Extracted text (via pymupdf)
439597 characters
City of Glendale Standard Form Agreement Between Owner and CM@Risk (April 15, 2022)
Project Name: Downtown Campus Reinvestment Project
Project No.:
202169
Amendment No: One
Date:
This Amendment to that certain Standard Form Agreement dated by and between the City of Glendale and
Okland Construction Company, Inc. (CM@Risk) for services, deliverables and work related to Project No. 202169,
Project Name: Downtown Campus Reinvestment Project, (the “Agreement”) is made and entered into effective this
day of , 2023.
1. This Amendment #1 establishes a Guaranteed Maximum Price (“GMP”) and Construction Phase Fee for
Construction Services and incorporates such terms into the Agreement, making the Agreement effective
for Construction Phase Services:
a.
The total fee for Construction Phase Services, which is included in the Guaranteed Maximum Price (GMP)
as defined under the Agreement, shall be fixed at Two Million Sixteen Thousand Four Hundred Sixty
Four and 00/100 Dollars ($2,016,464.00). This amendment for Construction Phase Services (GMP1) is
the first of a multiple phased contract for the Downtown Campus Reinvestment Project. Construction
Phase Services in this amendment include the former Bead Museum and Civic Annex renovations.
b. The Guaranteed Maximum Price (“GMP”) for Construction Services, as defined under the Agreement, shall
be Two Million Two Hundred Five Thousand Seven Hundred Seventeen and 00/100 Dollars
($2,205,717.00). This amendment for a Gauranteed Maximum Price (GMP1) is the first of a multiple
phased contract for the Downtown Campus Reinvestment Project. Total GMP1 in this ammendment
includes the former Bead Museum and Civic Annex renovations.
c.
The total compensation under the Agreement, as amended by this Amendment, shall be:
Pre-Construction Phase
Construction Phase
Total
Original Agreement:
$758,198
$
$758,198
Previous Amendments:
$
$
$
This Amendment:
$
$2,205,717
$2,205,717
Total (including this
Amendment):
$758,198
$2,205,717
$2,963,915
2. DELETE the blank template “Exhibit C – Cost of the Work – Schedule of Values” from the Agreement,
and ADD “Exhibit C – Okland Construction Company, Inc. Cost of the Work – Schedule of Values” dated
1/20/2023 (26 Pages), attached herein.
3. ADD “Exhibit E – Construction Documents necessary to define Scope of Work and deliverables for the
Construction Phase Services, including plans, designs, drawings, specifications and other required
Contract Documents” dated 1/20/2023 (50 Pages), attached herein.
4. ADD “Exhibit F - Statement of All Clarifications and Assumptions” dated 1/20/2023 (6 Pages), attached
herein.
5. ADD “Exhibit G – Schedule of Major Milestones” dated 1/20/2023 (4 Pages), attached herein.
6. ADD July 7, 2023 for Article 5.3.1 and 5.3.2 for the former Bead Museum and Civic Center Annex only.
7. ADD August 17, 2023 for Article 5.4.1 and 5.4.2 2 for the former Bead Museum and Civic Center Annex
City of Glendale Standard Form Agreement Between Owner and CM@Risk (April 15, 2022)
only.
8. ADD One Thousand Seventy Dollars and no/100 ($1,070.00) in Article 5.5 for substantial completion and
final completion amounts.
9.
All other provisions, terms and conditions of the Agreement shall remain unchanged and in full effect.
(Signature on following page)
City of Glendale Standard Form Agreement Between Owner and CM@Risk (April 15, 2022)
EXHIBIT C
Cost of the Work
(One (1) page - template)
(26) pages - final document to be included with GMP Amendment)
[ATTACH BLANK TEMPLATE EXHIBIT C HERE. DO NOT INSERT ANY INFORMATION
IN THE TEMPLATE DOCUMENT AT TIME OF MAIN AGREEMENT.]
Glendale City Hall - Bead & Annex TI's
City of Glendale
1/18/2023_REV 2
GUARANTEED MAXIMUM PRICE
GROSS AREA (SF)
17,916
DESCRIPTION
TOTAL
/SF
DIV 02
DEMOLITION
58,968
$
3.29
DIV 04
STRUCTURAL
8,791
$
0.49
DIV 06
CASEWORK
22,131
$
1.24
DIV 07
CAULKING & INSULATION
7,781
$
0.43
DIV 08
OPENINGS
35,948
$
2.01
DIV 09
DRYWALL
123,684
$
6.90
DIV 09
CEILINGS
36,130
$
2.02
DIV 09
FLOORING & TILE
83,377
$
4.65
DIV 09
PAINTING
46,915
$
2.62
DIV 10
ACCESSORIES
26,669
$
1.49
DIV 11
SYSTEM FURNITURE
118,050
$
6.59
DIV 12
WINDOW TREATMENT
8,400
$
0.47
DIV 21
FIRE SUPPRESSION
114,745
$
6.40
DIV 22
MECH & PLUMBING
226,577
$
12.65
DIV 26
ELECTRICAL
260,299
$
14.53
GENERAL CONDITIONS
309,367
$
17.27
GENERAL REQUIREMENTS
138,154
$
7.71
4.00%
CONTRACTOR CONTINGENCY
84,835
$
4.74
10.00%
OWNER CONTINGENCY
200,520
$
11.19
SUBTOTAL DIRECT CONSTRUCTION COST ( DCC )
1,911,340
106.68
CONSTRUCTION PHASE FEE ( FEE )
5.50%
CONTRACTOR FEE
105,124
INDIRECT CONSTRUCTION COSTS ( ICC )
0.90%
SURETY BOND
17,202
0.94%
GENERAL LIABILITY INSURANCE
17,967
0.30%
BUILDERS RISK INSURANCE
5,734
1.25%
SUBCONTRACTOR DEFAULT INSURANCE
23,892
5.98%
GROSS RECEIPT TAXES
124,459
TOTAL GMP = DCC + FEE + ICC
2,205,717
123.11
Print Date 2/1/2023
Glendale City Hall - Bead & Annex TI's
City of Glendale
DIV 02-DEMOLITION
1/18/2023_REV 2
Recommended Award
Show
Show
DICKENS DEMO
ADVANCED DEMO
ARIZONA SPECIALTY
(602) 653-7003
(602) 510-3540
(602) 349-8159
Chris Christensen
Jerry Chandler
Nick Hooey
DESCRIPTION OF WORK
BASE BID
-
$
Demolition Bid
24,909
$
39,000
$
41,744
$
GENERAL ITEMS
-
$
Subcontract Agreement
X
X
X
Bid Form
X
X
X
Addendums
X
X
X
Per specs.
X
X
X
Taxes per project requirements
X
X
X
-
$
SCOPE ITEMS
-
$
-
$
TI ANNEX
-
$
F3030 SELECTIVE DEMOLITION
-
$
Floor Boxes & Power/Data - Note on 11/09 Markup
-
$
Budget for Trenches to Floor Boxes
900
$
900
$
900
$
Repair Slab Budget
2,100
$
2,100
$
2,100
$
Floor Boxes & Power/Datain Ballroom - Note on 11/09 Markup
-
$
Budget for Trenches to Floor Boxes
378
$
378
$
378
$
Repair Slab Budget
882
$
882
$
882
$
TI BEAD
-
$
C1020 INTERIOR WINDOWS
-
$
Cut New Openings in Exterior Skin - 8' Wide by 8'-6" Tall (Match Existing)
-
$
Remove/Replace Landscaping North Elevation
4,000
$
4,000
$
4,000
$
Sawcut for Lintel/Solid Grout Jambs/Patch CMU
1,200
$
Included
Included
Protect Entry Door Frames to Remain
560
$
560
$
560
$
Demo CMU @ New Opening
Included
Included
Included
F3030 SELECTIVE DEMOLITION
-
$
Interior Demolition
-
$
Selective Demolition
Included
Included
Included
Cut/Patch @ Interior for New Work
3,249
$
3,249
$
3,249
$
Protect Storefront to Remain
1,494
$
1,494
$
1,494
$
Protect Floor to Remain
594
$
594
$
594
$
Grind Floor Slab @ Floor Finish Demo
4,402
$
4,402
$
4,420
$
Interior Under Ground Plumbing Sawcut
-
$
Budget for Trenches to Plumbing
By Plumbing
By Plumbing
By Plumbing
Repair Slab
By Plumbing
By Plumbing
By Plumbing
Interior Under Ground Electrical Sawcut
-
$
Budget for Floor Box Trenching
Included
Included
Included
Repair Slab
2,100
$
2,100
$
2,100
$
Misc Exterior Demo
-
$
Grind Egress Path Sidewalks to Meet ADA A1.0/Keynote 18
3,500
$
3,500
$
3,500
$
G3010 WATER UTILITIES
-
$
Water To Building from 58th Ave.
