Project Based Voucher Agreement to Enter into HAP Contract
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OMB Approval No. 2577–0169
(exp. 07/31/2022)
Agreement to Enter into a PBV HAP Contract
HUD 52531A, Part 1 of 2
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U.S. Department of Housing and Urban Development
Office of Public and Indian Housing
SECTION 8 PROJECT-BASED VOUCHER PROGRAM
AGREEMENT TO ENTER INTO A
HOUSING ASSISTANCE PAYMENTS CONTRACT
NEW CONSTRUCTION OR REHABILITATION
PART I
Public reporting burden for this collection of information is estimated to average 0.5 hours. This includes the time for
collecting, reviewing and reporting the data. The information is being collected as required by 24 CFR 983.152, which
requires the PHA to enter into an Agreement with the owner prior to execution of a HAP contract for PBV assistance as
provided in §983.153. This agency may not conduct or sponsor, and a person is not required to respond to, a collection
of information unless that collection displays a valid OMB control number. Assurances of confidentiality are not
provided under this collection.
Privacy Act Statement. HUD is committed to protecting the privacy of individuals’ information stored electronically or
in paper form, in accordance with federal privacy laws, guidance, and best practices. HUD expects its third-party
business partners, including Public Housing Authorities, who collect, use maintain, or disseminate HUD information to
protect the privacy of that information in Accordance with applicable law.
1.1
Parties
This Agreement to Enter into Housing Assistance Payments Contract
(“Agreement”) is between:
___________________________________________ (“PHA”) and
___________________________________________ (“owner”).
1.2
Purpose
The owner agrees to develop the Housing Assistance Payments Contract (“HAP
Contract”) units to in accordance with Exhibit B and to comply with Housing
Quality Standards (“HQS”), and the PHA agrees that, upon timely completion of
such development in accordance with the terms of the Agreement, the PHA will
enter into a HAP Contract with the owner of the Contract units.
Glendale Housing Authority
MHMP 19 Glendale Senior Apartments LLLP
Agreement to Enter into a PBV HAP Contract
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1.3
Contents of Agreement
This Agreement consists of Part I, Part II, and the following Exhibits:
EXHIBIT A: The approved owner’s PBV proposal. (Selection of proposals must
be in accordance with 24 CFR 983.51.)
EXHIBIT B: Description of work to be performed under this Agreement,
including:
if the Agreement is for rehabilitation of units, this exhibit must include the
rehabilitation work write-up and, where the PHA has determined
necessary, specifications and plans.
if the Agreement is for new construction of units, the work description
must include the working drawings and specifications.
any additional requirements beyond HQS relating to quality, design and
architecture that the PHA requires.
work items resulting from compliance with the design and construction
requirements of the Fair Housing Act and implementing regulations at 24
CFR 100.205, the accessibility requirements under section 504 of the
Rehabilitation Act of 1973 and implementing regulations at 24 CFR 8.22
and 8.23, and accessibility requirements under Titles II and III of the
Americans with Disabilities Act at 28 CFR parts 35 and 36, as applicable.
EXHIBIT C: Description of housing, including:
project site.
total number of units in project covered by this Agreement.
locations of contract units on site.
number of contract units by area (size) and number of bedrooms and
bathrooms.
services, maintenance, or equipment to be supplied by the owner without
charges in addition to the rent to owner.
utilities available to the contract units, including a specification of utility
services to be paid by the owner (without charges in addition to rent) and
utility services to be paid by the tenant.
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estimated initial rent to owner for the contract units.
EXHIBIT D: The HAP contract.
1.4
Significant Dates
A.
Effective Date of the Agreement: The Agreement must be executed
promptly after PHA notice of proposal selection to the owner has been
given. The PHA may not enter this Agreement with the owner until a
subsidy layering review has been performed and an environmental review
has been satisfactorily completed in accordance with HUD requirements.
B.
A project may either be a single-stage or multi-stage project. A single-
stage project will have the same Agreement effective date for all contract
units. A multi-stage project will separate effective dates for each stage.
_____ Single-stage project
i.
Effective Date for all contract units: ________________
ii.
Date of Commencement of the Work: The date for
commencement of work is not later than _______________
calendar days after the effective date of this Agreement.
iii.
Time for Completion of Work: The date for completion of
the work is not later than ______________ calendar days
after the effective date of this Agreement.
_____ Multi-Stage Project
Enter the information for each stage upon execution of the
Agreement for the corresponding stage.
STAGE
NUMBER
OF UNITS
EFFECTIVE
DATE
DATE OF
COMMENCEMENT
OF WORK
TIME FOR
COMPLETION
OF WORK
6/1/2023
90
549
X
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1.5
Nature of the Work
_____ This Agreement is for New Construction of units to be assisted by the
project-based Voucher program.
_____ This Agreement is for Rehabilitation of units to be assisted by the project-
based Voucher program.
1.6
Schedule of Completion
A.
Timely Performance of Work: The owner agrees to begin work no later
than the date for commencement of work as stated in Section 1.4. In the
event the work is not commenced, diligently continued and completed as
required under this Agreement, the PHA may terminate this Agreement or
take other appropriate action. The owner agrees to report promptly to the
PHA the date work is commenced and furnish the PHA with progress
reports as required by the PHA.
B.
Time for Completion: All work must be completed no later than the end of
the period stated in Section 1.4. Where completion in stages is provided
for, work related to units included in each stage shall be completed by the
stage completion date and all work on all stages must be completed no
later than the end of the period stated in Section 1.4.
C.
Delays: If there is a delay in the completion due to unforeseen factors
beyond the owner’s control as determined by the PHA, the PHA agrees to
extend the time for completion for an appropriate period as determined by
the PHA in accordance with HUD requirements.
1.7
Changes in Work
A.
The owner must obtain prior PHA approval for any change from the work
specific in Exhibit B which would alter the design or quality of the
rehabilitation or construction. The PHA is not required to approve any
changes requested by the owner. PHA approval of any change may be
conditioned on establishment of a lower initial rent to owner at the
amounts determined by PHA.
X
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B.
If the owner makes any changes in the work without prior PHA approval,
the PHA may establish lower initial rents to owner at the amounts
determined by PHA in accordance with HUD requirements.
C.
The PHA (or HUD in the case of insured or coinsured mortgages) may
inspect the work during rehabilitation or construction to ensure that work
is proceeding on schedule, is being accomplished in accordance with the
terms of the Agreement, meets the level of material described in Exhibit B
and meets typical levels of workmanship for the area.
1.8
Work completion
A.
Conformance with Exhibit B: The work must be completed in accordance
with Exhibit B. The owner is solely responsible for completion of the
work.
B.
Evidence of Completion: When the work in completed, the owner must
provide the PHA with the following:
1.
A certification by the owner that the work has been completed in
accordance with the HQS and all requirements of this Agreement.
2.
A certification by the owner that the owner has complied with
labor standards and equal opportunity requirements in the
development of the housing. (See 24 CFR 983.155(b)(1)(ii).)
3.
Additional Evidence of Completion: At the discretion of the PHA,
or as required by HUD, this Agreement may specify additional
documentation that must be submitted by owner as evidence of
completion of the housing. Check the following that apply:
_____ A certificate of occupancy or other evidence that the
contract units comply with local requirements.
_____ An architect’s or developer’s certification that the housing
complies with:
_____ the HQS;
_____ State, local, or other building codes;
_____ Zoning;
X
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_____ The rehabilitation work write-up for rehabilitated
housing;
_____ The work description for newly constructed
housing; or
_____ Any additional design or quality requirements
pursuant to this Agreement.
1.9
Inspection and Acceptance by the PHA of Completed Contract
Units
A.
Completion of Contract Units: Upon receipt of owner notice of completion
of Contract units, the PHA shall take the following steps:
1.
Review all evidence of completion submitted by owner.
2.
Inspect the units to determine if the housing has been completed in
accordance with this Agreement, including compliance with the
HQS and any additional requirements imposed by the PHA under
this Agreement.
B.
Non-Acceptance: If the PHA determines the work has not been completed
in accordance with this Agreement, including non-compliance with the
HQS, the PHA shall promptly notify the owner of this decision and the
reasons for the non-acceptance. The parties must not enter into the HAP
contract.
C.
Acceptance: If the PHA determines housing has been completed in
accordance with this Agreement, and that the owner has submitted all
required evidence of completion, the PHA must submit the HAP contract
for execution by the owner and must then execute the HAP contract.
1.10 Acceptance where defects or deficiencies are reported:
A.
If other defects or deficiencies exist, the PHA shall determine whether and
to what extent the defects or deficiencies are correctable, whether the units
will be accepted after correction of defects or deficiencies, and the
requirements and procedures for such correction and acceptance.
B.
Completion in Stages: Where completion in stages is provided for, the
procedures of this paragraph shall apply to each stage.
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1.11. Execution of HAP Contract
A.
Time and Execution: Upon acceptance of the units by the PHA, the owner
and the PHA execute the HAP contract.
B.
Completion in Stages: Where completion in stages is provided for the
number and types of units in each stage, and the initial rents to owner for
such units, shall be separately shown in Exhibit C of the contract for each
stage. Upon acceptance of the first stage, the owner shall execute the
contract and the signature block provided in the contract for that stage.
Upon acceptance of each subsequent stage, the owner shall execute the
signature block provided in the contract for such stage.
C.
Form of Contract: The terms of the contract shall be provided in Exhibit D
of this Agreement. There shall be no change in the terms of the contract
unless such change is approved by HUD headquarters. Prior to execution
by the owner, all blank spaces in the contract shall be completed by the
PHA.
D.
Survival of owner Obligations: Even after execution of the contract, the
owner shall continue to be bound by all owner obligations under the
Agreement.
1.12 Initial determination of rents
A.
The estimated amount of initial rent to owner shall be established in
Exhibit C of this Agreement.
B.
The initial amount of rent to owner is established at the beginning of the
HAP contract term.
C.
The estimated and initial contract rent for each units may in no event
exceed the amount authorized in accordance with HUD regulations and
requirements. Where the estimated initial rent to owner exceeds the
amount authorized in accordance with HUD regulations, the PHA shall
establish a lower initial rent tow owner, in accordance with HUD
regulations and requirements.
1.13 Uniform Relocation Act
A.
A displaced person must be provided relocation assistance at the levels
described in and in accordance with the requirements of the Uniform
Relocation Assistance and Real Property Acquisition Policies Act of 1970
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(URA) (42 U.S.C. 4201-4655) and implementing regulations at 49 CFR
part 24.
B.
The cost of required relocation assistance may be paid with funds
provided by the owner, or with local public funds, or with funds available
from other sources. Payment of relocation assistance must be paid in
accordance with HUD requirements.
C.
The acquisition of real property for a project to be assisted under the
program is subject to the URA and 49 CFR part 24, subpart B.
D.
The PHA must require the owner to comply with the URA and 49 CFR
part 24.
E.
In computing a replacement housing payment to a residential tenant
displaced as a direct result of privately undertaken rehabilitation or
demolition of the real property, the term “initiation of negotiations” means
the execution of the Agreement between the owner and the PHA.
1.14 Protection of In-Place Families
A.
In order to minimize displacement of in-place families, if a unit to be
placed under Contract is occupied by an eligible family on the proposal
selection date, the in-place family must be placed on the PHA’s waiting
list (if they are not already on the list) and, once their continued eligibility
is determined, given an absolute selection preference and referred to the
project owner for an appropriately sized unit in the project.
B.
This protection does not apply to families that are not eligible to
participate in the program on the proposal selection date.
C.
The term “in-place family” means an eligible family residing in a
proposed contract unit on the proposal selection date.
D.
Assistance to in-place families may only be provided in accordance with
the program regulations and other HUD requirements.
1.15 Termination of Agreement and Contract
The Agreement or HAP contract may be terminated upon at least 30 days notice
to the owner by the PHA or HUD if the PHA or HUD determines that the contract
units were not eligible for selection in conformity with HUD requirements.
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1.16 Rights of HUD if PHA Defaults Under Agreement
If HUD determines that the PHA has failed to comply with this Agreement, or has
failed to take appropriate action to HUD’s satisfaction or as directed by HUD, for
enforcement of the PHA’s rights under this Agreement, HUD may assume the
PHA’s rights and obligations under the Agreement, and may perform the
obligations and enforce the rights of the PHA under the Agreement. HUD will, if
it determines that the owner is not in default, pay Annual Contributions for the
purpose of providing housing assistance payments with respect to the dwelling
unit(s) under this Agreement for the duration of the HAP contract.
1.17 Owner Default and PHA Remedies
A.
Owner Default
Any of the following is a default by the owner under the Agreement:
1.
The owner has failed to comply with any obligation under the
Agreement.
2.
The owner has violated any obligation under any other housing
assistance payments contract under Section 8 of the United States
Housing Act of 1937 (42 U.S.C. 1437f).
3.
The owner has committed any fraud or made any false statement to
the PHA or HUD in connection with the Agreement.
4.
The owner has committed fraud, bribery, or any other corrupt or
criminal act in connection with any Federal housing assistance
program.
5.
If the property where the contract units are located is subject to a
lien or security interest securing a HUD loan or mortgage insured
by HUD and:
a.
The owner has failed to comply with the regulations for the
applicable HUD loan or mortgage insurance program, with
the mortgage or mortgage note, or with the regulatory
agreement; or
b.
The owner has committed fraud, bribery, or any other
corrupt or criminal act in connection with the HUD loan or
HUD-insured mortgage.
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6.
The owner has engaged in any drug-related criminal activity or any
violent criminal activity.
B.
PHA Remedies
1.
If the PHA determines that a breach has occurred, the PHA may
exercise any of its rights or remedies under the Agreement.
2.
The PHA must notify the owner in writing of such determination.
The notice by the PHA to the owner may require the owner to take
corrective action (as verified by the PHA) by a time prescribed in
the notice.
3.
The PHA’s rights and remedies under the Agreement include, but
are not limited to: (i) terminating the Agreement; and (ii) declining
to execute the HAP contract for some or all of the units.
C.
PHA Remedy is not Waived
The PHA’s exercise or non-exercise of any remedy for owner breach of
the Agreement is not a waiver of the right to exercise that remedy or any
other right or remedy at any time.
1.18 PHA and Owner Relation to Third Parties
A.
Selection and Performance of Contractor
1.
The PHA has not assumed any responsibility or liability to the
owner, or any other party for performance of any contractor,
subcontractor or supplier, whether or not listed by the PHA as a
qualified contractor or supplier under the program. The selection of
a contractor, subcontractor or supplier is the sole responsibility of
the owner and the PHA is not involved in any relationship between
the owner and any contractor, subcontractor or supplier.
2.
The owner must select a competent contractor to undertake
rehabilitation or construction. The owner agrees to require from
each prospective contractor a certification that neither the
contractor nor its principals is presently debarred, suspended,
proposed for debarment, declared ineligible, or voluntarily
excluded from participation in contract by the Comptroller General
or any federal Department or agency. The owner agrees not to
award contracts to, otherwise engage in the service of, or fund any
contractor that does not provide this certification.
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B.
Injury Resulting from Work under the Agreement: The PHA has not
assumed any responsibility for or liability to any person, including a
worker or a resident of the unit undergoing work pursuant to this
Agreement, injured as a result of the work or as a result of any other action
or failure to act by the owner, or any contractor, subcontractor or supplier.
C.
Legal Relationship: The owner is not the agent of the PHA and this
Agreement does not create or affect any relationship between the PHA and
any lender to the owner or any suppliers, employees, contractor or
subcontractors used by the owner in the implementation of the Agreement.
D.
Exclusion of Third Party Claims: Nothing in this Agreement shall be
construed as creating any right of any third party (other than HUD) to
enforce any provision of this Agreement or the Contract, or to assert any
claim against HUD, the PHA or the owner under the Agreement or the
Contract.
E.
Exclusion of owner Claims against HUD: Nothing in this Agreement shall
be construed as creating any right of the owner to assert any claim against
HUD.
1.19 PHA-Owned Units
Notwithstanding Section 1.18 of this Agreement, a PHA may own units assisted
under the project-based voucher program, subject to the special requirements in
24 CFR 983.59 regarding PHA-owned units.
1.20 Conflict of Interest
A.
Interest of Members, Officers, or Employees of PHA, Members of Local
Governing Body, or Other Public Officials
1.
No present or former member or officer of the PHA (except tenant-
commissioners), no employee of the PHA who formulates policy
or influences decisions with respect to the housing choice voucher
program or project-based voucher program, and no public official
or member of a governing body or State or local legislator who
exercises functions or responsibilities with respect to these
programs, shall have any direct or indirect interest, during his or
her tenure or for one year thereafter, in the Agreement or HAP
contract.
2.
HUD may waive this provision for good cause.
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B.
Disclosure
The owner has disclosed to the PHA any interest that would be a violation
of the Agreement or HAP contract. The owner must fully and promptly
update such disclosures.
1.21 Interest of Member or Delegate to Congress
No member of or delegate to the Congress of the United States of America or
resident-commissioner shall be admitted to any share or part of the Agreement or
HAP contract or to any benefits arising from the Agreement of HAP contract.
1.22 Transfer of the Agreement, HAP Contract, or Property
A.
PHA Consent to Transfer
The owner agrees that the owner has not made and will not make any
transfer in any form, including any sale or assignment, of the Agreement,
HAP contract, or the property without the prior written consent of the
PHA. A change in ownership in the owner, such as a stock transfer or
transfer of the interest of a limited partner, is not subject to the provisions
of this section. Transfer of the interest of a general partner is subject to the
provisions of this section.
B.
Procedure for PHA Acceptance of Transferee
Where the owner requests the consent of the PHA for a transfer in any
form, including any sale or assignment, of the Agreement, the HAP
contract, or the property, the PHA must consent to a transfer of the
Agreement or HAP contract if the transferee agrees in writing (in a form
acceptable to the PHA) to comply with all the terms of the Agreement and
HAP contract, and if the transferee is acceptable to the PHA. The PHA’s
criteria for acceptance of the transferee must be in accordance with HUD
requirements.
C.
When Transfer is Prohibited
The PHA will not consent to the transfer if any transferee, or any principal
or interested party, is debarred, suspended, subject to a limited denial of
participation, or otherwise excluded under 2 CFR part 2424, or is listed on
the U.S. General Services Administration list of parties excluded from
Federal procurement or nonprocurement programs.
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1.23 Exclusion from Federal Programs
A.
Federal Requirements
The owner must comply with and is subject to requirements of 2 CFR part
2424.
B.
Disclosure
The owner certifies that:
1.
The owner has disclosed to the PHA the identity of the owner and
any principal or interested party.
2.
Neither the owner nor any principal or interested party is listed on
the U.S. General Services Administration list of parties excluded
from Federal procurement and nonprocurement programs; and
none of such parties are debarred, suspended, subject to a limited
denial of participation, or otherwise excluded under 2 CFR part
2424.
1.24 Lobbying Certifications
A.
The owner certifies, to the best of the owner’s knowledge and belief, that:
1.
No Federally appropriated funds have been paid or will be paid, by
or on behalf of the owner, to any person for influencing or
attempting to influence an officer or employee of any agency, a
Member of Congress, an officer or employee of Congress, or an
employee of a Member of Congress in connection with the
awarding of the Agreement or HAP contract, or the extension,
continuation, renewal, amendment, or modification of the HAP
contract.
2.
If any funds other than Federally appropriated funds have been
paid or will be paid to any person for influencing or attempting to
influence an officer or employee of any agency, a Member of
Congress, an officer or employee of Congress, or an employee of a
Member of Congress in connection with the Agreement or HAP
contract, the owner must complete and submit Standard Form-
LLL, “Disclosure Form to Report Lobbying,” in accordance with
its instructions.
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B.
This certification by the owner is a prerequisite for making or entering into
this transaction imposed by 31 U.S.C. 1352.
1.25 Subsidy Layering
A.
Owner Disclosure
The owner must disclose to the PHA, in accordance with HUD
requirements, information regarding any related assistance from the
Federal government, a State, or a unit of general local government, or any
agency or instrumentality thereof, that is made available or is expected to
be made available with respect to the contract units. Such related
assistance includes, but is not limited to, any loan, grant, guarantee,
insurance, payment, rebate, subsidy, credit, tax benefit, or any other form
of direct or indirect assistance.
B.
Limit of Payments
Housing assistance payments under the HAP contract must not be more
than is necessary, as determined in accordance with HUD requirements, to
provide affordable housing after taking account of such related assistance.
The PHA will adjust in accordance with HUD requirements the amount of
the housing assistance payments to the owner to compensate in whole or
in part for such related assistance.
1.26 Prohibition of Discrimination
A.
The owner may not refuse to lease contract units to, or otherwise
discriminate against, any person or family in leasing of a contract unit,
because of race, color, religion, sex, national origin, disability, age, or
familial status.
B.
The owner must comply with the following requirements:
1.
The Fair Housing Act (42 U.S.C. 3601–19) and implementing
regulations at 24 CFR part 100 et seq.;
2.
Executive Order 11063, as amended by Executive Order 12259 (3
CFR 1959–1963 Comp., p. 652, and 3 CFR, 1980 Comp., p. 307)
(Equal Opportunity in Housing Programs) and implementing
regulations at 24 CFR part 107;
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3.
Title VI of the Civil Rights Act of 1964 (42 U.S.C. 2000d–2000d–
4) (Nondiscrimination in Federally Assisted Programs) and
implementing regulations at 24 CFR part 1;
4.
The Age Discrimination Act of 1975 (42 U.S.C. 6101–6107) and
implementing regulations at 24 CFR part 146;
5.
Section 504 of the Rehabilitation Act of 1973 (29 U.S.C. 794) and
implementing regulations at part 8 of this title;
6.
Title II of the Americans with Disabilities Act, 42 U.S.C. 12101 et
seq.;
7.
24 CFR part 8;
9.
Executive Order 11246, as amended by Executive Orders 11375,
11478, 12086, and 12107 (3 CFR, 1964–1965 Comp., p. 339; 3
CFR, 1966–1970 Comp., p. 684; 3 CFR, 1966–1970 Comp., p.
803; 3 CFR, 1978 Comp., p. 230; and 3 CFR, 1978 Comp., p. 264,
respectively) (Equal Employment Opportunity Programs) and
implementing regulations at 41 CFR chapter 60;
10.
Executive Order 11625, as amended by Executive Order 12007 (3
CFR, 1971–1975 Comp.., p. 616 and 3 CFR, 1977 Comp., p. 139)
(Minority Business Enterprise Development); and
11.
Executive Order 12138, as amended by Executive Order 12608 (3
CFR, 1977 Comp., p. 393, and 3 CFR, 1987 Comp., p. 245)
(Women’s Business Enterprise).
12.
HUD’s Equal Access Rule at 24 CFR 5.105. [OGC-
Nonconcurrence: This section failed to reference protections with
respect to actual or perceived sexual orientation, gender identity, or
marital status in accordance with HUD’s Equal Access Rule at 24
CFR 5.105(a). Revising as indicated above is sufficient to resolve
this concern.
C. The PHA and the owner must cooperate with HUD in the conducting of
compliance reviews and complaint investigations pursuant to all applicable
civil rights statutes, Executive Orders, and all related rules and regulations.
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1.27 Owner Duty to Provide Information and Access to HUD and PHA
A.
The owner must furnish any information pertinent to this Agreement as
may be reasonably required from time to time by the PHA or HUD. The
owner shall furnish such information in the form and manner required by
the PHA or HUD.
B.
The owner must permit the PHA or HUD or any of their authorized
representatives to have access to the premises during normal business
hours and, for the purpose of audit and examination, to have access to any
books, documents, papers, and records of the owner to the extent
necessary to determine compliance with this Agreement.
1.28 Notices and Owner Certifications
A.
Where the owner is required to give any notice to the PHA pursuant to this
Agreement, such notice shall be in writing and shall be given in the
manner designated by the PHA.
B.
Any certification or warranty by the owner pursuant to the Agreement
shall be deemed a material representation of fact upon which reliance was
placed when this transaction was entered into.
1.29 HUD Requirements
A.
The Agreement and the HAP contract shall be interpreted and
implemented in accordance with all statutory requirements, and will all
HUD requirements, including amendments or changes in HUD
requirements. The owner agrees to comply with all such laws and HUD
requirements.
B.
HUD requirements are requirements that apply to the project-based
voucher program. HUD requirements are issued by HUD Headquarters as
regulations, Federal Register notices, or other binding program directives.
1.30 Applicability of Part II Provisions — Check All that Apply
____ Training, Employment, and Contracting Opportunities
Section 2.1 applies if the total of the contract rents for all units under the
proposed HAP contract, over the maximum term of the contract, is more
than $200,000.
____ Equal Employment Opportunity
Section 2.2 applies only to construction contracts of more than $10,000.
X
X
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____ Labor Standards Requirements
Sections 2.4, 2.8, and 2.10 apply only when this Agreement covers nine or
more units.
____ Flood Insurance
Section 2.11 applies if units are located in areas having special flood
hazards and in which flood insurance is available under the National Flood
Insurance Program.
X
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EXECUTION OF THE AGREEMENT
PUBLIC HOUSING AGENCY (PHA)
Name of PHA (Print)
By:
Signature of authorized representative
Name and official title (Print)
Date
OWNER
Name of Owner (Print)
By:
Signature of authorized representative
Name and official title (Print)
Date
Glendale Housing Authority
MHMP 19 Glendale Senior Apartments LLLP
Shelly Marquez, President
OMB Approval No. 2577–0169
(exp. 07/31/2022)
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U.S. Department of Housing and Urban Development
Office of Public and Indian Housing
SECTION 8 PROJECT-BASED VOUCHER PROGRAM
AGREEMENT TO ENTER INTO A
HOUSING ASSISTANCE PAYMENTS CONTRACT
NEW CONSTRUCTION OR REHABILITATION
PART II
Public reporting burden for this collection of information is estimated to average 0.5 hours. This includes the time for
collecting, reviewing and reporting the data. The information is being collected as required by 24 CFR 983.152, which
requires the PHA to enter into an Agreement with the owner prior to execution of a HAP contract for PBV assistance as
provided in §983.153. This agency may not conduct or sponsor, and a person is not required to respond to, a collection
of information unless that collection displays a valid OMB control number. Assurances of confidentiality are not
provided under this collection.
Privacy Act Statement. HUD is committed to protecting the privacy of individuals’ information stored electronically or
in paper form, in accordance with federal privacy laws, guidance, and best practices. HUD expects its third-party
business partners, including Public Housing Authorities, who collect, use maintain, or disseminate HUD information to
protect the privacy of that information in Accordance with applicable law.
2.1
Training, Employment, and Contracting Opportunities
A.
The project assisted under this Agreement is subject to the requirements of
section 3 of the Housing Urban Development Act of 1968, as amended, 12
U.S.C. 1701u. The owner shall carry out the provisions of section 3 and
the regulations issued by HUD as set forth in 24 CFR part 135 and all
applicable rules and orders of HUD issued thereunder prior to the
execution of this Agreement. This shall be a condition of the Federal
financial assistance provided to the project, binding upon the owner, the
owner’s contractors and subcontractors, successors and assigns. Failure to
fulfill these requirements shall subject the owner, the owner’s contractors
and subcontractors, successors and assigns to the sanctions specified by
this Agreement, and to such sanctions as are specified by 24 CFR part
135.
B.
The owner shall incorporate or cause to be incorporated into any contract
or subcontract for work pursuant to this Agreement in excess of $100,000
the following clause:
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1.
The work to be performed under this contract is subject to the
requirements of section 3 of the Housing Urban Development Act
of 1968, as amended, 12 U.S.C. 1701u. The purpose of section 3 is
to ensure that employment and other economic opportunities
generated by HUD assistance or HUD-assisted projects covered by
section 3 shall, to the greatest extent feasible, be directed to low-
and very low-income persons, particularly persons who are
recipients of HUD assistance for housing.
2.
The parties to this Agreement agree to comply with HUD’s
regulations in 24 CFR part 135, which implement section 3. As
evidenced by their execution of this Agreement, the parties to this
Agreement certify that they are under no contractual or other
impediment that would prevent them from complying with the part
135 regulations.
3.
The contractor agrees to send to each labor organization or
representative of workers with which the contractor has a
collective bargaining agreement or other understanding, if any, a
notice advising the labor organization or workers’ representative of
the contractor’s commitments under this section 3 clause, and will
post copies of the notice in conspicuous places at the work site
where both employees and applicants for training and employment
positions can see the notice. The notice shall describe the section 3
preference, and shall set forth minimum number and job titles
subject to hire, availability of apprenticeship and training positions,
the qualifications for each; the name and location of the person(s)
taking applications for each of the positions; and the anticipated
date the work shall begin.
4.
The contractor agrees to include this section 3 clause in every
subcontract subject to compliance with regulations in 24 CFR part
135, and agrees to take appropriate action, as provided in an
applicable provision of the subcontract or in this section 3 clause,
upon a finding that the subcontractor is in violation of the
regulations in 24 CFR part 135. The contractor will not subcontract
with any subcontractor where the contractor has notice or
knowledge that the subcontractor has been found in violation of the
regulations in 24 CFR part 135.
5.
The contractor will certify that any vacant employment positions,
including training positions, that are filled (1) after the contractor
is selected but before the contract is executed, and (2) with persons
other than those to whom the regulations of 24 CFR part 135
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require employment opportunities to be directed, were not filled to
circumvent the contractor’s obligations under 24 CFR part 135.
6.
Pursuant to 24 CFR §135.90, recipients of HUD financial
assistance that is subject to Part 135 requirements, are required to
submit Section 3 Annual Reports on Form HUD-60002 to the
Office of Fair Housing and Equal Opportunity (FHEO). This form
must be submitted electronically and can be found at
www.hud.gov/section3.
7.
Noncompliance with HUD’s regulations in 24 CFR part 135 may
result in sanctions, termination of this Agreement for default, and
debarment or suspension from future HUD assisted contracts.
8.
With respect to work performed in connection with section 3
covered Indian housing assistance, section 7(b) of the Indian Self-
Determination and Education Assistance Act (25 U.S.C. 405e) also
applies to the work to be performed under this contract. Section
7(b) requires that to the greatest extent feasible: (i) preference and
opportunities for training and employment shall be given to
Indians, and (ii) preference in the award of contracts and
subcontracts shall be given to Indian organizations and Indian-
owned Economic Enterprise. Parties to this contract that are
subject to the provisions of section 3 and section 7(b) agree to
comply with section 3 to the maximum extent feasible, but not in
derogation of compliance with section 7(b).
2.2
Equal Employment Opportunity
A.
The owner shall incorporate or cause to be incorporated into any contract
in excess of $10,000 for construction work, or modification thereof, as
defined in the regulations of the Secretary of Labor at 41 CFR chapter 60,
which is to be performed pursuant to this Agreement, the following
nondiscrimination clause:
During the performance of this contract, the contractor agrees as follows:
1.
The contractor will not discriminate against any employee or
applicant for employment because of race, color, creed, religion,
sex, or national origin. The contractor will take affirmative action
to ensure that applicants are employed, and that employees are
treated during employment, without regard to their race, color,
religion, creed, sex, or national origin. Such action shall include,
but not be limited to, the following: employment, upgrading,
demotion, or transfer; recruitment or recruitment advertising;
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layoffs or termination; rates of pay or other forms of
compensation; and selection for training, including apprenticeship.
The contractor agrees to post in conspicuous places, available to
employees and applicants for employment, notices to be provided
by the contracting officer setting forth the provisions of this
nondiscrimination clause.
2.
The contractor will, in all solicitations or advertisements for
employees placed by or on behalf of the contractor, state that all
qualified applicants will receive consideration for employment
without regard to race, color, religion, creed, sex, or national
origin.
3.
The contractor will send to each labor union or representative of
workers with which the contractor has a collective bargaining
agreement or other contract or understanding, a notice to be
provided by or at the direction of the Government advising the
labor union or workers representative of the contractor’s
commitments under this section, and shall post copies of the notice
in conspicuous places available to employees and applicants for
employment.
4.
The contractor of will comply with all provisions of Executive
Order No. 11246 of September 24, 1965, and with the rules,
regulations, and relevant orders of the Secretary of Labor.
5.
The contractor will furnish all information and reports required by
Executive Order No. 11246 of September 24, 1965, and by the
rules, regulations, and orders of the Secretary of Labor, or pursuant
thereto, and will permit access to its books, records, and accounts
by HUD and the Secretary of Labor for purposes of investigation
to ascertain compliance with such rules, regulations and orders.
6.
In the event of the contractor’s noncompliance with the
nondiscrimination clauses of this contract or with any of the rules,
regulations, or orders, the contract may be canceled, terminated, or
suspended in whole or in part and the contractor may be declared
ineligible for further contracts in accordance with procedures
authorized in Executive Order No. 11246 of September 24, 1965,
and such other sanctions as may be imported and remedies invoked
as provided in Executive Order No. 11246 of September 24, 1965,
or by rule, regulation, or order of the Secretary of Labor or as
otherwise provided by law.
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7.
The contractor will include the provisions of paragraphs (1)
through (7) in every subcontract or purchase order unless
exempted by the rules, regulations, or orders of the Secretary of
Labor issued pursuant to section 204 of Executive Order No.
11246 of September 24, 1965, so that such provisions will be
binding upon each subcontractor or vendor. The contractor will
take such action with respect to any subcontract or purchase order
as the Government may direct as a means of enforcing such
provisions including sanctions for noncompliance; provided,
however, that in the event a contractor becomes involved in, or is
threatened with, litigation with a subcontractor or vendor as a
result of such direction by the Government, the contractor may
request the United States to enter into such litigation to protect the
interest of the United States.
B.
The owner agrees to be bound by the above nondiscrimination clause with
respect to his or her own employment practices when participating in
federally assisted construction work.
C.
The owner agrees to assist and cooperate actively with HUD and the
Secretary of Labor in obtaining the compliance of contractors and
subcontractors with the nondiscrimination clause and the rules,
regulations, and relevant orders of the Secretary of Labor, to furnish HUD
and the Secretary of Labor such information as they may require for the
supervision of such compliance, and to otherwise assist HUD in the
discharge of HUD’s primary responsibility for securing compliance.
D.
The owner further agrees to refrain from entering into any contract or
contract modification subject to Executive Order No. 11246 of September
24, 1965, with a contractor debarred from, or who has not demonstrated
eligibility for, Government contracts and federally assisted construction
contracts pursuant to the Executive Order and will carry out such
sanctions and penalties for violation of the nondiscrimination clause as
may be imposed upon contractors and subcontractors by HUD or the
Secretary of Labor pursuant to the Executive Order. In addition, if the
owner fails or refuses to comply with these undertakings, HUD may take
any or all of the following actions; cancel, terminate, or suspend in whole
or in part this Agreement; refrain from extending any further assistance to
the owner under the program with respect to which the failure or refusal
occurred until satisfactory assurance of future compliance has been
received from the owner, and refer the case to the Department of Justice
for appropriate legal proceedings.
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2.3
Reserved
2.4
HUD—Federal Labor Standards Provisions
The owner is responsible for inserting the entire text of section 2.4 of this
Agreement in all construction contracts and, if the owner performs any
rehabilitation work on the project, the owner must comply with all provisions of
section 2.4. (Note: Sections 2.4(b) and (c) apply only when the amount of the
prime contract exceeds $100,000.)
(a)(1) Minimum Wages. (i) All laborers and mechanics employed
or working upon the site of the work (or under the United States
Housing Act of 1937 or under the Housing Act of 1949 in the
construction or development of the project) will be paid
unconditionally and not less often than once a week, and without
subsequent deduction or rebate on any account (except such
payroll deductions as are permitted by regulations issued by the
Secretary of Labor under the Copeland Act (29 CFR part 3)), the
full amount of wages and bona fide fringe benefits (or cash
equivalents thereof) due at time of payment computed at rates not
less than those contained in the wage determination of the
Secretary of Labor which is attached hereto and made part hereof
regardless of any contractual relationship which may be alleged to
exist between the contractor and such laborers and mechanics.
Contributions made or costs reasonably anticipated for bona fide
fringe benefits under section l(b)(2) of the Davis-Bacon Act on
behalf of laborers or mechanics are considered wages paid to such
laborers or mechanics, subject to the provisions of 29 CFR
5.5(a)(1)(iv); also, regular contributions made or costs incurred
for more than a weekly period (but not less often than quarterly)
under plans, funds, or programs, which cover the particular
weekly period, are deemed to be constructively made or incurred
during such weekly period.
Such laborers and mechanics shall be paid the appropriate wage
rate and fringe benefits on the wage determination for the
classification of work actually performed, without regard to skill,
except as provided in 29 CFR 5.5(a)(4). Laborers or mechanics
performing work in more than one classification may be
compensated at the rate specified for each classification for the
time actually worked therein: Provided, That the employer’s
payroll records accurately set forth the time spent in each
classification in which work is performed. The wage determination
(including any additional classification and wage rates conformed
under 29 CFR 5.5(a)(1)(ii) and the Davis-Bacon poster (WH-
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1321)) shall be posted at all times by the contractor and its
subcontractors at the site of the work in a prominent and
accessible place where it can be easily seen by the workers.
(ii)(A) Any class of laborers or mechanics, including helpers,
which is not listed in the wage determination and which is to be
employed under the contract shall be classified in conformance
with the wage determination. HUD shall approve an additional
classification and wage rate and fringe benefits therefore only
when the following criteria have been met:
(1) The work to be performed by the classification requested is not
performed by a classification in the wage determination;
(2) The classification is utilized in the area by the construction
industry; and
(3) The proposed wage rate, including any bona fide fringe
benefits, bears a reasonable relationship to the wage rates
contained in the wage determination.
(B) If the contractor and the laborers and mechanics to be
employed in the classification (if known), or their representatives,
and HUD or its designee agree on the classification and wage rate
(including the amount designated for fringe benefits where
appropriate), a report of the action taken shall be sent by HUD or
its designee to the Administrator of the Wage and Hour Division,
U.S. Department of Labor, Washington, D. C. 20210. The
Administrator, or an authorized representative, will approve,
modify, or disapprove every additional classification action within
30 days of receipt and so advise HUD or its designee or will notify
HUD or its designee within the 30-day period that additional time
is necessary.
(C) In the event the contractor, the laborers or mechanics to be
employed in the classification or their representatives, and HUD
or its designee do not agree on the proposed classification and
wage rate (including the amount designated for fringe benefits,
where appropriate), HUD or its designee shall refer the questions,
including the views of all interested parties and the
recommendation of HUD or its designee, to the Administrator for
determination. The Administrator, or an authorized representative,
will issue a determination within 30 days of receipt and so advise
HUD or its designee or will notify HUD or its designee within the
30-day period that additional time is necessary.
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(D) The wage rate (including fringe benefits where appropriate)
determined pursuant to subparagraphs (1)(B) or (C) of this
paragraph, shall be paid to all workers performing work in the
classification under this contract from the first day on which work
is performed in the classification.
(iii) Whenever the minimum wage rate prescribed in the contract
for a class of laborers or mechanics includes a fringe benefit
which is not expressed as an hourly rate, the contractor shall
either pay the benefit as stated in the wage determinations or shall
pay another bona fide fringe benefit or an hourly cash equivalent
thereof.
(iv) If the contractor does not make payments to a trustee or other
third person, the contractor may consider as part of the wages of
any laborer or mechanic the amount of any costs reasonably
anticipated in providing bona fide fringe benefits under a plan or
program: Provided, That the Secretary of Labor has found, upon
the written request of the contractor, that the applicable standards
of the Davis-Bacon Act have been met. The Secretary of Labor may
require the contractor to set aside in a separate account assets for
the meeting of obligations under the plan or program.
(2) Withholding. HUD or its designee shall upon its own action or
upon written request of an authorized representative of the
Department of Labor withhold or cause to be withheld from the
contractors under this contract or any other Federal contract with
the same prime contractor, or any other Federally-assisted
contract subject to Davis-Bacon prevailing wage requirements,
which is held by the same prime contractor so much of the accrued
payments or advances as may be considered necessary to pay
laborers and mechanics, including apprentices, trainees and
helpers, employed by the contractor or any subcontractor the full
amount of wages required by the contract. In the event of failure to
pay any laborer or mechanic, including any apprentice, trainee or
helper, employed or working on the site of the work (or under the
United States Housing Act of 1937 or under the Housing Act of
1949 in the construction or development of the project), all or part
of the wages required by the contract, HUD or its designee may,
after written notice to the contractor, sponsor, applicant, or owner,
take such action as may be necessary to cause the suspension of
any further payment, advance, or guarantee of funds until such
violations have ceased. HUD or its designee may, after written
notice to the contractor, disburse such amounts withheld for and
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on account of the contractor or subcontractor to the respective
employees to whom they are due.
(3)(i) Payrolls and Basic Records. Payrolls and basic records
relating thereto shall be maintained by the contractor during the
course of the work and preserved for a period of three years
thereafter for all laborers and mechanics working at the site of the
work (or under the United States Housing Act of 1937, or under
the Housing Act of 1949, in the construction or development of the
project). Such records shall contain the name, address, and social
security number of each such worker, his or her correct
classification, hourly rates of wages paid (including rates of
contributions or costs anticipated for bona fide fringe benefits or
cash equivalents thereof of the types described in section l(b)(2)(B)
of the Davis-Bacon Act), daily and weekly number of hours
worked, deductions made and actual wages paid. Whenever the
Secretary of Labor has found under 29 CFR 5.5 (a)(1)(iv) that the
wages of any laborer or mechanic include the amount of any costs
reasonably anticipated in providing benefits under a plan or
program described in section l(b)(2)(B) of the Davis-Bacon Act,
the contractor shall maintain records which show that the
commitment to provide such benefits is enforceable, that the plan
or program is financially responsible, and that the plan or
program has been communicated in writing to the laborers or
mechanics affected, and records which show the costs anticipated
or the actual cost incurred in providing such benefits. Contractors
employing apprentices or trainees under approved programs shall
maintain written evidence of the registration of apprenticeship
programs and certification of trainee programs, the registration of
the apprentices and trainees, and the ratios and wage rates
prescribed in the applicable programs.
(ii)(A) The contractor shall submit weekly for each week in which
any contract work is performed a copy of all payrolls to HUD the
PHA. The payrolls submitted shall set out accurately and
completely all of the information required to be maintained under
29 CFR 5.5(a)(3)(i), except that full social security numbers and
home addresses shall not be included in weekly transmittals.
Instead the payrolls shall only need to include an individually
identifying number for each employee (e.g. the last four digits of
the employee’s social security number). The required weekly
payroll information may be submitted in any form desired.
Optional Form WH–347 is available for this purpose from the
Wage and HourDivision Web site at:
http://www.dol.gov/esa/whd/forms/wh347instr.htm or its successor
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site. The prime contractor is responsible for the submission of
copies of payrolls by all subcontractors. Contractors and
subcontractors shall maintain the full social security number and
current address of each covered worker, and shall provide them
upon request to HUD or its designee if the agency is a party to the
contract, but if the agency is not such a party, the contractor will
submit them to the applicant, sponsor, or owner, as the case may
be, for transmission to HUD, the contractor, or the Wage and
Hour Division of the Department of Labor for purposes of an
investigation or audit of compliance with prevailing wage
requirements. It is not a violation of this section for a prime
contractor to require a subcontractor to provide addresses and
social security numbers to the prime contractor for its own
records, without weekly submission to the sponsoring government
agency (or the applicant, sponsor, or owner).
(B) Each payroll submitted shall be accompanied by a “Statement
of Compliance,” signed by the contractor or subcontractor or his
or her agent who pays or supervises the payment of the persons
employed under the contract and shall certify the following:
(1) That the payroll for the payroll period contains the information
required to be provided under 29 CFR 5.5(a)(3)(ii), the
appropriate information is being maintained under 29 CFR 5.5
(a)(3)(i) and that such information is correct and complete;
(2) That each laborer or mechanic (including each helper,
apprentice, and trainee) employed on the contract during the
payroll period has been paid the full weekly wages earned, without
rebate, either directly or indirectly, and that no deductions have
been made either directly or indirectly from the full wages earned,
other than permissible deductions as set forth in 29 CFR part 3;
(3) That each laborer or mechanic has been paid not less than the
applicable wage rates and fringe benefits or cash equivalents for
the classification of work performed, as specified in the applicable
wage determination incorporated into the contract.
(C) The weekly submission of a properly executed certification set
forth on the reverse side of Optional Form WH-347 shall satisfy
the requirement for submission of the “Statement of Compliance”
required by paragraph (a)(3)(ii)(B) of this section.
(D) The falsification of any of the above certifications may subject
the contractor or subcontractor to civil or criminal prosecution
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under section 1001 of Title 18 and section 231 of Title 31 of the
United States Code.
(iii) The contractor or subcontractor shall make the records
required under paragraph (a)(3)(i) of this section available for
inspection, copying, or transcription by authorized representatives
of HUD or its designee or the Department of Labor, and shall
permit such representatives to interview employees during working
hours on the job. If the contractor or subcontractor fails to submit
the required records or to make them available, HUD or its
designee may, after written notice to the contractor, sponsor,
applicant, or owner, take such action as may be necessary to cause
the suspension of any further payment, advance, or guarantee of
funds. Furthermore, failure to submit the required records upon
request or to make such records available may be grounds for
debarment action pursuant to 29 CFR 5.12.
(4) Apprentices and Trainees.(i) Apprentices. Apprentices will be
permitted to work at less than the predetermined rate for the work
they performed when they are employed pursuant to and
individually registered in a bona fide apprenticeship program
registered with the U.S. Department of Labor, Employment and
Training Administration, Office of Apprenticeship
Training,Employer and Labor Services, or with a State
Apprenticeship Agency recognized by the Office, or if a person is
employed in his or her first 90 days of probationary employment as
an apprentice in such an apprenticeship program, who is not
individually registered in the program, but who has been certified
by the Office of Apprenticeship Training, Employer and Labor
Services, or a State Apprenticeship Agency (where appropriate) to
be eligible for probationary employment as an apprentice. The
allowable ratio of apprentices to journeymen on the job site in any
craft classification shall not be greater than the ratio permitted to
the contractor as to the entire work force under the registered
program. Any worker listed on a payroll at an apprentice wage
rate, who is not registered or otherwise employed as stated above,
shall be paid not less than the applicable wage rate on the wage
determination for the classification of work actually performed. In
addition, any apprentice performing work on the job site in excess
of the ratio permitted under the registered program shall be paid
not less than the applicable wage rate on the wage determination
for the work actually performed. Where a contractor is performing
construction on a project in a locality other than that in which its
program is registered, the ratios and wage rates (expressed in
percentages of the journeyman’s hourly rate) specified in the
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contractor’s or subcontractor’s registered program shall be
observed. Every apprentice must be paid at not less than the rate
specified in the registered program for the apprentice’s level of
progress, expressed as a percentage of the journeymen hourly rate
specified in the applicable wage determination. Apprentices shall
be paid fringe benefits in accordance with the provisions of the
apprenticeship program. If the apprenticeship program does not
specify fringe benefits, apprentices must be paid the full amount of
fringe benefits listed on the wage determination for the applicable
classification. If the Administrator determines that a different
practice prevails for the applicable apprentice classification,
fringes shall be paid in accordance with that determination. In the
event the Office of Apprenticeship Training,Employee and Labor
Services, or a State Apprenticeship Agency recognized by the
Office, withdraws approval of an apprenticeship program, the
contractor will no longer be permitted to utilize apprentices at less
than the applicable predetermined rate for the work performed
until an acceptable program is approved.
(ii) Trainees. Except as provided in 29 CFR 5.16, trainees will not
be permitted to work at less than the predetermined rate for the
work performed unless they are employed pursuant to and
individually registered in a program which has received prior
approval, evidenced by formal certification by the U.S.
Department of Labor, Employment and Training Administration.
The ratio of trainees to journeymen on the job site shall not be
greater than permitted under the plan approved by the
Employment and Training Administration. Every trainee must be
paid at not less than the rate specified in the approved program for
the trainee’s level of progress, expressed as a percentage of the
journeyman hourly rate specified in the applicable wage
determination. Trainees shall be paid fringe benefits in accordance
with the provisions of the trainee program. If the trainee program
does not mention fringe benefits, trainees shall be paid the full
amount of fringe benefits listed on the wage determination unless
the Administrator of the Wage and Hour Division determines that
there is an apprenticeship program associated with the
corresponding journeyman wage rate on the wage determination
which provides for less than full fringe benefits for apprentices.
Any employee listed on the payroll at a trainee rate who is not
registered and participating in a training plan approved by the
Employment and Training Administration shall be paid not less
than the applicable wage rate on the wage determination for the
classification of work actually performed. In addition, any trainee
performing work on the job site in excess of the ratio permitted
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under the registered program shall be paid not less than the
applicable wage rate on the wage determination for the work
actually performed. In the event the Employment and Training
Administration withdraws approval of a training program, the
contractor will no longer be permitted to utilize trainees at less
than the applicable predetermined rate for the work performed
until an acceptable program is approved.
(iii) Equal Employment Opportunity. The utilization of
apprentices, trainees and journeymen under this part shall be in
conformity with the equal employment opportunity requirements of
Executive Order 11246, as amended, and 29 CFR part 30.
(5) Compliance with Copeland Act Requirements. The contractor
shall comply with the requirements of 29 CFR part 3 which are
incorporated by reference in this Agreement.
(6) Subcontracts. The contractor or subcontractor will insert in
any subcontracts the clauses contained in section 2.4(a)(1)
through (11) and such other clauses as HUD or its designee may
by appropriate instructions require, and also a clause requiring
the subcontractors to include these clauses in any lower tier
subcontracts. The prime contractor shall be responsible for the
compliance by any subcontractor or lower tier subcontractor with
all the contract clauses in this section 2.4(a).
(7) Contract Terminations; Debarment. A breach of the contract
clauses in 29 CFR 5.5 may be grounds for termination of the
contract, and for debarment as a contractor and a subcontractor
as provided in 29 CFR 5.12.
(8) Compliance with Davis-Bacon and Related Act Requirements.
All rulings and interpretations of the Davis-Bacon and related Acts
contained in 29 CFR parts 1, 3, and 5 are herein incorporated by
reference in this contract.
(9) Disputes Concerning Labor Standards. Disputes arising out of
the labor standards provisions of this contract shall not be subject
to the general disputes clause of this contract. Such disputes shall
be resolved in accordance with the procedures of the Department
of Labor set forth in 29 CFR parts 5, 6, and 7. Disputes within the
meaning of this clause include disputes between the contractor (or
any of its subcontractors) and the PHA, HUD, the U. S.
Department of Labor, or the employees or their representatives.
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(10) Certification of Eligibility. (i) By entering into this Agreement,
the contractor certifies that neither it (nor he or she) nor any
person or firm who has an interest in the contractor’s firm is a
person or firm ineligible to be awarded Government contracts by
virtue of section 3(a) of the Davis-Bacon Act or 29 CFR 5.12(a)(1)
or to be awarded HUD contracts or participate in HUD programs
pursuant to 24 CFR part 24.
(ii) No part of this Agreement shall be subcontracted to any person
or firm ineligible for award of a Government contract by virtue of
section 3(a) of the Davis-Bacon Act or 29 CFR 5.12(a)(1) or to be
awarded HUD contracts or participate in HUD programs
pursuant to 24 CFR part 24.
(iii) The penalty for making false statements is prescribed in the
U.S. Criminal Code, 18 U.S.C. 1001. Additionally, U.S. Criminal
Code, section 1010, Title 18, U.S.C., “Federal Housing
Administration transactions, provides in part: “Whoever, for the
purpose of ...influencing in any way the action of such
Administration...makes, utters or publishes any statement, knowing
the same to be false... shall be fined not more than $5,000 or
imprisoned not more than two years, or both.”
11. Complaints, Proceedings, or Testimony by Employees. No
laborer or mechanic to whom the wage, salary, or other labor
standards provisions of this Agreement are applicable shall be
discharged or in any other manner discriminated against by the
Contractor or any subcontractor because such employee has filed
any complaint or instituted or caused to be instituted any
proceeding or has testified or is about to testify in any proceeding
under or relating to the labor standards applicable under this
Agreement to his employer.
(b) Contract Work Hours and Safety Standards Act. The provisions
of this paragraph (b) are applicable only where the amount of the
prime contract exceeds $100,000. As used in this paragraph, the
terms “laborers” and “mechanics” include watchmen and guards.
(1) Overtime Requirements. No contractor or subcontractor
contracting for any part of the contract work which may require or
involve the employment of laborers or mechanics shall require or
permit any such laborer or mechanic in any workweek in which he
or she is employed on such work to work in excess of forty hours in
such workweek unless such laborer or mechanic receives
compensation at a rate not less than one and one-half times the
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HUD 52531B, Part 2 of 2
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basic rate of pay for all hours worked in excess of forty hours in
such workweek.
(2) Violation; Liability for Unpaid Wages; Liquidated Damages. In
the event of any violation of the clause set forth in subparagraph
(1) of this paragraph, the contractor and any subcontractor
responsible therefore shall be liable for the unpaid wages. In
addition, such contractor and subcontractor shall be liable to the
United States (in the case of work done under contract for the
District of Columbia or a territory, to such District or to such
territory), for liquidated damages. Such liquidated damages shall
be computed with respect to each individual laborer or mechanic,
including watchmen and guards, employed in violation of the
clause set forth in subparagraph (1) of this paragraph, in the sum
of $25 for each calendar day on which such individual was
required or permitted to work in excess of the standard workweek
of forty hours without payment of the overtime wages required by
the clause set forth in subparagraph (1) of this paragraph.
(3) Withholding for Unpaid Wages and Liquidated Damages. HUD
or its designee shall upon its own action or upon written request of
an authorized representative of the Department of Labor withhold
or cause to be withheld, from any monies payable on account of
work performed by the contractor or subcontractor under any such
contract or any other Federal contract with the same prime
contractor, or any other Federally-assisted contract subject to the
Contract Work Hours and Safety Standards Act, which is held by
the same prime contractor such sums as may be determined to be
necessary to satisfy any liabilities of such contractor or
subcontractor for unpaid wages and liquidated damages as
provided in the clause set forth in subparagraph (2) of this
paragraph.
(4) Subcontractors. The contractor or subcontractor shall insert in
any subcontracts the clauses set forth in subparagraph (1) through
(4) of this paragraph and also a clause requiring the
subcontractors to include these clauses in any lower tier
subcontracts. The prime contractor shall be responsible for
compliance by any subcontractor or lower tier subcontractor with
the clauses set forth in subparagraphs (1) through (4) of this
paragraph.
(c) Health and Safety. The provisions of this paragraph (c) are
applicable only where the amount of the prime contract exceeds
$100,000.
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(1) No laborer or mechanic shall be required to work in
surroundings or under working conditions which are
unsanitary, hazardous or dangerous to his health and safety as
established under construction safety and health standards
promulgated by the Secretary of Labor by regulation.
(2) The contractor shall comply with all regulations issue by the
Secretary of Labor pursuant to Title 29 part 1926 and failure
to comply may result in imposition of sanctions pursuant to the
Contract Work Hours and Safety Standards Act, 40 USC 3701
et seq.
(3) The contractor shall include the provisions of this paragraph in
every subcontract so that such provisions will be binding on
each subcontractor. The contractor shall take such action with
respect to any subcontract as the Secretary of Housing and
Urban Development or the Secretary of Labor shall direct as a
means of enforcing such provisions.
2.5
Reserved
2.6
Reserved
2.7
Reserved
2.8
Wage and Claims Adjustments
The owner shall be responsible for the correction of all violations under section
2.4, including violations committed by other contractors. In cases where there is
evidence of underpayment of salaries or wages to any laborers or mechanics
(including apprentices and trainees) by the owner or other contractor or a failure
by the owner or other contractor to submit payrolls and related reports, the owner
shall be required to place an amount in escrow, as determined by HUD sufficient
to pay persons employed on the work covered by the Agreement the difference
between the salaries or wages actually paid such employees for the total number
of hours worked and the full amount of wages required under this Agreement, as
well as an amount determined by HUD to be sufficient to satisfy any liability of
the owner or other contractor for liquidated damages pursuant to section 2.4. The
amounts withheld may be disbursed by HUD for and on account of the owner or
other contractor to the respective employees to whom they are due, and to the
Federal Government in satisfaction of liquidated damages under section 2.4.
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2.9
Reserved
2.10
Evidence of Unit(s) Completion; Escrow
A.
The owner shall evidence the completion of the unit(s) by furnishing the
PHA, in addition to the requirements listed in Part I of this Agreement, a
certification of compliance with the provisions of sections 2.4 and 2.8 of
this Agreement, and that to the best of the owner’s knowledge and belief
there are no claims of underpayment to laborers or mechanics in alleged
violation of these provisions of the Agreement. In the event there are any
such pending claims to the knowledge of the owner, the PHA, or HUD,
the owner will place a sufficient amount in escrow, as directed by the PHA
or HUD, to assure such payments.
B.
The escrows required under this section and section 2.8 of shall be paid to
HUD, as escrowee, or to an escrowee designated by HUD, and the
conditions and manner of releasing such escrows shall be designated and
approved by HUD.
2.11
Flood Insurance
If the project is located in an area that has been identified by the Federal
Emergency Management Agency as an area having special flood hazards and if
the sale of flood insurance has been made available under the National Flood
Insurance Program, the owner agrees that: (1) the project will be covered, during
the life of the property, by flood insurance in an amount at least equal to its
development or project cost (less estimated land cost) or to the limit of coverage
made available with respect to the particular type of property under the National
Flood Insurance Act of 1968, whichever is less; and (2) that it will advise any
prospective purchaser or transferee of the property in writing of the continuing
statutory requirement to maintain such flood insurance during the life of the
property.
Project Based Voucher Assistance Application
Limited Opportunity Under 24 CFR 983.51(b)(2)
For Selection Based on Previous Competition Only
OPPORTUNITY
In accordance with the fiscal year 2022-23 Annual PHA Plan, the City of Glendale Housing Authority
(GHA) PHA AZ003 is accepting proposals for Project Based Vouchers from qualified developments
under the provisions of 24 CFR 983.51(b)(2) Selection based on previous competition. This
opportunity is limited to proposed developments that meet all the following requirements:
1. Received an award of federal, State, or local (city or county) government funding that required a
competitive selection of proposals (e.g., HOME, Low-Income Housing Tax Credit, Community
Development Block Grant, or American Rescue Plan Act).
2. Competitive housing assistance selection process occurred within 3 years of the PBV proposal
selection date by the City of Glendale.
3. Competitive award did not involve any consideration that the project would receive PBV
assistance from the City of Glendale.
4. Proposed development must be in an incorporated area of the City of Glendale.
5. Construction has not started.
INTENT TO AWARD
GHA intends to commit up to 20% of its Housing Choice Vouchers to be utilized as Project Based
Vouchers to attract new development of quality affordable housing in Glendale. GHA may project-base
an additional 10% of its authorized units for units specifically made available to homeless persons,
veterans, persons with disabilities, elderly persons or units located in a census tract with a poverty rate
of 20% or less.
REVIEW PERIOD
This is an ongoing opportunity for qualified developments to submit PBV Assistance Applications on a
rolling basis after having been awarded a competitive award from another agency. This is NOT a
Request for Proposals.
The city of Glendale will conduct a monthly review of all applications received by midnight on the
second Sunday of every month. Applications will be evaluated by a selection panel of at least three
persons who will review, evaluate, rank, and select the applications according to the information
submitted with the application. Award decisions will be made within 45 days of the submission
deadline for that month. Applications received after midnight on the fourth Sunday will be considered
in the following month’s review. Incomplete applications will be returned to applicants with noted
deficiencies and can be reconsidered during the next monthly review based on resubmission date.
HOW TO APPLY
Complete the following application and submit it as one pdf document including all attachments and
all pages sequentially numbered. Applications or questions should be emailed to
glendalehousing@glendaleaz.com.
1
Project Based Voucher Assistance Application
Limited Opportunity Under 24 CFR 983.51(b)(2)
For Selection Based on Previous Competition Only
PROJECT OVERVIEW
This information will not be used for application ranking.
I.
Project Owner Information
a. Organization Name: MHMP 19 Glendale Senior Apartments LLLP (c/o Mercy Housing
Mountain Plains (aka "Mercy Housing"))
b. Organization Address: 1600 Broadway Ste 2000
c. Executive Director/CEO Name: Shelly Marquez, President, Mercy Housing Mountain
Plains Telephone: 303.830.8333 Email: shelly.marquez@mercyhousing.org
d. Project Manager Name: Kuhl Brown, Real Estate Development Director Telephone:
303.830.3470 Email: kuhl.brown@mercyhousing.org
e. Other Principal/s (Name, Telephone, Email):
f. Organization Type
Community Housing Development Organization
Nonprofit Housing Developer
Nonprofit Community Organization
For Profit Housing Developer
Other (please specify):
II.
Development Consultant (if applicable)
a. Organization Name:
b. Contact Name: Telephone: Email:
III.
General Project Information
a. Name: Glendale Senior Apartments
b. Address/Location: 4902 West Glenn Drive ,Glendale, AZ,85302
c. Parcel Number: 147-13-039
d. Is the property currently owned by the Project Owner or affiliate?
Yes
No
e. If no, provide dates and specificity regarding when the Project Owner anticipates
taking ownership of the property and include contracts or other documentation as an
appendix to the application:
f. What is the requested PBV contract term length? 20 Years
IV. Project Timeline
Describe in detail the project timeline from inception to initial occupancy.
Mercy Housing began conceptualizing the project in early quarter one of 2022 and
began pre-development activity. Then, Mercy Housing applied to Maricopa County for the
ARPA funding and was awarded in April 2022. Mercy continued design and due diligence
work through quarters three and four of 2022. Currently, Mercy Housing is working towards
closing all finance and starting construction in mid-April 2023. It will be an 18-month
construction schedule. The Project is anticipated to be complete and leased up in October
2024.
V.
Obstacles
2
Project Based Voucher Assistance Application
Limited Opportunity Under 24 CFR 983.51(b)(2)
For Selection Based on Previous Competition Only
Describe any known obstacles or issues that may affect the ability to meet any
of the project timelines including zoning/land-use issues, environmental
concerns etc.
There are no known obstacles at this time.
VI. Previous Competition Award Information
Provide information regarding the previously awarded competitive process and include a copy
of the award letter and contract as an attachment to this application.
a. Organization Name: MHMP 19 Glendale Senior Apartments, LLLP (c/o Mercy Housing
Mountain Plains)
b. RFP Number: 220166-RFP
c. Date of Award: April 20, 2022
d. Award Amount: $9,500,000
VII. Disclosure of other government assistance for the proposed project (subsidy
layering review).
Arizona Deoartment of Housing (ADOH) Tax Credit Equity (4%) - $26,478,383 (final
amount TBD subject to ADOH's underwriting);
ADOH National Housing Trust Fund - $3,000,000;
City of Glendale HOME Funds - $500,000;
Maricopa County ARPA - $9,500,000 (as stated above in VI).
PROJECT RANKING CRITERIA (up to 200 points total):
The details provided below will be used to rank and review applications. The number of points
available and how the application will be scored is included in each section. Additionally, applications
will also be awarded up to 10 additional points by evaluators based on overall development feasibility,
financial feasibility, and quality of the application. The review committee reserves the right to request
references or additional information as needed.
I.
Development Experience (up to 70 points)
Select the option below that is most applicable and provide a brief narrative describing
the Project Owner’s experience in developing, owning, and managing rental properties,
especially those serving low-income families; the number of years of experience; the
number of units managed, and total number of developments. Information provided in
the narrative must substantiate the multiple-choice selection in detail.
Narrative: Mercy Housing has over 35 years of developing, owning, and managing affordable
housing for extremely low‐income seniors and disabled within Maricopa County, with an
existing portfolio of 12 properties and nearly 700 permanently affordable units in Arizona
alone. Mercy Housing is headquartered in Denver, Colorado and is the fourth largest non‐
profit owner and developer of affordable housing in the United States, with more than 22,000
affordable apartments across 330 properties and 26 states. One in five Mercy Housing
residents is a senior, and we manage more than 5,000 senior apartments across nearly 130
affordable senior properties.
3
Project Based Voucher Assistance Application
Limited Opportunity Under 24 CFR 983.51(b)(2)
For Selection Based on Previous Competition Only
Years of Experience:
a.
10 years or more (10 points)
b.
5-9 years (5 points)
c.
1-4 years (0 points)
Number of developments in Maricopa County:
a.
10 or more (10 points)
b.
5-9 (5 points)
c.
3-4 (3 points)
d.
2 or less (0 points)
Number of developments in United States:
a.
31 or more (20 points)
b.
21-30 (15 points)
c.
11-20 (10 points)
d.
5-10 (5 points)
e.
4 or less (0 points)
Average number of units per development (please ensure the total number of units and total
number of developments is included in the narrative to substantiate your response here:
a.
301 or more (20 points)
b.
201-300 (15 points)
c.
101-200 (10 points)
d.
50-100 (5 points)
e.
49 or less (0 points)
Number of existing developments currently managed by Project Owner that participate in the
U.S. Department of Housing and Urban Development Part 983 Project-Based Voucher (PBV)
Program.
a.
10 or more (10 points)
b.
5-9 (5 points)
c.
3-4 (3 points)
d.
2 or less (0 points)
II.
Ownership Intention (up to 10 points)
Select the option below that is most applicable and provide a brief narrative
describing the Project Owner’s intent as it relates to the long-term ownership of
the development. Information provided in the narrative must substantiate the multiple-
choice selection in detail.
4
Project Based Voucher Assistance Application
Limited Opportunity Under 24 CFR 983.51(b)(2)
For Selection Based on Previous Competition Only
Narrative: The Owner's intent is to provide long-term ownership of the development. Our vision
for the site is to create a senior housing campus with 148 units for seniors co‐located with
social services and community amenities.
a.
Project Owner will own for a minimum of 30 years (10 points)
b.
Project Owner will own for a minimum of 15 years (5 points)
c.
Project Owner may consider options to sell or transfer development during the
contract with the Housing Authority (0 points)
III. Management Intention (up to 10 points)
Select the option below that is most applicable and provide a brief narrative
describing the Project Owner’s intent as it relates to the long-term management of
the development. Information provided in the narrative must substantiate the multiple-
choice selection in detail.
Narrative: The Mercy family of communities has grown significantly since its founding by the
Sisters of Mercy in Omaha in 1981 and our commitment to our residents remains steadfast.
The Owner's intent is to provide long-term management of the development through our
affiliated property management company. Mercy Housing Management Group Inc. currently
manages 336 properties serving almost 23,935 affordable apartment homes in 20 states
including Arizona. We are a proven leader in the national market for affordable housing
property management. Our intent is to own and manage our own property for not only the
duration of the contract, but for the long-term.
a.
Project Owner will serve as the Property Manager for the duration of the contract
(10 points)
b.
Project Owner operates an affiliate Property Management Company that will serve
as the Property Manager for the duration of the contract (5 points)
c.
Project Owner will manage the property through a third-party contractor (0 points)
d.
Other as described in Narrative (up to 8 points)
IV.
Special Populations to use PBV Units (1 point for each dedicated unit, up to 10 points)
a. Units for Homeless (McKinney-Vento Homeless Assistance Act definition)
b. Units for Veterans
c. 40 Units for persons with disabilities or elderly persons (62 or older)
V.
Census Tract Bonus (20 points)
Is the development located in a Census Tract with a poverty rate of 20% or less?
Yes
No
VI.
Detailed Project Description (up to 80 points)
5
Project Based Voucher Assistance Application
Limited Opportunity Under 24 CFR 983.51(b)(2)
For Selection Based on Previous Competition Only
a. Describe the type of housing to be provided and how this type of housing meets the
need of Glendale residents (up to 10 points).
Narrative: Glendale Senior Apartments is a senior affordable development to be located
at the northeast corner of N 50th Avenue and W Glenn Drive, in Glendale, AZ. The
Subject will consist of an elevator-served four-story residential building containing 148
one and two-bedroom units. The building will also contain a community room, laundry
rooms on every floor, and a courtyard for residents to gather. The building is new
construction, wood framed, u-shaped on the western half of the site with an estimated
123,714 SF. All units will be LIHTC income-restricted to senior households earning at
or below 60 percent area median income (AMI). The site was chosen for a few key
reasons. Initial conversations with regional stakeholders, including the City of Glendale
estimated the need for senior housing, especially the 27% (approx. 40 units) set aside
for extremely low income seniors and disabled. The site also had the ability to “opt in”
to the Glendale Overlay District which allows for higher multifamily density. The
location along a high transit corridor and proximity to services that Seniors would
likely want or need access to including a park, pharmacy, medical services, and senior
centers. The senior population within the market area has continuously grown from
2010 to 2021 and is expected to continue to increase through 2026. As the total
senior population and number of senior households continue to grow, the demand for
senior housing units will continue to increase. factors support current and future
demand for the Project.
b. Describe how this development will enhance the livability, aesthetics, or otherwise
improve the surrounding neighborhood (up to 10 points).
Narrative: The Project is located within the Glendale Centerline Overlay District. Within the
Glendale Centerline Overlay District area are four character areas, each with their own unique
development standards. The Project is located within the Midtown District. This district
intends to serve as development transitions from suburban to urban, be mixed use with
emphasis on employment, retail, and residential, provide for redevelopment of vacant auto
dealerships into residential, retail, and employment hub, and allow vertical development up
to 70 feet high and 50 dwelling units per acre. The Project site is currently vacant and
exhibits good curb appeal. The neighborhood is a primarily mixed-use area in average to
good condition. The location is along a high transit corridor and proximity to services that
Seniors would likely want or need access to including a park, pharmacy, medical services,
and senior centers. Accessibility to public transportation, highways, retail services, and a
convenient location near a major arterial street enhance the liveability for the residents. The
site conforms to surrounding land usage, and the construction of the development will
improve the surrounding neighborhood. Additionally, the new construction of the project with
the green space with enhance the aesthetics of the neighborhood and meet the District's
goals.
6
Project Based Voucher Assistance Application
Limited Opportunity Under 24 CFR 983.51(b)(2)
For Selection Based on Previous Competition Only
c. Describe how the development meets funding priorities and is consistent with the City
of Glendale 5-Year Consolidated Plan which can be found here. Specifically identify
which goals will be addressed and how (up to 10 points).
Narrative: Glendale Senior Apartments is a senior affordable housing project serving
households with incomes that are 60% AMI or below. This directly addresses the City
of Glendale's Goal 1: Promote Access to Decent Affordable Housing by constructing a
rental housing project and using rental assitance through project based voucehers that
helps low-income households obtain decent, safe and affordable housing. This will
contribute 148 rental units which is more than the City's outcome indicator of 75
rental households assisted. Further, the Project addresses Goal 2: Increase Access to
Homeless Services/Housing by the Project setting aside units for permanent and
supportive housing to mitigate crisis situtations and promote self-sufficiency to
homeless people and those at risk of homelessness. Property Management will work
with community partners to provide supportive services to all residents and
specifically work with case management providers to serve the permanent supportive
housing households in the Project. This will contribute to the City's outcome indicators
of homeless persons sheltered and homeless prevention.
d. Characteristics and demographics of the population to be served and how this benefits
the city of Glendale (up to 10 points).
Narrative: This Project is a Senior housing project. The senior population within the primary
market area has continuously grown from 2010 to 2021 and is expected to continue to
increase through 2026. This is a positive indicator for the need of additional senior affordable
housing units. By June 2024, the elderly population will comprise approximately 15.5
percent of the total population, which will be a slight increase from 2021. This further
supports the need for additional housing units in the area and a new construction project
contributes to the increase of units. Average senior household size in the market area during
2021 was 1.76 persons; this is projected to increase slightly through 2026. This project will
provide one and two bedroom units which fits the need of the average senior household size
for the area. Using the the 2019 5-Year American Community Survey for the City of Glendale,
the median household income of renter occupied was $38,972. This shows a need for
affordable rental housing. This Project will serve a population who needs affordable rental
housing and will continue to be able to serve a population as demand only increases.
e. Evidence of financing or lender interest, include pertinent documents as attachments
(up to 10 points).
Narrative: PGIM Real Estate (PGIM RE)'s Letter of Intent dated August 2, 2022 for the
construction and permanent financing of the subject transaction through a HUD
221(d)(4) loan. This letter is intended to advise all interested parties that PGIM RE, in
its capacity as an FHA lender, intends to secure a loan for the above referenced
multifamily property.
7
Project Based Voucher Assistance Application
Limited Opportunity Under 24 CFR 983.51(b)(2)
For Selection Based on Previous Competition Only
f. On-site support services to be provided (up to 10 points).
Narrative: Mercy Housing Resident Services will manage services for the elderly and
disabled population as well as the overall senior population in this community. Mercy
Resident Services helps connect residents with programs and services that will help
them achieve their goals. Resident Services Coordinators in senior properties primarily
work to help seniors navigate life transitions, stay active and age in place successfully.
The supportive housing units will have a dedicated case manager focused on removing
barriers to successful tenancy and self‐sufficiency. Mercy Housing has experience
delivering services in mixed‐income communities as well. While our service delivery
approach is generally targeted to low‐income residents, through our Resident Services
Assessment we identify the needs of the community and adjust services accordingly.
Mercy Housing will work closely with Central Arizona Shelter Services, or another
provider, and its services' team to develop a referral system and ensure that seniors
referred to the project and accepted as residents through the process described
below, continue to receive wraparound services onsite and continued support.
g. Location, characteristics, and distance to neighborhood amenities such as services,
health care, and public transportation (up to 10 points).
Narrative: The location of the Project is excellent as it offers access to public
transportation, highway accessibility and is in proximity to retail and recreation.
Community services are readily available in Glendale. The Project is located in
reasonable proximity to commercial development, recreation, and healthcare services.
There is a bus station 0.09 miles; a gas station 0.19 miles; a grocery store 0.2 miles;
a public park 0.28 miles; a house of worship 0.42 miles; a bank 0.77 miles; the US
Post Office 0.83 miles; a pharmacy 0.90 miles; a library 1.03 miles; a senor center
2.88 miles; and a hospital 4.98 miles from the Project site.
h. Describe waitlist management and advertising practices, how they would align to
GHA’s preference priorities, and how you would envision collaborating with GHA to
promote waitlist opportunities (up to 10 points).
Narrative: Mercy will advertise units in collaboration with the City of Glendale,
neighborhood services providers and through newspaper and electronic media.
Reasonable steps will be taken to ensure that persons with Limited English Proficiency
(LEP) have meaningful access and an equal opportunity to apply for units and if they
become a resident, to participate in Mercy services, activities, programs and other
benefits. Mercy engages in meaningful communication with LEP applicants and
residents and their authorized representatives. Interpreters, translators and other aids
needed to comply with this policy shall be provided free of charge to the person being
served, and residents and their families will be informed of the availability of such
assistance. Language assistance will be provided through use of a contracted
telephonic interpretation service, competent bilingual staff, staff interpreters, or
formal arrangements with local organizations providing interpretation or translation
services or technology. Advertising and outreach activities will be done in accordance
with the applicable fair housing marketing requirements or the HUD‐approved
Affirmative Fair Housing Marketing Plan (AFHMP), and will also comply with adopting
8
Project Based Voucher Assistance Application
Limited Opportunity Under 24 CFR 983.51(b)(2)
For Selection Based on Previous Competition Only
suitable means to assure that the notice reaches eligible individuals with disabilities.
All advertising and outreach will include the HUD‐approved Equal Housing Opportunity
logo, slogan or statement. In addition, advertising depicting persons must depict
members of all eligible protected classes including individuals from both majority and
minority groups, including both sexes.
The waitlist will be capped at 300 Applicants.The Waiting List will be maintained
according to household size (if household qualifies for more than one size apartment,
they will be placed on all waiting lists that apply, at person’s request), in date and
time‐stamped order the application was received, the percentage of area median
income the annual income is, and type of unit for applicant households. After
marketing and lottery, the waitlist will be closed with the understanding that those
who are listed are fully informed of its length and the policies/procedures for selecting
individuals and updating the list when they apply and are added to the list. If no units
are available, an eligible applicant will be placed on a Waiting List. If the existing
Waiting List contains so many names that the average wait for a unit is a year or more,
the property may decline to accept additional applications. In this case, the Waiting
List is "closed". An announcement (via posting in the property office, on property
voicemail and advertising in local newspapers or publications) will be made when the
Waiting List closes and when the Waiting List reopens. The notifications will be
extensive, and the rules for applying and the order in which applications will be
processed will be stated. When units turnover Mercy property management will use a
HUD approved resident selection plan to fill the unit in a timely manner.
The PBV units will be used for senior disabled and/or homeless households.We will be
partnering with local third party providers such as CASS to fill the units and add
households to the waitlist that meet those qualifiers. Mercy will balance and maintain
the waitlist for all other units. Mercy would propose to work with the Glendale Housing
Authority to meet their preference criteria and work out a referral process for local
seniors 62+ off of the GHA waitlist. Mercy is also open to looking at preferences that
are currently offered by the GHA if those would also meet the other requirements of
the Project to be a qualified household. Glendale Housing allows a preference for
victims of domestic violence and displaced homemakers.
VII. Required Attachments
a. Previous Competition Award Letter and Contract
b. Proof of Authority to Operate in the State of Arizona (Arizona Corporation
Commission)
c. Unit Summary Table: Include a table that identifies the number of requested PBV
units, number of other subsidized units, number of market rate units, and total units
by bedroom size.
d. Proposed Contract Rent: Include a table that shows proposed contract rent per month
based on unit size.
9
Project Based Voucher Assistance Application
Limited Opportunity Under 24 CFR 983.51(b)(2)
For Selection Based on Previous Competition Only
VIII. Optional Attachments
List any additional attachments by name and number that you will include with your
application as needed:
1. PGIM LOI
2. Rent Comparable Analysis
10
Chief Procurement Officer
160 South 4th Avenue
Phoenix, AZ 85003
Phone: (602) 506-3967
Fax: (602) 506-6766
Maricopa County
Office of Procurement Services
www.maricopa.gov
April 20, 2022
RE: Affordable Housing Development Opportunities, 220166-RFP
We are pleased to notify you Maricopa County has awarded your firm a contract to supply
services and/or commodities per the subject contract with an effective date of April 20, 2022.
If you have any questions regarding Serial 220166-RFP, please contact Elizabeth Kuttner at
602-506-0099.
Sincerely,
_____________________________________
Elizabeth Kuttner, Procurement Officer
Office of Procurement Services
EK/mm
Attach.
cc:
Office of Procurement Services
re:
Serial 220166-RFP
11
SERIAL 220166-RFP
AFFORDABLE HOUSING DEVELOPMENT OPPORTUNITIES
Contract - MHMP 19 Glendale Senior Apartments LLLP
DATE OF LAST REVISION: April 20, 2022
CONTRACT END DATE: June 30, 2024
CONTRACT PERIOD THROUGH JUNE 30, 2024
TO:
All Departments
FROM:
Office of Procurement Services
SUBJECT:
Contract for AFFORDABLE HOUSING DEVELOPMENT OPPORTUNITIES
Attached to this letter is published an effective purchasing contract for products and/or services to be
supplied to Maricopa County activities as awarded by Maricopa County on April 20, 2022.
All purchases of products and/or services listed on the attached pages of this letter are to be obtained
from the vendor holding the contract. Individuals are responsible to the vendor for purchases made
outside of contracts. The contract period is indicated above.
EK/mm
Attach
Copy to:
Office of Procurement Services
Virginia Sturgill, Human Services
Rachel Milne, Human Services
Jamie Macfarlane, Human Services
12
AFFORDABLE HOUSING DEVELOPMENT OPPORTUNITIES
220166-RFP
This Contract is entered into this 20th day of April 2022 by and between Maricopa County (“County”), a
political subdivision of the State of Arizona, and MHMP 19 Glendale Senior Apartments, LLLP, an Arizona
Limited Liability Limited Partnership (“Contractor” or “Developer”).
1.0
CONTRACT TERM
This Contract is for a term of two years and two months, beginning on the 20th day of April 2022
and ending the 30th day of June 2024; however, all applicable terms and conditions of this Contract,
and any Exhibits hereto, shall remain valid for the entire Affordability Period as defined in Exhibit
C, Special Terms and Conditions, attached hereto and made a part hereof. (“Contractor” will be
referred to in Exhibit C – Special Terms and Conditions, as “Developer”).
2.0
OPTION TO RENEW
The County may, at its option and with the concurrence of the Contractor, renew the term of this
Contract up to a maximum of two years and six months. The Contractor shall be notified in writing
by the Office of Procurement Services of the County’s intention to renew the Contract term at least
60 calendar days prior to the expiration of the original Contract term.
3.0
SPECIAL TERMS AND CONDITIONS TERM
Special Terms and Conditions (Exhibit C) Developer’s Contract Termination Date: 30 years from
the date of issue of Certificate of Occupancy.
4.0
CONTRACT COMPLETION
In preparation for Contract completion, the Contractor shall make all reasonable efforts for an
orderly transition of its duties and responsibilities to another provider and/or to the County. This
may include, but is not limited to, preparation of a transition plan and cooperation with the County
or other providers in the transition. The transition includes the transfer of all records and other data
in the possession, custody, or control of the Contractor that are required to be provided to the
County either by the terms of this agreement or as a matter of law. The provisions of this clause
shall survive the expiration or termination of this agreement.
5.0
AVAILABILITY OF FUNDS
5.1
The provisions of this Contract relating to payment for services shall become effective
when funds assigned for the purpose of compensating the Contractor as herein provided
are actually available to County for disbursement. The County shall be the sole judge and
authority in determining the availability of funds under this contract. County shall keep the
Contractor fully informed as to the availability of funds.
5.2
If any action is taken by, any State agency, Federal department, or any other agency or
instrumentality to suspend, decrease, or terminate its fiscal obligations under, or in
connection with, this contract, County may amend, suspend, decrease, or terminate its
obligations under, or in connection with, this contract. In the event of termination, County
13
SERIAL 220166-RFP
shall be liable for payment only for services rendered prior to the effective date of the
termination, provided that such services are performed in accordance with the provisions
of this contract. County shall give written notice of the effective date of any suspension,
amendment, or termination under this section, at least 10 days in advance.
6.0
DUTIES
The Contractor shall perform all duties stated in Exhibit B – Statement of Work, or as otherwise
directed in writing by the Department of Housing, and the procurement officer (as applicable).
7.0
TERMS AND CONDITIONS
7.1
INDEMNIFICATION
7.1.1
To the fullest extent permitted by law, and to the extent that claims, damages,
losses, or expenses are not covered and paid by insurance purchased by the
Contractor, the Contractor shall defend, indemnify, and hold harmless the County
(as Owner), its agents, representatives, officers, directors, officials, and employees
from and against all claims, damages, losses, and expenses (including, but not
limited to attorneys' fees, court costs, expert witness fees, and the costs and
attorneys' fees for appellate proceedings) arising out of, or alleged to have resulted
from, the negligent acts, errors, omissions, or mistakes of the Contractor, its
agents, representatives, employees, or subcontractors relating to the performance
of this Contract.
7.1.2
Contractor's duty to defend, indemnify, and hold harmless the County, its agents,
representatives, officers, directors, officials, and employees shall arise in
connection with any claim, damage, loss, or expense that is attributable to bodily
injury, sickness, disease, death, or injury to, impairment of, or destruction of
tangible property, including loss of use resulting therefrom, caused by negligent
acts, errors, omissions, or mistakes in the performance of this contract, but only to
the extent caused by the negligent acts or omissions of the Contractor, a
subcontractor, anyone directly or indirectly employed by them, or anyone for
whose acts they may be liable, regardless of whether or not such claim, damage,
loss, or expense is caused in part by a party indemnified hereunder.
7.1.3
The amount and type of insurance coverage requirements set forth herein will in
no way be construed as limiting the scope of the indemnity in this section.
7.1.4
The scope of this indemnification does not extend to the sole negligence of County.
7.2
INSURANCE
7.2.1
Contractor, at Contractor’s own expense, shall purchase and maintain, at a
minimum, the herein stipulated insurance from a company or companies duly
licensed by the State of Arizona and possessing an AM Best, Inc. category rating
of B++. In lieu of State of Arizona licensing, the stipulated insurance may be
purchased from a company or companies, which are authorized to do business in
the State of Arizona, provided that said insurance companies meet the approval of
County. The form of any insurance policies and forms must be acceptable to
County.
7.2.2
All insurance required herein shall be maintained in full force and effect until all
work or service required to be performed under the terms of the Contract is
satisfactorily completed and formally accepted. Failure to do so may, at the sole
discretion of County, constitute a material breach of this contract.
14
SERIAL 220166-RFP
7.2.3
In the event that the insurance required is written on a claims-made basis,
Contractor warrants that any retroactive date under the policy shall precede the
effective date of this Contract and either continuous coverage will be maintained,
or an extended discovery period will be exercised for a period of two years
beginning at the time work under this Contract is completed.
7.2.4
Contractor’s insurance shall be primary insurance as respects County, and any
insurance or self-insurance maintained by County shall not contribute to it.
7.2.5
Any failure to comply with the claim reporting provisions of the insurance policies
or any breach of an insurance policy warranty shall not affect the County’s right to
coverage afforded under the insurance policies.
7.2.6
The insurance policies may provide coverage that contains deductibles or self-
insured retentions. Such deductible and/or self-insured retentions shall not be
applicable with respect to the coverage provided to County under such policies.
Contractor shall be solely responsible for the deductible and/or self-insured
retention and County, at its option, may require Contractor to secure payment of
such deductibles or self-insured retentions by a surety bond or an irrevocable and
unconditional letter of credit.
7.2.7
The insurance policies required by this contract, except Workers’ Compensation
and Errors and Omissions, shall name County, its agents, representatives, officers,
directors, officials, and employees as additional insureds.
7.2.8
The policies required hereunder, except Errors and Omissions, shall contain a
waiver of transfer of rights of recovery (subrogation) against County, its agents,
representatives, officers, directors, officials, and employees for any claims arising
out of Contractor’s work or service.
7.2.9
If available, the insurance policies required by this Contract may be combined with
Commercial Umbrella Insurance policies to meet the minimum limit requirements.
If a Commercial Umbrella insurance policy is utilized to meet insurance
requirements, the Certificate of Insurance shall indicate which lines the
Commercial Umbrella Insurance covers.
7.2.9.1
Commercial General Liability
Commercial General Liability (CGL) insurance and, if necessary,
Commercial Umbrella insurance with a limit of not less than $9,500,000
for each occurrence, $4,000,000 Products/Completed Operations
Aggregate, and $4,000,000 General Aggregate Limit. The policy shall
include coverage for premises liability, bodily injury, broad form property
damage, personal injury, products and completed operations and
blanket contractual coverage, and shall not contain any provisions which
would serve to limit third party action over claims. There shall be no
endorsement or modifications of the CGL limiting the scope of coverage
for liability arising from explosion, collapse, or underground property
damage.
7.2.9.2
Errors and Omissions/Professional Liability Insurance
Errors and Omissions (Professional Liability) insurance which will insure
and provide coverage for errors or omissions or professional liability of
the Contractor, with limits of no less than $2,000,000 for each claim.
15
SERIAL 220166-RFP
7.2.9.3
Builder’s Risk (Property) Insurance
Contractor shall purchase and maintain, on a replacement cost basis,
Builders’ Risk insurance and, if necessary, Commercial Umbrella
insurance in the amount of the initial Contract amount, as well as
subsequent modifications thereto for the entire work at the site. Such
Builders’ Risk insurance shall be maintained until final payment has
been made or until no person or entity other than County has an
insurable interest in the property required to be covered, whichever is
earlier. This insurance shall include interests of County, Contractor, and
all subcontractors and sub‐subcontractors in the work during the life of
the Contract and course of construction and shall continue until the work
is completed and accepted by County. For new construction projects,
Contractor agrees to assume full responsibility for loss or damage to the
work being performed and to the structures under construction. For
renovation construction projects, Contractor agrees to assume
responsibility for loss or damage to the work being performed at least up
to the full Contract amount, unless otherwise required by the Contract
documents or amendments thereto. Builders’ Risk insurance shall be on
a special form and shall also cover false work and temporary buildings
and shall insure against risk of direct physical loss or damage from
external causes including debris removal, and demolition occasioned by
enforcement of any applicable legal requirements, and shall cover
reasonable compensation for architect’s service and expenses required
as a result of such insured loss and other “soft costs” as required by the
contract. Builders’ Risk insurance must provide coverage from the time
any covered property comes under Contractor’s control and/or
responsibility, and continue without interruption during construction,
renovation, or installation, including any time during which the covered
property is being transported to the construction installation site and
while on the construction or installation site awaiting installation. The
policy will provide coverage while the covered premises or any part
thereof are occupied. Builders’ Risk insurance shall be primary, and any
insurance or self‐insurance maintained by the County is not contributory.
If the Contract requires testing of equipment or other similar operations,
at the option of County, Contractor will be responsible for providing
property insurance for these exposures under a Boiler and Machinery
insurance policy or the Builders’ Risk Insurance policy.
7.2.10 Certificates of Insurance
7.2.10.1 Prior to Contract award, Contractor shall furnish the County with valid
and complete Certificates of Insurance, or formal endorsements as
required by the Contract in the form provided by the County, issued by
Contractor’s insurer(s), as evidence that policies providing the required
coverage, conditions and limits required by this Contract are in full force
and effect. Such certificates shall identify this Contract number and title.
7.2.10.2 In the event any insurance policy(ies) required by this Contract is (are)
written on a claims-made basis, coverage shall extend for two years past
completion and acceptance of Contractor’s work or services and as
evidenced by annual certificates of insurance.
7.2.10.3 If a policy does expire during the life of the Contract, a renewal certificate
must be sent to County 15 calendar days prior to the expiration date.
16
SERIAL 220166-RFP
7.2.10.4 Certificate holder shall be identified as:
Maricopa County
c/o Risk Management
301 W Jefferson St., Suite 910
Phoenix, AZ 85003
7.2.11 Cancellation and Expiration Notice
Applicable to all insurance policies required within the insurance requirements of
this contract, Contractor’s insurance shall not be permitted to expire, be
suspended, be canceled, or be materially changed for any reason without 30 days
prior written notice to Maricopa County. Contractor must provide to Maricopa
County, within two business days of receipt, if they receive notice of a policy that
has been or will be suspended, canceled, materially changed for any reason, has
expired, or will be expiring. Such notice shall be sent directly to Maricopa County
Office of Procurement Services and shall be mailed, or hand delivered to
160 S. 4th Avenue, Phoenix, AZ 85003, or emailed to the procurement officer noted
in the solicitation.
7.3
TERMINATION FOR CONVENIENCE
Maricopa County may terminate the resultant Contract for convenience by providing 60
calendar days advance notice to the Contractor.
7.4
TERMINATION FOR DEFAULT
7.4.1
The County may, by written Notice of Default to the Contractor, terminate this
Contract in whole or in part if the Contractor fails to:
7.4.1.1
perform the services within the time specified in this Contract or any
extension;
7.4.1.2
make progress, so as to endanger performance of this contract; or
7.4.1.3
perform any of the other provisions of this contract.
7.4.2
The County’s right to terminate this Contract under these subparagraphs may be
exercised if the Contractor does not cure such failure after receipt of a Notice to
Cure from the procurement officer specifying the failure and time frame allowed in
which to remedy.
7.5
PERFORMANCE
It shall be the Contractor’s responsibility to meet the proposed performance requirements.
7.6
STATUTORY RIGHT OF CANCELLATION FOR CONFLICT OF INTEREST
Notice is given that, pursuant to A.R.S. § 38-511, the County may cancel any Contract
without penalty or further obligation within three years after execution of the contract, if any
person significantly involved in initiating, negotiating, securing, drafting, or creating the
Contract on behalf of the County is at any time, while the Contract or any extension of the
Contract is in effect, an employee or agent of any other party to the Contract in any capacity
or consultant to any other party of the Contract with respect to the subject matter of the
contract. Additionally, pursuant to A.R.S. § 38-511, the County may recoup any fee or
commission paid or due to any person significantly involved in initiating, negotiating,
securing, drafting, or creating the Contract on behalf of the County from any other party to
the Contract arising as the result of the contract.
17
SERIAL 220166-RFP
7.7
ASSIGNMENT
The Contractor may not assign to another party for performance of the terms and
conditions hereof without the written consent of the County. All correspondence authorizing
assignment must reference the Contract serial number and identify the job or project.
7.8
AMENDMENTS
All amendments to this Contract shall be in writing and approved/signed by both parties.
Maricopa County Board of Supervisors shall be responsible for approving all amendments
for Maricopa County.
7.9
RIGHTS IN DATA
7.9.1
The County shall have the use of data and reports resulting from a Contract without
additional cost or other restriction except as may be established by law or
applicable regulation. Each party shall supply to the other party, upon request, any
available information that is relevant to a Contract and to the performance
thereunder.
7.9.2
Data, records, reports, and all other information generated for the County by a third
party as the result of a Contract are the property of the County and shall be
provided in a format designated by the County or shall be and remain accessible
to the County into perpetuity.
7.10
ACCESS TO AND RETENTION OF RECORDS FOR THE PURPOSE OF AUDIT AND/OR
OTHER REVIEW
7.10.1 In accordance with Section MC1-373 of the Maricopa County Procurement Code,
the Contractor agrees to retain (physical or digital copies of) all books, records,
accounts, statements, reports, files, and other records and back-up documentation
relevant to this Contract for six years after final payment or until after the resolution
of any audit questions, which could be more than six years, whichever is longest.
The County, Federal or State auditors and any other persons duly authorized by
the department shall have full access to and the right to examine, copy, and make
use of, any and all said materials.
7.10.2 If the Contractor’s books, records, accounts, statements, reports, files, and other
records and back-up documentation relevant to this Contract are not sufficient to
support and document that requested services were provided, the Contractor shall
reimburse Maricopa County for the services not so adequately supported and
documented.
7.11
AUDIT DISALLOWANCES
If at any time it is determined by the County that a cost for which payment has been made
is a disallowed cost, the County shall notify the Contractor in writing of the disallowance.
The course of action to address the disallowance shall be at sole discretion of the County,
and may include either an adjustment to future invoices, request for credit, request for a
check, or a deduction from current invoices submitted by the Contractor equal to the
amount of the disallowance, or to require reimbursement forthwith of the disallowed amount
by the Contractor by issuing a check payable to Maricopa County.
7.12
STRICT COMPLIANCE
Acceptance by County of a performance that is not in strict compliance with the terms of
the Contract shall not be deemed to be a waiver of strict compliance with respect to all
other terms of the contract.
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SERIAL 220166-RFP
7.13
VALIDITY
The invalidity, in whole or in part, of any provision of this Contract shall not void or affect
the validity of any other provision of the contract.
7.14
SEVERABILITY
The removal, in whole or in part, of any provision of this Contract shall not void or affect
the validity of any other provision of this contract.
7.15
NON-DISCRIMINATION
Contractor agrees to comply with all provisions and requirements of Arizona Executive
Order 2009-09, including flow down of all provisions and requirements to any
subcontractors. Executive Order 2009-09 supersedes Executive Order 99-4 and amends
Executive Order 75-5 and is hereby incorporated into this Contract as if set forth in full
herein. During the performance of this contract, Contractor shall not discriminate against
any employee, client, or any other individual in any way because of that person’s age, race,
creed, color, religion, sex, disability, or national origin. (Arizona Executive Order 2009-09
can
be
downloaded
from
the
Arizona
Memory
Project
at
http://azmemory.azlibrary.gov/cdm/singleitem/collection/execorders/id/680/rec/1.)
7.16
WRITTEN CERTIFICATION PURSUANT to A.R.S. § 35-393.01
If Contractor or any subcontractor employed for the work engages in for-profit activity and
has 10 or more employees, Contractor certifies it is not currently engaged in, and agrees
for the duration of this agreement to not engage in, a boycott of goods or services from
Israel. This certification does not apply to a boycott prohibited by 50 U.S.C. § 4842 or a
regulation issued pursuant to 50 U.S.C. § 4842.
7.17
DUNS NUMBER AND SYSTEM FOR AWARD MANAGEMENT REGISTRATION
Funding for activities under this Contract are provided through under the American Rescue
Plan Act – Coronavirus State and Local Fiscal Recovery Funds Assistance Listing Number
(ALN) 21.027. All Contractors that receive Federal funding must obtain a Data Universal
Numbering System (DUNS) number through http://fedgov.dnb.com/webform. Contractor
must also be registered and remain current with the System for Award Management (SAM)
at www.sam.gov, a database of basic business information for Contractors that receive
Federal funds.
7.18
CERTIFICATION REGARDING DEBARMENT AND SUSPENSION
7.18.1 The undersigned (authorized official signing on behalf of the Contractor) certifies
to the best of his or her knowledge and belief that the Contractor, its current
officers, and directors:
7.18.1.1 are not presently debarred, suspended, proposed for debarment,
declared ineligible, or voluntarily excluded from being awarded any
Contract or grant by any United States department or agency or any
state, or local jurisdiction;
7.18.1.2 have not within a three-year period preceding this contract:
7.18.1.2.1 been convicted of fraud or any criminal offense in
connection with obtaining, attempting to obtain, or as the
result of performing a government entity (Federal, State or
local) transaction or contract; or
19
SERIAL 220166-RFP
7.18.1.2.2 been convicted of violation of any Federal or State antitrust
statutes or conviction for embezzlement, theft, forgery,
bribery, falsification or destruction of records, making false
statements, or receiving stolen property regarding a
government entity transaction or contract;
7.18.1.2.3 are not presently indicted or criminally charged by a
government entity (Federal, State or local) with commission
of any criminal offenses in connection with obtaining,
attempting to obtain, or as the result of performing a
government entity public (Federal, State or local)
transaction or contract;
7.18.1.3 are not presently facing any civil charges from any governmental entity
regarding obtaining, attempting to obtain, or from performing any
governmental entity Contract or other transaction; and
7.18.1.4 have not within a three-year period preceding this Contract had any
public transaction (Federal, State or local) terminated for cause or
default.
7.18.2 If any of the above circumstances described in the paragraph are applicable to the
entity submitting a bid for this requirement, include with your bid an explanation of
the matter including any final resolution.
7.18.3 The Contractor shall include, without modification, this clause in all lower tier
covered transactions (i.e. transactions with subcontractors or sub-subcontractors)
and in all solicitations for lower tier covered transactions related to this contract. If
this clause is applicable to a subcontractor or sub-subcontractor, the Contractor
shall include the information required by this clause with their bid.
7.19
VERIFICATION REGARDING COMPLIANCE WITH A.R.S. § 41-4401 AND FEDERAL
IMMIGRATION LAWS AND REGULATIONS
7.19.1 By entering into the contract, the Contractor warrants compliance with the
Immigration and Nationality Act (INA using E-Verify) and all other Federal
immigration laws and regulations related to the immigration status of its employees
and A.R.S. § 23-214(A). The Contractor shall obtain statements from its
subcontractors certifying compliance and shall furnish the statements to the
procurement officer upon request. These warranties shall remain in effect through
the term of the contract. The Contractor and its subcontractors shall also maintain
Employment Eligibility Verification forms (I-9) as required by the Immigration
Reform and Control Act of 1986, as amended from time to time, for all employees
performing work under the Contract and verify employee compliance using the E-
Verify system and shall keep a record of the verification for the duration of the
employee’s employment or at least three years, whichever is longer. I-9 forms are
available for download at www.uscis.gov.
7.19.2 The County retains the legal right to inspect documents of Contractor and
subcontractor employees performing work under this Contract to verify compliance
with paragraph 7.19.1 of this section. Contractor and subcontractor shall be given
reasonable notice of the County’s intent to inspect and shall make the documents
available at the time and date specified. Should the County suspect or find that the
Contractor or any of its subcontractors are not in compliance, the County will
consider this a material breach of the Contract and may pursue any and all
remedies allowed by law, including, but not limited to: suspension of work,
termination of the Contract for default, and suspension and/or debarment of the
Contractor. All costs necessary to verify compliance are the responsibility of the
Contractor.
20
SERIAL 220166-RFP
7.20
CONTRACTOR Employee Whistleblower Rights and Requirement To INFORM
EMPLOYEES of Whistleblower Rights
7.20.1 The parties agree that this Contract and employees working on this Contract will
be subject to the Contractor employee whistleblower protections established by
Title 41 U.S.C. § 4712 and Section 3.908 of the Federal Acquisition Regulation.
7.20.2 Contractor shall inform its employees in writing, in the predominant language of
the workforce, of employee whistleblower rights and protections under 41 U.S.C.
§ 4712, as described in Section 3.908 of the Federal Acquisition Regulation.
Documentation of such employee notification must be kept on file by Contractor
and copies provided to County upon request.
7.20.3 Contractor shall insert the substance of this clause, including this paragraph, in all
subcontracts over the simplified acquisition threshold ($250,000 as of fiscal year
2018).
7.21
CONTRACTOR LICENSE REQUIREMENT
The Contractor shall procure all permits, insurance, and licenses, and pay the charges and
fees necessary and incidental to the lawful conduct of his/her business, and as necessary
complete any requirements, by any and all governmental or non-governmental entities as
mandated to maintain compliance with and remain in good standing. The Contractor shall
keep fully informed of existing and future trade or industry requirements, and Federal,
State, and local laws, ordinances, and regulations which in any manner affect the fulfillment
of a Contract and shall comply with the same. Contractor shall immediately notify both
Office of Procurement Services and the department of any and all changes concerning
permits, insurance, or licenses.
7.22
INFLUENCE
7.22.1 As prescribed in MC1-1203 of the Maricopa County Procurement Code, any effort
to influence an employee or agent to breach the Maricopa County Ethical Code of
Conduct or any ethical conduct, may be grounds for disbarment or suspension
under MC1-902.
7.22.2 An attempt to influence includes, but is not limited to:
7.22.2.1 A person offering or providing a gratuity, gift, tip, present, donation,
money, entertainment or educational passes or tickets, or any type of
valuable contribution or subsidy that is offered or given with the intent to
influence a decision, obtain a contract, garner favorable treatment, or
gain favorable consideration of any kind.
7.22.3 If a person attempts to influence any employee or agent of Maricopa County, the
chief procurement officer, or his designee, reserves the right to seek any remedy
provided by the Maricopa County Procurement Code, any remedy in equity or in
the law, or any remedy provided by this contract.
7.23
CONFIDENTIAL INFORMATION
7.23.1 Any information obtained in the course of performing this Contract may include
information that is proprietary or confidential to the County. This provision
establishes the Contractor’s obligation regarding such information.
21
SERIAL 220166-RFP
7.23.2 The Contractor shall establish and maintain procedures and controls that are
adequate to assure that no information contained in its records and/or obtained
from the County or from others in carrying out its functions (services) under the
Contract shall be used by or disclosed by it, its agents, officers, or employees,
except as required to efficiently perform duties under the contract. The Contractor’s
procedures and controls, at a minimum, must be the same procedures and controls
it uses to protect its own proprietary or confidential information. If, at any time
during the duration of the contract, the County determines that the procedures and
controls in place are not adequate, the Contractor shall institute any new and/or
additional measures requested by the County within 15 business days of the
written request to do so.
7.23.3 Any requests to the Contractor for County proprietary or confidential information
shall be referred to the County for review and approval, prior to any dissemination.
7.24
PUBLIC RECORDS
Under Arizona law, all offers submitted and opened are public records and must be
retained by the County at the Maricopa County Office of Procurement Services. Offers shall
be open to public inspection and copying after Contract award and execution, except for
such offers or sections thereof determined to contain proprietary or confidential information
by the Office of Procurement Services. If an offeror believes that information in its offer or
any resulting Contract should not be released in response to a public record request, under
Arizona law, the offeror shall indicate the specific information deemed confidential or
proprietary and submit a statement with its offer detailing the reasons that the information
should not be disclosed. Such reasons shall include the specific harm or prejudice which
may arise from disclosure. The records manager of the Office of Procurement Services
shall determine whether the identified information is confidential pursuant to the Maricopa
County Procurement Code.
7.25
INTEGRATION
This Contract represents the entire and integrated agreement between the parties and
supersedes
all
prior
negotiations,
proposals,
communications,
understandings,
representations, or agreements, whether oral or written, expressed, or implied.
7.26
UNIFORM ADMINISTRATIVE REQUIREMENTS
By entering into this contract, the Contractor agrees to comply with all applicable provisions
of
Title
2,
Subtitle
A,
Chapter
II,
Part
200—UNIFORM
ADMINISTRATIVE
REQUIREMENTS, COST PRINCIPLES, AND AUDIT REQUIREMENTS FOR FEDERAL
AWARDS contained in Title 2 C.F.R. § 200 et seq.
7.27
GOVERNING LAW
This Contract shall be governed by the laws of the State of Arizona. Venue for any actions
or lawsuits involving this Contract will be in Maricopa County Superior Court, Phoenix,
Arizona.
7.28
SPECIAL TERMS AND CONDITIONS AGREEMENT
Special terms and conditions can be found in Exhibit C – SPECIAL TERMS AND
CONDITIONS which are incorporated herein and made a part hereof.
7.29
ORDER OF PRECEDENCE
If there is any conflict between the terms of this Contract and any exhibit to this Contract,
unless otherwise specified, the terms of this Contract shall prevail.
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SERIAL 220166-RFP
7.30
INCORPORATION OF DOCUMENTS
7.30.1 The following are to be attached to and made part of this Contract:
7.30.1.1 EXHIBIT A – CONTRACTOR INFORMATION
7.30.1.2 EXHIBIT B – STATEMENT OF WORK
7.30.1.2.1 Attachment B1: Project Description
7.30.1.2.2 Attachment B2: Budget
7.30.1.2.3 Attachment B3: Project Schedule
7.30.1.2.4 Attachment B4: Budget Amendment Request Form
7.30.1.2.5 Attachment B5: HOME Income and Rent Limits
7.30.1.2.6 Attachment B6: Utility Allowances
7.30.1.3 EXHIBIT C – SPECIAL TERMS AND CONDITIONS
7.30.1.4 EXHIBIT D – ADDITIONAL PROCEDURES/FORMS
7.30.1.4.1 Attachment D1: Affirmative Marketing and Fair Housing
Policies and Procedures
7.30.1.4.2 Attachment D2: Occupancy Restrictions and Project Unit
Characteristics
7.30.1.4.3 Attachment D3: Prohibited Lease Provisions
7.30.1.4.4 Attachment D4: Request for Reimbursement Procedures
7.30.1.4.5 Attachment D5: Sample Request for Reimbursement Cover
Letter
7.30.1.4.6 Attachment D6: Request for Reimbursement Form
7.30.1.4.7 Attachment D7: ARPA Progress Report
7.30.1.4.8 Attachment D8: Annual Rental Compliance Report
7.30.1.5 EXHIBIT E – SECURITY INSTRUMENTS
7.30.1.5.1 Attachment E1: Sample Declaration and Assignment of
Affirmative Land Use; Deed of Trust; Promissory Note
7.30.1.5.2 Attachment E2: Sample ALTA / NSPS Land Title Survey
7.31
NOTICES
All notices given pursuant to the terms of this Contract shall be addressed to:
For County:
Maricopa County Human Services Department
Housing and Community Development
234 N. Central Ave., Third Floor,
Phoenix, AZ 85004
Attention: Rachel Milne, Assistant Director
Phone Number: 602-506-1528
AND
Maricopa County
Office of Procurement Services
160 S. 4th Avenue
Phoenix, Arizona 85003-1647
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SERIAL 220166-RFP
For Contractor:
MHMP 19 Glendale Senior Apartments, LLLP
c/o Mercy Housing Mountain Plains
1600 Broadway, Suite 2000
Denver, CO 80202
Attention: Kuhl Brown, Director of Real Estate Development
Phone: 303.830.3300
Email: Kuhl.brown@mercyhousing.org
7.32
INQUIRIES
7.32.1 Administrative telephone/email inquiries shall be addressed to:
ELIZABETH KUTTNER, PROCUREMENT OFFICER
TELEPHONE: (602) 506-0099
elizabeth.kuttner@maricopa.gov
7.32.2 Inquiries may be submitted by telephone but must be followed up in writing. No
oral communication is binding on Maricopa County.
[signature page follows]
24
SERIAL 220166-RFP
25
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EXHIBIT A-CONTRACTOR (DEVELOPER) INFORMATION
DUNS #
118622408
FEDERAL TAX ID
88-1246593
COMPANY NAME:
MHMP 19 Glendale Senior Apartments LLLP
DOING BUSINESS AS (dba):
MAILING ADDRESS:
1600 Broadway, Suite 2000, Denver CO 80202
REMIT TO ADDRESS:
1600 Broadway, Suite 2000, Denver CO 80212
TELPHONE NUMBER:
303-830-3300
FAX NUMBER:
303-830-3301
WWW ADDRESS:
www.mercyhousing.org/mountain-plains/
REPRESENTATIVE NAME:
Kuhl Brown
REPRESENTATIVE TELEPHONE NUMBER:
303-830-3470
REPRESENTATIVE EMAIL ADDRESS
kuhl.brown@mercyhousing.org
YES
NO
REBATE
WILL
ALLOW
OTHER
GOVERNMENTAL
ENTITIES
TO
PURCHASE FROM THIS CONTRACT:
WILL ACCEPT PROCUREMENT CARD FOR PAYMENT:
FUEL COMPRISES (if applicable) % OF TOTAL BID AMOUNT
PAYMENT TERMS:
NET 30 DAYS
26
SERIAL 220166-RFP
EXHIBIT B – STATEMENT OF WORK
Attachment B1: Project Description
Project Description:
The Project as described herein, 50th & Glenn Senior Housing, shall utilize ARPA funds to construct a 144-
unit affordable housing community. The project is located at approximately 4902 W Glenn Drive, Glendale,
AZ 85301 (the “Property”) on 4.4 acres and is comprised of the following three (3) adjacent parcels as listed
on the Maricopa County Assessor's site as parcel numbers 147‐13‐041A, 147‐13‐035A and 147‐13‐036B.
50th & Glenn Senior Housing shall consist of 115 one (1) one-bedroom units and twenty-nine (29) two-
bedroom units.
ARPA funds as well as 4% Low Income Housing Tax Credits (“LIHTC”), Mercy Housing, Inc. funding, City
of Glendale Home Investment Partnership Funds (“HOME”), and ADOH State Housing Trust Fund (“STC”)
shall be used to complete the project. The fund shall be used to construct twenty-nine (29 ARPA-assisted
“floating” units at the Property (“ARPA-assisted units”). During the thirty (30) year Period of Affordability (as
defined in the Agreement), the twenty-nine (29) ARPA-assisted floating units shall consist of; (a) twenty-
three (23) one-bedroom units; and (b) six (6) two-bedroom units. The term “floating” in this Agreement shall
be defined as set forth in 24 C.F.R. § 92.252(j). The income restrictions on the ARPA-assisted units must
be maintained during the entire Period of Affordability.
ARPA funds in the amount of $9,500,000 are being sought to offset the eligible land acquisition and hard
construction costs. Thirty (30) units shall be Permanent Supportive Housing (“PSH”) units targeting seniors
(individuals 55 years of age or older) exiting homelessness whose households are earning at or below 30%
the area median income (“AMI”) with a preference for Veterans. The inclusion of the 30% AMI units is based
on securing HUD Project Based Vouchers (PBV) subsidy from the City of Glendale, currently in process.
Fifteen (15) of the units shall be permanent affordable housing targeted to serve senior households earning
at or below 50% AMI and the remaining one-hundred (100) units shall be permanent affordable housing
targeted to serve senior households earning at or below 60% AMI. The ARPA-assisted units shall be
restricted to units serving at or below 60% AMI.
50th & Glenn Senior Housing shall consist of a new four (4) story, Type V wood framed, U shaped building
with 144 units on the western half of the site with an estimated gross square footage of 129,772 and Net
Residential SF of 98,000. The property would accommodate approximately 115 off‐street parking spaces.
A large open and secure ground floor courtyard, with plaza, sitting areas, trees, gardening and sunshades
with meeting areas and an activated space for residents to congregate is planned. The site would have
enhanced landscaping and a welcoming but secure lobby entrance with two elevators serving the building
with a naturally lit active staircase as well. Laundry rooms with washer/dryers shall be located on each
floor for ease of use. Common amenities/community space shall be located on the ground floor. There shall
be a large community room opening to the courtyard with a community kitchen. There shall be a lounge
and library spaces for both large and small group activity and a fitness/flex room for activity classes. Both
Mercy Housing and its service provider partners shall offer robust resident services on‐site and have
resident engagement spaces for one‐on‐one meetings and group meeting spaces. Mercy Housing Property
Management shall have a leasing office and small meeting room adjacent to the lobby with “eyes” on the
lobby to ensure an activated but secure and welcoming space. Mercy Housing would install free building
wide community wi‐fi and internet connection points for all the units, ensuring digital connection and
interface for all residents.
All residential units would have standard multifamily amenities including full kitchen, bathroom, central air
and private balconies. One‐bedroom units shall be approximately 650 SF and two‐bedroom units
approximately 875 SF. Mercy Housing has successfully employed a “blended” model of inclusion of formerly
homeless seniors with higher AMI units with great success. The PSH units shall be mixed throughout the
property and the residential activity and typically helps stabilize individuals that need
supportive services to remain housed.
Although funding for supportive services is not included in this agreement, Mercy Housing Resident
Services shall manage services for the special needs population and the overall senior population in this
community. Mercy Resident Services helps connect residents with programs and services that shall help
them achieve their goals. Resident Services Coordinators in senior properties primarily work to help
seniors navigate life transitions, stay active and age in place successfully. The supportive housing units
27
SERIAL 220166-RFP
shall have a dedicated case manager focused on removing barriers to successful tenancy and self‐
sufficiency. Mercy Housing shall work closely with the Norton and Ramsey Social Justice Empowerment
Center (the “NREC”) and its services team to develop a referral system and ensure that seniors referred to
the project and accepted as residents through the process described below, continue to receive wraparound
services onsite and continued support from the providers at NREC. With a preference for veterans at this
site, Mercy shall also work closely with the local VA office to ensure veteran referrals are made to the
property and VA services are coordinated onsite to increase stability for these senior veterans. Mercy
Housing has done preliminary research on costs for supportive services and believes that the supportive
services model shall include 1 case manager and leverage existing case management services from the
NREC, and local behavioral health and medical services in the area. Services shall be funded by leveraging
existing programs, working with service providers that can bill Medicaid for services and some resources
generated from the development. The property’s operational costs support 1 FTE for Resident Services
and Mercy typically uses some portion of paid Developer Fee to help offset a services reserve to ensure
staffing is available onsite. Additionally, while Mercy Resident Services offers robust and enriched services
on‐site, Mercy often partners with a 3rd party for deeply supportive services that our formerly homeless
households may require to remain stably housed, such as behavior and clinical health support. Mercy shall
work hand in hand with any such provider at this property to ensure residents' full needs are being met.
Project Eligibility:
Property Standards – Housing that is constructed or rehabilitated with ARPA funds must meet all applicable
local codes, rehabilitation and construction standards, ordinances, and zoning ordinances, including
Section 504 of the Rehabilitation Act of 1973 and Fair Housing Act, as amended, at the time of project
completion. All work shall meet decent, safe and sanitary housing standards consistent with HOME
regulations including HUD Housing Quality Standards and Maricopa County Housing Rehabilitation
Standards. These standards are available on the Maricopa County website under Housing & Community
Development or upon request.
Occupancy Requirements – The Project staff shall determine and verify income eligibility of tenants for the
ARPA assisted-units prior to occupancy of a unit. The occupancy of the ARPA-assisted units must be by
households whose income is at or below 60% AMI (very low income) throughout the Period of Affordability;
see Exhibit B, Attachment B5: HOME Income and Rent Limits. The Project shall define “Annual Income”
as it is defined at 24 C.F.R. Part 92 and shall document sources of income and examine eligibility on an
annual basis in order to meet requirements of HOME regulations at 24 C.F.R. Part 92.203. Additional
guidance and resources are outlined in Exhibit D, Attachment D2: Occupancy Restrictions and Project
Unit Characteristics.
Rental Requirements – The ARPA-assisted units shall be designated as Low HOME units, which are
outlined in Exhibit B, Attachment B5: HOME Income and Rent Limits. Utility Allowances are outlined in
Exhibit B, Attachment B6: Utility Allowances. The Low HOME rent limit is the maximum rent allowed for
a ARPA-assisted unit; the maximum rent amount includes the utility allowance. Any increase in the lesser
of these rent limits must be approved by HUD and the State of Arizona Department of Housing. The
Developer shall provide to us a written request for the increase in rent limits and supporting documentation
for the justification of this request.
Affordability Period – The Developer shall ensure all housing assisted under this Agreement meets the
affordability requirements of 24 C.F.R. § 92.254 or § 92.252, as applicable.
Deliverables
Beneficiaries
Number of households (units)
29
Number of people (approximate)
35
Use of ARPA Funds - The ARPA funds provided under this Agreement shall be used for the cost detailed
in the budget found in Attachment B2.
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SERIAL 220166-RFP
EXHIBIT B – STATEMENT OF WORK
Attachment B2: Budget
FUND SOURCES
Sources
Total
Bank Debt
Debt Financing
$ 10,073,526
Tax Credit Equity (4% LIHTC)
Debt Financing
$ 21,190,950
Deferred Developers Fee
Debt Financing
$ 4,053,844
Mercy Gap Note
Soft Loan/Grant
$ 1,000,000
Glendale HOME
Soft Loan/Grant
$500,000
ADOH Housing Trust Fund
Soft Loan/Grant
$ 2,000,000
MCHSD ARPA Funds
Soft Loan/Grant
$9,500,000
Total
$ 48,318,320
BUDGET SUMMARY
Name of Activity: 50th & Glenn Senior Housing
ARPA Funds
Additional Sources
TOTAL
COST
Acquisition Costs
Land
$ 1,550,000
$ 1,550,000
$ 1,550,000
Building Acquisition
$ -
$ -
Other: taxes, title, recording
$ -
$54,000
$ 54,000
General Development Costs
Construction Hard Costs- Residential
$ 7,950,000
$ 16,657,546
$ 26,157,546
Construction Hard Costs - Local Sales Tax
$ -
$ 1,686,637
$ 1,686,637
Construction Costs- Solar Car Ports
$ -
$ 967,000
$ 967,000
Contractor OH, Profit, and Gen. Conditions
$ -
$ 1,259,135
$ 1,259,135
Hard Costs Contingency
$ -
$ 2,770,098
$ 2,770,098
Environmental- inspection and remediation
$ -
$ 12,400
$ 12,400
Demolition
$ -
$0
$0
Site Planning
$ -
$0
$0
Architect Fees
$ -
$ 551,928
$ 551,928
Engineering Fees
$ -
$ 137,982
$ 137,982
Survey, Permit, Tests
$ -
$ 304,170
$ 304,170
Legal Fees
$ -
$ 218,000
$ 218,000
Other Professional Fees
$ -
$ 18,200
$ 18,200
Accounting and Cost Certification
$ -
$ 24,500
$ 24,500
Title and Recording
$ -
$ 86,000
$ 86,000
Market Study/Appraisal
$ -
$ 17,100
$ 17,100
Real Estate Taxes
$ -
$ 45,900
$ 45,900
Insurance
$ -
$ 787,951
$ 787,951
Construction Period Interest
$ -
$ 756,810
$ 756,810
Construction & Perm Financing Fees
$ -
$ 1,100,273
$ 1,100,273
Marketing Expense
$ -
$ 20,000
$ 20,000
Reserves***
$ -
$ 873,284
$ 873,284
Soft Cost Contingency
$ -
$ 100,000
$ 100,000
Other: Tax Credit / Syndication Costs
$ -
$ 314,800
$ 314,800
Other : FF&E / Equipment
$ -
$ 423,000
$ 423,000
Other: City Impact Fee
$ -
$ 791,606
$ 791,606
Developer’s Fee
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SERIAL 220166-RFP
Developer’s Fee
$ -
$ 7,290,000
$ 7,290,000
Homeownership Counseling
Counseling fee
$ -
$-
$ -
Program Administration Costs*
Program Management Services
$ -
$-
$ -
Staff
$ -
$-
$ -
Supportive Services
$ -
$-
$ -
$ -
$-
$ -
$ -
$-
$ -
$ -
$-
$ -
TOTALS
$ 9,500,000
$ 38,818,320
$48,318,320
30
SERIAL 220166-RFP
EXHIBIT B – STATEMENT OF WORK
Attachment B3: Project Schedule
Project Milestone
Estimated
Completion Date
Comments
Site Acquisition
8/15/2022
Current PSA includes one extension - See
Construction Loan (Closing Date)
3/15/2023
Dependent on if HUD 221 (d)4 for Permanent
funding used which was modeled in proforma.
Partnership
Closing
(Closing
Date)
3/15/2023
Permanent Loan Commitment
3/15/2023
Permanent Loan Closing
3/15/2023
HUD
221
(d)4
construction/perm
with
Construction period bridge loan struture
Other Funds Firm Commitment
6/1/2022
Source: Glendale HOME
Other Funds Firm Commitment
10/1/2022
Source: ADOH (State) Housing Trust Fund
Gap
Environmental
Review
Completion
8/15/2022
Authority to Use Grant Funds
7/15/2022
Not sure what allows authority but assuming
contract completion
Zoning Entitlements
03/30/2022
Complete with City
Development
Site
Plans
Submitted to the Municipality
7/15/2022
City Glendale will require Site Development
Plan review prior to submission of 100%
Construction Doc
Construction
Permits
submitted to the City
12/1/2022
Submission of 100% CDs –
Civil Permits Issued
01/01/2023
Need
to
confirm
if
Glendale
issues
Sitework/Civil permit ahead of Building Permits
Building Permits Issued
3/1/2023
Based on updated timing from A&E
Contractors Notice to Proceed
Issued
3/15/2023
Construction Mobilization
3/20/2023
25% Completion
07/15/2023
Est. 16 mo. total construction
50% Completion
11/15/2023
Est. 16 mo. total construction
75% Completion
3/01/2024
Est. 16 mo. total construction
Certificate of Occupancy
06/30/2024
ARPA-Assisted
Units
Occupied
06/30/2024
100% Occupancy
06/30/2024
Based on similar properties for lease-up with
pre lease efforts and outreach to community
31
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EXHIBIT B – STATEMENT OF WORK
Attachment B4: Budget Amendment Request Form
Please complete the form below to be considered for an Agreement amendment. This form must be
completed for each type of amendment requested.
Requested Amendment for:
Project Number
Developer
Program Representative
Person Completing Form
Contact Number
Extension of Contract End Date
Original Contract End Date
Current Contract End Date (including approved extensions)
Proposed Contract End Date
Proposed grant funds to be carried over
$
From Program Year:
*Required Attachment
A revised implementation schedule showing when major milestones shall be completed for each activity.
Change in Proposed Accomplishments (Please explain below)
Original
Proposed Changes
Project Summary
Provide a one-sentence summary
of the activity for which you are
requesting funds.
Primary Target
Group of Beneficiaries
Estimated Number Benefited
No. of People
No. of Housing Units
Other
Amendment to Scope of Work
Please include a description of the Original Scope of Work.
Please include a description of Proposed Amendment(s).
Budget
Any increase to total original grant amount requires Board of Supervisor’s Approval. No attachments are
required, but budget information must be included below.
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SERIAL 220166-RFP
Original Approved Budget
Proposed Amended Budget
Funds
Total Funds
Funds
Total Funds
**Please include the following for the amendment requested:
1. Identify the reasons for the proposed amendment(s).
2. Steps being taken to avoid any future amendment requests for the same reasons
I approve the amendment(s) requested to be incorporated into our current agreement. All other
provisions of the agreement shall remain unchanged.
Authorized Signature
Date
FOR OFFICE USE ONLY
Recommended for Approval
Not Recommended for Approval due to: _______________________________________
________________________________________
____________________________
Staff Signature
Date
________________________________________
______________________________
Assistant Director Signature
Date
33
SERIAL 220166-RFP
EXHIBIT B – STATEMENT OF WORK
Attachment B5: HOME Income and Rent Limits
Updated HOME income rent limits from the Maricopa County Housing & Community Development division
are available on an annual basis. These limits are adjusted annually by the U.S. Department of Housing &
Urban Development (HUD). The Developer can request the updated limits from the County or by going to
https://www.maricopa.gov/3893/Notices-Documents or going to HUD’s website for the updated versions
each year.
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SERIAL 220166-RFP
EXHIBIT B – STATEMENT OF WORK
Attachment B6: Utility Allowances
Utility Allowance Determination - A utility allowance must be used when determining all eligible unit rents
only if, and only for, utilities that are paid directly by the resident. If all utilities are provided by the
owner/agent, there is no utility allowance. A copy of the current utility allowance schedule must be submitted
to the County each year with the Annual Report. It is noted that utility allowance schedules often remain
the same from year to year. If the table has not changed, the owner/agent should include a copy of a letter
so stating from the appropriate authority dated in the calendar year covered by the annual report.
If a project is receiving both ARPA and LIHTC funding, a County may coordinate with the LIHTC agency to
obtain a project-specific agency estimate or may accept a UA approved by the LIHTC agency based on its
actual usage methodology.
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SERIAL 220166-RFP
EXHIBIT C – SPECIAL TERMS AND CONDITIONS
Funding Completion Date: June 30, 2024
Developer: MHMP 19 Glendale Senior Apartments, LLLP
CFDA Number: CFDA 21.027 American Rescue Plan Act Coronavirus State and Local Fiscal Recovery
Funds
DUNS Number: 118622408
These Special Terms and Conditions are attached to and made part of the Contract - AFFORDABLE
HOUSING DEVELOPMENT OPPORTUNITIES 220166-RFP.
1.
The County is the recipient of funds from the United States of America pursuant to the
American Rescue Plan Act of 2021 (ARPA).
2.
On December 9, 2021, County did solicit proposals from developers seeking to obtain
ARPA funds for projects that are to include affordable housing within the County.
3.
Developer, in response to said solicitation, did submit a proposal for a project known as
50th and Glenn Senior Housing .
4.
County has reviewed Developer’s proposal and has determined that said proposal is
eligible for funding pursuant to the criteria established by the County.
5.
The purpose of these Special Terms and Conditions is to set forth the basis pursuant to
which the County will provide to Developer money from the allocation of ARPA funds made available to
HSD, and to establish that the failure of Developer to abide by or perform any of these term or condition
shall result in the breach of the Contract.
6.
The following words and phrases shall have the definitions set forth when used in this
Agreement:
a. “Claim for reimbursement” means the process and procedures the Developer must use to
obtain the disbursal of the funds being provided pursuant to the Contract.
b. “Declaration” means a document executed by Developer and recorded in the office of the
Maricopa County recorder against the Project Property restricting units, or some of them,
in the Project as available only to residents who income qualify for a period that is not
shorter than thirty (30) years.
c. “Deed of Trust” means a security instrument executed by Developer and recorded in the
office of the Maricopa County Recorder that secures the repayment of the funds advanced
to the Developer under certain conditions set forth in the document.
d. “Obligations Secured” means the Promissory Note, the Contract and the Declaration to be
executed and, as appropriate, recorded in connection with securing the repayment of the
funds to Developer under certain conditions set forth in those documents.
e. “Period of Affordability” means a term of thirty (30) years, commencing on the date any
certificate of occupancy is issued to the Project, during which all housing assisted under
the Contract shall satisfy the requirements set forth on Exhibit D, attachment D2 to the
Contract.
f.
“Project” means 50th and Glenn Senior Housing all as submitted to the County by
Developer in response to the solicitation by the County on January 11, 2022.
g. “Promissory Note” means a document evidencing Developer’s promise to repay the funds
advanced under certain conditions set forth in the document.
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SERIAL 220166-RFP
h. “Work” shall mean the acquisition of the property, the designing of the Project, the obtaining
of all necessary permits, approvals and land rights for the Project, the overseeing of
management of the Project, the completion of leases to qualified tenants who shall reside
in the Project and eligible on-site supportive services.
7.
Developer shall complete all Work as described on Exhibit B to the Contract.
8.
County will provide funding to Developer, subject to the availability of funds, and all terms
and conditions of the Obligations Secured, in the amount of $ 9,500,000, which funding shall be used
exclusively for Work. In no event will any funding be provided as reimbursement for monies paid for Work
performed prior to the effective date of the Contract. Failure to meet the obligations of the Contract may
result in a demand for repayment of the funds.
9.
Funding is contingent upon all housing in the Project complying with the affordability
requirements, that are further described on Exhibit D to the Contract. Failure to comply with the affordability
requirements is a material breach of the Contract and these Special Terms and Conditions, and Developer
shall repay the County any and all funds disbursed for any purpose other than funding compliant housing
unit(s).
10.
Prior to any funds being disbursed, Developer shall deliver to the County a fully authorized
and executed Declaration and Assignment of Affirmative Land Use, and a Deed of Trust, which documents
shall be recorded in the Maricopa County Recorder’s Office, to attach to the Project. The forms for such
documents are attached to the Contract as Exhibit E, attachment E1. Declaration and Assignment of
Affirmative Land Use shall bind the property of the Project to provide affordable housing to the tenants who
are to reside in the Project during the entirety of the Affordability Period. In no event shall said Declaration
be removed of record or modified in any manner without the prior written consent of the County.
11.
Prior to any funds being disbursed, Developer shall deliver to the County a copy of all
proposed forms of lease that will be required to be executed by prospective residents of the Project. No
funds will be disbursed unless and until the County approves all proposed forms of lease.
12.
Funds will be disbursed as repayment of costs for Work performed on or after the effective
date of the Contract. At the discretion of the Maricopa County Board of Supervisors, this date may be
extended, but in no event will this date be extended beyond December 31, 2026, or such other date as may
be established by the United States Government. To obtain such repayment costs, Developer shall:
a. Submit a claim for reimbursement. The payment procedures and sample forms for a
properly executed claim are shown on Exhibit D, attachments D4-D6 of the Contract.
b. Submit a request for inspection of the Work performed.
c. Not submit a claim for reimbursement until the funds are needed for payment related to
Work.
d. Submit its initial claim for reimbursement not later than 180 days from the effective date of
the Contract.
e. Not submit more than one claim for reimbursement in the same calendar month.
13.
Upon receipt of a claim for reimbursement from the Developer, the County will:
a. Review the claim for reimbursement to ensure compliance with applicable requirements
pursuant to the Contract. The approval of payment based on a claim for reimbursement is
at the County’s discretion.
b. Notify the Developer of any deficiencies in the claim for reimbursement and itemize what
additional information, if any, is need.
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c. Conduct, if, in the opinion of the County it is necessary, an inspection of the Project.
d. Disburse all funds for which and to the extent of approval of the submitted claim for
reimbursement in the manner, amount, increment, and timeframe determined at County’s
discretion.
14.
Funding is contingent upon the availability of funds. If any action is taken by any State
agency, federal department or any other agency or instrumentality to suspend, decrease or terminate its
fiscal obligation under, or in connection with the Contract, the County may amend, suspend, decrease or
terminate its obligations under or in connection with the Contract. In the event of termination, the County
will, subject to the provisions of paragraphs 9, 10, 11, 12, 13 and 15 hereof, disburse funds for Work
performed prior to the effective date of the termination. The County will give written notice of the effective
date of any suspension, amendment, or termination under this Section at least 10 calendar days in advance.
15.
Prior to occupancy of the Project the total sum of all claims for reimbursement shall not
exceed ninety-five percent (95%) of total funding to Developer by the County pursuant to the Contract.
Developer shall submit all claims for reimbursement, including the final claim for reimbursement post
issuance of the final certificate of occupancy, not later than June 30, 2024, unless extended pursuant to
paragraph 14 hereof. The term “occupancy” for purposes of obtaining the balance of funding for the Project
will be as defined on Exhibit D, attachment D2 attached hereto and made a part hereof. However, in no
event will the balance of funds be released to Developer unless and until all project beneficiaries are named
and income qualified.
16.
The County will not be liable for any contracts entered into by Developer in anticipation of
receiving payments under the Contract.
17.
Not later than July 30 of each year and continuing until the expiration of the Affordability
Period, Developer shall provide to the County:
a. A copy of the then current rent rolls.
b. Proof that all residents of the Project are qualified by income to reside in the Project.
c. A copy of the then current forms of lease required to be executed by residents of the
Project.
d. Such other information as, in the sole discretion of the County, is necessary to demonstrate
to the County that all requirements with respect to affordability are satisfied.
e. Schedule with the County an inspection to allow the County to ensure all units are in
compliance with Housing Quality Standards (HQS).
18.
Notwithstanding any reporting obligations set forth herein, Developer shall provide any and
all progress reports attached to ARPA funding by the federal government, the State of Arizona and/or the
County. Furthermore, until “occupancy” of the Project as defined on Exhibit D, attachment D2 attached
hereto and made a part hereof, Developer shall provide County with progress reports not less frequently
than 15 days after the end of each calendar quarter, providing the information required by and on the form
attached hereto as Exhibit D, attachment D7. In addition to the obligations set forth herein, Developer shall,
simultaneously with the reporting obligation of the receiving entity, provide County with a copy of all reports
and filings made with the federal government and/or the State of Arizona and/or any municipality, with
respect to the Project.
19.
Developer shall comply with any and all federal, state and local statutes, ordinances,
resolution, regulations and rules, and any violation of any such law shall be deemed to be a material breach
of the Contract. Specifically, Developer shall comply with all applicable provisions of American Rescue Plan
Act 2021 and the Coronavirus State and Local Fiscal Recovery Funds.
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20.
Developer must receive prior written approval from the County for all Project amendments
involving changes in the scope of the work, completion dates of project phases, location of approved
activities, or budget.
21.
The parties shall execute and deliver all such documents and perform all such acts as
reasonably may be requested by the other party in order to conduct the activities described herein and to
enforce the applicable affordability requirements.
22.
Developer shall acknowledge the contribution of the County in all related publications
during the Term of the Contract. Developer shall not use the name of Maricopa County in any other manner
without prior written consent. Developer shall not use the County of Maricopa logo in any publications,
marketing, or any other type of media without prior written authorization.
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EXHIBIT D- ADDITIONAL PROCEDURES/FORMS
Attachment D1: Affirmative Marketing and Fair Housing Policies and Procedures
The public, property owners, and potential tenants will be informed about the responsibilities of the Project
in complying with Fair Housing Act and Affirmative Marketing, regulations and the goal of attracting persons
from all racial, ethnic, and gender groups in the housing market area to the available housing. This policy
applies equally to all recipients of ARPA funds. The ARPA funds defer to the HOME Regulations regarding
Fair Housing and Equal Opportunity (Title VI of the Civil Rights Act of 1964, As Amended, The Fair Housing
Act, Equal Opportunity in Housing (Executive Order 11063, As Amended by Executive Order 12259), and
the
Age
Discrimination
Act
of
1975,
As
Amended;
(https://www.hud.gov/program_offices/fair_housing_equal_opp) and Affirmative Marketing (24 CFR Part
92.253(d); 2 CFR Part 92.351(a); HUD Executive Orders 11625, 12432, 12138).
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EXHIBIT D- ADDITIONAL PROCEDURES/FORMS
Attachment D2: Occupancy Restrictions and Project Unit Characteristics
This Attachment describes the specific affordability requirements and occupancy restrictions for the Project
required by the applicable program regulations and the project characteristics as described and represented
to the County. The Project shall be operated and maintained according to the unit mix and with the amenities
described herein.
1. Residential Rental Unit Mix. The Developer acknowledges that the Project shall contain 144 total
residential rental units of which, 0 are to be rented at market rates and 29 are ARPA-Assisted Units. The
ARPA-Assisted Units shall be floating Units
2. Tenant Income and Rent Restrictions. The ARPA-Assisted Units shall be rented to qualifying tenants
at the income levels and the rent limits described below:
[The following paragraphs may be deleted or revised as necessary to meet specific Project requirements]
a) At least 29 units; (a) twenty-three (23) one-bedroom units; and (b) six (6) two-bedroom units in the
Project shall be Low Program Rent units and must be occupied by low-income households initially
earning no more than 60% of the area median income adjusted by family size with rents not to exceed
the lesser of: (1) the Fair Market Rent or (2) the Low Program Rent.
b) For the purposes of distinguishing High Program Rent Units from Low Program Rent Units, increases
in tenant income are permitted as follows: In the event that the income of a tenant occupying a Low
Program Rent unit or a Very Low Program Rent unit increases but does not exceed 80% of the area
median income, that unit shall become a High Program Rent unit. To replace the Low Program Rent
unit or a Very Low Program Rent unit, the Declarants must rent the next available unit to a Low Program
Rent tenant or a Very Low Program Rent tenant as the case may be. The rent of the initial tenant whose
income has increased may be increased to the High Program Rent for the unit. This process shall not
increase the number of ARPA-Assisted Units. If the tenant’s income increases above 80% of the area
median income, the unit shall still be considered to be a High Program Rent unit but the tenant’s rent
must be adjusted as described under paragraph 2(g), below. The next available unit of comparable size
or larger must be rented to tenants eligible for a ARPA-Assisted Unit and the rent can be adjusted as
appropriate.
c) Annual Recertification of Tenant Income: The Developer must reexamine the income of tenants living
in ARPA-Assisted Units at least annually. Each recertification must take place on the anniversary of the
original income evaluation and lease signing unless the Declarants has adopted an annual schedule to
perform all verifications at the same time.
d) Source Documentation – The ARPA fund will defer to The HOME regulations in 24 C.F.R. 92.203 for
the income eligibility of applicants to be determined by examining source documentation which provides
evidence of annual income. Verification of household income must be verified by the developer in
accordance with 24 CFR 92.203. The project shall obtain and keep as part of its records the required
documentation from the applicant for all ARPA-assisted units on an annual basis.
e) Over-income Tenants - If, during the annual requalification process stipulated in 24 C.F.R. 92. 203 a
tenant is determined to be over income, the Developer shall designate the next available comparable
unit as a floating ARPA- assisted unit and apply all HOME regulatory requirements and those of this
Agreement to that unit. Developer shall notify the County of any requirements of other funding that
conflict with the requirements of this Agreement; the parties agree to take reasonable steps to remedy
such conflicts if possible and necessary
3. Supportive Services. The Developer acknowledges that supportive services shall be made available to
tenants on the Project.
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EXHIBIT D- ADDITIONAL PROCEDURES/FORMS
Attachment D3: Prohibited Lease Provisions
The ARPA funded units will defer to HOME Regulations regarding prohibited lease terms. Pursuant to 24
CFR 92.253(b), the following terms are prohibited from inclusion in leases of ARPA- assisted. units: for the
period of affordability agreed upon herein.
1. Agreement to be Sued. Tenant shall not be required to agree to be sued, admit guilt or consent to
judgement in favor of the landlord in legal proceedings brought forth in connection with the lease
agreement.
2. Treatment of Property. Landlord shall not take, hold, or sell tenant' s personal property without notice
and a court decision on the rights of the respective parties.
3. Excusing Owner from responsibility. Tenant shall not be required to hold landlord or landlord' s
agents harmless in any action or failure to act, whether unintentional or negligent.
4. Waiver of Notice. Tenant shall not be required to waive notification of a lawsuit instituted by landlord.
5. Waiver of Legal Proceedings. Tenant shall not be required to waive a court proceeding in an eviction
process.
6. Waiver of Jury Trial. Tenant shall not be required to waive any right to a trial jury.
7. Waiver of Right to Appeal Court. Decisions. Tenant shall not be required to waive their rights to
appeal a court decision associated with the lease.
8. Tenant's Payment of Legal Fees. Tenant shall not be required to pay any legal costs of landlord
associated with a court proceeding.
9. Mandatory Supportive Services. Tenant shall not be required to accept supportive services in
connection with their occupancy of the ARPA- assisted unit.
Developer acknowledges and agrees that inclusion of any of these provisions in a ARPA- assisted lease
agreement, regardless of intent, is unenforceable.
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7.33
EXHIBIT D- ADDITIONAL PROCEDURES/FORMS
Attachment D4: Request for Reimbursement Procedures
1. Cover letter to County on the Developer’s letterhead, signed by the Project’s authorized
official/representative
2. Status update of the project along with photos showing the progress of the construction
3. Request for Reimbursement Form
4. Certified Request for Payment from Contractor
5. Contractor Invoices
6. Proof of payment-cancelled checks or EFT’s for all receipts submitted
The County reserves the right to delay processing of reimbursements under this Agreement until
all required documents and back-up information is submitted to the County.
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EXHIBIT D- ADDITIONAL PROCEDURES/FORMS
Attachment D5: Sample Request for Reimbursement Cover Letter
AGENCY LETTERHEAD
Date
Rachel Milne, Assistant Director
Maricopa County Human Services Department
234 North Central Avenue
Phoenix, AZ 85004
Re:
Project Name:
Quarterly Report Enclosed _____
Contract Number: ________________ Payment Request Number: _________
Dear _________________:
This letter certifies that ( Agency Name )(“Project Name”) has complied with the requirements of the
Department of Housing and Urban Development, Maricopa County, the ARPA Program and our agreement
for reasonable and necessary costs of construction. The Project additionally certifies the files, including
project management documentation files, and financial documentation of expenditures incurred in
accordance with the program rules and regulations for eligible costs.
Therefore,
the
Project
respectfully
requests
reimbursement
of
funds
in
the
amount
of
$_________________ as established by the attached itemized expenditure invoice, other invoices, current
project status report, proof of payment and other supporting documentation. If you have any questions,
please contact me at _____________________.
Sincerely,
Signature: __________________________
Printed Name: _______________________
Title: _______________________________
Enclosures
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EXHIBIT D- ADDITIONAL PROCEDURES/FORMS
Attachment D6: Request for Reimbursement Form
This document is available in Excel format.
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This document is available in Excel format.
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EXHIBIT D- ADDITIONAL PROCEDURES/FORMS
Attachment D7: ARPA Progress Report
This document is available in Excel format.
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EXHIBIT D- ADDITIONAL PROCEDURES/FORMS
Attachment D8: Annual Rental Compliance Report
This document is available in Excel format.
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EXHIBIT E-SECURITY INSTRUMENTS
Attachment E1: Sample Declaration and Assignment of Affirmative Land Use; Deed of Trust;
Promissory Note
WHEN RECORDED, RETURN TO:
Maricopa County
Human Services Department
Assistant Director
Housing and Community Development Department
234 North Central Avenue, 3rd Floor
Phoenix, Arizona 85004
Declaration and Assignment of Affirmative Land Use
This Declaration and Assignment of Affirmative Land Use (the "Declaration"), dated this
_____ day of _______________, 2022, by MHMP 19 Glendale Senior Apartments, LLLP, a
Arizona limited liability limited partnership (“Declarant”), its successors and assigns, for the
benefit of the Maricopa County, a body politic and corporate, by and through its Human Services
Department, an agency of the Maricopa County, together with any successor and assignees, to its
rights, duties, and obligations (collectively, "County").
R E C I T A L S
WHEREAS, the County has been authorized under Arizona Revised Statutes Section 11-
251, et seq. to, among other things, facilitate development of affordable housing in Arizona by
providing funding for property development through loans and grants; and
WHEREAS, the County is the recipient of funds from the United States of America
pursuant to the American Rescue Plan Act of 2021 (ARPA); and
WHEREAS, by Resolution adopted by the Maricopa County Board of Supervisors on
_____________, 2021, the sum of $30,000,000 of the ARPA funding has been allocated to the
Maricopa County Human Services Department (“HSD”) to facilitate the creation of affordable
housing within the County; and
WHEREAS, Declarant is the record owner of property upon which Declarant propose to
develop a permanent affordable rental housing project located on lands within the County of
Maricopa, State of Arizona, the legal description of which is more particularly set forth in Exhibit
A and known as 50th and Glenn Senior Housing ("Project"); and
WHEREAS, Declarant submitted a proposal to the County seeking ARPA funds for the
Project, which proposal has met with favorable consideration and funding for which will be
provided conditioned upon Declarant recording a Declaration whereby units within the Project
shall remain affordable for a terms of not fewer than thirty (30) years; and
WHEREAS, Declarant, intends, declares, acknowledges, and covenants for itself and its
successors and assigns that the regulatory and restrictive covenants set forth in this Declaration,
governing the use and occupancy of the Project or any portion of it, are covenants running with
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the Project land for the term stated in this Declaration and are binding upon all subsequent
declarants of the Project land for such term.
NOW, THEREFORE, Declarant declares as follows:
1.
Incorporation. The above recitals are incorporated as a substantive portion of this
Declaration.
2.
Representations, Covenants. and Warranties of Declarant. Declarant represents and
warrant as follows:
(a) Declarant has good and marketable title to the real property and improvements
constituting the Project.
(b) There are 144 units available for rental and residential use in the Project.
(c) Twenty-nine (29) units; a) twenty-three (23) one-bedroom units; and (b) six (6)
two-bedroom units in the Project shall be designated as floating ARPA-assisted units low-
income units which will meet the requirements of 24 C.F.R. § 92.252 (“County ARPA
Units”).
(d) The twenty-nine (29) County ARPA Units shall be leased for no more than the
U.S. Department of Housing and Urban Development annually published LOW HOME
RENT LIMIT to individuals or families whose income shall not exceed sixty percent (60%)
of the Area Median Income pursuant to the guidelines set forth in 24 C.F.R. § 92.203
through the period of affordability;
(e) The Project will meet the property standards as set forth in 24 C.F.R. § 92.251
through the period of affordability.
(f) All affordable units occupied by income qualified tenants shall be of comparable
quality to other units in the Project.
(g) Declarant covenants and agrees not to discriminate on the basis of race, color,
religion, sex, national origin, age, disability and genetic information in the leases for
occupancy of the Project or in conjunction with the employment or application for
employment of any person or persons for the operation and management of said Project.
(h) Declarant covenants and agrees to comply with the Violence Against Women
Reauthorization Act of 2013, as applicable to the Project.
(i) The affordability period shall commence on the date the County, or such other
jurisdiction with permitting authority over the Project, issues a certificate of occupancy for
the Project.
3.
The units identified on Exhibit 2, attached hereto and made a part hereof, shall be
subject to the terms and restrictions as described on said Exhibit 3 (“Affordability Requirements”)
for the entirety of the affordability period.
4. Expiration of Restrictions. The restrictions created by this Declaration and as described
on Exhibit 2 attached hereto and made a part hereof, shall expire on the date that is 360 months
from the date the affordability period commenced (“Expiration Date”). The restrictions created by
this Declaration and this Declaration shall automatically expire on the Expiration Date. Upon
request of Declarant, or a subsequent owner of the Project, following the Expiration Date, the
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County shall execute and deliver a notice of expiration of this Declaration in a form acceptable for
recording in Maricopa County.
5.
Effect and Amendment. This Declaration shall run with and be binding on the land
and may be amended only with the prior written approval of the County.
6.
Severability. The invalidity of any clause, part or provision of this Declaration shall
not affect the validity of the remaining portions thereof.
7.
Governing Law. This Declaration shall be governed by the laws of the State of
Arizona and, where applicable, the laws of the United States of America. Declarant consents to
venue for any action to enforce this Declaration being in the Superior Court located in Maricopa
County.
8.
Assignment of Declaration. Declarant hereby assigns and sets over to Assignee,
and Assignee hereby accepts assignment of, all of Declarant’s rights and obligations under this
Declaration.
[signature pages follow]
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IN WITNESS WHEREOF, Declarant and Assignee have caused this Declaration to be
signed by their duly authorized representative, as of the day and year first above written.
DECLARANT:
MHMP 19 Glendale Senior Apartments, LLLP, an Arizona Limited Liability Limited Partnership
By:
Mercy Housing Mountain Plains, a Colorado Non-profit Corporation, managing member
By:
___________________________
Name
Title
Date: _______________________________
STATE OF ______________ )
) ss
COUNTY OF ____________ )
The foregoing instrument was acknowledged before me this _____ day of
_______________, 2022, by _______________, who personally appeared and acknowledged
themselves to be the_____________________________________________________________,
and that they as such, being authorized to do so, executed the foregoing instrument for the purposes
stated in it.
