11.BA250034 BOA Report

Maricopa County — Board of Adjustment (2025-06-19)

Extracted text (via pymupdf) 111762 characters

Report to the Board of Adjustment
Prepared by the Maricopa County Planning and Development Department
Case:
BA250034 – Brown Property Variance
Hearing Date:
June 19, 2025
Supervisor District:
2
____________________________________________________________________________________________
Applicant:
Jay Brown
Property Owner:
Debra D Brown
Requests:
Variance to the development standard of the Maricopa County Zoning
Ordinance to permit:
1)
Proposed front/south setback of 11’ where 20’ is the minimum permitted
per MCZO, Art. 604.4.1.A
Site Location:
APN 219-14-010 @ 18948 E. Waxwing Dr. – Mountainaire Dr. and
Waxwing Dr., in the Rio Verde area
Site Size:
15,147 sq. ft.
Current Use / Zoning:
Single-family residence / R1–8 RUPD
Open Violation:
N/A
Background:
1.
June 11, 1990: The subject lot is platted as Lot 1410 of the Rio Verde subdivision.
2.
July 1, 2009: The property owner takes possession of the property via MCR-20090708442.
3.
February 25, 2025: The property owner applies for building permit BLDR2501607 for an attached
garage. Zoning plan review notes the garage juts out into the required front yard.
4.
May 9, 2025: The property owner applies for the subject variance to address the front setback
issue.
Existing On-Site and Surrounding Zoning/Land Use:
5.
On-site:
R1-8 RUPD / Single-family residence
North:
Rural-190 / Tonto Verde Golf Club
South:
R1-8 RUPD / Single-family residence
East:
Forest Rd then R1-8 RUPD/ Single-family residence
West:
R1-8 RUPD / Single-family residence

Page 2 of 7
Variance Request:
6.
The applicant proposes to vary the front yard setback from the required 20’ to 11’ to allow
construction of an attached garage. The garage would front an existing golf-cart garage.
Excerpt from proposed site plan

Page 3 of 7
Photograph of subject site
Site Analysis:
7.
The site is located at the end of a cul-de-sac bordering the Tonto Verde Golf Club to the north and
Forest Rd to the east. It was developed in 2007 and it is otherwise non-descript. Its southern front
is shaped around the cul-de-sac but it is otherwise like other lots within the subdivision in this
aspect.
8.
An 18’ long driveway and/or garage for passenger vehicles is necessary to accommodate the
zoning ordinance’s requirement for a single-family residence to accommodate two off-street
parking spaces. It may seem reasonable for a residence to have a garage for enclosed parking.
Placement of the residence in proximity to the bulb of a cul-de-sac did limit potential for building
footprint expansion (particularly of a garage) to the south. Staff notes it is possible to redesign
existing driveway and proposed addition to utilize the golf cart garage for passenger vehicle
parking and/or a side-entry garage while maintaining the minimum 20’ front/south and 10’
side/east setbacks. Arguably this lot is encumbered in comparison to other lots along the street
in same front plane alignment but not located at the cul-de-sac’s bulb.

Page 4 of 7
Aerial photo of subject site, oriented north
Aerial image & surrounding environs, oriented north

Page 5 of 7
Eagle view of subject site looking west into subject parcel (aerial image dated 10/1/21).
Zoning District map

Page 6 of 7
Zoning District Standards:
9.
The following table is included to illustrate and contrast the standards for the underlying zoning
district with those proposed by the owner (Note: changes to proposed standards are indicated in
bold).
Standard
R1-8 RUPD
Zoning
District
Proposed with
Variance
Min. Front Yard Setback (south)
20-feet
11-feet
Min. Side Yard Setback (east)
10-feet
11-feet
Max. Lot Coverage
35%
27.6%
Note: Standards indicated in bold do not meet base zoning standards

State Statute / County Zoning Ordinance Tests - ARS § 11-816.B.2 and MCZO Article 303.2.2 states the
Board of Adjustment may, “Allow a variance from the terms of the ordinance if, owing to peculiar
conditions, a strict interpretation would work an unnecessary hardship and if in granting the variance the
general intent and purposes of the zoning ordinance will be preserved.”
10.
Statutory Test -1 Does the applicant’s property contain any peculiar condition– Discuss and
explain what is/are the peculiar conditions facing the property and include reference to the
Maricopa County Zoning Ordinance Regulations or Development Standards to be varied.
“This property is at the end of a Cul de Sac that borders Forest Road and has a “Wash” behind it to
the north. There is a neighbor straight across the Cul de Sac, but there is not a neighbor in what
would be considered a typical “pie-shaped” lot between us. This is a very private street with larger
lots. The garage encroaches into the 20’ front setback area a distance of 7’ – 7”. A Variance to the
Zoning Ordinance to reduce the front setback from 20’ to 12’-5” is required (MCZO Section
604.4.1.a) per R1-8 RUPD Z89-40.
11.
Statutory Test 2 – Does applying the requirements of the Ordinance to the applicant’s property
create an Unnecessary Hardship – Explain how the peculiar condition identified in #1 causes an
unnecessary hardship to the property when the requirements of the Maricopa County Zoning
Ordinance are applied. Explain how the that the peculiar condition of the property came to be and
whether the condition was created by the applicant or someone in the property’s line of title.
Explain the proposed use of the property with the variance request. Identify and explain all
peculiar conditions on your property in regard to the following areas: slope, narrowness,
shallowness, irregular shape, location, washes, vegetation, and easements, etc. Explain how
enforcement of the Zoning Regulations or Development Standards would impose a hardship on
the property.
“Due to Forest Road to the east, a wash to the north, and a neighbor to the west, there is no other
place to build this small garage addition.
12.
Statutory Test 3 – General Intent and Purpose of the Zoning Ordinance – Discuss the purpose
of the zoning requirement from which the variance is being sought. Then, discuss and explain
how, provided statutory tests #1 and #2 are satisfied, the granting of the requested variance
would preserve the general intent and purpose of the Zoning Ordinance.

Page 7 of 7
“There are only 7 houses on the entire street with no through traffic. Encroaching the street would
not cause a hardship for any neighbors. The community HOA has already granted a variance. I’ve
included that as an attachment.
Findings:
13.
The applicant has the burden of proving to the Board that, in accordance with the standard set
forth in ARS §11-816.B.2 and MCZO Article 303.2.2, the property requires a variance. To grant the
relief, the applicant must prove, and the Board must find and identify, a physical condition of the
applicant’s property that is peculiar and not common to the area or the universe of the zoning
district. Also, any such peculiarity must not have been created either by the applicant or anyone
in the chain of title. If the Board determines that there is no such peculiar physical condition, its
inquiry stops, and the application must be denied.
If the Board identifies a peculiar physical condition of the applicant’s property which is not self-
imposed, then the applicant must prove, and the Board must find and identify, an unnecessary
hardship imposed upon the property due to the strict application of the requirements of the zoning
ordinance which the applicant wishes to have varied such that there is no viable use of the
property without the variance.
If the Board identifies a peculiar physical condition of the property which is not self-imposed, and
that in applying the requirements of the zoning ordinance to the property, because of the peculiar
physical condition, an unnecessary hardship exists, the applicant must prove, and the Board must
find and identify, how the granting of the variance will preserve the general intent and purpose of
the zoning ordinance.
In order to approve the variance the Board must make findings and articulate them in motion
memorializing the above.
14.
Based upon what the applicant has submitted and the staff analysis in this report, staff offers the
following positive and/or negative observations the Board may consider in its findings:
•
Staff is unable to find a peculiar condition of the property as there do not appear to be any
topographical impediments to placing or designing the structure in such a way that it
meets existing setback requirements.
•
Staff does not believe the shape of the lot is a hardship as it matches the existing
subdivision plat.
15.
And further, if the Board finds the applicant has satisfied the statutory test, and has stated its
findings on the record, the grant of this variance will memorialize the following:
a)
Variance approval establishes a 11’ south front setback line for APN 219-14-010.
Presented by:
Joel Landis, Planner
Reviewed by:
Darren V. Gérard, AICP, Planning Manager
Attachments:
Case Map (1 page)
Application / Supplemental Questionnaire (4 pages)
Site Plan (10 pages)

/
Maricopa County Planning & Development - Phoenix, AZ
2
Gross Acres: 0 approx.
Generated May 29, 2025 9:13 AM
BA250034
Application Name:
Legal Description
Garage addition
Applicant
Case Address
4N 7E 6
JAY BROWN
18948 E WAXWING DR
Applicant Phone/Email
Parcel Primary:219-14-010
(260) 241-5644
jebwaxwing@gmail.com
RIO VERDE, AZ 85263
Map scale 1:329
Supervisor District No.
Addition to existing garage

TITLE SHEET, PROJECT DATA, NOTES
T1.0
VICINITY MAP
PROJECT DATA
BUILDING CODES:
RIO VERDE, ARIZONA
N
A NEW GARAGE ADDITION
DETAILS
D1.0
FOUNDATION PLAN & FLOOR PLAN
EXTERIOR ELEVATIONS & BUILDING SECTION
A1.0
AS1.0
GENERAL PROJECT NOTES
ARCHITECTURAL SITE PLAN
SHEET INDEX:
A2.0
THE JAY & DEBRA BROWN
RESIDENCE
T1.0
COVER SHEET & PROJECT DATA, NOTES
EJ
Expansion joint
HORIZ
HVAC
HT
HTR
HDW
GALV
GWB
HM
HC
HB
FT
GB
GA
FTG
EXIST
EPNL
ELEC
EWC
FA
FIN
FEC
EXT
EQ
EW
Horizontal
Heating, ventilation
Height
Heater
Hollow metal
Gypsum wallboard
Fire extinguisher cabinet
Electric water cooler
Electrical panel
Hardware
Hose bib
Grab bar
Guage
Footing
Hollow core
Galvanized
Foot
Each way
Existing
Exterior
Electrical
Finish
Fire alarm
Equal
CT
EIFS
DWG
DISP
DIFF
EF
EA
DN
DIA
DBL
CONT
CONC
CMU
COL
CR
CPT
CJ
CLR
CLG
CG
BLKG
BLDG
APPROX
ALUM
BRG
BD
ALT
AFF
Bearing
finish system
Exterior insulation and
Exhaust Fan
Concrete masonry units
Control joint
Corner guard
Ceramic tile
Drawing
Dispenser
Diffuser
Diameter
Double
Each
Down
Chart rack
Continuous
Column
Ceiling
Carpet
Concrete
Clear
Above finish floor
Approximate
Blocking
Building
Aluminum
Alternate
Board
RM
Room
Towel bar
Toilet tissue dispenser
Top of steel
Thickness
Telephone
Symmetrical
Suspended
Sheet vinyl
Standard
Stainless steel
Service sink
Sanitary napkin disposal
Roof opening
Supply air
TOS
TTD
TYP
TB
Typical
SPEC
SV
STL
STD
SST
SQ
SS
THK
TEL
SYM
SUSP
RND
RO
SA
SPKR
SIM
SHR
SHT
SECT
SND
Special
Steel
Square
Speaker
Similar
Shower
Sheet
Section
Round
Return air
Refrigerator
Reinforced/reinforcing
Quarry tile
Polyvinyl chloride
Paper towel dispenser
Prefinished
Opposite hand
Outside diameter
On center
Not to scale
Masonry opening
Miscellaneous
Minimum
Roof drain
QT
RAD
RA
RES
REQ'D
REG
REF
REINF
REC
RD
REV
PT
PREF
PNL
PL
OPP
OPH
QTY
PWD
PVC
PTD
Resilient
Required
Register
Recessed
Radius
Revision
Quantity
Plywood
Paint
Panel
Plate
Opposite
MIN
OC
OA
NTS
MTD
MO
MISC
OD
Overall
Mounted
LTL
LVR
JT
LF
IV
JAN
ILL
HW
Air conditioning
Lintel
Louver
Janitor
Hot water
Linear feet
Intravenous
Illuminator
Joint
ADJ
ADD
Addendum
Adjacent
Vinyl wallcovering
Vinyl base
Woven wire fabric
Water closet
YD
VCW
WWF
WSCT
WD
WC
VB
W/O
W/
Yard
With
With out
Wainscot
Wood
Manufacturer
MH
MFR
Manhole
AD
AB
ACT
Acoustical ceiling tile
Access door
Anchor Bolt
Mechanical
Medicine cabinet
Maximum
MECH
MC
MAX
ABBREVIATIONS
APN: 219-14-010
A0.1
18948 E. WAXWING DRIVE
RIO VERDE, ARIZONA 85263
A3.0
ROOF FRAMING PLAN, DETAILS
E1.0
ELECTRICAL PLAN
RESIDENTIAL DESIGN:
ARIZONA HOME PLANNING ASSOCIATES
Tempe, Arizona
Phone: (602) 908-4537
Email: russferris@gmail.com
SHEET NUMBER
SHEET NUMBER
DRAWING NUMBER
DRAWING NUMBER
ELEVATION
DETAIL NUMBER
SHEET NUMBER
DRAWING NUMBER
WALL TYPE
BUILDING SECTION
ROOM NUMBER
KEYED NOTE
SHEAR WALL TYPE
18
D2
ELEVATION
SHEET NUMBER
DRAWING NUMBER
DESCRIPTION:
SYMBOL:
DRAWING SYMBOLS LEGEND:
FOR
OWNERS:
A0.2
GENERAL PROJECT NOTES
E2.0
ELEC. PANEL SCHEDULES, LOADS, DIAGRAMS, NOTES
PROJECT DESCRIPTION:
ADDING A NEW ATTACHED UN-CONDITIONED 1-CAR, 1-STORY GARAGE
STRUCTURE TO AN EXISTING 2-CAR GARAGE OF A SINGLE-FAMILY
RESIDENCE ON AN EXISTING LOT ('R-3' SINGLE FAMILY RESIDENTIAL) .
SCOPE ADDS 230 SF (UNDER ROOF) OF NEW AREA.
PROJECT ADDRESS:
THE JAY BROWN RESIDENCE
18498 E. WAXWING DRIVE
RIO VERDE, ARIZONA 85263
A.P.N.: 219-14-010
ZONING: R-4
OCCUPANCY: 'R' - ACCESSORY GARAGE, NON-SPRINKLERED
CONSTRUCTION TYPE: 'V-N'
SINGLE STORY
OWNER: JAY & DEBRA BROWN
18498 E. WAXWING DRIVE
RIO VERDE, ARIZONA 85263
INCLUDES ALL LOCALLY ADOPTED CODES BY MARICOPA COUNTY, ARIZONA,
INCLUDING ALL CURRENT AMENDMENTS:
2018 International Building Code
2018 International Residential Code
2018 International Plumbing Code
2018 International Mechanical Code
2018 International Fuel Gas Code
2018 International Green Construction Code (Optional)
2018 International Energy Conservation Code (Optional)
2018 International Existing Building Code
2017 National Electric Code
EXISTING HOME LIVABLE:
EXISTING COVERED FRONT PORCH:
EXISTING GARAGES
EXISTING REAR COVERED PATIO
NEW 1-CAR ATTACHED GARAGE
AREA SUMMARY:
EXISTING RESIDENCE:
THIS PROJECT:
TOTAL EXISTING FOOTPRINT:
EXIST'G GROSS LOT AREA:
15,147. SF
TOTAL NEW FOOTPRINT AREA:
NEW LOT COVERAGE:
27.6%
2,806. SF
804. SF
450. SF
128. SF
4,188. S.F.
+230. S.F.
4,418. S.F.
(UNCONDITIONED)
1
THIS PROJECT
COMMUNITY
OF RIO
VERDE,
ARIZONA
COMMUNITY
OF TONTO
VERDE,
ARIZONA
DYNAMITE RD.
TO FOUNTAIN
HILLS, AZ.
E. POCO
E. MOUNTAINAIRE
DRIVE
E. FOREST DRIVE
MCDOWELL MTN. RD.
E. WAXWING
DRIVE
TO
SCOTTSDALE, AZ.
RIO DR.
E. FOUR PEAKS
BLVD.
TONTO VERDE DR.
OWNER: JAY & DEBRA BROWN
18498 E. WAXWING DRIVE
RIO VERDE, ARIZONA 85263
UTILITY SERVICES:
NOTE:
THE G.C. SHALL VERIFY EXACT LOCATIONS OF AND COORDINATE ALL UTILITY SERVICES
FOR THIS PROJECT'S SCOPE OF WORK. THE G.C SHALL COORDINATE DIRECTLY WITH
THE SERVICE PROVIDERS AND PROVIDE / COORDINATE REQUIRED DETAILS. THE
OWNER SHALL ADVISE THE OWNERS OF THE APPLICABLE SCOPE OF WORK
REQUIREMENTS FOR UTILITIES IN WRITING, AND IN A TIMELY MANNER.
ELECTRICAL: THERE IS AN EXISTING HOME SERVICE.
PROVIDER: SALT RIVER PROJECT (S.R.P.)
PHONE: (602) 236 - 8888
NOTE:
FOR ANY DIGGING OR UNDERGROUND WORK:
CALL 'BLUE STAKE' (CALL BEFORE DIGGING)
PHONE: (602) 263-1100
SANITARY SYSTEM:
SITE SEPTIC SYSTEM: NOT APPLICABLE TO THIS PROJECT.
SANITARY & SERVICE PROVIDER: EXISTING SERVICE IN-PLACE.
EPCOR WATER
FOUNTAIN HILLS, AZ.
PHONE: (800) 383-0843
NOTE:
WATER SUPPLY & SANITARY SYSTEMS SHALL BE IN COMPLIANCE WITH THE
MARICOPA DEPARTMENT OF ENVIRONMENTAL QUALITY:
WATER & WASTE MANAGEMENT DIVISION
1001 N. CENTRAL AVE., PHOENIX, AZ.
PHONE: (602) 506-6676
1. REFER TO THE ARCHITECTURAL SITE PLAN, SHEET AS1.0
AND ANY ENGINEERING DOCUMENTS FOR MORE
INFORMATION. ALL UTILITIES ARE TO BE COORDINATED BY
THE G.C. WITH OWNER & JURISDICTION APPROVALS.
3. G.C. TO VERIFY & COORDINATE THE EXACT SITE UTILITY
LOCATIONS AND SCOPE OF WORK REQUIRED REGARDING
UTILITIES AND OF WORK REQUIRING SEPARATE PERMITS.
4. ANY SHARED-WELLS FOR WATER SUPPLY (WHERE
EXIST) SHALL BE BY SEPARATE APPLICATION AND PERMIT
AND BY OTHERS. THE G.C. SHALL REFER TO THE
APPLICABLE CITY APPROVED & RECORDED SEPARATE
DOCUMENTS (PERMITS, PLATS, ANY WELL SHARING
AGREEMENTS ETC.) AND VERIFY DETAILS REQUIRED.
5. BURIED NATURAL GAS TANKS (IF EXIST) FOR HOME USE
SHALL BE UNDER A SEPARATE APPLICATION AND PERMIT
AND BY OTHERS. THE G.C. SHALL PROVIDE COORDINATION
AS REQUIRED. SUCH TANK(S) SHALL NOT EXCEED 250
GALLON MAXIMUM, AND BE IN FULL COMPLIANCE WITH THE
LOCAL JURISDICTION'S STANDARDS. THEY ALL SHALL BE
LOCATED, INSTALLED AND MAINTAINED PER APPLICABLE
LOCAL CODE STANDARDS AND ORDINANCES, TYP.
WATER SUPPLY SERVICE PROVIDER: EXISTING SERVICE IN-PLACE.
EPCOR WATER
FOUNTAIN HILLS, AZ.
PHONE: (800) 383-0843
2. CONTRACTORS SHALL FIELD VERIFY ALL EXISTING
CONDITIONS PRIOR TO START OF WORK. AND NOTIFY THE
OWNERS IMMEDIATELY IF ANY DISCREPANCIES BETWEEN
DRAWINGS AND ACTUAL SITE CONDITIONS EXIST.
GENERAL UTILITY NOTES:
THE FOLLOWING ARE TO BE BY SEPARATE APPLICATION AND SUBMITTALS.
THE GENERAL CONTRACTOR PROVIDES COORDINATION:
1.
ENGINEERED PREFABRICATED WOOD ROOF TRUSSES. THE G.C. SHALL REFER TO
ALL STAMPED JURISDICTION-APPROVED, ENGINEER STAMPED SHOP DRAWINGS
FOR MORE INFORMATION THAT SUPERCEDE THESE DRAWINGS.
GAS:
THIS PROJECT HAS NO GAS APPLIANCES OR GAS SERVICES REQUIRED.
DEFERRED SUBMITTALS:
SHEET NO.
DATE:
ISSUED FOR:
R.F.
05/02/2025
A r i z o n a H o m e P l a n n i n g
A s s o c i a t e s
Professional Design and Drawing Consultants
Scottsdale, Arizona
Phone: (602) 908-4537 Email: RussFerris@gmail.com
APAH
www.AHPA.design.officelive.com
1
20-007
A.P.N.: 219-14-010
# BLDR2501698
GARAGE ADDITION TO EXISTING HOME
THE JAY BROWN RESIDENCE
18948 EAST WAXWING DRIVE
RIO VERDE, ARIZONA 85263
DESIGN
MC REVS 1 04/08/2025
MC REVS 2 05/02/2025
2
PROJECT TEAM CONTACTS:
ROOF SNOW
LOAD
CLIMATIC & GEOGRAPHIC DESIGN CRITERIA
WIND
SEISMIC
DESIGN
CATEGORY
SUBJECT TO DAMAGE FROM:
WINTER
DESIGN
TEMP.
Wind
Speed
Weathering
Frost Line
Depth
Termite
Decay
115 MPH
Exposure 'C'
B
Negligible
12 inches
Moderate
to Heavy
None to
Slight
34 (F)
Degrees
Negligible
Negligible
FOR PROJECT LOCATION: RIO VERDE, ARIZONA, 85263 N.E. OF PHOENIX, AZ., U.S.A.
Reference: Maricopa County Local Additions and Addenda, Section 2, Adopted National Codes &
Amendments, Table R301.2.1, Climatic & Geographical Design Criteria.
1