-
$
Remove
-
$
Traffic Control
6,600
$
Included
Included
Remove Asphalt w/Saw Cut
Included
Included
Included
Remove Curb w/Saw Cut
Included
Included
Included
Remove and Salvage Pavers
Included
Included
Included
Print Date 1/20/2023
Glendale City Hall - Bead & Annex TI's
City of Glendale
DIV 02-DEMOLITION
1/18/2023_REV 2
Recommended Award
Show
Show
DICKENS DEMO
ADVANCED DEMO
ARIZONA SPECIALTY
(602) 653-7003
(602) 510-3540
(602) 349-8159
Chris Christensen
Jerry Chandler
Nick Hooey
DESCRIPTION OF WORK
Remove Concrete Sidewalk
Included
Included
Included
Quality Control
-
$
3rd Party Survey
-
$
Survey / Establish Points w/As-Builts
1,400
$
1,400
$
1,400
$
Existing Conditions Survey
700
$
700
$
700
$
-
$
##
TOTAL DEMOLITION
58,968
$
65,259
$
68,021
$
COST DIFFERENCE
6,291
$
9,053
$
PERCENT DIFFERENCE
11%
15%
Annex Breakout
4,260
$
4,260
$
4,260
$
Bead Breakout
54,708
$
60,999
$
63,761
$
Print Date 1/20/2023
Glendale City Hall - Bead & Annex TI's
City of Glendale
DIV 04-STRUCTURAL
1/18/2023_REV 2
Recommended Award
Show
Show
STONE COLD / ALIGNMENT
STONE COLD / S&H
RE-CREATE
(480) 645-0134
(480) 926-6062
(602) 677-7595
Greg Leavitt
Jacob Odden
Rocky
DESCRIPTION OF WORK
BASE BID
-
$
Masonry Bid - Stone Cold
4,728
$
4,728
$
12,165
$
Steel Bid - Alignment
1,000
$
5,047
$
Included
Stem Wall at Backflow Preventer - Stone Cold
3,063
$
3,063
$
3,063
$
GENERAL ITEMS
-
$
Subcontract Agreement
X
X
X
Bid Form
X
X
X
Addendums
X
X
X
Per specs.
X
X
X
Taxes per project requirements
X
X
X
-
$
SCOPE ITEMS
-
$
-
$
C1020 INTERIOR WINDOWS
-
$
Cut New Openings in Exterior Skin - 8' Wide by 8'-6" Tall (Match Existing)
-
$
Purchase Steel Lintel - FOB
Included
Included
Included
Install Steel Lintel
Included
Included
Included
-
$
##
TOTAL STRUCTURAL
8,791
$
12,838
$
15,228
$
COST DIFFERENCE
4,047
$
6,437
$
PERCENT DIFFERENCE
46%
73%
Annex Breakout
-
$
-
$
-
$
Bead Breakout
8,791
$
12,838
$
15,228
$
Print Date 1/20/2023
Glendale City Hall - Bead & Annex TI's
City of Glendale
DIV 06-CASEWORK
1/18/2023_REV 2
Recommended Award
Show
Show
EXHIBIT SW
SUN VALLEY
FALKBUILT
(480) 763-3333
(602) 352-6636
(574) 850-8507
Michael McDannell
Mark Jones
Krista Wishmeier
DESCRIPTION OF WORK
BASE BID
-
$
Casework Bid
17,075
$
18,186
$
10,700
$
GENERAL ITEMS
-
$
Subcontract Agreement
X
X
X
Bid Form
X
X
X
Addendums
X
X
X
Per specs.
X
X
X
Taxes per project requirements
X
X
X
-
$
SCOPE ITEMS
-
$
-
$
TI BEAD
-
$
C2020 INTERIOR FABRICATIONS
-
$
Interior Casework
-
$
Med. Conference Room 114
-
$
Lower Cabinet - PLAM 1
Included
Included
2,700
$
Countertop - SS 1
Included
Included
3,000
$
Upper Cabinet - PLAM 1
Included
Included
2,700
$
Open Office 1
-
$
Countertop on Half Wall - SS 1
Included
Included
5,000
$
3' 6" Wood Paneling - WD 1
Included
Included
Included
2' 10" Wood Paneling - WD 1
Included
Included
Included
Casework Blocking
-
$
Casework Blocking Labor
1,984
$
1,984
$
1,984
$
Casework Blocking Material
635
$
635
$
635
$
Other
-
$
Casework Protection - Labor
1,984
$
1,984
$
1,984
$
Casework Protection - Material
453
$
453
$
453
$
-
$
##
TOTAL CASEWORK
22,131
$
23,242
$
29,156
$
COST DIFFERENCE
1,111
$
7,025
$
PERCENT DIFFERENCE
5%
32%
Annex Breakout
-
$
-
$
-
$
Bead Breakout
22,131
$
23,242
$
29,156
$
Print Date 1/20/2023
Glendale City Hall - Bead & Annex TI's
City of Glendale
DIV 07-CAULKING & INSULATION
1/18/2023_REV 2
Recommended Award
Show
Show
1604 SPECIALTIES
ALCAL
RITE-WAY
(480) 238-2414
(719) 377-1569
(623) 707-3961
Roy Bellotte
Ralph Wilson
Brian Post
DESCRIPTION OF WORK
BASE BID
-
$
Insulation Bid
4,532
$
4,800
$
6,150
$
GENERAL ITEMS
-
$
Subcontract Agreement
X
X
X
Bid Form
X
X
X
Addendums
X
X
X
Per specs.
X
X
X
Taxes per project requirements
X
X
X
-
$
SCOPE ITEMS
-
$
-
$
TI BEAD
-
$
C1010 INTERIOR PARTITIONS
-
$
Misc. Wall Items
-
$
Repair/Replace Existing Joint Sealants as Needed
3,249
$
3,249
$
3,249
$
Insulation
-
$
Interior Wall Insulation
Included
Included
Included
Perimeter Wall Insulation Repair
Included
Included
Included
Caulking
-
$
Acoustical Caulking on Top and Bottom of Walls
Included in Drywall
Included in Drywall
Included in Drywall
-
$
##
TOTAL CAULKING & INSULATION
7,781
$
8,049
$
9,399
$
COST DIFFERENCE
268
$
1,618
$
PERCENT DIFFERENCE
3%
21%
Annex Breakout
-
$
-
$
-
$
Bead Breakout
7,781
$
8,049
$
9,399
$
Print Date 1/20/2023
Glendale City Hall - Bead & Annex TI's
City of Glendale
DIV 08-OPENINGS
1/18/2023_REV 2
Recommended Award
Show
Show
Show
KELLEY / MIRROR WORKS KELLEY / GIROUX GLASS
KELLEY / MCKINNEY
KELLEY / WALTERS & WOLF
(602) 254-5967
(480) 694-2019
(602) 254-5967
(999) 999-9999
Dawn Graves
Zach Braden
Dawn Graves
Cory Macdonald
DESCRIPTION OF WORK
BASE BID
-
$
Door Bid - Kelley
8,101
$
8,101
$
8,101
$
8,101
$
Exterior Glazing Bid - Mirror Works
5,840
$
24,380
$
21,575
$
17,379
$
Auto Operator Bid - Mirror Works
3,715
$
Included
3,715
$
9,458
$
GENERAL ITEMS
-
$
Subcontract Agreement
X
X
X
X
Bid Form
X
X
X
X
Addendums
X
X
X
X
Per specs.