My term of office expires: ____________________
_________________________
Notary Public
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EXHIBIT 1 –Legal Description
[INFORMATION TO BE ADDED AT A LATER DATE]
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EXHIBIT 2 –Project Description
[insert information found in Exhibit B Attachment B1 of OPS contract]
Project Description:
Project Eligibility:
Property Standards -
Occupancy Requirements –
Rental Requirements -
Affordability Period –
Deliverables
Beneficiaries
Number of households (units)
Number of people (approximate)
Use of ARPA Funds - The ARPA funds provided under this Agreement shall be used for the cost detailed
in the budget found in Attachment B2.
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EXHIBIT 3- Occupancy Restrictions and Project Unit Characteristics
This Attachment describes the specific affordability requirements and occupancy restrictions for the Project
required by the applicable program regulations and the project characteristics as described and represented
to the County. The Project shall be operated and maintained according to the unit mix and with the amenities
described herein.
[insert information found in Exhibit D Attachment D2 of OPS contract]
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EXHIBIT E-SECURITY INSTRUMENTS
Attachment E2: Sample ALTA / NSPS Land Title Survey
Requested By:
When Recorded Return to:
Maricopa County
Human Services Department
Attn: Housing and Community Development Division
234 N. Central Ave., Ste. 300
Phoenix, AZ 85004
DEED OF TRUST
Effective Date:
_________________________, 2022
County and State where Real Property is located:
Maricopa County, Arizona
TRUSTOR:
DEVELOPER
BENEFICIARY:
Maricopa County
Human Services Department
Attn: Housing and Community Development Division
234 N. Central Ave., Ste. 300
Phoenix, AZ 85004
TRUSTEE:
Project Property:
PROJECT
APN:
Obligations Secured:
Promissory NoteAmount $9,500,000
Subject Real Property: Trustor is the record owner of the Project Property by deed recorded with the Maricopa
County Recorder RECORDING INFORMATION, commonly known as PROJECT and further described in
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Exhibit A hereto (the "Project Property"), incorporated by this reference. Trustor has all of the beneficial and
equitable interest in and to the Project Property and is lawfully seized and possessed of the Project Property.
1. Conveyance. Trustor irrevocably grants and conveys to Trustee in trust, with power of sale, the
Project Property, subject to existing taxes, covenants, conditions, restrictions, rights of way and
easements of record, to be held as security for the payment by Trustor of the Obligations Secured
as described on the cover page hereof, and for the performance of other obligations of Trustor as
set forth in this Deed of Trust.
2. Appurtenances. Trustor grants, together with the Project Property, all buildings and improvements
now or hereafter erected thereon and all fixtures attached to or used in connection with the Project
Property (including, without limiting the generality of the foregoing, all ventilating, heating, air
conditioning, refrigeration, plumbing and lighting fixtures), together with all leases, rents, issues,
profits or income therefrom (hereinafter “Property Income”), subject, however, to the right power
and authority hereinafter given to Beneficiary to collect and apply such Property Income.
3. Obligations Secured. The obligations secured by this Deed of Trust are: a certain Agreement
executed by and between Trustor and Beneficiary and dated _________ (the "Agreement"); a
Promissory Note dated of even date herewith in the original principal amount of $9,500,000.00
made by Trustor in favor of Beneficiary ("Promissory Note"); and the Declaration of Covenants,
Conditions, and Restrictions of even date herewith executed by Trustor in favor of Beneficiary in
conjunction with this Deed of Trust ("Declaration"). The Agreement, Promissory Note and
Declaration are collectively referred to herein as the "Obligations Secured." Capitalized terms used
herein and not otherwise defined have the same meaning as the defined terms as set forth in the
Agreement.
4. Taxes, Assessments and Trust Expenses. Trustor shall pay, before delinquent, all taxes and
assessments affecting the Project Property, all encumbrances, charges and liens, when due, with
interest, on the Project Property or any part thereof, which appear to be prior or superior hereto; all
costs, fees and expenses of this trust and all lawful charges, costs and expenses of any
reinstatement of this Deed of Trust following a default.
5. Fire Insurance. Trustor shall, at Trustor’s expense, maintain in force fire and extended coverage
insurance in any amount of not less than the full replacement value of any buildings which may
exist on the Project Property with loss payable to Beneficiary. Trustor shall provide fire insurance
protection on its furniture, fixtures and other personal property on the Project Property in an amount
equal to the full insurable value thereof and promises that any insurance coverage in this regard
will contain a waiver of the insurer’s right of subrogation against Beneficiary. The amount collected
under any insurance policy may be applied to any indebtedness hereby secured and in such order
as the Beneficiary may determine, or at the option of the Beneficiary the entire amount so collected
or any part thereof may be released to Trustor. Such application or release shall not cure or waive
any default hereunder or cause discontinuance of any action that may have been or may thereafter
be taken by Beneficiary or Trustee because of such default.
6. Liability Insurance. Trustor shall, at Trustor’s expense, maintain in force policies of liability
insurance, with Beneficiary as an additional insured thereunder, insuring Trustor against any claims
resulting from the injury to or the death of any person or the damage to or the destruction of any
property belonging to any person by reason of Beneficiary’s interest hereunder or the use and
occupancy of Project Property by Trustor. Such insurance shall be in the following amounts:
a. $2,000,000 against any claim resulting from injury to or the death of any one person.
b. $4,000,000 against any claim resulting from injury to or deaths of any number of persons
from any one accident.
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c. $2,000,000 against any claim resulting from the damage to or destruction of any property
belonging to any person.
7. Processing of Insurance Policies. Trustor shall promptly deliver to Beneficiary the originals or
true and exact copies of all insurance policies including flood insurance (if required) by this Deed
of Trust. Trustor shall not do or omit to do any act which will in any way impair or invalidate any
insurance policy required by this Deed of Trust. All insurance policies shall contain a written
obligation of the insurer to notify Beneficiary in writing at least 10 days prior to any cancellation
thereof. Failure to maintain all insurance required under any of the Obligations Secured or this
Deed of Trust shall be deemed a default and entitle Beneficiary to proceed in accordance with this
Deed of Trust for such default.
8. Indemnification of Trustee and Beneficiary. Trustor shall hold Trustee and Beneficiary, harmless
from and indemnify them for any and all claims of any nature whatsoever against Trustee or
Beneficiary resulting from their interests hereunder or the acts of Trustor except to the extent that
any claim raised by a third party is the result of the gross negligence or intentional misconduct of
the Trustee or Beneficiary. Such indemnification shall include reasonable attorneys’ fees and costs,
including cost of evidence of title. Trustor shall appear in, and defend, any action or proceeding
purporting to affect the security hereof or the rights or powers of the Trustee or Beneficiary; and
shall pay all costs and expenses of Trustee or Beneficiary, including costs of evidence of title and
attorneys’ fees in a reasonable sum in such action or proceeding which Trustee or Beneficiary may
appear, and in suit brought by Beneficiary to foreclose on this Deed of Trust.
9. Right of Beneficiary or Trustee to Pay Obligations of Trustor. If Trustor fails or refuses to pay
any sums due to be paid by it under the provisions of this Deed of Trust, or fails or refuses to take
any action as herein provided, then Beneficiary or Trustee shall have the right, but not the
obligation, to pay any such sum due to be paid by Trustor and to perform any act necessary. The
amount of such sums paid by Beneficiary or Trustee for the account of Trustor and the cost of any
such action, together with interest thereon at the maximum legal contractual rate per annum, from
the date of payment until satisfaction, shall be added to the Obligations Secured, unless otherwise
specified by Beneficiary at the time of such payment. No excuse of obligation contained in any of
the Obligations Secured shall be applicable to any payments made by Beneficiary or Trustee
pursuant to this paragraph. The payment by Beneficiary or Trustee of any such sums or the
performance of any such action shall be prima facie evidence of the necessity therefore.
10. Condemnation. Subject to the written requirements of any subordination agreement executed by
Beneficiary, any award of damages in connection with any condemnation or injury to any of the
Project Property by reason of public use or for damages for private trespass or injury thereto are
assigned in full and shall be paid to Beneficiary, who shall apply them to the payment of the principal
of the Obligations Secured, the interest thereon, and any other charges and amounts secured
hereby in such manner as Beneficiary may elect. Any remaining balance shall be paid to Trustor.
Beneficiary may, at Beneficiary’s option, appeal from any such award in the name of Trustor.
Unless Trustor and Beneficiary otherwise agree in writing, any application of such proceeds to principal shall
not extend or postpone the due dates of any installment payments of the Obligations Secured or change the
amount of such payments.
11. Affordability. At all times Trustee shall ensure that the affordability requirements, attached hereto
and made a part hereof as Exhibit B, and of the Obligations Secured, are satisfied. Failure to satisfy
the affordability requirements under any of the Obligations Secured shall be deemed a default and
entitle Beneficiary to proceed in accordance with this Deed of Trust for such default.
12. Care of Property. Trustor shall take reasonable care of the Project Property and the buildings
thereon and shall adequately maintain the Project Property in good repair and condition as at the
date the Project Property shall obtain a certificate of occupancy from Maricopa County, or such
jurisdiction with permitting authority over the Project Property, ordinary depreciation excepted.
Trustor shall commit or permit no waste and do no act which will unduly impair or depreciate the
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value of the Project Property. For purposes of this section, adequate maintenance includes (a)
removal of debris, salvage, junk cars, trash in and/or around the Project Property; (b) ongoing
maintenance of landscaping of premises; and (c) compliance with “good faith effort” to maintain
and clean interior and exterior of structure in compliance with 24 CFR 92.251 (f), Minimum Property
Standards. If the Trustor fails to so care for the Project Property, then Beneficiary, at its option, may
make or contract for the necessary repairs or remediation necessary to restore the Project Property
and, the Trustor shall reimburse Beneficiary for the reasonable cost of such repairs and remediation
on a timetable set by Beneficiary. No excuse of obligation contained in any of the Obligations
Secured shall be applicable to any payments made by Beneficiary pursuant to this paragraph.
13. Right to Inspect Project Property. In addition to any inspection rights otherwise granted to
Beneficiary pursuant to the Obligations Secured, at all convenient and reasonable times, upon prior
notice to Trustor, Beneficiary or Trustee shall have the right and license to go on and into the Project
Property to inspect it in order to determine whether the provisions of the Obligations Secured are
being kept and performed. The Trustor agrees and understands that periodic site inspections will
be made by Beneficiary.
14. Event of Default. In addition to any other items of default identified herein, each of the following
shall be considered an event of default ("Event of Default") of this Deed of Trust:
a. The occurrence of an event of default or breach of any provision of the Agreement, Promissory
Note or any other term of this Deed of Trust after written notice to Trustor and an opportunity
to cure such default or breach, or failure of Trustor to pay on demand by Beneficiary any amount
for which demand is made on Beneficiary by the U.S. Federal Government arising from the
failure by Trustor of the Project Property to comply and is not caused, partially or otherwise by
the Trustee or Beneficiary.
b. The failure of Trustor to perform any duty or obligation required by the Obligations Secured and
such failure continues after applicable cure periods;
c. The removal or attempted removal by Trustor of any property included in the Project Property
without the consent of Beneficiary;
d. The failure of Trustor to maintain the Project Property in accordance with paragraph 11 above
and such failure continues after applicable cure periods;
e. Abandonment of the Project Property by Trustor;
f.
The filing, execution or occurrence of:
i. A petition in bankruptcy by or against Trustor which is not dismissed within one hundred
twenty (120) days.
ii. A petition or answer seeking a reorganization, composition, readjustment, liquidation,
dissolution or other relief of the same or different kind under any provision of the Bankruptcy
Act which is not dismissed within one hundred twenty (120) days.
iii. Adjudication of Trustor as a bankrupt or insolvent, or insolvency in the bankruptcy equity
sense.
iv. An assignment by Trustor for the benefit of creditors, whether by trust, mortgage or otherwise.
v. A petition or other proceedings by or against Trustor for the appointment of a trustee, receiver,
guardian, conservator or liquidator of Trustor with respect to all or substantially all its property
which petition is not dismissed within one hundred twenty (120) days.
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vi. Trustor’s dissolution or liquidation or the taking of possession of Trustor’s property by any
governmental authority in connection with dissolution or liquidation.
g. A reasonable determination by Beneficiary that the security of the Deed of Trust is inadequate or
in danger of being impaired or threatened from any cause whatsoever.
h. The sale, conveyance, transfer or attempted conveyance or transfer, or subjection to a mortgage
or deed of trust, whether voluntary, involuntary or by operation of law, of the Project Property or
any interest in it, without prior written consent of Beneficiary. Upon any prospective purchaser of
the Project Property executing all necessary documents concerning the affordability requirements
of the Obligations Secured, and upon Beneficiary being satisfied said prospective purchaser is
capable of managing the Project Property to ensure satisfaction of the affordability requirements of
the Obligations Secured going forward, Beneficiary’s consent will not be unreasonably withheld,
conditioned or delayed. Notwithstanding the forgoing, Beneficiary will not unreasonably withhold
consent to any refinance of indebtedness on the Property to which the Promissory Note or this
Deed of Trust are subordinate does not constitute a default so long as such refinancing is
conducted for the sole purpose of loss mitigation or foreclosure prevention. Refinance activity
regarding indebtedness on the Property for purposes of “cashing out,” equity or that is otherwise
not for the purpose of loss mitigation, foreclosure prevention, or retention of the property without
the written consent of the Beneficiary is hereby deemed to constitute a default of the Note and
Deed of Trust during the 360 month duration of the Note.
i.
Notwithstanding anything to the contrary in the Obligations Secured, the following shall not
constitute a default under the Obligations Secured or this Deed of Trust (a) the sale, transfer,
conveyance or pledge of any membership interest in an investor member, if any, and (b) any
amendment to an operating agreement of the Trustor (the "Operating Agreement"), which does not
affect the financial terms of the Operating Agreement, and does not otherwise adversely affect the
security interest of Beneficiary in the Project Property or Declaration.
15. Cure Rights.
a. Beneficiary shall give Trustor and any other person identified in paragraph 29 below,
simultaneous written notice of any monetary Event of Default occurring under the terms of
the Promissory Note prior to exercising any remedies thereunder. Trustor shall have a
period of thirty (30) business days after receipt of such notice, or such longer period of time
as may be set forth in the Promissory Note, to cure the default prior to exercise of remedies
under the Promissory Note or this Deed of Trust.
b. Beneficiary shall give Trustor and any other person identified in paragraph 29 below,
simultaneous written notice of any non-monetary default or Event of Default occurring
under the term of the Obligations Secured, prior to exercising any remedies. Such non-
monetary default or Event of Default shall not remain uncured for more than one hundred
twenty (120) calendar days. If Beneficiary determines that Trustor has taken and diligently,
continually and in good faith continues corrective action and that the non-monetary default
or Event of Default cannot be corrected within the 120-day cure period, Beneficiary may,
in its sole discretion, allow Trustor such additional time as may be reasonably necessary
to cure the non-monetary default or Event of Default before Beneficiary exercises any
remedies.
c. Beneficiary agrees that any cure of any Event of Default described in the Obligations
Secured by any person identified in paragraph 29 below, shall be deemed to be cure by
Trustor and shall be accepted or rejected on the same basis as if made by Trustor.
16. Acceleration. In the event of default by Trustor, Beneficiary may declare all sums secured hereby
immediately due and payable by delivery to Trustee of written notice setting forth the nature thereof
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and of Beneficiary’s election to cause the Project Property to be sold under this Deed of Trust.
Beneficiary shall also deposit with Trustee all documents evidencing the Obligations Secured and
any expenditures secured hereby.
17. Trustee’s Sale. Upon receipt of Beneficiary’s notice of election to cause the Project Property to be
sold, Trustee shall, in accordance with all provisions of law, give Trustor notice of trustee’s sale
and, after the lapse of the required amount of time, sell the Project Property at public auction, at
the time and place specified in the Notice of Trustee’s Sale, to the highest bidder of cash in lawful
money of the United States, payable at the time of sale. Any persons, including Trustor, Trustee or
Beneficiary may purchase at the Trustee’s Sale. Trustee may postpone or continue the sale by
giving notice of postponement or continuance by public declaration at the time and place last
appointed for sale. Upon sale, Trustee shall deliver to the purchaser a Trustee’s Deed conveying
the Project Property, but without any covenant or warranty, expressed or implied.
18. Proceeds of Trustee’s Sale. After deducting all costs, fees and expenses of Trustee and of this
trust, including the cost of evidence of title in connection with the sale and reasonable attorney’s
fees, Trustee shall apply the proceeds of sale to payment of all sums then secured hereby and all
other sums due under the terms hereof, with accrued interest, and the remainder, if any, to the
persons legally entitled thereto or as provided by ARS §33-812 as currently codified or as amended.
19. Defaults on Prior Encumbrances. If there are mortgages upon the Project Property or other
encumbrances which are prior in time or prior in right, then Trustor promises to comply with the
terms of those prior mortgages or encumbrances. If Trustor fails to comply with such terms and
defaults on those mortgages or obligations, such default shall also be considered a default of this
Deed of Trust, and Trustee or Beneficiary herein may advance the monies necessary to remedy
such defaults, and, if it does, such monies shall be added to the Obligations Secured and shall bear
the maximum contractual legal rate of interest from the date monies are tendered unless otherwise
specified by Beneficiary at the time of such payment. Beneficiary may also proceed on this default
by exercising the same remedies it has on this Deed of Trust.
20. Foreclosure and Other Remedies. In lieu of sale pursuant to the power of sale conferred hereby,
this Deed of Trust may be foreclosed in the same manner provided by law for the foreclosure of
mortgages on real property. Beneficiary shall also have all other rights and remedies available
hereunder and at law or in equity. All rights and remedies shall be cumulative.
21. Reinstatement after Default. Notwithstanding Beneficiary’s acceleration of sums secured by this
Deed of Trust, Trustor shall have the right to have any proceedings begun by Beneficiary to enforce
this Deed Trust discontinued and to have the Deed of Trust reinstated at any time before the day
of the Trustee’s Sale or before the filing of a foreclosure action. In order to have the Deed of Trust
reinstated after default, the Trustor must:
a. Pay to Beneficiary the entire amount due under this Deed of Trust and the Obligations
Secured, other than such portion of the principal as would not be due had no default
occurred;
b. Cure all defaults or covenants or agreements of Trustor regarding the Agreement as
contained in this Deed of Trust;
c. Pay costs and expenses incurred by Beneficiary and Trustee in enforcing the terms of this
Deed of Trust and pursuing remedies;
d. Pay reasonable attorney’s fees actually incurred by Beneficiary and Trustee;
e. Pay the recording fee for any cancellation of notice of sale; and
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f.
Pay the Trustee’s fees, in an amount not to exceed $600 or one half of one per cent of the
entire unpaid principal sum secured, whichever is greater.
22. Upon reinstatement, this Deed of Trust and the Obligations Secured hereby shall remain in full
force and effect as if no acceleration had occurred.
23. Assignment of Property Income, Right of Entry and Appointment of Receiver. As additional
security, Trustor hereby gives Beneficiary the right, power and authority, during the continuance of
this Trust, to collect the Property Income, reserving to Trustor the right, prior to any Event of Default
by Trustor in payment of any indebtedness secured hereby or in performance of any agreement
hereunder, to collect and retain such Property Income as it becomes due and payable.
24. Upon any such uncured Event of Default and subject to the interest of the superior lien holders
identified in Exhibit A to the Promissory Note, Beneficiary may at any time, with notice, either in
person, by agent or by a receiver to be appointed by a court, and without regard to the adequacy
of any security for the indebtedness hereby secured, enter upon and take possession of the
Property Income; in its own name sue for or otherwise collect such Property Income, including
amounts past due and unpaid; and apply the same, less costs and expenses of operation and
collection, including reasonable attorney’s fees, upon any indebtedness secured hereby, or as
otherwise appropriate to preserve Beneficiary’s security interest and ensure compliance with the
Program, Department Guidance, and Federal Guidance (as those terms are defined in the
Promissory Note); and in such order as Beneficiary may determine.
25. The entering upon and taking possession of the Property Income, the collection of such Property
Income and the application thereof, shall not cure or waive any default or notice of Trustee’s Sale
hereunder or invalidate any act done pursuant to such notice.
26. Acts of Trustee Affecting Project Property. At any time, with notice, upon written request of
Beneficiary and presentation of this Deed of Trust and the Obligations Secured for endorsement,
Trustee may, without liability, release and reconvey all or any part of the Project Property, consent
to the making and recording, or either, of any map or plat of all or any part of the Project Property;
join in granting any easement thereon; join in or consent to any extension agreement or any
agreement subordinating the lien, encumbrance or charge hereof.
27. Any such action by Trustee may be taken without affecting the personal liability of any person for
payment of the indebtedness secured hereby, without affecting the security hereof for the full
amount secured hereby on all property remaining subject hereto, and without the necessity that
any sum representing the value or any portion thereof of the property affected by Trustee’s action
be credited on the indebtedness.
28. Satisfaction of the Obligation. If Trustee receives full payment of the Obligations Secured in the
amount secured or at the Maturity Date of the Promissory Note, whichever is earlier, at the request
of Trustor, Beneficiary or Trustee shall acknowledge satisfaction of the Deed of Trust by recording
and delivering to Trustor a Satisfaction or Release of Realty Deed of Trust in accordance with
A.R.S. § 33-712. However, the Declaration and Assignment of Affirmative Land Use recorded
against the Project property shall remain in full force and in effect for the entire duration of its term.
29. Notices. Copies of all notices and communications concerning this Deed of Trust shall be mailed
to the Parties at the addresses specified in this Deed of Trust. Any change of address shall be
communicated to the other Parties in writing. Any documents which may adversely affect the rights
of any party to this Deed of Trust shall be dispatched by Certified Mail, Return Receipt Requested.
A
copy
of
all
foregoing
notices
and
communications
shall
be
mailed
to:
_________________________________________
30. Headings. The marginal or topical headings of the provisions herein are for convenience only and
do not define, limit or construe the contents of these provisions.
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31. Interpretation. In this Deed of Trust, whenever the context so requires, masculine gender includes
the feminine and neuter, and the singular includes the plural and vice versa.
32. Applicable Law. This Deed of Trust shall be subject to and governed by the laws of the State of
Arizona, in particular the provisions of ARS Title 33, Chapter 6.1, regardless of the fact that one or
more Parties now is or may become a resident of a different state.
33. Nonwaiver. The failure of the Beneficiary at any time to require performance of any provision or to
resort to any remedy provided under this Agreement, or the Beneficiary’s agreement to provide
accommodation outside the terms of this Agreement, shall in no way affect the right of the
Beneficiary to require contract performance or to resort to a remedy at any time, or to refuse to
make accommodation thereafter, nor shall the waiver by any party of a breach be deemed to be a
waiver of any subsequent breach. A waiver shall not be effective unless it is in writing and signed
by the party against whom the waiver is being enforced. No course of dealing or any failure to
exercise, nor any delay in exercising any right, power or privilege hereunder shall operate as a
waiver thereof.
34. Succession of Benefits. The provisions of this Deed of Trust shall inure to the benefit of and be
binding upon the Parties hereto, their heirs, personal representatives, conservators and permitted
assigns.
35. Successor Trustee. Beneficiary may appoint a Successor Trustee in the manner prescribed by
law. A Successor Trustee herein shall, without conveyance from the predecessor Trustee, succeed
to all the predecessor’s title, estate, rights, powers and duties. Trustee may resign by mailing or
delivering notice thereof to Beneficiary and Trustor.
36. Entire Agreement. The terms of this Deed of Trust, the Obligations Secured and attached Exhibit
A executed this date constitute the entire agreement among the Parties and the Parties represent
that there are no collateral or side agreements not otherwise provided for within the terms of this
Deed of Trust.
37. Time of Essence. Time is of the essence in this Deed of Trust and every term, condition, covenant
and provision hereof.
38. Modification. No modification of this Deed of Trust shall be binding unless evidenced by an
agreement in writing and signed by all Parties.
39. Partial Invalidity. If any provision of this Deed of Trust is held to be invalid or unenforceable all the
remaining provisions shall nevertheless continue in full force and effect.
[SIGNATURES APPEAR ON FOLLOWING PAGES]
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TRUSTOR/BORROWER:
MHMP 19 Glendale Senior Apartments, LLLP, an Arizona Limited Liability Limited Partnership
By:
Mercy Housing Mountain Plains, a Colorado Non-profit Corporation, managing member
By: ______________________________________
[Name, Title]
STATE OF _____________
)
) ss.
County of ___________
)
The foregoing Deed of Trust was acknowledged before me this ______day of ______________, _____,
by
__________________________________________________________________________________
__________________________________________
My Commission expires:
Notary Public
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Reviewed, Approved and Agreed to Pursuant to Paragraph 38.
MARICOPA COUNTY, a political subdivision of the State of Arizona
____________________________________
[Name, Title]
STATE OF ARIZONA
)
) ss.
County of Maricopa
)
The foregoing Deed of Trust was acknowledged before me this ______day of ______________, _____,
by ______________________________________________________________________________.
__________________________________________
My Commission expires:
Notary Public
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BENEFICIARY
By:_____________________________________
Title:
STATE OF ARIZONA )
)ss.
County of Maricopa
)
The foregoing Deed of Trust was acknowledged before me this ______day of ______________, _____,
by____________________________________, Chairman, Board of Supervisors
______________________________________
My Commission expires:
Notary Public
Do not destroy this Deed of Trust or the note that it secures. Both must be delivered to the Trustee
for cancellation before release and conveyance will be made.
Escrow No.
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Exhibit A
Legal Description
[INFORMATION TO BE ADDED AT A LATER DATE]
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Exhibit B
Occupancy Restrictions and Project Unit Characteristics
This Attachment describes the specific affordability requirements and occupancy restrictions for the Project required
by the applicable program regulations and the project characteristics as described and represented to the County. The
Project shall be operated and maintained according to the unit mix and with the amenities described herein.
[insert information found in Exhibit D Attachment D2 of OPS contract]
[INFORMATION TO BE ADDED AT A LATER DATE]
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PROMISSORY NOTE
Maricopa County, Arizona
___________, 2022
For value received, Centerline on Glendale, LLC ("Borrower") promises to pay to the County of
Maricopa, an Arizona body politic ("County"), the sum of NINE MILLION FIVE HUNDRED
THOUSAND and 00/100 DOLLARS ($9,500,000.00) (the "Obligation") payable in accordance
with the terms of certain agreement between Maricopa County Administered by its Human
Services Department and MHMP 19 Glendale Senior Apartments, LLLP dated _____________,
2022 (the "Agreement"), attached hereto and incorporated herein.
1. The definition of any capitalized term or word used and not otherwise defined shall have the
meaning set forth in the Loan Agreement.
2. The Note shall bear zero percent (0%) interest. The term of this Note shall coincide with the
Affordability Period as set forth in the Agreement. Principal payments of $_____ shall be made
annually on the first day of June commencing the year following completion of the project (the
“Annual Payment”) from the Borrower’s Net Cash Flow, as hereinafter defined, in the order
determined by Borrower’s Amended and Restated Operating Agreement dated as of _______,
2022 (the “Operating Agreement”). “Net Cash Flow” shall mean the sum of gross rent revenues
(less rental taxes and tenant security deposits) plus other income received by the Borrower
from the operation of the Project, less (a) annual accrued debt service for the first and second
priority loans, (b) payment of any unpaid Deferred Development Fee amount, (c) actual
operating expenses (including amounts deposited in replacement reserve account) and
excluding allowable depreciation, and (d) payments of the Asset Management Fee pursuant to
the Operating Agreement. Net Cash Flow shall be calculated based on the Borrower’s audited
financial statements for the calendar year preceding the Annual Payment date. All outstanding
principal shall be due and payable in full on or before _____, 20__.
3. During the Affordability Period as set forth in the Agreement, Borrower shall comply
with all of the terms, restrictions and conditions in said Agreement and the Declaration
and Assignment of Affirmative Land Use recorded in accordance with said Agreement,
that ensure the housing provided in whole or in part with the funds evidenced by this
Promissory Note remains subject to affordability requirements and available to those
residents who qualify for such housing. So long as the Project Property as defined in
the Agreement, shall remain affordable in accordance with the terms of said
Agreement and the Declaration and Assignment of Affirmative Land Use for the full
term of this Promissory Note, all obligations set forth herein shall be forgiven without
the necessity of repayment. If said Project Property fails to remain affordable as
defined aforesaid, the full obligation evidenced herein shall be come immediately due
and payable in full.
4. This Note shall bind and inure to the benefit of the respective permitted successors
and assigns of the Borrower and the County.
5. Payments shall be made in lawful money of the United States of America at the
administrative offices of Maricopa County Human Services Department at the
following address: 234 N. Central Ave., Phoenix, Arizona, 85004.
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6. The prevailing party in a suit on this Note shall recover, as part of the judgment,
reasonable attorney’s fees that may be fixed by the judge of the court.
7. This Note shall be evidenced and secured by the following documents, all of which
will be executed in favor of the County on even date herewith and will be duly recorded
in the Office of the Recorder of Maricopa County, Arizona:
a. The Agreement
b. The Declaration and Assignment of Affirmative Land Use
c. Deed of Trust
8. Borrower's obligations under this Note are nonrecourse to Borrower and its members
and may be enforced solely out of the proceeds of the sale of the property in
accordance with the Deed of Trust.
9. The Note shall be governed by, and construed in accordance with, the laws of the
State of Arizona.
10. Time is of the essence in this Note and every term, condition, covenant and provision
hereof.
11. The Deed of Trust and this Note are and shall be subject and subordinate in all
respects to the liens, terms, covenants and conditions of any senior lender recorded
prior in time to the Deed of Trust, as reflected on Exhibit A attached hereto.
[SIGNATURE APPEARS ON THE FOLLOWING PAGE]
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IN WITNESS WHEREOF, Borrower has signed this Note on this ____ day of _________, 2022.
MHMP 19 Glendale Senior Apartments, LLLP, an Arizona Limited Liability Limited Partnership
By: Mercy Housing Mountain Plains, a Colorado Non-profit Corporation, managing member
By:
Its:
___________________________
[Name, Title]
STATE OF _________
)
) ss.
County of _______
)
The foregoing Promissory Note was acknowledged before me this _____ day of
,
2022, by _____________________________________________________________________.
__________________________________________
My Commission expires:
Notary Public
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Exhibit A
List of Permitted Encumbrances (Order of Priority)
1. [Lender]
2. [Lender]
3. [Lender]
[INFORMATION TO BE ADDED AT A LATER DATE]
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MHMP 19 GLENDALE SENIOR APARTMENTS LLLP DBA: MERCY HOUSING, 1600 BROADWAY,
SUITE 2000, DENVER, CO 8020
PRICING SHEET: NIGP CODE 95296
Terms:
NET 30 DAYS
Vendor Number:
VS0000007115
Certificates of Insurance
Required
Contract Period:
To cover the period ending June 30, 2024.
73
74
75
4880-9116-8786.23
OPERATING AGREEMENT
OF
MHMP 19 GLENDALE SENIOR APARTMENTS GP LLC
Dated as of March __,3, 2022
76
4880-9116-8786.23
1
OPERATING AGREEMENT
OF
MHMP 19 GLENDALE SENIOR APARTMENTS GP LLC
This Operating Agreement of MHMP 19 GLENDALE SENIOR APARTMENTS GP
LLC, a single-member limited liability company organized and existing under the laws of Arizona
(the “Company”), is entered into and shall be effective as of March __,3, 2022 (the “Effective
Date”) by and among the Company, Mercy Housing Mountain Plains, a Colorado nonprofit
corporation, (the “Sole Member”); and Mercy Housing Mountain Plains, a Colorado nonprofit
corporation, in its capacity as manager of the Company (the “Manager”).
ARTICLE I
DEFINITIONS
For purposes of this Operating Agreement, unless the context clearly indicates otherwise,
the following terms shall have the following meanings:
1.1
“Act” means the Arizona Limited Liability Company Act.
1.2
“Capital Contribution” means any contribution of cash or property to the capital of
the Company made by or on behalf of a Member as consideration for a Membership Interest.
1.3
“Dissociation Event” means the occurrence of any of the following events:
(a)
The Sole Member voluntarily withdraws from the Company;
(b)
The Sole Member assigns all of its Membership Interest and admits one or
more of the assignees as a member of the Company;
(c)
The Sole Member does any of the following: (i) Makes an assignment for
the benefit of creditors; (ii) Files a voluntary petition in bankruptcy; (iii) Is adjudicated as bankrupt
or insolvent; (iv) Files a petition or answer seeking for the Sole Member any reorganization,
arrangement, composition, readjustment, liquidation or similar relief under any statute, law or rule;
(v) Files an answer or other pleading admitting or failing to contest the material allegations of a
petition filed against the Sole Member in a bankruptcy, insolvency, reorganization or similar
proceeding; (vi) Seeks, consents to or acquiesces in the appointment of a trustee, receiver or
liquidator of the Sole Member or of all or any substantial part of the Sole Member’s property; or
(d)
If one hundred twenty (120) days after the beginning of any proceeding
against the Sole Member seeking reorganization, arrangement, composition, readjustment,
liquidation, dissolution or similar relief under any statute, law or rule the proceeding has not been
dismissed, or if within ninety (90) days after the appointment without the Sole Member’s consent
or acquiescence of a trustee, receiver or liquidator of the member or of all or any substantial part
of the Sole Member’s property the appointment is not vacated or stayed or within ninety (90) days
after the expiration of any such stay, the appointment is not vacated.
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4880-9116-8786.23
2
1.4
“Distribution” means a transfer of the Company’s property (including money) to a
Member on account of a Membership Interest regardless of whether the transfer occurs on the
liquidation of the Company, in exchange for the Member’s Membership Interest, or otherwise.
1.5
“Manager” means one or more Persons serving as a manager of the Company.
Specifically, Manager shall mean the Sole Member as the initial Manager of the Company, and
any Person or Persons who becomes an additional or successor manager under this Operating
Agreement.
1.6
“Member” shall mean the Sole Member, as the initial member of the Company, and
any Person admitted as an additional, successor, or transferee member. If there is more than one
Member, the term “Member” means all Members.
1.7
“Membership Interest” means a Member’s entire interest in the Company,
including a Member’s rights in the Company’s profits, losses, and Distributions under this
Agreement and the Act and other rights and privileges the Member may enjoy by being a Member.
1.8
“Operating Agreement” means this Operating Agreement as originally executed
and as amended.
1.9
“Person” means any individual or entity, and the heirs, executors, administrators,
legal representatives, successors, and assigns of such Person where the context so permits.
1.10
“Sole Member” means Mercy Housing Mountain Plains, a Colorado nonprofit
corporation.
1.11
“Successor in Interest” means any Person who succeeds to the ownership of the
Sole Member’s Membership Interest and who has not been admitted as a Member of the Company.
ARTICLE II
FORMATION
2.1
Organization. The Company has been organized as an Arizona limited liability
company under the provisions of the Act by filing the Articles of Organization of the Company
with the Arizona Corporation Commission on March __,3, 2022.
2.2
Operating Agreement; Effect of Inconsistencies with the Act. The terms and
conditions of this Operating Agreement govern the affairs of the Company and the relationship
between the Sole Member and the Company and is the sole expression of the agreement of the
parties. This Operating Agreement governs even when inconsistent with, or different than, the
provisions of the Act or any other law or rule. If any provision of this Operating Agreement is
prohibited or ineffective under the Act, this Operating Agreement is to be considered amended to
the smallest degree possible to make it effective under the Act. The Sole Member and Manager
may rely on the provisions of this Operating Agreement, and the Sole Member and Manager are
not liable to the Company for any action or refusal to act taken in good faith reliance on the terms
of this Operating Agreement.
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4880-9116-8786.23
3
2.3
Name. The name of the Company is “MHMP 19 Glendale Senior Apartments GP
LLC” and all business of the Company shall be conducted under that name or under any other
name, but in any case, only to the extent permitted by law.
2.4
Effective Date. This Operating Agreement is effective as of the Effective Date. The
term of the Company is perpetual unless dissolved sooner and its affairs wound up in accordance
with the Act or this Operating Agreement.
2.5
Registered Agent and Office. The registered agent for service of process and the
registered office of the Company is that Person and location stated in the Articles of Organization.
The Manager may change the registered agent or office through appropriate filings with the
Arizona Corporation Commission. If the registered agent ceases to act for any reason, or the
registered office changes, the Manager shall promptly designate a replacement registered agent
and file a notice of change of address. If the Manager fails to designate a replacement registered
agent or change of address of the registered office, any Member may designate a replacement
registered agent and file a notice of change of address.
2.6
Principal Office. The principal office of the Company is to be located at such
address as the Manager determines.
ARTICLE III
NATURE OF BUSINESS
3.1
The business of the Company is:
(a)
to support the activities of the Sole Member by working, directly or
indirectly, to develop, own, operate, finance, and manage affordable housing developments for
low-income persons and families;
(b)
to accomplish any lawful business whatsoever that may appear conducive
to or expedient for the protection or benefit of the Company and its assets;
(c)
to exercise all other powers necessary to or reasonably connected with the
Company’s business that limited liability companies may legally exercise under the Act; and
(d)
to engage in all activities necessary, customary, convenient, or incident to
any of the foregoing.
ARTICLE IV
ACCOUNTING AND RECORDS
The Manager shall maintain the following records at the principal office or principal place
of business of the Company:
4.1
the full name and business address of the Sole Member;
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4.2
a copy of the Company’s Articles of Organization and all amendments, together
with executed copies of any powers of attorney pursuant to which the Articles of Organization
have been executed;
4.3
if filed, copies of the Company’s tax returns and reports (or the portions of the
returns of others showing the taxable income deductions, gain, loss, and credits of the Company),
for the three most recent years;
4.4
copies of this Operating Agreement, including all amendments; and
4.5
copies of the Company’s financial statements, if any, for the three most recent
years.
ARTICLE V
MANAGEMENT
5.1
Management Rights. Subject to the limitations of Section 5.2 below, the Manager
shall conduct the business of the Company, and all management of the Company is hereby vested
in the Manager. If there is more than one Manager, either Manager may take any action under this
Operating Agreement. Each Manager that is an entity has the power to delegate its authority to
execute documents and otherwise bind the Company to one or more officers. The Manager has the
power and authority, on behalf of the Company, to do all things necessary or convenient to carry
out the business and affairs of the Company, including, without limitation:
(a)
conduct the Company’s business, establish Company offices, exercise the
powers of the Company within or beyond the State of Arizona, and locate or relocate a place of
business for the Company;
(b)
execute or appoint officers and agents with designation as the Manager
determines to execute, on behalf of the Company, all instruments and documents including,
without limitation, checks, drafts, notes, and other negotiable instruments, mortgages or deeds of
trust, security agreements, financing statements, and any documents providing for the acquisition,
mortgage, investment, or disposition of property, including the licensing of intellectual property;
(c)
appoint and fix compensation for officers and other agents for the Company;
(d)
determine the amount of and the making of Distributions;
(e)
purchase, receive, lease, acquire, own, hold, improve, use, and deal with the
Company’s property, wherever located;
(f)
sell, convey, mortgage, pledge, lease, exchange, and otherwise dispose of
the Company’s property;
(g)
purchase insurance to protect the Company’s property and business;
(h)
invest any Company funds in (by way of example but not limitation) time
deposits, short-term governmental obligations, commercial paper, or other investments;
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(i)
confess a judgment against the Company;
(j)
employ accountants, legal counsel, management agents, or other experts to
perform services for the Company and compensate them from Company funds;
(k)
institute, prosecute, and defend any legal proceeding in the Company’s
name;
(l)
enter into contracts and guaranties, incur liabilities, borrow money, issue
notes, bonds, and other obligations; and secure any of its obligations by mortgage or pledge any
of the Company’s property or income;
(m)
lend money, invest and reinvest the Company’s funds, and receive and hold
the Company’s property as security for repayment, including, without limitation, loan money to,
and otherwise help the Sole Member, officers, employees, and agents of the Company;
(n)
pay compensation or additional compensation to the Sole Member and
employees for services previously rendered to the Company, whether or not an agreement to pay
compensation was made before such services were rendered;
(o)
participate in operating agreements, partnership agreements, joint ventures,
or other associations of any kind with any Person or Persons, and serve as manager or general
partner or in a similar capacity under such agreements;
(p)
indemnify Members or any other Person; and
(q)
do and perform all other acts as may be necessary or appropriate to carry
out the Company’s business.
5.2
Restrictions on Authority of the Managers. Notwithstanding Section 5.1 above, no
Manager has any authority to take any of the following actions without the prior written approval
of the Sole Member:
(a)
admit an additional Member;
(b)
approve a merger, conversion, or dissolution of the Company, or the
application of any statute (the application of which is elective) to the Company;
(c)
take any act which would make it impossible to fulfill the purpose of the
Company;
(d)
amend this Operating Agreement or take any action in violation of this
Agreement;
(e)
cause the Company to voluntarily initiate a proceeding under which the
Company would become a debtor under the United States Bankruptcy Code;
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(f)
sell, exchange, or otherwise dispose of all, or substantially all, of the
Company’s property other than in the ordinary course of the Company’s business; pledge any
assets of the Company to secure any indebtedness of the Company or any other Person, or guaranty
any obligations of any Person; or
(g)
other actions as may be reserved solely to Members under other provisions
of this Operating Agreement.
5.3
Liability of Sole Member and Manager. Neither the Sole Member nor the Manager
are to be liable as Sole Member or Manager for the liabilities of the Company. The failure of the
Company to observe any formalities or requirements relating to the exercise of its powers or
management of its business or affairs under this Operating Agreement or the Act are not grounds
for imposing personal liability on the Sole Member or Manager for liabilities of the Company.
5.4
Indemnification. The Company shall indemnify the Sole Member and the Manager
for all costs, losses, liabilities, and damages paid or accrued by the Sole Member or Manager in
connection with the business of the Company to the fullest extent allowed by law. In addition, the
Manager shall cause the Company to advance costs of participation in any Proceeding to the
Manager or Sole Member. “Proceeding” means any judicial or administrative trial, hearing, or
other activity, civil, criminal or investigative, the result of which may be that a court, arbitrator, or
governmental agency may enter a judgment, order, decree, or other determination which, if not
appealed and reversed, would be binding upon the Company, the Sole Member, or other Person.
The Manager may, with the consent of the Sole Member, indemnify employees and agents of the
Company for costs, losses, liabilities, and damages paid or accrued by the agent or employee in
connection with the business of the Company to the fullest extent allowed by law.
5.5
Conflicts of Interest.
(a)
The Sole Member or Manager may enter into transactions that compete
with, or a business opportunity that may be beneficial to, the Company.
(b)
Subject to any other provision of this Operating Agreement, the fact that the
Manager or Sole Member is directly or indirectly affiliated or connected with any Person shall not
prohibit the Manager from dealing with that Person.
(c)
The Sole Member or Manager does not violate a duty or obligation to the
Company merely because the Sole Member’s conduct furthers the Sole Member’s own interest.
The Sole Member or Manager may lend money to and transact other business with the Company.
The rights and obligations of a Member or Manager who lends money to or transacts business with
the Company are the same as those of a Person who is not a Member.
5.6
Compensation of Sole Member and Manager. The Company shall reimburse the
Sole Member and Manager for all reasonable expenses incurred on behalf of the Company. The
Company shall also compensate the Manager in a reasonable amount to be determined by the Sole
Member.
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5.7
Standard of Care of Manager. The Manager’s duty of care in the discharge its duties
to the Company is limited to refraining from engaging in grossly negligent or reckless conduct,
intentional misconduct, or a knowing violation of law. In discharging its duties, the Manager shall
be fully protected in relying in good faith upon the records required to be maintained under this
Operating Agreement and upon such information, opinions, reports, or statements by its agents, or
by any other Person, as to matters the Manager reasonably believes are within such other Person’s
professional or expert competence and who has been selected with reasonable care by or on behalf
of the Company, including information, opinions, reports, or statements as to the value and amount
of the assets, liabilities, profits, or losses of the Company or any other facts pertinent to the
existence and amount of assets from which Distributions to the Sole Member may be paid.
ARTICLE VI
CAPITAL CONTRIBUTIONS
The Sole Member shall make an initial Capital Contribution of $100 contemporaneously
with the execution of this Operating Agreement. No interest accrues on any Capital Contribution,
and the Sole Member may not withdraw or be repaid for any Capital Contribution except as
provided in this Operating Agreement. The Sole Member has no obligation to make any additional
Capital Contributions.
ARTICLE VII
DISTRIBUTIONS
Except as provided by non-waivable provisions of the Act, the Company may make
Distributions to the Sole Member as determined by the Manager.
ARTICLE VIII
TAXES
8.1
Tax Treatment. The Company, for federal income tax purposes, shall be
disregarded as an entity separate from the Sole Member for so long as all Membership Interests
are held by the Sole Member. In the event that the Company admits other Members, the parties
agree that the Company shall be operated in a manner consistent with its treatment as a partnership
for Federal and state income tax purposes. Neither the Manager nor the Sole Member shall take
any action inconsistent with the express intent of the parties hereto.
8.2
Elections. The Manager may make any tax elections for the Company allowed
under the Internal Revenue Code, as amended, or the tax laws of any state or other jurisdiction.
8.3
Taxes. The Company may withhold and pay over to any governmental authority
the amount of tax, penalty, and interest required to be withheld or paid with respect to any
Membership Interest. Any tax payments shall be treated as a Distribution for the purposes of
ARTICLE VII.
8.4
Method of Accounting. The Manager shall maintain the records of the Company
on the same method of accounting as that of the Sole Member.
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8.5
Fiscal and Taxable Years. The fiscal and taxable years of the Company are the same
as those of the Sole Member.
ARTICLE IX
DISPOSITION OF MEMBERSHIP INTEREST
AND ADMISSION OF ASSIGNEES AND ADDITIONAL MEMBERS
9.1
Disposition. The Sole Member may transfer its Membership Interest, in whole or
in part, either voluntarily or by operation of law. The Sole Member may dispose of all or a portion
of its Membership Interest. Notwithstanding any provision of the Act to the contrary, upon the
disposition of the Sole Member's entire Membership Interest, the Company shall admit the
transferee without further action. Upon the transfer of a Member's entire Membership Interest
(other than a temporary transfer or transfer as a pledge or security interest), the Member will cease
to be a Member and will have no further obligations under this Agreement.
9.2
Admission of Additional Members. The Sole Member may admit additional
Members and determine the Capital Contributions of such additional Members.
ARTICLE X
DISSOLUTION AND WINDING UP
10.1
Dissolution. Except as otherwise provided in this Section 8.1, the Company shall
not dissolve upon a Dissociation Event with respect to the Sole Member or upon the bankruptcy
of the Company. If there remains no Member after any such Dissociation Event, the Successor in
Interest may (in his, her, or its discretion) become a Member of the Company upon giving to the
Company written notice of its election to become a Member within ninety (90) days thereafter, in
which event the Company shall continue. The Company shall dissolve and commence winding
up only upon the first to occur of (i) a written election to dissolve by the Sole Member, (ii) an entry
of judicial dissolution pursuant to Section 29-3701 of the Act, (iii) an administration dissolution
under Section 29-3708 of the Act, or (iv) a failure of the Successor in Interest to elect to become
a Member of the Company pursuant to the preceding sentence of this Section 8.1.
10.2
Liquidation. The Manager (or, in the absence of a Manager, a liquidating trustee
or agent appointed by either the Sole Member or the Successor in Interest, as applicable) shall,
upon dissolution of the Company, proceed to liquidate the Company’s assets and properties,
discharge the Company’s obligations, and wind up the Company’s business and affairs as promptly
as is consistent with obtaining the fair value thereof. The proceeds of liquidation of the Company’s
assets, to the extent sufficient therefor, shall be applied and distributed (to the extent permitted by
applicable law) in the following order:
(a)
First, to creditors, including the Sole Member if the Sole Member is a
creditor, in the order of priority as required by applicable law;
(b)
Second, to a reserve for contingent liabilities to be distributed at the time
and in the manner as the Manager determines in its reasonable discretion; and
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(c)
Thereafter, to the Sole Member (or Successor in Interest, if applicable) in
proportion to its Percentage Interest at the time of distribution.
10.3
Articles of Termination. When all of the Company’s properties and assets have
been applied to the Company’s debts or distributed to the Sole Member, the Manager (or a
liquidating trustee or agent appointed by the Successor in Interest in the absence of the Manager)
shall execute and file the Articles of Termination with the Arizona Corporation Commission as
required by the Act.
ARTICLE XI
AMENDMENT
This Operating Agreement may be amended or modified only by a written instrument
executed by the Sole Member.
ARTICLE XII
MISCELLANEOUS PROVISIONS
12.1
Entire Agreement. This Operating Agreement represents the Company’s entire
operating agreement.
12.2
Rights of Creditors and Third Parties Under Operating Agreement. This Operating
Agreement is for the exclusive benefit of the Company, the Sole Member, and their successors and
assigns. This Operating Agreement is not intended for the benefit of any creditor of the Company
or any other Person. No creditor or third party has any rights under this Operating Agreement or
any other agreement between the Company and the Sole Member with respect to any Capital
Contribution or otherwise.
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This Operating Agreement of MHMP 19 Glendale Senior Apartments GP LLC is entered into as
of the date first stated above.
COMPANY:
By: Mercy Housing Mountain Plains, a Colorado
nonprofit corporation, Manager
By:
_____________________
Name:
Title:
SOLE MEMBER:
Mercy Housing Mountain Plains,
a Colorado nonprofit corporation
By:
_____________________
Name:
Title:
MANAGER:
Mercy Housing Mountain Plains,
a Colorado nonprofit corporation
By:
_____________________
Name:
Title:
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MHMP 19 GLENDALE SENIOR APARTMENTS LLLP
AGREEMENT OF LIMITED PARTNERSHIP
March 10, 2022
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MHMP 19 GLENDALE SENIOR APARTMENTS LLLP
AGREEMENT OF LIMITED PARTNERSHIP
This Agreement of Limited Partnership (“Agreement”) is entered into effective the
10th day of March, 2022, by and between MHMP 19 Glendale Senior Apartments GP LLC, an
Arizona limited liability company (the “General Partner”), and Mercy Housing Mountain Plains,
a Colorado nonprofit corporation (the “Limited Partner”). The Limited Partner and the General
Partner are sometimes referred to individually as a “Partner” and collectively they are sometimes
referred to as the “Partners.” In consideration of the mutual promises set forth below, the parties
agree as follows:
ARTICLE I
FORMATION OF THE LIMITED PARTNERSHIP
1.1
Formation. The General Partner has caused a Combined Certificate of Limited
Partnership and Statement of Qualification as a Limited Liability Partnership for MHMP 19
Glendale Senior Apartments LLLP (the “Partnership”) to be filed with the Arizona Secretary of
State. Subject to section 1.5, the parties hereby agree to operate the Partnership under the name
“MHMP 19 Glendale Senior Apartments LLLP” upon the terms and conditions provided in this
Agreement, subject to the provisions of the Arizona Uniform Limited Partnership Act, as amended
(the “Act”). If there is a conflict between the provisions of this Agreement and the Act, the
provisions of this Agreement shall control except that if the conflict is with respect to a provision
that would cause the Partnership to be taxed as an association for federal income tax purposes,
then the provisions of the Act shall control. The parties intend that the Partnership shall be taxed
as a partnership for federal income tax purposes.
1.2
Compliance With Laws. The General Partner, acting directly or through an
attorney-in-fact shall execute such documents (including amendments to the Combined Certificate
of Limited Partnership and Statement of Qualification as a Limited Liability Partnership described
above) and take such further action as shall be appropriate or helpful to comply with the
requirements of law for the formation and operation of a limited liability limited partnership in
Arizona, the counties therein, and all other states and counties where the Partnership elects to carry
on its business. The General Partner shall not be required to deliver to the Limited Partner copies
of the Partnership’s Combined Certificate of Limited Partnership and Statement of Qualification
as a Limited Liability Partnership or any amendments thereto.
1.3
Business. The business of the Partnership shall be: (a) to acquire, develop,
construct, own, operate, manage and maintain an affordable housing development located in the
City of Glendale, Arizona, to be known as Glendale Senior Apartments (the “Project”) in order to
provide safe, decent and affordable housing for low-income persons and families; (b) to obtain
financing and refinancing to accomplish the foregoing purposes; and (c) to do any and all other
things necessary, desirable or incidental to the foregoing purposes. The Partnership may sell or
otherwise dispose of all or substantially all of its assets as provided in this Agreement, and any
such sale or disposition shall be considered to be within the scope of the Partnership’s business.
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1.4
Principal Office; Agent. The principal office of the Partnership shall be at 4902 W.
Glenn Drive, Glendale, Arizona 85301 or such other place in Arizona as the General Partner may
select from time to time. The Partnership’s agent for service of process, and its address, shall be
Corporation Service Company, 8825 N. 23rd Avenue, Suite 100, Phoenix, AZ 85021 or such other
person or address as the General Partner may select from time to time.
1.5
Term. The Partnership shall commence on the date that the Combined Certificate
of Limited Partnership and Statement of Qualification to be a Limited Liability Partnership was
filed in the office of the Secretary of State of the State of Arizona and shall continue until
terminated as provided in Article XII.
ARTICLE II
DEFINITIONS
2.1
Act shall have the meaning set forth in Section 1.1 hereof.
2.2
Adjusted Properties shall have the meaning set forth in Section 7.2 hereof.
2.3
Affiliate. An “Affiliate” of a Partner is a person or entity that controls, is controlled
by or is under common control with such Partner. A person or entity that has a 20 percent or more
interest, directly or indirectly, in another person or entity shall be conclusively deemed to be a
controlling person.
2.4
Code. The Internal Revenue Code of 1986, as amended from time to time. Any
reference herein to a specific section or sections of the Code shall be deemed to include a reference
to any corresponding provision of future law.
2.5
Project shall have the meaning set forth in Section 1.3 hereof.
2.6
Sharing Ratio. The “Sharing Ratio” of each Partner shall mean the percentage
interest as follows: Limited Partner – 1.00 percent; General Partner – 99.00 percent. Sharing
Ratios of the Partners shall be adjusted from time to time as provided herein.
2.7
Treasury Regulations. Regulations issued by the Department of Treasury under the
Code. Any reference herein to a specific section or sections of the Treasury Regulations shall be
deemed to include a reference to any corresponding provision of future regulations under the Code
ARTICLE III
CAPITAL CONTRIBUTIONS
3.1
Initial Capital Contributions. Upon execution of this Agreement, the General
Partner and the Limited Partner shall each contribute $100.00 to the capital of the Partnership.
3.2
Additional Capital Contributions. Additional contributions to the Partnership shall
be made only upon the consent of all Partners.
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3.3
Interest on Capital Contributions. No Partner shall be entitled to interest on its
capital contributions.
3.4
Right to Enforce. No person other than a Partner shall have the right to enforce any
obligation of a Partner to contribute capital or lend funds hereunder and specifically no lender or
other third party shall have any such rights.
ARTICLE IV
ACQUISITION AND FINANCING OF THE PROJECT
4.1
Acquisition of the Project. The General Partner is authorized to execute any and
all agreements, assignments or other documents or instruments considered necessary or desirable
in connection with the acquisition of the property for the Project.
4.2
Financing. The Partnership is authorized to obtain such financing as the General
Partner considers appropriate on behalf of the Partnership in connection with the acquisition,
construction and operation of the Project, including without limitation construction loans,
permanent financing, and bridge financing. In connection with any and all financing transactions,
the General Partner is authorized to execute and deliver any and all loan agreements, deeds of trust,
financing statements, pledges or other documents and instruments necessary or desirable in
connection with such financing.
ARTICLE V
DISTRIBUTIONS
5.1
Distributable Cash. The General Partner shall from time to time determine the
amount of cash available for distribution to the Partners, taking into account the need for reserves
to cover operating deficits, capital improvements and anticipated liabilities.
5.2
Cash Distributions. All cash available for distribution to the Partners shall be
allocated in accordance with Sharing Ratios.
ARTICLE VI
ALLOCATION OF PROFIT AND LOSS
6.1
Determination of Profit and Loss. This Article provides for the allocation among
the Partners of the profits and losses of the Partnership for purposes of crediting and debiting the
capital accounts of the Partners. All items of profit or loss shall be determined on an annual basis,
and for such other periods as may be determined appropriate by the General Partner.
6.2
Allocation of Profit and Loss. All items of profit and loss shall be allocated in
accordance with Sharing Ratios.
ARTICLE VII
ALLOCATION OF TAXABLE INCOME AND TAX LOSSES
7.1
In General.
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(a)
Except as provided in sections 7.1(b) and 7.2, each item of income, gain,
loss and deduction of the Partnership for federal income tax purposes shall be allocated among the
Partners in the same manner as such item is allocated for book purposes under Article VI.
(b)
To the extent of any recapture income (as defined below) resulting from the
sale or other taxable disposition of a Partnership asset, the amount of any gain from such
disposition allocated to (or recognized by) a Partner for federal income tax purposes pursuant to
sections 7.1(a) or 7.2 shall be deemed to consist of recapture income to the extent such Partner has
been allocated or has claimed any deduction directly or indirectly giving rise to the treatment of
such gain as recapture income. For this purpose “recapture income” shall mean any gain
recognized by the Partnership (but computed without regard to any adjustment required by sections
734 and 743 of the Code) upon the disposition of any property or asset of the Partnership that does
not constitute capital gain for federal income tax purposes because such gain represents the
recapture of deductions previously taken with respect to such property or assets.
7.2
Allocation of Section 704(c) Items. The Partners recognize that with respect to
property contributed to the Partnership by a partner and with respect to property revalued in
accordance with Treasury Regulation § 1.704-1(b)(2)(iv)(f) (referred to as “Adjusted Properties”),
there will be a difference between the agreed values or carrying values, as the case may be, of such
property at the time of contribution or revaluation, as the case may be, and the adjusted tax basis
of such property at that time. All items of tax depreciation, cost recovery, amortization and gain
or loss with respect to such contributed properties and Adjusted Properties shall be allocated
among the Partners to take into account the book-tax disparities with respect to such properties in
accordance with the provisions of sections 704(b) and 704(c) of the Code and the Treasury
Regulations under those sections. Any gain or loss attributable to a contributed property or an
Adjusted Property (exclusive of gain or loss allocated to eliminate such book-tax disparities) shall
be allocated in the same manner as such gain or loss would be allocated for book purposes under
Article VI.
7.3
Integration With Section 754 Election. All items of income, gain, loss, deduction,
credit and basis allocations recognized by the Partnership for federal income tax purposes and
allocated to the partners in accordance with the provisions hereof shall be determined without
regard to any election under section 754 of the Code that may be made by the Partnership;
provided, however, such allocations, once made, shall be adjusted as necessary or appropriate to
take into account the adjustments permitted by sections 734 and 743 of the Code.
7.4
Allocation of Tax Credits. All low-income housing tax credits with respect to any
building owned by the Partnership shall be allocated in the same fashion as the depreciation
deductions with respect to the building are allocated. All other tax credits, including the
investment tax credit, with respect to the Partnership’s property or operations shall be allocated in
the manner required by the Code or the Regulations to obtain the maximum aggregate benefit from
the credit, or otherwise in the same manner as the expenditures or other deductions giving rise to
the credit are allocated under this Agreement.
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ARTICLE VIII
MANAGEMENT POWERS
8.1
Limited Liability. The liability of the Limited Partner shall be limited as set forth
in the Act. Except as permitted by Arizona law and section 8.3, the Limited Partner shall take no
part in the control, management, direction or operation of the affairs of the Partnership and shall
have no power to bind the Partnership. The General Partner may from time to time seek
suggestions and expressions of opinion from the Limited Partner on major policy decisions, but
need not act on such advice, and at all times the sole control and management of the Partnership
shall rest with the General Partner, subject to the provisions of this Article VIII.
8.2
Management Authority.
(a)
Except as otherwise provided in this Article VIII, the General Partner is
hereby expressly authorized on behalf of the Partnership to make all decisions with respect to the
Partnership’s business and to take all actions to carry out such decisions. Without limiting the
generality of the foregoing, the General Partner is authorized to make all decisions and to take all
actions with respect to the operation, management, and maintenance of all or any part of the Project
and the disposition of property in the ordinary course of business, subject to any required consent
under section 8.3.
(b)
After execution of this Agreement, all documents executed on behalf of the
Partnership must be signed by the General Partner, including (i) all deeds, assignments, leases,
subleases, management and maintenance contracts; (ii) all checks, drafts and other orders for the
payment of Partnership funds; (iii) all promissory notes, mortgages, deeds of trust, security
agreements, financing statements and other similar documents; and (iv) all other instruments of
any kind or nature relating to the affairs of the Partnership whether like or unlike the foregoing.
(c)
The General Partner may cause the Partnership to enter into any transactions
or agreements with Partners (including the General Partner) or its Affiliates (in addition to the
agreements described in section 8.4) for goods and services without the prior approval of all
Partners.
8.3
Approval of Other Partners. Without the prior written approval of the Limited
Partner, the General Partner shall not take any action with respect to:
(a)
the acquisition of real or personal property other than purchases of real or
personal property customary in the apartment business;
(b)
the borrowing of funds in excess of $10,000; or the financing of the
operations of the Partnership or the Project other than in the ordinary course of the Partnership’s
business; but excluding installment purchases and leases of equipment as is customary for the
Project;
(c)
the sale, transfer, exchange or other disposition of all or substantially all of
(i) the assets of the Partnership or (ii) the assets constituting the Project; and
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(d)
the leasing of the Partnership’s property except in the ordinary course of
operation of the Project.
8.4
Management, Development and License Agreements. The General Partner is
authorized on behalf of the Partnership to enter into such management agreements, development
agreements, franchise agreements and other agreements appropriate or helpful to carry out the
business of the Partnership, including without limitation, agreements with Affiliates of the
Partnership.
8.5
Time Devoted to Business. The General Partner shall devote such time to the
business of the Partnership as is reasonably necessary for the efficient carrying on of the
Partnership’s business.
8.6
Information Relating to Partnership. Upon request, the General Partner shall supply
to any Partner any information reasonably requested regarding the Partnership or its activities,
provided that obtaining the information is not unduly burdensome to the General Partner. During
ordinary business hours, and at the reasonable convenience of the General Partner, any Partner or
its authorized representative shall have access to all books, records and materials regarding the
Partnership and its activities, and the General Partner shall make all reasonable attempts to provide
access to books, records and materials not otherwise in the General Partner’s possession.
8.7
Exculpation. In carrying out their duties hereunder the Partners shall not be liable
to the Partnership nor to any Partner for their good faith actions, or failure to act, nor for any errors
of judgment, nor for any act or omission believed in good faith to be within the scope of authority
conferred by this Agreement, but only for willful misconduct or gross negligence in the
performance of their obligations under this Agreement. The Partnership shall indemnify and hold
harmless each of the Partners and their officers, directors, partners, agents, employees and
Affiliates as to third parties against and from any personal loss, liability or damage incurred as a
result of any act or omission of any Partner believed in good faith to be within the scope of
authority conferred by this Agreement, except for willful misconduct or gross negligence, but not
in excess of the value of the assets of the Partnership as of the date the General Partner learns of
such act or omission resulting in the personal loss, liability or damage to a third party (the “Date
of Notice”). In all cases, indemnification shall be provided only out of and to the extent of the
assets of the Partnership as of the Date of Notice, and no individual Partner shall have any personal
liability whatsoever on account thereof. In no event shall the Partnership be liable to a third party
under this section 8.7 for the amount of any additional contributions made to the Partnership after
the Date of Notice or for the amount of any increase in value of any Partnership assets after the
Date of Notice. Notwithstanding the foregoing, the Partnership’s indemnification of the Partners
and their officers, directors, agents and employees as to a third party shall be only with respect to
such loss, liability or damage that is not otherwise compensated for by insurance carried for the
benefit of the Partnership.
8.8
Insurance. The General Partner shall maintain in force at all times for the protection
of the Partnership and all Partners to the extent of their insurable interests such insurance as it
believes is warranted for the operations being conducted.
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4863-9922-5874.3
8.9
Other Activities. Each Partner shall at all times be free to engage and possess an
interest in any business or venture for its own account, including without limitation the formation
of partnerships, joint ventures and corporations, which business or venture may directly or
indirectly compete with the business of the Partnership.
8.10
Reliance by Third Parties. No third party dealing with the Partnership shall be
required to ascertain whether the General Partner is acting in accordance with the provisions of
this Agreement. Such third parties may rely on documents executed by the General Partner as
binding the Partnership. The foregoing provisions of this section 8.10 shall not apply to third
parties who are Affiliates of a Partner.
8.11
Partnership Representative. The General Partner is hereby designated as the
Partnership’s “partnership representative” under Section 6223(a) of the Code (as Sections 6221 -
6241 of the Code are in effect for tax years beginning after December 31, 2017). The General
Partner is expressly authorized to perform, on behalf of the Partnership or any Partner, any act that
may be necessary to make this designation effective under any regulation, ruling, procedure or
instruction that may be issued by the Internal Revenue Service.
8.12
Duties of General Partner.
(a)
The General Partner shall carry out its duties as General Partner hereunder
in a diligent and workmanlike manner, in accordance with sound business practices and consistent
with the fiduciary duties partners owe to each other, and shall use its best efforts to employ and
engage qualified personnel in furthering the purposes of the Partnership.
(b)
The General Partner may delegate any or all of its duties under this
section 8.12.
8.13
Fees and Reimbursements.
(a)
No Partner shall be entitled to any management fee or salary for managing
the operations of the Partnership.
(b)
The General Partner shall be reimbursed by the Partnership for all
reasonable out-of-pocket costs incurred by it in the organization and management of the
Partnership, including fees and costs for legal, accounting and administrative services.
ARTICLE IX
ACCOUNTING AND REPORTING
9.1
Books. The General Partner shall maintain complete and accurate books of account
of the Partnership’s affairs at the principal office of the Partnership. The Partnership’s books shall
be kept on the accrual basis of accounting. The Partnership’s accounting period shall be the
calendar year ending December 31.
9.2
Capital Accounts. The General Partner shall maintain a separate capital account
for each Partner and such other Partner accounts as may be necessary or desirable to comply with
94
4863-9922-5874.3
the requirements of applicable laws and regulations, including the Treasury Regulation issued
under Section 704 of the Code.
9.3
Transfers During Year. In order to avoid an interim closing of the Partnership’s
books, the share of profits and losses under Article VI of a Partner who transfers part or all of its
interest in the Partnership during the Partnership’s accounting year may be determined by taking
its pro rata share of the amount of such profits and losses for the year and the balance of the profits
and losses attributable to the Partnership interest transferred shall be allocated to the transferee of
such interest. The proration shall be made by the General Partner after consultation with the
accountants for the Partnership and may be based on the portion of the Partnership’s accounting
year which has elapsed prior to the transfer or may be determined under any other reasonable
method; provided, however, that any income or loss arising from the sale of property other than in
the ordinary course of business shall be allocated to the owner of the Partnership interest at the
time such income or loss was realized.
9.4
Reports. The General Partner shall deliver to each Partner annual statements on the
Partnership’s operations at the end of each fiscal year. The books of account shall be closed
promptly after the end of each fiscal year. As soon as practicable thereafter, the General Partner
shall make a written report to each Partner which shall include a statement of receipts,
expenditures, profits and losses, and such additional statements with respect to the status of the
Partnership’s assets and the distribution of Partnership funds as are necessary to advise all Partners
properly about their investment in the Partnership. Prior to March 1st of each year each Partner
shall also be provided with sufficient information as is necessary to allow it to file its own income
tax return for the preceding year.
9.5
Section 754 Election. If requested by a Partner the Partnership shall make the
election provided for under section 754 of the Code. Any costs attributable to making such election
shall be borne solely by the requesting Partner.
ARTICLE X
TRANSFER OF PARTNER’S INTEREST
10.1
General Partner. Notwithstanding anything to the contrary contained herein,
without the prior written approval of all of the Partners, no additional general or limited partner
shall be admitted to the Partnership and the General Partner shall not substitute a successor General
Partner in its stead.
ARTICLE XI
TERM; WITHDRAWAL, DISSOLUTION OR
BANKRUPTCY OF A PARTNER
11.1
Events of Dissolution.
(a)
The Partnership shall continue until dissolved by (i) the affirmative vote of
all of the Partners to dissolve the Partnership, or (ii) by the withdrawal, dissolution, bankruptcy or
termination of a General Partner (unless the Partnership is continued under section 11.1(b) below)
or (iii) any other event causing dissolution of a limited partnership under the Act. For purposes of
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4863-9922-5874.3
this Agreement: a Partner shall be considered bankrupt if an order for relief under Chapter 7 of
the Bankruptcy Reform Act of 1978 has been entered against him; and a General Partner that is a
partnership shall be considered dissolved only if the General Partner commences winding up and
termination of its business after an event of dissolution.
(b)
Upon the withdrawal, dissolution, bankruptcy, or termination of the General
Partner, the Partnership shall be dissolved unless within 90 days after the occurrence of such event
all of the remaining Partners agree in writing to continue the business of the Partnership and to the
appointment of one or more additional General Partners if necessary or desired, under an
agreement containing the terms and conditions set forth in this Agreement, with such amendments
as may then be adopted.
11.2
Limited Partners. Except as expressly provided otherwise in this Agreement, a
Limited Partner shall have no power to withdraw from or terminate its membership in the
Partnership, and the Limited Partners shall have no power to dissolve the Partnership. Upon
withdrawal pursuant to the provisions of this Agreement, a Limited Partner shall have no right to
receive any value for its interest in the Partnership except as expressly provided in this Agreement.
11.3
Withdrawal of General Partner. Notwithstanding the provisions of section 11.1
with respect to the withdrawal, dissolution or bankruptcy of a General Partner, the General Partner
covenants and agrees that it will not withdraw from the Partnership or take any voluntary action
in bankruptcy or any voluntary action to dissolve itself prior to the sixteenth anniversary date of
the commencement of the Partnership. If the General Partner violates this covenant and agreement,
the wrongful withdrawal, bankruptcy or dissolution shall be effective for purposes of this Article
XI, but such Partner shall be liable for damages to the other Partners and to the Partnership for
such wrongful withdrawal, bankruptcy or dissolution.
11.4
Waiver of Appraisal, Valuation Rights and Partition. In the event of the
withdrawal, dissolution or bankruptcy of any Partner, the rights of the Partner or its successors and
assigns under applicable Arizona law with respect to the inventory of assets, appraisals, accounting
or sale of assets shall not apply and are hereby expressly waived by all Partners. Each Partner
expressly agrees that the provisions contained in this Agreement shall bind and control its
successors and assigns, including without limitation, the provisions applicable in the event of the
withdrawal, dissolution or bankruptcy of a Partner. Each of the Partners hereby waives any and
all rights, duties, obligations and benefits with respect to any action for partition of the Partnership
property, or to compel any sale thereof.
ARTICLE XII
DISSOLUTION AND TERMINATION
12.1
Final Accounting. In case of the dissolution of the Partnership, a proper accounting
shall be made as provided in section 9.4 from the date of the last previous accounting to the date
of dissolution.
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4863-9922-5874.3
12.2
Liquidation.
(a)
Upon the dissolution of the Partnership, the General Partner, or, in the case
of its dissolution, insolvency, bankruptcy or withdrawal, the other General Partner or (if none)
some person selected by the Partners whose Sharing Ratios total 51 percent or more of the total
Sharing Ratios of all the remaining Partners, shall act as liquidator to wind up the Partnership.
Subject to the required consent of other Partners under section 8.3, the liquidator shall have full
power and authority to sell, assign and encumber any or all of the Partnership’s assets and to wind
up and liquidate the affairs of the Partnership in an orderly and businesslike manner. All proceeds
from liquidation shall be distributed in the following order of priority: (i) to the payment of debts
and liabilities of the Partnership and the expenses of liquidation, including any advances to the
Partnership by any Partner to the extent such advances have not been reimbursed previously; (ii) to
the setting up of such reserves as the liquidator may reasonably deem necessary for any contingent
liabilities of the Partnership; and (iii) to the Partners in accordance with Article V.
(b)
In the event that any Partner’s capital account balance is a negative amount
after all allocations to such account in accordance with Article VI and distribution in accordance
with section 12.2(a), such Partner shall have no obligation to contribute any amount to the
Partnership as a result of such negative capital account.
12.3
Distribution in Kind. If a portion of the Partnership’s assets is to be distributed in
kind to the Partners, the liquidator, with the approval of the Partners possessing a majority-in-
interest of the Sharing Ratios, shall obtain an independent appraisal of the fair market value of
each such asset at a date reasonably close to the date of liquidation. Any unrealized appreciation
or depreciation with respect to such assets shall be allocated among the Partners in accordance
with the provisions of Article VI as if the assets had been sold for the appraised value and taken
into consideration in determining the balance in the Partners’ capital accounts as of the date of
liquidation. Distribution of assets in kind shall be made to the Partners in the order of priority set
forth in section 12.2 as if the assets had been sold for the appraised value. Distribution of any asset
in kind to a Partner shall be considered a distribution of an amount equal to the asset’s fair market
value for purposes of section 12.2. Except as otherwise determined by the liquidator pursuant to
this section 12.3, no Partner shall have any right to receive distributions of property, other than
cash, from the Partnership.
12.4
Waiver of Right to Court Decree of Dissolution. The Partners agree that irreparable
damage would be done to the Partnership if any Partner brought an action in court to dissolve the
Partnership. Accordingly, each of the Partners accepts the provisions of this Agreement as its sole
entitlement on termination of his membership in the Partnership. Each Partner hereby waives and
renounces its right to seek a court decree of dissolution or to seek the appointment by a court of a
liquidator for the Partnership.
12.5
Cancellation of Certificate. Upon the completion of the distribution of Partnership
assets as provided in this Article XII, the Partnership shall be terminated, and the person acting as
liquidator (or the General Partner if necessary) shall cause the cancellation of the Partnership’s
certificate of limited partnership and shall take such other actions as may be necessary to terminate
the Partnership.
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4863-9922-5874.3
ARTICLE XIII
GENERAL PROVISIONS
13.1
Entire Agreement. This agreement embodies the entire understanding and
agreement among the parties concerning the Partnership and supersedes any and all prior
negotiations, understandings or agreements in regard thereto.
13.2
Amendment. This Agreement may not be amended nor may any rights hereunder
be waived except by an instrument in writing signed by the party sought to be charged with such
amendment or waiver.
13.3
Applicable Law. This agreement shall be construed in accordance with and
governed by the laws of the State of Arizona.
13.4
Pronouns. References to a Partner, including by use of a pronoun, shall be deemed
to include masculine, feminine, singular, plural, individuals, partnerships or corporations where
applicable.
13.5
Counterparts. This instrument may be executed in any number of counterparts each
of which shall be considered an original.
13.6
Additional Documents. The Partners hereto covenant and agree to execute such
additional documents and to perform additional acts as are or may become necessary or convenient
to carry out the purposes of this Agreement.
13.7
Written Consents. All consents or approvals required or permitted under this
Agreement shall be in writing.
13.8
Method of Notices. All notices required or permitted by this Agreement shall be in
writing and shall be hand delivered or sent by registered or certified mail, postage prepaid,
addressed as set forth on the signature page hereof (except that any Partner may from time to time
give notice changing his address for that purpose) and shall be effective when personally delivered,
or, if mailed, on the date set forth on the receipt of registered or certified mail, or on the fifth day
after mailing, whichever is earlier.
13.9
Computation of Time. In computing any period of time under this Agreement, the
day of the act, event or default from which the designated period of time begins to run shall not be
included. The last day of the period so computed shall be included, unless it is a Saturday, Sunday
or legal holiday, in which event the period shall run until the end of the next day which is not a
Saturday, Sunday or legal holiday.
(The balance of this page is intentionally left blank.)
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4863-9922-5874.3
The parties have executed this Agreement of Limited Partnership as of the first date written above.
GENERAL PARTNER:
MHMP 19 Glendale Senior Apartments GP LLC,
an Arizona limited liability company
By:
Mercy Housing Mountain Plains,
a Colorado nonprofit corporation,
its manager
By:
Name:
Title:
LIMITED PARTNER:
Mercy Housing Mountain Plains,
a Colorado nonprofit corporation
By:
Name:
Title:
99
100
AMDRST_NPC
Page 1 of 2
Rev. 5/01/2010
Document must be filed electronically.
Paper documents will not be accepted.
Document processing fee
$25.00
Fees & forms/cover sheets
are subject to change.
To access other information or print
copies of filed documents,
visit www.sos.state.co.us
Amended and Restated Articles of Incorporation
and
select Business.
ABOVE SPACE FOR OFFICE USE ONLY
filed pursuant to §7-90-301, et seq. and §7-130-106 and §7-90-304.5 of the Colorado Revised Statutes (C.R.S.)
ID number:
_____________________
1. Entity name:
______________________________________________________
(If changing the name of the corporation, indicate name BEFORE the name change)
2. New Entity name:
(if applicable)
______________________________________________________
3. Use of Restricted Words (if any of these
terms are contained in an entity name, true
“bank” or “trust” or any derivative thereof
name of an entity, trade name or trademark
“credit union”
“savings and loan”
stated in this document, mark the applicable
“insurance”, “casualty”, “mutual”, or “surety”
box):
4. If the corporation’s period of duration
as amended is less than perpetual, state
the date on which the period of duration
expires:
_____________________
(mm/dd/yyyy)
OR
If the corporation’s period of duration as amended is perpetual, mark this box:
5. The amended and restated constituent filed document is attached.
6. The amendment to the articles of incorporation was in the manner indicated below:
(make the applicable selection)
The amendment and restatement was adopted by the board of directors or incorporators without
member action and member action was not required.
The amendment and restatement was adopted by the members AND the number of votes cast for
the amendment by each voting group entitled to vote separately on the amendment was sufficient
for approval by that voting group.
(If the amended and restated articles of incorporation include amendments adopted on a different date or in a different manner, mark this
box
and include an attachment stating the date and manner of adoption.)
7. (Optional) Delayed effective date:
______________________
(mm/dd/yyyy)
Mercy Housing Mountain Plains
Mercy Housing Colorado
20041310599
Colorado Secretary of State
Date and Time: 05/17/2010 01:17 PM
ID Number: 20041310599
Document number: 20101284656
Amount Paid: $25.00
101
AMDRST_NPC
Page 2 of 2
Rev. 5/01/2010
Notice:
Causing this document to be delivered to the secretary of state for filing shall constitute the affirmation or
acknowledgment of each individual causing such delivery, under penalties of perjury, that the document is the
individual's act and deed, or that the individual in good faith believes the document is the act and deed of the
person on whose behalf the individual is causing the document to be delivered for filing, taken in conformity
with the requirements of part 3 of article 90 of title 7, C.R.S., the constituent documents, and the organic
statutes, and that the individual in good faith believes the facts stated in the document are true and the
document complies with the requirements of that Part, the constituent documents, and the organic statutes.
This perjury notice applies to each individual who causes this document to be delivered to the secretary of
state, whether or not such individual is named in the document as one who has caused it to be delivered.
8. Name(s) and address(es) of the
individual(s) causing the document
to be delivered for filing:
____________________ ______________ ______________ _____
(Last)
(First)
(Middle) (Suffix)
______________________________________________________
(Street name and number or Post Office Box number)
______________________________________________________
__________________________ ____ ____________________
(City)
(State)
(Postal/Zip Code)
_______________________ ______________
(Province – if applicable) (Country – if not US)
(The document need not state the true name and address of more than one individual. However, if you wish to state the name and address
of any additional individuals causing the document to be delivered for filing, mark this box
and include an attachment stating the
name and address of such individuals.)
Disclaimer:
This form, and any related instructions, are not intended to provide legal, business or tax advice, and are
offered as a public service without representation or warranty. While this form is believed to satisfy minimum
legal requirements as of its revision date, compliance with applicable law, as the same may be amended from
time to time, remains the responsibility of the user of this form. Questions should be addressed to the user’s
attorney.
1999 Broadway
Denver
80202
United States
CO
Erixon
Jennifer
Suite 1000
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1/3
ENTITY INFORMATION
Search Date and Time: 1/9/2023 9:09:49 PM
Entity Details
Entity Name:
MHMP 19 GLENDALE SENIOR APARTMENTS LLLP
Entity ID:
6004267
Entity Type:
Unidentified
Entity Status:
Active
Formation Date:
Reason for Status:
Approval Date:
Status Date:
3/16/2022
Original Incorporation Date:
Life Period:
Perpetual
Business Type:
Last Annual Report Filed:
Domicile State:
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Title
Name
Attention
Address
Date of Taking Office
Last Updated
No records to view.
Annual Report Due Date:
Years Due:
Original Publish Date:
Statutory Agent Information
Name:
Appointed Status:
Attention:
Address:
Agent Last Updated:
E-mail:
Attention:
Mailing Address:
County:
Principal Information
Address
Attention:
Address:
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Last Updated:
Entity Principal Office Address
Attention:
Address:
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Last Updated:
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ENTITY INFORMATION
Search Date and Time: 1/9/2023 9:10:49 PM
Entity Details
Entity Name:
MHMP 19 GLENDALE SENIOR APARTMENTS GP LLC
Entity ID:
23341920
Entity Type:
Domestic LLC
Entity Status:
Active
Formation Date:
3/2/2022
Reason for Status:
In Good Standing
Approval Date:
3/3/2022
Status Date:
3/2/2022
Original Incorporation Date:
3/2/2022
Life Period:
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Perpetual
Business Type:
Any legal purpose
Last Annual Report Filed:
Domicile State:
Arizona
Annual Report Due Date:
Years Due:
Original Publish Date:
Statutory Agent Information
Name:
Corporation Service Company
Appointed Status:
Active 3/3/2022
Attention:
Address:
8825 N 23RD AVENUE, SUITE 100, PHOENIX, AZ 85021, USA
Agent Last Updated:
3/3/2022
E-mail:
Attention:
Mailing Address:
8825 N 23RD AVENUE, SUITE 100, PHOENIX, AZ 85021, USA
County:
Maricopa
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Page 1 of 1, records 1 to 1 of 1
Title
Name
Attention
Address
Date of Taking
Office
Last
Updated
Member and
Manager
MERCY HOUSING
MOUTAIN PLAINS
1600 broadway, suite 2000, DENVER, CO, 80202,
Denver County, USA
3/2/2022
3/3/2022
Principal Information
Address
Attention:
Address: 1600 broadway, suite 2000, DENVER, CO, 80202, USA
County: Denver
Last Updated: 3/3/2022
Entity Principal Office Address
Attention:
Address:
County:
Last Updated:
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Glendale Senior Apartments
Mercy Housing Mountain Plains
Unit Summary Table
Bedrooms
AMI
# of units
Avg Sq. Ft.
Requested PBVs
STUDIO
60%
3
450
LIHTC
1 BED
30%
14
580
14
LIHTC / NHTF
1 BED
50%
16
580
16
LIHTC
1 BED
50%
32
580
LIHTC
1 BED
60%
54
580
LIHTC
2 BED
30%
3
822
3
LIHTC / NHTF
2 BED
50%
7
822
7
LIHTC
2 BED
50%
8
822
LIHTC
2 BED
60%
11
822
LIHTC
TOTAL
148
40
TOTALS BY BEDROOM SIZE
STUDIOS
3
1 BED
116
2 BED
29
Total Units
148
Glendale Senior Apartments is 100% LIHTC. All units are 60% AMI or below. Please
see the table above for the specific unit set asides. As such, there are no market
rate units.
Mercy is requesting forty (40) project-based vouchers (30 one-bedroom units and
10 two-bedroom units).
128
Glendale Senior Apartments
Mercy Housing Mountain Plains
Proposed Contract Rent
Bedrooms
AMI
# of
units
Utility
Allowance
Proposed Contract
Rent per Unit
Requested
PBVs
1 BED
30%
14
86
$
1,527
$
14 LIHTC / NHTF
1 BED
50%
16
86
$
1,527
$
16
LIHTC
2 BED
30%
3
113
$
1,801
$
3 LIHTC / NHTF
2 BED
50%
7
113
$
1,801
$
7
LIHTC
Total PBV Units
40
Mercy is requesting forty (40) project-based vouchers (30 one-bedroom units
and 10 two-bedroom units).
Glendale Senior Apartments is 100% LIHTC. All units are 60% AMI or below.
Please see the table above for the specific unit set asides. As such, there are
no market rate units.
129
*Proposed Contract Rent per Unit would equal the Utility Allowance plus the Rent per Unit.
Alex Viorst
Principal
PGIM Real Estate
4350 North Fairfax Drive, Suite 700
Arlington, VA 22203
Tel 571.357.7858
e-mail: alex.viorst@pgim.com
August 2, 2022
Mr. Kuhl Brown
Mercy Housing
1600 Broadway, Suite 2000
Denver, CO 80202
Re:
Glendale Senior Apartments
Dear Mr. Brown:
PGIM Real Estate (PGIM RE) is pleased to offer this Letter of Intent for the construction and permanent
financing of the subject transaction through a HUD 221(d)(4) loan. This letter is intended to advise all
interested parties that PGIM RE, in its capacity as an FHA lender, intends to secure a loan for the above
referenced multifamily property.
Specific transaction terms are as follows:
FHA Mortgage Insurance Program:
Section 221(d)(4) of the National Housing Act
Borrower:
The borrowing entity is expected to be an affiliate of Mercy
Housing whose limited partner is TBD. All members of
the borrower must be acceptable to PGIM RE and FHA in
all regards.
Property Description:
144 units located at 50th Ave and Glenn in Glendale, AZ.
The property as proposed will have 112 1BR units and 32
2BR units.
Proposed Loan Amount:
$10,590,000 in total debt comprised of a loan supported
by property NOI sized at a 1.15x Debt Service Coverage
Ratio. The final loan amounts will not be set until the
interest rate is locked.
Current Estimated Interest Rate:
5.15%.
Loan Term and Amortization Period:
Construction Loan Term: Construction period of 20
months plus four months, interest only.
Permanent Loan Term: NOI Loan: The lesser of forty
(40) years or seventy-five percent (75%) of the remaining
useful economic life of the Property.
Loan Collateral:
The loan will be evidenced by a promissory note executed
by Borrower and secured by a first deed of trust, mortgage
or deed to secure debt, as applicable, covering the land,
together with the improvements and fixtures to be
constructed thereon and related personal property and
130
Glendale Senior Apartments
PGIM RE Letter of Intent
August 2, 2022
leases of the Property. An assignment of the project-based
Section 8 voucher contract will be required as well.
Prepayment Provisions:
Assumed prepayment provisions are as follows: Locked
out during the construction phase. Upon Final
Endorsement, a 10% penalty declining 1% per year
through year 10. After the tenth (10th) anniversary of
closing, the Loan may be prepaid in full or in part without
a fee upon thirty (30) days prior written notice to Lender
with interest through the last day of the month in which
prepayment is made.
Property Management:
The property management agent is TBD and must be
approved by PGIM RE and FHA.
Other Sources of Funds:
Other sources of funds to complete the development of
this property include LIHTC equity in the estimated
approximate amount of $24,467,968, Solar Tax Credits
estimated to total $87,470, a Glendale HOME subordinate
loan estimated at $500,000, an AZ Home Matters Fund
subordinate loan of $500,000, an AZ Housing Fund loan
of $1,000,000, a Mercy GP Equity contribution of
$2,430,000, $3,000,000 in ADOH Gap Financing, and
$9,500,000 in Maricopa ARPA Funds. The tax credit
equity pay-in schedule must comply with HUD
requirements, and all subordinate debt lenders must sign
the standard HUD subordination agreement.
Total of Deposits at Application:
$42,500
PGIM RE Financing Fee:
1.00% of the Loan Amount.
Good Faith Deposit:
0.50% of the Loan Amount paid prior to rate lock and
returned at closing.
FHA Application Fee:
0.30% of the Loan Amount
FHA Inspection Fee:
0.50% of the Improvement Cost
FHA Mortgage Insurance Premium:
0.35% of the Loan Amount is paid to FHA at Closing, and
on each anniversary of the Closing.
Estimated Legal Fees:
$50,000
Federal Labor Standards:
The general contractor and all subcontractors are required
to comply with federal wage and reporting requirements,
including the payment of Davis Bacon prevailing wages
and the submission of weekly certified payroll reports.
Construction Escrows:
Various construction loan escrows, including but not
limited to, Operating Deficit, Working Capital, and
Offsite may be required to be established at Closing. To
the extent applicable, these deposits may be made in cash
or in the form of an unconditional, irrevocable letter of
credit that meets PGIM RE requirements and issuing bank
rating requirements attached to the Lender’s Funding
Commitment.
Building Permits:
Unconditional building permits for the proposed
improvements will be required at Closing.
Guaranty:
Lender will require a guaranty from a person or entity
acceptable to Lender, in Lender’s sole discretion, for any
costs, expenses, or penalties that may arise if Borrower
131
Glendale Senior Apartments
PGIM RE Letter of Intent
August 2, 2022
fails to fulfill the requirements necessary to close the
Mortgage Loan, or to convert the Mortgage Loan to an
amortizing, permanent loan on or prior to the date agreed
to by Borrower at the time of rate lock.
Site Visit:
All financing terms outlined herein are subject to a
satisfactory site visit conducted by PGIM RE and FHA.
SPECIAL CONDITIONS
1. Tax Abatements/PILOTs. Lender’s underwriting assumes a new PILOT (the “Tax Abatement”)
will be approved for the property. This Tax Abatement must be approved by HUD during underwriting
or proceeds will be impacted. All related documentation shall be subject to the review and approval of
Lender. Borrower shall provide to Lender all documents and information requested by Lender in order
to confirm the Tax Abatement or PILOT terms. Further, Lender must be satisfied that the Tax
Abatement or PILOT will continue as stated during the term of the Mortgage Loan and will not be
forfeited upon a sale, foreclosure or other disposition of the Property.
2. Project-Based Voucher Contract. Loan sizing assumes all 30% AMI units will be covered by a
Project-Based Voucher contract from HUD. The term of the contract must be at least 15 years as of
closing, and rents must be confirmed by a PGIM RE-engaged appraisal to be at or below market.
PGIM REAL ESTATE
By:
Name: Alex Viorst
Title: Principal
132
Page 1 of 3
PROPERTY RENT COMPS
[ReportOptions]:
Custom Geography
5.00 Mile radius, around: 4937 W Glenn Dr, Glendale,
AZ 85301, USA (33.5394, -112.1664)
Radius
5 Miles
Property Size (Units)
Between '100' And '300'
Property Completion Year
Between '2000' And '2023'
Property Status
Completed
Rent Type
Actual Rent
Rent Period
Nov,2022
Rank Comps By
Rent
Studio
Completed
Rating
Unit Count
Unit Size
Actual Rent
Property
Year
Impr.
Loc.
Property
Type
Per Unit
Per SqFt
Acclaim
3.63 mi
2006
B+
C+
205
18
502
$1,363
$2.72
Acclaim
3.63 mi
2006
B+
C+
205
12
479
$1,181
$2.47
Totals/Averages
205
30
493
$1,290.20
$2.59
One Bedroom
Completed
Rating
Unit Count
Unit Size
Actual Rent
Property
Year
Impr.
Loc.
Property
Type
Per Unit
Per SqFt
Village at Olive Marketplace
1.91 mi
2022
A-
B
208
70
671
$1,769
$2.64
Villas on Olive
4.38 mi
2018
B+
B-
153
52
634
$1,675
$2.64
Parc Roundtree Ranch
4.53 mi
2021
A-
B-
275
108
720
$1,619
$2.25
Parc Roundtree Ranch
4.53 mi
2021
A-
B-
275
14
885
$1,573
$1.78
Place at Santana Village, The
4.41 mi
2016
A-
B-
224
56
782
$1,557
$1.99
Acclaim
3.63 mi
2006
B+
C+
205
12
539
$1,495
$2.77
133
Page 2 of 3
Acclaim
3.63 mi
2006
B+
C+
205
12
673
$1,489
$2.21
Desert Vista
4.30 mi
2004
B+
B
128
48
740
$1,420
$1.92
Acclaim
3.63 mi
2006
B+
C+
205
18
590
$1,345
$2.28
Acclaim
3.63 mi
2006
B+
C+
205
18
467
$1,260
$2.70
Montevida
3.90 mi
2000
A
B-
276
52
690
$1,141
$1.65
Lifestyles
0.93 mi
2001
B-
C+
105
72
587
$1,036
$1.76
Montevida
3.90 mi
2000
A
B-
276
65
780
$1,015
$1.30
Lifestyles
0.93 mi
2001
B-
C+
105
9
544
$988
$1.82
Montevida (Den)
3.90 mi
2000
A
B-
276
39
800
$1,073
$1.34
Acclaim (Loft)
3.63 mi
2006
B+
C+
205
6
780
$1,570
$2.01
Acclaim (TH)
3.63 mi
2006
B+
C+
205
6
697
$1,694
$2.43
Acclaim (TH)
3.63 mi
2006
B+
C+
205
6
628
$1,530
$2.44
Acclaim (TH)
3.63 mi
2006
B+
C+
205
4
565
$1,493
$2.64
Totals/Averages
2008
667
694
$1,396
$2.01
Two Bedroom
Completed
Rating
Unit Count
Unit Size
Actual Rent
Property
Year
Impr.
Loc.
Property
Type
Per Unit
Per SqFt
Acclaim
3.63 mi
2006
B+
C+
205
15
720
$1,595
$2.22
Acclaim
3.63 mi
2006
B+
C+
205
6
711
$1,338
$1.88
Lifestyles
0.93 mi
2001
B-
C+
105
12
963
$1,332
$1.38
Lifestyles
0.93 mi
2001
B-
C+
105
12
888
$1,234
$1.39
Acclaim (TH)
3.63 mi
2006
B+
C+
205
4
907
$1,893
$2.09
Acclaim (TH)
3.63 mi
2006
B+
C+
205
4
743
$1,783
$2.40
Acclaim (TH)
3.63 mi
2006
B+
C+
205
4
899
$1,730
$1.92
Village at Olive Marketplace
1.91 mi
2022
A-
B
208
118
1011
$2,312
$2.29
Villas on Olive
4.38 mi
2018
B+
B-
153
61
990
$2,195
$2.22
134
Page 3 of 3
Morada Grande (2BA)
3.18 mi
2001
B
C
200
128
975
$1,931
$1.98
Acclaim (2BA)
3.63 mi
2006
B+
C+
205
14
971
$1,884
$1.94
Parc Roundtree Ranch (2BA)
4.53 mi
2021
A-
B-
275
123
1042
$1,825
$1.75
Place at Santana Village, The
4.41 mi
2016
A-
B-
224
48
1050
$1,813
$1.73
Place at Santana Village, The
4.41 mi
2016
A-
B-
224
104
1016
$1,802
$1.77
Acclaim (2BA)
3.63 mi
2006
B+
C+
205
12
737
$1,730
$2.35
Desert Vista (2BA)
4.30 mi
2004
B+
B
128
80
961
$1,645
$1.71
Acclaim (2BA)
3.63 mi
2006
B+
C+
205
8
836
$1,615
$1.93
Acclaim (2BA)
3.63 mi
2006
B+
C+
205
4
993
$1,556
$1.57
Acclaim (2BA)
3.63 mi
2006
B+
C+
205
6
1038
$1,532
$1.48
Acclaim (2BA)
3.63 mi
2006
B+
C+
205
8
860
$1,495
$1.74
Montevida (2BA)
3.90 mi
2000
A
B-
276
30
1010
$1,356
$1.34
Montevida (2BA)
3.90 mi
2000
A
B-
276
60
915
$1,295
$1.42
Totals/Averages
2008
861
981
$1,892
$1.86
135
EXHIBIT B
Glendale Senior Apartments
AHAP - Exhibit B
Glendale Senior Apartments is a senior affordable development to be located at the northeast
corner of N 50th Avenue and W Glenn Drive, in Glendale, AZ. The site is a 3.8‐acre vacant
property that allows for higher density multifamily housing approximately four miles east of
downtown Glendale and its Civic Center.
The Project will consist of an elevator-served four-story residential building containing 148
studio, one, and two-bedroom units. The building will also contain a community room, laundry
rooms on every floor, and a courtyard for residents to gather. The building is new construction,
wood framed, u-shaped on the western half of the site. There will be 115 parking spaces
(including 5 ADA spaces).
Please find the working drawings and specifications enclosed.
Resiliency is incorporated into design with dual elevators, multiple staircases, batter back‐up
systems during power outages, and evacuation drills and plans in the case of emergency. Open /
Green Space and design intent at the property is provided by the center 18,000 SF open
courtyard/plaza that is provides a protected space on three sides with great all year seasonal use.
Outdoor programming for the space includes raised garden beds, walking paths, dog run, sitting
areas and patio space transitional to interior community room that will “open” the first‐floor
community room to the courtyard during special events. Non‐Toxic/ Non‐Hazardous material
use is a core protocol and sustainability initiative Mercy Housing has implemented nationally.
Mercy will only use low VOC paint and materials, indoor air quality monitoring. To help with
common hazardous issues, this project will feature an anti‐trip hazard design, green cleaning tips,
and education on safe cooking.
ARCHITECTURAL:
MECHANICAL/PLUMBING:
STRUCTURAL:
ELECTRICAL:
LANDSCAPE:
CIVIL:
SALAS O'BRIEN
4745 N. 7TH STREET
PHOENIX, AZ 85014
(602) 966-6266
CONTACT: ERIC RAMOS
EMAIL: ERIC.RAMOS@SALASOBRIEN.COM
TODD & ASSOCIATES, INC.
4019 N. 44TH ST.
PHOENIX, AZ 85018
(602) 952-8280
(602) 952-8995 FAX
CONTACT: PM NAME
EMAIL:
TODD & ASSOCIATES, INC.
4019 N. 44TH ST.
PHOENIX, AZ 85018
(602) 952-8280
(602) 952-8995 FAX
CONTACT: PM NAME
EMAIL:
SALAS O'BRIEN
4745 N. 7TH STREET
PHOENIX, AZ 85014
(602) 966-6266
CONTACT: ERIC RAMOS
EMAIL: ERIC.RAMOS@SALASOBRIEN.COM
PK ASSOCIATES
7434 E MCDONALD DR
SCOTTSDALE, AZ 85250
(602) 922-8854
CONTACT: VALERIE GRANGER
EMAIL: VALERIEG@PKASTRUCTURAL.COM
WILSON & COMPANY
410 N. 44TH STREET
PHOENIX, AZ 85008
(602) 283-2701
CONTACT: TYLER SCHAFER
EMAIL: TYLER.SCHAFER@WILSONCO.COM
BUILDING TECHNOLOGY:
BROOKS
ELIZABETH, CO
80107
(303) 746-7780
CONTACT: CLAYTON SPENCER
EMAIL: clayton@brooksbta.com
SITE
51ST AVENUE
GLENDALE AVENUE
PALMAIRE
GLENN DRIVE
N 48TH DRIVE
N 48TH LANE
50TH AVE
MYRTLE AVE
FOR CONSTRUCTION
OR RECORDING
SCHEMATIC NOT
+
TODD
ASSOCIATES
CRITICAL THINKING / CREATIVE DESIGN
+
TODD ASSOCIATES
A R C H I T E C T U R E. P L A N N I N G. L A N D S C A P E A R C H I T E C T U R E.
4019 N. 44TH ST. / PHOENIX, AZ 85018
602-952-8280 / TODDASSOC.COM
PROJECT
SHEET INDEX
REVISIONS
CONSULTANTS
DATA
VICINITY
CONTACT
PROJECT
NOTES
© 2020 Todd & Associates, Inc., all rights reserved. These documents are permitted to be used by authorized
parties for the Work of this project only. No other use or reproduction, in any form or by any means, is permitted
unless authorized in writing by Todd & Associates, Inc., the copyright owner.
PROJECT NO.
Project No.
Project Log No.
Date
Client:
DATE
"PROMPT PAYMENT NOTICE"
Choose Appropriate Option from the Titleblock
properties. There are 5 options, make the option you
want visible and make sure the rest are unchecked.
Also clear check box for instructions.
NOTE:
This project has been designed for
................................................................... as a "for rent"
apartment community, individual ownership of the
units
was not part of the design criteria for this project.
Todd &
Associates, Inc. assumes no responsibility or liability in
change of ownership from original design intent.
Rev.
Date:
Description:
9/20/2022 1:25:40 PM
22-2015-00
22-2015-00
GLENDALE SENIOR APARTMENTS
GLENDALE SENIOR
APARTMENTS
(623)-937-0418
MERCY HOUSING
6515 W. MARYLAND AVE. GLENDALE, AZ 85301
100% DD Set
Design Development
100% DD Set
09/19/22
09/19/22
-
-
Design Development
SHEET INDEX
SHEET NUMBER
SHEET NAME
P2.3.1
THIRD FLOOR PLUMBING PLAN - WASTE & VENT
P2.3.2
THIRD FLOOR PLUMBING PLAN - WATER & GAS
P2.4.1
FOURTH FLOOR PLUMBING PLAN - WASTE & VENT
P2.4.2
FOURTH FLOOR PLUMBING PLAN - WATER & GAS
P3.1
PLUMBING ROOF PLAN
P6.1.1
ENLARGED UNIT PLANS
P6.1.2
ENLARGED UNIT PLANS
P6.1.3
ENLARGED UNIT PLANS
P6.1.4
ENLARGED UNIT PLANS
P6.2.1
ENLARGED PLUMBING PLANS
P6.2.2
ENLARGED PLUMBING PLANS
P6.2.3
ENLARGED PLUMBING PLANS
ELECTRICAL
E0.0
ELECTRICAL COVER SHEET
E0.1
ELECTRICAL FIXTURE SCHEDULE
E0.10
SINGLE LINE DIAGRAM
E0.11
LOAD CALCULATIONS
E2.0
ELECTRICAL SITE PLAN
E2.1
1ST FLOOR PLAN - POWER
E2.2
2ND FLOOR PLAN - POWER
E2.3
3RD FLOOR PLAN - POWER
E2.4
4TH FLOOR PLAN - POWER
E2.5
ROOF ELECTRICAL PLAN
E5.1
1ST FLOOR PLAN - LIGHTING
E5.2
2ND FLOOR PLAN - LIGHTING
E5.3
3RD FLOOR PLAN - LIGHTING
E5.4
4TH FLOOR PLAN - LIGHTING
E6.11
ELECTRICAL UNIT PLANS
E6.12
ENLARGED UNIT PLANS
E6.21
ENLARGED POWER PLANS - OFFICE/RESIDENT SERVICES
E6.22
ENLARGED POWER PLANS - CLUBHOUSE
E6.23
ENLARGED POWER PLANS - OFFICE/RESIDENT SERVICES
E6.24
ENLARGED LIGHTING PLANS - CLUBHOUSE
FIRE PROTECTION
FP1.1
FIRE SPRINKLER SITE PLAN
FP2.1.0
FIRST FLOOR STANDPIPE LAYOUT
FP6.1
TYPICAL UNIT FIRE SPRINKLERS PLAN
SHEET INDEX
SHEET NUMBER
SHEET NAME
A6.1.1A
ENLARGED UNIT S1 TYPE A
A6.1.2
ENLARGED UNIT A1
A6.1.2A
ENLARGED UNIT A1 TYPE A
A6.1.3
ENLARGED UNIT B1
A6.1.3A
ENLARGED UNIT B1 TYPE A
A6.1.4
ENLARGED UNIT B2
A6.2.1
ENLARGED PLANS
A6.2.2
ENLARGED PLANS
A6.2.3
ENLARGED PLANS
A6.3.1
INTERIOR ELEVATIONS
A6.3.2
INTERIOR ELEVATIONS
ARCHITECTURAL CHAPTER 7 - VERTICAL CIRCULATION
A7.1.1
STAIR 1 - PLANS & SECTIONS
A7.1.2
STAIR 2 - PLANS & SECTIONS
A7.1.3
STAIR 3 - PLANS & SECTIONS
A7.1.4
ELEV 1 & 2 - PLANS & SECTIONS
A7.2.1
STAIR DETAILS
A7.3.1
ELEVATOR DETAILS
ARCHITECTURAL CHAPTER 8 - SCHEDULES
A8.1.1
DOOR SCHEDULE
A8.1.3
DOOR DETAILS
A8.1.4
DOOR DETAILS
A8.1.5
DOOR DETAILS
A8.2.2
WINDOW DETAILS
A8.3.2
STOREFRONT DETAILS
A8.3.3
STOREFRONT DETAILS
A8.3.4
STOREFRONT DETAILS
ARCHITECTURAL CHAPTER 9 - WALL TYPES AND RATED ASSEMBLIES
A9.4.1
FIRE WALL DETAILS
ARCHITECTURAL CHAPTER 10 - BUILDING DETAILS
A10.0
DETAILS
A10.1
DETAILS
A10.2
DETAILS
A10.3
DETAILS
A10.4
DETAILS
STRUCTURAL
S1.0.1
GENERAL STRUCTURAL NOTES
S1.0.2
GENERAL STRUCTURAL NOTES
S1.0.3
GENERAL STRUCTURAL NOTES
S2.0
TYPICAL UNIT FRAMING PLANS
S2.1
FOUNDATION PLAN
S2.2
2ND FLOOR FRAMING PLAN
S2.3
3RD/4TH FLOOR FRAMING PLAN
S2.4
ROOF FRAMING PLAN
S2.5
SHEAR WALL PLAN
S4.0.1
CONCRETE TYPICAL DETAILS
S4.0.2
MASONRY TYPICAL DETAILS
S4.0.3
WOOD TYPICAL DETAILS
S4.0.4
WOOD TYPICAL DETAILS
S4.0.5
WOOD TYPICAL DETAILS
S4.0.6
SHEAR WALL TYPICAL DETAILS
S5.0.1
FOUNDATION DETAILS
S6.0.1
FRAMING DETAILS
S7.0.1
FRAMING DETAILS
MECHANICAL
M0.1
MECHANICAL COVER SHEET
M0.2
MECHANICAL SPECIFICATIONS
M0.3
MECHANICAL SCHEDULES
M2.1
FLOOR 1 MECHANICAL PLAN
M2.2
FLOOR 2 MECHANICAL PLAN
M2.3
FLOOR 3 MECHANICAL PLAN
M2.4
FLOOR 4 MECHANICAL PLAN
M3.1.1
MECHANICAL ROOF PLAN
M6.1.1
UNIT S1 MECHANICAL PLAN
M6.1.1A
UNIT S1-TYPE A MECHANICAL PLAN
M6.1.2
UNIT A1 MECHANICAL PLAN
M6.1.2A
UNIT A1-TYPE A MECHANICAL PLAN
M6.1.3
UNIT B1 MECHANICAL PLAN
M6.1.3A
UNIT B1-TYPE A MECHANICAL PLAN
M6.1.4
UNIT B2 MECHANICAL PLAN
M6.2.1
ENLARGED PLANS
M6.2.2
ENLARGED PLANS
M6.2.3
ENLARGED PLANS
M7.1
MECHANICAL DETAILS
M7.2
MECHANICAL DETAILS
PLUMBING
P0.1
PLUMBING COVER SHEET
P0.2
PLUMBING SPECIFICATIONS
P0.3
PLUMBING SCHEDULES
P1.0
PLUMBING SITE PLAN
P2.1.1
FIRST FLOOR PLUMBING PLAN - WASTE & VENT
P2.1.2
FIRST FLOOR PLUMBING PLAN - WATER & GAS
P2.2.1
SECOND FLOOR PLUMBING PLAN - WASTE & VENT
P2.2.2
SECOND FLOOR PLUMBING PLAN - HOT & COLD WATER
SHEET INDEX
SHEET NUMBER
SHEET NAME
ARCHITECTURAL CHAPTER 0 - GENERAL
A0
COVER SHEET
CIVIL
C-001
GENERAL NOTES
C-100
HORIZONTAL CONTROL
C-101
DEMOLITION PLAN
C-102
GRADING & DRAINAGE PLAN
C-103
SITE PLAN
C-200
ROADWAY PNP
C-201
ROADWAY PNP
C-202
ROADWAY PNP
C-203
ROADWAY PNP
C-204
ROADWAY PNP
C-205
ROADWAY PNP
C-300
CROSS SECTIONS
C-301
CROSS SECTIONS
C-302
CROSS SECTIONS
C-303
CROSS SECTIONS
C-304
CROSS SECTIONS
C-400
SEWER PNP
C-500
DETAILS
SL1
COVER SHEET
SL2
STREET LIGHT PLAN
SL3
STREET LIGHT PLAN
LANDSCAPE
L0.1
LANDSCAPE GENERAL NOTES & LEGENDS
L0.2
LANDSCAPE + IRRIGATION NOTES & SCHEDULES
L1.0
OVERALL HARDSCAPE PLAN
L1.1
HARDSCAPE PLAN
L1.2
HARDSCAPE PLAN
L2.0
HARDSCAPE DETAILS
L2.1
HARDSCAPE DETAILS
L3.0
WALL PLAN
L4.0
WALL DETAILS
L5.0
OVERALL LANDSCAPE PLAN
L5.1
LANDSCAPE PLAN
L5.2
LANDSCAPE PLAN
L6.0
LANDSCAPE DETAILS
L7.0
MAINLINE IRRIGATION PLAN
L7.1
IRRIGATION PLAN
L7.2
HARDSCAPE PLAN
L8.0
IRRIGATION DETAILS
L9.0
LOW VOLTAGE PLAN
ARCHITECTURAL CHAPTER 0 - GENERAL
A0.1
GENERAL NOTES & SYMBOLS
A0.1.2
3D VIEWS
A0.5.1
FIRE SEPARATION PLAN
A0.7.1
LEVEL 1 OCCUPANT LOAD & MEANS OF EGRESS
A0.7.2
LEVEL 2 OCCUPANT LOAD & MEANS OF EGRESS
A0.7.3
LEVEL 3 OCCUPANT LOAD & MEANS OF EGRESS
A0.7.4
LEVEL 4 OCCUPANT LOAD & MEANS OF EGRESS
ARCHITECTURAL CHAPTER 1 - SITE PLANS
A1.0
SITE PLAN
A1.1
SITE DETAILS
ARCHITECTURAL CHAPTER 2 - FLOOR PLANS
A2.1
1ST FLOOR PLAN
A2.2
2ND FLOOR PLAN
A2.3
3RD FLOOR PLAN
A2.4
4TH FLOOR PLAN
ARCHITECTURAL CHAPTER 3 - ROOF PLANS
A3.1.1
ROOF PLAN
A3.1.2
ENLARGED CANOPY PLANS
A3.3.1
ROOF DETAILS
A3.3.2
ROOF DETAILS
ARCHITECTURAL CHAPTER 4 - BUILDING ELEVATIONS AND SECTIONS
A4.1.1
BUILDING ELEVATIONS
A4.1.2
BUILDING ELEVATIONS
A4.2.1
BUILDING SECTIONS
A4.3.1
WALL SECTIONS
A4.3.2
WALL SECTIONS
A4.3.3
WALL SECTIONS
ARCHITECTURAL CHAPTER 5 - REFLECTED CEILING PLANS
A5.1
LEVEL 1 RCPS
A5.2
LEVEL 2 RCPS
A5.3
LEVEL 3 RCPS
A5.4
LEVEL 4 RCPS
A5.5
REFLECTED CEILING DETAILS
ARCHITECTURAL CHAPTER 6 - ENLARGED PLANS AND INTERIOR ELEVATIONS
A6.0.1
ACCESSIBILITY NOTES / DETAILS / MOUNTING HEIGHTS
A6.0.2
TYPE 'A' DWELLING UNIT
A6.0.3
TYPE 'B' UNIT DWELLING UNIT
A6.1.1
ENLARGED UNIT S1
ASSESSOR'S PARCEL NUMBER:
147-13-041A, 147-13-035A, 147-13-036B
SITE AREA:
EXISTING:
NET SITE AREA
3.68 ACRES (160,303 SQ.FT.)
GROSS SITE AREA
4.48 ACRES (195,266 SQ.FT.)
PROPOSED:
NET SITE AREA
3.68 ACRES (160,320 SQ.FT.)
GROSS SITE AREA
3.84 ACRES (167,233 SQ.FT.)
ZONING:
EXISTING
C-2 / C-3 C.O.D: MIDTOWN (SCO)
PROPOSED
C-2 / C-3 C.O.D: MIDTOWN (SCO)
CONSTRUCTION TYPE:
BUILDING 1
TYPE VA-1
HOUR
BUILDING HEIGHT:
MAX ALLOWED
70'
PROPOSED
49'-2" (4 STORIES)
MAXIMUM BUILDING HEIGHT IS DEFINED AS THE VERTICAL
DISTANCE MEASURED FROM THE FINISHED GRADE LEVEL
TO THE HIGHEST LEVEL OF THE BUILDING.
DENSITY:
MAX ALLOWED
±50.00 D.U./NET
ACRE
50 X 3.68 AC = 184 UNITS
PROVIDED
148 UNITS
MIN LOT COVERAGE REQUIRED:
N/A
LOT COVERAGE PROVIDED:
36.6%
(58,629 SQ.FT. /
160,320 SQ.FT.)
LOT COVERAGE CALCULATION:
MULTI-FAMILY BUILDING
32,802
SQ.FT.
CARPORTS
(113 STALLS) 25,520 SQ.FT.
LANDSCAPE STRUCTURES
307 SQ.FT.
BUILDING FOOTPRINT TOTAL
58,629 SQ.FT.
GENERAL PARKING REQUIREMENTS:
·
PARKING SPACE DIMENSION
10' x 20'
·
MAX PARKING SPACE BEFORE
LANDSCAPE ISLAND
10 P.S.
·
MINIMUM 1 PARKING SPACE PER UNIT
·
MINIMUM DRIVE AISLE WIDTH
23'
·
PARKING OVERHANG
1.5
REQUIRED PARKING:
0.4 STALL PER UNIT OF SENIOR HOUSING X 145 TOTAL UNITS
= 58 TOTAL STALLS
PROVIDED PARKING:
115 PARKING STALLS (INCLUDING 5 ADA)
BUILDING SETBACK:
REQUIRED
PROVIDED
FRONT (48th Lane)
0' 25'
STREET SIDE (50th Avenue) 0' 20'
SIDES (Glenn Drive) 0' 20'
REAR (Palmaire Ave)
0' 25'
*NOTE: PERIMETER FENCING IS SETBACK 4' FROM
PROPERTY LINE*
COMMON OPEN SPACE:
REQUIRED:
30% X NET AREA (± 160,320 SF) = 48,096 SF
PROVIDED:
49% (78,279 SF)
PRIVATE OPEN SPACE:
MINIMUM ALLOWED:
75 SF PER UNIT
PROVIDED:
75 SF PER UNIT ON AVERAGE
GENERAL NOTES
PUBLIC ACCESSIBILITY:
The City enforces the 2010 ADA Standards for Accessible Design (Americans with
Disability Act)
ASME A17.1-2004, Safety Code for Elevators and Escalators
ASME A17.1-2002, Safety Code for Existing Elevators and Escalators
ASME A17.1-2004, Safety Standards for Platform Lifts and Stairway Chairlifts
ICC/ANSI 117.1 - 2003
The following are the primary sections of the 2010 ADA Standards for Accessible Design:
-Accessible Route & Primary Access to Building: 206, 206.1, 401, 402, 403
-Parking: 208, 501, 502, 503
-Curb Ramps: 206, 207, 406
-Detectable Warnings (Truncated Domes): 705
-Doors: 206, 206.4, 206.5, 401, 404
-Restroom Accessibility: 213, 601, 602, 603, 604, 605, 606, 607, 608, 609, 610, 611
-Drinking Fountains: 211, 601, 602
-Alarms: 215, 701, 702
-Signage: 216, 701, 703
-Telephones: 217, 701, 704
-Counters: 212, 804, 901, 904
2010 Standards for Accessible Design: Chapter 7 - 705 Detectable warnings on walking
surfaces: detectable warnings shall consist of raised truncated domes with a diameter
nominal of 0.9-1.4 inches, a height nominal of 0.2 inches and center-to-center spacing
nominal of 1.6-2.4 inches and shall contrast visually with adjoining surfaces, either light
on dark or dark on light.
2010 Standards for Accessible Design: Chapter 7 - 705 Detectable warnings at parking
lot crosswalks & street crosswalks: if a walk crosses a parking area or street and the
walking surfaces are not protected by curbs, railings or other elements, the crosswalk
shall be defined by continuous detectable warning (Truncated Domes) a minimum of
36 inches wide.
1. Swimming pools and/or spas are not in this construction contract. Swimming pool
and/or spa are to be designed, submitted and permitted separately from this
construction contract.
2. Floor space is available and must be installed for an accessible route and entry to
swimming pool and/or spa as shown in the plan. Maintaining an accessible route and
entry features and/or equipment shall be the responsibility of and provided by others.
3. Responsible party purchasing appliances and equipment (pool lifts, transfer systems)
shall:
a. Verify and coordinate appliances model number and dimensions with
manufacturer;
b.Verify dimensions and controls locations meet all accessibility requirements,
including 2010 ADA Standards for Accessible Design (Americans with Disability
Act)
c. Verify appliances fit and are operable in the spaces provided;
d. Verify adjacent clear floor spaces meet all accessibility requirements when
appliance is installed;
e. Verify adjacent spaces remain functional.
4. Accessible play areas same as for swimming pools.
5. Signage: Add general notes identifying limits of signage within construction contract.
Typically, this is only the signage required for accessibility to restrooms and
accessible entry and egress routes.
6. Operable Parts - Lighting controls, electrical switches and receptacles,
environmental controls, appliance controls, operating hardware for operable
windows, plumbing fixture controls, and user controls for security or intercom systems
shall be accessible. 2010 ADA Standards for Accessible Design (Americans with
Disability Act)
7. Designated accessible routes shall be minimum of 36"wide. Maximum slope for
accessibility is 1:20 (5%) along the length and 1:50 (2%) cross slope.
8. Provide tactile signage within stair enclosures adjacent to the door at each floor
level landing identifying the floor level. (1022.8, 1110.3, ICC 703.3, 703.4)
ROOF GENERAL NOTES:
1. Cricket design, slope and construction shall comply with warranty requirements and
be approved by the roofing manufacturer and contractor prior to installation of the
roofing system. Crickets shown on the drawings are approximate unless specifically
dimensioned.
2. Cricket shall provide a valley slope of 3/8"/foot (1/4"/foot Minimun).
3. Roof cricket valleys shall not be obstructed to cause ponding. rooftop mounted
equipment curbs, bases, blocking, etc. shall not block roof valleys.
4. Roof penetrations shall not penetrate roofing valley flashing system membranes.
5. Rooftop mounted equipment shown on plan is approximate location only.
Contractor shall coordinate exact locations with various trades, including but not
limited to roofing, mechanical, plumbing, electrical and structural framing.
6. Coordinate size and location of roof penetrations with all trades, especially structural
and mechanical.
7. See structural for framing around roof penetrations.
8. See mechanical, plumbing and electrical for additional openings not shown on this
plan.
9. Typical piping penetration flashing detail see -/-
10. Painting: Paint all exposed metals, roof vents and stacks to match adjacent
building surface.
11. Painting: exposed mechanical equipment, vent stacks, piping and other rooftop
items. Include metal stands, frames, bases for rooftop equipment.
12. Roofing shall be installed in accordance with manufacturer's specifications,
approved details and installation requirements to maintain manufacturer's warranties.
13. See elevations and sections for vertical elevations and dimensions.
14. Draftstops shall be continued to underside of roof sheathing including built-up
crickets, and to face of exterior wall, including eaves.
15. Attic ventilation is required. Refer to calculations on roof plans.
16. All exposed metal flashing, edge trim, break metal, drip edges, etc. shall be
painted to match color of adjacent roof.
REFLECTED CEILING PLAN GENERAL NOTES:
1. Paint flat black (unless noted otherwise) all exposed surfaces or equipment visible
within or thru return air grilles or registers. This includes the interiors of ducted returns or
the areas visible within open air return plenums.
PARTITION TYPES AND RATED ASSEMBLIES GENERAL NOTES:
1. Partition Types:
a. Partition types use a letter designation corresponding to the mark indicated on
the Drawings for that partition.
b. Floor Plans indicate the Partition Type, and the Partition Type references the
Rated
Wall Assembly.
2. Fire Rated Construction:
a. Rated wall assembly partitions and details use a number designation
corresponding to the mark indicated on the Drawings for that partition
or detail.
b. Rated assembly Details are tested or certified assemblies by
independent laboratories, including Underwriter Laboratories, Inc.,
Factory Mutual, Warnock Hersey, UBC-1997 ed. Tables 7-A, 7-B, 7-C, IBC
2012 ed. Table 721.1 (1-3) and the Gypsum Association.
3. Partition details show substrates. See Room Finish Schedule, Plans, and Exterior and
Interior Elevations for material and finish locations and descriptions.
4. All exterior partition types are 'letter designation A' unless noted otherwise.
5. All interior partition types are 'letter designation B' unless noted otherwise.
DOORS, FRAMES AND HARDWARE:
1. All doors are to receive "non-grasping" type hardware.
2. Doors available for public and common use by the disabled shall:
a. Use "non-grasping" and/or lever-handled latch hardware.
b. Locate door opening hardware between 34" and 40" above finish floor.
c. Thresholds shall be a maximum of ½" in height with ¼" maximum vertical front
edge
and sloping back at a 1:2 slope for the remaining height.
d. The maximum effort to operate doors shall not exceed 8 ½ pounds for exterior
doors and 5 pounds for interior doors, such pull and push effort being applied at right
angles to hinged doors and at the center plane of sliding or folding doors. When
fire
doors are required, the maximum effort to operate the door may be increase
not to
exceed 15 pounds. Compensating devices or automatic door operators
may be utilized to meet these standards.
3. All exit doors shall be openable from the inside without the use of a key or any
special knowledge or effort. (2006 IBC Sec. 1003 & 1008.1.8) (unless allowed by
exceptions in the code and specifically noted - verify)
4. DOOR, FRAME & HARDWARE: Coordination requirement between contractor and
owner for keying.
5. Controls, operating mechanisms and hardware intended for operation by the
occupant, including switches that control lighting and ventilation, and electrical
convenience outlets, in accessible spaces, along accessible routes or as parts of
accessible elements shall be accessible. (IBC 2006 Sec. 1108.13 & 2006 IBC Sec.1109)
(unless allowed by exceptions in the 2006 code and specifically noted - verify) (2010
ADA Standards for Accessible Design (Americans with Disability Act)
GENERAL NOTES:
1. The Contractor is responsible for obtaining and complying with all permits
required to complete the work required by the Contract Documents. Signs require
separate approval and permits.
2. All work/improvements shall comply with all applicable requirements of all
governmental authorities having jurisdiction over the work/improvements
(including, without limitation, all applicable zoning, building, fire, health,
accessibility and environmental laws.
3. Contractor will provide all temporary facilities for the project including water,
power and telephone.
4. Staging, material and equipment storage areas will be approved by the owner
prior to delivery.
5. Prior to submitting bid, Contractor shall examine all Contract Documents and
visit construction site to become familiar with existing conditions under which they
will operate and which in any way affect the work under this contract. No
subsequent allowance will be made in this connection in behalf of the contractor
for any error or negligence on their part. By executing contracts, Contractor and
Subcontractors represent that they have:
a. Visited the site and made due allowances for difficulties and
contingencies;
b. Compared Contract Documents with existing conditions and informed
themselves of conditions to be encountered, including work by others, if
any, being performed; and
c. Notified Architect of ambiguities, inconsistencies, and errors they have
discovered within Contract Documents and existing conditions.
6. Failure to visit the site and become familiar with conditions shall not relieve
Contractor or Sub-Contractor from furnishing materials or equipment or completing
the work in accordance with Contract Documents at no additional cost.
7. Entire Contract Documents shall be used to bid, contract and complete the
work. Those documents include, but are not limited to, the Drawings,
Specifications, Addenda, Construction Contract, and documents issued during
Construction. No allowance will be made for bids and contracts between the
Owner and Contractor based on partial sets.
8. Where discrepancies occur within the Contract Documents, the greater
requirements shall govern.
9. Comply with all requirements of the serving utilities agencies. Pay all costs
required for meter installations, sewer taps, etc.
10. All walls required to have protected openings or penetrations shall be
permanently identified as such in accordance with section 703.6. final approval
shall be subject to the building official.
GENERAL BUILDING NOTES:
1. All wood base plates at concrete slab are to be pressure-treated or redwood.
2. See Structural for truss blocking requirements.
3. FIRE BLOCKING: Provide fire blocking in combustible construction to cut off
concealed draft openings, both vertical and horizontal, with materials and
locations as defined by IBC Section 717.2 and as shown on the drawings and as
listed below:
a. (717.2.2) at concealed spaces of stud walls and partitions, including furred
spaces, at the ceiling and floor levels, and at 10' intervals both vertical and
horizontal.
b. (717.2.3) at all interconnections between concealed vertical and horizontal
spaces such as soffits, dropped ceilings and cove ceilings and similar conditions.
c. (717.2.4) in concealed spaces between stair stringers at the top and bottom
of the run and between studs along and in line with the run of stairs, if the walls
under the stairs are unfinished.
d. (717.2.5) in openings around vents, pipes, ducts and similar openings which
afford a passage for fire at ceiling and floor levels, using non-combustible
materials.
e. (717.2.6) within concealed spaces of exterior wall finish and other exterior
architectural elements of combustible construction, at maximum intervals of 20'.
f. (717.2.1) The integrity of all fire blocking and draft stops shall be maintained.
g. (717.2.1.1) Walls having parallel studs for sound control shall have fire blocks
of mineral fiber, glass fiber or other approved non-rigid material at intervals of 10'.
4. All exposed surfaces should be painted unless noted otherwise or having
approved factory finish.
5. Signage: limits of signage within construction contract; Typically, this is only the
signage required for:
a. accessibility to restrooms and accessible entry and egress routes and
b. Fire Dept. requirements on site for bldg. identif. Add note on coordination
requirements between Owner and Contractor for room number and naming
requirements for fire alarm system. Add notes for compliance with IBC 2012 Sec.
1109/ IBC 2012 Sec. 1110.
6. Establish, verify and coordinate all openings and inserts for architectural,
mechanical, plumbing and electrical with appropriate trades, drawings and
subcontractors prior to construction.
7. Notes and details take precedence over general notes and typical details.
Where no details are shown. construction shall conform to similar work on the
project.
8. Do not scale Drawings. Location of all items shall be determined by dimensions
or notes only.
9. Typical details may not necessarily be cut on Drawings but apply unless noted
otherwise.
10. Continuous foundation drainpipes (French drains) shall be provided behind all
basement walls that retain more than 3'-0" of soil.
11. Continuous foundation drainpipes (French drains) shall be provided behind all
retaining walls that retain more than 3'-0" of soil, or provide weep holes 2" diameter
at 6'-0" o.c. maximum.
12. Contractor shall coordinate all work, systems and trades prior to installation.
Provide proper clearances between equipment, ductwork, piping, conduit, fixtures,
joists, ceilings, etc.
13. All precast elements - balusters, cornices, corbels, moldings, sills, where they
occur - are shown as simplified shapes in the Construction Drawings. The precast
manufacturer shall provide shop drawings proposing detailed profiles, shapes, and
styles specific to each identified precast location for review and approval by the
Architect. The precast manufacturer is assumed to have access to a wide range of
ornamental molds and patterns from which the Architect can approve specific
selections consistent with the refined, high quality of ornamentation intended for
this project. The simplified precast shapes shown in elevations and details indicate
the location size, and interface with masonry of an element, not the final or exact
profile.
14. Stucco Accessories:
1. Install corner beads or corner reinforcement at all external corners.
2. Install casing beads where stucco stops and at all stucco terminations.
3. Install weep screed at base.
4. Install control joints at locations shown on the Drawings and at the following
locations, which may not be shown: corners of doors, windows or wall openings,
and in the stucco field to create panels no larger than 144 square feet (13m2).
Distance between control joints should not exceed 12 feet (3600mm) in any
direction.
5. Install expansion joints where dissimilar substrates meet and at structural
expansion joints.
15. All dimensions are to face of stud (F.O.S.) Unless noted otherwise.
16. Typical at all doors. 3" min. clear from stud to stud on door jamb, hinge side.
(U.N.O.)
17. CONCRETE: All exterior concrete wall or slab dimensions are taken to exterior
face
of concrete, U.N.O..
18. WALL THICKNESS AND ALIGNMENT: A.) Contractor shall verify and coordinate
walls and other framing that require a non-typical wall thickness due to structural,
electrical, mechanical, equipment, or other requirements. B.) On a continuous wall
surface where construction involves more than one material, finish, or material
thickness, align face or finish U.N.O..
19. Refer to general partition and fire protection notes on sheet A9.1.1 for
additional notes.
20. All fire-resistant joint systems shall be tested in accordance with the
requirements of either ASTM E 1966 OR UL 2079. (714.3)
GENERAL SITE NOTES:
1. Contractor is responsible for locating and confirming depths of all existing utility
lines within proposed retention basin areas.If the basin cannot be constructed per
plan because of conflicts, the contractor should discuss modification of basin
configuration with the City Inspector to determine if a plan revision or a field
change is required.
2. Contact the Blue Stake Center (263-1100) 24 hours prior to construction.
Contractor is responsible for and must restore anything damaged during and as a
result of construction.
3. Verify existing conditions and notify the Architect of any discrepancies between
the Contract Drawings, Specifications and existing conditions.
4. See Civil Drawings for finish grades, top of retaining walls and tops of footings.
5. All sidewalks and concrete paving unless otherwise noted shall be gray
concrete, light broom finish surface. Refer to landscape hardscape drawings.
Provide score/control joints as shown. Provide expansion joints at 20' on center,
maximum.
6. All curvilinear walks shall be installed to provide positive drainage, devoid of low
spots subject to puddling.
7. During construction, the Contractor shall be responsible for the control of earth
spillage, runoff and construction water and shall protect adjacent properties and
existing structures from such.
8. The Contactor shall be responsible for the care, maintenance, repair or
replacement of existing improvements of utilities in the work area and on adjacent
properties, which have been removed or damaged during the course of
construction. All repair, replacement or cleanup shall be done to the satisfaction
of and at no additional expense to the utility company and Owner.
ABBREVIATIONS
MATERIAL INDICATIONS
HARDBOARD
GLUE-LAM BEAM
PLYWOOD
BATT/LOOSE FILL
ACOUSTICAL TILE
METAL LATH &
CERAMIC TILE,
QUARRY TILE THIN
SET ON CONC
FLOOR
TILE
BE REMOVED
EXISTING
EXISTING TO
METAL RIBBED
SIDING
TILE
CMU W/ INT.
FURRING
CONCRETE
STUCCO
PLASTER OR
GLASS
STANDING SEAM
ROOF SHINGLE
METAL
ROOFING
MEMBRANE
REMAIN
RESILIENT
FLOORING
NEW CMU
CARPET
EXISTING TO
SHINGLES
(SPLIT FACE ETC..)
SPECIAL UNITS
CMU W/
BRICK/CMU
GYP.BD./STUCCO
CERAMIC TILE
STUD
CMU
BACKER UNIT
CEMENTITIOUS
EIFS
CMU W/
EXT EIFS
STUD W/
GYPSUM WALLBOARD
GROUT SET
RIGID/BOARD
CERAMIC TILE
GLASS/STRUCTURAL
CERAMIC TILE
SPRAY/FOAM
GROUT SET
GLASS BLOCK
COMPACT FILL
FINISH
STEEL
STONE
PRECAST
BRICK
SAND FILL
EARTH
FILL/GRAVEL
ROUGH/STUD
ALUMINUM
MARBLE
OR OTHER METALS
BLOCKING
BRASS/BRONZE
CAST-IN-PLACE
CONCRETE
MASONRY UNIT
UNDISTURBED
ROCK
GROUT MORTAR
SAND/MORTAR
CONCRETE
ASPHALTIC
EARTH
POROUS
FLOOR MATERIAL AND FINISHES
WALLS AND PARTITIONS 1/8" & 1/4" SCALE
ROOF
RENOVATION
DEMOLITION
FINISHES
GLASS
INSULATION
WOOD
METAL
STONE
MASONRY
CONCRETE
EARTHWORK
ELEVATION
& AND
@ AT
Ø DIAMETER
% PERCENT
# POUND, NUMBER
A
AB
ANCHOR BOLT
ABV
ABOVE
AC
ASPHALTIC CONCRETE
AIR-CONDITIONED
ACRE
ACC
ACCESSIBLE
ACOUS ACOUSTICAL
ACT
ACOUSTICAL CEILING TILE
AD
AREA DRAIN
ADD
ADDENDUM
ADH
ADHESIVE
ADJ
ADJUSTABLE
ADJ
ADJACENT
AF
ACCESS FLOORING
AFF
ABOVE FINISHED FLOOR
AGGR
AGGREGATE
AL
ALUMINUM
ALT
ALTERNATE
ANOD
ANODIZED
AP
ACCESS PANEL
APPROX APPROXIMATE
ARCH
ARCHITECTURAL
AUTO
AUTOMATIC
AT
ACOUSTICAL TILE
B
BD
BOARD
BEV
BEVEL
BLDG
BUILDING
BLK
BLOCK
BLKG
BLOCKING
BM
BEAM
BENCHMARK
BOT
BOTTOM
BR
BEDROOM
BRG
BEARING
BRKT
BRACKET
BS
BOTH SIDES
BSMT
BASEMENT
BTWN
BETWEEN
BTUM
BITUMINOUS
BUR
BUILT-UP ROOFING
BFD
BI-FOLD DOORS
C
C
CENTI GRADE
CAB
CABINET
CB
CATCH BASIN
CHALK BOARD
CD
CEILING DIFFUSER
CEM
CEMENT
CEMPLS CEMENT PLASTER
CER
CERAMIC
CG
CORNER GUARD
CHAM
CHAMFER
CI
CAST IRON
CIP
CAST-IN-PLACE
CJ
CONTROL JOINT
CL
CENTERLINE
CLG
CEILING
CLO
CLOSET
CLR
CLEAR
C
CENTIMETER
CMU
CONCRETE MASONRY UNITS
CNTR
COUNTER
CO
CASED OPENING
CLEANOUT
COL
COLUMN
COMP
COMPOSITE
COMPOSITION
CONC
CONCRETE
COND
CONDITION
CONN
CONNECTION
CONSTR CONSTRUCTION
CONT
CONTINUOUS
CONTR CONTRACTOR
COORD COORDINATE
COP
COPPER
CORR
CORRIDOR
CPT
CARPET
CSJT
CONSTRUCTION JOINT
CR
COLD ROLLED
CT
CERAMIC TILE
CTR
CENTER
CTS
COUNTERSINK
CU
CUBIC
CULT
CULTURED
CW
COLD WATER
CWS
CHILLED WATER SUPPLY
CWR
CHILLED WATER RETURN
CY
CUBIC YARD
D
D
DEEP
DEPTH
DRYER
DA
DOUBLE ACTING
DB
DECIBEL
DBL
DOUBLE
DD
DECK DRAIN
DEMO
DEMOLISH
DEMOLITION
DEPT
DEPARTMENT
DET
DETAIL
DF
DRINKING FOUNTAIN
DIA
DIAMETER
DIAG
DIAGONAL
DIFF
DIFFUSER
DIm
DIMENSION
DISP
DISPENSER
DN
DOWN
DPR
DAMPER
DP
DAMP PROOF
DR
DOOR
DRAIN
DS
DOWNSPOUT
DSP
DRY STANDPIPE
DW
DISHWASHER
DWG
DRAWING
DWR
DRAWER
E
(E)
EXISTING
E
EAST
EA
EACH
EB
EXPANSION BOLT
EF
EACH FACE
EXHAUST FAN
EC
ELASTOMERIC COATING
EXPOSED CONSTRUCTION
EFS
EXTERIOR FINISH SYSTEM
EIFS
EXTERIOR INSULATION FINISH
SYSTEM
EJ
EXPANSION JOINT
EL
ELEVATION
ELAS
ELASTOMERIC
ELEC
ELECTRICAL
ELEV
ELEVATOR
EMER
EMERGENCY
ENCL
ENCLOSURE
ENG
ENGINEER
ENAM
ENAMEL
ENTR
ENTRANCE
EOS
EDGE OF SLAB
EP
ELECTRICAL PANELBOARD
EXC
EXCAVATE
EQ
EQUAL
EQPT
EQUIPMENT
EW
EACH WAY
EWC
ELECTRIC WATER COOLER
EXH
EXHAUST
EXP
EXPANSION
EXPO
EXPOSED
EXT
EXTERIOR
F
F
FAREHENHEIT
FA
FIRE ALARM
FACP
FIRE ALARM CONTROL PANEL
FAB
FABRICATE
FBP
FIBER BOARD PANEL
FCU
FAN COIL UNIT
FD
FLOOR DRAIN
FIRE DAMPER
FDC
FIRE DEPARTMENT CONNECTION
FDN
FOUNDATION
FE
FIRE EXTINGUISHER
FEC
FIRE EXTINGUISHER CABINET
FF
FINISHED FLOOR
FFE
FINISH FLOOR ELEVATION
FF&E
FURNITURE FIXTURE & EQUIPMENT
FH
FIRE HOSE
FHC
FIRE HOSE CABINET
FIN
FINISH
FIXT
FIXTURE
FL
FLOOR
FLOW LINE
FLDG
FOLDING
FLG
FLOORING
FLUOR
FLUORESCENT
FM
FACTORY MUTUAL
FOC
FACE OF CONCRETE
FOF
FACE OF FINISH
FOM
FACE OF MASONRY
FOS
FACE OF STUDS
FOW
FACE OF WALL
FR
FRAME
FRP
FIBERGLASS REINFORCED
POLYESTER PANEL
FRT
FIRE RETARDANT TREATED
FRZ
FREEZER
FS
FLOOR SINK
FT
FOOT
FEET
FTD
FACIAL TISSUE DISPENSER
FTG
FOOTING
FURR
FURRING
FURRED
FUT
FUTURE
G
GA
GAGE
GALV
GALVANIZED
GB
GRAB BAR
GC
GENERAL CONTRACTOR
GD
GARBAGE DISPOSAL
GFI
GROUND FAULT INTERRUPTER
GFRC
GLASS FIBER REINFORCED
CONCRETE
GL
GLASS
GLAM
GLU-LAMINATED
GND
GROUND
GR
GRADE
GS
GYPSUM SHEATHING
GSB
GYPSUM SHEATHING BOARD
GYP
GYPSUM BOARD
H
H
HIGH
HB
HOSE BIBB
HC
HOLLOW CORE
HD
HEAD
HDF
HIGH-DENSITY POLYURETHANE
HDR
HEADER
HDWD
HARDWOOD
HDWR
HARDWARE
HM
HOLLOW METAL
HORZ
HORIZONTAL
HP
HORSE POWER
HR
HOUR
HANDRAIL
HS
HAND SINK
HT
HEIGHT
HVAC
HEATING VENTILATION &
AIR CONDITIONING
HW
HOT WATER
HWS
HOT WATER SUPPLY
HWR
HOT WATER RETURN
I
I.B.C.
INTERNATIONAL BUILDING CODE
I.C.B.O. INTERNATIONAL CONFERENCE
OF BUILDING OFFICIALS
I.C.C.
INTERNATIONAL CODE COUNCIL
ID
INSIDE DIAMETER (DIMENSION)
IE
INVERT ELEVATION
ILLUM
ILLUMINATION
IN
INCH
INCL
INCLUSIVE
INCLUDED
INCLUDING
INSP
INSPECTION
INSUL
INSULATION
INT
INTERIOR
INTEG
INTEGRATED
INV
INVERT
J
JAN
JANITOR
JB
JUNCTION BOX
JC
JANITOR'S CLOSET
JST
JOIST
JT
JOINT
K
KD
KNOCK DOWN
KIP
1000 POUNDS
KIT
KITCHEN
KO
KNOCK-OUT
KP
KICK PLATE
L
L
LENGTH
LONG
LAB
LABORATORY
LAM
LAMINATE
LAMINATED
LAV
LAVATORY
LB
POUND
LDG
LANDING
LF
LINEAL FEET
LGTH
LENGTH
LH
LEFT HAND
LHR
LEFT HAND REVERSE
LKR
LOCKER
LL
LIVE LOAD
LOC
LOCATION
LR
LIVING ROOM
LT
LIGHT
LTWT
LIGHTWEIGHT
LVR
LOUVER
M
M
MALE
MAINT
MAINTENANCE
MAR
MARBLE
MAS
MASONRY
MAT
MATERIAL
MAX
MAXIMUM
MB
MACHINE BOLT
MBR
MASTER BEDROOM
MC
MEDICINE CABINET
MCW
MINERAL CORE WOOD
MDF
MEDIUM DENSITY FIBERBOARD
MDO
MEDIUM DENSITY OVERLAY
MECH
MECHANICAL
MEMB
MEMBRANE
MEZZ
MEZZANINE
MET
METAL
MFR
MANUFACTURER
MH
MANHOLE, MANHOUR
MIN
MINIMUM
MINUTE
MIR
MIRROR
MISC
MISCELLANEOUS
MLDG
MOULDING
MOLDING
MO
MASONRY OPENING
MOD
MODULAR
MODIFY
MR
MOISTURE RESISTANT
MTD
MOUNTED
MTG
MOUNTING
MTL
MATERIAL
MTP
METAL TOILET PARTITION
MUL
MULLION
MUN
MUNTIN
N
N
NORTH
NE
NORTHEAST
NW
NORTHWEST
NIC
NOT IN CONTRACT
NO
NUMBER
NOM
NOMINAL
NTS
NOT TO SCALE
O
OA
OVERALL
OBS
OBSCURE
OC
ON CENTER
OD
OUTSIDE DIAMETER (DIMENSION)
OFCI
OWNER FURNISHED -
CONTRACTOR INSTALLED
OFRD
OVERFLOW ROOF DRAIN
OFF
OFFICE
OF
OWNER FURNISHED
OH
OVERHANG
OI
OWNER INSTALLED
OPNG
OPENING
OPP
OPPOSITE
OPP
OPPOSITE HAND
OPR
OPERABLE FIR
OSB
ORIENTED STRAND BOARD
OVHD
OVERHEAD
OZ
OUNCE
P
PA
PUBLIC ADDRESS SYSTEM
PASS
PASSAGE
PBD
PARTICLE BOARD
PC
PIECE
PRECAST CONCRETE
PD
PLANTER DRAIN
PERP
PERPENDICULAR
PH
PHASE
PERIM
PERIMETER
PH
PENTHOUSE
PL
PLATE
PROPERTY LINE
PLAM
PLASTIC LAMINATE
PLAS
PLASTER
PLBG
PLUMBING
PLYWD
PLYWOOD
POL
POLISHED
PP
PUSH PLATE
POWER POLE
PNL
PANEL
PR
PAIR
PRCST
PRECAST
PREFAB PREFABRICATED
PREP
PREPARATION
PREPARE
PROP
PROPERTY
PSF
POUNDS PER SQUARE FOOT
PSI
POUND PER SQUARE INCH
PT
POINT
PAINT
PTD
PAPER TOWEL DISPENSER
PAINTED
PTDR
PAPER TOWEL DISPENSER &
WASTE RECEPTACLE
PTN
PARTITION
PTR
PAPER TOWEL RECEPTACLE
PVC
POLYVINYL CHLORIDE
PVMT
PAVEMENT
Q
QT
QUARRY TILE
QTR
QUARTER
R
R
RADIUS, RISER
RA
RETURN AIR
RB
RESILIENT BASE
RCP
REFLECTED CEILING PLAN
RD
ROOF DRAIN
RDWD
REDWOOD
REF
REFERENCE
REFLECTED
REFR
REFRIGERATOR
REINF
REINFORCED
REINFORCING
REQ
REQUIRED
RESIl
RESILIENT
REST
RESTROOM
REV
REVISED
REVISION
RET
RETURN
RF
ROOF
RESILIENT FLOORING
RFD
RECESSED FLOOR DRAIN
RFG
ROOFING
RGH
ROUGH
RGTR
REGISTER
RH
ROBE HOOK
RIGHT HAND
RLG
RAILING
RM
ROOM
RND
ROUND
RS
ROUGH SAWN
RO
ROUGH OPENING
RW
RIGHT OF WAY
RWC
RAIN WATER CONDUCTOR
RWL
RAIN WATER LEADER
S
S
SOUTH
SAN
SANITARY
S&R
SHELF & ROD
SA
SINGLE ACTING
SC
SCALE
SOLID CORE
SCD
SEAT COVER DISPENSER
SCHED
SCHEDULE
SCP
SCUPPER
SCR
SCREEN
SHOWER CURTAIN ROD
SD
SMOKE DETECTOR
SOAP DISPENSER
STORM DRAINS
SDISH
SOAP DISH
SE
SOUTHEAST
SECT
SECTION
SF
SQUARE FOOT
SH
SHELF
SHR
SHOWER
SHT
SHEET
SHTG
SHEATHING
SIM
SIMILAR
SL
SLOPE
SLDG
SLIDING
SLNT
SEALANT
SM
SHEET METAL
SND
SANITARY NAPKIN DISPENSER
SNR
SANITARY NAPKIN RECEPTACLE
SP
SPACE
SPF
SPRAY POLYURETHANE FOAM
SPBLK
SPLASH BLOCK
SPEC
SPECIFICATION
SPKR
SPEAKER
SPRK
SPRINKLER
SQ
SQUARE
SS
SERVICE SINK
STAINLESS STEEL
SANITARY SEWER
ST
STONE
STA
STATION
STC
SOUND TRANSMISSION CLASS
STD
STANDARD
STUD
STL
STEEL
STN
STAIN
STOR
STORAGE
STR
STRUCTURAL
STRUCT STRUCTURE
SUBFL
SUBFLOOR
SURF
SURFACE
SUP
SUPPLY
SW
SOUTHWEST
SURR
SURROUND
SUSP
SUSPENDED
SVC
SERVICE
SW
SWITCH
SOUTHWEST
SYM
SYMMETRICAL
SYS
SYSTEM
SPT
SUPPORT
T
T
TOP; TREAD
T&B
TOP & BOTTOM
T&G
TONGUE AND GROOVE
TACKBD TACKBOARD
TB
TOWEL BAR
TBU
TILE BACKER UNIT
TC
TOP OF CURB
TD
TRENCH DRAIN
TOWEL DISPENSER
TDW
TOWEL DISPENSER & WASTE
TEL
TELEPHONE
TEMP
TEMPERED
TEMPORARY
TER
TERRAZZO
TF
TOP OF FOOTING
THK
THICK
THICKNESS
THR
THRESHOLD
THRU
THROUGH
TLT
TOILET
TMB
TELEPHONE
MOUNTING BOARD
TN
TOENAIL
TOD
TOP OF DECK
TOL
TOLERANCE
TO
TOP OF (ITEM)
TOC
TOP OF CURB
TOM
TOP OF MASONRY
TOP
TOP OF PAVEMENT
TOP OF PLATE
TOS
TOP OF SLAB
TOW
TOP OF WALL
TPD
TOILET PAPER DISPENSER
TPH
TOILET PAPER HOLDER
TPT
TEXTURED PAINT
TRAN
TRANSITION
TS
TOWEL SHELF
TV
TELEVISION
TYP
TYPICAL
U
UBC
UNIFORM BUILDING CODE
UGE
UNDERGROUND ELECTRICAL
UGT
UNDERGROUND TELEPHONE
UC
UNDERCUT
UNDER COUNTER
UL
UNDERWRITERS LABORATORY
UNF
UNFINISHED
UNO
UNLESS NOTED OTHERWISE
UR
URINAL
UTL
UTILITY
UV
ULTRAVIOLET
V
VAR
VARIES
VCT
VINYL COMPOSITION TILE
VERT
VERTICAL
VEST
VESTIBULE
VG
VERTICAL GRAIN
VOL
VOLUME
VP
VENEER PLASTER
VT
VINYL TILE
VTR
VENT THROUGH ROOF
VWC
VINYL WALL COVERING
W
W
WASHER
WIDE
WEST
WATER
W/
WITH
WO
WITHOUT
WHERE OCCURS
WAIN
WAINSCOT
WC
WALLCOVERING
WATER CLOSET
WD
WOOD
WDW
WINDOW
WGL
WIRE GLASS
WH
WATER HEATER
WP
WATER PROOFING
WORKING POINT
WPM
WATERPROOF MEMBRANE
WR
WATER RESISTANT
WASTE RECEPTACLE
WRB
WEATHER RESISTANT BARRIER
WSCT
WAINSCOT
WSP
WET STAND PIPE
WT
WEIGHT
WWF
WELDED WIRE FABRIC
Y
YD
YARD
METAL STANDING
SEAM
CERAMIC TILE,
QUARRY TILE GROUT
SET W/ MEMBRANE
OVER CONC.