(E) 16'-0" X 8'-0" O.H.
GAR.DR. TO
REMAIN
(N) 9'-0" X 8'-0" O.H.
GARAGE DOOR
(E) 8' X8' O.H.
GAR. DR. TO
REMAIN
(E) CMU COMMON WALL
PROPERTY LINE 130.00' S89° 49' 18" W
PROPERTY LINE 124.94' N 00° 00' 58" E
PROPERTY LINE 124.98' N 00° 00' 58" E
2,806 SF LIVABLE
EXISTING SINGLE-FAMILY
RESIDENCE
18948 EAST WAXWING DRIVE
RIO VERDE, ARIZONA 85263
RIO VERDE
UNIT 12
LOT NO. 1410
APN: 219-14-010
APN: 219-14-011
ADJACENT
SINGLE-FAMILY
RESIDENCE
N. FOREST AVENUE
E. WAXWING DRIVE
PROP. LINE 42.18' S89° 49' 18" W
NEW 1-CAR
GARAGE
(E) 2-CAR
GARAGE TO
REMAIN
MAIN ENTRY
3'-0"
11'-0"
14'-5-1/2"
11'-5 1/2"
24'-0"
12'-0"
15'-5 1/2"
ADD MATCHING
DRIVEWAY PAVING
EXST'G
DRIVEWAY
(E) GARAGES: ±804 S.F.
THIS PROJECT:
ADD A 1-CAR
GARAGE (230 S.F.)
WITH DRIVEWAY
0 1'
10'
20'
5'
EXST'G
YARD
EXST'G
YARD
EXST'G
PATIO
EXST'G
COURTYARD
PROP. LINE
(E) CART
GARAGE TO
REMAIN
(E) W.I. & WD SITE
GATE TO REMAIN
(N) CONC.
STOOP
(E) COV.
ENTRY
128 SF
(E) COV. REAR
PATIO: 450 SF
ADJACENT
TRACT
(E) 200 A ELEC PANEL &
METER (TO REMAIN)
SEE SHEETS E1.0 & E2.0
ARCHITECTURAL SITE PLAN
AS1.0
SCALE: 1" = 10'
ARCHITECTURAL SITE PLAN
1
GENERAL NOTES:
1. THE GENERAL CONTRACTOR (G.C.) SHALL FIELD VERIFY ALL
ACTUAL CONDITIONS PRIOR TO BIDS AND TO ANY WORK. THE G.C.
SHALL REPORT ANY PLAN DISCREPANCIES TO THE OWNERS IN A
TIMELY MANNER.
2. ANY / /ALL UTLITY WORK, STRUCTURAL ENGINEERING AND/OR
SITE GRADING AND DRAINAGE IMPROVEMENTS, ARE UNDER
SEPARATE APPLICATION, CONTRACT, AND BY OTHERS. THEY
SHALL BE COORDINATED BY THE GENERAL CONTRACTOR AND
OWNERS.
3. THE NEW FINISHED GARAGE, NEW PAVING AND ALL OTHER NEW
ELEMENTS SHALL MATCH THE SAME COLOR PALETTE,
ARCHITECTURAL STYLE AND DETAILS OF THE EXISTING SITE AND
OF THE MAIN HOUSE. THE LOCAL COMMUNITY'S DESIGN REVIEW
BOARD SHALL MAKE FINAL DETERMINATIONS.
4. G.C. SHALL ENSURE THAT NO NEW ALTERATIONS TO THIS SITE'S
EXISTING DRAINAGE ASPECTS SHALL AFFECT ANY ADJACENT
PROPERTIES.
PROJECT DATA:
PROJECT DESCRIPTION:
ADDING A NEW ATTACHED UN-CONDITIONED 1-CAR, 1-STORY
GARAGE STRUCTURE TO AN EXISTING 2-CAR GARAGE OF A
SINGLE-FAMILY RESIDENCE ON AN EXISTING LOT ('R-3' SINGLE
FAMILY RESIDENTIAL) . SCOPE ADDS 230 SF (UNDER ROOF) OF
NEW AREA.
PROJECT ADDRESS:
THE JAY BROWN RESIDENCE
18498 E. WAXWING DRIVE
RIO VERDE, ARIZONA 85263
A.P.N.: 219-14-010
ZONING: R-4
OCCUPANCY: 'R' - ACCESSORY GARAGE, NON-SPRINKLERED
CONSTRUCTION TYPE: 'V-N'
SINGLE STORY
OWNER: JAY & DEBRA BROWN
18498 E. WAXWING DRIVE
RIO VERDE, ARIZONA 85263
EXISTING HOME LIVABLE:
EXISTING COVERED FRONT PORCH:
EXISTING GARAGES
EXISTING REAR COVERED PATIO
NEW 1-CAR ATTACHED GARAGE
AREA SUMMARY:
EXISTING RESIDENCE:
THIS PROJECT:
TOTAL EXISTING FOOTPRINT:
EXIST'G GROSS LOT AREA:
15,147. SF
TOTAL NEW FOOTPRINT AREA:
NEW LOT COVERAGE:
27.6%
NORTH
SHEET NO.
DATE:
ISSUED FOR:
R.F.
05/02/2025
A r i z o n a H o m e P l a n n i n g
A s s o c i a t e s
Professional Design and Drawing Consultants
Scottsdale, Arizona
Phone: (602) 908-4537 Email: RussFerris@gmail.com
APAH
www.AHPA.design.officelive.com
1
20-007
A.P.N.: 219-14-010
# BLDR2501698
GARAGE ADDITION TO EXISTING HOME
THE JAY BROWN RESIDENCE
18948 EAST WAXWING DRIVE
RIO VERDE, ARIZONA 85263
DESIGN
MC REVS 1 04/08/2025
MC REVS 2 05/02/2025
2
2,806. SF
804. SF
450. SF
128. SF
4,188. S.F.
+230. S.F.
4,418. S.F.
(UNCONDITIONED)
1