X
X
X
X
Taxes per project requirements
X
X
X
X
-
$
SCOPE ITEMS
-
$
-
$
TI BEAD
-
$
C1020 INTERIOR WINDOWS
-
$
Exterior Glass
-
$
Clean Existing Storefront/Inspect & Repair Sealants
4,350
$
4,350
$
4,350
$
4,350
$
Cut New Openings in Exterior Skin - 8' Wide by 8'-6" Tall (Match Existing)
-
$
New Glazing
Included
Included
Included
Included
Interior Aestetic Sealant
192
$
192
$
192
$
192
$
Material Escalation
10,000
$
Included
Included
Included
C1030 INTERIOR DOORS
-
$
Standard Wood Doors
-
$
Standard Door & Hardware (Knock Down & Off-Shelf Doors)
Included
Included
Included
Included
Existing Doors - Salvaged and Re-Installed
3,750
$
3,750
$
3,750
$
3,750
$
Auto Operators
-
$
Descriptive Note 21 - ADA Actuator Added to Existing Opening
Included
Included
Included
Included
Low Voltage Cables at Operators
Included
Included
Included
Included
Pedestal with ADA Push Button for Door Operator
Included
Included
Included
Included
-
$
##
TOTAL OPENINGS
35,948
$
40,773
$
41,683
$
43,230
$
COST DIFFERENCE
4,825
$
5,735
$
7,282
$
PERCENT DIFFERENCE
13%
16%
20%
Annex Breakout
-
$
-
$
-
$
-
$
Bead Breakout
35,948
$
40,773
$
41,683
$
43,230
$
Print Date 1/20/2023
Glendale City Hall - Bead & Annex TI's
City of Glendale
DIV 09-DRYWALL
1/18/2023_REV 2
Recommended Award
Show
Show
CDS / DIV NINE
ADOBE / DIV NINE
PETE KING / DIV NINE
(602) 258-0073
(602) 243-9097
(602) 944-4441
Brad Fenner
Jake Lewis
Todd Fife
DESCRIPTION OF WORK
BASE BID
-
$
Drywall Bid - CDS
90,281
$
96,251
$
98,741
$
EIFS Bid - Division Nine
7,090
$
7,090
$
7,090
$
GENERAL ITEMS
-
$
Subcontract Agreement
X
X
X
Bid Form
X
X
X
Addendums
X
X
X
Per specs.
X
X
X
Taxes per project requirements
X
X
X
-
$
SCOPE ITEMS
-
$
-
$
TI ANNEX
-
$
C1010 INTERIOR PARTITIONS
-
$
Misc. Wall Scope
-
$
Gyp Repair and Patching
14,274
$
14,274
$
14,274
$
Backing Labor
1,984
$
1,984
$
1,984
$
Backing Material
1,142
$
1,142
$
1,142
$
TI BEAD
-
$
B2010 EXTERIOR WALLS
-
$
Exterior - EIFS Needs Some Work - Brick in Good Condition
-
$
Walls - Not Shown on Drawings
-
$
Repair EIFS at Building
Included in Div Nine
Included in Div Nine
Included in Div Nine
Soffit - Not Shown on Drawings
-
$
Minor Repair At Soffit
Included in Div Nine
Included in Div Nine
Included in Div Nine
C1010 INTERIOR PARTITIONS
-
$
Standard Partitions
-
$
STC 00 Wall - Existing (Repair)
3,240
$
3,240
$
3,240
$
STC 00 Wall - Perimeter Gyp Replacement
Included
Included
Included
Wall Type A - STC 35 Wall - 3 5/8" Stud
Included
Included
Included
Wall Type B - STC 35 Wall - 3 5/8" Stud - One-sided Only
Included
Included
Included
STC 45 Wall - 3 5/8" Stud - Above Glass
Included
Included
Included
Misc. Wall Items
-
$
Moisture Resistant Gypsum
Included
Included
Included
Tile Backing Premium
Included
Included
Included
Acoustical Caulking
Included
Included
Included
Gyp Repair and Patching
2,599
$
2,599
$
2,599
$
C1030 INTERIOR DOORS
-
$
Other Items
-
$
Set Door Frames
Included
Included
Included
Sort Frames
1,575
$
1,575
$
1,575
$
Other Items - Not Shown on Drawings
-
$
Install Access Doors
500
$
500
$
500
$
Access Door Material
1,000
$
1,000
$
1,000
$
C1070 SUSPENDED CEILING CONSTRUCTION
-
$
Ceilings
-
$
Bathroom Unisex - Gypsum (Existing)
Existing
Existing
Existing
Gypsum Ceilings
Included
Included
Included
Print Date 1/20/2023
Glendale City Hall - Bead & Annex TI's
City of Glendale
DIV 09-DRYWALL
1/18/2023_REV 2
Recommended Award
Show
Show
CDS / DIV NINE
ADOBE / DIV NINE
PETE KING / DIV NINE
(602) 258-0073
(602) 243-9097
(602) 944-4441
Brad Fenner
Jake Lewis
Todd Fife
DESCRIPTION OF WORK
Ceiling - Other
-
$
Gypsum Returns
Included
Included
Included
4" Bulkhead
Included
Included
Included
-
$
##
TOTAL DRYWALL
123,684
$
129,654
$
132,144
$
COST DIFFERENCE
5,970
$
8,460
$
PERCENT DIFFERENCE
5%
7%
Annex Breakout
17,400
$
17,400
$
17,400
$
Bead Breakout
106,285
$
112,255
$
114,745
$
Print Date 1/20/2023
Glendale City Hall - Bead & Annex TI's
City of Glendale
DIV 09-CEILINGS
1/18/2023_REV 2
Recommended Award
Show
Show
Show
WESTERN ACOUSTICS
TP ACOUSTICS
BARRETT HOMES
E&K
(480) 303-0056
(602) 513-0783
(602) 680-3774
(602) 269-8566
Jason D. Lalonde
Wayne Turcotte
Steve Kraimer
Dan Pignatari
DESCRIPTION OF WORK
BASE BID
-
$
Ceiling Bid
32,130
$
38,148
$
DECLINED TO BID
DECLINED TO BID
GENERAL ITEMS
-
$
Subcontract Agreement
X
X
Bid Form
X
X
Addendums
X
X
Per specs.
X
X
Taxes per project requirements
X
X
-
$
SCOPE ITEMS
-
$
Deduct to use ACT 2 ILO ACT 1
(3,820)
$
N/A
-
$
TI ANNEX
-
$
C1070 SUSPENDED CEILING CONSTRUCTION
-
$
Ceilings
-
$
ACT - Std.
Existing
Existing
ACT - Wet Location
Existing
Existing
ACT - Remove and Replace as Needed
5,820
$
5,820
$
TI BEAD
-
$
C1070 SUSPENDED CEILING CONSTRUCTION
-
$
Ceilings
-
$
ACT 1 - 2 x 6 Acoustical Ceiling Tiles
Included
Included
ACT 2 - 2 x 4 Acoustical Ceiling Tiles
Included
Included
Ceiling - Other
-
$
Axom Trim - Grid Cloud Edge Finish
Included
Included
Attic Stock
2,000
$
2,000
$
-
$
##
TOTAL CEILINGS
36,130
$
45,968
$
DECLINED TO BID
DECLINED TO BID
COST DIFFERENCE
9,838
$
PERCENT DIFFERENCE
27%
Annex Breakout
5,820
$
5,820
$
-
$
-
$
Bead Breakout
30,310
$
40,148
$
-
$
-
$
Print Date 1/20/2023
Glendale City Hall - Bead & Annex TI's
City of Glendale
DIV 09-FLOORING & TILE
1/18/2023_REV 2
Recommended Award
Show
Show
Show
INTERIOR WORX
CONTEMPORARY
CONTINENTAL
WHOLESALE
(602) 256-2862
(602) 529-3340
(480) 281-1282
(602) 248-7878
Doug Auer
Erik
Chris Lowenberg
Brett Dominguez
DESCRIPTION OF WORK
BASE BID
-
$
Flooring Bid
30,056
$
29,630
$
30,624
$
32,144
$
Scrape Existing Adhesive at New Carpet Areas
3,010
$
3,010
$
3,010
$
3,010
$
GENERAL ITEMS
-
$
Subcontract Agreement
X
X
X
X
Bid Form
X
X
X
X
Addendums
X
X
X
X
Per specs.