SYMBOL LEGEND
1.1
1
A
A101
SIM
1
A101
SIM
A101
1
SIM
A101
1
SIM
A101
SIM
BUILDING SECTION INDICATOR:
EACH SIDE OF SECTION EXTENTS
WALL SECTION INDICATOR:
BUILDING ELEVATION INDICATOR:
NOTE: THE SOLID FILL REGION
INDICATES ELEVATION VIEW #
ON SHEET & DIRECTION OF VIEW.
DOOR SYMBOL:
WINDOW / LOUVER INDICATOR:
PARTITION INDICATOR (LETTERED):
REFER TO DRAWINGS A9.1 SERIES
FOR PARTITION TYPES
RATED ASSEMBLY INDICATOR
(NUMBERED): REFER TO
DRAWINGS A9.2 SERIES FOR
RATED ASSEMBLIES
CONTROL POINT
PITCH INDICATOR
SLOPE INDICATOR
12
1
REVISION CLOUD & DELTA:
REFER TO TITLE BLOCK FOR
REVISION INFORMATION PER
DRAWING
OCCUPANT LOAD
IDENTIFIER:
OCCUPANT LOAD
IDENTIFIER:
EXIT REQUIREMENTS:
OCCUPANT LOAD
OCC. LOAD X 0.2 STAIRS
TOTAL WIDTH IN INCHES
OCC. LOAD X 1.5 STAIRS
USE
SQUARE FEET
OCC. LOAD FACTOR
TOTAL OCCUPANTS
EXITS REQUIRED
MIN. WIDTH IN INCHES
OCCUPANCY LOAD
INCHES PER PERSON
TOTAL WIDTH IN INCHES
ENLARGED DETAIL INDICATOR:
REFER TO SHEET # AS
INDICATED
DETAIL SECTION INDICATOR
SHEET NUMBER
DETAIL NUMBER
SHEET
NUMBER
DETAIL
NUMBER
SHEET
NUMBER
DETAIL
NUMBER
SHEET
NUMBER
A4.1.1
1
KEYNOTE BUBBLES:
REFER TO KEYNOTES IN TITLE BLOCK
EXTERIOR BUILDING COLOR
INDICATOR
ROOM IDENTIFICATION TAG:
REFER TO ROOM FINISH SCHEDULE
ON DRAWINGS
STRUCTURAL GRID LINE & BUBBLE:
F.O.M. = FACE OF MASONRY
F.O.S.
= FACE OF STUD
C.O.S. = CENTER OF STUD
HEIGHT INDICATOR DATUM POINT:
RELATIVE TO FIRST FINISH FLOOR
MATCH LINE:
REFER TO DRAWING INDICATED
FOR MATCH
BREAK LINE
0'-0"
FINISH FLOOR
MATCH LINE
SEE DRAWING: A2.1.1
1
A
TOILET ACCESSORY:
REFER TO TOILET ACCESSORY
KEYNOTES IN TITLE BLOCK
TA - 1
SLOPE
1/4" /ft.
Room
name
101
C1
X
A
A101
101
1t
A1
USE
SF-
STOREFRONT SYMBOL:
1t 9 - 9 3/4
REFLECTED CEILING PLAN
CEILING HEIGHT /
FINISH INDICATOR:
INDICATES CEILING HEIGHT
INDICATES CEILING TYPE
CEILING TYPES
A =
2'x2' SUSPENDED ACOUS.
CEILING SYSTEM
B =
C =
GYPSUM BOARD CEILING
D=
EXTERIOR STUCCO CEILING
DIRECTIONAL LIGHT
FIXTURE:
REFER TO ELECTRICAL
RECESSED CAN
LIGHT:
REFER TO ELECTRICAL
WALL SCONCE:
REFER TO
ELECTRICAL
CEILING MOUNTED
FIXTURE: REFER TO
ELECTRICAL
EXIT SIGN:
REFER TO
ELECTRICAL
WALL MOUNTED STRIP
FIXTURE: REFER TO
ELECTRICAL
WALL MOUNTED
EMERGENCY LIGHT:
REFER TO ELECTRICAL
2'x2' LAY-IN
FLUORESCENT
LIGHT FIXTURE:
REFER TO ELECTRICAL
2'x4' LAY-IN
FLUORESCENT
LIGHT FIXTURE:
REFER TO ELECTRICAL
FLUORESCENT STRIP
LIGHT:
REFER TO ELECTRICAL
SUPPLY AIR:
REFER TO MECHANICAL
EXHAUST AIR:
REFER TO
MECHANICAL
RETURN AIR:
REFER TO
MECHANICAL
2'x2' LAY-IN
ACOUSTICAL
TILE & GRID
2'x4' LAY-IN SECOND
LOOK ACOUSTICAL
TILE & GRID
2'x4' LAY-IN
ACOUSTICAL
TILE & GRID
4'x4' SUSPENDED
ACOUSTICAL CEILING
PANELS
2'x4' SUSPENDED ACOUS.
CEILING SYSTEM
FOR CONSTRUCTION
OR RECORDING
SCHEMATIC NOT
A R C H I T E C T U R E. P L A N N I N G.
L A N D S C A P E A R C H I T E C T U R E.
+
CRITICAL THINKING / CREATIVE DESIGN
ASSOCIATES
TODD
4019 N. 44TH ST. / PHOENIX, AZ 85018
602 - 952 - 8280 / TODDASSOC.COM
Copyright 2021 Todd & Associates, Inc.
p
f
PROJECT
NO.
CLIENT
SEAL
CONTACT
DATA
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Proj Mgr.
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Rev.
Date:
Description:
Rev.
PHASE
22-2015-00
GLENDALE
SENIOR
APARTMENTS
GENERAL NOTES &
SYMBOLS
A0.1
MERCY HOUSING
6515 W. MARYLAND AVE.
GLENDALE, AZ 85301
(623)-937-0418
09/19/22
100% DD Set
Design Development
Author
FOR CONSTRUCTION
OR RECORDING
SCHEMATIC NOT
A R C H I T E C T U R E. P L A N N I N G.
L A N D S C A P E A R C H I T E C T U R E.
+
CRITICAL THINKING / CREATIVE DESIGN
ASSOCIATES
TODD
4019 N. 44TH ST. / PHOENIX, AZ 85018
602 - 952 - 8280 / TODDASSOC.COM
Copyright 2021 Todd & Associates, Inc.
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f
PROJECT
NO.
CLIENT
SEAL
CONTACT
DATA
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properties. There are 5 options, make the option you
want visible and make sure the rest are unchecked.
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Proj Mgr.
Dwn By:
Rev.
Date:
Description:
Rev.
PHASE
22-2015-00
GLENDALE
SENIOR
APARTMENTS
3D VIEWS
A0.1.2
MERCY HOUSING
6515 W. MARYLAND AVE.
GLENDALE, AZ 85301
(623)-937-0418
09/19/22
100% DD Set
Design Development
Author
2
AXONOMETRIC 1
1
AXONOMETRIC 2
5
ENTRY DRIVE
4
ENTRY
3
LOBBY 1
8
LOBBY 2
7
COMMUNITY DINING/LOUNGE
6
OUTDOOR PATIO
T
T
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
T
T
CONST.
TYPE
SPRINKLER
SYSTEM
REFER TO PLANS
FOR AREA
LOCATIONS
OCCUPANCY
BUILDING HEIGHT IN FEET
TABLE 504.3
ALLOWABLE
ACTUAL
# STORIES
TBL. 504.4
AREA PER
FLOOR
TABLE 506.2
BUILDING
LEVEL
ALLOWABLE AREA DETERMINATION PER FLOOR
SEC. 506.2.4 EQUATION 5-3: a
A = { A + [ NS x I ] }
t
f
ALLOWED
ACTUAL
ALLOWABLE
OCCUPANCY
ACTUAL / ALLOWABLE
FRONTAGE INCREASE
FACTOR
SEC. 506.3.3
EQUATION 5-5
fI = [ F/P - 0.25] W/30
BUILDING AREA ANALYSIS
BUILDING - 1A
RESIDENTIAL
V-A
NFPA 13
NON-SEPARATED
OCCUPANCIES
*R-2
70' - 0"
49' - 2"
36,000 S.F.
4
4
BUILDING - 1B
RESIDENTIAL,
CLUBHOUSE,
LEASING, &
LAUNDRY
V-A
NFPA 13
NON-SEPARATED
OCCUPANCIES
*R-2
**A-3
70' - 0"
49' - 2"
36,000 S.F.
4
4
B
* MOST STRINGENT OCCUPANCY - IBC 508.3.2
** ACCESSORY TO GROUP R-2 - IBC 508.2
* MOST STRINGENT OCCUPANCY - IBC 508.3.2
** ACCESSORY TO GROUP R-2 - IBC 508.2
F-1
SITE SYMBOLS LEGEND
PROPERTY LINE
NOTES:
1. ALL EXTERIOR WALLS ARE 1-HOUR RATED UNLESS NOTED
OTHERWISE (IBC 705)
2. REFER TO A0.6.1.1 - A0.6.3.1 FOR MORE BUILDING
INTERIOR FIRE SEPARATION INFORMATION
3. EXTERIOR WALLS ARE RATED FOR FIRE EXPOSURE FROM
THE INSIDE ONLY, EXCEPT AS INDICATED ON THIS PLAN.
PROVIDE RATING FOR EXPOSURE FROM BOTH SIDES OF
THE WALL IN ACCORDANCE WITH TABLE 602
4. REFER TO A0.3 FOR PROJECT CODE NARRATIVE
5. REFER TO A0.7.1.1 - A0.7.3.1 FOR BUILDING AREA
ANALYSIS
33%
(E)
KNOX BOX PER CITY OF SCOTTSDALE FIRE
DEPARTMENT SPECIFICATION TO
CONTAIN FOB OR KEY AS APPLICABLE TO
ACCESS DOOR
KB
VEHICULAR GATE TO HAVE OPTICON
ENTRY SYSTEM AND KNOX KEY SWITCH PER
CITY OF PEORIA SPECIFICATION
Θ
STANDPIPE PER DEFERED FIRE PROTECTION
PLANS REFER TO 7/A10.0.1.
FIRE DEPARTMENT CONNECTION
NEW FIRE HYDRANT - REFER TO CIVIL
DRAWINGS
EXISTING FIRE HYDRANT - REFER TO CIVIL
DRAWINGS
PERCENTAGE OF UNPROTECTED OPENINGS
IN EXTERIOR WALL IN ACCORDANCE WITH
TABLE 705.8. SEE ELEVATIONS INDICATED
30' FRONTAGE AREA USED IN FRONTAGE
INCREASE EQUATION 5-5 (IBC 506.3)
- SEE BUILDING AREA ANLYSIS TABLE
COMMON (IMAGINARY) PROPERTY LINE
1-HOUR EXT. WALKWAY ABOVE (IBC 3104)
1- HOUR FIRE BARRIER AT (IBC 707)
- OCCUPANCY SEPARATION
2-HOUR EXTERIOR WALL (IBC 602.3)
X'-X"
APPENDIX D
COMPLIANT
APPENDIX D COMPLIANT SIDE
(15'-30' FIRE APPARATUS SETBACKS)
W PALMAIRE AVENUE
N 50TH AVENUE
W GLENN DRIVE
N 48TH LANE
R-3
RESIDENTIAL
R-3
RESIDENTIAL
R-3
RESIDENTIAL
R-3
RESIDENTIAL
C-3 HEAVY
COMMERICAL
C-2 GENERAL
COMMERCIAL
C-2 GENERAL
COMMERCIAL
GCO GLENDALE CENTERLINE
OVERLAY DISTRICT
BOCCE
LAWN
LAWN
VERANDA
GARDEN
DOG RUN
PERGOLA
FOR CONSTRUCTION
OR RECORDING
SCHEMATIC NOT
A R C H I T E C T U R E. P L A N N I N G.
L A N D S C A P E A R C H I T E C T U R E.
+
CRITICAL THINKING / CREATIVE DESIGN
ASSOCIATES
TODD
4019 N. 44TH ST. / PHOENIX, AZ 85018
602 - 952 - 8280 / TODDASSOC.COM
Copyright 2021 Todd & Associates, Inc.
p
f
PROJECT
NO.
CLIENT
SEAL
CONTACT
DATA
"PROMPT PAYMENT NOTICE"
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Proj Mgr.
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Date:
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PHASE
22-2015-00
GLENDALE
SENIOR
APARTMENTS
FIRE SEPARATION
PLAN
A0.5.1
MERCY HOUSING
6515 W. MARYLAND AVE.
GLENDALE, AZ 85301
(623)-937-0418
09/19/22
100% DD Set
Design Development
Author
0
15
30
60
10
Scale: 1"=30'-0"
N
LEVEL 4
R-2
12871 SF
LEVEL 3
R-2
12871 SF
LEVEL 2
R-2
12871 SF
LEVEL 1
R-2
13006 SF
LEVEL 4
INCIDENTAL
171 SF
LEVEL 3
INCIDENTAL
171 SF
LEVEL 2
INCIDENTAL
171 SF
LEVEL 1
INCIDENTAL
171 SF
TOTAL BUILDING AREA
52303 SF
LEVEL 1
S-2
2173 SF
LEVEL 4
R-2
22390 SF
LEVEL 3
R-2
22090 SF
LEVEL 2
R-2
21761 SF
LEVEL 1
R-2
12446 SF
LEVEL 4
INCIDENTAL
575 SF
LEVEL 3
INCIDENTAL
575 SF
LEVEL 2
INCIDENTAL
575 SF
LEVEL 1
INCIDENTAL
163 SF
LEVEL 4
F-1
205 SF
LEVEL 3
F-1
205 SF
LEVEL 2
F-1
205 SF
LEVEL 1
F-1
208 SF
LEVEL 1
B
4942 SF
LEVEL 2
A-3
497 SF
LEVEL 1
A-3
2049 SF
TOTAL BUILDING AREA
91060 SF
1" = 30'-0"
1
FIRE SEPERATION PLAN
OCCUPANCY TYPE LEGEND
ASSEMBLY - A-3
ASSEMBLY - EXERCISE A-3
BUSINESS - B
FACOTRY F-1
INCIDENTAL - R-2
RESIDENTIAL - R-2
STORAGE S-2
1,408 SF
94 OCC
2
72"
A-3
1/15
641 SF
13 OCC
1
36"
A-3
1/50
FITNESS
CH111
COMMUNITY
ROOM
CH112
4,942 SF
33 OCC
1
36"
B
1/150
2,173 SF
8 OCC
1
36"
S-2
1/300
12,446 SF
63 OCC
2
72"
R-2
1/200
13,006 SF
66 OCC
2
72"
R-2
1/200
LOBBY
CH113
MAINTENANCE
U107
REFUSE
TERMINATION
U105
FOOD
PANTRY
CH120
BREAK
ROOM
CH119
MAIL ROOM
CH117
MAIL
STORAGE
CH118
KITCHEN
CH114
OFFICE
CH109
OFFICE
CH110
REST.
CH105
WORK
ROOM
CH106
MECH.
CH107
STOR.
CH108
RESIDENT
SERVICES
CH103
OFFICE
CH104
OFFICE
CH101
OFFICE
CH102
OFFICE
CH105
LAUNDRY
U115
MDF
U101
JAN.
U102
ELEV. 1
ELEV. 2
CORRIDOR
C102
208 SF
3 OCC
1
36"
F-1
1/100
17.7"
59 OCC
36"
10.6"
53 OCC
36"
6.6"
33 OCC
72"
10.8"
54 OCC
72"
10.8"
54 OCC
36"
6.6"
33 OCC
36"
10.8"
54 OCC
36"
0.2"
1 OCC
72"
INCIDENTAL
81 SF
INCIDENTAL
171 SF
INCIDENTAL
82 SF
IDF
U109
A-3
1,500 SF
15 SF
100
2
20"
Occupant Load
Occupied Areas Tag (Table 1004.5):
Exit Tag (IBC Chapter 1005.3):
Emergency Light
Occ. Load X 0.3 Stairs
*Required Exit width
Occ. Load X 0.2
Use
Square Feet
Occupant Load Factor
Total Occupants
Exits Required
Panic Hardware Req'd
PANIC
Exit Sign Required
EXITING SYMBOL KEY
*Required Exit width
BUILDING 1A
RESIDENTIAL
16,048 SF
BUILDING A
RESIDENTIAL
Building Label:
INCIDENTAL
180 SF
TRASH
*32" clear minimum at any exit door
*32" clear minimum at any exit door
Incidental Use Tag (IBC 509):
Room Name/Use
Building Name @ Gross
Floor Area Occupancy
Incidental Use
Square Feet
Room Name
Occupancy/Use
Building Number, refer to Building
Area Analysis Table
Square Feet of Use
Capacity of refuge
area per 1025.4
Exit Sign - See RCPs &
Electrical plans
Symbols:
1020
Room Name
FOR CONSTRUCTION
OR RECORDING
SCHEMATIC NOT
A R C H I T E C T U R E. P L A N N I N G.
L A N D S C A P E A R C H I T E C T U R E.
+
CRITICAL THINKING / CREATIVE DESIGN
ASSOCIATES
TODD
4019 N. 44TH ST. / PHOENIX, AZ 85018
602 - 952 - 8280 / TODDASSOC.COM
Copyright 2021 Todd & Associates, Inc.
p
f
PROJECT
NO.
CLIENT
SEAL
CONTACT
DATA
"PROMPT PAYMENT NOTICE"
Choose Appropriate Option from the Titleblock
properties. There are 5 options, make the option you
want visible and make sure the rest are unchecked.
Also clear check box for instructions.
Proj Mgr.
Dwn By:
Rev.
Date:
Description:
Rev.
PHASE
22-2015-00
GLENDALE
SENIOR
APARTMENTS
LEVEL 1 OCCUPANT
LOAD & MEANS OF
EGRESS
A0.7.1
MERCY HOUSING
6515 W. MARYLAND AVE.
GLENDALE, AZ 85301
(623)-937-0418
09/19/22
100% DD Set
Design Development
Author
3/32" = 1'-0"
1
LEVEL 1
OCCUPANCY SCHEDULE BUILDING 01A
FUNCTION OF SPACE
OCCUPANT
LOAD
FACTOR
AREA
OCCUPANT LOAD
LEVEL 4
INCIDENTAL - R-2
300
171 SF
1
RESIDENTIAL - R-2
200
12871 SF
65
13042 SF
66
LEVEL 3
INCIDENTAL - R-2
300
171 SF
1
RESIDENTIAL - R-2
200
12871 SF
65
13042 SF
66
LEVEL 2
INCIDENTAL - R-2
300
171 SF
1
RESIDENTIAL - R-2
200
12871 SF
65
13042 SF
66
LEVEL 1
INCIDENTAL - R-2
300
171 SF
1
RESIDENTIAL - R-2
200
13006 SF
66
13177 SF
67
TOTAL
52303 SF
265
OCCUPANCY SCHEDULE BUILDING 01B
FUNCTION OF SPACE
OCCUPANT
LOAD
FACTOR
AREA
OCCUPANT LOAD
LEVEL 4
FACOTRY F-1
300
205 SF
1
INCIDENTAL - R-2
300
575 SF
6
RESIDENTIAL - R-2
200
22390 SF
112
23171 SF
119
LEVEL 3
FACOTRY F-1
300
205 SF
1
INCIDENTAL - R-2
300
575 SF
6
RESIDENTIAL - R-2
200
22090 SF
111
22870 SF
118
LEVEL 2
ASSEMBLY - LIBRARY A-3
100
497 SF
5
FACOTRY F-1
300
205 SF
1
INCIDENTAL - R-2
300
575 SF
6
RESIDENTIAL - R-2
200
21761 SF
109
23038 SF
121
LEVEL 1
ASSEMBLY - A-3
15
1408 SF
94
BUSINESS - B
150
4942 SF
33
FACOTRY F-1
100
208 SF
3
INCIDENTAL - R-2
300
163 SF
2
RESIDENTIAL - R-2
200
12446 SF
63
STORAGE S-2
300
2173 SF
8
21340 SF
203
TOTAL
90419 SF
561
OCCUPANCY LEGEND
A-3
1,500 SF
15 SF
100
2
20"
Occupant Load
Occupied Areas Tag (Table 1004.5):
Exit Tag (IBC Chapter 1005.3):
Emergency Light
Occ. Load X 0.3 Stairs
*Required Exit width
Occ. Load X 0.2
Use
Square Feet
Occupant Load Factor
Total Occupants
Exits Required
Panic Hardware Req'd
PANIC
Exit Sign Required
EXITING SYMBOL KEY
*Required Exit width
BUILDING 1A
RESIDENTIAL
16,048 SF
BUILDING A
RESIDENTIAL
Building Label:
INCIDENTAL
180 SF
TRASH
*32" clear minimum at any exit door
*32" clear minimum at any exit door
Incidental Use Tag (IBC 509):
Room Name/Use
Building Name @ Gross
Floor Area Occupancy
Incidental Use
Square Feet
Room Name
Occupancy/Use
Building Number, refer to Building
Area Analysis Table
Square Feet of Use
Capacity of refuge
area per 1025.4
Exit Sign - See RCPs &
Electrical plans
Symbols:
1020
Room Name
OCCUPANCY TYPE LEGEND
ASSEMBLY - A-3
ASSEMBLY - EXERCISE A-3
ASSEMBLY - LIBRARY A-3
BUSINESS - B
FACOTRY F-1
INCIDENTAL - R-2
RESIDENTIAL - R-2
STORAGE S-2
12,871 SF
65 OCC
2
72"
R-2
1/200
21,761 SF
109 OCC
2
72"
R-2
1/200
497 SF
5 OCC
1
36"
A-3
1/100
LIBRARY
CH202
INCIDENTAL
101 SF
INCIDENTAL
93 SF
INCIDENTAL
165 SF
INCIDENTAL
85 SF
INCIDENTAL
63 SF
REFUSE
U205
IDF
U203
JAN.
U207
STOR.
U204
ELEC.
U206
205 SF
1 OCC
1
36"
F-1
1/300
INCIDENTAL
68 SF
LAUNDRY
U201
IDF
U117
INCIDENTAL
171 SF
IDF
U208
PANIC
11.8"
59 OCC
36"
PANIC
6.6"
33 OCC
36"
PANIC
6.6"
33 OCC
36"
PANIC
11.8"
59 OCC
36"
17.7"
59 OCC
36"
9.9"
33 OCC
36"
FOR CONSTRUCTION
OR RECORDING
SCHEMATIC NOT
A R C H I T E C T U R E. P L A N N I N G.
L A N D S C A P E A R C H I T E C T U R E.
+
CRITICAL THINKING / CREATIVE DESIGN
ASSOCIATES
TODD
4019 N. 44TH ST. / PHOENIX, AZ 85018
602 - 952 - 8280 / TODDASSOC.COM
Copyright 2021 Todd & Associates, Inc.
p
f
PROJECT
NO.
CLIENT
SEAL
CONTACT
DATA
"PROMPT PAYMENT NOTICE"
Choose Appropriate Option from the Titleblock
properties. There are 5 options, make the option you
want visible and make sure the rest are unchecked.
Also clear check box for instructions.
Proj Mgr.
Dwn By:
Rev.
Date:
Description:
Rev.
PHASE
22-2015-00
GLENDALE
SENIOR
APARTMENTS
LEVEL 2 OCCUPANT
LOAD & MEANS OF
EGRESS
A0.7.2
MERCY HOUSING
6515 W. MARYLAND AVE.
GLENDALE, AZ 85301
(623)-937-0418
09/19/22
100% DD Set
Design Development
Author
OCCUPANCY SCHEDULE BUILDING 01A
FUNCTION OF SPACE
OCCUPANT
LOAD
FACTOR
AREA
OCCUPANT LOAD
LEVEL 4
INCIDENTAL - R-2
300
171 SF
1
RESIDENTIAL - R-2
200
12871 SF
65
13042 SF
66
LEVEL 3
INCIDENTAL - R-2
300
171 SF
1
RESIDENTIAL - R-2
200
12871 SF
65
13042 SF
66
LEVEL 2
INCIDENTAL - R-2
300
171 SF
1
RESIDENTIAL - R-2
200
12871 SF
65
13042 SF
66
LEVEL 1
INCIDENTAL - R-2
300
171 SF
1
RESIDENTIAL - R-2
200
13006 SF
66
13177 SF
67
TOTAL
52303 SF
265
OCCUPANCY SCHEDULE BUILDING 01B
FUNCTION OF SPACE
OCCUPANT
LOAD
FACTOR
AREA
OCCUPANT LOAD
LEVEL 4
FACOTRY F-1
300
205 SF
1
INCIDENTAL - R-2
300
575 SF
6
RESIDENTIAL - R-2
200
22390 SF
112
23171 SF
119
LEVEL 3
FACOTRY F-1
300
205 SF
1
INCIDENTAL - R-2
300
575 SF
6
RESIDENTIAL - R-2
200
22090 SF
111
22870 SF
118
LEVEL 2
ASSEMBLY - LIBRARY A-3
100
497 SF
5
FACOTRY F-1
300
205 SF
1
INCIDENTAL - R-2
300
575 SF
6
RESIDENTIAL - R-2
200
21761 SF
109
23038 SF
121
LEVEL 1
ASSEMBLY - A-3
15
1408 SF
94
BUSINESS - B
150
4942 SF
33
FACOTRY F-1
100
208 SF
3
INCIDENTAL - R-2
300
163 SF
2
RESIDENTIAL - R-2
200
12446 SF
63
STORAGE S-2
300
2173 SF
8
21340 SF
203
TOTAL
90419 SF
561
3/32" = 1'-0"
1
LEVEL 2
OCCUPANCY LEGEND
12,871 SF
65 OCC
2
72"
R-2
1/200
22,090 SF
111 OCC
2
72"
R-2
1/200
OCCUPANCY TYPE LEGEND
FACOTRY F-1
INCIDENTAL - R-2
RESIDENTIAL - R-2
PANIC
11.8"
59 OCC
36"
PANIC
6.6"
33 OCC
36"
17.7"
59 OCC
36"
9.9"
33 OCC
36"
PANIC
6.6"
33 OCC
36"
PANIC
11.8"
59 OCC
36"
INCIDENTAL
171 SF
IDF
U308
205 SF
1 OCC
1
36"
F-1
1/300
INCIDENTAL
68 SF
LAUNDRY
142
ELEC.
143
INCIDENTAL
101 SF
INCIDENTAL
93 SF
INCIDENTAL
165 SF
INCIDENTAL
85 SF
INCIDENTAL
63 SF
IDF
U303
STOR.
U304
JAN.
U307
ELEC.
U306
REFUSE
U305
A-3
1,500 SF
15 SF
100
2
20"
Occupant Load
Occupied Areas Tag (Table 1004.5):
Exit Tag (IBC Chapter 1005.3):
Emergency Light
Occ. Load X 0.3 Stairs
*Required Exit width
Occ. Load X 0.2
Use
Square Feet
Occupant Load Factor
Total Occupants
Exits Required
Panic Hardware Req'd
PANIC
Exit Sign Required
EXITING SYMBOL KEY
*Required Exit width
BUILDING 1A
RESIDENTIAL
16,048 SF
BUILDING A
RESIDENTIAL
Building Label:
INCIDENTAL
180 SF
TRASH
*32" clear minimum at any exit door
*32" clear minimum at any exit door
Incidental Use Tag (IBC 509):
Room Name/Use
Building Name @ Gross
Floor Area Occupancy
Incidental Use
Square Feet
Room Name
Occupancy/Use
Building Number, refer to Building
Area Analysis Table
Square Feet of Use
Capacity of refuge
area per 1025.4
Exit Sign - See RCPs &
Electrical plans
Symbols:
1020
Room Name
FOR CONSTRUCTION
OR RECORDING
SCHEMATIC NOT
A R C H I T E C T U R E. P L A N N I N G.
L A N D S C A P E A R C H I T E C T U R E.
+
CRITICAL THINKING / CREATIVE DESIGN
ASSOCIATES
TODD
4019 N. 44TH ST. / PHOENIX, AZ 85018
602 - 952 - 8280 / TODDASSOC.COM
Copyright 2021 Todd & Associates, Inc.
p
f
PROJECT
NO.
CLIENT
SEAL
CONTACT
DATA
"PROMPT PAYMENT NOTICE"
Choose Appropriate Option from the Titleblock
properties. There are 5 options, make the option you
want visible and make sure the rest are unchecked.
Also clear check box for instructions.
Proj Mgr.
Dwn By:
Rev.
Date:
Description:
Rev.
PHASE
22-2015-00
GLENDALE
SENIOR
APARTMENTS
LEVEL 3 OCCUPANT
LOAD & MEANS OF
EGRESS
A0.7.3
MERCY HOUSING
6515 W. MARYLAND AVE.
GLENDALE, AZ 85301
(623)-937-0418
09/19/22
100% DD Set
Design Development
Author
OCCUPANCY SCHEDULE BUILDING 01A
FUNCTION OF SPACE
OCCUPANT
LOAD
FACTOR
AREA
OCCUPANT LOAD
LEVEL 4
INCIDENTAL - R-2
300
171 SF
1
RESIDENTIAL - R-2
200
12871 SF
65
13042 SF
66
LEVEL 3
INCIDENTAL - R-2
300
171 SF
1
RESIDENTIAL - R-2
200
12871 SF
65
13042 SF
66
LEVEL 2
INCIDENTAL - R-2
300
171 SF
1
RESIDENTIAL - R-2
200
12871 SF
65
13042 SF
66
LEVEL 1
INCIDENTAL - R-2
300
171 SF
1
RESIDENTIAL - R-2
200
13006 SF
66
13177 SF
67
TOTAL
52303 SF
265
OCCUPANCY SCHEDULE BUILDING 01B
FUNCTION OF SPACE
OCCUPANT
LOAD
FACTOR
AREA
OCCUPANT LOAD
LEVEL 4
FACOTRY F-1
300
205 SF
1
INCIDENTAL - R-2
300
575 SF
6
RESIDENTIAL - R-2
200
22390 SF
112
23171 SF
119
LEVEL 3
FACOTRY F-1
300
205 SF
1
INCIDENTAL - R-2
300
575 SF
6
RESIDENTIAL - R-2
200
22090 SF
111
22870 SF
118
LEVEL 2
ASSEMBLY - LIBRARY A-3
100
497 SF
5
FACOTRY F-1
300
205 SF
1
INCIDENTAL - R-2
300
575 SF
6
RESIDENTIAL - R-2
200
21761 SF
109
23038 SF
121
LEVEL 1
ASSEMBLY - A-3
15
1408 SF
94
BUSINESS - B
150
4942 SF
33
FACOTRY F-1
100
208 SF
3
INCIDENTAL - R-2
300
163 SF
2
RESIDENTIAL - R-2
200
12446 SF
63
STORAGE S-2
300
2173 SF
8
21340 SF
203
TOTAL
90419 SF
561
3/32" = 1'-0"
1
LEVEL 3
OCCUPANCY LEGEND
A-3
1,500 SF
15 SF
100
2
20"
Occupant Load
Occupied Areas Tag (Table 1004.5):
Exit Tag (IBC Chapter 1005.3):
Emergency Light
Occ. Load X 0.3 Stairs
*Required Exit width
Occ. Load X 0.2
Use
Square Feet
Occupant Load Factor
Total Occupants
Exits Required
Panic Hardware Req'd
PANIC
Exit Sign Required
EXITING SYMBOL KEY
*Required Exit width
BUILDING 1A
RESIDENTIAL
16,048 SF
BUILDING A
RESIDENTIAL
Building Label:
INCIDENTAL
180 SF
TRASH
*32" clear minimum at any exit door
*32" clear minimum at any exit door
Incidental Use Tag (IBC 509):
Room Name/Use
Building Name @ Gross
Floor Area Occupancy
Incidental Use
Square Feet
Room Name
Occupancy/Use
Building Number, refer to Building
Area Analysis Table
Square Feet of Use
Capacity of refuge
area per 1025.4
Exit Sign - See RCPs &
Electrical plans
Symbols:
1020
Room Name
OCCUPANCY TYPE LEGEND
FACOTRY F-1
INCIDENTAL - R-2
RESIDENTIAL - R-2
12,871 SF
65 OCC
2
72"
R-2
1/200
22,390 SF
112 OCC
2
72"
R-2
1/200
IDF
U408
INCIDENTAL
171 SF
205 SF
1 OCC
1
36"
F-1
1/300
INCIDENTAL
68 SF
IDF
145
LAUNDRY
144
INCIDENTAL
101 SF
INCIDENTAL
93 SF
INCIDENTAL
165 SF
INCIDENTAL
85 SF
INCIDENTAL
63 SF
IDF
U403
STOR.
U404
JAN.
U407
ELEC.
U406
REFUSE
U405
PANIC
11.8"
59 OCC
36"
PANIC
6.6"
33 OCC
36"
PANIC
6.6"
33 OCC
36"
PANIC
11.8"
59 OCC
36"
17.7"
59 OCC
36"
9.9"
33 OCC
36"
FOR CONSTRUCTION
OR RECORDING
SCHEMATIC NOT
A R C H I T E C T U R E. P L A N N I N G.
L A N D S C A P E A R C H I T E C T U R E.
+
CRITICAL THINKING / CREATIVE DESIGN
ASSOCIATES
TODD
4019 N. 44TH ST. / PHOENIX, AZ 85018
602 - 952 - 8280 / TODDASSOC.COM
Copyright 2021 Todd & Associates, Inc.
p
f
PROJECT
NO.
CLIENT
SEAL
CONTACT
DATA
"PROMPT PAYMENT NOTICE"
Choose Appropriate Option from the Titleblock
properties. There are 5 options, make the option you
want visible and make sure the rest are unchecked.
Also clear check box for instructions.
Proj Mgr.
Dwn By:
Rev.
Date:
Description:
Rev.
PHASE
22-2015-00
GLENDALE
SENIOR
APARTMENTS
LEVEL 4 OCCUPANT
LOAD & MEANS OF
EGRESS
A0.7.4
MERCY HOUSING
6515 W. MARYLAND AVE.
GLENDALE, AZ 85301
(623)-937-0418
09/19/22
100% DD Set
Design Development
Author
OCCUPANCY SCHEDULE BUILDING 01A
FUNCTION OF SPACE
OCCUPANT
LOAD
FACTOR
AREA
OCCUPANT LOAD
LEVEL 4
INCIDENTAL - R-2
300
171 SF
1
RESIDENTIAL - R-2
200
12871 SF
65
13042 SF
66
LEVEL 3
INCIDENTAL - R-2
300
171 SF
1
RESIDENTIAL - R-2
200
12871 SF
65
13042 SF
66
LEVEL 2
INCIDENTAL - R-2
300
171 SF
1
RESIDENTIAL - R-2
200
12871 SF
65
13042 SF
66
LEVEL 1
INCIDENTAL - R-2
300
171 SF
1
RESIDENTIAL - R-2
200
13006 SF
66
13177 SF
67
TOTAL
52303 SF
265
OCCUPANCY SCHEDULE BUILDING 01B
FUNCTION OF SPACE
OCCUPANT
LOAD
FACTOR
AREA
OCCUPANT LOAD
LEVEL 4
FACOTRY F-1
300
205 SF
1
INCIDENTAL - R-2
300
575 SF
6
RESIDENTIAL - R-2
200
22390 SF
112
23171 SF
119
LEVEL 3
FACOTRY F-1
300
205 SF
1
INCIDENTAL - R-2
300
575 SF
6
RESIDENTIAL - R-2
200
22090 SF
111
22870 SF
118
LEVEL 2
ASSEMBLY - LIBRARY A-3
100
497 SF
5
FACOTRY F-1
300
205 SF
1
INCIDENTAL - R-2
300
575 SF
6
RESIDENTIAL - R-2
200
21761 SF
109
23038 SF
121
LEVEL 1
ASSEMBLY - A-3
15
1408 SF
94
BUSINESS - B
150
4942 SF
33
FACOTRY F-1
100
208 SF
3
INCIDENTAL - R-2
300
163 SF
2
RESIDENTIAL - R-2
200
12446 SF
63
STORAGE S-2
300
2173 SF
8
21340 SF
203
TOTAL
90419 SF
561
3/32" = 1'-0"
1
LEVEL 4
OCCUPANCY LEGEND
T
T
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
T
T
W PALMAIRE AVENUE
N 50TH AVENUE
W GLENN DRIVE
N 48TH LANE
R-3
RESIDENTIAL
R-3
RESIDENTIAL
R-3
RESIDENTIAL
R-3
RESIDENTIAL
C-3 HEAVY
COMMERICAL
C-2 GENERAL
COMMERCIAL
C-2 GENERAL
COMMERCIAL
GCO GLENDALE CENTERLINE
OVERLAY DISTRICT
BOCCE
LAWN
LAWN
VERANDA
GARDEN
DOG RUN
PERGOLA
SES
ENTRY
SES
MOVE IN
LOADING
TRASH PICK UP
KIVA: 20-3332
SDEV: 2007863
PAPP: 2013440
QS: 40-33
SITE
51ST AVENUE
GLENDALE AVENUE
PALMAIRE
GLENN DRIVE
N 48TH DRIVE
N 48TH LANE
50TH AVE
MYRTLE AVE
N
SEE DRAWING A0.1 FOR ADDITIONAL SYMBOLS
1. REFERENCE HARDSCAPE PLANS FOR ALL HARDSCAPE
CONTROL DIMENSIONS TYP.
2. REFERENCE CIVIL PLANS FOR ALL SITE ELEVATIONS,
GRADES AND RELATED INFORMATION.
3. PERIMETER DIMENSIONS ARE FOR REFERENCE ONLY.
REFER TO CIVIL/ LANDSCAPE PLANS FOR CONTROL
DIMENSIONS TYP.
4. REFER TO ENLARGED PLANS AS INDICATED FOR ALL
CONTROL DIMENSIONS, DRAINAGE SLOPES, ETC.
5. REFER TO PROJECT ARCHITECTURAL SLAB PLAN FOR SITE
SECTION DESIGNATION.
PROJECT DATA
SYMBOLS
TYPE 'A' UNIT DESIGNATION - TYPICAL
FIRE HYDRANT LOCATION
ACCESSIBLE TYPE "A" UNIT SYMBOL
FIRST FLOOR
SECOND FLOOR
THIRD FLOOR
FOURTH FLOOR
UNIT ADDRESS
ACCESSIBLE TYPE "A" UNIT
FLOOR LOCATION
ACCESSIBLE PARKING SIGN - WALL
MOUNTED
ACCESSIBLE PARKING SPACE
TRANSFORMER
*
BUILDING SIGNAGE LOCATION
C
F.D.C. CONNECTION
KNOX BOX LOCATION
8'-0" x 18'-0" COMPACT PARKING STALL
(TYP.) "COMPACT" PAINTED IN 10" LETTERS
T
RAISE TRUNCATED DOMES WITH A
DIAMETER OF NOM. 0.9 IN. A
HEIGHT OF NOM. 0.2 IN. AND
NOM. 2.35 IN. ON CENTER, AND
SHALL CONTRAST VISUALLY WITH
ADJOINING SURFACE, EITHER
LIGHT ON DARK OR DARK ON
LIGHT FOR FULL FACE OF RAMP -
USE INTEGRAL COLORED
CONCRETE - COORDINATE
LOCATION WITH CIVIL
BUILDING TYPE
FIRE TRUCK TURNING RADIUS INSIDE
TURNING RADIUS 35'-0" MIN. OUTSIDE
TURNING RADIUS 55'-0" MAX.
K
GENERAL NOTES
4***
3***
2***
1***
UNIT MIX-NRSF
GROSS BUILDING AREA
KEYNOTES
CITY OF GLENDALE GENERAL NOTES
VICINITY MAP
N
FOR CONSTRUCTION
OR RECORDING
SCHEMATIC NOT
A R C H I T E C T U R E. P L A N N I N G.
L A N D S C A P E A R C H I T E C T U R E.
+
CRITICAL THINKING / CREATIVE DESIGN
ASSOCIATES
TODD
4019 N. 44TH ST. / PHOENIX, AZ 85018
602 - 952 - 8280 / TODDASSOC.COM
Copyright 2021 Todd & Associates, Inc.
p
f
PROJECT
NO.
CLIENT
SEAL
CONTACT
DATA
"PROMPT PAYMENT NOTICE"
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Proj Mgr.
Dwn By:
Rev.
Date:
Description:
Rev.
PHASE
22-2015-00
GLENDALE
SENIOR
APARTMENTS
SITE PLAN
A1.0
MERCY HOUSING
6515 W. MARYLAND AVE.
GLENDALE, AZ 85301
(623)-937-0418
09/19/22
100% DD Set
Design Development
Author
1" = 30'-0"
1
SITE PLAN
ASSESSOR'S PARCEL NUMBER:
147-13-041A, 147-13-035A, 147-13-036B
SITE AREA:
EXISTING:
NET SITE AREA
3.68 ACRES (160,303 SQ.FT.)
GROSS SITE AREA
4.48 ACRES (195,266 SQ.FT.)
PROPOSED:
NET SITE AREA
3.68 ACRES (160,320 SQ.FT.)
GROSS SITE AREA
3.84 ACRES (167,233 SQ.FT.)
ZONING:
EXISTING
C-2 / C-3 C.O.D: MIDTOWN (SCO)
PROPOSED
C-2 / C-3 C.O.D: MIDTOWN (SCO)
CONSTRUCTION TYPE:
BUILDING 1
TYPE VA-1
HOUR
BUILDING HEIGHT:
MAX ALLOWED
70'
PROPOSED
49'-2" (4 STORIES)
MAXIMUM BUILDING HEIGHT IS DEFINED AS THE VERTICAL
DISTANCE MEASURED FROM THE FINISHED GRADE LEVEL
TO THE HIGHEST LEVEL OF THE BUILDING.
DENSITY:
MAX ALLOWED
±50.00 D.U./NET
ACRE
50 X 3.68 AC = 184 UNITS
PROVIDED
148 UNITS
MIN LOT COVERAGE REQUIRED:
N/A
LOT COVERAGE PROVIDED:
36.6%
(58,629 SQ.FT. /
160,320 SQ.FT.)
LOT COVERAGE CALCULATION:
MULTI-FAMILY BUILDING
32,802
SQ.FT.
CARPORTS
(113 STALLS) 25,520 SQ.FT.
LANDSCAPE STRUCTURES
307 SQ.FT.
BUILDING FOOTPRINT TOTAL
58,629 SQ.FT.
GENERAL PARKING REQUIREMENTS:
·
PARKING SPACE DIMENSION
10' x 20'
·
MAX PARKING SPACE BEFORE
LANDSCAPE ISLAND
10 P.S.
·
MINIMUM 1 PARKING SPACE PER UNIT
·
MINIMUM DRIVE AISLE WIDTH
23'
PARKING OVERHANG
1.5
REQUIRED PARKING:
0.4 STALL PER UNIT OF SENIOR HOUSING X 148 TOTAL UNITS
= 60 TOTAL STALLS
PROVIDED PARKING:
115 PARKING STALLS (INCLUDING 5 ADA)
BUILDING SETBACK:
REQUIRED
PROVIDED
FRONT (48th Lane)
0' 25'
STREET SIDE (50th Avenue) 0' 20'
SIDES (Glenn Drive) 0' 20'
REAR (Palmaire Ave)
0' 25'
*NOTE: PERIMETER FENCING IS SETBACK 4' FROM
PROPERTY LINE*
COMMON OPEN SPACE:
REQUIRED:
30% X NET AREA (± 160,320 SF) = 48,096 SF
PROVIDED:
49% (78,279 SF)
PRIVATE OPEN SPACE:
MINIMUM ALLOWED:
75 SF PER UNIT
PROVIDED:
75 SF PER UNIT ON AVERAGE
NET UNIT AREA
UNIT TYPE
AREA
# BED/BATH
# OF UNITS
TOTAL S.F.
% OF UNITS
UNIT A1
617 SF
1/1
112
69157 SF
76%
UNIT A1 TYPE A
621 SF
1/1
4
2483 SF
3%
UNIT B1
893 SF
2/1
15
13402 SF
10%
UNIT B1 TYPE A
882 SF
2/1
3
2646 SF
2%
UNIT B2
862 SF
2/1
11
9477 SF
7%
UNIT S1
597 SF
1/1
2
1194 SF
1%
UNIT S1 TYPE A
597 SF
1/1
1
597 SF
1%
5069 SF
148
98955 SF
100%
GROSS BUILDING AREA - IBC
LEVEL
AREA TYPE
# of Buildings
AREA
LEVEL 1
RESIDENTIAL
1
13456 SF
LEVEL 1
RESIDENTIAL
1
13105 SF
LEVEL 1
CLUBHOUSE
1
9287 SF
LEVEL 2
RESIDENTIAL
1
36274 SF
LEVEL 2
CLUBHOUSE
1
501 SF
LEVEL 3
RESIDENTIAL
1
36774 SF
LEVEL 4
RESIDENTIAL
1
36774 SF
146170 SF
0
15
30
60
10
Scale: 1"=30'-0"
FIN. GRADE
0' - 0"
T.O. Masonry
6' - 0"
SYMBOL OF
ACCESSIBILITY
ON
CONTRASTING
BACKGROUND
6" CONCRETE CURB
4" WIDE PAINTED PARKING
STRIPES DIFFERENT COLOR
THAN STD. PARKING
LEVEL PARKING AND
MANEUVERING
SPACE (2% SLOPE
MAX. IN ALL
DIRECTIONS)
11'-0"
5'-0"
11'-0"
CURB AND SIDEWALK SHALL
BE FLUSH WITH PAVEMENT
1:50
MAX.
1:12 MAX.
RAMP DOWN
1:12 MAX.
RAMP DOWN
NOTE:
1. 1. 2% OF PARKING SPACES
SHALL BE ACCESSIBLE.
2. MAX. SLOPE OF PARKING
AND MANEUVERING AREA
TO BE 1:50 IN ANY
DIRECTION.
4'-0"
2'-6"
15'-6"
18'-0"
6'-6"
A1.1
2
Sim
A1.1
2
Sim
A1.1
3
Sim
PARKING
RESERVED
VAN
ACCESSIBLE
FINISHED GRADE / GROUND SURFACE
WHITE REFLECTIVE BACKGROUND (TYP.)
ALL LETTERING SERIES 'C' GREEN COLOR
NOTES FOR ACCESSIBLE PARKING SIGN & PARKING SPACE:
1. THE BOTTOM OF THE SIGN SHALL BE 5'4" ABOVE FINISH GRADE
OR 7'-0" WHEN PLACED IN PEDESTRIAN CIRCULATION PATH.
2. SIGNS SHALL BE PROPERLY CENTERED ON THE PARKING
SPACE AND PLACED 2.5 FEET FROM FACE OF CURB. IN
PARKING LOT SITUATIONS WITHOUT CURBING, SIGN MAY BE
PLACED AT END OF STALL.
3. VAN ACCESSIBLE TAB TO BE USED, AS REQUIRED.
4. THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL BE
PLACED ON THE PAVEMENT WITHIN EACH ACCESSIBLE
PARKING SPACE. A BLUE BACKGROUND WITH YELLOW OR
WHITE BORDER MAY SUPPLEMENT THE WHEELCHAIR SYMBOL.
12"
SEE NOTE 1
18"
A.R.S. SEC. 28-884
3/8" WIDE GREEN COLOR BAND (TYP.)
1 3/4"
3/4"
2"
2"
1"
2"
1"
SEE NOTE 1
6"
1 1/2"
1"
1/2"
1 1/2"
1 1/2"
WHITE REFLECTIVE BACKGROUND (TYP.)
ALL LETTERING SERIES 'D' GREEN COLOR
3/8" WIDE GREEN COLOR BAND (TYP.)
NOTES FOR VAN ACCESSIBLE SIGN:
1. THE VAN ACCESSIBLE SIGN SHALL BE CENTERED
UNDER THE ACCESSIBLE PARKING SIGN AS SHOWN.
2. FOR MORE INFORMATION ON RESERVED PARKING
SIGN. SEE ACCESSIBLE SIGN DETAIL LEFT.
3/8"
6"
1 1/2"
PROPORTIONS
PER ADA GUIDELINES
CHARACTERS AND SYMBOLS
SHALL CONTRAST WITH
THEIR BACKGROUND, EITHER
LIGHT ON DARK OR DARK
ON LIGHT, A.D.A.A.G. 4.30.5.
SYMBOL @ PARKING SPACE
DISPLAY CONDITIONS
4'-0"
-
4'-0"
-
4'-0"
-
4'-0"
-
WIDTH
24" MIN SYMBOL
28" MIN SYMBOL HEIGHT
NOTES:
1. THERMOPLASTIC PAVEMENT
MARKINGS SHALL BE WHITE
SYMBOL ON 4' X 4' BLUE SQUARE.
2. SYMBOL MEASUREMENTS AND
STROKE WIDTH SHALL MEET
CURRENT MUTCD REQ.
3" MIN STROKE WIDTH (TYP)
TOP VIEW
FIRE LANE SIGN
(BACK VIEW)
FIRE LANE
SIGN (FRONT VIEW)
FIRE
LANE
NO
PARKING
FIRE MARSHAL
BY ORDER OF THE
CHANDLER FIRE CODE
CLASS "A" CONCRETE
FOOTING 12" DIAMETER
THE FOLLOWING MATERIALS ARE
RECOMMENDED FOR
INSTALLATION:
GRADE
HEAVY DUTY "U" CHANNEL
POST 2 LBS PER FT. POST SHALL
BE INSTALLED 12"-18" FROM
BACK OR CURB OR SIDEWALK
FIRE LANE SIGN MOUNTED WITH:
2- CARRIAGE BOLTS
2- WASHERS
2- NUTS
SEE DETAIL 8 FOR SIGN DETAIL
BEND BOLT TO REDUCE
TAMPERING
• 10' LONG U-CHANNEL
GALVANIZED OR PAINTED
POST
• FIRE SIGN (12"x18") .080
ALUMINUM WITH WHITE
REFLECTIVE BACKGROUND
AND RED SCREEN PRINTED
LEGEND. SEE DETAIL 8 THIS
SHEET.
• 1/4" BOLTS, NUTS, AND LARGE
FLAT OR FENDER WASHERS
• SIGN MUST FACE ONCOMING
TRAFFIC SIGN MUST FACE
ONCOMING TRAFFIC
• FIRE DEPARTMENT
RECOMMENDS YOU
BLUESTAKE BEFORE YOU DIG
1'-0"
1'-6"
18".
7'-0" MIN.
2'-0".
6" CONCRETE CURB
4" WIDE WHITE
PAINT STRIPE
8'-6".
18'-0".
OVERHANG
2'-6"
15'-6".
NON-REFLECTIVE PRE-FINISH ROOF
(NO EXPOSED GALVANIZED METAL)
CARPORT - PAINT ALL EXPOSED
ELEMENTS. COLOR: MT1
FLUORESCENT LIGHT FIXTURE -
MOUNTED HORIZONTALLY ON
FASCIA
STEEL CARPORT CANOPY.
SHORT I-BEAM FULL AND
DOUBLE CANTILEVER USING
8" TRIM. MANUFACTURER TO
PROVIDE ENGINEERING
SHOP DRAWINGS SUBJECT TO
THE TOWN OF CHANDLER
APPROVAL
COLUMN
PAVING
CONCRETE FLOORING PER
MANUFACTURER
SPECIFICATION - VERIFY
CONCRETE CURB
SIDEWALK
18'-0".
7'-7"
NOTES:
1. DESIGN TO BE COMPATIBLE WITH BUILDING IN COLOR, TEXTURE AND DETAILING.
2. SHOP DRAWINGS AND CALCULATIONS REQUIRE TO BE DRAWN AND SEALED BY A
REGISTERED STRUCTURAL ENGINEER.
3. CANOPY SHALL COVER ENTIRE PARKING STALL & ANY ADJACENT ACCESSIBLE AISLES.
4. CARPORT UNDER SEPARATE PERMIT - DETAIL IS FOR REFERENCE ONLY.
AT ALL ACCESSIBLE P.S.
8'-2" CLEAR MIN.
8"
2' - 6"
15'-6" (PARKING STALL)
ALIGN
(OVERHANG)
ALIGN
PROVIDE MTL.
FASCIA @ ALL SIDES
8" x 8" x 16" CMU BLOCK - COLOR
PER ELEVATION
CONC. FOOTING - REFER
TO STRUCTURAL
CONTINUOUS STEEL AT BOTTOM
PER STRUCTURAL
3" CLR.
1'-0"
2" CAP BLOCK, NO CENTER SCORE
TYP. - SEALED
REINFORCING PER STRUCTUAL
PER STRUCTURAL
6'-0"
18" MIN.
6" CONCRETE CURB
4" WIDE WHITE
PAINT STRIPE
8'-6".
18'-0".
4'-0" (MIN.)
OVERHANG
2'-6"
15'-6".
6' - 6" SIDEWALK
POST MOUNTED DUAL
ELECTRIC VEHICLE (EV)
CHARGING STATION
EV PARKING STALL
SYMBOL. COORDINATE
W/ OWNERS REP.
POST MOUNTED
ELECTRIC VEHICLE
(EV) PARKING SIGN
FOR CONSTRUCTION
OR RECORDING
SCHEMATIC NOT
A R C H I T E C T U R E. P L A N N I N G.
L A N D S C A P E A R C H I T E C T U R E.
+
CRITICAL THINKING / CREATIVE DESIGN
ASSOCIATES
TODD
4019 N. 44TH ST. / PHOENIX, AZ 85018
602 - 952 - 8280 / TODDASSOC.COM
Copyright 2021 Todd & Associates, Inc.
p
f
PROJECT
NO.
CLIENT
SEAL
CONTACT
DATA
"PROMPT PAYMENT NOTICE"
Choose Appropriate Option from the Titleblock
properties. There are 5 options, make the option you
want visible and make sure the rest are unchecked.
Also clear check box for instructions.
Proj Mgr.
Dwn By:
Rev.
Date:
Description:
Rev.
PHASE
22-2015-00
GLENDALE
SENIOR
APARTMENTS
SITE DETAILS
A1.1
MERCY HOUSING
6515 W. MARYLAND AVE.
GLENDALE, AZ 85301
(623)-937-0418
09/19/22
100% DD Set
Design Development
MA
1/4" = 1'-0"
1
ACCESSIBLE PARKING STALL (TYP.)
1 1/2" = 1'-0"
2
ACCESSIBLE PARKING SIGN
1/2" = 1'-0"
3
INTERNATIONAL SYMBOL OF ACCESSIBLITY
1" = 1'-0"
4
FIRE LANE SIGN
1/4" = 1'-0"
6
TYPICAL STALL STRIPING
1/4" = 1'-0"
8
PARKING CANOPY
3/4" = 1'-0"
5
6' CMU WALL
1/4" = 1'-0"
7
TYPICAL ELECTRIC VEHICLE PARKING STALL
N
SEE DRAWING A0.1 FOR ADDITIONAL SYMBOLS
1. COORDINATE SIDEWALK LOCATIONS WITH SITE PLAN AND
CIVIL DRAWINGS
2. REFER TO UNIT PLANS FOR ALL DIMENSIONS AND NOTES,
REFER TO DRAWINGS A6.1 SERIES
3. REFER TO UNIT PLANS FOR ALL UNIT INTERIOR WALL /
PARTITION TYPES
4. REFER TO DRAWINGS A0.4 SERIES FOR FIRE RATINGS AND
CODE INFORMATION
5. COORDINATE WITH STRUCTURAL DRAWINGS FOR
FOUNDATION AND FRAMING
6. DIMENSIONS ARE TO FACE OF FRAMING UNLESS NOTED
OTHERWISE
7. EDGE OF SLAB ALIGN WITH EXTERIOR SHEATHING, SEE
DETAIL 17/A10.1
8. PROVIDE WATERPROOF CEILING BOARD AT EXTERIOR
CEILINGS AND ROOF OVERHANG EAVES
9. SEE INTERIOR DESIGN DRAWINGS FOR INTERIOR FINISHES
10. COORDINATE WITH ELECTRICAL / MECHANICAL AND
INTERIOR DESIGN DRAWINGS FOR TYPE AND LOCATION OF
FIXTURE
11. REFER TO SITE PLAN FOR FDC LOCATION
12. REFER TO DRAWINGS A4.1 SERIES FOR BUILDING
ELEVATIONS AND EXTERIOR FINISHES
BUILDING NUMBER
ROOM NAME OR UNIT TYPE - FOR
UNIT PLANS REFER TO A6.1 SERIES
ROOM
NAME
10001
WALL / PARTITION TYPE, REFER TO
DRAWINGS A9.1 SERIES
ASSEMBLY TYPE INDICATOR, REFER
TO DRAWING A9.2 AND A9.3 SERIES
DOOR TYPE, REFER TO DOOR
SCHEDULE A8.1 SERIES
WINDOW TYPE, REFER TO WINDOW
SCHEDULE A8.2 SERIES
STOREFRONT TYPE, REFER TO
DRAWING A8.2.1
SLAB/FLOOR SLOPE - 1/8"/FT MIN
5% MAX / 2% MAX. CROSS SLOPE
CORNER GUARD, SEE DETAIL
X/AXX.X
101
1t
BUILDING FLOOR
SLOPE
1/8"/ft.
1i
A1
ROOM NUMBER
CG
KEYNOTES
GENERAL NOTES
SYMBOLS
KEYMAP
1
A4.1.1
2
A4.1.1
A4.1.1
A4.1.1
1
4
3
STAIR 2
ENTRY
CANOPY
248'-11 3/4"
224'-4 1/2"
224'-4 1/2"
248'-11 3/4"
1-1
1-1
1-2
1-2
1-3
1-3
1-4
1-6
1-7
1-8
1-5
1-9
1-9
1-10
1-10
1-11
1-11
1-A
1-A
1-C
1-E
1-B
1-D
1-G
1-G
1-H
1-H
1-I
1-I
27'-2"
6'-0"
25'-9"
1'-4 1/4"
103'-10"
1'-4 1/4"
25'-9"
6'-0"
27'-2"
27'-2"
6'-0"
19'-4"
138'-8 1/2"
6'-0"
27'-2"
59'-8 1/2"
25'-8"
25'-8"
25'-8"
25'-8"
25'-8"
10'-0"
50'-11 1/4"
27'-6"
6'-0"
164'-6 1/2"
11'-2 1/4"
39'-9"
69'-5 1/2"
25'-8"
25'-8"
25'-8"
25'-8"
25'-8"
25'-8"
25'-6 1/4"
27'-6"
6'-0"
8'-8"
157'-8 1/4"
11'-2 1/4"
37'-11 1/4"
A4.1.2
4
3
2
1
A4.2.1
1
A4.2.1
2
A4.2.1
2
A4.2.1
3
A4.2.1
3
A4.2.1
UNIT B2
139
UNIT B1
138
UNIT A1
136
UNIT A1
134
UNIT A1
132
UNIT A1
130
UNIT A1
128
UNIT B1
126
UNIT A1
137
UNIT A1
135
UNIT A1
133
UNIT A1
131
UNIT A1
129
UNIT A1
127
UNIT A1
125
UNIT A1
113
UNIT A1
110
UNIT A1
108
UNIT A1
106
UNIT A1
104
UNIT B1
102
UNIT B2
101
UNIT A1
103
UNIT A1
105
UNIT A1
107
UNIT A1
109
UNIT A1
111
977 SF
COMMUNITY
ROOM
CH112
317 SF
KITCHEN
CH114
609 SF
FITNESS
CH111
211 SF
OFFICE
CH105
MDF
U101
JAN.
U102
300 SF
RESIDENT
SERVICES
CH103
146 SF
OFFICE
CH101
179 SF
OFFICE
CH102
134 SF
OFFICE
CH104
331 SF
WORK
ROOM
CH106
MECH.
CH107
STOR.
CH108
REST.
CH105
152 SF
OFFICE
CH109
169 SF
OFFICE
CH110
857 SF
LOBBY
CH113
237 SF
MAIL ROOM
CH117
337 SF
BREAK
ROOM
CH119
346 SF
FOOD
PANTRY
CH120
349 SF
REFUSE
TERMINATION
U105
REFUSE
U104
705 SF
MAINTENANCE
U107
STAIR 1
STAIR 3
IDF
U109
REST.
CH116
REST.
CH115
ELEV. 1
ELEV. 2
OUTDOOR PATIO
CORRIDOR
C103
CORRIDOR
C102
CORRIDOR
C101
A6.2.3
1
A6.2.1
1
A6.2.2
1
A7.1.1
1
A7.1.3
1
4
A4.3.1
2
A4.3.2
69 SF
JAN.
U108
117 SF
MAIL
STORAGE
CH118
U101
U102
U103
U104
U107B
U107A
U108
FD-01
C102C
C102A
U109
CH103
CH101
CH104
CH102
CH105
CH111
CH107
CH106A
CH106B
CH109
CH110
CH108
CH112A
CH112B
CH112C
CH114A
CH116
CH115
C102B
CH119
CH120
W1
W1
W2
W2
ST3-1A
ST3-1B
ST1-1A
ST1-1B
W2
W2
W1
W1
W2
W2
W1
W1
W2
W1
W2
W2
W1
W2
W2
W2
W2
W2
W1
W1
W2
W2
W1
W1
W2
W1
W2
W1
W1
W2
W2
W1
W1
W2
W2
W1
W1
W2
W2
W1
W2
W2
W1
W2
W2
W1
W2
W1
W1
W2
W1
W2
W2
W1
W1
W2
W6
CH120
19 SF
F.R.
U106
U106
U105
CH113
CH114B
CH118
SF-01
SF-02
SF-03
SF-03
SF-03
SF-06
SF-07
SF-08
SF-03
SF-09
SF-10
SF-11
SF-12
SF-16
SF-17
SF-18
SF-19
SF-24
SF-25
SF-26
SF-27
SF-28
1-F
LAUNDRY
U115
UNIT B1 TYPE
A
U125
UNIT A1 TYPE
A
17
FOR CONSTRUCTION
OR RECORDING
SCHEMATIC NOT
A R C H I T E C T U R E. P L A N N I N G.
L A N D S C A P E A R C H I T E C T U R E.
+
CRITICAL THINKING / CREATIVE DESIGN
ASSOCIATES
TODD
4019 N. 44TH ST. / PHOENIX, AZ 85018
602 - 952 - 8280 / TODDASSOC.COM
Copyright 2021 Todd & Associates, Inc.
p
f
PROJECT
NO.
CLIENT
SEAL
CONTACT
DATA
"PROMPT PAYMENT NOTICE"
Choose Appropriate Option from the Titleblock
properties. There are 5 options, make the option you
want visible and make sure the rest are unchecked.
Also clear check box for instructions.
Proj Mgr.
Dwn By:
Rev.
Date:
Description:
Rev.
PHASE
22-2015-00
GLENDALE
SENIOR
APARTMENTS
1ST FLOOR PLAN
A2.1
MERCY HOUSING
6515 W. MARYLAND AVE.
GLENDALE, AZ 85301
(623)-937-0418
09/19/22
100% DD Set
Design Development
Author
3/32" = 1'-0"
1
LEVEL 1
Scale: 3/32" = 1'-0"
A4.1.1
2
A4.1.1
A4.1.1
A4.1.1
1
4
3
OPEN TO
BELOW
248'-11 3/4"
224'-4 1/2"
248'-11 3/4"
224'-4 1/2"
1-1
1-1
1-2
1-2
1-3
1-3
1-4
1-6
1-7
1-8
1-5
1-9
1-9
1-10
1-10
1-11
1-11
1-A
1-A
1-C
1-E
1-B
1-D
1-G
1-G
1-H
1-H
1-I
1-I
59'-8 1/2"
25'-8"
25'-8"
25'-8"
25'-8"
25'-8"
10'-0"
50'-11 1/4"
27'-6"
6'-0"
164'-6 1/2"
11'-2 1/4"
39'-9"
69'-5 1/2"
25'-8"
25'-8"
25'-8"
25'-8"
25'-8"
25'-8"
25'-6 1/4"
27'-6"
6'-0"
8'-8"
157'-8 1/4"
11'-2 1/4"
37'-11 1/4"
27'-2"
6'-0"
25'-9"
1'-4 1/4"
103'-10"
1'-4 1/4"
25'-9"
6'-0"
27'-2"
27'-2"
6'-0"
19'-4"
138'-8 1/2"
6'-0"
27'-2"
33'-4 1/2"
25'-8"
87'-4"
78'-0"
A4.1.2
4
3
2
6"
UNIT B2
239
UNIT B1
238
UNIT A1
236
UNIT A1
234
UNIT A1
232
UNIT A1
230
UNIT A1
228
UNIT B1
226
UNIT A1
237
UNIT A1
235
UNIT A1
233
UNIT A1
231
UNIT A1
229
UNIT A1
227
UNIT A1
225
UNIT A1
213
UNIT A1
210
UNIT A1
208
UNIT A1
206
UNIT A1
204
UNIT B1
202
UNIT B2
201
UNIT A1
203
UNIT A1
205
UNIT A1
207
UNIT A1
209
UNIT A1
211
UNIT B2
224
UNIT A1
223
UNIT A1
221
UNIT A1
222
UNIT A1
220
UNIT A1
218
UNIT A1
217
UNIT A1
216
UNIT A1
215
IDF
U203
REFUSE
U205
ELEC.
U206
STOR.
U204
JAN.
U207
318 SF
LIBRARY
CH202
175 SF
LAUNDRY
U201
IDF
U208
STAIR 1
STAIR 3
STAIR 2
CORRIDOR
C203
CORRIDOR
C202
CORRIDOR
C201
A6.2.3
2
A7.1.1
2
A7.1.3
2
4
A4.3.1
2
A4.3.2
ELEV. 1
ELEV. 2
ST3-2
U201
CH202
U203
U205
U204
U206
U207
U208
FD-02
W1
W1
W2
W2
W2
W2
W1
W1
W2
W2
W1
W1
W2
W1
W2
W2
W1
W2
W2
W2
W2
W2
W1
W1
W2
W2
W1
W1
W2
W1
W2
W1
W1
W2
W2
W1
W1
W2
W2
W1
W1
W2
W2
W1
W2
W2
W1
W2
W2
W1
W2
W1
W1
W2
W1
W2
W2
W1
W1
W2
W2
W2
W4
W2
W1
W1
W2
W1
W2
W1
W1
W2
W2
W1
W5
W1
W3
W2
W4
W2
W1
W1
W2
W2
W1
W2
EV1-2
EV2-2
SF-13
SF-32
SF-35
1-F
IDF
U117
UNIT A1 TYPE
A
U120
UNIT B1 TYPE
A
U123
UNIT S1
U118
N
SEE DRAWING A0.1 FOR ADDITIONAL SYMBOLS
1. COORDINATE SIDEWALK LOCATIONS WITH SITE PLAN AND
CIVIL DRAWINGS
2. REFER TO UNIT PLANS FOR ALL DIMENSIONS AND NOTES,
REFER TO DRAWINGS A6.1 SERIES
3. REFER TO UNIT PLANS FOR ALL UNIT INTERIOR WALL /
PARTITION TYPES
4. REFER TO DRAWINGS A0.4 SERIES FOR FIRE RATINGS AND
CODE INFORMATION
5. COORDINATE WITH STRUCTURAL DRAWINGS FOR
FOUNDATION AND FRAMING
6. DIMENSIONS ARE TO FACE OF FRAMING UNLESS NOTED
OTHERWISE
7. EDGE OF SLAB ALIGN WITH EXTERIOR SHEATHING, SEE
DETAIL 17/A10.1
8. PROVIDE WATERPROOF CEILING BOARD AT EXTERIOR
CEILINGS AND ROOF OVERHANG EAVES
9. SEE INTERIOR DESIGN DRAWINGS FOR INTERIOR FINISHES
10. COORDINATE WITH ELECTRICAL / MECHANICAL AND
INTERIOR DESIGN DRAWINGS FOR TYPE AND LOCATION OF
FIXTURE
11. REFER TO SITE PLAN FOR FDC LOCATION
12. REFER TO DRAWINGS A4.1 SERIES FOR BUILDING
ELEVATIONS AND EXTERIOR FINISHES
BUILDING NUMBER
ROOM NAME OR UNIT TYPE - FOR
UNIT PLANS REFER TO A6.1 SERIES
ROOM
NAME
10001
WALL / PARTITION TYPE, REFER TO
DRAWINGS A9.1 SERIES
ASSEMBLY TYPE INDICATOR, REFER
TO DRAWING A9.2 AND A9.3 SERIES
DOOR TYPE, REFER TO DOOR
SCHEDULE A8.1 SERIES
WINDOW TYPE, REFER TO WINDOW
SCHEDULE A8.2 SERIES
STOREFRONT TYPE, REFER TO
DRAWING A8.2.1
SLAB/FLOOR SLOPE - 1/8"/FT MIN
5% MAX / 2% MAX. CROSS SLOPE
CORNER GUARD, SEE DETAIL
X/AXX.X
101
1t
BUILDING FLOOR
SLOPE
1/8"/ft.
1i
A1
ROOM NUMBER
CG
KEYNOTES
GENERAL NOTES
SYMBOLS
KEYMAP
1
FOR CONSTRUCTION
OR RECORDING
SCHEMATIC NOT
A R C H I T E C T U R E. P L A N N I N G.
L A N D S C A P E A R C H I T E C T U R E.
+
CRITICAL THINKING / CREATIVE DESIGN
ASSOCIATES
TODD
4019 N. 44TH ST. / PHOENIX, AZ 85018
602 - 952 - 8280 / TODDASSOC.COM
Copyright 2021 Todd & Associates, Inc.
p
f
PROJECT
NO.
CLIENT
SEAL
CONTACT
DATA
"PROMPT PAYMENT NOTICE"
Choose Appropriate Option from the Titleblock
properties. There are 5 options, make the option you
want visible and make sure the rest are unchecked.
Also clear check box for instructions.
Proj Mgr.
Dwn By:
Rev.
Date:
Description:
Rev.
PHASE
22-2015-00
GLENDALE
SENIOR
APARTMENTS
2ND FLOOR PLAN
A2.2
MERCY HOUSING
6515 W. MARYLAND AVE.
GLENDALE, AZ 85301
(623)-937-0418
09/19/22
100% DD Set
Design Development
Author
3/32" = 1'-0"
1
LEVEL 2
Scale: 3/32" = 1'-0"
N
SEE DRAWING A0.1 FOR ADDITIONAL SYMBOLS
1. COORDINATE SIDEWALK LOCATIONS WITH SITE PLAN AND
CIVIL DRAWINGS
2. REFER TO UNIT PLANS FOR ALL DIMENSIONS AND NOTES,
REFER TO DRAWINGS A6.1 SERIES
3. REFER TO UNIT PLANS FOR ALL UNIT INTERIOR WALL /
PARTITION TYPES
4. REFER TO DRAWINGS A0.4 SERIES FOR FIRE RATINGS AND
CODE INFORMATION
5. COORDINATE WITH STRUCTURAL DRAWINGS FOR
FOUNDATION AND FRAMING
6. DIMENSIONS ARE TO FACE OF FRAMING UNLESS NOTED
OTHERWISE
7. EDGE OF SLAB ALIGN WITH EXTERIOR SHEATHING, SEE
DETAIL 17/A10.1
8. PROVIDE WATERPROOF CEILING BOARD AT EXTERIOR
CEILINGS AND ROOF OVERHANG EAVES
9. SEE INTERIOR DESIGN DRAWINGS FOR INTERIOR FINISHES
10. COORDINATE WITH ELECTRICAL / MECHANICAL AND
INTERIOR DESIGN DRAWINGS FOR TYPE AND LOCATION OF
FIXTURE
11. REFER TO SITE PLAN FOR FDC LOCATION
12. REFER TO DRAWINGS A4.1 SERIES FOR BUILDING
ELEVATIONS AND EXTERIOR FINISHES
BUILDING NUMBER
ROOM NAME OR UNIT TYPE - FOR
UNIT PLANS REFER TO A6.1 SERIES
ROOM
NAME
10001
WALL / PARTITION TYPE, REFER TO
DRAWINGS A9.1 SERIES
ASSEMBLY TYPE INDICATOR, REFER
TO DRAWING A9.2 AND A9.3 SERIES
DOOR TYPE, REFER TO DOOR
SCHEDULE A8.1 SERIES
WINDOW TYPE, REFER TO WINDOW
SCHEDULE A8.2 SERIES
STOREFRONT TYPE, REFER TO
DRAWING A8.2.1
SLAB/FLOOR SLOPE - 1/8"/FT MIN
5% MAX / 2% MAX. CROSS SLOPE
CORNER GUARD, SEE DETAIL
X/AXX.X
101
1t
BUILDING FLOOR
SLOPE
1/8"/ft.
1i
A1
ROOM NUMBER
CG
KEYNOTES
GENERAL NOTES
SYMBOLS
KEYMAP
1
A4.1.1
2
A4.1.1
A4.1.1
A4.1.1
1
4
3
248'-11 3/4"
224'-4 1/2"
248'-11 3/4"
224'-4 1/2"
1-1
1-1
1-2
1-2
1-3
1-3
1-4
1-6
1-7
1-8
1-5
1-9
1-9
1-10
1-10
1-11
1-11
1-A
1-A
1-C
1-E
1-B
1-D
1-G
1-G
1-H
1-H
1-I
1-I
59'-8 1/2"
25'-8"
25'-8"
25'-8"
25'-8"
25'-8"
10'-0"
50'-11 1/4"
27'-6"
6'-0"
164'-6 1/2"
11'-2 1/4"
39'-9"
27'-2"
6'-0"
25'-9"
1'-4 1/4"
103'-10"
1'-4 1/4"
25'-9"
6'-0"
27'-2"
69'-5 1/2"
25'-8"
25'-8"
25'-8"
25'-8"
25'-8"
25'-8"
25'-6 1/4"
27'-6"
6'-0"
8'-8"
157'-8 1/4"
11'-2 1/4"
37'-11 1/4"
27'-2"
6'-0"
138'-8 1/2"
19'-4"
6'-0"
27'-2"
33'-4 1/2"
25'-8"
25'-8"
36'-0"
25'-8"
78'-0"
A4.1.2
4
3
2
1
A4.2.1
1
A4.2.1
2
A4.2.1
2
A4.2.1
3
A4.2.1
3
A4.2.1
UNIT B2
339
UNIT B1
338
UNIT A1
336
UNIT A1
334
UNIT A1
332
UNIT A1
330
UNIT A1
328
UNIT B1
326
UNIT A1
337
UNIT A1
335
UNIT A1
333
UNIT A1
331
UNIT A1
329
UNIT A1
327
UNIT A1
325
UNIT A1
313
UNIT A1
310
UNIT A1
308
UNIT A1
306
UNIT A1
304
UNIT B1
302
UNIT B2
301
UNIT A1
303
UNIT A1
305
UNIT A1
307
UNIT A1
309
UNIT A1
311
UNIT B2
324
UNIT A1
323
UNIT A1
321
UNIT A1
322
UNIT A1
320
UNIT A1
318
UNIT A1
317
UNIT A1
316
UNIT A1
315
UNIT B1
319
STAIR 1
STAIR 3
REFUSE
U305
IDF
U303
STOR.
U304
ELEC.
U306
JAN.
U307
ELEV. 1
ELEV. 2
CORRIDOR
234
CORRIDOR
235
CORRIDOR
236
A7.1.1
3
A7.1.3
3
4
A4.3.1
2
A4.3.2
ELEV. 1
ELEV. 2
IDF
U308
ST3-3
ST1-3
U308
FD-03
U303
U305
U304
U306
U307
W1
W1
W2
W2
W2
W2
W1
W1
W2
W2
W1
W1
W2
W1
W2
W2
W1
W2
W2
W2
W2
W2
W1
W1
W2
W2
W1
W1
W2
W1
W2
W1
W1
W2
W2
W1
W1
W2
W2
W1
W1
W2
W2
W1
W2
W2
W1
W2
W2
W1
W2
W1
W1
W2
W1
W2
W2
W1
W1
W2
W2
W2
W4
W2
W1
W1
W2
W1
W2
W1
W1
W2
W2
W1
W5
W1
W3
W2
W4
W2
W1
W1
W2
W2
W1
W2
W2
W2
EV1-3
EV2-3
SF-14
1-F
UNIT B1 TYPE
A
U124
LAUNDRY
142
ELEC.
143
UNIT A1 TYPE
A
18
UNIT S1 TYPE
A
20
FOR CONSTRUCTION
OR RECORDING
SCHEMATIC NOT
A R C H I T E C T U R E. P L A N N I N G.
L A N D S C A P E A R C H I T E C T U R E.
+
CRITICAL THINKING / CREATIVE DESIGN
ASSOCIATES
TODD
4019 N. 44TH ST. / PHOENIX, AZ 85018
602 - 952 - 8280 / TODDASSOC.COM
Copyright 2021 Todd & Associates, Inc.
p
f
PROJECT
NO.
CLIENT
SEAL
CONTACT
DATA
"PROMPT PAYMENT NOTICE"
Choose Appropriate Option from the Titleblock
properties. There are 5 options, make the option you
want visible and make sure the rest are unchecked.
Also clear check box for instructions.
Proj Mgr.
Dwn By:
Rev.
Date:
Description:
Rev.
PHASE
22-2015-00
GLENDALE
SENIOR
APARTMENTS
3RD FLOOR PLAN
A2.3
MERCY HOUSING
6515 W. MARYLAND AVE.
GLENDALE, AZ 85301
(623)-937-0418
09/19/22
100% DD Set
Design Development
Author
3/32" = 1'-0"
1
LEVEL 3
Scale: 3/32" = 1'-0"
N
SEE DRAWING A0.1 FOR ADDITIONAL SYMBOLS
1. COORDINATE SIDEWALK LOCATIONS WITH SITE PLAN AND
CIVIL DRAWINGS
2. REFER TO UNIT PLANS FOR ALL DIMENSIONS AND NOTES,
REFER TO DRAWINGS A6.1 SERIES
3. REFER TO UNIT PLANS FOR ALL UNIT INTERIOR WALL /
PARTITION TYPES
4. REFER TO DRAWINGS A0.4 SERIES FOR FIRE RATINGS AND
CODE INFORMATION
5. COORDINATE WITH STRUCTURAL DRAWINGS FOR
FOUNDATION AND FRAMING
6. DIMENSIONS ARE TO FACE OF FRAMING UNLESS NOTED
OTHERWISE
7. EDGE OF SLAB ALIGN WITH EXTERIOR SHEATHING, SEE
DETAIL 17/A10.1
8. PROVIDE WATERPROOF CEILING BOARD AT EXTERIOR
CEILINGS AND ROOF OVERHANG EAVES
9. SEE INTERIOR DESIGN DRAWINGS FOR INTERIOR FINISHES
10. COORDINATE WITH ELECTRICAL / MECHANICAL AND
INTERIOR DESIGN DRAWINGS FOR TYPE AND LOCATION OF
FIXTURE
11. REFER TO SITE PLAN FOR FDC LOCATION
12. REFER TO DRAWINGS A4.1 SERIES FOR BUILDING
ELEVATIONS AND EXTERIOR FINISHES
BUILDING NUMBER
ROOM NAME OR UNIT TYPE - FOR
UNIT PLANS REFER TO A6.1 SERIES
ROOM
NAME
10001
WALL / PARTITION TYPE, REFER TO
DRAWINGS A9.1 SERIES
ASSEMBLY TYPE INDICATOR, REFER
TO DRAWING A9.2 AND A9.3 SERIES
DOOR TYPE, REFER TO DOOR
SCHEDULE A8.1 SERIES
WINDOW TYPE, REFER TO WINDOW
SCHEDULE A8.2 SERIES
STOREFRONT TYPE, REFER TO
DRAWING A8.2.1
SLAB/FLOOR SLOPE - 1/8"/FT MIN
5% MAX / 2% MAX. CROSS SLOPE
CORNER GUARD, SEE DETAIL
X/AXX.X
101
1t
BUILDING FLOOR
SLOPE
1/8"/ft.
1i
A1
ROOM NUMBER
CG
KEYNOTES
GENERAL NOTES
SYMBOLS
KEYMAP
1
A4.1.1
2
A4.1.1
A4.1.1
A4.1.1
1
4
3
224'-4 1/2"
248'-11 3/4"
248'-11 3/4"
224'-4 1/2"
1-1
1-1
1-2
1-2
1-3
1-3
1-4
1-6
1-7
1-8
1-5
1-9
1-9
1-10
1-10
1-11
1-11
1-A
1-A
1-C
1-E
1-B
1-D
1-G
1-G
1-H
1-H
1-I
1-I
27'-2"
6'-0"
25'-9"
1'-4 1/4"
103'-10"
1'-4 1/4"
25'-9"
6'-0"
27'-2"
69'-5 1/2"
25'-8"
25'-8"
25'-8"
25'-8"
25'-8"
25'-8"
25'-6 1/4"
27'-6"
6'-0"
8'-8"
157'-8 1/4"
11'-2 1/4"
37'-11 1/4"
59'-8 1/2"
25'-8"
25'-8"
25'-8"
25'-8"
25'-8"
10'-0"
50'-11 1/4"
27'-6"
6'-0"
164'-6 1/2"
11'-2 1/4"
39'-9"
27'-2"
6'-0"
138'-8 1/2"
19'-4"
6'-0"
27'-2"
33'-4 1/2"
25'-8"
25'-8"
36'-0"
25'-8"
78'-0"
A4.1.2
4
3
2
1
A4.2.1
1
A4.2.1
2
A4.2.1
3
A4.2.1
UNIT B2
439
UNIT B1
438
UNIT A1
436
UNIT A1
434
UNIT A1
432
UNIT A1
430
UNIT A1
428
UNIT B1
426
UNIT A1
437
UNIT A1
435
UNIT A1
433
UNIT A1
431
UNIT A1
429
UNIT A1
427
UNIT A1
425
UNIT B1
414
UNIT A1
413
UNIT A1
410
UNIT A1
408
UNIT A1
406
UNIT A1
404
UNIT B1
402
UNIT B2
401
UNIT A1
403
UNIT A1
405
UNIT A1
407
UNIT A1
409
UNIT A1
411
UNIT B2
424
UNIT A1
423
UNIT A1
421
UNIT A1
422
UNIT A1
420
UNIT A1
418
UNIT A1
417
UNIT A1
416
UNIT A1
415
UNIT B1
419
IDF
U403
STOR.
U404
JAN.
U407
ELEC.
U406
REFUSE
U405
IDF
U408
STAIR 1
STAIR 3
ELEV. 1
ELEV. 2
CORRIDOR
237
CORRIDOR
238
CORRIDOR
239
A7.1.1
4
A7.1.3
4
4
A4.3.1
2
A4.3.2
U408
ST1-4
U403
U405
U404
U406
U407
W1
W1
W2
W2
W2
W2
W1
W1
W2
W2
W1
W1
W2
W1
W2
W2
W1
W2
W2
W2
W2
W2
W1
W1
W2
W2
W1
W1
W2
W1
W2
W1
W1
W2
W2
W1
W1
W2
W2
W1
W1
W2
W2
W1
W2
W2
W1
W2
W2
W1
W2
W1
W1
W2
W1
W2
W2
W1
W1
W2
W2
W2
W4
W2
W1
W1
W2
W1
W2
W1
W1
W2
W2
W1
W5
W1
W3
W2
W4
W2
W1
W1
W2
W2
W1
W2
W2
W2
EV1-4
EV2-4
ST3-4
SF-15
SF-34
SF-37
1-F
LAUNDRY
144
IDF
145
UNIT S1
141
UNIT A1 TYPE
A
19
FOR CONSTRUCTION
OR RECORDING
SCHEMATIC NOT
A R C H I T E C T U R E. P L A N N I N G.
L A N D S C A P E A R C H I T E C T U R E.
+
CRITICAL THINKING / CREATIVE DESIGN
ASSOCIATES
TODD
4019 N. 44TH ST. / PHOENIX, AZ 85018
602 - 952 - 8280 / TODDASSOC.COM
Copyright 2021 Todd & Associates, Inc.
p
f
PROJECT
NO.
CLIENT
SEAL
CONTACT
DATA
"PROMPT PAYMENT NOTICE"
Choose Appropriate Option from the Titleblock
properties. There are 5 options, make the option you
want visible and make sure the rest are unchecked.
Also clear check box for instructions.
Proj Mgr.
Dwn By:
Rev.
Date:
Description:
Rev.
PHASE
22-2015-00
GLENDALE
SENIOR
APARTMENTS
4TH FLOOR PLAN
A2.4
MERCY HOUSING
6515 W. MARYLAND AVE.
GLENDALE, AZ 85301
(623)-937-0418
09/19/22
100% DD Set
Design Development
Author
3/32" = 1'-0"
1
LEVEL 4
N
KEYNOTES
GENERAL NOTES
SYMBOLS
KEYMAP
ROOF DRAIN AND OVERFLOW DRAIN SEE
DETAIL 3/A3.2.1
ROOF SLOPE DIRECTION
ROOF AREA NUMBER
FLAT VENT CAP
NO ROOF PENETRATIONS WITHIN 4'-0"
OF FIRE WALL
1. TYPICAL MINIMUM ROOF SLOPE IS 3/8"/FT. U.N.O.
2. ROOF CRICKETS ARE TO BE TAPERED ROOF INSULATION
BOARD AS PROVIDED BY ROOFING MANUFACTURER.
3. PROVIDE ROOF CRICKETS AT ALL MECHANICAL
EQUIPMENT AND ROOF HATCHES AS REQUIRED.
4. FOR TYPICAL ROOF ASSEMBLY FLASHING SEE DETAILS
18/A3.2.1 & 20/A3.2.1
5. CRICKET DESIGN, SLOPE AND CONSTRUCTION SHALL
COMPLY WITH WARRANTY REQUIREMENTS AND BE
APPROVED BY THE ROOFING MANUFACTURER AND
CONTRACTOR PRIOR TO INSTALLATION OF THE
ROOFING SYSTEM. CRICKETS SHOWN ON THE
DRAWINGS ARE APPROXIMATE UNLESS SPECIFICALLY
DIMENSIONED.
6. ROOF CRICKET VALLEYS SHALL NOT BE OBSTRUCTED TO
CAUSE PONDING. ROOFTOP MOUNTED EQUIPMENT
CURBS, BASES, BLOCKING, ETC. SHALL NOT BLOCK ROOF
VALLEYS.
7. ROOF PENETRATIONS SHALL NOT PENETRATE ROOFING
VALLEY FLASHING SYSTEM MEMBRANES.
8. ROOF TOP MOUNTED EQUIPMENT SHOWN ON PLAN IS
APPROXIMATE LOCATION ONLY. CONTRACTOR SHALL
COORDINATE EXACT LOCATIONS WITH VARIOUS
TRADES, INCLUDING BUT NOT LIMITED TO ROOFING,
MECHANICAL, PLUMBING, ELECTRICAL AND
STRUCTURAL FRAMING.
9. ALL ROOF TOP MECHANICAL EQUIPMENT TO BE LEVEL
WITHIN TOLERANCES ESTABLISHED BY MANUFACTURER'S
WRITTEN SPECIFICATION.
10. COORDINATE LOCATION OF CONDENSING UNITS WITH
ELECTRICAL AND MECHANICAL DRAWINGS.
11. COORDINATE SIZE AND LOCATION OF ROOF
PENETRATIONS WITH ALL TRADES, ESPECIALLY
STRUCTURAL AND MECHANICAL.
12. SEE STRUCTURAL FOR FRAMING AROUND ROOF
PENETRATIONS.
13. SEE MECHANICAL, PLUMBING AND ELECTRICAL FOR
ADDITIONAL OPENINGS NOT SHOWN ON THIS PLAN.
14. PAINTING: PAINT ALL EXPOSED METALS, ROOF VENTS
AND STACKS TO MATCH ADJACENT BUILDING SURFACE.
15. PAINTING: PAINT PARAPET COPING, BACK OF PARAPET
WALLS, EXPOSED MECHANICAL EQUIPMENT, VENT
STACKS, PIPING AND OTHER ROOFTOP ITEMS. INCLUDE
METAL STANDS, FRAMES, BASES FOR ROOF TOP
EQUIPMENT.
16. COMPLETELY SHEATH AND NAIL ALL ROOF FRAMING AT
LOCATIONS BELOW OVER-FRAMED AREAS. PROVIDE
ONLY MINIMUM OPENINGS FOR ACCESS AND ATTIC
VENTILATION.
17. DRAFTSTOPS SHALL BE CONTINUED TO UNDERSIDE OF
ROOF SHEATHING INCLUDING BUILT-UP CRICKETS, AND
TO FACE OF EXTERIOR WALL, INCLUDING EAVES.
18. ATTIC VENTILATION IS REQUIRED. REFER TO
CALCULATIONS ON ROOF PLANS.
19. ROOFING SHALL BE INSTALLED IN ACCORDANCE WITH
MANUFACTURER'S SPECIFICATIONS, APPROVED DETAILS
AND INSTALLATION REQUIREMENTS TO MAINTAIN
MANUFACTURER'S WARRANTIES.
SEE DRAWING A0.1 FOR ADDITIONAL SYMBOLS
ROOF
R1
A4.1.1
2
A4.1.1
A4.1.1
A4.1.1
1
4
3
1-1
1-1
1-2
1-2
1-3
1-3
1-4
1-6
1-7
1-8
1-5
1-9
1-9
1-10
1-10
1-11
1-11
1-A
1-A
1-C
1-E
1-B
1-D
1-G
1-G
1-H
1-H
1-I
1-I
A4.1.2
4
3
2
1
A4.2.1
1
A4.2.1
2
A4.2.1
2
A4.2.1
3
A4.2.1
3
A4.2.1
SLOPE
3/8" /ft.
SLOPE
3/8" /ft.
SLOPE
3/8" /ft.
SLOPE
3/8" /ft.
SLOPE
3/8" /ft.
SLOPE
3/8" /ft.
SLOPE
3/8" /ft.
SLOPE
3/8" /ft.
SLOPE
3/8" /ft.
SLOPE
3/8" /ft.
SLOPE
3/8" /ft.
SLOPE
3/8" /ft.
SLOPE
3/8" /ft.
SLOPE
3/8" /ft.
SLOPE
3/8" /ft.
SLOPE
3/8" /ft.
SLOPE
3/8" /ft.
1-F
FOR CONSTRUCTION
OR RECORDING
SCHEMATIC NOT
A R C H I T E C T U R E. P L A N N I N G.
L A N D S C A P E A R C H I T E C T U R E.
+
CRITICAL THINKING / CREATIVE DESIGN
ASSOCIATES
TODD
4019 N. 44TH ST. / PHOENIX, AZ 85018
602 - 952 - 8280 / TODDASSOC.COM
Copyright 2021 Todd & Associates, Inc.
p
f
PROJECT
NO.
CLIENT
SEAL
CONTACT
DATA
"PROMPT PAYMENT NOTICE"
Choose Appropriate Option from the Titleblock
properties. There are 5 options, make the option you
want visible and make sure the rest are unchecked.
Also clear check box for instructions.
Proj Mgr.
Dwn By:
Rev.
Date:
Description:
Rev.
PHASE
22-2015-00
GLENDALE
SENIOR
APARTMENTS
ROOF PLAN
A3.1.1
MERCY HOUSING
6515 W. MARYLAND AVE.
GLENDALE, AZ 85301
(623)-937-0418
09/19/22
100% DD Set
Design Development
Author
3/32" = 1'-0"
1
ROOF PLAN
Scale: 3/32" = 1'-0"
5
A3.1.2
5
A3.1.2
25'-3"
11'-4"
TYP.
8"
2
A3.1.2
2
A3.1.2
13'-5"
25'-5"
25'-0"
63'-10"
2'-4"
3'-4"
3'-4"
3'-4"
3'-4"
3'-4"
2'-4"
3'-4"
3'-4"
LEVEL 1
0' - 0"
LEVEL 2
10' - 8"
LEVEL 3
21' - 4"
9'-6"
10'-2"
LEVEL 1
0' - 0"
LEVEL 2
10' - 8"
LEVEL 3
21' - 4"
9'-6"
10'-0"
KEYNOTES
GENERAL NOTES
SYMBOLS
1. PAINT ALL VENTS, FLASHING, MISC. MATERIALS TO
MATCH ADJACENT BUILDING COLOR U.N.O.
2. VERIFY ALL FINISHES WITH OWNER PRIOR TO
APPLICATION
3. VERIFY ALL COLOR SELECTIONS WITH COLORED
ELEVATIONS & OWNER PRIOR TO APPLICATION.
4. ALL PAINT COLOR CHANGES TO TERMINATE ON INSIDE
CORNERS ONLY.
5. ROOFING SHALL BE INSTALLED IN ACCORDANCE
W/MANUFACTURER'S SPECIFICATIONS.
6. PROVIDE SEALANT AT ALL FINISH PENETRATIONS
7. ALL CONTROL JOINTS AND REVEALS TO TERMINATE ON
INSIDE CORNERS ONLY.
8. COORDINATE WITH MECHANICAL FOR ALL VENTING
LOCATIONS AND SIZES.
9. EXTERIOR DOOR AND FRAME COLORS TO MATCH ,
U.N.O.
10. PROVIDE 1/4" THK. SOUND MAT UNDER GYPCRETE
WHERE HARD SURFACES OCCUR. VERIFY LOCATIONS
PRIOR TO INSTALLATION.
SEE DRAWING A0.1 FOR ADDITIONAL SYMBOLS
WALL / PARTITION TYPE, REFER TO
DRAWINGS A9.1 SERIES
ASSEMBLY TYPE INDICATOR, REFER
TO DRAWING A9.2 AND A9.3 SERIES
DOOR TYPE, REFER TO DOOR
SCHEDULE A8.1 SERIES
WINDOW TYPE, REFER TO WINDOW
SCHEDULE A8.2 SERIES
STOREFRONT TYPE, REFER TO
DRAWING A8.2.1
SLAB/FLOOR SLOPE - 1/8"/FT MIN
5% MAX / 2% MAX. CROSS SLOPE
101
1t
SLOPE
1/8"/ft.
1i
A1
1
FOR CONSTRUCTION
OR RECORDING
SCHEMATIC NOT
A R C H I T E C T U R E. P L A N N I N G.
L A N D S C A P E A R C H I T E C T U R E.
+
CRITICAL THINKING / CREATIVE DESIGN
ASSOCIATES
TODD
4019 N. 44TH ST. / PHOENIX, AZ 85018
602 - 952 - 8280 / TODDASSOC.COM
Copyright 2021 Todd & Associates, Inc.
p
f
PROJECT
NO.
CLIENT
SEAL
CONTACT
DATA
"PROMPT PAYMENT NOTICE"
Choose Appropriate Option from the Titleblock
properties. There are 5 options, make the option you
want visible and make sure the rest are unchecked.
Also clear check box for instructions.
Proj Mgr.
Dwn By:
Rev.
Date:
Description:
Rev.
PHASE
22-2015-00
GLENDALE
SENIOR
APARTMENTS
ENLARGED
CANOPY PLANS
A3.1.2
MERCY HOUSING
6515 W. MARYLAND AVE.
GLENDALE, AZ 85301
(623)-937-0418
09/19/22
100% DD Set
Design Development
Author
3/16" = 1'-0"
4
ENLARGED PLAN - ENTRY CANOPY
3/16" = 1'-0"
1
ENLARGED PLAN - OUTDOOR PATIO CANOPY
6
ENTRY CANOPY AXON
3/16" = 1'-0"
2
OUTDOOR PATIO CANOPY SECTION
3/16" = 1'-0"
5
ENTRY CANOPY SECTION
3
OUTDOOR PATIO AXONOMETRIC
A3.3.1
5
Sim
A3.3.1
7
Sim
SHEATHING WHERE
OCCURS PER STRUCT.
BATT INSULATION
(2) 2X TOP PLATES
STUCCO SYSTEM
CEMENTITIOUS COATED
FOAM ROOFING
ROOF SHEATHING,
REFER TO STRUCTURAL
PREFAB WOOD TRUSS.
REFER TO STRUCTURAL
FILL ENTIRE CAVITY WITH NON-
COMBUSTIBLE BATT INSULATION
ATTACHED TO THE UNDERSIDE OF
ROOF SHEATHING
CONTINUOUS METAL PARAPET CAP
CONTINUOUS 'Z' BAR FLASHING
ACOUTICAL SEALANT
WATER RESISTIVE BARRIER
SLOPE
T.O. PARAPET
SEE ELEVATIONS
STUCCO SYSTEM
1
2X FRAMING, REF.
STRUCTURAL
SHEATHING WHERE
REQUIRED REF. STRUCTURAL
STUCCO SYSTEM OVER
WEATHER RESISTIVE BARRIER
EXTERIOR
SLOPE
4 1/2" MIN.
DOUBLE 2X TOP PLATE
NO SEAM ON TOP
OF PARAPET
24GA GALV. CONT.
CLEAT. BOTH SIDES
25 GA GALVANIZED METAL
COPING- PAINT TO MATCH
ADJACENT WALL
4" MIN. CONCEALED MTL.
SPLICE PLATE OVERLAPS
AND 2 BEADS OF SEALANT
ON BOTH SIDES OF THE LAP
HIGH TEMPERATURE MEMBRANE
OVER 2X WOOD NAILER, EXTEND
DOWN WALL 4" MINIMUM BOTH SIDES
SLOPE FRAMING 2% MIN. TYP.
FOAM ROOFING
(9/A3.3.1) @ 5A
CEMENTITIOUS
COATED FOAM
ROOFING
ROOF SHEATHING,
REFER TO STRUCTURAL
CONTINUOUS 'Z' BAR FLASHING
PER MANUFACTURER
8" MIN.
1" MIN.
VARIES
J-WEEP SCREED
WATER RESISTIVE BARRIER
STUCCO SYSTEM
EXTERIOR SHEATHING
WATER RESISTIVE
BARRIER
SLOPE
A3.3.1
6
Sim
2X LEDGER PER
STRUCTURAL
2X BLOCKING @
16" O.C. REFER TO
STRUCTURAL FOR
CONNECTION
EXTEND 1" OF CEMENTITIOUS
COATED FOAM ROOFING UP
PARAPET WALL AND TERMINATE
AT CAP PER DETAIL
ROOF SHEATHING,
REFER TO STRUCTURAL
ROOF TRUSS, REFER
TO STRUCTURAL
CONTINUOUS METAL PARAPET CAP
SHEATHING
1
VENT PIPE
SPRAY-APPLIED FOAM
ROOFING SYSTEM -
EXTEND COATING MIN. 2"
BEYOND INSULATION
TERMINATION
24 GA. STANDARD
GALVANIZED FLASHING
FIRESTOP MATERIAL
PER SPECIFICATIONS
ROOF SHEATHING
8" MIN.
A3.3.1
9
Sim
SHEATHING WHERE OCCURS PER STRUCT.
STUCCO SYSTEM OVER WEATHER
RESISTIVE BARRIER
PREFAB TRUSS - REFER TO
STRUCUTRAL
CEMENTITIOUS COATED
FOAM ROOFING
SLOPE
1/2" /ft.
CONTINUOUS SEALANT
AND BACKER ROD
CASING BEAD AT
STUCCO FINISH
ROOF SHEATHING
STUCCO SYSTEM
FILL ENTIRE CAVITY WITH NON-
COMBUSTIBLE BATT INSULATION
B.O.TRUSS
9'-0" A.F.F.
1'-3"
STUCCO
FASCIA
DRIP EDGE
FLASHING W/
FOAM STOP
EXTERIOR GYP.
SHEATHING PER ASSEMBLY
#12 SCREED DRIP
A3.3.1
17
Sim
1
VARIES - SEE PLAN
WOOD BEAM,
WHERE OCCURS
REFER TO
STRUCTURAL
2- PIECE REGLET - PAINT
TO MATCH STUCCO
EXTERIOR WALL PER ASSEMBLY
WEATHER RESISTIVE BARRIER
STUCCO SYSTEM
3"
1/2"
STUCCO WEEP - PAINT TO MATCH
WALL
SLOPE
CEMENTITIOUS COATED
FOAM ROOFING
8" MIN.
2X BLOCKING
SHEET METAL DRIP EDGE
FLASHING W/ FOAM STOP.
PRIME & PAINT TO MATCH
STUCCO
STUCCO FASCIA
WEATHER RESISTIVE
BARRIER OVER EXTERIOR
GYP. SHEATHING
LAP ROOFING OVER
DRIP EDGE FLASHING
LAP HIGH TEMPERATURE
MEMBRANE OVER
BUILDING PAPER AND
DOWN FACE 6" MIN.
PREFAB TRUSS,
REFER TO STRUCTURAL
SLOPE
2X BLOCKING
CEMENTITIOUS COATED
FOAM ROOFING
1X STUCCO STOP
DOUBLE 2X TOP PLATE
2X FRAMING, REF.
STRUCTURAL
SHEATHING WHERE
REQUIRED REF. STRUCTURAL
EXTEND 1" THK. CEMENTITIOUS
COATED FOAM ROOFING UP
PARAPET WALL AND
TERMINATE AT CAP
NO SEAM ON TOP
OF PARAPET
SLOPE
HIGH TEMPERATURE MEMBRANE
OVER 2X WOOD NAILER, EXTEND
DOWN WALL 4" MINIMUM BOTH SIDES
25 GA GALVANIZED METAL
COPING- PAINT TO MATCH
ADJACENT WALL
4" MIN. CONCEALED MTL.
SPLICE PLATE OVERLAPS
AND 2 BEADS OF SEALANT
ON BOTH SIDES OF THE LAP
24GA GALV. CONT.
CLEAT. BOTH SIDES
4 1/2" MIN.
SLOPE FRAMING 2% MIN. TYP.
A3.3.1
5
Sim
SHEATHING WHERE
OCCURS PER STRUCT.
BATT INSULATION
(2) 2X TOP PLATES
STUCCO SYSTEM
ROOF SHEATHING,
REFER TO STRUCTURAL
PREFAB WOOD TRUSS.
REFER TO STRUCTURAL
FILL ENTIRE CAVITY WITH NON-
COMBUSTIBLE BATT INSULATION
ATTACHED TO THE UNDERSIDE OF
ROOF SHEATHING
CONTINUOUS METAL PARAPET CAP
ACOUTICAL SEALANT
WATER RESISTIVE BARRIER
SLOPE
T.O. PARAPET
SEE ELEVATIONS
EXTEND 1" THK. CEMENTITIOUS
COATED FOAM ROOFING UP
PARAPET WALL AND TERMINATE
AT CAP PER DETAIL
A
1
2X WOOD PLATE
WATER RESISTIVE BARRIER
ACOUTICAL SEALANT
SOUND BATTS PER
ASSEMBLY
ROOF/CEILING PER ASSEMBLY
BATT INSULATION
BLOCKING & SHEAR
PANEL PER STRUCTURAL
SOLID TOP PLATE FIRE
BLOCKING
CEMENTITIOUS COATED FOAM
ROOFING
UNIT
UNIT
ROOF TRUSS AS OCCURS, SEE
STRUCTURAL
1" AIR GAP
ACOUTICAL SEALANT
CORRIDOR
UNIT
1 LAYER OF GYP. BD
(TYP.) OVER SHEATHING.
REF. TO STRUCTURAL
FOR LOCATION
(SHEATHING IS TO BE
LOCATED ON UNIT SIDE)
ACOUTICAL SEALANT
BOTH SIDES, TYP.
2X WOOD PLATE
ROOF/CEILING ASSEMBLY
CEMENTITIOUS COATED FOAM ROOFING
ROOF SHEATHING, REF. TO STRUCTURAL
ROOF TRUSS AS OCCURS
REF. TO STRUCTURAL
BLOCKING PER STRUCTURAL
WALL PER ASSEMBLY
BATT INSULATION AT ROOF
SHEAR PANEL PER
STRUCTURAL
WATER RESISTIVE BARRIER
1 1/2" = 1'-0"
1
2X PARAPET WALL - STUCCO
3" = 1'-0"
5
PARAPET CAP @ STUCCO
3" = 1'-0"
7
FOAM ROOF TO STUCCO TRANSITION
1 1/2" = 1'-0"
8
PARAPET DIVIDER WALL - PARALLEL TO TRUSSES
3" = 1'-0"
12 PIPE PENETRATION DETAIL
1 1/2" = 1'-0"
13 LOW SLOPED ROOF @ STUCCO
3" = 1'-0"
9
BASE FLASHING @ STUCCO WALL
FOR CONSTRUCTION
OR RECORDING
SCHEMATIC NOT
A R C H I T E C T U R E. P L A N N I N G.
L A N D S C A P E A R C H I T E C T U R E.
+
CRITICAL THINKING / CREATIVE DESIGN
ASSOCIATES
TODD
4019 N. 44TH ST. / PHOENIX, AZ 85018
602 - 952 - 8280 / TODDASSOC.COM
Copyright 2021 Todd & Associates, Inc.
p
f
PROJECT
NO.
CLIENT
SEAL
CONTACT
DATA
"PROMPT PAYMENT NOTICE"
Choose Appropriate Option from the Titleblock
properties. There are 5 options, make the option you
want visible and make sure the rest are unchecked.
Also clear check box for instructions.
Proj Mgr.
Dwn By:
Rev.
Date:
Description:
Rev.
PHASE
22-2015-00
GLENDALE
SENIOR
APARTMENTS
ROOF DETAILS
A3.3.1
MERCY HOUSING
6515 W. MARYLAND AVE.
GLENDALE, AZ 85301
(623)-937-0418
09/19/22
100% DD Set
Design Development
CG
3" = 1'-0"
17 METAL EDGE FLASHING @ STUCCO
3" = 1'-0"
6
PARAPET CAP @ FOAM
1 1/2" = 1'-0"
2
2X PARAPET WALL - FOAM
1 1/2" = 1'-0"
4
UNIT SEPARATION @ ROOF
1 1/2" = 1'-0"
3
CORRIDOR WALL @ ROOF
EXHAUST FAN - REFER TO
MECHANICAL
BOLT EXHAUST FAN
DOWN TO CURB THRU
MASTIC
WOOD NAILER
26 GA. GALV. METAL
FLASHING, PRIME AND
PAINT TO MATCH COLOR
OF ADJACENT WALL
FLEXIBLE FLASHING OVER
SHEATHING
COUNTER
FLASHING
ROOF
SYSTEM
EXHAUST DUCT
1'-6"
4 3/4"
4'-0".
9
9
PRE-FAB ROOF
TRUSS
CMU WALL
2X ROOF JOIST, REFER
TO STRUCTURAL
1" MIN. CEMENTITIOUS
COATED FOAM ROOFING O/
WATER RESISTANT BARRIER O/
ROOF SHEATHING
4
SLOPE
4
ERRC
SHAFT
ROOF SHEATHING - REFER TO
STRUCTURAL
PREFAB
ROOF TRUSS
2 HR SHAFT WALL
PER ASSEMBLY
9
9
PER PLAN
1
1" MIN. CEMENTITOUS COATED
FOAM ROOFING SYSTEM
ROOF SHEATHING - REFER TO
STRUCTURAL
EXPOSED
CMU BLOCK
26 GA. GALVANIZED 2- PIECE
METAL REGLET FLASHING,
SURFACE MOUNTED FLASHING
ERRC
SHAFT
PREFAB
ROOF TRUSS
2 HR SHAFT WALL
ASSEMBLY
9
SHAFT
1
1" MIN. CEMENTITOUS COATED
FOAM ROOFING SYSTEM
SIM.
70°
BILCO ROOF HATCH W/
INTEGRAL FLASHING.
REFER TO
SPECIFICATIONS
ROOF HATCH SAFETY
RAILING SYSTEM
1" MIN. CEMENTITOUS
COATED FOAM
ROOFING SYSTEM
WALL ASSEMBLY PER
PLAN
1" DIA. STL. ANTI-SLIP RUNG
DRILL HOLES IN VERTICAL
AND PLUG WELD CAPABLE
OF WHITSTANDING A 300
POUND LOAD
3/8" x 3" CLIP AT THIRD
POINTS - WELD TO
STRINGER SCREW TO
WALL W/ 1/2" DIA. A.B.
3/8" x 3" STEEL BAR
STRINGER @ 24" O.C.
ANCHOR TO FLOOR W/
1/2" DIA. A.B.
MIN.
6"
8"
TYP.
1'-0" MIN.
TYP.
1'-0" MIN.
3'-0" x 2 - 6"
BASE FLASHING - INSTALL
FLASHING PER
MANUFACTURER'S
SPECIFICATIONS
SEE SPEC SECTION 077200,
2.2 H, FOR LADDER-ASSIST
POST REQUIREMENTS
BATT INSULATION
R-38 MIN. FILL
CAVITY WITH NON-
COMBUSTIBLE
INSUALTION
ATTACHED TO THE
UNDERSIDE OF ROOF
SHEATHING
ROOF SHEATHING,
REF. TO STRUCTURAL
BASE FLASHING -
INSTALL FLASHING
PER ROOF MANUF.
INSTRUCTIONS
CEMENTITIOUS
COATED FOAM
ROOFING
GUARDRAIL
ROOF HATCH DOOR IN
OPEN POSITION
BILCO PRE-MANUFACTURED
ROOF HATCH TYPE 'L' W/
INTEGRAL FLASH'G OR EQUAL
GUARDRAIL PER MANUF.
INSTRUCTIONS
LANDING - REFER TO
STRUCTURAL
42" A.F.F. MIN.
42" MIN.
BATT INSULATION R-38
MIN. FILL CAVITY WITH
NON-COMBUSTIBLE
INSUALTION
ATTACHED TO THE
UNDERSIDE OF ROOF
SHEATHING
SHIP STAIR ACCESS
HEAT WELD
WALKWAY PAD
BUILT UP ROOF SYSTEM
SEE ROOF DETAILS
FOR SUBSTRATE
CONDITION IN
VARIOUS AREAS
ROUNDED CORNERS
WALKWAY PADS HEAT
WELDED CONTINUOUS
AROUND PERIMETER
SECTION A
A
-
24 GA. SHEET METAL ENCLOSURE
W/ REMOVABLE HOOD,
CROSSBREAK OR SLOPE FOR
DRAINAGE
CUT TOP OF METAL ENCLOSURE
DOWN ON ONE SIDE TO ALLOW
PIPING TO ENTER AND BEND
DOWN INTO PENETRATION BOTT.
OF OPENING MIN. 8" ABOVE
BUILT-UP ROOF. HEM OPENING
SLOPE PIPES DOWN AND
AWAY FROM HOOD,
INSULATE VOID TO
PREVENT
CONDENSATION
SIDES OF HOOD TO
EXTEND BELOW BOTTOM
OF OPENING 2" MIN.
GASKETED FASTENERS
TWO PER SIDE
METAL ENCLOSURE BASE
FLASHING SOLDERED
ALL AROUND
6"
MIN.
NOTE:
SIZE OPENING AS REQUIRED FOR
PIPE SIZE AND QUANTITY.
PLASTIC RISER LEGS EQUAL.
REFER TO MECHANICAL FOR
MODEL. (4 RISERS PER
CONDENSING UNIT)
MECHANICAL UNIT. INSTALL PER
MANUFACTURERS WRITTEN
SPECIFICATIONS ON VIBRATION
ISOLATORS. SHIM UNITS AS REQUIRED
TO LEVEL, REFER TO MECHANICAL
DRAWINGS FOR ADDITIONAL
INFORMATION.
4" SQ. 1/2" THICK RUBBER
PADS. (TYPICAL OF 4) SECURE
PER ROOFING MFR.
REQUIREMENTS
WOOD SHEATHING ON
PREFAB ROOF TRUSSES - SEE
STRUCTURAL.
1" MIN. CEMENTITIOUS
COATED FOAM ROOFING
3/4" MASON SUPER "W"
ISOLATION PAD
WALK PAD TARGET PATCH
UNDER RUBBER PADS
NOTE:
CONTRACTOR TO INSTALL ROOF DRAINS IN
ACCORDANCE W/ MANUFACTURER'S WRITTEN
SPECIFICATIONS & INDUSTRY STANDARD. VERIFY ALL
CONDITIONS WITH MANUFACTURER'S REQUIREMENTS.
LAP MEMBRANE UNDER
UNDER CLAMPING RING
PRIMARY DRAIN SET IN
SEALANT IN LEAD SUMP
PAN - VERIFY SIZE WITH
PLUMBING DRAWINGS
OVERFLOW DRAIN SET IN
SEALANT WITH 3" HIGH
EXTERNAL WATER DAM
CLAMP COLLAR
ROOF SUMP RECEIVER
UNDERDECK CLAMP
1" THK. SPRAY-APPLIED
CEMENTITIOUS COATED
FOAM ROOFING SYSTEM
ROOF SHEATHING
3"
2'-0" MAX.
EAVE TRIM
ANCHOR CLIP
METAL PLUG W/
SS POP RIVETS
4"
4"
3/4"
1"
METAL FLASHING OR
TRIM AT TOP OF WALL
METAL FRAMING OR BREAK
METAL BACKING AS NEEDED
METAL EVE TRIM PIECE
SEE PROFILE ABOVE
VERTICAL SEAM METAL
WALL PANELS OVER 7/8"
MTL. HAT CHANELS
1" RIGID FOAM INSULATION BD.
OVER WATER RESISTANT BARRIER
OVER WOOD SHEATHING
STANDING SEAM METAL ROOF
OVER 1" RIGID FOAM BD. OVER
WRB ON WOOD SHEATHING
SEE STRUCTURAL FOR
EAVE FRAMING
BATT INSULATION NOT SHOWN
Z CLOSURE
PAINTED POP RIVETS
@ 24" O.C.
ANCHOR CLIP
BUTYL TAPE
METAL ROOF OVER 1" RIGID
FOAM BD. OVER WRB ON
PLYWOOD SHEATHING
SHED RIDGE CAP
CONTINOUS MTL. CLEAT
VERTICAL SEAM METAL
WALL PANELS OVER 7/8"
MTL. HAT CHANELS
NOTCHED NEOPRENE
NOTCHED NEOPRENE
GRACE 25 MIL. VYCOR ULTRA
OVER WRB. 4" MIN OVERLAP
Z CLOSURE
SEE STRUCTURAL FOR
RIDGE FRAMING
1" RIGID FOAM INSULATION
BD. OVER WATER RESISTANT
BARRIER OVER 5/8" TYPE X
EXTERIOR GYP. SHEATHING
BATT INSULATION NOT SHOWN
STANDING SEAM MTL. ROOF
SYS. OVER 1" RIGID FOAM
INSUL. BD. OVER WRB
22 GA. BREAK METAL FASCIA.
COLOR TO MATCH METAL
ROOF
CONT. MTL. CLEAT
Z CLOSURE
PAINTED POP
RIVETS @ 24" O.C.
METAL STARTER CLEAT
METAL GABLE TRIP CAP
W/ DRIP EDGE
WRB OVER WOOD SHEATHING
WOOD SHEATHING -
REFER TO STRUCTURAL
TOP
SIDE
WRB OVER WOOD SHEATHING.
REFER TO STRUCTURAL
SEE STRUCTURAL FOR
ROOF FRAMING
BATT INSULATION NOT SHOWN
2'-6"
A3.3.2
12
Sim
4'-0"
*SIMILAR DETAIL @ OPPOSITE HAND*
A3.3.2
13
Sim
22 GA. BREAK METAL FASCIA.
COLOR TO MATCH METAL
ROOF
STUCCO SYSTEM OVER WRB
ON WOOD SHEATHING
SEE STRUCTURAL FOR
ROOF FRAMING
STANDING SEAM METAL ROOF
OVER 1" RIGID FOAM BD.
WRB ON WOOD SHEATHING
FILL ENTIRE CAVITY WITH NON-
COMBUSTIBLE BATT INSULATION
WOOD BEAM WHERE OCCURS
REFER TO STRUCTURAL
22 GA. BREAK METAL FASCIA.
COLOR TO MATCH METAL
ROOF
CONT. MTL. CLEAT
WRB ON 5/8" TYPE X EXTERIOR
GYP. SHEATHING
BOTTOM
SIDE
SEE STRUCTURAL FOR
ROOF FRAMING
4"
2 1/2"
STUCCO SYSTEM OVER WRB
ON WOOD SHEATHING
CONT. BACKER
ROD & SEALANT
BATT INSULATION NOT SHOWN
SLOPE
SHEATHING WHERE
OCCURS PER STRUCT.
STUCCO SYSTEM
CEMENTITIOUS COATED
FOAM ROOFING
ROOF SHEATHING,
REFER TO STRUCTURAL
PREFAB WOOD TRUSS.
REFER TO STRUCTURAL
WATER RESISTIVE BARRIER
STUCCO SYSTEM
4"
2"
CONTINUOUS 'Z' BAR FLASHING
4"X4" OVERFLOW SCUPPER
(PAINTED TO MATCH
EXTERIOR) 24 GA. MIN.
CONT. SEALANT 4 SIDES
WATER RESISTIVE BARRIER
WATER RESISTIVE BARRIER
4"
2"
16" ON CMU WALLS
14"
FRONT ELEVATION
FINISH ROOF
METAL THROUGH WALL SCUPPER,
PAINT TO MATCH ADJACENT
BLDG COLOR
4"
4"
6"
6"
AS REQUIRED
METAL FLANGE
LIP AT OVERFLOW
OPENING ONLY
2"
METAL DRIP EDGE
ROOF SIDE
14"
6"
FINISH METAL
DRIP EDGE
CMU WALL
1-PIECE METAL TRIM W/4"
FLANGE - MECH. FASTENED
AND FULLY SOLDERED. PAINT
TO MATCH ADJACENT BLDG.
COLOR. ALLOW FOR 1/4"
SPACE SURROUND FOR
BACKER ROD AND SEALANT.
DRIP EDGE
2" METAL LIP
SELF ADHESIVE FLASHING
LAPPED OVER MTL
SCUPPER FLANGE
SELF ADHESIVE FLASHING
LAPPED OVER WRB
1" MIN. CEMENTITIOUS
COATED FOAM
ROOFING O/ WATER
RESISTANT BARRIER O/
ROOF SHEATHING
EXTEND 1" OF CEMENTITIOUS
COATED FOAM ROOFING
UP PARAPET WALL AND
TERMINATE AT CAP PER
DETAIL
WOOD ROOF FRAMING.
REFER TO STRUCTURAL
FOR CONSTRUCTION
OR RECORDING
SCHEMATIC NOT
A R C H I T E C T U R E. P L A N N I N G.
L A N D S C A P E A R C H I T E C T U R E.
+
CRITICAL THINKING / CREATIVE DESIGN
ASSOCIATES
TODD
4019 N. 44TH ST. / PHOENIX, AZ 85018
602 - 952 - 8280 / TODDASSOC.COM
Copyright 2021 Todd & Associates, Inc.
p
f
PROJECT
NO.
CLIENT
SEAL
CONTACT
DATA
"PROMPT PAYMENT NOTICE"
Choose Appropriate Option from the Titleblock
properties. There are 5 options, make the option you
want visible and make sure the rest are unchecked.
Also clear check box for instructions.
Proj Mgr.
Dwn By:
Rev.
Date:
Description:
Rev.
PHASE
22-2015-00
GLENDALE
SENIOR
APARTMENTS
ROOF DETAILS
A3.3.2
MERCY HOUSING
6515 W. MARYLAND AVE.
GLENDALE, AZ 85301
(623)-937-0418
09/19/22
100% DD Set
Design Development
CG
1" = 1'-0"
14 TRASH CHUTE DETAIL @ ROOF
1 1/2" = 1'-0"
8
ROOF - STAIR / ELEV SLOPED DRAINAGE
1" = 1'-0"
17 ERRC SHAFT DETAIL @ ROOF
1" = 1'-0"
18 ERRC SHAFT DETAIL @ ROOF (EXT WALL)
1" = 1'-0"
15 ROOF ACCESS LADDER AND HATCH
1" = 1'-0"
20 ROOF ACCESS @ STAIR LANDING
1/2" = 1'-0"
6
ROOF WALKWAY PAD
1" = 1'-0"
7
ROOF - SHEET METAL PIPING ENCLOSURE
1 1/2" = 1'-0"
5
DWELLING UNIT MECHANICAL SUPPORT @ ROOF
3/4" = 1'-0"
1
ROOF DRAIN
1 1/2" = 1'-0"
11 METAL ROOF - EAVE DETAIL
1 1/2" = 1'-0"
10 METAL ROOF - RIDGE CAP DETAIL
1 1/2" = 1'-0"
12 METAL ROOF - FASCIA TOP
1" = 1'-0"
9
METAL ROOF - OVERHAND DETAIL
1 1/2" = 1'-0"
13 METAL ROOF - FASCIA BOTTOM
1 1/2" = 1'-0"
2
ROOF DRAIN & THRU-WALL SCUPPER
1 1/2" = 1'-0"
3
THRU-WALL SCUPPER ISOMETRIC
1 1/2" = 1'-0"
4
THRU-WALL SCUPPER AT CMU
N
SEE DRAWING A0.1 FOR ADDITIONAL SYMBOLS
KEYNOTES
GENERAL NOTES
SYMBOLS
KEYMAP
1. PAINT ALL VENTS, FLASHING, MISC. MATERIALS TO
MATCH ADJACENT BUILDING COLOR U.N.O.
2. VERIFY ALL FINISHES WITH OWNER PRIOR TO
APPLICATION
3. VERIFY ALL COLOR SELECTIONS WITH COLORED
ELEVATIONS & OWNER PRIOR TO APPLICATION.
4. ALL PAINT COLOR CHANGES TO TERMINATE ON
INSIDE CORNERS ONLY.
5. ROOFING SHALL BE INSTALLED IN ACCORDANCE
W/MANUFACTURER'S SPECIFICATIONS.
6. PROVIDE SEALANT AT ALL FINISH PENETRATIONS
7. ALL CONTROL JOINTS AND REVEALS TO TERMINATE
ON INSIDE CORNERS ONLY.
8. COORDINATE WITH MECHANICAL FOR ALL VENTING
LOCATIONS AND SIZES.
9. EXTERIOR DOOR AND FRAME COLORS TO MATCH ,
U.N.O.
COLOR SCHEDULE
LEVEL 1
0' - 0"
LEVEL 2
10' - 8"
LEVEL 3
21' - 4"
LEVEL 4
32' - 0"
T.O. PLATE
41' - 0"
T.O. PARAPET
46' - 8"
T.O. PARAPET 2
48' - 8"
T.O. STAIR
50' - 0"
1-A
1-C
1-E
1-B
1-D
1-G
1-H
1-I
2
A4.2.1
3
A4.2.1
A
B
H
?
A
B
C
A
B
C
A
H
A
D
H
D
H
A
D
A
D
LEVEL 1
0' - 0"
LEVEL 2
10' - 8"
LEVEL 3
21' - 4"
LEVEL 4
32' - 0"
T.O. PLATE
41' - 0"
T.O. PARAPET
46' - 8"
T.O. PARAPET 2
48' - 8"
T.O. STAIR
50' - 0"
1-1
1-2
1-3
1-4
1-6
1-7
1-8
1-5
1-9
1-10
1-11
1
A4.2.1
B
A
H
A
H
H
D
D
H
D
D
D
B
A
H
B
LEVEL 1
0' - 0"
LEVEL 2
10' - 8"
LEVEL 3
21' - 4"
LEVEL 4
32' - 0"
T.O. PLATE
41' - 0"
T.O. PARAPET
46' - 8"
T.O. PARAPET 2
48' - 8"
T.O. STAIR
50' - 0"
1-A
1-B
1-D
1-G
1-H
1-I
2
A4.2.1
3
A4.2.1
B
A
B
A
B
C
H
B
C
H
A
B
C
A
H
I
H
D
H
A
D
H
D
H
A
D
D
1-F
LEVEL 1
0' - 0"
LEVEL 2
10' - 8"
LEVEL 3
21' - 4"
LEVEL 4
32' - 0"
T.O. PLATE
41' - 0"
T.O. PARAPET
46' - 8"
T.O. PARAPET 2
48' - 8"
T.O. STAIR
50' - 0"
1-1
1-2
1-3
1-4
1-9
1-10
1-11
1
A4.2.1
A
B
A
B
A
B
C
A
B
B
A
H
I
D
D
I
I
F
C
D
I
D
A
A
E
E
FOR CONSTRUCTION
OR RECORDING
SCHEMATIC NOT
A R C H I T E C T U R E. P L A N N I N G.
L A N D S C A P E A R C H I T E C T U R E.
+
CRITICAL THINKING / CREATIVE DESIGN
ASSOCIATES
TODD
4019 N. 44TH ST. / PHOENIX, AZ 85018
602 - 952 - 8280 / TODDASSOC.COM
Copyright 2021 Todd & Associates, Inc.
p
f
PROJECT
NO.
CLIENT
SEAL
CONTACT
DATA
"PROMPT PAYMENT NOTICE"
Choose Appropriate Option from the Titleblock
properties. There are 5 options, make the option you
want visible and make sure the rest are unchecked.
Also clear check box for instructions.
Proj Mgr.
Dwn By:
Rev.
Date:
Description:
Rev.
PHASE
22-2015-00
GLENDALE
SENIOR
APARTMENTS
BUILDING
ELEVATIONS
A4.1.1
MERCY HOUSING
6515 W. MARYLAND AVE.
GLENDALE, AZ 85301
(623)-937-0418
09/19/22
100% DD Set
Design Development
Author
3/32" = 1'-0"
1
NORTH ELEVATION
3/32" = 1'-0"
2
EAST ELEVATION
3/32" = 1'-0"
3
SOUTH ELEVATION
EXTERIOR FINISH SCHEDULE
LOCATION
MFG. / PAINT
COLOR
A
STUCCO COLOR SHERWIN
WILLIAMS
SW 7626 "ZURICH
WHITE"
B
STUCCO COLOR SHERWIN
WILLIAMS
SW2849
"WESTCHESTER GRAY"
C
STUCCO COLOR SHERWIN
WILLIAMS
SW6243 "DISTANCE"
D
STUCCO COLOR SHERWIN
WILLIAMS
SW9093 "NEARLY
BROWN"
E
CONCRETE
BLOCK
TRENWYTH
INDUSTRIES
MONTEREY STONE
F
CORTEN METAL
H
METAL WINDOW
FRAME
AMERICAN
OPENINGS
VINYL HORIZONTAL
SLIDER
I
ALUMINUM
STOREFRONT
METAL
ARCADIA
DARK BRZONE
3/32" = 1'-0"
4
WEST ELEVATION
LEVEL 1
0' - 0"
LEVEL 2
10' - 8"
LEVEL 3
21' - 4"
LEVEL 4
32' - 0"
T.O. PLATE
41' - 0"
T.O. PARAPET
46' - 8"
T.O. PARAPET 2
48' - 8"
T.O. STAIR
50' - 0"
1-A
1-B
1-D
A
B
C
A
B
C
B
A
A
D
D
A
H
D
D
H
D
LEVEL 1
0' - 0"
LEVEL 2
10' - 8"
LEVEL 3
21' - 4"
LEVEL 4
32' - 0"
T.O. PLATE
41' - 0"
T.O. PARAPET
46' - 8"
T.O. PARAPET 2
48' - 8"
T.O. STAIR
50' - 0"
1-4
A
A
B
C
A
B
A
A
I
E
E
E
A
I
I
LEVEL 1
0' - 0"
LEVEL 2
10' - 8"
LEVEL 3
21' - 4"
LEVEL 4
32' - 0"
T.O. PLATE
41' - 0"
T.O. PARAPET
46' - 8"
T.O. PARAPET 2
48' - 8"
T.O. STAIR
50' - 0"
1-A
1-C
1-E
3
A4.2.1
B
A
B
A
B
C
A
B
C
A
H
H
C
B
A
H
D
A
D
H
D
A
D
A
D
H
N
SEE DRAWING A0.1 FOR ADDITIONAL SYMBOLS
KEYNOTES
GENERAL NOTES
SYMBOLS
KEYMAP
1. PAINT ALL VENTS, FLASHING, MISC. MATERIALS TO
MATCH ADJACENT BUILDING COLOR U.N.O.
2. VERIFY ALL FINISHES WITH OWNER PRIOR TO
APPLICATION
3. VERIFY ALL COLOR SELECTIONS WITH COLORED
ELEVATIONS & OWNER PRIOR TO APPLICATION.
4. ALL PAINT COLOR CHANGES TO TERMINATE ON
INSIDE CORNERS ONLY.
5. ROOFING SHALL BE INSTALLED IN ACCORDANCE
W/MANUFACTURER'S SPECIFICATIONS.
6. PROVIDE SEALANT AT ALL FINISH PENETRATIONS
7. ALL CONTROL JOINTS AND REVEALS TO TERMINATE
ON INSIDE CORNERS ONLY.
8. COORDINATE WITH MECHANICAL FOR ALL VENTING
LOCATIONS AND SIZES.
9. EXTERIOR DOOR AND FRAME COLORS TO MATCH ,
U.N.O.
COLOR SCHEDULE
FOR CONSTRUCTION
OR RECORDING
SCHEMATIC NOT
A R C H I T E C T U R E. P L A N N I N G.
L A N D S C A P E A R C H I T E C T U R E.
+
CRITICAL THINKING / CREATIVE DESIGN
ASSOCIATES
TODD
4019 N. 44TH ST. / PHOENIX, AZ 85018
602 - 952 - 8280 / TODDASSOC.COM
Copyright 2021 Todd & Associates, Inc.
p
f
PROJECT
NO.
CLIENT
SEAL
CONTACT
DATA
"PROMPT PAYMENT NOTICE"
Choose Appropriate Option from the Titleblock
properties. There are 5 options, make the option you
want visible and make sure the rest are unchecked.
Also clear check box for instructions.
Proj Mgr.
Dwn By:
Rev.
Date:
Description:
Rev.
PHASE
22-2015-00
GLENDALE
SENIOR
APARTMENTS
BUILDING
ELEVATIONS
A4.1.2
MERCY HOUSING
6515 W. MARYLAND AVE.
GLENDALE, AZ 85301
(623)-937-0418
09/19/22
100% DD Set
Design Development
Author
3/32" = 1'-0"
2
NORTH COURTYARD ELEVATION
3/32" = 1'-0"
3
EAST COURTYARD ELEVATION
3/32" = 1'-0"
4
SOUTH COURTYARD ELEVATION
EXTERIOR FINISH SCHEDULE
LOCATION
MFG. / PAINT
COLOR
A
STUCCO COLOR SHERWIN
WILLIAMS
SW 7626 "ZURICH
WHITE"
B
STUCCO COLOR SHERWIN
WILLIAMS
SW2849
"WESTCHESTER GRAY"
C
STUCCO COLOR SHERWIN
WILLIAMS
SW6243 "DISTANCE"
D
STUCCO COLOR SHERWIN
WILLIAMS
SW9093 "NEARLY
BROWN"
E
CONCRETE
BLOCK
TRENWYTH
INDUSTRIES
MONTEREY STONE
F
CORTEN METAL
H
METAL WINDOW
FRAME
AMERICAN
OPENINGS
VINYL HORIZONTAL
SLIDER
I
ALUMINUM
STOREFRONT
METAL
ARCADIA
DARK BRZONE
LEVEL 1
0' - 0"
LEVEL 2
10' - 8"
LEVEL 3
21' - 4"
LEVEL 4
32' - 0"
T.O. PLATE
41' - 0"
T.O. PARAPET
46' - 8"
T.O. PARAPET 2
48' - 8"
T.O. STAIR
50' - 0"
1-H
1-I
2
A4.2.1
3
A4.2.1
UNIT B1
438
UNIT B1
338
UNIT B1
238
UNIT B1
138
UNIT A1
436
UNIT A1
336
UNIT A1
236
UNIT A1
136
STAIR 1
UNIT A1
434
UNIT A1
334
UNIT A1
234
UNIT A1
134
UNIT A1
432
UNIT A1
332
UNIT A1
232
UNIT A1
132
UNIT A1
430
UNIT A1
330
UNIT A1
230
UNIT A1
130
UNIT A1
428
UNIT A1
328
UNIT A1
228
UNIT A1
128
UNIT B1
426
UNIT B1
326
UNIT B1
226
UNIT B1
126
IDF
U403
IDF
U303
IDF
U203
REFUSE
U104
STOR.
U404
STOR.
U304
STOR.
U204
REFUSE
TERMINATION
U105
CORRIDOR
238
CORRIDOR
235
CORRIDOR
C202
CORRIDOR
C102
A4.3.1
2
A4.3.1
3
A4.3.1
1
4
A4.3.1
LEVEL 1
0' - 0"
LEVEL 2
10' - 8"
LEVEL 3
21' - 4"
LEVEL 4
32' - 0"
T.O. PLATE
41' - 0"
T.O. PARAPET
46' - 8"
T.O. PARAPET 2
48' - 8"
1-2
1-3
1-4
1-9
1-10
1-11
1
A4.2.1
UNIT A1
415
UNIT A1
315
UNIT A1
215
OFFICE
CH102
OFFICE
CH104
WORK
ROOM
CH106
OFFICE
CH110
LOBBY
CH113
MAIL ROOM
CH117
BREAK
ROOM
CH119
FOOD
PANTRY
CH120
REFUSE
TERMINATION
U105
MAINTENANCE
U107
UNIT A1
416
UNIT A1
316
UNIT A1
216
UNIT A1
417
UNIT A1
317
UNIT A1
217
UNIT B1
419
UNIT B1
319
LIBRARY
CH202
UNIT A1
221
UNIT A1
321
UNIT A1
421
UNIT A1
423
UNIT A1
323
UNIT A1
223
STOR.
U404
STOR.
U304
STOR.
U204
ELEC.
U406
ELEC.
U306
ELEC.
U206
UNIT B2
424
UNIT B2
324
UNIT B2
224
A4.3.3
1
LEVEL 1
0' - 0"
LEVEL 2
10' - 8"
LEVEL 3
21' - 4"
LEVEL 4
32' - 0"
T.O. PLATE
41' - 0"
T.O. PARAPET
46' - 8"
T.O. PARAPET 2
48' - 8"
T.O. STAIR
50' - 0"
1-1
1-2
1-3
1-4
1-9
1-10
1-11
1
A4.2.1
UNIT A1
425
UNIT A1
325
UNIT A1
225
UNIT A1
125
UNIT B1
426
UNIT B1
326
UNIT B1
226
UNIT B1
126
UNIT A1
422
UNIT A1
322
UNIT A1
222
UNIT A1
420
UNIT A1
320
UNIT A1
220
UNIT A1
418
UNIT A1
218
UNIT A1
318
UNIT B1
414
FITNESS
CH111
COMMUNITY
ROOM
CH112
KITCHEN
CH114
ELEV. 1
ELEV. 2
CORRIDOR
239
CORRIDOR
236
CORRIDOR
C201
CORRIDOR
C101
CORRIDOR
237
CORRIDOR
234
CORRIDOR
C203
CORRIDOR
C103
ELEVATOR PIT
-5' - 0"
UNIT B1 TYPE
A
U123
UNIT B1 TYPE
A
U124
UNIT B1 TYPE
A
U125
FOR CONSTRUCTION
OR RECORDING
SCHEMATIC NOT
A R C H I T E C T U R E. P L A N N I N G.
L A N D S C A P E A R C H I T E C T U R E.
+
CRITICAL THINKING / CREATIVE DESIGN
ASSOCIATES
TODD
4019 N. 44TH ST. / PHOENIX, AZ 85018
602 - 952 - 8280 / TODDASSOC.COM
Copyright 2021 Todd & Associates, Inc.
p
f
PROJECT
NO.
CLIENT
SEAL
CONTACT
DATA
"PROMPT PAYMENT NOTICE"
Choose Appropriate Option from the Titleblock
properties. There are 5 options, make the option you
want visible and make sure the rest are unchecked.
Also clear check box for instructions.
Proj Mgr.
Dwn By:
Rev.
Date:
Description:
Rev.
PHASE
22-2015-00
GLENDALE
SENIOR
APARTMENTS
BUILDING SECTIONS
A4.2.1
MERCY HOUSING
6515 W. MARYLAND AVE.
GLENDALE, AZ 85301
(623)-937-0418
09/19/22
100% DD Set
Design Development
Author
3/32" = 1'-0"
1
BUILDING SECTION 1
3/32" = 1'-0"
2
BUILDING SECTION 2
3/32" = 1'-0"
3
BUILDING SECTION 3
LEVEL 1
0' - 0"
LEVEL 2
10' - 8"
LEVEL 3
21' - 4"
LEVEL 4
32' - 0"
T.O. PLATE
41' - 0"
T.O. PARAPET
46' - 8"
1-G
UNIT B1
426
UNIT B1
326
UNIT B1
226
UNIT B1
126
CORRIDOR
C102
CORRIDOR
C202
CORRIDOR
238
CORRIDOR
235
16
A9.4.1
3
Sim
A9.4.1
2
Sim
A9.4.1
1
Sim
A3.3.1
5
Sim
4.56
4.31
4.13
4.46
4.30
4.16
4.41
4.27
LEVEL 1
0' - 0"
LEVEL 2
10' - 8"
LEVEL 3
21' - 4"
LEVEL 4
32' - 0"
T.O. PLATE
41' - 0"
UNIT A1
436
UNIT A1
434
UNIT A1
336
UNIT A1
334
UNIT A1
236
UNIT A1
234
UNIT A1
136
UNIT A1
134
A3.3.1
4
A10.2
10
Sim
A10.1
6
Sim
4.56
4.31
4.13
4.32
4.30
4.16
4.41
4.27
4.32
LEVEL 1
0' - 0"
LEVEL 2
10' - 8"
LEVEL 3
21' - 4"
LEVEL 4
32' - 0"
T.O. PLATE
41' - 0"
T.O. PARAPET
46' - 8"
UNIT B1
438
UNIT B1
338
UNIT B1
238
UNIT B1
138
A3.3.1
5
Sim
A10.2
1
Sim
A10.1
1
Sim
4.56
4.31
4.13
4.32
4.1
4.16
4.41
4.27
4.26
4.30
LEVEL 1
0' - 0"
LEVEL 2
10' - 8"
LEVEL 3
21' - 4"
LEVEL 4
32' - 0"
T.O. PLATE
41' - 0"
T.O. PARAPET
46' - 8"
T.O. PARAPET 2
48' - 8"
UNIT A1
436
UNIT A1
336
UNIT A1
236
UNIT A1
136
PATIO
BALCONY
BALCONY
BALCONY
2'-5"
2'-11 1/2"
A10.3
1
Sim
A8.1.3
1
Sim
A8.1.3
15
Sim
A10.3
3
Sim
SLOPE
1/8"/ft.
SLOPE
1/8"/ft.
SLOPE
1/8"/ft.
SLOPE
1/8"/ft.
1'-6"
4.17
4.25
A3.3.1
5
Sim
4.56
4.31
4.13
4.55
4.30
4.41
KEYNOTES
GENERAL NOTES
SYMBOLS
1. PAINT ALL VENTS, FLASHING, MISC. MATERIALS TO
MATCH ADJACENT BUILDING COLOR U.N.O.
2. VERIFY ALL FINISHES WITH OWNER PRIOR TO
APPLICATION
3. VERIFY ALL COLOR SELECTIONS WITH COLORED
ELEVATIONS & OWNER PRIOR TO APPLICATION.
4. ALL PAINT COLOR CHANGES TO TERMINATE ON INSIDE
CORNERS ONLY.
5. ROOFING SHALL BE INSTALLED IN ACCORDANCE
W/MANUFACTURER'S SPECIFICATIONS.
6. PROVIDE SEALANT AT ALL FINISH PENETRATIONS
7. ALL CONTROL JOINTS AND REVEALS TO TERMINATE ON
INSIDE CORNERS ONLY.
8. COORDINATE WITH MECHANICAL FOR ALL VENTING
LOCATIONS AND SIZES.
9. EXTERIOR DOOR AND FRAME COLORS TO MATCH ,
U.N.O.
10. PROVIDE 1/4" THK. SOUND MAT UNDER GYPCRETE
WHERE HARD SURFACES OCCUR. VERIFY LOCATIONS
PRIOR TO INSTALLATION.
SEE DRAWING A0.1 FOR ADDITIONAL SYMBOLS
WALL / PARTITION TYPE, REFER TO
DRAWINGS A9.1 SERIES
ASSEMBLY TYPE INDICATOR, REFER
TO DRAWING A9.2 AND A9.3 SERIES
DOOR TYPE, REFER TO DOOR
SCHEDULE A8.1 SERIES
WINDOW TYPE, REFER TO WINDOW
SCHEDULE A8.2 SERIES
STOREFRONT TYPE, REFER TO
DRAWING A8.2.1
SLAB/FLOOR SLOPE - 1/8"/FT MIN
5% MAX / 2% MAX. CROSS SLOPE
101
1t
SLOPE
1/8"/ft.
1i
A1
1
FOR CONSTRUCTION
OR RECORDING
SCHEMATIC NOT
A R C H I T E C T U R E. P L A N N I N G.
L A N D S C A P E A R C H I T E C T U R E.
+
CRITICAL THINKING / CREATIVE DESIGN
ASSOCIATES
TODD
4019 N. 44TH ST. / PHOENIX, AZ 85018
602 - 952 - 8280 / TODDASSOC.COM
Copyright 2021 Todd & Associates, Inc.
p
f
PROJECT
NO.
CLIENT
SEAL
CONTACT
DATA
"PROMPT PAYMENT NOTICE"
Choose Appropriate Option from the Titleblock
properties. There are 5 options, make the option you
want visible and make sure the rest are unchecked.
Also clear check box for instructions.
Proj Mgr.
Dwn By:
Rev.
Date:
Description:
Rev.
PHASE
22-2015-00
GLENDALE
SENIOR
APARTMENTS
WALL SECTIONS
A4.3.1
MERCY HOUSING
6515 W. MARYLAND AVE.
GLENDALE, AZ 85301
(623)-937-0418
09/19/22
100% DD Set
Design Development
Author
1/2" = 1'-0"
1
WALL SECTION 1 - FIREWALL
1/2" = 1'-0"
2
WALL SECTION 2 - 1 HR UNIT DEMISING
1/2" = 1'-0"
3
WALL SECTION 3 - EXTERIOR WALL
1/2" = 1'-0"
4
WALL SECTION 4 - BALCONY/PATIO
4.1
1 COAT STUCCO SYSTEM ON 1" THK. FOAM
INSULATION BOARD
4.13
FILL ENTIRE ROOF TRUSS SPACE WITH BATT
INSULATION
4.16
1 1/4" GYPCRETE TOPPING OVER SOUND MAT
ON PLYWOOD SHEATHING (UNIT NON-CARPET
LOCATIONS)
4.17
2" HARDROCK TOPPING OVER FLOOR
SHEATHING (BALCONIES)
4.25
HORIZONTAL METAL RAILING
4.26
CONCRETE FOOTING: SEE STRUCTURAL
4.27
CONCRETE SLAB ON GRADE: SEE STRUCTURAL
4.30
OPEN WEB PREFABRICATED WOOD FLOOR
TRUSS: SEE STRUCTURAL
4.31
OPEN WEB PREFABRICATED WOOD ROOF
TRUSS: SEE STRUCTURAL
4.32
WALL ASSEMBLY
4.41
1 LAYER R-30 AND 1 LAYER R-19 BATT
INSULATION (FLOOR SYSTEM)
4.46
1-HR RATED ASSEMBLY
4.55
EXTERIOR GYPSUM BOARD SOFFIT
4.56
ROOFING SYSTEM
KEYNOTES
GENERAL NOTES
SYMBOLS
1. PAINT ALL VENTS, FLASHING, MISC. MATERIALS TO
MATCH ADJACENT BUILDING COLOR U.N.O.
2. VERIFY ALL FINISHES WITH OWNER PRIOR TO
APPLICATION
3. VERIFY ALL COLOR SELECTIONS WITH COLORED
ELEVATIONS & OWNER PRIOR TO APPLICATION.
4. ALL PAINT COLOR CHANGES TO TERMINATE ON INSIDE
CORNERS ONLY.
5. ROOFING SHALL BE INSTALLED IN ACCORDANCE
W/MANUFACTURER'S SPECIFICATIONS.
6. PROVIDE SEALANT AT ALL FINISH PENETRATIONS
7. ALL CONTROL JOINTS AND REVEALS TO TERMINATE ON
INSIDE CORNERS ONLY.
8. COORDINATE WITH MECHANICAL FOR ALL VENTING
LOCATIONS AND SIZES.
9. EXTERIOR DOOR AND FRAME COLORS TO MATCH ,
U.N.O.
10. PROVIDE 1/4" THK. SOUND MAT UNDER GYPCRETE
WHERE HARD SURFACES OCCUR. VERIFY LOCATIONS
PRIOR TO INSTALLATION.
SEE DRAWING A0.1 FOR ADDITIONAL SYMBOLS
WALL / PARTITION TYPE, REFER TO
DRAWINGS A9.1 SERIES
ASSEMBLY TYPE INDICATOR, REFER
TO DRAWING A9.2 AND A9.3 SERIES
DOOR TYPE, REFER TO DOOR
SCHEDULE A8.1 SERIES
WINDOW TYPE, REFER TO WINDOW
SCHEDULE A8.2 SERIES
STOREFRONT TYPE, REFER TO
DRAWING A8.2.1
SLAB/FLOOR SLOPE - 1/8"/FT MIN
5% MAX / 2% MAX. CROSS SLOPE
101
1t
SLOPE
1/8"/ft.
1i
A1
1
LEVEL 1
0' - 0"
LEVEL 2
10' - 8"
LEVEL 3
21' - 4"
LEVEL 4
32' - 0"
T.O. PLATE
41' - 0"
T.O. PARAPET
46' - 8"
A8.2.2
9
Sim
A8.2.2
11
Sim
A10.2
1
Sim
A8.3.2
5
Sim
A8.3.2
12
Sim
A8.3.2
8
Sim
A3.3.1
5
Sim
LEVEL 1
0' - 0"
LEVEL 2
10' - 8"
LEVEL 3
21' - 4"
LEVEL 4
32' - 0"
T.O. PLATE
41' - 0"
1-9
1-10
CORRIDOR
C103
CORRIDOR
C203
CORRIDOR
234
CORRIDOR
237
UNIT A1
430
UNIT A1
330
UNIT A1
429
UNIT A1
329
UNIT A1
229
UNIT A1
230
UNIT A1
130
UNIT A1
129
A3.3.1
3
A10.2
6
Sim
4.31
4.44
4.40
4.56
4.17
4.30
4.17
4.40
4.3
4.1
4.55
FOR CONSTRUCTION
OR RECORDING
SCHEMATIC NOT
A R C H I T E C T U R E. P L A N N I N G.
L A N D S C A P E A R C H I T E C T U R E.