GENERAL ARCHITECTURAL & MATERIAL NOTES
MATERIAL SPECIFICATIONS:
1 CONCRETE:
DESIGNS BASED ON 2000 PSI, HOWEVER PROJECT MUST BE SPECIFIED MIX STRENGTH AS SHOWN BELOW.
MINIMUM 28 DAY CONCRETE COMPRESSIVE STRENGTH AS FOLLOWS:
SLAB ON GRADE - 3000 PSI
FOUNDATIONS - 2500 PSI
ALL PROCEDURES, PLACEMENT, FORMWORK, ETC., SHALL CONFORM WITH THE LATEST ACI STANDARDS.
MECHANICALLY VIBRATE ALL CONCRETE WHEN PLACED, EXCEPT THE SLABS ON GRADE NEED BE VIBRATED ONLY
AROUND UNDER-FLOOR DUCTS, ETC.. MAXIMUM SLUMP SHALL BE 3 1
2 TO 5 INCHES. ALL CONCRETE SLABS ON GRADE
SHALL BE BOUNDED BY CONSTRUCTION JOINTS (KEYED OR SAW CUT) SUCH THAT THE ENCLOSED AREA DOES NOT
EXCEED 400 SQUARE FEET. KEYED CONSTRUCTION JOINTS NEED ONLY OCCIR AT EXPOSED EDGES DURING POURING.
ALL OTHER JOINTS MAY BE SAW CUT OR MAY USE "ZIP-STRIPS".
2. CONCRETE REINFORCING:
ASTM A614 (FY= 60,000 PSI) DEFORMED BARS FOR ALL BARS #6 OR LARGER
ASTM A615 (FY= 40,000 PSI) DEFORMED BARS FOR ALL BARS #5 OR SMALLER
ASTM A82 FOR WIRE
NO TACK WELDING REINFORCING BARS ALLOWED WITHOUT PRIOR REVIEW OF PROCEDURE WITH STRUCTURAL
ENGINEER. LATEST AIC CODE AND DETAILING MANUAL SHALL APPLY.
CLEAR CONCRETE COVERAGES:
CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH - 3 INCHES
EXPOSED TO EARTH OR WEATHER:
#6 AND LARGER - 2 INCHES
#5 AND SMALLER - 1 2
2 INCHES
ALL OTHERS SHALL BE AS PER LATEST EDITION OF ACI 318.
UNLESS OTHERWISE NOTED, LAP SPLICES IN CONCRETE SHALL BE CLASS "B" TENSION. LAP SPLICES 40 DIAMETER
MINIMUM. STAGGER ALTERNATE SPLICES WITH A MINIMUM OF ONE LAP LENGTH. ALL SPLICE LOCATIONS SUBJECT TO
APPROVAL. PROVIDE BENT CORNER BARS AT CORNERS AND INTERSECTIONS OF FOOTINGS AND WALLS. REINFORCING
BAR SPACING GIVEN ARE MAXIMUM ON VERTICAL REINFORCING TO FOUNDATION. SECURELY TIE ALL BARS IN
LOCATION BEFORE CONCRETE PLACEMENT.
3. MASONRY:
HOLLOW CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90, GRADE N, TYPE 1, F'M= 1350 PSI, RUNNING BOND,
MORTAR TYPE S, 1800 PSI. ROD GROUT IN VERTICAL SPACES IMMEDIATELY AFTER POURING, AND AGAIN ABOUT 5
MINUTES LATER. PROVIDE CLEAN IF GROUT LIFTS EXCEED 48 INCHES IN BLOCK WALLS. MAXIMUM GROUT LIFT SHALL
BE 96 INCHES UNLESS OTHERWISE NOTED ON PLANS. PLACE CONTROL JOINTS IN MASONRY WALLS SUCH THAT NO
STRAIGHT RUN OF WALL EXCEEDS 24 FEET. ALL EXTERIOR WALLS AND BEARING WALLS SHALL HAVE #4 VERTICAL BARS
AT 48 INCHES O.C. (MAX), AT WALL CORNERS, WALL INTERSECTIONS, BEAM BEARINGS AND EACH SIDE OF EACH
MASONRY OPENING AND CONTROL JOINT UNLESS NOTED OTHERWISE.
VERTICAL REINFORCING SHALL BE IN CENTER OF GROUT AT CENTER OF WALL. TIE AT 96 INCHES VERTICALLY, WITH
SINGLE WIRE LOOP BY A.A. PRODUCTS COMPANY. LAP SPLICES SHALL BE 48 BAR DIAMETER. DOWEL ALL VERTICAL
REINFORCING TO FOUNDATION WITH DOWELS TO MATCH VERTICAL WALL OR COLUMN REINFORCING.
ALL WALLS SHALL HAVE A MINIMUM 8 INCH DEEP GROUTED CONTINUOUS BOND BEAM WITH TWO #4 BARS AT ROOF AND
ELEVATED FLOOR LINES, ONE #4 AT TOP OF A PARAPET. BOND BEAM REINFORCEMENT SHALL BE CONTINUOUS
THROUGH CONTROL JOINTS. WRAP BARS WITH MASTIC TAPE FOR 18 INCHES EACH SIDE OF CONTROL JOINTS.
PROVIDE BENT BARS AT WALL CORNERS AND WALL INTERSECTIONS TO MAINTAIN BONDBEAM CONTINUITY. STAGGER
ALTERNATE SPLICES A MINIMUM OF 40 BAR DIAMETERS.
4. STRUCTURAL STEEL:
STRUCTURAL STEEL SHALL BE FABRICATED, DETAILED AND ERECTED IN ACCORDANCE WITH AISC SPECIFICATIONS (OF
LATEST ADOPTION) FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL; STEEL FOR BUILDIGS.
ALL STRUCTURAL STEEL MEMBERS SHALL BE ASTM A36 (FY= 36 KSI), EXCEPT ALL PIPE STEEL SHALL BE ASTM A501 OR
ASTM A53 E OR S, GRADE B. ALL TUBULAR STEEL SHALL BE ASTM A500 GRADE B (FY= 46 KSI).
ALL BOLTS SHALL BE ASTM A307 UNLESS OTHERWISE NOTED. BOLTED CONNECTIONS SHALL BE AS DETAILED ON
DRAWINGS AND SHALL CONFORM TO AISC STANDARD BOLTED CONNECTIONS WITH MAXIMUM NUMBER OF 3
4 INCH
DIAMETER A307 BOLTS. SEE FRAMED BEAM CONNECTIONS TABLES I, II, III OR IV OF AISC MANUAL OF STEEL
CONSTRUCTION. ALL BOLTS, ANCHOR BOLTS, EXPANSION BOLTS, ETC., SHALL BE INSTALLED WITH STEEL WASHERS.
EXPANSION BOLTS SHALL HAVE AN ICBO RATING FOR THE MATERIAL INTO WHICH INSTALLATION TAKES PLACE. NO
SLOTTED HOLES SHALL BE PERMITTED AT STEEL CONNECTIONS UNLESS APPROVED BY ENGINEER. WHERE BOLT
HOLES IN STEEL MEMBERS ARE ENLARGED TO MORE THAN 1
16 INCH DIAMETER OVERSIZE AT BOLTED CONNECTIONS OR
AT ANCHOR BOLTS IN MASONRY, PROVIDE 3
16 INCH X 2 1
2 INCH X 2 1
2 INCH PLATE WASHERS WITH PROPER DIAMTER HOLE.
PLATE WASHERS SHALL BE WELDED TO STEEL MEMBERS WITH A 1
8 INCH FILLET WELD ALL AROUND.
ALL WELDING SHALL BE IN ACCORDANCE WITH AWS REQUIREMENTS AND ONLY WITH THE APPROVAL OF THE ENGINEER.
WHERE SIZE OF WELD IS NOT SPECIFIED, IT SHALL DEVELOP FULL STRENGTH OF MEMBER AND CONNECTION. NO
SPLICES OF BEAMS OR COLUMNS SHALL BE MADE OTHER THAN THOSE DETAILED ON THE PLANS UNLESS SHOWN ON
SHOP DRAWINGS AND APPROVED BY ENGINEER.
WHERE A WELDED SPLICE IS FABRICATED IN A MEMBER OTHER THAN THOSE DETAILED, THE FABRICATOR SHALL HAVE
THE SPLICE CONNECTION TESTED USING ONE OF THE FOLLOWING METHODS:
MAGNETIC PARTICLE, RADIOGRAPHIC, OR ULTRASONIC. THE TESTING SHALL BE CONDUCTED BY AN INDEPENDENT
TESTING LABORATORY AND A WRITTEN REPORT SUBMITTED. THE COST INCURRED FOR TESTING SHALL BE BORN BY
THE FABRICATOR.
ALL WELDING SHALL BE DONE BY WELDERS HOLDING VALID CERTIFICATIONS AND HAVING CURRENT EXPERIENCE IN
THE TYPE OF WELDING SHOWN ON THE DRAWINGS OR NOTES. CERTIFICATIONS SHALL BE THOSE ISSUED BY AN
ACCEPTED TESING AGENCY. ALL WELDING DONE BY E70 SERIES LOW HYDROGEN RODS. ALL WELDS ON DRAWINGS
ARE SHOWN AS SHOP WELDS. SHOP WELDS OR FILLET WELDS SHALL BE SHOWN ON SHOP DRAWINGS.
STRUCTURAL STEEL SHALL BE PRIMED.
FABRICATOR SHALL SUBMIT SHOP DRAWINGS FOR APPROVAL PRIOR TO FABRICATION.
GROUT UNDER BEAM BEARING PLATES AND COLUMN BASE PLATES SHALL BE F'C= 4000 PSI.
5. SAWN LUMBER:
FRAMING LUMBER SHALL COMPLY WITH THE LATEST EDITION OF THE GRADING RULES OF THE WESTERN WOOD
PRODUCTS ASSOCIATION OE WEST COAST LUMBER INSPECTION AGENCY.
ALL LUMBER SHALL BEAR AN APPROVED GRADING STAMP.
FRAMING LUMBER - DOUGLAS FIR LARCH #2
STUDS (2X4 AND 2X6) - HEM FIR #2
4X BEAMS AND POSTS - DOUGLAS FIR LARCH #2
6X BEAMS AND POSTS - DOUGLAS FIR LARCH #1
THE ABOVE APPLIES UNLESS OTHERWISE NOTED ON DRAWINGS.
6. GLUE-LAMINATED BEAMS:
"GLU-LAM" BEAMS SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES: FB= 2400 PSI, FV= 165 PSI, FC (PERP.)= 450 PSI.
(COMB SYM. 24FV$), E= 1,800,000 PSI. BEAMS CANTILEVERED OVER SUPPORTS SHALL HAVE THE SPECIFIED MINIMUM
PROPERTIES TOP AND BOTTOM. (COMB. SYM. 24FV8). ALL BEAMS SHALL BE FABRICATED USING WATERPROOF GLUE.
FABRICATION AND HANDLING SHALL BE AS PER LATEST AITS AND WCLA STANDARDS.
BEAMS SHALL BEAR AITC STAMP AND CERTIFICATE AND GRADE STAMP.
CAMBER SHALL BE AS SPECIFIED ON DRAWINGS.
7. PLYWOOD AND OSB:
WOOD TRUSSES SHALL BE C-D INTERIOR SHEATHING WITH EXTERIOR GLUE AND SHALL BEAR THE STAMP OF AN
APPROVED TESTING AGENCY. LAY UP FLOOR AND ROOF WITH THE FACE OF GRAIN PERPENDICULAR WITH THE
SUPPORTS, STAGGER JOINTS. ALL NAILING SHALL BE WITH COMMON NAILS.
ALL PLYWOOD SHALL BE OF THE FOLLOWING THICKNESS AND SPAN/INDEX RATIO (UNLESS OTHERWISE NOTED):
USE THICKNESS SPAN/INDEX RATIO
ROOF 1
2 INCH 32 / 16
FLOOR 3
4 INCH 48 / 24
WALL 3
8 INCH 32 / 16
NAILING:
ROOF EDGE - 8D AT 6 INCHES O.C., FIELD 8D AT 12 INCHES O.C.
FLOOR EDGE - 10D AT 6 INCHES O.C., FIELD 10D AT 10 INCHES O.C.
WALL EDGE - 8D AT 6 INCHES O.C., FIELD 8D AT 12 INCHES O.C.
ICBO APPROVED OSB MAY BE USED IN LIEU OF PLYWOOD. ALL OSB SHALL CONFORM TO NER-108.
CALCULATIONS AND SHOP DRAWINGS SHALL SHOW ANY SPECIAL DETAILS AT THE BEARING POSTS.
8. WOOD TRUSSES:
WOOD TRUSSES SHALL BE MANUFACTURED BY A CITY/TOWN APPROVED FABRICATOR. TRUSSES SHALL CONFORM TO
ALL REQUIREMENTS AS LISTED WITH LOCALLY ADOPTED CODES, AND WITH THE PLATE CONNECTOR REPORT NUMBER.
THE TRUSS MANUFACTURER SHALL PROVIDE SHOP DRAWINGS COMPLETE WITH STRESS ANALYSIS, STRESS DIAGRAMS,
AND PLACING DRAWINGS. SHOP DRAWINGS SHALL BE REVIEWED BY THE STRUCTURAL ENGINEER AND APPROVED
PRIOR TO FABRICATION OF MEMBERS. INCOMPLETE DRAWINGS SHALL BE REJECTED.
ALL TRUSSES SHALL BE DESIGNED TO SUPPORT DEAD, LIVE, AND LATERAL LOADS AS SPECIFIED IN THE DESIGN LOAD
NOTES HEREIN. ANY ADDITIONAL LOADS RESULTING FROM MECHANICAL EQUIPMENT, PIPING AND ARCHITECTURAL
FEATURES WHICH MUST BE SUPPORTED BY THE TRUSSES SHALL BE INCORPORATED INTO THE DESIGN.
CALCULATIONS SUBMITTED SHALL CLEARLY INDICATE ALL DESIGN LOAD CONDITIONS. SEE FRAMING PLAN FOR SIZE
AND LOCATIONS. CALCULATIONS SHALL BE STAMPED BY AN ENGINEER REGISTERED IN THE STATE OF ARIZONA.
NOTE THAT MECHANICAL LOADS SHOWN MAY BE RELOCATED TO OTHER POSITIONS AFTER ROOF IS CONSTRUCTED.
PROPER BRACING DURING CONSTRUCTION TO BE SOLELY THE RESPONSIBILITY OF THE CONTRACTOR, AND WILL NOT
BE REVIEWED BY THE ARCHITECT OR STRUCTURAL ENGINEER.
CALCULATIONS AND SHOP DRAWINGS SHALL SHOW ANY SPECIAL DETAILS AT THE BEARING POSTS.
PRODUCT TESTING & REPORT REFERENCES:
1. ALL APPLICABLE PRODUCTS LISTED BY ICBO/NER NUMBERS SHALL BE INSTALLED AS PER THE
REPORT AND MANUFACTURER'S WRITTEN INSTRUCTIONS. PRODUCT SUBSTITUTION FOR
PRODUCTS LISTED SHALL ALSO HAVE ICBO APPROVED EVALUATION REPORT OR BE APPROVED
AND LISTED BY OTHER NATIONALLY RECOGNIZED TESTING AGENCY.
GENERAL/SPECIAL CONDITIONS:
1. COMPLETE SETS OF DOCUMENTS SHALL BE USED IN PREPARING BIDS. NEITHER THE OWNER NOR THE ARCHITECT ASSUME ANY RESPONSIBILITY FOR ERRORS OR
MISINTERPRETATIONS RESULTING FROM THE USE OF INCOMPLETE SETS OF DOCUMENTS.
2. BEFORE SUBMITTING A WORK PROPOSAL, BIDDERS SHALL CAREFULLY EXAMINE THE DRAWINGS, AND ANY PROJECT MANUAL, VISIT THE SITE OF WORK, AND FULLY INFORM
THEMSELVES AS TO ALL OF THE EXISTING CONDITIONS AND LIMITATIONS, AND SHALL INCLUDE THOSE RESULTS IN THE CONTRACT, SHALL NOT BE ALLOWED ANY EXTRA
COMPENSATION BY REASON OF ANY MATTER OR THING, CONCERNING WHICH SUCH BIDDER MIGHT HAVE FULLY INFORMED HIMSELF OF, PRIOR TO HIS BIDDING.
3. SHOULD A BIDDER FIND ANY AMBIGUITY, INCONSISTENCY OR ERROR IN THE DRAWINGS AND/OR PROJECT MANUAL, OR SHOULD HE BE IN DOUBT AS TO THEIR MEANING, HE
SHALL NOTIFY THE ARCHITECT IN WRITING, IMMEDIATELY. THE ARCHITECT WILL ISSUE A WRITTEN ADDENDUM. NEITHER OWNER NOR ARCHITECT SHALL BE RESPONSIBLE FOR
ORAL INSTRUCTIONS, OR INFORMATION. ANY ADDENDA ISSUED BY THE ARCHITECT, DURING THE TIME OF BIDDING, ARE TO BE INCLUDED IN THE PROPOSAL, AND IN CLOSING THE
CONTRACT, THEY WILL BECOME A PART THEREOF. ACKNOWLEDGE RECEIPT OF THE ADDENDA ON THE PROPOSAL FORM.
4. CONTRACTOR SHALL COMPLY WITH, AND REQUIRE ALL SUBCONTRACTORS TO COMPLY WITH, ALL STATE, CITY AND ANY APPLICABLE REGIONAL CONTRACTORS LICENSE LAWS,
AND BE DULY REGISTERED AND LICENSED THEREUNDER.
5. THE FOLLOWING SUPPLEMENTS. MODIFIES, DELETES AND/OR ADDS TO THE A.I.A. GENERAL CONDITIONS, A-201:
A). IF THE CONTRACTOR OBSERVES ANY ERRORS, DISCREPANCIES, OR OMISSIONS IN THE CONTRACT DOCUMENTS, HE SHALL PROMPTLY NOTIFY THE ARCHITECT, REQUESTING
CLARIFICATION. IF THE CONTRACTOR PROCEDES WITH WORK AFFECTED BY SUCH ERRORS, DISCREPANCIES OR OMISSIONS WITHOUT RECEIVING SUCH CLARIFICATION, HE DOES
SO AT HIS OWN RISK. ANY ADJUSTMENTS INVOLVING SUCH CIRCUMSTANCES MADE BY THE CONTRACTOR, PRIOR TO THE APPROVAL OF THE ARCHITECT, SHALL BE AT THE
CONTRACTOR'S OWN RISK, AND THE SETTLEMENT OF ANY COMPLICATIONS OR DISPUTES ARISING THEREFROM, SHALL BE AT THE CONTRACTOR'S SOLE EXPENSE.
B). IN GENERAL, THE DRAWINGS INDICATE DIMENSIONS, POSITIONS AND DETAILS OF CONSTRUCTION. THE SPECIFICATIONS DESCRIBE QUALITIES OF MATERIALS AND METHODS OF
WORKMANSHIP. ALL WORK DESCRIBED IN THE SPECIFICATIONS, SHOWN ON THE DRAWINGS, AND ALL WORK DEPENDANT UPON OR NECESSARY, SHALL BE EXECUTED IN A
WORKMANLIKE MANNER, AND SHALL BE OF THE MATERIALS BEST ADAPTED TO THE PURPOSE WHERE SUCH WORK OR MATERIALS ARE NOT SPECIFICALLY MENTIONED.
C). ALL WORK AND MATERIALS SHALL BE OF THE BEST OF THE RESPECTIVE KINDS SPECIFIED AS INDICATED. SHOULD ANY WORKMANSHIP OR MATERIALS BE REQUIRED WHICH
ARE NOT DIRECTLY OR INDIRECTLY CALLED FOR IN THE SPECIFICATIONS AND/OR SHOWN ON THE DRAWINGS, BUT WHICH ARE NECESSARY FOR PROPER FULFILLMENT OF THE
OBVIOUS INTENT THEREOF, SAID WORKMANSHIP OR MATERIALS SHALL BE THE SAME AS SIMILAR PARTS THAT ARE DETAILED, INDICATED OR SPECIFIED, AND THE CONTRACTOR
SHALL UNDERSTAND THE SAME TO BE IMPLIED, AND PROVIDE FOR IT IN HIS PROPOSAL AS FULLY AS IF IT WERE PARTICULARLY DESCRIBED OR DELINEATED.
D). THE USE OF THE CONTRACT DOCUMENTS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. PUBLICATION THEREOF IS EXPRESSLY LIMITED TO
SUCH USE. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR PART, IS PROHIBITED. TITLE TO THE CONTRACT DOCUMENTS REMAINS WITH THE ARCHITECT,
WITHOUT PREJUDICE. VISUAL CONTACT WITH THE CONTRACT DOCUMENTS SHALL CONSTITUTE 'PRIMA VACIE' EVIDENCE OF THE ACCEPTANCE OF THESE RESTRICTIONS.
E). THE CONTRACTOR SHALL ALSO COMPARE ALL CONDITIONS AT THE SITE WITH THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL NOTIFY THE OWNER AND ARCHITECT, IN
WRITING AT OR BEFORE THE TIME OF SUBMITTING HIS PROPOSAL, OF ANY DISCREPANCIES BETWEEN THE CONTRACT DOCUMENTS AND THE EXISTING CONDITIONS AT THE SITE,
AND HE SHALL MAKE HIS PROPOSAL CONFORM TO THE INTENT OF THE CONTRACT DOCUMENTS, WITHOUT ADDITIONAL COST TO THE OWNER.
F). MEASUREMENTS: BEFORE ORDERING ANY MATERIALS OR STARTING ANY WORK WHICH MAY BE AFFECTED BY THE ADJACENT OR CONNECTED WORK OF OTHERS, THE
CONTRACTOR SHALL VERIFY ALL MEASUREMENTS AT THE BUILDING AND BE RESPONSIBLE FOR THE CORRECTNESS OF THESE MEASUREMENTS.
G). PERMITS: THE CONTRACTOR SHALL PROCURE AND PAY FOR ALL NECESSARY PERMITS.
H). TAXES: THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PAYMENT OF ALL SALES, EXCISE AND OTHER TAXES LEVIED ON ALL ITEMS CONCERNED WITH THIS CONTRACT.
I). TEMPORARY UTILITIES: THE CONTRACTOR SHALL FURNISH AND PAY FOR ALL TEMPORAY LIGHT, POWER AND WATER CONNECTIONS IF THEY ARE NOT AVAILABLE ON THE SITE.
J). CLEAN-UP: DURING THE PROGRESS, AND UPON COMPLETION OF THE WORK, ALL SURPLUS MATERIALS, RUBBISH AND DEBRIS RESULTING FROM THESE OPERATIONS SHALL BE
REMOVED AND THE SITE LEFT IN A NEAT, CLEAN AND ACCEPTABLE CONDITION.
K). PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURES DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO BRACING AND
SHORING FOR LOADS IMPOSED DURING CONSTRUCTION, ETC..
L). OPTIONS ARE GIVEN FOR THE CONTRACTOR'S CONVENIENCE. HE SHALL BE RESPONSIBLE FOR ALL CHANGES NECESSARY IF HE CHOOSES AN OPTION AND SHALL
COORDINATE ALL DETAILS.
6. ANY ENGINEERING DESIGN PROVIDED BY OTHERS AND SUBMITTED FOR REVIEW SHALL BEAR THE SEAL AND SIGNATURE OF AN ENGINEER REGISTERED IN THE STATE OF
ARIZONA.
7. DETAILS ON STRUCTURAL DRAWINGS ARE TYPICAL. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER ANY GENERAL NOTES AND TYPICAL DETAILS.
8. A HOUSE NUMBER SHALL BE DISPLAYED IN A PROMINENT MANNER SO IT IS REASONABLY VISIBILE TO EMERGENCY VEHICLES TO LOCATE THE RESIDENCE. MATERIAL,
LOCATION AND MOUNTING HEIGHT PER OWNER, INSTALL PRIOR TO FINAL INSPECTION. PREMISES IDENTIFICATION SHALL BE LEGIBLE FROM THE STREET DURING AND AFTER
CONSTRUCTION.
9. DRAWINGS SHALL NOT BE SCALED. IF THERE IS A QUESTION REGARDING A DIMENSION, THEY SHOULD CONTACT THE ARCHITECT / DESIGNER. IMMEDIATELY, AND PRIOR TO ANY
WORK THAT WILL BE BASED UPON SUCH DIMENSIONS.
10. MISCELLANEOUS SITE STRUCTURES, SWIMMING POOLS, SPAS, FENCES (INCLUDING RETAINING WALLS) AND GAS STORAGE TANKS MAY REQUIRE SEPERATE PERMITS.
11. CONSTRUCTION NOT SPECIFICALLY INDICATED ON THE PLANS SHALL BE IN ACCORDANCE WITH THE MINIMUM REQUIREMENTS AS SET FORTH IN THE CONTROLING BUILDING
CODE (CURRENT ADOPTED EDITION), MOST RECENT REVISIONS AND UPDATES, OR CITY CODE AS APPLICABLE.
12. THE MOST STRINGENT REQUIREMENTS ARE TO BE APPLIED IN THE EVENT OF ANY CONFLICTING ITEMS ON THE DRAWINGS, GENERAL NOTES OR SPECIFICATIONS. THESE
NOTES ARE PROVIDED ONLY AS MINIMUM ACCEPTABLE GUIDELINES FOR CODE PURPOSES AND ARE SUBJECT TO MORE STRINGENT REQUIREMENTS AS REQUIRED BY DRAWINGS
OR CONTRACTOR.
13. WHERE REFERENCE IS MADE TO VARIOUS TEST STANDARDS FOR ITEMS OR MATERIALS, SUCH STANDARDS SHALL BE THE LATEST EDITIONS AND/OR ADDENDA.
14. ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR ARCHITECTURAL, MECHANICAL, PLUMBING OR ELECTRICAL WITH APPROPRIATE TRADES, DRAWINGS AND SUPPLIERS
PRIOR TO CONSTRUCTION.
15. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED CONSTRUCTION. LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT.
16. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL STRUCTURAL NOTES AND TYPICAL DETAILS. WHERE NO DETAILS ARE SHOWN, CONSTRUCTION
SHALL CONFORM TO SIMILAR WORK ON THE PROJECT.
17. TYPICAL DETAILS MAY NOT BE NECESSARILY CUT ON PLANS, BUT APPLY UNLESS OTHERWISE NOTED.
18. THE DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE
ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. OBSERVATION VISITS TO THE SITE BY THE ARCHITECT OR ENGINEER SHALL NOT INCLUDE
INSPECTION OF THE ABOVE ITEMS, NOR WILL THEY BE RESPONSIBLE FOR THE CONTRACTOR'S MEANS, METHODS, TECHNIQUES OR SEQUENCES FOR PROCEDURE OF
CONSTRUCTION OR THE SAFETY PRECAUTIONS AND PROGRAMS INCIDENT THERETO.
PLUMBING NOTES:
1. SOLDERS AND FLUX HAVING A LEAD CONTENT IN EXCESS OF TWO-TENTHS OF ONE PERCENT SHALL NOT BE USED IN THE INSTALLATION OR REPAIR OF ANY PLUMBING IN
RESIDENTIAL FACILITIES PROVIDING WATER FOR HUMAN CONSUMPTION WHICH ARE CONNECTED TO PUBLIC WATER SYSTEMS.
2. PLUMBING FIXTURES SHALL BE AS FOLLOWS:
WATER CLOSETS: USE 1.6 GALLONS/FLUSH (MAX)
SHOWER HEADS: USE 2.75 GALLONS/MINUTE (MAX)
BATH SINK FAUCETS: USE 3 GALLONS/MINUTE (MAX)
HOT WATER SHALL BE TO THE LEFT AT ALL FAUCETS.
3. ABC OR PVC USED IN DRAIN, WASTE AND VENT SYSTEM SHALL BE SCHEDULE-40.
4. COPPER TUBING USED IN WATER PIPING SHALL BE TYPE "M" IN ALL AREAS IN DWELLING ABOVE SLAB.
5. COPPER TUBING USED IN WATER PIPING BELOW FLOOR SLAB SHALL BE TYPE "L" AND INSTALLED WITHOUT JOINTS.
6. TEMPERATURE AND PRESSURE RELIEF VALVE DRAIN LINE SHALL BE FULL SIZE STEEL PIPE OR HARD-DRAWN COPPER TUBING EXTENDING TO THE EXTERIOR OF THE BUILDING AND
TERMINATING IN A DOWNWARD POSITION NOT MORE THAN 2 FEET ABOVE GRADE NOR LESS THAN 6" ABOVE GRADE. LINE SHALL SLOPE AND BE SUPPORTED AT 32 INCHES O.C.
MAXIMUM.
7. SEAL AROUND ALL PIPES PASSING THROUGH CONCRETE FLOOR SLABS.
8. PROVIDE ALL HOSE BIBBS WITH BACKFLOW PREVENTER.
9. ALL DISHWASHERS SHALL HAVE AIR GAPS INSTALLED.
10. WASHER/DRYER ORIENTATION: IF PLAN IS TO BE BUILT 'IN REVERSE', FLIP WASHER AND DRYER LOCATIONS WHEN SIDE-BY-SIDE.
11. FIXTURES SHALL BE MARKED AS TO THE FLOW RATE OR WITH A VARIABLE MODEL NUMBER AT THE TIME OF INSPECTION.
12. AT MECHANICAL EQUIPMENT WITH CONDENSATE WASTE, INSTALL A WATER-TIGHT PAN OF CORROSION RESISTANT MATERIALS WITH A 3/4 INCH DIAMETER LINE TO AN APPROVED
DISCHARGE LOCATION FOR ANY CONDENSATE OVERFLOW AND/OR LEAKS.
13. NO GAS PIPING SHALL BE INSTALLED IN OR ON THE GROUND, UNDER ANY BUILDING OR STRUCTURE AND BE IN ACCORDANCE WITH LOCALLY ADOPTED CODES, TYPICALLY.
GLASS BLOCK PANELS (IF USED):
1. GLASS BLOCK PANELS SHALL HAVE A MINIMUM 3 INCH THICKNESS AT THE MORTAR JOINT. MORTARED SURFACES OF
BLOCKS SHALL BE TREATED FOR MORTAR BONDING.
2. GLASS BLOCKS SHALL BE LAID IN TYPE N MORTAR. MORTAR SHALL HAVE 750 PSI MINIMUM 28 DAY COMPRESSIVE
STRENGTH (AS PER LOCALLY ADOPTED CODE.).
3. BOTH VERTICAL AND HORIZONTAL MORTAR JOINTS SHALL BE AT LEAST 1
4 INCH AND NOT MORE THAN 3
8 INCH THICK
AND SHALL BE COMPLETELY FILLED.
4. GLASS BLOCK PANELS SHALL HAVE REINFORCEMENT IN THE HORIZONTAL MORTAR JOINTS THAT ARE IMMEDIATELY
BELOW THE HIGHEST COURSE AND IMMEDIATELY ABOVE THE LOWEST COURSE OF THE GLASS PANEL AREA AS WELL AS
IMMEDIATELY ABOVE AND BELOW ANY OPENINGS WITHIN A PANEL. REINFORCEMENT SHALL BE CONTINUOUS 2X8
LADDER TYPE GALVANIZED 9 GAUGE HORIZONTAL JOINT REINFORCEMENT. REINFORCEMENT SHALL BE FROM END TO
END OF MORTAR JOINTS, BUT NOT ACROSS EXPANSION JOINTS, WITH JOINTS SPLICED BY LAPPING THE REINFORCEMENT
NOT LESS THAN 6 INCHES.
5. EXTERIOR GLASS BLOCK PANELS SHALL BE PROVIDED WITH 1
2 INCH EXPANSION JOINTS AT THE SIDES AND TOP.
6. EXPANSION JOINTS SHALL BE ENTIRELY FREE OF MORTAR AND SHALL BE FILLED WITH RESILIENT MATERIAL.
7. GLASS BLOCK PANELS SHALL NOT BE USED AS LOAD BEARING MEMBERS.
FACTORY-BUILT/PREFABRICATED FIREPLACES
1. FACTORY BUILT FIREPLACE UNITS SHALL BE CERTIFIED BY A CURRENTLY APPROVED ICBO TESTING LABORATORY FOR CONFORMANCE WITH UNDERWRITERS LABORATORIES
INC'S TESTING STANDARD NUMBER 127 (UL 127) AND/OR HAVE AN ACTIVE ICBO/NER EVALUATION REPORT. USE "HEAT-N-GLO" B-VENT MODEL# 6000GBV", GAS (ANSI#
Z-21-50-2002), w/ APPROVED PERMANANT GAS LOG SET -U.N.O. ON PLANS.
2. FACTORY BUILT FIREPLACES SHALL BE INSTALLED IN ACCORDANCE WITH THE TERMS OF THEIR LISTINGS, THEIR EVALUATION REPORTS AND THE MANUFACTURER'S WRITTEN
INSTRUCTIONS.
3. HEARTH EXTENSIONS SHALL HAVE THE MINIMUM DIMENSIONAL REQUIREMENTS AS SHOWN IN THE MANUFACTURER'S WRITTEN INSTALLATION MANUAL CENTERED ABOUT
THE PREFABRICATED FIREBOX OPENING.
4. HEARTH EXTENSIONS SHALL HAVE THEIR DECORATIVE NON-COMBUSTIBLE FINISH MATERIALS (IE: TILE, STONE, MASONRY, ET,) INSTALLED OVER A THERMAL RESISTIVE
BARRIER WHICH COMPLIES WITH THE MANUFACTURER'S WRITTEN INSTALLATION MANUAL.
5. ALL CONSTRUCTION PROJECTING OUT BEYOND THE FACE OF THE PREFABRICATED FIREBOX OPENING AND/OR WITHIN 12 INCHES OF THE PREFABRICATED FIREBOX OPENING
SHALL BE OF NONCOMBUSTIBLE MATERIALS AND IN CONFORMANCE WITH THE MANUFACTURER'S WRITTEN INSTALLATION MANUAL.
6. WHEN GAS IS INSTALLED TO UNITS, PROVIDE AMERICAN GAS ASSOCIATION (AGA) LISTED AND APPROVED SAFETY SHUT OFF VALVES AND/OR GAS LOGS.
7. DAMPERS SHALL BE WELDED OPEN 1 INCH OR PROVIDED WITH 3 INCH DIAMETER HOLES.
8. PROVIDE A CHIMNEY SPARK ARRESTOR COMPYING WITH LOCALLY ADOPTED CODES. THE NET FREE AREA OF THE ARRESTOR SHALL BE NOT LESS THAN FOUR TIMES THE
NET FREE AREA OF THE OUTLET OF THE CHIMNEY. THE SPARK ARRESTOR SCREEN SHALL HAVE HEAT AND CORROSION RESISTANCE EQUIVALENT TO 12 GUAGE WIRE, 19 GAUGE
GALVANIZED WIRE OR 24 GUAGE STAINLESS STEEL. OPENINGS SHALL NOT PERMIT THE PASSAGE OF SPHERES HAVING A DIAMETER GREATER THAN 1
2 INCH AND SHALL NOT
BLOCK THE PASSAGE OF SPHERES HAVING A DIAMETER OF LESS THAN 3
8 INCH.
9. HEARTH EXTENSIONS SHALL BE 38 INCH THICK (MINIMUM) APPROVED NONCOMBUSTIBLE MATERIAL.
10. GAS FIREPLACES SHALL BE EQUIPPED WITH OUTSIDE COMBUSTION AIR WHEN LOCATED IN BEDROOMS.
SITE/FOUNDATIONS:
1. ALL FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED SOIL WITH AN ASSUMED BEARING PRESSURE OF 1500 POUNDS PER SQUARE FOOT AT 18 INCHES BELOW EXISTING NATURAL
GRADE OR ENGINEER CERTIFIED COMPACTED FILL.
2. FINISH GRADE SHALL SLOPE 5% FOR A DISTANCE OF 10 FEET TO AN APPROVED WATER DISPOSAL EREA.
3. ALL BACKFILL UNDER AND WITHIN 5 FEET OF ALL BUILDINGS SHALL BE COMPACTED TO A MINIMUM OF 90% OF MAXIMUM DENSITY. BACKFILL DIRECTLY BENEATH FOOTINGS AND
WITHIN 2 FEET OF EACH SIDE SHALL BE COMPACTED TO A MAXIMUM DENSITY OF 95% OF MAXIMUM DENSITY.
4. IF ANY UNSTABLE OR COLLAPSIBLE OR OTHERWISE POOR SOILS CONDITION ARE DISCOVERED DURING EXCAVATION, A SOILS ENGINEER SHALL BE NOTIFIED IMMEDIATELY FOR A
SOILS STUDY.
5. STRIP AND REMOVE ANY EXISTING DEBRIS OR RUBBLE, ALL EXISTING FILL ZONES OR STOCKPILES AND ANY OBVIOUSLY LOOSE SURFACE SOILS.
6. NO EARTH FILL WILL BE PERMITTED UNDER SLABS.
7. BACKFILL EXCAVATION AS WORK PERMITS, AFTER CONCRETE FOUNDATION WALLS HAVE ATTAINED ITS 14 DAY STRENGTH.
8. ALL FILL UNDER SLABS SHALL BE ABC OR CRUSHED GRAVEL CONTAINING A MAXIMUM OF 5% SILT WITH A MAXIMUM AGGREGATE SIZE OF 1 1
2 INCHES.
9. SURFACE FILLS MAY BE CONSTRUCTED WITH ON SITE NATIVE SOILS PROVIDED THEY ARE PLACED AND MAINTAINED AT MOISTURE CONTENTS BETWEEN OPTIMUM AND OPTIMIM
PLUS 2%. IMPORTED SOILS MAY BE USED IF THEY EXHIBIT LOW EXPANSION CHARATERISTICS.
10. ALL EXISTING FINISHED PUBLIC SIDEWALKS, CURBS, STREETS, UTILITIES AND GRADE ELEVATIONS DISTURBED OR DAMAGED BY THE EXCAVATION CONTRACTORS SHALL BE
RESTORED TO PROPER QUALITY AS A PART OF THIS CONTRACT.
11. FINISH FLOOR ELEVATION (AS BUILT) SHALL BE CERTIFIED BY THE MUNICIPALITY FOR FEDERAL EMERGENCY MANAGEMENT ASSOCIATION (FEMA) WHERE REQUIRED.
12. FOUNDATIONS SUPPORTING WOOD SHALL EXTEND AT LEAST 6 INCHES ABOVE ADJACENT FINISH GRADE.
13. LANDINGS AT ALL DOOR LOCATIONS SHALL HAVE A MAXIMUM SLOPE OF 1
4 INCH PER FOOT.
14. SEAL ALL VOIDS AROUND PENETRATIONS THROUGH FLOOR SLABS.
15. ALL FOUNDATIONS AND FOOTINGS SHALL BE INSTALLED ON COMPACTED SOILD WITH ORGANIC MATTER REMOVED TO A DEPTH OF 18 INCHES BELOW BOTTOM OF FOOTING AND
COMPACTED TO 95% MAXIMUM DENSITY BASED ON ASTM D 1557-70.
16. IF REQUIRED, PROVIDE BLOCKOUT FOR ELECTRICAL RISER. VERIFY REQUIREMENTS AND LOCATION WITH ELECTRICAL CONTRACTOR. CONCRETE CONTRACTOR SHALL PROVIDE
STEM BLOCKOUTS FOR AC LINES AND FOR CLOTHES WASHER DRAIN (IF APPLICABLE). VERIFY REQUIREMENTS AND LOCATIONS WITH APPLICABLE CONTRACTORS.
17. CONCRETE COVERAGE FOR REINFORCING STEEL SHALL BE 3 INCHES MINIMUM, TYPICALLY.
18. PROVIDE ANCHOR BOLTS PER FOUNDATION PLAN, SHEAR PLANS, NOTES AND DETAILS. ALL FOUNDATION SIZES AND SLAB THICKNESSES ARE AS PER DETAILS.
19. CONCRETE SLABS SHALL BE 4 INCHES THICK, MINIMUM, UNLESS OTHERWISE NOTED. PROVIDE 4 INCH MINIMUM BASE COURSE UNDER ALL INTERIOR CONCRETE SLABS.
20. THE CONCRETE SHALL BE DESIGNED IN ACCORDANCE WITH THE AMERICAN CONCRETE INSTITUTION STANDARD ENTITLED "DESIGN OF CONCRETE MIXES" (ACI 613)
21. PRETREAT ALL SLAB AREAS UNDER ROOF WITH ICI AMERICA INC., "TORPEDO" PERMATHRIN OR APPROVED EQUAL, WITH 5 YEAR GUARANTEE. SPRAY 5 FOOT AROUND
PERIMETER OF BUILDING AFTER LANDSCAPING AND IRRIGATION SYSTEM INSTALLATIONS ARE COMPLETE. CONCENTRATION SHALL BE NOT LESS THAN 0.5%.
22. TERMITE PRETREATMENT SHALL BE PERFORMED BY A STATE LICENSED CONTRACTOR AND A LICENSED CHEMICAL APPLICATOR. ALL TERMITE PRODUCTS SHALL BE EPA
APPROVED. PROVIDE A DATED COPY OF TERMITE TREATMENT AND GUARANTEE TO THE OWNER, WITH CHEMICAL AND APPLICATION RATES.
GLAZING:
1. GLAZING LOCATIONS SUBJECT TO HUMAN IMPACT SUCH AS GLASS DOORS, FRENCH DOORS, GLAZING IMMEDIATELY ADJACENT TO SUCH DOORS, GLAZING ADJACENT TO ANY
SURFACE NORMALLY USED AS A WALKING SURFACE, SLIDING GLASS DOORS UNITS INCLUDING FIXED GLASS PANELS WHICH ARE PART OF SUCH UNITS, SHOWER DOORS, TUB
ENCLOSURES AND STORM DOORS SHALL BE OF SAFETY GLAZING MATERIALS.
2. SAFETY GLAZING MATERIALS ARE THOSE SO CONSTRUCTED, TREATED OR COMBINED WITH OTHER MATERIALS AS TO MINIMIZE THE LIKLIHOOD OF CUTTING AND PIERCING INJURIES
RESULTING FROM HUMAN CONTACT WITH THIS GLAZING MATERIAL AND INCLUDE SUCH MATERIALS AS LAMINATED GLASS, TEMPERED GLASS, WIRED GLASS AND SAFETY PLASTIC.
3. GLAZING IN WALLS AND FENCES USED AS THE BARRIER FOR INDOOR AND OUTDOOR SWIMMING POOLS AND SPAS SHALL BE OF SAFETY GLAZING MATERIALS WHEN THE BOTTOM
EDGE OF THE GLAZING IS LESS THAN 65 INCHES ABOVE THE POOL SIDE OF THE GLAZING AND THE GLAZING IS WITHIN 5 FEET OF A SWIMMING POOL OR SPA DECK AREA.
4. GLAZING IN WALLS ENCLOSING STAIRWAY LANDINGS LANDINGS OR WITHIN 5 FEET OF THE BOTTOM AND TOP OF STAIRWAYS WHERE THE BOTTOM EDGE OF THE GLASS IS LESS THAN
60 INCHES ABOVE THE WALKING SURFACE SHALL BE OF SAFETY GLAZING MATERIALS.
5. GLASS SHALL BE FIRMLY SUPPORTED ON ALL FOUR EDGES. THE BUILDING OFFICIAL MAY ALLOW THE USE OF GLASS THAT IS NOT FIRMLY SUPPORTED ON ALL FOUR EDGES WHEN
JUSTIFIED BY AN APPROVED DESIGN.
6. THE FOLLOWING THICKNESSES OF TEMPERED GLASS MAY BE USED IN BUTT-GLAZED, FIXED GLASS WINDOWS, WHEN SUPPORTED BY TWO EDGES:
A) 60 INCH SPAN OR LESS, 1
4 INCH THICKNESS
B) 80 INCH SPAN OR LESS, 5
16 INCH THICKNESS
C) 96 INCH SPAN OR LESS, 3
8 INCH THICKNESS.
NOTE: HEAT-STRENGTHENED GLASS IS NOT ALLOWED FOR BUTT-GLAZED INSTALLATIONS.
7. GLAZING WITHIN 24 INCHES OF DOORS MUST BE TEMPERED SAFETY GLAZING.
8. GLAZING AT THE TUB / SHOWER SHALLS BE TEMPERED SAFETY GLASS, IF LESS THAN 60 INCHES ABOVE THE DRAIN.
9. ALL OPERABLE WINDOWS AND SLIDING GLASS DOORS SHALL BE PROVIDED WITH INSECT SCREENS.
GENERAL MATERIALS NOTES
A0.1
SHEET NO.
DATE:
ISSUED FOR:
R.F.
05/02/2025
A r i z o n a H o m e P l a n n i n g
A s s o c i a t e s
Professional Design and Drawing Consultants
Scottsdale, Arizona
Phone: (602) 908-4537 Email: RussFerris@gmail.com
APAH
www.AHPA.design.officelive.com
1
20-007
A.P.N.: 219-14-010
# BLDR2501698
GARAGE ADDITION TO EXISTING HOME
THE JAY BROWN RESIDENCE
18948 EAST WAXWING DRIVE
RIO VERDE, ARIZONA 85263
DESIGN
MC REVS 1 04/08/2025
MC REVS 2 05/02/2025
2