X
X
X
X
Taxes per project requirements
X
X
X
X
-
$
SCOPE ITEMS
-
$
-
$
TI ANNEX
-
$
C2030 FLOORING
-
$
Flooring
-
$
Tile
Existing
Existing
Existing
Existing
VCT
Existing
Existing
Existing
Existing
Carpet
Existing
Existing
Existing
Existing
Sealed Concrete
Existing
Existing
Existing
Existing
Carpet Repair
2,668
$
2,668
$
2,668
$
2,668
$
Banquet Floor Replacement w/Demo
15,600
$
15,600
$
15,600
$
15,600
$
Base
-
$
Schluter Base
Existing
Existing
Existing
Existing
Rubber Base
2,291
$
2,291
$
2,291
$
2,291
$
Floor Preparation
-
$
Carpet Preparation
728
$
728
$
728
$
728
$
Clean Carpet in Existing
2,251
$
2,251
$
2,251
$
2,251
$
Clean Other Floorings
2,302
$
2,302
$
2,302
$
2,302
$
Floor Protection
-
$
Floor Protection - Material
3,081
$
3,081
$
3,081
$
3,081
$
Floor Protection - Labor
3,968
$
3,968
$
3,968
$
3,968
$
TI BEAD
-
$
C2010 WALL FINISHES
-
$
Wall Finish
-
$
TILE2 - 9' Tall - Bathroom Wet Walls
Included
Included
Included
Included
TILE2 - 5' 4" Tall - Bathroom Remaining Walls
Included
Included
Included
Included
TILE2 - Wall Tile at Vestibule
Included
Included
891
$
891
$
Wall Preparation
-
$
Patch/Repair Existing Walls for Tile
1,802
$
1,802
$
1,802
$
1,802
$
C2020 INTERIOR FABRICATIONS
-
$
Interior Casework
-
$
Med. Conference Room 114
-
$
Tile Backsplash - TILE 2
Included
900
$
900
$
900
$
C2030 FLOORING
-
$
Flooring
-
$
Bathroom Unisex - Gypsum (Existing)
Included
Included
Included
Included
Sealed Concrete ( Existing )
Included
Included
Included
Included
TILE1 - 12" x 24" Daltile - Electric Moss Rectangle
Included
Included
Included
Included
CPT1 - 24" x 24" Mohawk Datum
Included
Included
Included
Included
Base
-
$
Rubber Base
Included
Included
Included
Included
Floor Preparation
-
$
Print Date 1/20/2023
Glendale City Hall - Bead & Annex TI's
City of Glendale
DIV 09-FLOORING & TILE
1/18/2023_REV 2
Recommended Award
Show
Show
Show
INTERIOR WORX
CONTEMPORARY
CONTINENTAL
WHOLESALE
(602) 256-2862
(602) 529-3340
(480) 281-1282
(602) 248-7878
Doug Auer
Erik
Chris Lowenberg
Brett Dominguez
DESCRIPTION OF WORK
Carpet Preparation
8,351
$
8,351
$
8,351
$
8,351
$
Tile Preparation
518
$
518
$
518
$
518
$
Patch Floor Anchors @ Wall Demo
1,486
$
1,486
$
1,486
$
1,486
$
Floor Protection
-
$
Floor Protection - Material
1,299
$
1,299
$
1,299
$
1,299
$
Floor Protection / QA & QC - Labor
3,968
$
3,968
$
3,968
$
3,968
$
-
$
##
TOTAL FLOORING & TILE
83,377
$
83,851
$
85,736
$
87,256
$
COST DIFFERENCE
474
$
2,359
$
3,879
$
PERCENT DIFFERENCE
1%
3%
5%
Annex Breakout
32,887
$
32,887
$
32,887
$
32,887
$
Bead Breakout
50,490
$
50,964
$
52,849
$
54,369
$
Print Date 1/20/2023
Glendale City Hall - Bead & Annex TI's
City of Glendale
DIV 09-PAINTING
1/18/2023_REV 2
Recommended Award
Show
Show
Show
Show
Show
AZ PRO
COUNTRY BOYS
PETE KING
GANADO
CDS
PHP
(480) 647-2003
(602) 944-4940
(602) 944-4441
(602) 454-1295
(602) 258-0073
(623) 900-4747
Barbara Zalewski
Melanie
Todd Fife
Danny Thomas
Brad Fenner
Bill McCullough
DESCRIPTION OF WORK
BASE BID
-
$
Paint Bid
24,000
$
20,865
$
20,953
$
21,400
$
14,981
$
24,720
$
GENERAL ITEMS
-
$
Subcontract Agreement
X
X
X
X
X
X
Bid Form
X
X
X
X
X
X
Addendums
X
X
X
X
X
X
Per specs.
X
X
X
X
X
X
Taxes per project requirements
X
X
X
X
X
X
-
$
SCOPE ITEMS
-
$
-
$
TI ANNEX
-
$
C1070 SUSPENDED CEILING CONSTRUCTION
-
$
Ceilings
-
$
Ceiling Finishes
-
$
Misc Painting of Patch Work as Needed
8,503
$
8,503
$
8,503
$
8,503
$
8,503
$
8,503
$
TI BEAD
-
$
B2010 EXTERIOR WALLS
-
$
Exterior - EIFS Needs Some Work - Brick in Good Condition
-
$
Walls - Not Shown on Drawings
-
$
Paint EIFS
Included
5,250
$
5,250
$
5,250
$
5,250
$
5,250
$
Paint Metal Elements
7,500
$
7,500
$
7,500
$
7,500
$
7,500
$
7,500
$
Paint Exterior HM Doors
1,100
$
1,100
$
1,100
$
1,100
$
1,100
$
1,100
$
Paint Trellis
Included
Included
Included
5,000
$
Included
Included
Soffit - Not Shown on Drawings
-
$
Paint Soffit
1,523
$
Included
1,523
$
1,523
$
1,523
$
1,523
$
C1030 INTERIOR DOORS
-
$
Other Items
-
$
Paint Door Frames
Included
Included
Included
Included
Included
Included
Door Frame Jamb Protection
1,100
$
1,100
$
1,100
$
1,100
$
1,100
$
1,100
$
Other Items - Not Shown on Drawings
-
$
Paint Access Doors
300
$
300
$
300
$
300
$
300
$
300
$
C1070 SUSPENDED CEILING CONSTRUCTION
-
$
Ceilings
-
$
Exposed Ceilings - BOH
Existing
Existing
Existing
Existing
Existing
Existing
Exposed Ceilings - FOH - Paint
Included
Included
Included
Included
12,655
$
12,655
$
Ceiling Finishes
-
$
Paint Gypsum Ceilings
Included
Included
Included
Included
Included
Included
C2010 WALL FINISHES
-
$
Wall Finish
-
$
Paint Gypsum Wall - UNO
Included
Included
Included
Included
Included
Included
Touch Up Paint
2,889
$
2,889
$
2,889
$
2,889
$
2,889
$
2,889
$
-
$
##
TOTAL PAINTING
46,915
$
47,507
$
49,118
$
54,565
$
55,801
$
65,540
$
COST DIFFERENCE
593
$
2,203
$
7,650
$
8,886
$
18,625
$
PERCENT DIFFERENCE
1%
5%
16%
19%
40%
Annex Breakout
8,503
$
8,503
$
8,503
$
8,503
$
8,503
$
8,503
$
Bead Breakout
38,412
$
39,004
$
40,615
$
46,062
$
47,298
$
57,037
$
Print Date 1/20/2023
Glendale City Hall - Bead & Annex TI's
City of Glendale
DIV 10-ACCESSORIES
1/18/2023_REV 2
Recommended Award
Show
Show
INTERSTATE / TRADEMARK
INTERCO
Beach Products
(480) 813-3530
(520) 591-3150
(602) 272-6754
Bill Obarski
Mike Holler
Paul Berry
DESCRIPTION OF WORK
BASE BID
-
$
Accessories Bid - Interstate
7,847
$
DECLINED TO BID
DECLINED TO BID
Signage Bid - Trademark
12,430
$
DECLINED TO BID
DECLINED TO BID
GENERAL ITEMS
-
$
Subcontract Agreement
X
Bid Form
X
Addendums
X
Per specs.