+
CRITICAL THINKING / CREATIVE DESIGN
ASSOCIATES
TODD
4019 N. 44TH ST. / PHOENIX, AZ 85018
602 - 952 - 8280 / TODDASSOC.COM
Copyright 2021 Todd & Associates, Inc.
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Proj Mgr.
Dwn By:
Rev.
Date:
Description:
Rev.
PHASE
22-2015-00
GLENDALE
SENIOR
APARTMENTS
WALL SECTIONS
A4.3.2
MERCY HOUSING
6515 W. MARYLAND AVE.
GLENDALE, AZ 85301
(623)-937-0418
09/19/22
100% DD Set
Design Development
Author
1/2" = 1'-0"
1
WALL SECTION 5 - LOBBY STOREFRONT
1/2" = 1'-0"
2
WALL SECTION 6 - TYPICAL CORRIDOR
4.1
1 COAT STUCCO SYSTEM ON 1" THK. FOAM
INSULATION BOARD
4.3
ROOFTOP MECHANICAL EQUIPMENT
BEYOND: SEE ROOF AND MECHANICAL
PLANS
4.17
2" HARDROCK TOPPING OVER FLOOR
SHEATHING (BALCONIES)
4.30
OPEN WEB PREFABRICATED WOOD FLOOR
TRUSS: SEE STRUCTURAL
4.31
OPEN WEB PREFABRICATED WOOD ROOF
TRUSS: SEE STRUCTURAL
4.40
R-19 BATT INSULATION (WALLS)
4.44
R-38 BATT INSULATION (ROOF SYSTEM)
4.55
EXTERIOR GYPSUM BOARD SOFFIT
4.56
ROOFING SYSTEM
KEYNOTES
GENERAL NOTES
SYMBOLS
1. PAINT ALL VENTS, FLASHING, MISC. MATERIALS TO
MATCH ADJACENT BUILDING COLOR U.N.O.
2. VERIFY ALL FINISHES WITH OWNER PRIOR TO
APPLICATION
3. VERIFY ALL COLOR SELECTIONS WITH COLORED
ELEVATIONS & OWNER PRIOR TO APPLICATION.
4. ALL PAINT COLOR CHANGES TO TERMINATE ON INSIDE
CORNERS ONLY.
5. ROOFING SHALL BE INSTALLED IN ACCORDANCE
W/MANUFACTURER'S SPECIFICATIONS.
6. PROVIDE SEALANT AT ALL FINISH PENETRATIONS
7. ALL CONTROL JOINTS AND REVEALS TO TERMINATE ON
INSIDE CORNERS ONLY.
8. COORDINATE WITH MECHANICAL FOR ALL VENTING
LOCATIONS AND SIZES.
9. EXTERIOR DOOR AND FRAME COLORS TO MATCH ,
U.N.O.
10. PROVIDE 1/4" THK. SOUND MAT UNDER GYPCRETE
WHERE HARD SURFACES OCCUR. VERIFY LOCATIONS
PRIOR TO INSTALLATION.
SEE DRAWING A0.1 FOR ADDITIONAL SYMBOLS
WALL / PARTITION TYPE, REFER TO
DRAWINGS A9.1 SERIES
ASSEMBLY TYPE INDICATOR, REFER
TO DRAWING A9.2 AND A9.3 SERIES
DOOR TYPE, REFER TO DOOR
SCHEDULE A8.1 SERIES
WINDOW TYPE, REFER TO WINDOW
SCHEDULE A8.2 SERIES
STOREFRONT TYPE, REFER TO
DRAWING A8.2.1
SLAB/FLOOR SLOPE - 1/8"/FT MIN
5% MAX / 2% MAX. CROSS SLOPE
101
1t
SLOPE
1/8"/ft.
1i
A1
1
LEVEL 1
0' - 0"
LEVEL 2
10' - 8"
LEVEL 3
21' - 4"
LIBRARY
CH202
LOBBY
CH113
OFFICE
CH110
UNIT A1
217
UNIT A1
317
UNIT B1
319
A10.3
11
Sim
FOR CONSTRUCTION
OR RECORDING
SCHEMATIC NOT
A R C H I T E C T U R E. P L A N N I N G.
L A N D S C A P E A R C H I T E C T U R E.
+
CRITICAL THINKING / CREATIVE DESIGN
ASSOCIATES
TODD
4019 N. 44TH ST. / PHOENIX, AZ 85018
602 - 952 - 8280 / TODDASSOC.COM
Copyright 2021 Todd & Associates, Inc.
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f
PROJECT
NO.
CLIENT
SEAL
CONTACT
DATA
"PROMPT PAYMENT NOTICE"
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properties. There are 5 options, make the option you
want visible and make sure the rest are unchecked.
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Proj Mgr.
Dwn By:
Rev.
Date:
Description:
Rev.
PHASE
22-2015-00
GLENDALE
SENIOR
APARTMENTS
WALL SECTIONS
A4.3.3
MERCY HOUSING
6515 W. MARYLAND AVE.
GLENDALE, AZ 85301
(623)-937-0418
09/19/22
100% DD Set
Design Development
Author
1/2" = 1'-0"
1
WALL SECTION 7 - LOBBY/LIBRARY
SD
N
SEE DRAWING A0.1 FOR ADDITIONAL SYMBOLS
KEYNOTES
GENERAL NOTES
SYMBOLS
KEYMAP
CEILING HEIGHT / FINISH INDICATOR:
INDICATES CEILING HEIGHT
INDICATES CEILING TYPE
CEILING TYPES:
A=SUSPENDED ACOUSTICAL CEILING SYSTEM
B= GYPSUM BOARD CEILING
C=SLAT WOOD CEILING
D=EXTERIOR SOFFIT WITH PAINT
E= EXTERIOR SOFFIT WITH STUCCO
DIRECTIONAL LIGHT FIXTURE, REFER TO
ELECTRICAL
RECESSED CAN LIGHT, REFER TO ELECTRICAL
WALL SCONCE:
REFER TO ELECTRICAL AND
INTERIOR DESIGN DRAWINGS
EXIT SIGN: REFER TO ELECTRICAL
2'X4' LAY-IN LIGHT FIXTURE: REFER TO
ELECTRICAL
WALL MOUNTED LIGHT FIXTURE:
REFER TO ELECTRICAL
SUPPLY AIR: REFER TO MECHANICAL
EXHAUST AIR: REFER TO MECHANICAL
RETURN AIR: REFER TO MECHANICAL
SMOKE DETECTOR - REFER TO ELECTRICAL
CEILING FAN/LIGHT KIT, WITH DUAL
SWITCH - REFER TO ELECTRICAL AND
INTERIOR DESIGN DRAWINGS
4' SUSPENDED LIGHT FIXTURE: REFER TO
ELECTRICAL
1t
11'-0"
2'X2' LAY-IN LIGHT FIXTURE: REFER TO
ELECTRICAL
CEILING MOUNTED LIGHT FIXTURE, SEE
INTERIOR DESIGN AND ELECTRICAL DRAWINGS
WALL MOUNTED EMERGENCY
LIGHT: REFER TO ELECTRICAL
1. SEE SHEET A6.1 SERIES FOR TYPICAL UNIT REFLECTED
CEILING PLAN
2. RECESSED LIGHT FIXTURES, FIRE SPRINKLER HEAD AND
MISCELLANEOUS EQUIPMENT ARE TO BE CENTERED
WITHIN THE ACOUSTICAL CEILING TILE, UNO
3. CEILING FIXTURES, COORDINATE WITH ELECTRICAL,
MECHANICAL, INTERIOR DESIGN DRAWINGS AND FIRE
PROTECTION DRAWINGS, UNO
4. LIGHT FIXTURES SHOWN ON REFLECTED CEILING PLAN
ARE FOR REFERENCE ONLY, COORDINATE WITH
ELECTRICAL AND INTERIOR DESIGN DRAWINGS
5. ALL SOFFITS TO BE PAINTED
1-1
1-1
1-2
1-2
1-3
1-3
1-4
1-6
1-7
1-8
1-5
1-9
1-9
1-10
1-10
1-11
1-11
1-A
1-A
1-C
1-E
1-B
1-D
1-G
1-G
1-H
1-H
1-I
1-I
1
A4.2.1
1
A4.2.1
2
A4.2.1
2
A4.2.1
3
A4.2.1
4
A4.3.1
2
A4.3.2
1-F
FOR CONSTRUCTION
OR RECORDING
SCHEMATIC NOT
A R C H I T E C T U R E. P L A N N I N G.
L A N D S C A P E A R C H I T E C T U R E.
+
CRITICAL THINKING / CREATIVE DESIGN
ASSOCIATES
TODD
4019 N. 44TH ST. / PHOENIX, AZ 85018
602 - 952 - 8280 / TODDASSOC.COM
Copyright 2021 Todd & Associates, Inc.
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f
PROJECT
NO.
CLIENT
SEAL
CONTACT
DATA
"PROMPT PAYMENT NOTICE"
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want visible and make sure the rest are unchecked.
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Proj Mgr.
Dwn By:
Rev.
Date:
Description:
Rev.
PHASE
22-2015-00
GLENDALE
SENIOR
APARTMENTS
LEVEL 1 RCPS
A5.1
MERCY HOUSING
6515 W. MARYLAND AVE.
GLENDALE, AZ 85301
(623)-937-0418
09/19/22
100% DD Set
Design Development
Author
3/32" = 1'-0"
1
LEVEL 1
Scale: 3/32" = 1'-0"
SD
1-1
1-1
1-2
1-2
1-3
1-3
1-4
1-6
1-7
1-8
1-5
1-9
1-9
1-10
1-10
1-11
1-11
1-A
1-A
1-C
1-E
1-B
1-D
1-G
1-G
1-H
1-H
1-I
1-I
1
A4.2.1
2
A4.2.1
2
A4.2.1
3
A4.2.1
4
A4.3.1
2
A4.3.2
1-F
N
SEE DRAWING A0.1 FOR ADDITIONAL SYMBOLS
KEYNOTES
GENERAL NOTES
SYMBOLS
KEYMAP
CEILING HEIGHT / FINISH INDICATOR:
INDICATES CEILING HEIGHT
INDICATES CEILING TYPE
CEILING TYPES:
A=SUSPENDED ACOUSTICAL CEILING SYSTEM
B= GYPSUM BOARD CEILING
C=SLAT WOOD CEILING
D=EXTERIOR SOFFIT WITH PAINT
E= EXTERIOR SOFFIT WITH STUCCO
DIRECTIONAL LIGHT FIXTURE, REFER TO
ELECTRICAL
RECESSED CAN LIGHT, REFER TO ELECTRICAL
WALL SCONCE:
REFER TO ELECTRICAL AND
INTERIOR DESIGN DRAWINGS
EXIT SIGN: REFER TO ELECTRICAL
2'X4' LAY-IN LIGHT FIXTURE: REFER TO
ELECTRICAL
WALL MOUNTED LIGHT FIXTURE:
REFER TO ELECTRICAL
SUPPLY AIR: REFER TO MECHANICAL
EXHAUST AIR: REFER TO MECHANICAL
RETURN AIR: REFER TO MECHANICAL
SMOKE DETECTOR - REFER TO ELECTRICAL
CEILING FAN/LIGHT KIT, WITH DUAL
SWITCH - REFER TO ELECTRICAL AND
INTERIOR DESIGN DRAWINGS
4' SUSPENDED LIGHT FIXTURE: REFER TO
ELECTRICAL
1t
11'-0"
2'X2' LAY-IN LIGHT FIXTURE: REFER TO
ELECTRICAL
CEILING MOUNTED LIGHT FIXTURE, SEE
INTERIOR DESIGN AND ELECTRICAL DRAWINGS
WALL MOUNTED EMERGENCY
LIGHT: REFER TO ELECTRICAL
1. SEE SHEET A6.1 SERIES FOR TYPICAL UNIT REFLECTED
CEILING PLAN
2. RECESSED LIGHT FIXTURES, FIRE SPRINKLER HEAD AND
MISCELLANEOUS EQUIPMENT ARE TO BE CENTERED
WITHIN THE ACOUSTICAL CEILING TILE, UNO
3. CEILING FIXTURES, COORDINATE WITH ELECTRICAL,
MECHANICAL, INTERIOR DESIGN DRAWINGS AND FIRE
PROTECTION DRAWINGS, UNO
4. LIGHT FIXTURES SHOWN ON REFLECTED CEILING PLAN
ARE FOR REFERENCE ONLY, COORDINATE WITH
ELECTRICAL AND INTERIOR DESIGN DRAWINGS
5. ALL SOFFITS TO BE PAINTED
FOR CONSTRUCTION
OR RECORDING
SCHEMATIC NOT
A R C H I T E C T U R E. P L A N N I N G.
L A N D S C A P E A R C H I T E C T U R E.
+
CRITICAL THINKING / CREATIVE DESIGN
ASSOCIATES
TODD
4019 N. 44TH ST. / PHOENIX, AZ 85018
602 - 952 - 8280 / TODDASSOC.COM
Copyright 2021 Todd & Associates, Inc.
p
f
PROJECT
NO.
CLIENT
SEAL
CONTACT
DATA
"PROMPT PAYMENT NOTICE"
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properties. There are 5 options, make the option you
want visible and make sure the rest are unchecked.
Also clear check box for instructions.
Proj Mgr.
Dwn By:
Rev.
Date:
Description:
Rev.
PHASE
22-2015-00
GLENDALE
SENIOR
APARTMENTS
LEVEL 2 RCPS
A5.2
MERCY HOUSING
6515 W. MARYLAND AVE.
GLENDALE, AZ 85301
(623)-937-0418
09/19/22
100% DD Set
Design Development
Author
3/32" = 1'-0"
1
LEVEL 2
Scale: 3/32" = 1'-0"
SD
1-1
1-1
1-2
1-2
1-3
1-3
1-4
1-6
1-7
1-8
1-5
1-9
1-9
1-10
1-10
1-11
1-11
1-A
1-A
1-C
1-E
1-B
1-D
1-G
1-G
1-H
1-H
1-I
1-I
1
A4.2.1
2
A4.2.1
2
A4.2.1
3
A4.2.1
4
A4.3.1
2
A4.3.2
1-F
N
SEE DRAWING A0.1 FOR ADDITIONAL SYMBOLS
KEYNOTES
GENERAL NOTES
SYMBOLS
KEYMAP
CEILING HEIGHT / FINISH INDICATOR:
INDICATES CEILING HEIGHT
INDICATES CEILING TYPE
CEILING TYPES:
A=SUSPENDED ACOUSTICAL CEILING SYSTEM
B= GYPSUM BOARD CEILING
C=SLAT WOOD CEILING
D=EXTERIOR SOFFIT WITH PAINT
E= EXTERIOR SOFFIT WITH STUCCO
DIRECTIONAL LIGHT FIXTURE, REFER TO
ELECTRICAL
RECESSED CAN LIGHT, REFER TO ELECTRICAL
WALL SCONCE:
REFER TO ELECTRICAL AND
INTERIOR DESIGN DRAWINGS
EXIT SIGN: REFER TO ELECTRICAL
2'X4' LAY-IN LIGHT FIXTURE: REFER TO
ELECTRICAL
WALL MOUNTED LIGHT FIXTURE:
REFER TO ELECTRICAL
SUPPLY AIR: REFER TO MECHANICAL
EXHAUST AIR: REFER TO MECHANICAL
RETURN AIR: REFER TO MECHANICAL
SMOKE DETECTOR - REFER TO ELECTRICAL
CEILING FAN/LIGHT KIT, WITH DUAL
SWITCH - REFER TO ELECTRICAL AND
INTERIOR DESIGN DRAWINGS
4' SUSPENDED LIGHT FIXTURE: REFER TO
ELECTRICAL
1t
11'-0"
2'X2' LAY-IN LIGHT FIXTURE: REFER TO
ELECTRICAL
CEILING MOUNTED LIGHT FIXTURE, SEE
INTERIOR DESIGN AND ELECTRICAL DRAWINGS
WALL MOUNTED EMERGENCY
LIGHT: REFER TO ELECTRICAL
1. SEE SHEET A6.1 SERIES FOR TYPICAL UNIT REFLECTED
CEILING PLAN
2. RECESSED LIGHT FIXTURES, FIRE SPRINKLER HEAD AND
MISCELLANEOUS EQUIPMENT ARE TO BE CENTERED
WITHIN THE ACOUSTICAL CEILING TILE, UNO
3. CEILING FIXTURES, COORDINATE WITH ELECTRICAL,
MECHANICAL, INTERIOR DESIGN DRAWINGS AND FIRE
PROTECTION DRAWINGS, UNO
4. LIGHT FIXTURES SHOWN ON REFLECTED CEILING PLAN
ARE FOR REFERENCE ONLY, COORDINATE WITH
ELECTRICAL AND INTERIOR DESIGN DRAWINGS
5. ALL SOFFITS TO BE PAINTED
FOR CONSTRUCTION
OR RECORDING
SCHEMATIC NOT
A R C H I T E C T U R E. P L A N N I N G.
L A N D S C A P E A R C H I T E C T U R E.
+
CRITICAL THINKING / CREATIVE DESIGN
ASSOCIATES
TODD
4019 N. 44TH ST. / PHOENIX, AZ 85018
602 - 952 - 8280 / TODDASSOC.COM
Copyright 2021 Todd & Associates, Inc.
p
f
PROJECT
NO.
CLIENT
SEAL
CONTACT
DATA
"PROMPT PAYMENT NOTICE"
Choose Appropriate Option from the Titleblock
properties. There are 5 options, make the option you
want visible and make sure the rest are unchecked.
Also clear check box for instructions.
Proj Mgr.
Dwn By:
Rev.
Date:
Description:
Rev.
PHASE
22-2015-00
GLENDALE
SENIOR
APARTMENTS
LEVEL 3 RCPS
A5.3
MERCY HOUSING
6515 W. MARYLAND AVE.
GLENDALE, AZ 85301
(623)-937-0418
09/19/22
100% DD Set
Design Development
Author
3/32" = 1'-0"
1
LEVEL 3
Scale: 3/32" = 1'-0"
SD
1-1
1-1
1-2
1-2
1-3
1-3
1-4
1-6
1-7
1-8
1-5
1-9
1-9
1-10
1-10
1-11
1-11
1-A
1-A
1-C
1-E
1-B
1-D
1-G
1-G
1-H
1-H
1-I
1-I
1
A4.2.1
1
A4.2.1
2
A4.2.1
2
A4.2.1
3
A4.2.1
3
A4.2.1
4
A4.3.1
2
A4.3.2
1-F
N
SEE DRAWING A0.1 FOR ADDITIONAL SYMBOLS
KEYNOTES
GENERAL NOTES
SYMBOLS
KEYMAP
CEILING HEIGHT / FINISH INDICATOR:
INDICATES CEILING HEIGHT
INDICATES CEILING TYPE
CEILING TYPES:
A=SUSPENDED ACOUSTICAL CEILING SYSTEM
B= GYPSUM BOARD CEILING
C=SLAT WOOD CEILING
D=EXTERIOR SOFFIT WITH PAINT
E= EXTERIOR SOFFIT WITH STUCCO
DIRECTIONAL LIGHT FIXTURE, REFER TO
ELECTRICAL
RECESSED CAN LIGHT, REFER TO ELECTRICAL
WALL SCONCE:
REFER TO ELECTRICAL AND
INTERIOR DESIGN DRAWINGS
EXIT SIGN: REFER TO ELECTRICAL
2'X4' LAY-IN LIGHT FIXTURE: REFER TO
ELECTRICAL
WALL MOUNTED LIGHT FIXTURE:
REFER TO ELECTRICAL
SUPPLY AIR: REFER TO MECHANICAL
EXHAUST AIR: REFER TO MECHANICAL
RETURN AIR: REFER TO MECHANICAL
SMOKE DETECTOR - REFER TO ELECTRICAL
CEILING FAN/LIGHT KIT, WITH DUAL
SWITCH - REFER TO ELECTRICAL AND
INTERIOR DESIGN DRAWINGS
4' SUSPENDED LIGHT FIXTURE: REFER TO
ELECTRICAL
1t
11'-0"
2'X2' LAY-IN LIGHT FIXTURE: REFER TO
ELECTRICAL
CEILING MOUNTED LIGHT FIXTURE, SEE
INTERIOR DESIGN AND ELECTRICAL DRAWINGS
WALL MOUNTED EMERGENCY
LIGHT: REFER TO ELECTRICAL
1. SEE SHEET A6.1 SERIES FOR TYPICAL UNIT REFLECTED
CEILING PLAN
2. RECESSED LIGHT FIXTURES, FIRE SPRINKLER HEAD AND
MISCELLANEOUS EQUIPMENT ARE TO BE CENTERED
WITHIN THE ACOUSTICAL CEILING TILE, UNO
3. CEILING FIXTURES, COORDINATE WITH ELECTRICAL,
MECHANICAL, INTERIOR DESIGN DRAWINGS AND FIRE
PROTECTION DRAWINGS, UNO
4. LIGHT FIXTURES SHOWN ON REFLECTED CEILING PLAN
ARE FOR REFERENCE ONLY, COORDINATE WITH
ELECTRICAL AND INTERIOR DESIGN DRAWINGS
5. ALL SOFFITS TO BE PAINTED
FOR CONSTRUCTION
OR RECORDING
SCHEMATIC NOT
A R C H I T E C T U R E. P L A N N I N G.
L A N D S C A P E A R C H I T E C T U R E.
+
CRITICAL THINKING / CREATIVE DESIGN
ASSOCIATES
TODD
4019 N. 44TH ST. / PHOENIX, AZ 85018
602 - 952 - 8280 / TODDASSOC.COM
Copyright 2021 Todd & Associates, Inc.
p
f
PROJECT
NO.
CLIENT
SEAL
CONTACT
DATA
"PROMPT PAYMENT NOTICE"
Choose Appropriate Option from the Titleblock
properties. There are 5 options, make the option you
want visible and make sure the rest are unchecked.
Also clear check box for instructions.
Proj Mgr.
Dwn By:
Rev.
Date:
Description:
Rev.
PHASE
22-2015-00
GLENDALE
SENIOR
APARTMENTS
LEVEL 4 RCPS
A5.4
MERCY HOUSING
6515 W. MARYLAND AVE.
GLENDALE, AZ 85301
(623)-937-0418
09/19/22
100% DD Set
Design Development
Author
3/32" = 1'-0"
1
LEVEL 4
Scale: 3/32" = 1'-0"
1'-0"
5/8" GYP. BD. ON METAL STUDS
@ 16" O.C.
UPPER CABINET CASEWORK- PROVIDE
BLOCKING AS NEEDED
PARTITION - SEE PLANS FOR TYPE
ATTACH CABINET TO CLEAT
1'-0 1/2"
T. O. CABINET
BOTT. OF FIN.
FLOOR / CEILING ABOVE
1'-0"
5/8" GYP. BD. ON METAL
STUDS @ 16" O.C.
UPPER CABINET CASEWORK-
PROVIDE BLOCKING AS
NEEDED
PARTITION - SEE PLANS FOR
TYPE
ATTACH CABINET TO CLEAT
1'-0 1/2"
T. O. CABINET
BOTT. OF FIN.
FLOOR / CEILING ABOVE
REFRIGERATOR PER PLANS
B.O. CABINET
PER PLANS
1'-0"
PER PLANS
CEILING HEIGHT
PER RCP PLAN
5/8" TYPE 'X' GYP. BD. OVER
MTL. STUDS @ 16" O.C.
BOTT. OF FIN.
FLOOR / CEILING ABOVE
PARTITION - SEE PLANS FOR TYPE
5/8" GYP. BD. OVER MTL.
STUDS @ 16" O.C.
CEILING HEIGHT
PER RCP PLAN
TO FACE OF STUD
8" FACE OF STUD
LIGHT FIXTURE
PER ELECTRICAL
5/8" GYP. BD. OVER
MTL. STUDS @ 16" O.C.
FOR DIMENSIONS
SEE PLANS
CEILING HEIGHT
PER RCP PLAN
5/8" TYPE 'X' GYP. BD. OVER
MTL. STUDS @ 16" O.C.
BOTT. OF FIN.
FLOOR / CEILING ABOVE
CEILING HEIGHT
PER RCP PLAN
CEILING HEIGHT
PER RCP PLAN
PER PLAN
5/8" TYPE 'X' GYP. BD. OVER
MTL. STUDS @ 16" O.C.
5/8" TYPE 'X' GYP. BD. OVER
MTL. STUDS @ 16" O.C.
BOTT. OF FIN.
FLOOR / CEILING ABOVE
1'-1" CLEAR
WALL PER PLANS, WHERE
OCCURS
STUCCO SYSTEM PER
SPECIFICATIONS
#12 SCREED DRIP
SMOOTH STUCCO
FASCIA
SELF-ADHERED
MEMBRANE WRAPS
CORNER
PER PLAN
A10.0
6
Sim
FOR CONSTRUCTION
OR RECORDING
SCHEMATIC NOT
A R C H I T E C T U R E. P L A N N I N G.
L A N D S C A P E A R C H I T E C T U R E.
+
CRITICAL THINKING / CREATIVE DESIGN
ASSOCIATES
TODD
4019 N. 44TH ST. / PHOENIX, AZ 85018
602 - 952 - 8280 / TODDASSOC.COM
Copyright 2021 Todd & Associates, Inc.
p
f
PROJECT
NO.
CLIENT
SEAL
CONTACT
DATA
"PROMPT PAYMENT NOTICE"
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want visible and make sure the rest are unchecked.
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Proj Mgr.
Dwn By:
Rev.
Date:
Description:
Rev.
PHASE
22-2015-00
GLENDALE
SENIOR
APARTMENTS
REFLECTED CEILING
DETAILS
A5.5
MERCY HOUSING
6515 W. MARYLAND AVE.
GLENDALE, AZ 85301
(623)-937-0418
09/19/22
100% DD Set
Design Development
MA
1 1/2" = 1'-0"
2
UNIT UPPER CABINET @ 1st FLOOR
1 1/2" = 1'-0"
3
UNIT UPPER CABINET OVER REFRIGERATOR 1st
FLOOR
1" = 1'-0"
4
RCP @ UNIT VANITY
1" = 1'-0"
5
LIGHT COVE DETAIL
1" = 1'-0"
1
MECHANICAL DROP
1" = 1'-0"
6
MECHANICAL DROP
1 1/2" = 1'-0"
7
FASCIA - STUCCO
48" MAX. TO
DISPENSER
DISPENSER
PAPER TOWEL
RECESSED
DISPOSAL
DISPENSER/
PAPER TOWEL
36" GRAB BAR
42" GRAB BAR
TISSUE HOLDER
DOUBLE TOILET
HEAVY DUTY
WALL MOUNTED
SOAP DISPENSER
/ HAND SANITIZER
MIRROR
MIRROR
W/ SHELF
BAR
TOWEL
HOOK
COAT
BAR
GRAB
HOLDER
TISSUE
RECESSED
FACIAL
CONTINUOUS
VENDOR
FEMININE
NAPKIN
DOUBLE
24"
SEAT COVER
DISPENSER
SINGLE
RECESSED
BAR
TOWEL
HOLDER
TISSUE
TOILET
RECESSED
18"
SIDE BY SIDE
DUAL SEAT COVER
MOUNTED
- PARTITION
DISPENSER
- PARTITION
MOUNTED
FEMININE
DISPOSAL
NAPKIN
- WALL
MOUNTED
FEMININE
DISPOSAL
NAPKIN
EMERGENCY LIGHT
DATA
TV
TELEPHONE
OUTLET
MINI-HORN
SWITCH
HORN/STROBE
DETECTOR
DOORBELL
INDICATOR
VISUAL
SMOKE
CEILING
DATA
CLOSET
& SHELF
HANGER ROD
ACCESSIBLE
CLOSET
& SHELF
HANGER ROD
OR
THERMOSTAT
L
C
L
C
*
12" MIN.
8-1/2"
17"
(Latch approach only)
SIZE AND SPACING OF HAND RAI AND GRAB BARS
TOILET ACCESSORIES
INTERNATIONAL SYMBOLS
OF ACCESSIBILITY
INTERNATIONAL SYMBOL
DISPLAY CONDITIONS
ACCESS FOR HEARING LOSS
INTERNATIONAL SYMBOL OF
OF ACCESSIBILITY
INTERNATIONAL SYMBOL
PROPORTIONS
INTERNATIONAL TDD SYMBOL
PUBLIC TOILETS
RECESSED MTD. AT
TLT. PAPER HLDR.
AT G.R.'S
RECESSED
DOUBLE ROLL
ACCESSORIES / ACCESSIBILITY GUIDELINES & STANDARDS (PUBLIC RESTROOMS)
ACCESSIBLE TOILET
GRAB BAR
CLEAR FLOOR SPACE AT WATER CLOSETS
SPACE
FLOOR
CLEAR
LAV
SOAP
DISPENCER /
HAND
SANITIZER
SURFACE
MOUNTED
TOWEL DISP./
RECESSED
WASTE RECEP.
SAN. NAPKIN
RECESSED
DISPENSER
WALL
MIRROR
SURFACE
MOUNTED
ACCESSIBLE URINAL
CLEAR FLOOR
SPACE AT LAVATORIES
LAVATORY CLEARANCES
Knee
Clearance:
Depth:
Toe
Clearance:
Clear
Floor
Space
ACCESSIBLE HIGH-LOW WATER COOLER
*
STANDARD SECTION @
WASH FOUNTAIN
NOTE: SEE SPECIFICATIONS FOR CHILDREN TOILETS BELOW
HAND RAIL
CLEAR
FLOOR
SPACE
The specific sections of ADAAG / ICC A117.1-2003 ed. apply to all accessible site items:
1. Accessible route: ADAAG section 4.3 / ICC a117.1 section 403:
A. Width: shall be 36" minimum. an accessible route located in front of parking spaces
shall be 36" minimum in addition to the vehicle overhang which is 30" minimum.
B. Slope: the maximum slope of all accessible routes shall be 1:20 (5%). Slopes greater
than 1:20 are defined as a ramp and shall comply with ansi section 4.8. the maximum
cross slope of all accessible routes shall be 1:50 (2%).
C. The slope of all accessible routes shall be shown on the civil drawings.
2. Protruding objects:
A. Objects protruding from walls shall be in compliance with ADAAG 4.4.1 / ICC a117.1
section 307. headroom shall be 80 inches minimum clear.
3. Ground surface treatments:
A. Surface shall be stable, firm and slip resistant.
B. Changes in level up to 1/4" may be vertical and without edge treatment.
C. Changes in level between 1/4" and 1/2" shall be beveled with a slope no greater
than 1:2.
4. Curb ramps:
A. Curb ramps and curb ramp details shall be as shown on the architectural and Civil
drawings. See details on A1 Series and Civil drawings.
B. Curb ramps shall be provided wherever an accessible route crosses a curb. the slope of
curb ramps shall be 1:12 (8.33%) maximum. The Minimum width shall be 36" exclusive of flared
sides. surfaces shall be stable, firm and slip-resistant. If a curb ramp is located
where pedestrians must walk across the ramp, then it shall have flared sides: the
maximum slope of the flare shall be 1:12. curb ramps shall be located so that they do not
project into vehicular traffic lanes or into accessible parking space access aisles.
C. A curb ramp shall have a detectable warning texture extending the full width and
depth of the curb ramp, including any flares. Textures shall contrast with that of the
surrounding surface. a typical acceptable texture is "scored" concrete.
Accessiblity Notes for Site Plan
34"
34"
34"
24"
3"
12"
4"
6'-0"
40"
24"
40"
To Controls
48" - 54"
34"
40"
40"
16"
20"
48"
80"
80"
9"
80"
80"
54"
38" Max.
38"
Varies
24"
38"
38" Max.
28"
36"
4"
4'-0" Max.
5'-0"
5'-7"
18"
38" Max.
54" (ACC)
66" (Typ.)
54" (ACC.)
60" (Typ.)
Clear
30" Min.
17" Max to Rim
8 1/2"
8 1/2"
40"
31"
34"
36" Max.
12"
42"
54" Min.
17" - 19"
19"
Min.
7" - 9"
36" Min.
18"
Where space
permits, extend grab
bar on transfer side
33"- 36"
30"
Min.
17"- 19"
48" Min.
Clearances and controls to
comply with ADA 3.1.3(10) &
4.1.5
19" Max.
17" Min.
8" Min.
11" Min.
6" Max.
9" Min.
2'-3" Min.
3'-0" Max.
760
30" Min.
485
19"
Max.
1220
48" Min.
430
17"
Min.
1525
60" Min.
56"
Min. Clear
1065
42" Min.
455
18"
1-1/2" Max.
1/4"
Min.
1-1/2"
Min.
1525
60"
Min.
66"
Min. Clear
Clear
Floor
Space
Clear
Floor
Space
455
18" Min.
1525
60"
Min.
48"
(Other)
60" Min. Clear
(Wall Mount)
66" Min. Clear
(Floor Mount)
42"
Min.
965
38"
Max.
865
34"
Max.
735
29"
Min.
685
27"
Min.
230
9"
Min.
150
6"
Max.
205
Min.
8"
430
17"
Min.
Wrap exposed pipes
w/ insulating material
Dispenser
48" Max. to
4'-0" Max.
4"
1'-0"
3"
6" from wall
Metal Blocking
Metal Blocking
12" from wall
Min.
1'-9"
2'-6"
455
18" Min.
39" - 41"
39" - 41"
18"Min
A
B
C
D
VANITY
MIRROR
SURFACE
MOUNTED
PAPERTOWEL
DISPENSER
3'-4"
1 1/2"
Min.
Wall Connection
at end of handrail
(Beyond)
Intermediate Connection
at 4'-0" O.C.
5 1/2" Max.
2" Max.
1 1/2"
Min.
PROTUDING DISPENSER ABOVE /
BELOW GRAB BAR
REFER TO FIGURE 604.7
7" -9"
1 1/2" MIN.
18"
48" MAX.
12" MIN.
42" MAX.
24" MIN.
36" MAX
24" MIN.
PROTRUDING
DISPENSER
18" MIN.
48" MAX.
42" MAX.
24" MIN.
36" MAX
RECESSED DISPENSER
(a) ELEVATION
CONTROL
END WALL
BACK WALL
HEAD
END
WALL
(b) PLAN
BACK
WALL
HEAD
END
WALL
(a) ELEVATION
(b) PLAN
WITH
PERMANENT SEAT
WITHOUT
PERMANENT SEAT
REFER TO FIGURES 607.4.1 & 607.4.2
ICC 8" -10"
9"
MIN.
18"
3"-6"
33"- 36"
18" MIN.
3"-6"
33"- 36"
9"
15" MAX.
12" MAX.
4" MAX.
24" MIN.
CONTROL
END WALL
24" MIN.
12" MAX.
24" MIN.
24" MAX.
MIN.
12"
4" MAX.
CONTROL
END
WALL
REFER TO FIGURE 607.5
HATCH AREA DENOTES
CONTROL LOCATION
NOTE:
CONTROLS SHALL BE PROVIDED ON THE CONTROL END WALL,
LOCATED BETWEEN THE BATHTUB RIM AND GRAB BAR, AND
BETWEEN THE OPEN SIDE OF THE BATHTUB AND THE MIDPOINT OF
THE WIDTH OF THE TUB.
FOR HAND SHOWERS REFER TO SECTION 607.6
PROVIDE A HAND SHOWER w/ 54" HOSE MOUNTED ON A
VERTICAL BAR.
1.
2.
BACK
WALL
SEAT
WALL
CONTROL
WALL
NOTE: GRAB BARS SHALL BE PERMITTED TO BE SEPARATE BARS,
A SINGLE PIECE BAR, OR A COMBINATION THEREOF
PLAN
REFER TO FIGURE 608.3.1
4" MAX.
18"
CONTROL
WALL
18" MIN.
3"- 6"
33"- 36"
ELEVATION
SIDE
WALL
BACK
WALL
END
WALL
SEAT
WALL
REFER TO FIGURE 608.2.3
36"
24" -36"
36" MIN.
60" MIN.
PROVIDE A HAND SHOWER w/ 54" HOSE
MOUNTED ON A VERTICAL BAR.
1.
(b) WITH SEAT
(ELEVATION)
(a) WITH SEAT
(ELEVATION)
BACK WALL
(c) WITH SEAT
(PLAN)
SEAT WALL
BACK
WALL
END WALL
END
WALL
SIDE WALL
SEAT
REFER TO FIGURE 608.4.3
27" MAX.
38" MIN.
48" MAX.
15" MAX.
38" MIN.
48" MAX.
NOTE:
PROVIDE A HAND SHOWER w/ 54" HOSE MOUNTED ON A
VERTICAL BAR.
1.
(a) RECTANGULAR SEAT
(b) L-SHAPED SEAT
NOTE: ALL SHOWER COMPARTMENT SEATS SHALL BE A FOLDING TYPE
AND SHALL BE ON THE WALL ADJACENT TO THE CONTROLS
REFER TO FIGURES 610.3.1 & 610.3.2
MAX.
2 1/2"
3" MAX.
1 1/2" MAX.
15"- 16"
22"- 23"
MAX.
2 1/2"
15"- 16"
3" MAX.
1 1/2" MAX.
14"-15"
END WALL
BACK WALL
END WALL
SIDE WALL
BACK WALL
END WALL
SEAT WALL
ALTERNATE ROLL- IN TYPE SHOWERS
WITH SEAT
STANDARD ROLL- IN TYPE SHOWERS
6" MAX.
6" MAX.
6" MAX.
6" MAX.
6" MAX.
REFER TO FIGURE 608.3.2 & 608.3.3
TRANSFER-TYPE SHOWER
CONTROL
WALL
STANDARD ROLL-IN-TYPE SHOWER
WITH SEAT
BACK WALL
38" MIN.
48" MAX.
15" MAX.
2' - 3 37/256" MAX.
ABOVE GRAB BAR
3' - 2 1/4" MIN.
48" MAX.
REFER TO FIGURE 608.4.1 & 608.4.2
16" MIN.
PROVIDE A HAND SHOWER w/ 54" HOSE
MOUNTED ON A VERTICAL BAR.
1.
REFER TO FIGURE 604.9.2
(b)
FLOOR-MOUNTED WATER CLOSET -
ADULT WALL-HUNG AND FLOOR-
MOUNTED CHILDREN'S WATER CLOSET
(a)
WALL-HUNG WATER
CLOSET - ADULT
ICC 60" MIN.
64"
ICC 60" MIN.
64"
ICC 56" MIN.
60"
ICC 59" MIN.
63"
SIDE WALL GRAB BAR FOR
WATER CLOSET
REAR WALL GRAB BAR FOR
WATER CLOSET
NOTE: GRAB BARS ARE REQUIRED TO BE
INSTALLED PER SECTION 1002.11
36" MIN.
24" MIN.
12" MIN.
33"-66"
39"- 41"
18" MIN.
FIN. CLR.
12" MAX.
42" MIN.
39"- 41"
54" MIN.
REFER TO FIGURES 604.5.1, 604.5.2
33"-36"
FOR CONSTRUCTION
OR RECORDING
SCHEMATIC NOT
A R C H I T E C T U R E. P L A N N I N G.
L A N D S C A P E A R C H I T E C T U R E.
+
CRITICAL THINKING / CREATIVE DESIGN
ASSOCIATES
TODD
4019 N. 44TH ST. / PHOENIX, AZ 85018
602 - 952 - 8280 / TODDASSOC.COM
Copyright 2021 Todd & Associates, Inc.
p
f
PROJECT
NO.
CLIENT
SEAL
CONTACT
DATA
"PROMPT PAYMENT NOTICE"
Choose Appropriate Option from the Titleblock
properties. There are 5 options, make the option you
want visible and make sure the rest are unchecked.
Also clear check box for instructions.
Proj Mgr.
Dwn By:
Rev.
Date:
Description:
Rev.
PHASE
22-2015-00
GLENDALE
SENIOR
APARTMENTS
ACCESSIBILITY
NOTES / DETAILS /
MOUNTING
HEIGHTS
A6.0.1
MERCY HOUSING
6515 W. MARYLAND AVE.
GLENDALE, AZ 85301
(623)-937-0418
09/19/22
100% DD Set
Design Development
RE
Scale: N.T.S.
11 Typical Commercial ADA Details
1/2" = 1'-0"
4
DISPENSER LOCATION
1/4" = 1'-0"
8
GRAB BARS FOR BATHTUBS
1/2" = 1'-0"
12 LOCATION OF BATHROOM CONTROLS
1/2" = 1'-0"
1
GRAB BARS IN TRANSFER-TYPE SHOWERS
1/2" = 1'-0"
2
ALTERNATE ROLL-IN TYPE SHOWER COMPARTMENT
SIZE AND CLEARANCE
1/4" = 1'-0"
3
ALTERNATE ROLL-IN TYPE SHOWER CONTROL &
HANDSHOWER LOCATION
1/2" = 1'-0"
5
SHOWER COMPARTMENT SEATS
1/4" = 1'-0"
6
GRAB BARS IN ROLL - IN - TYPE SHOWERS
1/4" = 1'-0"
7
CONTROLS AND HANDSHOWER LOCATIONS
1/4" = 1'-0"
9
WHEEL CHAIR ACCESSIBLE TOILET COMPARTMENTS
1/4" = 1'-0"
10 GRAB BARS FOR WATER CLOSET
REAR WALL REINFORCEMENT
FOR WATER CLOSET GRAB BAR
SIDE WALL REINFORCEMENT
FOR WATER CLOSET GRAB BAR
32" MAX.
38" MIN.
32" MAX.
38" MIN.
56" MIN.
26" MIN.
14" MIN.
40" MIN.
REFER TO SECTION1003.11.1 EXCEPT. 3 VERT. GRAB BAR NOT REQ.
SIDE WALL GRAB BAR FOR
WATER CLOSET
REAR WALL GRAB BAR FOR
WATER CLOSET
1003.11.1 REINFORCEMENT SHALL BE
PROVIDED FOR FUTURE INSTALLATION OF
GRAB BARS.
1003.11.1 EXCEPTION 3 - VERTICAL GRAB
BAR COMPONENT IS NOT REQUIRED
REFER TO SECTION 1003.11.1 & FIGURES 604.5.1 & 604.5.2
24" MIN.
MIN.
12"
36" MIN.
REAR GRAB SHALL BE
PERMITTED TO BE 24" MIN. IN
LENGTH PER SECTION 604.5.2
EXCEPTION 2
FIN. CLR.
12" MAX.
42" MIN.
54" MIN.
33"- 36"
33"- 36"
LOCATION OF GRAB BAR REINFORCEMENTS
FOR TYPE 'A' UNIT STANDARD ROLL-IN SHOWER
LOCATION OF GRAB BAR REINFORCEMENTS
FOR TYPE 'A' UNIT BATHUBS WITHOUT PERM. SEAT
BACK WALL
SEAT WALL
CONTROL WALL
BACK WALL
HEAD END WALL
END WALL
32" MAX.
32" MAX.
32" MAX.
38" MIN.
14" MIN.
24" MIN.
26" MIN.
32" MAX.
38" MIN.
38" MIN.
38" MIN.
6" MIN.
REFER TO SECTION 1003.11.1 & 608.3.2 & 609
6" MAX.
6" MAX.
FOLDING
SEAT
16"
6"
38" MIN.
1003.11.1 REINFORCEMENT SHALL BE PROVIDED FOR FUTURE INSTALLATION
OF
GRAB BARS.
1003.11.1 EXCEPTION 3 - VERTICAL GRAB BAR COMPONENT IS NOT REQUIRED
REFER TO SECTION 1003.11.1 & 607.4
(a) ELEVATION
CONTROL
END WALL
BACK WALL
HEAD
END
WALL
(b) PLAN
BACK
WALL
HEAD
END
WALL
(a) ELEVATION
(b) PLAN
CONTROL
END WALL
WITH
PERMANENT SEAT
WITHOUT
PERMANENT SEAT
REFER TO FIGURES 607.4.1 & 607.4.2
MIN.
18"
3"- 6"
33"- 36"
8" - 10"
MIN.
18"
3"- 6"
33"- 36"
8" - 10"
15" MAX.
12" MAX.
24" MIN.
4"
MAX.
4"
MAX.
24" MIN.
12" MAX
24" MIN.
24" MAX.
MIN.
12"
PER 1003.11.1. GRAB BARS ARE NOT REQ. TO BE INSTALLED WHERE
REINFORCEMENT IS INSTALLED.
CONTROL
END
WALL
REFER TO FIGURE 607.5
HATCH AREA DENOTES
CONTROL LOCATION
NOTE:
CONTROLS SHALL BE PROVIDED ON THE CONTROL END WALL,
LOCATED BETWEEN THE BATHTUB RIM AND GRAB BAR, AND
BETWEEN THE OPEN SIDE OF THE BATHTUB AND THE MIDPOINT OF
THE WIDTH OF THE TUB.
FOR HAND SHOWERS REFER TO SECTION 607.6
PROVIDE A HAND SHOWER w/ 54" HOSE MOUNTED ON A
VERTICAL BAR.
1.
2.
CONTROL
WALL
SEAT
WALL
TRANSFER SHOWER WITH PRIVACY ALCOVE
TRANSFER-TYPE SHOWER
COMPARTMENT SIZE AND
CLEARANCES
REFER TO FIGURES 608.2.1 & C608.2.1.2 COMMENTARY
NOTE:
PROVIDE A FOLD
DOWN SEAT
36"
36"
36"
36"
50" MIN.
ICC 48" MIN.
64" MIN.
ICC 60" MIN
ICC 36" MIN.
38" MIN.
ICC 36" MIN.
ICC 48" MIN.
50" MIN.
38" MIN.
BACK WALL
36"
36"
ICC 36" MIN.
38" MIN.
ICC 48" MIN.
50" MIN.
64" MIN.
ICC 60" MIN.
BACK
WALL
SEAT
WAL
L
CONTRO
L
WALL
NOTE: GRAB BARS SHALL BE PERMITTED TO BE SEPARATE BARS,
A SINGLE PIECE BAR, OR A COMBINATION THEREOF
PLAN
ELEVATION
REFER TO FIGURE 608.3.1
18"
4" MAX.
CONTROL WALL
ICC
3"- 6" MAX.
ICC
18" MIN.
33"- 36" MAX.
ICC 4" MAX.
SIDE
WALL
BACK
WALL
SIDE
WALL
TRANSFER TO SEAT
REFER TO FIGURES 1003.11.2.5.2, 608.2.2 & C608.2.2(a) COMMENTARY
62" MIN.
ICC 60" MIN.
MIN.
ICC 30"
32" MIN.
30" MIN.
FOLDING SEAT
SIDE WALL
BACK WALL
END WALL
SEAT
WALL
REFER TO FIGURE 608.2.3
24" -36"
38"
ICC 36" MIN.
62"
ANSI 60" MIN.
ICC 36"
FOLDING
SEAT
END
WALL
BACK
WALL
END
WALL
WITH SEAT
STANDARD ROLL-IN TYPE SHOWERS
ALTERNATE ROLL-IN TYPE SHOWERS
SIDE
WALL
BACK WALL
END
WALL
SEAT
WALL
REFER TO FIGURES 608.3.2 & 608.3.3
ICC 6" MAX.
ICC 6" MAX.
ICC 6" MAX.
ANSI 6" MAX.
ICC 6" MAX.
16" MAX.
FOLDING SEAT
TRANSFER-TYPE SHOWER
CONTROL
WALL
STANDARD ROLL-IN-TYPE SHOWER
WITH SEAT
BACK
WALL
NOTE:
REFER TO SECTION 608.6 FOR HAND SHOWERS
PROVIDE A HAND SHOWER w/ 54" HOSE MOUNTED ON
A VERTICAL BAR.
REFER TO FIGURES 608.4.1 & 608.4.2
ABOVE GRAB BAR
38" MIN.
48" MAX.
27" MAX.
15" MAX.
38" MIN.
48" MAX.
16" MIN.
1.
2.
(b) WITH SEAT (ELEVATION)
(a) WITH SEAT
(ELEVATION)
BACK WALL
(c) WITH SEAT
(PLAN)
SEAT WALL
BACK
WALL
END WALL
END WALL
SIDE WALL
SEAT
REFER TO FIGURE 608.4.3
15"
MAX.
38" MIN.
48" MAX.
38" MIN.
48" MAX.
27" MAX.
NOTE:
REFER TO SECTION 608.6 FOR HAND SHOWERS
PROVIDE A HAND SHOWER w/ 54" HOSE MOUNTED ON
A VERTICAL BAR.
1.
2.
(a) REMOVABLE
IN-TUB SEAT
(b) PERMANENT SEAT
HEAD
END
WALL
REFER TO FIGURE 610.2
15"- 16"
17" -19"
17" -19"
15" MIN.
RECTANGULAR SEAT
L-SHAPED SEAT
NOTE: A SHOWER SEAT IS NOT REQUIRED TO BE
INSTALLED PER SECTION 608.4 EXCEPTION 2.
REFER TO FIGURES 610.3.1 & 610.3.2
1 1/2" MAX.
15"- 16"
MAX.
2 1/2"
3" MAX.
22"- 23"
3" MAX.
MAX.
1 1/2"
14"- 15"
MAX.
2 1/2"
15"- 16"
(b) T- SHAPED
(a) CIRCULAR
BASE
ARM
ARM
REFER TO FIGURE 304.3
(ICC 60" MIN.)
64" MIN.
(ICC 60" MIN.)
64" MIN.
(ICC 60" MIN.)
64" MIN.
(ICC 12" MIN.)
13' MIN.
(ICC 36" MIN.)
38' MIN.
(ICC 12" MIN.)
13' MIN.
(ICC 36" MIN.)
38" MIN.
(ICC 24" MIN.)
26" MIN.
FOR CONSTRUCTION
OR RECORDING
SCHEMATIC NOT
A R C H I T E C T U R E. P L A N N I N G.
L A N D S C A P E A R C H I T E C T U R E.
+
CRITICAL THINKING / CREATIVE DESIGN
ASSOCIATES
TODD
4019 N. 44TH ST. / PHOENIX, AZ 85018
602 - 952 - 8280 / TODDASSOC.COM
Copyright 2021 Todd & Associates, Inc.
p
f
PROJECT
NO.
CLIENT
SEAL
CONTACT
DATA
"PROMPT PAYMENT NOTICE"
Choose Appropriate Option from the Titleblock
properties. There are 5 options, make the option you
want visible and make sure the rest are unchecked.
Also clear check box for instructions.
Proj Mgr.
Dwn By:
Rev.
Date:
Description:
Rev.
PHASE
22-2015-00
GLENDALE
SENIOR
APARTMENTS
TYPE 'A' DWELLING
UNIT
KITCHEN / BATHROOM /
LAUNDRY
A6.0.2
MERCY HOUSING
6515 W. MARYLAND AVE.
GLENDALE, AZ 85301
(623)-937-0418
09/19/22
100% DD Set
Design Development
Author
Scale: N.T.S.
3
TYPICAL REINFORCED WALL FOR GRAB BARS AT
WATER CLOSET
Scale: N.T.S.
4
GRAB BARS FOR WATER CLOSET
Scale: N.T.S.
6
TYPICAL REINFORCED WALL FOR GRAB BARS AT
TUB AND SHOWERS
Scale: N.T.S.
7
GRAB BARS FOR BATHTUBS
Scale: N.T.S.
8
LOCATION OF BATHTUB CONTROLS
Scale: N.T.S.
10 TRANSFER-TYPE SHOWERS
Scale: N.T.S.
11 GRAB BARS IN TRANSFER-TYPE SHOWERS
Scale: N.T.S.
5
STANDARD ROLL-IN TYPE SHOWER COMPARTMENT
SIZE AND CLEARANCE
Scale: N.T.S.
13
ALTERNATE ROLL-IN TYPE SHOWER COMPARTMENT
SIZE AND CLEARANCE
Scale: N.T.S.
9
GRAB BARS IN ROLL-IN-TYPE SHOWERS
Scale: N.T.S.
12 CONTROLS AND HANDSHOWER LOCATIONS
Scale: N.T.S.
14
ALTERNATE ROLL-IN TYPE SHOWER CONTROL &
HANDSHOWER LOCATION
Scale: N.T.S.
1
BATHTUB SEATS
1
Scale: N.T.S.
2
SHOWER COMPARTMENT SEATS
1/2" = 1'-0"
15 SIZE OF TURNING SPACE
REAR WALL REINFORCEMENT
FOR WATER CLOSET GRAB BAR
SIDE WALL REINFORCEMENT
FOR WATER CLOSET GRAB BAR
32" MAX.
38" MIN.
32" MAX.
38" MIN.
56" MIN.
26" MIN.
14" MIN.
40" MIN.
REFER TO SECTION 1004.11.1 EXCEPT. 2 VERT. GRAB BAR NOT REQ.
SIDE WALL GRAB BAR FOR
WATER CLOSET
REAR WALL GRAB BAR FOR
WATER CLOSET
1. PROVIDE REINFORCING FOR GRAB BARS
TO RESIST A VERTICAL OR HORIZONTAL
FORCE OF 250 POUNDS PER ICC 609.8.
2. VERTICAL GRAB BAR COMPONENT IS NOT REQUIRED PER
SECTION
1004.11.1 EXCEPTION 2.
REFER TO FIGURES 604.5.1 & 604.5.2
24" MIN.
MIN.
12"
36" MIN.
REAR GRAB SHALL BE
PERMITTED TO BE 24" MIN. IN
LENGTH PER SECTION 1004.11.1
EXCEPTION 3
FIN. CLR.
12" MAX.
42" MIN.
54" MIN.
33"- 36"
33"- 36"
GRAB BAR SHALL BE
PERMITTED TO BE 24" MIN. IN
LENGTH PER SECTION 1004.11.1
EXCEPTION 4
LOCATION OF GRAB BAR REINFORCEMENTS
FOR TYPE 'B' UNIT SHOWERS WITHOUT SEAT
GRAB BAR REINFORCEMENTS
FOR BATHUBS WITHOUT PERM. SEAT
BACK WALL
CONTROL WALL
BACK WALL
HEAD END WALL
CONTROL WALL
32" MAX.
32" MAX.
32" MAX.
38" MIN.
14" MIN.
26" MIN.
30" MIN.
32" MAX.
38" MIN.
38" MIN.
38" MIN.
6" MIN.
REFER TO FIGURES 607.4.2 & 608.3.2
6" MAX.
6" MAX.
REFER TO SECTION 1003.11.4 & 607.4
6" MAX.
38" MIN.
16"
BACK
WALL
SEAT
WAL
L
CONTRO
L
WALL
NOTE: GRAB BARS SHALL BE PERMITTED TO BE SEPARATE BARS,
A SINGLE PIECE BAR, OR A COMBINATION THEREOF
PLAN
ELEVATION
REFER TO FIGURE 608.3.1
18"
4" MAX.
CONTROL WALL
ICC
3"- 6" MAX.
ICC
18" MIN.
33"- 36" MAX.
ICC 4" MAX.
NOTE: PROVIDE REINFORCEMENT
FOR FUTURE SEAT
AT 36" X 36" TRANSFER TYPE SHOWER
COMPARTMENT ONLY
REFER TO FIGURES 608.3.2 & 608.3.3
END
WALL
BACK WALL
END
WALL
WITH SEAT
ALTERNATE ROLL-IN TYPE SHOWERS
SIDE
WALL
BACK WALL
END
WALL
SEAT
WALL
6" MAX.
6" MAX.
6" MAX.
6" MAX.
6" MAX.
(a) ELEVATION
CONTROL
END WALL
BACK WALL
HEAD
END
WALL
(b) PLAN
BACK
WALL
HEAD
END
WALL
(a) ELEVATION
(b) PLAN
CONTROL
END WALL
WITH
PERMANENT SEAT
WITHOUT
PERMANENT SEAT
REFER TO FIGURES 607.4.1 & 607.4.2
MIN.
18"
3"- 6"
33"- 36"
8" - 10"
MIN.
18"
3"- 6"
33"- 36"
8" - 10"
15" MAX.
12" MAX.
24" MIN.
4"
MAX.
4"
MAX.
24" MIN.
12" MAX
24" MIN.
24" MAX.
MIN.
12"
REFER TO FIGURE 1004.11.3.1.3.1 (Option A Bath)
(a) PARALLEL APPROACH BATHTUB
CONTROL
END WALL
BACK WALL
HEAD END
WALL
(b) PARALLEL APPROACH BATHTUB
CONTROL
END
WALL
BACK WALL
HEAD END
WALL
LAVATORY
COMPLYING
WITH SECTION
606
ICC 48" MIN.
50"
32"
ICC
30" MIN.
LAVATORY
COMPLYING WITH
SECTION
1004.11.3.1.1
62"
ICC 60" MIN.
32"
ICC
30" MIN.
REFER TO FIGURES 1004.11.3.1.3.2 (Option A Bath) & C 1004.11.3.1.3.2 COMMENTARY
FORWARD APPROACH BATHTUB
CONTROL
END
WALL
BACK WALL
HEAD END
WALL
FORWARD APPROACH BATHTUB (PERMITTED OVERLAP)
FOOT
END
WALL
BACK WALL
HEAD END
WALL
62"
ICC 60" MIN.
50"
ICC 48" MIN.
60" X 48" CLEAR
FLOOR SPACE
16" - 18"
ICC 48" MIN.
50"
33" MIN.
REFER TO FIGURE 1004.11.3.1.3.3
CONTRO
L WALL
BACK WALL
SEAT
WALL
TRANSFER-TYPE SHOWER
COMPARTMENT SIZE AND
CLEARANCES
36" MIN. CLR.
50"
ICC 48" MIN.
ICC 30" MIN.
32" MIN.
MIN. CLR.
36"
FOR CONSTRUCTION
OR RECORDING
SCHEMATIC NOT
A R C H I T E C T U R E. P L A N N I N G.
L A N D S C A P E A R C H I T E C T U R E.
+
CRITICAL THINKING / CREATIVE DESIGN
ASSOCIATES
TODD
4019 N. 44TH ST. / PHOENIX, AZ 85018
602 - 952 - 8280 / TODDASSOC.COM
Copyright 2021 Todd & Associates, Inc.
p
f
PROJECT
NO.
CLIENT
SEAL
CONTACT
DATA
"PROMPT PAYMENT NOTICE"
Choose Appropriate Option from the Titleblock
properties. There are 5 options, make the option you
want visible and make sure the rest are unchecked.
Also clear check box for instructions.
Proj Mgr.
Dwn By:
Rev.
Date:
Description:
Rev.
PHASE
22-2015-00
GLENDALE
SENIOR
APARTMENTS
TYPE 'B' UNIT
DWELLING UNIT
KITCHEN / BATHROOM /
LAUNDRY
A6.0.3
MERCY HOUSING
6515 W. MARYLAND AVE.
GLENDALE, AZ 85301
(623)-937-0418
09/19/22
100% DD Set
Design Development
Author
Scale: N.T.S.
1
TYPICAL REINFORCED WALL FOR GRAB BARS AT
WATER CLOSET( SECTION 1004.11.1 & 604.5.)
Scale: N.T.S.
2
GRAB BARS FOR WATER CLOSET (SECTION
1004.11.1)
Scale: N.T.S.
7
TYPICAL REINFORCED WALL FOR GRAB BARS AT
TUB AND SHOWERS
Scale: N.T.S.
8
GRAB BARS IN TRANSFER-TYPE SHOWERS
Scale: N.T.S.
4
GRAB BARS IN STANDARD ROLL-IN-TYPE SHOWERS
AND ALTERNATE ROLL-IN-TYPE SHOWERS
Scale: N.T.S.
9
GRAB BARS FOR BATHTUBS
Scale: N.T.S.
5
PARALLEL APPROACH BATHTUB - OPTION A
BATHROOMS
Scale: N.T.S.
6
FORWARD APPROACH BATHTUB - TYPE B, OPTION
A BATHROOMS
Scale: N.T.S.
3
TRANSFER-TYPE SHOWER OPTION A & B
BATHROOMS
1
KEYNOTES
GENERAL NOTES
* UNIT GROSS S.F. THE UNIT GROSS AREA IS MEASURED FROM THE
OUTSIDE FACE OF THE EXTERIOR STUD WALL TO THE CENTER OF THE
UNITS PARTY WALL TO THE OUTSIDE FACE OF THE CORRIDOR STUD
WALL. AREA DOES NOT INCLUDE PATIOS, BALCONIES, BREEZEWAYS
OR PATIO/BALCONY STORAGE ROOMS.
* UNIT NET S.F. - IS MEASURED FROM THE INSIDE FACE OF THE ENTIRE
UNIT. (PAINT TO PAINT) AREA DOES NOT INCLUDE PATIOS,
BALCONIES, BREEZEWAYS OR PATIO/BALCONY STORAGE ROOMS.
UNIT MIX - NET S.F.
UNIT MIX - GROSS S.F.
1. REFER TO BUILDING PLANS FOR ADDITIONAL SEPARATION WALL
TYPES.
2. IN ALL "ALT" UNITS THE BALCONY POP-OUTS AND BUILDING POP-
OUTS ARE MODIFIED FROM THE STANDARD UNIT.
3. COORDINATE FINAL HVAC FURR-DOWN LOCATIONS WITH
MECHANICAL DRAWINGS AND GENERAL CONTRACTOR.
4. COORDINATE ROUGH WALL OPENINGS WITH SHOP DRAWINGS AND
GENERAL CONTRACTOR
5. VERIFY ALL ROUGH-IN LOCATIONS WITH GENERAL CONTRACTOR
PRIOR TO COMMENCEMENT OF WORK.
6. COORDINATE WITH MECHANICAL, PLUMBING, ELECTRICAL AND
OWNERS TELECOM SUB-CONTRACTOR FOR ALL LOCATIONS.
7. SMOKE DETECTORS FOR ALL SLEEPING AREAS SHALL BE A MINIMUM
OF 3' FROM DUCT OPENINGS.
8. FIRE EXTINGUISHER LOCATED IN CORRIDOR, REFER TO FLOOR PLANS
FOR LOCATION.
9. TYPICAL AT ALL CLOSETS: 1 ROD/1 SHELF - ROD IS @ +75" (12" SHELF)
DOUBLE ROD & SHELVES @ +40", +80".
10. AT ALL EXTERIOR & UNIT SEPARATION WALLS, DRYWALL SHALL RUN
CONTINUOUS BEHIND ALL TUBS TO MAINTAIN SOUND & FIRE RATING.
11. ALIGN CARPET REDUCER W/CENTERLINE OF DOOR IN CLOSED
POSITION OR CENTERLINE OF JAMB @ GYP. BOARD
OPENING.(U.N.O.)
12. CABINET LAYOUTS ARE SHOWN CONCEPTUALLY SUB-CONTRACTOR
SHALL SUBMIT SHOP DRAWINGS FOR FINAL CONFIGURATION AND
APPROVAL BY OWNER. ALL M.E.P. TRADES TO COORDINATE
LOCATIONS W/ APPROVED CABINET SHOP DRAWINGS.
13. VENT STACKS TO BE COMBINED WHEREVER POSSIBLE TO MINIMIZE
THE QUANTITY, COORDINATE WITH MECHANICAL / PLUMBING.
HEIGHT OF VENT STACKS TO BE MIN. ALLOWED BY CODE
14. ALL BEDROOMS TO BE PROVIDED W/ SWITCH, J-BOX, AND SUPPORT
FOR CEILING FAN. COORDINATE LOCATION WITH ELECTRICAL
DRAWINGS
15. PROVIDE ELECTRICAL PANELS AS INDICATED ON ELECTRICAL PLANS.
PAINT TO MATCH SURROUNDING WALL.
16. ALL EXTERIOR WALL ARE 2x6 U.N.O.
17. SEE SHEET A0.2.1 - A0.2.8 FOR GENERAL UNIT NOTES AND GRAB BAR
BLOCKING DIAGRAMS, MOUNTING HEIGHTS PER ACCESSIBILITY
SCOPING.
18. WATER CLOSETS SHALL BE 18" CLEAR. FROM CENTERLINE OF TOILET
TO FINISH OF ADJACENT WALL, UNLESS NOTED OTHERWISE.
19. LAVATORY FAUCET CONTROLS AND OPERATING MECHANISMS
SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT
GRASPING, PINCHING OR TWISTING OF THE WRIST. THE FORCE
REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5
LB.
20. ALL UNDESIGNATED (NON-BEARING) INTERIOR WALLS ARE TYPE '--'
TYPICALLY (-- @ 2X6 STUDS) UNLESS NOTED OTHERWISE.
21. HARD SURFACES IN ALL ROOMS EXCEPT BEDROOMS AND BEDROOM
CLOSETS. ACOUSTIMAT OR EQUAL REQUIRED AT ALL HARD SURFACES.
SYMBOLS
SLOPE
SLOPE TO DRAIN
DROP CEILING - GYP BD. ON 2 1/2"
METAL STUD FRAMING
GYPSUM BOARD CEILING APPLIED TO
THE UNDERSIDE OF STRUCTURE
ELECTRICAL PANEL - REFER TO ELEC.
COMMUNICATION PANEL -
REFER TO ELEC.
SD
SMOKE DETECTOR - REFER
TO ELECTRICAL
SEE DRAWING A0.1 FOR ADDITIONAL SYMBOLS
30"X 48"
CLEAR FLOOR
SPACE FOR
WHEELCHAIR
48"X 56"
CLEAR FLOOR
SPACE FOR
ACCESSIBILITY
AT TOILET
5' TURNING RADIUS
60"X 56"
CLEAR FLOOR
SPACE FOR
ACCESSIBILITY AT
TYPE A UNIT
TOILET
W/ LAV.
EXCEPTION
MANEUVERING CLEARANCES
1. WASHER & DRYER MAY BE PULLED FORWARD AND
DOOR REMOVED FOR GREATER ACCESS WHEN
REQUIRED
2. INSTALLATION OF BLOCKING FOR FUTURE GRAB
BARS PER DETAILS ON SHEET A02.1 THRU A0.2.5.
3. 30X48 CLEAR FLOOR SPACE AT ALL APPLIANCES
AND FIXTURES PER ANSI. REQUIREMENTS, REFER TO
DRAWINGS A0.2.1
4. RECEPTACLES MUST BE MOUNTED AT 15" MINIMUM
FROM FINISH FLOOR TO BOTTOM OF RECEPTACLE
5. HEIGHTS OF SWITCHES, THERMOSTATS AND OTHER
ENVIRONMENTAL CONTROLS MUST BE MOUNTED
NO HIGHER THAN 48". THE HEIGHT MUST BE
REDUCED TO 46" MAX OVER AN OBSTRUCTION UP
TO 24" IN DEPTH NOT HAVING KNEE SPACE.
6. 12" CLEAR SIDE CLEARANCE IS REQUIRED AT THE
EXTERIOR FACE OF ALL UNIT ENTRY DOORS.
7. KEYNOTES AA-FF REINFORCING DIMENSIONS ARE
NOMINAL, PROVIDE SUFFICIENT REINFORCING FOR
GRAB BAR MOUNTING (ADDITIONAL 2" EACH SIDE)
ANSI TYPE B UNIT KEYNOTES
ANSI TYPE B UNIT GEN. NOTES
SEE DRAWING A0.1 FOR ADDITIONAL SYMBOLS AND
SHEET A0.2.1 THROUGH A0.2.8 FOR ADDITIONAL
BLOCKING LOCATIONS
ROOM FINISH SCHEDULE
Notes:
1. ALL interior walls/soffits to receive 90 degree gyp
bd corner bead (90 degree corners at window
locations)
2. Typical schedule - not all rooms on schedule
shown.
3. HARD SURFACES IN ALL ROOMS EXCEPT
BEDROOMS AND BEDROOM CLOSETS.
ACOUSTIMAT OR EQUAL REQUIRED AT ALL HARD
SURFACES.
TYPICAL MATERIAL
Floor
Room
Wall
Base
Ceiling REMARKS
Closets
Storage
Washer/Dryer
Hall
5
-
-
Living room
Dining room
Bedrooms
Kitchen
Bath rooms
6
6
Entry
Garage
1. Sealed concrete
U.N.O.
U.N.O.
6
6
REFER TO SHEET ID-0.2 FOR UNIT FINISHES
4
175 SF
LAUNDRY
U201
ELEV. 1
ELEV. 2
U201
EV1-2
EV2-2
L
CLO.
IDF
U117
SLEEPING
BALCONY
KITCHEN
DINING
R
BATH
A6.1.1
3
A6.1.1
4
5
6
7
U01
U10
U05
U10
U02
U03
1517
33'-6 1/2"
38'-2 3/4"
9'-2"
6'-8 1/4"
2'-6"
6'-11 1/8"
12'-11 1/4"
8'-0 3/4"
17'-8 1/4"
12'-5 3/4"
19'-4"
11'-5 1/2"
2'-9"
W1
W1
5'-6"
5'-4 1/4"
9'-8 1/4"
2'-9 1/2"
17'-2 3/8"
3'-9 1/2"
12'-6 5/8"
SLOPE
1/8"/ft.
1'-8 1/2"
3'-9"
UNIT A1 TYPE
A
U120
6.75
P
6.08
6.07
6.01
6.49
6.10
6.09
6.39
6.39
6.25
6.18
6.68
6.23
6.26
6.17
6.16
6.24
3'-0"
2'-6"
3'-6"
0"
3'-0"
1'-0"
2'-3"
1" FILLER
4'-6"
2'-6"
2'-6"
1'-0"
3'-0"
1'-0"
2'-4"
3'-6"
1'-6"
3'-0"
8'-0"
8'-0"
2'-3"
5'-9"
6.06
6.80
6.09
6.10
7'-0"A.F.F.
6.24
6.26
6.17
6.16
4'-0"
6.18
6.23
6.26
1'-3"
3'-0"
1'-6"
3'-0"
6"
2'-10"
4'-0"
6.21
6.25
6.18
6.23
6.26
3'-0"
6"
2'-10"
6.68
FOR CONSTRUCTION
OR RECORDING
SCHEMATIC NOT
A R C H I T E C T U R E. P L A N N I N G.
L A N D S C A P E A R C H I T E C T U R E.
+
CRITICAL THINKING / CREATIVE DESIGN
ASSOCIATES
TODD
4019 N. 44TH ST. / PHOENIX, AZ 85018
602 - 952 - 8280 / TODDASSOC.COM
Copyright 2021 Todd & Associates, Inc.
p
f
PROJECT
NO.
CLIENT
SEAL
CONTACT
DATA
"PROMPT PAYMENT NOTICE"
Choose Appropriate Option from the Titleblock
properties. There are 5 options, make the option you
want visible and make sure the rest are unchecked.
Also clear check box for instructions.
Proj Mgr.
Dwn By:
Rev.
Date:
Description:
Rev.
PHASE
22-2015-00
GLENDALE
SENIOR
APARTMENTS
ENLARGED UNIT S1
A6.1.1
MERCY HOUSING
6515 W. MARYLAND AVE.
GLENDALE, AZ 85301
(623)-937-0418
09/19/22
100% DD Set
Design Development
Author
1/4" = 1'-0"
1
UNIT S1 - FLOOR PLAN
1/4" = 1'-0"
3
UNIT S1 - KITCHEN
1/4" = 1'-0"
4
UNIT S1 - BATH 1
1/4" = 1'-0"
5
UNIT S1 - BATH 2
1/4" = 1'-0"
6
UNIT S1 - BATH 3
1/4" = 1'-0"
7
UNIT S1 - BATH 4
1/4" = 1'-0"
2
UNIT S1 - RCP
6.01
RANGE OVEN
6.06
UPPER CABINETS - PROVIDE 2" FILLER PANELS ADJ.
SOLID WALLS
6.07
COUNTERTOP WITH TILE BACKSPLASH
6.08
DISHWASHER
6.09
PANTRY CABINET W/ 5 SHELVES. PANTRY, AND
CABINET ABOVE FRIG., ARE TO BE FLUSH WITH
FRONT FACE OF REFRIGRATOR
6.10
REFRIGERATOR, PROVIDE RECESSED WATER SUPPLY
BOX & WATER
6.16
SHOWER TILE SURROUND W/PRE-FAB SHOWER PAN -
36"x42" U.N.O.
6.17
TUB / SHOWER - 36"x60" U.N.O.
6.18
WATER CLOSET
6.21
MIRROR - 36" HIGH x WIDTH OF VANITY TOP W/ SLIM
LINE METAL FRAME ALL EDGES
6.23
TOILET TISSUE HOLDER
6.24
SHOWER HEAD
6.25
COUNTERTOP LAVATORY & 4" BACKSPLASH
6.26
24" LONG TOWEL BAR TYP.
6.39
SINGLE ROD AND SHELF
6.49
30" WORK SURFACE - PROVIDE REMOVABLE BASE
CABINET W/ COUNTERTOP SUPPORT BRACKETS.
FLOORING SHALL EXTEND UNDER THE COUNTER TO
THE WALL
6.68
MEDICINE CABINET 12" X 30"
6.75
HOT WATER HEATER
6.80
3'-0" DEEP x 27" HIGH UPPER CABINET ABOVE
REFRIGERATOR
UNIT A1
318
ELEV. 1
ELEV. 2
EV1-3
EV2-3
LAUNDRY
142
ELEC.
143
L
P
CLO.
SLEEPING
BALCONY
KITCHEN
DINING
R
BATH
33'-6 1/2"
38'-2 3/4"
9'-2"
6'-8 1/4"
2'-6"
6'-11 1/8"
12'-11 1/4"
6'-6 3/4"
19'-2 1/4"
12'-5 3/4"
19'-4"
11'-5 1/2"
2'-9"
10'-1 3/4"
2'-9 1/2"
17'-2 3/8"
3'-9 1/2"
12'-6 5/8"
UNIT A1 TYPE
A
18
5'-6"
5'-4 1/4"
6.47
6.26
6.23
6.18
6.25
6.39
6.39
6.10
6.49
6.01
6.07
6.08
0"
U01
U10
U05
U10
W1
W1
A6.1.1A
3
A6.1.1A
4
A6.1.1A
5
A6.1.1A
6
A6.1.1A
7
6.50
6.09
6.75
SLOPE
1/8"/ft.
8'-0"
3'-8"
1'-6"
2'-10"
8'-0"
2'-3"
5'-9"
1'-6"
3'-0"
2'-6"
2'-6"
2'-6"
3'-0"
1'-0"
2'-3"
1" FILLER
1'-6"
3'-0"
2'-6"
2'-6"
2'-6"
3'-0"
1'-0"
2'-4"
6.06
6.06
6.80
6.09
6.10
6.02
6.08
6.01
6.50
6.05
6.49
6.16
6.47
6.17
DD
6'-3"A.F.F.
4'-0"
6.18
6.23
BB
4'-0"
6'-8"A.F.F.
2'-10"
6"
3'-0"
6.22
6.21
6.25
1'-3"
3'-0"
1'-6"
1" FILLER
AA
3'-0"
6"
2'-10"
6'-8"A.F.F.
6.22
KEYNOTES
GENERAL NOTES
GROSS AREA
1. REFER TO BUILDING PLANS FOR ADDITIONAL SEPARATION WALL TYPES.
2. COORDINATE FINAL HVAC FURR-DOWN LOCATIONS WITH
MECHANICAL DRAWINGS AND GENERAL CONTRACTOR.
3. COORDINATE ROUGH WALL OPENINGS WITH SHOP DRAWINGS AND
GENERAL CONTRACTOR
4. VERIFY ALL ROUGH-IN LOCATIONS WITH GENERAL CONTRACTOR
PRIOR TO COMMENCEMENT OF WORK.
5. COORDINATE WITH MECHANICAL, PLUMBING, ELECTRICAL AND
OWNERS TELECOM SUB-CONTRACTOR FOR ALL LOCATIONS.
6. SMOKE DETECTORS FOR ALL SLEEPING AREAS SHALL BE A MINIMUM
OF 3' FROM DUCT OPENINGS.
7. FIRE EXTINGUISHER LOCATED IN CORRIDOR, REFER TO FLOOR PLANS
FOR LOCATION.
8. TYPICAL AT ALL CLOSETS: 1 ROD/1 SHELF - ROD IS @ +75" (12" SHELF)
DOUBLE ROD & SHELVES @ +40", +80".
9. AT ALL EXTERIOR & UNIT SEPARATION WALLS, DRYWALL SHALL RUN
CONTINUOUS BEHIND ALL TUBS TO MAINTAIN SOUND & FIRE RATING.
10. ALIGN CARPET REDUCER W/CENTERLINE OF DOOR IN CLOSED
POSITION OR CENTERLINE OF JAMB @ GYP. BOARD OPENING.(U.N.O.)
11. CABINET LAYOUTS ARE SHOWN CONCEPTUALLY SUB-CONTRACTOR
SHALL SUBMIT SHOP DRAWINGS FOR FINAL CONFIGURATION AND
APPROVAL BY OWNER. ALL M.E.P. TRADES TO COORDINATE
LOCATIONS W/ APPROVED CABINET SHOP DRAWINGS.
12. VENT STACKS TO BE COMBINED WHEREVER POSSIBLE TO MINIMIZE
THE QUANTITY, COORDINATE WITH MECHANICAL / PLUMBING. HEIGHT
OF VENT STACKS TO BE MIN. ALLOWED BY CODE
13. ALL BEDROOMS TO BE PROVIDED W/ SWITCH, J-BOX, AND SUPPORT
FOR CEILING FAN. COORDINATE LOCATION WITH ELECTRICAL
DRAWINGS
14. PROVIDE ELECTRICAL PANELS AS INDICATED ON ELECTRICAL PLANS.
PAINT TO MATCH SURROUNDING WALL.
15. ALL EXTERIOR WALL ARE 2x6 U.N.O.
16. SEE SHEET A0.8.2.1 - A08.2.2 FOR GENERAL UNIT NOTES AND GRAB
BAR BLOCKING DIAGRAMS, MOUNTING HEIGHTS PER ACCESSIBILITY
SCOPING.
17. WATER CLOSETS SHALL BE 18" CLEAR MIN. FROM CENTERLINE OF
TOILET TO FINISH OF ADJACENT WALL, UNLESS NOTED OTHERWISE.
18. LAVATORY FAUCET CONTROLS AND OPERATING MECHANISMS SHALL
BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT
GRASPING, PINCHING OR TWISTING OF THE WRIST. THE FORCE
REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 LB.
19. ALL UNDESIGNATED (NON-BEARING) INTERIOR WALLS ARE TYPE 'AA'
AND 'NN' TYPICALLY, UNLESS NOTED OTHERWISE.
20. HARD SURFACES IN ALL ROOMS EXCEPT BEDROOMS AND BEDROOM
CLOSETS. ACOUSTIMAT OR EQUAL REQUIRED AT ALL HARD SURFACES.
SEE DRAWING A0.1 FOR ADDITIONAL
SYMBOLS
30"X 48"
CLEAR FLOOR
SPACE FOR
WHEELCHAIR
48"X 56"
CLEAR FLOOR
SPACE FOR
ACCESSIBILITY
AT TOILET
5' TURNING RADIUS
60"X 66"
CLEAR FLOOR
SPACE FOR
ACCESSIBILITY AT
TYPE A UNIT
TOILET
W/ LAV.
EXCEPTION
MANEUVERING CLEAR
TYPE A UNIT KEYNOTES
TYPE A UNIT GEN. NOTES
1. WASHER & DRYER MAY BE PULLED FORWARD AND
DOOR REMOVED FOR GREATER ACCESS WHEN
REQUIRED
2. INSTALLATION OF REINFORCING FOR FUTURE
GRAB BARS PER DETAILS ON SHEET A6.0.1 THRU
A6.0.3.
3. 30X48 CLEAR FLOOR SPACE AT ALL APPLIANCES
AND FIXTURES PER ANSI. REQUIREMENTS, REFER TO
DRAWINGS A0.8.2.1 & A0.8.2.2.
4. RECEPTACLES MUST BE MOUNTED AT 15"
MINIMUM FROM FINISH FLOOR TO BOTTOM OF
RECEPTACLE AND 42" MAX TO TOP OF
RECEPTACLE
5. HEIGHTS OF SWITCHES, THERMOSTATS AND OTHER
ENVIRONMENTAL CONTROLS MUST BE MOUNTED
NO HIGHER THAN 48". THE HEIGHT MUST BE
REDUCED TO 46" MAX OVER AN OBSTRUCTION UP
TO 24" IN DEPTH NOT HAVING KNEE SPACE.
6. PROVIDE MANEUVERING CLEARANCE AT
MANUAL SWINGING DOORS AT ALL USER
PASSAGE DOORS, WITH THE EXCEPTION OF
EXEMPT BATHROOMS.
7. WATER SUPPLY & DRAIN LINES UNDER LAVATORY
OR SINKS SHALL BE INSULATED TO PROTECT
AGAINST CONTACT.
8. WATER CLOSET HEIGHT SHALL BE 17" - 19"
MEASURED FROM THE FINISH FLOOR TO TOP OF
THE TOILET SEAT.
9. CARPETING SHALL BE LEVEL LOOP WITHOUT PAD.
MAX. PILE HEIGHT SHALL BE 1/2", PROVIDE EDGE
STRIP CONTINUOUS AT ALL EXPOSED EDGES WITH
A BEVELED SLOPE (SLOPE SHALL NOT EXCEED 1:2)
10. ALL LATCH SETS & LOCK SETS SHALL BE LEVER
TYPE.
11. REFRIGERATOR AND FREEZER SHALL COMPLY
WITH ANSI 1002.12.6.6
12. HAND OPERATED FLUSH CONTROLS ARE TO BE
LOCATED ON THE OPEN SIDE OF THE WATER
CLOSET
13. 12" CLEAR SIDE CLEARANCE IS REQUIRED AT THE
EXTERIOR FACE OF ALL UNIT ENTRY DOORS. TO
TOP OF CONTROLS AND 18” ON THE INTERIOR
(PULL SIDE)
14. REINFORCING DIMENSIONS ARE NOMINAL,
PROVIDE SUFFICIENT REINFORCING FOR GRAB
BAR MOUNTING (ADDITIONAL 2" PUSH SIDE)
15. PROVIDE DISHWASHER WITH H/C APPROVED
HEIGHT.
16. PROVIDE 1/2" MAX. LEVEL CHANGE FOR H/C
ACCESS
SLOPE
SD
DROP CEILING - GYP BD. ON 2 1/2" METAL STUD FRAMING
GYPSUM BOARD CEILING APPLIED TO THE UNDERSIDE OF
STRUCTURE
WALL/PARTITION/ASSEMBLY TYPE INDICATOR, REFER TO
DRAWING A9.1.1 THROUGH A9.1.4
DOOR TYPE, REFER TO DRAWING A8.1.1
WINDOW TYPE, REFER TO DRAWING A8.3.1
ELECTRICAL PANEL - REFER TO ELEC.
COMMUNICATION PANEL - REFER TO ELEC.
SLOPE TO DRAIN
SMOKE DETECTOR - REFER TO ELECTRICAL
CEILING FAN/LIGHT KIT, WITH DUAL SWITCH - REFER TO
ELEC.
ALIGN SYMBOL: "WORD" SIDE DENOTES REFERENCE FOR
SURFACE ALIGNMENT
ALIGN
A101
1
1
1
1 INTERIOR ELEVATIONS MARKER
60" MIN
60" MIN
24" MIN
36" MIN
12" MIN
T-SHAPED TURNING
SPACE
AA.
28" LONG BY 6" HIGH GRAB BAR WALL
REINFORCING TO BE PROVIDED MOUNTED AT
35" O.C. A.F.F. - IN ACCORDANCE WITH ICC
A117.1 604.5
BB.
42" LONG BY 6" HIGH GRAB BAR WALL
REINFORCING TO BE PROVIDED MOUNTED AT
35" O.C. A.F.F.- IN ACCORDANCE WITH ICC
A117.1 604.5
CC.
TUB CONTROL END WALL: PROVIDE
HORIZONTAL REINFORCING 24" LONG AT
FRONT EDGE AT 33"-36" O.C. A.F.F. & VERTICAL
REINFORCING 18" HIGH 3" MIN TO 6" O.C.
MAX ABOVE HORIZONTAL, AND 4" MAX
INWARD FROM FRONT EDGE OF TUB - IN
ACCORDANCE WITH ICC A117.1 607.4.2.2
DD.
PROVIDE TUB BACK WALL REINFORCING 24"
LONG LOCATED 24" MAX FROM HEAD WALL
AND EXTEND 12" MAX FROM CONTROL WALL
AT 9" ABOVE TUB RIM TO 33"-36" O.C. MAX
A.F.F. - IN ACCORDANCE WITH ICC A117.1
607.4.2.1
EE.
TUB HEAD END WALL: PROVIDE REINFORCING
12" MIN. LONG AT FRONT EDGE OF TUB AT
33"-36" O.C. A.F.F. - IN ACCORDANCE WITH
ICC A117.1 607.4.2.3
FF.
PROVIDE SWING-UP GRAB BAR REINFORCING
IN ADDITION TO 24" REINFORCING (ITEM AA)
TO 18" O.C. FROM WATER CLOSET 12" HIGH
TOP TO ALIGN WITH TOP OF 24" REINFORCING
(ITEM AA) -IN ACCORDANCE WITH ICC A117.1
604.5.3
HH.
CLOSET, PANTRY AND LINEN SHELVES TO BE
18" DEEP MAX. AT 'TYPE A' UNITS
JJ.
PROVIDE SHOWER CONTROL WALL
HORIZONTAL REINFORCING 6" MAX. FROM
ADJACENT WALL AT 36" A.F.F. & VERTICAL
REINFORCING 18" HIGH 3" MIN TO 6" O.C.
MAX ABOVE HORIZONTAL, AND 4" MAX
INWARD FROM FRONT EDGE OF THE
SHOWER - IN ACCORDANCE WITH ICC A117.1
608.3.2 AND 608.3.1.
KK.
HAND SHOWER WITH A HOSE 59" MIN. IN
LENGTH. SHALL HAVE A NON-POSITIVE SHUT-
OFF FEATURE IN ACCORDANCE WITH ICC
A117.1 608.6
LL.
SHOWER CONTROLS AND HAND SHOWER
SHALL BE LOCATED ON THE CONTROL WALL,
38" MIN. AND 48" MAX. ABOVE SHOWER
FLOOR PER ICC A117.1 608.5.1 & 608.5.2
SYMBOLS
NOTE: AREAS ARE CALCULATED FROM CENTERLINE OF DOUBLE STUD
AIR SPACE TO OUTSIDE FACE OF EXTERIOR WALLS AND INCLUDE ALL
INTERNAL WALLS AND CAVITIES, BUT EXCLUDE BUILDING FRAME-
OUTS, POP-OUTS AND OTHER FAUX ELEVATION FEATURES.
NOTE: AREA IS BASED ON A STANDARD OF MEASURING ONLY TO THE
INSIDE SURFACE OF THE EXTERIOR WALLS "PAINT TO PAINT". DOES
NOT INCLUDE PATIO/BALCONY AND DOES NOT DEDUCT FOR
INTERIOR WALLS.
NET AREA
APPLIANCE SCHEDULE
NOTE:
1. BASE MANUFACTURER IS GENERAL ELECTRIC.
OTHER MANUFACTURER WITH EQUIVALENT
APPLIANCE WILL BE CONSIDERED. ALL WITH
STAINLESS STEEL FINISH.
2. COORDINATE CABINET LAYOUT W/ CABINET
CONTRACTOR, SHOP DRAWINGS & APPLIANCE
CUT SHEETS
NOTE:
1. INCLUDE POWER CORD.
2. INCLUDE ELBOW AND POWER CORD.
3. REFRIGERATOR TO INCLUDE FACTORY INSTALLED
ICE MAKER AND WATER DISPENSER.
TYPE A UNITS
Kitchen
Bathrooms
Entry
1. 1x6 SQUARE EDGE MDF
2. VINYL PLANK FLOORING
3. LEVEL 3 TEXTURE & PAINT
4. BACKSPLASH TILE
5. SHOWER TILE
6. SEALED CONCRETE
7. CARPET
2
1
3
3
2
1
3
3
2
1
3&4
3
7
1
3
3
2
1
3
3
2
1
3&5
3
7
1
3
3
2
1
3
3
2
1
3
3
Notes:
1. ALL interior walls/soffits to receive 90 degree gyp bd
corner bead (90 degree corners at window
locations)
2. Typical schedule - not all rooms on schedule shown.
3. HARD FLOOR SURFACES IN ALL ROOMS, U.N.O..
ACOUSTIMAT OR EQUAL REQUIRED AT ALL HARD
SURFACES.
ROOM FINISH SCHEDULE
TYPICAL MATERIAL
Floor
Room
Wall
Base
Ceiling
Closets
Washer/Dryer
Hall
Living room
Dining room
Bedrooms
FOR CONSTRUCTION
OR RECORDING
SCHEMATIC NOT
A R C H I T E C T U R E. P L A N N I N G.
L A N D S C A P E A R C H I T E C T U R E.
+
CRITICAL THINKING / CREATIVE DESIGN
ASSOCIATES
TODD
4019 N. 44TH ST. / PHOENIX, AZ 85018
602 - 952 - 8280 / TODDASSOC.COM
Copyright 2021 Todd & Associates, Inc.
p
f
PROJECT
NO.
CLIENT
SEAL
CONTACT
DATA
"PROMPT PAYMENT NOTICE"
Choose Appropriate Option from the Titleblock
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Proj Mgr.
Dwn By:
Rev.
Date:
Description:
Rev.
PHASE
22-2015-00
GLENDALE
SENIOR
APARTMENTS
ENLARGED UNIT S1
TYPE A
A6.1.1A
MERCY HOUSING
6515 W. MARYLAND AVE.
GLENDALE, AZ 85301
(623)-937-0418
09/19/22
100% DD Set
Design Development
Author
1/4" = 1'-0"
1
UNIT S1 FLOOR PLAN - TYPE A
1/4" = 1'-0"
2
UNIT S1 TYPE A - RCP
1/4" = 1'-0"
3
UNIT S1 TYPE A - KITCHEN
1/4" = 1'-0"
4
UNIT S1 TYPE A - BATH 1
1/4" = 1'-0"
5
UNIT S1 TYPE A - BATH 2
1/4" = 1'-0"
6
UNIT S1 TYPE A - BATH 3
1/4" = 1'-0"
7
UNIT S1 TYPE A - BATH 4
6.01
RANGE OVEN
6.02
SINK WITH GARBAGE DISPOSAL
6.05
BASE CABINET - PROVIDE 2" FILLER PANELS ADJ.
SOLID WALLS
6.06
UPPER CABINETS - PROVIDE 2" FILLER PANELS ADJ.
SOLID WALLS
6.07
COUNTERTOP WITH TILE BACKSPLASH
6.08
DISHWASHER
6.09
PANTRY CABINET W/ 5 SHELVES. PANTRY, AND
CABINET ABOVE FRIG., ARE TO BE FLUSH WITH
FRONT FACE OF REFRIGRATOR
6.10
REFRIGERATOR, PROVIDE RECESSED WATER SUPPLY
BOX & WATER
6.16
SHOWER TILE SURROUND W/PRE-FAB SHOWER PAN -
36"x42" U.N.O.
6.17
TUB / SHOWER - 36"x60" U.N.O.
6.18
WATER CLOSET
6.21
MIRROR - 36" HIGH x WIDTH OF VANITY TOP W/ SLIM
LINE METAL FRAME ALL EDGES
6.22
LIGHT FIXTURE
6.23
TOILET TISSUE HOLDER
6.25
COUNTERTOP LAVATORY & 4" BACKSPLASH
6.26
24" LONG TOWEL BAR TYP.
6.39
SINGLE ROD AND SHELF
6.47
ADJUSTABLE SHOWER HEAD WITH HAND HELD
SHOWER HEAD IN ACCORDANCE WITH ANSI 607.6
6.49
30" WORK SURFACE - PROVIDE REMOVABLE BASE
CABINET W/ COUNTERTOP SUPPORT BRACKETS.
FLOORING SHALL EXTEND UNDER THE COUNTER TO
THE WALL
6.50
COUNTERTOP MICROWAVE (IN ALL TYPE 'A' UNITS)
6.75
HOT WATER HEATER
6.80
3'-0" DEEP x 27" HIGH UPPER CABINET ABOVE
REFRIGERATOR
KEYNOTES
GENERAL NOTES
* UNIT GROSS S.F. THE UNIT GROSS AREA IS MEASURED FROM THE
OUTSIDE FACE OF THE EXTERIOR STUD WALL TO THE CENTER OF THE
UNITS PARTY WALL TO THE OUTSIDE FACE OF THE CORRIDOR STUD
WALL. AREA DOES NOT INCLUDE PATIOS, BALCONIES, BREEZEWAYS
OR PATIO/BALCONY STORAGE ROOMS.
* UNIT NET S.F. - IS MEASURED FROM THE INSIDE FACE OF THE ENTIRE
UNIT. (PAINT TO PAINT) AREA DOES NOT INCLUDE PATIOS,
BALCONIES, BREEZEWAYS OR PATIO/BALCONY STORAGE ROOMS.
UNIT MIX - NET S.F.
UNIT MIX - GROSS S.F.
1. REFER TO BUILDING PLANS FOR ADDITIONAL SEPARATION WALL
TYPES.
2. IN ALL "ALT" UNITS THE BALCONY POP-OUTS AND BUILDING POP-
OUTS ARE MODIFIED FROM THE STANDARD UNIT.
3. COORDINATE FINAL HVAC FURR-DOWN LOCATIONS WITH
MECHANICAL DRAWINGS AND GENERAL CONTRACTOR.
4. COORDINATE ROUGH WALL OPENINGS WITH SHOP DRAWINGS AND
GENERAL CONTRACTOR
5. VERIFY ALL ROUGH-IN LOCATIONS WITH GENERAL CONTRACTOR
PRIOR TO COMMENCEMENT OF WORK.
6. COORDINATE WITH MECHANICAL, PLUMBING, ELECTRICAL AND
OWNERS TELECOM SUB-CONTRACTOR FOR ALL LOCATIONS.
7. SMOKE DETECTORS FOR ALL SLEEPING AREAS SHALL BE A MINIMUM
OF 3' FROM DUCT OPENINGS.
8. FIRE EXTINGUISHER LOCATED IN CORRIDOR, REFER TO FLOOR PLANS
FOR LOCATION.
9. TYPICAL AT ALL CLOSETS: 1 ROD/1 SHELF - ROD IS @ +75" (12" SHELF)
DOUBLE ROD & SHELVES @ +40", +80".
10. AT ALL EXTERIOR & UNIT SEPARATION WALLS, DRYWALL SHALL RUN
CONTINUOUS BEHIND ALL TUBS TO MAINTAIN SOUND & FIRE RATING.
11. ALIGN CARPET REDUCER W/CENTERLINE OF DOOR IN CLOSED
POSITION OR CENTERLINE OF JAMB @ GYP. BOARD
OPENING.(U.N.O.)
12. CABINET LAYOUTS ARE SHOWN CONCEPTUALLY SUB-CONTRACTOR
SHALL SUBMIT SHOP DRAWINGS FOR FINAL CONFIGURATION AND
APPROVAL BY OWNER. ALL M.E.P. TRADES TO COORDINATE
LOCATIONS W/ APPROVED CABINET SHOP DRAWINGS.
13. VENT STACKS TO BE COMBINED WHEREVER POSSIBLE TO MINIMIZE
THE QUANTITY, COORDINATE WITH MECHANICAL / PLUMBING.
HEIGHT OF VENT STACKS TO BE MIN. ALLOWED BY CODE
14. ALL BEDROOMS TO BE PROVIDED W/ SWITCH, J-BOX, AND SUPPORT
FOR CEILING FAN. COORDINATE LOCATION WITH ELECTRICAL
DRAWINGS
15. PROVIDE ELECTRICAL PANELS AS INDICATED ON ELECTRICAL PLANS.
PAINT TO MATCH SURROUNDING WALL.
16. ALL EXTERIOR WALL ARE 2x6 U.N.O.
17. SEE SHEET A0.2.1 - A0.2.8 FOR GENERAL UNIT NOTES AND GRAB BAR
BLOCKING DIAGRAMS, MOUNTING HEIGHTS PER ACCESSIBILITY
SCOPING.
18. WATER CLOSETS SHALL BE 18" CLEAR. FROM CENTERLINE OF TOILET
TO FINISH OF ADJACENT WALL, UNLESS NOTED OTHERWISE.
19. LAVATORY FAUCET CONTROLS AND OPERATING MECHANISMS
SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT
GRASPING, PINCHING OR TWISTING OF THE WRIST. THE FORCE
REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5
LB.
20. ALL UNDESIGNATED (NON-BEARING) INTERIOR WALLS ARE TYPE '--'
TYPICALLY (-- @ 2X6 STUDS) UNLESS NOTED OTHERWISE.
21. HARD SURFACES IN ALL ROOMS EXCEPT BEDROOMS AND BEDROOM
CLOSETS. ACOUSTIMAT OR EQUAL REQUIRED AT ALL HARD SURFACES.
SYMBOLS
SLOPE
SLOPE TO DRAIN
DROP CEILING - GYP BD. ON 2 1/2"
METAL STUD FRAMING
GYPSUM BOARD CEILING APPLIED TO
THE UNDERSIDE OF STRUCTURE
ELECTRICAL PANEL - REFER TO ELEC.
COMMUNICATION PANEL -
REFER TO ELEC.
SD
SMOKE DETECTOR - REFER
TO ELECTRICAL
SEE DRAWING A0.1 FOR ADDITIONAL SYMBOLS
30"X 48"
CLEAR FLOOR
SPACE FOR
WHEELCHAIR
48"X 56"
CLEAR FLOOR
SPACE FOR
ACCESSIBILITY
AT TOILET
5' TURNING RADIUS
60"X 56"
CLEAR FLOOR
SPACE FOR
ACCESSIBILITY AT
TYPE A UNIT
TOILET
W/ LAV.
EXCEPTION
MANEUVERING CLEARANCES
1. WASHER & DRYER MAY BE PULLED FORWARD AND
DOOR REMOVED FOR GREATER ACCESS WHEN
REQUIRED
2. INSTALLATION OF BLOCKING FOR FUTURE GRAB
BARS PER DETAILS ON SHEET A02.1 THRU A0.2.5.
3. 30X48 CLEAR FLOOR SPACE AT ALL APPLIANCES
AND FIXTURES PER ANSI. REQUIREMENTS, REFER TO
DRAWINGS A0.2.1
4. RECEPTACLES MUST BE MOUNTED AT 15" MINIMUM
FROM FINISH FLOOR TO BOTTOM OF RECEPTACLE
5. HEIGHTS OF SWITCHES, THERMOSTATS AND OTHER
ENVIRONMENTAL CONTROLS MUST BE MOUNTED
NO HIGHER THAN 48". THE HEIGHT MUST BE
REDUCED TO 46" MAX OVER AN OBSTRUCTION UP
TO 24" IN DEPTH NOT HAVING KNEE SPACE.
6. 12" CLEAR SIDE CLEARANCE IS REQUIRED AT THE
EXTERIOR FACE OF ALL UNIT ENTRY DOORS.
7. KEYNOTES AA-FF REINFORCING DIMENSIONS ARE
NOMINAL, PROVIDE SUFFICIENT REINFORCING FOR
GRAB BAR MOUNTING (ADDITIONAL 2" EACH SIDE)
ANSI TYPE B UNIT KEYNOTES
ANSI TYPE B UNIT GEN. NOTES
SEE DRAWING A0.1 FOR ADDITIONAL SYMBOLS AND
SHEET A0.2.1 THROUGH A0.2.8 FOR ADDITIONAL
BLOCKING LOCATIONS
ROOM FINISH SCHEDULE
Notes:
1. ALL interior walls/soffits to receive 90 degree gyp
bd corner bead (90 degree corners at window
locations)
2. Typical schedule - not all rooms on schedule
shown.
3. HARD SURFACES IN ALL ROOMS EXCEPT
BEDROOMS AND BEDROOM CLOSETS.
ACOUSTIMAT OR EQUAL REQUIRED AT ALL HARD
SURFACES.
TYPICAL MATERIAL
Floor
Room
Wall
Base
Ceiling REMARKS
Closets
Storage
Washer/Dryer
Hall
5
-
-
Living room
Dining room
Bedrooms
Kitchen
Bath rooms
6
6
Entry
Garage
1. Sealed concrete
U.N.O.
U.N.O.
6
6
REFER TO SHEET ID-0.2 FOR UNIT FINISHES
4
KITCHEN
PANTRY
BATHROOM
DINING
LIVING
BEDROOM
CLO.
CLO.
PATIO
25'-8"
25'-9"
A6.1.2
3
4
5
A6.1.2
7
8
9
6
ENTRY
10'-9 1/2"
6'-6 1/2"
3'-0"
5'-5"
CLR.
1'-6"
13'-10"
11'-2"
5'-10"
2'-4 1/2"
16'-9 1/2"
7'-0"
3'-10"
5 1/2"
8'-6 1/2"
3'-6"
2'-9"
2'-9"
8'-1 1/2"
4'-0"
3'-10"
21'-11"
5'-8"
11'-0"
3'-4"
11'-4"
4'-8"
4'-0"
4'-0"
2'-1 1/2"
6.18
6.24
6.17
6.16
6.39
6.01
6.02
6.08
6.10
6.12
6.39
6.39
6.68
6.25
6.07
6.23
6.26
U04
U02
U03
U08
U08
U05
U12
U01
6.75
2"
SLOPE
1/8"/ft.
8'-0"
3'-0"
2'-6"
2'-9"
2'-0"
3'-0"
6.10
6.08
6.05
6.07
6.80
3'-0"
1'-6"
3'-6"
8'-0"
3'-0"
2'-9"
2'-3"
8'-0"
2'-0"
2'-6"
2'-0"
2'-0"
2'-6"
2'-0"
3'-0"
1'-6"
3'-6"
6.13
6.03
6.05
6.01
6.07
3'-0"
6"
2'-10"
6.68
6.18
6.23
6.26
4'-0 1/2"
6.26
6.17
6.16
7'-0" A.F.F.
6.24
6.16
6.17
6.26
2'-10"
6"
3'-0"
1'-0" 1'-9"
9"
7'-0" A.F.F.
6.24
6.16
6.21
6.25
6.17
6.18
6.23
6.12
3'-4"
9'-4"
3'-4"
1'-4"
3'-4"
3'-10"
4'-8"
2'-9 1/2"
4'-8"
3'-9 3/4"
BALCONY
LIVING ROOM
BEDROOM
SLOPE
1/8"/ft.
2"
FOR CONSTRUCTION
OR RECORDING
SCHEMATIC NOT
A R C H I T E C T U R E. P L A N N I N G.
L A N D S C A P E A R C H I T E C T U R E.
+
CRITICAL THINKING / CREATIVE DESIGN
ASSOCIATES
TODD
4019 N. 44TH ST. / PHOENIX, AZ 85018
602 - 952 - 8280 / TODDASSOC.COM
Copyright 2021 Todd & Associates, Inc.
p
f
PROJECT
NO.
CLIENT
SEAL
CONTACT
DATA
"PROMPT PAYMENT NOTICE"
Choose Appropriate Option from the Titleblock
properties. There are 5 options, make the option you
want visible and make sure the rest are unchecked.
Also clear check box for instructions.
Proj Mgr.
Dwn By:
Rev.
Date:
Description:
Rev.
PHASE
22-2015-00
GLENDALE
SENIOR
APARTMENTS
ENLARGED UNIT A1
A6.1.2
MERCY HOUSING
6515 W. MARYLAND AVE.
GLENDALE, AZ 85301
(623)-937-0418
09/19/22
100% DD Set
Design Development
Author
6.01
RANGE OVEN
6.02
SINK WITH GARBAGE DISPOSAL
6.03
MICROWAVE W/ RECIRCULATING HOOD
6.05
BASE CABINET - PROVIDE 2" FILLER PANELS ADJ.
SOLID WALLS
6.07
COUNTERTOP WITH TILE BACKSPLASH
6.08
DISHWASHER
6.10
REFRIGERATOR, PROVIDE RECESSED WATER SUPPLY
BOX & WATER
6.12
2x WALL BELOW COUNTER
6.13
ISLAND/PENINSULA
6.16
SHOWER TILE SURROUND W/PRE-FAB SHOWER PAN -
36"x42" U.N.O.
6.17
TUB / SHOWER - 36"x60" U.N.O.
6.18
WATER CLOSET
6.21
MIRROR - 36" HIGH x WIDTH OF VANITY TOP W/ SLIM
LINE METAL FRAME ALL EDGES
6.23
TOILET TISSUE HOLDER
6.24
SHOWER HEAD
6.25
COUNTERTOP LAVATORY & 4" BACKSPLASH
6.26
24" LONG TOWEL BAR TYP.
6.39
SINGLE ROD AND SHELF
6.68
MEDICINE CABINET 12" X 30"
6.75
HOT WATER HEATER
6.80
3'-0" DEEP x 27" HIGH UPPER CABINET ABOVE
REFRIGERATOR
GROSS UNIT AREA (HUD)
AREA SUBTYPE
AREA
# BED/BATH # OF UNITS % OF UNITS TOTAL SF
xNET UNIT AREA
AREA SUBTYPE
AREA
# BED/BATH # OF UNITS % OF UNITS
Total SF
1/4" = 1'-0"
1
UNIT A1 - FLOOR PLAN
1/4" = 1'-0"
3
UNIT A1 - KITCHEN 1
1/4" = 1'-0"
4
UNIT A1 - KITCHEN 2
1/4" = 1'-0"
5
UNIT A1 - KITCHEN 3
1/4" = 1'-0"
6
UNIT A1 - BATH 1
1/4" = 1'-0"
7
UNIT A1 - BATH 2
1/4" = 1'-0"
8
UNIT A1 - BATH 3
1/4" = 1'-0"
9
UNIT A1 - BATH 4
1/4" = 1'-0"
2
UNIT A1 - RCP
1/4" = 1'-0"
11 UNIT A1 BALCONY
W1
W2
IDF
U117
A6.1.2A
4
A6.1.2A
9
3
5
8
6
7
KITCHEN
BATH
DINING
LIVING
BEDROOM
CLO.
CLO.
BALCONY
ENTRY
25'-9 1/2"
11'-1 1/2"
3'-4"
11'-4"
4'-8"
4'-0"
25'-9"
10'-3 1/2"
4'-5"
5'-5 3/4"
5'-6 3/4"
25'-9 1/2"
6'-3"
2'-4 3/4"
3'-11 7/8"
3'-2 1/2"
2'-3 1/2"
7'-8"
2'-3 1/4"
7'-6"
21'-11"
4'-8"
2'-9 1/2"
7'-1"
3'-10"
4'-9 3/4"
5'-7 3/4"
4'-6 1/2"
6'-0 1/2"
2'-5"
5'-9 1/2"
8'-6"
5'-3 1/2"
11'-2 1/2"
U04
U05
U01
U08
U09
U02
U03
U06
P
R
6.07
6.08
6.02
6.49
6.10
6.39
6.03
6.01
6.18
6.23
6.68
6.25
6.47
6.17
6.16
6.39
6.39
6.26
10
0"
6.75
CLR.
1'-6"
2'-3"
5'-9"
8'-0"
2'-10"
1" END PANEL
2'-0"
2'-9"
2'-6"
6.80
6.10
6.05
6.08
6.13
2'-10"
1'-6"
3'-8"
8'-0"
2'-10"
2'-11"
2'-3"
6.80
6.05
6.06
6.10
6.50
2'-10"
1'-6"
3'-8"
8'-0"
2'-0"
6'-0"
2'-9"
2'-6"
2'-9"
2'-6"
6.03
6.06
6.01
6.05
6.07
3'-0"
6"
2'-10"
6'-8"A.F.F.
6.68
6.22
6.62
4'-0"
6.17
2'-10"
6"
3'-0"
6'-8"
2'-0"
3'-0"
1'-0"
1/4" FILLER
6'-3"
6.22
6.21
6.62
6.05
6.18
6.23
6.47
6.17
BB
DD
AA
6.18
6.23
6.26
4'-0"
KEYNOTES
GENERAL NOTES
GROSS AREA
1. REFER TO BUILDING PLANS FOR ADDITIONAL SEPARATION WALL TYPES.
2. COORDINATE FINAL HVAC FURR-DOWN LOCATIONS WITH
MECHANICAL DRAWINGS AND GENERAL CONTRACTOR.
3. COORDINATE ROUGH WALL OPENINGS WITH SHOP DRAWINGS AND
GENERAL CONTRACTOR
4. VERIFY ALL ROUGH-IN LOCATIONS WITH GENERAL CONTRACTOR
PRIOR TO COMMENCEMENT OF WORK.
5. COORDINATE WITH MECHANICAL, PLUMBING, ELECTRICAL AND
OWNERS TELECOM SUB-CONTRACTOR FOR ALL LOCATIONS.
6. SMOKE DETECTORS FOR ALL SLEEPING AREAS SHALL BE A MINIMUM
OF 3' FROM DUCT OPENINGS.
7. FIRE EXTINGUISHER LOCATED IN CORRIDOR, REFER TO FLOOR PLANS
FOR LOCATION.
8. TYPICAL AT ALL CLOSETS: 1 ROD/1 SHELF - ROD IS @ +75" (12" SHELF)
DOUBLE ROD & SHELVES @ +40", +80".
9. AT ALL EXTERIOR & UNIT SEPARATION WALLS, DRYWALL SHALL RUN
CONTINUOUS BEHIND ALL TUBS TO MAINTAIN SOUND & FIRE RATING.
10. ALIGN CARPET REDUCER W/CENTERLINE OF DOOR IN CLOSED
POSITION OR CENTERLINE OF JAMB @ GYP. BOARD OPENING.(U.N.O.)
11. CABINET LAYOUTS ARE SHOWN CONCEPTUALLY SUB-CONTRACTOR
SHALL SUBMIT SHOP DRAWINGS FOR FINAL CONFIGURATION AND
APPROVAL BY OWNER. ALL M.E.P. TRADES TO COORDINATE
LOCATIONS W/ APPROVED CABINET SHOP DRAWINGS.
12. VENT STACKS TO BE COMBINED WHEREVER POSSIBLE TO MINIMIZE
THE QUANTITY, COORDINATE WITH MECHANICAL / PLUMBING. HEIGHT
OF VENT STACKS TO BE MIN. ALLOWED BY CODE
13. ALL BEDROOMS TO BE PROVIDED W/ SWITCH, J-BOX, AND SUPPORT
FOR CEILING FAN. COORDINATE LOCATION WITH ELECTRICAL
DRAWINGS
14. PROVIDE ELECTRICAL PANELS AS INDICATED ON ELECTRICAL PLANS.
PAINT TO MATCH SURROUNDING WALL.
15. ALL EXTERIOR WALL ARE 2x6 U.N.O.
16. SEE SHEET A0.8.2.1 - A08.2.2 FOR GENERAL UNIT NOTES AND GRAB
BAR BLOCKING DIAGRAMS, MOUNTING HEIGHTS PER ACCESSIBILITY
SCOPING.
17. WATER CLOSETS SHALL BE 18" CLEAR MIN. FROM CENTERLINE OF
TOILET TO FINISH OF ADJACENT WALL, UNLESS NOTED OTHERWISE.
18. LAVATORY FAUCET CONTROLS AND OPERATING MECHANISMS SHALL
BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT
GRASPING, PINCHING OR TWISTING OF THE WRIST. THE FORCE
REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 LB.
19. ALL UNDESIGNATED (NON-BEARING) INTERIOR WALLS ARE TYPE 'AA'
AND 'NN' TYPICALLY, UNLESS NOTED OTHERWISE.
20. HARD SURFACES IN ALL ROOMS EXCEPT BEDROOMS AND BEDROOM
CLOSETS. ACOUSTIMAT OR EQUAL REQUIRED AT ALL HARD SURFACES.
SEE DRAWING A0.1 FOR ADDITIONAL
SYMBOLS
30"X 48"
CLEAR FLOOR
SPACE FOR
WHEELCHAIR
48"X 56"
CLEAR FLOOR
SPACE FOR
ACCESSIBILITY
AT TOILET
5' TURNING RADIUS
60"X 66"
CLEAR FLOOR
SPACE FOR
ACCESSIBILITY AT
TYPE A UNIT
TOILET
W/ LAV.
EXCEPTION
MANEUVERING CLEAR
TYPE A UNIT KEYNOTES
TYPE A UNIT GEN. NOTES
1. WASHER & DRYER MAY BE PULLED FORWARD AND
DOOR REMOVED FOR GREATER ACCESS WHEN
REQUIRED
2. INSTALLATION OF REINFORCING FOR FUTURE
GRAB BARS PER DETAILS ON SHEET A6.0.1 THRU
A6.0.3.
3. 30X48 CLEAR FLOOR SPACE AT ALL APPLIANCES
AND FIXTURES PER ANSI. REQUIREMENTS, REFER TO
DRAWINGS A0.8.2.1 & A0.8.2.2.
4. RECEPTACLES MUST BE MOUNTED AT 15"
MINIMUM FROM FINISH FLOOR TO BOTTOM OF
RECEPTACLE AND 42" MAX TO TOP OF
RECEPTACLE
5. HEIGHTS OF SWITCHES, THERMOSTATS AND OTHER
ENVIRONMENTAL CONTROLS MUST BE MOUNTED
NO HIGHER THAN 48". THE HEIGHT MUST BE
REDUCED TO 46" MAX OVER AN OBSTRUCTION UP
TO 24" IN DEPTH NOT HAVING KNEE SPACE.
6. PROVIDE MANEUVERING CLEARANCE AT
MANUAL SWINGING DOORS AT ALL USER
PASSAGE DOORS, WITH THE EXCEPTION OF
EXEMPT BATHROOMS.
7. WATER SUPPLY & DRAIN LINES UNDER LAVATORY
OR SINKS SHALL BE INSULATED TO PROTECT
AGAINST CONTACT.
8. WATER CLOSET HEIGHT SHALL BE 17" - 19"
MEASURED FROM THE FINISH FLOOR TO TOP OF
THE TOILET SEAT.
9. CARPETING SHALL BE LEVEL LOOP WITHOUT PAD.
MAX. PILE HEIGHT SHALL BE 1/2", PROVIDE EDGE
STRIP CONTINUOUS AT ALL EXPOSED EDGES WITH
A BEVELED SLOPE (SLOPE SHALL NOT EXCEED 1:2)
10. ALL LATCH SETS & LOCK SETS SHALL BE LEVER
TYPE.
11. REFRIGERATOR AND FREEZER SHALL COMPLY
WITH ANSI 1002.12.6.6
12. HAND OPERATED FLUSH CONTROLS ARE TO BE
LOCATED ON THE OPEN SIDE OF THE WATER
CLOSET
13. 12" CLEAR SIDE CLEARANCE IS REQUIRED AT THE
EXTERIOR FACE OF ALL UNIT ENTRY DOORS. TO
TOP OF CONTROLS AND 18” ON THE INTERIOR
(PULL SIDE)
14. REINFORCING DIMENSIONS ARE NOMINAL,
PROVIDE SUFFICIENT REINFORCING FOR GRAB
BAR MOUNTING (ADDITIONAL 2" PUSH SIDE)
15. PROVIDE DISHWASHER WITH H/C APPROVED
HEIGHT.
16. PROVIDE 1/2" MAX. LEVEL CHANGE FOR H/C
ACCESS
SLOPE
SD
DROP CEILING - GYP BD. ON 2 1/2" METAL STUD FRAMING
GYPSUM BOARD CEILING APPLIED TO THE UNDERSIDE OF
STRUCTURE
WALL/PARTITION/ASSEMBLY TYPE INDICATOR, REFER TO
DRAWING A9.1.1 THROUGH A9.1.4
DOOR TYPE, REFER TO DRAWING A8.1.1
WINDOW TYPE, REFER TO DRAWING A8.3.1
ELECTRICAL PANEL - REFER TO ELEC.
COMMUNICATION PANEL - REFER TO ELEC.
SLOPE TO DRAIN
SMOKE DETECTOR - REFER TO ELECTRICAL
CEILING FAN/LIGHT KIT, WITH DUAL SWITCH - REFER TO
ELEC.
ALIGN SYMBOL: "WORD" SIDE DENOTES REFERENCE FOR
SURFACE ALIGNMENT
ALIGN
A101
1
1
1
1 INTERIOR ELEVATIONS MARKER
60" MIN
60" MIN
24" MIN
36" MIN
12" MIN
T-SHAPED TURNING
SPACE
AA.
28" LONG BY 6" HIGH GRAB BAR WALL
REINFORCING TO BE PROVIDED MOUNTED AT
35" O.C. A.F.F. - IN ACCORDANCE WITH ICC
A117.1 604.5
BB.
42" LONG BY 6" HIGH GRAB BAR WALL
REINFORCING TO BE PROVIDED MOUNTED AT
35" O.C. A.F.F.- IN ACCORDANCE WITH ICC
A117.1 604.5
CC.
TUB CONTROL END WALL: PROVIDE
HORIZONTAL REINFORCING 24" LONG AT
FRONT EDGE AT 33"-36" O.C. A.F.F. & VERTICAL
REINFORCING 18" HIGH 3" MIN TO 6" O.C.
MAX ABOVE HORIZONTAL, AND 4" MAX
INWARD FROM FRONT EDGE OF TUB - IN
ACCORDANCE WITH ICC A117.1 607.4.2.2
DD.
PROVIDE TUB BACK WALL REINFORCING 24"
LONG LOCATED 24" MAX FROM HEAD WALL
AND EXTEND 12" MAX FROM CONTROL WALL
AT 9" ABOVE TUB RIM TO 33"-36" O.C. MAX
A.F.F. - IN ACCORDANCE WITH ICC A117.1
607.4.2.1
EE.
TUB HEAD END WALL: PROVIDE REINFORCING
12" MIN. LONG AT FRONT EDGE OF TUB AT
33"-36" O.C. A.F.F. - IN ACCORDANCE WITH
ICC A117.1 607.4.2.3
FF.
PROVIDE SWING-UP GRAB BAR REINFORCING
IN ADDITION TO 24" REINFORCING (ITEM AA)
TO 18" O.C. FROM WATER CLOSET 12" HIGH
TOP TO ALIGN WITH TOP OF 24" REINFORCING
(ITEM AA) -IN ACCORDANCE WITH ICC A117.1
604.5.3
HH.
CLOSET, PANTRY AND LINEN SHELVES TO BE
18" DEEP MAX. AT 'TYPE A' UNITS
JJ.
PROVIDE SHOWER CONTROL WALL
HORIZONTAL REINFORCING 6" MAX. FROM
ADJACENT WALL AT 36" A.F.F. & VERTICAL
REINFORCING 18" HIGH 3" MIN TO 6" O.C.
MAX ABOVE HORIZONTAL, AND 4" MAX
INWARD FROM FRONT EDGE OF THE
SHOWER - IN ACCORDANCE WITH ICC A117.1
608.3.2 AND 608.3.1.
KK.
HAND SHOWER WITH A HOSE 59" MIN. IN
LENGTH. SHALL HAVE A NON-POSITIVE SHUT-
OFF FEATURE IN ACCORDANCE WITH ICC
A117.1 608.6
LL.
SHOWER CONTROLS AND HAND SHOWER
SHALL BE LOCATED ON THE CONTROL WALL,
38" MIN. AND 48" MAX. ABOVE SHOWER
FLOOR PER ICC A117.1 608.5.1 & 608.5.2
SYMBOLS
NOTE: AREAS ARE CALCULATED FROM CENTERLINE OF DOUBLE STUD
AIR SPACE TO OUTSIDE FACE OF EXTERIOR WALLS AND INCLUDE ALL
INTERNAL WALLS AND CAVITIES, BUT EXCLUDE BUILDING FRAME-
OUTS, POP-OUTS AND OTHER FAUX ELEVATION FEATURES.
NOTE: AREA IS BASED ON A STANDARD OF MEASURING ONLY TO THE
INSIDE SURFACE OF THE EXTERIOR WALLS "PAINT TO PAINT". DOES
NOT INCLUDE PATIO/BALCONY AND DOES NOT DEDUCT FOR
INTERIOR WALLS.
NET AREA
APPLIANCE SCHEDULE
NOTE:
1. BASE MANUFACTURER IS GENERAL ELECTRIC.
OTHER MANUFACTURER WITH EQUIVALENT
APPLIANCE WILL BE CONSIDERED. ALL WITH
STAINLESS STEEL FINISH.
2. COORDINATE CABINET LAYOUT W/ CABINET
CONTRACTOR, SHOP DRAWINGS & APPLIANCE
CUT SHEETS
NOTE:
1. INCLUDE POWER CORD.
2. INCLUDE ELBOW AND POWER CORD.
3. REFRIGERATOR TO INCLUDE FACTORY INSTALLED
ICE MAKER AND WATER DISPENSER.
TYPE A UNITS
Kitchen
Bathrooms
Entry
1. 1x6 SQUARE EDGE MDF
2. VINYL PLANK FLOORING
3. LEVEL 3 TEXTURE & PAINT
4. BACKSPLASH TILE
5. SHOWER TILE
6. SEALED CONCRETE
7. CARPET
2
1
3
3
2
1
3
3
2
1
3&4
3
7
1
3
3
2
1
3
3
2
1
3&5
3
7
1
3
3
2
1
3
3
2
1
3
3
Notes:
1. ALL interior walls/soffits to receive 90 degree gyp bd
corner bead (90 degree corners at window
locations)
2. Typical schedule - not all rooms on schedule shown.
3. HARD FLOOR SURFACES IN ALL ROOMS, U.N.O..
ACOUSTIMAT OR EQUAL REQUIRED AT ALL HARD
SURFACES.
ROOM FINISH SCHEDULE
TYPICAL MATERIAL
Floor
Room
Wall
Base
Ceiling
Closets
Washer/Dryer
Hall
Living room
Dining room
Bedrooms
FOR CONSTRUCTION
OR RECORDING
SCHEMATIC NOT
A R C H I T E C T U R E. P L A N N I N G.
L A N D S C A P E A R C H I T E C T U R E.
+
CRITICAL THINKING / CREATIVE DESIGN
ASSOCIATES
TODD
4019 N. 44TH ST. / PHOENIX, AZ 85018
602 - 952 - 8280 / TODDASSOC.COM
Copyright 2021 Todd & Associates, Inc.
p
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PROJECT
NO.
CLIENT
SEAL
CONTACT
DATA
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Proj Mgr.
Dwn By:
Rev.
Date:
Description:
Rev.
PHASE
22-2015-00
GLENDALE
SENIOR
APARTMENTS
ENLARGED UNIT A1
TYPE A
A6.1.2A
MERCY HOUSING
6515 W. MARYLAND AVE.
GLENDALE, AZ 85301
(623)-937-0418
09/19/22
100% DD Set
Design Development
Author
6.49
30" WORK SURFACE - PROVIDE REMOVABLE BASE
CABINET W/ COUNTERTOP SUPPORT BRACKETS.
FLOORING SHALL EXTEND UNDER THE COUNTER TO
THE WALL
6.50
COUNTERTOP MICROWAVE (IN ALL TYPE 'A' UNITS)
6.62
REMOVEABLE BASE CABINET CENTERED ON SINK
WITH COUNTERTOP SUPPORT BRACKETS CONTINUE
FINISH FLOORING UNDER CABINET TO WALL,
INSULATE DRAIN & HOT WATER PIPES
6.68
MEDICINE CABINET 12" X 30"
6.75
HOT WATER HEATER
6.80
3'-0" DEEP x 27" HIGH UPPER CABINET ABOVE
REFRIGERATOR
6.01
RANGE OVEN
6.02
SINK WITH GARBAGE DISPOSAL
6.03
MICROWAVE W/ RECIRCULATING HOOD
6.05
BASE CABINET - PROVIDE 2" FILLER PANELS ADJ.
SOLID WALLS
6.06
UPPER CABINETS - PROVIDE 2" FILLER PANELS ADJ.
SOLID WALLS
6.07
COUNTERTOP WITH TILE BACKSPLASH
6.08
DISHWASHER
6.10
REFRIGERATOR, PROVIDE RECESSED WATER SUPPLY
BOX & WATER
6.13
ISLAND/PENINSULA
6.16
SHOWER TILE SURROUND W/PRE-FAB SHOWER PAN -
36"x42" U.N.O.
6.17
TUB / SHOWER - 36"x60" U.N.O.
6.18
WATER CLOSET
6.21
MIRROR - 36" HIGH x WIDTH OF VANITY TOP W/ SLIM
LINE METAL FRAME ALL EDGES
6.22
LIGHT FIXTURE
6.23
TOILET TISSUE HOLDER
6.25
COUNTERTOP LAVATORY & 4" BACKSPLASH
6.26
24" LONG TOWEL BAR TYP.
6.39
SINGLE ROD AND SHELF
6.47
ADJUSTABLE SHOWER HEAD WITH HAND HELD
SHOWER HEAD IN ACCORDANCE WITH ANSI 607.6
1/4" = 1'-0"
1
UNIT A1 FLOOR PLAN - TYPE A
1/4" = 1'-0"
3
UNIT A1 TYPE A - KITCHEN 1
1/4" = 1'-0"
4
UNIT A1 TYPE A - KITCHEN 2
1/4" = 1'-0"
5
UNIT A1 TYPE A - KITCHEN 3
1/4" = 1'-0"
6
UNIT A1 TYPE A - BATH 1
1/4" = 1'-0"
7
UNIT A1 TYPE A - BATH 2
1/4" = 1'-0"
8
UNIT A1 TYPE A - BATH 3
1/4" = 1'-0"
9
UNIT A1 TYPE A - BATH 4
1/4" = 1'-0"
2
UNIT A1 TYPE A - RCP
1/4" = 1'-0"
10 UNIT A1 TYPE A - BATH 5
KEYNOTES
GENERAL NOTES
* UNIT GROSS S.F. THE UNIT GROSS AREA IS MEASURED FROM THE
OUTSIDE FACE OF THE EXTERIOR STUD WALL TO THE CENTER OF THE
UNITS PARTY WALL TO THE OUTSIDE FACE OF THE CORRIDOR STUD
WALL. AREA DOES NOT INCLUDE PATIOS, BALCONIES, BREEZEWAYS
OR PATIO/BALCONY STORAGE ROOMS.
* UNIT NET S.F. - IS MEASURED FROM THE INSIDE FACE OF THE ENTIRE
UNIT. (PAINT TO PAINT) AREA DOES NOT INCLUDE PATIOS,
BALCONIES, BREEZEWAYS OR PATIO/BALCONY STORAGE ROOMS.
UNIT MIX - NET S.F.
UNIT MIX - GROSS S.F.
1. REFER TO BUILDING PLANS FOR ADDITIONAL SEPARATION WALL
TYPES.
2. IN ALL "ALT" UNITS THE BALCONY POP-OUTS AND BUILDING POP-
OUTS ARE MODIFIED FROM THE STANDARD UNIT.
3. COORDINATE FINAL HVAC FURR-DOWN LOCATIONS WITH
MECHANICAL DRAWINGS AND GENERAL CONTRACTOR.
4. COORDINATE ROUGH WALL OPENINGS WITH SHOP DRAWINGS AND
GENERAL CONTRACTOR
5. VERIFY ALL ROUGH-IN LOCATIONS WITH GENERAL CONTRACTOR
PRIOR TO COMMENCEMENT OF WORK.
6. COORDINATE WITH MECHANICAL, PLUMBING, ELECTRICAL AND
OWNERS TELECOM SUB-CONTRACTOR FOR ALL LOCATIONS.
7. SMOKE DETECTORS FOR ALL SLEEPING AREAS SHALL BE A MINIMUM
OF 3' FROM DUCT OPENINGS.
8. FIRE EXTINGUISHER LOCATED IN CORRIDOR, REFER TO FLOOR PLANS
FOR LOCATION.
9. TYPICAL AT ALL CLOSETS: 1 ROD/1 SHELF - ROD IS @ +75" (12" SHELF)
DOUBLE ROD & SHELVES @ +40", +80".
10. AT ALL EXTERIOR & UNIT SEPARATION WALLS, DRYWALL SHALL RUN
CONTINUOUS BEHIND ALL TUBS TO MAINTAIN SOUND & FIRE RATING.
11. ALIGN CARPET REDUCER W/CENTERLINE OF DOOR IN CLOSED
POSITION OR CENTERLINE OF JAMB @ GYP. BOARD
OPENING.(U.N.O.)
12. CABINET LAYOUTS ARE SHOWN CONCEPTUALLY SUB-CONTRACTOR
SHALL SUBMIT SHOP DRAWINGS FOR FINAL CONFIGURATION AND
APPROVAL BY OWNER. ALL M.E.P. TRADES TO COORDINATE
LOCATIONS W/ APPROVED CABINET SHOP DRAWINGS.
13. VENT STACKS TO BE COMBINED WHEREVER POSSIBLE TO MINIMIZE
THE QUANTITY, COORDINATE WITH MECHANICAL / PLUMBING.
HEIGHT OF VENT STACKS TO BE MIN. ALLOWED BY CODE
14. ALL BEDROOMS TO BE PROVIDED W/ SWITCH, J-BOX, AND SUPPORT
FOR CEILING FAN. COORDINATE LOCATION WITH ELECTRICAL
DRAWINGS
15. PROVIDE ELECTRICAL PANELS AS INDICATED ON ELECTRICAL PLANS.
PAINT TO MATCH SURROUNDING WALL.
16. ALL EXTERIOR WALL ARE 2x6 U.N.O.
17. SEE SHEET A0.2.1 - A0.2.8 FOR GENERAL UNIT NOTES AND GRAB BAR
BLOCKING DIAGRAMS, MOUNTING HEIGHTS PER ACCESSIBILITY
SCOPING.
18. WATER CLOSETS SHALL BE 18" CLEAR. FROM CENTERLINE OF TOILET
TO FINISH OF ADJACENT WALL, UNLESS NOTED OTHERWISE.
19. LAVATORY FAUCET CONTROLS AND OPERATING MECHANISMS
SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT
GRASPING, PINCHING OR TWISTING OF THE WRIST. THE FORCE
REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5
LB.
20. ALL UNDESIGNATED (NON-BEARING) INTERIOR WALLS ARE TYPE '--'
TYPICALLY (-- @ 2X6 STUDS) UNLESS NOTED OTHERWISE.
21. HARD SURFACES IN ALL ROOMS EXCEPT BEDROOMS AND BEDROOM
CLOSETS. ACOUSTIMAT OR EQUAL REQUIRED AT ALL HARD SURFACES.
SYMBOLS
SLOPE
SLOPE TO DRAIN
DROP CEILING - GYP BD. ON 2 1/2"
METAL STUD FRAMING
GYPSUM BOARD CEILING APPLIED TO
THE UNDERSIDE OF STRUCTURE
ELECTRICAL PANEL - REFER TO ELEC.
COMMUNICATION PANEL -
REFER TO ELEC.
SD
SMOKE DETECTOR - REFER
TO ELECTRICAL
SEE DRAWING A0.1 FOR ADDITIONAL SYMBOLS
30"X 48"
CLEAR FLOOR
SPACE FOR
WHEELCHAIR
48"X 56"
CLEAR FLOOR
SPACE FOR
ACCESSIBILITY
AT TOILET
5' TURNING RADIUS
60"X 56"
CLEAR FLOOR
SPACE FOR
ACCESSIBILITY AT
TYPE A UNIT
TOILET
W/ LAV.
EXCEPTION
MANEUVERING CLEARANCES
1. WASHER & DRYER MAY BE PULLED FORWARD AND
DOOR REMOVED FOR GREATER ACCESS WHEN
REQUIRED
2. INSTALLATION OF BLOCKING FOR FUTURE GRAB
BARS PER DETAILS ON SHEET A02.1 THRU A0.2.5.
3. 30X48 CLEAR FLOOR SPACE AT ALL APPLIANCES
AND FIXTURES PER ANSI. REQUIREMENTS, REFER TO
DRAWINGS A0.2.1
4. RECEPTACLES MUST BE MOUNTED AT 15" MINIMUM
FROM FINISH FLOOR TO BOTTOM OF RECEPTACLE
5. HEIGHTS OF SWITCHES, THERMOSTATS AND OTHER
ENVIRONMENTAL CONTROLS MUST BE MOUNTED
NO HIGHER THAN 48". THE HEIGHT MUST BE
REDUCED TO 46" MAX OVER AN OBSTRUCTION UP
TO 24" IN DEPTH NOT HAVING KNEE SPACE.
6. 12" CLEAR SIDE CLEARANCE IS REQUIRED AT THE
EXTERIOR FACE OF ALL UNIT ENTRY DOORS.
7. KEYNOTES AA-FF REINFORCING DIMENSIONS ARE
NOMINAL, PROVIDE SUFFICIENT REINFORCING FOR
GRAB BAR MOUNTING (ADDITIONAL 2" EACH SIDE)
ANSI TYPE B UNIT KEYNOTES
ANSI TYPE B UNIT GEN. NOTES
SEE DRAWING A0.1 FOR ADDITIONAL SYMBOLS AND
SHEET A0.2.1 THROUGH A0.2.8 FOR ADDITIONAL
BLOCKING LOCATIONS
ROOM FINISH SCHEDULE
Notes:
1. ALL interior walls/soffits to receive 90 degree gyp
bd corner bead (90 degree corners at window
locations)
2. Typical schedule - not all rooms on schedule
shown.
3. HARD SURFACES IN ALL ROOMS EXCEPT
BEDROOMS AND BEDROOM CLOSETS.
ACOUSTIMAT OR EQUAL REQUIRED AT ALL HARD
SURFACES.
TYPICAL MATERIAL
Floor
Room
Wall
Base
Ceiling REMARKS
Closets
Storage
Washer/Dryer
Hall
5
-
-
Living room
Dining room
Bedrooms
Kitchen
Bath rooms
6
6
Entry
Garage
1. Sealed concrete
U.N.O.
U.N.O.
6
6
REFER TO SHEET ID-0.2 FOR UNIT FINISHES
4
DINING
LIVING
KITCHEN
PANTRY
CLO.
CLO.
CLO.
BEDROOM 1
BEDROOM 2
BATH
ENTRY
PATIO
CLO.
L
25'-8 1/2"
25'-9"
A6.1.3
3
4
5
A6.1.3
6
7
8
9
3'-4"
7'-7"
2'-7"
10'-11 1/2"
4'-0"
5'-8"
3'-9"
2'-5 7/8"
2'-1 1/2"
4'-8"
1'-11"
3'-10"
15'-2"
4'-11"
5'-1 1/4"
8 3/4"
12'-7 1/2"
3'-11"
3'-0 1/2"
3'-0"
3'-1 1/2"
STAIR 1
195
5'-9 1/2"
6'-1"
2'-7"
7'-2"
4'-7 1/2"
CLR.
1'-6"
6'-5 1/2"
2'-3 1/2"
6.39
6.08
6.02
6.01
6.10
6.07
6.18
6.26
6.17
6.16
6.24
6.68
6.23
6.25
6.12
6.05
6.39
6.71
6.09
6.39
6.39
U01
U08
U08
U08
U05
U04
U04
U02
U03
U07
U11
U11
6.75
W1
W2
W2
2"
SLOPE
1/8"/ft.
2'-9"
2'-9"
3'-0"
6.05
6.12
3'-0"
3'-6"
1'-6"
3'-0"
2'-3"
2'-9"
3'-0"
8'-0"
3'-0"
1'-6"
2'-6"
3'-0"
2'-9"
2'-3"
3/4" FILLER
3'-0"
1'-6"
2'-6"
3'-0"
2'-9"
2'-3 3/4"
3'-6"
1'-6"
3'-0"
8'-0"
6.06
6.06
6.80
6.03
6.08
6.01
6.05
6.10
6.07
4'-0 5/8"
6.23
6.18
6.26
6.26
6.17
7'-0" A.F.F.
6.17
6.24
6.16
2'-10"
6"
3'-0"
7'-0" A.F.F.
1'-0" 1'-9" 1'-0"
3/4" FILLER
6.05
6.12
6.21
6.18
6.23
6.24
6.16
6.25
3'-4"
9'-4"
3'-4"
4'-8"
1'-4"
1'-9 7/8"
4'-8"
2'-9 1/2"
LIVING ROOM
BALCONY
BEDROOM
STAIR 1
195
6.29
SLOPE
1/8"/ft.
2"
FOR CONSTRUCTION
OR RECORDING
SCHEMATIC NOT
A R C H I T E C T U R E. P L A N N I N G.
L A N D S C A P E A R C H I T E C T U R E.
+
CRITICAL THINKING / CREATIVE DESIGN
ASSOCIATES
TODD
4019 N. 44TH ST. / PHOENIX, AZ 85018
602 - 952 - 8280 / TODDASSOC.COM
Copyright 2021 Todd & Associates, Inc.
p
f
PROJECT
NO.
CLIENT
SEAL
CONTACT
DATA
"PROMPT PAYMENT NOTICE"
Choose Appropriate Option from the Titleblock
properties. There are 5 options, make the option you
want visible and make sure the rest are unchecked.
Also clear check box for instructions.
Proj Mgr.
Dwn By:
Rev.
Date:
Description:
Rev.
PHASE
22-2015-00
GLENDALE
SENIOR
APARTMENTS
ENLARGED UNIT B1
A6.1.3
MERCY HOUSING
6515 W. MARYLAND AVE.
GLENDALE, AZ 85301
(623)-937-0418
09/19/22
100% DD Set
Design Development
Author
1/4" = 1'-0"
1
UNIT B1 - FLOOR PLAN
1/4" = 1'-0"
3
UNIT B1 - KITCHEN 1
1/4" = 1'-0"
4
UNIT B1 - KITCHEN 2
1/4" = 1'-0"
5
UNIT B1 - KITCHEN 3
1/4" = 1'-0"
6
UNIT B1 - BATH 1
1/4" = 1'-0"
7
UNIT B1 - BATH 2
1/4" = 1'-0"
8
UNIT B1 - BATH 3
1/4" = 1'-0"
9
UNIT B1 - BATH 4
1/4" = 1'-0"
2
UNIT B1 - RCP
1/4" = 1'-0"
10 UNIT B1 - BALCONY
6.39
SINGLE ROD AND SHELF
6.68
MEDICINE CABINET 12" X 30"
6.71
LINEN CLOSET
6.75
HOT WATER HEATER
6.80
3'-0" DEEP x 27" HIGH UPPER CABINET
ABOVE REFRIGERATOR
6.01
RANGE OVEN
6.02
SINK WITH GARBAGE DISPOSAL
6.03
MICROWAVE W/ RECIRCULATING HOOD
6.05
BASE CABINET - PROVIDE 2" FILLER PANELS
ADJ. SOLID WALLS
6.06
UPPER CABINETS - PROVIDE 2" FILLER
PANELS ADJ. SOLID WALLS
6.07
COUNTERTOP WITH TILE BACKSPLASH
6.08
DISHWASHER
6.09
PANTRY CABINET W/ 5 SHELVES. PANTRY,
AND CABINET ABOVE FRIG., ARE TO BE
FLUSH WITH FRONT FACE OF
REFRIGRATOR
6.10
REFRIGERATOR, PROVIDE RECESSED
WATER SUPPLY BOX & WATER
6.12
2x WALL BELOW COUNTER
6.16
SHOWER TILE SURROUND W/PRE-FAB
SHOWER PAN - 36"x42" U.N.O.
6.17
TUB / SHOWER - 36"x60" U.N.O.
6.18
WATER CLOSET
6.21
MIRROR - 36" HIGH x WIDTH OF VANITY
TOP W/ SLIM LINE METAL FRAME ALL
EDGES
6.23
TOILET TISSUE HOLDER
6.24
SHOWER HEAD
6.25
COUNTERTOP LAVATORY & 4"
BACKSPLASH
6.26
24" LONG TOWEL BAR TYP.
6.29
PATIO / BALCONY RAIL @ 42" A.F.F.
W1
W2
W2
W4
DINING
LIVING
KITCHEN
PANTRY
CLO.
CLO.
CLO.
BEDROOM 1
BEDROOM 2
BATH
ENTRY
BALCONY
L
7'-6"
21'-11"
25'-9"
12'-3"
13'-6"
A6.1.3A
5
3
4
6
A6.1.3A
9
7
8
10
35'-11 1/2"
10'-11 1/2"
2'-7"
7'-7"
3'-4"
11'-6"
4'-8"
4'-10"
35'-11 1/2"
6'-4 1/2"
2'-6"
5'-9"
15'-2 1/2"
6'-1 1/2"
6'-1"
5'-8 1/2"
5'-11"
4'-7"
2'-7"
10'-9"
11'-4"
8'-3"
6'-5 1/2"
2'-0 1/2"
5'-11"
2'-10 5/8"
5'-4 3/4"
2'-3"
U04
U04
U11
U11
U05
U07
U08
U01
U02
U03
3'-3"
6.75
0"
6.12
6.13
6.08
6.07
6.01
6.50
6.10
6.18
6.23
6.26
6.17
6.16
6.47
6.39
5'-8"
3'-8 1/2"
4'-8"
6.25
CLR.
1'-6"
R
SLOPE
1/8"/ft.
2'-10"
6.05
6.49
2'-9"
2'-9"
6.12
2'-10"
3'-0"
2'-6"
2'-6"
8'-0"
2'-3"
5'-9"
8'-0"
3'-8"
1'-6"
2'-10"
8'-0"
3/8" END PANEL
3'-0"
2'-6"
2'-6"
2'-0"
2'-9"
2'-3"
7/8" FILLER
3/8" END PANEL
3'-0"
2'-6"
2'-6"
2'-0"
2'-9"
2'-3 7/8"
6.06
6.80
6.10
6.05
6.01
6.08
6.07
6.50
2'-10"
5'-9"
2'-3"
8'-0"
6.12
6.13
2'-10"
6"
3'-0"
6.17
6.16
7'-0"
1'-6" 1'-3"
3'-0"
1'-0"
6.12
6.62
6.18
6.23
4'-0"
6.21
AA
4'-0"
6.18
6.23
6.26
6'-3"A.F.F.
6.17
6.47
CC
BB
6.17
6'-3"A.F.F.
DD
DD
6.47
6.16
KEYNOTES
GENERAL NOTES
GROSS AREA
1. REFER TO BUILDING PLANS FOR ADDITIONAL SEPARATION WALL TYPES.
2. COORDINATE FINAL HVAC FURR-DOWN LOCATIONS WITH
MECHANICAL DRAWINGS AND GENERAL CONTRACTOR.
3. COORDINATE ROUGH WALL OPENINGS WITH SHOP DRAWINGS AND
GENERAL CONTRACTOR
4. VERIFY ALL ROUGH-IN LOCATIONS WITH GENERAL CONTRACTOR
PRIOR TO COMMENCEMENT OF WORK.
5. COORDINATE WITH MECHANICAL, PLUMBING, ELECTRICAL AND
OWNERS TELECOM SUB-CONTRACTOR FOR ALL LOCATIONS.
6. SMOKE DETECTORS FOR ALL SLEEPING AREAS SHALL BE A MINIMUM
OF 3' FROM DUCT OPENINGS.
7. FIRE EXTINGUISHER LOCATED IN CORRIDOR, REFER TO FLOOR PLANS
FOR LOCATION.
8. TYPICAL AT ALL CLOSETS: 1 ROD/1 SHELF - ROD IS @ +75" (12" SHELF)
DOUBLE ROD & SHELVES @ +40", +80".
9. AT ALL EXTERIOR & UNIT SEPARATION WALLS, DRYWALL SHALL RUN
CONTINUOUS BEHIND ALL TUBS TO MAINTAIN SOUND & FIRE RATING.
10. ALIGN CARPET REDUCER W/CENTERLINE OF DOOR IN CLOSED
POSITION OR CENTERLINE OF JAMB @ GYP. BOARD OPENING.(U.N.O.)
11. CABINET LAYOUTS ARE SHOWN CONCEPTUALLY SUB-CONTRACTOR
SHALL SUBMIT SHOP DRAWINGS FOR FINAL CONFIGURATION AND
APPROVAL BY OWNER. ALL M.E.P. TRADES TO COORDINATE
LOCATIONS W/ APPROVED CABINET SHOP DRAWINGS.
12. VENT STACKS TO BE COMBINED WHEREVER POSSIBLE TO MINIMIZE
THE QUANTITY, COORDINATE WITH MECHANICAL / PLUMBING. HEIGHT
OF VENT STACKS TO BE MIN. ALLOWED BY CODE
13. ALL BEDROOMS TO BE PROVIDED W/ SWITCH, J-BOX, AND SUPPORT
FOR CEILING FAN. COORDINATE LOCATION WITH ELECTRICAL
DRAWINGS
14. PROVIDE ELECTRICAL PANELS AS INDICATED ON ELECTRICAL PLANS.
PAINT TO MATCH SURROUNDING WALL.
15. ALL EXTERIOR WALL ARE 2x6 U.N.O.
16. SEE SHEET A0.8.2.1 - A08.2.2 FOR GENERAL UNIT NOTES AND GRAB
BAR BLOCKING DIAGRAMS, MOUNTING HEIGHTS PER ACCESSIBILITY
SCOPING.
17. WATER CLOSETS SHALL BE 18" CLEAR MIN. FROM CENTERLINE OF
TOILET TO FINISH OF ADJACENT WALL, UNLESS NOTED OTHERWISE.
18. LAVATORY FAUCET CONTROLS AND OPERATING MECHANISMS SHALL
BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT
GRASPING, PINCHING OR TWISTING OF THE WRIST. THE FORCE
REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 LB.
19. ALL UNDESIGNATED (NON-BEARING) INTERIOR WALLS ARE TYPE 'AA'
AND 'NN' TYPICALLY, UNLESS NOTED OTHERWISE.
20. HARD SURFACES IN ALL ROOMS EXCEPT BEDROOMS AND BEDROOM
CLOSETS. ACOUSTIMAT OR EQUAL REQUIRED AT ALL HARD SURFACES.
SEE DRAWING A0.1 FOR ADDITIONAL
SYMBOLS
30"X 48"
CLEAR FLOOR
SPACE FOR
WHEELCHAIR
48"X 56"
CLEAR FLOOR
SPACE FOR
ACCESSIBILITY
AT TOILET
5' TURNING RADIUS
60"X 66"
CLEAR FLOOR
SPACE FOR
ACCESSIBILITY AT
TYPE A UNIT
TOILET
W/ LAV.
EXCEPTION
MANEUVERING CLEAR
TYPE A UNIT KEYNOTES
TYPE A UNIT GEN. NOTES
1. WASHER & DRYER MAY BE PULLED FORWARD AND
DOOR REMOVED FOR GREATER ACCESS WHEN
REQUIRED
2. INSTALLATION OF REINFORCING FOR FUTURE
GRAB BARS PER DETAILS ON SHEET A6.0.1 THRU
A6.0.3.
3. 30X48 CLEAR FLOOR SPACE AT ALL APPLIANCES
AND FIXTURES PER ANSI. REQUIREMENTS, REFER TO
DRAWINGS A0.8.2.1 & A0.8.2.2.
4. RECEPTACLES MUST BE MOUNTED AT 15"
MINIMUM FROM FINISH FLOOR TO BOTTOM OF
RECEPTACLE AND 42" MAX TO TOP OF
RECEPTACLE
5. HEIGHTS OF SWITCHES, THERMOSTATS AND OTHER
ENVIRONMENTAL CONTROLS MUST BE MOUNTED
NO HIGHER THAN 48". THE HEIGHT MUST BE
REDUCED TO 46" MAX OVER AN OBSTRUCTION UP
TO 24" IN DEPTH NOT HAVING KNEE SPACE.
6. PROVIDE MANEUVERING CLEARANCE AT
MANUAL SWINGING DOORS AT ALL USER
PASSAGE DOORS, WITH THE EXCEPTION OF
EXEMPT BATHROOMS.
7. WATER SUPPLY & DRAIN LINES UNDER LAVATORY
OR SINKS SHALL BE INSULATED TO PROTECT
AGAINST CONTACT.