GENERAL ARCHITECTURAL & MATERIAL NOTES
HEATING/VENTILATING/AIR CONDITIONING:
1. MECHANICAL EXHAUST EQUIPMENT SHALL PROVIDE A MINIMUM OF 5 CHANGES AIR CHANGES PER HOUR.
2. PROVIDE A 4 INCH CLOTHES DRYER MOISTURE EXHAUST DUCT OF APPROVED MATERIAL.
3. MOISTURE EXHAUST DUCTS MUST TERMINATE ON THE OUTSIDE OF THE BUILDING AND BE EQUIPPED WITH
A BACK DRAFT DAMPER. SCREENS MAY NOT BE INSTALLED AT THE DUCT TERMINATION. DUCTS FOR
EXHAUSTING CLOTHES DRYERS MUST NOT BE CONNECTED OR INSTALLED WITH SHEET METAL SCREWS OR
OTHER FASTENERS WHICH WILL OBSTRUCT THE FLOW. CLOTHES DRYER MOISTURE EXHAUST DUCTS MAY
NOT BE CONNECTED TO A GAS VENT CONNECTOR, GAS VENT OR CHIMNEY CLOTHES DRYER. CLOTHES
DRYER MOISTURE EXHAUST DUCTS MAY NOT EXTEND INTO OR THROUGH OR PLENUMS.
4. UNLESS OTHERWISE PERMITTED OR REQUIRED BY THE DRYER MANUFACTURER'S INSTALLATION
INSTRUCTIONS AND APPROVED BY THE BUILDING OFFICIAL, 4 INCH DIAMETER DOMESTIC DRYER MOISTURE
EXHAUST DUCT MUST NOT EXCEED A TOTAL COMBINED HORIZONTAL AND VERTICAL LENGTH OF 14 FEET,
INCLUDING TWO 90 DEGREE ELBOWS. TWO FEET ARE TO BE DEDUCTED FOR EACH 90 DEGREE ELBOW IN
EXCESS OF TWO.
5. AT MECHANICAL EQUIPMENT WITH CONDENSATE WASTE, INSTALL A WATERTIGHT PAN OF CORROSION
RESISTANT MATERIALS WITH A 3
4 INCH DIAMETER DRAIN LINE TO AN APPROVED DISCHARGE LOCATION FOR
ANY CONDENSATE OVERFLOW AND/OR LEAKS.
GUARDRAILS:
1. ALL UNENCLOSED FLOOR AND ROOF OPENINGS, OPEN AND GLAZED SIDES OF STAIRWAYS, LANDINGS AND RAMPS, BALCONIES OR
PORCHES WHICH ARE MORE THAN 30 INCHES ABOVE GRADE OR FLOOR BELOW, AND ROOF USED FOR OTHER THAN SERVICE OF THE
BUILDING SHALL BE PROTECTED BY A GUARDRAIL. 2. THE TOP OF THE GUARDRAIL SHALL NOT BE LESS THAN 42" IN HEIGHT, EXCEPT
THAT SINGLE FAMILY RESIDENCES MAY BE 36 INCHES IN HEIGHT. 3. OPEN GUARDRAILS SHALL HAVE INTERMEDIATE RAILS OR AN
ORNAMENTAL PATTERN SUCH THAT A SPHERE 4 INCHES IN DAIMETER CANNOT PASS THROUGH.
THERAPY/SPA-TYPE TUB:
1. PROVIDE A REMOVABLE PANEL OF SUFFICIENT SIZE TO ALLOW ACCESS TO THE PUMP.
2. THE CIRCULATION PUMP SHALL BE LOCATED ABOVE THE CROWN WEIR OF THE TRAP.
3. THE PUMP AND CIRCULATING PIPING SHALL BE SELF DRAINING.
4. SUCTION FITTINGS SHALL COMPLY WITH THE LISTED STANDARDS. 5. PROVIDE 110V GFCI OUTLET FOR PUMP (NEC
SECTION 680-70)
INTERIOR NOTES:
1. INSULATION:
AT WOOD STUD WALLS:
2X2 SHALL BE R-7 MINIMUM BATTS
2X4 SHALL BE R-13 MINIMUM BATTS
2X6 SHALL BE R-19 MINIMUM BATTS
2X8 SHALL BE R-22 MINIMUM BATTS
CEILINGS:
INSULATION AT ALL LIVABLE SPACE CEILINGS SHALL BE R-38 MINIMUM BATTS INSULATION TIGHT TO ROOF DECK UNDERSIDE: IN JOIST/TRUSS
SPACES AND SHALL BE INSTALLED SO AS TO COMPLETELY COVER TOP OF PLATE OF EXTERIOR PERIMETER WALL. MAINTAIN A 3 INCH MINIMUM
CLEARANCE BETWEEN ALL RECESSED "CAN" LIGHT FIXTURES AND INSULATION. ALL INSULATIONS SHALL SHALL BE INSTALLED PER THE
MANUFACTURERS INSTRUCTIONS AND RECOMMENDATIONS. INSTALL INSULATION AT ALL CEILING AREAS AND/OR ROOF AREAS AND ALL
VERTICAL WALLS AS INDICATED ON THE DRAWINGS AND AT AREAS NECESSARY TO PROPERLY INSULATE THE BUILDING TO FORM A TIGHT,
CONTINUOUS ENVELOPE AT ALL CONDITIONED SPACES. CERTIFY INSULATION VALUES BY PLACING CERTIFICATION CARDS IN GARAGE,
SPECIFYING NUMBER OF BAGS OF BLOWN, AREA OF COVERAGE, THICKNESS OF INSULATION (SETTLED DENSITY) AND R-FACTORS OF WALLS,
CEILINGS, ETC.. PROVIDE AN ALTERNATIVE PRICE FOR BLOWN-IN CELLULOSE TYPE INSULATION AND FOAM AND SEAL ALL WINDOWS AND DOORS.
2. PROVIDE 5/8" INCH TYPE-"X" GYPSUM WALL BOARD AT WALLS AND CEILINGS OF ANY GARAGE COMMON TO CONDITIONED, "LIVABLE SPACES OF THE
HOUSE.
3. SHOWER WALLS SHALL BE FINISHED WITH MOISTURE RESISTANT GYPSUM BOARD AND CERAMIC TILE (OR EQUAL) TO A MINIMUM OF 6 FEET ABOVE
FINISH FLOOR.
4. SHOWER ENCLOSURES SHALL BE RODS, TEMPERED GLASS ASSEMBLIES OR EQUAL.
5. ALL GLASS IN HAZARDOUS AREAS AND ALL GLASS WITHIN 18 INCHES OF FLOOR (EXCEPT SINGLE PANES WITH 9.6 SQUARE FEET OR LESS OF AREA)
SHALL BE SAFETY GLASS.
6. ALL EXTERIOR DOORS SHALL BE DEAD BOLTED.
7. DOOR BETWEEN HOUSE AND GARAGE SHALL BE 1-3/4" THICK SOLID-CORE DOORS, TIGHT FITTING WITH GASKETS AND SWEEP AND WITH
SELF-CLOSING HINGES.
8. ALL EXITS SHALL BE OPENABLE FROM THE INSIDE WITHOUT USE OF A KEY OR SPECIAL KNOWLEDGE.
9. MANUALLY OPERATED EDGE OR SURFACE MOUNTED FLUSH BOLTS AND SURFACE BOLTS ARE PROHIBITED AT A DOOR OR THE ACTIVE LEAF OF A
PAIR OF DOORS. USE 5/8" TYPE-"X" GYPSUM BOARD ON WALLS AND AND SOFFITS UNDER ANY ENCLOSED STAIRWAY.
10. CONTRACTOR SHALL VERIFY WINDOW MUNTIN PATTERN (IF ANY) WITH OWNER & DESIGNERS.
11. SLIDING GLASS DOORS AND ALL WINDOWS SHALL BE PROVIDED WITH OR EQUIPPED WITH A DEVICE SO AS TO PROHIBIT THE RAISING AND
REMOVING OF THE MOVING PANEL FROM THE TRACK WHEN IN A CLOSED POSITION.
12. STUCCO SYSTEM ON METAL STUDS AND LATH, WHEN USED AT FIREPLACE TRIM, SHALL BE A THREE COAT CONVENTIONAL STUCCO SYSTEM
OVER METAL STUDS AND LATH. ASTMC-926 AS APPLICABLE.
13. ALL 5/8" THICK TYPE-"X" OR 1/2" TYPE-"C" GYPSUM BOARD SHALL BE IDENTIFIABLE BY FACTORY MARKED FACE/EDGE.
14. ALL GYPSUM SHALL BE NAILED WITH A FULL NAILING PATTERN AND FINISHED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS.
ALL ENDS AND EDGES OF WALLBOARD SHALL OCCUR OVER AND BE NAILED TO SUPPORTS. NAIL SPACING SHALL CONFORM TO LOCALLY ADOPTED
CODE, AND SHEAR WALL SCHEDULE. MINIMUM NAIL EDGE DISTANCE SHALL BE 3/8". THIS SHALL APPLY TO BOTH CEILING AND WALL INSULATION.
DRYWALL SHIMS SHALL BE USED WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC., SHALL BE OF A TOLERANCE THAT CAN BE
COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING. DRYWALL SHALL NOT BE INSTALLED WITHOUT
PROPER BACKING.
15. ALL INTERIOR SURFACES OF PERIMETER WALLS, INTERIOR BEARING WALLS AND INTERIOR SHEAR WALLS, UNLESS OTHERWISE NOTED, SHALL
HAVE 1/2" GYPSUM BOARD FASTENED WITH 5d COOLER NAILS AT 7-INCHES ON CENTER AT ALL EDGES, ALL STUDS, PLATES AND BLOCKING AS PER
LOCALLY ADOPTED CODE, UNLESS OTHERWISE NOTED ON PLANS. REFER TO SHEAR WALL SCHEDULE AND PLANS, IF ANY, FOR SHEAR WALL TYPES
OTHER THAN STANDARD WALLS HEREIN REFERRED TO. SEE FLOOR PLANS, FRAMING PLANS OR SHEAR DRAWINGS FOR APPROPRIATE LOCATIONS.
16. GYPSUM BOARD CONTRACTOR SHALL PROVIDE 1/2" THICK GYPSUM BOARD OVER 1/2" THICK SOUND ATTENUATION BOARD ON WOOD STUDS AT
ALL AIR HANDLER ROOMS.
17. INSTALL DRYWALL ON WALLS AND CEILINGS ONLY AFTER DEAD LOAD HAS BEEN PLACED ON ROOF.
18. IF PLAN IS TO BE BUILT IN REVERSE, FLIP WASHER AND DRYER LOCATIONS WHEN SIDE-BY-SIDE. CONSULT DESIGNER OR OWNER IF THERE ARE
ANY QUESTIONS, PRIOR TO INSTALLATIONS.
19. FLOOR-CEILING ASSEMBLIES WITH A CONCEALED SPACE IN EXCESS OF 1000 SQUARE FEET SHALL HAVE DRAFT STOPS INSTALLED THAT DIVIDE
THE CONCEALED SPACE IN APPROXIMATELY EQUAL AREAS. DRAFT STOPPING MATERIALS SHALL BE NOT LESS THAN 1/2" THICK GYPSUM
WALLBOARD, 3/8" WOOD STRUCTURAL PANEL, 3/8-INCH THICK TYPE "2-M" PARTICLE BOARD OR OTHER APPROVED MATERIALS ADEQUATELY
SUPPORTED.
20. SHOWER WALLS SHALL BE FINISHED WITH A SMOOTH, HARD NON-ABSORBANT SURFACE SUCH AS CERAMIC TILE, FIBERGLASS OR CULTURED
MARBLE, TO A HEIGHT OF NOT LESS THAN 70 INCHES ABOVE THE DRAIN INLET. WHEN GYPSUM BOARD IS USED AS A BASE FOR TILE OR WALL PANELS,
WATER RESISTANT GYPSUM WALLBOARD SHALL BE USED. WATER RESISTANT GYPSUM BOARD SHALL NOT BE USED OVER A VAPOR RETARDER IN
AREAS OF HIGH HUMIDITY OR ON CEILINGS WHERE THE FRAME SPACING EXCEEDS 12 INCHES ON CENTER.
21. GYPSUM WALLBOARD INSTALLED AS A BACKING IN SHOWERS SHALL BE WATER RESISTANT TYPE AND TO A HEIGHT OF 70 INCHES MINIMUM
ABOVE DRAIN, AND SHALL CONFORM TO THE LOCALLY ADOPTED CODE.
22. ALL EXTERIOR CORNERS ON DRYWALL SHALL BE COVERED WITH NON-CORROSIVE METAL CORNER BEAD AND COVERED WITH AN ACCEPTABLE
INSTALLATION OF JOINT COMPOUND.
23. DRYWALL RETURNS, COMPLETE WITH NON-CORROSIVE METAL CORNER BEADS SHALL BE INSTALLED AT TOP AND SIDES OF ALL SWINGING
DOORS, BI-FOLD AND BI-PASS DOOR OPENINGS, WALL CORNERS AND OPENINGS AND COVERED WITH AN ACCEPTABLE INSTALLATION OF JOINT
COMPOUND UNLESS OTHERWISE NOTED IN PLANS.
24. PROVIDE OWNER WITH 3 SETS OF KEYS, MINIMUM .
25. ATTIC ACCESS DOORS MUST BE LOCATED IN THE INTERIOR OF THE DWELLING OR GARAGE. IF ATTIC ACCESS IS LOCATED IN THE GARAGE, IT
SHALL BE TIGHT FITTING, SELF CLOSING AND FINISHED WITH ONE LAYER 5/8" THICK TYPE-'X' GYPSUM BOARD, GLUED AND SCREWED TO 3/4 INCH
PLYWOOD. THE MINIMUM SIZE FOR ANY ATTIC ACCESS SCUTTLE HATCH IS 22 INCHES WIDE BY 30 INCHES LONG. SEE PLANS FOR LOCATION(S).
PAINT AND STAINS:
1. ALWAYS PROVIDE PAINT SAMPLE PANELS FOR COLOR APPROVAL PRIOR TO APPLICATION.
2. THE PAINTER(S) SHALL PROTECT ALL WINDOWS AND OTHER SURFACES NOT TO BE PAINTED.
3. BEFORE PAINTING, PREPARE ALL SURFACES AS REQUIRED AND REPORT TO THE GENERAL CONTRACTOR, ANY DEFECTS
WHICH MIGHT AFFECT A GOOD QUALITY JOB.
4. THE PAINTER SHALL LEAVE AN EXTRA FIVE (5)-GALLONS OF EXTERIOR PAINT(S), ONE (1)-GALLON EACH OF ANY OTHER PAINTS
USED. LEAVE ONE (1)-GALLON OF STAIN (IF APPLICABLE).
5. PAINTS SHALL BE FROM ONE MANUFACTURER AS FAR AS POSSIBLE. ACCEPTABLE MANUFACTURERS ARE: DUNN EDWARDS,
DEER-O, OLYMPIC STAIN, OR IOWNER-APPROVED EQUALS.
6. ALL EXTERIOR WOOD AND OTHER UNPRIMED TRIM SHALL RECEIVE TWO (2) COATS OF EXTERIOR GRADE PAINT. THE FIRST
COAT (PRIME COAT) SHALL BE A SEPARATE OPERATION. PRIME COAT SHALL BE APPLED WITHIN SEVEN (7) DAYS OF COMPLETION
OF EXTERIOR TRIM.
7. EXTERIOR SECTIONS OF EXPOSED EXTERIOR SHEET METAL INCLUDING ACCESS PANELS, HEAT PUMPS AND AIR
CONDITIONING DUCT, ROOF VENTS, FLASHING, GUTTERS AND DOWN-SPOUTS TO BE PAINTED ON (1) COAT OF METAL PRIMER AND
ONE (1) COAT OF EXTERIOR LATEX. ALL SHEET METAL ITEMS AND EXPOSED PLASTIC PIPE LOCATED ON THE ROOF SHALL BE
PAINTED A COLOR TO MATCH THE ROOF. COLOR SELECTION BY BUILDER.
8. IMMEDIATELY AFTER INSTALLATION, THE GARAGE SERVICE DOOR AND ANY FRENCH DOORS SHOULD BE PRIMED INSIDE,
OUTSIDE AND ALL EDGES. IN ADDITION, IT SHOULD BE FINISHED WITH TWO (2) COATS OF HIGH QUALITY EXTERIOR PAINT ON ALL
SURFACES. STAIN MAY BE REQUIRED OF LIVING SIDE OF GARAGE DOOR - SEE PLANS.
9. PRE-MANUFACTURED ITEMS SHALL BE TOUCHED-UP AS NECESSARY, (i.e. CABINETS, DOORS, ZERO-CLEARANCE FIREPLACES,
AIR REGISTERS, LIGHT FIXTURES, ETC.).
10. ALL BATHROOMS, KITCHEN WALLS, AND CEILINGS WILL BE PAINTED SEMI-GLOSS ENAMEL UNLESS OTHERWISE NOTED. ALL
OTHER WALLS AND CEILING AREAS WILL BE PAINTED FLAT LATEX OR FLAT LATEX ENAMEL UNLESS OTHERWISE NOTED. ALL
INTERIOR WOODWORK SUCH AS DOORS, BASE, CASING, ETC., SHALL BE PAINTED LATEX ENAMEL (HIGH GLOSS) UNLESS
OTHERWISE NOTED. THE TOP AND BOTTOM OF EACH DOOR MUST BE PAINTED AT THE SAME TIME AS THE REST OF THE HOUSE.
ALL EXTERIOR PAINT SHALL BE LATEX. ALL WOODWORK SHALL BE SANDED BEFORE PAINTING AND BETWEEN COATS OF PAINTS.
11. ALL INTERIOR BASE, CASING, SHELVING (TOP AND BOTTOM), ETC. SHALL BE CAULKED AND NAIL HOLES FILLED. CAULK OR
OTHERWISE SEAL AROUND ALL OPENING IN THE EXTERIOR ENVELOPE OF THE HOME, AT ALL JOINTS BETWEEN NON-SIMILAR
MATERIALS AND AT JUNCTIONS OF MAJOR COMPONENTS, SUCH AS WALL TO FLOOR. CAULKING SHALL BE A SILICONE BASE OR
BUTYL RUBBER BASE, CONFORMING TO FEDERAL SPECIFICATIONS (TT-9-1543 AND TT-S-1657).
ELECTRICAL NOTES: (ALL WORK TO BE per THE LOCAL JURISDICTION'S CURRENTLY
ADOPTED NATIONAL ELECTRICAL CODE (N.E.C.) EDITION
1. THE GROUNDING CONDUCTOR SHALL BE A MINIMUM OF 20 FEET OF #4 BARE COPPER WIRE IMBEDDED IN THE CONCRETE FOOTING.
2. THE BONDING CONDUCTOR SHALL BE A MINIMUM OF ONE #4 COPPER WIRE CONNECTING THE BUILDING'S METAL WATER PIPING SYSTEM TO THE
SERVICE EQUIPMENT ENCLOSURE GROUNDING BUSS.
3. OUTLET BOXES IN THE WALL BETWEEN THE DWELLING UNIT AND THE GARAGE MUST BE METAL OR OR UL APPROVED PLASTIC BOXES. OUTLETS IN THE
GARAGE CEILING MUST BE METAL.
4. PROVIDE A MINIMUM OF 15 INCHES CLEARANCE FROM CLOSET LIGHT FIXTURE TO AREAS WHERE COMBUSTIBLE MATERIALS MAY BE STORED OR
PROVIDE RECESSED LIGHT FIXTURES.
5. PROVIDE GFCI FOR ALL BATHROOM, GARAGE AND EXTERIOR 110 VOLT ELECTRICAL OUTLETS AND ALL OUTLETS WITHIN 6 FEET OF SINKS. ELECTRICAL
OUTLETS IN GARAGE SHALL BE A MINIMUM OF 18 INCHES ABOVE FINISH FLOOR.
6. TWO OR MORE 20 AMP SMALL APPLIANCE CIRCUITS SHALL BE PROVIDED TO SERVE THE KITCHEN, BREAKFAST AND DINING ROOM. SUCH CIRCUITS
SHALL HAVE NO OTHER OUTLETS.
7. AT LEAST ONE 20 AMP BRANCH CIRCUIT SHALL BE INSTALLED TO SERVE THE LAUNDRY ROOM, AND THIS CIRCUIT SHALL HAVE NO OTHER OUTLETS.
8. WHERE CEILING FANS ARE SHOWN ON THE PLANS, ONLY APPROVED OUTLET BOXES SHALL BE USED, LISTED FOR THE APPLICATION AND LOCATION.
CEILING FAN OUTLET BOXES SHALL BE RIGIDLY SECURED IN PLACE.
9. PROVIDE SMOKE DETECTORS AS PER PLANS. SMOKE DETECTORS SHALL BE INTERCONNECTED AND SHALL RECEIVE THEIR PRIMARY POWER FROM THE
BUILDING WIRING, AND SHALL BE EQUIPPED WITH A BATTERY BACKUP. DETECTORS SHALL SOUND AN ALARM AUDIBLE IN ALL SLEEPING AREAS OF THE
DWELLING UNIT. THE DETECTOR SHALL EMIT A SIGNAL WHEN THE BATTERIES ARE LOW. WIRING SHALL BE PERMANENT AND WITHOUT A DISCONNECTING
SWITCH OTHER THAN THOSE REQUIRED FOR OVERCURRENT PROTECTION. SMOKE DETECTORS SHALL BE PROVIDED TO PROTECT EACH SEPARATE
SLEEPING UNIT AND BE A MINIMUM OF 36 INCHES FROM DUCT OPENINGS. WHERE THE HIGHEST POINT OF A CEILING IN A ROOM THAT OPENS UP TO THE
HALLWAY SERVING THE BEDROOMS EXCEEDS THAT OF THE OPENING INTO THE HALLWAY BY 24 INCHES OR MORE, SMOKE DETECTORS SHALL BE
INSTALLED IN THE HALLWAY AND IN THE ADJACENT ROOM - THESE DETECTORS SHALL BE ARC-FAULT-CIRCUIT INTERRUPT (A.F.C.I.), TYPICALLY.
10. PROVIDE A PERMANENT ELECTRIC OUTLET AND LIGHT FIXTURE IN ATTIC ACCESS AREAS AT HVAC EQUIPMENT THAT REQUIRE SERVICING, CONTROLLED
BY A SWITCH AT THE ACCESS OPENING (IF APPLICABLE TO THIS PROJECT).
11. MECHANICAL EQUIPMENT SHALL HAVE A POSITIVE MEANS OF DISCONNECT ADJACENT TO AND IN SIGHT OF THE EQUIPMENT TO BE SERVED.
12. ELECTRIC PANELS SHALL COMPLY WITH SECTION 111-16 NEC - 30 INCH CLEARANCE MINIMUM FOR WIDTH AND 72 INCHES FLOOR TO CEILING.
13. FIXTURES INSTALLED AT BUILDING EXTERIORS SHALL COMPLY WITH NEC ART. 410-4.
14. WHEN A WHIRLPOOL/THERAPY TUB IS TO BE INSTALLED, PROVIDE A 110 VOLT GFCI CIRCUIT.
15. PROVIDE A RECEPTACLE WITHIN 25 FEET OF ANY MECHANICAL EQUIPMENT FOR SERVICING AS PER LOCALLY ADOPTED CODE.
16. ALL INTERIOR METALLIC WATER AND/OR GAS PIPING WHICH MAY BECOME ENERGIZED SHALL BE BONDED TOGETHER AND MADE ELECTRICALLY
CONTINUOUS. A BOND (#4 BARE COPPER WIRE) SHALL BE MADE BETWEEN THE BONDED PIPING SYSTEM. THE GROUNDING ELECTRODE CONDUCTOR AND
THE SERVICE EQUIPMENT ENCLOSURE GROUNDING BUSS.
17. THE TELEPHONE SERVICE SHALL BE GROUNDED AS PER ARTICLE 800 OF THE NEC.
18. ALL BRANCH CIRCUITS THAT SUPPLY 125-VOLT, SINGLE-PHASE, 15 AND 20 AMP OUTLETS IN BEDROOMS AND SLEEPING AREAS SHALL BE ARC-FAULT-
CIRCUIT-INTERRUPTER (A.F.C.I.) LISTED FOR THE ENTIRE BRANCH CIRCUIT, TYPICALLY. THIS INCLUDES ALL SMOKE DETECTORS AND CEILING FANS.
ELECTRICAL POWER QUALITY NOTES:
1. ALL CIRCUITS SERVING SENSITIVE ELECTRONIC EQUIPMENT SHOULD BE GROUNDED USING A
PROPER SIZED GROUNDING WIRE. CONDUIT IS NOT RECOMMENDED FOR THE GROUNDING
CONDUCTOR. THE GROUND ELECTRODE CONDUCTOR SHOULD CONNECT TO THE BOND BUSS IN
THE SERVICE ENTRANCE SECTION.
2. THERE MUST BE AN APPROVED SIZED BOND JUMPER CONNECTING THE BOND BUSS AND THE
NEUTRAL CONDUCTOR IN THE SERVICE ENTRANCE SECTION ONLY. IF MULTIPLE METERS ARE
INSTALLED ON A COMMON PULL SECTION THERE SHOULD BE ONLY ONE GROUND ELECTRODE
CONDUCTOR ATTACHED TO THE BOND BUSS TO THE NEUTRAL.
3. THERE SHOULD NOT BE MULTIPLE GROUNDS ON ONE SERVICE.
4. ALL METAL PIPING BONDS SHALL BE CONNECTED TO THE NEUTRAL CONDUCTOR AT THE
SERVICE ENTRANCE SECTION ONLY. THERE SHOULD BE ONE CONNECTION ONLY FROM THE
PIPING SYSTEM TO THE NEUTRAL.
5. ALL CIRCUITS SERVING SENSITIVE ELETRONIC EQUIPMENT SHALL BE DEDICATED. THIS
INCLUDES PC COMPUTERS, MAIN FRAMES, CPU'S, CRT'S, ETC. THESE DEDICATED CIRCUITS
MUST ORIGINATE FROM THE FIRST DISTRIBUTION PANEL DOWNSTREAM FROM THE SERVICE
ENTRANCE SECTION AND SHALL INCLUDE THE INSTALLATION OF A UL 1449 APPROVED SURGE
SUPPRESSOR AT THE SUBPANEL.
6. ALL DEDICATED OUTLETS SHALL BE ORANGE IN COLOR TO INDICATE THAT ONLY ELECTRONIC
EQUIPMENT IS TO BE CONNECTED TO THESE OUTLETS.
EXTERIOR NOTES:
(ALSO SEE EXTERIOR ELEVATIONS)
1. UNLESS NOTED OTHERWISE, TYPICAL FRAMED WALL STUCCO SYSTEM SHALL BE 'WESTERN ONE-KOTE' SYSTEM WITH 1 INCH X
THICK EPS FOAM BOARD, ICBO #3899. ALL ONE-COAT SYSTEMS SHALL COMPLY WITH THE "MAG ONE-COAT STUCCO COMPLIANCE
PROGRAM" AND SHALL BE APPLIED BY A MANUFACTURER APPROVED INSTALLER. AN APPROVED WEATHER RESISTIVE BARRIER
SHALL BE INSTALLED OVER ALL FRAMING AND BASE SHEATHING.
2. EXTERIOR WALL FINISH: FOR ONE COAT STUCCO AND THIN SET STUCCO SYSTEMS, PROVIDE TWO LAYERS OF GRADE D KRAFT
WATER PROOF BUILDING PAPER OR ONE LAYER OF TYPE 15 ASPHALT SATURATED ORGANIC FELT PAPER. ALL SYSTEMS SHALL BE
ICBO APPROVED.
3. ALL STUCCO FINISHED EXTERIOR WALLS SHALL HAVE AN APPROVED 26 GAUGE CORROSION RESISTANT WEEP SCREED WITH A
MINIMUM VERTICAL ATTACHMENT FLANGE OF 3-1
2 INCHES INSTALLED 3
4 INCHES BELOW THE FOUNDATION PLATE LINE ON ALL
EXTERIOR STUD WALLS. WEEP SCREED SHALL BE PLACED A MINIMUM OF 4 INCHES ABOVE FINISH GRADE.
4. RATED BUILT-UP ROOF COVERING ASSEMBLY SHALL CONSIST OF AN APPROVED AND LISTED CLASS "C" OR BETTER ASSEMBLY
AND INSTALLED AS PER MANUFACTURER'S WRITTEN INSTRUCTIONS AND THE I.R.C.. INSTALL TILE AS PER EVALUATION REPORT,
MANUFACTURER'S WRITTEN INSTRUCTIONS, EVALUATION REPORT AND THE I.R.C.. TILE OF CLAY OR CONCRETE SHALL COMPLY
WITH THE I.R.C. TYPICALLY.
5. PROVIDE A NET-FREE VENTILATING AREA OF NOT LESS THAN 1 SQUARE FOOT PER EACH 300 SQUARE FEET OF ATTIC AREA FOR
BOTH GABLE AND EAVE (LOW AND HIGH) VENTS, AND 1 SQUARE FOOT PER EACH 150 SQUARE FEET FOR GABLE VENTS (HIGH
VENTS) ONLY.
6. PROVIDE BACK-PRIME AT ALL EXTERIOR TRIM.
7. WATER RESISTANT EXTERIOR GYPSUM BOARD SHALL BE USED ON AT ALL EXTERIOR SOFFITS, ICBO #2240, WHERE GYPSUM
BOARD IS SHOWN ON PLANS.
8. FLASHING MATERIALS SHALL BE 26 GUAGE GALVANIZED IRON. SOLDER ALL JOINTS CONTINUOUSLLY.
9. CAULK ALL JOINTS WHERE FLASHING MEETS THE EXTERIOR FINISH MATERIALS.
10. ROOFING CONTRACTOR SHALL FURNISH ALL "Z" METAL FLASHING AT FLAT ROOF AREAS. STUCCO LATH CONTRACTOR SHALL
PROVIDE WEEP SCREED AT EXTERIOR WALK DECKS.
11. WALKING DECK TRAFFIC COATING SHALL BE "POLYCOAT" AND "TUFFLEX" FIRE-RETARDANT WALKING DECK AND ROOF
SURFACING SYSTEM, (ICBO #4789) OR APPROVED EQUAL.
12. PROVIDE 30# FELT BUILDING PAPER AS FLASHING AT ALL HEADS, JAMBS, AND SILLS OF WINDOW AND DOOR OPENINGS,
UNLESS NOTED/DETAILED OTHERWISE ON PLANS.
13. ALL EXTERIOR WALL PENETRATIONS BY PIPES, SCUPPERS, DUCTS, WOOD, CONDUITS, ETC., SHALL BE CAULKED.
14. ON VISIBLE SLOPED ROOFS, ALL PLUMBING AND MECHANICAL ROOF JACKS SHALL BE LOCATED AT THE REAR SECTIONS OF
THE BUILDING, MINIMIZING VISIBILITY FROM THE FRONT SIDE OF THE STRUCTURE.
15. SECONDARY ROOF SLOPES SUCH AS VALLEYS, CRICKETS OR SLOPING LEDGES SHALL NOT SLOPE LESS THAN 1/8-INCH PER
FOOT.
16. MINIMUM ROOF SLOPES SHALL BE 1
4 INCH PER FOOT.
17. JUNCTURES OF ALL BUILT-UP ROOFING AND/OR ROOF DECKS WITH VERTICAL WALL SURFACES SHALL:
A) EXTEND FOAM ROOFING, BUILT-UP ROOFING OR DECK SURFACING UP THE FACE OF THE VERTICAL SURFACE.
B) HAVE CANT STRIPS PROVIDED AS NECESSARY.
C) HAVE FLASHING AND COUNTER-FLASHING INSTALLED AT EXTERIOR WALL FINISHING SYSTEM.
A0.2
GENERAL MATERIALS NOTES
SHEET NO.
DATE:
ISSUED FOR:
R.F.
05/02/2025
A r i z o n a H o m e P l a n n i n g
A s s o c i a t e s
Professional Design and Drawing Consultants
Scottsdale, Arizona
Phone: (602) 908-4537 Email: RussFerris@gmail.com
APAH
www.AHPA.design.officelive.com
1
20-007
A.P.N.: 219-14-010
# BLDR2501698
GARAGE ADDITION TO EXISTING HOME
THE JAY BROWN RESIDENCE
18948 EAST WAXWING DRIVE
RIO VERDE, ARIZONA 85263
DESIGN
MC REVS 1 04/08/2025
MC REVS 2 05/02/2025
2