X
Taxes per project requirements
X
-
$
SCOPE ITEMS
-
$
-
$
TI BEAD
-
$
C1090 INTERIOR SPECIALTIES
-
$
Signage
-
$
Bathroom Signage
Included
Janitor Closet Signage
Included
Electrical & IDF Signage
Included
In Case of Fire Signage
Included
Installation of Signage
Included
Mobilization | Design
Included
General Room Signage
By Owner
Directory
By Owner
Minor Exterior Signage
By Owner
Accessories
-
$
ADA Restrooms
-
$
Stainless Steel Hand Dryer (OFCI)
Included
Stainless Steel Soap Dispenser (OFCI)
Included
Mirror 24x36
Included
Grab Bars at ADA Stall
Included
Toilet Paper Dispenser (OFCI)
Included
Sanitary Napkin Disposal
Included
Wall Mounted Adult Changing Station
Included
Support / Blocking for Adult Changing Station
750
$
Misc Accessories
-
$
Other OFCI Items Installed
1,984
$
Accessories Backing | Blocking
-
$
Backing - Labor
391
$
Backing - Material
975
$
FECs
-
$
FEC's with 5 LB Extinguishers
525
$
Emergency Defibrillator
1,000
$
C2010 WALL FINISHES
-
$
Wall Protection
-
$
FRP at Janitor Closet - Not Shown - Assumed
768
$
-
$
##
TOTAL ACCESSORIES
26,669
$
DECLINED TO BID
DECLINED TO BID
COST DIFFERENCE
Print Date 1/20/2023
Glendale City Hall - Bead & Annex TI's
City of Glendale
DIV 10-ACCESSORIES
1/18/2023_REV 2
Recommended Award
Show
Show
INTERSTATE / TRADEMARK
INTERCO
Beach Products
(480) 813-3530
(520) 591-3150
(602) 272-6754
Bill Obarski
Mike Holler
Paul Berry
DESCRIPTION OF WORK
PERCENT DIFFERENCE
Annex Breakout
-
$
-
$
-
$
Bead Breakout
26,669
$
-
$
-
$
Print Date 1/20/2023
Glendale City Hall - Bead & Annex TI's
City of Glendale
DIV 11-SYSTEM FURNITURE
1/18/2023_REV 2
Recommended Award
Recommended Award
Show
Show
FALKBUILT
FALKBUILT
MIRROR WORKS
GIROUX GLASS
(574) 850-8507
(574) 850-8507
(623) 435-9205
(480) 694-2019
Krista Wishmeier
Krista Wishmeier
Marti Mahoney
Zach Braden
DESCRIPTION OF WORK
BASE BID
-
$
System Furniture Bid
62,000
$
62,000
$
52,160
$
68,390
$
GENERAL ITEMS
-
$
Subcontract Agreement
X
X
X
X
Bid Form
X
X
X
X
Addendums
X
X
X
X
Per specs.
X
X
X
X
Taxes per project requirements
X
X
X
X
-
$
SCOPE ITEMS
-
$
Deduct to go to Mirror Works Proposed System Furniture
Deduct $9,840
Deduct $9,840
N/A
N/A
-
$
TI ANNEX
-
$
C1020 INTERIOR WINDOWS
-
$
Exterior Glass Doors
-
$
Demo Existing Double Doors 18A and 17A
Alternate
Alternate
Alternate
Alternate
8' Tall Storefront Glass Double Doors
Alternate
Alternate
Alternate
Alternate
Allowance for Secure Counting at Annex - Furniture / Built in Walls / Electrical
56,050
$
56,050
$
56,050
$
56,050
$
Added Walls
-
$
10' Tall Walls at Lobby
In Alw Above
In Alw Above
In Alw Above
In Alw Above
8' Tall Wall in Vault
In Alw Above
In Alw Above
In Alw Above
In Alw Above
Interior Security Doors
-
$
Security Door into Common Space
In Alw Above
In Alw Above
In Alw Above
In Alw Above
Security Door into Vault Space
In Alw Above
In Alw Above
In Alw Above
In Alw Above
Interior Security Casework
-
$
Modular Desk Casework w/ Clear Dividers for 5 Work Stations
In Alw Above
In Alw Above
In Alw Above
In Alw Above
Misc Electrical Pathway and Outlets
In Alw Above
In Alw Above
In Alw Above
In Alw Above
TI BEAD
-
$
C1020 INTERIOR WINDOWS
-
$
Glazing Wall
-
$
8' Tall Glass Walls - No STC Rating
Included
Included
Included
Included
Sliding Glass Doors - One Locking and One Non-Locking
Included
Included
Included
Included
C1030 INTERIOR DOORS
-
$
Glass Doors in Framed Walls
-
$
3' x 8'10" Glass Door in AL Frame
Included
Included
Included
Included
-
$
Not Specified
Not Specified
##
TOTAL SYSTEM FURNITURE
118,050
$
118,050
$
108,210
$
124,440
$
COST DIFFERENCE
-
$
(9,840)
$
6,390
$
PERCENT DIFFERENCE
0%
-8%
5%
Print Date 1/20/2023
Glendale City Hall - Bead & Annex TI's
City of Glendale
DIV 12-WINDOW TREATMENT
1/18/2023_REV 2
Recommended Award
Show
Show
BLINDS & BEYOND
BASICALLY BLINDS
PCI
(480) 515-4606
(520) 809-2604
(480) 626-6850
Susan Blake
Jeremy Futa
Andy Moncher
DESCRIPTION OF WORK
BASE BID
-
$
Window Covering Bid
8,400
$
18,000
$
DECLINED TO BID
GENERAL ITEMS
-
$
Subcontract Agreement
X
X
Bid Form
X
X
Addendums
X
X
Per specs.
X
X
Taxes per project requirements
X
X
-
$
SCOPE ITEMS
-
$
-
$
TI BEAD
-
$
C1090 INTERIOR SPECIALTIES
-
$
Accessories Backing | Blocking
-
$
Blinds
-
$
Keynote 4 on A2.0 - Surface Mounted Window Shade
Included
Included
Fascia in Standard Color
Included
Included
-
$
##
TOTAL WINDOW TREATMENT
8,400
$
18,000
$
DECLINED TO BID
COST DIFFERENCE
9,600
$
PERCENT DIFFERENCE
114%
Annex Breakout
-
$
-
$
-
$
Bead Breakout
8,400
$
18,000
$
-
$
Print Date 1/20/2023
Glendale City Hall - Bead & Annex TI's
City of Glendale
DIV 21-FIRE SUPPRESSION
1/18/2023_REV 2
Recommended Award
Show
Show
Show
COMPLETE FIRE
ARIZONA VERDE
OLYMPIC WEST
FOOTHILLS
(480) 987-8200
(623) 764-6855
(480) 266-1806
(602) 725-8515
Steve Casterton
Wade Green
Beau Vargas
Bob Mulch
DESCRIPTION OF WORK
BASE BID
-
$
-
$
Sprinkler Bid
30,620
$
40,500
$
DECLINED TO BID
DECLINED TO BID
BIM Design Add
4,800
$
4,800
$
DECLINED TO BID
DECLINED TO BID
Underground Bid
67,675
$
88,400
$
DECLINED TO BID
DECLINED TO BID
GENERAL ITEMS
-
$
Subcontract Agreement
X
X
Bid Form
X
X
Addendums
X
X
Per specs.
X
X
Taxes per project requirements
X
X
-
$
SCOPE ITEMS
-
$
-
$
TI BEAD
-
$
D4010 FIRE SUPPRESSION
-
$
Wet Fire Suppression
-
$
Fire Riser
Included
Included
NFPA Light Duty Wet Fire Suppression for Office Building
Included
Included
Hangers / Lifts
Included
Included
Shop Drawings | 3D
Included
Included
G3010 WATER UTILITIES
-
$
Water To Building from 58th Ave.