8. WATER CLOSET HEIGHT SHALL BE 17" - 19"
MEASURED FROM THE FINISH FLOOR TO TOP OF
THE TOILET SEAT.
9. CARPETING SHALL BE LEVEL LOOP WITHOUT PAD.
MAX. PILE HEIGHT SHALL BE 1/2", PROVIDE EDGE
STRIP CONTINUOUS AT ALL EXPOSED EDGES WITH
A BEVELED SLOPE (SLOPE SHALL NOT EXCEED 1:2)
10. ALL LATCH SETS & LOCK SETS SHALL BE LEVER
TYPE.
11. REFRIGERATOR AND FREEZER SHALL COMPLY
WITH ANSI 1002.12.6.6
12. HAND OPERATED FLUSH CONTROLS ARE TO BE
LOCATED ON THE OPEN SIDE OF THE WATER
CLOSET
13. 12" CLEAR SIDE CLEARANCE IS REQUIRED AT THE
EXTERIOR FACE OF ALL UNIT ENTRY DOORS. TO
TOP OF CONTROLS AND 18” ON THE INTERIOR
(PULL SIDE)
14. REINFORCING DIMENSIONS ARE NOMINAL,
PROVIDE SUFFICIENT REINFORCING FOR GRAB
BAR MOUNTING (ADDITIONAL 2" PUSH SIDE)
15. PROVIDE DISHWASHER WITH H/C APPROVED
HEIGHT.
16. PROVIDE 1/2" MAX. LEVEL CHANGE FOR H/C
ACCESS
SLOPE
SD
DROP CEILING - GYP BD. ON 2 1/2" METAL STUD FRAMING
GYPSUM BOARD CEILING APPLIED TO THE UNDERSIDE OF
STRUCTURE
WALL/PARTITION/ASSEMBLY TYPE INDICATOR, REFER TO
DRAWING A9.1.1 THROUGH A9.1.4
DOOR TYPE, REFER TO DRAWING A8.1.1
WINDOW TYPE, REFER TO DRAWING A8.3.1
ELECTRICAL PANEL - REFER TO ELEC.
COMMUNICATION PANEL - REFER TO ELEC.
SLOPE TO DRAIN
SMOKE DETECTOR - REFER TO ELECTRICAL
CEILING FAN/LIGHT KIT, WITH DUAL SWITCH - REFER TO
ELEC.
ALIGN SYMBOL: "WORD" SIDE DENOTES REFERENCE FOR
SURFACE ALIGNMENT
ALIGN
A101
1
1
1
1 INTERIOR ELEVATIONS MARKER
60" MIN
60" MIN
24" MIN
36" MIN
12" MIN
T-SHAPED TURNING
SPACE
AA.
28" LONG BY 6" HIGH GRAB BAR WALL
REINFORCING TO BE PROVIDED MOUNTED AT
35" O.C. A.F.F. - IN ACCORDANCE WITH ICC
A117.1 604.5
BB.
42" LONG BY 6" HIGH GRAB BAR WALL
REINFORCING TO BE PROVIDED MOUNTED AT
35" O.C. A.F.F.- IN ACCORDANCE WITH ICC
A117.1 604.5
CC.
TUB CONTROL END WALL: PROVIDE
HORIZONTAL REINFORCING 24" LONG AT
FRONT EDGE AT 33"-36" O.C. A.F.F. & VERTICAL
REINFORCING 18" HIGH 3" MIN TO 6" O.C.
MAX ABOVE HORIZONTAL, AND 4" MAX
INWARD FROM FRONT EDGE OF TUB - IN
ACCORDANCE WITH ICC A117.1 607.4.2.2
DD.
PROVIDE TUB BACK WALL REINFORCING 24"
LONG LOCATED 24" MAX FROM HEAD WALL
AND EXTEND 12" MAX FROM CONTROL WALL
AT 9" ABOVE TUB RIM TO 33"-36" O.C. MAX
A.F.F. - IN ACCORDANCE WITH ICC A117.1
607.4.2.1
EE.
TUB HEAD END WALL: PROVIDE REINFORCING
12" MIN. LONG AT FRONT EDGE OF TUB AT
33"-36" O.C. A.F.F. - IN ACCORDANCE WITH
ICC A117.1 607.4.2.3
FF.
PROVIDE SWING-UP GRAB BAR REINFORCING
IN ADDITION TO 24" REINFORCING (ITEM AA)
TO 18" O.C. FROM WATER CLOSET 12" HIGH
TOP TO ALIGN WITH TOP OF 24" REINFORCING
(ITEM AA) -IN ACCORDANCE WITH ICC A117.1
604.5.3
HH.
CLOSET, PANTRY AND LINEN SHELVES TO BE
18" DEEP MAX. AT 'TYPE A' UNITS
JJ.
PROVIDE SHOWER CONTROL WALL
HORIZONTAL REINFORCING 6" MAX. FROM
ADJACENT WALL AT 36" A.F.F. & VERTICAL
REINFORCING 18" HIGH 3" MIN TO 6" O.C.
MAX ABOVE HORIZONTAL, AND 4" MAX
INWARD FROM FRONT EDGE OF THE
SHOWER - IN ACCORDANCE WITH ICC A117.1
608.3.2 AND 608.3.1.
KK.
HAND SHOWER WITH A HOSE 59" MIN. IN
LENGTH. SHALL HAVE A NON-POSITIVE SHUT-
OFF FEATURE IN ACCORDANCE WITH ICC
A117.1 608.6
LL.
SHOWER CONTROLS AND HAND SHOWER
SHALL BE LOCATED ON THE CONTROL WALL,
38" MIN. AND 48" MAX. ABOVE SHOWER
FLOOR PER ICC A117.1 608.5.1 & 608.5.2
SYMBOLS
NOTE: AREAS ARE CALCULATED FROM CENTERLINE OF DOUBLE STUD
AIR SPACE TO OUTSIDE FACE OF EXTERIOR WALLS AND INCLUDE ALL
INTERNAL WALLS AND CAVITIES, BUT EXCLUDE BUILDING FRAME-
OUTS, POP-OUTS AND OTHER FAUX ELEVATION FEATURES.
NOTE: AREA IS BASED ON A STANDARD OF MEASURING ONLY TO THE
INSIDE SURFACE OF THE EXTERIOR WALLS "PAINT TO PAINT". DOES
NOT INCLUDE PATIO/BALCONY AND DOES NOT DEDUCT FOR
INTERIOR WALLS.
NET AREA
APPLIANCE SCHEDULE
NOTE:
1. BASE MANUFACTURER IS GENERAL ELECTRIC.
OTHER MANUFACTURER WITH EQUIVALENT
APPLIANCE WILL BE CONSIDERED. ALL WITH
STAINLESS STEEL FINISH.
2. COORDINATE CABINET LAYOUT W/ CABINET
CONTRACTOR, SHOP DRAWINGS & APPLIANCE
CUT SHEETS
NOTE:
1. INCLUDE POWER CORD.
2. INCLUDE ELBOW AND POWER CORD.
3. REFRIGERATOR TO INCLUDE FACTORY INSTALLED
ICE MAKER AND WATER DISPENSER.
TYPE A UNITS
Kitchen
Bathrooms
Entry
1. 1x6 SQUARE EDGE MDF
2. VINYL PLANK FLOORING
3. LEVEL 3 TEXTURE & PAINT
4. BACKSPLASH TILE
5. SHOWER TILE
6. SEALED CONCRETE
7. CARPET
2
1
3
3
2
1
3
3
2
1
3&4
3
7
1
3
3
2
1
3
3
2
1
3&5
3
7
1
3
3
2
1
3
3
2
1
3
3
Notes:
1. ALL interior walls/soffits to receive 90 degree gyp bd
corner bead (90 degree corners at window
locations)
2. Typical schedule - not all rooms on schedule shown.
3. HARD FLOOR SURFACES IN ALL ROOMS, U.N.O..
ACOUSTIMAT OR EQUAL REQUIRED AT ALL HARD
SURFACES.
ROOM FINISH SCHEDULE
TYPICAL MATERIAL
Floor
Room
Wall
Base
Ceiling
Closets
Washer/Dryer
Hall
Living room
Dining room
Bedrooms
FOR CONSTRUCTION
OR RECORDING
SCHEMATIC NOT
A R C H I T E C T U R E. P L A N N I N G.
L A N D S C A P E A R C H I T E C T U R E.
+
CRITICAL THINKING / CREATIVE DESIGN
ASSOCIATES
TODD
4019 N. 44TH ST. / PHOENIX, AZ 85018
602 - 952 - 8280 / TODDASSOC.COM
Copyright 2021 Todd & Associates, Inc.
p
f
PROJECT
NO.
CLIENT
SEAL
CONTACT
DATA
"PROMPT PAYMENT NOTICE"
Choose Appropriate Option from the Titleblock
properties. There are 5 options, make the option you
want visible and make sure the rest are unchecked.
Also clear check box for instructions.
Proj Mgr.
Dwn By:
Rev.
Date:
Description:
Rev.
PHASE
22-2015-00
GLENDALE
SENIOR
APARTMENTS
ENLARGED UNIT B1
TYPE A
A6.1.3A
MERCY HOUSING
6515 W. MARYLAND AVE.
GLENDALE, AZ 85301
(623)-937-0418
09/19/22
100% DD Set
Design Development
Author
1/4" = 1'-0"
1
UNIT B1 FLOOR PLAN - TYPE A
1/4" = 1'-0"
2
UNIT B1 TYPE A - RCP
1/4" = 1'-0"
3
UNIT B1 TYPE A - KITCHEN 1
1/4" = 1'-0"
4
UNIT B1 TYPE A - KITCHEN 2
1/4" = 1'-0"
5
UNIT B1 TYPE A - KITCHEN 3
1/4" = 1'-0"
6
UNIT B1 TYPE A - KITCHEN 4
1/4" = 1'-0"
7
UNIT B1 TYPE A - BATH 1
1/4" = 1'-0"
8
UNIT B1 TYPE A - BATH 2
1/4" = 1'-0"
9
UNIT B1 TYPE A - BATH 3
1/4" = 1'-0"
10 UNIT B1 TYPE A - BATH 4
6.49
30" WORK SURFACE - PROVIDE REMOVABLE BASE
CABINET W/ COUNTERTOP SUPPORT BRACKETS.
FLOORING SHALL EXTEND UNDER THE COUNTER TO
THE WALL
6.50
COUNTERTOP MICROWAVE (IN ALL TYPE 'A' UNITS)
6.62
REMOVEABLE BASE CABINET CENTERED ON SINK
WITH COUNTERTOP SUPPORT BRACKETS CONTINUE
FINISH FLOORING UNDER CABINET TO WALL,
INSULATE DRAIN & HOT WATER PIPES
6.75
HOT WATER HEATER
6.80
3'-0" DEEP x 27" HIGH UPPER CABINET ABOVE
REFRIGERATOR
6.01
RANGE OVEN
6.05
BASE CABINET - PROVIDE 2" FILLER PANELS ADJ.
SOLID WALLS
6.06
UPPER CABINETS - PROVIDE 2" FILLER PANELS ADJ.
SOLID WALLS
6.07
COUNTERTOP WITH TILE BACKSPLASH
6.08
DISHWASHER
6.10
REFRIGERATOR, PROVIDE RECESSED WATER SUPPLY
BOX & WATER
6.12
2x WALL BELOW COUNTER
6.13
ISLAND/PENINSULA
6.16
SHOWER TILE SURROUND W/PRE-FAB SHOWER PAN -
36"x42" U.N.O.
6.17
TUB / SHOWER - 36"x60" U.N.O.
6.18
WATER CLOSET
6.21
MIRROR - 36" HIGH x WIDTH OF VANITY TOP W/ SLIM
LINE METAL FRAME ALL EDGES
6.23
TOILET TISSUE HOLDER
6.25
COUNTERTOP LAVATORY & 4" BACKSPLASH
6.26
24" LONG TOWEL BAR TYP.
6.39
SINGLE ROD AND SHELF
6.47
ADJUSTABLE SHOWER HEAD WITH HAND HELD
SHOWER HEAD IN ACCORDANCE WITH ANSI 607.6
KEYNOTES
GENERAL NOTES
* UNIT GROSS S.F. THE UNIT GROSS AREA IS MEASURED FROM THE
OUTSIDE FACE OF THE EXTERIOR STUD WALL TO THE CENTER OF THE
UNITS PARTY WALL TO THE OUTSIDE FACE OF THE CORRIDOR STUD
WALL. AREA DOES NOT INCLUDE PATIOS, BALCONIES, BREEZEWAYS
OR PATIO/BALCONY STORAGE ROOMS.
* UNIT NET S.F. - IS MEASURED FROM THE INSIDE FACE OF THE ENTIRE
UNIT. (PAINT TO PAINT) AREA DOES NOT INCLUDE PATIOS,
BALCONIES, BREEZEWAYS OR PATIO/BALCONY STORAGE ROOMS.
UNIT MIX - NET S.F.
UNIT MIX - GROSS S.F.
1. REFER TO BUILDING PLANS FOR ADDITIONAL SEPARATION WALL
TYPES.
2. IN ALL "ALT" UNITS THE BALCONY POP-OUTS AND BUILDING POP-
OUTS ARE MODIFIED FROM THE STANDARD UNIT.
3. COORDINATE FINAL HVAC FURR-DOWN LOCATIONS WITH
MECHANICAL DRAWINGS AND GENERAL CONTRACTOR.
4. COORDINATE ROUGH WALL OPENINGS WITH SHOP DRAWINGS AND
GENERAL CONTRACTOR
5. VERIFY ALL ROUGH-IN LOCATIONS WITH GENERAL CONTRACTOR
PRIOR TO COMMENCEMENT OF WORK.
6. COORDINATE WITH MECHANICAL, PLUMBING, ELECTRICAL AND
OWNERS TELECOM SUB-CONTRACTOR FOR ALL LOCATIONS.
7. SMOKE DETECTORS FOR ALL SLEEPING AREAS SHALL BE A MINIMUM
OF 3' FROM DUCT OPENINGS.
8. FIRE EXTINGUISHER LOCATED IN CORRIDOR, REFER TO FLOOR PLANS
FOR LOCATION.
9. TYPICAL AT ALL CLOSETS: 1 ROD/1 SHELF - ROD IS @ +75" (12" SHELF)
DOUBLE ROD & SHELVES @ +40", +80".
10. AT ALL EXTERIOR & UNIT SEPARATION WALLS, DRYWALL SHALL RUN
CONTINUOUS BEHIND ALL TUBS TO MAINTAIN SOUND & FIRE RATING.
11. ALIGN CARPET REDUCER W/CENTERLINE OF DOOR IN CLOSED
POSITION OR CENTERLINE OF JAMB @ GYP. BOARD
OPENING.(U.N.O.)
12. CABINET LAYOUTS ARE SHOWN CONCEPTUALLY SUB-CONTRACTOR
SHALL SUBMIT SHOP DRAWINGS FOR FINAL CONFIGURATION AND
APPROVAL BY OWNER. ALL M.E.P. TRADES TO COORDINATE
LOCATIONS W/ APPROVED CABINET SHOP DRAWINGS.
13. VENT STACKS TO BE COMBINED WHEREVER POSSIBLE TO MINIMIZE
THE QUANTITY, COORDINATE WITH MECHANICAL / PLUMBING.
HEIGHT OF VENT STACKS TO BE MIN. ALLOWED BY CODE
14. ALL BEDROOMS TO BE PROVIDED W/ SWITCH, J-BOX, AND SUPPORT
FOR CEILING FAN. COORDINATE LOCATION WITH ELECTRICAL
DRAWINGS
15. PROVIDE ELECTRICAL PANELS AS INDICATED ON ELECTRICAL PLANS.
PAINT TO MATCH SURROUNDING WALL.
16. ALL EXTERIOR WALL ARE 2x6 U.N.O.
17. SEE SHEET A0.2.1 - A0.2.8 FOR GENERAL UNIT NOTES AND GRAB BAR
BLOCKING DIAGRAMS, MOUNTING HEIGHTS PER ACCESSIBILITY
SCOPING.
18. WATER CLOSETS SHALL BE 18" CLEAR. FROM CENTERLINE OF TOILET
TO FINISH OF ADJACENT WALL, UNLESS NOTED OTHERWISE.
19. LAVATORY FAUCET CONTROLS AND OPERATING MECHANISMS
SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT
GRASPING, PINCHING OR TWISTING OF THE WRIST. THE FORCE
REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5
LB.
20. ALL UNDESIGNATED (NON-BEARING) INTERIOR WALLS ARE TYPE '--'
TYPICALLY (-- @ 2X6 STUDS) UNLESS NOTED OTHERWISE.
21. HARD SURFACES IN ALL ROOMS EXCEPT BEDROOMS AND BEDROOM
CLOSETS. ACOUSTIMAT OR EQUAL REQUIRED AT ALL HARD SURFACES.
SYMBOLS
SLOPE
SLOPE TO DRAIN
DROP CEILING - GYP BD. ON 2 1/2"
METAL STUD FRAMING
GYPSUM BOARD CEILING APPLIED TO
THE UNDERSIDE OF STRUCTURE
ELECTRICAL PANEL - REFER TO ELEC.
COMMUNICATION PANEL -
REFER TO ELEC.
SD
SMOKE DETECTOR - REFER
TO ELECTRICAL
SEE DRAWING A0.1 FOR ADDITIONAL SYMBOLS
30"X 48"
CLEAR FLOOR
SPACE FOR
WHEELCHAIR
48"X 56"
CLEAR FLOOR
SPACE FOR
ACCESSIBILITY
AT TOILET
5' TURNING RADIUS
60"X 56"
CLEAR FLOOR
SPACE FOR
ACCESSIBILITY AT
TYPE A UNIT
TOILET
W/ LAV.
EXCEPTION
MANEUVERING CLEARANCES
1. WASHER & DRYER MAY BE PULLED FORWARD AND
DOOR REMOVED FOR GREATER ACCESS WHEN
REQUIRED
2. INSTALLATION OF BLOCKING FOR FUTURE GRAB
BARS PER DETAILS ON SHEET A02.1 THRU A0.2.5.
3. 30X48 CLEAR FLOOR SPACE AT ALL APPLIANCES
AND FIXTURES PER ANSI. REQUIREMENTS, REFER TO
DRAWINGS A0.2.1
4. RECEPTACLES MUST BE MOUNTED AT 15" MINIMUM
FROM FINISH FLOOR TO BOTTOM OF RECEPTACLE
5. HEIGHTS OF SWITCHES, THERMOSTATS AND OTHER
ENVIRONMENTAL CONTROLS MUST BE MOUNTED
NO HIGHER THAN 48". THE HEIGHT MUST BE
REDUCED TO 46" MAX OVER AN OBSTRUCTION UP
TO 24" IN DEPTH NOT HAVING KNEE SPACE.
6. 12" CLEAR SIDE CLEARANCE IS REQUIRED AT THE
EXTERIOR FACE OF ALL UNIT ENTRY DOORS.
7. KEYNOTES AA-FF REINFORCING DIMENSIONS ARE
NOMINAL, PROVIDE SUFFICIENT REINFORCING FOR
GRAB BAR MOUNTING (ADDITIONAL 2" EACH SIDE)
ANSI TYPE B UNIT KEYNOTES
ANSI TYPE B UNIT GEN. NOTES
SEE DRAWING A0.1 FOR ADDITIONAL SYMBOLS AND
SHEET A0.2.1 THROUGH A0.2.8 FOR ADDITIONAL
BLOCKING LOCATIONS
ROOM FINISH SCHEDULE
Notes:
1. ALL interior walls/soffits to receive 90 degree gyp
bd corner bead (90 degree corners at window
locations)
2. Typical schedule - not all rooms on schedule
shown.
3. HARD SURFACES IN ALL ROOMS EXCEPT
BEDROOMS AND BEDROOM CLOSETS.
ACOUSTIMAT OR EQUAL REQUIRED AT ALL HARD
SURFACES.
TYPICAL MATERIAL
Floor
Room
Wall
Base
Ceiling REMARKS
Closets
Storage
Washer/Dryer
Hall
5
-
-
Living room
Dining room
Bedrooms
Kitchen
Bath rooms
6
6
Entry
Garage
1. Sealed concrete
U.N.O.
U.N.O.
6
6
REFER TO SHEET ID-0.2 FOR UNIT FINISHES
4
BEDROOM 1
BEDROOM 2
BATHROOM
KITCHEN
CLO.
DINING
ENTRY
PATIO
LIVING
CLO.
CLO.
PANTRY
CLO.
A6.1.4
3
4
5
6
A6.1.4
7
8
9
10
33'-2 1/2"
11'-1"
3'-4"
18'-9 1/2"
5'-8 1/2"
5'-3"
2'-3 1/2"
5'-6 1/2"
4'-0"
8'-1 1/2"
27'-6"
12'-2 1/2"
2'-7 1/2"
12'-8"
6'-1"
11'-8"
2'-6 1/2"
5'-10 1/2"
2'-3 1/2"
4'-3"
6'-6 1/2"
10'-11 1/2"
2'-3 1/2"1'-6 7/8"
5'-1 1/4"
1'-6 3/8"
12'-2"
6.17
6.16
6.24
6.18
12'-2"
6'-8 1/2"
3'-6"
3'-8 1/4"
4'-9 1/4"
2'-2 1/2"
6'-6 1/2"
2'-3 1/2"
2'-11 3/4"
4'-9 3/4"
3'-11 1/2"
6.71
6.39
6.23
6.25
6.39
6.01
6.08
6.02
6.15
6.39
6.09
6.39
6.10
U12
U11
U09
U06
U02
U03
U01
U08
U05
U04
U04
6.75
2"
W1
4'-8"
2'-3 1/2"
2'-1 1/2"
SLOPE
1/8"/ft.
W2
W2
3'-0"
3'-0"
2'-0"
8'-0"
9"
3'-0"
2'-3"
2'-0 1/4"
9"
3'-0"
2'-3"
9"
3 1/4" FILLER
1'-0"
3'-0"
1'-6"
3'-6"
8'-0"
6.08
6.02
6.06
6.15
6.01
2 3/4" FILLER
2'-6"
2'-6"
3'-0"
1/2" FILLER
2 3/4" FILLER
1'-0"
2'-6"
2'-6"
3'-0"
1/2" FILLER
3'-0"
1'-6"
3'-6"
8'-0"
3'-0"
2'-6"
2'-6"
8'-0"
6.03
6.06
6.15
6.05
6.01
3'-0"
1'-6"
3'-6"
8'-0"
6.01
6.10
2'-3"
5'-9"
8'-0"
2'-6"
2'-6"
3'-0"
6.10
6.02
6.80
8'-0"
8'-0"
2'-10"
6"
3'-0"
6'-4"
6.25
6.18
6.23
6.71
2'-10"
6"
3'-0"
6'-8" A.F.F.
7'-0" A.F.F.
9"
1'-9"
1'-0"
6.24
6.16
6.17
6.18
6.12
6.23
6.21
6.22
1'-10 1/2"
6.25
8'-0"
7'-0" A.F.F.
6.24
6.71
6.17
8'-0"
6.71
6.17
6.16
3'-4"
9'-4"
3'-4"
1'-4"
4'-2"
2'-3 1/2"
4'-8"
2'-3 1/2"
BALCONY
LIVING ROOM
KITCHEN
SLOPE
1/8"/ft.
FOR CONSTRUCTION
OR RECORDING
SCHEMATIC NOT
A R C H I T E C T U R E. P L A N N I N G.
L A N D S C A P E A R C H I T E C T U R E.
+
CRITICAL THINKING / CREATIVE DESIGN
ASSOCIATES
TODD
4019 N. 44TH ST. / PHOENIX, AZ 85018
602 - 952 - 8280 / TODDASSOC.COM
Copyright 2021 Todd & Associates, Inc.
p
f
PROJECT
NO.
CLIENT
SEAL
CONTACT
DATA
"PROMPT PAYMENT NOTICE"
Choose Appropriate Option from the Titleblock
properties. There are 5 options, make the option you
want visible and make sure the rest are unchecked.
Also clear check box for instructions.
Proj Mgr.
Dwn By:
Rev.
Date:
Description:
Rev.
PHASE
22-2015-00
GLENDALE
SENIOR
APARTMENTS
ENLARGED UNIT B2
A6.1.4
MERCY HOUSING
6515 W. MARYLAND AVE.
GLENDALE, AZ 85301
(623)-937-0418
09/19/22
100% DD Set
Design Development
Author
1/4" = 1'-0"
1
UNIT B2 - FLOOR PLAN
1/4" = 1'-0"
3
UNIT B2 - KITCHEN 1
1/4" = 1'-0"
4
UNIT B2 - KITCHEN 2
1/4" = 1'-0"
5
UNIT B2 - KITCHEN 3
1/4" = 1'-0"
6
UNIT B2 - KITCHEN 4
1/4" = 1'-0"
7
UNIT B2 - BATH 1
1/4" = 1'-0"
8
UNIT B2 - BATH 2
1/4" = 1'-0"
9
UNIT B2 - BATH 3
1/4" = 1'-0"
10 UNIT B2 - BATH 4
1/4" = 1'-0"
2
UNIT B2 - RCP
1/4" = 1'-0"
11 UNIT B2 - BALCONY
1-4
1-G
1-G
1-H
1-H
1-I
1-I
2
A4.2.1
2
A4.2.1
3
A4.2.1
3
A4.2.1
A7.1.2
1
COMMUNITY
ROOM
CH112
FITNESS
CH111
KITCHEN
CH114
MAIL ROOM
CH117
LOBBY
CH113
STAIR 2
REST.
CH115
REST.
CH116
CORRIDOR
C102
1
A4.3.2
A3.1.2
4
A3.1.2
1
A6.3.1
1
2
3
4
A6.3.1
5
6
7
8
A6.3.2
1
2
3
4
A6.3.1
13
14
16
17
MAIL
STORAGE
CH118
CH105
CH111
CH112A
CH112B
CH112C
CH114A
CH116
CH115
CH119
CH113
CH114B
CH118
SF-06
SF-07
SF-08
SF-03
SF-16
SF-17
SF-18
SF-19
SF-25
SF-26
SF-27
SF-28
W6
59'-3"
1'-9"
9'-9"
7'-0"
9'-0"
6'-0"
25'-9"
84'-11"
14'-5 1/2"
22'-8"
22'-2 1/2"
25'-7"
11'-11 1/2"
2'-6"
22'-8"
2'-6"
22'-10 1/2"
2'-6"
10'-11 3/8"
2'-6"
6'-5 5/8"
59'-3"
1'-9"
25'-9"
6'-0"
25'-9"
62'-3"
11'-1 1/2"
3'-4"
22'-10"
3'-4"
21'-7 1/2"
1-F
A6.3.1
10
9
12
11
SEE DRAWING A0.1 FOR ADDITIONAL SYMBOLS
1. COORDINATE SIDEWALK LOCATIONS WITH SITE PLAN
AND CIVIL DRAWINGS
2. REFER TO UNIT PLANS FOR ALL DIMENSIONS AND NOTES,
REFER TO DRAWINGS A6.1 SERIES
3. REFER TO UNIT PLANS FOR ALL UNIT INTERIOR WALL /
PARTITION TYPES
4. REFER TO DRAWINGS A0.4 SERIES FOR FIRE RATINGS
AND CODE INFORMATION
5. COORDINATE WITH STRUCTURAL DRAWINGS FOR
FOUNDATION AND FRAMING
6. DIMENSIONS ARE TO FACE OF FRAMING UNLESS NOTED
OTHERWISE
7. EDGE OF SLAB TO ALIGN WITH EXTERIOR FACE OF
STUDS, SEE DETAIL 1/A10.1
8. PROVIDE WATERPROOF CEILING BOARD AT EXTERIOR
CEILINGS AND ROOF OVERHANG EAVES
9. SEE INTERIOR DESIGN DRAWINGS FOR INTERIOR
FINISHES
10. COORDINATE WITH ELECTRICAL / MECHANICAL AND
INTERIOR DESIGN DRAWINGS FOR TYPE AND LOCATION
OF FIXTURE
11. REFER TO SITE PLAN FOR FDC LOCATION
12. REFER TO DRAWINGS A4.1 SERIES FOR BUILDING
ELEVATIONS AND EXTERIOR FINISHES
13. COORDINATE & CONFIRM WITH OWNERS FITNESS
CONSULTANT ON LOCATIONS FOR ALL REQUIRED IN-
WALL BLOCKING
BUILDING NUMBER
ROOM NAME OR UNIT TYPE - FOR
UNIT PLANS REFER TO A6.1 SERIES
ROOM
NAME
10001
WALL / PARTITION TYPE, REFER TO
DRAWINGS A9.1 SERIES
ASSEMBLY TYPE INDICATOR, REFER
TO DRAWING A9.2 AND A9.3 SERIES
DOOR TYPE, REFER TO DOOR
SCHEDULE A8.1 SERIES
WINDOW TYPE, REFER TO WINDOW
SCHEDULE A8.2 SERIES
STOREFRONT TYPE, REFER TO
DRAWING A8.2.1
SLAB/FLOOR SLOPE - 1/8"/FT MIN
5% MAX / 2% MAX. CROSS SLOPE
CORNER GUARD, SEE DETAIL
X/AXX.X
101
1t
BUILDING FLOOR
SLOPE
1/8"/ft.
1i
A1
ROOM NUMBER
CG
KEYNOTES
GENERAL NOTES
SYMBOLS
KEYMAP
1
FOR CONSTRUCTION
OR RECORDING
SCHEMATIC NOT
A R C H I T E C T U R E. P L A N N I N G.
L A N D S C A P E A R C H I T E C T U R E.
+
CRITICAL THINKING / CREATIVE DESIGN
ASSOCIATES
TODD
4019 N. 44TH ST. / PHOENIX, AZ 85018
602 - 952 - 8280 / TODDASSOC.COM
Copyright 2021 Todd & Associates, Inc.
p
f
PROJECT
NO.
CLIENT
SEAL
CONTACT
DATA
"PROMPT PAYMENT NOTICE"
Choose Appropriate Option from the Titleblock
properties. There are 5 options, make the option you
want visible and make sure the rest are unchecked.
Also clear check box for instructions.
Proj Mgr.
Dwn By:
Rev.
Date:
Description:
Rev.
PHASE
22-2015-00
GLENDALE
SENIOR
APARTMENTS
ENLARGED PLANS
A6.2.1
MERCY HOUSING
6515 W. MARYLAND AVE.
GLENDALE, AZ 85301
(623)-937-0418
09/19/22
100% DD Set
Design Development
Author
3/16" = 1'-0"
1
ENLARGED PLAN - CLUBHOUSE
N
1-2
1-2
1-3
1-3
1-4
1-G
1-G
1-H
1-H
1-I
1-I
2
A4.2.1
2
A4.2.1
3
A4.2.1
3
A4.2.1
A7.1.4
1
OFFICE
CH109
OFFICE
CH110
STOR.
CH108
MECH.
CH107
REST.
CH105
WORK
ROOM
CH106
OFFICE
CH104
OFFICE
CH102
OFFICE
CH101
RESIDENT
SERVICES
CH103
ELEV. 1
208
ELEV. 2
209
OFFICE
CH105
JAN.
U102
MDF
U101
CORRIDOR
C102
CORRIDOR
C101
A6.3.2
8
7
10
9
71'-8 3/4"
6'-0"
25'-10 1/2"
25'-8"
57'-6 1/2"
1'-9"
13'-9"
12'-0"
6'-0"
25'-9"
12'-5 3/4"
71'-8 3/4"
1'-9"
14'-4"
11'-5"
6'-0"
38'-2 3/4"
77'-1 1/2"
1-F
A6.3.2
5
6
LAUNDRY
U115
SEE DRAWING A0.1 FOR ADDITIONAL SYMBOLS
1. COORDINATE SIDEWALK LOCATIONS WITH SITE PLAN
AND CIVIL DRAWINGS
2. REFER TO UNIT PLANS FOR ALL DIMENSIONS AND NOTES,
REFER TO DRAWINGS A6.1 SERIES
3. REFER TO UNIT PLANS FOR ALL UNIT INTERIOR WALL /
PARTITION TYPES
4. REFER TO DRAWINGS A0.4 SERIES FOR FIRE RATINGS
AND CODE INFORMATION
5. COORDINATE WITH STRUCTURAL DRAWINGS FOR
FOUNDATION AND FRAMING
6. DIMENSIONS ARE TO FACE OF FRAMING UNLESS NOTED
OTHERWISE
7. EDGE OF SLAB TO ALIGN WITH EXTERIOR FACE OF
STUDS, SEE DETAIL 1/A10.1
8. PROVIDE WATERPROOF CEILING BOARD AT EXTERIOR
CEILINGS AND ROOF OVERHANG EAVES
9. SEE INTERIOR DESIGN DRAWINGS FOR INTERIOR
FINISHES
10. COORDINATE WITH ELECTRICAL / MECHANICAL AND
INTERIOR DESIGN DRAWINGS FOR TYPE AND LOCATION
OF FIXTURE
11. REFER TO SITE PLAN FOR FDC LOCATION
12. REFER TO DRAWINGS A4.1 SERIES FOR BUILDING
ELEVATIONS AND EXTERIOR FINISHES
13. COORDINATE & CONFIRM WITH OWNERS FITNESS
CONSULTANT ON LOCATIONS FOR ALL REQUIRED IN-
WALL BLOCKING
BUILDING NUMBER
ROOM NAME OR UNIT TYPE - FOR
UNIT PLANS REFER TO A6.1 SERIES
ROOM
NAME
10001
WALL / PARTITION TYPE, REFER TO
DRAWINGS A9.1 SERIES
ASSEMBLY TYPE INDICATOR, REFER
TO DRAWING A9.2 AND A9.3 SERIES
DOOR TYPE, REFER TO DOOR
SCHEDULE A8.1 SERIES
WINDOW TYPE, REFER TO WINDOW
SCHEDULE A8.2 SERIES
STOREFRONT TYPE, REFER TO
DRAWING A8.2.1
SLAB/FLOOR SLOPE - 1/8"/FT MIN
5% MAX / 2% MAX. CROSS SLOPE
CORNER GUARD, SEE DETAIL
X/AXX.X
101
1t
BUILDING FLOOR
SLOPE
1/8"/ft.
1i
A1
ROOM NUMBER
CG
KEYNOTES
GENERAL NOTES
SYMBOLS
KEYMAP
1
FOR CONSTRUCTION
OR RECORDING
SCHEMATIC NOT
A R C H I T E C T U R E. P L A N N I N G.
L A N D S C A P E A R C H I T E C T U R E.
+
CRITICAL THINKING / CREATIVE DESIGN
ASSOCIATES
TODD
4019 N. 44TH ST. / PHOENIX, AZ 85018
602 - 952 - 8280 / TODDASSOC.COM
Copyright 2021 Todd & Associates, Inc.
p
f
PROJECT
NO.
CLIENT
SEAL
CONTACT
DATA
"PROMPT PAYMENT NOTICE"
Choose Appropriate Option from the Titleblock
properties. There are 5 options, make the option you
want visible and make sure the rest are unchecked.
Also clear check box for instructions.
Proj Mgr.
Dwn By:
Rev.
Date:
Description:
Rev.
PHASE
22-2015-00
GLENDALE
SENIOR
APARTMENTS
ENLARGED PLANS
A6.2.2
MERCY HOUSING
6515 W. MARYLAND AVE.
GLENDALE, AZ 85301
(623)-937-0418
09/19/22
100% DD Set
Design Development
Author
3/16" = 1'-0"
1
ENLARGED PLAN - OFFICE/RESIDENT SERVICES
N
1-G
1-G
1-H
1-H
1-I
1-I
2
A4.2.1
2
A4.2.1
A7.1.2
2
LIBRARY
CH202
CORRIDOR
C202
UNIT A1
217
STAIR 2
OPEN TO
BELOW
1
A4.3.2
A6.3.2
11
33'-6"
27'-6"
6'-0"
33'-6"
27'-6"
6'-0"
21'-7"
14'-11 1/2"
36'-6 1/2"
11'-6 1/2"
3'-4"
21'-8"
36'-9"
1-9
1-9
1-10
1-10
1-11
1-11
1-G
1-G
1-H
1-H
1-I
1-I
1
A4.2.1
1
A4.2.1
2
A4.2.1
2
A4.2.1
MAINTENANCE
U107
REFUSE
TERMINATION
U105
REFUSE
U104
FOOD
PANTRY
CH120
BREAK
ROOM
CH119
CORRIDOR
C102
JAN.
F.R.
U106
84'-1 1/2"
5'-9 1/2"
27'-2"
6'-0"
13'-2"
17'-4"
14'-8"
33'-6"
1'-9"
25'-9"
6'-0"
33'-6"
17'-5 7/8"
10'-0 1/8"
6'-0"
13'-0"
3'-4"
12'-8"
22'-0"
1'-8"
11'-0"
3'-4"
11'-4"
A6.3.1
15
SEE DRAWING A0.1 FOR ADDITIONAL SYMBOLS
1. COORDINATE SIDEWALK LOCATIONS WITH SITE PLAN
AND CIVIL DRAWINGS
2. REFER TO UNIT PLANS FOR ALL DIMENSIONS AND NOTES,
REFER TO DRAWINGS A6.1 SERIES
3. REFER TO UNIT PLANS FOR ALL UNIT INTERIOR WALL /
PARTITION TYPES
4. REFER TO DRAWINGS A0.4 SERIES FOR FIRE RATINGS
AND CODE INFORMATION
5. COORDINATE WITH STRUCTURAL DRAWINGS FOR
FOUNDATION AND FRAMING
6. DIMENSIONS ARE TO FACE OF FRAMING UNLESS NOTED
OTHERWISE
7. EDGE OF SLAB TO ALIGN WITH EXTERIOR FACE OF
STUDS, SEE DETAIL 1/A10.1
8. PROVIDE WATERPROOF CEILING BOARD AT EXTERIOR
CEILINGS AND ROOF OVERHANG EAVES
9. SEE INTERIOR DESIGN DRAWINGS FOR INTERIOR
FINISHES
10. COORDINATE WITH ELECTRICAL / MECHANICAL AND
INTERIOR DESIGN DRAWINGS FOR TYPE AND LOCATION
OF FIXTURE
11. REFER TO SITE PLAN FOR FDC LOCATION
12. REFER TO DRAWINGS A4.1 SERIES FOR BUILDING
ELEVATIONS AND EXTERIOR FINISHES
13. COORDINATE & CONFIRM WITH OWNERS FITNESS
CONSULTANT ON LOCATIONS FOR ALL REQUIRED IN-
WALL BLOCKING
BUILDING NUMBER
ROOM NAME OR UNIT TYPE - FOR
UNIT PLANS REFER TO A6.1 SERIES
ROOM
NAME
10001
WALL / PARTITION TYPE, REFER TO
DRAWINGS A9.1 SERIES
ASSEMBLY TYPE INDICATOR, REFER
TO DRAWING A9.2 AND A9.3 SERIES
DOOR TYPE, REFER TO DOOR
SCHEDULE A8.1 SERIES
WINDOW TYPE, REFER TO WINDOW
SCHEDULE A8.2 SERIES
STOREFRONT TYPE, REFER TO
DRAWING A8.2.1
SLAB/FLOOR SLOPE - 1/8"/FT MIN
5% MAX / 2% MAX. CROSS SLOPE
CORNER GUARD, SEE DETAIL
X/AXX.X
101
1t
BUILDING FLOOR
SLOPE
1/8"/ft.
1i
A1
ROOM NUMBER
CG
KEYNOTES
GENERAL NOTES
SYMBOLS
KEYMAP
1
FOR CONSTRUCTION
OR RECORDING
SCHEMATIC NOT
A R C H I T E C T U R E. P L A N N I N G.
L A N D S C A P E A R C H I T E C T U R E.
+
CRITICAL THINKING / CREATIVE DESIGN
ASSOCIATES
TODD
4019 N. 44TH ST. / PHOENIX, AZ 85018
602 - 952 - 8280 / TODDASSOC.COM
Copyright 2021 Todd & Associates, Inc.
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f
PROJECT
NO.
CLIENT
SEAL
CONTACT
DATA
"PROMPT PAYMENT NOTICE"
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want visible and make sure the rest are unchecked.
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Proj Mgr.
Dwn By:
Rev.
Date:
Description:
Rev.
PHASE
22-2015-00
GLENDALE
SENIOR
APARTMENTS
ENLARGED PLANS
A6.2.3
MERCY HOUSING
6515 W. MARYLAND AVE.
GLENDALE, AZ 85301
(623)-937-0418
09/19/22
100% DD Set
Design Development
Author
3/16" = 1'-0"
2
ENLARGED PLAN - LIBRARY
3/16" = 1'-0"
1
ENLARGED PLAN - MAINT./REFUSE
SEE DRAWING A0.1 FOR ADDITIONAL SYMBOLS
1. COORDINATE SIDEWALK LOCATIONS WITH SITE PLAN
AND CIVIL DRAWINGS
2. REFER TO UNIT PLANS FOR ALL DIMENSIONS AND NOTES,
REFER TO DRAWINGS A6.1 SERIES
3. REFER TO UNIT PLANS FOR ALL UNIT INTERIOR WALL /
PARTITION TYPES
4. REFER TO DRAWINGS A0.4 SERIES FOR FIRE RATINGS
AND CODE INFORMATION
5. COORDINATE WITH STRUCTURAL DRAWINGS FOR
FOUNDATION AND FRAMING
6. DIMENSIONS ARE TO FACE OF FRAMING UNLESS NOTED
OTHERWISE
7. EDGE OF SLAB TO ALIGN WITH EXTERIOR FACE OF
STUDS, SEE DETAIL 1/A10.1
8. PROVIDE WATERPROOF CEILING BOARD AT EXTERIOR
CEILINGS AND ROOF OVERHANG EAVES
9. SEE INTERIOR DESIGN DRAWINGS FOR INTERIOR
FINISHES
10. COORDINATE WITH ELECTRICAL / MECHANICAL AND
INTERIOR DESIGN DRAWINGS FOR TYPE AND LOCATION
OF FIXTURE
11. REFER TO SITE PLAN FOR FDC LOCATION
12. REFER TO DRAWINGS A4.1 SERIES FOR BUILDING
ELEVATIONS AND EXTERIOR FINISHES
13. COORDINATE & CONFIRM WITH OWNERS FITNESS
CONSULTANT ON LOCATIONS FOR ALL REQUIRED IN-
WALL BLOCKING
BUILDING NUMBER
ROOM NAME OR UNIT TYPE - FOR
UNIT PLANS REFER TO A6.1 SERIES
ROOM
NAME
10001
WALL / PARTITION TYPE, REFER TO
DRAWINGS A9.1 SERIES
ASSEMBLY TYPE INDICATOR, REFER
TO DRAWING A9.2 AND A9.3 SERIES
DOOR TYPE, REFER TO DOOR
SCHEDULE A8.1 SERIES
WINDOW TYPE, REFER TO WINDOW
SCHEDULE A8.2 SERIES
STOREFRONT TYPE, REFER TO
DRAWING A8.2.1
SLAB/FLOOR SLOPE - 1/8"/FT MIN
5% MAX / 2% MAX. CROSS SLOPE
CORNER GUARD, SEE DETAIL
X/AXX.X
101
1t
BUILDING FLOOR
SLOPE
1/8"/ft.
1i
A1
ROOM NUMBER
CG
KEYNOTES
GENERAL NOTES
SYMBOLS
KEYMAP
1
FOR CONSTRUCTION
OR RECORDING
SCHEMATIC NOT
A R C H I T E C T U R E. P L A N N I N G.
L A N D S C A P E A R C H I T E C T U R E.
+
CRITICAL THINKING / CREATIVE DESIGN
ASSOCIATES
TODD
4019 N. 44TH ST. / PHOENIX, AZ 85018
602 - 952 - 8280 / TODDASSOC.COM
Copyright 2021 Todd & Associates, Inc.
p
f
PROJECT
NO.
CLIENT
SEAL
CONTACT
DATA
"PROMPT PAYMENT NOTICE"
Choose Appropriate Option from the Titleblock
properties. There are 5 options, make the option you
want visible and make sure the rest are unchecked.
Also clear check box for instructions.
Proj Mgr.
Dwn By:
Rev.
Date:
Description:
Rev.
PHASE
22-2015-00
GLENDALE
SENIOR
APARTMENTS
INTERIOR
ELEVATIONS
A6.3.1
MERCY HOUSING
6515 W. MARYLAND AVE.
GLENDALE, AZ 85301
(623)-937-0418
09/19/22
100% DD Set
Design Development
Author
1/4" = 1'-0"
5
COMMUNITY ROOM 1
1/4" = 1'-0"
6
COMMUNITY ROOM 2
1/4" = 1'-0"
7
COMMUNITY ROOM 3
1/4" = 1'-0"
1
LOBBY 1
1/4" = 1'-0"
2
LOBBY 2
1/4" = 1'-0"
3
LOBBY 3
1/4" = 1'-0"
4
LOBBY 4
1/4" = 1'-0"
13 MAIL ROOM 1
1/4" = 1'-0"
14 MAIL ROOM 2
1/4" = 1'-0"
16 MAIL ROOM 3
1/4" = 1'-0"
17 MAIL ROOM 4
1/4" = 1'-0"
8
COMMUNITY ROOM 4
1/4" = 1'-0"
9
KITCHEN 1
1/4" = 1'-0"
10 KITCHEN 2
1/4" = 1'-0"
11 KITCHEN 3
1/4" = 1'-0"
12 KITCHEN 4
1/4" = 1'-0"
15 BREAK ROOM
SEE DRAWING A0.1 FOR ADDITIONAL SYMBOLS
1. COORDINATE SIDEWALK LOCATIONS WITH SITE PLAN
AND CIVIL DRAWINGS
2. REFER TO UNIT PLANS FOR ALL DIMENSIONS AND NOTES,
REFER TO DRAWINGS A6.1 SERIES
3. REFER TO UNIT PLANS FOR ALL UNIT INTERIOR WALL /
PARTITION TYPES
4. REFER TO DRAWINGS A0.4 SERIES FOR FIRE RATINGS
AND CODE INFORMATION
5. COORDINATE WITH STRUCTURAL DRAWINGS FOR
FOUNDATION AND FRAMING
6. DIMENSIONS ARE TO FACE OF FRAMING UNLESS NOTED
OTHERWISE
7. EDGE OF SLAB TO ALIGN WITH EXTERIOR FACE OF
STUDS, SEE DETAIL 1/A10.1
8. PROVIDE WATERPROOF CEILING BOARD AT EXTERIOR
CEILINGS AND ROOF OVERHANG EAVES
9. SEE INTERIOR DESIGN DRAWINGS FOR INTERIOR
FINISHES
10. COORDINATE WITH ELECTRICAL / MECHANICAL AND
INTERIOR DESIGN DRAWINGS FOR TYPE AND LOCATION
OF FIXTURE
11. REFER TO SITE PLAN FOR FDC LOCATION
12. REFER TO DRAWINGS A4.1 SERIES FOR BUILDING
ELEVATIONS AND EXTERIOR FINISHES
13. COORDINATE & CONFIRM WITH OWNERS FITNESS
CONSULTANT ON LOCATIONS FOR ALL REQUIRED IN-
WALL BLOCKING
BUILDING NUMBER
ROOM NAME OR UNIT TYPE - FOR
UNIT PLANS REFER TO A6.1 SERIES
ROOM
NAME
10001
WALL / PARTITION TYPE, REFER TO
DRAWINGS A9.1 SERIES
ASSEMBLY TYPE INDICATOR, REFER
TO DRAWING A9.2 AND A9.3 SERIES
DOOR TYPE, REFER TO DOOR
SCHEDULE A8.1 SERIES
WINDOW TYPE, REFER TO WINDOW
SCHEDULE A8.2 SERIES
STOREFRONT TYPE, REFER TO
DRAWING A8.2.1
SLAB/FLOOR SLOPE - 1/8"/FT MIN
5% MAX / 2% MAX. CROSS SLOPE
CORNER GUARD, SEE DETAIL
X/AXX.X
101
1t
BUILDING FLOOR
SLOPE
1/8"/ft.
1i
A1
ROOM NUMBER
CG
KEYNOTES
GENERAL NOTES
SYMBOLS
KEYMAP
1
FOR CONSTRUCTION
OR RECORDING
SCHEMATIC NOT
A R C H I T E C T U R E. P L A N N I N G.
L A N D S C A P E A R C H I T E C T U R E.
+
CRITICAL THINKING / CREATIVE DESIGN
ASSOCIATES
TODD
4019 N. 44TH ST. / PHOENIX, AZ 85018
602 - 952 - 8280 / TODDASSOC.COM
Copyright 2021 Todd & Associates, Inc.
p
f
PROJECT
NO.
CLIENT
SEAL
CONTACT
DATA
"PROMPT PAYMENT NOTICE"
Choose Appropriate Option from the Titleblock
properties. There are 5 options, make the option you
want visible and make sure the rest are unchecked.
Also clear check box for instructions.
Proj Mgr.
Dwn By:
Rev.
Date:
Description:
Rev.
PHASE
22-2015-00
GLENDALE
SENIOR
APARTMENTS
INTERIOR
ELEVATIONS
A6.3.2
MERCY HOUSING
6515 W. MARYLAND AVE.
GLENDALE, AZ 85301
(623)-937-0418
09/19/22
100% DD Set
Design Development
Author
1/4" = 1'-0"
7
RESIDENT SERVICES 1
1/4" = 1'-0"
8
RESIDENT SERVICES 2
1/4" = 1'-0"
9
RESIDENT SERVICES 3
1/4" = 1'-0"
10 RESIDENT SERVICES 4
1/4" = 1'-0"
11 LIBRARY
1/4" = 1'-0"
1
FITNESS 1
1/4" = 1'-0"
2
FITNESS 2
1/4" = 1'-0"
3
FITNESS 3
1/4" = 1'-0"
4
FITNESS 4
1/4" = 1'-0"
5
WORK ROOM 1
1/4" = 1'-0"
6
WORK ROOM 2
1-7
1-7
1-9
1-9
1-C
1-C
1-E
1-E
5
A7.1.1
5
A7.1.1
6
A7.1.1
6
A7.1.1
UNIT A1
136
UNIT B1
138
CORRIDOR
C103
27'-1 1/4"
11'-2 1/4"
1-7
1-7
1-9
1-9
1-C
1-C
1-E
1-E
5
A7.1.1
5
A7.1.1
6
A7.1.1
6
A7.1.1
27'-1 1/4"
11'-2 1/4"
CORRIDOR
C203
UNIT B1
238
UNIT A1
236
1-7
1-7
1-9
1-9
1-C
1-C
1-E
1-E
5
A7.1.1
5
A7.1.1
6
A7.1.1
6
A7.1.1
27'-1 1/4"
11'-2 1/4"
CORRIDOR
234
UNIT A1
336
UNIT B1
338
1-7
1-7
1-9
1-9
1-C
1-C
1-E
1-E
5
A7.1.1
5
A7.1.1
6
A7.1.1
6
A7.1.1
CORRIDOR
237
UNIT A1
436
UNIT B1
438
27'-1 1/4"
11'-2 1/4"
LEVEL 1
0' - 0"
LEVEL 2
10' - 8"
LEVEL 3
21' - 4"
LEVEL 4
32' - 0"
T.O. PLATE
41' - 0"
T.O. PARAPET
46' - 8"
T.O. PARAPET 2
48' - 8"
T.O. STAIR
50' - 0"
1-7
1-9
27'-1 1/4"
CORRIDOR
237
CORRIDOR
234
CORRIDOR
C203
CORRIDOR
C103
STAIR 1
195
LEVEL 1
0' - 0"
LEVEL 2
10' - 8"
LEVEL 3
21' - 4"
LEVEL 4
32' - 0"
T.O. PLATE
41' - 0"
T.O. PARAPET
46' - 8"
T.O. PARAPET 2
48' - 8"
T.O. STAIR
50' - 0"
1-7
1-9
27'-1 1/4"
CORRIDOR
237
CORRIDOR
234
CORRIDOR
C203
CORRIDOR
C103
STAIR 1
195
SEE DRAWING A0.1 FOR ADDITIONAL SYMBOLS
1. REFERENCE HARDSCAPE PLANS FOR ALL HARDSCAPE
CONTROL DIMENSIONS TYP.
2. REFERENCE CIVIL PLANS FOR ALL SITE ELEVATIONS,
GRADES AND RELATED INFORMATION.
3. PERIMETER DIMENSIONS ARE FOR REFERENCE ONLY.
REFER TO CIVIL/ LANDSCAPE PLANS FOR CONTROL
DIMENSIONS TYP.
4. REFER TO ENLARGED PLANS AS INDICATED FOR ALL
CONTROL DIMENSIONS, DRAINAGE SLOPES, ETC.
5. REFER TO PROJECT ARCHITECTURAL SLAB PLAN FOR SITE
SECTION DESIGNATION.
KEYNOTES
SYMBOLS
TYPE 'A' UNIT DESIGNATION - TYPICAL
FIRE HYDRANT LOCATION
ACCESSIBLE TYPE "A" UNIT SYMBOL
FIRST FLOOR
SECOND FLOOR
THIRD FLOOR
FOURTH FLOOR
UNIT ADDRESS
ACCESSIBLE TYPE "A" UNIT
FLOOR LOCATION
ACCESSIBLE PARKING SIGN - WALL
MOUNTED
ACCESSIBLE PARKING SPACE
TRANSFORMER
*
BUILDING SIGNAGE LOCATION
C
F.D.C. CONNECTION
KNOX BOX LOCATION
8'-0" x 18'-0" COMPACT PARKING STALL
(TYP.) "COMPACT" PAINTED IN 10" LETTERS
T
RAISE TRUNCATED DOMES WITH A
DIAMETER OF NOM. 0.9 IN. A
HEIGHT OF NOM. 0.2 IN. AND
NOM. 2.35 IN. ON CENTER, AND
SHALL CONTRAST VISUALLY WITH
ADJOINING SURFACE, EITHER
LIGHT ON DARK OR DARK ON
LIGHT FOR FULL FACE OF RAMP -
USE INTEGRAL COLORED
CONCRETE - COORDINATE
LOCATION WITH CIVIL
BUILDING TYPE
FIRE TRUCK TURNING RADIUS INSIDE
TURNING RADIUS 35'-0" MIN. OUTSIDE
TURNING RADIUS 55'-0" MAX.
K
GENERAL NOTES
4***
3***
2***
1***
FOR CONSTRUCTION
OR RECORDING
SCHEMATIC NOT
A R C H I T E C T U R E. P L A N N I N G.
L A N D S C A P E A R C H I T E C T U R E.
+
CRITICAL THINKING / CREATIVE DESIGN
ASSOCIATES
TODD
4019 N. 44TH ST. / PHOENIX, AZ 85018
602 - 952 - 8280 / TODDASSOC.COM
Copyright 2021 Todd & Associates, Inc.
p
f
PROJECT
NO.
CLIENT
SEAL
CONTACT
DATA
"PROMPT PAYMENT NOTICE"
Choose Appropriate Option from the Titleblock
properties. There are 5 options, make the option you
want visible and make sure the rest are unchecked.
Also clear check box for instructions.
Proj Mgr.
Dwn By:
Rev.
Date:
Description:
Rev.
PHASE
22-2015-00
GLENDALE
SENIOR
APARTMENTS
STAIR 1 - PLANS &
SECTIONS
A7.1.1
MERCY HOUSING
6515 W. MARYLAND AVE.
GLENDALE, AZ 85301
(623)-937-0418
09/19/22
100% DD Set
Design Development
Author
1/4" = 1'-0"
1
STAIR 1 - LEVEL 1
1/4" = 1'-0"
2
STAIR 1 - LEVEL 2
1/4" = 1'-0"
3
STAIR 1 - LEVEL 3
1/4" = 1'-0"
4
STAIR 1 - LEVEL 4
1/4" = 1'-0"
5
STAIR 1 - SECTION A
1/4" = 1'-0"
6
STAIR 1 - SECTION B
3
A7.1.2
3
A7.1.2
4
A7.1.2
4
A7.1.2
LOBBY
CH113
3
A7.1.2
3
A7.1.2
4
A7.1.2
4
A7.1.2
LIBRARY
CH202
LEVEL 1
0' - 0"
LEVEL 2
10' - 8"
LEVEL 3
21' - 4"
LOBBY
CH113
OFFICE
CH110
UNIT A1
217
UNIT A1
317
UNIT B1
319
LEVEL 1
0' - 0"
LEVEL 2
10' - 8"
LEVEL 3
21' - 4"
LOBBY
CH113
OFFICE
CH110
UNIT A1
217
UNIT A1
317
UNIT B1
319
SEE DRAWING A0.1 FOR ADDITIONAL SYMBOLS
1. REFERENCE HARDSCAPE PLANS FOR ALL HARDSCAPE
CONTROL DIMENSIONS TYP.
2. REFERENCE CIVIL PLANS FOR ALL SITE ELEVATIONS,
GRADES AND RELATED INFORMATION.
3. PERIMETER DIMENSIONS ARE FOR REFERENCE ONLY.
REFER TO CIVIL/ LANDSCAPE PLANS FOR CONTROL
DIMENSIONS TYP.
4. REFER TO ENLARGED PLANS AS INDICATED FOR ALL
CONTROL DIMENSIONS, DRAINAGE SLOPES, ETC.
5. REFER TO PROJECT ARCHITECTURAL SLAB PLAN FOR SITE
SECTION DESIGNATION.
KEYNOTES
SYMBOLS
TYPE 'A' UNIT DESIGNATION - TYPICAL
FIRE HYDRANT LOCATION
ACCESSIBLE TYPE "A" UNIT SYMBOL
FIRST FLOOR
SECOND FLOOR
THIRD FLOOR
FOURTH FLOOR
UNIT ADDRESS
ACCESSIBLE TYPE "A" UNIT
FLOOR LOCATION
ACCESSIBLE PARKING SIGN - WALL
MOUNTED
ACCESSIBLE PARKING SPACE
TRANSFORMER
*
BUILDING SIGNAGE LOCATION
C
F.D.C. CONNECTION
KNOX BOX LOCATION
8'-0" x 18'-0" COMPACT PARKING STALL
(TYP.) "COMPACT" PAINTED IN 10" LETTERS
T
RAISE TRUNCATED DOMES WITH A
DIAMETER OF NOM. 0.9 IN. A
HEIGHT OF NOM. 0.2 IN. AND
NOM. 2.35 IN. ON CENTER, AND
SHALL CONTRAST VISUALLY WITH
ADJOINING SURFACE, EITHER
LIGHT ON DARK OR DARK ON
LIGHT FOR FULL FACE OF RAMP -
USE INTEGRAL COLORED
CONCRETE - COORDINATE
LOCATION WITH CIVIL
BUILDING TYPE
FIRE TRUCK TURNING RADIUS INSIDE
TURNING RADIUS 35'-0" MIN. OUTSIDE
TURNING RADIUS 55'-0" MAX.
K
GENERAL NOTES
4***
3***
2***
1***
FOR CONSTRUCTION
OR RECORDING
SCHEMATIC NOT
A R C H I T E C T U R E. P L A N N I N G.
L A N D S C A P E A R C H I T E C T U R E.
+
CRITICAL THINKING / CREATIVE DESIGN
ASSOCIATES
TODD
4019 N. 44TH ST. / PHOENIX, AZ 85018
602 - 952 - 8280 / TODDASSOC.COM
Copyright 2021 Todd & Associates, Inc.
p
f
PROJECT
NO.
CLIENT
SEAL
CONTACT
DATA
"PROMPT PAYMENT NOTICE"
Choose Appropriate Option from the Titleblock
properties. There are 5 options, make the option you
want visible and make sure the rest are unchecked.
Also clear check box for instructions.
Proj Mgr.
Dwn By:
Rev.
Date:
Description:
Rev.
PHASE
22-2015-00
GLENDALE
SENIOR
APARTMENTS
STAIR 2 - PLANS &
SECTIONS
A7.1.2
MERCY HOUSING
6515 W. MARYLAND AVE.
GLENDALE, AZ 85301
(623)-937-0418
09/19/22
100% DD Set
Design Development
Author
1/4" = 1'-0"
1
STAIR 2 - LEVEL 1
1/4" = 1'-0"
2
STAIR 2 - LEVEL 2
1/4" = 1'-0"
3
STAIR 2 - SECTION A
1/4" = 1'-0"
4
STAIR 2 - SECTION B
5
STAIR 2 AXONOMETRIC
SEE DRAWING A0.1 FOR ADDITIONAL SYMBOLS
1. REFERENCE HARDSCAPE PLANS FOR ALL HARDSCAPE
CONTROL DIMENSIONS TYP.
2. REFERENCE CIVIL PLANS FOR ALL SITE ELEVATIONS,
GRADES AND RELATED INFORMATION.
3. PERIMETER DIMENSIONS ARE FOR REFERENCE ONLY.
REFER TO CIVIL/ LANDSCAPE PLANS FOR CONTROL
DIMENSIONS TYP.
4. REFER TO ENLARGED PLANS AS INDICATED FOR ALL
CONTROL DIMENSIONS, DRAINAGE SLOPES, ETC.
5. REFER TO PROJECT ARCHITECTURAL SLAB PLAN FOR SITE
SECTION DESIGNATION.
KEYNOTES
SYMBOLS
TYPE 'A' UNIT DESIGNATION - TYPICAL
FIRE HYDRANT LOCATION
ACCESSIBLE TYPE "A" UNIT SYMBOL
FIRST FLOOR
SECOND FLOOR
THIRD FLOOR
FOURTH FLOOR
UNIT ADDRESS
ACCESSIBLE TYPE "A" UNIT
FLOOR LOCATION
ACCESSIBLE PARKING SIGN - WALL
MOUNTED
ACCESSIBLE PARKING SPACE
TRANSFORMER
*
BUILDING SIGNAGE LOCATION
C
F.D.C. CONNECTION
KNOX BOX LOCATION
8'-0" x 18'-0" COMPACT PARKING STALL
(TYP.) "COMPACT" PAINTED IN 10" LETTERS
T
RAISE TRUNCATED DOMES WITH A
DIAMETER OF NOM. 0.9 IN. A
HEIGHT OF NOM. 0.2 IN. AND
NOM. 2.35 IN. ON CENTER, AND
SHALL CONTRAST VISUALLY WITH
ADJOINING SURFACE, EITHER
LIGHT ON DARK OR DARK ON
LIGHT FOR FULL FACE OF RAMP -
USE INTEGRAL COLORED
CONCRETE - COORDINATE
LOCATION WITH CIVIL
BUILDING TYPE
FIRE TRUCK TURNING RADIUS INSIDE
TURNING RADIUS 35'-0" MIN. OUTSIDE
TURNING RADIUS 55'-0" MAX.
K
GENERAL NOTES
4***
3***
2***
1***
1-3
1-3
1-6
1-6
1-B
1-B
1-D
1-D
5
A7.1.3
5
A7.1.3
6
A7.1.3
6
A7.1.3
11'-2 1/4"
27'-1 1/4"
CORRIDOR
C101
1-3
1-3
1-6
1-6
1-B
1-B
1-D
1-D
5
A7.1.3
5
A7.1.3
6
A7.1.3
6
A7.1.3
27'-1 1/4"
11'-2 1/4"
UNIT A1
204
UNIT B1
202
CORRIDOR
C201
1-3
1-3
1-6
1-6
1-B
1-B
1-D
1-D
5
A7.1.3
5
A7.1.3
6
A7.1.3
6
A7.1.3
CORRIDOR
236
UNIT A1
304
UNIT B1
302
11'-2 1/4"
27'-1 1/4"
1-3
1-3
1-6
1-6
1-B
1-B
1-D
1-D
5
A7.1.3
5
A7.1.3
6
A7.1.3
6
A7.1.3
27'-1 1/4"
11'-2 1/4"
CORRIDOR
239
UNIT A1
404
UNIT B1
402
LEVEL 1
0' - 0"
LEVEL 2
10' - 8"
LEVEL 3
21' - 4"
LEVEL 4
32' - 0"
T.O. PLATE
41' - 0"
T.O. STAIR
50' - 0"
1-3
1-6
27'-1 1/4"
CORRIDOR
239
CORRIDOR
236
CORRIDOR
C201
CORRIDOR
C101
STAIR 3
196
LEVEL 1
0' - 0"
LEVEL 2
10' - 8"
LEVEL 3
21' - 4"
LEVEL 4
32' - 0"
T.O. PLATE
41' - 0"
T.O. STAIR
50' - 0"
1-3
1-6
27'-1 1/4"
CORRIDOR
239
CORRIDOR
236
CORRIDOR
C201
CORRIDOR
C101
STAIR 3
196
FOR CONSTRUCTION
OR RECORDING
SCHEMATIC NOT
A R C H I T E C T U R E. P L A N N I N G.
L A N D S C A P E A R C H I T E C T U R E.
+
CRITICAL THINKING / CREATIVE DESIGN
ASSOCIATES
TODD
4019 N. 44TH ST. / PHOENIX, AZ 85018
602 - 952 - 8280 / TODDASSOC.COM
Copyright 2021 Todd & Associates, Inc.
p
f
PROJECT
NO.
CLIENT
SEAL
CONTACT
DATA
"PROMPT PAYMENT NOTICE"
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Proj Mgr.
Dwn By:
Rev.
Date:
Description:
Rev.
PHASE
22-2015-00
GLENDALE
SENIOR
APARTMENTS
STAIR 3 - PLANS &
SECTIONS
A7.1.3
MERCY HOUSING
6515 W. MARYLAND AVE.
GLENDALE, AZ 85301
(623)-937-0418
09/19/22
100% DD Set
Design Development
Author
1/4" = 1'-0"
1
STAIR 3 - LEVEL 1
1/4" = 1'-0"
2
STAIR 3 - LEVEL 2
1/4" = 1'-0"
3
STAIR 3 - LEVEL 3
1/4" = 1'-0"
4
STAIR 3 - LEVEL 4
1/4" = 1'-0"
5
STAIR 3 - SECTION A
1/4" = 1'-0"
6
STAIR 3 - SECTION B
1-3
1-3
1-4
1-4
1-G
1-G
3
A7.1.4
3
A7.1.4
4
A7.1.4
4
A7.1.4
ELEV. 2
209
ELEV. 1
208
OFFICE
CH105
CORRIDOR
C102
CORRIDOR
C101
1-F
1-F
8'-8"
19'-4"
LEVEL 1
0' - 0"
LEVEL 2
10' - 8"
LEVEL 3
21' - 4"
LEVEL 4
32' - 0"
T.O. PLATE
41' - 0"
T.O. STAIR
50' - 0"
1-3
1-4
ELEVATOR PIT
-5' - 0"
ELEV. 1
208
ELEV. 2
209
CORRIDOR
C102
CORRIDOR
C101
CORRIDOR
C201
CORRIDOR
236
CORRIDOR
239
19'-4"
UNIT S1
141
UNIT S1 TYPE
A
20
UNIT S1
U118
LEVEL 1
0' - 0"
LEVEL 2
10' - 8"
LEVEL 3
21' - 4"
LEVEL 4
32' - 0"
T.O. PLATE
41' - 0"
T.O. STAIR
50' - 0"
1-G
ELEVATOR PIT
-5' - 0"
1-F
8'-8"
ELEV. 2
209
CORRIDOR
238
CORRIDOR
235
CORRIDOR
C202
CORRIDOR
C102
UNIT S1
141
UNIT S1 TYPE
A
20
UNIT S1
U118
JAN.
U102
SEE DRAWING A0.1 FOR ADDITIONAL SYMBOLS
1. REFERENCE HARDSCAPE PLANS FOR ALL HARDSCAPE
CONTROL DIMENSIONS TYP.
2. REFERENCE CIVIL PLANS FOR ALL SITE ELEVATIONS,
GRADES AND RELATED INFORMATION.
3. PERIMETER DIMENSIONS ARE FOR REFERENCE ONLY.
REFER TO CIVIL/ LANDSCAPE PLANS FOR CONTROL
DIMENSIONS TYP.
4. REFER TO ENLARGED PLANS AS INDICATED FOR ALL
CONTROL DIMENSIONS, DRAINAGE SLOPES, ETC.
5. REFER TO PROJECT ARCHITECTURAL SLAB PLAN FOR SITE
SECTION DESIGNATION.
KEYNOTES
SYMBOLS
TYPE 'A' UNIT DESIGNATION - TYPICAL
FIRE HYDRANT LOCATION
ACCESSIBLE TYPE "A" UNIT SYMBOL
FIRST FLOOR
SECOND FLOOR
THIRD FLOOR
FOURTH FLOOR
UNIT ADDRESS
ACCESSIBLE TYPE "A" UNIT
FLOOR LOCATION
ACCESSIBLE PARKING SIGN - WALL
MOUNTED
ACCESSIBLE PARKING SPACE
TRANSFORMER
*
BUILDING SIGNAGE LOCATION
C
F.D.C. CONNECTION
KNOX BOX LOCATION
8'-0" x 18'-0" COMPACT PARKING STALL
(TYP.) "COMPACT" PAINTED IN 10" LETTERS
T
RAISE TRUNCATED DOMES WITH A
DIAMETER OF NOM. 0.9 IN. A
HEIGHT OF NOM. 0.2 IN. AND
NOM. 2.35 IN. ON CENTER, AND
SHALL CONTRAST VISUALLY WITH
ADJOINING SURFACE, EITHER
LIGHT ON DARK OR DARK ON
LIGHT FOR FULL FACE OF RAMP -
USE INTEGRAL COLORED
CONCRETE - COORDINATE
LOCATION WITH CIVIL
BUILDING TYPE
FIRE TRUCK TURNING RADIUS INSIDE
TURNING RADIUS 35'-0" MIN. OUTSIDE
TURNING RADIUS 55'-0" MAX.
K
GENERAL NOTES
4***
3***
2***
1***
FOR CONSTRUCTION
OR RECORDING
SCHEMATIC NOT
A R C H I T E C T U R E. P L A N N I N G.
L A N D S C A P E A R C H I T E C T U R E.
+
CRITICAL THINKING / CREATIVE DESIGN
ASSOCIATES
TODD
4019 N. 44TH ST. / PHOENIX, AZ 85018
602 - 952 - 8280 / TODDASSOC.COM
Copyright 2021 Todd & Associates, Inc.
p
f
PROJECT
NO.
CLIENT
SEAL
CONTACT
DATA
"PROMPT PAYMENT NOTICE"
Choose Appropriate Option from the Titleblock
properties. There are 5 options, make the option you
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Proj Mgr.
Dwn By:
Rev.
Date:
Description:
Rev.
PHASE
22-2015-00
GLENDALE
SENIOR
APARTMENTS
ELEV 1 & 2 - PLANS
& SECTIONS
A7.1.4
MERCY HOUSING
6515 W. MARYLAND AVE.
GLENDALE, AZ 85301
(623)-937-0418
09/19/22
100% DD Set
Design Development
Author
1/4" = 1'-0"
1
ELEV 1 & 2 - LEVEL 1
1/4" = 1'-0"
3
ELEV 1 & 2 - SECTION A
1/4" = 1'-0"
4
ELEV 1 & 2 - SECTION B
WP
WP
WP
WP
WP
WP
ALIGN
STAIR #1
NO ROOF ACCESS
1 THROUGH 3
12" (305 MM)
12" (305 MM)
5" (127 MM) SIZE WITH
3/4" (19 mm) STROKE
1" (25.4 MM) SIZE WITH
1/4" (6.4 mm) STROKE
2
1" (25.4 MM) SIZE WITH
1/4" (6.4 mm) STROKE
STAIRWAY IDENTIFICATION
SPECIFICATION STANDARD OF THE INTERNATIONAL CONFERENCE OF BUILDING
OFFICIALS SEE SECTION 1022.9 INTERNATIONAL BUILDING CODE
SECTION 10.22.9.1 - SCOPE
SIGNS TO PROVIDE INFORMATION TO THE OCCUPANTS AND FIRE DEPARTMENT PERSONNEL TO TO
ENSURE THAT THEY DO NOT BECOME CONFUSED DURING EMERGENCIES SHALL BE INSTALLED IN
ACCORDANCE WITH THIS STANDARD.
SECTION 10.22.9.1 - GENERAL
STANDARDIZED SIGNS SHALL BE INSTALLED IN STAIRWAYS. THE SIGNS SHALL IDENTIFY EACH STAIR
LANDING AND INDICATE THE UPPER AND LOWER TERMINATION OF THE STAIRWAY.
SECTION 10.22.9.1 - SIGN DETAILS
SIZE: SIGNS SHALL BE A MINIMUM 12" (305 MM) BY 12" (305 MM).
STAIRWAY LOCATION: THE STAIRWAY LOCATION, SUCH AS STAIR NO. 1, SHALL BE PLACED AT THE TOP
OF THE SIGN IN 1" HIGH (25.4 MM) BLACK LETTERING WITH 1/4" (6.4 MM) STROKES.
UPPER TERMINUS: THE STAIRWAYS UPPER TERMINUS, SUCH AS ROOF ACCESS OR NO ROOF ACCESS,
SHALL BE PLACED UNDER THE STAIRWAY IDENTIFICATION IN 1" HIGH (25.4 MM) BLACK LETTERING WITH
1/4" (6.4 MM) STROKES.
FLOOR LEVEL NUMBER: THE FLOOR LEVEL NUMBER SHALL BE PLACED IN THE MIDDLE OF THE SIGN IN
5" HIGH(127 MM) LETTERING WITH 3/4" (19 MM) STROKES. THE MEZZANINE LEVELS SHALL HAVE THE
LETTER "M" PRECEDING
THE FLOOR NUMBER: BASEMENT LEVALS SHALL HAVE THE LETTER "B" PRECEDING THE FLOOR NUMBER.
LOWER TERMINUS: THE LOWER AND UPPER TERMINUS OF THE STAIRWAY SHALL BE PLACED AT THE
BOTTOM OF THE SIGN IN 1" (25.4 MM) BLACK LETTERING WITH 1/4" (6.4 MM) STROKES.
5'-0"
A.F.F.
1-1/2" DIA. GUARDRAIL
PAINTED 1-1/2" DIA. HANDRAIL
ATTACHED TO POST @
48" O.C. MAX.
1" DIA. STEEL HORIZONTAL
RAILS @ 4" O.C. MAX
1 1/2" DIA. STANDARD
PIPE RAILINGS @ 4'-0" O.C.
CONC. ON STEEL
PANS PER PREFAB
STAIR MANUF.
3'-0" ABOVE TREAD NOSING
STEEL STRINGER
3'-6" ABOVE TREAD NOSING
PRE-CAST CONC. TREADS
STEEL STRINGER PER MANUFACTURER
W/ CONCRETE TREADS
STEEL BEAM PER PREFAB STAIR MANUF.
1-1/2" DIA. STEEL
HANDRAIL
WORK POINT
EXTENSION
1'-0"
NOTE:
1. FOR ADDITIONAL INFO. SEE
STRUCTURAL DRAWINGS.
2. THE LEADING 2 INCHES OF THE
TREAD SHALL HAVE VISUAL
CONTRAST OF DARK-ON-LIGHT
OR LIGHT-ON-DARK FROM THE
REMAINDER OF THE TREAD. (2009
ANSI 504.5.1 NOSING).
HARDROCK CONC. IN METAL PAN
TREAD ON STEEL STAIR STRINGER
AND STEEL ANGLE SUPPORT
3"x3" ANGLE IRON CONT. BY STAIR
MANUF. TO RUN FULL WIDTH OF
STAIRS AT LANDINGS.
3'-0"
MTL. CLOSURE BOLTED AT BOTH THREADS
PLAN
DIMENSIONS
WORK POINT
STEEL STRINGER
1-1/2" DIA. STEEL
HANDRAIL
NOTE:
1. FOR ADDITIONAL INFO. SEE
STRUCTURAL DRAWINGS.
2. THE LEADING 2 INCHES OF THE
TREAD SHALL HAVE VISUAL
CONTRAST OF DARK-ON-LIGHT
OR LIGHT-ON-DARK FROM THE
REMAINDER OF THE TREAD.
(2009 ANSI 504.5.1 NOSING).
PREFAB STAIR MANUF. PROVIDE
SLIP RESISTANCE ON TREAD
1"
11"
STEEL CHANNEL PER
PREFAB STAIR MANUF.
HARDROCK CONC. IN METAL
PAN TREAD ON STEEL STAIR
STRINGER AND STEEL ANGLE
SUPPORT
PRE-CAST CONC. TREADS
3'-0"
MTL. CLOSURE BOLTED AT BOTH THREADS
CONC. SLAB
WORK POINT
1-1/2" x 1-1/2" TUBE
STEEL HANDRAIL
NOTE:
1. FOR ADDITIONAL INFO. SEE
STRUCTURAL DRAWINGS.
2. THE LEADING 2 INCHES OF
THE TREAD SHALL HAVE
VISUAL CONTRAST OF
DARK-ON-LIGHT OR LIGHT-
ON-DARK FROM THE
REMAINDER OF THE TREAD.
(2009 ANSI 504.5.1
NOSING).
PRE-CAST CONC.
TREADS
STEEL STRINGER
1"
11"
PLAN
DIMENSIONS
MLT. CLOSURE BOLTED
AT BOTH THREADS
BOTTOM RAIL SHALL BE SPACED
SUCH THAT A 4" SPHERE CAN NOT
PASS THROUGH
HARDROCK CONC. IN
METAL PAN TREAD ON
STEEL STAIR STRINGER
AND STEEL ANGLE
SUPPORT
1 1/2" O.D. STANDARD
PIPE RAILINGS
3/4" O.D. STEEL
VERTICAL BALLUSTERS
@ 4" O.C. MAX
1 1/2" O.D. HANDRAIL
1 1/2" O.D. GUARDRAIL
3'-6"
3'-0"
4"
STEEL CHANNEL PER PREFAB
STAIR MANUF.
STEEL STRINGER PER PREFAB
STAIR MANUF.
NOTE:
1. FOR ADDITIONAL INFO. SEE
STRUCTURAL DRAWINGS.
2. THE LEADING 2 INCHES OF
THE TREAD SHALL HAVE
VISUAL CONTRAST OF
DARK-ON-LIGHT OR LIGHT-
ON-DARK FROM THE
REMAINDER OF THE TREAD.
(2009 ANSI 504.5.1
NOSING).
STEEL STRINGER
PRE-CAST CONC. TREADS
HARDROCK CONC. IN
METAL DECK ON STEEL
STAIR STRINGER AND
STEEL ANGLE SUPPORT
BOTTOM RAIL
SHALL BE SPACED
SUCH THAT A 4"
SPHERE CAN NOT
PASS THROUGH
3/4" O.D. PIPE
BALLUSTERS @ 4"
O.C. MAX
1 1/2" DIA.VERTICAL
STEEL
3/4" O.D. PIPE
BALLUSTERS @ 4" O.C.
MAX
1 1/2" DIA.
HANDRAIL
1 1/2" DIA. HANDRAIL
@ WALL
1 1/2" DIA. TUBE STEEL -
PAINTED TOP RAIL
STEEL BEAM PER
PREFAB STAIR MANUF.
STEEL STRINGER PER
PREFAB STAIR MANUF.
PRE-CAST CONC. TREADS
1'-0"
BOTTOM RAIL SHALL
BE SPACED SUCH
THAT A 4" SPHERE
CAN NOT PASS
THROUGH
STEEL ANGLE ANCHOR BOLTED TO CONC.
SLAB - REFER TO STRUCTURAL
1/4" STEEL CLOSURE PLATE
WELDED & GROUND
SMOOTH
PRE-CAST CONC.
TREADS
STEEL STRINGER
PER STRUCTURAL
DRAWINGS
3/4" O.D. STEEL
VERTICAL BALUSTERS
@ 4" O.C. MAX
1 1/2" DIA.
STANDARD PIPE
RAILING
1 1/2" DIA. GUARDRAIL
1 1/2" DIA. HANDRAIL
1'-0"
STEEL STRINGER
PER STRUCTURAL
DRAWINGS
CMU WALL PER PLAN
CONCRETE ON STEEL PAN
BOLTS W/ PIPE SPACER,
PER STRUCTURAL
STEEL STRINGER PER
STRUCTURAL
MASONRY
WALL
1-1/2" DIA. STEEL
HANDRAIL, PAINTED
STEEL BRACKETS
FACTORY ATTACHED
TO HANDRAILS AT
48" O.C., PAINTED
3/8" DIA. EXPANSION
BOLT, EACH SIDE
OF PLATE
CMU WALL
1 1/2"
1 1/2"
REFER TO PLANS
REFER TO PLANS
REFER TO PLANS
FACE OF MASONRY
FACE OF MASONRY
2"
CONCRETE ON STEEL
PANS
STEEL STRINGER PER
PREFAB STAIR MANUF.
FACE OF CMU
FACE OF CMU
1 1/2" DIA. STANDARD
VERTICAL PIPE POSTS
1-1/2" DIA. GUARDRAIL
1" DIA. STEEL HORIZONTAL
RAILS @ 4" O.C. MAX
1 1/2" DIA. STANDARD
PIPE RAILINGS @ 4'-0" O.C.
HARDROCK CONC.
IN METAL PAN TREAD
ON STEEL STAIR
STRINGER AND STEEL
ANGLE SUPPORT
3'-6" ABOVE TREAD NOSING
STEEL CHANNEL PER
PREFAB STAIR MANUF.
3"x3" ANGLE IRON CONT.
BY STAIR MANUF. TO RUN
FULL WIDTH OF STAIRS AT
LANDINGS.
1 1/2 " WALNUT TREAD W/
BELEVED UNDERSIDE
PT SLAB PER
STRUCTURAL DWGS.
WORK POINT
TREAD WIDTH
EQUAL TO 1
1-1/2" DIA. WALNUT WOOD
HANDRAIL. STAIN TO MATCH
STAIR TREADS.
WOOD RISER
WOOD STRINGER PER
STRUCTURAL DWGS.
SECTION
REFER TO
A7.2.1
17
Sim
3/4" PLYWOOD
FLOOR / CEILING
ASSEMBLY
LANDING PER
SECTION
1-1/2" DIA. WALNUT WOOD
HANDRAIL. STAIN TO
MATCH STAIR TREADS.
2X WOOD STRINGER PER
STRUCTURAL DWGS.
2" HARDWOOD
TREAD W/
BULLNOSE
34" - 38"
16A
SECTION
REFER TO
1'-0"
DECORATIVE TILE
@ FACE OF RISER
3/4" PLYWOOD
FITNESS
PROVIDE 2" HARDWOOD @
TOP LANDING. ALIGN WITH
FITNESS CENTER FLOORING
CORRIDOR
STAIR
FLOOR / CEILING ASSEMBLY
WALL PER PLAN
BOLTS W/ PIPE SPACER,
PER STRUCTURAL
STEEL STRINGER -
SEE STRUCTURAL
4
PARTITION PER PLAN
1 1/2 " WALNUT TREAD W/
BELEVED UNDERSIDE
1-1/2" DIA. CONTINOUS
WOOD HANDRAIL
PROVIDE 2X4 BLOCKING
AT 5'-0" O.C.
1 1/2"
1 1/2"
STAIR HANDRAIL DETAIL
WOOD STRINGER PER
STRUCTURAL
2X STRINGER PER
STRUCTURAL DWGS.
1/4" RAD. EDGE
1 1/2" THICK WALNUT
WOOD TREAD WITH CLEAR
SATIN FINISH
BELEVED UNDERSIDE
(ICC A117.1 , 504.5)
2 1/2"
30°
TILE , REFER TO ID DWG'S
11"
1 3/8"
FLOOR TILE , REFER TO
ID DWG'S
CONC. SLAB R PER
STRUCTURAL DWGS.
3/4" PLYWOOD
1" = 1'-0"
4
STAIRWAY IDENTIFICATION SIGNAGE
1 1/2" = 1'-0"
8
RAILING TO STRINGER
1" = 1'-0"
2
STAIR @ INTERMEDIATE LANDING
1" = 1'-0"
1
STAIR @ TOP LANDING
1" = 1'-0"
3
STAIR @ BOTTOM LANDING
1" = 1'-0"
5
STAIR @ TOP LANDING
1" = 1'-0"
6
STAIR @ INTERMEDIATE LANDING
1" = 1'-0"
7
STAIR @ BOTTOM LANDING
1 1/2" = 1'-0"
9
STAIR LANDING @ CMU WALL
1 1/2" = 1'-0"
10 HANDRAIL TO WALL CONNECTION
3/4" = 1'-0"
11 CROSS SECTION OF TYPICAL STAIR
1 1/2" = 1'-0"
12 RAILING TO STRINGER
FOR CONSTRUCTION
OR RECORDING
SCHEMATIC NOT
A R C H I T E C T U R E. P L A N N I N G.
L A N D S C A P E A R C H I T E C T U R E.
+
CRITICAL THINKING / CREATIVE DESIGN
ASSOCIATES
TODD
4019 N. 44TH ST. / PHOENIX, AZ 85018
602 - 952 - 8280 / TODDASSOC.COM
Copyright 2021 Todd & Associates, Inc.
p
f
PROJECT
NO.
CLIENT
SEAL
CONTACT
DATA
"PROMPT PAYMENT NOTICE"
Choose Appropriate Option from the Titleblock
properties. There are 5 options, make the option you
want visible and make sure the rest are unchecked.
Also clear check box for instructions.
Proj Mgr.
Dwn By:
Rev.
Date:
Description:
Rev.
PHASE
22-2015-00
GLENDALE
SENIOR
APARTMENTS
STAIR DETAILS
A7.2.1
MERCY HOUSING
6515 W. MARYLAND AVE.
GLENDALE, AZ 85301
(623)-937-0418
09/19/22
100% DD Set
Design Development
CZ
1" = 1'-0"
13 CLUBHOUSE STAIR @ BOTTOM LANDING
1" = 1'-0"
15 CLUBHOUSE STAIR @ TOP LANDING
1 1/2" = 1'-0"
16 STAIR WALL FLOOR DETAIL
1 1/2" = 1'-0"
14 CLUBHOUSE STAIR @ STRINGER TO WALL
3" = 1'-0"
17 RISER PROFILE @ INTERMEDIATE TREAD
FINISH FLOOR
0' - 0"
FINISH FLOOR
0' - 0"
ELEVATOR SHAFT SUMP
PUMP REFER TO
PLUMBING
VAPOR BARRIER
PER SPECS.
PIT LIGHT & OUTLET
REFER TO ELECTRICAL
PIT LADDER
PIT STOP SWITCH BY
ELEVATOR MANUF. 1'-6"
ABOVE FINISHED FLOOR
PIT LIGHT SWITCH BY
G.C. 4'-0" ABOVE
FINISHED FLOOR
MIN.
4'-0"
6" MIN.
7'-0" MIN.
2'-0" MIN.
FRAMING AND REDHEAD
AT CONCRETE WALL
1-1/2" FLAT STEEL BAR
FRAMING AND REDHEADS
AT CONCRETE WALL
3/4" DIA. STEEL RUNGS - PROVIDE
NON-SLIP COATING
3"X3" ANGLES ANCHORED TO FLOOR
WITH EXPANSION BOLTS AND WELDED
TO LADDER
NOTE:
PAINT ALL COMPONENTS OF STEEL
LADDER
MAX.
1 2 "
12" MAX.
6"
3"x3" ANGLES ANCHORED TO WALL
W/ EXPANSION BOLTS & WELDED
TO LADDER
3/4" DIA. STEEL RUNGS - PROVIDE
NON-SLIP COATING
3"x3" ANGLES ANCHORED TO FLOOR
W/ EXPANSION BOLTS & WELDED
TO LADDER
FLUSH STEEL GRATE W/ 1" x 1/8" STEEL
BARS @ 1-3/16" O.C. W/ CROSS BARS
@ 4" O.C. - REFER TO STRUCTURAL,
PLUMBING & ELECTRICAL
RECESSED PIT FOR
SUBMERSIBLE PUMP
SUBMERSIBLE PUMP; REFER
TO PLUMBING
CONCRETE SLAB, REFER
TO STRUCTURAL
MANUFACTURER
SIZE PER ELEVATOR
MANUFACTURER
SIZE PER ELEVATOR
8"
NOTE:
COORDINATE PIT DIMENSION
WITH PLUMBING CONTRACTOR.
CONC. SLAB ON
VAPOR BARRIER ON
ABC FILL - REFER TO
STRUCTURAL
8" PER STRUCT.
CONFIRM W/ ELEVATOR MANUF.
5'-0".
CONC. FOOTING -
REFER TO STRUCTURAL
STL. ANGLE - REFER TO
ELEVATOR MFG. FOR
SIZE AND LOCATION
BITUMINOUS SHEET
WATERPROOFING
MASONRY WALL
BEYOND
ELEVATOR ENTRANCE SILL
BY MANUFACTURER
ELEVATOR DOOR FRAME
BY MANUFACTURER
SILL SUPPORT BRACKET
BY MANUFACTURER
FLOOR SYSTEM AS SCHEDULED
CONC. INFILL AT CMU WALL
2"
CONC. TOPPING
2 LAYER
5/8" GYPSUM BOARD
5/8" TYPE "X" GYPSUM
SHEATHING OVER 1/2"
RESILIENT CHANNEL
CONC.
FOOTING -
REFER TO
STRUCTURAL
CONC. SLAB ON
ABC FILL - REFER
TO STRUCTURAL
CONC. SLAB ON
VAPOR BARRIER ON
ABC FILL - REFER TO
STRUCTURAL
MASONRY STEM WALL -
REFER TO STRUCTURAL
ELEVATOR PIT
SUMP PIT- REFER TO
MFG'S SPECS.
CONC. SLAB BEYOND
BITUMINOUS SHEET
WATERPROOFING
PER MANUF.
PER STRUCT.
8"
NOTES:
1. ELEVATOR LANDING JAMBS SHALL
HAVE THE NUMBER OF THE FLOOR ON
WHICH THE JAMB IS LOATED
DESIGNATED BY A 2" MIN. ARABIC
NUMERAL AND A RAISED BRAILLE
AT A HEIGHT OF 5'-0"ABOVE THE FLOOR
ON BOTH SIDES OF THE DOOR. RAISED
BRAILLE SYMBOLS SHALL BE DIRECTLY TO
THE LEFT OF THE ARABIC SYMBOL AND
SHALL BE ON A CONTRASTIN
BACKGROUND
2. A VISUAL AND AUDIBLE SIGNAL
SHALL BE PROVIDED AT EACH HOISTWAY
INDICATING THE ELEVATOR CAR
ANSWERING THE CALL AND THE
DIRECTION OF TRAVEL VISUAL SIGNALS
SHALL BE 2-1/2" X 2-1/2" MIN. AUDIBLE
SIGNALS SHALL SOUND ONCE FOR UP
AND TWICE FOR DOWN. THE
CENTERLINE OF THE SIGNALING FIXTURE
SHALL BE 72" FROM THE LOBBY FLOOR.
3. ELEVATOR CALL OPERATOR BUTTONS
SHALL BE WITHIN 3'-6" OF THE FLOOR.
BUTTONS SHALL BE A MIN. OF 3/4" INCH
IN SIZE AND THE DIRECTION OF TRAVEL.
VISUAL INDICATION SHALL BE PROVIDED
TO SHOW EACH CALL REGISTERED AND
THE DIRECTION OF TRAVEL AND
EXTINGUISHED WHEN ANSWERED.
4. THE AUTOMATIC DOOR RE-OPENING
DEVICE IS ACTIVATED IF AN OBJECT
PASSES THROUGH EITHER LINE "A" AND
LINE "B". LINE "A" AND LINE "B"
REPRESENT THE VERTICAL LOCATIONS OF
THE DOOR RE-OPENING DEVICE NOT
REQUIRING CONTACT.
5. PROVIDE 2-WAY COMMUNICATION
AT ELEVATOR LANDING ON EACH
ACCESSIBLE FLOOR PER 2018 IBC
SECTION 3001.2.
42"
29"
5"
60" AFF 'absolute'
42 " AFF 'absolute'
72" MIN.
48" TWO WAY
COMMUNICATION
3'-11 5/8"
2 "
3'-10 7/8"
ELEVATOR DOOR FRAME
3'-6"
ELEVATOR
VESTIBULE
ELEVATOR
NORMAL DOOR WIDTH
3 1/2"
MINUS 21"
HEIGHT = DOOR HEIGHT
ELECTRICAL OUTLET BOX
1504 AQ
MAG. CLOSER
FRAME
3 1/2"
2 "
1/2" = 1'-0"
2
PIT
EV-INT PIT
1 1/2" = 1'-0"
3
PIT LADDER
EV-INT PIT LADDER
1 1/2" = 1'-0"
4
PIT LADDER ATTACHMENT
EV-INT PIT LADDER ATTACHMENT
1" = 1'-0"
5
SUMP PUMP
EV-INT SUMP PUMP
1 1/2" = 1'-0"
6
OPENING @ ELEVATOR
FDN-INT OPENING @ EV 002
3" = 1'-0"
8
ELEVATOR THRESHOLD
1 1/2" = 1'-0"
7
OPENING @ ELEVATOR WITH SUMP
A R C H I T E C T U R E. P L A N N I N G.
L A N D S C A P E A R C H I T E C T U R E.
+
CRITICAL THINKING / CREATIVE DESIGN
ASSOCIATES
TODD
4019 N. 44TH ST. / PHOENIX, AZ 85018
602 - 952 - 8280 / TODDASSOC.COM
Copyright 2021 Todd & Associates, Inc.
p
PROJECT
NO.
CLIENT
SEAL
CONTACT
DATA
Proj Mgr.
Dwn By:
"PROMPT PAYMENT NOTICE"
The Owner is familiar with the "Arizona Prompt
Payment Law" and payments will comply with the
30 day billing cycle.
Rev.
Date:
Description:
Rev.
PHASE
22-2015-00
GLENDALE
SENIOR
APARTMENTS
ELEVATOR DETAILS
A7.3.1
MERCY HOUSING
6515 W. MARYLAND AVE.
GLENDALE, AZ 85301
(623)-937-0418
09/19/22
100% DD Set
Design Development
MA
1" = 1'-0"
1
DOOR ELEVATION
1" = 1'-0"
12 SMOKE DOOR @ ELEVATOR
GENERAL NOTES
DOOR REMARKS
DOOR ABBREVIATIONS
1. REFER TO SHEET A0.1 FOR ADDITIONAL DOORS, FRAMES
AND HARDWARE GENERAL NOTES.
2. DOOR NUMBER IN THE SCHEDULE FOR DOORS IN THE
COMMON AREAS CORRESPONDS TO THE ROOM
NUMBER IN WHICH THE DOOR IS LOCATED. IF THERE IS
MORE THAN ONE DOOR IN A ROOM, SUBSEQUENT
DOORS ARE DESIGNATED BY A LETTER SUFFIX AFTER THE
ROOM NUMBER.
3. ALL ACCESSIBLE DOORS ARE TO BE PROVIDED WITH
NON-GRASPING LEVER TYPE HARDWARE.
4. PROVIDE SAFETY GLAZING AT ALL SIDELITES AND
DOORS CONTAINING GLASS IN ACCORDANCE WITH
2012 IBC SECTION 2406.
5. SEE EXTERIOR BUILDING ELEVATIONS FOR THE PAINT
COLOR OF EXTERIOR DOORS AND FRAMES.
6. SEE INTERIOR DRAWINGS FOR PAINT COLORS AND
LAMINATE FINISHES OF INTERIOR DOORS AND FRAMES.
7. REFER TO DOOR HARDWARE SPECIFICATION SECTION
08 71 00 FOR ADDITIONAL HARDWARE REQUIREMENTS.
8. ALL ACCESS-CONTROLLED EGRESS DOORS TO HAVE A
MANUAL UNLOCKING DEVICE COMPLYING WITH IBC
SECTION 1008.1.9.8 LOCATED 40" TO 48" A.F.F. WITHIN 5
FEET OF THE SECURED DOORS AND IDENTIFIED WITH A
SIGN THAT READS "PUSH TO EXIT."
9. ALL RATED DOORS WITH GLAZING MUST CONTAIN
RATED GLAZING TO MATCH THE DOOR RATING
10. DOOR TO BE EQUIPPED WITH PANIC HARDWARE PER
IBC SECTION 1008.1.10
DOOR MATERIAL:
AL
ALUMINUM
HM
HOLLOW METAL
SCW
SOLID CORE WOOD
HCW
HOLLOW CORE WOOD
FRAME MATERIAL:
AL
ALUMINUM
HM
HOLLOW METAL
WD
WOOD
GLAZING:
SGT
SINGLE GLAZED TEMPERED
DGT
DOUBLE GLAZED TEMPERED
INDICATES LOCATION OF TEMPERED GLAZING
T
A
ENTRY PANEL
DOOR
B
SINGLE 1
PANEL
E
SINGLE LITE
DOOR
PATIO
D
BI-PASS
1 PANEL
F
FLUSH
DOOR
C
DOUBLE 1
PANEL
G
SINGLE LITE DOOR
H
DOUBLE DOOR
I
SINGLE FLUSH
W/ LITE
J
DOUBLE DOOR
L
ELEVATOR DOOR
M
BI-FOLD PANELS
K
SINGLE LITE DOOR
1
2
3
4
5
6
7
9
8
FOR CONSTRUCTION
OR RECORDING
SCHEMATIC NOT
A R C H I T E C T U R E. P L A N N I N G.
L A N D S C A P E A R C H I T E C T U R E.
+
CRITICAL THINKING / CREATIVE DESIGN
ASSOCIATES
TODD
4019 N. 44TH ST. / PHOENIX, AZ 85018
602 - 952 - 8280 / TODDASSOC.COM
Copyright 2021 Todd & Associates, Inc.
p
f
PROJECT
NO.
CLIENT
SEAL
CONTACT
DATA
"PROMPT PAYMENT NOTICE"
Choose Appropriate Option from the Titleblock
properties. There are 5 options, make the option you
want visible and make sure the rest are unchecked.
Also clear check box for instructions.
Proj Mgr.
Dwn By:
Rev.
Date:
Description:
Rev.
PHASE
22-2015-00
GLENDALE
SENIOR
APARTMENTS
DOOR SCHEDULE
A8.1.1
MERCY HOUSING
6515 W. MARYLAND AVE.
GLENDALE, AZ 85301
(623)-937-0418
09/19/22
100% DD Set
Design Development
Author
DOOR SCHEDULE - UNITS
OPENING
DOOR
FRAME
FIRE
RATING
HARDWARE
SET NO.
REMARKS
DOOR
NO.
WIDTH
HEIGHT
THICKNESS TYPE MATERIAL GLAZING
LOUVER
TYPE MATERIAL
DETAIL
WIDTH
HEIGHT
HEAD
JAMB
SILL
UNIT
U01
3' - 0"
7' - 0"
1 3/4"
A
1
U02
3' - 0"
8' - 0"
1 3/4"
E
4
U03
2' - 6"
8' - 0"
1 3/4"
F
4
U04
3' - 0"
6' - 8"
1 3/8"
B
1
U05
3' - 0"
6' - 8"
1 3/8"
B
1
U06
1' - 4"
6' - 8"
1 3/8"
B
1
U06
5' - 0"
6' - 8"
2"
P
2
U07
1' - 8"
6' - 8"
1 3/8"
B
1
U08
2' - 6"
6' - 8"
1 3/8"
B
1
U09
3' - 6"
6' - 8"
1 3/8"
C
2
U11
4' - 8"
6' - 8"
2"
D
2
U12
5' - 4"
6' - 8"
2"
D
2
1/4" = 1'-0"
DOOR TYPES
1/4" = 1'-0"
DOOR FRAME TYPES
DOOR SCHEDULE - COMMONS
wt
DOOR
FRAME
FIRE
RATING
HARDWARE
SET NO.
REMARKS
DOOR
NO.
WIDTH
HEIGHT
THICKNESS TYPE MATERIAL
GLAZING
LOUVER
TYPE MATERIAL
DETAIL
WIDTH
HEIGHT
HEAD
JAMB
SILL
LEVEL 1
C102A
3' - 0"
8' - 0"
1 3/4"
G
5
C102B
2' - 11 1/2"
7' - 7"
1 3/8"
K
7
C102C
3' - 0"
8' - 0"
1 3/4"
G
G
U101
3' - 0"
7' - 0"
1 3/4"
F
4
U102
3' - 0"
7' - 0"
1 3/4"
F
4
U103
3' - 0"
7' - 0"
1 3/4"
F
4
U104
3' - 0"
7' - 0"
1 3/4"
F
4
U105
6' - 0"
8' - 0"
1 3/4"
H
4
U106
3' - 0"
8' - 0"
1 3/4"
F
4
U107A
6' - 0"
8' - 0"
1 3/4"
H
4
U107B
3' - 0"
7' - 0"
1 3/4"
I
4
U108
3' - 0"
7' - 0"
1 3/4"
F
4
LEVEL 2
U201
3' - 0"
7' - 0"
1 3/4"
G
5
U203
3' - 0"
7' - 0"
1 3/4"
F
4
U204
3' - 0"
7' - 0"
1 3/4"
F
4
U205
3' - 0"
7' - 0"
1 3/4"
F
4
U206
3' - 0"
7' - 0"
1 3/4"
F
4
U207
3' - 0"
7' - 0"
1 3/4"
F
4
U208
3' - 0"
7' - 0"
1 3/4"
F
4
LEVEL 3
438
3' - 0"
7' - 0"
1 3/4"
G
5
U303
3' - 0"
7' - 0"
1 3/4"
F
4
U304
3' - 0"
7' - 0"
1 3/4"
F
4
U305
3' - 0"
7' - 0"
1 3/4"
F
4
U306
3' - 0"
7' - 0"
1 3/4"
F
4
U307
3' - 0"
7' - 0"
1 3/4"
F
4
U308
3' - 0"
7' - 0"
1 3/4"
F
4
LEVEL 4
454
3' - 0"
7' - 0"
1 3/4"
G
5
U403
3' - 0"
7' - 0"
1 3/4"
F
4
U404
3' - 0"
7' - 0"
1 3/4"
F
4
U405
3' - 0"
7' - 0"
1 3/4"
F
4
U406
3' - 0"
7' - 0"
1 3/4"
F
4
U407
3' - 0"
7' - 0"
1 3/4"
F
4
U408
3' - 0"
7' - 0"
1 3/4"
F
4
DOOR SCHEDULE - STAIRS
wt
DOOR
FRAME
FIRE
RATING
HARDWARE
SET NO.
REMARKS
DOOR
NO.
WIDTH
HEIGHT
THICKNESS TYPE MATERIAL
GLAZING
LOUVER
TYPE MATERIAL
DETAIL
WIDTH
HEIGHT
HEAD
JAMB
SILL
LEVEL 1
ST1-1A
3' - 0"
7' - 0"
1 3/4"
I
6
ST1-1B
3' - 0"
7' - 0"
1 3/4"
I
6
ST3-1A
3' - 0"
7' - 0"
1 3/4"
I
6
ST3-1B
3' - 0"
7' - 0"
1 3/4"
I
6
LEVEL 2
ST1-2
3' - 0"
7' - 0"
1 3/4"
I
6
ST3-2
3' - 0"
7' - 0"
1 3/4"
I
6
LEVEL 3
ST1-3
3' - 0"
7' - 0"
1 3/4"
I
6
ST3-3
3' - 0"
7' - 0"
1 3/4"
I
6
LEVEL 4
ST1-4
3' - 0"
7' - 0"
1 3/4"
I
6
ST3-4
3' - 0"
7' - 0"
1 3/4"
I
6
DOOR SCHEDULE - ELEVATORS
wt
DOOR
FRAME
FIRE
RATING
HARDWARE
SET NO.
REMARKS
DOOR
NO.
WIDTH
HEIGHT
THICKNESS TYPE MATERIAL
GLAZING
LOUVER
TYPE MATERIAL
DETAIL
WIDTH
HEIGHT
HEAD
JAMB
SILL
LEVEL 2
EV1-2
3' - 6"
8' - 0"
1 7/8"
L
7
EV2-2
3' - 6"
8' - 0"
1 7/8"
L
7
LEVEL 3
EV1-3
3' - 6"
8' - 0"
1 7/8"
L
7
EV2-3
3' - 6"
8' - 0"
1 7/8"
L
7
LEVEL 4
EV1-4
3' - 6"
8' - 0"
1 7/8"
L
7
EV2-4
3' - 6"
8' - 0"
1 7/8"
L
7
DOOR SCHEDULE - CLUBHOUSE
wt
DOOR
FRAME
FIRE
RATING
HARDWARE
SET NO.
REMARKS
DOOR
NO.
WIDTH
HEIGHT
THICKNESS TYPE MATERIAL
GLAZING
LOUVER
TYPE MATERIAL
DETAIL
WIDTH
HEIGHT
HEAD
JAMB
SILL
LEVEL 1
CH101
3' - 0"
7' - 0"
1 3/4"
G
5
CH102
3' - 0"
7' - 0"
1 3/4"
G
5
CH103
3' - 0"
7' - 0"
1 3/8"
K
7
CH104
3' - 0"
7' - 0"
1 3/4"
G
5
CH105
3' - 0"
7' - 0"
1 3/4"
G
5
CH106A
3' - 0"
7' - 0"
1 3/4"
F
4
CH106B
3' - 0"
7' - 0"
1 3/4"
F
4
CH107
2' - 10"
7' - 0"
1 3/4"
Q
4
CH108
3' - 0"
7' - 0"
1 3/4"
F
4
CH109
3' - 0"
7' - 0"
1 3/4"
G
5
CH110
3' - 0"
7' - 0"
1 3/4"
G
5
CH111
3' - 0"
7' - 0"
1 3/4"
G
5
CH112A
6' - 0"
7' - 0"
1 3/4"
J
7
CH112B
21' - 0"
8' - 0"
1 3/4"
M
9
CH112C
6' - 0"
7' - 9 1/2"
1 3/4"
J
7
CH113
5' - 11 255/256"
7' - 7"
1 3/4"
J
7
CH114A
3' - 0"
7' - 0"
1 3/4"
I
6
CH114B
3' - 0"
8' - 0"
1 3/4"
K
7
CH115
3' - 0"
7' - 0"
1 3/4"
F
1
CH116
3' - 0"
7' - 0"
1 3/4"
F
1
CH118
3' - 0"
7' - 0"
1 3/4"
G
5
CH119
3' - 0"
7' - 0"
1 3/4"
G
5
CH120
3' - 0"
8' - 0"
1 3/4"
K
7
CH120
3' - 0"
7' - 0"
1 3/4"
I
6
LEVEL 2
CH202
3' - 0"
8' - 0"
1 3/4"
E
3
CL
DOOR FRAME
BEYOND
DOOR - PER
SCHEDULE
UNDERCUT DOOR
FINISH FLOOR PER PLAN
THRESHOLD
PER SCHEDULE
DOOR BOTTOM
SEAL PER
SCHEDULE
1/2"
THRESHOLD .
GYPSUM BOARD- PAINTED
BATT INSULATION
2X WOOD STUD WALL
GYPSUM BOARD ON 1/2"
RESILIENT CHANNELS PER WALL
ASSEMBLY
HEADER RE: STRUCTURAL
1/2" PLYWOOD
CONTINUOUS SEALANT
H.M. FRAME
SEALANT WHERE REQUIRED
CONTINUOUS SEALANT
SHEATHING ON UNIT SIDE WHERE
REQUIRED- REFER TO STRUCTURAL
CORRIDOR
CONTINUOUS SEALANT
DOOR
SEALANT WHERE
REQUIRED
WALL TYPE PER PLAN
2x WOOD STUD JAMB
20 MIN. HOLLOW
METAL FRAME - 3 PIECE
GYP. BD. ON METAL RESIL.
CHANNELS
1/2" PLYWOOD
JAMB ANCHORS - MIN
3(NO) PER JAMB
SHEATHING WHERE REQUIRED-
REFER TO STRUCTURAL
UNIT
CORRIDOR
GYPSUM BOARD- PAINTED
BATT INSULATION
2X WOOD STUD WALL
HEADER RE: STRUCTURAL
CONTINUOUS SEALANT
H.M. FRAME
SEALANT WHERE REQUIRED
CONTINUOUS SEALANT
DOOR
SEALANT
WHERE
REQUIRED
WALL TYPE PER PLAN
2x WOOD STUD JAMB
HOLLOW METAL FRAME
CENTER LINE OF DOOR
CARPET OR HARD SURFACE
CONCRETE SLAB
WOOD CASING TRIM WITH
CONTINUOUS
CAULKING - PAINTED SEMI-GLOSS
SHIM AS REQUIRED
STOP
WOOD FRAME
DOOR
WOOD STUDS
5/8" TYPE "X" GYPSUM BOARD- PAINTED
BATT INSULATION WHERE OCCURS
WOOD HEADER/JAMB
SILL
HEAD
SHIM AS
REQUIRED
JAMB
2 X WOOD JAMB PER
STRUCTURAL
3 1/2"
UNIT
CORRIDOR
GYPSUM BOARD -
PAINTED
SHEATHING WHERE REQUIRED
- REFER TO STRUCTURAL
BATT INSULATION AS SPECIFIED
2x6 WOOD STUD WALL
JAMB - REFER TO STRUCTURAL
1/2" PLYWOOD
20 MIN. WOOD DOOR AND
FRAME W/
SHIM PER SPECIFICATIONS
SEALS WHERE REQUIRED
DOOR PER SCHEDULE
WOOD STOP
WOOD TRIM
1/2" RESILIENT CHANNELS
UNIT
CORRIDOR
GYPSUM BOARD - PAINTED
SHEATHING WHERE REQUIRED
- REFER TO STRUCTURAL
BATT INSULATION AS SPECIFIED
2x6 WOOD STUD WALL
HEADER - REFER TO
STRUCTURAL
1/2" PLYWOOD
20 MIN. WOOD DOOR AND
FRAME W/
SHIM PER SPECIFICATIONS
SEALS WHERE REQUIRED
GYPSUM BOARD ON 1/2"
RESILIENT CHANNELS PER
WALL ASSEMBLY
WOOD STOP
WOOD TRIM
ELECTRONIC HOLD
OPEN DEVICE
DOOR PER SCHEDULE
PER PLAN
3"
WALL ASSEMBLY
PER PLAN
FURR-OUT WALL TO
BE FLUSH W/ FACE
OF DOOR
ALIGN
DOOR PER SCHEDULE
THRESHOLD SET IN SEALANT
CONC. SLAB ON ABC FILL -
REFER TO STRUCTURAL
1/2" COMPRESSIVE
FILLER
CONC. SLAB ON
COMPACTED SUBGRADE
CONTINUOUS TRAFFIC
SEALANT
SLOPE
1/8" /ft.
NOTE:
1. PROVIDE BASE
FLASHING WITH END
DAMS PER DETAIL 1/A10.0
EXTERIOR
INTERIOR
FINISH FLOOR
DOOR W/WEATHER STRIPPING
DOOR BOTTOM
4" WIDE ALUMINUM THRESHOLD,
45° BEVEL MAX., SET IN SEALANT
ENTRY DOOR PER PLAN
CORRIDOR
INTERIOR
2" MIN. HARDROCK CONC. ON
SHEATHING OVER 2X FLOOR
JOIST
ALUMINUM THRESHOLD SET IN
SEALANT
NOTE:
ALL CORRIDOR SURFACES EXPOSED
TO RECEIVE CONCRETE SEALER.
SECOND, THIRD & FOURTH FLOOR
FIRST FLOOR ENTRY & ACCESSIBLE PATIO
2"
MAX.
1/2"
1/8"
1/2" MAX.
REFER TO DETAIL 1/A10.0 FOR
TYPICAL DOOR FLASHING
INSTALATION
MANEUVERING CLEARANCE TO
HAVE 2% MAX. SLOPE IN ANY
DIRECTION
MANEUVERING CLEARANCE TO
HAVE 2% MAX. SLOPE IN ANY
DIRECTION
BARN DOOR TRACK
PER MANUFACTURE
WOOD HEADER
GYP. BD
CEILING PER ASSEMBLY
DOOR PER PLAN
EXTERIOR
INTERIOR
JOIST
PAINTED 26 GA. S.M.
FLASHING W/ 4" HORIZ.
LEG ON PROTECTION
BOARD
4"
4"
3"
DOOR PER PLAN
EXTERIOR
INTERIOR
PAINTED 26 GA.
S.M. FLASHING
2"
3"
FIRST FLOOR
UPPER FLOORS
FLUSH CONCRETE @
'TYPE A' UNIT
2" MIN. HARDROCK CONC. ON
FLEXIBLE FLASHING OVER WATER
PROOFING; SEE STRUCTURAL
NOTE:
ALL EXPOSED CORRIDOR
SURFACES TO RECEIVE CONCRETE
SEALER.
1/2" MAX
WATER PROOFING -
FLOOD TESTED 24 HOUR
PRIOR TO THE POUR
2"
SLOPE
4"
HEADER/BEAM - REFER TO STRUCTURAL
HM FRAME
DOOR PER SCHEDULE
BATT INSULATION
WOOD STUDS
CONTINUOUS 3/8" SEALANT AND
BACKER ROD
DRIP FLASHING
STUCCO SYSTEM J-WEEP
WEATHER RESISTANT BARRIER
1-COAT STUCCO SYSTEM, PER
SPECIFICATIONS
FLEXIBLE FLASHING
WALL TYPE
PER PLANS
1/4"
FLEXIBLE FLASHING
EXTERIOR SHEATHING
LAP WEATHER RESISTANT BARRIER
OVER DRIP FLASHING AND FLEXIBLE
FLASHING FULL LAP
HM FRAME
DOOR PER SCHEDULE
BATT INSULATION
WOOD STUDS
CONTINUOUS SEALANT ALL AROUND
OPENING
LAP POLYOLEFIN SHEET WRB
OVER FLEXIBLE FLASHING AND
CASING BEAD
1" RIGID INSULATION
1-COAT STUCCO SYSTEM, PER
SPECIFICATIONS
FLEXIBLE FLASHING
JAMB ANCHORS - MIN. 3(NO) PER
JAMB
GYP. BOARD, WALL TYPE PER PLANS
CASING BEAD
3/8" MIN.
STUCCO SYSTEM
BATT INSULATION
WEATHER-RESISTIVE
BEAM AS SCHEDULED
PER STRUCTURAL
"J" SCREED W/ DRIP EDGE
FLEXIBLE FLASHING UNDER
METAL FLASHING
CONTINUOUS SEALANT &
BACKER ROD
5/8" GYP. BOARD
DOOR BUCK
STEEL DOOR MOUNTING
FRAME PER MANUF.
WRITTEN SPEC.
#12 SCREED DRIP
BATT INSULATION
STUCCO SYSTEM
WEATHER-RESISTIVE
BARRIER
CORNER AID -
INSTALL PER MANUF.
WRITTEN SPECS
FLEXIBLE FLASHING
UNDER METAL
FLASHING
"J" SCREED W/ DRIP
EDGE
CONTINUOUS
SEALANT & BACKER
ROD
5/8" GYP. BOARD
DOOR BUCK
DOOR TRACK
SUPPORT W/
LAG SCREW
1/2" X 4"
LONG
WEATHER
SEAL
OVERHEAD GARAGE
DOOR & TRACK
SLOPE
SLOPE
PER CIVIL
CONCRETE FOUNDATION
PER STRUCTURAL DWGS
CONCRETE SLAB
PER STRUCTURAL
DWGS.
TOOLED EDGE
AT SLAB (3/4"
CHAMFER)
SLAB PER CIVIL
GARAGE DOOR AS
SCHEDULED
STRUCTURAL SCHEDULE
REFER TO
GARAGE DOOR TRIM
GARAGE DOOR
EXTERIOR FINISH PER
SPECIFICATIONS
CONCRETE STEM WALL, CLEAN
& PAINT PER ADJACENT WALL FINISH
GAP BETWEEN TRIM & STEM
TO RECEIVE BACKER ROD &
PAINTABLE CAULKING
HOLD WOOD TRIM 1/2" ABOVE CONCRETE
FLOOR / APRON
6" = 1'-0"
3
THRESHOLD @ CONCRETE
3" = 1'-0"
5
HM INTERIOR DOOR HEAD @ CORRIDOR
3" = 1'-0"
6
HM INTERIOR DOOR JAMB @ CORRIDOR
3" = 1'-0"
7
HM INTERIOR DOOR HEAD
3" = 1'-0"
8
HM INTERIOR DOOR JAMB
3" = 1'-0"
13 INTERIOR WOOD FRAME DOOR HEAD
3" = 1'-0"
10 WOOD FRAME DOOR JAMB
3" = 1'-0"
9
WOOD FRAME DOOR HEAD
3" = 1'-0"
4
HM DOOR ON HOLD OPEN
3" = 1'-0"
11 DOOR THRESHOLD
3" = 1'-0"
16 PATIO/BALCONY SILL @ TYPE 'A' UNITS
3" = 1'-0"
12 BARN DOOR HEAD DETAIL
FOR CONSTRUCTION
OR RECORDING
SCHEMATIC NOT
A R C H I T E C T U R E. P L A N N I N G.
L A N D S C A P E A R C H I T E C T U R E.
+
CRITICAL THINKING / CREATIVE DESIGN
ASSOCIATES
TODD
4019 N. 44TH ST. / PHOENIX, AZ 85018
602 - 952 - 8280 / TODDASSOC.COM
Copyright 2021 Todd & Associates, Inc.
p
f
PROJECT
NO.
CLIENT
SEAL
CONTACT
DATA
"PROMPT PAYMENT NOTICE"
Choose Appropriate Option from the Titleblock
properties. There are 5 options, make the option you
want visible and make sure the rest are unchecked.
Also clear check box for instructions.
Proj Mgr.
Dwn By:
Rev.
Date:
Description:
Rev.
PHASE
22-2015-00
GLENDALE
SENIOR
APARTMENTS
DOOR DETAILS
A8.1.3
MERCY HOUSING
6515 W. MARYLAND AVE.
GLENDALE, AZ 85301
(623)-937-0418
09/19/22
100% DD Set
Design Development
MA
3" = 1'-0"
15 PATIO/BALCONY SILL @ TYPE 'B' UNITS
3" = 1'-0"
1
HM EXTERIOR DOOR HEAD @ STUCCO
3" = 1'-0"
2
HM EXTERIOR DOOR JAMB @ STUCCO
1 1/2" = 1'-0"
17 GARAGE DOOR SECTION - MAINT. BLDG
3" = 1'-0"
18 SECTION GARAGE DOOR JAMB - MAINT. BLDG
1 1/2" = 1'-0"
19 SECTION @ GARAGE SILL - MAINT. BLDG
1" = 1'-0"
20 GARAGE DOOR BASE FRAME - MAINT. BLDG
CONT. BACKER ROD &
SEALANT BOTH SIDES
EXPOSED CMU WALL
DOOR - REFER TO
DOOR SCHEDULE
H.M. FRAME
SEALS JAMB & HEAD
EXTERIOR
RAIN GUARD
GYPSUM BOARD ON 1/2"
RESILIENT CHANNELS PER
WALL ASSEMBLY
HM FRAME
DOOR PER SCHEDULE
SEALANT ON BOTH
SIDES
EXPOSED CMU
BLOCK - FINISH
AS SPECIFIED.
CORRIDOR
STAIR
CMU LINTEL, REFER
TO STRUCTURAL
4"
EXTERIOR SIDE
INTERIOR SIDE
INTERIOR FACE OF
8" CMU BEYOND
SEALED 4" CONC.
SLAB OVER A.B.C.
EXTERIOR FACE OF
8" CMU BEYOND
H.M. DOOR & FRAME
DOOR SWEEP
CONC. WALK MAX.
2% SLOPE AWAY FROM
BLDG.
1/2"
MAX.
SEALANT
SET THRESHOLD IN
FULL BED OF SEALANT
1/2" EXPANSION JOINT
METAL PAN
FLASHING
SLOPE
2% MAX.
CONT. BACKER ROD &
SEALANT BOTH SIDES
CMU/ MASONRY WALL
MASONRY JAMB
ANCHORS 4/JAMB
DOOR - REFER TO
DOOR SCHEDULE
H.M. FRAME 1 PIECE
GROUT FILLED
SEALS JAMB & HEAD
EXTERIOR
HM FRAME - GROUT
JAMB SOLID
DOOR PER
SCHEDULE
WALL ASSEMBLY PER
PLAN
CONTINUOUS BACKER
ROD AND SEALANT
SHIM AS REQUIRED
CORRIDOR
STAIR
MASONRY JAMB
ANCHORS - MIN.
3(NOS) PER JAMB
SEALANT
EXPOSED CMU
BLOCK - FINISH AS
SPECIFIED
1/2" RESILIENT
CHANNELS
DOOR SHOWN IN 18O°
POSITION
ELEVATOR DOOR
FRAME
5y"
2p"
.
7'-2 13/16"
TOTAL DOOR CONTINOUS
DOOR HINGE
COORDINATE CLEARANCE
W/ FLOORING INSTALLER
ELEVATOR
DOOR FRAME
ELEVATOR
MAGNETIC
HOLDER
CLOSER IN
POCKET
FLUSH
OPERATING
PUSH PLATE
B
TOTAL DOOR
FRAME
ELEVATOR
DOOR FRAME
FURRED WALL (5-3/8")
SINGLE POCKETED DOOR
-ELEVATOR SHAFT PROTECTION
-180° SWING
-M-33 PULL & M-34 FLUSH OPERATING PLATE
-1 1/2 HR. LABLE
NOTE:
ALL TOTAL DOOR SYSTEMS
HINGE:
SEMI-CONCEALED, CONTINUOUS, NO PROJECTING KNUCKLES, CATALIZED POLYURETHANE FINISH
LOCK:
CONTINUOUS FULL HEIGHT LOCKING(SEVEN FOOT DOOR HAS-SEVEN FOOT LOCKING), CATALIZED
POLYURETHANE FINISH
TRIM: FLUSH OPERATING PUSH PLATE IN CATALIZED POLYURETHANE FINISH
STANDARD DOORS: POLYURETHANE FOAMCORE, 5-1/2" SOLID PINE TOP AND BOTTOM RAILS, 16 GAUGE
ELECTRO-GALVANIZED STEEL- HINGE AND LATCH STILES, 18 OR GAUGE ELECTRO-GALVANIZED BOND-ERIZED
STRETCHER LEVELED, CONTINUOUSLY BONDED STEEL SKINS. FINISH, CATALIZED POLYURETHANE
ACCESSORIES
CLOSURE:
STANDARD FOR POCKETED APPLICATIONS IS LCN ST2701. MOUNT CLOSURE TO WALL, FOOT TO
DOOR BODY.
MAGNETIC HOLDER:
UL LISTED 1504AQ, 120V AC.
LITE KITS: 16 GAUGE ELECTRO-GALVANIZED STEEL, CATALIZED POLYURETHANE FINISH, 1/16" PROJECTION
KICK PLATES:
HEIGHT TO 10" BRASS BONDED TO DOOR FACE WITH WRAP-AROUND EDGES, NO SCREWS.
GASKETING:
FOR SOUND, SMOKE AND WEATHER SEAL.
PLAN VIEW
ELEVATION
SECTION B
PAINT TO MATCH
DOOR HARDWARE
EXPOSED CMU BLOCK -
FINISH
AS SPECIFIED
FACE OF WALL
BEYOND POCKET
STANDARD SINGLE OR
DOUBLE RABBETED
FRAME, OR CASED WITH
APPLIED STOP
SHAFT
CORRIDOR
EXPOSED CMU
BLOCK - FINISH
AS SPECIFIED
WALL PER SCHEDULE
BATT INSULATION
SHEATHING WHERE OCCURS
RE: STRUCT.
GYP. BD. PER ASSEMBLY
HEADER RE: STRUCT.
STUCCO SYSTEM
DOOR PER PLAN
WOOD FRAME W/ SHIM
WRAP ROUGH OPENING WITH
FLEXIBLE FALSHING
WEATHER RESISTANT BARRIER - LAP
OVER FLEXABLE FLASHING
NOTE:.
1. REFER TO DETAIL 1/A8.3.2 FOR
DOOR FLASHING INSTALLATION
WRAP ROUGH OPENING WITH
FLEXIBLE FALSHING
1x TRIM
CONTINUOUS SEALANT
BATT INSULATION
SHEATHING WHERE OCCURS
RE: STRUCT.
GYP. BD. PER ASSEMBLY
JAMB RE: STRUCT.
STUCCO SYSTEM
DOOR PER PLAN
WOOD FRAME W/ SHIM
WRAP ROUGH OPENING WITH
FLEXIBLE FALSHING
CONTINUOUS SEALANT
WEATHER RESISTANT BARRIER - LAP
BEHIND FLEXABLE FLASHING
NOTE:.
1. REFER TO DETAIL 1/A8.3.2 FOR
DOOR FLASHING INSTALLATION
HORIZONTAL MTL. WALL PLANK SYS.
ATTACHED TO VERTICAL MTL. HAT
CHANNELS
DOOR PER SCHEDULE
2X WOOD HEADER, REFER TO
STRUCTURAL
SHEET METAL FLASHING WITH END
DAM
VERT. HAT CHANNELS OVER
WEATHER RESISTIVE BARRIER
SHEATHING PER STRUCTURAL
H.M. FRAME
CONTINUOUS SEALANT W/BACKER
ROD
FLEXIBLE FLASHING, REFER TO DTL.
/
1 A8.3.2
DOOR PER SCHEDULE
WEATHER RESISTANT BARRIER
2X WOOD FRAMING,
REFER TO STRUCTURAL
VERT. HAT CHANNELS OVER
WEATHER RESISTIVE BARRIER
SHEATHING PER STRUCTURAL
H.M. FRAME
CONTINUOUS SEALANT W/BACKER
ROD
FLEXIBLE FLASHING, REFER TO
DTL.
HORIZONTAL MTL. WALL PLANK SYS.
ATTACHED TO VERTICAL MTL. HAT
CHANNELS
/
1 A8.3.2
5/8" GYP. BD. ON WOOD STUDS,
REF. TO STRUCTURAL
5/8" GYP. BD. ON WOOD STUDS,
REF. TO STRUCTURAL
DOOR PANEL
PER
SCHEDULE
ROOM SIDE
CLOSET SIDE
FLOOR COVERING
PER SCHEDULE
MFR. FLOOR
MOUNT DOOR
GUIDE
ROOM SIDE
CLOSET SIDE
HEADER, REF. TO STRUCTURAL
3/4" x 2" WOOD TRIM,
SIZE TO COVER
TRACK, FILL HOLES &
PAINT
DOOR TRACK,
SEE HARDWARE
SPECS.
DOORS AS SCHEDULED
WALL AT SIMILAR CONDITION
DOUBLE STUDS @ JAMBS
DOOR BUMPERS EACH END
HEAD
JAMB
SILL
5/8" TYPE 'X'
GYP. BD. ON
2x4 WD
STUDS
2x4 WD STUD
HEADER
2x4 WOOD BUCK
WOOD TRIM
WOOD CASING
WOOD STOP
HOLLOW
CORE
DOOR & HEAD
TRACK
HOLLOW CORE DOOR
WOOD STOP
WOOD TRIM
WOOD STOP
WOOD CASING
WOOD TRIM
HANDICAP PULL, BOTH SIDES
2x4 STUD CUT
TO 6", MOUNT
@ MID-HT. OF
DOOR
5/8" TYPE "X"
GYP. BD.
METAL POCKET
DOOR FRAME
HEAD
JAMB
3" = 1'-0"
1
HM EXTERIOR DOOR HEAD @ CMU
3" = 1'-0"
5
HM INTERIOR DOOR HEAD @ CMU
3" = 1'-0"
3
DOOR THRESHOLD @ CMU
3" = 1'-0"
2
HM EXTERIOR DOOR JAMB @ CMU
A R C H I T E C T U R E. P L A N N I N G.
L A N D S C A P E A R C H I T E C T U R E.
+
CRITICAL THINKING / CREATIVE DESIGN
ASSOCIATES
TODD
4019 N. 44TH ST. / PHOENIX, AZ 85018
602 - 952 - 8280 / TODDASSOC.COM
Copyright 2021 Todd & Associates, Inc.
p
PROJECT
NO.
CLIENT
SEAL
CONTACT
DATA
Proj Mgr.
Dwn By:
"PROMPT PAYMENT NOTICE"
The Owner is familiar with the "Arizona Prompt
Payment Law" and payments will comply with the
30 day billing cycle.
Rev.
Date:
Description:
Rev.
PHASE
22-2015-00
GLENDALE
SENIOR
APARTMENTS
DOOR DETAILS
A8.1.4
MERCY HOUSING
6515 W. MARYLAND AVE.
GLENDALE, AZ 85301
(623)-937-0418
09/19/22
100% DD Set
Design Development
MA
3" = 1'-0"
6
HM INTERIOR DOOR JAMB @ CMU
1/4" = 1'-0"
12 SMOKE DOOR ELEVATOR DETAIL
3" = 1'-0"
13 DOOR HEAD @ ELEVATOR
3" = 1'-0"
14 WOOD FRAME HEAD AT PATIO
3" = 1'-0"
15 WOOD FRAME JAMB AT PATIO
3" = 1'-0"
19 HM DOOR HEAD @ HORIZONTAL MTL. PLANK SYS.
3" = 1'-0"
20 HM DOOR JAMB @ HORIZONTAL MTL. PLANK SYS.
3" = 1'-0"
8
BI-PASS DOOR
3" = 1'-0"
16 INTERIOR WOOD POCKET DOOR
EXTERIOR
INTERIOR
WATER RESISTIVE BARRIER
WOOD BEAM - REFER
TO STRUCTURAL
STUCCO SYSTEM
CASING BEAD
CONTINUOUS SEALANT AND
BACKER ROD (@ BOTH SIDES)
5/8" TYPE 'X'
GYP. BOARD
1/2" EXTERIOR SHEATHING -
REFER TO STRUCTURAL
STUCCO CORNER
DRIP EDGE
FLEXIBLE FLASHING - LAP
OVER NAILING FLANGE
1" THK. FOAM INSULATION
BOARD
BLOCK OR SHIM AS
REQUIRED
WALL BEYOND
ALUMINUM MULTI-
SLIDING WALL SYSTEM
METAL CORNER BEAD
BLOCK OR SHIM
AS REQUIRED
WALL BEYOND
CL
FLEXIBLE FLASHING - LAP
OVER NAILING FLANGE
1" THK. FOAM INSULATION BOARD
INTERIOR
EXTERIOR
BATT INSULATION
5/8" TYPE 'X'
GYP. BOARD
SHIM AS REQUIRED
2X BLOCKING AS NEEDED
2X WOOD STUD JAMB
CONTINUOUS SEALANT
AND BACKER ROD (@
BOTH SIDES)
CASING BEAD
1/2" EXTERIOR SHEATHING -
REFER TO STRUCTURAL
WATER RESISTIVE BARRIER
STUCCO SYSTEM
ALUMINUM MULTI-
SLIDING WALL SYSTEM
JAMB
METAL CORNER BEAD
EXTERIOR
INTERIOR
CONCRETE STEM
WALL AND
FOOTING - REFER
TO STRUCTURAL
CONC. SLAB
ON VAPOR
BARRIER ON
ABC FILL -
REFER TO
STRUCTURAL
PROVIDE WEEP
HOLES AS REQUIRED
BY MANUFACTURER
WALL BEYOND
1/2"
ALUMINUM
MULTI- SLIDING
WALL SYSTEM
RECESSED TRACK
SILL
WALL CENTERLINE
1/2" COMPRESSIVE
FILLER
PAVERS, REFER T0
HARDSCAPE PLANS
CONTINUOUS TRAFFIC
SEALANT
SLOPE
1/8" /ft.
CL
1
HEADER/BEAM -
REFER TO
STRUCTURAL
SOUND ATTENUATION BATT
WHERE OCCURS
WOOD STUDS
5/8" TYPE 'X' GYP. BOARD
ON BOTH SIDES
CONTINUOUS SEALANT AND
BACKER ROD (@ BOTH SIDES)
ALUMINUM MULTI-
SLIDING WALL SYSTEM
WALL BEYOND
CL
SOUND ATTENUATION BATT
WHERE OCCURS
5/8" TYPE 'X' GYP. BOARD
ON BOTH SIDES
CONTINUOUS SEALANT AND
BACKER ROD (@ BOTH SIDES)
SHIM AS REQUIRED
ALUMINUM MULTI-
SLIDING WALL SYSTEM
2X WOOD STUD JAMB
EXTERIOR
INTERIOR
2" MIN. HARDROCK
CONC. ON
PROTECTION
BOARD ON
WATERPROOF
MEMBRANE
ALUMINUM MULTI-
SLIDING WALL SYSTEM
THRESHOLD SET IN SEALANT
SLOPE
1/8" /ft.
HEIGHT
3/4" MAX.
THRESHOLD
RIM BOARD
GYPCRETE TOPPING ON
PLYWOOD SHEATHING
PLYWOOD
SHEATHING
FORMED SHEET MTL. SILL
PAN OVER WATERPROOF
MEMBRANE.
PAINTED 26 GA. S.M. FLASHING
W/ 4" HORIZ. LEG SEALED TO
W.P. WITH MASTIC.
BUILT-UP TAPER
OR WEDGE MAT
AS REQUIRED
3/4"
MAX.
EXTERIOR
INTERIOR
CONC. SLAB
ON VAPOR
BARRIER ON
ABC FILL -
REFER TO
STRUCTURAL
WALL BEYOND
1/2"
ALUMINUM
MULTI- SLIDING
WALL SYSTEM
RECESSED TRACK
SILL
WALL CENTERLINE
CL
A R C H I T E C T U R E. P L A N N I N G.
L A N D S C A P E A R C H I T E C T U R E.
+
CRITICAL THINKING / CREATIVE DESIGN
ASSOCIATES
TODD
4019 N. 44TH ST. / PHOENIX, AZ 85018
602 - 952 - 8280 / TODDASSOC.COM
Copyright 2021 Todd & Associates, Inc.
p
PROJECT
NO.
CLIENT
SEAL
CONTACT
DATA
Proj Mgr.
Dwn By:
"PROMPT PAYMENT NOTICE"
The Owner is familiar with the "Arizona Prompt
Payment Law" and payments will comply with the
30 day billing cycle.
Rev.
Date:
Description:
Rev.
PHASE
22-2015-00
GLENDALE
SENIOR
APARTMENTS
DOOR DETAILS
A8.1.5
MERCY HOUSING
6515 W. MARYLAND AVE.
GLENDALE, AZ 85301
(623)-937-0418
09/19/22
100% DD Set
Design Development
MA
3" = 1'-0"
1
EXT. SLIDING GLASS DOOR HEAD @ CLUBHOUSE
3" = 1'-0"
2
EXT. SLIDING GLASS DOOR JAMB @ CLUBHOUSE
3" = 1'-0"
3
EXT. SLIDING GLASS DOOR SILL @ CLUBHOUSE
PATIO
3" = 1'-0"
5
INT. SLIDING GLASS DOOR HEAD @ CLUBHOUSE
3" = 1'-0"
6
INT. SLIDING GLASS DOOR JAMB @CLUBHOUSE
3" = 1'-0"
4
SLIDING GLASS DOOR SILL @ FITNESS BALCONY
3" = 1'-0"
7
INT. SLIDING GLASS DOOR SILL @ CLUBHOUSE
1
Date 1
Revision 1
DUPONT
TM
R
DUPONT
TM
R
DUPONT
TM
R
DUPONT
TM
R
DUPONT
TM
R
DUPONT
TM
R
DUPONT
TM
R
DUPONT
TM
R
DUPONT
TM
R
DUPONT
TM
R
DUPONT
TM
R
DUPONT
TM
R
DUPONT
TM
R
DUPONT
TM
R
DUPONT
TM
R
DUPONT
TM
R
DUPONT
TM
R
DUPONT
TM
R
DUPONT
TM
R
DUPONT
TM
R
TYVEK
R
TYVEK
R
DUPONT
TM
R
DUPONT
TM
R
DUPONT
TM
R
DUPONT
TM
R
DUPONT
TM
R
DUPONT
TM
R
TYVEK
R
TYVEK
R
TYVEK
R
TYVEK
R
TYVEK
R
TYVEK
R
TYVEK
R
TYVEK
R
TYVEK
R
TYVEK
R
TYVEK
R
TYVEK
R
TYVEK
R
TYVEK
R
TYVEK
R
TYVEK
R
DUPONT™
FLEX WRAP™
NF
WINDOW
JAMB
SILL
FOLD HERE
TO BREAK
SCORES
RELEASE PAPER FOR
BACKDAM
OUTER RELEASE PAPER
CENTER RELEASE
PAPER
1"-2"
STEP 9
STEP 14
STEP 15
HEAD FLAP FOLDED
OVER HEAD
FLASHING.
HEAD
FLASHING
1" - 2"
STEP 16
STEP 17
8"
8"
STEP 1
STEP 2
STEP 3
STEP 4
BARE STUDS
SHEATHING INSTALLED
OVER BARE STUDS
DUPONT™
TYVEK® WRB
EXTERIOR
INTERIOR
DUPONT™ TYVEK® WRAP CAP FASTENERS
OUTLINE OF ROUGH
OPENING TO BE CUT
FOR WINDOW.
SHEATHING FASTENERS
DUPONT™ TYVEK® WRB
ROUGH OPENING
OUTLINE
STEP 11
STEP 10
WINDOW TO BE
INSTALLED
STEP 12
1" MINIMIUM
2" - 4" BELOW
BOTTOM EDGE
OF SILL
FLASHING
STEP 13
CORRECT
DUPONT™ FLASHING TAPE OVERLAPS
DUPONT™ FLEXWRAP™ NF
INCORRECT
DUPONT™ FLASHING TAPE FLUSH
WITH DUPONT™ FLEXWRAP™ NF
INCORRECT
DUPONT™ FLEXWRAP™ NF REVERSE
FLASHED
DIRECTION OF
POSITIVE DRAINAGE
FLOW.
INCORRECT
CORRECT
NO GAPS IN
CORNERS
STEP 6
DUPONT™ TYVEK ® TAPE
DUPONT™ TYVEK®TAPE
HEAD FLAP FOLDED
UPWARD TO EXPOSE
SHEATHING.
EXPOSED
SHEATHING.
STEP 7
PEEL LARGEST STRIP OF
RELEASE PAPER FIRST.
Sill length +12"
STEP 8
OPTIONAL BACKDAM DETAIL
WHEN USING 9" WIDE
DUPONT™FLEXWRAP™ NF
6"
SILL
STEP 5
SEALANT
SEALANT
Dupont™
FlexWrap™ NF
Dupont™
FlexWrap™ NF
Dupont™
FlexWrap™ NF
Dupont™
FlexWrap™ NF
Dupont™
FlexWrap™ NF
Dupont™
FlexWrap™ NF
Dupont™
FlexWrap™ NF
Dupont™
FlexWrap™ NF
Dupont™
FlexWrap™ NF
Dupont™
FlexWrap™ NF
A. INSTALL DUPONT™ RESIDENTIAL SEALANT OR
RECOMMENDED SEALANT (AND BACKER ROD AS
NECESSARY) AROUND THE WINDOW OPENING AT THE
INTERIOR. IT IS ALSO ACCEPTABLE TO USE DUPONT™
WINDOW AND DOOR FOAM OR RECOMMENDED FOAM AT
THE INTERIOR CAVITY OF THE JAMBS AND HEAD. IF FOAM
IS USED AT THE SILL, RECOMMENDED SEALANT SHOULD
BE USED AT THE SILL AREA BEHIND THE FOAM TO ENSURE
A PROPER WATER SEAL.
A. TAPE ALL CUTS IN DUPONT™
TYVEK®WRB AND TAPE ACROSS HEAD
OF THE WINDOW WITH DUPONT(TM)
TYVEK(R) TAPE, 4" DUPONT™ FLASHING
TAPE OR DUPONT™ STRAIGHTFLASH™.
A. TRIM THE DUPONT™ TYVEK® WRB 1"-2"
ABOVE THE WINDOW OPENING.
B.
WHEN TRIMMING THE DUPONT™ TYVEK®
WRB, DO NOT CUT OR DAMAGE THE HEAD
FLASHING THAT HAS BEEN INSTALLED
BEHIND IT.
A. FLIP DOWN UPPER FLAP OF DUPONT™
TYVEK® WRB SO IT LAYS FLAT ACROSS THE
HEAD FLASHING.
A. CUT A PIECE OF DUPONT™
STRAIGHTFLASH™, DUPONT™ FLASHING
TAPE FOR HEAD FLASHING,
B. HEAD FLASHING TO EXTEND BEYOND
OUTER EDGES OF JAMB FLASHING.
C. REMOVE RELEASE PAPER AND INSTALL
COMPLETELY COVERING WINDOW
MOUNTING FLANGE AND ADHERING TO THE
EXPOSED SHEATHING.
A. CUT TWO PIECES OF DUPONT™
FLASHING TAPE OR DUPONT™
STRAIGHTFLASH™ FOR JAMB FLASHING
EXTENDING 1" ABOVE WINDOW HEAD
FLANGE AND 4" TO 6" BELOW BOTTOM
EDGE OF SILL FLASHING.
B. REMOVE RELEASE PAPER AND PRESS
TIGHTLY ALONG SIDES OF WINDOW
FRAME.
A. INSTALL WINDOW ACCORDING TO
MANUFACTURER'S INSTALLATION
INSTRUCTIONS.
A. APPLY (CONTINUOUSLY) DUPONT™
RESIDENTIAL SEALANT OR RECOMMENDED
SEALANT ON THE HEAD AND JAMBS OF
ROUGH OPENING (ON TOP OF WRB).
B. IF SEALANT IS APPLIED TO THE SILL,
ENSURE THAT THERE ARE AT LEAST TWO
(2) 2" INCH GAPS IN THE SEALANT BEAD FOR
EVERY 4' OF WINDOW TO ALLOW FOR
DRAINAGE.
A. REMOVE NARROW PIECE OF THE RELEASE
PAPER.
B. FAN DUPONT™ FLEXWRAP™ NF AT BOTTOM
CORNERS AND ADHERE ONTO EXTERIOR
FACE OF WALL. COVERAGE SHOULD BE 2"
TO 3" INCHES ONTO THE FACE OF THE WALL
C. PRESS SILL FLASHING W/ FIRM HAND
.PRESSURE OR J-ROLLER TO ENSURE FULL
ADHESION ON ALL SURFACES.
A. INSTALL THE SILL FLASHING. REMOVE THE
LARGEST STRIP OF RELEASE PAPER, ALIGN
THE FLASHING WITH THE INTERIOR EDGE OF
SILL AND INSTALL INTO ROUGH OPENING
ACROSS SILL AND UP JAMBS (6"MIN.).
B. APPLY WORKING FROM THE MIDDLE OF THE
SILL TOWARDS THE SIDES. SECURE
DUPONT™ FLEXWRAP™ NF TIGHTLY INTO
THE CORNERS BY FIRST WORKING IN ALONG
THE SILL BEFORE ADHERING UP THE JAMBS.
C.
DO NOT STRETCH MATERIAL ALONG THE
SILL OR JAMBS.
A. PREPARE THE SILL FLASHING BY CUTTING A
PIECE OF DUPONT™ FLEXWRAP™ NF THAT IS
AT LEAST 12" LONGER THAN THE SILL LENGTH.
B. USE 6" DUPONT™ FLEXWRAP™ NF FOR 2"x 4"
FRAMING AND 9" DUPONT™ FLEXWRAP™ NF
FOR 2"x 6" FRAMING.
C. INSPECT INSTALLATION SURFACE TO ENSURE
THE SURFACE IS FREE OF DIRT AND
SUBSTANCES THAT COULD INTERFERE WITH
ADHESION AS WELL AS ANY SHARP
PROTRUSIONS.
A. FLIP THE CUT HEAD FLAP UPWARD TO
EXPOSE THE SHEATHING AND
TEMPORARILY SECURE WITH DUPONT™
TYVEK® TAPE.
A. FOLD SIDE FLAPS INTO ROUGH
OPENING AND SECURE TO INSIDE WALL.
SECURE TO INSIDE WALL WITH TYVEK®
TAPE OR DUPONT™ TYVEK® WRAP CAP
FASTENERS
A. CUT AN "I-CUT" (STANDARD I-CUT) IN
THE DUPONT™ TYVEK® WRB.
B. CUT A HEAD FLAP AT A 45 ANGLE TO
EXPOSE 8" OF SHEATHING TO ALLOW
FOR HEAD FLASHING INSTALLATION.
A. DUPONT™ TYVEK® WRB TO BE
MECHANICALLY FASTENED AND INSTALLED
OVER SHEATHING.
B. DO NOT INSTALL FASTENERS WITHIN 6" OF
THE SILLS AND JAMBS OF THE OPENINGS
AND WITHIN 9" OF THE HEAD OPENINGS.
A. SHEATHING TO BE INSTALLED OVER BARE
STUDS.
B. AFTER SHEATHING HAS BEEN INSTALLED, CUT
AN OPENING IN THE SHEATHING ALONG THE
PERIMETER OF THE ROUGH OPENING FOR
WINDOW.
C. ENSURE THE SHEATHING IS CUT FLUSH WITH
OR SLIGHTLY BELOW THE SILL FRAMING TO
ALLOW FOR POSITIVE DRAINAGE.
BARE STUDS PRIOR TO SHEATHING INSTALLATION.
SLOPE SILL FRAMING TO EXTERIOR. FRAMING AND
NON-WATERPROOFING COMPONENTS ARE ONLY
SHOWN SCHEMATICALLY. SEE DRAWINGS BY
OTHERS FOR DETAILED INFORMATION.
J WEEP
CASING BEAD
T BAR
CONTROL JOINT
STUCCO SPRINGLOCK FLASHING
3" MIN. FLANGE
#12 SCREED
WINDOW PER PLAN
BATT INSULATION
HEADER - REFER TO STRUCTURAL
WATERPROOF MEMBRANE TYPICAL,
LAP OVER WINDOW FLANGE
LAP BUILDING PAPER OVER
FLASHING - FULL LAP
STUCCO SYSTEM
APPLY A CONTINUOUS BEAD OF
SEALANT TO THE BACK OF THE
WINDOW FRAME NAILING FLANGE.
SOLID BLOCKING OR SHEATHING
FLEXIBLE FLASHING - LAP OVER
WINDOW FLANGE
J-WEEP OVER SHT. MTL.
DRIP FLASHING
SHT. METAL FLASHING WITH
END DAM
1/4"
BATT INSULATION
WINDOW PER PLAN
LAP FLEXIBLE FLASHING OVER
FLASHING
STUCCO SYSTEM
2X FRAMING - REFER TO
STRUCTURAL
CAULKING ALL AROUND
WINDOW
SOLID BLOCKING
OR SHEATHING
LAP WATERPROOF MEMBRANE
OVER WINDOW FLANGE - SEE
DETAIL 3/A8.2.2
WATERPROOF MEMBRANE
TYPICAL
APPLY A CONTINUOUS BEAD OF
SEALANT TO THE BACK OF THE
WINDOW FRAME NAILING
FLANGE.
LAP WATERPROOF MEMBRANE
INSIDE JAMB TYPICAL. REFER TO
DETAIL 3/A8.2.2
BATT INSULATION
STUCCO SYSTEM
GYP. BD.
LAP BUILDING PAPER UNDER FLEXIBLE
FLASHING AND WINDOW FLANGE
2X SILL PLATE, REFER TO STRUCTURAL
WINDOW PER PLAN
FLEXIBLE FLASHING OVER WRB
WINDOW FLANGE OVER FLEXIBLE
FLASHING
INSTALL FLEXIBLE FLASHING BACKDAM
MEMBRANE THE ENTIRE LENGTH OF
SILL, DOWN THE FACE OF STUD AND UP
JAMS 6".