FLOOR PLAN - NEW GARAGE
2
SCALE: 1/4" = 1'-0"
3'-1012"
5'-0"
3'-112"
15'-512"
EQ.
9'-0"
EQ.
12'-0"
512" TYP.
SLOPE SLAB 2" OVERALL
1-CAR GARAGE
ADDITION
(N) CONCRETE SLAB
G.B. CLG. (PAINT)
(N) 9080 O.H. INSUL. SECT. MTL. DR.
+8'-0" BOT. OF HDR.
(N) 5040 XO
+8' HDR.
(N) 5040 XO
+8' HDR.
5'-0"
3'-112"
1'-4"
3'-0"
2'-0"
3'-0"
(E) 8080 O.H. SECT. MTL. DR.
TO REMAIN.
(E)16080 O.H. SECT. MTL. DR.
TO REMAIN.
(E) 2-CAR GARAGE
(E) CONCRETE SLAB
(E) +10'-0" AFF G.B. CLG.
ALL TO REMAIN
(E) CART GARAGE
(E) CONCRETE SLAB
(E) +10'-0" AFF G.B. CLG.
ALL TO REMAIN
A2.0
1
A2.0
2
14'-512"
2'-0"
VERIFY
SLOPE
(E) ELEC. SERVICE
PANEL & METER
(E) SITE GATE
(E) SITE WALL
A2.0
3
NEW 4" CONCRETE DRIVEWAY
PAVING ON 4" DEEP A.B.C.
MATCH EXISTING DRIVEWAY
COLOR & TEXTURE.
A2.0
A
(N) 3068 SC
DOOR
SELF-
CLOSING
PROP. LINE
E. WAXWING DRIVE
(E) MAIN HOUSE (N.I.C.)
(E) POOL EQUIP. YARD
(N.I.C.)
(N) CONCRETE
STOOP AT (N)
DOOR
(E) YARD
(N.I.C.)
(E) CONCRETE DRIVEWAY
PAVING. (N.I.C.) PROTECT
DURING ALL WORK PHASES.
TYP.
A
4"
4"
3'-8"
3'-0"
(E) EXTERIOR
CMU PIER
(E) 2X6 WOOD
FRAMED HOUSE
EXTERIOR WALLS
TO REMAIN TYP.
FOUNDATION PLAN - NEW GARAGE
1
SCALE: 1/4" = 1'-0"
15'-512"
EQ.
9'-2" DOOR OPENING
EQ.
12'-0"
512" TYP.
SLOPE SLAB 2" OVERALL
(N) 4" CONCRETE SLAB OVER
4" ABC ON COMPACTED FILL
3'-0"
2'-0"
3'-0"
(E) 8080 OPENING
TO REMAIN
(E) 2-CAR GARAGE
(E) CONCRETE SLAB
TO REMAIN
(E) CART GARAGE
(E) CONCRETE SLAB
TO REMAIN
A2.0
1
A2.0
2
14'-512"
2'-0"
VERIFY
SLOPE
(E) EXTERIOR
CMU PIER
(E) SITE GATE
(E) SITE WALL
A2.0
3
NEW 4" CONCRETE DRIVEWAY
PAVING ON 4" DEEP A.B.C.
MATCH EXISTING DRIVEWAY
COLOR & TEXTURE.
(N) 3068 SC
DOOR
SELF-
CLOSING
PROP. LINE
E. WAXWING DRIVE
(E) MAIN HOUSE (N.I.C.)
(N) 4" CONC. PAD (STOOP)
ON COMPACTED FILL
(E) YARD
(N.I.C.)
(E) CONCRETE DRIVEWAY
PAVING. (N.I.C.) PROTECT
DURING ALL WORK PHASES.
4"
4"
3'-8"
3'-0"
F3
SEE FRAMING PLAN
FOR ALL POSTS AND
MORE INFO.
F3
D1.0
14
D1.0
03
1
A2.0
A
WALL TYPES
-
TYP. 2X6 FRAMED EXTERIOR WALL: PROVIDE NEW
STRAIGHT 2X6 D.F. STUDS @ 16" O.C. (MAX.) TYP. WITH
3-COAT STUCCO SYSTEM (PER EXTERIOR ELEVATIONS) ON
(MIN.) 3/8" O.S.B SHEATHING OR 7/16" CDX PLYWOOD
SHEATHING. (WRAP THE ENTIRE BUILDING FOR SHEAR),
AND A FULL MOISTURE BARRIER WRAP ('TYVEK OR EQUAL).
PROVIDE MIN. R-19 BATTS INSULATION TIGHT BETWEEN
STUDS WITH FOIL HELD TIGHT TO THE INTERIOR (BACK)
SIDE OF THE SHEATHING. AT INTERIORS: PROVIDE MIN. 1/2"
GYPSUM BOARD FINISH WITH MIN. 2-COAT PAINT FINISH,
TYP. AND PROVIDE 5/8" TYPE-'X' GYP. BD AT WALLS &
CEILING IN GARAGES.
A
FLOOR PLAN NOTES:
FOUNDATION PLAN
& FLOOR PLAN
A1.0
17. REFER TO THE EXTERIOR ELEVATIONS FOR EXTERIOR WALL FINISH INFORMATION.
18. WHERE OCCURS STUCCO SHALL BE ON EXPANDED GALVANIZED STEEL MESH, ('RIB-LATH'
OR EQUAL). IF ON WOOD FRAMING, STUCCO SHALL BE ON LATH OVER AN APPROVED
MOISTURE-RESISTIVE BARRIER SUCH AS "TYVEK" OR (2) LAYERS GRADE 'D' BUILDING PAPER,
OVER MIN. 7/16" EXTERIOR GRADE PLYWOOD (C.D.X.) OR 3/8" O.S.B. SHEATHING, FULL WRAP
THE NEW STRUCTURE FOR SHEAR-RESISTANCE, TYPICALLY.
19. PROVIDE APPROVED CORROSION-RESISTANT STUCCO SCREEDS, REVEALS AND
MOLDINGS (FOR RADIUS CORNERS), PROPER EXPANSION JOINTS. AND MATERIAL
TRANSITIONS, AS REQUIRED.
20. PROVIDE STUCCO EXPANSION JOINTS AS REQUIRED:
a. NO STUCCO PANEL AREA IS TO EXCEED 144 SQUARE FEET FOR VERTICAL APPLICATIONS
WITHOUT CONTROL JOINTS (C.J.) TYP..
b. NO STUCCO PANEL IS TO EXCEED 100 SQUARE FEET FOR HORIZONTAL, CURVED, OR
ANGULAR SECTIONS.
c. NO LENGTH-TO-WIDTH RATIO SHOULD EXCEED 2-1/2 TO 1, IN ANY GIVEN PANEL.
21. PROVIDE EXPANSION AND CONTROL JOINTS AT CONCRETE - OR CONCRETE MASONRY
UNIT (CMU) WALLS. JOINTS TO BE SPACED AT 20'-0" MAXIMUM O.C., TYP.
6. SHORE AND BRACE ALL ESSENTIAL STRUCTURES PRIOR TO ANY DEMOLITION WORK AS
REQUIRED. VERIFY ALL DEMOLITION WORK SCOPE, EXTENTS AND SCHEDULING WITH
OWNERS PRIOR TO START OF ANY WORK.
7. COORDINATE ANY/ALL NEW LIGHTING, L.E.D. OR LOW VOLTAGE LIGHTING, CONTROLS,
SWITCHES, DIMMERS, AND FINAL LOCATIONS WITH OWNERS AND THE EXISTING HOME'S
ACTUAL CONDITIONS.
8. ANY NEW GATES OR DOORS TO HAVE KEYED LOCKSET OR METHOD OF LATCHING AS
DETERMINED BY THE OWNERS. (CONFIRM WITH OWNERS)
9. SLOPE ALL FINISHED SURFACES AND GRADES AWAY FROM THE HOME AND WALLS FOR
POSITIVE WATER DRAINAGE. PROVIDE SCREENED MIN. 8X8 OPENINGS IN BOTTOMS OF CMU
EXTERIOR SITE SCREENING WALLS AT 8'-0" O.C. HORIZONTALLY MAX. WHERE REQUIRED FOR
PROPER WATER DRAINAGE, TYP.. DRAINAGE SHALL NOT BE ON TO ADJACENT LOTS.
10. THE G.C. SHALL FIELD VERIFY ALL EXISTING FINISHED AND NATURAL GRADES AND THE
EXACT LOCATIONS AND HEIGHTS OF THE HOME'S ELEMENTS IN THE FIELD PRIOR TO ANY
WORK. REPORT ANY/ALL PLAN DISCREPANCIES TO THE OWNER'S IN A TIMELY MANNER.
11. MARK ANY TRENCHING REQUIRED ON SITE AND DISCUSS AND CONFIRM LOCATIONS AND
REQUIREMENTS WITH OWNERS, PRIOR TO WORK..
12. REFERENCE ENGINEERING CONSTRUCTION DOCUMENTS FOR MORE INFORMATION THAT
MAY BE RELEVANT TO THIS DRAWING.
13. PROVIDE TRENCHING AND UNDERGROUND PIPING AS ALLOWED BY LOCAL CODE WITH
PROPER COMPACTED BACKFILL AND NEW CONCRETE SLAB REPAIR, (AS REQUIRED) FOR
NEW IRRIGATION AND ELECTRICAL REQUIREMENTS. COORDINATE FINAL LOCATIONS WITH
OWNERS IN THE FIELD.
14. NO GAS SYSTEMS ARE PERMITTED UNDER ANY SLABS, TYP.
15. AT WOOD SILLS TO CONCRETE: USE 2X PRESSURE TREATED S.P.F., HEM-FIR, OR
DOUG-FIR (STANDARD GRADE OR BETTER) SILL PLATE WITH 1/2" DIA. X 10" ANCHOR BOLTS AT
4'-0" O.C. W/ 5/16" X 2" WASHERS, EMBED. 7" MIN., MINIMUM 2 BOLTS PER PIECE & 12" MAX.
FROM EA. END, TYP.
16. WRAP ALL NEW WOOD FRAMED STRUCTURES WITH MIN. 3/8" THICK EXTERIOR-RATED
PLYWOOD (C.D.X.) OR AN EQUAL O.S.B. SHEATHING, TYP., PROVIDE 8d NAILS AT 6" O.C.
(MAX.), AT EDGES AND FIELD, TYP., PROVIDE A MOISTURE RESISTIVE BARRIER WRAP ('TYVEK'
OR EQUAL) OVER SHEATHING AND INTO OPENINGS TYPICALLY.
1. FIELD VERIFY ALL EXACT ACTUAL CONDITIONS PRIOR TO ANY NEW DEMOLITION,
CONSTRUCTION OR BIDDING.
2. ANY NEW CMU NOTED SHALL BE STANDARD, COMMON CONCRETE MASONRY UNIT
BLOCKS, (8X8X16) WITH MIN. #4 STL. REINFORCING VERTICAL BARS @ 32" O.C. MAX.,
HORIZONTAL SPACING IN SOLID GROUTED CMU CELLS, WITH GALV STEEL WIRE
'LADDER' HORIZONATAL REINFORCING ('DURO-WIRE') @ 24" O.C. VERTICAL SPACING,
TYP., U.N.O. SEE DETAILS FOR ADDITIONAL NOTES.
3. AT MINIMUM PROVIDE ADEQUATE CONCRETE SLABS AND STEEL-REINFORCED
POURED CONCRETE FOOTINGS & STEM WALLS AS REQUIRED TO SUPPORT NEW
STRUCTURES. TYP.
4. COORDINATE ALL FINAL FINISHES AND MATERIAL SELECTIONS (SURFACES,
PAINTS, COLORS, TEXTURES, LIGHTING, ACCESSORIES, DOORS AND HARDWARE,
ACCESSORIES, ETC.) WITH THE OWNERS AND PER THE OWNER'S DIRECTION.
5. THE G.C. AND ALL CONTRACTORS SHALL PROTECT ALL EXISTING HOME'S
STRUCTURES, CONTENTS, AND SYSTEMS DURING ANY DEMOLITION & ANY NEW
CONSTRUCTION, TYP..
FOUNDATION NOTES:
FOOTING SCHEDULE
F9
F10
F4
F8
F7
F6
F5
F2
F3
F1
14"
14"
6'-0"
2'-6"
7-#6
6-#6
10"
10"
12"
12"
12"
12"
12"
12"
3'-6"
5'-6"
5'-0"
4'-6"
4'-0"
2'-6"
3'-0"
2'-0"
4-#5
6-#6
4-#6
5-#5
4-#5
3-#4
3-#5
2-#4
KEY ON
PLAN
CONCRETE
FOOTING SIZE
(SQUARE)
CONCRETE
THICKNESS
(MIN.) REBAR
REINFORCING
NOTES:
1. A GENERAL GUIDE ONLY: NOT ALL FOOTING SIZES SHOWN OCCUR.
2. MAINTAIN 3" MIN. CLEAR FROM SOILS AT FOOTING REBAR, TYP.
3. REFER TO THE FRAMING PLANS FOR ALL POST / COLUMN SIZES, TYP..
1.
FIELD VERIFY ALL ACTUAL CONDTIONS.
2.
REFER TO THE SEALED AND CITY-APPROVED ENGINEERING DOCUMENTS
(STRUCTURAL, CALCULATIONS, REPORTS, ETC.), FOR MORE INFORMATION TO BE USED
IN CONJUCTION AND COORDINATION WITH THIS PLAN.
3.
REFER TO THE ROOF FRAMING PLAN FOR POST AND COLUMN NOTES.
4.
ANY SIZES OF STRUCTURAL MEMBERS AND FOOTINGS SHOWN ON THIS PLAN ARE
TO BE CONSIDERED A MINIMUM DIMENSION.
5.
ALWAYS MAINTAIN CONCRETE FOOTINGS 4" MIN. WIDER THAN STEMS AT POSTS &
COLUMNS, TYP.
6.
PROVIDE WASTE DRAIN AT ALL PLUMBING FIXTURE LOCATIONS SHOWN UNLESS
NOTED OTHERWISE.
7.
PLUMBING LOCATION DIMENSIONS ARE TO THE CENTERLINE OF FIXTURE AND TO
THE CENTERLINE OF IT'S ADJACENT FRAMED WALL.
8.
DIMENSIONS TO CONCRETE ARE TO THE EXTERIOR FACE OF SLAB OR STEM
WALLS; UNLESS NOTED OTHERWISE, TYP.
9.
THE EXACT LOCATION OF DRAINS ARE PER THE REQUIREMENTS OF SPECIFIC
FIXTURE TO BE USED - VERIFY WITH MANUFACTURER.
10. FIELD-VERIFY ALL EXISTING SITE GRADES, DRAINAGE PATTERNS, AND ANY
RETAINING WALL HEIGHTS (IF OCCUR), ON-SITE, AND CONSTRUCT AS REQUIRED, TYP..
11.
ALL FINISHED GRADES AND SLABS ADJACENT TO BUILDING ARE TO DRAIN AWAY
FROM BUILDING AT A MIN. OF 1/8" PER FOOT, TYP. UNLESS NOTED OTHERWISE.
12. PROTECT AND MAINTAIN ALL EXISTING STRUCTURES DURING DEMOLITION AND
CONSTRUCTION.
13. PROVIDE THICKENED CONCRETE SLAB FOOTINGS AT ALL BEARING AREAS AND AT
INTERIOR SHEAR WALLS. PROVIDE A 12" WIDE X 8" DEEP CONCRETE FOOTING MINIMUM,
(U.N.O.)
14. PROVIDE ALL CONCRETE FOUNDATIONS AND FOOTINGS IN ACCORDANCE WITH
THE FINAL, CITY-APPROVED, ENGINEER-STAMPED GEO-TECHNICAL (SOILS) REPORT.
15. REFER TO THE SITE PLAN AND EXTERIOR ELEVATIONS HEETS FOR CONCRETE
PAVING AND BUILDING MATERIAL FINISH, TYPE AND COLOR INFORMATION.
16. NO GAS PIPING IS PERMITTED UNDER CONCRETE SLABS, TYP..
17.
SHORE AND BRACE ALL STRUCTURES PRIOR TO ANY DEMOLITION WORK.
SHEET NO.
DATE:
ISSUED FOR:
R.F.
05/02/2025
A r i z o n a H o m e P l a n n i n g
A s s o c i a t e s
Professional Design and Drawing Consultants
Scottsdale, Arizona
Phone: (602) 908-4537 Email: RussFerris@gmail.com
APAH
www.AHPA.design.officelive.com
1
20-007
A.P.N.: 219-14-010
# BLDR2501698
GARAGE ADDITION TO EXISTING HOME
THE JAY BROWN RESIDENCE
18948 EAST WAXWING DRIVE
RIO VERDE, ARIZONA 85263
DESIGN
MC REVS 1 04/08/2025
MC REVS 2 05/02/2025
2