-
$
New Service
-
$
10" x 6" Tapping Sleeve | Valve w/Box & Cover
Included
Included
Gate Valve w/ Box & Cover
Included
Included
4" DIP Fire Water Line w/ Fittings
Included
Included
6" Double Check Backflow Preventer COG
Included
Included
Mobilization
Included
Included
Replace
-
$
Replace Asphalt
Included
Included
Replace Curb
Included
Included
Replace Salvaged Pavers
1,110
$
1,110
$
Replace Concrete Sidewalk
3,090
$
3,090
$
Slurry Seal Pavement
7,450
$
7,450
$
-
$
##
TOTAL FIRE SUPPRESSION
114,745
$
145,350
$
DECLINED TO BID
DECLINED TO BID
COST DIFFERENCE
30,605
$
PERCENT DIFFERENCE
27%
Annex Breakout
-
$
-
$
-
$
-
$
Bead Breakout
114,745
$
145,350
$
-
$
-
$
Print Date 1/20/2023
Glendale City Hall - Bead & Annex TI's
City of Glendale
DIV 22-MECH & PLUMBING
1/18/2023_REV 2
Recommended Award
Show
Show
Show
Show
COMFORT / RYAN
COMFORT / IRONTREE
ALPINE / RYAN
ALPINE / IRONTREE
RKS / RYAN
(602) 620-8633
(602) 620-8633
(623) 298-0611
(623) 298-0611
(602) 329-6634
Todd Stanfield
Todd Stanfield
Gary Hilton
Gary Hilton
Ron Leinen
DESCRIPTION OF WORK
BASE BID
-
$
226,100
$
Mechanical Base Bid - Comfort Systems
150,646
$
150,646
$
177,169
$
177,169
$
DDC Controls Bid - Comfort Systems
22,601
$
22,601
$
22,601
$
22,601
$
22,601
$
Wi-Fi Thermostats Bid - Comfort Systems
1,402
$
1,402
$
1,402
$
1,402
$
1,402
$
Plumbing Base Bid - Ryan
26,900
$
48,460
$
26,900
$
48,460
$
26,900
$
Sawcut/Removal/Pourback of Plumbing Trenches - Ryan
4,450
$
Included
4,450
$
Included
4,450
$
GENERAL ITEMS
-
$
Subcontract Agreement
X
X
X
X
X
Bid Form
X
X
X
X
X
Addendums
X
X
X
X
X
Per specs.
X
X
X
X
X
Taxes per project requirements
X
X
X
X
X
-
$
SCOPE ITEMS
-
$
Alternate Deduct to Use T-Stat Controls Package
(22,601)
$
N/A
N/A
N/A
N/A
-
$
TI ANNEX
-
$
B3010 ROOFING
-
$
Existing Roof
-
$
Existing Roof to Remain
Existing
Existing
Existing
Existing
Existing
Minor Patch of Roof for New Construction
3,732
$
3,732
$
3,732
$
3,732
$
3,732
$
D3050 FACILITY HVAC DISTRIBUTION SYSTEMS
-
$
Make-Safe
-
$
HVAC for Make-Safe for Demolition
None Assumed
None Assumed
None Assumed
None Assumed
None Assumed
HVAC
-
$
Ductwork - Plenum Return
Existing
Existing
Existing
Existing
Existing
Ductwork Insulation
Existing
Existing
Existing
Existing
Existing
Diffusers | Dampers - Std. Rectangular
Existing
Existing
Existing
Existing
Existing
Break-Out Split to Two Work Rooms
5,000
$
5,000
$
5,000
$
5,000
$
5,000
$
TI BEAD
-
$
B3010 ROOFING
-
$
Existing Roof
-
$
Existing Roof to Remain - Good condition per walk
Existing
Existing
Existing
Existing
Existing
Patching of Roof for New Construction
15,447
$
15,447
$
15,447
$
15,447
$
15,447
$
D2010 DOMESTIC WATER DISTRIBUTION
-
$
Make-Safe
-
$
Make Safe Plumbing for Demolition
Included
Included
Included
Included
Excluded
Med. Conference Room
-
$
Sink w/Faucet
Included
Included
Included
Included
Excluded
Hook-Up Owner Furnished Items (Dish Washer | Fridge)
Included
Included
Included
Included
Excluded
Water Filtration
Included
Included
Included
Included
Excluded
General Plumbing
Included
Included
Included
Included
Excluded
ADA Restrooms
-
$
Free Standing Sink w/Faucet
Included
Included
Included
Included
Excluded
Floor Drains
Included
Included
Included
Included
Excluded
Water Closet (HC)
Included
Included
Included
Included
Excluded
General Plumbing
Included
Included
Included
Included
Excluded
Janitor Closet
-
$
Floor Sink
Included
Included
Included
Included
Excluded
General Plumbing
Included
Included
Included
Included
Excluded
Lobby
-
$
Bottle Filling Station
Included
Included
Included
Included
Excluded
General Plumbing
Included
Included
Included
Included
Excluded
D3050 FACILITY HVAC DISTRIBUTION SYSTEMS
-
$
Make-Safe & Demolition
-
$
HVAC for Make-Safe for Demolition
Included
Included
Included
Included
Included
HVAC
-
$
Ductwork - Plenum Return
Included
Included
Included
Included
Included
Print Date 1/20/2023
Glendale City Hall - Bead & Annex TI's
City of Glendale
DIV 22-MECH & PLUMBING
1/18/2023_REV 2
Recommended Award
Show
Show
Show
Show
COMFORT / RYAN
COMFORT / IRONTREE
ALPINE / RYAN
ALPINE / IRONTREE
RKS / RYAN
(602) 620-8633
(602) 620-8633
(623) 298-0611
(623) 298-0611
(602) 329-6634
Todd Stanfield
Todd Stanfield
Gary Hilton
Gary Hilton
Ron Leinen
DESCRIPTION OF WORK
Ductwork Insulation
Included
Included
Included
Included
Included
Diffusers | Dampers - Std. Rectangular
Included
Included
Included
Included
Included
Equipment
-
$
Packaged HP-3 (6 7.5 Tons)
Included
Included
Included
Included
Included
Packaged HP-4 (6 7.5 Tons)
Included
Included
Included
Included
Included
Packaged HP-5 (5 Tons)
Included
Included
Included
Included
Included
Packaged HP-6 (6 7.5 Tons)
Included
Included
Included
Included
Included
Power Relief per ESD
Included
Included
Included
Included
Included
Condensate Drains for Above
Included
Included
Included
Included
Included
Crane to Hoist Units
Included
Included
Included
Included
Included
Management Labor | Labor to Install
4,800
$
4,800
$
4,800
$
4,800
$
4,800
$
Remove Misc Units
4,800
$
4,800
$
4,800
$
4,800
$
4,800
$
Dispose of Units
Included
Included
Included
Included
Included
Unit Cost Transfer
Included
Included
Included
Included
Included
Remove/Replace Screen Wall @ RTU Replacement
7,400
$
7,400
$
7,400
$
7,400
$
7,400
$
HVAC Equipment Escallation
2,000
$
2,000
$
2,000
$
2,000
$
2,000
$
TI Room
-
$
Mini Split - No Larger than 3 Tons
Included
Included
Included
Included
Included
Controls
-
$
Distech Controls
Included
Included
Included
Included
Included
Roof Vents
-
$
Roof Vent for Bathrooms
Included
Included
Included
Included
Included
Curb - Wood Framing
Included
Included
Included
Included
Included
-
$
##
TOTAL MECH & PLUMBING
226,577
$
266,288
$
275,701
$
292,811
$
324,632
$
COST DIFFERENCE
39,711
$
49,124
$
66,234
$
98,055
$
PERCENT DIFFERENCE
18%
22%
29%
43%
Annex Breakout
8,732
$
8,732
$
8,732
$
8,732
$
8,732
$
Bead Breakout
217,845
$
257,556
$
266,969
$
284,079
$
315,900
$
Print Date 1/20/2023
Glendale City Hall - Bead & Annex TI's
City of Glendale
DIV 26-ELECTRICAL
1/18/2023_REV 2
Recommended Award
No Show
No Show
Show
Show
Show
SECON
ECHO CANYON
PACIFIC POWER
CHAMBERLIN POWER
COMMONWEALTH
ROSENDIN
(480) 363-0359
(602) 331-3045
(480) 428-4956
(480) 563-2220
(602) 437-0354
(480) 670-5354
Scott Downey
Ryan Ogg
Ryan Hernandez
Kelly
Bob Philipps
Luke Stearns
DESCRIPTION OF WORK
BASE BID
-
$
Bead Base Bid
221,500
$
174,444
$
190,161
$
209,850
$
282,740
$
318,195
$
Annex Base Bid
32,850
$
32,850
$
32,850
$
32,850
$
32,850
$
32,850
$
Budget for Added LV Pathway per Job Walk
10,000
$
10,000
$
10,000
$
10,000
$
10,000
$
10,000
$
Fire Alarm
Inc $30,000
30,000
$
30,000
$
30,000
$
30,000
$
30,000
$
GENERAL ITEMS
-
$
Subcontract Agreement
X
X
X
X
X
X
Bid Form
X
X
X
X
X
X
Addendums
X
X
X
X
X
X
Per specs.