SOLID BLOCKING OR SHEATHING 1"
BEYOND EDGE OF FLASHING
REFER TO DETAIL 3/A8.2.2 FOR TYPICAL
WINDOW FLASHING INSTALATION
FOR CONSTRUCTION
OR RECORDING
SCHEMATIC NOT
A R C H I T E C T U R E. P L A N N I N G.
L A N D S C A P E A R C H I T E C T U R E.
+
CRITICAL THINKING / CREATIVE DESIGN
ASSOCIATES
TODD
4019 N. 44TH ST. / PHOENIX, AZ 85018
602 - 952 - 8280 / TODDASSOC.COM
Copyright 2021 Todd & Associates, Inc.
p
f
PROJECT
NO.
CLIENT
SEAL
CONTACT
DATA
"PROMPT PAYMENT NOTICE"
Choose Appropriate Option from the Titleblock
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Proj Mgr.
Dwn By:
Rev.
Date:
Description:
Rev.
PHASE
22-2015-00
GLENDALE
SENIOR
APARTMENTS
WINDOW DETAILS
A8.2.2
MERCY HOUSING
6515 W. MARYLAND AVE.
GLENDALE, AZ 85301
(623)-937-0418
09/19/22
100% DD Set
Design Development
MA
6" = 1'-0"
7
STANDARD FLASHING MATERIAL APPLICATION AT RESIDENTIAL WINDOWS
3" = 1'-0"
8
FLASHING PROFILES
3" = 1'-0"
9
WINDOW HEAD
3" = 1'-0"
10 WINDOW JAMB
3" = 1'-0"
11 WINDOW SILL
TYVEK
R
TYVEK
R
TYVEK
R
TYVEK
R
TYVEK
R
TYVEK
R
TYVEK
R
TYVEK
R
TYVEK
R
TYVEK
R
TYVEK
R
TYVEK
R
TYVEK
R
TYVEK
R
TYVEK
R
TYVEK
R
TYVEK
R
TYVEK
R
TYVEK
R
TYVEK
R
TYVEK
R
TYVEK
R
TYVEK
R
TYVEK
R
TYVEK
R
TYVEK
R
DUPONT
TM
R
DUPONT
TM
R
DUPONT
TM
R
DUPONT
TM
R
DUPONT
TM
R
DUPONT
TM
R
DUPONT
TM
R
DUPONT
TM
R
DUPONT
TM
R
DUPONT
TM
R
DUPONT
TM
R
DUPONT
TM
R
DUPONT
TM
R
DUPONT
TM
R
DUPONT
TM
R
DUPONT
TM
R
DUPONT
TM
R
DUPONT
TM
R
DUPONT
TM
R
DUPONT
TM
R
DUPONT
TM
R
DUPONT
TM
R
NOTES:
1. FOR ADDITIONAL INFORMATION REGARDING PRODUCT
INSTALLATION AND/OR FABRICATION INSTRUCTIONS FOR
RECESSED WINDOW CORNERS, REFER TO THE APPLICABLE
DUPONT SELF-ADHERED FLASHING SYSTEMS PRODUCTS
INSTALLATION GUIDELINE.
2. SHEATHING SHOWN IN DETAILS IS NOT ALWAYS PROVIDED,
WHERE NO SHEATHING IS INSTALLED, PROVIDE BACKING
WHERE SELF ADHERED WATERPROOFING OCCURS.
STEP 4
DUPONT™ TYVEK ® TAPE
DUPONT™ TYVEK ® TAPE
HEAD FLAP FOLDED UPWARD TO EXPOSE
SHEATHING.
EXPOSED SHEATHING.
STEP 5
STEP 7
STEP 8
STEP 9
STEP 10
STEP 13
STEP 11
8"
8"
STEP 1
STEP 2
STEP 3
SHEATHING INSTALLED
OVER BARE STUDS
DUPONT™ TYVEK ® WRB
DUPONT™ TYVEK ® WRAP CAP FASTENERS
OUTLINE OF ROUGH OPENING TO BE CUT
FOR WINDOW.
SHEATHING FASTENERS
DUPONT™ TYVEK ®
WRB
ROUGH OPENING
OUTLINE
DUPONT™ TYVEK ® TAPE
HEAD FLAP FOLDED UPWARD TO EXPOSE
SHEATHING.
EXPOSED SHEATHING.
Sill length +12"
STEP 6
PEEL LARGEST STRIP OF
RELEASE PAPER FIRST.
Sill length +12"
INCORRECT
CORRECT
NO GAPS IN
DUPONT™
FLEX WRAP™ NF
WINDOW
JAMB
SILL
CORNERS
6"
2"
MIN.
OVERLAP
SEALANT
Dupont™
FlexWrap™ NF
Dupont™
FlexWrap™ NF
FlexWrap™ NF
FlexWrap™ NF
FlexWrap™ NF
FlexWrap™ NF
STEP 12
FlexWrap™ NF
Dupont™
FlexWrap™ NF
A. FLIP THE CUT HEAD FLAP
UPWARD TO EXPOSE THE SHEATHING
AND TEMPORARILY SECURE WITH DUPONT™
TYVEK® TAPE.
B. USE THE DUPONT™ TYVEK® TAPE TO ALSO SECURE
THE DUPONT™ TYVEK® WRB AROUND THE ROUGH
OPENING BEFORE FLASHING IS INSTALLED TO HELP
FACILITATE FLASHING INSTALLATION.
A. CUT AN OPENING IN THE
DUPONT™ TYVEK® WRB
ALONG THE PERIMETER OF THE
ROUGH OPENING.
B. ENSURE THE DUPONT™ TYVEK® WRB IS CUT
FLUSH WITH THE SHEATHING AND IS NOT
WRAPPED INTO THE ROUGH OPENING.
C. CUT A HEAD FLAP AT A 45 ANGLE TO EXPOSE 8" OF
SHEATHING TO ALLOW FOR HEAD FLASHING INSTALLATION.
A. DUPONT™ TYVEK® WRB TO BE
MECHANICALLY FASTENED AND
INSTALLED OVER SHEATHING.
B. DO NOT INSTALL FASTENERS WITHIN 6" OF
THE SILLS AND JAMBS OF THE OPENINGS
AND WITHIN 9" OF THE HEAD OPENINGS.
A. SHEATHING TO BE INSTALLED
OVER BARE STUDS.
B. AFTER SHEATHING HAS BEEN INSTALLED,
CUT AN OPENING IN THE SHEATHING ALONG THE
PERIMETER OF THE ROUGH OPENING FOR WINDOW.
C. ENSURE THE SHEATHING IS CUT FLUSH WITH OR SLIGHTLY
BELOW THE SILL FRAMING TO ALLOW FOR POSITIVE DRAINAGE.
D. FRAMING AND NON-WATERPROOFING COMPONENTS ARE
ONLY SHOWN SCHEMATICALLY. SEE DRAWINGS BY OTHERS
FOR DETAILED INFORMATION.
A. PREPARE THE SILL FLASHING BY
CUTTING A PIECE OF DUPONT™ FLEXWRAP™
NF THAT IS AT LEAST 12" LONGER THAN THE SILL
LENGTH.
B. INSPECT INSTALLATION SURFACE TO ENSURE THE SURFACE
IS FREE OF DIRT AND SUBSTANCES THAT COULD INTERFERE
WITH ADHESION AS WELL AS ANY SHARP PROTRUSIONS.
A. INSTALL THE SILL FLASHING. REMOVE THE LARGEST STRIP OF
RELEASE PAPER, ALIGN THE FLASHING WITH THE INTERIOR EDGE OF
SILL AND INSTALL INTO ROUGH OPENING ACROSS SILL AND UP JAMBS (6"MIIN.).
B. APPLY WORKING FROM THE MIDDLE OF THE SILL TOWARDS THE SIDES. SECURE
DUPONT™ FLEXWRAP™ NF TIGHTLY INTO THE CORNERS BY FIRST WORKING IN ALONG
THE SILL BEFORE ADHERING UP THE JAMBS.
C.
DO NOT STRETCH MATERIAL ALONG THE SILL OR JAMBS.
A. REMOVE SECOND HALF OF THE
RELEASE PAPER.
B. FAN DUPONT™ FLEXWRAP™ NF AT BOTTOM
CORNERS AND ADHERE ONTO EXTERIOR FACE OF WALL.
C. USE FIRM HAND PRESSURE OR J-ROLLER SILL FLASHING TO
ENSURE FULL ADHESION ON ALL SURFACES.
A. INSTALL STOREFRONT WINDOW
ACCORDING TO MANUFACTURER'S
INSTALLATION INSTRUCTIONS.
B. SEE APPLICABLE INSTALLATION GUIDELINES
FOR INSTALLATION OF METAL HEAD FLASHING
OPTION.
A. FLIP DOWN UPPER HEAD FLAP OF
DUPONT™ TYVEK® WRB SO IT LAYS FLAT
ACROSS DUPONT™ FLEXWRAP™ NF AT HEAD
OF OUTER RECESS
B. CUT 1” STRIP OF DUPONT™ TYVEK® WRB AT LOWER
HORIZONTAL EDGE OF HEAD FLAP.
A. PREPARE THE HEAD FLASHING BY CUTTING
A PIECE OF DUPONT™ FLEXWRAP™ NF THAT IS
AT LEAST 12" LONGER THAN THE WINDOW HEAD
ROUGH OPENING.
B. INSPECT INSTALLATION SURFACE TO ENSURE THE SURFACE IS
FREE OF DIRT AND SUBSTANCES THAT COULD INTERFERE WITH
ADHESION AS WELL AS ANY SHARP PROTRUSIONS.
C. INSTALL THE HEAD FLASHING. REMOVE THE LARGEST STRIP OF RELEASE
PAPER, ALIGN THE FLASHING WITH THE INTERIOR EDGE OF ROUGH OPENING
AND INSTALL ACROSS HEAD AND OWN JAMBS (6"MIIN.).
D. APPLY WORKING FROM THE MIDDLE OF THE HEAD ROUGH OPENING
TOWARDS THE SIDES. SECURE THE DUPONT™ FLEXWRAP™ NF TIGHTLY INTO
THE CORNERS BY FIRST WORKING IN ALONG THE ROUGH OPENING HEAD
BEFORE ADHERING DOWN THE JAMBS.
E. DO NOT STRETCH MATERIAL ALONG THE HEAD OR JAMBS.
A. CUT THE JAMB FLASHING THE
VERTICAL LENGTH OF THE ROUGH OPENING.
B. INSTALL 9" DUPONT™ STRAIGHTFLASH™
INTO THE ROUGH OPENING AT EACH JAMB AND ONTO
EXTERIOR FACE OF WALL. THE FLASHING DOES NOT NEED
TO ALIGN WITH THE INTERIOR EDGE OF THE JAMB FRAMING.
A. INSTALL DUPONT™
RESIDENTIAL SEALANT,
OR RECOMMENDED SEALANT,
(AND BACKER ROD AS NECESSARY) AROUND THE WINDOW
OPENING AT THE INTERIOR.
NOTE: IT IS ALSO ACCEPTABLE TO USE
DUPONT™ WINDOW & DOOR FOAM OR RECOMMENDED
FOAM. THE SEAL CREATED BY THE SEALANT (AND BACKER
ROD AS NECESSARY) OR FOAM WILL ALSO SERVE AS A BACK
DAM.
™
A. FLIP DOWN HEAD FLAP AND TAPE ALL
CUTS IN DUPONT™ TYVEK® WRB AND TAPE
ACROSS HEAD OF THE STOREFRONT WITH 4"
DUPONT™ STRAIGHTFLASH™ .
B. TRIM THE DUPONT(TM) TYVEK(R) WRB 1-2" ABOVE THE
WINDOW OPENING (ADD GRAPHIC SIMILAR TO STEP 16
WP-1.1
CONTINUOUS
SEALANT &
BACKER ROD
SINGLE GLAZED
ALUMINUM STOREFRONT
JAMB WITH SNAP IN FILLER
PANEL
CONTINUOUS
SEALANT & BACKER
ROD
SHIM
CENTER WINDOW ON WALL
WOOD STUDS
GYP. BOARD
CL
SINGLE GLAZED
ALUMINUM
STOREFRONT JAMB WITH
SNAP IN FILLER PANEL
CAULK
CAULK
CENTER WINDOW ON WALL
CL
FLEXIBLE FLASHING
J-WEEP OVER SHT. MTL.
DRIP FLASHING
WEATHER RESISTANT BARRIER
LAP OVER J-WEEP
HEADER, REFER TO
STRUCTURAL
SHT. METAL FLASHING
WITH END DAM
STUCCO SYSTEM
CONTINUOUS 1/2" SEALANT
& BACKER ROD
THERMAL BREAK
STOREFRONT SYSTEM
OFFSET
1/2" MAX.
1/4"
FLEXIBLE FLASHING
CONTINUOUS 1/2" SEALANT
J-WEEP OVER SHT. MTL. DRIP FLASHING
THERMAL BREAK STOREFRONT SYSTEM
WEATHER RESISTANT BARRIER LAP
OVER J-WEEP
HEADER, REFER TO STRUCTURAL
SHT. METAL DRIP FLASHING WITH END
DAM
CONTINUOUS 1/2" SEALANT &
BACKER ROD
STUCCO SYSTEM
1/4"
NOTE:
1. PROVIDE END DAMS PER
MANUFACTURER'S WRITTEN
SPECIFICATION.
2. REFER TO DETAIL FOR WINDOW
FLASHING INSTALLATION
OFFSET
1/2" MAX.
/
1 A8.3.2
2X FRAMING REFER TO
STRUCTURAL
SHIM
LAP FLEXIBLE FLASHING OVER
WEATHER RESISTANT BARRIER
STUCCO SYSTEM
THERMAL BREAK STOREFRONT
SYSTEM
CONTINUOUS 1/2" SEALANT
CONTINUOUS 1/2" SEALANT &
HYBRID BACKER ROD
NOTE:
1. PROVIDE END DAMS PER
MANUFACTURER'S WRITTEN
SPECIFICATION.
2. REFER TO DETAIL FOR
WINDOW FLASHING INSTALLATION
CASING BEAD
BATT INSULATION PER
WALL TYPE
GYP. BD PER WALL TYPE
OFFSET
1/2" MAX.
/
1 A8.3.2
THERMAL BREAK
STOREFRONT SYSTEM
DRIP PIECE SET IN SEALANT
CASING BEAD
LAP FLEXIBLE FLASHING
OVER BUILDING PAPER
DOWN MIN. 6"
STUCCO SYSTEM
SEALANT
CONTINUOUS 1/2" SEALANT &
BACKER ROD
NOTE:
1. PROVIDE END DAMS PER
MANUFACTURER'S WRITTEN
SPECIFICATION.
2. REFER TO DETAIL FOR
WINDOW FLASHING INSTALLATION
OFFSET
1/2" MAX.
SHIM AS NEEDED
MECHANICALLY
FASTENED & FULLY
SOLDERED SHEET
METAL SILL PAN
WITH END DAMS
/
1 A8.3.2
4"
THERMAL BREAK
STOREFRONT SYSTEM
SILL PAN FLASHING WITH END
DAMS SET IN SEALANT
CONTINUOUS 1/2" SEALANT
& BACKER ROD
NOTE:
1. PROVIDE END DAMS PER
MANUFACTURER'S WRITTEN
SPECIFICATION.
2. REFER TO DETAIL FOR
WINDOW FLASHING INSTALLATION
1/2" MAX
OFFSET
1/2" MAX.
SHIM AS NEEDED
GRADE WHERE
OCCURS
/
1 A8.3.2
CONTINUOUS
SEALANT & BACKER
ROD
SINGLE GLAZED ALUMINUM
STOREFRONT JAMB WITH SNAP
IN FILLER PANEL
CONTINUOUS
SEALANT & BACKER
ROD
SHIM
CENTER WINDOW ON WALL
BATT INSULATION
WOOD HEADER
ALUMINUM
STOREFRONT
MULLION
THERMAL BREAK
STOREFRONT SYSTEM
ALUMINUM
STOREFRONT DOOR
HEAD
ALUMINUM
STOREFRONT DOOR
JAMB
THERMAL BREAK
STOREFRONT SYSTEM
ALUMINUM STOREFRONT
DOOR PER SCHEDULE
CONC. SLAB ON
VAPOR BARRIER ON
ABC FILL - REFER TO
STRUCTURAL
THRESHOLD
1/2" COMPRESSIVE
FILLER
CONC. SLAB ON
COMPACTED SUBGRADE
CONTINUOUS TRAFFIC
SEALANT
EXTERIOR
INTERIOR
SLOPE
1/8" /ft.
WALL BEYOND
1/2" MAX.
ALUMINUM STOREFRONT
MULLION
3" = 1'-0"
1
STANDARD FLASHING MATERIAL APPLICATION AT
DOORS, WINDOWS AND STOREFRONTS
3" = 1'-0"
2
STOREFRONT SILL (INTERIOR)
3" = 1'-0"
3
STOREFRONT SILL @ GRADE
3" = 1'-0"
4
WINDOW HEAD FLUSH
3" = 1'-0"
5
STOREFRONT HEAD @ STUCCO
3" = 1'-0"
6
STOREFRONT JAMB @ STUCCO
3" = 1'-0"
7
STOREFRONT SILL @ STUCCO
3" = 1'-0"
8
STOREFRONT SILL @ GRADE
3" = 1'-0"
9
STOREFRONT HEAD / JAMB (INTERIOR)
3" = 1'-0"
10 STOREFRONT VERTICAL MULLION
3" = 1'-0"
11 STOREFRONT DOOR HEAD
3" = 1'-0"
13 STOREFRONT DOOR JAMB
3" = 1'-0"
14 STOREFRONT DOOR THRESHOLD
3" = 1'-0"
12 STOREFRONT HORIZONTAL MULLION
FOR CONSTRUCTION
OR RECORDING
SCHEMATIC NOT
A R C H I T E C T U R E. P L A N N I N G.
L A N D S C A P E A R C H I T E C T U R E.
+
CRITICAL THINKING / CREATIVE DESIGN
ASSOCIATES
TODD
4019 N. 44TH ST. / PHOENIX, AZ 85018
602 - 952 - 8280 / TODDASSOC.COM
Copyright 2021 Todd & Associates, Inc.
p
f
PROJECT
NO.
CLIENT
SEAL
CONTACT
DATA
"PROMPT PAYMENT NOTICE"
Choose Appropriate Option from the Titleblock
properties. There are 5 options, make the option you
want visible and make sure the rest are unchecked.
Also clear check box for instructions.
Proj Mgr.
Dwn By:
Rev.
Date:
Description:
Rev.
PHASE
22-2015-00
GLENDALE
SENIOR
APARTMENTS
STOREFRONT
DETAILS
A8.3.2
MERCY HOUSING
6515 W. MARYLAND AVE.
GLENDALE, AZ 85301
(623)-937-0418
09/19/22
100% DD Set
Design Development
MA
CONTINUOUS 1/2" SEALANT
THERMAL BREAK STOREFRONT SYSTEM
HEADER, REFER TO STRUCTURAL
SHT. METAL FLASHING WITH END DAM
CONTINUOUS 1/2" SEALANT &
BACKER ROD
SHEATHING PER STRUCTURAL
HORIZONTAL MTL. WALL PLANK SYS.
ATTACHED TO VERTICAL MTL. HAT
CHANNELS
VERT. HAT CHANNELS OVER
WEATHER RESISTIVE BARRIER
FLEXIBLE FLASHING, REFER TO DTL.
/
1 A8.3.2
2X FRAMING - REFER TO STRUCTURAL
REFER TO DETAIL FOR TYPICAL
WINDOW FLASHING INSTALATION
/
1 A8.3.2
CONTINUOUS SEALANT
W/BACKER ROD
THERMAL BREAK STOREFRONT
SYSTEM
CONTINOUS 1/2" SEALANT
WEATHER RESISTANT BARRIER
VERT. HAT CHANNELS OVER
WEATHER RESISTIVE BARRIER
SHEATHING PER STRUCTURAL
FLEXIBLE FLASHING, REFER TO
DTL.
HORIZONTAL MTL. WALL PLANK SYS.
ATTACHED TO VERTICAL MTL. HAT
CHANNELS
/
1 A8.3.2
CMU BEAM -
REFER TO
STRUCTURAL
EXTERIOR
INTERIOR
GRID
CONTINUOUS SEALANT
AND BACKER ROD ON
BOTH SIDES
DOUBLE GLAZED
ALUMINUM STOREFRONT
HEAD
SHIM AS
REQUIRED
EXPOSED CMU
WALL - REFER
TO STRUCTURAL
DOUBLE GLAZED
ALUMINUM STOREFRONT
JAMB
FLEXIBLE FLASHING
SHIM AS
REQUIRED
CONTINUOUS SEALANT
AND BACKER ROD ON
BOTH SIDES
EXTERIOR
INTERIOR
EXPOSED CMU WALL
CONTINUOUS SEALANT
AND BACKER ROD
(@BOTH SIDES)
5/8" TYPE "X" GYP. BD.
GRID
SHIM OR BLOCK
AS REQUIRED
STUCCO
CASING BEAD
WOOD BEAM, REFER
TO STRUCTURAL
WRB ON 5/8" TYPE X
EXTERIOR GYP. SHEATHING
22 GA. BREAK METAL
FASCIA. COLOR TO
MATCH METAL ROOF
STOREFRONT HEAD
R-19 BATT INSUL.
SEE STRUCTURAL FOR
ROOF FRAMING
SEE PLAN
2X WOOD STUD JAMB
STUCCO SYSTEM OVER WRB
ON WOOD SHEATHING
22 GA. BREAK METAL
FASCIA. COLOR TO
MATCH METAL ROOF
CONT. BACKER ROD &
SEALANT
4"
1 1/2"
CONT. MTL.
CLEAT
BEAM LAYED FLAT,
REFER TO STRUCTURAL
GRID
GRID
2X WOOD STUDS
CONTINUOUS BACKER ROD
AND SEALANT(@ BOTH SIDES)
OUTLINE OF WALL ABOVE
TUBE STEEL COLUMN W/ 1-HR
RATE INTUMESCENT COATING
5/8" TYPE 'X' GYP. BOARD
SHIM AS REQUIRED
EXTERIOR SHEATHING.
CONTINUE SHEATHING IN
THE POP-OUT TO MAINTAIN
1-HR RATING PER CODE
HORIZONTAL MTL PLANK
ATTACHED TO VERTICAL
MTL. HAT CHANNELS
FLEXIBLE FLASHING
OUTSIDE CORNER
CONTINUOUS BACKER
ROD AND SEALANT
ALUMINUM STOREFRONT
JAMB W/ FILLER PANEL IF
NOT ENCLOSED
WEATHER RESISTIVE BARRIER
OVER PLYWOOD SHEATHING
J CLOSURE
R-19 INSULATION
HORIZONTAL MTL PLANK ATTACHED
TO VERTICAL MTL. HAT CHANNELS
2X8 WALL
EQ
EQ
2
16A
SLOPE
CEMENTITIOUS COATED
FOAM ROOFING
GRID
4"
WOOD BEAM, REFER TO
STRUCTURAL
HORIZONTAL MTL. WALL PLANK
SYS. ATTACHED TO VERTICAL MTL.
HAT CHANNELS O/ WRB.
SNAP CAP END & BASE
26 GA. GALVANIZED SURFACE
MOUNTED COUNTERFLASHING
NEOPRENE WASHER AND
STANLESS STL. DRIVE PIN
ROOF SHEATHING,
REFER TO STRUCTURAL
WATER
RESISTIVE
BARRIER
ROOF SHEATHING, REFER
TO STRUCTURAL
CONT.1/2" SEALANT &
BACKER ROD
SHIM OR BLOCK AS
REQUIRED
OPEN WEB TRUSS -
REFER TO STRUC.
FULL FILL BATT
INSULATION
VINYL PLANK FLOORING OVER 5MM BL46 RUBBER
SPORTS UNDERLAYMENT OVER 2" THK. CAST-IN-PLACE
HARD ROCK CONC.
1/4" THK. ACOUSTI-MAT OVER
3/4" PLYWOOD SHEATHING
1
CH LEVEL 2
13'-6"
SLOPE
ALUMN BREAK MTL. SILL PAN
FINISH TO MATCH STOREFRONT
SLOPE
GRID
HORIZONTAL MTL. WALL PLANK
SYS. ATTACHED TO VERTICAL MTL.
HAT CHANNELS O/ WRB.
ROOF SHEATHING, REFER
TO STRUCTURAL
ALUMN BREAK MTL. SILL PAN
FINISH TO MATCH STOREFRONT
J CLOSURE
MOISTURE WEEP
1/4" GAP FOR
MTL. PLANK INSTALLED
PARALLEL TO FASCIA
WEATHER RESISTIVE
BARRIER O/ SHEATHING
CONT.1/2" SEALANT &
BACKER ROD
SHIM OR BLOCK AS
REQUIRED
CONT.1/2" SEALANT
& BACKER ROD
SNAP CAP END
& BASE
CONT. SEALANT AND BACKER
ROD (@BOTH SIDES)
5/8" TYPE "X" GYP.
BOARD
SHIM OR BLOCK AS REQUIRED
FLEXIBLE FLASHING
WOOD BEAM, REFER TO
STRUCTURAL
STOREFRONT HEAD
GRID
GRID
CONTINUOUS BACKER ROD
AND SEALANT(@ BOTH SIDES)
OUTLINE OF WALL ABOVE
TUBE STEEL COLUMN W/ 1-HR
RATE INTUMESCENT COATING
5/8" TYPE 'X' GYP. BOARD
SHIM AS REQUIRED
FLEXIBLE FLASHING WRAPPED
AROUND COLUMN
SHIMS AS
REQUIRED
CONTINUOUS BACKER
ROD AND SEALANT
ALUMINUM STOREFRONT
JAMB W/ FILLER PANEL IF
NOT ENCLOSED
16 GA BRAKE METAL COVER.
FINISH TO MATCH
STOREFRONT. PROVIDE CLEAT
ATTACHMENT AS REQUIRED
FOR END TERMINATION
8"
2
FOR CONSTRUCTION
OR RECORDING
SCHEMATIC NOT
A R C H I T E C T U R E. P L A N N I N G.
L A N D S C A P E A R C H I T E C T U R E.
+
CRITICAL THINKING / CREATIVE DESIGN
ASSOCIATES
TODD
4019 N. 44TH ST. / PHOENIX, AZ 85018
602 - 952 - 8280 / TODDASSOC.COM
Copyright 2021 Todd & Associates, Inc.
p
f
PROJECT
NO.
CLIENT
SEAL
CONTACT
DATA
"PROMPT PAYMENT NOTICE"
Choose Appropriate Option from the Titleblock
properties. There are 5 options, make the option you
want visible and make sure the rest are unchecked.
Also clear check box for instructions.
Proj Mgr.
Dwn By:
Rev.
Date:
Description:
Rev.
PHASE
22-2015-00
GLENDALE
SENIOR
APARTMENTS
STOREFRONT
DETAILS
A8.3.3
MERCY HOUSING
6515 W. MARYLAND AVE.
GLENDALE, AZ 85301
(623)-937-0418
09/19/22
100% DD Set
Design Development
MA
3" = 1'-0"
1
STOREFRONT HEAD @ MTL. PLANK
3" = 1'-0"
2
STOREFRONT JAMB @ MTL. PLANK
3" = 1'-0"
3
STOREFRONT DOOR HEAD @ CMU
3" = 1'-0"
4
STOREFRONT DOOR JAMB @ CMU
3" = 1'-0"
5
STOREFRFRONT - HEAD @ FURR OUT WALL
3" = 1'-0"
6
STOREFRONT - JAMB AT WOOD STUD
1 1/2" = 1'-0"
7
STOREFRFRONT - SILL @ FURR OUT WALL
1 1/2" = 1'-0"
8
STOREFRFRONT - SILL & HEAD @ FURR OUT WALL
3" = 1'-0"
9
STOREFRONT - @ STL COLUMN
WEATHER
RESISTANT BARRIER
1" BELOW THE
OPENING
SILL
ANGLE
1
WEATHER RESISTANT
BARRIER 1" AWAY
FROM OPENING
JAMBS
2
FLEXIBLE
FLASHING
CORNERS
1
3
FLEXIBLE
FLASHING
CORNERS
2
4
FLEXIBLE
FLASHING SILL &
JAMBS
5
6
FLEXIBLE
FLASHING
HEAD
JOINT
SEALANT
7
8 WEATHER RESISTIVE
BARRIER 2" ABOVE
OPENING
NOTE: REFER TO ENLARGED DETAILS
FOR DOOR, WINDOW & STOREFRONT
INSTALLATION AND STUCCO FLASHING
FOR CONSTRUCTION
OR RECORDING
SCHEMATIC NOT
A R C H I T E C T U R E. P L A N N I N G.
L A N D S C A P E A R C H I T E C T U R E.
+
CRITICAL THINKING / CREATIVE DESIGN
ASSOCIATES
TODD
4019 N. 44TH ST. / PHOENIX, AZ 85018
602 - 952 - 8280 / TODDASSOC.COM
Copyright 2021 Todd & Associates, Inc.
p
f
PROJECT
NO.
CLIENT
SEAL
CONTACT
DATA
"PROMPT PAYMENT NOTICE"
Choose Appropriate Option from the Titleblock
properties. There are 5 options, make the option you
want visible and make sure the rest are unchecked.
Also clear check box for instructions.
Proj Mgr.
Dwn By:
Rev.
Date:
Description:
Rev.
PHASE
22-2015-00
GLENDALE
SENIOR
APARTMENTS
STOREFRONT
DETAILS
A8.3.4
MERCY HOUSING
6515 W. MARYLAND AVE.
GLENDALE, AZ 85301
(623)-937-0418
09/19/22
100% DD Set
Design Development
Author
12" = 1'-0"
2
STANDARD FLASHING MATERIAL APPLICATION AT
DOORS, WINDOWS AND STOREFRONTS
FINISH FLOOR
0' - 0"
SAWCUT ROOF
SHEATHING
STEEL TRACK
1/2" MIN. PLYWOOD RADIANT
BARRIER OOF SHEATHING -
FIRE RETARDENT TREATED
WOOD IS TO BE INSTALLED
FOR A DISTANCE OF 4'-0" ON
BOTH SIDES OF THE FIRE WALL.
ALUMINUM BREAK-AWAY CLIP
ON BOTH SIDES
FIREBLOCKING
ALUMINUM BREAK-AWAY CLIP
ON BOTH SIDES
CEILING PER ASSEMBLY
1" TYPE "SLX" GYP. BOARD
OPEN WEB PREFABRICATED
TRUSS
ROOF SYSTEM -
REFER TO
SPECIFICATIONS
OR ROOF
CRICKET
AIR GAP
3/4"
FIREWALL
2 HR
AIR GAP
3/4"
WTHIN 4'-0" OF FIRE WALL
NO ROOF PENETRATIONS
WTHIN 4'-0" OF FIRE WALL
NO ROOF PENETRATIONS
FIRE WALL IS TO EXTEND TO
THE UNDERSIDE OF THE
ROOF SHEATHING AT ALL
CRICKETS. TYP.
13
NOTE:
ROOF SHEATHING IS TO BE
CONSTRUCTED OF FIRE RETARDENT
TREATED WOOD FOR A DISTANCE OF
4'-0" ON BOTH SIDES OF THE WALL
PER SECTION 706.6 EXCEPTION 4.3
SOUND SEALANT - BOTH SIDES
GYPCRETE TOPPING
2X WOOD PLATE
1" TYPE "SLX" GYP. BOARD
CONTINUOUS AIR GAP
H STUD
SOUND ATTENUATION
BATT INSULATION
ALUMINUM BREAK-AWAY CLIP
ON BOTH SIDES
2X SILL PLATE
SOUND MAT ISOLATION BOTH SIDES
PLYWOOD SHEATHING
FIREBLOCKING
SHEAR PANEL - REFER
TO STRUCTURAL
WOOD FLOOR JOIST
FLOOR SYSTEM
PER ASSEMBLY
AIR GAP
3/4"
2"
AIR GAP
3/4"
13
SOUND SEALANT
SOUND
SEALANT
CONC. SLAB ON ABC FILL -
REFER TO STRUCTURAL
WOOD STUDS
GYP. BOARD ON BOTH SIDES
PER ASSEMBLY
PRESSURE TREATED SILL
PLATE WITH CONTINUOUS
FOAM SILL PLATE GASKET
ACOUSTICAL SEALANT ON
BOTH SIDES
SOUND ATTENUATION BATT
INSULATION
2-HOUR FIREWALL - REFER
TO PARTITION TYPES
AIR GAP
3/4"
2"
AIR GAP
3/4"
13
UNDER SLAB VAPOR
BARRIER
2X WOOD STUD FRAMING &
BATT INSULATION
STUCCO ON WEATHER BARRIER
ON SHEATHING
STEEL TRACK
BATT. INSULATION
CONT. (TYP.)
1" TYPE "SLX" GYP. BOARD
NOTE:
TERMINATE THE 2-HOUR WALL
AT THE INTERIOR SURFACE PER
SECTION 706.5, EXCEPTION 3
EXTERIOR GYP. BD. SHEATHING
(OR EQUAL) AT THE EXTERIOR
FACE OF THE FIRE WALL TO BE
INSTALLED ON EXTERIOR FACE TO
EXTERIOR CORNER.
AIR GAP
3/4"
2 HR FIREWALL
AIR GAP
3/4"
13
3/4"
FIREWALL
2 HR
3/4"
HM DOOR
FRAME
DOOR PER
PLAN
2 LAYERS OF 1" GYP.
BOARD PER ASSEMBLY
GYP. BOARD ON BOTH
SIDES PER ASSEMBLY
STEEL TRACK
AIR GAP ON
BOTH SIDES
ALUMINUM CLIP
PER ASSEMBLY
BOTH SIDES
METAL "H" STUDS
13
FIRE RETARDANT
TREATED WOOD
BLOCKING
SAW CUT PLYWOOD
SHEATHING
2" THICK MAX.
CONCRETE ON
PLYWOOD
SHEATHING
FIREBLOCKING
2 LAYERS OF 1" GYP.
BOARD PER ASSEMBLY
RIM BOARD
DOOR PER PLAN
SAWCUT PLYWOOD
SHEATHING
AIR GAP ON
BOTH SIDES
STEEL TRACK
13
3/4" AIR GAP
2 HR FIRE WALL
3/4" AIR GAP
2X WOOD STUD FRAMING &
BATT INSULATION
STUCCO ON BUILDING PAPER ON
SHEATHING
STEEL TRACK
BATT. INSULATION
CONT. (TYP.)
1" TYPE "SLX" GYP. BOARD
EXTERIOR GYP. BD. SHEATHING
(OR EQUAL) AT THE EXTERIOR
FACE OF THE FIRE WALL TO BE
INSTALLED ON EXTERIOR FACE TO
EXTERIOR CORNER.
AIR GAP
3/4"
2 HR FIREWALL
AIR GAP
3/4"
13
NOTE:
TERMINATE THE 2-HOUR WALL
AT THE INTERIOR SURFACE PER
SECTION 706.5, EXCEPTION 3
HM DOOR
FRAME
DOOR PER PLAN
2 LAYERS OF 1" GYP.
BOARD PER
ASSEMBLY
GYP. BOARD ON
BOTH SIDES PER
ASSEMBLY
STEEL STUDS - REFER TO
SPECIFICATIONS
FOR GAUGE REQUIREMENTS
AIR GAP ON
BOTH SIDES
ALUMINUM CLIP
PER ASSEMBLY
BOTH SIDES
STEEL TRACK
METAL "H" STUDS
3/4" AIR GAP
2 HR FIREWALL
3/4" AIR GAP
PER RCP PLAN
3"
13
GYPCRETE TOPPING
2X WOOD PLATE
1" TYPE "SLX" GYP. BOARD
CONTINUOUS AIR GAP
H STUD
SOUND ATTENUATION
BATT INSULATION
ALUMINUM BREAK-AWAY CLIP
2X SILL PLATE
SOUND MAT ISOLATION
PLYWOOD SHEATHING
FIREBLOCKING
RIM BOARD
WOOD FLOOR JOIST
FLOOR SYSTEM
PER ASSEMBLY
AIR GAP
3/4"
2"
AIR GAP
3/4"
13
SOUND SEALANT
2X WOOD STUD FRAMING &
BATT INSULATION
STUCCO ON BUILDING PAPER ON
SHEATHING
STEEL TRACK
BATT. INSULATION
CONT. (TYP.)
1" TYPE "SLX" GYP. BOARD
EXTERIOR GYP. BD. SHEATHING (OR
EQUAL) AT THE EXTERIOR FACE OF
THE FIRE WALL TO BE INSTALLED ON
EXTERIOR FACE TO EXTERIOR
CORNER.
AIR GAP
3/4"
2 HR FIREWALL
AIR GAP
3/4"
M
NOTE:
1. TERMINATE THE 2-HOUR WALL AT THE INTERIOR
SURFACE PER SECTION 706.5, EXCEPTION 3
2. REFER TO A9.1 SERIES FOR WALL TYPE
M
NOTE:
1. TERMINATE THE 2-HOUR WALL AT THE INTERIOR
SURFACE PER SECTION 706.5, EXCEPTION 3
2. REFER TO A9.1 SERIES FOR WALL TYPE
M
2X WOOD STUD
FRAMING & BATT
INSULATION
STUCCO ON
WEATHER BARRIER
ON SHEATHING
STEEL TRACK
1" TYPE "SLX"
GYP. BOARD
EXTERIOR GYP. BD.
SHEATHING (OR EQUAL)
AT THE EXTERIOR FACE
OF THE FIRE WALL TO BE
INSTALLED ON EXTERIOR
FACE TO EXTERIOR
CORNER.
M
AIR GAP
3/4"
FIREWALL
2 HR
AIR GAP
3/4"
EQ
EQ
CENTERLINE
OF FIREWALL
NOTE:
1. TERMINATE THE 2-HOUR WALL AT THE INTERIOR
SURFACE PER SECTION 706.5, EXCEPTION 3
2. REFER TO A9.1 SERIES FOR WALL TYPE
M
2X WOOD STUD
FRAMING & BATT
INSULATION
1" TYPE "SLX"
GYP. BOARD
CENTERLINE
OF FIREWALL
STUCCO ON WEATHER
BARRIER ON SHEATHING
STEEL TRACK
EXTERIOR GYP. BD.
SHEATHING (OR EQUAL)
AT THE EXTERIOR FACE
OF THE FIRE WALL TO BE
INSTALLED ON EXTERIOR
FACE TO EXTERIOR
CORNER.
M
AIR GAP
3/4"
FIREWALL
2 HR
AIR GAP
3/4"
EQ
EQ
ELECTRONIC HOLD
OPEN DEVICE
3"
5 1/2"
HM DOOR FRAME
2 LAYERS GYP. BOARD
ON BOTH SIDES PER
ASSEMBLY
STEEL TRACK
AIR GAP ON
BOTH SIDES
ALUMINUM CLIP
PER ASSEMBLY
METAL "H" STUDS
3/4"
2 HR FIREWALL
3/4"
DOOR PER SCHEDULE
M
NOTE:
2. REFER TO A9.1 SERIES FOR
WALL TYPE M
.2'-0"
ELECTRONIC HOLD
OPEN DEVICE
3"
5 1/2"
HM DOOR FRAME
2 LAYERS GYP. BOARD
ON BOTH SIDES PER
ASSEMBLY
STEEL TRACK
AIR GAP ON
BOTH SIDES
ALUMINUM CLIP
PER ASSEMBLY
METAL "H" STUDS
3/4"
2 HR FIREWALL
3/4"
DOOR PER SCHEDULE
M
NOTE:
2. REFER TO A9.1 SERIES FOR
WALL TYPE M
.3'-0"
ELECTRONIC HOLD
OPEN DEVICE
3"
HM DOOR FRAME
2 LAYERS GYP.
BOARD ON BOTH
SIDES PER ASSEMBLY
STEEL TRACK
DOOR PER SCHEDULE
M
NOTE:
2. REFER TO A9.1 SERIES FOR
WALL TYPE
M
2X WOOD STUD
FRAMING & BATT
INSULATION
1" TYPE "SLX"
GYP. BOARD
METAL "H" STUDS
ALUMINUM CLIP PER
ASSEMBLY
.3'-10 1/2"
.1'-2"
2X WOOD STUD
FRAMING & BATT
INSULATION
5 1/2"
ELECTRONIC HOLD
OPEN DEVICE
3"
5 1/2"
HM DOOR FRAME
2 LAYERS GYP. BOARD
ON BOTH SIDES PER
ASSEMBLY
STEEL TRACK
AIR GAP ON
BOTH SIDES
ALUMINUM CLIP
PER ASSEMBLY
METAL "H" STUDS
3/4"
2 HR FIREWALL
3/4"
DOOR PER SCHEDULE
M
NOTE:
2. REFER TO A9.1 SERIES FOR
WALL TYPE M
.1'-0"
A R C H I T E C T U R E. P L A N N I N G.
L A N D S C A P E A R C H I T E C T U R E.
+
CRITICAL THINKING / CREATIVE DESIGN
ASSOCIATES
TODD
4019 N. 44TH ST. / PHOENIX, AZ 85018
602 - 952 - 8280 / TODDASSOC.COM
Copyright 2021 Todd & Associates, Inc.
p
PROJECT
NO.
CLIENT
SEAL
CONTACT
DATA
Proj Mgr.
Dwn By:
"PROMPT PAYMENT NOTICE"
The Owner is familiar with the "Arizona Prompt
Payment Law" and payments will comply with the
30 day billing cycle.
Rev.
Date:
Description:
Rev.
PHASE
22-2015-00
GLENDALE
SENIOR
APARTMENTS
FIRE WALL DETAILS
A9.4.1
MERCY HOUSING
6515 W. MARYLAND AVE.
GLENDALE, AZ 85301
(623)-937-0418
09/19/22
100% DD Set
Design Development
MA
1 1/2" = 1'-0"
1
FIREWALL / SHAFT WALL INTERSECTION @ ROOF
1 1/2" = 1'-0"
2
INTERSECTION @ INTERMEDIATE FLOOR
1 1/2" = 1'-0"
3
2-HOUR FIREWALL @ FOUNDATION
1 1/2" = 1'-0"
4
INTERSECTION
3" = 1'-0"
6
DOOR JAMB
3" = 1'-0"
7
DOOR SILL
1 1/2" = 1'-0"
8
INTERSECTION
3" = 1'-0"
5
DOOR HEAD
1 1/2" = 1'-0"
11 INTERSECTION @ INTERMEDIATE FLOOR
1 1/2" = 1'-0"
12 EXTERIOR INTERSECTION
1 1/2" = 1'-0"
9
EXTERIOR CONDITION
1 1/2" = 1'-0"
10 EXTERIOR INTERSECTION
1 1/2" = 1'-0"
14 EXTERIOR CONDITION
1 1/2" = 1'-0"
15 EXTERIOR CONDITION
1 1/2" = 1'-0"
18 EXTERIOR CONDITION
1 1/2" = 1'-0"
13 EXTERIOR CONDITION
INTERIOR WALL SYSTEM
REFER TO PLANS SHEET
A9.1.1 &A9.1.2
SLAB - RE: STRUCTURAL
DRAWINGS
3" MIN.
1'-0"
DRYER VENT
2X BLOCKING CONTINUOUS
BETWEEN WOOD STUDS
GYP. BD. PER ASSEMBLY
CONTINUOUS CAULK
PENETRATION
TWO (2) LAYERS GYP. BD.
AT RATED WALL
2X BLOCKING CONTINUOUS
BETWEEN WOOD STUDS
+44" A.F.F.
GYP. BD. PER ASSEMBLY
PREFABRICATED WASHER BOX
GYP. BD. PER ASSEMBLY
WATER CONNECTION
FIRE CAULK PENETRATION
AT RATED WALL
LOCATIONS
2X BLOCKING CONTINUOUS
BETWEEN WOOD STUDS
+42" A.F.F.
-
NOTES:
1. INSTALL CONTROL JOINTS AT LOCATIONS SHOWN ON THE DRAWINGS & AT THE FOLLOWING
LOCATIONS, WHICH MAY NOT BE SHOWN: CORNERS OF DOORS, WINDOWS OR WALL OPENINGS,
2. REFER TO ELEVATIONS FOR OTHER LOCATIONS
3. VERTICAL CONTROL JOINTS TO BE CONTINUOUS AT INTERSECTIONS WITH HORIZONTALS.
4. INSTALL PER MANUFACTURERS WRITTEN SPECIFICATION.
5. CONTROL JOINTS TO TERMINATE AT INSIDE CORNERS ONLY
STUCCO SYSTEM
GALV. SM CONTROL JOINT RE:
EXTERIOR ELEVATIONS FOR
LOCATIONS
WOOD STUD AS OCCURS
WEATHER RESISTIVE BARRIER
PROVIDE SELF-ADHERED
FLASHING BEHIND CONTROL
JOINT
SET BLOCKING BACK 5/8" &
PROVIDE ADDITIONAL 5/8"
GYP. BD. ACROSS ENTIRE WIDTH
AT 1-HOUR RATED CONDITION
(RESIDENTIAL BUILDING CORRIDOR)
1 LAYER GYP. BD.
PROVIDE SOLID WOOD
BLOCKING FOR GYP. BD.
EDGE ATTACHMENT
GYP. BD. CONTROL JOINT. SPRAY
CONTROL JOINT THEN GYP. BD. W/
ADHESIVE. WHILE ADHESIVE
IS WET ATTACH CONTROL JOINT
TO GYP. BD. WITH 1/2" DIVERGENT
STAPLES @ 6" O.C. APPLY JOINT
FINISHING TO FLANGES & TROWEL
SMOOTH TO RECEIVE TEXTURE
AT RATED WALL
2X BLOCKING
2X BLOCKING
PARALLEL
FLOOR JOIST
PERPENDICULAR
FLOOR JOIST
PERPENDICULAR
ROOF JOIST
PARALLEL
ROOF JOIST
PREFAB ROOF TRUSS
- PER STRUCTURAL
MTL CLIP, REFER TO
STR. DWGS. FOR
CONNECTION
AIR SPACE REFER TO
STRUCTURAL FOR
DIMENSION
DOUBLE 2X4 PLATE
NON-BEARING WALL
PREFAB ROOF TRUSS
- PER STRUCTURAL
MTL CLIP, REFER TO
STR. DWGS. FOR
CONNECTION
AIR SPACE REFER TO
STRUCTURAL FOR
DIMENSION
DOUBLE 2X4 PLATE
NON-BEARING WALL
CAB. MFR.
DIM PER
5/8" GYP. BD.
FIRE EXTINGUISHER, FIRE
STANDPIPE , ELECTRICAL OR
OTHER RECESSED CABINET
LINE RECESS W/ 5/8" GYP. BD.
& SEAL ALL JOINTS
W/ ACOUSTICAL CAULKING
5/8" GYP. BD.
DIMS. PER CABINET MANUF.
2X BLOCKING
FIRE EXTINGUISHER/
ELECTRICAL OR
OTHER RECESSED CABINET
5/8" GYP. BD.
DIMS PER CABINET MANUF.
AT RATED WALL
7A
AT NON-RATED WALL
7B
4" MAX
4" MAX
FIRE STANDPIPE -
REFER TO FIRE
PLANS
CABINET MANUF.
DIMS PER
2x BLOCKING
4" MAX.
CONTINUOUS SEALANT
ALL SIDES
SEMI-RECESSED FIRE
EXTINGUISHER / STANDPIPE
CABINET, COORDINATE KEY
LOCK WITH CONTRACTOR
FULLY LINE F.E.C. ROUGH
OPENING W/ 5/8" TYPE "X"
GYPSUM WALLBOARD &
SEAL ALL JOINTS WITH
ACOUSTIC CAULKING
CAB. MFR.
DIMS. PER
A.F.F.
4'-10" MAX.
ELEVATION
NOT TO SCALE
2x BLOCKING
ELEVATOR
WOOD STUDS
GYP. BOARD
CMU WALL
GYP. BD PER PLANS
RESILIENT CHANNELS
BATT INSULATION
CORRIDOR
PERIMETER
BALCONY
FLASHING
SHEET METAL SEAM HERE
IS NOT ACCEPTABLE
DOOR
OPENING
ONE PIECE 26 GA. SM
PANS AT EACH SIDE OF
DOOR OPENING
NOTE:
ALL OVERLAP'S TO BE FULLY
TREATED WITH SEALANT.
2
2
1
1
6"
5"
3"
1"
4"
4"
3"
PROVIDE UP-
TURN LEG AT
DOOR
OPENING
7"
ONE-PIECE SOLDERED WATER-TIGHT FLASHING
AT SADDLES AND DOOR PANNING
PROVIDE UP-
TURN LEG AT
DOOR
OPENING
APPLY SEALANT AROUND
PENETRATION AFTER
STUCCO IS IN PLACE, TYP.
OVERSIZED OPENINGS OF 1/2" MAX. TO
BE SEALED WITH SEALANT. SEALANT TO
EXTEND FROM WALL NO GREATER THAN
THE STUCCO SYSTEM
OPENINGS GREATER THAN 1/2" TO
RECEIVE ADDITIONAL FELT & LATH
EXTENDING 6" MIN. AROUND EDGES
OF OPENING TO CLOSE GAP TO 1/2"
MAX. THEN SEALED WITH SEALANT
PER MANUF. SPECIFICATIONS.
NOTE:
PROVIDE WEATHER LAPPED FLEXIBLE FLASHING
SIMILAR TO DETAIL 1/A8.3.3 AT ANY PENETRATIONS.
INSTALL QUICKFLASH AT ALL PIPE AND
ELECTRICAL PENETRATIONS . TYP.
INSTALL QUICKFLASH AT ALL PIPE AND
ELECTRICAL PENETRATIONS . TYP.
SOFFIT
HORIZONTAL SURFACE - LAP BLDG.
PAPER OVER CORNER BEAD
GALV. S.M. INSIDE CORNER BEAD
VERTICAL SURFACE - LAP BLDG.
PAPER UNDER CORNER BEAD
STUCCO SYSTEM
SECTION
PLAN
VERTICAL SURFACE - LAP BLDG.
PAPER OVER CORNER BEAD
GALV. S.M. INSIDE
CORNER BEAD
STUCCO SYSTEM
HORIZONTAL SURFACE -
LAP BLDG. PAPER
UNDER CORNER BEAD
SOFFIT
GALV. S.M. INSIDE
CORNER BEAD
STUCCO SYSTEM
LAP BLDG. PAPER BELOW
CORNER BEAD FLANGE
BOTH SIDES
STUCCO SYSTEM
GALV. S.M. OUTSIDE
CORNER BEAD
LAP BLDG. PAPER BELOW
CORNER BEAD FLANGE
BOTH SIDES
HORIZONTAL SURFACE -
LAP BLDG. PAPER
UNDER CORNER BEAD
TYPICAL INSIDE CORNER DEAIL
TYPICAL OUTSIDE CORNER DEAIL
GYP. BOARD
EXTERIOR SHEATHING
WEATHER RESISTIVE
BARRIER
STUCCO SYSTEM
WOOD STUDS WITH BATT
INSULATION
COMPRESSIVE GASKET
UNDER FLANGE
CONTINUOUS SEALANT
AND BACKER ROD
WRAP ROUGH OPENING
WITH FLEXIBLE FLASHING
VENT - REFER TO
MECHANICAL DRAWINGS
FOR TYPE
CORROSIVE RESISTANT
FASTENER SET IN A
SEALANT
WRAP ROUGH OPENING
WITH FLEXIBLE FLASHING
J-MOLD
J-MOLD
COMPRESSIVE GASKET
UNDER FLANGE
FLEXABLE FLASHING
FLEXABLE FLASHING
METAL 2-PIECE COLLAR
SEALANT AND BACKER
ROD ALL-AROUND W/
BACKER ROD
BEAM OR JOIST REFER TO
STRUCTURAL DRAWINGS
FLEXABLE FLASHING
1/2" SEALANT & BACKER ROD ALL SIDES
BEAM OR JOIST RE: STR.
SECTION "A"
(PLAN VIEW)
A
A
WRB INSTALLED BEHIND METAL COLLAR
METAL 2-PIECE COLLAR PER ASTM E2266-11
FLEXIBLE FLASHING
NOTE:
PROVIDE WEATHER
LAPPED FLEXIBLE
FLASHING SIMILAR
TO DETAIL 3/A8.2.2.
FOR CONSTRUCTION
OR RECORDING
SCHEMATIC NOT
A R C H I T E C T U R E. P L A N N I N G.
L A N D S C A P E A R C H I T E C T U R E.
+
CRITICAL THINKING / CREATIVE DESIGN
ASSOCIATES
TODD
4019 N. 44TH ST. / PHOENIX, AZ 85018
602 - 952 - 8280 / TODDASSOC.COM
Copyright 2021 Todd & Associates, Inc.
p
f
PROJECT
NO.
CLIENT
SEAL
CONTACT
DATA
"PROMPT PAYMENT NOTICE"
Choose Appropriate Option from the Titleblock
properties. There are 5 options, make the option you
want visible and make sure the rest are unchecked.
Also clear check box for instructions.
Proj Mgr.
Dwn By:
Rev.
Date:
Description:
Rev.
PHASE
22-2015-00
GLENDALE
SENIOR
APARTMENTS
DETAILS
A10.0
MERCY HOUSING
6515 W. MARYLAND AVE.
GLENDALE, AZ 85301
(623)-937-0418
09/19/22
100% DD Set
Design Development
CZ
1" = 1'-0"
13 INTERIOR WALL
3" = 1'-0"
10 DRYER VENT BOX
3" = 1'-0"
9
WATER BOX
3" = 1'-0"
5
CONTROL JOINT AT STUCCO SYSTEM
6" = 1'-0"
7
GYPSUM BOARD CONTROL JOINT
1 1/2" = 1'-0"
8
TYPICAL INTERIOR NON- BEARING WALL
3" = 1'-0"
12 CABINET RECESS IN WALL
1 1/2" = 1'-0"
11 RECESSED FIRE EXTINGUISHER/STANDPIPE CABINET
3" = 1'-0"
14 WOOD STUD AND CMU WALL INTERSECTION
1" = 1'-0"
1
TYPICAL FLASHING
1" = 1'-0"
2
SEALANT AT PIPES
3" = 1'-0"
6
STUCCO SYSTEM CORNER BEADS
3" = 1'-0"
4
TYPICAL VENT PENETRATION THROUGH STUCCO
1" = 1'-0"
3
BEAM/ JOIST FLASHING @ WALL
FINISH FLOOR
0' - 0"
FINISH FLOOR
0' - 0"
FINISH FLOOR
0' - 0"
FINISH FLOOR
0' - 0"
FINISH FLOOR
0' - 0"
STUCCO SYSTEM PER A9 SERIES
DWGS.
BATT INSULATION
WEEP SCREED - LAP BUILDING
PAPER OVER VERTICAL FLANGE
FINISH GRADE
PRESSURE TREATED SILL PLATE
WITH 2- CONTINUOUS BEADS
OF SEALANT- RE: STRUCTURAL
ANCHOR BOLTS - RE: STRUCTURAL
CONCRETE FOOTING AND
SLAB - RE: STRUCTURAL
MIN.
8"
MIN.
6"
UNDER SLAB
VAPOR BARRIER
STUCCO SYSTEM
WEEP SCREED - LAP BUILDING
PAPER OVER VERTICAL FLANGE
PRESSURE TREATED SILL PLATE WITH
2- CONTINUOUS BEADS OF SEALANT-
RE: STRUCTURAL
ANCHOR BOLTS - RE: STRUCTURAL
CONCRETE FOOTING AND
SLAB - RE: STRUCTURAL
PAINTED 26 GA GALVANIZED SHEET
METAL FLASHING (8" HIGH) OVER 60
MIL. WATERPROOFING MEMBRANE.
EXTEND UP WALL 6" & DOWN
CONCRETE FOUNDATION 8"
SLOPE
1/8" /ft.
2".
UNDER SLAB VAPOR
BARRIER
STUCCO SYSTEM
ALIGN FACE OF
STUD WITH EDGE
OF SLAB
WEEP SCREED - LAP BUILDING
PAPER OVER VERTICAL FLANGE
PRESSURE TREATED SILL PLATE
WITH 2- CONTINUOUS BEADS
OF SEALANT- RE: STRUCTURAL
ANCHOR BOLTS - RE: STRUCTURAL
CONCRETE FOOTING AND
SLAB - RE: STRUCTURAL
EXTERIOR CONCRETE SLAB
1/2" COMPRESSIVE FILLER
STAINLESS STEEL SHEET METAL FLASHING
(8" HIGH) OVER 60 MIL.
WATERPROOFING MEMBRANE. EXTEND
UP WALL 6" & DOWN CONCRETE
FOUNDATION 6"
CONTINUOUS SEALANT
WEATHER-RESISTIVE BARRIER
2"
UNDER SLAB VAPOR
BARRIER
SLOPE
A10.1
4
Sim
CONCRETE FOOTING/SLAB
PER STRUCTURAL
SELF-ADHERED MEMBRANE
8" HIGH, CENTERED ON
JOINT
EXTERIOR, INSULATED
STUD WALL AND
SHEATHING PRIOR TO
MOISTURE RESISTANT
BARRIER AND FINISH
SYSTEM INSTALLATION
PRESSURE TREATED
SILL PLATE OVER 2-
CONT. BEADS OF
SEALANT OR CONT.
SILL SEALER
1/2" SEALANT
ANCHOR BOLTS PER
STRUCTURAL
WALL FINISH
STAINLESS STEEL SHEET
METAL FLASHING
CENTERED OVER JOINT -
8" HIGH AT FLUSH SLAB -
12" HIGH AT STEPPED SLAB
SLAB ON GRADE WHERE
OCCURS
8"
CONCRETE SLAB, REFER
TO STRUCTURAL DWGS.
PRESSURE TREATED SILL
PLATE SET ON FOAM SILL
SEAL
GYP. BD.
BATT INSULATION
2X STUDS AS SPECIFIED
STUCCO SYSTEM -
PER A9 SERIES DWGS.
CONTINUOUS J-WEEP
CONTINUOUS SEALANT
24 GA. GALVANIZED
METAL FLASHING.
EXTEND UP WALL 6"
MIN AND DOWN
WALL 1" MIN.
UNDER SLAB VAPOR
BARRIER
2X BLOCKING
1" MIN.
SOUND BATTS
SOUND SEALANT ALL
AROUND EDGE OF GYP.
BOARD - TYP @ FIRST FLR.
UNITS
2X PRESERVATIVE TREATED SILL
PLATE SET ONTO CONT. BEAD OF
CAULK OR FOAM SILL SEAL
OFFSET ELECTRICAL BOXES & OTHER
PENETRATIONS (SEE ELEC. DWG'S)
AND SEAL ALL PENETRATIONS W/
FIRE RATED PUTTY PAD. REFER TO
DETAIL OM A9.2.1 SERIES
AIR SPACE - SEAL WITH MINERAL
WOOL OR FIBERGLASS INSUL.
WIDTH WALL @ 10'-0" O.C. TO
FORM FIRESTOP
5/8" GYP. BD. FIRESTOP @
10' O.C. HORIZONTALLY
UNIT
UNIT
1"AIR SPACE
UNDER SLAB VAPOR
BARRIER
WOOD STUDS
CONC. SLAB ON
COMPACTED
SUBGRADE
CONC. FOOTING -
REFER TO STRUCTURAL
WEATHER RESISTIVE BARRIER
STUCCO SYSTEM
J-WEEP SCREED
1/2" COMPRESSIVE
FILLER
CONTINUOUS
TRAFFIC SEALANT
PRESSURE TREATED SILL PLATE WITH
CONTINUOUS FOAM SILL PLATE
GASKET
SLOPE
1/8" /ft.
CONC. PEDESTAL -
REFER TO
STRUCTURAL. PAINT
TO MATCH STUCO
SYSTEM WHERE
EXPOSED
PAINTED 26 GA GALVANIZED
SHEET METAL FLASHING - EXTEND
UP THE WALL & DOWN ALONG
THE CONCRETE FOUNDATION BY
8" IN BOTH DIRECTIONS
2"
6"
6"
2"
8"
SPLASH
BLOCK
DOWNSPOUT NOZZLE -
REFER TO PLUMBING
WATERPROOF MEMBRANE -
INSTALL 6" MIN. ALL AROUND
OPENING
15 - MIL VAPOR
BARRIER
POST-TENSION SLAB PER
STRUCTURAL
QUICKFLASH PANEL AT
PENETRATION
OVERFLOW DRAIN LINE -
COORDINATE W/
PLUMBING.
CONT. BACKER ROD AND
SEALANT ALL AROUND
OPENING
UNDER SLAB VAPOR
BARRIER
CONCRETE FOOTING AND
SLAB - RE: STRUCTURAL
SLAB - RE: STRUCTURAL
DRAWINGS
INTERIOR WALL SYSTEM
REFER TO PLAN SHEET A9.1.1
PRESSURE TREATED SILL PLATE
WITH 2 - CONTINUOUS BEADS
OF SEALANT - RE: STRUCTURAL
FOR CONSTRUCTION
OR RECORDING
SCHEMATIC NOT
A R C H I T E C T U R E. P L A N N I N G.
L A N D S C A P E A R C H I T E C T U R E.
+
CRITICAL THINKING / CREATIVE DESIGN
ASSOCIATES
TODD
4019 N. 44TH ST. / PHOENIX, AZ 85018
602 - 952 - 8280 / TODDASSOC.COM
Copyright 2021 Todd & Associates, Inc.
p
f
PROJECT
NO.
CLIENT
SEAL
CONTACT
DATA
"PROMPT PAYMENT NOTICE"
Choose Appropriate Option from the Titleblock
properties. There are 5 options, make the option you
want visible and make sure the rest are unchecked.
Also clear check box for instructions.
Proj Mgr.
Dwn By:
Rev.
Date:
Description:
Rev.
PHASE
22-2015-00
GLENDALE
SENIOR
APARTMENTS
DETAILS
A10.1
MERCY HOUSING
6515 W. MARYLAND AVE.
GLENDALE, AZ 85301
(623)-937-0418
09/19/22
100% DD Set
Design Development
MA
1 1/2" = 1'-0"
1
EXTERIOR WALL @ FOUNDATION
1 1/2" = 1'-0"
2
EXTERIOR WALL @ CONCRETE
1 1/2" = 1'-0"
3
EXTERIOR WALL @ ADJACENT TO DOOR
3" = 1'-0"
4
SILL PLATE FLASHING
3" = 1'-0"
5
SILL PLATE FLASHING
1 1/2" = 1'-0"
6
FOUNDATION AT UNIT SEPARATION
1 1/2" = 1'-0"
7
EXTERIOR COLUMN
1 1/2" = 1'-0"
8
OVERFLOW PIPE THROUGH STUD WALL
1 1/2" = 1'-0"
14 FOUNDATION AT BEARING INTERIOR WALL
GYPCRETE ON PLYWOOD
SHEATHING ON JOISTS -
SEE STRUCTURAL
STUCCO SYSTEM
SILL PLATE ON SILL SEALER PER
STRUCTURAL
CONTROL JOINT
RIM JOIST; REFER TO STRUCTURAL
STUCCO SYSTEM
(2) 2X TOP PLATES
BATT INSULATION
SHEATHING PER STRUCTURAL
WEATHER RESISTIVE BARRIER
BATT INSULATION
FLOOR FRAMING PER
STRUCTURAL
ACOUSTICAL SEALANT
ACOUSTICAL SEALANT
ISOLATION CLIPS OVER
FURRING CHANNEL
GYP BD PER ASSEMBLY
SOUND MAT PER
DETAIL
WEATHER RESISTIVE BARRIER
16
/
12 A10.2
HARDROCK CONC. ON
SHEATHING OVER FLOOR
JOIST, RE: STRUCT.
CORRIDOR
UNIT
DOUBLE TOP PLATE
RE: STRUCTURAL
BATT INSULATION
GYP. BD. OVER RESILIENT
CHANNEL
GYPCRETE ON PLYWOOD
SHEATHING ON PREFAB FLOOR
TRUSS REF. TO STRUCTURAL
2X DOUBLE SILL PLATE
2x FLOOR/CEILING ASSEMBLY
REF. TO STRUCTURAL FOR
JOIST SIZING
6" SOUND BATT
INSULATION
GYP. BD (TYP.) OVER
SHEATHING. REF. TO
STRUCTURAL FOR LOCATION
(SHEATHING IS TO BE LOCATED
ON UNIT SIDE)
GYP. BD. OVER RESILIENT
CHANNEL - REFER TO
WALL TYPE
GYP. BD (TYP.) OVER
SHEATHING. REF. TO STRUCTURAL
FOR LOCATION (SHEATHING IS
TO BE LOCATED ON UNIT SIDE)
SOUND MAT - SEE
DETAIL
ACOUSTICAL SEALANT
ACOUSTICAL SEALANT
ISOLATION CLIPS OVER
FURRING CHANNEL
16
/
12 A10.2
4
FLOOR PER
ASSEMBLY
WALL PER
ASSEMBLY
UNIT
CORRIDOR
UNIT
SPRINKLER AND PLUMBING
LINES PER PLAN
5/8" TYPE 'X' GYP. BD. OVER
MTL. STUDS @ 16" O.C.
4
16
16
LOCATION OF
DROPPED SOFFIT
BEYOND (WHERE
OCCURS)
FITNESS
1/4" THK. ACOUSTI-MAT
OVER 3/4" PLYWOOD
SHEATHING
GENIECLIP RST ISOLATION
CLIPS ON 25GA., 7/8"
METAL FURRING CHANNEL
W/ HEMMED EDGES.
LOBBY/CLUB
ROOM
16A
VINYL PLANK FLOORING OVER 2"
THK. CAST-IN-PLACE HARD ROCK
CONCRETE
OPEN WEB TRUSS - REFER TO
STRUCTURAL
FULL FILL BATT INSULATION
CH LEVEL 2
13'-6"
± 2"
(TRUSS)
3'-0"
3"
A.F.F
10'-0"
1 LAYER OF 5/8" TYPE
"X" GYPSUM BOARD.
*INSTALL GENIECLIP IN ACCORDANCE WITH MANUFACTURES WRITTEN INSTRUCTIONS*
CLIPS GET ATTACHED
TO BOTTOM OF TRUSS
2X WOOD PLATE
UNIT
UNIT
FLOOR JOIST, REFER
TO STRUCT
2 X SILL PLATE SET
ACOUSTICAL SEALANT
(BOTH SIDES)
TRUSS BLOCKING
FLOOR/CEILING
ASSEMBLY
ACOUSTICAL SEALANT -
BOTH SIDES
SOLID TOP PLATE FIRE
BLOCKING
3 1/2" SOUND BATTS
GYPCRETE ON PLYWOOD
SHEATHING ON PREFAB
FLOOR TRUSSES - SEE
STRUCT.
AIR GAP
GYP. BD. FIRESTOP @ 10'
O.C. HORIZONTALLY
ACOUSTICAL SEALANT
ACOUSTICAL SEALANT
RC CHANNEL
SOUND MAT PER
DETAIL 16/A10.0
16
16
GYPCRETE ON PLYWOOD
SHEATHING ON JOISTS -
SEE STRUCTURAL
(2) 2X TOP PLATES
BATT INSULATION
SHEATHING PER STRUCTURAL
FULL FILL BATT INSULATION
FLOOR FRAMING PER
STRUCTURAL
ACOUSTICAL SEALANT
ACOUSTICAL SEALANT
MTL. FURRING
CHANNELS
GYP BD PER ASSEMBLY
SOUND MAT PER
DETAIL
SILL PALTE ON SILL SEALER
PER STRUCTURAL
2 X 6 FURR-OUT
REFER TO STRUCTURAL
STUCCO SYSTEM
16
/
12 A10.2
GYPCRETE ON PLYWOOD
SHEATHING ON JOISTS -
SEE STRUCTURAL
SILL PLATE ON SILL SEALER PER
STRUCTURAL
TRUSS BLOCKING
(2) 2X TOP PLATES
BATT INSULATION
SHEATHING PER STRUCTURAL
FULL FILL
BATT INSULATION
FLOOR FRAMING PER
STRUCTURAL
ACOUSTICAL SEALANT
ACOUSTICAL SEALANT
RC CHANNEL
GYP BD PER ASSEMBLY
SOUND MAT PER
DETAIL
WEATHER RESISTIVE BARRIER
STUCCO SYSTEM
STUCCO SYSTEM
SHEATHING PER STRUCTURAL
LAP WEATHER RESISTIVE BARRIER
OVER J WEEP
STUCCO J WEEP - PAINT TO
MATCH WALL
LAP WEATHER RESISTIVE BARRIER
UNDER METAL FLASHING
26 GA. GALVANIZED METAL
FLASHING
LEVEL 3
16
/
12 A10.2
VINYL TILE OR CERAMIC TILE REQUIRES EITHER
ACOUSTI-MATT II UNDERLAYMENT OR LVT
CRUMB RUBBER BACKED
1 1/2" GYPCRETE 2000 OR EQUAL
CARPET AND PAD ON GYPCRETE
CONTINUOUS LAYER OF ACCOUSTI-MATT II
UNDERLAYMENT OR LVTCRUMB RUBBER BACKED
PLYWOOD OR O.S.B. SHEATHING
WOOD TRUSS - RE: TRUSS
FLOOR SYSTEM PER ASSEMBLY
FILL CAVITY WITH INSULATION - HOLD INSILATION
OFF OF ISOLATION CLIPS PER ASSEMBLY
GYP. BD. OVER RESILIENT CHANNELS PER
FLOOR ASSEMBLY.
GAP
2" AIR
UNIT
UNIT
FLOOR TRUSS, REFER TO STRUCT
2 X SILL PLATE SET ONTO SILL SEALER
SOUND MAT PERIMETER ISOLATION
STRIPS PER MANUFACTURER'S SPEC.
TRUSS BLOCKING REFER TO
STRUCT
3 1/2" SOUND BATTS
AIR GAP
GYPCRETE O/ SOUND MAT (PER
PLAN) ON PLYWOOD SHEATHING
ON PREFAB FLOOR TRUSSES - SEE
STRUCT.
2 X STUDS PER PLAN
FOR CONSTRUCTION
OR RECORDING
SCHEMATIC NOT
A R C H I T E C T U R E. P L A N N I N G.
L A N D S C A P E A R C H I T E C T U R E.
+
CRITICAL THINKING / CREATIVE DESIGN
ASSOCIATES
TODD
4019 N. 44TH ST. / PHOENIX, AZ 85018
602 - 952 - 8280 / TODDASSOC.COM
Copyright 2021 Todd & Associates, Inc.
p
f
PROJECT
NO.
CLIENT
SEAL
CONTACT
DATA
"PROMPT PAYMENT NOTICE"
Choose Appropriate Option from the Titleblock
properties. There are 5 options, make the option you
want visible and make sure the rest are unchecked.
Also clear check box for instructions.
Proj Mgr.
Dwn By:
Rev.
Date:
Description:
Rev.
PHASE
22-2015-00
GLENDALE
SENIOR
APARTMENTS
DETAILS
A10.2
MERCY HOUSING
6515 W. MARYLAND AVE.
GLENDALE, AZ 85301
(623)-937-0418
09/19/22
100% DD Set
Design Development
MA
1 1/2" = 1'-0"
1
EXTERIOR WALL @ UPPER FLOORS
1 1/2" = 1'-0"
6
CORRIDOR WALL @ FLOOR/CEILING
1/2" = 1'-0"
5
TYPICAL RESIDENTIAL FLOOR SYSTEM
1 1/2" = 1'-0"
11 FITNESS FLOOR / CEILING ASSEMBLY
1 1/2" = 1'-0"
10 UNIT SEPARATION WALL @ UPPER FLOORS
1 1/2" = 1'-0"
4
EXTERIOR WALL @ UPPER FLOORS (FURR OUT)
1 1/2" = 1'-0"
2
EXTERIOR WALL @ UPPER FLOORS (STUCCO)
1 1/2" = 1'-0"
9
TYPICAL RESIDENTIAL FLOOR SYSTEM
3" = 1'-0"
12 SOUND MAT PERIMETER ISOLATION DETAIL
FINISH FLOOR
0' - 0"
LEVEL 1
0' - 0"
CH LEVEL 2
13' - 6"
2"
SLOPE
1/8" /ft.
2" MIN. CONC. TOPPING
SLAB
WATER PROOFING -
FLOOD TESTED 24 HOUR
PRIOR TO THE POUR
WATERPROOF
MEMBRANE - TURN UP
VERTICAL SURFACE
MIN. 8"
J - WEEP SCREED
PLYWOOD DECK
SLOPED WOOD JOIST
RIM BOARD
GYP. SOFFIT
BOARD
CONTINUOUS SEALANT
AND BACKER ROD
2X WOOD PLATE
CASING BEAD
GYPCRETE TOPPING
PLYWOOD SHEATHING
FLOOR/CEILING PER
ASSEMBLY
2X WOOD SILL PLATE
PROVIDE BLOCKING
WHERE WALL SHEATHING
DOES NOT OCCUR
PAINTED 24 GA. GALV. METAL
FLASHING W/4" HORIZ. LAP
OVER W.P. MEMBRANE & 8"
LEG UNDER WEEP SCREED
SEAL EDGE OF
WATERPROOFING
MENBRANE
EXTERIOR
SOUND MAT
ISOLATION - SEE DLT
1/A9.1.1
WATERPROOF
MEMBRANE OVER
HORIZONTAL LEG
FIN. FLR.
PLYWOOD SHEATHING
WHERE OCCURS
2"
SLOPE
1/8" /ft.
2" MIN. CONC. TOPPING
WATER PROOFING -
FLOOD TESTED 24 HOUR
PRIOR TO THE POUR
WATERPROOF
MEMBRANE - TURN UP
VERTICAL SURFACE
MIN. 8"
J - WEEP SCREED
PLYWOOD DECK
SLOPED WOOD
JOIST
RIM BOARD
EXTERIOR SOFFIT
BOARD
CONTINUOUS SEALANT
AND BACKER ROD
2X WOOD PLATE
CASING BEAD
GYPCRETE TOPPING
PLYWOOD SHEATHING
FLOOR PER ASSEMBLY
2X WOOD SILL PLATE
PROVIDE BLOCKING WHERE
WALL SHEATHING DOES NOT
OCCUR
PAINTED 24 GA. S.M.
FLASHING W/4" HORIZ. LEF
OVER W.P. MEMBRAIN & 8"
LEG UNDER WEEP SCREED
SEAL EDGE OF
WATERPROOFING
MENBRANE
EXTERIOR
WATERPROOF
MEMBRANE OVER
HORIZONTAL LEG
FIN. FLR.
PLYWOOD SHEATHING
WHERE OCCURS
2" CONC. TOPPING SLAB
PROTECTION BOARD ON
WATERPROOFING MEMBRANE
SLOPED WOOD
JOIST WHERE
OCCURS
EXTERIOR SOFFIT
BOARD
WOOD BEAM
BALCONY EDGE 'T' BAR WITH
RAIN DRIP AND WEEP HOLES
SLOPE
1/8" /ft.
3" X 1 1/2" TUBE STEEL - SEE
STRUCTURAL - PAINT PER COLOR
SCHEDULE - SEE ELEVATIONS
3'-6"
3'-1 1/2"
1 1/2"
3'-3"
1"
2"
3/4" X 3/4" TUBE STEEL PICKET - SEE
STRUCTURAL - PAINT PER COLOR
SCHEDULE - SEE ELEVATIONS
1 1/2" x 1 1/2" SUPPORT POST BEYOND
NOTE:
1. ALL METAL SURFACES
RECEIVING 790 SEALANT
TO BE PRIMED WITH 1200
PRIMER.
2. ALL EXPOSED METAL TO
HAVE A PRE-FINISHED
COATING.
3. GRIND ALL WELDS
SMOOTH.
CONTINUOUS SEALANT
AND BACKER ROD
STUCCO SYSTEM
#12 SCREED DRIP
2"
A10.3
13
Sim
A10.3
7
4'-0" O.C. MAX.
3/4" T.S. VERTICAL PICKETS - SEE
STRUCTURAL - PAINT PER COLOR
SCHEDULE - SEE ELEVATIONS
1-1/2" x 1-1/2" T.S. VERTICAL SUPPORT POSTS
3'-6"
GYP. BOARD
LAP WEATHER RESISTIVE
BARRIER OVER FLANGE
STUCCO SYSTEM
WALL STUDS
PER BLDG. TYPE
WITH BATT
INSULATION
CONTINUOUS SEALANT
AND BACKER ROD ALL
SIDES
STEEL PLATE TO BE SET IN BED
OF SEALANT - 6"X6" SQ. 40 MIL.
SELF-ADHERED MEMBRANE
BEHIND PLATE. DO NOT
REMOVE BACKING
METAL TOP RAILS
WELDED TO STEEL
PLATE
2X WOOD
BLOCKING
NOTE:
1. GRIND ALL WELDS SMOOTH
2. PREFELT TOP OF RAILING FRAMING
BEFORE W.I. IS SET IN PLACE
3. THOROUGHLY SEAL TOP/ SIDES OF
ALL LAG BOLTS BEFORE STUCCO
SYSTEM APPLICATION
SELF-ADHERED MEMBRANE
BEHIND PLATE.
STUCCO CASING
BEAD ALL AROUND
10 7/8"
1 3/8"
20"
8"
8"
8"
1 1/2"
12"
1 3/8"
ALUMINUM 'T' BAR
FLASHING
STUCCO SYSTEM,
PER SPECIFICATIONS
OVERLAP CONTINUOUS
FLASHING OVER TRANSITION
FLASHING 4" SET IN ADHESIVE
HARDROCK CONCRETE
PROTECTION BOARD OVER
WATER PROOFING MEMBRANE
PLYWOOD SHEATHING
PER STRUC.
CONTINUOUS DECK FLASHING
EXTERIOR INSULATION AND FINISH
#12 SCREED DRIP
26 GA. TRANSITION DECK FLASHING
(ONE PIECE FABRICATED FLASHING)
BEHIND INSULATION AND FINISH
NOTES:
1. ALL ANGLES AND
DIMENSIONS SHALL BE
FIELD VERIFIED, PRIOR
TO FABRICATION.
2. ALL LAPS SHALL BE A
MINIMUM OF 4" AND
PROPERLY SEALED PER
S.M.A.C.N.A.
STANDARDS.
3. PIECES SHOWN ARE TO
BE FABRICATED AS ONE
PIECE WITH ALL JOINTS
FULLY SOLDERED PRIOR
TO INSTALLATION.
4. RH SIDE FLASHING WILL
BE A MIRROR IMAGE OF
LH SIDE FLASHING
(SHOWN).
6" WIDE REINFORCEMENT
OVER FLASHING EDGE
26 GA SM
FLASHING W/ DRIP
EDGE FASTENED AT
4" O.C. STAGGERED
WATERPROOF
MEMBRANE - TURN UP
VERTICAL SURFACE MIN. 8"
PATIO
SLOPE
EXTERIOR
J-WEEP SCREED BEYOND
SLOPE STUCCO AND
BACKING - DO NOT
NAIL ON TOP
2X WOOD STUDS -
REFER TO STRUCTURAL
FOR SPACING
2X PRESERVATIVE TREATED
SILL PLATE SET ONTO
CONT. BEAD OF SEALANT
OR FOAM SILL SEAL
J-WEEP SCREED
SEE EXTERIOR
ELEVATIONS FOR
FINISH
SLOPE
CONRETE CURB
BOTH SIDES OF
OPENING
3'-5"
3'-6" MIN.
3"
SLOPED SHEATHING
ON TOP
30 MIL. FLEXIBLE FLASHING
MEMBRANE (LAP DOWN
OVER BUILDING PAPER 6"
DO NOT NAIL ON TOP SIDE )
NO SEAM ON TOP OF WALL
DOUBLE 2X TOP PLATE
J-WEEP SCREED
WRAP BOTTOM OF SILL WITH
26 GA GALVANIZED SHEET
METAL FLASHING (8" HIGH)
OVER 60 MIL.
WATERPROOFING
MEMBRANE. EXTEND UP
WALL 6". PAINT TO MATCH
STUCCO COLOR
VARIES
METAL RAILING POST - WELD TO
SLEEVE. ALIGN CENTER OF THE
RAILING WITH THE CENTER OF THE
BEAM OR BLOCKING AS OCCURS
PROTECTION BOARD ON
WATERPROOFING MEMBRANE
SLOPED 2" CONC. TOPPING SLAB
PLYWOOD DECK
SLOPED WOOD JOIST WHERE
OCCURS
EXTERIOR SOFFIT BOARD
WOOD BEAM OR SOLID
BLOCKING UNDER GUARDRAIL
POST AS OCCURS
PRE-FAB ALUMINUM 'T' BAR W/
WEEP HOLES @ 2'-0" O.C.
WRAP FLEXIBLE FLASHING UNDER 'T'
BAR AND DOWN BEHIND STUCCO
6" - LAP OVER BUILDING PAPER
#12 SCREED DRIP
CONTINUOUS SEALANT
AND BACKER ROD
3"
SEALANT ALL AROUND RAILING @
CONCRETE
PAINT ALL METAL PRIOR TO
INSTALLING CONCRETE
2"
PRE-DRILL & FILL ALL BOLTS W/
SEALANT COMPATIBLE
W/WATERPROOFING
PROVIDE ADDITIONAL 2X
NAILER WHERE PROVIDED
GRID
SLOPED WOOD
FLOOR TRUSS
CR.LAURENCE ARS
ALUMINUM RAILING
SYSTEM - 200 SERIES
200 SERIES TOP CAP
LAMINATED GLASS
BALCONY EDGE 'T'
BAR WITH RAIN DRIP
AND WEEP HOLES
2'-6"
1" RIGID FOAM
INSULATION BD. OVER
WATER RESISTANT
BARRIER OVER WOOD
SHEATHING
WOOD BEAM, REFER
TO STRUCTURAL
VERTICAL SEAM
METAL WALL
PANELS OVER 7/8"
MTL. HAT CHANELS
22 GA. BREAK METAL
FASCIA. COLOR TO
MATCH METAL ROOF
5"
2"
CONTINUOUS
SEALANT AND
BACKER ROD
STUCCO
CASING BEAD
1" RIGID FOAM
INSULATION BD. OVER
WATER RESISTANT BARRIER
OVER WOOD SHEATHING
EXTERIOR GYP.
SOFFIT BOARD
SEE STRUCTURAL FOR
ROOF FRAMING
CONTINUOUS SEALANT
AND BACKER ROD
2" CONC. TOPPING
SLAB
SURFACE MOUNT AND
CLR BOTTOM PER MFR
SLOPE
1/8" /ft.
PROTECTION BOARD ON
WATERPROOFING
MEMBRANE
16
GRID
3'-6"
LEVEL 1
0'-0"
LEVEL 2
10'-6"
SLOPE
1/8" /ft.
A3.3.1
17
Sim
A3.3.1
9
Sim
#12 SCREED DRIP
STUCCO FASCIA
DRIP EDGE FLASHING
W/ FOAM STOP
SHEATHING WHERE
OCCURS PER STRUCT.
ELECTRICAL METER
PACKS PER ELEC.
SLOPE
WOOD STUDS PER PLAN
STAINLESS STEEL SHEET METAL
FLASHING (8" HIGH) OVER 60
MIL. WATERPROOFING
MEMBRANE. EXTEND UP
WALL 6" & DOWN CONCRETE
FOUNDATION 6"
CONTINUOUS SEALANT
A10.1
3
Sim
PER PLAN
EXTERIOR CONC. SLAB
STUCCO SYSTEM
WEATHER-RESISTIVE
BARRIER
UNIT
16
UNIT
3'-4"
CEMENTITIOUS COATED
FOAM ROOFING O/
ROOF SHEATHING
CONCRETE FOOTING AND
SLAB - RE: STRUCTURAL
UNDER SLAB
VAPOR BARRIER
FLOOR/CEILING
ASSEMBLY
SOFFIT VENT
SEE STRUCTURAL FOR
ROOF FRAMING
FOR CONSTRUCTION
OR RECORDING
SCHEMATIC NOT
A R C H I T E C T U R E. P L A N N I N G.
L A N D S C A P E A R C H I T E C T U R E.
+
CRITICAL THINKING / CREATIVE DESIGN
ASSOCIATES
TODD
4019 N. 44TH ST. / PHOENIX, AZ 85018
602 - 952 - 8280 / TODDASSOC.COM
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Proj Mgr.
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GLENDALE
SENIOR
APARTMENTS
DETAILS
A10.3
MERCY HOUSING
6515 W. MARYLAND AVE.
GLENDALE, AZ 85301
(623)-937-0418
09/19/22
100% DD Set
Design Development
MA
3" = 1'-0"
1
BALCONY AT EXTERIOR WALL - TYPICAL UNITS
3" = 1'-0"
2
BALCONY AT EXTERIOR WALL - TYPE "A" UNITS
1 1/2" = 1'-0"
9
BALCONY GUARD - FULL RAIL
1" = 1'-0"
7
BALCONY RAIL ELEVATION
6" = 1'-0"
5
BALCONY RAILING TO WALL CONNECTION
3/4" = 1'-0"
4
TRANSITION DECK FLASHING
1 1/2" = 1'-0"
3
PATIO WALL DETAIL - STUCCO
3" = 1'-0"
13 BALCONY 'T' BAR EDGE AT STUCCO
1 1/2" = 1'-0"
11 BALCONY- FULL GLASS RAIL
3/4" = 1'-0"
15 ELECTRICALSERVICE PANELS ENCLOSURE
PER PLAN
SQ CORNER BEAD,
NAIL TO TOP PLATE
BASE CABINET
6" PLUMBING WALL
3cm COUNTER TOP, PER
INTERIOR DESIGNER'S
SPECIFICATION
TOP OF
CONTER
COUNTERTOP W/
4" BACKSPLASH
CONT. SEALANT BETWEEN
COUNTERTOP & LAVATORY
1'-10"
38" MAX. TO BOTTOM OF THE MIRROR
3 1/2"1 1/2"
4"
2'-10" MAX. T.O. RIM
P-LAM APRON
INSULATE PIPES
PLASTIC LAMINATE
ACCESS PANELS (TYP.)
W/ SCREWS & FIN.
WASHERS
9"
6"
MIRROR MOUNTED
1/4" ABOVE
BACKSPLASH
CAULK BETWEEN
MIRROR AND
BACKSPLASH W/
CLEAR SILICONE
SEALANT
2X4
IN-WALL WOOD
BLOCKING BY G.C.
BETWEEN STUDS
NOTE:
PER ANSI 606.2 IF THERE IS A REACH TO FAUCET.
OUTLET, DISPENSER OR CONTROL EXCEEDING
THE 17" MIN., THE DIFFERENCE ("X") WILL BE
ADDED TO THE KNEE CLEARANCE, EXTENDING
THE STANDARD PROFILE UNDER THE
OBSTRUCTION. THE CLEAR FLOOR SPACE MUST
EXTEND BACK AS FAR AS THE REACH OVER THE
COUNTERTOP AND THE TOE CLEARANCE
EXTENDS 6" FROM THAT POINT. iN ADDITION, THE
"ANGLE" OF THE KNEE CLEARANCE IS A 1:6 RATIO
FROM 9" A.F.F. TO 27" A.F.F. OR A 3" MAX.
FRONT ELEVATION VIEW
SIDE ELEVATION VIEW
SURFACE MOUNT
WATER FOUNTAIN
FOR STANDING
USE
FINISH FLOOR
FINISH FLOOR
ADA COMPLIANT
SURFACE MOUNT
WATER FOUNTAIN
WITH BOTTLE
FILLER - 48" MAX.
TO BOTTLE FILLER
SENSOR
SURFACE MOUNT
WATER FOUNTAIN
FOR STANDING
USE
36" MAX PER ADA AT ORIFICE
2'-3" PER ADA
38"-43" ORIFICE HT. FOR STANDARD USE
36" MAX PER ADA AT ORIFICE
38"-43" ORIFICE HT. FOR STANDARD USE
2'-3" PER ADA
5" MAX. PER ADA
15" MIN. PER ADA
BOTTLE FILLER CONTROLS MAX. 48" A.F.F.
COUNTERTOP W/
4" BACKSPLASH
CONT. SEALANT BETWEEN
COUNTERTOP & LAVATORY
1'-10"
38" MAX. TO BOTTOM OF THE MIRROR
2'-5"
3 1/2"
1 1/2"
4"
2'-10" MAX. TOP OF RIM
MASTIC APPLIED
TO SCHEDULED
FINISH APRON
OVER 3/4"
PLYWOOD FACE
INSULATE DRAIN AND
HOT WATER PIPES.
ALLOW NO SHARP OR
ABRASIVE SURFACES
UNDER LAVATORIES.
LAVATORY BASE CABINET
SHALL BE REMOVABLE
(COUNTER TOP TO
REMAIN) UNDER THE FULL
30" MINIMUM FRONTAGE
OF LAVATORY.
17" MIN.
MIRROR MOUNTED
1/4" ABOVE
BACKSPLASH
CAULK BETWEEN
MIRROR AND
BACKSPLASH W/
CLEAR SILICONE
SEALANT
2X4
IN-WALL
WOOD
BLOCKING BY
G.C. BETWEEN
STUDS
THE FINISHED
FLOORING SHALL
EXTEND UNDER
THE COUNTER TO THE
WALL.
END PANEL
@ W.C.
USPS APPROVED
MAILBOX
5/8" GTP. BD
MAIL BOX SET IN A
CONT. SEALANT
BEAD
3/4" PLYWOOD ON
2X WOOD STUDS
4'-0" TO CENTER OF KEY HOLE
1'-3" MIN.
OPENING WITH MANUF.
VERIFY MAILBOX
5/8" GTP. BD
USPS APPROVED
MAILBOX
5/8" GYP.
BD
MAIL BOX TO BE
SET IN A
CONTINUOUS
BEAD OF
SEALANT - ALL
SIDES
3/4" PLYWOOD ON
2X WOOD STUDS
4'-0" TO CENTER OF KEY HOLE
15" MIN. PARCEL DOOR
28" MIN. TENANT DOOR
OPENING WITH MANUF.
VERIFY MAILBOX
5/8" GYP. BD
USPS APPROVED
MAILBOX
4'-0" TO CENTER OF KEY HOLE
PER PLAN
2 X 4 FRAMING @ 16" O.C LAG
BOLT TO BLOCKING AT BACK
AND SIDES
WOOD TRIM
2 X 2 SUPPORT LEGS AT 5'-0" O.C.
UNFINISHED SMOOTH WOOD
FINISH FLOOR
2 X 4 CONTINUOUS WOOD
SLEEPERS
3/4" PLYWOOD
PEG BOARD PER
ELEVATIONS
2'-10" A.F.F.
2'-6"
1 1/2"
2"
2X STUD AS SCHEDULED
1X CONTINUOUS NAILER
5/8" GYPSUM
BOARD
FACE FRAME /
CABINET FRONT
BY OTHERS
CABINET DOOR
BY OTHERS
5 SHELVES, TYP.
VERIFY W/ UNIT
PLANS
FIELD VERIFY OPENING
2'-6"
MECHANICAL UNIT
5/8" TYPE X GYP BD
3/4" PLYWOOD
FINISH
FLOOR
2x FRAMING
2x BLOCKING
2x FRAMED WALLS
SEE PLANS
VIBRATION ISOLATOR PER
MECHANICAL
RETURN AIR PLENUM
DUCT LINER BOARD
MECHANICAL GRILLE
3 1_
2" BATT ISNULATION
1"
2'-6"
4"
7"
1'-6"
1'-6"
1'-6"
1'-6"
3'-0" A.F.F.
2 X 4 FRAMING @ 16" O.C LAG
BOLT TO BLOCKING AT BACK
AND SIDES
WOOD TRIM
2 X 2 SUPPORT LEGS AT 5'-0"
O.C.
UNFINISHED SMOOTH WOOD
FINISH FLOOR
2 X 4 CONTINUOUS WOOD
SLEEPERS
PLYWOOD
2X2 HORIZONTAL
WOOD
BLOCKING
PEG BOARD
PER
ELEVATIONS
UNFINISHED SMOOTH WOOD
NOTE:
ALL WOOD SURFACES TO BE
SANDED SMOOTH/SEALED
AND PAINTED
SECTION "A"
ELEVATION
3/4" A/B PLYWOOD
SHELF - TYPICAL
1X2 WOOD CLEATS
AT WALL AND EDGES
U.N.O.
1'-3"
VARIES
1'-2"
1'-2"
1'-2"
1'-2"
1'-2"
1'-2"
3"
FINISH FLOOR
7'-0"
3'-4"
6'-8"
ROD
FOR CONSTRUCTION
OR RECORDING
SCHEMATIC NOT
A R C H I T E C T U R E. P L A N N I N G.
L A N D S C A P E A R C H I T E C T U R E.
+
CRITICAL THINKING / CREATIVE DESIGN
ASSOCIATES
TODD
4019 N. 44TH ST. / PHOENIX, AZ 85018
602 - 952 - 8280 / TODDASSOC.COM
Copyright 2021 Todd & Associates, Inc.
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f
PROJECT
NO.
CLIENT
SEAL
CONTACT
DATA
"PROMPT PAYMENT NOTICE"
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Proj Mgr.
Dwn By:
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Date:
Description:
Rev.
PHASE
22-2015-00
GLENDALE
SENIOR
APARTMENTS
DETAILS
A10.4
MERCY HOUSING
6515 W. MARYLAND AVE.
GLENDALE, AZ 85301
(623)-937-0418
09/19/22
100% DD Set
Design Development
MA
1 1/2" = 1'-0"
1
ACCESSIBLE LAVATORY
1" = 1'-0"
9
DRINKING FOUNTAINS
1 1/2" = 1'-0"
2
REMOVABLE BASE LAVATORY (KITCHEN SINK SIM.)
1" = 1'-0"
5
SECTION @ MAILBOX
1" = 1'-0"
6
SECTION @ BACK TO BACK MAILBOXES
1" = 1'-0"
8
WORK BENCH
1" = 1'-0"
3
FACE FRAME
1" = 1'-0"
4
MECHANICAL SHELF
1" = 1'-0"
7
WORK BENCH - MAINT. BLDG.
1/2" = 1'-0"
10 CLOSET SHELVES
1 1/2" = 1'-0"
11 ISLAND COUNTER DETAIL
MECHANICAL
COVER SHEET
M0.1
1.
ALL WORK INDICATED ON DRAWINGS AND/OR SPECIFICATIONS SHALL BE COORDINATED WITH WORKS OF OTHER TRADES PRIOR TO START
OF WORK.
2.
ALL PIPING AND DUCTWORK SHALL BE INSULATED CONSISTENT WITH THE REQUIREMENTS OF I.M.C. AND U.F.C. 3-410-01. PROVIDE NEW
INSULATION ON EXISTING DUCTWORK WHERE EXISTING INSULATION IS MISSING OR DAMAGED.
3.
ALL HVAC EQUIPMENT AND APPLIANCES SHALL MEET THE REQUIREMENTS OF I.M.C. AND U.F.C. 3-410-01.
4.
ALL HVAC SYSTEMS SHALL MEET THE CONTROL REQUIREMENTS OF I.M.C. AND U.F.C. 3-410-01.
5.
ALL VENTILATION SYSTEMS SHALL BE CONSTRUCTED AND INSTALLED IN ACCORDANCE WITH THE I.M.C. AND ASHRAE 62.1. ALL SYSTEMS
SHALL PROVIDE THE MINIMUM OUTSIDE AIR AS SHOWN ON THE MECHANICAL DRAWINGS, AND SHALL BE MEASURED AND CERTIFIED BY AN
INDEPENDENT QUALIFIED TESTING AGENCY.
6.
THE CONTRACTOR SHALL PROVIDE THE BUILDING OWNER, MANAGER, AND THE ORIGINAL OCCUPANTS A LIST OF THE HEATING,
VENTILATION, AND AIR CONDITIONING FEATURES, MATERIALS, AND COMPONENTS INSTALLED IN THE BUILDING AND OPERATING
INSTRUCTIONS.
7.
ALL SPACE CONDITIONING AND VENTILATION SYSTEMS SHALL BE BALANCED TO THE QUANTITIES SPECIFIED IN THESE PLANS, IN
ACCORDANCE WITH THE NATIONAL ENVIRONMENTAL BALANCING BUREAU (NEBB) PROCEDURAL STANDARDS, OR ASSOCIATED AIR BALANCE
COUNCIL (AABC) NATIONAL STANDARDS. TESTING AND BALANCING SHALL BE DONE BY AN INDEPENDENT QUALIFIED AGENCY. PER
SPECIFICATION SECTION 23 05 93.
8.
PRE-CONSTRUCTION AND POST-CONSTRUCTION TEST AND BALANCE (TAB) SHALL BE CONDUCTED IN ORDER TO ENSURE AIRFLOWS TO
OTHER AREAS OF THE BUILDING SERVED BY THE COMMON AIR HANDLING UNITS ARE MAINTAINED AT THEIR ORIGINAL DESIGN CONDITIONS.
9.
DUCT INSULATION SHALL HAVE A MINIMUM INSTALLED R-VALUE OF 6.0.
10.
DURING ALL PHASES OF CONSTRUCTION, TEMPORARILY COVER ALL ENDS OF DUCT OPENINGS TO PREVENT ENTRY OF DUST, MOISTURE,
AND GENERAL DIRT/DEBRIS. CONTRACTOR SHALL UTILIZE DUCTMATE 'PROGUARD' OR APPROVED EQUIVALENT PROTECTANT WRAP.
REMOVED ITEMS TO BE REUSED SHALL BE STORED IN A SECURED LOCATION AND PROTECTED FROM DAMAGE AND ENTRY OF DIRT/DEBRIS.
11.
BUILDING COMMISSIONING FOR HVAC, LIGHTING AND DOMESTIC HOT WATER SYSTEMS SHALL BE PERFORMED IN ACCORDANCE WITH
SPECIFICATION SECTION 01 45 00.05 20 AND UFC 3-410-01 AND U.F.C. 1-200-01. BUILDING AIR BALANCE SHALL BE SLIGHTLY POSITIVE.
12.
ZONE THERMOSTATS SHALL BE CONFIGURED TO PROVIDE A TEMPERATURE RANGE OR DEADBAND OF NOT LESS THAN 5°F PER IECC
C403.4.1.2.
13.
PROVIDE TEMPORARY MEANS OF BUILDING VENTILATION DURING CONSTRUCTION. THE PERMANENT HVAC SYSTEM SHALL ONLY BE USED
DURING CONSTRUCTION IF NECESSARY TO CONDITION THE BUILDING WITHIN REQUIRED TEMPERATURE RANGE FOR MATERIAL AND
EQUIPMENT INSTALLATION. IF THE HVAC SYSTEM IS USED DURING CONSTRUCTION, RETURN AIR FILTERS WITH A MINIMUM VALUE OF MERV 8
SHALL BE INSTALLED AT ALL RETURN REGISTERS. REPLACE ALL FILTERS IMMEDIATELY PRIOR TO OCCUPANCY.
·
·
·
·
·
·
FOR CONSTRUCTION
OR RECORDING
SCHEMATIC NOT
A R C H I T E C T U R E. P L A N N I N G.
L A N D S C A P E A R C H I T E C T U R E.
+
CRITICAL THINKING / CREATIVE DESIGN
ASSOCIATES
TODD
4019 N. 44TH ST. / PHOENIX, AZ 85018
602 - 952 - 8280 / TODDASSOC.COM
Copyright 2021 Todd & Associates, Inc.
p
f
PROJECT
NO.
CLIENT
SEAL
CONTACT
DATA
"PROMPT PAYMENT NOTICE"
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Also clear check box for instructions.
Proj Mgr.
Dwn By:
Rev.
Date:
Description:
Rev.
PHASE
22-2015-00
GLENDALE
SENIOR
APARTMENTS
MERCY HOUSING
6515 W. MARYLAND AVE.
GLENDALE, AZ 85301
(623)-937-0418
09/19/22
100% DD Set
Design Development
Author
| expect a difference |
www.salasobrien.com
09-19-22
4745 N. 7th STREET
TEL: (480) 966-6266
PHOENIX, AZ 85014
SUITE 200
MECHANICAL
SPECIFICATIONS
M0.2
DIVISION 23 - MECHANICAL
SECTION 23 00 00 - GENERAL REQUIREMENTS
PART 1 GENERAL
1.01 GENERAL REQUIREMENTS
A.
THE GENERAL CONDITIONS, SUPPLEMENTARY CONDITIONS, SPECIAL REQUIREMENTS, AND APPLICABLE PORTIONS
OF DIVISION 1 OF THE SPECIFICATION ARE A PART OF THIS DIVISION AND THE REQUIREMENTS CONTAINED HEREIN ARE
SUPPLEMENTARY TO THEM.
B.
THIS DIVISION IS AN INTEGRATED WHOLE COMPRISING INTERRELATED AND INTERDEPENDENT SECTIONS AND SHALL
BE CONSIDERED IN ITS ENTIRETY IN DETERMINING REQUIREMENTS.
C.
REFER TO OTHER SECTIONS OF THIS DIVISION FOR ADDITIONAL REQUIREMENTS OR INFORMATION REGARDING THE
SUBJECTS OF THIS SECTION.
1.02 DESCRIPTION
A.
PROVIDE A COMPLETE AND OPERABLE INSTALLATION, INCLUDING ALL LABOR, SUPERVISION, MATERIALS,
EQUIPMENT, TOOLS, APPARATUS, TRANSPORTATION, WAREHOUSING, RIGGING, SCAFFOLDING AND OTHER EQUIPMENT
AND SERVICES NECESSARY TO ACCOMPLISH THE WORK IN ACCORDANCE WITH THE INTENT AND MEANING OF THESE
DRAWINGS AND SPECIFICATIONS.
1.03 RELATED WORK
A.
COORDINATION: REFER TO ARCHITECTURAL, CIVIL, STRUCTURAL, AND ELECTRICAL DRAWINGS FOR THE
CONSTRUCTION DETAILS AND COORDINATE THE WORK OF THIS DIVISION WITH THAT OF OTHER DIVISIONS. ORDER THE
WORK OF THIS DIVISION SO THAT PROGRESS WILL HARMONIZE WITH THAT OF OTHER DIVISIONS AND ALL WORK WILL
PROCEED EXPEDITIOUSLY. THE WORK OF THIS DIVISION SHALL INCLUDE DIRECT RESPONSIBILITY FOR THE CORRECT
PLACING AND CONNECTION OF MECHANICAL WORK IN RELATION TO THE WORK OF OTHER DIVISIONS.
B.
EXAMINE OTHER DIVISIONS FOR WORK RELATED TO THE WORK OF THIS DIVISION ESPECIALLY DIVISION 16 -
ELECTRICAL.
1.04 EXISTING CONDITIONS
A.
VISIT THE SITE PRIOR TO BIDDING AND INVESTIGATE THE EXISTING CONDITIONS WHICH AFFECT OR WILL BE
AFFECTED BY THE WORK OF THIS DIVISION. BECOME THOROUGHLY FAMILIAR WITH THE WORKING CONDITIONS AND
TAKE INTO ACCOUNT ANY SPECIAL OR UNUSUAL FEATURES PECULIAR TO THIS JOB. BY THE ACT OF SUBMITTING A BID,
THE CONTRACTOR WILL BE DEEMED TO HAVE COMPLIED WITH THE FORGOING, TO HAVE ACCEPTED SUCH CONDITIONS,
AND TO HAVE MADE ALLOWANCE THEREFORE IN PREPARING HIS BID.
B.
THE LOCATIONS OF EXISTING CONCEALED UTILITY LINES ARE SHOWN IN ACCORDANCE WITH REFERENCE DATA
RECEIVED BY THE ARCHITECT. THE ARCHITECT DOES NOT GUARANTEE THE ACCURACY OF SUCH DATA. THE POINTS OF
CONNECTION ARE THEREFORE APPROXIMATE AND THE BIDDER SHALL INCLUDE ADEQUATE FUNDS IN HIS BID TO
COVER COSTS OF CONNECTION REGARDLESS OF THEIR EXACT LOCATION.
C.
EXERCISE EXTREME CAUTION DURING TRENCHING OPERATIONS. REPAIR THE DAMAGE CAUSED BY SUCH
OPERATIONS TO EXISTING UTILITY LINES AT NO COST TO THE OWNER, WHETHER THE LINES ARE SHOWN ON DRAWINGS
OR NOT.
1.05 DRAWINGS AND SPECIFICATIONS
A.
DRAWINGS AND SPECIFICATIONS ARE INTENDED TO COMPLEMENT EACH OTHER. WHERE A CONFLICT EXISTS
BETWEEN THE REQUIREMENTS OF THE DRAWINGS AND/OR THE SPECIFICATIONS, REQUEST CLARIFICATION.
B.
THE ARCHITECT SHALL INTERPRET THE DRAWINGS AND THE SPECIFICATIONS, AND HIS DECISION AS TO THE TRUE
INTENT AND MEANING THEREOF AND THE QUALITY, QUANTITY, AND SUFFICIENCY OF THE MATERIALS AND
WORKMANSHIP FURNISHED THERE UNDER SHALL BE ACCEPTED AS FINAL AND CONCLUSIVE.
C.
IN CASE OF CONFLICT NOT CLARIFIED PRIOR TO BIDDING DEADLINE, USE THE MOST COSTLY ALTERNATIVE (BETTER
QUALITY, GREATER QUANTITY, OR LARGER SIZE) IN PREPARING THE BID. A CLARIFICATION WILL BE ISSUED TO THE
SUCCESSFUL BIDDER AS SOON AS FEASIBLE AFTER THE AWARD AND IF APPROPRIATE A DEDUCTIVE CHANGE ORDER
WILL BE ISSUED.
D.
ALL PROVISIONS SHALL BE DEEMED MANDATORY EXCEPT AS EXPRESSLY INDICATED AS OPTIONAL BY THE WORD
"MAY" OR "OPTION".
1.06 CODES AND REGULATIONS
A.
BY SUBMITTING A BID, CONTRACTOR IS DEEMED TO REPRESENT HIMSELF AS COMPETENT TO ACCOMPLISH THE
WORK OF THIS DIVISION IN CONFORMANCE WITH ALL APPLICABLE CODES. IN CASE OF CONFLICT BETWEEN THE
CONTRACT DOCUMENTS AND THE CODE REQUIREMENTS, THE CODES SHALL TAKE PRECEDENCE. SHOULD SUCH
CONFLICTS APPEAR, CEASE WORK ON THE PARTS OF THE CONTRACT AFFECTED AND IMMEDIATELY NOTIFY THE
ARCHITECT IN WRITING. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CORRECT, AT NO COST TO THE OWNER,
ANY WORK HE EXECUTES IN VIOLATION OF CODE REQUIREMENTS. SPECIFY REFERENCES TO CODES ELSEWHERE IN
THIS DIVISION ARE EITHER TO AID THE CONTRACTOR IN LOCATING APPLICABLE INFORMATION OR TO DENY HIM
PERMISSION TO USE OPTIONS WHICH ARE PERMITTED BY CODES. WHERE CONFLICT OR VARIATION EXISTS AMONG
CODES, THE MOST STRINGENT SHALL GOVERN.
PART 2 PRODUCTS
2.01 MATERIALS AND EQUIPMENT
A.
STANDARD PRODUCTS: MATERIALS AND EQUIPMENT SHALL BE ESSENTIALLY THE STANDARD CATALOGED
PRODUCTS OF MANUFACTURERS REGULARLY ENGAGED IN PRODUCTION OF SUCH MATERIALS OR EQUIPMENT AND
SHALL BE THEIR LATEST STANDARD DESIGNS THAT COMPLY WITH THE SPECIFICATION REQUIREMENTS. MATERIALS
AND EQUIPMENT SHALL DUPLICATE ITEMS THAT HAVE BEEN IN SATISFACTORY COMMERCIAL OR INDUSTRIAL USE AT
LEAST TWO YEARS PRIOR TO BID OPENING. WHERE TWO OR MORE UNITS OF THE SAME TYPE OF EQUIPMENT ARE
REQUIRED, THESE UNITS SHALL BE PRODUCTS OF A SINGLE MANUFACTURER. THE COMPONENTS THEREOF, HOWEVER,
ARE NOT REQUIRED TO BE EXCLUSIVELY OF THE SAME MANUFACTURER. EACH MAJOR COMPONENT OF EQUIPMENT
SHALL HAVE MANUFACTURER'S NAME, ADDRESS, MODEL, AND SERIAL NUMBER ON A NAMEPLATE SECURELY AFFIXED IN
A CONSPICUOUS PLACE. THE NAMEPLATE OF THE DISTRIBUTING AGENT WILL NOT BE ACCEPTABLE.
B.
WHENEVER ON THE PLANS, OR IN THESE SPECIFICATIONS, PRODUCTS ARE IDENTIFIED BY THE NAME OF ONE
MANUFACTURER, IT IS INTENDED THAT EQUIVALENT PRODUCTS OF OTHER MANUFACTURERS ARE ACCEPTABLE,
UNLESS OTHERWISE INDICATED, IF ACCEPTED AS A SUBSTITUTION BY THE ARCHITECT. WHERE THREE OR MORE
MANUFACTURERS ARE LISTED AS "ACCEPTABLE MANUFACTURERS" HOWEVER, THEN THE PRODUCTS FURNISHED
SHALL BE THE PRODUCT OF ONE OF THE MANUFACTURERS LISTED. MANUFACTURERS LISTED AS "ACCEPTABLE
MANUFACTURERS" SHALL MEET QUALITY AND PERFORMANCE OF A PARTICULAR ONE SPECIFIED BY BOTH NAME AND
CATALOG NUMBER.
2.02 SUBSTITUTIONS
A.
GENERAL: SHOULD THE CONTRACTOR DESIRE TO SUBSTITUTE FOR SPECIFIED PRODUCTS, HE SHALL SUBMIT WITH
THE MATERIAL LIST A COMPLETE LIST OF THE REQUESTED SUBSTITUTIONS. THE REQUEST SHALL CONTAIN COMPLETE
DESCRIPTIVE INFORMATION OF THE PRODUCTS. SAMPLES FOR EVALUATION SHALL ALSO BE SUBMITTED UPON THE
ARCHITECT'S REQUEST. IF IN THE ARCHITECT'S OPINION THE PRODUCTS AS PRESENTED IN THIS FIRST SUBMITTAL ARE
IN VARIANCE WITH THE SPECIFIED PRODUCTS, OR IF THE INFORMATION SUBMITTED IS NOT SUFFICIENTLY COMPLETE
TO ALLOW PROPER EVALUATION, THE SUBSTITUTION WILL BE DISALLOWED FROM CONSIDERATION AND THE SPECIFIED
PRODUCTS SHALL BE FURNISHED. BY PROPOSING A SUBSTITUTION, IT IS DEEMED THAT THE CONTRACTOR SHALL BEAR
THE COST OF ANY CHANGES (WHETHER ARCHITECTURAL, STRUCTURAL, ELECTRICAL OR MECHANICAL) NECESSARY TO
ACCOMMODATE THE SUBSTITUTION.
2.03 SUBMITTALS
A.
GENERAL:
1. PROVIDE FOR ALL ITEMS IN ACCORDANCE WITH THE DIVISION 1 SECTION COVERING SUBMITTALS AND AS HEREIN
SPECIFIED. WHERE WARRANTY OF LONGER THAN ONE YEAR IS SPECIFIED, INCLUDE SUCH WARRANTY WITH
SUBMITTAL. ARCHITECT'S REVIEW OF THE SUBMITTAL IS ONLY FOR GENERAL CONFORMANCE WITH DESIGN
COMPLIANCE WITH THE INFORMATION GIVEN IN THE CONTRACT DOCUMENTS. THE CONTRACTOR IS RESPONSIBLE
FOR CONFORMATION AND CORRELATION OF THE DIMENSIONS, QUANTITIES AND SIZES, FOR INFORMATION THAT
PERTAINS TO FABRICATION METHODS OR CONSTRUCTION TECHNIQUES, AND FOR COORDINATION OF WORK OF ALL
DIVISIONS OF THE WORK. DEVIATIONS, IF ANY, FROM CONTRACT DOCUMENTS SHALL BE CLEARLY AND
COMPLETELY INDICATED (BY A SEPARATE LETTER IF DEVIATIONS ARE EXTENSIVE) IN THE SUBMITTALS, AND THE
LACK OF SUCH IS DEEMED COMPLETE COMPLIANCE WITH CONTRACT DOCUMENTS WITHOUT ANY DEVIATIONS.
SUBMITTALS FAVORABLY PROCESSED WILL NOT RELIEVE THE CONTRACTOR OF RESPONSIBILITY FOR DEVIATIONS
NOT SO REPORTED NOR FOR ERRORS IN THE SUBMITTAL.
2. ALL SUBMITTALS SHALL BE COMPLETE AND WITH CATALOG DATA AND INFORMATION PROPERLY MARKED TO SHOW,
AMONG OTHER THINGS, EQUALITY OF MATERIAL (WHERE SUBSTITUTION IS ALLOWED AND DESIRED), ADEQUACY IN
CAPACITY AND PERFORMANCE TO MEET MINIMUM CAPACITIES OF PERFORMANCE AS SPECIFIED OR INDICATED.
ARRANGE THE SUBMITTALS IN THE SAME SEQUENCE AS THESE SPECIFICATIONS, AND REFERENCE (AT THE UPPER
RIGHT-HAND CORNER) THE PARTICULAR SPECIFICATION PROVISION FOR WHICH EACH SUBMITTAL IS INTENDED.
COMPLETE DESCRIPTIVE SUBMITTALS ARE REQUIRED FOR ALL DIVISION 15 WORK. INCOMPLETE SUBMITTALS WILL
BE REJECTED.
B.
SHOP DRAWINGS: SUBMIT SHOP DRAWINGS WITH SUCH PROMPTNESS AS TO CAUSE NO DELAY IN THE WORK. DO
NOT COMMENCE FABRICATION OF THE EQUIPMENT UNTIL THE APPROVED DRAWINGS ARE RECEIVED FROM THE
OWNER'S REPRESENTATIVE.
PART 3 EXECUTION
3.01 WORKMANSHIP AND INSTALLATION METHODS
A.
WORKMANSHIP SHALL BE IN THE BEST STANDARD PRACTICE OF THE TRADE.
B.
EXECUTE THE WORK SO AS TO CONTRIBUTE TO EASE OF OPERATION AND MAINTENANCE, MAXIMUM ACCESSIBILITY
AND BEST APPEARANCE. EXECUTE IT SO THAT THE INSTALLATION WILL CONFORM AND ADJUST ITSELF TO THE
BUILDING STRUCTURE, ITS EQUIPMENT AND ITS USAGE. THE WORK SHALL BE SYMMETRICAL, PLUMB, UNIFORM,
PROPERLY ALIGNED, AND FIRMLY SECURED IN PLACE.
C.
INSTALL EQUIPMENT IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS
UNLESS OTHERWISE NOTED OR SPECIFIED.
3.02 DELIVERY, HANDLING, STORAGE OF MATERIALS AND PROTECTION OF WORK
A.
PROTECT MATERIALS AGAINST DIRT, WATER, CHEMICAL AND MECHANICAL DAMAGE BOTH WHILE IN STORAGE AND
DURING CONSTRUCTION.
B.
COVER MATERIALS IN SUCH A MANNER THAT NO FINISHED SURFACES WILL BE DAMAGED, MARRED OR SPLATTERED
WITH PLASTER OR PAINT AND ALL MOVING PARTS WILL BE KEPT CLEAN AND DRY.
C.
REPLACE OR REFINISH ANY DAMAGED MATERIALS INCLUDING FRONTS OF CONTROL PANELS, DUCTWORK FITTINGS,
AND SHOP FABRICATED DUCTWORK.
D.
KEEP CABINETS AND OTHER OPENINGS CLOSED TO PREVENT ENTRY OF FOREIGN MATTER.
E.
COVER ENDS OF DUCTWORK NOT YET CONNECTED TO AIR DISTRIBUTION DEVICES UNTIL FINAL CONNECTION HAS
BEEN MADE.
3.03 CLEANUP AND HOUSEKEEPING
A.
CLEANING SHALL BE DONE AS THE WORK PROCEEDS. PERIODICALLY REMOVE WASTE AND DEBRIS TO KEEP THE
SITE AS CLEAN AS IS PRACTICAL.
B.
LEAVE EXPOSED PARTS OF THE MECHANICAL WORK IN A NEAT, CLEAN AND USABLE CONDITION, WITH PAINTED
SURFACES UNBLEMISHED AND PLATED METAL SURFACES POLISHED.
3.04 PROJECT CONDITIONS
A.
SITE EXAMINATIONS AND CONDITIONS:
1. REGARD INFORMATION RELATIVE TO EXISTING CONDITIONS, SERVICES AND STRUCTURE AS APPROXIMATE ONLY.
VERIFY DIMENSIONS AND LOCATIONS, AND BE KNOWLEDGEABLE OF ALL WORKING CONDITIONS BEFORE
SUBMITTING BID. VERIFY PRESSURE, LOCATION, SIZE, AND ELEVATION OF EXISTING SERVICES (TO WHICH POINTS
OF CONNECTION ARE TO BE MADE OR CROSSED) AS SOON AS POSSIBLE AND PRIOR TO COMMENCEMENT OF ANY
NEW WORK.
2. MAKE MINOR DEVIATIONS NECESSARY TO CONFORM WITH ACTUAL LOCATIONS AND CONDITIONS. SUBMISSION OF
BID PRESUMES PROPER EXAMINATION OF SITE, LOCATIONS, DIMENSIONS AND CONDITIONS, AND NO ADDITIONAL
COST WILL BE HONORED FOR LACK OF SUCH EXAMINATIONS.
B.
EXISTING SERVICES: EXAMINE THE CONTRACT DRAWINGS AND VISIT THE PROJECT SITE TO ASCERTAIN THE EXTENT
OF THE EXISTING SERVICES. WHERE EXISTING EQUIPMENT/SERVICES SERVING EXISTING STRUCTURES AND/OR
EXISTING STRUCTURES TO BE DEMOLISHED ARE TO REMAIN IN SERVICE, REROUTE, RELOCATE, OR EXTEND SUCH
EXISTING EQUIPMENT AND/OR SERVICES TO ACCOMMODATE THIS PROJECT WITHOUT ADDITIONAL COST.
C.
INTERRUPTION OF EXISTING SERVICES: WHERE IT IS NECESSARY TO REROUTE EXISTING SERVICES OR UTILITIES, OR
TO MAKE CONNECTIONS OF NEW WORK TO EXISTING SERVICES OR UTILITIES, GIVE TIMELY WRITTEN NOTICE OF SUCH
INTENT TO THE OWNER AND SECURE WRITTEN APPROVAL BEFORE PROCEEDING. MAKE ALL SUCH INTERRUPTIONS AT
SUCH TIME AS PERMITTED BY THE OWNER. ANTICIPATE SUCH INTERRUPTIONS TO BE MADE OUTSIDE OF NORMAL
WORKING HOURS OR NORMAL WORKING DAYS; THEREFORE, NO ADDITIONAL COST WILL BE PERMITTED FOR SUCH
WORK. EXCEPT IN A CASE OF EMERGENCY INVOLVING LIFE, LIMB OR HEALTH, DO NOT OPERATE ANY EXISTING
EQUIPMENT (INCLUDING VALVES). WHERE SUCH OPERATIONS ARE NECESSARY, THEY SHALL BE PERFORMED BY THE
OWNER'S PERSONNEL.
D.
ACCESS AND PLACEMENT OF WORK:
1. CHECK AND COORDINATE FOR CLEARANCE, ACCESSIBILITY AND PLACEMENT OF EQUIPMENT EITHER BY GOING
THROUGH OPENINGS PROVIDED OR BY PLACING EQUIPMENT DURING CONSTRUCTION. ORDERING OF EQUIPMENT
TO BE SHIPPED, DISASSEMBLED, OR DISASSEMBLY OF EQUIPMENT AT PROJECT SITE AND RE-ASSEMBLY OF
EQUIPMENT TO ACCOMPLISH THIS REQUIREMENT SHALL BE EXECUTED WITHOUT ADDITIONAL COST. WHERE
PROVIDED OPENINGS ARE INADEQUATE TO ACCOMMODATE EQUIPMENT, PROVIDE NEW OPENINGS AND
RESTORATION OF SAME, ALL AT NO ADDITIONAL COST. OBTAIN WRITTEN APPROVAL FOR NEW OPENINGS BEFORE
PROCEEDING.
2. VERIFY LOCATION OF ALL AAAAAAAAAAAAAAAAAAAA FIXTURES AND EQUIPMENT WITHIN FINISHED SPACES WITH THE
ARCHITECTURAL DRAWINGS. IN THE EVENT THAT MECHANICAL DRAWINGS DO NOT INDICATE EXACT LOCATIONS,
OR ARE IN CONFLICT WITH THE ARCHITECTURAL DRAWINGS, OBTAIN INFORMATION REGARDING PROPER
LOCATIONS. INSTALLATION OF WORK WITHOUT PROPER INSTRUCTION UNDER SUCH CIRCUMSTANCES WILL RESULT
IN RELOCATION OF WORK, WHEN DIRECTED, WITHOUT ADDITIONAL COST.
3. VERIFICATION AND COORDINATION: DRAWINGS INDICATING SUGGESTED DISTRIBUTION ROUTES ARE DIAGRAMMATIC
ONLY, AND ALL SCALED AND FIGURED DIMENSIONS ARE APPROXIMATE AND ARE INDICATED FOR ESTIMATING
PURPOSES ONLY. THE DRAWINGS DO NOT INDICATE NECESSARY OFFSETS AND LIKE ITEMS. DO NOT CONSTRUE
CONTRACT
DRAWINGS AS FABRICATION DRAWINGS. PRIOR TO FABRICATION AND INSTALLATION OF WORK,
VERIFY ALL DIMENSIONS, SIZES AND DISTRIBUTION ROUTES WITH ACTUAL CONDITIONS, AND
PREPARE SUBMITTAL AND FABRICATION DRAWINGS. COORDINATE TO AVOID POSSIBLE
CONFLICTS AND RESOLVE SAME WHERE SUCH EXIST. INSTALL WORK TO CONFORM TO
STRUCTURE, AVOID OBSTRUCTION, PRESERVE HEADROOM, AND KEEP OPENINGS AND
PASSAGEWAY CLEAR. CHANGES NECESSARY, RESULTING FROM SUCH VERIFICATION AND
COORDINATION, SHALL NOT BE CAUSE FOR ADDITIONAL COST.
3.05 WARRANTY
A.
GUARANTEE, IN WRITING, ALL WORK AGAINST FAULT OF ANY PRODUCT OR WORKMANSHIP FOR A
PERIOD OF NOT LESS THAN ONE YEAR AFTER FORMAL ACCEPTANCE BY THE OWNER; EXCEPT,
WHERE LONGER PERIODS ARE SPECIFIED IN THE SPECIFICATIONS, SUCH LONGER PERIODS SHALL
GOVERN. HOWEVER, WHEN ANY COMPONENT FAILS AT ANY TIME DURING THIS PERIOD, THE
WARRANTY PERIOD FOR SUCH COMPONENT AND ALL OTHER COMPONENTS THAT ARE INACTIVE
BECAUSE OF SAID FAILURE SHALL BE SUSPENDED. THE WARRANTY PERIOD FOR SUCH COMPONENT
SHALL RESUME RUNNING FOR THE REMAINING PORTION OF THE WARRANTY PERIOD WHEN FAILED
COMPONENT IS COMPLETELY REPAIRED AND IN OPERATION; HOWEVER, IN NO CASE SHALL THE
RESUMED PORTION OF THE WARRANTY PERIOD BE LESS THAN 3 MONTHS IN DURATION.
B.
NEITHER PAYMENTS FOR WORK, NOR TOTAL OR PARTIAL OCCUPANCY OF WORK BY THE OWNER,
WITHIN OR PRIOR TO THE WARRANTY PERIOD SPECIFIED, SHALL BE CONSTRUED AS ACCEPTANCE
OF FAULTY WORK OR SHALL CONDONE ANY NEGLIGENCE OF OMISSION OF CONTRACTOR IN DOING
THE WORK.
3.06 SAFETY REQUIREMENTS
A.
ENCLOSE AND GUARD BELTS, PULLEYS, CHAINS, GEARS, COUPLINGS, PROJECTING SETSCREWS,
KEYS AND OTHER ROTATING PARTS IN ACCORDANCE WITH THE OSHA 1910.219. INSULATE, GUARD,
AND COVER ANY HIGH-TEMPERATURE EQUIPMENT AND PIPING SO LOCATED AS TO ENDANGER
PERSONNEL OR CREATURE A FIRE HAZARD.
3.07 MANUFACTURER'S RECOMMENDATIONS
A.
WHERE INSTALLATION PROCEDURES OR ANY PART THEREOF ARE REQUIRED TO BE IN
ACCORDANCE WITH THE RECOMMENDATIONS OF THE MANUFACTURER OF THE MATERIAL OR
EQUIPMENT BEING INSTALLED, FURNISH PRINTED COPIES OF THESE RECOMMENDATIONS TO THE
INSTALLING CONTRACTOR AND ARCHITECT PRIOR TO INSTALLATION. DO NOT PROCEED WITH THE
INSTALLATION OF THE ITEM UNTIL THE RECOMMENDATIONS ARE RECEIVED. FAILURE TO FURNISH
THESE RECOMMENDATIONS CAN BE CAUSE FOR REJECTION OF THE MATERIAL.
END OF SECTION 23 00 00
SECTION 23 05 93 - TESTING, ADJUSTING, AND BALANCING
PART 1 GENERAL
1.01 QUALIFICATIONS
A.
AGENCY QUALIFICATIONS: THE CONTRACTOR, AS PART OF THIS CONTRACT, SHALL OBTAIN THE
SERVICES OF A QUALIFIED TESTING ORGANIZATION TO PERFORM THE TESTING AND BALANCING
WORK AS HEREIN SPECIFIED. PRIOR TO COMMENCING WORK UNDER THIS SECTION OF THE
SPECIFICATIONS, THE TESTING ORGANIZATION SHALL HAVE BEEN APPROVED BY THE ARCHITECT.
THE CRITERIA FOR DETERMINING QUALIFICATIONS SHALL BE MEMBERSHIP IN THE ASSOCIATED AIR
BALANCE COUNCIL (AABC) AND/OR CERTIFICATION BY THE NATIONAL ENVIRONMENTAL BALANCING
BUREAU (NEBB) AND/OR CERTIFICATION BY THE TESTING, ADJUSTING, AND BALANCING BUREAU
(TABB) OR EQUAL. ALTERNATIVELY, THE TESTING ORGANIZATION SHALL HAVE SUBMITTED PROOF
TO SATISFY THE ARCHITECT THAT THE ORGANIZATION MEETS THE TECHNICAL STANDARDS FOR
MEMBERSHIP OF THE AABC AS PUBLISHED IN THE AABC, NATIONAL STANDARDS FOR TOTAL SYSTEM
BALANCE (NSFTSB).
1.02 TEST REPORTING
A.
UPON COMPLETION OF THE TESTS, COMPILE THE TEST DATA, AND SUBMIT [7] COPIES OF THE
COMPLETE TEST DATA IN ACCORDANCE WITH DIVISION 1 TO THE ARCHITECT FOR EVALUATION AND
APPROVAL. THE INDEPENDENT AIR BALANCE AGENCY SHALL COMPLY WITH ALL STANDARDS AS SET
FORTH BY THE ASSOCIATED AIR BALANCE COUNCIL.
1.03 ACCURACY
A.
ADJUST TERMINAL DEVICES TO WITHIN PLUS OR MINUS 10 PERCENT OF VALUES SHOWN ON
DRAWINGS.
1.04 PROCEDURE
A.
THE AIR AND BALANCING PROCEDURE SHALL BE STOPPED IF A MAJOR ERROR, DEFICIENCY OR
INCOMPLETE INSTALLATION IF DISCOVERED. SUCH DEFICIENCY SHALL BE CORRECTED BY THE
CONTRACTOR. BALANCING SHALL THEN BE RE-STARTED AT NO ADDITIONAL COST TO THE OWNER.
PART 2 PRODUCTS
2.01 TEST REPORTING FORMS [S]
A.
TEST FORMS USED BY BALANCING ENGINEERS AND TECHNICIANS SHALL BE SET-UP TO INCLUDE
THE FOLLOWING INFORMATION: EACH SHEET SHALL HAVE JOB NAME AND ADDRESS, NAME OF AIR
CONDITIONING CONTRACTOR, ARCHITECT AND ENGINEER, INSTRUMENTS USED TO PERFORM TESTS,
AND NAME OF TEST TECHNICIAN OR TEST ENGINEER. ALL FORMS SHALL BE SUBMITTED ON
STANDARD 8-1/2 X 11 GOOD QUALITY PAPER, AND BE BOUND TOGETHER TO FORM A COMPLETE
REPORT. ALL FORMS SHALL BE SUBMITTED IN TYPEWRITTEN FORM; HANDWRITTEN FORMS ARE NOT
ACCEPTABLE. COVER OR FIRST SHEET SHALL LIST NAME OF JOB AND LOCATION OF SAME. A
MINIMUM OF 7 COPIES SHALL BE SUBMITTED.
B.
DIFFUSERS AND REGISTERS:
1. EACH SHEET SHALL CONTAIN TWO COLUMNS, ONE SHALL LIST SPECIFIED OR REQUIRED
CONDITIONS AND DIRECTLY OPPOSITE SHALL LIST TEST CONDITIONS OBTAINED.
2. SHEETS SHALL LIST THE FOLLOWING ITEMS:
a.
FAN SYSTEMS AND ELECTRONIC ZONE DAMPERS
b.
ROOM NUMBER OR AREA DESIGNATION.
c.
OUTLET CODE NUMBER WHICH SHALL CORRESPOND TO CODE NUMBER OF OUTLET ON AIR
BALANCE CODE DRAWING.
d.
SIZE OF OUTLET- MANUFACTURER'S LISTED SIZE.
e.
TYPE OF OUTLET- PER MANUFACTURER'S MODEL DESIGNATION.
f.
MANUFACTURER OF OUTLET.
g.
MANUFACTURER'S EFFECTIVE AREA FOR EACH SIZE.
h.
REQUIRED FPM AND REQUIRED CFM OF EACH OUTLET.
i.
FINAL RESULTANT FPM AND CFM OF EACH OUTLET.
C.
AIR HANDLING EQUIPMENT TEST SHEETS:
1. EACH SHEET SHALL CONTAIN TWO COLUMNS, ONE SHALL LIST SPECIFIED OR REQUIRED
CONDITIONS AND DIRECTLY OPPOSITE SHALL TEST CONDITIONS OBTAINED.
2. SHEETS SHALL LIST THE FOLLOWING ITEMS:
a.
FAN TYPE (ARRANGEMENT, DISCHARGE AND CLASS)
b.
SYSTEM FAN NUMBER
c.
FAN MANUFACTURER AND MODEL NUMBER
d.
TOTAL CFM
e.
RETURN AIR CFM
f.
OUTSIDE AIR CFM
g.
TOTAL STATIC PRESSURE
h.
SUCTION STATIC PRESSURE
i.
COIL PRESSURE DROP
j.
FAN RPM (S)
k.
SHEAVE AND PULLEY SIZE
l.
BELT SIZES AND NUMBER
m.
MOTOR MANUFACTURER
n.
MOTOR HP, VOLTAGE & PHASE
o.
FINAL OPERATING AMPERAGE
D.
EXHAUST FAN TEST SHEETS:
1. EACH SHEET SHALL CONTAIN TWO COLUMNS, ONE SHALL LIST SPECIFIED OR REQUIRED
CONDITIONS AND DIRECTLY OPPOSITE SHALL LIST TEST CONDITIONS OBTAINED.
2. SHEETS SHALL LIST THE FOLLOWING ITEMS:
a.
SYSTEM FAN NUMBER
b.
FAN MANUFACTURER
c.
SIZE AND MODEL
d.
MOTOR MANUFACTURER
e.
MOTOR HP, VOLTAGE AND PHASE
f.
AMPERAGE NAMEPLATE RATING
g.
FINAL OPERATING AMPERAGE
h.
FAN RPM
i.
SHEAVE AND PULLEY SIZE
j.
TOTAL CFM
E.
TEST, CODE DRAWINGS:
1. EACH REPORT SHALL CONTAIN A SINGLE LINE DRAWING OF AIR DISTRIBUTION SYSTEM WITH FAN
SYSTEM AND ZONE NUMBER INDICATED. EACH AND EVERY OUTLET, SUPPLY, AND RETURN
SHALL BE INDICATED ON THIS DRAWING BY A NUMBER CORRESPONDING TO THE NUMBER ON
THE OUTLET TEST SHEET, ENABLING THE ARCHITECT TO LOCATE EACH OUTLET FOR THIS
DRAWING.
2. DRAWING SHALL BE CLEAR AND NEAT AND SHALL LIST NAME OF JOB AND LOCATION OF SAME.
PART 3 EXECUTION
3.01 PROCEDURE - AIR SYSTEMS
A.
THE BALANCE AGENCY SHALL PERFORM THE TESTS, AND BALANCE THE SYSTEM IN ACCORDANCE
WITH THE FOLLOWING REQUIREMENTS:
1. TEST AND ADJUST FAN RPM TO DESIGN REQUIREMENTS.
2. TEST AND ADJUST FANS IN AIR HANDLING UNITS TO THE CFM SHOWN ON DRAWINGS.
3. TEST AND RECORD MOTOR FULL LOAD AMPERES.
4. MAKE PITOT TUBE TRAVERSE OF MAIN SUPPLY DUCTS AND OBTAIN DESIGN CFM AT FANS.
5. TEST AND RECORD SYSTEM STATIC PRESSURE, SUCTION, DISCHARGE AND TOTAL.
6. TEST AND ADJUST SYSTEM FOR DESIGN CFM RECIRCULATED AIR.
7. TEST AND RECORD ENTERING AIR TEMPERATURES (DB AND WB).
8. TEST AND RECORD LEAVING AIR TEMPERATURES (DB AND WB).
9. ADJUST ALL MAIN SUPPLY AND RETURN AIR DUCTS TO PROPER DESIGN CFM.
10.ADJUST ALL ZONES TO PROPER DESIGN CFM, SUPPLY AND RETURN.
11.TEST AND ADJUST EACH DIFFUSER AND REGISTER TO WITHIN 10 PERCENT OF DESIGN
REQUIREMENTS.
12.EACH DIFFUSER AND REGISTER SHALL BE IDENTIFIED AS TO LOCATION AND AREA.
13.SIZE, TYPE AND MANUFACTURER OF DIFFUSERS AND REGISTERS SHALL INCLUDE REQUIRED
VELOCITY AND TEST RESULTANT VELOCITY, REQUIRED CFM AND TEST RESULTANT CFM AFTER
ADJUSTMENTS.
14.READINGS AND TESTS OF DIFFUSERS AND REGISTERS SHALL INCLUDE REQUIRED VELOCITY AND
TEST RESULTANT CFM AFTER ADJUSTMENTS.
15.IN COOPERATION WITH THE CONTROL MANUFACTURER'S REPRESENTATIVE, SET ADJUSTMENTS
OF AUTOMATICALLY
OPERATED DAMPERS TO OPERATE AS INDICATED.
16.ALL DIFFUSERS AND REGISTERS SHALL BE ADJUSTED TO MINIMIZE DRAFTS IN ALL AREAS.
17.AS PART OF THE WORK OF THIS CONTRACT, THE CONTRACTOR SHALL MAKE ALL CHANGES IN THE
PULLEYS AND BELTS FOR CORRECT BALANCE AS REQUIRED AT NO ADDITIONAL COST TO THE OWNER.
THE CONTRACTOR WILL PAY THE COST OF DRIVE ASSEMBLIES THAT ARE CHANGED.
18.CONTRACTOR SHALL WORK WITH THE AIR MEASURING PRODUCTS MANUFACTURER TO ENSURE SUPPLY
FANS ARE ADJUSTED FOR PROPER TRACKING. RECORD STATIC SET POINTS AND SUPPLY FAN
DIFFERENTIALS IN BALANCE REPORT.
END OF SECTION 23 05 93
SECTION 23 21 13 - HYDRONIC PIPING
PART 1 GENERAL
NOT USED
PART 2 PRODUCTS
2.01 MATERIALS AND EQUIPMENT
A.
HOT WATER PIPING ABOVE GRADE SHALL BE COPPER TYPE 'L'. HOT WATER PIPING BELOW GRADE SHALL
BE COPPER TYPE 'K'. HOT WATER PIPING AND FITTINGS SHALL BE INSULATED WITH POLYURETHANE FOAM
INSULATION. HOT WATER PIPING AND FITTINGS INSIDE BUILDING SHALL HAVE HARD PVC PROTECTIVE
COVERING. HOT WATER PIPING AND FITTINGS OUTSIDE BUILDING SHALL HAVE STAINLESS STEEL
PROTECTIVE COVERING. HOT WATER PIPING AND FITTINGS BELOW GRADE SHALL BE PRE-INSULATED WITH
A COPPER CARRIER, POLYURETHANE FOAM INSULATION, AND AN HDPE CASING. INSULATION THICKNESS TO
BE MIN. TO MEET CURRENT ENERGY CODE (IECC 2018)
B.
PROPRESS, AND SIMILAR APPROVED EQUAL, MECHANICAL FASTENERS ARE ALLOWED FOR HYDRONIC
PIPING INSTALLATION UP TO 2.5" DIAMETER. MECHANICAL FASTENERS MUST BE INSTALLED BY A LICENSED
INSTALLER FAMILIAR WITH SAID SYSTEMS AND MUST CONFORM TO REQUIREMENTS WITHIN THE ICC, IMC,
AND INTERNATIONAL BUILDING CODE. PRESS FITTINGS MUST CONFORM TO ASME B16.18, ASME B16.22, OR ASME
B16.26. INSTALLING CONTRACTOR MUST INSTALL ALL FITTINGS PER MANUFACTURERS INSTRUCTIONS.
PART 3 EXECUTION
NOT USED
END OF SECTION 23 21 13
SECTION 23 33 00 - DUCTWORK AND ACCESSORIES
PART 1 GENERAL
1.01 GENERAL REQUIREMENTS
A.
ALL DUCTWORK SHALL ADHERE TO THE STRICTEST OF REGULATIONS AS REFERENCED IN THE SHEET
METAL AND AIR CONDITIONING CONTRACTORS NATIONAL ASSOCIATION, INC. (SMACNA) PUBLICATIONS,
INTERNATIONAL MECHANICAL CODE, APPLICABLE EDITION (IMC), INTERNATIONAL BUILDING CODE, APPLICABLE EDITION
(UBC), AND NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) STANDARDS.
PART 2 PRODUCTS
2.01 SHEET METAL MATERIALS [S]
A.
GALVANIZED STEEL SHEETS: GALVANIZED SHEET STEEL (ASTM A 527) OF LOCK FORMING QUALITY, WITH A
MINIMUM COATING OF 1-1/4 OUNCES ZINC TOTAL FOR BOTH SIDES PER SQUARE FOOT CONFORMING TO THE
REQUIREMENTS OF IMC.
2.02 DUCTS OF PRESSURE CLASSES 2-INCHES OR LESS WATER GAUGE (W.G.) [S]
A.
CONSTRUCT DUCTWORK OF GALVANIZED STEEL SHEETS.
B.
ELBOWS:
1. CURVED ELBOWS: MAKE A CENTERLINE RADIUS NOT LESS THAN 1-1/2 TIMES THE WIDTH OR DIAMETER OF
THE DUCT.
2. SQUARE ELBOWS: PROVIDE FACTORY-FABRICATED AND FACTORY-OR-FIELD-ASSEMBLED UNITS WITH
SINGLE OR DOUBLE-WALL CURVED VANES.
C.
JOINTS: MAKE SUBSTANTIALLY AIRTIGHT. NO DUST MARK FROM AIR LEAKS SHALL SHOW AT DUCT JOINTS
OR CONNECTIONS TO GRILLES, REGISTERS, AND DIFFUSERS.
D.
LAPS: MAKE LAPS AT JOINTS IN THE DIRECTION OF AIRFLOW. BUTTON-PUNCH OR BOLT-CONNECTION IN
STANDING SEAMS SHALL BE SPACED AT FIXED CENTERS NOT GREATER THAN 6-INCHES. HORIZONTAL LOCKS
OR SEAMS, KNOWN AS "BUTTON PUNCH SNAP-LOCK" MAY BE USED IN LIEU OF PITTSBURGH LOCK.
E.
FITTINGS: ELBOWS, TAKE-OFFS, BRANCH CONNECTIONS, TRANSITIONS, SPLITTERS, VOLUME DAMPERS,
FLEXIBLE CONNECTIONS, AND ACCESS DOORS SHALL CONFORM WITH SMACNA HVAC DCS. TEST HOLES
SHALL BE FACTORY FABRICATED, AIRTIGHT, AND NON-CORROSIVE WITH SCREW CAP AND GASKET.
F.
JOINTS AND SEAMS: STANDING SEAMS WILL NOT BE ALLOWED WHERE CLEARANCE IS CRITICAL. CLIP
CORNERS OF STANDING SEAMS ON WRAPPED DUCTS.
2.03 DUCT INSULATION [S]
A.
INSULATION SHALL BE OF THE GLASS FIBER TYPE WITH A BANDED ALUMINUM JACKET WITH VAPOR
RETARDER. INSULATION SHALL HAVE A MINIMUM NOMINAL 2" THICKNESS WITH A MINIMUM INSTALLED
R-VALUE OF 6.0. THE MATERIAL SHALL BE FORMALDEHYDE FREE.
2.04 RIGID DUCT LINER [S]
A.
DUCT LINER WILL BE MADE OF FLEXIBLE ELASTOMERIC MATERIAL WITH A MINIMUM NOMINAL 2"
THICKNESS WITH A MINIMUM INSTALLED R-VALUE OF 6.0. THE MATERIAL SHALL BE FORMALDEHYDE FREE.
B.
ALL EXPOSED EDGES THAT HAVE BEEN CUT OR TRIMMED SHALL BE RESEALED TO FACTORY CONDITIONS.
C.
DUCT LINER SHALL MEET OR EXCEED THE FOLLOWING STANDARDS: ASTM C 177, 209, 356, 411, 518, 665,
1104, 1071, 1304, AND 1534, ASTM D 1622, 1667, AND 3574 A, ASTM E 84 AND 96 A, ASTM G 21 AND 22, NFPA 90A,
90B, AND 259, AND UL 181.
D.
DUCT LINER SHALL BE MANUFACTURED BY DEGUSSA SOLCOUSTIC, ARMACELL ARMAFLEX, NOMACO
K-FLEX GRAY, OR APPROVED EQUIVALENT.
2.05 FLEXIBLE DUCTS [S]
A.
GENERAL: UL 181, CLASS I. USE TO CONNECT BETWEEN RIGID DUCTS AND OUTLETS OR TERMINALS.
THERE SHALL BE NO EROSION, DELAMINATION, LOOSE FIBERS, OR ODORS FROM THE DUCTS INTO THE AIR
STREAM. MINIMUM WORKING PRESSURE SHALL BE 2-INCHES W.G. POSITIVE AND ½-INCH NEGATIVE FOR
LOW-PRESSURE FLEXIBLE DUCTS. FLEXIBLE DUCTS SHALL BE MAXIMUM 5-FEET IN LENGTH. MINIMUM BEND
RADIUS SHALL BE TWICE OF THE DUCT DIAMETER. DUCTS SHALL CONSIST OF AN OUTER JACKET,
INSULATION, AND ENCAPSULATED SPRING STEEL WIRE INNER CORE.
FLEXIBLE DUCTS SHALL BE MANUFACTURED BY CASCO SILENT FLEX OR APPROVED EQUIVALENT.
1. INNER CORE: POLYMERIC LINER DUCT PERMANENTLY BONDED TO GALVANIZED SPRING STEEL WIRE
HELIX.
2. INSULATION AND VAPOR BARRIER: ELASTOMERIC, NON-FIBERGLASS INSULATION; MINIMUM 2-INCH
NOMINAL THICKNESS WITH A MINIMUM INSTALLED R-VALUE OF 6.0. THE INSULATION SHALL BE
SHEATHED WITH A VAPOR BARRIER HAVING A MAXIMUM PERMEABILITY OF 0.20 PERMS PER ASTM E 96,
METHOD A. COAT ENDS OF INSULATION WITH CEMENT TO PREVENT EROSION AND DELAMINATION.
UNLESS SPECIFIED, ALL FLEXIBLE DUCTS USED FOR SUPPLY AND/OR RETURN AIR SHALL BE FURNISHED
WITH FACTORY APPLIED INSULATION AND VAPOR BARRIER.
B.
JOINTS: MAKE AIRTIGHT SLIP-JOINTS SEALED WITH PRESSURE-SENSITIVE VAPOR-SEAL ADHESIVE TAPE
OR DUCT SEALER AND SECURED WITH SHEET METAL SCREWS.
2.06 FLEXIBLE DUCT CONNECTORS [S]
A.
CONFORMS TO NFPA 90A, UL LISTED, PRE-FABRICATED TYPE WITH MINIMUM 3-INCH WIDE FLEXIBLE
FABRIC STRIP AND TWO STRIPS OF MINIMUM 2-3/4-INCH WIDE, 24-GAUGE GALVANIZED OR IRON FIRMLY
ATTACHED TO THE FABRIC STRIP. FLEXIBLE MATERIALS SHALL BE RATED FOR THE TEMPERATURES,
PRESSURES, GASES CONVEYED, AND ATMOSPHERIC CONDITIONS.
1. INDOOR LOCATIONS: HEAVY GLASS FABRIC COATED ON ONE SIDE WITH NEOPRENE, MINIMUM 30 OUNCES
PER SQUARE YARD; DURO DYNE "METAL FAB NEOPRENE-LA (SPECIFICATIONS GRADE)", VENTFABRICS
"24 GA. METALEDGE VENTGLAS-LA", OR APPROVED EQUIVALENT.
B.
FLEXIBLE CONNECTORS FOR EXHAUST SYSTEMS SHALL BE COMPATIBLE TO THE SPECIFIC SYSTEM
EXHAUST AIR AND SHALL BE RESISTANT TO FUMES, VAPORS, AND CORROSIVE MIXTURES.
C.
ALL CONNECTORS SHALL PROVIDE MINIMUM 2-INCH CLEARANCE BETWEEN METAL PARTS AT ALL FAN AND
UNIT CONNECTIONS.
2.07 JOINT SEALERS AND SEALANTS [S]
A.
JOINT SEALERS AND SEALANTS SHALL BE NON-HARDENING, WATER RESISTANT, MILDEW AND MOLD
RESISTANT.
1. TYPE: HEAVY MASTIC OR LIQUID USED ALONE OR WITH TAPE, SUITABLE FOR JOINT CONFIGURATION AND
COMPATIBLE WITH SUBSTRATES, AND RECOMMENDED BY MANUFACTURER FOR PRESSURE CLASS OF
DUCTS.
2. VOC CONTENT: NOT MORE THAN 250 G/L, EXCLUDING WATER.
3. SURFACE BURNING CHARACTERISTICS: FLAME SPREAD OF ZERO, SMOKE DEVELOPED OF ZERO, WHEN
TESTED IN ACCORDANCE WITH ASTM E 84.
4. FOR USE WITH FLEXIBLE DUCTS: UL LABELED.
2.08 HANGERS AND SUPPORTS [S]
A.
DELEGATED DUCT DESIGN: DUCT CONSTRUCTION, INCLUDING SHEET METAL THICKNESSES, SEAM AND
JOINT CONSTRUCTION, REINFORCEMENTS, AND HANGERS AND SUPPORTS, SHALL COMPLY WITH SMACNA'S
"HVAC DUCT CONSTRUCTION STANDARDS - METAL AND FLEXIBLE" AND PERFORMANCE REQUIREMENTS AND
DESIGN CRITERIA INDICATED IN "DUCT SCHEDULE" ARTICLE.