NEW FRONT (SOUTH) ELEVATION - GARAGES
1
SCALE: 1/4" = 1'-0"
NEW SECTIONAL METAL GARAGE
DOOR. MATCH LOOK OF EXISTING.
COORDINATE FINAL MODEL WITH
THE OWNERS. SEE FLOOR PLAN.
1'-0"1'-0"
SLOPE FINISHED GRADES AWAY
FROM THE BUILDING, TYP.
COORD. FINAL GRADING IN FIELD.
PROVIDE NEW GROUND COVER
(MIN 2" OF D.G.) AS REQUIRED.
1'-0"1'-0"
+8'-0" T.O. HEADERS
+12'-9" T.O. PARAPET
SITE WALL AND GATE
BEYOND. SEE PLANS.
18948
RELOCATE ADDRESS
NUMBER SIGN TO HERE
NEW 1-CAR GARAGE IN FOREGROUND
COMMON SUBDIVISION
WALL (BY OTHERS, N.I.C.)
TO REMAIN. FIELD VERIFY
EXACT LOCATION.
NEW DECO, STAINED WOOD POLES.
MATCH (E) HOME'S DETAILS.
PROVIDE BLK'G & SEALANT
EXISTING 2-CAR GARAGE (BEYOND) TO REMAIN
EXISTING MAIN
HOUSE BEYOND
GENERAL NOTE:
FIELD VERIFY AND MATCH THE HEIGHTS,
COLOR AND EXTERIOR FINISHED DETAILS
(LOOK) OF THE EXISTING HOME.
STUCCO FINISH NOTE:
PROVIDE A NEW 3-COAT STUCCO SYSTEM
('PAREX' OR EQUAL, E.S.R.#2564) OVER
GALVANIZED EXPANDED METAL LATH ON M.R.
BARRIER WRAP, ON 7/16" CDX PLYWD. OR 3/8"
O.S.B. SHEATHING (FULL WRAP NEW
STRUCTURE W/ SHEATHING FOR SHEAR).
FOLLOW ALL MANUFACTURER'S PUBLISHED
INSTRUCTIONS.
SHEAR RESISTIVE SHEATHING WRAP NOTE:
WRAP THE ENTIRE EXTERIOR OF THE NEW
STRUCTURE WITH 3/8" THICK O.S.B. OR 7/16"
CDX EXTERIOR GRADE PLYWOOD
SHEATHING, W/ 8d NAILS AT MAX. 6" O.C. AT
SHEATHING EDGES & FIELD, TYP.
NEW SHIELDED LIGHT
SCONCES. MATCH
EXISTING, TYP.
NOTE:
ALL FINISH MATERIALS SHALL HAVE LIGHT
REFLECTIVITY VALUES (L.R.V.) COMPLIANT
WITH THE LOCAL COMMUNITY REVIEW
BOARD & JURISDICTION'S STANDARDS.
NOTE: EXISTING GOLF CART
GARAGE BEYOND NOT SHOWN TO
REMAIN. SEE PLAN.
NEW (EAST) SIDE ELEVATION - GARAGES
2
SLOPE FINISHED GRADES &
DRIVEWAYS AWAY FROM
THE BUILDING, TYP.
NEW 1-CAR GARAGE
EXIST'G CMU SITE
PIER TO REMAIN
SEE PLAN.
+8'-0" T.O. HEADERS
+12'-9" T.O. PARAPET
NEW LIGHT SCONCE
MATCH EXST'G. TYP.
EXISTING GARAGE (TO REMAIN)
1'-0"
1'-0"1'-0"
EXIST'G CMU
SCREEN WALL FOR
POOL EQUIPMENT
(N.I.C.) TO REMAIN.
NEW DOOR. PAINT
TO MATCH WALLS
SEE PLAN.
NEW CONCRETE STOOP
AT NEW DOOR. SEE
PLANS.
EXST'G ELECTRICAL
SERVICE PANEL AND
METER LOCATION
NEW (WEST) SIDE ELEVATION - GARAGE
3
SCALE: 1/4" = 1'-0"
+8'-0" T.O. HEADERS
+12'-9" T.O. PARAPET
NEW SHIELDED LIGHT SCONCE BEYOND.
MATCH EXST'G, TYP.
1'-0"1'-0"
SLOPE FINISHED GRADES &
DRIVEWAYS AWAY FROM THE
BUILDING, TYP.
NEW 1-CAR GARAGE
EXIST'G GARAGE
(TO REMAIN)
NEW WINDOW. MATCH
EXIST'G SEE PLAN.
NEW STUCCO POP-OUTS.
MATCH EXST'G, TYP.
MATCH
EXST'G
MATCH
EXST'G
(N) STAINED DECORATIVE R.S. WOOD
HEADERS TO MATCH EXST'G, TYP.
NEW STUCCO POP-OUTS.
MATCH EXST'G, TYP.
3'-0"
1'-0"
EXIST'G GARAGE STRUCTURE
BEYOND, TO REMAIN.
EXIST'G GARAGE STRUCTURE IN
FOREGROUND TO REMAIN.
3'-0"
MATCH HOME'S EXIST'G
STUCCO POP OUT DETAILS
(FIELD VERIFY)
SCALE: 1/4" = 1'-0"
SECTION AT NEW GARAGE
A
SCALE: 1/4" = 1'-0"
SLOPE FINISHED GRADES &
DRIVEWAYS AWAY FROM
THE BUILDING, TYP.
TYP.
TYP.
(E) GAR. DOOR
OPENING BEYOND
(N) PREFAB. WOOD
TRUSSES PER ENG. TRUSS
DOCUMENTS
(N) SPRAY-ON FOAM ROOF
SYSTEM ON CDX PLYWD.
SEE FRAMING PLAN
(N) STUCCO FINISH AS
SPECIFIED TYP.
(N) STUCCO FINISH AS
SPECIFIED PER ELEVS.
(N) M.R. BARRIER ON 7/16"
CDX PLYWD. / OR 3/8" OSB
ON 2X6 @ 16" O.C. TYP.
(N) PAINTED 1/2" GYP.
BD. INTERIOR TYP.
(N) WINDOWS PER PLANS
(N) 4" CONC. SLAB O/ 4" ABC
PER FNDT'N PLAN
+8'-0" T.O. HEADERS
+12'-9" T.O. PARAPET
EXIST'G STUCCO ON
WOOD FRAMING, TYP.
(N) GALV. MTL.'FLAT'
ROOF VENTS, PER
ROOF PLAN TYP.
1
(N) GALV. MTL SCUPPERS.
PAINT TO MATCH ADJACENT
STUCCO WALLS TYP.
(SEE DTL. 2 / A3.0)
1
NOTE: NEW EXTERIOR FINISHES AND
DETAILS ARE TO MATCH THE (E)
HOUSE AS CLOSELY AS POSSIBLE.
FIELD VERIFY EXACT CONDITIONS
1
1
2
+10'-0" (N) BOT. TRUSSES
+10'-0" (N) BOT. TRUSSES
ABOVE TOP OF (N) GARAGE STEMS
ABOVE TOP OF (N) GARAGE STEM
2
+10'-0" (N) BOT. TRUSSES
ABOVE TOP OF (N) GARAGE STEM
T.O. GARAGE STEM
T.O. GARAGE STEM
T.O. GARAGE STEM
MATCH
EXSTG
SHAPE
8'-0" TYP. A.F.F.
8'-0" TYP. A.F.F.
MATCH
EXSTG
SHAPE
+10'-0" (N) BOT. TRUSSES
ABOVE TOP OF (N) GARAGE STEM
2
T.O. GARAGE STEM
2
PROVIDE R-19 BATT INSULATION IN
ALL NEW GARAGE WALLS
PROVIDE R-30 BATT INSULATION
AT NEW GARAGE ROOF TIGHT TO
UNDERSIDE OF ROOF PLYWOOD.
DO NOT BLOCK VENTS
NOTE: FIELD VERIFY THE EXISTING
HOME'S WALL HEIGHTS & DETAILS
EXTERIOR ELEVATIONS
A2.0
1.
THE GENERAL CONTRACTOR (G.C.) SHALL FIELD-VERIFY ALL EXISTING
ACTUAL CONDITIONS AND COMMUNICATE ANY PLAN DISCREPANCIES AND
COSTS WITH THE OWNER IN A TIMELY MANNER, PRIOR TO WORK.
2. TYPICAL EXTERIOR STUCCO FINISHES (U.N.O.):
AT FRAMED WALLS: PROVIDE A COMPLETE 3-COAT STUCCO SYSTEM ON
GALVANIZED EXPANDED MTL. LATH, ON MOISTURE BARRIER. STUCCO BY
'PAREX' (OR EQ.) E.S.R. #2564. ON CDX PLYWD. OR A 'WESTERN ONE-KOTE'
STUCCO SYSTEM. STUCCO TO HAVE A 'LIGHT SAND' FINISH AND MATCH THE
EXISTING HOUSE'S STUCCO/COLOR, OVER EXPANDED GALVANIZED METAL
LATH, ON 1" EPS FOAM BOARD, OVER AN APPROVED MOISTURE BARRIER
WRAP ('TYVEK'), ON 3/8" EXTERIOR GRADE O.S.B. SHEATHING OR 1/2" THICK
CDX PLYWOOD (FULL-WRAP BUILDING SHEATHING FOR STRUCTURAL-SHEAR
RESISTANCE) ON MIN. 2X6 DOUG-FIR WOOD STUD FRAMING @ MAX. 16" O.C.
SPACING, TYP. (U.N.O.). PROVIDE SIMPSON STEEL TIES, STRAPS, AND
CONNECTORS AS REQUIRED. FOLLOW ALL FINISH SYSTEM MANUFACTURER'S
PUBLISHED INSTRUCTIONS, TYP.
3. ALL STUCCO FINISHED EXTERIOR WALLS SHALL HAVE APPROVED 26
GAUGE CORROSION RESISTANT (GALV.) WEEP SCREEDS WITH A MINIMUM
VERTICAL ATTACHMENT FLANGE OF 3-1/2 INCHES, INSTALLED 3/4 INCHES
BELOW THE FOUNDATION PLATE LINE ON ALL EXTERIOR STUD WALLS. WEEP
SCREEDS SHALL BE PLACED A MINIMUM OF 4 INCHES ABOVE FINISH GRADE.
4. ROOF FINISH SHALL MATCH THE EXISTING ROOF FINISH. PROVIDE AT A
MINIMUM: 1" THICK (MIN.) SPRAY ON POLYURETHANE FOAM SYSTEM AS BY
'ULTRA-THANE' OR EQUAL (ESR # 3239), OVER A MOISTURE RESISTIVE
BARRIER THAT IS APPROVED AND INSTALLED PER THE MANUFACTURER'S
PUBLISHED INSTRUCTIONS, AND WITH ALL ACCESSORIES, FLASHING &
SEALANTS AS REQUIRED.
5. ROOF FINAL FINISHES SHALL SLOPE A MINIMUM OF 3/8" PER FOOT TO
DRAINS TYP.
6. IN UNCONDITIONED / NON-INSULATED ATTIC SPACES, PROVIDE VENTS
WITH A NET FREE AIR ROOF VENTILATING AREA OF NOT LESS THAN 1 SQUARE
FOOT PER EACH 300 S.F. OF ATTIC AREA, FOR BOTH GABLE AND EAVE (IF
OCCUR, SEE PLANS) IN LOW AND HIGH VENT LOCATIONS AND WITH 1 SF
SQUARE FOOT PER EACH, AND 150 S.F. FOR GABLE (HIGH) VENTS. PROVIDE
SEALED GALV. METAL 'FLAT' VENTS AT FLATTER PARAPET STYLE ROOFS.
7. AT EXTERIOR CEILINGS PROVIDE A MIN. OF 1 LAYER OF
WATER-RESISTANT EXTERIOR-RATED CEILING BOARD (ICBO ES AC59) WITH
MINIMUM 2-COAT PAINT FINISH TYP., UNLESS NOTED OTHERWISE (U.N.O.).
8. PROVIDE ALL REQUIRED FLASHING AND SEALANTS AT JOINTS AND
TRANSITIONS BETWEEN NON-SIMILAR MATERIALS. FLASHING MATERIALS
SHALL BE 26 GAUGE, GALVANIZED STEEL OR ALUMINUM. SOLDER STEEL
JOINTS CONTINUOUSLY AS REQUIRED, TYP..
9. PROVIDE APPROVED WATER PROOF SEALANTS (SILCONE) WITH COLOR TO
MATCH ADJACENT FINISH. SEAL ALL JOINTS WHERE EXPOSED AND OR
FLASHING MEETS THE EXTERIOR FINISH MATERIALS.
10. THE ROOFING CONTRACTOR SHALL FURNISH ALL "Z" METAL FLASHING AT
FLAT ROOF AREAS. STUCCO LATH CONTRACTOR SHALL PROVIDE WEEP
SCREEDS. THE G.C. TO PROVIDE FULL COORDINATION.
11. DO NOT SCALE DRAWINGS. PREPARE WRITTEN REQUESTS FOR
INFORMATION TO THE DESIGNER WITH ANY DRAWING QUESTIONS.
GENERAL NOTES - ELEVATIONS:
PROVIDE NEW PREFABRICATED, FACTORY-FINISHED ALUMINUM
FRAME, INSULATED, DUAL-GLASS PANEL WINDOWS, 1" TOTAL
THICKNESS, TYP. COORDINATE TINT WITH OWNER AND WITH H.O.A.
ACCEPTABLE STANDARDS.
UNLESS NOTED OTHERWISE PROVIDE NEW WINDOWS AS
MANUFACTURED BY:
"HERITAGE WINDOWS AND DOORS" (OR EQUAL)
FRAME COLOR: FIELD VERIFY & MATCH EXISTING HOME'S
WINDOWS.
NOTE: PROVIDE TEMPERED GLASS PANELS AT ALL DOORS WITH
GLASS, AND AT LOCATIONS AS REQUIRED BY THE LOCALLY
ADOPTED BUILDING CODE, (I.R.C.) TYP.
WINDOWS:
12. PROVIDE A MOISTURE-BARRIER WRAP ('TYVEK' OR EQUAL) OR A MIN. 30#
FELT BUILDING PAPER AS FLASHING AT ALL HEADS, PENETRATIONS, JAMBS,
AND SILLS OF WINDOW AND DOOR OPENINGS.
13. ALL EXTERIOR WALL PENETRATIONS BY PIPES, SCUPPERS, DUCTS,
WOOD, CONDUITS, ETC., SHALL BE SILICONE SEALED / CAULKED AND
WATER-TIGHT TYP.
14. ANY VISIBLE METAL / FLASHING TO BE PAINTED TO MATCH COLOR OF
THE ADJACENT WALL FINISH.
15. SECONDARY ROOF SLOPES SUCH AS VALLEYS, CRICKETS OR SLOPING
LEDGES SHALL NOT SLOPE LESS THAN 3/8" INCH PER FOOT, TYP..
16. MINIMUM ROOF SLOPES SHALL BE MIN. 3/8 INCH PER FOOT, TYP.
17. JUNCTURES OF ALL BUILT-UP ROOFING AND/OR ROOF DECKS WITH
VERTICAL WALL SURFACES SHALL:
A) EXTEND FOAM ROOFING, BUILT-UP ROOFING OR DECK SURFACING UP
THE FACE OF THE VERTICAL SURFACE.
B) HAVE CANT STRIPS PROVIDED AS NECESSARY.
C) HAVE FLASHING AND COUNTER FLASHING INSTALLED AT EXTERIOR WALL
FINISHING SYSTEM.
18. THE G.C. SHALL COORDINATE ALL FINAL FINISHES AND COLORS (ETC.)
WITH THE LOCAL H.O.A. AND THE OWNER.
SHEET NO.
DATE:
ISSUED FOR:
R.F.
05/02/2025
A r i z o n a H o m e P l a n n i n g
A s s o c i a t e s
Professional Design and Drawing Consultants
Scottsdale, Arizona
Phone: (602) 908-4537 Email: RussFerris@gmail.com
APAH
www.AHPA.design.officelive.com
1
20-007
A.P.N.: 219-14-010
# BLDR2501698
GARAGE ADDITION TO EXISTING HOME
THE JAY BROWN RESIDENCE
18948 EAST WAXWING DRIVE
RIO VERDE, ARIZONA 85263
DESIGN
MC REVS 1 04/08/2025
MC REVS 2 05/02/2025
2
1