X
X
X
X
X
X
Taxes per project requirements
X
X
X
X
X
X
-
$
SCOPE ITEMS
-
$
Alternate Deduct to VE Fixture Type L01
(6,000)
$
N/A
N/A
N/A
N/A
N/A
-
$
TI ANNEX
-
$
D5020 ELECTRICAL SERVICE & DISTRIBUTION
-
$
Make-Safe
-
$
Electrical Make-Safe for Demolition
None Assumed
None Assumed
None Assumed
None Assumed
None Assumed
None Assumed
Electrical
-
$
Distribution | Service | Transformers | Panel Boards
Existing
Existing
Existing
Existing
Existing
Existing
Power | Outlets
Existing
Existing
Existing
Existing
Existing
Existing
Lights
Existing
Existing
Existing
Existing
Existing
Existing
Re-Hook-Up HVAC
Existing
Existing
Existing
Existing
Existing
Existing
Low Voltage Pathways
Existing
Existing
Existing
Existing
Existing
Existing
Fire Alarm - Summit
Existing
Existing
Existing
Existing
Existing
Existing
Fire Caulking
Existing
Existing
Existing
Existing
Existing
Existing
Modified Scope
-
$
Power for Break-Out Room
Included
See Secon
See Secon
See Secon
See Secon
See Secon
System Furniture Drops for Open Office (12)
Included
See Secon
See Secon
See Secon
See Secon
See Secon
System Drops for Open Office (25)
Included
See Secon
See Secon
See Secon
See Secon
See Secon
Power for One Stop | Security
Included
See Secon
See Secon
See Secon
See Secon
See Secon
Overhead or Below Budget Banquet Distribution - TBD w/Demo & Rep.
Included
See Secon
See Secon
See Secon
See Secon
See Secon
TI BEAD
-
$
D5020 ELECTRICAL SERVICE & DISTRIBUTION
-
$
Make-Safe
-
$
Electrical Make-Safe for Demolition
Included
Included
Included
Included
Included
Included
Electrical
-
$
Distribution | Service | Transformers | Panel Boards
-
$
Power | Outlets
Included
Included
Included
Included
Included
Included
Lights
Included
Included
Included
Included
Included
Included
Re-Hook-Up HVAC
Included
Included
Included
Included
Included
Included
Low Voltage Pathways
Included
Included
Included
Included
Included
Included
Fire Alarm - Summit
Included
By Climatec
By Climatec
By Climatec
By Climatec
By Climatec
Fire Caulking
1,949
$
1,949
$
Included
1,949
$
1,949
$
1,949
$
D6010 DATA COMMUNICATIONS
-
$
Low Voltage Cabling - Data Drops
By Owner
By Owner
By Owner
By Owner
By Owner
By Owner
Head End Equipment | Rack | Cable Tray
By Owner
By Owner
By Owner
By Owner
By Owner
By Owner
D7010 ACCESS CONTROL AND INTRUSION DETECTION
-
$
Card Readers / Cameras
By Owner
By Owner
By Owner
By Owner
By Owner
By Owner
-
$
##
TOTAL ELECTRICAL
260,299
$
249,243
$
263,011
$
284,649
$
357,539
$
392,994
$
COST DIFFERENCE
(11,056)
$
2,712
$
24,350
$
97,240
$
132,695
$
PERCENT DIFFERENCE
-4%
1%
9%
37%
51%
Annex Breakout
32,850
$
32,850
$
32,850
$
32,850
$
Bead Breakout
227,449
$
251,799
$
324,689
$
360,144
$
Print Date 1/20/2023
Glendale City Hall - Bead & Annex TI's
City of Glendale
General Conditions
Project Start
15-Feb-23
Project Duration Sub. Complete
Days
111
Substantial Completion
9-Aug-23
Project Duration Final Complete
Days
125
Final Completion
17-Aug-23
Project Duration
Week
17.9
Building sf
17,916
Project Duration
Mon
4.1
Qty
U/M
Qty
U/M
Rate
Labor
Cost
Matl
Cost
Equip
TOTAL
CODE
JOBSITE MANAGEMENT
Project Management
Project Director
Jesse Lee
1.00
EA
1.9
MWK
7,392
14,413
-
-
-
14,413
01-0010
Project Manager
David Sanchez
1.00
EA
19.5
MWK
5,412
105,526
-
-
-
105,526
01-0100
Project Engineer
1.00
EA
6.1
MWK
3,388
20,552
-
-
-
20,552
01-0200
Field Supervision
Project Superintendent
1.00
EA
19.5
MWK
5,324
103,810
-
-
-
103,810
01-0110
Support
Scheduler
1.00
EA
1.2
MWK
4,664
5,558
-
-
-
5,558
01-0140
Project Accountant
1.00
EA
4.5
MWK
3,344
15,214
-
-
-
15,214
01-0230
Corporate Safety*
Incl. vehicle/phone
1.00
EA
1.0
MWK
6,776
6,606
-
-
-
6,606
01-0300
Future Year Rate Increases
-
JOBSITE MANAGEMENT
271,679
OFFICES, STORAGE, FURNISH, SETUP
Office Trailer
Office On-Site at Bead/Annex
EA
4.1
MN
-
50
-
525
-
-
01-1100
Telephone / Internet
1.0
EA
4.1
MN
-
250
1,025
-
1,025
01-1110
Cellular Phones
1.0
EA
12.4
MM
-
143
1,774
-
1,774
01-1112
IT Equipment & Support
1.0
EA
12.4
MM
-
939
11,653
-
11,653
01-1120
Copy Machine
Includes toner, etc.