B.
STRUCTURAL PERFORMANCE: DUCT HANGERS AND SUPPORTS AND SEISMIC RESTRAINTS SHALL
WITHSTAND THE EFFECTS OF GRAVITY AND SEISMIC LOADS AND STRESSES WITHIN LIMITS AND UNDER
CONDITIONS DESCRIBED IN SMACNA'S "HVAC DUCT CONSTRUCTION STANDARDS - METAL AND FLEXIBLE"
AND ASCE/SEI 7.
C.
DELEGATED-DESIGN SUBMITTAL:
1. DESIGN CALCULATIONS AND DETAILED FABRICATION AND ASSEMBLY OF PIPE ANCHORS AND ALIGNMENT
GUIDES, HANGERS AND SUPPORTS FOR MULTIPLE PIPES, EXPANSION JOINTS AND LOOPS, AND
ATTACHMENTS OF THE SAME TO THE BUILDING STRUCTURE.
2. LOCATIONS OF PIPE ANCHORS AND ALIGNMENT GUIDES AND EXPANSION JOINTS AND LOOPS.
3. LOCATIONS OF AND DETAILS FOR PENETRATIONS, INCLUDING SLEEVES AND SLEEVE SEALS FOR
EXTERIOR WALLS, FLOORS, BASEMENT, AND FOUNDATION WALLS.
4. LOCATIONS OF AND DETAILS FOR PENETRATION AND FIRESTOPPING FOR FIRE- AND SMOKE-RATED WALL
AND FLOOR AND CEILING ASSEMBLIES.
2.09 DIFFUSERS AND REGISTERS [S]
A.
MANUFACTURERS: ITEMS AND ALL ACCESSORIES SHALL BE AS MANUFACTURED BY PRICE OR APPROVED
EQUAL.
B.
MATERIAL AND FINISHES: CONSTRUCT DIFFUSERS AND REGISTERS OF STEEL. EXTERIOR AND EXPOSED
EDGES SHALL BE ROLLED, OR OTHERWISE STIFFENED AND ROUNDED. STEEL PARTS SHALL BE FACTORY
ZINC-PHOSPHATE TREATED PRIOR TO PRIMING AND PAINTING OR HAVE A BAKED-ON ENAMEL FINISH.
COLORS SHALL BE SELECTED OR APPROVED BY ARCHITECT.
C.
SOUND PRESSURE LEVEL: MANUFACTURER CERTIFIED SOUND PRESSURE LEVEL RATINGS FOR THE
INLETS AND OUTLETS SHALL BE IN ACCORDANCE WITH ADC 1062 R4, IN DB OF NOISE CRITERION(NC) BASED
ON SOUND POWER LEVEL MINUS 10 DB (10 EXP. MINUS 12 WATTS REF.) IN EACH OCTAVE BAND. CONFORM TO
THE FOLLOWING PERMISSIBLE NC LEVELS:
25-30
ALL AREAS
D.
PLAQUE FACE SUPPLY DIFFUSERS: STEEL CONSTRUCTION WITH ZINC PHOSPHATE FINISH AND PRIME
COAT. PROVIDE PLAQUE FACE TYPE DIFFUSER. MOUNT FLUSH WITH FINISHED CEILING. DIFFUSER
FACEPLATES SHALL NOT SAG OR DEFLECT WHEN OPERATING UNDER DESIGN CONDITIONS. ALL DIFFUSERS
TO HAVE CONCEALED HINGES. NECKS SHALL BE SQUARE WITH ROUND ADAPTERS WHERE THEY ARE
CONNECTED TO ROUND DUCTS. DIFFUSER FRAMES SHALL BE SUITABLE FOR MOUNTING IN CEILING GRID
SYSTEM PROVIDED.
E.
PERFORATED PLATE RETURN INLETS: SAME CONSTRUCTION AND APPEARANCE AS SUPPLY AIR
PERFORATED DIFFUSERS. PROVIDE INLETS WITH FACTORY-FABRICATED, SINGLE KEY, OPPOSED BLADE
VOLUME DAMPERS AND CONCEALED HINGES. FRAMES SHALL BE SUITABLE FOR MOUNTING IN CEILING GRID
SYSTEM PROVIDED.
F.
LINEAR AIR DIFFUSERS: STEEL CONSTRUCTION. JOINTS BETWEEN DIFFUSER SECTIONS SHALL APPEAR AS
HAIRLINE CRACKS. PROVIDE ALIGNMENT SLOTS FOR INSERTION OF KEY STRIPS OR OTHER CONCEALED
MEANS TO ALIGN EXPOSED BUTT EDGES OF DIFFUSERS. EQUIP WITH PLASTER FRAMES WHEN MOUNTED IN
PLASTER CEILING. DO NOT USE SCREWS AND BOLTS IN EXPOSED FACE OF FRAMES OR FLANGES.
METAL-FILL AND GROUND SMOOTH CORNER-JOINTS OF STEEL FRAMES AND FLANGES EXPOSED BELOW
CEILING. FURNISH SEPARATE PIVOTED OR HINGED ADJUSTABLE AIR-VOLUME-DAMPER AND SEPARATE AIR
DEFLECTION BLADES. VOLUME AND DEFLECTION BLADES SHALL BE STRUCTURALLY RIGID. BUTTING,
MITERING, END CAPS AND BLANK OFFS AS REQUIRED. FOR RETURN AIR APPLICATIONS UNITS SHALL BE
PROVIDED WITH OR WITHOUT BLADES AS NOTED.
2.10 DAMPERS [S]
A.
MANUAL VOLUME DAMPERS: DAMPERS LESS THAN 10-INCHES HIGH: SINGLE BLADE TYPE OF MINIMUM
22-GAUGE GALVANIZED STEEL WITH MINIMUM 3/8-INCH REGULATOR SHAFT SIZE; DAMPERS 10-INCHES AND
MORE IN HEIGHT: MULTIPLE BLADES OF
OPPOSED-BLADE ACTION, MINIMUM 18-GAUGE GALVANIZED STEEL, DAMPER BLADES SHALL NOT
EXCEED 9-INCHES, MINIMUM 3/8-INCH REGULATOR SHAFT SIZE, CHANNEL FRAME, BRONZE
SLEEVE BEARINGS. EQUIP DAMPERS WITH AN ACCESSIBLE MECHANISM, SUCH AS QUADRANT
OPERATORS. PROVIDE EXTENSIONS FOR REGULATING MECHANISM THROUGH PLASTER OR
DRY-WALL CEILING. EXTENSIONS SHALL TERMINATE IN THE CEILING BY MEANS OF STAINLESS
STEEL OR CHROME PLATED STEEL PLATES. REGULATORS: VENTLOCK 635, DURODYNE
"SPECLINE" SRH-288, OR APPROVED EQUIVALENT. REGULATORS (INSULATED DUCTWORK):
VENTLOCK 638, DURODYNE "SPECLINE" SRST-1/2, OR APPROVED EQUIVALENT.
1. OPTION: 1/4-INCH SHAFT, RETRACTABLE, HAMMER-ON, END BEARING REGULATORS MAY BE
USED ON DUCTS UP TO 100 SQUARE INCHES IN AREA; VENTLOCK 800, DURODYNE "RAPIT"
RS-256, OR APPROVED EQUIVALENT.
G.
REMOTE REGULATORS:
1. PROVIDE WITH REMOTE ACTUATED ELECTRONIC BALANCING DAMPER.
2. MANUFACTURER SHALL BE BY UNITED ENERTEC OR APPROVED EQUIVALENT.
PART 3 EXECUTION
3.01 INSTALLATION
A.
DUCTWORK, LOW PRESSURE:
1. GENERAL: FABRICATE AND INSTALL IN ACCORDANCE WITH NFPA 90A AND SMACNA "HVAC
DUCT CONSTRUCTION STANDARDS", AND UNLESS OTHERWISE SPECIFIED OR INDICATED,
WITH THE FOLLOWING REVISIONS.
a.
USE AIRFOIL VANES ONLY.
b.
ALSO PROVIDE DUCT ACCESS PANEL DOWNSTREAM OF COILS.
c.
USE ADHESIVE PLUS METAL SCREWS ON METALLIC FLEXIBLE DUCT.
d.
DO NOT USE CRIMP JOINTS.
e.
PROVIDE TOTALLY ENCLOSED BELT GUARDS.
f.
ALL PLENUMS SHALL HAVE CASING CONSTRUCTION.
g.
BE TOTALLY RESPONSIBLE FOR PROPER DUCTWORK HANGING SYSTEM.
h.
USE DOUBLE NUTS AND LOCK WASHERS ON ALL THREADED ROD SUPPORTS.
2. PROVIDE DUCTWORK INSTRUMENT ACCESS WHERE REQUIRED TO BALANCE THE SYSTEMS
AND FOR THE FOLLOWING:
a.
SUCTION AND DISCHARGE OF EACH FAN UNIT.
b.
OUTSIDE AIR DUCTS AND RETURN AIR DUCTS OF EACH AIR SYSTEM.
c.
EACH HEAT TRANSFER COIL, UPSTREAM AND DOWNSTREAM.
d.
EACH LOCATION WHERE CONTROL OR SENSING DEVICES ARE LOCATED.
3. TAPE TO MAKE AIRTIGHT ALL TRANSVERSE AND LONGITUDINAL JOINTS (INCLUDING TAP-IN
CONNECTIONS) WITH TAPE DIPPED IN LAGGING ADHESIVE AND INSTALLED PER
MANUFACTURER'S PRINTED INSTRUCTION; EXPOSED DUCTS IN CONDITIONED SPACES
EXCEPTED.
4. SOLDER OR SEAL WITH SEALANT TO MAKE WATERTIGHT ALL SEAMS AND JOINTS OF
DUCTWORK EXPOSED TO WEATHER.
5. DUCTWORK DIMENSIONS INDICATED ARE NET INSIDE DIMENSIONS. INCREASE DUCTWORK TO
ALLOW FOR INSULATION THICKNESS WHERE SUCH ARE LINED.
6. VERIFY, COORDINATE AND LOCATE OUTSIDE AIR INTAKES TO KEEP AT LEAST 10-FEET AWAY
FROM PLUMBING VENTS.
END OF SECTION 23 33 00
SECTION 23 36 00 - VARIABLE VOLUME (VAV) TERMINAL AIRFLOW UNITS
PART 1 GENERAL
NOT USED
PART 2 PRODUCTS
2.01 VAv SHUT-OFF BOX
A.
SELF-CONTAINED, PACKAGED, FACTORY ASSEMBLED, PRE-WIRED UNIT CONSISTING OF BOX,
HEATING COIL, CONTROLS, AND ACCESSORIES; WIRED FOR SINGLE POWER CONNECTION WITH
CONTROL TRANSFORMER.
1. AIR FLOW CONFIGURATION: HORIZONTAL.
2. CABINET: STEEL WITH BAKED ENAMEL FINISH, EASILY REMOVED AND SECURED ACCESS
DOORS WITH SAFETY INTERLOCK SWITCHES, GLASS FIBER INSULATION WITH REFLECTIVE
LINER.
B.
HEATING COIL: 1 OR 2 ROW (SEE DRAWINGS) COILS, .
C.
AIR FILTERS: 2 INCH (25 MM) THICK PLEATED, DISPOSABLE TYPE ARRANGED FOR EASY
REPLACEMENT.
D.
COORDINATION DRAWINGS: FLOOR PLANS, REFLECTED CEILING PLANS, AND OTHER DETAILS,
DRAWN TO SCALE, ON WHICH THE FOLLOWING ITEMS ARE SHOWN AND COORDINATED WITH
EACH OTHER, BASED ON INPUT FROM INSTALLERS OF THE ITEMS INVOLVED:
1. CEILING SUSPENSION COMPONENTS.
2. METHOD OF ATTACHING HANGERS TO BUILDING STRUCTURE.
E.
MANUFACTURERS: TITUS, OR APPROVED EQUIVALENT.
2.02 HOT WATER (H.W.) COILS [S] [M/O]
A.
HOT WATER COIL CASING SHALL BE CONSTRUCTED WITH MINIMUM 20 GAGE GALVANIZED
STEEL WITH SLIP AND DRIVE DISCHARGE FOR ATTACHMENT TO DOWNSTREAM DUCTWORK.
COILS SHALL BE FACTORY ATTACHED TO THE TERMINAL UNIT. FINS SHALL BE RIPPLED AND
CORRUGATED HEAVY GAGE ALUMINUM, MECHANICALLY BONDED TO TUBES. TUBES SHALL BE
COPPER WITH MINIMUM WALL THICKNESS OF 0.016" AND WITH MALE SOLDER HEADER
CONNECTIONS. COILS SHALL BE LEAK TESTED TO 400 PSI. NUMBER OF COIL ROWS AND
CIRCUITS SHALL BE SELECTED TO PROVIDE PERFORMANCE AS REQUIRED BY THE PLANS. COIL
PERFORMANCE DATA SHALL BE BASED ON TEST RUN IN ACCORDANCE WITH ARI STANDARD 410.
2.04 ACCESSORY EQUIPMENT
E.
ROOM THERMOSTAT: WALL-MOUNTED, ELECTRIC SOLID STATE MICROCOMPUTER BASED
ROOM THERMOSTAT WITH REMOTE SENSOR (WHERE INDICATED) TO MAINTAIN TEMPERATURE
SETTING; LOW-VOLTAGE; WITH FOLLOWING FEATURES:
1. SYSTEM SELECTOR SWITCH (HEAT-OFF-COOL) AND FAN CONTROL SWITCH (AUTO-ON).
2. AUTOMATIC SWITCHING FROM HEATING TO COOLING.
3. PREFERENTIAL RATE CONTROL TO MINIMIZE OVERSHOOT AND DEVIATION FROM SETPOINT.
4. SET-UP FOR FOUR SEPARATE TEMPERATURES PER DAY.
5. INSTANT OVERRIDE OF SETPOINT FOR CONTINUOUS OR TIMED PERIOD FROM ONE HOUR TO
31 DAYS.
6. SHORT CYCLE PROTECTION.
7. PROGRAMMING BASED ON EVERY DAY OF THE WEEK.
8. SELECTION FEATURES INCLUDING DEGREE F OR DEGREE C DISPLAY, 12 OR 24 HOUR CLOCK,
KEYBOARD DISABLE, REMOTE SENSOR, FAN ON-AUTO.
9. BATTERY REPLACEMENT WITHOUT PROGRAM LOSS.
10.THERMOSTAT DISPLAY:
a.
TIME OF DAY.
b.
ACTUAL ROOM TEMPERATURE.
c.
PROGRAMMED TEMPERATURE.
d.
PROGRAMMED TIME.
e.
DURATION OF TIMED OVERRIDE.
f.
DAY OF WEEK.
g.
SYSTEM MODE INDICATION: HEATING, COOLING, FAN AUTO, OFF, AND ON, AUTO OR ON,
OFF.
11.MANUFACTURERS: JCI, SIEMENS, OR APPROVED EQUIVALENT.
F. ROOM CO2 SENSOR: WALL MOUNTED, ELECTRIC SOLID STATE MICROCOMPUTER BASED ROOM CO2
SENSOR. LOW VOLTAGE SENSOR THAT INCLUDES THE FOLLOWING FEATURES:
1. 0-2000 PPM RANGE
2. ACCURACY: +/- 50 PPM + 2% OF MEASURED VALUE
3. MANUFACTURERS: JCI, SIEMENS, OR APPROVED EQUIVALENT.
PART 3 EXECUTION
3.01 INSTALLATION
A.
DELIVER UNITS AS FACTORY-ASSEMBLED MODULES WITH PROTECTIVE CRATING AND
COVERING. STORE UNITS IN A MANNER TO AVOID DAMAGE.
B.
VERIFY THAT SUBSTRATES ARE READY FOR INSTALLATION OF UNITS AND OPENINGS ARE AS
INDICATED ON SHOP DRAWINGS.
C.
VERIFY THAT PROPER POWER SUPPLY IS AVAILABLE AND IN CORRECT LOCATION.
D.
LIFT AND SUPPORT UNIT(S) WITH MANUFACTURER'S DESIGNATED LIFTING OR SUPPORTING
POINTS.
E.
INSTALL EQUIPMENT PER MANUFACTURER'S RECOMMENDATIONS, PRINTED INSTRUCTIONS,
AND AS INDICATED.
F.
INSTALL IN ACCORDANCE WITH NFPA 90A AND NFPA 90B.
G.
INSTALL REFRIGERATION SYSTEMS IN ACCORDANCE WITH ASHRAE STD 15.
3.02 FIELD INSPECTION AND TESTS
A.
SCHEDULE AND ADMINISTER THE SPECIFIED TESTS. PROVIDE PERSONNEL, INSTRUMENTS,
AND EQUIPMENT FOR SUCH TESTS. CORRECT DEFECTS AND REPEAT THE RESPECTIVE
INSPECTION AND TESTS. GIVE THE ARCHITECT AMPLE NOTICE OF THE DATES AND TIMES
SCHEDULED FOR TESTS AND TRIAL OPERATIONS. CONDUCT INSPECTION AND TESTING IN THE
PRESENCE OF THE ARCHITECT. SUBMIT TEST DATA.
B.
FIELD INSPECTION: PRIOR TO INITIAL OPERATION, INSPECT EQUIPMENT INSTALLATION FOR
CONFORMANCE WITH DRAWINGS AND SPECIFICATIONS.
C.
FIELD TESTS:
1. PRELIMINARY TESTS: FOR EACH AIR HANDLING AND DISTRIBUTION EQUIPMENT AND ITS
COMPONENTS, PERFORM AN OPERATIONAL TEST FOR A MINIMUM PERIOD OF 4 HOURS.
2. TESTING AND BALANCING: AFTER PRELIMINARY TESTS, TEST, ADJUST, AND BALANCE THE AIR
HANDLING AND DISTRIBUTION EQUIPMENT, IN ACCORDANCE WITH SECTION 23 05 93,
TESTING, ADJUSTING, AND BALANCING.
END OF SECTION 23 82 19
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MECHANICAL
SCHEDULES
M0.3
AIR DEVICE SCHEDULE
EXHAUST FAN SCHEDULE
SPLIT SYSTEM HEAT PUMP UNIT SCHEDULE
FOR CONSTRUCTION
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UP
UP
STAIR 2
ENTRY
CANOPY
1-1
1-1
1-2
1-2
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UNIT B1
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UNIT B2
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UNIT A1
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UNIT A1
109
UNIT A1
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977 SF
COMMUNITY
ROOM
CH112
317 SF
KITCHEN
CH114
609 SF
FITNESS
CH111
211 SF
OFFICE
CH105
73 SF
MDF
U101
JAN.
U102
303 SF
RESIDENT
SERVICES
CH103
147 SF
OFFICE
CH101
180 SF
OFFICE
CH102
152 SF
OFFICE
CH104
331 SF
WORK
ROOM
CH106
STOR.
CH107
STOR.
CH108
REST.
CH105
152 SF
OFFICE
CH109
169 SF
OFFICE
CH110
857 SF
LOBBY
CH113
237 SF
MAIL ROOM
CH117
337 SF
BREAK
ROOM
CH119
346 SF
FOOD
PANTRY
CH120
349 SF
REFUSE
TERMINATION
U105
REFUSE
U104
705 SF
MAINTENANCE
U107
STAIR 1
STAIR 3
IT
U109
REST.
CH116
REST.
CH115
ELEV. 1
ELEV. 2
OUTDOOR PATIO
CORRIDOR
C103
CORRIDOR
C102
CORRIDOR
C101
69 SF
JAN.
U108
117 SF
MAIL
STORAGE
CH118
19 SF
F.R.
U106
1-F
LAUNDRY
U115
UNIT B1 TYPE
A
U125
PROJECT NORTH
TRUE NORTH
N
N
FLOOR 1
MECHANICAL
PLAN
M2.1
3/32" = 1'-0"
1
FLOOR 1 MECHANICAL PLAN
FOR CONSTRUCTION
OR RECORDING
SCHEMATIC NOT
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UP
UP
OPEN TO
BELOW
1-1
1-1
1-2
1-2
1-3
1-3
1-4
1-6
1-7
1-8
1-5
1-9
1-9
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1-11
1-11
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1-A
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1-I
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239
UNIT B1
238
UNIT A1
236
UNIT A1
234
UNIT A1
232
UNIT A1
230
UNIT A1
228
UNIT B1
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UNIT A1
237
UNIT A1
235
UNIT A1
233
UNIT A1
231
UNIT A1
229
UNIT A1
227
UNIT A1
225
UNIT A1
213
UNIT A1
210
UNIT A1
208
UNIT A1
206
UNIT A1
204
UNIT B1
202
UNIT B2
201
UNIT A1
203
UNIT A1
205
UNIT A1
207
UNIT A1
209
UNIT A1
211
UNIT B2
224
UNIT A1
223
UNIT A1
221
UNIT A1
222
UNIT A1
220
UNIT A1
218
UNIT A1
217
UNIT A1
216
UNIT A1
215
IT
U203
REFUSE
U205
ELEC.
U206
STOR.
U204
JAN.
U207
318 SF
LIBRARY
CH202
175 SF
LAUNDRY
U201
IT
U208
STAIR 1
STAIR 3
STAIR 2
CORRIDOR
C203
CORRIDOR
C202
CORRIDOR
C201
ELEV. 1
ELEV. 2
1-F
ELEC.
U117
UNIT A1 TYPE
A
U120
UNIT B1 TYPE
A
U123
UNIT S1
U118
PROJECT NORTH
TRUE NORTH
N
N
FLOOR 2
MECHANICAL
PLAN
M2.2
3/32" = 1'-0"
1
FLOOR 2 MECHANICAL PLAN
FOR CONSTRUCTION
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UP
1-1
1-1
1-2
1-2
1-3
1-3
1-4
1-6
1-7
1-8
1-5
1-9
1-9
1-10
1-10
1-11
1-11
1-A
1-A
1-C
1-E
1-B
1-D
1-G
1-G
1-H
1-H
1-I
1-I
UNIT B2
339
UNIT B1
338
UNIT A1
336
UNIT A1
334
UNIT A1
332
UNIT A1
330
UNIT A1
328
UNIT B1
326
UNIT A1
337
UNIT A1
335
UNIT A1
333
UNIT A1
331
UNIT A1
329
UNIT A1
327
UNIT A1
325
UNIT A1
313
UNIT A1
310
UNIT A1
308
UNIT A1
306
UNIT A1
304
UNIT B1
302
UNIT B2
301
UNIT A1
303
UNIT A1
305
UNIT A1
307
UNIT A1
309
UNIT A1
311
UNIT B2
324
UNIT A1
323
UNIT A1
321
UNIT A1
322
UNIT A1
320
UNIT A1
318
UNIT A1
317
UNIT A1
316
UNIT A1
315
UNIT B1
319
STAIR 1
STAIR 3
REFUSE
U305
IT
U303
STOR.
U304
ELEC.
U306
JAN.
U307
ELEV. 1
ELEV. 2
CORRIDOR
234
CORRIDOR
235
CORRIDOR
236
ELEV. 1
ELEV. 2
IT
U308
1-F
UNIT B1 TYPE
A
U124
LAUNDRY
142
IDF
143
UNIT A1 TYPE
A
18
UNIT S1
20
PROJECT NORTH
TRUE NORTH
N
N
FLOOR 3
MECHANICAL
PLAN
M2.3
3/32" = 1'-0"
1
FLOOR 3 MECHANICAL PLAN
FOR CONSTRUCTION
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1-1
1-1
1-2
1-2
1-3
1-3
1-4
1-6
1-7
1-8
1-5
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1-9
1-10
1-10
1-11
1-11
1-A
1-A
1-C
1-E
1-B
1-D
1-G
1-G
1-H
1-H
1-I
1-I
UNIT B2
439
UNIT B1
438
UNIT A1
436
UNIT A1
434
UNIT A1
432
UNIT A1
430
UNIT A1
428
UNIT B1
426
UNIT A1
437
UNIT A1
435
UNIT A1
433
UNIT A1
431
UNIT A1
429
UNIT A1
427
UNIT A1
425
UNIT B1
414
UNIT A1
413
UNIT A1
410
UNIT A1
408
UNIT A1
406
UNIT A1
404
UNIT B1
402
UNIT B2
401
UNIT A1
403
UNIT A1
405
UNIT A1
407
UNIT A1
409
UNIT A1
411
UNIT B2
424
UNIT A1
423
UNIT A1
421
UNIT A1
422
UNIT A1
420
UNIT A1
418
UNIT A1
417
UNIT A1
416
UNIT A1
415
UNIT B1
419
IT
U403
STOR.
U404
JAN.
U407
ELEC.
U406
REFUSE
U405
IT
U408
STAIR 1
STAIR 3
ELEV. 1
ELEV. 2
CORRIDOR
237
CORRIDOR
238
CORRIDOR
239
1-F
LAUNDRY
144
ELEC.
145
UNIT S1
141
UNIT A1 TYPE
A
19
PROJECT NORTH
TRUE NORTH
N
N
FLOOR 4
MECHANICAL
PLAN
M2.4
3/32" = 1'-0"
1
FLOOR 4 MECHANICAL PLAN
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SCHEMATIC NOT
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(623)-937-0418
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SUITE 200
1-1
1-1
1-2
1-2
1-3
1-3
1-4
1-6
1-7
1-8
1-5
1-9
1-9
1-10
1-10
1-11
1-11
1-A
1-A
1-C
1-E
1-B
1-D
1-G
1-G
1-H
1-H
1-I
1-I
SLOPE
3/8" /ft.
SLOPE
3/8" /ft.
SLOPE
3/8" /ft.
SLOPE
3/8" /ft.
SLOPE
3/8" /ft.
SLOPE
3/8" /ft.
SLOPE
3/8" /ft.
SLOPE
3/8" /ft.
SLOPE
3/8" /ft.
SLOPE
3/8" /ft.
SLOPE
3/8" /ft.
SLOPE
3/8" /ft.
SLOPE
3/8" /ft.
SLOPE
3/8" /ft.
SLOPE
3/8" /ft.
SLOPE
3/8" /ft.
SLOPE
3/8" /ft.
1-F
MECHANICAL
ROOF PLAN
M3.1.1
3/32" = 1'-0"
1
MECHANICAL ROOF PLAN
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SCHEMATIC NOT
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SUITE 200
2
5
6
7
8
175 SF
LAUNDRY
U201
ELEV. 1
ELEV. 2
L
CLO.
ELEC.
U117
SLEEPING
BALCONY
KITCHEN
DINING
R
BATH
P
3
5
4
UNIT S1
MECHANICAL
PLAN
M6.1.1
1/4" = 1'-0"
1
UNIT S1 MECHANICAL PLAN
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09/19/22
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SUITE 200
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ELEV. 2
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IDF
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L
P
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R
BATH
2
5
6
7
8
3
5
4
UNIT S1-TYPE A
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(623)-937-0418
09/19/22
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M6.1.1A
KITCHEN
PANTRY
BATHROOM
DINING
LIVING
BEDROOM
CLO.
CLO.
PATIO
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1
2
3
5
6
4
7
8
UNIT A1
MECHANICAL
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1/4" = 1'-0"
1
UNIT A1 MECHANICAL PLAN
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GLENDALE, AZ 85301
(623)-937-0418
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SUITE 200
M6.1.2
ELEC.
U117
KITCHEN
BATH
DINING
LIVING
BEDROOM
CLO.
CLO.
BALCONY
ENTRY
P
R
1
2
3
5
6
4
7
8
UNIT A1-TYPE A
MECHANICAL
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1
UNIT A1-TYPE A MECHANICAL PLAN
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GLENDALE, AZ 85301
(623)-937-0418
09/19/22
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M6.1.2A
DINING
LIVING
KITCHEN
PANTRY
CLO.
CLO.
CLO.
BEDROOM 1
BEDROOM 2
BATHROOM
ENTRY
PATIO
CLO.
L
1
2
7
5
6
4
8
UNIT B1
MECHANICAL
PLAN
M6.1.3
1/4" = 1'-0"
1
UNIT B1 MECHANICAL PLAN
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SCHEMATIC NOT
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GLENDALE, AZ 85301
(623)-937-0418
09/19/22
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SUITE 200
DINING
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PANTRY
CLO.
CLO.
CLO.
BEDROOM 1
BEDROOM 2
BATH
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L
R
UNIT B1-TYPE A
MECHANICAL
PLAN
M6.1.3A
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1
UNIT B1-TYPE A MECHANICAL PLAN
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GLENDALE, AZ 85301
(623)-937-0418
09/19/22
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BEDROOM 1
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KITCHEN
CLO.
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PATIO
LIVING
CLO.
CLO.
PANTRY
CLO.
2
1
3
5
6
2
4
8
7
UNIT B2
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M6.1.4
1/4" = 1'-0"
1
UNIT B2 MECHANICAL PLAN
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SENIOR
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6515 W. MARYLAND AVE.
GLENDALE, AZ 85301
(623)-937-0418
09/19/22
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SUITE 200
1-4
1-G
1-G
1-H
1-H
1-I
1-I
COMMUNITY
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CH112
FITNESS
CH111
KITCHEN
CH114
MAIL ROOM
CH117
LOBBY
CH113
STAIR 2
REST.
CH115
REST.
CH116
CORRIDOR
C102
MAIL
STORAGE
CH118
1-F
ENLARGED PLANS
M6.2.1
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1
ENLARGED PLAN - CLUBHOUSE
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GLENDALE, AZ 85301
(623)-937-0418
09/19/22
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SUITE 200
1-4
1-G
1-G
1-H
1-H
1-I
1-I
COMMUNITY
ROOM
CH112
FITNESS
CH111
KITCHEN
CH114
MAIL ROOM
CH117
LOBBY
CH113
STAIR 2
REST.
CH115
REST.
CH116
CORRIDOR
C102
MAIL
STORAGE
CH118
1-F
3/16" = 1'-0"
1
ENLARGED PLAN - CLUBHOUSE
1-2
1-2
1-3
1-3
1-4
1-G
1-G
1-H
1-H
1-I
1-I
OFFICE
CH109
OFFICE
CH110
STOR.
CH108
STOR.
CH107
REST.
CH105
WORK
ROOM
CH106
OFFICE
CH104
OFFICE
CH102
OFFICE
CH101
RESIDENT
SERVICES
CH103
ELEV. 1
208
ELEV. 2
209
OFFICE
CH105
JAN.
U102
MDF
U101
CORRIDOR
C102
CORRIDOR
C101
1-F
ENLARGED PLANS
M6.2.2
3/16" = 1'-0"
1
ENLARGED PLAN - OFFICE/RESIDENT SERVICES
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SCHEMATIC NOT
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SENIOR
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GLENDALE, AZ 85301
(623)-937-0418
09/19/22
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SUITE 200
1-H
1-H
1-I
1-I
LIBRARY
CH202
CORRIDOR
C202
UNIT A1
217
STAIR 2
OPEN TO
BELOW
1-9
1-9
1-10
1-10
1-11
1-11
1-G
1-G
1-H
1-H
1-I
1-I
MAINTENANCE
U107
REFUSE
TERMINATION
U105
REFUSE
U104
FOOD
PANTRY
CH120
BREAK
ROOM
CH119
CORRIDOR
C102
JAN.
F.R.
U106
ENLARGED PLANS
M6.2.3
3/16" = 1'-0"
1
ENLARGED PLAN - MAINT./REFUSE
3/16" = 1'-0"
2
ENLARGED PLAN - LIBRARY
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SCHEMATIC NOT
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GLENDALE
SENIOR
APARTMENTS
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6515 W. MARYLAND AVE.
GLENDALE, AZ 85301
(623)-937-0418
09/19/22
100% DD Set
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SUITE 200
MECHANICAL
DETAILS
M7.1
10 FAN COIL TO PLENUM CONNECTION DETAIL
7
UTILITY SET EXHAUST FAN MOUNTING DETAIL
11 DUCT THRU ROOF DETAIL
8
DUCT TAKE-OFF DETAIL
5
SPLIT SYSTEM HEAT PUMP CONTROL DIAGRAM
2
WALL FIRE/SMOKE DAMPER DETAIL
12 CEILING MOUNTED EXHAUST FAN DETAIL
9
DUCT LINER DETAIL
6
EXHAUST FAN CONTROL DIAGRAM
3
CONDENSING UNIT MOUNTING DETAIL
4
1
SIDEWALL DIFFUSER/CEILING RETURN CONNECTION DETAIL
THERMOSTAT MOUNTING DETAIL
1
2
FOR CONSTRUCTION
OR RECORDING
SCHEMATIC NOT
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GLENDALE
SENIOR
APARTMENTS
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6515 W. MARYLAND AVE.
GLENDALE, AZ 85301
(623)-937-0418
09/19/22
100% DD Set
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SUITE 200
MECHANICAL
DETAILS
M7.2
ROOF CAP DETAIL
5
DUCT SMOKE DETECTOR MOUNTING DETAIL
4
CONDENSING UNIT PIPING DIAGRAM
2
DUCT SUPPORT DETAILS
6 REFRIGERANT PIPE THRU ROOF DETAIL
3
1
FAN COIL SUPPORT DETAIL
VERTICAL FURNACE INSTALLATION DETAIL
7
LOUVER CONNECTION DETAIL
8
DRYER VENT HOOD DETAIL
9
A
C
B
TYPICAL DUCT HANGER DETAIL
10
DUCT THRU EXTERIOR WALL
11
NOT USED
12
FOR CONSTRUCTION
OR RECORDING
SCHEMATIC NOT
A R C H I T E C T U R E. P L A N N I N G.
L A N D S C A P E A R C H I T E C T U R E.
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Proj Mgr.
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Date:
Description:
Rev.
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GLENDALE
SENIOR
APARTMENTS
MERCY HOUSING
6515 W. MARYLAND AVE.
GLENDALE, AZ 85301
(623)-937-0418
09/19/22
100% DD Set
Design Development
Author
| expect a difference |
www.salasobrien.com
09-19-22
4745 N. 7th STREET
TEL: (480) 966-6266
PHOENIX, AZ 85014
SUITE 200
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SENIOR
APARTMENTS
MERCY HOUSING
6515 W. MARYLAND AVE.
GLENDALE, AZ 85301
(623)-937-0418
08/29/22
50% DD Set
Design Development
Author
PLUMBING COVER
SHEET
P0.1
SHEET INDEX
P0.1
PLUMBING COVER SHEET
P0.2
PLUMBING SPECIFICATIONS
PLUMBING SCHEDULES
·
·
·
·
·
·
·
·
·
·
·
·
·
PLUMBING LEGEND
WATER CLOSETS (TOILETS) - FLUSHOMETER VALVE
TYPE SINGLE FLUSH, MAXIMUM FLUSH VOLUME
WATER CLOSETS (TOILETS) - TANK TYPE
URINALS, MAXIMUM FLUSH VOLUME
PUBLIC LAVATORY FAUCETS: MAXIMUM FLOW RATE -
0.5 GPM (1.9 L/MIN.)
PUBLIC METERING SELF-CLOSING FAUCETS:
MAXIMUM FLOW RATE - 0.25 (1.0 L) PER METERING
CYCLE
ASME A 112.19.2/CSA B45.1 -
1.28 GPF (4.8 L)
U.S. EPA WATERSENSE TANK-TYPE HIGH EFFICIENCY
TOILET SPECIFICATION
ASME A 112.19.2/CSA B45.1 -
0.125 GPF (1.9 L)
ASME A 112.18.1/CSA B125.1
ASME A 112.18.1/CSA B125.1
REQUIRED STANDARDS
PLUMBING FIXTURES AND FIXTURE FITTINGS
WATER CLOSETS (TOILETS) - FLUSHOMETER VALVE
TYPE DUAL FLUSH, MAXIMUM FLUSH VOLUME
ASME A 112.19.2 AND USEPA WATERSENSE
TANK-TYPE HIGH-EFFICIENCY TOILET SPECIFICATION
- 1.28 GPF (4.8 L)
URINALS, NONWATER URINALS
ASME A 112.19.19 (VITREOUS CHINA) ANSI
Z124.9-2004 OR IAPMO Z124.9 (PLASTIC)
RESIDENTIAL BATHROOM LAVATORY SINK FAUCETS:
MAXIMUM FLOW RATE - 1.5 GPM (5.7L/MIN)
ASME A 112.18.1/CSA B125.1
FIXTURE TYPE
MAXIMUM FLOW RATE
WATER REDUCTION FIXTURE FLOW RATES
METERING FAUCETS
0.20 GALLONS PER CYCLE
KITCHEN FAUCETS
1.8 GPM AT 60 PSI
METERING FAUCETS FOR WASH FOUNTAINS
0.20 [RIM SPACE (IN.)/20 GPM AT 60 PSI]
WASH FOUNTAINS
1.8 [RIM SPACE (IN.)/20 GPM AT 60 PSI]
FIXTURE TYPE
MAXIMUM FLOW RATE
WATER CONSERVATION FIXTURE FLOW RATES
URINALS
0.125 GALLONS PER FLUSH
SHOWERHEADS
2.0 GPM AT 80 PSI
WATER CLOSETS
1.28 GALLONS PER FLUSH
PIPE INSULATION THICKNESS
SPACE COOLING SYSTEMS(CHILLED WATER, REFRIGERANT AND BRINE)
0.29 - 0.31
100
250
150
125
200
<=1
INSULATION THICKNESS REQUIRED(INCHES)
2.5
SPACE HEATING, HOT WATER SYSTEMS(STEAM, STEAM CONDENSATE AND HOT WATER) AND SERVICE HEATING SYSTEMS
251-350
ABOVE 350
201-250
141-200
105-140
0.21 - 0.27
75
40-60
0.32 - 0.34
0.27 - 0.30
0.25 - 0.29
0.22 - 0.28
NOMINAL PIPE DIAMETER(INCHES)
3.0
4.5
1.5
1.0
0.5
2.5
4.0
5.0
1.5
1.5
0.5
1 - < 1.5
2.5
4.5
5.0
2.0
1.5
1.0
1.5 - < 4
3.0
4.5
5.0
2.0
1.5
1.0
4 - < 8
3.0
4.5
5.0
2.0
1.5
1.0
8 <
FLUID
TEMPERATURE
RANGE (°F)
CONDUCTIVITY RANGE
(BTU-INCH PER HOUR PER
SQ. FT. PER °F)
INSULATION MEAN RATING
TEMPERATURE (°F)
PLUMBING MANDATORY MEASURES
PLUMBING GENERAL NOTES:
APPLICABLE CODES
P2.1.1
FIRST FLOOR PLUMBING PLAN - WASTE & VENT
P0.3
P1.0
PLUMBING SITE PLAN
P2.2.2
P2.1.2
P2.2.1
FIRST FLOOR PLUMBING PLAN - HOT & COLD WATER
SECOND FLOOR PLUMBING PLAN - WASTE & VENT
SECOND FLOOR PLUMBING PLAN - HOT & COLD WATER
P2.3.2
P2.3.1
THIRD FLOOR PLUMBING PLAN - WASTE & VENT
THIRD FLOOR PLUMBING PLAN - HOT & COLD WATER
P2.4.2
P2.4.1
FOURTH FLOOR PLUMBING PLAN - WASTE & VENT
FOURTH FLOOR PLUMBING PLAN - HOT & COLD WATER
P3.1
PLUMBING ROOF PLAN
P6.1.1
UNIT PLANS
P6.1.2
UNIT PLANS
P6.1.3
UNIT PLANS
P6.2.1
ENLARGED PLANS
P6.2.2
ENLARGED PLANS
P6.2.3
ENLARGED PLANS
P7.1
DETAILS
P7.2
DETAILS
09/19/22
100% DD Set
Design Development
FOR CONSTRUCTION
OR RECORDING
SCHEMATIC NOT
A R C H I T E C T U R E. P L A N N I N G.
L A N D S C A P E A R C H I T E C T U R E.
+
CRITICAL THINKING / CREATIVE DESIGN
ASSOCIATES
TODD
4019 N. 44TH ST. / PHOENIX, AZ 85018
602 - 952 - 8280 / TODDASSOC.COM
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DATA
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22-2015-00
GLENDALE
SENIOR
APARTMENTS
MERCY HOUSING
6515 W. MARYLAND AVE.
GLENDALE, AZ 85301
(623)-937-0418
08/29/22
50% DD Set
Design Development
Author
PLUMBING
SPECIFICATIONS
P0.2
09/19/22
100% DD Set
Design Development
FOR CONSTRUCTION
OR RECORDING
SCHEMATIC NOT
A R C H I T E C T U R E. P L A N N I N G.
L A N D S C A P E A R C H I T E C T U R E.
+
CRITICAL THINKING / CREATIVE DESIGN
ASSOCIATES
TODD
4019 N. 44TH ST. / PHOENIX, AZ 85018
602 - 952 - 8280 / TODDASSOC.COM
Copyright 2021 Todd & Associates, Inc.
p
f
PROJECT
NO.
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DATA
"PROMPT PAYMENT NOTICE"
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Proj Mgr.
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Date:
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PHASE
22-2015-00
GLENDALE
SENIOR
APARTMENTS
MERCY HOUSING
6515 W. MARYLAND AVE.
GLENDALE, AZ 85301
(623)-937-0418
08/29/22
50% DD Set
Design Development
Author
PLUMBING
SCHEDULES
P0.3
FIXTURE DATA
PLUMBING FIXTURE SCHEDULE
PLUMBING EQUIPMENT SCHEDULE
DOMESTIC WATER SIZING
PIPE SIZE
FLOW
RATE
GPM
FIXTURE UNITS
1/2"
2
0
3/4"
5
0
1"
10
0
1-1/4"
18
0
1-1/2"
29
2"
60
10
FLUSH VALVE
HOT WATER
COLD WATER
TANK
FLUSH TANK
COLD WATER
0
4
12
24
46
SIZE BASED OFF 3.0 PSI / LOSS
63
155
105
245
380
245
2-1/2"
0
4
12
24
46
119
DOMESTIC WATER CALCULATIONS
COLD WATER PIPE SIZING IS BASED ON UPON A MAXIMUM VELOCITY OF (8) FEET PER SECOND
WITH MAXIMUM PRESSURE LOSS OF 2.6 PSI/100'.
STREET MAIN PRESSURE PER LADWP =
METER SIZE
C. PRESSURE LOSS THROUGH___________inch Meter
MAX PRESS.
2"
F. PRESSURE LOSS DUE TO ELEVATION
G. RESIDUAL PRESSURE
H. TOTAL PRESSURE LOSSES
I. PRESSURE AVAILABLE FOR FRICTION LOSS IN SYSTEM
J. PRESSURE/100ft
A. MINIMUM PRESSURE AT CITY MAIN
60
3.4 psi
20.0
13
6.02
D. PRESSURE LOSS THROUGH___________inch REDUCED PRESSURE BACKFLOW PREVENTER
42.42
17.6
2.73
______________ft X 0.43 =
(I/EQUIVALENT LENGTH X100)
60 psi
MIN PRESS. 55 psi
_______FU
_______GPM
DEVELOPED LENGTH
560
15% OF DEVELOPED LENGTH
FT
EQUIVALENT LENGTH (DEVELOPED LENGTH +15%)
84
644
PIPING MATERIAL
PRESSURE REDUCING VALVE
BACKFLOW PREVENTION DEVICE
SIZE_____
SIZE_____
MAKE_____
MODEL_____
NA
2-1/2"
2"
14
198
90
17.6 / 644 x 100 =
(BUILDING)
** WATER CALCULATIONS ARE BASED ON ESTIMATED VALUES. CONTACT ENGINEER AND ARCHITECT IF VALUES DO NOT MATCH
psi
psi
psi
psi
psi
psi
psi
2-1/2"
WATTS
LF909
09/19/22
100% DD Set
Design Development
T
T
FNC ST 6' CL
FNC END
FNC END
FNC ST 6' CL NG
FNC BEGIN TEMP UC 6' CL NG
FNC NG
FNC END CONTNG
1172.51
1173.44
1173.43
1172.67
1172.70
1172.45
1171.69
1666
1667
1668
1669
1670
1671
1672
LINE ST SPAAED HUMP
LINE END
1171.34
1171.26
1397
1403
PALM TREE 2' D
TREE 1' D NG
1171.64
1171.45
LG1 ST
LG1
LG1 P
LG2 ST
LG1
LG1 END
LG1 ST
LG2 ST
LG2
LG2
LG1 END
LG2
LG2 END
LG1 ST
LG1 END P
LG
LG
1171.141171.20
1171.08
1171.06
1170.93
1171.19
1170.55
1170.64
1170.46
1170.41
1170.27
1170.70
1170.71
1172.21
1172.30
1171.29
1171.32
1098
1107
1108
1124
1175
1176
1465
1470
1476
1526
1531
1543
1544
1625
1648
1802
1803
1171.22
1171.22
1171.11
1171.89
1172.49
1172.68
1171.62
1171.52
1171.47
1171.51
1171.54
1171.61
1171.45
1171.30
1171.34
1171.62
1171.69
1171.65
1171.47
1171.25
1171.32
1170.97
1171.05
1170.95
1171.01
1170.52
1170.04
1170.08
1170.29
1170.50
1170.54
1170.71
1170.80
1171.14
1172.14
1172.29
1172.33
1172.58
1172.72
1172.93
1172.92
1172.77
1172.74
1173.02
1048
1099
1117
1122
1133
1153
1178
1179
1181
1187
1238
1295
1308
1352
1409
1412
1459
1463
1466
1494
1495
1502
1507
1508
1513
1533
1534
1537
1540
1600
1601
1615
1627
1628
1631
1643
1644
1647
1663
TW
TW
TW
TW
TW
TW
TW
TW
TW
TW
TW
TW
TW
TW
TW
TW
TW
TW
TW
1172.74
1172.51
1171.41
1171.55
1171.57
1171.67
1171.69
1171.68
1171.69
1171.73
1171.57
1171.51
1171.57
1171.59
1171.21
1171.21
1171.18
1171.03
1171.72
1053
1065
1202
1211
1223
1228
1265
1301
1313
1334
1355
1367
1372
1389
1419
1431
1432
1447
1805
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC C
TC
TC
TC
TC
TC
TC
TC
TC C
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC C
TC
TC
1172.72
1172.31
1172.19
1172.15
1172.16
1171.78
1171.73
1171.13
1171.11
1171.15
1171.51
1170.92
1170.95
1171.01
1171.44
1171.18
1171.16
1171.21
1171.27
1171.35
1171.26
1171.26
1171.27
1171.29
1171.32
1171.31
1171.62
1171.32
1171.34
1171.34
1171.50
1171.14
1171.16
1171.14
1171.16
1171.19
1171.21
1170.79
1170.74
1170.71
1170.69
1170.62
1170.59
1171.11
1170.47
1172.51
1172.86
1171.35
OE PP STLT NG
OE END CONT PPU STLT
OE1 ST
OE1 END E & W
OE E PP
OE PPU STLT NG
OE PP NG
OE1 ST
OE2 ST
OE1 END CONT
OE2 END CONT
OE1 ST
OE PPU STLT NG
OE1 END CONT S PP
OE PP
OE W & S PP
OE PP
OE PP STLT
OE PP
OE END W PP
1172.87
1174.61
1174.72
1171.32
1192.29
1171.63
1171.87
1171.87
1171.87
1171.28
1171.60
1171.38
1171.38
1171.29
1171.02
1170.78
1170.63
1190.55
1190.57
1190.80
1172.68
1171.96
1172.18
1172.14
1047
1592
1595
1599
1172.33
1172.31
1172.24
1172.23
1172.12
1172.07
1172.04
1171.70
1171.35
1171.30
1171.07
1171.041171.02
1171.06
1171.10
1171.00
1171.04
1171.03
1171.04
1171.07
1171.08
1171.05
1170.95
1170.861170.86
1170.93
1170.89
1171.14
1171.03
1170.84
1170.87
1170.87
1170.89
1170.91
1170.92
1170.98
1171.04
1171.07
1171.07
1171.13
1171.10
1171.18
1171.18
1171.23
1171.14
1171.16
1171.18
1171.21
1171.20
1171.20
1171.22
1171.19
1171.21
1171.20
1171.19
1171.20
1171.23
1171.25
1171.27
1171.27
1171.28
1171.04
1170.99
1171.10
1171.06
1171.08
1171.05
1171.04
1171.08
1171.09
1171.10
1171.12
1171.11
1170.76
1170.87
1170.71
1170.71
1170.71
1170.67
1170.71
1170.66
1170.65
1170.57
1170.54
1170.48
1170.69
1170.51
1170.61
1170.32
1170.48
1170.42
1170.41
1170.47
1170.48
1170.06
1169.58
1169.60
1169.87
1170.21
1170.13
1170.33
1170.32
1170.35
1170.32
1170.21
1170.27
1170.38
1171.64
1171.78
1171.87
1172.02
1172.11
1172.53
1172.89
1172.17
1172.12
1172.24
1172.90
1172.53
1172.25
1172.36
1172.52
1171.23
1171.26
1046
1051
1054
1057
1060
1063
1066
1069
1078
1081
1112
1113 1114
1115
1116
1123
1134
1137
1144
1147
1154
1160
1167
1168
1169
1170
1171
1177
1180
1182
1186
1191
1194
1197
1201
1204
1212
1215
1218
1221
1224
1227
1230
1233
1237
1243
1246
1261
1264
1288
1291
1294
1297
1300
1303
1307
1314
1318
1325
1328
1335
1340
1351
1356
1359
1362
1365
1368
1371
1378
1381
1390
1393
1408
1411
1418
1421
1424
1427
1430
1433
1437
1440
1443
1446
1450
1460
1464
1473
1480
1481
1482
1483
1493
1496
1501
1506
1509
1514
1517
1527
1528
1529
1530
1532
1535
1536
1598
1602
1614
1617
1626
1629
1630
1634
1637
1640
1642
1645
1646
1656
1662
1801
1804
EOA
EOA
EOA
EOA
EOA PC
EOA
EOA PT
EOA END
EOA ST
EOA
EOA
EOA
EOA END
EOA ST PC
EOA1 ST PC
EOA1
EOA1 PT
EOA
EOA
EOA1
EOA
EOA1
EOA1 PC
EOA
EOA
EOA1
EOA1 PC
EOA1
EOA1 END CONT
EOA1 ST N
EOA1EOA1
EOA1 END
EOA
EOA
EOA
EOA PT
EOA
EOA
EOA
EOA
EOA
EOA END
1172.80
1172.13
1171.91
1171.86
1171.49
1171.40
1171.31
1171.16
1171.69
1171.63
1171.67
1171.65
1171.70
1170.74
1170.68
1170.90
1171.13
1171.25
1171.55
1171.25
1171.75
1171.59
1171.85
1171.87
1171.93
1171.85
1171.82
1171.84
1171.78
1171.82
1171.78
1171.76
1171.73
1171.91
1172.07
1172.23
1172.47
1172.54
1172.64
1172.77
1172.91
1172.84
1172.60
RIM
RIM
RIM
RIM
RIM
RIM
RIM
RIM
RIM
RIM
RIM
RIM
RIM
RIM
RIM
1172.22
1171.85
1171.53
1170.78
1171.38
1171.29
1171.68
1171.36
1171.21
1171.27
1170.67
1170.69
1170.98
1170.33
1170.38
WOOD BARRICADE POST .50X.50
WOOD BARRICADE POST .50X.50
WOOD BARRICADE POST .50X.50
TJB QWEST ENG
AREA UNDER CONSTRUCTION
5
4
4
4
8' EASEMENT FOR UNDERGROUND
TELECOMMUNICATIONS LINES
9.2' EASEMENT FOR
PUBLIC RIGHT-OF-WAY
25' EASEMENT FOR
PUBLIC RIGHT-OF-WAY
25' EASEMENT FOR
PUBLIC RIGHT-OF-WAY
R/W
R/W
25'
30'
R/W
25'
R/W
35'
R/W
25'
R/W
25'
R/W
25'
R/W
30'
R/W
25'
R/W
30'
R/W
60'
R/W
30'
VCRT ST
VCRT ST PC
VCLT
VCLT PT
VCLT TW
VCLT TW
VCRT PC
VCRT IPC
VCRT PT
VCRT ST TW
VCLT
VCRT TW
VCLT
VCRT
VCRT
VCLT
VCLT PC
VCLT
VCLT END
VCRT PC
VCRT PC
VCRT END
VCRT ST PC
VCRT
VCRT END
VCRT ST PC
VCRT
VCRT
VCRT END
VCRT ST PC
VCRT
VCRT PT
VCRT ST PC
VCRT
VCRT END
VCRT ST PC
VCRT
VCRT PT
VCRT END
1269
1558
1041
1206
1207
1208
1210
1278
1344
1345
1346
1353
1354
1415
1416
1435
1454
1538
1550
1559
1560
1561
1043
1072
1075
1084
1087
1089
1092
1093
1250
1251
1254
1255
1258
1469
1545
1546
1549
1551
1554
1556
1563
1565
1568
1570
1573
1576
1579
1580
1583
1587
1588 1590
1591
1606
1609
1610
1620
1623
1650
1653
1659
1660
1661
RCRT END
CCLT ST TC IPC
CCLT TC
CCLT END TC
1050
1058
1059
1064
1068
1079
1080
1138
1143
1148
1161
1190
1195
1196
1203
1216
1217
1222
1229
1234
1242
1247
1260
1289
1290
1296
1302
1319
1324
1329
1339
1360
1361
1366
1377
1382
1394
1420
1425
1426
1436
1441
1442
1451
1518
1616
1657
1800
1000
1003
1004
1007
1009
1010
1014
1158
1164
1349
1486
1487
1490
1499
1520
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
1095
1096
1097
1268
1665
1
2
C
C
E
TB
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
W PALMAIRE AVENUE
N 50TH AVENUE
W GLENN DRIVE
N 48TH LANE
R-3
RESIDENTIAL
R-3
RESIDENTIAL
R-3
RESIDENTIAL
R-3
RESIDENTIAL
C-3 HEAVY
COMMERICAL
C-2 GENERAL
COMMERCIAL
C-2 GENERAL
COMMERCIAL
GCO GLENDALE CENTERLINE
OVERLAY DISTRICT
BOCCE
LAWN
LAWN
VERANDA
GARDEN
DOG RUN
PERGOLA
KIVA: 20-3332
SDEV: 2007863
PAPP: 2013440
QS: 40-33
SITE
51ST AVENUE
GLENDALE AVENUE
PALMAIRE
GLENN DRIVE
N 48TH DRIVE
N 48TH LANE
50TH AVE
MYRTLE AVE
N
KEYNOTES
FOR CONSTRUCTION
OR RECORDING
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L A N D S C A P E A R C H I T E C T U R E.
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GLENDALE
SENIOR
APARTMENTS
MERCY HOUSING
6515 W. MARYLAND AVE.
GLENDALE, AZ 85301
(623)-937-0418
08/29/22
50% DD Set
Design Development
Author
PLUMBING
SITE PLAN
P1.0
1" = 30'-0"
1 PLUMBING SITE PLAN
09/19/22
100% DD Set
Design Development
UP
UP
STAIR 2
ENTRY
CANOPY
1-1
1-2
1-3
1-6
1-7
1-8
1-5
1-9
1-10
1-11
1-A
1-C
1-E
1-G
1-H
1-I
UNIT B2
139
UNIT B1
138
UNIT A1
136
UNIT A1
134
UNIT A1
132
UNIT A1
130
UNIT A1
128
UNIT B1
126
UNIT A1
137
UNIT A1
135
UNIT A1
133
UNIT A1
131
UNIT A1
129
UNIT A1
127
UNIT A1
125
UNIT A1
113
UNIT A1
110
UNIT A1
108
UNIT A1
106
UNIT A1
104
UNIT B1
102
UNIT B2
101
UNIT A1
103
UNIT A1
105
UNIT A1
107
UNIT A1
109
UNIT A1
111
977 SF
COMMUNITY
ROOM
CH112
317 SF
KITCHEN
CH114
609 SF
FITNESS
CH111
211 SF
OFFICE
CH105
73 SF
MDF
U101
JAN.
U102
303 SF
RESIDENT
SERVICES
CH103
147 SF
OFFICE
CH101
180 SF
OFFICE
CH102
152 SF
OFFICE
CH104
331 SF
WORK
ROOM
CH106
STOR.
CH107
STOR.
CH108
REST.
CH105
152 SF
OFFICE
CH109
169 SF
OFFICE
CH110
857 SF
LOBBY
CH113
237 SF
MAIL ROOM
CH117
337 SF
BREAK
ROOM
CH119
346 SF
FOOD
PANTRY
CH120
349 SF
REFUSE
TERMINATION
U105
REFUSE
U104
705 SF
MAINTENANCE
U107
STAIR 1
STAIR 3
IT
U109
REST.
CH116
REST.
CH115
ELEV. 1
ELEV. 2
OUTDOOR PATIO
CORRIDOR
C103
CORRIDOR
C102
CORRIDOR
C101
69 SF
JAN.
U108
117 SF
MAIL
STORAGE
CH118
19 SF
F.R.
U106
LAUNDRY
U115
UNIT B1 TYPE
A
U125
FOR CONSTRUCTION
OR RECORDING
SCHEMATIC NOT
A R C H I T E C T U R E. P L A N N I N G.
L A N D S C A P E A R C H I T E C T U R E.
+
CRITICAL THINKING / CREATIVE DESIGN
ASSOCIATES
TODD
4019 N. 44TH ST. / PHOENIX, AZ 85018
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Copyright 2021 Todd & Associates, Inc.
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PROJECT
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CLIENT
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DATA
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Proj Mgr.
Dwn By:
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Description:
Rev.
PHASE
22-2015-00
GLENDALE
SENIOR
APARTMENTS
MERCY HOUSING
6515 W. MARYLAND AVE.
GLENDALE, AZ 85301
(623)-937-0418
08/29/22
50% DD Set
Design Development
Author
FIRST FLOOR
PLUMBING PLAN -
WASTE & VENT
P2.1.1
3/32" = 1'-0"
1 FIRST FLOOR PLUMBING PLAN - WASTE & VENT
09/19/22
100% DD Set
Design Development
UP
UP
STAIR 2
ENTRY
CANOPY
1-1
1-2
1-3
1-6
1-7
1-8
1-5
1-9
1-10
1-11
1-A
1-C
1-E
1-G
1-H
1-I
UNIT B2
139
UNIT B1
138
UNIT A1
136
UNIT A1
134
UNIT A1
132
UNIT A1
130
UNIT A1
128
UNIT B1
126
UNIT A1
137
UNIT A1
135
UNIT A1
133
UNIT A1
131
UNIT A1
129
UNIT A1
127
UNIT A1
125
UNIT A1
113
UNIT A1
110
UNIT A1
108
UNIT A1
106
UNIT A1
104
UNIT B1
102
UNIT B2
101
UNIT A1
103
UNIT A1
105
UNIT A1
107
UNIT A1
109
UNIT A1
111
977 SF
COMMUNITY
ROOM
CH112
317 SF
KITCHEN
CH114
609 SF
FITNESS
CH111
211 SF
OFFICE
CH105
73 SF
MDF
U101
JAN.
U102
303 SF
RESIDENT
SERVICES
CH103
147 SF
OFFICE
CH101
180 SF
OFFICE
CH102
152 SF
OFFICE
CH104
331 SF
WORK
ROOM
CH106
STOR.
CH107
STOR.
CH108
REST.
CH105
152 SF
OFFICE
CH109
169 SF
OFFICE
CH110
857 SF
LOBBY
CH113
237 SF
MAIL ROOM
CH117
337 SF
BREAK
ROOM
CH119
346 SF
FOOD
PANTRY
CH120
349 SF
REFUSE
TERMINATION
U105
REFUSE
U104
705 SF
MAINTENANCE
U107
STAIR 1
STAIR 3
IT
U109
REST.
CH116
REST.
CH115
ELEV. 1
ELEV. 2
OUTDOOR PATIO
CORRIDOR
C103
CORRIDOR
C102
CORRIDOR
C101
69 SF
JAN.
U108
117 SF
MAIL
STORAGE
CH118
19 SF
F.R.
U106
LAUNDRY
U115
UNIT B1 TYPE
A
U125
FOR CONSTRUCTION
OR RECORDING
SCHEMATIC NOT
A R C H I T E C T U R E. P L A N N I N G.
L A N D S C A P E A R C H I T E C T U R E.
+
CRITICAL THINKING / CREATIVE DESIGN
ASSOCIATES
TODD
4019 N. 44TH ST. / PHOENIX, AZ 85018
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Copyright 2021 Todd & Associates, Inc.
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PROJECT
NO.
CLIENT
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CONTACT
DATA
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Proj Mgr.
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Description:
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PHASE
22-2015-00
GLENDALE
SENIOR
APARTMENTS
MERCY HOUSING
6515 W. MARYLAND AVE.
GLENDALE, AZ 85301
(623)-937-0418
08/29/22
50% DD Set
Design Development
Author
FIRST FLOOR
PLUMBING PLAN -
HOT & COLD
WATER
P2.1.2
3/32" = 1'-0"
1 FIRST FLOOR PLUMBING PLAN - HOT & COLD WATER
09/19/22
100% DD Set
Design Development
UP
UP
OPEN TO
BELOW
1-1
1-2
1-3
1-6
1-7
1-8
1-5
1-9
1-10
1-11
1-A
1-C
1-E
1-G
1-H
1-I
UNIT B2
239
UNIT B1
238
UNIT A1
236
UNIT A1
234
UNIT A1
232
UNIT A1
230
UNIT A1
228
UNIT B1
226
UNIT A1
237
UNIT A1
235
UNIT A1
233
UNIT A1
231
UNIT A1
229
UNIT A1
227
UNIT A1
225
UNIT A1
213
UNIT A1
210
UNIT A1
208
UNIT A1
206
UNIT A1
204
UNIT B1
202
UNIT B2
201
UNIT A1
203
UNIT A1
205
UNIT A1
207
UNIT A1
209
UNIT A1
211
UNIT B2
224
UNIT A1
223
UNIT A1
221
UNIT A1
222
UNIT A1
220
UNIT A1
218
UNIT A1
217
UNIT A1
216
UNIT A1
215
IT
U203
REFUSE
U205
ELEC.
U206
STOR.
U204
JAN.
U207
318 SF
LIBRARY
CH202
175 SF
LAUNDRY
U201
IT
U208
STAIR 1
STAIR 3
STAIR 2
CORRIDOR
C203
CORRIDOR
C202
CORRIDOR
C201
ELEV. 1
ELEV. 2
ELEC.
U117
UNIT A1 TYPE
A
U120
UNIT B1 TYPE
A
U123
UNIT S1
U118
FOR CONSTRUCTION
OR RECORDING
SCHEMATIC NOT
A R C H I T E C T U R E. P L A N N I N G.
L A N D S C A P E A R C H I T E C T U R E.
+
CRITICAL THINKING / CREATIVE DESIGN
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4019 N. 44TH ST. / PHOENIX, AZ 85018
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Copyright 2021 Todd & Associates, Inc.
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PROJECT
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DATA
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Proj Mgr.
Dwn By:
Rev.
Date:
Description:
Rev.
PHASE
22-2015-00
GLENDALE
SENIOR
APARTMENTS
MERCY HOUSING
6515 W. MARYLAND AVE.
GLENDALE, AZ 85301
(623)-937-0418
08/29/22
50% DD Set
Design Development
Author
SECOND FLOOR
PLUMBING PLAN -
WASTE & VENT
P2.2.1
3/32" = 1'-0"
1
SECOND FLOOR PLUMBING PLAN - WASTE & VENT
09/19/22
100% DD Set
Design Development
UP
UP
OPEN TO
BELOW
1-1
1-2
1-3
1-6
1-7
1-8
1-5
1-9
1-10
1-11
1-A
1-C
1-E
1-G
1-H
1-I
UNIT B2
239
UNIT B1
238
UNIT A1
236
UNIT A1
234
UNIT A1
232
UNIT A1
230
UNIT A1
228
UNIT B1
226
UNIT A1
237
UNIT A1
235
UNIT A1
233
UNIT A1
231
UNIT A1
229
UNIT A1
227
UNIT A1
225
UNIT A1
213
UNIT A1
210
UNIT A1
208
UNIT A1
206
UNIT A1
204
UNIT B1
202
UNIT B2
201
UNIT A1
203
UNIT A1
205
UNIT A1
207
UNIT A1
209
UNIT A1
211
UNIT B2
224
UNIT A1
223
UNIT A1
221
UNIT A1
222
UNIT A1
220
UNIT A1
218
UNIT A1
217
UNIT A1
216
UNIT A1
215
IT
U203
REFUSE
U205
ELEC.
U206
STOR.
U204
JAN.
U207
318 SF
LIBRARY
CH202
175 SF
LAUNDRY
U201
IT
U208
STAIR 1
STAIR 3
STAIR 2
CORRIDOR
C203
CORRIDOR
C202
CORRIDOR
C201
ELEV. 1
ELEV. 2
ELEC.
U117
UNIT A1 TYPE
A
U120
UNIT B1 TYPE
A
U123
UNIT S1
U118
FOR CONSTRUCTION
OR RECORDING
SCHEMATIC NOT
A R C H I T E C T U R E. P L A N N I N G.
L A N D S C A P E A R C H I T E C T U R E.
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CRITICAL THINKING / CREATIVE DESIGN
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4019 N. 44TH ST. / PHOENIX, AZ 85018
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Copyright 2021 Todd & Associates, Inc.
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PROJECT
NO.
CLIENT
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Proj Mgr.
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Description:
Rev.
PHASE
22-2015-00
GLENDALE
SENIOR
APARTMENTS
MERCY HOUSING
6515 W. MARYLAND AVE.
GLENDALE, AZ 85301
(623)-937-0418
08/29/22
50% DD Set
Design Development
Author
SECOND FLOOR
PLUMBING PLAN -
HOT & COLD
WATER
P2.2.2
3/32" = 1'-0"
1
SECOND FLOOR PLUMBING PLAN - HOT & COLD WATER
09/19/22
100% DD Set
Design Development
UP
1-1
1-2
1-3
1-6
1-7
1-8
1-5
1-9
1-10
1-11
1-A
1-C
1-E
1-G
1-H
1-I
UNIT B2
339
UNIT B1
338
UNIT A1
336
UNIT A1
334
UNIT A1
332
UNIT A1
330
UNIT A1
328
UNIT B1
326
UNIT A1
337
UNIT A1
335
UNIT A1
333
UNIT A1
331
UNIT A1
329
UNIT A1
327
UNIT A1
325
UNIT A1
313
UNIT A1
310
UNIT A1
308
UNIT A1
306
UNIT A1
304
UNIT B1
302
UNIT B2
301
UNIT A1
303
UNIT A1
305
UNIT A1
307
UNIT A1
309
UNIT A1
311
UNIT B2
324
UNIT A1
323
UNIT A1
321
UNIT A1
322
UNIT A1
320
UNIT A1
318
UNIT A1
317
UNIT A1
316
UNIT A1
315
UNIT B1
319
STAIR 1
STAIR 3
REFUSE
U305
IT
U303
STOR.
U304
ELEC.
U306
JAN.
U307
ELEV. 1
ELEV. 2
CORRIDOR
234
CORRIDOR
235
CORRIDOR
236
ELEV. 1
ELEV. 2
IT
U308
UNIT B1 TYPE
A
U124
LAUNDRY
142
IDF
143
UNIT A1 TYPE
A
18
UNIT S1
20
FOR CONSTRUCTION
OR RECORDING
SCHEMATIC NOT
A R C H I T E C T U R E. P L A N N I N G.
L A N D S C A P E A R C H I T E C T U R E.
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Proj Mgr.
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Rev.
PHASE
22-2015-00
GLENDALE
SENIOR
APARTMENTS
MERCY HOUSING
6515 W. MARYLAND AVE.
GLENDALE, AZ 85301
(623)-937-0418
08/29/22
50% DD Set
Design Development
Author
THIRD FLOOR
PLUMBING PLAN -
WASTE & VENT
P2.3.1
3/32" = 1'-0"
1
THIRD FLOOR PLUMBING PLAN - WASTE & VENT
09/19/22
100% DD Set
Design Development
UP
1-1
1-2
1-3
1-6
1-7
1-8
1-5
1-9
1-10
1-11
1-A
1-C
1-E
1-G
1-H
1-I
UNIT B2
339
UNIT B1
338
UNIT A1
336
UNIT A1
334
UNIT A1
332
UNIT A1
330
UNIT A1
328
UNIT B1
326
UNIT A1
337
UNIT A1
335
UNIT A1
333
UNIT A1
331
UNIT A1
329
UNIT A1
327
UNIT A1
325
UNIT A1
313
UNIT A1
310
UNIT A1
308
UNIT A1
306
UNIT A1
304
UNIT B1
302
UNIT B2
301
UNIT A1
303
UNIT A1
305
UNIT A1
307
UNIT A1
309
UNIT A1
311
UNIT B2
324
UNIT A1
323
UNIT A1
321
UNIT A1
322
UNIT A1
320
UNIT A1
318
UNIT A1
317
UNIT A1
316
UNIT A1
315
UNIT B1
319
STAIR 1
STAIR 3
REFUSE
U305
IT
U303
STOR.
U304
ELEC.
U306
JAN.
U307
ELEV. 1
ELEV. 2
CORRIDOR
234
CORRIDOR
235
CORRIDOR
236
ELEV. 1
ELEV. 2
IT
U308
UNIT B1 TYPE
A
U124
LAUNDRY
142
IDF
143
UNIT A1 TYPE
A
18
UNIT S1
20
FOR CONSTRUCTION
OR RECORDING
SCHEMATIC NOT
A R C H I T E C T U R E. P L A N N I N G.
L A N D S C A P E A R C H I T E C T U R E.
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TODD
4019 N. 44TH ST. / PHOENIX, AZ 85018
602 - 952 - 8280 / TODDASSOC.COM
Copyright 2021 Todd & Associates, Inc.
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PROJECT
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Proj Mgr.
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Rev.
Date:
Description:
Rev.
PHASE
22-2015-00
GLENDALE
SENIOR
APARTMENTS
MERCY HOUSING
6515 W. MARYLAND AVE.
GLENDALE, AZ 85301
(623)-937-0418
08/29/22
50% DD Set
Design Development
Author
THIRD FLOOR
PLUMBING PLAN -
HOT & COLD
WATER
P2.3.2
3/32" = 1'-0"
1
THIRD FLOOR PLUMBING PLAN - HOT & COLD WATER
09/19/22
100% DD Set
Design Development
1-1
1-2
1-3
1-6
1-7
1-8
1-5
1-9
1-10
1-11
1-A
1-C
1-E
1-G
1-H
1-I
UNIT B2
439
UNIT B1
438
UNIT A1
436
UNIT A1
434
UNIT A1
432
UNIT A1
430
UNIT A1
428
UNIT B1
426
UNIT A1
437
UNIT A1
435
UNIT A1
433
UNIT A1
431
UNIT A1
429
UNIT A1
427
UNIT A1
425
UNIT B1
414
UNIT A1
413
UNIT A1
410
UNIT A1
408
UNIT A1
406
UNIT A1
404
UNIT B1
402
UNIT B2
401
UNIT A1
403
UNIT A1
405
UNIT A1
407
UNIT A1
409
UNIT A1
411
UNIT B2
424
UNIT A1
423
UNIT A1
421
UNIT A1
422
UNIT A1
420
UNIT A1
418
UNIT A1
417
UNIT A1
416
UNIT A1
415
UNIT B1
419
IT
U403
STOR.
U404
JAN.
U407
ELEC.
U406
REFUSE
U405
IT
U408
STAIR 1
STAIR 3
ELEV. 1
ELEV. 2
CORRIDOR
237
CORRIDOR
238
CORRIDOR
239
LAUNDRY
144
ELEC.
145
UNIT S1
141
UNIT A1 TYPE
A
19
FOR CONSTRUCTION
OR RECORDING
SCHEMATIC NOT
A R C H I T E C T U R E. P L A N N I N G.
L A N D S C A P E A R C H I T E C T U R E.
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CRITICAL THINKING / CREATIVE DESIGN
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Copyright 2021 Todd & Associates, Inc.
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GLENDALE
SENIOR
APARTMENTS
MERCY HOUSING
6515 W. MARYLAND AVE.
GLENDALE, AZ 85301
(623)-937-0418
08/29/22
50% DD Set
Design Development
Author
FOURTH FLOOR
PLUMBING PLAN -
WASTE & VENT
P2.4.1
3/32" = 1'-0"
1
FOURTH FLOOR PLUMBING PLAN - WASTE & VENT
09/19/22
100% DD Set
Design Development
1-1
1-2
1-3
1-6
1-7
1-8
1-5
1-9
1-10
1-11
1-A
1-C
1-E
1-G
1-H
1-I
UNIT B2
439
UNIT B1
438
UNIT A1
436
UNIT A1
434
UNIT A1
432
UNIT A1
430
UNIT A1
428
UNIT B1
426
UNIT A1
437
UNIT A1
435
UNIT A1
433
UNIT A1
431
UNIT A1
429
UNIT A1
427
UNIT A1
425
UNIT B1
414
UNIT A1
413
UNIT A1
410
UNIT A1
408
UNIT A1
406
UNIT A1
404
UNIT B1
402
UNIT B2
401
UNIT A1
403
UNIT A1
405
UNIT A1
407
UNIT A1
409
UNIT A1
411
UNIT B2
424
UNIT A1
423
UNIT A1
421
UNIT A1
422
UNIT A1
420
UNIT A1
418
UNIT A1
417
UNIT A1
416
UNIT A1
415
UNIT B1
419
IT
U403
STOR.
U404
JAN.
U407
ELEC.
U406
REFUSE
U405
IT
U408
STAIR 1
STAIR 3
ELEV. 1
ELEV. 2
CORRIDOR
237
CORRIDOR
238
CORRIDOR
239
LAUNDRY
144
ELEC.
145
UNIT S1
141
UNIT A1 TYPE
A
19
FOR CONSTRUCTION
OR RECORDING
SCHEMATIC NOT
A R C H I T E C T U R E. P L A N N I N G.
L A N D S C A P E A R C H I T E C T U R E.
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CRITICAL THINKING / CREATIVE DESIGN
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TODD
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Copyright 2021 Todd & Associates, Inc.
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Proj Mgr.
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Rev.
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GLENDALE
SENIOR
APARTMENTS
MERCY HOUSING
6515 W. MARYLAND AVE.
GLENDALE, AZ 85301
(623)-937-0418
08/29/22
50% DD Set
Design Development
Author
FOURTH FLOOR
PLUMBING PLAN -
HOT & COLD
WATER
P2.4.2
3/32" = 1'-0"
1
FOURTH FLOOR PLUMBING PLAN - HOT & COLD WATER
09/19/22
100% DD Set
Design Development
1-1
1-2
1-3
1-6
1-7
1-8
1-5
1-9
1-10
1-11
1-A
1-C
1-E
1-G
1-H
1-I
SLOPE
3/8" /ft.
SLOPE
3/8" /ft.
SLOPE
3/8" /ft.
SLOPE
3/8" /ft.
SLOPE
3/8" /ft.
SLOPE
3/8" /ft.
SLOPE
3/8" /ft.
SLOPE
3/8" /ft.
SLOPE
3/8" /ft.
SLOPE
3/8" /ft.
SLOPE
3/8" /ft.
SLOPE
3/8" /ft.
SLOPE
3/8" /ft.
SLOPE
3/8" /ft.
SLOPE
3/8" /ft.
SLOPE
3/8" /ft.
SLOPE
3/8" /ft.
FOR CONSTRUCTION
OR RECORDING
SCHEMATIC NOT
A R C H I T E C T U R E. P L A N N I N G.
L A N D S C A P E A R C H I T E C T U R E.
+
CRITICAL THINKING / CREATIVE DESIGN
ASSOCIATES
TODD
4019 N. 44TH ST. / PHOENIX, AZ 85018
602 - 952 - 8280 / TODDASSOC.COM
Copyright 2021 Todd & Associates, Inc.
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Proj Mgr.
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PHASE
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GLENDALE
SENIOR
APARTMENTS
MERCY HOUSING
6515 W. MARYLAND AVE.
GLENDALE, AZ 85301
(623)-937-0418
08/29/22
50% DD Set
Design Development
Author
PLUMBING ROOF
PLAN
P3.1
3/32" = 1'-0"
1 PLUMBING ROOF PLAN
09/19/22
100% DD Set
Design Development
175 SF
LAUNDRY
U201
ELEV. 1
ELEV. 2
L
CLO.
ELEC.
U117
SLEEPING
BALCONY
KITCHEN
DINING
R
BATH
UNIT A1 TYPE
A
U120
P
175 SF
LAUNDRY
U201
ELEV. 1
ELEV. 2
L
CLO.
ELEC.
U117
SLEEPING
BALCONY
KITCHEN
DINING
R
BATH
UNIT A1 TYPE
A
U120
P
FOR CONSTRUCTION
OR RECORDING
SCHEMATIC NOT
A R C H I T E C T U R E. P L A N N I N G.
L A N D S C A P E A R C H I T E C T U R E.
+
CRITICAL THINKING / CREATIVE DESIGN
ASSOCIATES
TODD
4019 N. 44TH ST. / PHOENIX, AZ 85018
602 - 952 - 8280 / TODDASSOC.COM
Copyright 2021 Todd & Associates, Inc.
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PROJECT
NO.
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DATA
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Proj Mgr.
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PHASE
22-2015-00
GLENDALE
SENIOR
APARTMENTS
MERCY HOUSING
6515 W. MARYLAND AVE.
GLENDALE, AZ 85301
(623)-937-0418
08/29/22
50% DD Set
Design Development
Author
ENLARGED UNIT
PLANS
P6.1.1
1/4" = 1'-0"
1 ENLARGED PLUMBING PLAN - WASTE & VENT - UNIT S1
1
2
3
4
5
6
7
1/4" = 1'-0"
2 ENLARGED PLUMBING PLAN - HOT & COLD WATER - UNIT S1
09/19/22
100% DD Set
Design Development
KITCHEN
PANTRY
BATHROOM
DINING
LIVING
BEDROOM
CLO.
CLO.
PATIO
ENTRY
KITCHEN
PANTRY
BATHROOM
DINING
LIVING
BEDROOM
CLO.
CLO.
PATIO
ENTRY
ELEC.
U117
KITCHEN
BATH
DINING
LIVING
BEDROOM
CLO.
CLO.
BALCONY
ENTRY
P
R
ELEC.
U117
KITCHEN
BATH
DINING
LIVING
BEDROOM
CLO.
CLO.
BALCONY
ENTRY
P
R
FOR CONSTRUCTION
OR RECORDING
SCHEMATIC NOT
A R C H I T E C T U R E. P L A N N I N G.
L A N D S C A P E A R C H I T E C T U R E.
+
CRITICAL THINKING / CREATIVE DESIGN
ASSOCIATES
TODD
4019 N. 44TH ST. / PHOENIX, AZ 85018
602 - 952 - 8280 / TODDASSOC.COM
Copyright 2021 Todd & Associates, Inc.
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PROJECT
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Proj Mgr.
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GLENDALE
SENIOR
APARTMENTS
MERCY HOUSING
6515 W. MARYLAND AVE.
GLENDALE, AZ 85301
(623)-937-0418
08/29/22
50% DD Set
Design Development
Author
ENLARGED UNIT
PLANS
P6.1.2
1/4" = 1'-0"
1
ENLARGED PLUMBING PLAN - WASTE & VENT - UNIT A1
1/4" = 1'-0"
2
ENLARGED PLUMBING PLAN - HOT & COLD WATER - UNIT A1
1/4" = 1'-0"
3
ENLARGED PLUMBING PLAN - WASTE & VENT - UNIT A1 TYPE A
1/4" = 1'-0"
4
ENLARGED PLUMBING PLAN - HOT & COLD WATER - UNIT A1 TYPE A
09/19/22
100% DD Set
Design Development
DINING
LIVING
KITCHEN
PANTRY
CLO.
CLO.
CLO.
BEDROOM 1
BEDROOM 2
BATHROOM
ENTRY
PATIO
CLO.
L
DINING
LIVING
KITCHEN
PANTRY
CLO.
CLO.
CLO.
BEDROOM 1
BEDROOM 2
BATHROOM
ENTRY
PATIO
CLO.
L
DINING
LIVING
KITCHEN
PANTRY
CLO.
CLO.
CLO.
BEDROOM 1
BEDROOM 2
BATH
ENTRY
BALCONY
L
R
DINING
LIVING
KITCHEN
PANTRY
CLO.
CLO.
CLO.
BEDROOM 1
BEDROOM 2
BATH
ENTRY
BALCONY
L
R
FOR CONSTRUCTION
OR RECORDING
SCHEMATIC NOT
A R C H I T E C T U R E. P L A N N I N G.
L A N D S C A P E A R C H I T E C T U R E.
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CRITICAL THINKING / CREATIVE DESIGN
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TODD
4019 N. 44TH ST. / PHOENIX, AZ 85018
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Copyright 2021 Todd & Associates, Inc.
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Proj Mgr.
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PHASE
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GLENDALE
SENIOR
APARTMENTS
MERCY HOUSING
6515 W. MARYLAND AVE.
GLENDALE, AZ 85301
(623)-937-0418
08/29/22
50% DD Set
Design Development
Author
ENLARGED UINIT
PLANS
P6.1.3
1/4" = 1'-0"
1
ENLARGED PLUMBING PLAN - WASTE & VENT - UNIT B1
1/4" = 1'-0"
2
ENLARGED PLUMBING PLAN - HOT & COLD WATER - UNIT B1
1/4" = 1'-0"
3
ENLARGED PLUMBING PLAN - WASTE & VENT - UNIT B1 TYPE A
1/4" = 1'-0"
4 ENLARGED PLUMBING PLAN - HOT & COLD WATER - UNIT B1 TYPE A
09/19/22
100% DD Set
Design Development
BEDROOM 1
BEDROOM 2
BATHROOM
KITCHEN
CLO.
DINING
ENTRY
PATIO
LIVING
CLO.
CLO.
PANTRY
CLO.
BEDROOM 1
BEDROOM 2
BATHROOM
KITCHEN
CLO.
DINING
ENTRY
PATIO
LIVING
CLO.
CLO.
PANTRY
CLO.
FOR CONSTRUCTION
OR RECORDING
SCHEMATIC NOT
A R C H I T E C T U R E. P L A N N I N G.
L A N D S C A P E A R C H I T E C T U R E.
+
CRITICAL THINKING / CREATIVE DESIGN
ASSOCIATES
TODD
4019 N. 44TH ST. / PHOENIX, AZ 85018
602 - 952 - 8280 / TODDASSOC.COM
Copyright 2021 Todd & Associates, Inc.
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SEAL
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DATA
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Proj Mgr.
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Description:
Rev.
PHASE
22-2015-00
GLENDALE
SENIOR
APARTMENTS
MERCY HOUSING
6515 W. MARYLAND AVE.
GLENDALE, AZ 85301
(623)-937-0418
08/29/22
50% DD Set
Design Development
Author
ENLARGED UINIT
PLANS
P6.1.4
1/4" = 1'-0"
1
ENLARGED PLUMBING PLAN - WASTE & VENT - UNIT B2
1/4" = 1'-0"
2
ENLARGED PLUMBING PLAN - HOT & COLD WATER - UNIT B2
09/19/22
100% DD Set
Design Development
MAINTENANCE
U107
REFUSE
TERMINATION
U105
REFUSE
U104
JAN.
1-9
1-10
1-11
1-H
1-I
1-H
1-I
1-9
1-10
1-11
MAINTENANCE
U107
REFUSE
TERMINATION
U105
REFUSE
U104
JAN.
FOR CONSTRUCTION
OR RECORDING
SCHEMATIC NOT
A R C H I T E C T U R E. P L A N N I N G.
L A N D S C A P E A R C H I T E C T U R E.
+
CRITICAL THINKING / CREATIVE DESIGN
ASSOCIATES
TODD
4019 N. 44TH ST. / PHOENIX, AZ 85018
602 - 952 - 8280 / TODDASSOC.COM
Copyright 2021 Todd & Associates, Inc.
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Proj Mgr.
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22-2015-00
GLENDALE
SENIOR
APARTMENTS
MERCY HOUSING
6515 W. MARYLAND AVE.
GLENDALE, AZ 85301
(623)-937-0418
08/29/22
50% DD Set
Design Development
Author
ENLARGED
PLUMBING PLANS
P6.2.1
1/4" = 1'-0"
2
ENLARGED PLUMBING PLAN - MAINTAINANCE
1/4" = 1'-0"
1
ENLARGED PLUMBING PLAN - MAINTAINANCE
09/19/22
100% DD Set
Design Development
REST.
CH115
REST.
CH116
KITCHEN
CH114
REST.
CH105
1-H
REST.
CH105
1-H
1-H
REST.
CH115
REST.
CH116
KITCHEN
CH114
1-H
FOR CONSTRUCTION
OR RECORDING
SCHEMATIC NOT
A R C H I T E C T U R E. P L A N N I N G.
L A N D S C A P E A R C H I T E C T U R E.
+
CRITICAL THINKING / CREATIVE DESIGN
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TODD
4019 N. 44TH ST. / PHOENIX, AZ 85018
602 - 952 - 8280 / TODDASSOC.COM
Copyright 2021 Todd & Associates, Inc.
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NO.
CLIENT
SEAL
CONTACT
DATA
"PROMPT PAYMENT NOTICE"
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Proj Mgr.
Dwn By:
Rev.
Date:
Description:
Rev.
PHASE
22-2015-00
GLENDALE
SENIOR
APARTMENTS
MERCY HOUSING
6515 W. MARYLAND AVE.
GLENDALE, AZ 85301
(623)-937-0418
08/29/22
50% DD Set
Design Development
Author
ENLARGED
PLUMBING PLANS
P6.2.2
1/4" = 1'-0"
1
ENLARGED PLUMBING PLAN - WASTE & VENT - RESTROOM
1/4" = 1'-0"
2
ENLARGED PLUMBING PLAN - WATER & GAS - RESTROOM
1/4" = 1'-0"
3
ENLARGED PLUMBING PLAN - WASTE & VENT - KITCHEN
1/4" = 1'-0"
4 ENLARGED PLUMBING PLAN - WATER & GAS - KITCHEN
1/4" = 1'-0"
3
ENLARGED PLUMBING PLAN - WASTE & VENT - RESTROOM
1/4" = 1'-0"
4 ENLARGED PLUMBING PLAN - WATER & GAS - RESTROOM
09/19/22
100% DD Set
Design Development
JAN.
U102
C
JAN.
U102
C
175 SF
LAUNDRY
U201
ELEC.
U117
175 SF
LAUNDRY
U201
ELEC.
U117
FOR CONSTRUCTION
OR RECORDING
SCHEMATIC NOT
A R C H I T E C T U R E. P L A N N I N G.
L A N D S C A P E A R C H I T E C T U R E.
+
CRITICAL THINKING / CREATIVE DESIGN
ASSOCIATES
TODD
4019 N. 44TH ST. / PHOENIX, AZ 85018
602 - 952 - 8280 / TODDASSOC.COM
Copyright 2021 Todd & Associates, Inc.
p
f
PROJECT
NO.
CLIENT
SEAL
CONTACT
DATA
"PROMPT PAYMENT NOTICE"
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Proj Mgr.
Dwn By:
Rev.
Date:
Description:
Rev.
PHASE
22-2015-00
GLENDALE
SENIOR
APARTMENTS
MERCY HOUSING
6515 W. MARYLAND AVE.
GLENDALE, AZ 85301
(623)-937-0418
08/29/22
50% DD Set
Design Development
Author
ENLARGED
PLUMBING PLANS
P6.2.3
1/4" = 1'-0"
1 ENLARGED PLUMBING PLAN - WASTE & VENT - LAUNDRY
1/4" = 1'-0"
2 ENLARGED PLUMBING PLAN - HOT & COLD WATER - LAUNDRY
1/4" = 1'-0"
3 ENLARGED PLUMBING PLAN - WASTE & VENT - LAUNDRY
1/4" = 1'-0"
4 ENLARGED PLUMBING PLAN - HOT & COLD WATER - LAUNDRY
09/19/22
100% DD Set
Design Development
T
T
FNC ST 6' CL
FNC END
FNC END
FNC ST 6' CL NG
FNC BEGIN TEMP UC 6' CL NG
FNC NG
FNC END CONTNG
1172.51
1173.44
1173.43
1172.67
1172.70
1172.45
1171.69
1666
1667
1668
1669
1670
1671
1672
LINE ST SPAAED HUMP
LINE END
1171.34
1171.26
1397
1403
PALM TREE 2' D
TREE 1' D NG
1171.64
1171.45
LG1 ST
LG1
LG1 P
LG2 ST
LG1
LG1 END
LG1 ST
LG2 ST
LG2
LG2
LG1 END
LG2
LG2 END
LG1 ST
LG1 END P
LG
LG
1171.14 1171.20
1171.08
1171.06
1170.93
1171.19
1170.55
1170.64
1170.46
1170.41
1170.27
1170.70
1170.71
1172.21
1172.30
1171.29
1171.32
1098
1107
1108
1124
1175
1176
1465
1470
1476
1526
1531
1543
1544
1625
1648
1802
1803
1171.22
1171.22
1171.11
1171.89
1172.49
1172.68
1171.62
1171.52
1171.47
1171.51
1171.54
1171.61
1171.45
1171.30
1171.34
1171.62
1171.69
1171.65
1171.47
1171.25
1171.32
1170.97
1171.05
1170.95
1171.01
1170.52
1170.04
1170.08
1170.29
1170.50
1170.54
1170.71
1170.80
1171.14
1172.14
1172.29
1172.33
1172.58
1172.72
1172.93
1172.92
1172.77
1172.74
1173.02
1048
1099
1117
1122
1133
1153
1178
1179
1181
1187
1238
1295
1308
1352
1409
1412
1459
1463
1466
1494
1495
1502
1507
1508
1513
1533
1534
1537
1540
1600
1601
1615
1627
1628
1631
1643
1644
1647
1663
TW
TW
TW
TW
TW
TW
TW
TW
TW
TW
TW
TW
TW
TW
TW
TW
TW
TW
TW
1172.74
1172.51
1171.41
1171.55
1171.57
1171.67
1171.69
1171.68
1171.69
1171.73
1171.57
1171.51
1171.57
1171.59
1171.21
1171.21
1171.18
1171.03
1171.72
1053
1065
1202
1211
1223
1228
1265
1301
1313
1334
1355
1367
1372
1389
1419
1431
1432
1447
1805
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC C
TC
TC
TC
TC
TC
TC
TC
TC C
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC C
TC
TC
1172.72
1172.31
1172.19
1172.15
1172.16
1171.78
1171.73
1171.13
1171.11
1171.15
1171.51
1170.92
1170.95
1171.01
1171.44
1171.18
1171.16
1171.21
1171.27
1171.35
1171.26
1171.26
1171.27
1171.29
1171.32
1171.31
1171.62
1171.32
1171.34
1171.34
1171.50
1171.14
1171.16
1171.14
1171.16
1171.19
1171.21
1170.79
1170.74
1170.71
1170.69
1170.62
1170.59
1171.11
1170.47
1172.51
1172.86
1171.35
OE PP STLT NG
OE END CONT PPU STLT
OE1 ST
OE1 END E & W
OE E PP
OE PPU STLT NG
OE PP NG
OE1 ST
OE2 ST
OE1 END CONT
OE2 END CONT
OE1 ST
OE PPU STLT NG
OE1 END CONT S PP
OE PP
OE W & S PP
OE PP
OE PP STLT
OE PP
OE END W PP
1172.87
1174.61
1174.72
1171.32
1192.29
1171.63
1171.87
1171.87
1171.87
1171.28
1171.60
1171.38
1171.38
1171.29
1171.02
1170.78
1170.63
1190.55
1190.57
1190.80
1172.68
1171.96
1172.18
1172.14
1047
1592
1595
1599
1172.33
1172.31
1172.24
1172.23
1172.12
1172.07
1172.04
1171.70
1171.35
1171.30
1171.07
1171.041171.02
1171.06
1171.10
1171.00
1171.04
1171.03
1171.04
1171.07
1171.08
1171.05
1170.95
1170.861170.86
1170.93
1170.89
1171.14
1171.03
1170.84
1170.87
1170.87
1170.89
1170.91
1170.92
1170.98
1171.04
1171.07
1171.07
1171.13
1171.10
1171.18
1171.18
1171.23
1171.14
1171.16
1171.18
1171.21
1171.20
1171.20
1171.22
1171.19
1171.21
1171.20
1171.19
1171.20
1171.23
1171.25
1171.27
1171.27
1171.28
1171.04
1170.99
1171.10
1171.06
1171.08
1171.05
1171.04
1171.08
1171.09
1171.10
1171.12
1171.11
1170.76
1170.87
1170.71
1170.71
1170.71
1170.67
1170.71
1170.66
1170.65
1170.57
1170.54
1170.48
1170.69
1170.51
1170.61
1170.32
1170.48
1170.42
1170.41
1170.47
1170.48
1170.06
1169.58
1169.60
1169.87
1170.21
1170.13
1170.33
1170.32
1170.35
1170.32
1170.21
1170.27
1170.38
1171.64
1171.78
1171.87
1172.02
1172.11
1172.53
1172.89
1172.17
1172.12
1172.24
1172.90
1172.53
1172.25
1172.36
1172.52
1171.23
1171.26
1046
1051
1054
1057
1060
1063
1066
1069
1078
1081
1112
1113
1114
1115
1116
1123
1134
1137
1144
1147
1154
1160
1167
1168
1169
1170
1171
1177
1180
1182
1186
1191
1194
1197
1201
1204
1212
1215
1218
1221
1224
1227
1230
1233
1237
1243
1246
1261
1264
1288
1291
1294
1297
1300
1303
1307
1314
1318
1325
1328
1335
1340
1351
1356
1359
1362
1365
1368
1371
1378
1381
1390
1393
1408
1411
1418
1421
1424
1427
1430
1433
1437
1440
1443
1446
1450
1460
1464
1473
1480
1481
1482
1483
1493
1496
1501
1506
1509
1514
1517
1527
1528
1529
1530
1532
1535
1536
1598
1602
1614
1617
1626
1629
1630
1634
1637
1640
1642
1645
1646
1656
1662
1801
1804
EOA
EOA
EOA
EOA
EOA PC
EOA
EOA PT
EOA END
EOA ST
EOA
EOA
EOA
EOA END
EOA ST PC
EOA1 ST PC
EOA1
EOA1 PT
EOA
EOA
EOA1
EOA
EOA1
EOA1 PC
EOA
EOA
EOA1
EOA1 PC
EOA1
EOA1 END CONT
EOA1 ST N
EOA1 EOA1
EOA1 END
EOA
EOA
EOA
EOA PT
EOA
EOA
EOA
EOA
EOA
EOA END
1172.80
1172.13
1171.91
1171.86
1171.49
1171.40
1171.31
1171.16
1171.69
1171.63
1171.67
1171.65
1171.70
1170.74
1170.68
1170.90
1171.13
1171.25
1171.55
1171.25
1171.75
1171.59
1171.85
1171.87
1171.93
1171.85
1171.82
1171.84
1171.78
1171.82
1171.781171.76
1171.73
1171.91
1172.07
1172.23
1172.47
1172.54
1172.64
1172.77
1172.91
1172.84
1172.60
RIM
RIM
RIM
RIM
RIM
RIM
RIM
RIM
RIM
RIM
RIM
RIM
RIM
RIM
RIM
1172.22
1171.85
1171.53
1170.78
1171.38
1171.29
1171.68
1171.36
1171.21
1171.27
1170.67
1170.69
1170.98
1170.33
1170.38
WOOD BARRICADE POST .50X.50
WOOD BARRICADE POST .50X.50
WOOD BARRICADE POST .50X.50
TJB QWEST ENG
AREA UNDER CONSTRUCTION
5
4
4
4
8' EASEMENT FOR UNDERGROUND
TELECOMMUNICATIONS LINES
9.2' EASEMENT FOR
PUBLIC RIGHT-OF-WAY
25' EASEMENT FOR
PUBLIC RIGHT-OF-WAY
25' EASEMENT FOR
PUBLIC RIGHT-OF-WAY
R/W
R/W
25'
30'
R/W
25'
R/W
35'
R/W
25'
R/W
25'
R/W
25'
R/W
30'
R/W
25'
R/W
30'
R/W
60'
R/W
30'
VCRT ST
VCRT ST PC
VCLT
VCLT PT
VCLT TW
VCLT TW
VCRT PC
VCRT IPC
VCRT PT
VCRT ST TW
VCLT
VCRT TW
VCLT
VCRT
VCRT
VCLT
VCLT PC
VCLT
VCLT END
VCRT PC
VCRT PC
VCRT END
VCRT ST PC
VCRT
VCRT END
VCRT ST PC
VCRT
VCRT
VCRT END
VCRT ST PC
VCRT
VCRT PT
VCRT ST PC
VCRT
VCRT END
VCRT ST PC
VCRT
VCRT PT
VCRT END
1269
1558
1041
1206
1207
1208
1210
1278
1344
1345
1346
1353
1354
1415
1416
1435
1454
1538
1550
1559
1560
1561
1043
1072
1075
1084
1087
1089
1092
1093
1250
1251
1254
1255
1258
1469
1545
1546
1549
1551
1554
1556
1563
1565
1568
1570
1573
1576
1579
1580
1583
1587
1588
1590
1591
1606
1609
1610
1620
1623
1650
1653
1659
1660
1661
RCRT END
CCLT ST TC IPC
CCLT TC
CCLT END TC
1050
1058
1059
1064
1068
1079
1080
1138
1143
1148
1161
1190
1195
1196
1203
1216
1217
1222
1229
1234
1242
1247
1260
1289
1290
1296
1302
1319
1324
1329
1339
1360
1361
1366
1377
1382
1394
1420
1425
1426
1436
1441
1442
1451
1518
1616
1657
1800
1000
1003
1004
1007
1009
1010
1014
1158
1164
1349
1486
1487
1490
1499
1520
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
FL
1095
1096
1097
1268
1665
1
2
C
C
E
TB
W PALMAIRE AVENUE
N 50TH AVENUE
W GLENN DRIVE
N 48TH LANE
R-3
RESIDENTIAL
R 3
RESIDENTIAL
R 3
RESIDENTIAL
R 3
RESIDENTIAL
C-3 HEAVY
COMMERICAL
C-2 GENERAL
COMMERCIAL
C-2 GENERAL
COMMERCIAL
GCO GLENDALE CENTERLINE
OVERLAY DISTRICT
BOCCE
LAWN
LAWN
VERANDA
GARDEN
DOG RUN
PERGOLA
KIVA: 20-3332
SDEV: 2007863
PAPP: 2013440
QS: 40-33
SITE
51ST AVENUE
GLENDALE AVENUE
PALMAIRE
GLENN DRIVE
N 48TH DRIVE
N 48TH LANE
50TH AVE
MYRTLE AVE
SCALE:
0"
15'
30'
60'
1" = 30'-0"
FIRE SPRINKLER SITE PLAN
FIRE SPRINKLER
SITE PLAN
FP1.1
SITE
51ST AVENUE
GLENDALE AVENUE
PALMAIRE
GLENN DRIVE
N 48TH DRIVE
N 48TH LANE
50TH AVE
MYRTLE AVE
FOR CONSTRUCTION
OR RECORDING
SCHEMATIC NOT
A R C H I T E C T U R E. P L A N N I N G.
L A N D S C A P E A R C H I T E C T U R E.
+
CRITICAL THINKING / CREATIVE DESIGN
ASSOCIATES
TODD
4019 N. 44TH ST. / PHOENIX, AZ 85018
602 - 952 - 8280 / TODDASSOC.COM
Copyright 2021 Todd & Associates, Inc.
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f
PROJECT
NO.
CLIENT
SEAL
CONTACT
DATA
"PROMPT PAYMENT NOTICE"
Choose Appropriate Option from the Titleblock
properties. There are 5 options, make the option you
want visible and make sure the rest are unchecked.
Also clear check box for instructions.
Proj Mgr.
Dwn By:
Rev.
Date:
Description:
Rev.
PHASE
22-2015-00
GLENDALE
SENIOR
APARTMENTS
MERCY HOUSING
6515 W. MARYLAND AVE.
GLENDALE, AZ 85301
(623)-937-0418
09/19/22
100% DD Set
Design Development
BLOCK PER N.F.P.A.
CONCRETE THRUST
24
F.F.
2" MAIN DRAIN
TO SYSTEM
PRESSURE
4 WAY SWAY BRACING
FACE OF BUILDING
2" DRAIN LINE TO EXT.
VALVE
GAUGE
AMES COLT SERIES C200BFG
BACKFL0W DEVICE (6")
FLOW SWITCH (WIRING BY OTHERS)
HORN STROBE ALARM SIGNAL DEVICE
6" FLANGE 6" A.F.F.
6" D.I.P. FROM 5 FEET OUT FROM BUILDING
6" M.J. 90
4" CHECK VALVE
2 1/2" F.D.C. (NST)
NOTE:
THE FIRE SPRINKLER CONTROL RISER SHALL BE INSTALLED PER N.F.P.A. 13 AND THE AUTHORITY HAVING JURISDICTION.
THE DOUBLE CHECK VALVE ASSEMBLIES MUST BE LISTED AND APPROVED FOR VERTICAL INSTALLATION.
SPARE HEAD BOX W/ HEADS
UP
UP
STAIR 2
ENTRY
CANOPY
248'-11 3/4"
224'-4 1/2"
224'-4 1/2"
248'-5 1/2"
1-1
1-1
1-2
1-2
1-3
1-3
1-4
1-6
1-7
1-8
1-5
1-9
1-9
1-10
1-10
1-11
1-11
1-A
1-A
1-C
1-E
1-B
1-D
1-G
1-G
1-H
1-H
1-I
1-I
27'-2"
6'-0"
25'-9"
11"
104'-3 1/4"
1'-4 1/4"
25'-9"
6'-0"
27'-2"
27'-2"
6'-0"
19'-4"
138'-8 1/2"
6'-0"
27'-2"
59'-8 1/2"
25'-8"
25'-8"
25'-8"
51'-4"
10'-0"
50'-5"
27'-6"
6'-0"
164'-6 1/2"
11'-2 1/4"
39'-2 3/4"
69'-5 1/2"
51'-4"
51'-4"
25'-8"
25'-8"
25'-0"
27'-6"
6'-0"
8'-8"
157'-8 1/4"
11'-2 1/4"
37'-5"
UNIT B2
139
UNIT B1
138
UNIT A1
136
UNIT A1
134
UNIT A1
132
UNIT A1
130
UNIT A1
128
UNIT B1
126
UNIT A1
137
UNIT A1
135
UNIT A1
133
UNIT A1
131
UNIT A1
129
UNIT A1
127
UNIT A1
125
UNIT A1
113
UNIT A1
110
UNIT A1
108
UNIT A1
106
UNIT A1
104
UNIT B1
102
UNIT B2
101
UNIT A1
103
UNIT A1
105
UNIT A1
107
UNIT A1
109
UNIT A1
111
977 SF
COMMUNITY
ROOM
CH112
317 SF
KITCHEN
CH114
609 SF
FITNESS
CH111
211 SF
OFFICE
CH105
73 SF
MDF
U101
JAN.
U102
303 SF
RESIDENT
SERVICES
CH103
147 SF
OFFICE
CH101
180 SF
OFFICE
CH102
152 SF
OFFICE
CH104
331 SF
WORK
ROOM
CH106
STOR.
CH107
STOR.
CH108
REST.
CH105
152 SF
OFFICE
CH109
169 SF
OFFICE
CH110
857 SF
LOBBY
CH113
237 SF
MAIL ROOM
CH117
337 SF
BREAK
ROOM
CH119
346 SF
FOOD
PANTRY
CH120
349 SF
REFUSE
TERMINATION
U105
REFUSE
U104
705 SF
MAINTENANCE
U107
STAIR 1
STAIR 3
IT
U109
REST.
CH116
REST.
CH115
ELEV. 1
ELEV. 2
OUTDOOR PATIO
CORRIDOR
C103
CORRIDOR
C102
CORRIDOR
C101
69 SF
JAN.
U108
117 SF
MAIL
STORAGE
CH118
19 SF
F.R.
U106
1-F
LAUNDRY
U115
UNIT B1 TYPE
A
U125
FIRST FLOOR
STANDPIPE
LAYOUT
FP2.1.0
3
32" = 1'-0"
FIRST FLOOR - STANDPIPE LAYOUT
FOR CONSTRUCTION
OR RECORDING
SCHEMATIC NOT
A R C H I T E C T U R E. P L A N N I N G.
L A N D S C A P E A R C H I T E C T U R E.
+
CRITICAL THINKING / CREATIVE DESIGN
ASSOCIATES
TODD
4019 N. 44TH ST. / PHOENIX, AZ 85018
602 - 952 - 8280 / TODDASSOC.COM
Copyright 2021 Todd & Associates, Inc.
p
f
PROJECT
NO.
CLIENT
SEAL
CONTACT
DATA
"PROMPT PAYMENT NOTICE"
Choose Appropriate Option from the Titleblock
properties. There are 5 options, make the option you
want visible and make sure the rest are unchecked.
Also clear check box for instructions.
Proj Mgr.
Dwn By:
Rev.
Date:
Description:
Rev.
PHASE
22-2015-00
GLENDALE
SENIOR
APARTMENTS
MERCY HOUSING
6515 W. MARYLAND AVE.
GLENDALE, AZ 85301
(623)-937-0418
09/19/22
100% DD Set
Design Development
⁄
⁄
UNIT B1 TYPE
A
U125
UNIT A1
113
UNIT B2
101
1/4" = 1'-0"
UNIT B1 SPRINKLER LAYOUT
HEX HEAD SELF
TAPPING SCREW
CPVC PIPE
CPVC PIPE STRAP
2016 ED, TABLE 9.2.2.1.
NOTE: ALL HANGERS SHALL BE INSTALLED PER N.F.P.A. 13
2"
1 1/4"
1"
PIPE DIAMETER
3"
2 1/2"
1 1/2"
3/4"
10.0 FEET MAX. BETWEEN HANGERS
8.0 FEET MAX. BETWEEN HANGERS
9.0 FEET MAX. BETWEEN HANGERS
7.0 FEET MAX. BETWEEN HANGERS
6.5 FEET MAX. BETWEEN HANGERS
6.0 FEET MAX. BETWEEN HANGERS
5.5 FEET MAX. BETWEEN HANGERS
HANGER SPACING
THIS SCHEDULE IF DIFFERENT.
NOTE: PIPE MANUFACTURES HANGER SPACING SUPERSEDES
TYPICAL UNIT
FIRE SPRINKLERS
PLAN
FP6.1
1/4" = 1'-0"
UNIT A1 SPRINKLER LAYOUT
1/4" = 1'-0"
UNIT B2 SPRINKLER LAYOUT
FOR CONSTRUCTION
OR RECORDING
SCHEMATIC NOT
A R C H I T E C T U R E. P L A N N I N G.
L A N D S C A P E A R C H I T E C T U R E.
+
CRITICAL THINKING / CREATIVE DESIGN
ASSOCIATES
TODD
4019 N. 44TH ST. / PHOENIX, AZ 85018
602 - 952 - 8280 / TODDASSOC.COM
Copyright 2021 Todd & Associates, Inc.
p
f
PROJECT
NO.
CLIENT
SEAL
CONTACT
DATA
"PROMPT PAYMENT NOTICE"
Choose Appropriate Option from the Titleblock
properties. There are 5 options, make the option you
want visible and make sure the rest are unchecked.
Also clear check box for instructions.
Proj Mgr.
Dwn By:
Rev.
Date:
Description:
Rev.
PHASE
22-2015-00
GLENDALE
SENIOR
APARTMENTS
MERCY HOUSING
6515 W. MARYLAND AVE.
GLENDALE, AZ 85301
(623)-937-0418
09/19/22
100% DD Set
Design Development
SITE
51ST AVENUE
GLENDALE AVENUE
PALMAIRE
GLENN DRIVE
N 48TH DRIVE
N 48TH LANE
50TH AVE
MYRTLE AVE
FOR CONSTRUCTION
OR RECORDING
SCHEMATIC NOT
A R C H I T E C T U R E. P L A N N I N G.
L A N D S C A P E A R C H I T E C T U R E.
+
CRITICAL THINKING / CREATIVE DESIGN
ASSOCIATES
TODD
4019 N. 44TH ST. / PHOENIX, AZ 85018
602 - 952 - 8280 / TODDASSOC.COM
Copyright 2021 Todd & Associates, Inc.
p
f
PROJECT
NO.
CLIENT
SEAL
CONTACT
DATA
"PROMPT PAYMENT NOTICE"
Choose Appropriate Option from the Titleblock
properties. There are 5 options, make the option you
want visible and make sure the rest are unchecked.
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Proj Mgr.
Dwn By:
Rev.
Date:
Description:
Rev.
PHASE
22-2015-00
GLENDALE
SENIOR
APARTMENTS
MERCY HOUSING
6515 W. MARYLAND AVE.
GLENDALE, AZ 85301
(623)-937-0418
08/29/22
50% DD Set
Design Development
Author
| expect a difference |
www.salasobrien.com
09-19-22
4745 N. 7th STREET
TEL: (480) 966-6266
PHOENIX, AZ 85014
SUITE 200
ELECTRICAL COVER
SHEET
E0.0
’
FOR CONSTRUCTION
OR RECORDING
SCHEMATIC NOT
A R C H I T E C T U R E. P L A N N I N G.
L A N D S C A P E A R C H I T E C T U R E.
+
CRITICAL THINKING / CREATIVE DESIGN
ASSOCIATES
TODD
4019 N. 44TH ST. / PHOENIX, AZ 85018
602 - 952 - 8280 / TODDASSOC.COM
Copyright 2021 Todd & Associates, Inc.
p
f
PROJECT
NO.
CLIENT
SEAL
CONTACT
DATA
"PROMPT PAYMENT NOTICE"
Choose Appropriate Option from the Titleblock
properties. There are 5 options, make the option you
want visible and make sure the rest are unchecked.
Also clear check box for instructions.
Proj Mgr.
Dwn By:
Rev.
Date:
Description:
Rev.
PHASE
22-2015-00
GLENDALE
SENIOR
APARTMENTS
MERCY HOUSING
6515 W. MARYLAND AVE.
GLENDALE, AZ 85301
(623)-937-0418
08/29/22
50% DD Set
Design Development
Author
| expect a difference |
www.salasobrien.com
09-19-22
4745 N. 7th STREET
TEL: (480) 966-6266
PHOENIX, AZ 85014
SUITE 200
ELECTRICAL FIXTURE
SCHEDULE
E0.1
FOR CONSTRUCTION
OR RECORDING
SCHEMATIC NOT
A R C H I T E C T U R E. P L A N N I N G.
L A N D S C A P E A R C H I T E C T U R E.
+
CRITICAL THINKING / CREATIVE DESIGN
ASSOCIATES
TODD
4019 N. 44TH ST. / PHOENIX, AZ 85018
602 - 952 - 8280 / TODDASSOC.COM
Copyright 2021 Todd & Associates, Inc.
p
f
PROJECT
NO.
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CONTACT
DATA
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Proj Mgr.
Dwn By:
Rev.
Date:
Description:
Rev.
PHASE
22-2015-00
GLENDALE
SENIOR
APARTMENTS
MERCY HOUSING
6515 W. MARYLAND AVE.
GLENDALE, AZ 85301
(623)-937-0418
08/29/22
50% DD Set
Design Development
Author
| expect a difference |
www.salasobrien.com
09-19-22
4745 N. 7th STREET
TEL: (480) 966-6266
PHOENIX, AZ 85014
SUITE 200
SINGLE LINE
DIAGRAM
E.10
F
F
FOR CONSTRUCTION
OR RECORDING
SCHEMATIC NOT
A R C H I T E C T U R E. P L A N N I N G.
L A N D S C A P E A R C H I T E C T U R E.
+
CRITICAL THINKING / CREATIVE DESIGN
ASSOCIATES
TODD
4019 N. 44TH ST. / PHOENIX, AZ 85018
602 - 952 - 8280 / TODDASSOC.COM
Copyright 2021 Todd & Associates, Inc.
p
f
PROJECT
NO.
CLIENT
SEAL
CONTACT
DATA
"PROMPT PAYMENT NOTICE"
Choose Appropriate Option from the Titleblock
properties. There are 5 options, make the option you
want visible and make sure the rest are unchecked.
Also clear check box for instructions.
Proj Mgr.
Dwn By:
Rev.
Date:
Description:
Rev.
PHASE
22-2015-00
GLENDALE
SENIOR
APARTMENTS
MERCY HOUSING
6515 W. MARYLAND AVE.
GLENDALE, AZ 85301
(623)-937-0418
08/29/22
50% DD Set
Design Development
Author
| expect a difference |
www.salasobrien.com
09-19-22
4745 N. 7th STREET
TEL: (480) 966-6266
PHOENIX, AZ 85014
SUITE 200
LOAD
CALCULATIONS
E0.11
T
T
5
4
4
4
8' EASEMENT FOR UNDERGROUND
TELECOMMUNICATIONS LINES
9.2' EASEMENT FOR
PUBLIC RIGHT-OF-WAY
25' EASEMENT FOR
PUBLIC RIGHT-OF-WAY
25' EASEMENT FOR
PUBLIC RIGHT-OF-WAY
1
2
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FOR CONSTRUCTION
OR RECORDING
SCHEMATIC NOT
A R C H I T E C T U R E. P L A N N I N G.
L A N D S C A P E A R C H I T E C T U R E.
+
CRITICAL THINKING / CREATIVE DESIGN
ASSOCIATES
TODD
4019 N. 44TH ST. / PHOENIX, AZ 85018
602 - 952 - 8280 / TODDASSOC.COM
Copyright 2021 Todd & Associates, Inc.
p
f
PROJECT
NO.
CLIENT
SEAL
CONTACT
DATA
"PROMPT PAYMENT NOTICE"
Choose Appropriate Option from the Titleblock
properties. There are 5 options, make the option you
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Also clear check box for instructions.
Proj Mgr.
Dwn By:
Rev.
Date:
Description:
Rev.
PHASE
22-2015-00
GLENDALE
SENIOR
APARTMENTS
MERCY HOUSING
6515 W. MARYLAND AVE.
GLENDALE, AZ 85301
(623)-937-0418
08/29/22
50% DD Set
Design Development
Author
| expect a difference |
www.salasobrien.com
09-19-22
4745 N. 7th STREET
TEL: (480) 966-6266
PHOENIX, AZ 85014
SUITE 200
N
ELECTRICAL SITE
PLAN
E2.0
SITE
51ST AVENUE
GLENDALE AVENUE
PALMAIRE
GLENN DRIVE
N 48TH DRIVE
N 48TH LANE
50TH AVE
MYRTLE AVE
1" = 30'-0"
1
ELECTRICAL SITE PLAN
1-1
1-1
1-2
1-2
1-3
1-3
1-4
1-6
1-7
1-8
1-5
1-9
1-9
1-10
1-10
1-11
1-11
1-A
1-A
1-C
1-E
1-B
1-D
1-G
1-G
1-H
1-H
1-I
1-I
1-F
A
FOR CONSTRUCTION
OR RECORDING
SCHEMATIC NOT
A R C H I T E C T U R E. P L A N N I N G.
L A N D S C A P E A R C H I T E C T U R E.
+
CRITICAL THINKING / CREATIVE DESIGN
ASSOCIATES
TODD
4019 N. 44TH ST. / PHOENIX, AZ 85018
602 - 952 - 8280 / TODDASSOC.COM
Copyright 2021 Todd & Associates, Inc.
p
f
PROJECT
NO.
CLIENT
SEAL
CONTACT
DATA
"PROMPT PAYMENT NOTICE"
Choose Appropriate Option from the Titleblock
properties. There are 5 options, make the option you
want visible and make sure the rest are unchecked.
Also clear check box for instructions.
Proj Mgr.
Dwn By:
Rev.
Date:
Description:
Rev.
PHASE
22-2015-00
GLENDALE
SENIOR
APARTMENTS
MERCY HOUSING
6515 W. MARYLAND AVE.
GLENDALE, AZ 85301
(623)-937-0418
08/29/22
50% DD Set
Design Development
Author
| expect a difference |
www.salasobrien.com
09-19-22
4745 N. 7th STREET
TEL: (480) 966-6266
PHOENIX, AZ 85014
SUITE 200
N
1ST FLOOR PLAN -
POWER
E2.1
3/32" = 1'-0"
1
LEVEL 1 - POWER PLAN
1-1
1-1
1-2
1-2
1-3
1-3
1-4
1-6
1-7
1-8
1-5
1-9
1-9
1-10
1-10
1-11
1-11
1-A
1-A
1-C
1-E
1-B
1-D
1-G
1-G
1-H
1-H
1-I
1-I
1-F
A
A
FOR CONSTRUCTION
OR RECORDING
SCHEMATIC NOT
A R C H I T E C T U R E. P L A N N I N G.
L A N D S C A P E A R C H I T E C T U R E.
+
CRITICAL THINKING / CREATIVE DESIGN
ASSOCIATES
TODD
4019 N. 44TH ST. / PHOENIX, AZ 85018
602 - 952 - 8280 / TODDASSOC.COM
Copyright 2021 Todd & Associates, Inc.
p
f
PROJECT
NO.
CLIENT
SEAL
CONTACT
DATA
"PROMPT PAYMENT NOTICE"
Choose Appropriate Option from the Titleblock
properties. There are 5 options, make the option you
want visible and make sure the rest are unchecked.
Also clear check box for instructions.
Proj Mgr.
Dwn By:
Rev.
Date:
Description:
Rev.
PHASE
22-2015-00
GLENDALE
SENIOR
APARTMENTS
MERCY HOUSING
6515 W. MARYLAND AVE.
GLENDALE, AZ 85301
(623)-937-0418
08/29/22
50% DD Set
Design Development
Author
| expect a difference |
www.salasobrien.com
09-19-22
4745 N. 7th STREET
TEL: (480) 966-6266
PHOENIX, AZ 85014
SUITE 200
N
2ND FLOOR PLAN -
POWER
E2.2
3/32" = 1'-0"
1
LEVEL 2 - POWER PLAN
UP
1-1
1-1
1-2
1-2
1-3
1-3
1-4
1-6
1-7
1-8
1-5
1-9
1-9
1-10
1-10
1-11
1-11
1-A
1-A
1-C
1-E
1-B
1-D
1-G
1-G
1-H
1-H
1-I
1-I
1-F
A
A
FOR CONSTRUCTION
OR RECORDING
SCHEMATIC NOT
A R C H I T E C T U R E. P L A N N I N G.
L A N D S C A P E A R C H I T E C T U R E.
+
CRITICAL THINKING / CREATIVE DESIGN
ASSOCIATES
TODD
4019 N. 44TH ST. / PHOENIX, AZ 85018
602 - 952 - 8280 / TODDASSOC.COM
Copyright 2021 Todd & Associates, Inc.
p
f
PROJECT
NO.
CLIENT
SEAL
CONTACT
DATA
"PROMPT PAYMENT NOTICE"
Choose Appropriate Option from the Titleblock
properties. There are 5 options, make the option you
want visible and make sure the rest are unchecked.
Also clear check box for instructions.
Proj Mgr.
Dwn By:
Rev.
Date:
Description:
Rev.
PHASE
22-2015-00
GLENDALE
SENIOR
APARTMENTS
MERCY HOUSING
6515 W. MARYLAND AVE.
GLENDALE, AZ 85301
(623)-937-0418
08/29/22
50% DD Set
Design Development
Author
| expect a difference |
www.salasobrien.com
09-19-22
4745 N. 7th STREET
TEL: (480) 966-6266
PHOENIX, AZ 85014
SUITE 200
N
3RD FLOOR PLAN -
POWER
E2.3
3/32" = 1'-0"
1
LEVEL 3 - POWER PLAN
1-1
1-1
1-2
1-2
1-3
1-3
1-4
1-6
1-7
1-8
1-5
1-9
1-9
1-10
1-10
1-11
1-11
1-A
1-A
1-C
1-E
1-B
1-D
1-G
1-G
1-H
1-H
1-I
1-I
1-F
A
FOR CONSTRUCTION
OR RECORDING
SCHEMATIC NOT
A R C H I T E C T U R E. P L A N N I N G.
L A N D S C A P E A R C H I T E C T U R E.
+
CRITICAL THINKING / CREATIVE DESIGN
ASSOCIATES
TODD
4019 N. 44TH ST. / PHOENIX, AZ 85018
602 - 952 - 8280 / TODDASSOC.COM
Copyright 2021 Todd & Associates, Inc.
p
f
PROJECT
NO.
CLIENT
SEAL
CONTACT
DATA
"PROMPT PAYMENT NOTICE"
Choose Appropriate Option from the Titleblock
properties. There are 5 options, make the option you
want visible and make sure the rest are unchecked.
Also clear check box for instructions.
Proj Mgr.
Dwn By:
Rev.
Date:
Description:
Rev.
PHASE
22-2015-00
GLENDALE
SENIOR
APARTMENTS
MERCY HOUSING
6515 W. MARYLAND AVE.
GLENDALE, AZ 85301
(623)-937-0418
08/29/22
50% DD Set
Design Development
Author
| expect a difference |
www.salasobrien.com
09-19-22
4745 N. 7th STREET
TEL: (480) 966-6266
PHOENIX, AZ 85014
SUITE 200
N
4TH FLOOR PLAN -
POWER
E2.4
3/32" = 1'-0"
1
LEVEL 4 - POWER PLAN
1-1
1-1
1-2
1-2
1-3
1-3
1-4
1-6
1-7
1-8
1-5
1-9
1-9
1-10
1-10
1-11
1-11
1-A
1-A
1-C
1-E
1-B
1-D
1-G
1-G
1-H
1-H
1-I
1-I
1-F
FOR CONSTRUCTION
OR RECORDING
SCHEMATIC NOT
A R C H I T E C T U R E. P L A N N I N G.
L A N D S C A P E A R C H I T E C T U R E.
+
CRITICAL THINKING / CREATIVE DESIGN
ASSOCIATES
TODD
4019 N. 44TH ST. / PHOENIX, AZ 85018
602 - 952 - 8280 / TODDASSOC.COM
Copyright 2021 Todd & Associates, Inc.
p
f
PROJECT
NO.
CLIENT
SEAL
CONTACT
DATA
"PROMPT PAYMENT NOTICE"
Choose Appropriate Option from the Titleblock
properties. There are 5 options, make the option you
want visible and make sure the rest are unchecked.
Also clear check box for instructions.
Proj Mgr.
Dwn By:
Rev.
Date:
Description:
Rev.
PHASE
22-2015-00
GLENDALE
SENIOR
APARTMENTS
MERCY HOUSING
6515 W. MARYLAND AVE.
GLENDALE, AZ 85301
(623)-937-0418
08/29/22
50% DD Set
Design Development
Author
| expect a difference |
www.salasobrien.com
09-19-22
4745 N. 7th STREET
TEL: (480) 966-6266
PHOENIX, AZ 85014
SUITE 200
N
ROOF ELECTRICAL
PLAN
E2.5
3/32" = 1'-0"
1
ROOF - ELECTRICAL PLAN
1-1
1-1
1-2
1-2
1-3
1-3
1-4
1-6
1-7
1-8
1-5
1-9
1-9
1-10
1-10
1-11
1-11
1-A
1-A
1-C
1-E
1-B
1-D
1-G
1-G
1-H
1-H
1-I
1-I
1-F
A
FOR CONSTRUCTION
OR RECORDING
SCHEMATIC NOT
A R C H I T E C T U R E. P L A N N I N G.
L A N D S C A P E A R C H I T E C T U R E.
+
CRITICAL THINKING / CREATIVE DESIGN
ASSOCIATES
TODD
4019 N. 44TH ST. / PHOENIX, AZ 85018
602 - 952 - 8280 / TODDASSOC.COM
Copyright 2021 Todd & Associates, Inc.
p
f
PROJECT
NO.
CLIENT
SEAL
CONTACT
DATA
"PROMPT PAYMENT NOTICE"
Choose Appropriate Option from the Titleblock
properties. There are 5 options, make the option you
want visible and make sure the rest are unchecked.
Also clear check box for instructions.
Proj Mgr.
Dwn By:
Rev.
Date:
Description:
Rev.
PHASE
22-2015-00
GLENDALE
SENIOR
APARTMENTS
MERCY HOUSING
6515 W. MARYLAND AVE.
GLENDALE, AZ 85301
(623)-937-0418
08/29/22
50% DD Set
Design Development
Author
| expect a difference |
www.salasobrien.com
09-19-22
4745 N. 7th STREET
TEL: (480) 966-6266
PHOENIX, AZ 85014
SUITE 200
N
1ST FLOOR PLAN -
LIGHTING
E5.1
3/32" = 1'-0"
1
LEVEL 1 - LIGHTING PLAN
1-1
1-1
1-2
1-2
1-3
1-3
1-4
1-6
1-7
1-8
1-5
1-9
1-9
1-10
1-10
1-11
1-11
1-A
1-A
1-C
1-E
1-B
1-D
1-G
1-G
1-H
1-H
1-I
1-I
1-F
A
A
FOR CONSTRUCTION
OR RECORDING
SCHEMATIC NOT
A R C H I T E C T U R E. P L A N N I N G.
L A N D S C A P E A R C H I T E C T U R E.
+
CRITICAL THINKING / CREATIVE DESIGN
ASSOCIATES
TODD
4019 N. 44TH ST. / PHOENIX, AZ 85018
602 - 952 - 8280 / TODDASSOC.COM
Copyright 2021 Todd & Associates, Inc.
p
f
PROJECT
NO.
CLIENT
SEAL
CONTACT
DATA
"PROMPT PAYMENT NOTICE"
Choose Appropriate Option from the Titleblock
properties. There are 5 options, make the option you
want visible and make sure the rest are unchecked.
Also clear check box for instructions.
Proj Mgr.
Dwn By:
Rev.
Date:
Description:
Rev.
PHASE
22-2015-00
GLENDALE
SENIOR
APARTMENTS
MERCY HOUSING
6515 W. MARYLAND AVE.
GLENDALE, AZ 85301
(623)-937-0418
08/29/22
50% DD Set
Design Development
Author
| expect a difference |
www.salasobrien.com
09-19-22
4745 N. 7th STREET
TEL: (480) 966-6266
PHOENIX, AZ 85014
SUITE 200
N
2ND FLOOR PLAN -
LIGHTING
E5.2
3/32" = 1'-0"
1
LEVEL 2 - LIGHTING PLAN
UP
1-1
1-1
1-2
1-2
1-3
1-3
1-4
1-6
1-7
1-8
1-5
1-9
1-9
1-10
1-10
1-11
1-11
1-A
1-A
1-C
1-E
1-B
1-D
1-G
1-G
1-H
1-H
1-I
1-I
1-F
A
A
FOR CONSTRUCTION
OR RECORDING
SCHEMATIC NOT
A R C H I T E C T U R E. P L A N N I N G.
L A N D S C A P E A R C H I T E C T U R E.
+
CRITICAL THINKING / CREATIVE DESIGN
ASSOCIATES
TODD
4019 N. 44TH ST. / PHOENIX, AZ 85018
602 - 952 - 8280 / TODDASSOC.COM
Copyright 2021 Todd & Associates, Inc.
p
f
PROJECT
NO.
CLIENT
SEAL
CONTACT
DATA
"PROMPT PAYMENT NOTICE"
Choose Appropriate Option from the Titleblock
properties. There are 5 options, make the option you
want visible and make sure the rest are unchecked.
Also clear check box for instructions.
Proj Mgr.
Dwn By:
Rev.
Date:
Description:
Rev.
PHASE
22-2015-00
GLENDALE
SENIOR
APARTMENTS
MERCY HOUSING
6515 W. MARYLAND AVE.
GLENDALE, AZ 85301
(623)-937-0418
08/29/22
50% DD Set
Design Development
Author
| expect a difference |
www.salasobrien.com
09-19-22
4745 N. 7th STREET
TEL: (480) 966-6266
PHOENIX, AZ 85014
SUITE 200
N
3RD FLOOR PLAN -
LIGHTING
E5.3
3/32" = 1'-0"
1
LEVEL 3 - LIGHTING PLAN
1-1
1-1
1-2
1-2
1-3
1-3
1-4
1-6
1-7
1-8
1-5
1-9
1-9
1-10
1-10
1-11
1-11
1-A
1-A
1-C
1-E
1-B
1-D
1-G
1-G
1-H
1-H
1-I
1-I
1-F
A
FOR CONSTRUCTION
OR RECORDING
SCHEMATIC NOT
A R C H I T E C T U R E. P L A N N I N G.
L A N D S C A P E A R C H I T E C T U R E.
+
CRITICAL THINKING / CREATIVE DESIGN
ASSOCIATES
TODD
4019 N. 44TH ST. / PHOENIX, AZ 85018
602 - 952 - 8280 / TODDASSOC.COM
Copyright 2021 Todd & Associates, Inc.
p
f
PROJECT
NO.
CLIENT
SEAL
CONTACT
DATA
"PROMPT PAYMENT NOTICE"
Choose Appropriate Option from the Titleblock
properties. There are 5 options, make the option you
want visible and make sure the rest are unchecked.
Also clear check box for instructions.
Proj Mgr.
Dwn By:
Rev.
Date:
Description:
Rev.
PHASE
22-2015-00
GLENDALE
SENIOR
APARTMENTS
MERCY HOUSING
6515 W. MARYLAND AVE.
GLENDALE, AZ 85301
(623)-937-0418
08/29/22
50% DD Set
Design Development
Author
| expect a difference |
www.salasobrien.com
09-19-22
4745 N. 7th STREET
TEL: (480) 966-6266
PHOENIX, AZ 85014
SUITE 200
N
4TH FLOOR PLAN -
LIGHTING
E5.4
3/32" = 1'-0"
1
LEVEL 4 - LIGHTING PLAN
L
R
P
L
R
P
L
L
FOR CONSTRUCTION
OR RECORDING
SCHEMATIC NOT
A R C H I T E C T U R E. P L A N N I N G.
L A N D S C A P E A R C H I T E C T U R E.
+
CRITICAL THINKING / CREATIVE DESIGN
ASSOCIATES
TODD
4019 N. 44TH ST. / PHOENIX, AZ 85018
602 - 952 - 8280 / TODDASSOC.COM
Copyright 2021 Todd & Associates, Inc.
p
f
PROJECT
NO.
CLIENT
SEAL
CONTACT
DATA
"PROMPT PAYMENT NOTICE"
Choose Appropriate Option from the Titleblock
properties. There are 5 options, make the option you
want visible and make sure the rest are unchecked.
Also clear check box for instructions.
Proj Mgr.
Dwn By:
Rev.
Date:
Description:
Rev.
PHASE
22-2015-00
GLENDALE
SENIOR
APARTMENTS
MERCY HOUSING
6515 W. MARYLAND AVE.
GLENDALE, AZ 85301
(623)-937-0418
08/29/22
50% DD Set
Design Development
Author
| expect a difference |
www.salasobrien.com
09-19-22
4745 N. 7th STREET
TEL: (480) 966-6266
PHOENIX, AZ 85014
SUITE 200
N
ELECTRICAL UNIT
PLANS
E6.11
FOR CONSTRUCTION
OR RECORDING
SCHEMATIC NOT
A R C H I T E C T U R E. P L A N N I N G.
L A N D S C A P E A R C H I T E C T U R E.
+
CRITICAL THINKING / CREATIVE DESIGN
ASSOCIATES
TODD
4019 N. 44TH ST. / PHOENIX, AZ 85018
602 - 952 - 8280 / TODDASSOC.COM
Copyright 2021 Todd & Associates, Inc.
p
f
PROJECT
NO.
CLIENT
SEAL
CONTACT
DATA
"PROMPT PAYMENT NOTICE"
Choose Appropriate Option from the Titleblock
properties. There are 5 options, make the option you
want visible and make sure the rest are unchecked.
Also clear check box for instructions.
Proj Mgr.
Dwn By:
Rev.
Date:
Description:
Rev.
PHASE
22-2015-00
GLENDALE
SENIOR
APARTMENTS
MERCY HOUSING
6515 W. MARYLAND AVE.
GLENDALE, AZ 85301
(623)-937-0418
08/29/22
50% DD Set
Design Development
Author
| expect a difference |
www.salasobrien.com
09-19-22
4745 N. 7th STREET
TEL: (480) 966-6266
PHOENIX, AZ 85014
SUITE 200
N
ELECTRICAL UNIT
PLANS
E6.12
1-I
1-H
1-G
FOR CONSTRUCTION
OR RECORDING
SCHEMATIC NOT
A R C H I T E C T U R E. P L A N N I N G.
L A N D S C A P E A R C H I T E C T U R E.
+
CRITICAL THINKING / CREATIVE DESIGN
ASSOCIATES
TODD
4019 N. 44TH ST. / PHOENIX, AZ 85018
602 - 952 - 8280 / TODDASSOC.COM
Copyright 2021 Todd & Associates, Inc.
p
f
PROJECT
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DATA
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22-2015-00
GLENDALE
SENIOR
APARTMENTS
MERCY HOUSING
6515 W. MARYLAND AVE.
GLENDALE, AZ 85301
(623)-937-0418
08/29/22
50% DD Set
Design Development
Author
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09-19-22
4745 N. 7th STREET
TEL: (480) 966-6266
PHOENIX, AZ 85014
SUITE 200
N
ENLARGED POWER
PLANS -
OFFICE/RESIDENT
SERVICES
E6.21
3/32" = 1'-0"
1
ENLARGED POWER PLANS - OFFICE/RESIDENT SERVICES
1-I
1-H
1-G
FOR CONSTRUCTION
OR RECORDING
SCHEMATIC NOT
A R C H I T E C T U R E. P L A N N I N G.
L A N D S C A P E A R C H I T E C T U R E.
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ASSOCIATES
TODD
4019 N. 44TH ST. / PHOENIX, AZ 85018
602 - 952 - 8280 / TODDASSOC.COM
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GLENDALE
SENIOR
APARTMENTS
MERCY HOUSING
6515 W. MARYLAND AVE.
GLENDALE, AZ 85301
(623)-937-0418
08/29/22
50% DD Set
Design Development
Author
| expect a difference |
www.salasobrien.com
09-19-22
4745 N. 7th STREET
TEL: (480) 966-6266
PHOENIX, AZ 85014
SUITE 200
N
ENLARGED POWER
PLANS - CLUBHOUSE
E6.22
3/32" = 1'-0"
1
ENLARGED POWER PLANS - CLUBHOUSE
1-I
1-H
1-G
FOR CONSTRUCTION
OR RECORDING
SCHEMATIC NOT
A R C H I T E C T U R E. P L A N N I N G.
L A N D S C A P E A R C H I T E C T U R E.
+
CRITICAL THINKING / CREATIVE DESIGN
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TODD
4019 N. 44TH ST. / PHOENIX, AZ 85018
602 - 952 - 8280 / TODDASSOC.COM
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22-2015-00
GLENDALE
SENIOR
APARTMENTS
MERCY HOUSING
6515 W. MARYLAND AVE.
GLENDALE, AZ 85301
(623)-937-0418
08/29/22
50% DD Set
Design Development
Author
| expect a difference |
www.salasobrien.com
09-19-22
4745 N. 7th STREET
TEL: (480) 966-6266
PHOENIX, AZ 85014
SUITE 200
N
ENLARGED LIGHTING
PLANS-
OFFICE/RESIDENT
SERVICES
E6.23
3/32" = 1'-0"
1
ENLARGED LIGHTING PLANS - OFFICE/RESIDENT SERVICES
1-I
1-H
1-G
FOR CONSTRUCTION
OR RECORDING
SCHEMATIC NOT
A R C H I T E C T U R E. P L A N N I N G.
L A N D S C A P E A R C H I T E C T U R E.
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CRITICAL THINKING / CREATIVE DESIGN
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TODD
4019 N. 44TH ST. / PHOENIX, AZ 85018
602 - 952 - 8280 / TODDASSOC.COM
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DATA
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22-2015-00
GLENDALE
SENIOR
APARTMENTS
MERCY HOUSING
6515 W. MARYLAND AVE.
GLENDALE, AZ 85301
(623)-937-0418
08/29/22
50% DD Set
Design Development
Author
| expect a difference |
www.salasobrien.com
09-19-22
4745 N. 7th STREET
TEL: (480) 966-6266
PHOENIX, AZ 85014
SUITE 200
N
ENLARGED LIGHTING
PLANS - CLUBHOUSE
E6.24
3/32" = 1'-0"
1
ENLARGED LIGHTING PLANS - LOBBY, MAIL
ROOM
A R C H I T E C T U R E . P L A N N I N G .
L A N D S C A P E A R C H I T E C T U R E .
4019 N. 44TH ST. / PHOENIX, AZ 85018
6 0 2 - 9 5 2 - 8 2 8 0 / T O D D A S S O C . C O M
Copyright 2021 Todd & Associates, Inc.
CRITICAL THINKING / CREATIVE DESIGN
+ ASSOCIATES
TODD
PROJECT
NO.
CLIENT
SEAL
CONTACT
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DATA
22-2015-00
GLENDALE
SENIOR
APARTMENTS
GLENDALE, AZ
Mercy Housing
6515 W. MARYLAND AVE.
GLENDALE, AZ 85301
(623) 937-0418
09-19-22
DEVELOPMENT
100% DESIGN
Call at least two full working days
before you begin excavation.
Dial 8-1-1 or 1-800-STAKE-IT (782-5348)
In Maricopa County: (602) 263-1100
Arizona Blue Stake, Inc.
LA: SVOORHEES@toddasssoc.com
CLIENT:
ZONING CASE: -
-
KIVA PROJECT #:
21-1515
ZONING MAP
D10
QUARTER SECTION NO.
10-38
PAPP#:
2102289
ASSESSOR PARCEL:
-
Proj Mgr.
Dwn By:
Date:
Description:
Rev.
BM
CR
LANDSCAPE GENERAL
NOTES & LEGENDS
L0.1
LANDSCAPE ARCHITECT:
TODD& ASSOCIATES, INC.
4019 N. 44TH ST.
PHOENIX, ARIZONA 85018
602.952.8280 p
602.952.8995 f
BRAD MEYERHOFF
bmeyerhoff@toddasssoc.com
OWNER:
MERCY HOUSING
6515 W. MARYLAND AVE.
GLENDALE, AZ 85301
623.937.0418 p
KUHL BROWN
Kuhl.Brown@mercyhousing.org
CIVIL ENGINEER:
WILSON & COMPANY, INC.
ENGINEERS & ARCHITECTS
410 N. 44TH ST., STE. 460 PHOENIX, AZ
85008
602.732.3801 p
TYLER SCHAFER
Tyler.Schafer@wilsonco.com
CONTACT
1.
CONSTRUCTION WITHIN THE RIGHT-OF-WAY SHALL CONFORM TO THE LATEST APPLICABLE MARICOPA
ASSOCIATION OF GOVERNMENTS (MAG) UNIFORM STANDARD SPECIFICATIONS AND DETAILS.
2.
FINAL BUILDING PERMIT CANNOT BE OBTAINED UNTIL BONDING OR APPROVED ASSURANCES ARE PROVIDED
FOR LANDSCAPING WITHIN THE RIGHT-OF-WAY.
3.
NO PLANT SUBSTITUTIONS, TYPE, SIZE, OR QUANTITY, OR DEVIATIONS FROM THE APPROVED LANDSCAPE OR
IRRIGATION PLANS, ARE ALLOWED WITHOUT PRIOR APPROVAL.
4.
ALL PLANT MATERIAL AND SPECIFICATIONS SHALL CONFORM TO THE ARIZONA NURSERYMAN ASSOCIATION
STANDARDS.
5.
ALL RIGHT-OF-WAY AND CITY REQUIRED (PERIMETER, RETENTION, AND PARKING) PLANT MATERIAL SHALL BE IN
COMPLIANCE WITH THE LOCAL MUNICIPAL LOW WATER USE PLANT LIST.
6.
CONTACT THE PARKS & RECREATION DEPARTMENT, TO VERIFY OWNERSHIP OF ANY PLANT MATERIAL IN THE
PUBLIC RIGHT-OF-WAY PRIOR TO ANY PLANT RELOCATIONS OR REMOVALS. OBTAIN WRITTEN PERMISSION
FROM THE PARKS AND RECREATION DEPARTMENT PRIOR TO THE RELOCATION OR REMOVAL OF ANY CITY
PLANT MATERIAL OR EQUIPMENT.
7.
CONTACT THE STREET TRANSPORTATION DEPARTMENT, PRIOR TO THE RELOCATION OR REMOVAL OF EXISTING
PLANT MATERIAL IN THE A.D.O.T. RIGHT-OF-WAY THAT IS ON THE CITY'S SIDE OF THE SOUND WALL. OBTAIN
WRITTEN PERMISSION FROM THE STREET TRANSPORTATION DEPARTMENT PRIOR TO THE RELOCATION OR
REMOVAL OF ANY PLANT MATERIAL OR EQUIPMENT.
8.
ALL EXISTING TREES AND SHRUBS IN THE RIGHT-OF-WAY DESIGNATED TO REMAIN BUT ARE DAMAGED OR
DESTROYED WILL BE REPLACED IN LIKE SIZE AND KIND BY THE CONTRACTOR.
9.
THE PROPOSED IRRIGATION SYSTEM SHALL INCLUDE ANY MODIFICATIONS REQUIRED TO TIE THE EXISTING CITY
IRRIGATION SYSTEM IN THE RIGHT-OF-WAY SHALL BE MAINTAINED. THE CONTRACTOR SHALL BE RESPONSIBLE
FOR CAPPING AND/OR ABANDONING EXISTING IRRIGATION TO PLANT MATERIALS AND PROVIDE NEW
IRRIGATION TO THE EXISTING PLANT MATERIAL, IN RIGHT-OF-WAY, PER THE APPROVED PLAN .
10.
WALLS ARE NOT APPROVED AS PART OF THE LANDSCAPE PLAN BUT ARE SHOWN FOR REFERENCE ONLY.
11.
TRESS ADJACENT TO PEDESTRIAN WALKWAYS SHOULD HAVE A MINIMUM CANOPY CLEARANCE OF SIX FEET
EIGHT INCHES (6'-8") OR AS REQUIRED PER LOCAL MUNICIPAL ORDINANCES.
12.
P.V.C. PIPE LATERALS ARE REQUIRED. A MAXIMUM OF FIVE FEET (5') OF PLOY TUBING OFF OF THE P.V.C. PIPE
LATERAL IS ALLOWED. NO PLOY TUBING LATERALS ARE ALLOWED.
13.
PLANT QUANTITIES AND CALIPER SIZES, PER THE SPECIFIC ZONING REQUIREMENTS FOR THIS SITE, PROVIDED IN
THE LEGEND ON THE APPROVED PLANS ARE REQUIRED TO BE INSTALLED IN THE FIELD. ANY DEVIATIONS FROM
THE PLAN WILL REQUIRE A REVISION TO THE APPROVED PLAN. NOTE: MINIMUM CALIPER SIZE IS A ZONING
REQUIREMENT. IF THE MINIMUM CALIPER CANNOT BE THE BOX SIZE THAT IS SPECIFIED, THEN THE BOX SIZE MUST
BE INCREASED TO MEET CALIPER REQUIREMENTS.
GENERAL LANDSCAPE NOTES
LANDSCAPE
SHEET INDEX
L0.1
COVER SHEET
L0.2
LANDSCAPE SCHEDULE AND NOTES
L1.0
OVERALL HARDSCAPE PLAN
L1.1
HARDSCAPE PLANS
L1.2
HARDSCAPE PLANS
L2.0
HARDSCAPE DETAILS
L3.0
WALL PLAN
L4.0
WALL DETAILS
L5.0
OVERALL LANDSCAPE PLAN
L5.1
LANDSCAPE PLANS
L5.2
LANDSCAPE PLANS
L6.0
LANDSCAPE DETAILS
L7.0
MAINLINE IRRIGATION PLAN
L7.1
IRRIGATION PLANS
L7.2
IRRIGATION PLANS
L8.0
IRRIGATION DETAILS
PAVING
KEY-
NOTE
MATERIAL/DESC.
COLOR
FINISH
NOTES
B
PAVEMENT MATERIALS/
FINISH SCHEDULE
C.I.P. CONCRETE INTEGRAL
COLORED SIDEWALK
LOCATION
ACCENT WALKS
C
NATURAL
PEWTER
INTEGRAL COLORED EXPOSED
AGGREGATE CONCRETE
TABLE ENTRY
DRIVE DROP-OFF
PROVIDE MOCK-UP PER SPECS.;
SEE DETAIL 2 / L2.0
TOOLED JOINTS PER PLANS;
PROVIDE MOCK-UP PER SPECS.;
SEE DETAIL 1 / L2.0
PAVEMENT TYPES
GROUNDPLANE FINISHES
J
-
K
SOD
PER LANDSCAPE PLANS
NATURAL TURF
-
-
-
PER LANDSCAPE PLANS
LANDSCAPE
AREAS
-
D
ACKERSTONE PALAZZO 12" x
24"
PROVIDE MOCK-UP PER SPECS.,
SEE DETAIL 3 / L2.0
DAVIS COLOR
TBD
CONTEMPO
SITE TYP.
A
C.I.P. CONCRETE SIDEWALK
NATURAL GRAY
TOOLED JOINTS PER PLANS;
PROVIDE MOCK-UP PER SPECS.;
SEE DETAIL 1 / L2.0
DAYTON SUP. -
100 3/8" EXP'D
AGGREGATE
MEDIUM
BROOM FINISH
DAYTON
SUPERIOR - 05
SANDBLAST
-
I
-
K9 ELITE ART. TURF
DOG PARK
INSTALL OVER 8" MIN. COMPACTED
ABC, SEE DETAIL 4 / L2.0
DAVIS COLOR
TBD
OUTDOOR
SEATING AREA
TBD
E
STABILIZED DECOMPOSE
GRANITE
PROVIDE MOCK-UP PER SPECS.,
SEE DETAIL 8 / L6.0
AMENITY
COURTYARD
THE CONTRACTOR SHALL COMPLY WITH ALL LOCAL, STATE, AND GENERAL LAWS, CODES AND
REGULATIONS APPLICABLE TO THE HARDSCAPE CONSTRUCTION COVERED BY THESE PLANS.
THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND COMPLYING WITH ALL PERMITS REQUIRED
TO COMPLETE THE HARDSCAPE CONSTRUCTION COVERED BY THESE PLANS.
THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO UTILITIES AND/OR FACILITIES CAUSED
DURING HARDSCAPE CONSTRUCTION OPERATIONS. THE CONTRACTOR SHALL CALL ARIZONA 811
1-800-STAKE-IT PRIOR TO ANY EXCAVATION.
ANY DISCREPANCIES FOUND BETWEEN THESE PLANS AND THE SITE SHALL BE REPORTED TO THE
OWNER PRIOR TO STARTING ANY WORK.
HORIZONTAL CONTROL FOR ALL WALLS AND HARDSCAPE SHALL BE DONE ON A COORDINATE
BASIS USING TOTAL STATION INSTRUMENT AND ELECTRONIC DATA COLLECTOR, WITH COORDINATE
BASIS PROVIDED BY THE CIVIL ENGINEER.
SEE CIVIL PLANS FOR FINISH GRADES, TOPS OF RETAINING WALLS, AND TOPS OF FOOTINGS.
THE CONTRACTOR SHALL COORDINATE ALL WALKWAY CONSTRUCTION WITH THE CIVIL PLANS FOR
COMPLIANCE TO ALL CITY, STATE, AND FEDERAL REQUIREMENTS INCLUDING BUT NOT LIMITED TO
AMERICANS WITH DISABILITIES ACT.