6"
8"
6"
SEALANT ALL SIDES
(MATCH STUCCO COLOR)
18 GA. (MIN.) GALV.
MTL. SCUPPER
SLEEVE: PAINT TO
MATCH STUCCO,TYP.
3"
NOTE:
MOISTURE-RESISTIVE
BARRIER WRAP ('TYVEK')
ENTIRE OPENING, TYP.
ROOF FRAMING
PER PLANS.
TAPER ROOF FINISH.
PROVIDE GALV. METAL
FLASHING AT OPENING, TYP.
ROOF FINISH SYSTEM UP SIDE
WALLS, TYP.
WALL STUCCO TERMINATION
FLASHING REGLET (CONT.)
2X6 @ 24" O.C. PARAPET
WALL, WITH STUCCO SYSTEM
(2) 2x HEADER WITH
CDX PLYWD. BLKG. AS
REQUIRED, TYP.
STUCCO SYSTEM AS
SPECIFIED
6"
3"
ROOF FRAMING
PER PLANS.
LOCATE BOTTOM OF
OVERFLOW DRAIN AT 2"
ABOVE THE LOW POINT
OF THE ROOF SERVED
NEW PRIMARY DRAIN
NEW OVERFLOW DRAIN
NOTE: ROOF DRAINS SHALL
COMPLY WITH (IPC 1106 & 1108)
2"
SEE DTL 'A' FOR
SIMILAR NOTES
A
B
CLR.
OPEN'G
NOTE: SEE ROOF PLAN FOR
SCUPPER DRAIN LOCATIONS
SCUPPER
SCUPPER
TYP.
MIN. (2)-2X12 HEADER AT GARAGE
+8'-0" AFF BOT. OF BEAM
4X6 OR (3)-2X6 POST AT GARAGE
DOOR OPENING EA. SIDE W/ MIN.
SIMPSON CC51/4x8, TYP. SEE
PORTAL DETAIL THIS SHEET
(3/A3.0)
+10'-6" BOT. OF NEW
TRUSSES, TYP.
-
3
(2) 2X10 HDR
BOT @ +8'-0"
(2) 2X8 HDR
BOT. @ +8'-0" AFF
SLOPE 3/8"
PER FT. TYP.
-
2A
D1
16
TYP.
NOTE: REFER TO DETAIL (13 / D1.0)
FOR HEADER SIZES AND MORE
INFORMATION.
1
2
1
4
3
5
6
11
10
9
7
8
1
PREFAB. WOOD TRUSSES @ 24" O.C. TYP.
1
(2) 2X10 HDR
BOT @ +8'-0"
1
FIRE BLOCKING NOTE:
PROVIDE NON-COMBUSTIBLE SOLID FIRE
BLOCKING AT:
1.
CONCEALED SPACES OF STUD WALLS
AND PARTITIONS, INCLUDING FURRED
SPACES, AT THE CEILING & FLOOR
LEVELS AND AT 10'-0" O.C. MAX.
INTERVALS IN ALL DIRECTIONS.
2.
AT VOIDS, SOFFITS, DROP CEILINGS &
COVE CEILINGS.
3.
IN ANY CONCEALED SPACES BETWEEN
STAIR STRINGERS AT THE TOP & BOTTOM
OF THE RUN AND BETWEEN STUDS
ALONG AND IN-LINE WITH STAIR RUN IF
THE WALLS UNDER THE STAIRS
UNFINISHED.
4.
AT OPENINGS AROUND VENTS, PIPES,
DUCTS, CHIMNEYS, FIREPLACES (ETC.).
5.
AT OPENINGS BETWEEN ATTIC SPACES &
CHIMNEY CHASES FOR ANY
FACTORY-BUILT FIREPLACE CHIMNEYS.
6.
AT STAGGERED STUDS FOR SOUND
CONTROL WALLS, PROVIDE MINERAL
FIBER WOOL OR GLASS FIBER BATTS, OR
OTHER APPROVED NON-RIGID MATERIAL
AS A FIRE STOP.
7
1
1
1
10
12
1
1
ROOF VENT CALC.:
VENT REQUIRED: 230 SF / 150 = 1.53 X 144 = 220.7 S.I.
VENT PROVIDED: (2) - 'FLAT' METAL VENT (18"X18")
247 S.I. NET FREE VENT AREA EACH
(2) X 247 S.I. = 494 S.I. PROVIDED
ROOF AREA: 230 S.F.
(SEE VENT DETAIL 'A'/A3.0 THIS SHEET)
1
A2.0
A
-
2B
2
2
SEE ELEVATIONS FOR PLATE HEIGHT
1.
EXISTING PARAPET WALLS TO REMAIN. MODIFY / REMOVE
EXISTING STUCCO SYSTEM AS REQUIRED FOR CONNECTION OF
NEW STRUCTURE. PROVIDE NEW WATERPROOF WRAP ('TYVEK')
& FLASHING AS REQUIRED.
2.
EXISTING ROOF AND FINISHES TO REMAIN. PROTECT AND
MAINTAIN DURING NEW CONSTRUCTION. MAINTAIN ALL EXISTING
HOME'S FINISH WARRANTIES IN PLACE.
3.
NEW ROOF: PROVIDE 7/16" CDX PLYWD. W/ MIN. 8D NAILS @ 6"
O.C. & 12" O.C. AT FIELD TO TRUSSES AND MIN. 2-LAYERS OF
LAPPED 15 LB. BLDG PAPER AND PER THE ROOF FINISH MFR'S
PUBLISHED INSTRUCTIONS.
4.
PROVIDE NEW COMPLETE WATERPROOF URETHANE
SPRAY-FOAM ROOF FINISH SYSTEM (ESR # 2298). COLOR TO
MATCH THE (N) STUCCO PARAPETS AND (E) HOME WALLS, W/ A
MIN. 15-YEAR WARRANTY. FINAL ROOF FINISH COLOR TO MATCH
THE ADJACENT STUCCO PARAPET WALL COLOR AS CLOSELY AS
POSSIBLE, TYP.
5.
PROVIDE NEW D.F. 2X6 @ 16" O.C. (MAX.) TYP. FRAMED WALLS &
PARAPETS. PARAPETS MAY BE FORMED BY PREFAB. WOOD
TRUSS VERTICAL LEGS (REFER TO THE PERMIT APPROVED
TRUSS ENG. SHOP DRAWINGS). FULL WRAP THE ENTIRE NEW
STRUCTURE AND ROOF WITH 7/16" CDX EXTERIOR GRADE
PLYWOOD OR 3/8" O.S.B. SHEATHING FOR LATERAL (SHEAR)
RESISTANCE. PROVIDE MIN. 8D NAILS @ 6" O.C. & 12" O.C. AT
FIELD. PROVIDE A MOISTURE RESISTIVE BARRIER ('TYVEK' OR
EQ.) AND A NEW 3-COAT STUCCO SYSTEM AS SPECIFIED. REFER
THE EXTERIOR ELEVATIONS FOR ALL HEIGHTS, MORE NOTES
AND INFORMATION.
6.
EXTEND THE NEW WATERPROOF ROOF FINISH SYSTEM UP THE
INSIDES OF ALL PARAPET WALLS, A MIN. 16" HIGH, TYP.
7.
PROVIDE NEW EXTERIOR GRADE (CDX) PLYWOOD CRICKETS TO
DRAIN. SLOPE MIN. 3/8" PER FT., FINISH WITH SPECIFIED WATER
PROOF ROOF SYSTEM, TYP.
8.
NEW SCUPPER & OVERFLOW DRAINS: PROVIDE FRAMED
OPENING & GALV. METAL LINER, SEALANT &FLASHING W/
WATER PROOF FINISH. (SEE DETAIL '2'/-). ANY EXPOSED METAL
TO BE PAINTED TO MATCH THE ADJACENT PARAPET WALL.
9.
NEW 2X (MIN.) SOLID BRACING AT 8'-0" O.C MAX. SPACING
BETWEEN TRUSSES AT THE TRUSS TOP CHORDS, SEE 9/D1.0.
10.
PROVIDE NEW GALV. 'FLAT' SHEET METAL ROOF VENTS AS
REQ'D IN A HIGH-LOW CONFIGURATION. SEE DETAIL 'A'/- ON THIS
SHEET. PAINT EXPOSED METAL TO MATCH THE ROOF COLOR
(MAINTAIN FREE AIR FLOW). PROVIDE CURB, GALV. FLASHING &
SEALANT & A FULL WATER PROOF SEAL, TYP.
11.
PROVIDE MIN (2) 2X4 HEADER AT ROOF OPENING FOR VENT AT
BOTH SIDES LOCATED BETWEEN ROOF JOISTS / TRUSSES.
REFER TO THE DETAILS SHEET(S).
12.
PROVIDE AN EMERGENCY OVERFLOW SCUPPER DRAIN. SEE
DETAIL FOR MORE INFO.
1
1
1
1
2
2
BEAM PER FRAMING PLAN
FASTEN SHEATHING TO
HEADER W/ 8d COMMON
OR GALVANIZED BOX
NAILS IN 3" GRID O.C. IN
ALL FRAMING (STUDS,
BLOCKING & SILLS) TYP.
HOLD MIN. 1/2" EDGE DISTANCE FOR THE
HOLD DOWNS, WHERE OCCURS, TYP.
PROVIDE MIN. 7/16" THICK CDX EXTERIOR
GRADE PLYWOOD, OR 3/8" THICK O.S.B.
SHEATHING, TYP.
SINGLE 2X TRIMMER STUD UNDER
BEAM TYP.
16" OR 24"
AT 1 STORY MIN. WIDTH = 16"
2 STORY MIN. WIDTH = 24"
MIN. 2X4 FRAMING, TYP.
SEE PLANS.
FASTEN TOP PLATE TO HEADER W/
(2) ROWS 16d SINKER NAILS @ 3"
O.C. (TYP.)
SIMPSON ST-6224 STRAP OPPOSITE
OF SHEATHING
6'-0" TO 18'-0" MAX.
OPENING. SEE PLANS
EXTENT OF HEADER
(ONE BRACED WALL PANEL)
CONCRETE SLAB PER
FOUNDATION PLAN
"SIMPSON" PAHD42 HOLD DOWNS WITH MIN.
(16) 10d x 1 1/2" NAILS, OR PROVIDE "SIMPSON"
HPAHD22 WITH MIN. (24) 10d x 1/12" NAILS, TYP.
5/8" DIA. X 15" STEEL ANCHOR BOLTS,
EMBED 7" (MIN.) IN CONCRETE; LOCATE
AT CENTERLINE OF SILL PLATES, TYP..
POST PER FRAMING PLAN TYP.
AT PANEL SPLICES: PANEL EDGES
SHALL BE 2X SOLID BLOCKED, &
OCCUR WITHIN 24" OF MID-HEIGHT ONE
ROW OF TYP. PROVIDE SHEATHING TO
FRAMING NAILING (REQ'D.) 2X4
BLOCKING MUST BE NAILED TOGETHER
W/ (3) 16d SINKERS, TYP.
(2) - 2X BLOCKING
ON (1) 2X P.T. SILL PLATE
PROVIDE 7" MIN. STL. A.B. & HOLD DOWN
EMBEDMENT IN CONCRETE, TYP.
NOTE:
THICKENED FOOTINGS WHERE
SPECIFIED (SEE FOUNDATION PLAN).
ROOF FRAMING PLAN
A3.0
FRAMING GENERAL NOTES:
14'-9"
16'-11"
18'-8"
22'-4"
19'-6"
24'-7"
2x8
2x6
24" O.C.
16" O.C.
12" O.C.
16" O.C.
24" O.C.
12" O.C.
9'-5"
10'-9"
11'-10"
2x4
24" O.C.
16" O.C.
12" O.C.
1. PROVIDE MINIMUM (2)-2x (WALL THICKNESS) STRAIGHT, D.F.
STUDS AT ALL BEAMS, HEADERS, MULTIPLE TRUSSES, AND
GIRDER-TRUSS SUPPORTS, UNLESS OTHERWISE NOTED, TYP.
2. PROVIDE FRAMING HANGERS, STRAPS AND CONNECTORS BY
"SIMPSON", AS REQUIRED. REFER TO THE STRUCTURAL
ENGINEERING DOCUMENTS.
3. REFER TO THE STUCTURAL ENGINEERING DOCUMENTS. ANY
SUBSTITUTIONS ARE TO BE REVIEWED & HAVE WRITTEN
APPROVAL BY THE STRUCTURAL ENGINEER OF RECORD.
4. BUILT UP ROOFS AND ANY WALKING DECK SLOPES TO BE MIN.
3/8" PER FOOT AND LEAD TO FLASHED SCUPPERS OR DRAINS,
TYP. U.N.O.. SEE PLAN.
5. SHEATHING: FULL WRAP THE ENTIRE NEW STRUCTURE AND
ROOF WITH 7/16" CDX EXTERIOR GRADE PLYWOOD OR 3/8" O.S.B.
SHEATHING FOR LATERAL (SHEAR) RESISTANCE WITH W/ MIN. 8D
NAILS @ 6" O.C. & 12" O.C. AT FIELD TYP. (U.N.O.)
6. 'FLAT' ROOF TRUSSES SHALL BE PITCHED MIN. 3/8" PER FOOT,
TYP., UNLESS OTHERWISE NOTED.
7. SHEATH ALL EXTERIOR WALLS WITH MIN. 1/2" THICK EXTERIOR
GRADE (CDX) PLYWOOD OR 3/8" O.SB., FULL WRAP FOR SHEAR
RESISTANCE, TYP.
8. COORDINATE / PROVIDE FOR ADDITIONAL FRAMING
REQUIREMENTS WITH (LATERAL) SHEAR REQUIREMENTS:
WHEREVER NOTED ON PLANS.
9. PROVIDE SCREENED ROOF VENTS AS REQUIRED.
10. PROVIDE FIRE BLOCKING AT MAX. 10'-0" ALL DIRECTIONS IN
FRAMING. (REFER TO GENERAL NOTES AND SECTIONS), PROVIDE
FIRE BLOCKING AS REQUIRED BY LOCALLY ADOPTED CODES.
11. G.C. & ROOFING SUB-CONTRACTORS SHALL VERIFY ALL
DIMENSIONS, AREAS, VOLUMES AND VENT-CALCULATIONS AND
PROVIDE FOR CODE-REQUIRED ROOF VENTING. ROOF VENTS ARE
TO BE PROVIDED PER LOCALLY ADOPTED CODE GUIDELINES &
COORDINATED WITH FRAMING AND ROOF LAYOUT, TYP.
12. REFER TO THE FINAL, APPROVED ENGINEERED (STAMPED)
TRUSS DESIGN DOCUMENTS: ITS LAYOUT, CALCULATIONS &
SPECIFICATIONS SHALL TAKE PRIORITY OVER THESE PLANS, BUT
SHALL NOT BE LESS THAN THE REQUIRED MINIMUM ALLOWED BY
THE LOCAL BUILDING CODE(S). ALL SUBSTITUTIONS SHALL MEET
OR EXCEED THE SPECIFICATIONS SHOWN HEREIN (APPROVED
EQUAL). THE G.C. SHALL COORDINATE AND GET FINAL TRUSS
DOCUMENT APPROVAL FROM THE LOCAL JURISDICTION AND THE
OWNER, PRIOR TO ANY TRUSS FABRICATION OR INSTALLATION.
13. SCREEN ANY/ALL OPENINGS IN THE ROOF STRUCTURE AND
ENVELOPE (VENTS, PIPES, ETC.) AGAINST CLIMATIC ELEMENTS
SUCH AS WIND & RAIN, BIRDS AND FROM VERMON AND INSECTS,
TYPICALLY.
14. ANY ROOF SYSTEM SUBSTITUTIONS SHALL BE OF AN EQUAL
QUALITY OR GREATER, AND HAVE REVIEW AND WRITTEN
APPROVAL FROM THE OWNER.. REFER TO THE MATERIAL
SPECIFICATIONS AND APPLICABLE DETAILS FOR ALL INFORMATION
REGARDING ROOF TILES, ANY PARAPET WALLS AND ROOFING
SYSTEMS. FOLLOW ALL MANUFACTURER'S PUBLISHED
INSTRUCTIONS, DETAILS AND NOTES, TYP.
15. ADEQUATE, GALVANIZED FLASHING & COUNTER-FLASHING,
AND SILICONE SEALANT SHALL BE PROVIDED AT ANY/ALL
FINISHED MATERIAL TRANSITIONS, JOINTS, FLASHING, TRIMS AND
OR REGLETS.
1
NOTE:
THE OVERALL HEIGHT OF THIS BUILDING STRUCTURE MAY
NOT EXCEED 30'-0" ABOVE EXISTING NATURAL GRADE,
AND IS TO COMPLY WITH MARICOPA COUNTY ORDINANCES.
SHEET NO.
DATE:
ISSUED FOR:
R.F.
05/02/2025
A r i z o n a H o m e P l a n n i n g
A s s o c i a t e s
Professional Design and Drawing Consultants
Scottsdale, Arizona
Phone: (602) 908-4537 Email: RussFerris@gmail.com
APAH
www.AHPA.design.officelive.com
1
20-007
A.P.N.: 219-14-010
# BLDR2501698
GARAGE ADDITION TO EXISTING HOME
THE JAY BROWN RESIDENCE
18948 EAST WAXWING DRIVE
RIO VERDE, ARIZONA 85263
DESIGN
MC REVS 1 04/08/2025
MC REVS 2 05/02/2025
2
2
KEYED NOTES:
-
N
SCALE: 1/4" = 1'-0"
ROOF FRAMING PLAN
SCALE: 1" = 1'-0"
TYP. SCUPPER & OVERFLOW DRAIN
CEILING JOIST SCHEDULE
JOIST SIZE
MAX. SPACING
MAX. SPAN
3
DETAIL - BRACED WALL PORTAL
N.T.S.
1
1
NOTE:
SET BOTTOMS OF NEW HEADERS AT +8'-0" MEASURED
FROM ABOVE THE HIGH POINT OF NEW ADJACENT SLAB
SURFACE, TYP. (U.N.O.)
NOT TO SCALE
4 or 8"
18"x18"
26"
4"
SIZE:
A
C
B
B
E
C
D
A
18"
30"
D
E
N.F.V.A.
247. S.I.
NOTES:
1. PROVIDE ALL 28 GA. GALV.
STEEL CONSTRUCTION.
2. VENT OPENINGS TO BE MESH
SCREENED FOR BUGS.
3. FLASH & SILICONE SEAL ALL
ROOF OPENINGS.
4. G.C. PROVIDES FRAMING &
BLOCKING AS REQUIRED.
5. DO NOT PAINT ANY SCREENS
(OR G.C. TO PROVIDE AN APPROVED EQUAL)
N.T.S
TYP. 'FLAT' METAL ROOF VENT
4" DIMENSIONAL
STANDARD TYP.
A
MANUFACTURED BY:
METAL PRODUCTS COMPANY, INC. PHOENIX, ARIZONA
ITEM #VF2Q1818
PROVIDE STANDARD DIMENSIONAL SIZES.
PLAN SYMBOL
1
2