SIDEWALK SLOPES SHALL NOT EXCEED 1:20 (5%), UNLESS DESIGNED AS A RAMP. SIDEWALK
CROSS-SLOPE SHALL NOT EXCEED 1:50 (2%).
ALL SIDEWALKS UNLESS OTHERWISE NOTED SHALL BE GRAY CONCRETE, LIGHT BROOM FINISH
SURFACE. PROVIDE SCORE JOINTS AS SHOWN, EXPANSION JOINTS AT 20' O.C. MAX.
ALL CURVILINEAR WALKS SHALL BE SMOOTH WITH EVEN RADII AND DEVOID OF POINTS AND FLAT
SPOTS.
ALL FLATWORK SHALL BE INSTALLED TO PROVIDE POSITIVE DRAINAGE, DEVOID OF LOW SPOTS
SUBJECT TO PUDDLING.
SIGNS REQUIRE SEPARATE APPROVALS AND PERMITS.
NO OVERHEAD POWERLINES ON THIS PROJECT
8.
9.
6.
7.
5.
4.
2.
3.
1.
10.
11.
12.
GENERAL HARDSCAPE NOTES
13.
W PALMAIRE AVE
N 50TH AVE
N 48th LN
N 48th DR
N 48th AVE
N 51ST AVE
W GLENN DR
W GLENN AVE
W GLENN DR
VICINITY MAP
KEY-
NOTE
SITE KEYNOTE
SCHEDULE
ITEM
1
PROPERTY LINE
2
3
SETBACK LINE
5
BIKE RACKS, SEE DETAIL 3 / L2.0
4
SIGHT VISIBILTY TRIANGLE
6
7
8
9
10
11
12
PROJECT ENTRY SIGN, SEE DETAIL 2 / L2.1
PROJECT IDENTITY MONUMENT SIGN, SEE DETAIL
1 / L2.1
PERGOLA SHADE STRUCTURE, SEE DETAIL 4 / L2.1
6' HT. VIEW FENCE W/ COLUMNS, SEE WALL PLAN
6' HT. SECURED PEDESTRIAN GATES, SEE WALL PLAN
4' HT. PARKING LOT SCREEN WALL, SEE WALL PLAN
RAISED COMMUNITY GARDEN PLANTERS,
SEE PLANTER SCHEDULE, DETAIL 8 / L2.0
OUTDOOR GRILL STATION (PROPANE), SEE DETAIL
3 / L2.1
13
SOLAR PARKING CANOPY, REFER TO
ARCHITECTURAL DRAWINGS
14
6' HT. SCREEN WALL, SEE WALL PLAN
15
42" BOLLARD, SEE DETAIL 6 / L2.1
16
PET RECEPTACLE, SEE DETAIL 9 / L2.1
17
SITE FURNITURE, SEE FURN. SCHEDULE
18
WATER FEATURE W/ RECIRCULATIMG
SUBMERSIBLE PUMP, SEE DETAIL 8/L2.0
19
ADA RAMP, REFER TO CIVIL DRAWINGS
20
OUTDOOR GRILL NODE (PROPANE, SEE DETAIL
TREES
BOTANICAL / COMMON NAME
SIZE
CONTAINER
QTY
REMA
Acacia salicina / Willow Acacia
6` X 2.5`
15 gal.
11
Caesalpinia cacalaco / Cascalote
8` x 4`
24" Box
5
Caesalpinia mexicana / Mexican Bird of Paradise
7` x 4`
24" Box
16
Chilopsis linearis 'AZT Desert Diva' TM / Desert Diva Desert Willow
7` x 4`
24" Box
13
Citrus species / Citrus Tree
8` x 4`
24" Box
14
Parkinsonia x 'Desert Museum' / Desert Museum Palo Verde
8` x 4`
24" Box
12
Pistacia x 'Red Push' / Red Push Pistache
8` x 3`
24" Box
15
Prosopis x 'AZT' / AZT Thornless Mesquite
6` x 5`
24" Box
15
Quercus virginiana / Southern Live Oak
10` x 5`
36" Box
3
Sophora secundiflorum / Texas Mountain Laurel
4` x 3`
24" Box
9
Ulmus parvifolia / Evergreen Elm
7` x 4`
15 gal.
14
SHRUBS
BOTANICAL / COMMON NAME
SIZE
CONTAINER
SPACING
QTY
REMA
Dalea capitata 'Sierra Gold' TM / Sierra Gold Dalea
5 gal.
30" o.c.
39
Dodonaea viscosa 'Green' / Green Hopseed Bush
5 gal.
90" o.c.
38
Eremophila x 'Mallee Lipstick' / Mallee Lipstick Emu Bush
5 gal.
48" o.c.
17
Hesperaloe funifera / Giant Hesperaloe
5 gal.
54" o.c.
44
Leucophyllum candidum 'Thunder Cloud' TM / Thunder Cloud Texas Sage
5 gal.
36" o.c.
221
Olea europaea 'Little Ollie' TM / Little Ollie Olive
5 gal.
48" o.c.
27
Portulacaria afra / Elephant Bush
5 gal.
48" o.c.
16
Russelia equisetiformis 'Ruby Falls' / Ruby Falls Firecracker Plant
5 gal.
36" o.c.
157
Salvia x 'Ultra Violet' / Ultra Violet Sage
5 gal.
21" o.c.
70
Tecoma x 'Mnstabe' TM / Sierra Apricot Yellow Bells
5 gal.
51" o.c.
15
Tecoma x 'Orange Jubilee' / Orange Jubilee Yellow Bells
5 gal.
72" o.c.
46
GRASSES
BOTANICAL / COMMON NAME
SIZE
CONTAINER
SPACING
QTY
REMA
Muhlenbergia dubia / Pine Muhly
5 gal.
21" o.c.
182
Muhlenbergia lindheimeri 'Leni' TM / Autumn Glow Lindheimer's Muhly
5 gal.
48" o.c.
131
GROUND COVER
BOTANICAL / COMMON NAME
SIZE
CONTAINER
SPACING
QTY
REMA
Eremophila glabra 'Mingenew Gold' / Outback Sunrise Emu Bush
5 gal.
54" o.c.
175
Lantana montevidensis / Purple Trailing Lantana
5 gal.
45" o.c.
70
Lantana x 'New Gold' / New Gold Lantana
5 gal.
27" o.c.
45
Sphagneticola trilobata / Creeping Wedelia
5 gal.
66" o.c.
301
SUCCULENTS
BOTANICAL / COMMON NAME
SIZE
CONTAINER
SPACING
QTY
REMA
Aloe barbadensis / Barbados Aloe
5 gal.
27" o.c.
239
Aloe x 'Blue Elf' / Blue Elf Aloe
5 gal.
21" o.c.
77
Hesperaloe parviflora / Red Yucca
5 gal.
45" o.c.
139
PLANT SCHEDULE
A R C H I T E C T U R E . P L A N N I N G .
L A N D S C A P E A R C H I T E C T U R E .
4019 N. 44TH ST. / PHOENIX, AZ 85018
6 0 2 - 9 5 2 - 8 2 8 0 / T O D D A S S O C . C O M
Copyright 2021 Todd & Associates, Inc.
CRITICAL THINKING / CREATIVE DESIGN
+ ASSOCIATES
TODD
PROJECT
NO.
CLIENT
SEAL
CONTACT
PHASE
DATA
22-2015-00
GLENDALE
SENIOR
APARTMENTS
GLENDALE, AZ
Mercy Housing
6515 W. MARYLAND AVE.
GLENDALE, AZ 85301
(623) 937-0418
09-19-22
DEVELOPMENT
100% DESIGN
Call at least two full working days
before you begin excavation.
Dial 8-1-1 or 1-800-STAKE-IT (782-5348)
In Maricopa County: (602) 263-1100
Arizona Blue Stake, Inc.
LA: SVOORHEES@toddasssoc.com
CLIENT:
ZONING CASE: -
-
KIVA PROJECT #:
21-1515
ZONING MAP
D10
QUARTER SECTION NO.
10-38
PAPP#:
2102289
ASSESSOR PARCEL:
-
Proj Mgr.
Dwn By:
Date:
Description:
Rev.
SV
CM
LANDSCAPE + IRRIGATION
NOTES & SCHEDULES
L0.2
EMITTER CONTROL VALVES:
CONTROLLER IDENT./STATION NUMBER
CONTROL ZONE FLOW (GPM)
CONTROLLER IDENT./STATION NUMBER
VALVE SIZE
VALVE SIZE
RAINBIRD XCZ-100 VALVE / FILTER / PR ASSEMBLY
CONTROLLERS:
60 STATION
3/4"
SEE PLAN
PER PLAN
Symbol
IRRIGATION LEGEND
Equipment
FOR SYSTEM ISOLATION.
SCH. 40 PVC SLEEVE
SCH 40 PVC MAINLINE PIPE
A.Y. McDONALD BRONZE BALL VALVE
SIZING SCHEDULE
2 1/2" (U.N.O)
SEE PLAN KEY
SEE PIPE
3/4"
LINE SIZE
Size
EMITTER HEADS:
NOT
GRAPHICALLY
INIDICATED
INSTALL WITH BALL VALVE PER DETAIL
TURF CONTROL VALVES:
EMITTER LATERAL END FLUSH CAP
-
RAINBIRD PEB SERIES VALVE AT TURF AREAS
INSTALL WITH BALL VALVE PER DETAIL
VALVE TYPE
RAINBIRD XERI-BUG XBT SERIES; SEE PLANT LIST FOR
EMITTER SCHEDULE.
1"
1 1/2" PER CIVIL
1.0 GPM @ 40 PSI
0.25 GPM @ 40 PSI
MISCELLANEOUS:
RAINBIRD RWS-B-C-1404' ROOTZONE WATERING
SYSTEM, 3 PER PALM PER DETAIL.
FEBCO 825YA REDUCED PRESSURE BACKFLOW
PREVENTER. INSTALL IN GUARDSHACK GS-1
ENCLOSURE, WOODLANDS TAN COLOR.
NOTE: EMITTERS TO TREES IN TURF INSTALLED IN
SALCO ACCESS SLEEVES, TYP.
1 1/2"
METER - PER CIVIL PLANS
1 1/2"
MASTER VALVE (NORM. CLOSED)
-
FLOW SENSOR - RAINBIRD: FD200B /
SD210TURF DECODER
DECODER SCHEDULE:
1 VALVE
2 VALVE
3+ VALVE
SINGLE
DUAL
QUAD
RAINBIRD FD-101, FD-102
RAINBIRD FD-202
RAINDBIRD FD-401
1"
3/4"
CL 200 PVC SOLVENT WELD w/ SCH. 40 FITTINGS
SHRUB EMITTER LATERAL PIPE
CL 200 PVC SOLVENT WELD w/ SCH. 40 FITTINGS
TREE EMITTER LATERAL PIPE
CL 200 PVC SOLVENT WELD w/ SCH. 40 FITTINGS
PALM BUBBLER LATERAL PIPE
CL 200 PVC SOLVENT WELD w/ SCH. 40 FITTINGS
POTS EMITTER LATERAL PIPE
CL 200 PVC SOLVENT WELD w/ SCH. 40
FITTINGS TURF LATERAL PIPE
RAINBIRD 33 DRC QUICK COUPLING
VALVE, PROVIDE 1- 33DK KEY AND SH-0
HOSE SWIVEL PER 4 VALVES.
RAINBIRD MICRO SPRAY XP-600X POP-UP HEAD W/
5' & 8' MPR NOZZLES
RAINBIRD ESP-LXD PRO: 60 STATION. 120 VAC w/
SM175 60 STATION MODULE (TOTAL 100 STATIONS)
TURF SPRINKLER HEADS:
3.70 GPM @ 30 PSI
2.78 GPM @ 30 PSI
.92 GPM @ 30 PSI
1.85 GPM @ 30 PSI
RAINDBIRD 1804-SAM-PRS-15-VAN 90 DEG. NOZZLE
RAINDBIRD 1804-SAM-PRS-15-VAN 180 DEG. NOZZLE
RAINDBIRD 1804-SAM-PRS-15-VAN 270 DEG. NOZZLE
RAINDBIRD 1804-SAM-PRS-15-VAN 360 DEG. NOZZLE
40' SPRAY
RAINDBIRD 5006 PLUS PRS ROTOR 5006-+-PC-SAM-R
RAINDBIRD SUB-SURFACE TURF IRRIGATION
XFS-CV-06-12: .6 gph and 12” spacing (IF
APPLICABLE).
BACKYARD
TURF AREAS
MULTI-TRUNK TREES
1.
MULTIPLE TRUNK TREE (“MULTI”): A MULTIPLE TRUNK TREE IS A TREE WITH MORE THAN ONE MAIN
TRUNK. TO BE CONSIDERED A MULTI, ADDITIONAL TRUNKS MUST ORIGINATE EITHER FROM THE SOIL
LINE OR AT CERTAIN DISTANCES FROM THE GROUND FOR 24” BOX AND 15 GALLON TREES.
2.
ADDITIONAL TRUNKS MUST ORIGINATE NO HIGHER THAN 18” ABOVE THE GROUND. FOR 30" AND
36” BOX TREES, ADDITIONAL TRUNKS MUST ORIGINATE NO HIGHER THAN 24” ABOVE THE GROUND.
THE ORIGINATION POINT IS DEFINED AS THE CENTER OF THE TRUNK BEING CONSIDERED AND THE
SOIL LINE OF THE CONTAINER.
3.
CALIPER DETERMINATION ON MULTIPLE TRUNK TREES: THE CALIPER OF MULTIPLE TRUNKED TREES IS
ESTABLISHED BY TAKING THE AVERAGE OF THE CALIPER OF THE TWO LARGEST TRUNKS.
4.
CALIPER IS MEASURED AT 6” ABOVE ORIGINATION POINT OF THE SECOND LARGEST TRUNK OR 6"
ABOVE GROUND IF ALL TRUNKS ORIGINATE FROM THE SOIL.
IRRIGATION NOTES
REFER TO PLANS AND DETAILS FOR INSTALLATION PROCEDURES. ALL WORK SHALL CONFORM TO
APPLICABLE CONSTRUCTION CODES, REGULATIONS, AND MANUFACTURER'S RECOMMENDATIONS.
THE IRRIGATION SYSTEM HAS BEEN DESIGNED FOR A MINIMUM STATIC WATER PRESSURE OF 51 PSI AT THE
BACKFLOW PREVENTER LOCATION. THE CONTRACTOR SHALL FIELD VERIFY STATIC PRESSURE PRIOR TO
ORDERING MATERIALS OR STARTING ANY IRRIGATION INSTALLATION, AND NOTIFY THE OWNER'S
REPRESENTATIVE IF THE STATIC PRESSURE FALLS BELOW 75 PSI. IF THE CONTRACTOR FAILS TO NOTIFY THE
OWNER'S REPRESENTATIVE, THE CONTRACTOR ASSUMES FULL RESPONSIBILITY FOR ANY SYSTEM ALTERATIONS
REQUIRED FOR PROPER OPERATION.
ALL POINTS OF CONNECTION TO THE WATER SERVICE LINE ARE TO BE PROVIDED BY OTHERS. CONTRACTOR
SHALL TIE INTO THE EXISTING POINT OF CONNECTION AND EXTEND TYPE 'K' COPPER PIPE THROUGH THE
BACKFLOW PREVENTER AS DETAILED.
EACH POINT OF CONNECTION AND WATER SERVICE LINE CAN SAFELY PROVIDE 40 GALLONS PER MINUTE
(GPM) TO THE IRRIGATION SYSTEM. VALVE CIRCUITS AND CONTROLLER PROGRAMMING SHALL NOT CREATE
A SYSTEM FLOW DEMAND GREATER THAN 40 GPM PER SINGLE WATER SERVICE CONNECTION.
LANDSCAPE CONTRACTOR AND GENERAL CONTRACTOR SHALL COORDINATE ALL IRRIGATION SLEEVING
BEFORE PAVING, WALKS, AND WALL CONSTRUCTION BEGINS.
LANDSCAPE CONTRACTOR SHALL VERIFY THE HORIZONTAL AND VERTICAL LOCATIONS OF ALL
UNDERGROUND UTILITIES PRIOR TO COMMENCEMENT OF CONSTRUCTION.
MAINLINE SHALL BE PLACED 36" BELOW GRADE UNDER ALL STREETS, 24" UNDER DRIVEWAYS, 18" BELOW
GRADE IN ALL OTHER LOCATIONS. PVC LATERALS SHALL BE PLACED 12" BELOW GRADE.
SLEEVES UNDER DRIVEWAYS, IN R.O.W.'S, AND UNDER STREETS SHALL BE MIN. 2" SCH. 40 PVC. (CL 315 IF
CALLED OUT AS LARGER). SLEEVING SHALL BE SIZED AT MIN. TWICE LINE SIZE. SLEEVES SHALL EXTEND A MIN.
OF 12" BEYOND EDGE OF PAVEMENT.
SLEEVES UNDER SIDEWALKS ARE NOT GRAPHICALLY INDICATED. CONTRACTOR SHALL PROVIDE SLEEVING AS
INDICATED IN PREVIOUS NOTE.
ALL MAINLINE FITTINGS SHALL BE SCH. 80 PVC AND ALL LATERAL FITTINGS SHALL BE SCH. 40 PVC.
ALL AUTOMATIC CONTROLLERS, RISERS, AND BACK FLOW PREVENTERS SHALL BE SET PLUM. SPRINKLER RISERS
AND QUICK COUPLERS SHALL BE SET PERPENDICULAR TO FINISH GRADE.
IF IT BECOMES NECESSARY TO ALTER OR RELOCATE SPRINKLER HEADS, VALVES, PIPING, ETC. DUE TO
CHANGES IN SITE CONDITIONS, THE CONTRACTOR SHALL OBTAIN APPROVAL FROM THE OWNER'S
AUTHORIZED REPRESENTATIVE PRIOR TO STARTING THE REVISIONS.
PLACE ALL VALVES IN VALVE BOX WITH LOCKING LID. ALL CONTROL VALVE BOXES SHALL BE
PLACED IN D.G. LANDSCAPE BEDS. BOXES TO BE TAN IN COLOR. WHERE NOT POSSIBLE, BOXES MAY BE
PLACED IN TURF IN GREEN COLORED BOXES.
USE #14 UF UL DIRECT BURIAL WIRE EPOXY FILLED CYLINDER TYPE CONNECTIONS.
120V POWER TO CONTROLLER LOCATIONS TO BE PROVIDED BY OTHERS.
SCHEDULE CONTROLLERS TO WATER DURING NON-PEAK DEMAND HOURS.
EMITTER STATIONS ARE DESIGNED AND INDICATED AS BEING CONTROLLED PER COMMON EXPOSURES,
I.E., NORTH AND EAST TOGETHER; AND SOUTH AND WEST TOGETHER.
CONTACT THE BLUE STAKE CENTER (263-1100) 24 HOURS PRIOR TO CONSTRUCTION. CONTRACTOR IS
RESPONSIBLE FOR AND MUST RESTORE ANYTHING DAMAGED DURING AND AS A RESULT OF HIS
CONSTRUCTION.
DRIP EMITTERS ARE NOT GRAPHICALLY SHOWN. SEE DETAILS FOR EMITTER EMISSION POINT LOCATIONS.
SEE PLANT SCHEDULE FOR EMITTER QUANTITY AND GALLONAGE APPLICATION PER PLANT.
EMITTERS ARE TO BE INSTALLED BELOW GRADE. ALL PIPING SHALL BE THOROUGHLY FLUSHED PRIOR TO
EMITTER INSTALLATION AS PER THE DETAILS.
EXISTING CITY OF GOODYEAR IRRIGATION TO BE MODIFIED IN R.O.W. TO MAINTAIN ANY THROUGH
IRRIGATION REQUIREMENTS. CONTRACTOR SHALL FIELD CONFIRM EXISTING R.O.W. IRRIGATION.
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
17.
18.
19.
20.
21.
1.
ROUGH GRADING TO WITHIN ± 0.10 FOOT INCLUDING ALL BERMS AND SWALES WILL BE PROVIDED
BY BUILDER BEFORE PLANTING BEGINS.
2.
FINISH GRADES AFTER INSTALLATION OF DECOMPOSED GRANITE AND SOD SHALL BE 1/2" BELOW
ADJACENT PAVING.
3.
ANY DISCREPANCIES FOUND BETWEEN PLANS, SPECIFICATIONS, AND THE SITE SHALL BE BROUGHT
TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE.
4.
LANDSCAPE CONTRACTOR SHALL CONFIRM ALL LOCATIONS OF UNDERGROUND UTILITIES PRIOR TO
EXCAVATION.
5.
OWNER'S REPRESENTATIVE HAS THE OPTION OF ACCEPTANCE OR REJECTION OF ANY PLANT
MATERIALS DEEMED UNACCEPTABLE UPON DELIVERY TO THE SITE.
6.
ALL TREES SHALL MEET THE ARIZONA NURSERY ASSOCIATION STANDARD TREE SPECIFICATIONS FOR
HEIGHT, WIDTH, AND CALIPER FOR THEIR CONTAINER/BOX SIZE, UNLESS OTHERWISE INDICATED ON
THE PLANS.
7.
PREPARED BACK FILL: NATIVE SOIL MIXED WITH ONE TENTH PART 'DAKOTA PEAT' AND GYPSUM AT
THE RATE OF 2.5 LBS./CU. YARD.
8.
ADD "AGRI-FORM" FERTILIZER TABLETS AT THE FOLLOWING RATES:
1 GALLON PLANT ----- 1 TABLET
5 GALLON PLANT ----- 2 TABLETS
15 GALLON PLANT ----- 4 TABLETS
24" BOX PLANT ----- 6 TABLETS
36" BOX PLANT -----10 TABLETS
9.
TABLETS TO BE PLACED NO DEEPER THAN 6" BELOW SOIL SURFACE.
10.
DOUBLE STAKE ALL STANDARD TRUNK TREES. NO STAKES TO MULTI-TRUNK TREES. CONTRACTOR
SHALL REMOVE ALL STAKES AT THE END OF THE 1 YEAR GUARANTEE PERIOD.
11.
ALL NON-TURF PLANTING AREAS (EXCEPT ANNUAL BEDS) TO BE COVERED TO A DEPTH OF 2" WITH
DECOMPOSED GRANITE PER THE LANDSCAPE LEGEND. APPLY PRE-EMERGENT 'SURFLAN' AS PER
MANUFACTURER'S DIRECTIONS. PROVIDE 1" D.G. COVER OVER PLANT PITS.
12.
LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR ALL PLANTS SHOWN ON THE PLANTING PLAN. THE
CONTRACTOR SHALL VERIFY ALL QUANTITIES INDICATED IN THE LEGEND.
13.
PLANT MATERIALS TO BE GUARANTEED AFTER FINAL ACCEPTANCE AS FOLLOWS: TREES - 1 YEAR;
SHRUBS AND GROUND COVERS - SIXTY DAYS. CONTRACTOR SHALL PROVIDE ALL GUARANTEES
REQUIRED BY THE CITY.
14.
FINAL BUILDING PERMIT CANNOT BE OBTAINED UNTIL BONDING OR APPROVED ASSURANCES IS
PROVIDED FOR THE LANDSCAPING WITHIN THE RIGHT-OF-WAY.
15.
NO PLANT SUBSTITUTIONS, TYPE, OR QUANTITY DEVIATIONS FROM THE APPROVED LANDSCAPE
PLANS WITHOUT PRIOR APPROVAL FROM THE CITY OF GLENDALE.
16.
ALL PLANT MATERIAL AND SPECIFICATIONS SHALL CONFORM TO THE ARIZONA NURSERYMEN
ASSOCIATION STANDARDS.
17.
ALL EXISTING TREES AND SHRUBS IN THE RIGHT-OF-WAY AND DESIGNATED TO REMAIN THAT ARE
DAMAGED OR DESTROYED WILL BE REPLACED IN LIKE KIND AND SIZE BY THE CONTRACTOR.
18.
NO SLOPES ON SITE TO EXCEED 4:1.
19.
LANDSCAPE CONTRACTOR SHALL STAKE ALL TREE LOCATIONS FOR APPROVAL BY OWNER PRIOR
TO PLANTING.
20.
OWNER SHALL MAINTAIN ALL LANDSCAPING AND IRRIGATION.
LANDSCAPE NOTES
10
9
8
8
10
9
8
7
8
8
8
6
8
8
GLENN DRIVE
(PUBLIC ROADWAY)
48TH LANE
(PUBLIC ROADWAY)
50TH AVENUE
(PUBLIC ROADWAY)
PALMAIRE AVENUE
PALMAIRE AVENUE
(UNDERDEVELOPED ROADWAY)
T
T
UP
UP
STAIR 2
ENTRY
CANOPY
OUTDOOR PATIO
25'-0" R/W
25'-0" R/W
25'-0" R/W
20'-0"
LANDSCAPE
SETBACK
30'-0" R/W
20'-0"
LANDSCAPE
SETBACK
20'-0
LANDSCAPE
SETBACK
20'-0"
LANDSCAPE
SETBACK
30'-0"
30'-0"
30'-0"
30'-0"
30'-0"
30'-0"
30'-0"
30'-0"
64'-0"
56'-0"
44'-0"
39'-10"
24'-4"
20'-2"
33'-8"
44'-0"
56'-0"
44'-0"
22'-0"
24'-4"
40'-0"
44'-0"
56'-0"
64'-0"
R3'-8"
R16'-0"
R20'-0"
51'-0"
21'-7"
1'-4" TYP.
19'-0"
19'-0"
8'-0"
5'-0"
4'-0"
5'-0"
5'-0"
3'-0"
6'-0"
6'-0"
MATCHLINE L1.2
MATCHLINE L1.1
Proj Mgr.
Dwn By:
Date:
Description:
Rev.
SV
CM
OVERALL
HARDSCAPE PLAN
L1.0
A R C H I T E C T U R E . P L A N N I N G .
L A N D S C A P E A R C H I T E C T U R E .
4019 N. 44TH ST. / PHOENIX, AZ 85018
6 0 2 - 9 5 2 - 8 2 8 0 / T O D D A S S O C . C O M
Copyright 2021 Todd & Associates, Inc.
CRITICAL THINKING / CREATIVE DESIGN
+ ASSOCIATES
TODD
PROJECT
NO.
CLIENT
SEAL
CONTACT
PHASE
DATA
22-2015-00
GLENDALE
SENIOR
APARTMENTS
GLENDALE, AZ
Mercy Housing
6515 W. MARYLAND AVE.
GLENDALE, AZ 85301
(623) 937-0418
09-19-22
DEVELOPMENT
100% DESIGN
Call at least two full working days
before you begin excavation.
Dial 8-1-1 or 1-800-STAKE-IT (782-5348)
In Maricopa County: (602) 263-1100
Arizona Blue Stake, Inc.
LA: SVOORHEES@toddasssoc.com
CLIENT:
PAVING
KEY-
NOTE
MATERIAL/DESC.
COLOR
FINISH
NOTES
B
PAVEMENT MATERIALS/
FINISH SCHEDULE
C.I.P. CONCRETE INTEGRAL
COLORED SIDEWALK
LOCATION
ACCENT WALKS
C
NATURAL
PEWTER
INTEGRAL COLORED EXPOSED
AGGREGATE CONCRETE
TABLE ENTRY
DRIVE DROP-OFF
PROVIDE MOCK-UP PER SPECS.;
SEE DETAIL 2 / L2.0
TOOLED JOINTS PER PLANS;
PROVIDE MOCK-UP PER SPECS.;
SEE DETAIL 1 / L2.0
PAVEMENT TYPES
GROUNDPLANE FINISHES
J
-
K
SOD
PER LANDSCAPE PLANS
NATURAL TURF
-
-
-
PER LANDSCAPE PLANS
LANDSCAPE
AREAS
-
D
ACKERSTONE PALAZZO 12" x
24"
PROVIDE MOCK-UP PER SPECS.,
SEE DETAIL 3 / L2.0
DAVIS COLOR
TBD
CONTEMPO
SITE TYP.
A
C.I.P. CONCRETE SIDEWALK
NATURAL GRAY
TOOLED JOINTS PER PLANS;
PROVIDE MOCK-UP PER SPECS.;
SEE DETAIL 1 / L2.0
DAYTON SUP. -
100 3/8" EXP'D
AGGREGATE
MEDIUM
BROOM FINISH
DAYTON
SUPERIOR - 05
SANDBLAST
-
I
-
K9 ELITE ART. TURF
DOG PARK
INSTALL OVER 8" MIN. COMPACTED
ABC, SEE DETAIL 4 / L2.0
DAVIS COLOR
TBD
OUTDOOR
SEATING AREA
TBD
E
STABILIZED DECOMPOSE
GRANITE
PROVIDE MOCK-UP PER SPECS.,
SEE DETAIL 8 / L6.0
AMENITY
COURTYARD
KEY-
NOTE
SITE KEYNOTE
SCHEDULE
ITEM
1
PROPERTY LINE
2
3
SETBACK LINE
5
BIKE RACKS, SEE DETAIL 3 / L2.0
4
SIGHT VISIBILTY TRIANGLE
6
7
8
9
10
11
12
PROJECT ENTRY SIGN, SEE DETAIL 2 / L2.1
PROJECT IDENTITY MONUMENT SIGN, SEE DETAIL
1 / L2.1
PERGOLA SHADE STRUCTURE, SEE DETAIL 4 / L2.1
6' HT. VIEW FENCE W/ COLUMNS, SEE WALL PLAN
6' HT. SECURED PEDESTRIAN GATES, SEE WALL PLAN
4' HT. PARKING LOT SCREEN WALL, SEE WALL PLAN
RAISED COMMUNITY GARDEN PLANTERS,
SEE PLANTER SCHEDULE, DETAIL 8 / L2.0
OUTDOOR GRILL STATION (PROPANE), SEE DETAIL
3 / L2.1
13
SOLAR PARKING CANOPY, REFER TO
ARCHITECTURAL DRAWINGS
14
6' HT. SCREEN WALL, SEE WALL PLAN
15
42" BOLLARD, SEE DETAIL 6 / L2.1
16
PET RECEPTACLE, SEE DETAIL 9 / L2.1
17
SITE FURNITURE, SEE FURN. SCHEDULE
18
WATER FEATURE W/ RECIRCULATIMG
SUBMERSIBLE PUMP, SEE DETAIL 8/L2.0
19
ADA RAMP, REFER TO CIVIL DRAWINGS
20
OUTDOOR GRILL NODE (PROPANE, SEE DETAIL
SCALE:
0"
15'
30'
60'
1" = 30'-0"
PLANTER SCHEDULE
24" x 15' x 5'
18" x 12' x 5'
18" x 10' x 5'
18" x 8' x 5'
36" x 12' x 42"
24" x 4' x 16'
P1
P2
P3
P4
P5
P6
KEY-
NOTE
FURNITURE
SCHEDULE
ITEM
-
-
-
-
-
-
-
-
1
2
3
4
5
6
7
8
10
9
8
8
10
9
8
7
8
8
8
6
8
8
GLENN DRI
(PUBLIC ROADW
50TH AVENUE
(PUBLIC ROADWAY)
PALMAIRE AVENUE
R-3
RESIDENTIAL
T
3
A
C
12'-10"
30'-3
3
16
"
14'-10"
1
10
7
13
7
13
25'-0" R/W
25'-0" R/W
30'-0" R/W
20'-0"
LANDSCAPE
SETBACK
20'-0
LANDSCAPE
SETBACK
20'-0"
LANDSCAPE
SETBACK
30'-0"
30'-0"
3
30'-0"
30'-0"
19
19
19
64'-0"
56'-0"
44'-0"
39'-10"
24'-4"
20'-2"
33'-8"
44'-0"
56'-0"
44'-0"
22'-0"
24'-4"
40'-0"
44'-0"
56'-0"
64'-0"
1'-4" TYP.
SCALE:
0"
10'
20'
40'
1" = 20'-0"
Proj Mgr.
Dwn By:
Date:
Description:
Rev.
SV
CM
HARDSCAPE PLAN
L1.1
A R C H I T E C T U R E . P L A N N I N G .
L A N D S C A P E A R C H I T E C T U R E .
4019 N. 44TH ST. / PHOENIX, AZ 85018
6 0 2 - 9 5 2 - 8 2 8 0 / T O D D A S S O C . C O M
Copyright 2021 Todd & Associates, Inc.
CRITICAL THINKING / CREATIVE DESIGN
+ ASSOCIATES
TODD
PROJECT
NO.
CLIENT
SEAL
CONTACT
PHASE
DATA
22-2015-00
GLENDALE
SENIOR
APARTMENTS
GLENDALE, AZ
Mercy Housing
6515 W. MARYLAND AVE.
GLENDALE, AZ 85301
(623) 937-0418
09-19-22
DEVELOPMENT
100% DESIGN
Call at least two full working days
before you begin excavation.
Dial 8-1-1 or 1-800-STAKE-IT (782-5348)
In Maricopa County: (602) 263-1100
Arizona Blue Stake, Inc.
LA: SVOORHEES@toddasssoc.com
CLIENT:
MATCHLINE L1.2
PAVING
KEY-
NOTE
MATERIAL/DESC.
COLOR
FINISH
NOTES
B
PAVEMENT MATERIALS/
FINISH SCHEDULE
C.I.P. CONCRETE INTEGRAL
COLORED SIDEWALK
LOCATION
ACCENT WALKS
C
NATURAL
PEWTER
INTEGRAL COLORED EXPOSED
AGGREGATE CONCRETE
TABLE ENTRY
DRIVE DROP-OFF
PROVIDE MOCK-UP PER SPECS.;
SEE DETAIL 2 / L2.0
TOOLED JOINTS PER PLANS;
PROVIDE MOCK-UP PER SPECS.;
SEE DETAIL 1 / L2.0
PAVEMENT TYPES
GROUNDPLANE FINISHES
J
-
K
SOD
PER LANDSCAPE PLANS
NATURAL TURF
-
-
-
PER LANDSCAPE PLANS
LANDSCAPE
AREAS
-
D
ACKERSTONE PALAZZO 12" x
24"
PROVIDE MOCK-UP PER SPECS.,
SEE DETAIL 3 / L2.0
DAVIS COLOR
TBD
CONTEMPO
SITE TYP.
A
C.I.P. CONCRETE SIDEWALK
NATURAL GRAY
TOOLED JOINTS PER PLANS;
PROVIDE MOCK-UP PER SPECS.;
SEE DETAIL 1 / L2.0
DAYTON SUP. -
100 3/8" EXP'D
AGGREGATE
MEDIUM
BROOM FINISH
DAYTON
SUPERIOR - 05
SANDBLAST
-
I
-
K9 ELITE ART. TURF
DOG PARK
INSTALL OVER 8" MIN. COMPACTED
ABC, SEE DETAIL 4 / L2.0
DAVIS COLOR
TBD
OUTDOOR
SEATING AREA
TBD
E
STABILIZED DECOMPOSE
GRANITE
PROVIDE MOCK-UP PER SPECS.,
SEE DETAIL 8 / L6.0
AMENITY
COURTYARD
KEY-
NOTE
SITE KEYNOTE
SCHEDULE
ITEM
1
PROPERTY LINE
2
3
SETBACK LINE
5
BIKE RACKS, SEE DETAIL 3 / L2.0
4
SIGHT VISIBILTY TRIANGLE
6
7
8
9
10
11
12
PROJECT ENTRY SIGN, SEE DETAIL 2 / L2.1
PROJECT IDENTITY MONUMENT SIGN, SEE DETAIL
1 / L2.1
PERGOLA SHADE STRUCTURE, SEE DETAIL 4 / L2.1
6' HT. VIEW FENCE W/ COLUMNS, SEE WALL PLAN
6' HT. SECURED PEDESTRIAN GATES, SEE WALL PLAN
4' HT. PARKING LOT SCREEN WALL, SEE WALL PLAN
RAISED COMMUNITY GARDEN PLANTERS,
SEE PLANTER SCHEDULE, DETAIL 8 / L2.0
OUTDOOR GRILL STATION (PROPANE), SEE DETAIL
3 / L2.1
13
SOLAR PARKING CANOPY, REFER TO
ARCHITECTURAL DRAWINGS
14
6' HT. SCREEN WALL, SEE WALL PLAN
15
42" BOLLARD, SEE DETAIL 6 / L2.1
16
PET RECEPTACLE, SEE DETAIL 9 / L2.1
17
SITE FURNITURE, SEE FURN. SCHEDULE
18
WATER FEATURE W/ RECIRCULATIMG
SUBMERSIBLE PUMP, SEE DETAIL 8/L2.0
19
ADA RAMP, REFER TO CIVIL DRAWINGS
20
OUTDOOR GRILL NODE (PROPANE, SEE DETAIL
PLANTER SCHEDULE
24" x 15' x 5'
18" x 12' x 5'
18" x 10' x 5'
18" x 8' x 5'
36" x 12' x 42"
24" x 4' x 16'
P1
P2
P3
P4
P5
P6
KEY-
NOTE
FURNITURE
SCHEDULE
ITEM
-
-
-
-
-
-
-
-
1
2
3
4
5
6
7
8
RIVE
DWAY)
48TH LANE
(PUBLIC ROADWAY)
PALMAIRE AVENUE
(UNDERDEVELOPED ROADWAY)
T
UP
UP
STAIR 2
ENTRY
CANOPY
OUTDOOR PATIO
4
A4.3.1
2
A4.3.2
14
11
5
A
B
2
1
6
5
J
J
J
I
8
9
4
6
6
4
12
E
A
25'-0" R/W
20'-0"
LANDSCAPE
SETBACK
3
3
30'-0"
30'-0"
30'-0"
30'-0"
4 STORY
RESIDENTIAL
BUILDING
32,802 SQ. FT.
15
OPEN LAWN
1,118 SQ. FT.
OPEN LAWN
1,834 SQ. FT.
GAME LAWN
1,099 SQ. FT.
C
3
18
17
R3'-8"
R16'-0"
R20'-0"
51'-0"
21'-7"
P5
P4
P1
P2
P3
P6
19'-0"
8
19'-0"
TYP.
8
8'-0"
5'-0"
4'-0"
5'-0"
5'-0"
20
20
3'-0"
6'-0"
6'-0"
A R C H I T E C T U R E . P L A N N I N G .
L A N D S C A P E A R C H I T E C T U R E .
4019 N. 44TH ST. / PHOENIX, AZ 85018
6 0 2 - 9 5 2 - 8 2 8 0 / T O D D A S S O C . C O M
Copyright 2021 Todd & Associates, Inc.
CRITICAL THINKING / CREATIVE DESIGN
+ ASSOCIATES
TODD
PROJECT
NO.
CLIENT
SEAL
CONTACT
PHASE
DATA
22-2015-00
GLENDALE
SENIOR
APARTMENTS
GLENDALE, AZ
Mercy Housing
6515 W. MARYLAND AVE.
GLENDALE, AZ 85301
(623) 937-0418
09-19-22
DEVELOPMENT
100% DESIGN
Call at least two full working days
before you begin excavation.
Dial 8-1-1 or 1-800-STAKE-IT (782-5348)
In Maricopa County: (602) 263-1100
Arizona Blue Stake, Inc.
LA: SVOORHEES@toddasssoc.com
CLIENT:
Proj Mgr.
Dwn By:
Date:
Description:
Rev.
SV
CM
HARDSCAPE PLAN
L1.2
MATCHLINE L1.1
SCALE:
0"
10'
20'
40'
1" = 20'-0"
PAVING
KEY-
NOTE
MATERIAL/DESC.
COLOR
FINISH
NOTES
B
PAVEMENT MATERIALS/
FINISH SCHEDULE
C.I.P. CONCRETE INTEGRAL
COLORED SIDEWALK
LOCATION
ACCENT WALKS
C
NATURAL
PEWTER
INTEGRAL COLORED EXPOSED
AGGREGATE CONCRETE
TABLE ENTRY
DRIVE DROP-OFF
PROVIDE MOCK-UP PER SPECS.;
SEE DETAIL 2 / L2.0
TOOLED JOINTS PER PLANS;
PROVIDE MOCK-UP PER SPECS.;
SEE DETAIL 1 / L2.0
PAVEMENT TYPES
GROUNDPLANE FINISHES
J
-
K
SOD
PER LANDSCAPE PLANS
NATURAL TURF
-
-
-
PER LANDSCAPE PLANS
LANDSCAPE
AREAS
-
D
ACKERSTONE PALAZZO 12" x
24"
PROVIDE MOCK-UP PER SPECS.,
SEE DETAIL 3 / L2.0
DAVIS COLOR
TBD
CONTEMPO
SITE TYP.
A
C.I.P. CONCRETE SIDEWALK
NATURAL GRAY
TOOLED JOINTS PER PLANS;
PROVIDE MOCK-UP PER SPECS.;
SEE DETAIL 1 / L2.0
DAYTON SUP. -
100 3/8" EXP'D
AGGREGATE
MEDIUM
BROOM FINISH
DAYTON
SUPERIOR - 05
SANDBLAST
-
I
-
K9 ELITE ART. TURF
DOG PARK
INSTALL OVER 8" MIN. COMPACTED
ABC, SEE DETAIL 4 / L2.0
DAVIS COLOR
TBD
OUTDOOR
SEATING AREA
TBD
E
STABILIZED DECOMPOSE
GRANITE
PROVIDE MOCK-UP PER SPECS.,
SEE DETAIL 8 / L6.0
AMENITY
COURTYARD
KEY-
NOTE
SITE KEYNOTE
SCHEDULE
ITEM
1
PROPERTY LINE
2
3
SETBACK LINE
5
BIKE RACKS, SEE DETAIL 3 / L2.0
4
SIGHT VISIBILTY TRIANGLE
6
7
8
9
10
11
12
PROJECT ENTRY SIGN, SEE DETAIL 2 / L2.1
PROJECT IDENTITY MONUMENT SIGN, SEE DETAIL
1 / L2.1
PERGOLA SHADE STRUCTURE, SEE DETAIL 4 / L2.1
6' HT. VIEW FENCE W/ COLUMNS, SEE WALL PLAN
6' HT. SECURED PEDESTRIAN GATES, SEE WALL PLAN
4' HT. PARKING LOT SCREEN WALL, SEE WALL PLAN
RAISED COMMUNITY GARDEN PLANTERS,
SEE PLANTER SCHEDULE, DETAIL 8 / L2.0
OUTDOOR GRILL STATION (PROPANE), SEE DETAIL
3 / L2.1
13
SOLAR PARKING CANOPY, REFER TO
ARCHITECTURAL DRAWINGS
14
6' HT. SCREEN WALL, SEE WALL PLAN
15
42" BOLLARD, SEE DETAIL 6 / L2.1
16
PET RECEPTACLE, SEE DETAIL 9 / L2.1
17
SITE FURNITURE, SEE FURN. SCHEDULE
18
WATER FEATURE W/ RECIRCULATIMG
SUBMERSIBLE PUMP, SEE DETAIL 8/L2.0
19
ADA RAMP, REFER TO CIVIL DRAWINGS
20
OUTDOOR GRILL NODE (PROPANE, SEE DETAIL
PLANTER SCHEDULE
24" x 15' x 5'
18" x 12' x 5'
18" x 10' x 5'
18" x 8' x 5'
36" x 12' x 42"
24" x 4' x 16'
P1
P2
P3
P4
P5
P6
KEY-
NOTE
FURNITURE
SCHEDULE
ITEM
-
-
-
-
-
-
-
-
1
2
3
4
5
6
7
8
CONCRETE PAVEMENT PER
PAVEMENT AND MATERIALS/
FINISH SCHEDULE
#4 AT 12" O.C. EACH WAY
COMPACTED SUB-GRADE
PER SOILS REPORT
A.B.C. PER SOILS REPORT
ADJACENT ASPHALT
DRIVEWAY
1/2" FIBER EXPANSION JOINT
W/ TRAFFIC SEALANT
2
VEHICULAR PAVING
SCALE: 3/4" = 1'-0"
8"
1/2" FIBER EXPANSION JOINT
W/ TRAFFIC SEALANT
48" A.F.G.
1 3/4" SQ. POST
SIGN
DISPENSER
'GLADIATOR'
CAN
BRACKET
BRACKET
EMBED POST 18"
INTO 12"Ø
CONCRETE
FOOTING
INSTALL PER
MANUFACTURER'S
INSTRUCTIONS
NOTE:
9
PET WASTE RECEPTACLE
NTS
WEED BARRIER / BACKING
MIN. 8" DEPTH OF ABC, CLASS II ROAD BASE, 1/4"
MINUS W/ FINES MIXED IN; 90% COMPACTION RATE
K9 ELITE SYNTHETIC GRASS BY FOREVERLAWN
2" x 4" COMPOSITE WOOD NAILER BOARD,
ATTACH TO ADJACENT HEADER PER
MANUFACTURER'S RECOMMENDATIONS
NOTE:
1.
TURF BACKING TO BE INSTALLED 1/8"
BELOW TOP OF ADJACENT PAVING.
95% COMPACTED SUBGRADE
OR PER SOILS REPORT
RECOMMENDATIONS
ADJACENT PAVING
4
SYNTHETIC TURF ON GRADE AT DOG PARK
SCALE: 1" = 1'-0"
1/4"
FG
A
CONTROL JOINT
SPACING AND LAYOUT PER PLANS
B
C
EXPANSION JOINT
@ 20'-0" O.C. MAX.
D
AT GRADE
AT ASPHALT
8"
2x PAVEMENT
DEPTH
1/2" ASPHALT
IMPREGNATED FIBER
BOARD AND
CAULKING
4" CONCRETE SLAB OVER
COMPACTED GRADE
CONCRETE SLAB OVER
COMPACTED GRADE PER
SOILS REPORT
TOOLED EDGES
CONTINUOUS TYP.
ASPHALT PAVING
OVER ABC
4" CONCRETE SLAB OVER
COMPACTED GRADE
TOOLED JOINTS
TYPICAL
TOOLED EDGE
CONTINUOUS TYP.
4" CONCRETE SLAB OVER
COMPACTED GRADE
TOOLED EDGES
CONTINUOUS TYP.
1
SLAB TURNDOWNS/
SIDEWALK JOINTS - TYPICAL
SCALE: 1"=1'-0
7
RAISED GARDEN PLANTER
SCALE: 1/2" = 1'-0"
1'-4"
2" VARIES, SEE PLANS
VARIES, SEE PLANS
SIMPSON ELEVATED POST BASE
#EPB44 WITH GALVANIZED FINISH.
NAIL TO 4"X4" POST W/ (8) 16D NAILS
2"X6" REWOOD SIDE BOARDS. MITER
CORNERS. FASTEN TO POSTS W/ 3"
LAG SCREWS.
3" LAYER OF 1/4" MINUS STABILIZED
DECOMPOSED GRANITE
2"X6" REDWOOD TOP PLATE, MITER
CORNERS W/ 1" CHAMFER
PREPARED PLANTING MIX BACKFILL
6" GRAVEL DRAINAGE COURSE
OVER SUB-GRADE
CONCRETE FOOTING
4"x4" REDWOOD CORNER POSTS
NOTE:
1.
ALL WOOD TO BE HEART REDWOOD ATTACHED
W/ HOT DIP GALV. SCREWS AND FINISHED IN
TWO COATS EXTERIOR WATER SEALANT.
2.
INSTALL AND SECURE A 20 MIL PVC LINER ON
ALL INTERIOR SIDEWALLS. BOTTOM TO BE OPEN
FOR THROUGH DRAINAGE
3.
PLANTER TO RECEIVE AUTOMATIC IRRIGATION.
4.
BACKFILL TO BE 'SOIL MIX' PER LANDSCAPE
PLANS.
5.
SOIL LEVEL TO FINISH 1" MAX. BELOW TOP OF
POT AFTER COMPACTION.
20 MIL WATERPROOF LINER ON ALL
INTERIOR WALLS. OPEN BOTTOM.
3
PRECAST CONCRETE PAVERS ON GRADE
SCALE: 1" = 1'-0"
PRECAST CONCRETE PAVERS: BUTT
JOINT, MAX. HORIZONTAL VOID
OF 3/16", MAX. VERTICAL
ELEVATION DIFFERENCE OF 1/8"
1" SAND SETTING BED
ABC @ 100% COMPACTION
LANDSCAPE AREA
CONTINUOUS CONCRETE
FOOTING W/ 1- #4 REBAR CONT.,
EXP. JOINTS @ 10 O.C. MAX.; AT
ALL PERIMETER PAVERS
95% COMPACTED
SUB-GRADE
SAND FILLED JOINTS
3/4" MORTAR SET
4"
4"
NOTE:
1.
SEE PAVING SCHEDULE ON HARDSCAPE PLANS
FOR PAVER TYPES, COLOR, FINISH, AND SIZES.
CONCRETE FOOTINGS
GROUND LEVEL
6
BOLLARD
SCALE: 3/4" = 1'-0"
3'-0"
STEEL ANCHOR WELDED TO
END OF TUBULAR POST
SECURING ASSEMBLY IN
CONCRETE FOOTING
4-1/2" O.D.
TUBULAR STEEL
SIDE ELEVATION
END ELEVATION
4" CONCRETE PAD,
MEDIUM BROOM FINISH
±1'-0"
1 1
2" O.D. STEEL TUBING. 11
GAUGE. SEE NOTES FOR
FINISH.
7 1
2" R
CONCRETE
FOOTING TYP.
NOTES:
1.
EACH LOOP HOLDS 2 BICYCLES
2.
SET TUBING 12" BELOW GRADE IN 24" DEEP x 6" WIDE CONCRETE FOOTING.
3.
24" MINIMUM CLEARANCE FROM WALLS OR OBSTRUCTIONS INCLUDING CURBS OR EDGE OF ROADWAY ON BOTH
SIDES AND BACK OF RACK. FRONT OF RACK SHALL HAVE 6' MINIMUM CLEAR AREA
4.
FINISH TO BE WEATHER RESISTANT, BAKED-ON POWDER POLYMER COATING. COLOR: TBD RACK CONSTRUCTION
AND INSTALLATION SHALL COMPLY WITH CITY OF PHOENIX STANDARD DETAIL
5.
NUMBER OF LOOPS PER PLANS
COMPACTED
SUBGRADE
WRAP TUBING BELOW
GRADE FOR
WATERPROOFING
5'-6"
1'-6"
1'-3"
2'-10"
2'-10"
2'-0"
9"
6"
2'-0"
5
DERO HELIX BIKE RACK
SCALE: 3/4" = 1'-0"
4'-4"
SIZE VARIES
1'-0"
6"
6"
8
WATER FEATURE
SCALE: 3/4" = 1'-0"
1'-0"
1'-0"
3"
2'-0"
11"
MARUBACHI FOUNTAIN
2" GRAY MEXICAN PEBBLE
LITTLE GIANT, 4E-34N SERIES
SUBMERSIBLE PUMP
CONCRETE HEADER
GALVANIZED METAL GRATE
SUPPORT PEBBLES
PEDESTAL TO HOLD FOUNTAIN
HOLE CUT TO ALLOW FOR
HOSE
A R C H I T E C T U R E . P L A N N I N G .
L A N D S C A P E A R C H I T E C T U R E .
4019 N. 44TH ST. / PHOENIX, AZ 85018
6 0 2 - 9 5 2 - 8 2 8 0 / T O D D A S S O C . C O M
Copyright 2021 Todd & Associates, Inc.
CRITICAL THINKING / CREATIVE DESIGN
+ ASSOCIATES
TODD
PROJECT
NO.
CLIENT
SEAL
CONTACT
PHASE
DATA
22-2015-00
GLENDALE
SENIOR
APARTMENTS
GLENDALE, AZ
Mercy Housing
6515 W. MARYLAND AVE.
GLENDALE, AZ 85301
(623) 937-0418
09-19-22
DEVELOPMENT
100% DESIGN
Call at least two full working days
before you begin excavation.
Dial 8-1-1 or 1-800-STAKE-IT (782-5348)
In Maricopa County: (602) 263-1100
Arizona Blue Stake, Inc.
LA: SVOORHEES@toddasssoc.com
CLIENT:
Proj Mgr.:
Drawn By:
Date:
Description:
Rev.
HARDSCAPE DETAILS
L2.0
CM
CR
ELEVATION 'A-A'
ELEVATION 'B-B'
11'-4"
19'-6"
8"
6"6"
9'-0"
9'-0"
8'-0"
6"
6"x2" T.S. MEMBERS
ABOVE
6"x4" T.S. FRAME
ABOVE
6"x6" T.S. POST
HARDSCAPE PER
PLANS
FOOTING AND
REINFORCEMENTS
PER STRUCTURAL
5
PERGOLA
SCALE: 1/4" - 1'-0"
PLAN
B-B
A-A
6"
17'-0"
20'-0"
NOTES:
1.
DESIGN INTENT ONLY. PROVIDE SHOP DRAWING FOR REVIEW
2.
STEEL MEMBERS COLOR TO MATCH ARCHITECTURE RAILINGS.
SUBMIT COLOR CHIP FOR REVIEW.
3.
LIGHT FIXTURES WITHIN PERGOLA TO BE COORDINATED WITH
ELECTRICAL. CONDUIT WITHIN POSTS AND RUN ALONG
UPPER MEMBERS, PAINTED TO MATCH.
6"x2" T.S. MEMBERS
ABOVE
6"x4" T.S. FRAME
ABOVE
6"x6" T.S. POST
HARDSCAPE PER
PLANS
20'-0"
8"
17'-0"
12'-0"
6"x2" T.S. MEMBERS
ABOVE
6"x4" T.S. FRAME
ABOVE
6"x6" T.S. POST
R12'-6"
12'-0"
3'-4"
3'-4"
2'-10" TO
COUNTERTOP
9'-8"
3'-0"
2'-6"
1'-0"
2'-6"
2'-10"
3
DOUBLE GRILL STATION
SCALE: 1/2"=1'-0
NOTES:
1.
SHOP DRAWINGS TO BE PROVIDED BY CONTRACTOR.
2.
PROVIDE NATURAL GAS LINE PER PLUMBING PLANS.
3.
PROVIDE ELECTRICAL CONNECTION.
4.
PROVIDE EMERGENCY SHUT OFF VALVE AND TWO
HOUR TIMER.
5.
COUNTERTOP AND GRILL HEIGHT MUST BE 2'-10" PER
ADA AND FAIR HOUSING GUIDELINES.
GFI OUTLET, (1) PER BBQ
2" GRANITE COUNTERTOP
WITH 2" OVERHANG.
COLOR SELECTED BY OWNER
CMU W/ STUCCO TO MATCH
ARCHITECTURE
STAINLESS STEEL PROPANE
30" BBQ WITH BUILT IN LIGHT.
STAINLESS STEEL PROPANE 30"
BBQ WITH BUILT IN LIGHT.
8" CMU SUPPORT WALL @
GRILL ONLY
SECTION
AT GRILL
STAINLESS STEEL PROPANE
30" BBQ WITH BUILT IN LIGHT.
8"X8"X16" CMU STRUCTURE.
CONC W/ 10"X10" EMSER
RHAPSODY PORCELAIN TILE
VENEER, PER INTERIOR DESIGNER.
3/16" GROUT JOINT. COLOR: TO
MATCH DARKEST TILE
2" GRANITE COUNTERTOP
WITH 2" OVERHANG.
COLOR SELECTED BY OWNER
CONC. FOOTING AND
REINFORCEMENT PER
STRUCTURAL
PROVIDE 30" X 4'-0" CLEAR
AREA AND ACCESSIBLE
GRILL ARM IN FRONT OF
GRILL
PROVIDE 30" X 4'-0" CLEAR
AREA AND ACCESSIBLE
GRILL ARM IN FRONT OF
GRILL
8"X8"X16" CMU STRUCTURE.
CONC W/ 10"X10" EMSER
RHAPSODY PORCELAIN TILE
VENEER, PER INTERIOR DESIGNER.
3/16" GROUT JOINT. COLOR: TO
MATCH DARKEST TILE
30" ACCESS DOORS FOR
PROPANE TANK
1
PROJECT MONUMENT SIGN
SCALE: 1/2"=1'-0
12'-0"
NOTES:
1.
SHOP DRAWINGS TO BE
PROVIDED BY CONTRACTOR.
2.
LOW-VOLTAGE LIGHTING,
WALL WASH
4" X 8" X 16" CMU WALL;
TRENDSTONE "MONTEREY
STONE" BY TRENWYTH
4'-0"
2'-0"
8"
12'-4"
1'-4"
H O U S I N G
RAISED POLISHED STEEL
LETTERING
NATURAL FINISH STEEL PLATE
RAISED OFF CMU WALL
m e r c y
12'-0"
8"
12'-4"
1'-4"
STEEL PLATE W/ LASER CUT
LOGO
4" X 8" X 16" CMU WALL;
TRENDSTONE "MONTEREY
STONE" BY TRENWYTH
NATURAL FINISH STEEL PLATE
RAISED OFF CMU WALL
RAISED POLISHED STEEL
LETTERING
ELEVATION
PLAN
2
PROJECT ENTRY SIGN
SCALE: 1/2"=1'-0
4'-0"
5'-4"
4'-0"
8"
8"
ELEVATION
PLAN
mercy
HOUSING
4 9 0 0 G L E N N D R I V E
4'-0"
8"
2'-8"
2'-0"
4'-0"
NOTES:
1.
SHOP DRAWINGS TO BE
PROVIDED BY CONTRACTOR.
2.
LOW-VOLTAGE LIGHTING,
WALL WASH
LASER CUT STEEL PLATE
PANELS TO MATCH
ARCHITECTURAL ENTRY
RAISED POLISHED STEEL
LETTERING
NATURAL FINISH STEEL PLATE
RAISED OFF PANEL
LASER CUT STEEL PLATE PANELS TO
MATCH ARCHITECTURAL ENTRY
RAISED POLISHED STEEL
LETTERING
NATURAL FINISH STEEL PLATE
RAISED OFF PANEL
1'-9"
3'-4"
3'-4"
2'-10" TO
COUNTERTOP
5'-8"
2'-6"
1'-9"
2'-10"
4
DOUBLE GRILL STATION
SCALE: 1/2"=1'-0
NOTES:
1.
SHOP DRAWINGS TO BE PROVIDED BY CONTRACTOR.
2.
PROVIDE NATURAL GAS LINE PER PLUMBING PLANS.
3.
PROVIDE ELECTRICAL CONNECTION.
4.
PROVIDE EMERGENCY SHUT OFF VALVE AND TWO
HOUR TIMER.
5.
COUNTERTOP AND GRILL HEIGHT MUST BE 2'-10" PER
ADA AND FAIR HOUSING GUIDELINES.
GFI OUTLET, (1) PER BBQ
2" GRANITE COUNTERTOP
WITH 2" OVERHANG.
COLOR SELECTED BY OWNER
CMU W/ STUCCO TO MATCH
ARCHITECTURE
STAINLESS STEEL PROPANE
30" BBQ WITH BUILT IN LIGHT.
STAINLESS STEEL PROPANE 30"
BBQ WITH BUILT IN LIGHT.
8" CMU SUPPORT WALL @
GRILL ONLY
SECTION
AT GRILL
STAINLESS STEEL PROPANE
30" BBQ WITH BUILT IN LIGHT.
8"X8"X16" CMU STRUCTURE.
CONC W/ 10"X10" EMSER
RHAPSODY PORCELAIN TILE
VENEER, PER INTERIOR DESIGNER.
3/16" GROUT JOINT. COLOR: TO
MATCH DARKEST TILE
2" GRANITE COUNTERTOP
WITH 2" OVERHANG.
COLOR SELECTED BY OWNER
CONC. FOOTING AND
REINFORCEMENT PER
STRUCTURAL
PROVIDE 30" X 4'-0" CLEAR
AREA AND ACCESSIBLE
GRILL ARM IN FRONT OF
GRILL
PROVIDE 30" X 4'-0" CLEAR
AREA AND ACCESSIBLE
GRILL ARM IN FRONT OF
GRILL
8"X8"X16" CMU STRUCTURE.
CONC W/ 10"X10" EMSER
RHAPSODY PORCELAIN TILE
VENEER, PER INTERIOR DESIGNER.
3/16" GROUT JOINT. COLOR: TO
MATCH DARKEST TILE
30" ACCESS DOORS FOR
PROPANE TANK
A R C H I T E C T U R E . P L A N N I N G .
L A N D S C A P E A R C H I T E C T U R E .
4019 N. 44TH ST. / PHOENIX, AZ 85018
6 0 2 - 9 5 2 - 8 2 8 0 / T O D D A S S O C . C O M
Copyright 2021 Todd & Associates, Inc.
CRITICAL THINKING / CREATIVE DESIGN
+ ASSOCIATES
TODD
PROJECT
NO.
CLIENT
SEAL
CONTACT
PHASE
DATA
22-2015-00
GLENDALE
SENIOR
APARTMENTS
GLENDALE, AZ
Mercy Housing
6515 W. MARYLAND AVE.
GLENDALE, AZ 85301
(623) 937-0418
09-19-22
DEVELOPMENT
100% DESIGN
Call at least two full working days
before you begin excavation.
Dial 8-1-1 or 1-800-STAKE-IT (782-5348)
In Maricopa County: (602) 263-1100
Arizona Blue Stake, Inc.
LA: SVOORHEES@toddasssoc.com
CLIENT:
Proj Mgr.:
Drawn By:
Date:
Description:
Rev.
HARDSCAPE DETAILS
L2.1
CM
CR
10
9
8
8
10
9
8
7
8
8
8
6
8
8
GLENN DRIVE
(PUBLIC ROADWAY)
48TH LANE
(PUBLIC ROADWAY)
50TH AVENUE
(PUBLIC ROADWAY)
PALMAIRE AVENUE
PALMAIRE AVENUE
(UNDERDEVELOPED ROADWAY)
T
T
UP
UP
STAIR 2
ENTRY
CANOPY
OUTDOOR PATIO
4
A4.3.1
2
A4.3.2
25'-0" R/W
25'-0" R/W
25'-0" R/W
20'-0"
LANDSCAPE
SETBACK
30'-0" R/W
20'-0"
LANDSCAPE
SETBACK
20'-0
LANDSCAPE
SETBACK
20'-0"
LANDSCAPE
SETBACK
30'-0"
30'-0"
30'-0"
30'-0"
30'-0"
30'-0"
30'-0"
30'-0"
64'-0"
56'-0"
44'-0"
39'-10"
24'-4"
20'-2"
33'-8"
44'-0"
56'-0"
44'-0"
22'-0"
24'-4"
40'-0"
44'-0"
56'-0"
64'-0"
R3'-8"
R16'-0"
R20'-0"
51'-0"
21'-7"
1'-4" TYP.
19'-0"
19'-0"
8'-0"
5'-0"
4'-0"
5'-0"
5'-0"
3'-0"
6'-0"
6'-0"
5
5
5
6
4
1
2
3
Proj Mgr.
Dwn By:
Date:
Description:
Rev.
SV
CM
WALL PLAN
L3.0
A R C H I T E C T U R E . P L A N N I N G .
L A N D S C A P E A R C H I T E C T U R E .
4019 N. 44TH ST. / PHOENIX, AZ 85018
6 0 2 - 9 5 2 - 8 2 8 0 / T O D D A S S O C . C O M
Copyright 2021 Todd & Associates, Inc.
CRITICAL THINKING / CREATIVE DESIGN
+ ASSOCIATES
TODD
PROJECT
NO.
CLIENT
SEAL
CONTACT
PHASE
DATA
22-2015-00
GLENDALE
SENIOR
APARTMENTS
GLENDALE, AZ
Mercy Housing
6515 W. MARYLAND AVE.
GLENDALE, AZ 85301
(623) 937-0418
09-19-22
DEVELOPMENT
100% DESIGN
Call at least two full working days
before you begin excavation.
Dial 8-1-1 or 1-800-STAKE-IT (782-5348)
In Maricopa County: (602) 263-1100
Arizona Blue Stake, Inc.
LA: SVOORHEES@toddasssoc.com
CLIENT:
6
MATERIALS LIST
MATERIAL/ DESC.
DOG PARK FENCE
1
2
KEY-DESC.
NOTE
3
4
PEDESTRIAN GATE
FULL VIEW FENCE
CMU WALL
SCREEN WALL
5
4' METAL FENCE
6' VIEW FENCE
6' CMU WALL
4' CMU WALL
COLUMNS
2' X 2' CMU
COLUMNS
SCALE:
0"
15'
30'
60'
1" = 30'-0"
1
6'-0" CMU WALL W/ STUCCO
SCALE: 1/2"=1'-0
6'-0"
6'-0"
CONC FOOTING
PER STRUCTURAL
8"x4"x16" CAP
8"x8"x16" CMU
WALL W/
STUCCO
8"x4"x16" CAP
8"x8"x16"
SMOOTH CMU
BLOCK
5
VIEW FENCE & PEDESTRIAN GATE
SCALE: 1/2" - 1'-0"
ELEVATION
6'-0"
6'-8"
54" MIN
3'-6" GATE
1'-6" MIN
ON PULL
SIDE
2'-0116" COLUMN
2" MAX
10"
6'-8" CMU COLUMN OF
8"x8"x16" SMOOTH
FACE BLOCK
4" PRE-CAST CAP
10" METAL KICK PANEL
DISTANCE VARIES, PER PLANS
METAL GATE, 3/4" PICKETS @
4" O.C. WITH 1 1/2" BOTTOM,
MID, AND TOP RAIL. 2" POSTS
METAL FENCE, SEE
DETAIL #1
8'-0" FENCE
PANEL, TYP
DISTANCE VARIES,
PER PLANS
2
4'-0" SCREEN WALL
SCALE: 1/2"=1'-0
4'-0"
4'-0"
CONC FOOTING
PER STRUCTURAL
8"x4"x16" CAP
CMU WALL
W/STUCCO
8"x8"x16"
SMOOTH CMU
BLOCK
2'-0"
1'-4"
8"
PLAN
24" SQ CMU COLUMN
W/ 8"x8"x16" BLOCK
6'-0"
24" SQ INTEGRAL CMU
COLUMN w/ 8"x8"x16"
BLOCK.
COLOR: TBD
CONC. FOOTING AND
REINFORCEMENTS PER
STRUCTURAL
8"X4"X16" PRECAST
CAP. COLOR: GRAY
2'-0"
SECTION
ELEVATION
24" SQ INTEGRAL
CMU COLUMN w/
8"x8"x16" BLOCK.
COLOR: TBD
8"X4"X16" PRECAST
CAP. COLOR:
GRAY
3/8" RAKED GROUT
JOINT, TYP.
PROVIDE CENTER
SCORE WHERE
REQUIRED TO
MAKE AN 8"x8"
GROUT SCORE
8"
8"
2'-0"
2'-4"
2"
2"
6'-0"
NOTE:
REFER TO STRUCTURAL FOR
FOOTINGS & REINFORCING
3
TYPICAL CMU COLUMN
SCALE: 1/2"=1'-0
4
VIEW FENCE
SCALE: 1/2" - 1'-0"
ELEVATION
6'-0"
6'-8"
2'-0" COLUMN
2" MAX
6'-8" CMU COLUMN OF
8"x8"x16" SMOOTH
FACE BLOCK
4" PRE-CAST CAP
10" METAL KICK PANEL
DISTANCE VARIES, PER PLANS
METAL GATE, 3/4" PICKETS @
4" O.C. WITH 1 1/2" BOTTOM,
MID, AND TOP RAIL. 2" POSTS
METAL FENCE, SEE
DETAIL #1
ELEVATION
3'-6"
10"
5'-0"
2" MAX
48" MAX
54" MIN
GATE WITH 2" FRAME AND 1"
SQ 9 GA WELDED WIRE
MESH AS SHOWN. INSTALL
1/8" METAL PANEL AT
BOTTOM OF GATE, WELD
FLUSH WITH FRAME ON
ENTRY SIDE
PICKET FENCE WITH 2" FRAME
AND 1" SQ 9 GA WELDED
WIRE MESH
CONC. FOOTING
CONC. HEADER
ALONG FENCE LINE
2'-0"
2'-0"
6
DOG FENCE & GATE
SCALE: 1/2"=1'-0
SECTION
1'-0" Ø
5'-0"
1'-6"
CONC. FOOTING
INTERIOR
SIDE
EXTERIOR
SIDE
FENCE WITH 2"
FRAME AND 2" SQ 9
GA WELDED WIRE
MESH
2" MAX
1 1/2" T.S. RAIL
(2) 1/8" x 3/4" STRAP
STEEL WELDED TO
RAILS AND POSTS
TO CREATE DOUBLE
FRAME SURROUND
WIRE MESH
MOW STRIP
NOTE:
1.
CONTRACTOR TO PROVIDE SHOP DRAWINGS
FOR ARCHITECT'S APPROVAL.
2.
ALL WELDS TO BE GROUND SMOOTH.
3.
ALL METAL PAINTED TO MATCH METALWORK ON
ARCHITECTURE.
4.
FOOTING, REINFORCEMENTS, AND
CONNECTIONS PER STRUCTURAL.
5.
ALL GATES TO OPEN OUT.
A R C H I T E C T U R E . P L A N N I N G .
L A N D S C A P E A R C H I T E C T U R E .
4019 N. 44TH ST. / PHOENIX, AZ 85018
6 0 2 - 9 5 2 - 8 2 8 0 / T O D D A S S O C . C O M
Copyright 2021 Todd & Associates, Inc.
CRITICAL THINKING / CREATIVE DESIGN
+ ASSOCIATES
TODD
PROJECT
NO.
CLIENT
SEAL
CONTACT
PHASE
DATA
22-2015-00
GLENDALE
SENIOR
APARTMENTS
GLENDALE, AZ
Mercy Housing
6515 W. MARYLAND AVE.
GLENDALE, AZ 85301
(623) 937-0418
09-19-22
DEVELOPMENT
100% DESIGN
Call at least two full working days
before you begin excavation.
Dial 8-1-1 or 1-800-STAKE-IT (782-5348)
In Maricopa County: (602) 263-1100
Arizona Blue Stake, Inc.
LA: SVOORHEES@toddasssoc.com
CLIENT:
Proj Mgr.:
Drawn By:
Date:
Description:
Rev.
WALL DETAILS
L4.0
BM
CR
10
9
8
8
10
9
8
7
8
8
8
6
8
8
GLENN DRIVE
(PUBLIC ROADWAY)
48TH LANE
(PUBLIC ROADWAY)
50TH AVENUE
(PUBLIC ROADWAY)
PALMAIRE AVENUE
PALMAIRE AVENUE
(UNDERDEVELOPED ROADWAY)
T
T
UP
UP
STAIR 2
ENTRY
CANOPY
OUTDOOR PATIO
4
A4.3.1
2
A4.3.2
25'-0" R/W
25'-0" R/W
25'-0" R/W
20'-0"
LANDSCAPE
SETBACK
30'-0" R/W
20'-0"
LANDSCAPE
SETBACK
20'-0
LANDSCAPE
SETBACK
20'-0"
LANDSCAPE
SETBACK
30'-0"
30'-0"
30'-0"
30'-0"
30'-0"
30'-0"
30'-0"
30'-0"
64'-0"
56'-0"
44'-0"
39'-10"
24'-4"
20'-2"
33'-8"
44'-0"
56'-0"
44'-0"
22'-0"
24'-4"
40'-0"
44'-0"
56'-0"
64'-0"
R3'-8"
R16'-0"
R20'-0"
51'-0"
21'-7"
1'-4" TYP.
19'-0"
19'-0"
8'-0"
5'-0"
4'-0"
5'-0"
5'-0"
3'-0"
6'-0"
6'-0"
MATCHLINE L5.2
MATCHLINE L5.1
TREES
BOTANICAL / COMMON NAME
SIZE
CONTAINER
QTY
Acacia salicina / Willow Acacia
6` X 2.5`
15 gal.
11
Caesalpinia cacalaco / Cascalote
8` x 4`
24" Box
5
Caesalpinia mexicana / Mexican Bird of Paradise
7` x 4`
24" Box
16
Chilopsis linearis 'AZT Desert Diva' TM / Desert Diva Desert Willow
7` x 4`
24" Box
13
Citrus species / Citrus Tree
8` x 4`
24" Box
14
Parkinsonia x 'Desert Museum' / Desert Museum Palo Verde
8` x 4`
24" Box
12
Pistacia x 'Red Push' / Red Push Pistache
8` x 3`
24" Box
15
Prosopis x 'AZT' / AZT Thornless Mesquite
6` x 5`
24" Box
15
Quercus virginiana / Southern Live Oak
10` x 5`
36" Box
3
Sophora secundiflorum / Texas Mountain Laurel
4` x 3`
24" Box
9
Ulmus parvifolia / Evergreen Elm
7` x 4`
15 gal.
14
SHRUBS
BOTANICAL / COMMON NAME
SIZE
CONTAINER
SPACING
QTY
Dalea capitata 'Sierra Gold' TM / Sierra Gold Dalea
5 gal.
30" o.c.
39
Dodonaea viscosa 'Green' / Green Hopseed Bush
5 gal.
90" o.c.
38
Eremophila x 'Mallee Lipstick' / Mallee Lipstick Emu Bush
5 gal.
48" o.c.
17
Hesperaloe funifera / Giant Hesperaloe
5 gal.
54" o.c.
44
Leucophyllum candidum 'Thunder Cloud' TM / Thunder Cloud Texas Sage
5 gal.
36" o.c.
221
PLANT SCHEDULE
Olea europaea 'Little Ollie' TM / Little Ollie Olive
5 gal.
48" o.c.
27
Portulacaria afra / Elephant Bush
5 gal.
48" o.c.
16
Russelia equisetiformis 'Ruby Falls' / Ruby Falls Firecracker Plant
5 gal.
36" o.c.
157
Salvia x 'Ultra Violet' / Ultra Violet Sage
5 gal.
21" o.c.
70
Tecoma x 'Mnstabe' TM / Sierra Apricot Yellow Bells
5 gal.
51" o.c.
15
Tecoma x 'Orange Jubilee' / Orange Jubilee Yellow Bells
5 gal.
72" o.c.
46
GRASSES
BOTANICAL / COMMON NAME
SIZE
CONTAINER
SPACING
QTY
Muhlenbergia dubia / Pine Muhly
5 gal.
21" o.c.
182
Muhlenbergia lindheimeri 'Leni' TM / Autumn Glow Lindheimer's Muhly
5 gal.
48" o.c.
131
GROUND COVER
BOTANICAL / COMMON NAME
SIZE
CONTAINER
SPACING
QTY
Eremophila glabra 'Mingenew Gold' / Outback Sunrise Emu Bush
5 gal.
54" o.c.
175
Lantana montevidensis / Purple Trailing Lantana
5 gal.
45" o.c.
70
Lantana x 'New Gold' / New Gold Lantana
5 gal.
27" o.c.
45
Sphagneticola trilobata / Creeping Wedelia
5 gal.
66" o.c.
301
SUCCULENTS
BOTANICAL / COMMON NAME
SIZE
CONTAINER
SPACING
QTY
Aloe barbadensis / Barbados Aloe
5 gal.
27" o.c.
239
Aloe x 'Blue Elf' / Blue Elf Aloe
5 gal.
21" o.c.
77
Hesperaloe parviflora / Red Yucca
5 gal.
45" o.c.
139
SCALE:
0"
15'
30'
60'
1" = 30'-0"
Proj Mgr.
Dwn By:
Date:
Description:
Rev.
SV
CM
OVERALL
LANDSCAPE PLAN
L5.0
A R C H I T E C T U R E . P L A N N I N G .
L A N D S C A P E A R C H I T E C T U R E .
4019 N. 44TH ST. / PHOENIX, AZ 85018
6 0 2 - 9 5 2 - 8 2 8 0 / T O D D A S S O C . C O M
Copyright 2021 Todd & Associates, Inc.
CRITICAL THINKING / CREATIVE DESIGN
+ ASSOCIATES
TODD
PROJECT
NO.
CLIENT
SEAL
CONTACT
PHASE
DATA
22-2015-00
GLENDALE
SENIOR
APARTMENTS
GLENDALE, AZ
Mercy Housing
6515 W. MARYLAND AVE.
GLENDALE, AZ 85301
(623) 937-0418
09-19-22
DEVELOPMENT
100% DESIGN
Call at least two full working days
before you begin excavation.
Dial 8-1-1 or 1-800-STAKE-IT (782-5348)
In Maricopa County: (602) 263-1100
Arizona Blue Stake, Inc.
LA: SVOORHEES@toddasssoc.com
CLIENT:
10
9
8
8
10
9
8
7
8
8
8
6
8
8
GLENN DRI
(PUBLIC ROADW
50TH AVENUE
(PUBLIC ROADWAY)
PALMAIRE AVENUE
R-3
RESIDENTIAL
25'-0" R/W
25'-0" R/W
30'-0" R/W
20'-0"
LANDSCAPE
SETBACK
20'-0
LANDSCAPE
SETBACK
20'-0"
LANDSCAPE
SETBACK
30'-0"
30'-0"
30'-0"
30'-0"
64'-0"
56'-0"
44'-0"
39'-10"
24'-4"
20'-2"
33'-8"
44'-0"
56'-0"
44'-0"
22'-0"
24'-4"
40'-0"
44'-0"
56'-0"
64'-0"
1'-4" TYP.
TREES
BOTANICAL / COMMON NAME
SIZE
CONTAINER
QTY
Acacia salicina / Willow Acacia
6` X 2.5`
15 gal.
11
Caesalpinia cacalaco / Cascalote
8` x 4`
24" Box
5
Caesalpinia mexicana / Mexican Bird of Paradise
7` x 4`
24" Box
16
Chilopsis linearis 'AZT Desert Diva' TM / Desert Diva Desert Willow
7` x 4`
24" Box
13
Citrus species / Citrus Tree
8` x 4`
24" Box
14
Parkinsonia x 'Desert Museum' / Desert Museum Palo Verde
8` x 4`
24" Box
12
Pistacia x 'Red Push' / Red Push Pistache
8` x 3`
24" Box
15
Prosopis x 'AZT' / AZT Thornless Mesquite
6` x 5`
24" Box
15
Quercus virginiana / Southern Live Oak
10` x 5`
36" Box
3
Sophora secundiflorum / Texas Mountain Laurel
4` x 3`
24" Box
9
Ulmus parvifolia / Evergreen Elm
7` x 4`
15 gal.
14
SHRUBS
BOTANICAL / COMMON NAME
SIZE
CONTAINER
SPACING
QTY
Dalea capitata 'Sierra Gold' TM / Sierra Gold Dalea
5 gal.
30" o.c.
39
Dodonaea viscosa 'Green' / Green Hopseed Bush
5 gal.
90" o.c.
38
Eremophila x 'Mallee Lipstick' / Mallee Lipstick Emu Bush
5 gal.
48" o.c.
17
Hesperaloe funifera / Giant Hesperaloe
5 gal.
54" o.c.
44
Leucophyllum candidum 'Thunder Cloud' TM / Thunder Cloud Texas Sage
5 gal.
36" o.c.
221
Olea europaea 'Little Ollie' TM / Little Ollie Olive
5 gal.
48" o.c.
27
Portulacaria afra / Elephant Bush
5 gal.
48" o.c.
16
Russelia equisetiformis 'Ruby Falls' / Ruby Falls Firecracker Plant
5 gal.
36" o.c.
157
Salvia x 'Ultra Violet' / Ultra Violet Sage
5 gal.
21" o.c.
70
Tecoma x 'Mnstabe' TM / Sierra Apricot Yellow Bells
5 gal.
51" o.c.
15
Tecoma x 'Orange Jubilee' / Orange Jubilee Yellow Bells
5 gal.
72" o.c.
46
GRASSES
BOTANICAL / COMMON NAME
SIZE
CONTAINER
SPACING
QTY
Muhlenbergia dubia / Pine Muhly
5 gal.
21" o.c.
182
Muhlenbergia lindheimeri 'Leni' TM / Autumn Glow Lindheimer's Muhly
5 gal.
48" o.c.
131
GROUND COVER
BOTANICAL / COMMON NAME
SIZE
CONTAINER
SPACING
QTY
Eremophila glabra 'Mingenew Gold' / Outback Sunrise Emu Bush
5 gal.
54" o.c.
175
Lantana montevidensis / Purple Trailing Lantana
5 gal.
45" o.c.
70
Lantana x 'New Gold' / New Gold Lantana
5 gal.
27" o.c.
45
Sphagneticola trilobata / Creeping Wedelia
5 gal.
66" o.c.
301
SUCCULENTS
BOTANICAL / COMMON NAME
SIZE
CONTAINER
SPACING
QTY
Aloe barbadensis / Barbados Aloe
5 gal.
27" o.c.
239
Aloe x 'Blue Elf' / Blue Elf Aloe
5 gal.
21" o.c.
77
Hesperaloe parviflora / Red Yucca
5 gal.
45" o.c.
139
PLANT SCHEDULE
SCALE:
0"
10'
20'
40'
1" = 20'-0"
Proj Mgr.
Dwn By:
Date:
Description:
Rev.
SV
CM
LANDSCAPE PLAN
L5.1
A R C H I T E C T U R E . P L A N N I N G .
L A N D S C A P E A R C H I T E C T U R E .
4019 N. 44TH ST. / PHOENIX, AZ 85018
6 0 2 - 9 5 2 - 8 2 8 0 / T O D D A S S O C . C O M
Copyright 2021 Todd & Associates, Inc.
CRITICAL THINKING / CREATIVE DESIGN
+ ASSOCIATES
TODD
PROJECT
NO.
CLIENT
SEAL
CONTACT
PHASE
DATA
22-2015-00
GLENDALE
SENIOR
APARTMENTS
GLENDALE, AZ
Mercy Housing
6515 W. MARYLAND AVE.
GLENDALE, AZ 85301
(623) 937-0418
09-19-22
DEVELOPMENT
100% DESIGN
Call at least two full working days
before you begin excavation.
Dial 8-1-1 or 1-800-STAKE-IT (782-5348)
In Maricopa County: (602) 263-1100
Arizona Blue Stake, Inc.
LA: SVOORHEES@toddasssoc.com
CLIENT:
MATCHLINE L5.2
TREES
BOTANICAL / COMMON NAME
SIZE
CONTAINER
QTY
Acacia salicina / Willow Acacia
6` X 2.5`
15 gal.
11
Caesalpinia cacalaco / Cascalote
8` x 4`
24" Box
5
Caesalpinia mexicana / Mexican Bird of Paradise
7` x 4`
24" Box
16
Chilopsis linearis 'AZT Desert Diva' TM / Desert Diva Desert Willow
7` x 4`
24" Box
13
Citrus species / Citrus Tree
8` x 4`
24" Box
14
Parkinsonia x 'Desert Museum' / Desert Museum Palo Verde
8` x 4`
24" Box
12
Pistacia x 'Red Push' / Red Push Pistache
8` x 3`
24" Box
15
Prosopis x 'AZT' / AZT Thornless Mesquite
6` x 5`
24" Box
15
Quercus virginiana / Southern Live Oak
10` x 5`
36" Box
3
Sophora secundiflorum / Texas Mountain Laurel
4` x 3`
24" Box
9
Ulmus parvifolia / Evergreen Elm
7` x 4`
15 gal.
14
SHRUBS
BOTANICAL / COMMON NAME
SIZE
CONTAINER
SPACING
QTY
Dalea capitata 'Sierra Gold' TM / Sierra Gold Dalea
5 gal.
30" o.c.
39
Dodonaea viscosa 'Green' / Green Hopseed Bush
5 gal.
90" o.c.
38
Eremophila x 'Mallee Lipstick' / Mallee Lipstick Emu Bush
5 gal.
48" o.c.
17
Hesperaloe funifera / Giant Hesperaloe
5 gal.
54" o.c.
44
Leucophyllum candidum 'Thunder Cloud' TM / Thunder Cloud Texas Sage
5 gal.
36" o.c.
221
Olea europaea 'Little Ollie' TM / Little Ollie Olive
5 gal.
48" o.c.
27
Portulacaria afra / Elephant Bush
5 gal.
48" o.c.
16
Russelia equisetiformis 'Ruby Falls' / Ruby Falls Firecracker Plant
5 gal.
36" o.c.
157
Salvia x 'Ultra Violet' / Ultra Violet Sage
5 gal.
21" o.c.
70
Tecoma x 'Mnstabe' TM / Sierra Apricot Yellow Bells
5 gal.
51" o.c.
15
Tecoma x 'Orange Jubilee' / Orange Jubilee Yellow Bells
5 gal.
72" o.c.
46
GRASSES
BOTANICAL / COMMON NAME
SIZE
CONTAINER
SPACING
QTY
Muhlenbergia dubia / Pine Muhly
5 gal.
21" o.c.
182
Muhlenbergia lindheimeri 'Leni' TM / Autumn Glow Lindheimer's Muhly
5 gal.
48" o.c.
131
GROUND COVER
BOTANICAL / COMMON NAME
SIZE
CONTAINER
SPACING
QTY
Eremophila glabra 'Mingenew Gold' / Outback Sunrise Emu Bush
5 gal.
54" o.c.
175
Lantana montevidensis / Purple Trailing Lantana
5 gal.
45" o.c.
70
Lantana x 'New Gold' / New Gold Lantana
5 gal.
27" o.c.
45
Sphagneticola trilobata / Creeping Wedelia
5 gal.
66" o.c.
301
SUCCULENTS
BOTANICAL / COMMON NAME
SIZE
CONTAINER
SPACING
QTY
Aloe barbadensis / Barbados Aloe
5 gal.
27" o.c.
239
Aloe x 'Blue Elf' / Blue Elf Aloe
5 gal.
21" o.c.
77
Hesperaloe parviflora / Red Yucca
5 gal.
45" o.c.
139
PLANT SCHEDULE
RIVE
DWAY)
48TH LANE
(PUBLIC ROADWAY)
PALMAIRE AVENUE
(UNDERDEVELOPED ROADWAY)
UP
UP
STAIR 2
ENTRY
CANOPY
OUTDOOR PATIO
4
A4.3.1
2
A4.3.2
25'-0" R/W
20'-0"
LANDSCAPE
SETBACK
30'-0"
30'-0"
30'-0"
30'-0"
R3'-8"
R16'-0"
R20'-0"
51'-0"
21'-7"
19'-0"
19'-0"
8'-0"
5'-0"
4'-0"
5'-0"
5'-0"
3'-0"
6'-0"
6'-0"
A R C H I T E C T U R E . P L A N N I N G .
L A N D S C A P E A R C H I T E C T U R E .
4019 N. 44TH ST. / PHOENIX, AZ 85018
6 0 2 - 9 5 2 - 8 2 8 0 / T O D D A S S O C . C O M
Copyright 2021 Todd & Associates, Inc.
CRITICAL THINKING / CREATIVE DESIGN
+ ASSOCIATES
TODD
PROJECT
NO.
CLIENT
SEAL
CONTACT
PHASE
DATA
22-2015-00
GLENDALE
SENIOR
APARTMENTS
GLENDALE, AZ
Mercy Housing
6515 W. MARYLAND AVE.
GLENDALE, AZ 85301
(623) 937-0418
09-19-22
DEVELOPMENT
100% DESIGN
Call at least two full working days
before you begin excavation.
Dial 8-1-1 or 1-800-STAKE-IT (782-5348)
In Maricopa County: (602) 263-1100
Arizona Blue Stake, Inc.
LA: SVOORHEES@toddasssoc.com
CLIENT:
Proj Mgr.
Dwn By:
Date:
Description:
Rev.
SV
CM
LANDSCAPE PLAN
L5.2
MATCHLINE L5.1
SCALE:
0"
10'
20'
40'
1" = 20'-0"
1"
FERTILIZER TABLETS, 21 GRAMS,
20-10-5 ANALYSIS. 10 PER 36" BOX, 6
PER 24" BOX, 4 PER 15 GALLON
DEEPLY SCARIFY SLOPED SIDES OF PIT.
PRE-SOAK PIT PRIOR TO PLANTING.
3X WIDTH OF ROOTBALL
DEPTH SAME
AS ROOTBALL
DOUBLE STAKE W/ (2) 2" DIA. LODGEPOLE
PINE STAKES, HT. VARIES. DRIVE STAKES 18"
MIN. INTO UNDISTURVED SOIL. TIE W/ DBL.
STRAND #10 GALV. WIRE THROUGH 1/2"
I.D. RUBBER HOSE. TIE ABOVE FIRST
SCAFFOLD BRANCH & AT MID-POINT.
ARBORGARD TREE TRUNK PROTECTOR: INSTALL
PER MANUFACTURES RECOMMENDATIONS
4' DIAMETER BASIN TO RECEIVE 1"
PLANTING MULCH. NO TURF IN BASIN
2"
2" LANDSCAPE TOP DRESSING
+/- 1/2"
1"
4" x 3/8" HRS FLAT BAR, NATURAL
FINISH; WELDED TO STEEL ANGLE
12" x 1" STEEL ANGLE @ 4' O.C.
TACK WELD TO HEADER; SET
TOP OF STAKE MIN. 1" BELOW
TOP OF F.G.
5
FINISH GRADE AND STONE TOP DRESSING
SCALE: NTS
2
TREE PLANTING IN TURF AREA
SCALE: NTS
7
STEEL HEADER
SCALE: NTS
FINISH GRADE OF ROCK
GROUND COVER AREAS TO BE
1" BELOW TOP OF PAVED AREAS
DECOMPOSED GRANITE TOP
DRESSING (2" MIN. DEPTH)
WALK OR HEADER
SURFACE
CURB OR PAVEMENT EDGE
UNDISTURBED OR
COMPACTED SUBGRADE
FINISH GRADES SHALL BE UNIFORM
THROUGHOUT ALL PLANTING AREAS.
ROCK GROUND COVER DEPTH
SHALL BE 2" AFTER SETTLEMENT.
NOTE:
TOP OF ROOTBALL SAME AS
ADJACENT FINISH GRADE.
DEEPER PLANTING NOT
ACCEPTABLE.
FINISH GRADE
PREPARED BACKFILL
UNDISTURBED SOIL
F.G. TURF WHERE OCCURS
FINISH GRADE
FERTILIZER TABLETS, 21 GRAMS,
20-10-5 ANALYSIS. 10 PER 36" BOX, 6
PER 24" BOX, 4 PER 15 GALLON
UNDISTURBED SOIL
DEEPLY SCARIFY SLOPED SIDES OF PIT.
PRE-SOAK PIT PRIOR TO PLANTING.
3X WIDTH OF ROOTBALL
DEPTH SAME
AS ROOTBALL
DOUBLE STAKE W/ (2) 2" DIA. LODGEPOLE
PINE STAKES, HT. VARIES. DRIVE STAKES 18"
MIN. INTO UNDISTURVED SOIL. TIE W/ DBL.
STRAND #10 GALV. WIRE THROUGH 1/2"
I.D. RUBBER HOSE. TIE ABOVE FIRST
SCAFFOLD BRANCH & AT MID-POINT.
MAX. 1" D.G. OVER ROOTBALL
TOP OF ROOTBALL SAME AS
ADJACENT FINISH GRADE. DEEPER
PLANTING NOT ACCEPTABLE.
1
TREE PLANTING AND STAKING DETAIL
SCALE: NTS
NOTE: MULTI-TRUNK TREES AND TREES OF
SUBSTANTIAL SIZE MAY NOT REQUIRE
STAKING AT THE DESCRETION OF THE
LAND. ARCH.
PREPARED BACKFILL PER
C.O.P. MAG 430.10.1
4
SHRUB PLANTING
SCALE: NTS
FERTILIZER TABLETS, 21 GRAMS,
20-10-5 ANALYSIS. 2 PER 3 AND 5
GAL., 1 PER 1 GAL.
UNDISTURBED SOIL
DEEPLY SCARIFY SLOPED SIDES
OF PIT
3X WIDTH OF ROOTBALL
DEPTH SAME
AS ROOTBALL
TOP OF ROOTBALL SAME AS
ADJACENT FINISH GRADE. DEEPER
PLANTING NOT ACCEPTABLE.
MAX. 1" D.G.
OVER ROOTBALL
FINISH GRADE WITH SALVAGED
DESERT AGGREGATE
PREPARED BACKFILL PER
LANDSCAPE NOTES
APPLY PRE-EMERGENT HERBICIDE AS PER
MANUFACTURERS RECOMMENDATIONS.
(SURFLAN OR APPROVED EQUAL)
FINE GRADED SUBGRADE
NOTES:
REFER TO LANDSCAPE NOTES FOR FINISH GRADE HEIGHT OF DECOMPOSED
GRANITE IN RELATION TO TOP OF CURBS & SIDEWALKS.
DECOMPOSED GRANITE FINISH GRADE TO BE RAKED SMOOTH WHERE 1/4"
MINUS D.G. APPLICATIONS.
PROVIDE FINAL APPLICATION OF WEED CONTROL UPON FINAL RAKING.
2"
6
DECOMPOSED GRANITE TOP DRESSING
SCALE: NTS
NOTE:
1. CONTRACTOR SHALL PROVIDE A 20LB MIN. SAMPLE OF
DECOMPOSED GRANITE ON SITE FOR APPROVAL OF
LANDSCAPE ARCHITECT PRIOR TO INSTALLATION.
2. COMPACT GRADE ADJACENT TO STEEL HEADER TO
AVOID SETTLING.
CONTRACTOR SHALL PROVIDE MIN. 20LB SAMPLES OF DG
ON SITE FOR APPROVAL OF LANDSCAPE ARCHITECT PRIOR
TO INSTALLATION.
AGGREGATE MATERIAL SHALL BE 14" MINUS CRUSHED
ROCK MATERIAL AND CONFORMING TO 14" MINUS
GRADATION SPECIFICATIONS PER SOIL SHIELD-LS
STANDARDS (WWW.SOIL-LOC.COM). SEE PLANS FOR
COLOR.
THE STABILIZING AGENTS SHALL BE SOIL SHIELD-LS BY
SOIL-LOC PRODUCTS (WWW.SOIL-LOC.COM) AND SHALL
BE INSTALLED PER ALL MANUFACTURER'S SPECIFICATIONS
AND RECOMMENDATIONS. SHIELD-LS SHALL BE APPLIED
EVENLY AND UNIFORMLY AT THE RATE OF ONE (1) GALLON
CONCENTRATE PER 45 SQUARE FEE DILUTED IN WATER AT
A RATIO OF 20:1 FOR ALL VEHICULAR CONDITIONS AND
AT THE RATE OF ONE (1) GALLON CONCENTRATE PER 60
SQUARE FEET DILUTED IN WATER AT A RATIO OF 20:1 FOR
ALL NON-VEHICULAR CONDITIONS.
ALL AREAS AND IMPROVEMENTS ADJACENT TO STABILIZED
DECOMPOSED GRANITE PAVING SHALL BE PROTECTED
FROM OVERSPRAY AND/OR CONTAMINATION DURING
THE APPLICATION OF THE SOILSHIELD LS SYSTEM.
CONTRACTOR SHALL MASK ALL ADJACENT CONCRETE
PAVING, CURBS, STEEL PLANTERS, CAST-IN-PLACE
CONCRETE ELEMENTS, LIGHT POLE BASES AND ALL OTHER
ADJACENT IMPROVEMENTS AS MAY BE DIRECTED BY
LANDSCAPE ARCHITECT AND OWNER'S REPRESENTATIVE
USING WATERPROOF MASKING PAPER OR SIMILAR
PRODUCT TO AVOID ALL POTENTIAL FOR STAINING OR
OVERSPRAY.
VEHICULAR - 4" T
NON-VEHICULAR - 2" T
4" T AT
VEHICULAR ONLY
1"
12"
6
3
FG LANDSCAPE AREA
3/8" THICK HRS FLAT
BAR; FINISH: NATURAL;
WELDED TO 1" STEEL
ANGLE
FG 1/4" MINUS DECOMPOSED GRANITE
WITH "SOILSHIELD-LS" BINDER BY
SOIL-LOC; INSTALL IN LIFTS PER
MANUFACTURER SPECIFICATIONS; SEE
LANDSCAPE PLANS FOR COLOR. APPLY
PRE-EMERGENT PRIOR TO INSTALLATION
AGGREGATE BASE COURSE,
COMPACTED TO 95% ASTM DENSITY
1" X 12" STEEL ANGLE @ 4" O.C.; SET
TOP OF STAKE 1" BELOW TOP OF
STABILIZED DG TO CONCEAL
PREPARED SUBGRADE COMPACTED
TO 95% ASTM DENSITY
8
STABILIZED DECOMPOSED GRANITE AND STEEL HEADER
SCALE: 3"=1'-0
EDGES SHALL BE UNOBTRUSIVE
GENTLY SWALE TREEWELL -
NOTE:
FINISH GRADE
PREPARED BACKFILL
FERTILIZER TABLETS, 21
GRAMS, 20-10-5 ANALYSIS. 10
PER 36" BOX, 6 PER 24" BOX, 4
PER 15 GALLON
UNDISTURBED SOIL
DEEPLY SCARIFY SLOPED
SIDES OF PIT. PRE-SOAK PIT
PRIOR TO PLANTING.
3X WIDTH OF ROOTBALL
BURY DEPTH
SAME AS ROOTBALL
TOP OF ROOTBALL SAME AS
ADJACENT FINISH GRADE.
DEEPER PLANTING NOT
ACCEPTABLE.
3
TREE PLANTING ON SLOPE
SCALE: NTS
GRADED
SLOPE
A R C H I T E C T U R E . P L A N N I N G .
L A N D S C A P E A R C H I T E C T U R E .
4019 N. 44TH ST. / PHOENIX, AZ 85018
6 0 2 - 9 5 2 - 8 2 8 0 / T O D D A S S O C . C O M
Copyright 2021 Todd & Associates, Inc.
CRITICAL THINKING / CREATIVE DESIGN
+ ASSOCIATES
TODD
PROJECT
NO.
CLIENT
SEAL
CONTACT
PHASE
DATA
22-2015-00
GLENDALE
SENIOR
APARTMENTS
GLENDALE, AZ
Mercy Housing
6515 W. MARYLAND AVE.
GLENDALE, AZ 85301
(623) 937-0418
09-19-22
DEVELOPMENT
100% DESIGN
Call at least two full working days
before you begin excavation.
Dial 8-1-1 or 1-800-STAKE-IT (782-5348)
In Maricopa County: (602) 263-1100
Arizona Blue Stake, Inc.
LA: SVOORHEES@toddasssoc.com
CLIENT:
Proj Mgr.
Dwn By:
Date:
Description:
Rev.
SV
CM
LANDSCAPE
DETAILS
L6.0
10
9
8
8
10
9
8
7
8
8
8
6
8
8
GLENN DRIVE
(PUBLIC ROADWAY)
48TH LANE
(PUBLIC ROADWAY)
50TH AVENUE
(PUBLIC ROADWAY)
PALMAIRE AVENUE
PALMAIRE AVENUE
(UNDERDEVELOPED ROADWAY)
T
T
UP
UP
STAIR 2
ENTRY
CANOPY
OUTDOOR PATIO
4
A4.3.1
2
A4.3.2
MATCHLINE L7.2
MATCHLINE L7.1
10
9
8
8
10
9
8
7
8
8
8
6
8
8
GLENN DRIVE
(PUBLIC ROADWAY)
48TH LANE
(PUBLIC ROADWAY)
50TH AVENUE
(PUBLIC ROADWAY)
PALMAIRE AVENUE
PALMAIRE AVENUE
(UNDERDEVELOPED ROADWAY)
T
T
UP
UP
STAIR 2
ENTRY
CANOPY
OUTDOOR PATIO
4
A4.3.1
2
A4.3.2
Proj Mgr.
Dwn By:
Date:
Description:
Rev.
SV
CM
MAINLINE
IRRIGATION PLAN
L7.0
A R C H I T E C T U R E . P L A N N I N G .
L A N D S C A P E A R C H I T E C T U R E .
4019 N. 44TH ST. / PHOENIX, AZ 85018
6 0 2 - 9 5 2 - 8 2 8 0 / T O D D A S S O C . C O M
Copyright 2021 Todd & Associates, Inc.
CRITICAL THINKING / CREATIVE DESIGN
+ ASSOCIATES
TODD
PROJECT
NO.
CLIENT
SEAL
CONTACT
PHASE
DATA
22-2015-00
GLENDALE
SENIOR
APARTMENTS
GLENDALE, AZ
Mercy Housing
6515 W. MARYLAND AVE.
GLENDALE, AZ 85301
(623) 937-0418
09-19-22
DEVELOPMENT
100% DESIGN
Call at least two full working days
before you begin excavation.
Dial 8-1-1 or 1-800-STAKE-IT (782-5348)
In Maricopa County: (602) 263-1100
Arizona Blue Stake, Inc.
LA: SVOORHEES@toddasssoc.com
CLIENT:
RAINBIRD XCZ-100 VALVE / FILTER / PR ASSEMBLY
3/4"
SEE PLAN
PER PLAN
Symbol
IRRIGATION LEGEND
Equipment
FOR SYSTEM ISOLATION.
SCH. 40 PVC SLEEVE
SCH 40 PVC MAINLINE PIPE
A.Y. McDONALD BRONZE BALL VALVE
SIZING SCHEDULE
2 1/2" (U.N.O)
SEE PLAN KEY
SEE PIPE
3/4"
LINE SIZE
Size
INSTALL WITH BALL VALVE PER DETAIL
EMITTER LATERAL END FLUSH CAP
-
RAINBIRD PEB SERIES VALVE AT TURF AREAS
INSTALL WITH BALL VALVE PER DETAIL
1"
1 1/2" PER CIVIL
FEBCO 825YA REDUCED PRESSURE BACKFLOW
PREVENTER. INSTALL IN GUARDSHACK GS-1
ENCLOSURE, WOODLANDS TAN COLOR.
1 1/2"
METER - PER CIVIL PLANS
1 1/2"
MASTER VALVE (NORM. CLOSED)
-
FLOW SENSOR - RAINBIRD: FD200B /
SD210TURF DECODER
1"
3/4"
CL 200 PVC SOLVENT WELD w/ SCH. 40 FITTINGS
SHRUB EMITTER LATERAL PIPE
CL 200 PVC SOLVENT WELD w/ SCH. 40 FITTINGS
TREE EMITTER LATERAL PIPE
CL 200 PVC SOLVENT WELD w/ SCH. 40 FITTINGS
PALM BUBBLER LATERAL PIPE
CL 200 PVC SOLVENT WELD w/ SCH. 40 FITTINGS
POTS EMITTER LATERAL PIPE
CL 200 PVC SOLVENT WELD w/ SCH. 40
FITTINGS TURF LATERAL PIPE
RAINBIRD 33 DRC QUICK COUPLING
VALVE, PROVIDE 1- 33DK KEY AND SH-0
HOSE SWIVEL PER 4 VALVES.
TURF SPRINKLER HEADS:
3.70 GPM @ 30 PSI
2.78 GPM @ 30 PSI
.92 GPM @ 30 PSI
1.85 GPM @ 30 PSI
RAINDBIRD 1804-SAM-PRS-15-VAN 90 DEG. NOZZLE
RAINDBIRD 1804-SAM-PRS-15-VAN 180 DEG. NOZZLE
RAINDBIRD 1804-SAM-PRS-15-VAN 270 DEG. NOZZLE
RAINDBIRD 1804-SAM-PRS-15-VAN 360 DEG. NOZZLE
40' SPRAY
RAINDBIRD 5006 PLUS PRS ROTOR 5006-+-PC-SAM-R
RAINDBIRD SUB-SURFACE TURF IRRIGATION
XFS-CV-06-12: .6 gph and 12” spacing (IF
APPLICABLE).
BACKYARD
TURF AREAS
EMITTER CONTROL VALVES:
CONTROLLER IDENT./STATION NUMBER
CONTROL ZONE FLOW (GPM)
CONTROLLER IDENT./STATION NUMBER
VALVE SIZE
VALVE SIZE
CONTROLLERS:
60 STATION
EMITTER HEADS:
NOT
GRAPHICALLY
INIDICATED
TURF CONTROL VALVES:
VALVE TYPE
RAINBIRD XERI-BUG XBT SERIES; SEE PLANT LIST FOR
EMITTER SCHEDULE.
1.0 GPM @ 40 PSI
0.25 GPM @ 40 PSI
MISCELLANEOUS:
RAINBIRD RWS-B-C-1404' ROOTZONE WATERING
SYSTEM, 3 PER PALM PER DETAIL.
NOTE: EMITTERS TO TREES IN TURF INSTALLED IN
SALCO ACCESS SLEEVES, TYP.
DECODER SCHEDULE:
1 VALVE
2 VALVE
3+ VALVE
SINGLE
DUAL
QUAD
RAINBIRD FD-101, FD-102
RAINBIRD FD-202
RAINDBIRD FD-401
RAINBIRD MICRO SPRAY XP-600X POP-UP HEAD W/
5' & 8' MPR NOZZLES
RAINBIRD ESP-LXD PRO: 60 STATION. 120 VAC w/
SM175 60 STATION MODULE (TOTAL 100 STATIONS)
GPM
36-50
26-35
16-25
11-15
6-10
0-5
2
1
1/2"
3/4"
1"
PIPE SIZE
1 1/2"
2"
1 1/4"
1-4" CL. 315, 2-2" SCHEDULE 40 PVC;
INSTALL SLEEVES ON ALL PIPE AND WIRE
CROSSING WALKS, ROADWAYS. SIZE 2
TIMES LARGER THAN PIPE SIZE OR WIRE
BUNDLE; 2 INCH MINIMUM SIZE
2-2" SCHEDULE 40 PVC; INSTALL SLEEVES
ON ALL PIPE AND WIRE CROSSING
WALKS, ROADWAYS. SIZE 2 TIMES LARGER
THAN PIPE SIZE OR WIRE BUNDLE; 2 INCH
MINIMUM SIZE
SLEEVING
SCHEDULE
PIPE SIZING
CHART
3
1-2" SCHEDULE 40 PVC; INSTALL SLEEVES
ON ALL PIPE AND WIRE CROSSING
WALKS, ROADWAYS. SIZE 2 TIMES LARGER
THAN PIPE SIZE OR WIRE BUNDLE; 2 INCH
MINIMUM SIZE
SCALE:
0"
15'
30'
60'
1" = 30'-0"
10
9
8
8
10
9
8
7
8
8
8
6
8
8
GLENN DRI
(PUBLIC ROADW
50TH AVENUE
(PUBLIC ROADWAY)
PALMAIRE AVENUE
R-3
RESIDENTIAL
T
10
9
8
8
10
9
8
7
8
8
8
6
8
8
GLENN DRI
(PUBLIC ROADW
50TH AVENUE
(PUBLIC ROADWAY)
PALMAIRE AVENUE
R-3
RESIDENTIAL
T
SCALE:
0"
10'
20'
40'
1" = 20'-0"
Proj Mgr.
Dwn By:
Date:
Description:
Rev.
SV
CM
IRRIGATION PLAN
L7.1
A R C H I T E C T U R E . P L A N N I N G .
L A N D S C A P E A R C H I T E C T U R E .
4019 N. 44TH ST. / PHOENIX, AZ 85018
6 0 2 - 9 5 2 - 8 2 8 0 / T O D D A S S O C . C O M
Copyright 2021 Todd & Associates, Inc.
CRITICAL THINKING / CREATIVE DESIGN
+ ASSOCIATES
TODD
PROJECT
NO.
CLIENT
SEAL
CONTACT
PHASE
DATA
22-2015-00
GLENDALE
SENIOR
APARTMENTS
GLENDALE, AZ
Mercy Housing
6515 W. MARYLAND AVE.
GLENDALE, AZ 85301
(623) 937-0418
09-19-22
DEVELOPMENT
100% DESIGN
Call at least two full working days
before you begin excavation.
Dial 8-1-1 or 1-800-STAKE-IT (782-5348)
In Maricopa County: (602) 263-1100
Arizona Blue Stake, Inc.
LA: SVOORHEES@toddasssoc.com
CLIENT:
MATCHLINE L7.2
EMITTER CONTROL VALVES:
CONTROLLER IDENT./STATION NUMBER
CONTROL ZONE FLOW (GPM)
CONTROLLER IDENT./STATION NUMBER
VALVE SIZE
VALVE SIZE
RAINBIRD XCZ-100 VALVE / FILTER / PR ASSEMBLY
CONTROLLERS:
60 STATION
3/4"
SEE PLAN
PER PLAN
Symbol
IRRIGATION LEGEND
Equipment
FOR SYSTEM ISOLATION.
SCH. 40 PVC SLEEVE
SCH 40 PVC MAINLINE PIPE
A.Y. McDONALD BRONZE BALL VALVE
SIZING SCHEDULE
2 1/2" (U.N.O)
SEE PLAN KEY
SEE PIPE
3/4"
LINE SIZE
Size
EMITTER HEADS:
NOT
GRAPHICALLY
INIDICATED
INSTALL WITH BALL VALVE PER DETAIL
TURF CONTROL VALVES:
EMITTER LATERAL END FLUSH CAP
-
RAINBIRD PEB SERIES VALVE AT TURF AREAS
INSTALL WITH BALL VALVE PER DETAIL
VALVE TYPE
RAINBIRD XERI-BUG XBT SERIES; SEE PLANT LIST FOR
EMITTER SCHEDULE.
1"
1 1/2" PER CIVIL
1.0 GPM @ 40 PSI
0.25 GPM @ 40 PSI
MISCELLANEOUS:
RAINBIRD RWS-B-C-1404' ROOTZONE WATERING
SYSTEM, 3 PER PALM PER DETAIL.
FEBCO 825YA REDUCED PRESSURE BACKFLOW
PREVENTER. INSTALL IN GUARDSHACK GS-1
ENCLOSURE, WOODLANDS TAN COLOR.
NOTE: EMITTERS TO TREES IN TURF INSTALLED IN
SALCO ACCESS SLEEVES, TYP.
1 1/2"
METER - PER CIVIL PLANS
1 1/2"
MASTER VALVE (NORM. CLOSED)
-
FLOW SENSOR - RAINBIRD: FD200B /
SD210TURF DECODER
DECODER SCHEDULE:
1 VALVE
2 VALVE
3+ VALVE
SINGLE
DUAL
QUAD
RAINBIRD FD-101, FD-102
RAINBIRD FD-202
RAINDBIRD FD-401
1"
3/4"
CL 200 PVC SOLVENT WELD w/ SCH. 40 FITTINGS
SHRUB EMITTER LATERAL PIPE
CL 200 PVC SOLVENT WELD w/ SCH. 40 FITTINGS
TREE EMITTER LATERAL PIPE
CL 200 PVC SOLVENT WELD w/ SCH. 40 FITTINGS
PALM BUBBLER LATERAL PIPE
CL 200 PVC SOLVENT WELD w/ SCH. 40 FITTINGS
POTS EMITTER LATERAL PIPE
CL 200 PVC SOLVENT WELD w/ SCH. 40
FITTINGS TURF LATERAL PIPE
RAINBIRD 33 DRC QUICK COUPLING
VALVE, PROVIDE 1- 33DK KEY AND SH-0
HOSE SWIVEL PER 4 VALVES.
RAINBIRD MICRO SPRAY XP-600X POP-UP HEAD W/
5' & 8' MPR NOZZLES
RAINBIRD ESP-LXD PRO: 60 STATION. 120 VAC w/
SM175 60 STATION MODULE (TOTAL 100 STATIONS)
TURF SPRINKLER HEADS:
3.70 GPM @ 30 PSI
2.78 GPM @ 30 PSI
.92 GPM @ 30 PSI
1.85 GPM @ 30 PSI
RAINDBIRD 1804-SAM-PRS-15-VAN 90 DEG. NOZZLE
RAINDBIRD 1804-SAM-PRS-15-VAN 180 DEG. NOZZLE
RAINDBIRD 1804-SAM-PRS-15-VAN 270 DEG. NOZZLE
RAINDBIRD 1804-SAM-PRS-15-VAN 360 DEG. NOZZLE
40' SPRAY
RAINDBIRD 5006 PLUS PRS ROTOR 5006-+-PC-SAM-R
RAINDBIRD SUB-SURFACE TURF IRRIGATION
XFS-CV-06-12: .6 gph and 12” spacing (IF
APPLICABLE).
BACKYARD
TURF AREAS
GPM
36-50
26-35
16-25
11-15
6-10
0-5
2
1
1/2"
3/4"
1"
PIPE SIZE
1 1/2"
2"
1 1/4"
1-4" CL. 315, 2-2" SCHEDULE 40 PVC;
INSTALL SLEEVES ON ALL PIPE AND WIRE
CROSSING WALKS, ROADWAYS. SIZE 2
TIMES LARGER THAN PIPE SIZE OR WIRE
BUNDLE; 2 INCH MINIMUM SIZE
2-2" SCHEDULE 40 PVC; INSTALL SLEEVES
ON ALL PIPE AND WIRE CROSSING
WALKS, ROADWAYS. SIZE 2 TIMES LARGER
THAN PIPE SIZE OR WIRE BUNDLE; 2 INCH
MINIMUM SIZE
SLEEVING
SCHEDULE
PIPE SIZING
CHART
3
1-2" SCHEDULE 40 PVC; INSTALL SLEEVES
ON ALL PIPE AND WIRE CROSSING
WALKS, ROADWAYS. SIZE 2 TIMES LARGER
THAN PIPE SIZE OR WIRE BUNDLE; 2 INCH
MINIMUM SIZE
RIVE
DWAY)
48TH LANE
(PUBLIC ROADWAY)
PALMAIRE AVENUE
(UNDERDEVELOPED ROADWAY)
T
UP
UP
STAIR 2
ENTRY
CANOPY
OUTDOOR PATIO
4
A4.3.1
2
A4.3.2
RIVE
DWAY)
48TH LANE
(PUBLIC ROADWAY)
PALMAIRE AVENUE
(UNDERDEVELOPED ROADWAY)
T
UP
UP
STAIR 2
ENTRY
CANOPY
OUTDOOR PATIO
4
A4.3.1
2
A4.3.2
A R C H I T E C T U R E . P L A N N I N G .
L A N D S C A P E A R C H I T E C T U R E .
4019 N. 44TH ST. / PHOENIX, AZ 85018
6 0 2 - 9 5 2 - 8 2 8 0 / T O D D A S S O C . C O M
Copyright 2021 Todd & Associates, Inc.
CRITICAL THINKING / CREATIVE DESIGN
+ ASSOCIATES
TODD
PROJECT
NO.
CLIENT
SEAL
CONTACT
PHASE
DATA
22-2015-00
GLENDALE
SENIOR
APARTMENTS
GLENDALE, AZ
Mercy Housing
6515 W. MARYLAND AVE.
GLENDALE, AZ 85301
(623) 937-0418
09-19-22
DEVELOPMENT
100% DESIGN
Call at least two full working days
before you begin excavation.
Dial 8-1-1 or 1-800-STAKE-IT (782-5348)
In Maricopa County: (602) 263-1100
Arizona Blue Stake, Inc.
LA: SVOORHEES@toddasssoc.com
CLIENT:
Proj Mgr.
Dwn By:
Date:
Description:
Rev.
SV
CM
HARDSCAPE PLAN
L7.2
MATCHLINE L7.1
EMITTER CONTROL VALVES:
CONTROLLER IDENT./STATION NUMBER
CONTROL ZONE FLOW (GPM)
CONTROLLER IDENT./STATION NUMBER
VALVE SIZE
VALVE SIZE
RAINBIRD XCZ-100 VALVE / FILTER / PR ASSEMBLY
CONTROLLERS:
60 STATION
3/4"
SEE PLAN
PER PLAN
Symbol
IRRIGATION LEGEND
Equipment
FOR SYSTEM ISOLATION.
SCH. 40 PVC SLEEVE
SCH 40 PVC MAINLINE PIPE
A.Y. McDONALD BRONZE BALL VALVE
SIZING SCHEDULE
2 1/2" (U.N.O)
SEE PLAN KEY
SEE PIPE
3/4"
LINE SIZE
Size
EMITTER HEADS:
NOT
GRAPHICALLY
INIDICATED
INSTALL WITH BALL VALVE PER DETAIL
TURF CONTROL VALVES:
EMITTER LATERAL END FLUSH CAP
-
RAINBIRD PEB SERIES VALVE AT TURF AREAS
INSTALL WITH BALL VALVE PER DETAIL
VALVE TYPE
RAINBIRD XERI-BUG XBT SERIES; SEE PLANT LIST FOR
EMITTER SCHEDULE.
1"
1 1/2" PER CIVIL
1.0 GPM @ 40 PSI
0.25 GPM @ 40 PSI
MISCELLANEOUS:
RAINBIRD RWS-B-C-1404' ROOTZONE WATERING
SYSTEM, 3 PER PALM PER DETAIL.
FEBCO 825YA REDUCED PRESSURE BACKFLOW
PREVENTER. INSTALL IN GUARDSHACK GS-1
ENCLOSURE, WOODLANDS TAN COLOR.
NOTE: EMITTERS TO TREES IN TURF INSTALLED IN
SALCO ACCESS SLEEVES, TYP.
1 1/2"
METER - PER CIVIL PLANS
1 1/2"
MASTER VALVE (NORM. CLOSED)
-
FLOW SENSOR - RAINBIRD: FD200B /
SD210TURF DECODER
DECODER SCHEDULE:
1 VALVE
2 VALVE
3+ VALVE
SINGLE
DUAL
QUAD
RAINBIRD FD-101, FD-102
RAINBIRD FD-202
RAINDBIRD FD-401
1"
3/4"
CL 200 PVC SOLVENT WELD w/ SCH. 40 FITTINGS
SHRUB EMITTER LATERAL PIPE
CL 200 PVC SOLVENT WELD w/ SCH. 40 FITTINGS
TREE EMITTER LATERAL PIPE
CL 200 PVC SOLVENT WELD w/ SCH. 40 FITTINGS
PALM BUBBLER LATERAL PIPE
CL 200 PVC SOLVENT WELD w/ SCH. 40 FITTINGS
POTS EMITTER LATERAL PIPE
CL 200 PVC SOLVENT WELD w/ SCH. 40
FITTINGS TURF LATERAL PIPE
RAINBIRD 33 DRC QUICK COUPLING
VALVE, PROVIDE 1- 33DK KEY AND SH-0
HOSE SWIVEL PER 4 VALVES.
RAINBIRD MICRO SPRAY XP-600X POP-UP HEAD W/
5' & 8' MPR NOZZLES
RAINBIRD ESP-LXD PRO: 60 STATION. 120 VAC w/
SM175 60 STATION MODULE (TOTAL 100 STATIONS)
TURF SPRINKLER HEADS:
3.70 GPM @ 30 PSI
2.78 GPM @ 30 PSI
.92 GPM @ 30 PSI
1.85 GPM @ 30 PSI
RAINDBIRD 1804-SAM-PRS-15-VAN 90 DEG. NOZZLE
RAINDBIRD 1804-SAM-PRS-15-VAN 180 DEG. NOZZLE
RAINDBIRD 1804-SAM-PRS-15-VAN 270 DEG. NOZZLE
RAINDBIRD 1804-SAM-PRS-15-VAN 360 DEG. NOZZLE
40' SPRAY
RAINDBIRD 5006 PLUS PRS ROTOR 5006-+-PC-SAM-R
RAINDBIRD SUB-SURFACE TURF IRRIGATION
XFS-CV-06-12: .6 gph and 12” spacing (IF
APPLICABLE).
BACKYARD
TURF AREAS
GPM
36-50
26-35
16-25
11-15
6-10
0-5
2
1
1/2"
3/4"
1"
PIPE SIZE
1 1/2"
2"
1 1/4"
1-4" CL. 315, 2-2" SCHEDULE 40 PVC;
INSTALL SLEEVES ON ALL PIPE AND WIRE
CROSSING WALKS, ROADWAYS. SIZE 2
TIMES LARGER THAN PIPE SIZE OR WIRE
BUNDLE; 2 INCH MINIMUM SIZE
2-2" SCHEDULE 40 PVC; INSTALL SLEEVES
ON ALL PIPE AND WIRE CROSSING
WALKS, ROADWAYS. SIZE 2 TIMES LARGER
THAN PIPE SIZE OR WIRE BUNDLE; 2 INCH
MINIMUM SIZE
SLEEVING
SCHEDULE
PIPE SIZING
CHART
3
1-2" SCHEDULE 40 PVC; INSTALL SLEEVES
ON ALL PIPE AND WIRE CROSSING
WALKS, ROADWAYS. SIZE 2 TIMES LARGER
THAN PIPE SIZE OR WIRE BUNDLE; 2 INCH
MINIMUM SIZE
SCALE:
0"
10'
20'
40'
1" = 20'-0"
CLOSED
FLOW
OPEN
SCH. 80 PVC PIPE RISER SAME SIZE AS
CONTROL VALVE
PVC MAINLINE PIPE WITH SCH. 80 PVC
OR DUCTILE IRON SERVICE TEE
SCH. 80 PVC 90° ELL
BRONZE BALL VALVE ROTATED ON THE
SIDE (SAME SIZE AS CONTROL VALVE)
SCH. PVC 80 TOE NIPPLE (1 OF 2) SAME
SIZE AS VALVE
SCH. 80 PVC TBE NIPPLE
SCH. 80 PVC COUPLING
BRICK (1 OF 4)
PVC LATERAL PIPE
CARSON/BROOKS VALVE BOX WITH
LOCKING "T" STYLE COVER (SUPPLY
WITH STAINLESS STEEL BOLTS)
ELECTRIC REMOTE CONTROL
VALVE (AS NOTED ON PLANS)
TO EARTH GROUND INSTALLED
PER ASIC GUIDELINES. 1 PER
12 DECODERS OR
EVERY 1000ft./330M.
ID WIRE PATH FROM CONTROLLER
ALLOW 5 ft/1.5M SLACK
PER DECODER
DIRECT BURIAL SPLICE KITS(2)
RAINBIRD DECODER
ID WIRE PATH
TWISTED TO NEXT DECODER
DBR-6(3)
1. ALL EARTH GROUNDING SHALL BE IN ACCORDANCE WITH THE STANDARDS ESTABLISHED BY THE
AMERICAN SOCIETY OF IRRIGATION CONSULTANTS EARTH GROUNDING GUIDELINES 100-2002 AS
SPECIFIED BY HUNTER INDUSTRIES.
2. CONTRACTOR TO VERIFY A TRUE 10 Ohms GROUND RESISTANCE EXISTS 5 WEEKS AFTER
INSTALLATION WITH A "MEGGER" OR "VIBRA GROUND" TYPE INSTRUMENT.
3. IF UNSATISFACTORY GROUND READINGS ARE OBTAINED, THE GROUND
SHALL BE IMPROVED PER THE MANUFACTURERS RECOMMENDATIONS.
4. ALL ELECTRICAL WORK TO CONFORM TO LOCAL CODES.
NOTE:
3
ELECTRIC CONTROL VALVE
WITH DECODER EARTH GROUND
ELECTRIC CONTROL VALVE
N.T.S.
14 CONTROLLER / DECODER EARTH GROUND
N.T.S.
RAIN BIRD CONTROLLER
SOLID BARE COPPER WIRE (#10 AWG) FROM
GROUNDING ROD TO CONTROLLER. MAKE SURE WIRE
AS SHORT & STRAIGHT AS POSSIBLE
COVER GROUNDING ROD WITH 10-INCH ROUND
VALVE BOX AS SHOWN
5/8-INCH X 8 FT COPPER CLAD GROUNDING ROD OR
GROUNDING PLATE. INSTALL RODS IN SOIL IN A
TRIANGULAR PATTERENED SPACED A MINIMUM OF 16
FT APART FROM EACH OTHER. GROUNDING GRID TO
HAVE A RESISTANCE OF TEN (10) OHM OR LESS.
BARE COPPER WIRE (#10 AWG MIN.) BETWEEN
GROUNDING RODS
GROUND ROD CLAMP OR WELDS
FINISH GRADE
7
6
5
3
4
1
2
4
6
4
3
5
2
1
5
7
3
16 FEET
16 FEET
GROUND ROD ASSEMBLY
GROUND ROD LAYOUT
16 FEET
4" MIN.
12 SLEEVING DETAIL
SCALE: NTS
NOTES:
1.
ALL SLEEVES TO BE PVC SCHEDULE 40,
UNLESS NOTED OTHERWISE.
2.
INSTALL ALL SLEEVES A MINIMUM OF 24"
BELOW GRADE.
3.
DO NOT INSTALL LATERAL PIPE WITH MAIN
LINE PIPE IN THE SAME SLEEVE.
4.
DO NOT INSTALL WIRE WITH LATERAL OR
MAIN LINE PIPE IN THE SAME SLEEVE.
5.
DO NOT INSTALL POWER WIRE &
COMMUNICATION WIRE IN THE SAME
SLEEVE.
12"
EDGE OF PAVEMENT
MAINLINE PIPE SLEEVE
LATERAL PIPE SLEEVE
POWER WIRE
24 VOLT WIRE AND
COMMUNICATION
WIRE SLEEVE. 2" MIN.
KEYNOTES:
11 EMITTER FLUSH CAP ASSEMBLY
LI-800-003
SCALE:NTS
8
5
9
6
6
8
9
6
2
6
3
1
2
3.
1.
2.
NOTES:
12" MIN.
4
2"
10
3
7
1
8
MULTI PORT EMITTER
LI-800-001
SCALE:N.T.S
NOTES:
VARIES
ITEM
BURY
7.
BACKFILL
COVER
BEDDING
4"
2"
FINAL
6.
5.
1.
4.
3.
2.
2"
4"
12" @ TURF
PVC LATERALS
AND 24 V. WIRE
2"
MAINLINE, LATERAL
MAINLINE
LATERAL
24 V.
WIRE
FINISH
GRADE
2"
MIN.
GRADE
FINISH
18"
4"
*
2"
24 V. WIRE
24"
4"
*
4"
4"
2"
*
MIN.
13 TRENCHING
LI-900-001
SCALE:NTS
5
ISOLATION BALL VALVE ASSEMBLY
LI-300-002
SCALE:NTS
N.T.S.
PLAN
SWING JOINT
DURA PRE-FABRICATED O-RING
2.
1.
NOTE:
SECTION
MAINLINE SERVICE TEE
6
QUICK COUPLER ASSEMBLY
LI-300-003
SCALE:NTS
SINGLE OUTLET EMITTER
ALL SHRUBS & GROUND COVER
1
3
4
5
6
7
8
Plant
Root
Ball
Plant
Pit
Finished
Grade
LIST OF MATERIALS
NOTES:
2
12"
7
SINGLE EMITTER
LI-800-002
SCALE:NTS
BEDDING SHALL BE PLACED AND LEVELED PRIOR TO INSTALLATION OF
BURY ITEM.
BACKFILL SHALL BE PLACED IN LIFTS AS INDICATED TO THE
LEFT.
BACKFILL SHALL BE PLACED IN MAXIMUM 6" LIFTS.
SLEEVE ALL PIPE AND WIRE SEPARATELY. SLEEVE 2 x DIA. OF PIPE
ONE PIPE PER SLEEVE
ALL PIPE TO BE INSTALLED PER MANUFACTURERS SPECIFICATIONS.
PLASTIC PIPE TO BE "SNAKED" IN TRENCHES. PROVIDE A MIN. OF 2"
CLEARANCE TO SIDE OF TRENCH AND BETWEEN PIPES.
ALL 120 V. WIRING SHALL BE INSTALLED IN ACCORDANCE WITH LOCAL
CODE REQUIREMENTS. TAPE AND BUNDLE WIRES EVERY 10'. PROVIDE
LOOSE 20" LOOP AT ALL CHANGES OF DIRECTION OVER 30"
ALL IRRIGATION CONTROLLER POWER SERVICE WIRING AND ALL VALVE
WIRING NOT INSTALLED WITH MAINLINE PIPE SHALL BE INSTALLED IN A
MINIMUM 2" DIAMETER SCHEDULE 80 GRAY ELECTRICAL CONDUIT.
1
WALL MOUNTED CONTROLLER
LI-100-001
SCALE:NTS
EACH QUICK COUPLER SHALL BE IN A SEPARATE VALVE BOX.
SWING JOINT SHALL BE THE SAME SIZE AS QUICK COUPLER VALVE.
PVC MAINLINE PIPE
6-INCH MINIMUM DEPTH OF PEA
GRAVEL
BRICK (1 OF 3)
MAINLINE SERVICE
TEE
PVC MAINLINE
PIPE
QUICK COUPLING
VALVE
DURA PRE-FABRICATED
O-RING SWING JOINT
CARSON/BROOKS 10-INCH ROUND
VALVE BOX WITH LOCKING "T" STYLE
COVER (SUPPLY WITH STAINLESS STEEL
BOLTS).
QUICK COUPLER VALVE (AS NOTED ON
PLANS)
HEAVY DUTY STAINLESS STEEL CLAMP
(1 OF 2)
#4 REBAR 24-INCH LENGTH
SCH. 80 TBE NIPPLE (LENGTH AS
REQUIRED)
FINISH GRADE
30° TO 60° RISE
1.
2.
3.
4.
PIPE CEMENT SHALL BE AS SPECIFIED BY
MANUFACTURER FOR FLEXIBLE AND RIGID PIPE
CONNECTIONS.
EMITTER TUBING EMISSION POINTS SHALL BE
EQUALLY SPACED AND LOCATED TO DIRECT
WATER FLOW TO THE PERIMTER OF THE DRIP LINE.
NUMBER OF OPENINGS AND EMITTER TUBES
REQUIRED IS BASED ON PLANT SIZE. (SEE PLAN
SCHEDULE)
MAXIMUM EMITTER TUBING LENGTH = 5'
INNER RING OF EMMISION POINTS
(4 MIN.) LOCATED MIDWAY FROM TRUNK
AND EDGE OF ROOTBALL.
OUTER RING EQUALLY SPACED ON 4'
RADIUS CIRCLE
INSTALL FLOW DISTRIBUTOR AT FINISH
GRADE AS SHOWN OR SLIGHTLY BELOW.
INSTALL EMITTER AFTER FLUSHING ALL
EMITTER LATERALS.
MAXIMUM EMITTER TUBING LENGTH = 5'
MULTI-OUTLET EMITTER TYP. (4)
SEE PLANT LIST FOR SCHEDULE
TREE INSTALLATION (PLAN VIEW)
SHRUB INSTALLATION ALT. (PLAN VIEW)
1
2
3
4
5
6
7
8
9
10
DIFFUSER BUG CAP.
1/4" DISTRIBUTION (MAX LENGTH TUBING 5'-0")
(TYP.).
MULTI OUTLET EMITTER W/THREADED BASE (TYP.).
1/2" SCH. 80 PVC FLEX RISER.
SCH. 40 PVC TEE OR ELL REDUCING.
PVC EMITTER LATERAL.
FINISH GRADE.
PLANT BALL (TYP.).
EMISSION POINT (TYP.).
DECOMPOSED GRANITE.
EMITTER SLEEVE @ TURF AREA
1
2
3
5
6
7
8
APPROVED SINGLE PORT EMITTER.
1/4" POLY FLEX HOSE EMITTER TUBING - 5'
MAX. LENGTH.
1/2" PVC SCH 40 MALE ADAPTOR.
AG.PRODUCTS - 1/2" I.P.S. FLEXIBLE VINYL
PVC PIPE OR APPROVED EQUAL.
1/2" PVC SCH 40 45° ELBOW.
1/2" PVC CL 315 PIPE.
1/2" PVC SCH 40 FITTING.
PVC CL 315 FOR 1/2" LATERALS, PVC CL
160 FOR LATERALS GREATER THAN 1/2".
4
FINISH GRADE
3/4-INCH SCH. 40 PVC CAP WITH
WASHER (FHT)
3/4-INCH SCH. 40 PVC PIPE
(LENGTH AS REQUIRED)
BRICK (1 OF 2)
SCH. 40 PVC ELL
PVC EMITTER LATERAL PIPE
3/4-INCH SCH. 40 PVC MALE
ADAPTER (MHTxSLIP)
CARSON/BROOKS 6-INCH ROUND
VALVE BOX WITH "T" STYLE COVER
BEDDING AND COVER
MATERIAL SHALL BE
TOPSOIL WITH NO
ROCKS.
EXCAVATED MATERIAL
SHALL BE FINELY SCREENED
WITH NO ROCKS LARGER
THAN 1".
CONCRETE
SLAB
PIPE
SLEEVE
WIRE
SLEEVE
SEE NOTE 7
PIPE AND WIRE
SLEEVING
2-INCH SCH. 40 P.V.C. SLEEVE FOR 24
VOLT CONTROL WIRE, SECURE TO WALL
WITH CONDUIT STRAP TOP AND BOTTOM.
2-INCH MALE ADAPTER
RAIN BIRD LXD DECODER
CONTROLLER. INSTALL IN
ENCLOSURE PER DETAIL.
1/2-INCH E.M.T.
CONDUIT FOR 120V
SERVICE
2" SWEEP ELLS - TWO WIRE PATH TO
DECODERS. USER DIFFERENT CABLE
JACKET COLOR FOR EACH PATH.
FINISH GRADE
9" @ EMITTERS
2
BACKFLOW PREVENTION ENCLOSURE
SCALE:NTS
11
11
6
R4'
4.
3
2
1
APPROVED REDUCED PRESSURE
PRINCIPLE BACKFLOW
PREVENTION ASSEMBLY, BALL
VALVES INCLUDED.
PIPE SHALL BE TYPE "K" HARD
COPPER, (3/4" THRU 2 1/2").USING
LEAD FREE SOLDER.
3" OR LARGER TO BE D.I.P.
BRASS PLUGS ARE REQUIRED ON
ALL TEST COCKS
BRASS OR COPPER UNION
(INSTALL ON DISCHARGE SIDE.
BRONZE WYE STRAINER
APPROVED CAGE ENCLOSURE
ON CONC. SLAB
CONTACT THE CITY OF PHOENIX BACKFLOW PREVENTION DEPARTMENT FOR THE MOST CURRENT LIST OF APPROVED
BACKFLOW PREVENTION ASSEMBLIES
ASSEMBLY SHALL BE APPROVED BY U.S.C. FOUNDATION FOR CROSS CONNECTION AND HYDRAULIC RESEARCH
ABOVE GROUND INSTALLATION SHALL BE PROTECTED BY GUARD POST
ASSEMBLY SHALL BE INSTALLED LEVEL AND NOT IN A FLOOD PLAIN.
ASSEMBLY SHALL BE TESTED PRIOR TO BEING ACCEPTED ( CONTACT C.O.P BF DEPT. FOR LIST OF CERTIFIED TESTERS)
ASSEMBLY SHALL NOT BE INSTALLED ANY CLOSER THAN 24" FROM A WALL OR OBSTRUCTION ( IF COCKS FACE THE
WALL ) OR 12" FROM A WALL (IF COCKS FACE AWAY)
CONCRETE SUPPORT PAD SHALL BE A MINIMUM OF 12" WIDE BY LENGTH OF PRESSURE ASSEMBLY. SUPPORT STANDS
TO BE PROVIDED FOR 3" ASSEMBLY OR LARGER
FINISHED GRADE UNDERNEATH ASSEMBLY SHALL BE AT 95% COMPACTION.
ASSEMBLY SHALL NOT BE PLACED FARTHER THAN 2' FROM THE WATER METER.
1.
GENERAL NOTES
2.
3.
4.
7.
6.
5.
LIST OF MATERIALS
8.
9.
4
5
BRASS BALL VALVE WITH INTEGRAL
CHECKED FLATHEAD STEM
SCH. 80 PVC COUPLING (1 OF 2)
10-INCH SCH. 80 PVC TOE NIPPLE (1 OF 2)
PVC MAINLINE PIPE
8-INCH SCH. 40/DWV PVC PIPE
CARSON INDUSTRIES 10-INCH ROUND
VALVE BOX WITH LOCKING "T" STYLE
COVER (SUPPLY WITH STAINLESS STEEL
BOLTS)
BRICK (1 OF 3)
PEA GRAVEL
FINISH GRADE
T. CHRISTY ID-MAX-P1-RC-008
RECLAIMED IRRIGATION WARNING TAG
NOTE:
1. BALL VALVE SHALL MATCH NOMINAL SIZE OF MAINLINE PIPE
18"
6"
FLOW
SCH. 40 PVC FEMALE
ADAPTER (S x FIPT)
6-INCH MINIMUM
DEPTH OF PEA GRAVEL
BRICK (1 OF 4)
T. CHRISTY ID-MAX-Y1-008
CUSTOM CONTROL VALVE TAG
"SURESPLICE" WIRE CONNECTOR (1 OF 2)
ELECTRIC REMOTE CONTROL
VALVE (AS NOTED ON PLANS)
CARSON INDUSTRIES JUMBO VALVE BOX WITH
LOCKING "T" STYLE COVER, PURPLE COLOR
(SUPPLY WITH STAINLESS STEEL BOLTS)
PVC DRIP LATERAL PIPE
PVC MAINLINE PIPE
WITH SCH. 80 PVC OR
DUCTILE IRON
SERVICE TEE
NO. 12 COMMON
WIRES (WHITE)
NO. 14 CONTROL
WIRES (RED)
NO. 12 SPARE WIRE
LOOPED INTO VALVE
BOX (GREEN) (1 OF 2)
FINISH GRADE
COMBINATION BASKET FILTER
AND PRESSURE REGULATOR
CLOSED
OPEN
NOTES:
1. PROVIDE 30-INCH SLACK WIRE IN 3/4 INCH COILS FOR EACH WIRE ENTERING VALVE BOX.
2. EMBOSE VALVE BOX LID WITH CONTROLLER IDENTIFICATION AND STATION NUMBER WHICH CORRESPONDS
TO THE PLANS
3. MAINTAIN 2" MINIMUM CLEAR DISTANCE BETWEEN TOP OF CONTROL VALVE AND BOTTOM OF BOX LID
SCH. 80 PVC PIPE
RISER SAME SIZE AS
CONTROL VALVE
BRONZE BALL VALVE w/
S.S. HANDLE ROTATED
ON THE SIDE (SAME SIZE
AS CONTROL VALVE)
SCH. 80 PVC 90° ELL
3-INCH SCH. 80 PVC TBE NIPPLE (SAME
SIZE AS CONTROL VALVE)
SCH. 40 PVC RISER
EXTENSION (FIPT x MIPT)
4
DRIP CONTROL VALVE ASSEMBLY
SCALE: NTS
14"
36" MIN. LENGTH OF TYPE "K"
COPPER PIPE ON OUTLET SIDE
TYPE "K" COPPER PIPE
ON INLET SIDE
FINISHED GRADE
2
2
5
OUTLET
INLET
1
3
4
6
6
NOTE:
1. Contractor to ground controller in accordance
with the standards established by the American
Society of Irrigation Consultants earth grounding
guidelines 100-2002 as specified by Rainbird.
2. All electrical work to confom to local codes.
3. Use Rainbird LXMM Metal Enclousre.
3.
4.
5.
4. POSITION WIRES INTO CHANNELS
2. SECURE WIRES INTO WIRE NUT
3. INSERT WIRE NUT
INTO GEL-FILLED TUBE
5. CLOSE SPLICE KIT FOR SECURED SEAL
NOTE: VISUALLY CHECK THAT CONNECTOR IS BELOW LOCKING "FINGERS"
SPLICE KIT SHALL BE 3M DIRECT BURY 3MDBYR-6
1. STRIP ENDS OF WIRE
2.
1.
3/4"
10
3M DIRECT BURY SPLICE KIT
N.T.S
9
4-INCH POP-UP SPRINKLER
AND SWING JOINT ASSEMBLY
LI-600-001
SCALE:NTS
N.T.S.
PLAN
CLEAR
1.
SECTION
NOTE:
4-INCH
SWING JOINT SHALL BE SAME SIZE AS
SPRINKLER HEAD INLET
FINISH GRADE
30° TO 60° RISE
4-INCH POP-UP SPRAY
SPRINKLER HEAD SET 3/4-INCH
BELOW TOP OF SOD
EDGE OF WALK OR
HEADER
DURA PRE-FABRICATED
DURA O-RING TEE OR ELL
UNIBODY
PVC LATERAL PIPE
O-RING SWING JOINT
PVC LATERAL PIPE
DURA O-RING TEE
OR ELL
EDGE OF WALK OR HEADER
SPRINKLER HEAD
DURA PRE-FABRICATED
O-RING SWING JOINT
Proj Mgr.
Dwn By:
Date:
Description:
Rev.
CM
CR
IRRIGATION
DETAILS
L8.0
A R C H I T E C T U R E . P L A N N I N G .
L A N D S C A P E A R C H I T E C T U R E .
4019 N. 44TH ST. / PHOENIX, AZ 85018
6 0 2 - 9 5 2 - 8 2 8 0 / T O D D A S S O C . C O M
Copyright 2021 Todd & Associates, Inc.
CRITICAL THINKING / CREATIVE DESIGN
+ ASSOCIATES
TODD
PROJECT
NO.
CLIENT
SEAL
CONTACT
PHASE
DATA
22-2015-00
GLENDALE
SENIOR
APARTMENTS
GLENDALE, AZ
Mercy Housing
6515 W. MARYLAND AVE.
GLENDALE, AZ 85301
(623) 937-0418
09-19-22
DEVELOPMENT
100% DESIGN
Call at least two full working days
before you begin excavation.
Dial 8-1-1 or 1-800-STAKE-IT (782-5348)
In Maricopa County: (602) 263-1100
Arizona Blue Stake, Inc.
LA: SVOORHEES@toddasssoc.com
CLIENT:
10
9
8
8
10
9
8
7
8
8
8
6
8
8
GLENN DRIVE
(PUBLIC ROADWAY)
48TH LANE
(PUBLIC ROADWAY)
50TH AVENUE
(PUBLIC ROADWAY)
PALMAIRE AVENUE
PALMAIRE AVENUE
(UNDERDEVELOPED ROADWAY)
T
T
UP
UP
STAIR 2
ENTRY
CANOPY
OUTDOOR PATIO
4
A4.3.1
2
A4.3.2
MATCHLINE L1.2
MATCHLINE L1.1
UNIQUE, PULSAR = PULS-12-L430
CAST BRASS, GLARE CONTROL LENS KIT, PVC MOUNTING
STAKE, 25' WIRE LEAD, FLEX SERIES 4 WATT LED
BOLLARD LIGHT
UNIQUE, THW UV BROWN WIRE (SEE TRANSFORMER LOAD CALCS FOR SIZE AND QTY)
T#
#
UNIQUE, INTELLI-MATIC TRANSFORMER, 150SSSL-LED
SINGLE CORE, MULTI TAP, 12 VOLT TRANSFORMER,
STAINLESS STEEL HOUSING WITH LIGHT LOGIC (LPCU-A)
UNIQUE, INTELLI-HUB
UNIQUE, SATELLITE HUB
TRANSFORMER NO.
HUB NO.
TRANSFORMERS & HUBS
DIRECTIONAL UPLIGHT
SYMBOL
DESCRIPTION
LIGHTING LEGEND
T5
121
30
1
19
37
UNIQUE, BISTRO = LED-BISTRO-12V
2W EDISON-STYLE S14 LED LAMPS, 16 AWG WEATHER
PROFF CABLE 12V AC POWER INPUT, QUICK CONNECT
LINK, 24' LENGTH
NICHE LIGHTS
6
QTY
SEE DETAIL #1/THIS PAGE FOR POST
ATTACHMENT
- POSTS
UNIQUE, STARBURST = STAR-12-L430
CAST BRASS, GLARE CONTROL LENS KIT, PVC MOUNTING STAKE,
25' WIRE LEAD, FLEX SERIES LED 4 WATT LED
WALL WASHER
6
UNIQUE, INTELLI-MATIC TRANSFORMER, 300SSSL-LED
SINGLE CORE, MULTI TAP, 12 VOLT TRANSFORMER,
STAINLESS STEEL HOUSING WITH LIGHT LOGIC (LPCU-A)
T6
2
UNIQUE, PROFORCE TRANSFORMER 600IF-PRO
SINGLE CORE, MULTI TAP, 12 VOLT TRANSFORMER, STAINLESS STEEL
HOUSING WITH LIGHT LOGIC CLOCK (LPCU-A)
T1
3
T3
T2
T4
Proj Mgr.
Dwn By:
Date:
Description:
Rev.
SV
CM
LOW-VOLTAGE PLAN
L9.0
A R C H I T E C T U R E . P L A N N I N G .
L A N D S C A P E A R C H I T E C T U R E .
4019 N. 44TH ST. / PHOENIX, AZ 85018
6 0 2 - 9 5 2 - 8 2 8 0 / T O D D A S S O C . C O M
Copyright 2021 Todd & Associates, Inc.
CRITICAL THINKING / CREATIVE DESIGN
+ ASSOCIATES
TODD
PROJECT
NO.
CLIENT
SEAL
CONTACT
PHASE
DATA
22-2015-00
GLENDALE
SENIOR
APARTMENTS
GLENDALE, AZ
Mercy Housing
6515 W. MARYLAND AVE.
GLENDALE, AZ 85301
(623) 937-0418
09-19-22
DEVELOPMENT
100% DESIGN
Call at least two full working days
before you begin excavation.
Dial 8-1-1 or 1-800-STAKE-IT (782-5348)
In Maricopa County: (602) 263-1100
Arizona Blue Stake, Inc.
LA: SVOORHEES@toddasssoc.com
CLIENT:
SCALE:
0"
15'
30'
60'
1" = 30'-0"
EXHIBIT C
Glendale Senior Apartments
AHAP - Exhibit C
Glendale Senior Apartments is a senior affordable development to be located at the northeast
corner of N 50th Avenue and W Glenn Drive, in Glendale, AZ. The site is a 3.8‐acre vacant
property that allows for higher density multifamily housing approximately four miles east of
downtown Glendale and its Civic Center.
The Project will consist of an elevator-served four-story residential building containing 148
studio, one, and two-bedroom units. The building will also contain a community room, laundry
rooms on every floor, and a courtyard for residents to gather. The building is new construction,
wood framed, u-shaped on the western half of the site.
Glendale Senior Apartments is 100% LIHTC. All units are 60% AMI or below. The Project will
have 40 contract units (30 one-bedroom and 10 two-bedroom units). All contract units will be set
aside to serve persons with disabilities or elderly persons 62 or older. The 30 one-bedroom units
are 580 square feet, and the 10 two-bedroom units are 822 square feet. All units have one
bathroom. The contract units will not be fixed and will be throughout the Project as needed by
qualified tenants.
Glendale Housing Authority’s FY 2023 voucher payment standards are set at 110% of FY 2023
Fair Market Rents (FMRs) for Maricopa County, AZ (which is part of the Phoenix-Mesa-
Scottsdale, AZ MSA):
0 Bedroom
1 Bedroom
2 Bedrooms
3 Bedrooms
4 Bedrooms
$1,478
$1,613
$1,914
$2,624
$2,987
The estimated initial rent to the Owner is $1,527 rent per one-bedroom unit plus the estimated
allowance for tenant-paid utilities of $86 totaling $1,613. The estimated initial rent to the Owner
is $1,801 rent per two-bedroom unit plus the estimated allowance for tenant-paid utilities of $113
totaling $1,914.
Tenants will be responsible for their individual unit utilities – electric, gas, water, sewer, trash.
Each individual residential unit will be equipped with its own electric panel which will be sub-
metered and will provide for the measurement of that unit’s power consumption. All loads within
the unit, such as range, lighting, and heat pumps are connected to this panel. Once a month, the
complex management will deliver each resident an electric bill with the individual unit’s use as
measured by the unit’s submeter. Resident’s will be charged based on their actual consumption
at the same rate as the commercial rate for the master meter. The owner of the building will pay
for the common area electric.
Water heating will be provided by 40-gallon tank type electric resistance water heaters in each
unit. HVAC will consist of individual split systems to serve all enclosed common areas and
residential units.