TYPICAL EXTERIOR WALL FOOTING
FOOTING AT DEPRESSED STEM
01
02
03
05
10
08
07
06
15
14
13
12
11
THICKENED SLAB AT INTERIOR BEARING
EXTERIOR WALL POST
INTERIOR BEARING WALL FOOTING
TYPICAL FRAMED HEADER
PERFORATED SHEAR WALL
AT SHEAR WALL
CORNER AND "T" CONNECTION
16
TYP. NEW PARAPET DETAIL
04
17
18
19
20
SLAB END DETAIL
BEAM TO WALL POST CONNECTION
PLAN
SECTION B
SECTION A
BLOCKING BETWEEN TRUSSES
9
GARAGE CEILING ATTIC HATCH
NOT USED
NOT USED
SLAB CONNECTION TO EXSTG SLAB
1
NOT USED
1
1
1
1
NOT USED
1
NOT USED
1
NOT USED
1
1
D1.0
DETAILS
SHEET NO.
DATE:
ISSUED FOR:
R.F.
05/02/2025
A r i z o n a H o m e P l a n n i n g
A s s o c i a t e s
Professional Design and Drawing Consultants
Scottsdale, Arizona
Phone: (602) 908-4537 Email: RussFerris@gmail.com
APAH
www.AHPA.design.officelive.com
1
20-007
A.P.N.: 219-14-010
# BLDR2501698
GARAGE ADDITION TO EXISTING HOME
THE JAY BROWN RESIDENCE
18948 EAST WAXWING DRIVE
RIO VERDE, ARIZONA 85263
DESIGN
MC REVS 1 04/08/2025
MC REVS 2 05/02/2025
2

+48"
GFCI
+18"
GFCI
+18"
GFCI
+18"
GFCI
+48"
GFCI
(N) EXTERIOR LIGHTS ALL TO BE
SHIELDED SCONCES, DAMP/WET
LISTED FIXTURES LABELED FOR
EXTERIOR USE [PER 2018 IRC
E4003.9] TYP.
GARAGE DOOR
OPENER KEYPAD
(N) SWITCH AT (E)
HOUSE GARAGE
ENTRY DOOR
WIRE TO (E)
GARAGE FRONT
LIGHTS
KEEP (E) HOME'S
120/208V PANEL &
ELEC. METER.
(FIELD VERIFY)
(E) 2-CAR
GARAGE
(E) CART
GARAGE
(N)
GARAGE
TRACK LIGHTING
WALL MOUNTED EXTERIOR FLOOD LIGHTS PAIR
SMOKE DETECTOR +12" BELOW CEILING
SPEAKERS, CEILING MOUNTED (PRE-WIRE ONLY)
TELEVISION OUTLET, VERIFY LOCATION WITH OWNER
TELEPHONE OUTLET, VERIFY LOCATION WITH OWNER
RECESSED 'KICK LIGHT', +12" A.F.F., TYP. U.N.O.
DISCONNECT SWITCH
VOLUME CONTROL
PHOTO CELL
HEAT LAMP
APPROVED WATERPROOF FIXTURE
DOOR CHIME
EXHAUST FAN
PUSH-BUTTON DOOR BELL
AND 9'' MIN. FROM EDGE OF GARAGE DOOR OPENING.
LIGHT OUTLET, RECESSED ROUND, VAPORPROOF
WEATHER-PROOF DUPLEX BOX W/ GROUND FAULT INTERUPT
LOW VOLTAGE OUTLET, SHALL BE 6'' FROM FLOOR
RECEPTACLE, STANDARD +12" UNLESS OTHERWISE NOTED
SWITCH, SINGLE POLE, @ +48" UNLESS OTHERWISE NOTED
RECESSED (CAN) LIGHT FIXTURE
LIGHT OUTLET, CEILING SURFACE-MOUNTED
RECESSED DIRECTIONAL LIGHT FIXTURE
LIGHT OUTLET, PULL CHAIN
LIGHT OUTLET, WALL MOUNTED
2'-0" VANITY 'BAR' LIGHT FIXTURE (MAKEUP LIGHTS)
RECEPTACLE, 1/2 'HOT' SWITCHED
RECESED DUPLEX OUTLET IN SLAB. VERIFY LOCATION W/ OWNER
PC
VP
SWITCH, 4-WAY
SWITCH, 3-WAY
RECEPTACLE, 220V
SWITCH, SINGLE POLE, WITH DIMMER
E L E C T R I C A L S Y M B O L S:
220v
L.E.D. 'STRIP' LIGHT UNDER CAB.
RECESESSED J-BOX FOR OWNER-SELECTED
FIXTURE, (BRACE ALL CEIL'G FANS, TYP..)
1/2
INTERCONNECTED CARBON DIOXIDE
SENSOR W/ AUDIBLE ALARM & BACKUP
BATTERY SYSTEM.
G.F.C.I. = GROUND FAULT CIRCUIT INTERUPT
A.F.C.I. = ALL FREQUENCY CIRCUIT INTERUPT
SURFACE MOUNTED FLUORESCENT
LIGHT FIXTURE: 48" LONG, WITH WHITE
COVER.
G.F.C.I.
WP.
ELECTRCIAL PLAN
SCALE: 1/4" = 1'-0"
ELECTRICAL PLAN - NEW GARAGE
1
E1.0
SHEET NO.
DATE:
ISSUED FOR:
R.F.
05/02/2025
A r i z o n a H o m e P l a n n i n g
A s s o c i a t e s
Professional Design and Drawing Consultants
Scottsdale, Arizona
Phone: (602) 908-4537 Email: RussFerris@gmail.com
APAH
www.AHPA.design.officelive.com
1
20-007
A.P.N.: 219-14-010
# BLDR2501698
GARAGE ADDITION TO EXISTING HOME
THE JAY BROWN RESIDENCE
18948 EAST WAXWING DRIVE
RIO VERDE, ARIZONA 85263
DESIGN
MC REVS 1 04/08/2025
MC REVS 2 05/02/2025
2
1. PROVIDE DIMMERS FOR ALL RECESSED LIGHTING AND FAN/LIGHT
CIRCUITS. USE 'LEVITON DACORA' SERIES UNLESS NOTED OTHERWISE. IF
WATTAGE ON CIRCUIT EXCEEDS CAPACITY, VERIFY W/G.C. WHETHER TO
DIVIDE CIRCUIT INTO TWO OR MORE ZONES, OR TO USE A HEAVY DUTY
DIMMER.
2. PROVIDE 110V TO LANDSCAPE IRRIGATION CONTROLLERS AS PER
LANDSCAPE CONTRACTOR (ONE AT FRONT, ONE AT REAR OF RESIDENCE).
3. POOLS, SPAS and RELATED FEATURES ARE ALL BY A SEPARATE PERMIT.
4. PRE-WIRE FOR SECURITY, "SURROUND SOUND", CATV & COMPUTER
MODEM/CONNECTIVITY.
5. DO NOT LOCATE ELECTRICAL FIXTURES or OUTLETS BELOW ROOF
DRAINAGE SCUPPERS.
6. PROVIDE FOR LANDSCAPE LIGHTING- SEE LANDSCAPE PLANS.
7. PROVIDE A "UFER" TYPE GROUND ENCASED IN CONCRETE FOOTING per
LOCALLY ADOPTED CODE.
8. THE ELECTRICAL PLAN SHALL BE VERIFIED WITH OWNERS PRIOR TO
INSTALLATION OF ELECTRICAL SYSTEM. THE OWNERS SHALL CONFIRM
EACH FIXTURE TYPE, LOCATION, CHOICE OF BULBS AND OUTLET LAYOUT.
9. SEE ELECTRICAL LOAD CALCS AND DIAGRAMS FOR SIZE AND DETAILS OF
ELECTRICAL SERVICE REQUIRED.
10. VERIFY LOCATIONS OF ANY RECESSED FLOOR OUTLETS, PHONE, FAX
AND TELEVISION OUTLETS, INFIELD, W/OWNERS.
11. AUDIO/VIDEO SUBCONTRACTORS ARE TO VERIFY AND COORDINATE
LOCATIONS OF WIRING, SPEAKERS and EQUIPMENT WITH DESIGNER,
INTERIOR CONSULTANTS and MILLWORK SUBCONTRACTOR, PRIOR TO
INSTALLATION.
12. COORDINATE ALL POOL/SPA REQUIREMENTS AND LOW-VOLTAGE SITE
LIGHTING THAT MAY NOT APPEAR ON THIS PLAN, W/INTERIOR POWER
SOURCES.
13. FIRE-STOP ALL ELECTRICAL PENETRATIONS THOUGH FIRE-RESISTIVE
WALLS, CEILINGS OR FLOORS, (SEE PLANS), USING APPROVED METHODS TO
MAINTAIN THE FIRE-RESISTIVE RATING(S).
GENERAL ELECTRICAL NOTES
14. COORDINATE ACTUAL LOCATIONS OF EXISTING ELECTRICAL SERVICE &
EQUIPMENT, SHOWN HERE AND ON SITE PLAN(S), WITH ACTUAL SITE
CONDITIONS.
15. THIS ELECTRICAL LAYOUT IS FOR REFERENCE ONLY. REFER TO
REFLECTED CEILING PLAN(S) & FLOOR PLAN(S) FOR FINAL PLAN
CONFIGURATION.
16. ALL CIRCUITS SUPPLYING OUTLETS TO BEDROOMS SHALL BE
ARC-FAULT CIRCUIT INTERRUPT PROTECTED, TYPICALLY, (AFCI).
17. THE FOLLOWING EXACT LOCATIONS TO BE VERIFIED IN-FIELD, WITH
THE OWNERS, PRIOR TO ELECTRICAL INSTALLATION:
a. RECESSED FLOOR OUTLETS
b. WIRED MUSIC or INTERCOM SPEAKERS & EQUIPMENT
c. COMPUTER STATIONS
d. SECURITY LIGHTING FIXTURES & SWITCHES
e. EXTERIOR EAVE OUTLETS & RELATED SWITCHES
f. LOW VOLTAGE LANDSCAPE LIGHTING & TRANSFORMERS
g. LOW-VOLTAGE PANELS: for COMMUNICATIONS,
COMPUTERS. MODEMS, etc.) a.ka. "STRUCTURED WIRE PANELS".
h. SPECIALTY ITEMS FOR ENTERTAINMENT.
18. NOTE: PROVIDE A SEPARATE 20-AMPERE-RATED BRANCH CIRCUIT FOR
ALL BATHROOM RECEPTACLES.

ELECTRICAL PANEL SCHEDULE,
LOAD CALCS & NOTES
E2.0
KITCHEN APPLIANCE CIRCUITS: (3) @ 1,500 VA EA.
REFRIGERATOR: (1) @ 1,500 VA EA.
MICROWAVE: (1) @ 1,500 VA EA.
ELECTRIC COOK TOP: (1) @ 10,000 VA.
SEPARATE OVEN: (1) @1,920 VA.
DISHWASHER/DISPOSAL: (1) EA. @ 1,500 VA
CLOTHES DRYER: (1) ELECTRIC
CLOTHES WASHER: (1) ELECTRIC
COOK TOP EXHAUST HOOD: (1) @ 1,500 VA
SUB-TOTAL:
FIRST 10 KVA AT 100%
= 36,174 VA
REMAINDER AT 40%: 36,174 VA x (.40) =
=14,469.6 VA
(E) AC CONDENSING UNITS: (2) @ 8,400 VA EA.
POOL EQUIPMENT: (1) @ 1,920 VA
= 4,500
= 3,000
= 1,500
= 10,000
= 1,920
= 3,000
= 6,000
= 1,500
= 1,500
= 46,174 VA
+16,800 VA
+1,920 VA
KEEP EXSTG U.G. PULL &
TERM. SECTION NEMA 3R
BRACED FOR 22,000 AMPS MIN.
#4 CU TO GROUND
KEEP EXSTG. (1) 3" EC RISER PER
LOCAL POWER CO. (TO EXST'G
TRANSFORMER ON SITE)
1/0 XHHW CU COLD
WATER BOND
1/0 XHHW CU GAS BOND.
KEEP EXSTG SECONDARY
CONDUCTORS TYP.
EXSTG MAIN PANEL 'A': (TO REMAIN)
(E) 200 AMP 12V/240V/ 1
0, 3W NEMA 3-R
ENCLOSURE, COMBO. METER SOCKET
AND PANEL, BRACED FOR 22,000 AMPS
MIN. U.L. LISTED FOR S.E.S.- USE. THIS
PANEL IS TO REMAIN. THE G.C. TO
FIELD VERIFY EXACT CONDITIONS.
SHEET NO.
DATE:
ISSUED FOR:
R.F.
05/02/2025
A r i z o n a H o m e P l a n n i n g
A s s o c i a t e s
Professional Design and Drawing Consultants
Scottsdale, Arizona
Phone: (602) 908-4537 Email: RussFerris@gmail.com
APAH
www.AHPA.design.officelive.com
1
20-007
A.P.N.: 219-14-010
# BLDR2501698
GARAGE ADDITION TO EXISTING HOME
THE JAY BROWN RESIDENCE
18948 EAST WAXWING DRIVE
RIO VERDE, ARIZONA 85263
DESIGN
MC REVS 1 04/08/2025
MC REVS 2 05/02/2025
2
AREAS:
EXSTG. LIVABLE: 2,806 S.F.
EXSTG. 2-CAR GAR. + GOLF CART: 804 S.F.
EXSTG. COV. ENTRY & PATIOS = 578 S.F.
TOTAL: 4,188 S.F.
NEW GARAGE ADDTION: +230 S.F.
NEW TOTAL: 4,418 S.F.
KEEP
EXISTING METER
M
NOTE: G.C. TO FIELD VERIFY EXACT
CONDITIONS AND COORDINATE WITH OWNER
PRIOR TO WORK.
LIGHTING & POWER AT 3VA (@3W PER S.F.) X 4,188 S.F. = 12,564
POOL SPA (1) @ 1,500 VA EA.
+1,500 VA
DESCRIPTION:
LOAD (VA)
RATED AT 22,000 AIC. (G.C. TO FIELD VERIFY EXACT CONDITIONS)
1
+NEW GARAGE ADDITION: ( 230 S.F. X 3W PER S.F.) = +690
EXISTING HOME ADDRESS:
THE BROWN RESIDENCE
18948 E. WAXWING DRIVE
RIO VERDE, AZ. 85263
APN: 219-14-010
LIGHTING TOTAL:
13,254
= 13,254
TOTAL:
= 32,269.6 VA
20/1P
20/1P
LAUNDRY
BATH 2 GFCI
30/2P
30/2P
DRYER
BREAKER
(AMP)
20/1P
60/2P
60/2P
20/2P
20/2P
200 AMP BREAKER PANEL, TYPE 3R, 30 SPACE
#4 COPPER BARE UFER GROUND, 20' LONG, TIED TO FOOTING REBAR
#4 COPPER BARE BONDING FOR INTERIOR PLUMBING
EXST'G MAIN PANEL 'A' SCHEDULE (22,000 AIC MIN.)
#4 COPPER BARE BONDING FOR LP GAS
200 AMP MAIN BRAKER
29
27
DESCRIPTION
MICROWAVE
DISHWASHER
REFRIGERATOR
15
19*
25*
23*
21*
17*
5*
9
7**
11*
13
CIRCUIT
NUMBER
3
1
A/C
50/2P
20/1P
20/1P
20/1P
20/1P
BREAKER
(AMP)
50/2P
30
28*
CIRCUIT
NUMBER
10
20**
22*
18**
16
14*
12**
26*
24**
DISPOSAL
RANGE
WATER HEATER
AIR HANDLER A
DESCRIPTION
6
8
4
2
30/1P
31*
32
33
34
35
36
37
38
39
40
15/1P
MASTER SUITE
BED 2 & 3
TEEN/BED 4
GREAT ROOM
FOYER/HALLWAY
MUD ROOM
DINING AREA
15/1P
15/1P
15/1P
15/1P
15/1P
15/1P
15/1P
SMK DETECTORS
20/1P
20/1P
KITCH (APPLIANCE)
KITCH (APPLIANCE)
POOL
POOL
WASHER
20/1P
A/C
50/2P
50/2P
20/2P
20/2P
AIR HANDLER B
FREEZER
20/1P
* - AFCI CIRCUIT
** - GFCI/AFCI CIRCUIT
MSTR BATH GFCI
20/1P
20/1P
BATH 3 GFCI
PWDR RM GFCI
ELECTRICAL LOADS
MAIN PANEL
34,689.6 VA
= 144.54 VA
34,689.6 VA / 240 = 144.54 VA
TOTAL LOAD:
20/2P
20/2P
ONE LINE DIAGRAM
NOTES
ELECTRICAL NOTES:
(WHERE APPLICABLE, SEE PLANS)
1.
1. THE ELECTRICAL PLAN SHALL BE GIVEN TO OWNER &
OWNER-SELECTED INTERIOR DESIGNER (IF APPLIES) FOR REVIEW,
PRIOR TO INSTALLATION OF ELECTRICAL SYSTEM. THE OWNERS
SHALL CONFIRM EACH FIXTURE TYPE, LOCATION, CHOICE OF BULBS
AND OUTLET LAYOUT AND PROVIDE WRITTEN APPROVAL.
2.
SMOKE DETECTORS SHALL BE PROVIDED TO PROTECT EACH
SEPARATE SLEEPING AREA AND BE A MINIMUM OF 3'-0" FROM ANY
DUCT OPENINGS. SMOKE DETECTORS SHALL BE PERMANENTLY
WIRED AND INTERCONNECTED. PROVIDE SMOKE DETECTORS ON
EACH FLOOR LEVEL. WHERE THE HIGHEST POINT OF A CEILING IN A
ROOM THAT OPENS TO THE HALLWAY SERVING THE BEDROOMS
EXCEEDS THAT OF THE OPENING INTO THE HALLWAY BY 24 INCHES
OR MORE, SMOKE DETECTORS SHALL BE INSTALLED IN THE
HALLWAY AND IN THE ADJACENT ROOM. PROVIDE ADDITIONAL
SMOKE DETECTORS AS APPLICABLE. ALL SMOKE DETECTORS TO
HAVE BATTERY BACK-UP, TYP.
3.
2. PROVIDE DEDICATED 20 AMP GFCI CIRCUITS TO TOILET LAV
COUNTER TOP RECEPTACLES, PER ART. 210-52d 9. PROVIDE POOL
SUB PANELS PER ART. 680-25-d INSULATED GROUND WITH THE
CONDUCTORS.
4.
PROVIDE GFCI FOR ALL BATH RECEPTACLES AND WATERPROOF
OUTLETS WITHIN 6'-0" OF ALL SINKS & LAVS.
5.
RECEPTACLE OUTLETS IN GARAGES, SHOPS, MECH. ROOMS, AND
UNCONDITIONED STORAGE ROOMS ETC., SHALL BE MOUNTED +48"
A.F.F. (U.N.O.) AND SHALL ALL BE GFCI CIRCUIT, TYP.
6.
PROVIDE 4-WIRE CABLE TO OVEN RANGE & DRYERS PER LOCAL
ELECTRICAL CODE.
7.
ALL FIXTURE LOCATIONS AT EXTERIOR, WET AND DAMP LOCATIONS
TO BE WATER PROOF AND G.F.C.I., MOUNTED AT +18" ABOVE
SURFACE (U.N.O.) AND SHALL ALL COMPLY WITH THE LOCAL
JURISDICTION'S ELECTRICAL CODE.
8.
ALL RECESSED LIGHTING TO BE THERMALLY PROTECTED.
9.
ANY CEILING BOXES USED FOR SUPPORT OF FANS, SHALL BE
RIGIDLY SECURED (BRACED) IN PLACE TO SOLID BUILDING FRAME
AND LISTED FOR THE APPLICATION/LOCATION AS PER THE LOCAL
CITY ELECTRICAL CODE.
10. PROVIDE A PERMANENT ELECTRIC OUTLET & LIGHT FIXTURE AT
ATTIC AREAS WHERE HVAC EQUIP. IS LOCATED AND REQUIRES
SERVICE. LIGHT TO BE CONTROLLED BY A SWITCH NEAR OPENING.
11.
ALL BRANCH CIRCUITS THAT SUPPLY 120-V, SINGLE-PHASE, 15- AND
20-AMPERE OUTLETS INSTALLED IN FAMILY ROOMS, LIVING ROOMS,
DINING ROOMS, BEDROOMS, PARLORS, LIBRARIES, DENS,
SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, KITCHENS,
LAUNDRY AND SIMILAR ROOMS SHALL BE PROTECTED BY A
COMBINATION TYPE ARC-FAULT CIRCUIT INTERRUPTER INSTALLED
TO PROVIDE PROTECTION OF THE ENTIRE BRANCH CIRCUIT.
12.
CEILING FANS SHALL BE BRACED AND NOT HAVE ANY PARTS
LOCATED WITHIN A ZONE MEASURED 3' HORIZ. AND 8' VERT. FROM
THE TOP OF A BATH TUB RIM, SHOWER STALL THRESHOLD OR
UTILITY SINK (ETC).
13.
ALL RECEPTACLES SHALL BE TAMPER-RESISTANT.
14.
A MIN. OF 90% OF THE LAMPS PERMANENTLY INSTALLED LIGHTNING
FIXTURES SHALL BE HIGH-EFFICACY LAMPS.
15. EXTERIOR LIGHTS AND SWITCHES SHALL ALL BE EXTERIOR RATED
AND LABELED FOR EXTERIOR USE TYP.
2
2
2
NOTE: REFER TO THE TITLE SHEET FOR
THE LOCALLY ADOPTED CODES LIST
NOTE: REFER TO SHT. E1.0 FOR
EQUIPMENT LOCATIONS
USE THE HOME'S EXIST'G 200 AMP PANEL