1.0
EA
4.1
MN
-
90
369
450
1,844
2,213
01-1140
Office Furnishings
1.0
EA
1.0
LS
-
1,000
1,000
-
1,000
01-1100
Office Supplies
1.0
EA
17.9
WK
-
175
3,125
-
3,125
01-1160
OFFICES, STORAGE, FURNISH, SETUP
20,790
VEHICLES
Pick-Up Truck/SUV
1.0
EA
9.5
MM
-
541
5,154
950
9,046
14,200
01-8510
VEHICLES
14,200
CONTRACT DOCUMENTATION
Contract Documents
1.0
EA
1.0
LS
-
2,000
2,000
-
2,000
01-9100
Mail & Shipping
1.0
EA
4.1
MN
-
120
492
-
492
01-9200
Progress Photos
1.0
EA
4.1
MN
-
50
205
-
205
01-9300
CONTRACT DOCUMENTATION
2,697
TOTALS
LABOR
271,679
MAT
26,797
EQUIP
10,891
309,367
Sum Totals Match
TRUE
Check L + M + E
309,367
L/M/E Columns Match Total
TRUE
EQUIPMENT
DESCRIPTION
COMMENTS
QUANTITY
DURATION
LABOR
MATERIAL
Glendale City Hall - Bead & Annex TI's
GENERAL REQUIREMENTS
DESCRIPTION OF WORK
GEN REQ
SUBTOTAL
GENERAL REQ
TOTAL
COMMENTS
Z GENERAL
Z10
GENERAL REQUIREMENTS
Z1020
ADMINISTRATIVE REQUIREMENTS
-
$
PRECONSTRUCTION
PRECONSTRUCTION SERVICES
By Separate Contract
Z1040
QUALITY REQUIREMENTS
-
$
Quality Control
3rd Party Survey
Survey / Establish Points w/As-Builts
See Cost of Work
REGULATORY REQUIREMENTS
OVERTIME INSPECTIONS
By Owner
ARCHEOLOGICAL MONITORING
By Owner
SPECIAL INSPECTIONS
By Owner
MEP COORDINATION - COMPLETE ONCE GETS GREG MODEL AND MENU
MEP COORDINATOR
None
Z1050
TEMPORARY MEASURE REQUIREMENTS
15,996
$
TEMPORARY FENCING
Temporary Fence Rental 6 Months Rental
4,000
$
Temporary Fence Installation Rate
2,500
$
Temporary Fence Man Gates
60
$
Temporary Fence Sandbags
875
$
Temporary Fence Damaged Panels | Missing Hardware
500
$
Temporary Fence Maintenance and Repair - Labor (8 Hrs/Wk)
816
$
TEMPORARY FACILITIES
Lunch Rooms area - Tables, Structure, Cooling
1,000
$
Chemical Toilets
1,050
$
Hand Washing Stations
100
$
Gang Boxes
85
$
40' Secure Jobsite Storage
190
$
PROJECT SET-UP
Move Off-On Trailer
2,000
$
Project Sign
2,000
$
TEMPORARY WATER
Water Consumption
By Owner
Drinking Water Consumption
820
$
TEMPORARY UTILITIES
Temporary Power by Utility Company
By Owner
Z1060
EQUIPMENT REQUIREMENTS
34,556
$
COMMUNICATIONS
Jobsite Radios
820
$
HOISTING
FORKLIFTS
1/18/2023_REV 2
8,000 LB Reach Fork
12,150
$
Fuel
4,720
$
Operator
13,571
$
SHOP | MAINTENANCE
Equipment Service
3,295
$
Z1070
WORK EXECUTION REQUIREMENTS
81,602
$
MISC TOOLS
Consumables ( Saw Blades, Nails/Screws, Etc. )
8,050
$
Light Strands / Chords / Etc.
2,300
$
CLEANING & WASTE MANAGEMENT
PROGRESS CLEAN
Progressive Clean-Up
18,929
$
Jobsite Organize Labor
6,161
$
Rubbish Removal - Trash Pulls
9,016
$
Concrete Wash-Out
205
$
FINAL CLEAN
Final Cleaning
9,854
$
Touch-Up Cleaning
1,792
$
Window Cleaning
762
$
SAFETY MAINTENANCE
Carpenter for General Safety
10,518
$
Safety Training
1,025
$
First Aid Supplies
820
$
Safety Signage
1,000
$
Drug Testing
1,500
$
Safety Materials
1,025
$
Personal Protective Equipment (PPE)
2,000
$
SECURITY
Cameras
Security Cameras (1 Units)
6,148
$
Set-Up Cameras
500
$
Z1080
WEATHER REQUIREMENTS
-
$
Z1090
WARRANTY & COMMISSIONING REQUIREMENTS
6,000
$
WARRANTY RESERVE
WARRANTY
6,000
$
COMMISSIONING
COMMISSIONING SOFTWARE
By Owner
COMMISSIONING AGENT
By Owner
COMMISSIONING MANAGEMENT LABOR
By Owner
##
138,154
$
138,154
$
Glendale City Hall - Bead & Annex TI's
City of Glendale
Exhibit Da
STANDARD LABOR RATES
ARIZONA
TITLE
WEEKLY
HOURLY
OVERTIME
Senior Project Director
8,228
$
205.70
$
na
Project Director
7,392
$
184.80
$
na
Senior Project Manager
6,556
$
163.90
$
na
Project Manager
5,412
$
135.30
$
na
Assistant Project Manager
4,488
$
112.20
$
na
Field Director
7,612
$
190.30
$
na
Senior Project Superintendent
6,688
$
167.20
$
na
Project Superintendent
5,324
$
133.10
$
na
Assistant Project Superintendent
4,356
$
108.90
$
na
Senior Project Engineer
3,696
$
92.40
$
na
Project Engineer
3,388
$
84.70
$
na
Assistant Project Engineer
3,036
$
75.90
$
na
Quality Control Manager
4,752
$
118.80
$
na
Senior Project Controls Manager
6,424
$
160.60
$
na
Project Controls Manager
5,368
$
134.20
$
na
Senior Field Engineer
3,696
$
92.40
$
na
Field Engineer
3,388
$
84.70
$
na
Assistant Field Engineer
3,036
$
75.90
$
na
Preconstruction Manager
6,204
$
155.10
$
na
Senior Estimator
5,940
$
148.50
$
na
Estimator
4,884
$
122.10
$
na
Cost Engineer
4,048
$
101.20
$
na
Assistant Estimator
3,432
$
85.80
$
na
MEP Specialist*
7,084
$
177.10
$
na
Senior Scheduler
5,148
$
128.70
$
na
Scheduler
4,664
$
116.60
$
na
Senior BIM Manager*
6,380
$
159.50
$
na
BIM Manager*
5,192
$
129.80
$
na
BIM Engineer*
4,136
$
103.40
$
na
BIM Coordinator*
3,388
$
84.70
$
na
Corporate Safety*
6,776
$
169.40
$
na
Senior Safety*
5,236
$
130.90
$
na
Safety*
4,488
$
112.20
$
na
Senior Project Accountant
4,048
$
101.20
$
na
Project Accountant
3,344
$
83.60
$
na
Project Clerk - Assistant/Intern
2,640
$
66.00
$
96.00
$
General Foreman
3,476
$
86.90
$
126.00
$
Carpenter General Foreman
Hourly
77.00
$
112.00
$
Carpenter Foreman
Hourly
69.00
$
100.00
$
Carpenter
Hourly
62.00
$
90.00
$
Laborer Foreman
Hourly
56.00
$
81.00
$
Laborer
Hourly
53.00
$
77.00
$
Cmnt Mason Superintendent*
5,676
$
141.90
$
na
Cmnt Mason General Foreman
Hourly
76.00
$
110.00
$
Cmnt Mason Foreman
Hourly
69.00
$
100.00
$
Cmnt Mason
Hourly
62.00
$
90.00
$
Crane Operator
Hourly
80.00
$
116.00
$
Equipment Operator
Hourly
76.00
$
110.00
$
Survey Manager*
Hourly
141.00
$
204.00
$
Survey Field*
Hourly
124.00
$
180.00
$
Mechanic - Crane/Heavy Equipment*
Hourly
136.00
$
197.00
$
Mechanic - Service*
Hourly
123.00
$
178.00
$
Transport Driver *
Hourly
87.00
$
126.00
$
Delivery Driver*
Hourly
80.00
$
116.00
$
*Rate includes Vehicle, Cell Phone, Tools, IT Equipment
**Salaried employees that work on the project full-time will be billed to the project at the Weekly Rate.
Glendale City Hall - Bead & Annex TI's
City of Glendale
Exhibit Db
Standard Equipment Rental Rates - Billed as used
All Rates exclude Fuel, Maintenance, Insurance, and Operators
ARIZONA
EQUIPMENT TYPE
4 WK RATE
Office Trailer
525.00
$
Copy Machine
450.00
$
Jobsite Monitor (55")
100.00
$
Jobsite Radio
50.00
$
40' Secure Jobsite Storage
190.00
$
Gang Box
85.00
$
Pick-up Truck/SUV
950.00
$
Electric Vehicle
1,200.00
$
Jobsite Utility Vehicle*
650.00
$
2,000 Gallon Water Truck
2,650.00
$
All Terrain Forklift 6,000lb Max*
3,800.00
$
Forklift Hook
250.00
$
45 KVA Generator*
1,350.00
$
5KW High Cycle Generator
450.00
$
Diesel Light Plant*
600.00
$
Robotic Total Station
3,000.00
$
Total Station
1,000.00
$
Rotary Laser
510.00
$
Builders Level
210.00
$
185 CFM Air Compressor*
875.00
$
48" Power Trowel
625.00
$
Early Entry Concrete Saw
850.00
$
Ride On Street Sweeper
1,500.00
$
19" Scissor Lift
450.00
$
Standard Equipment Rental Rates - Billed as used
All Rates exclude Fuel, Maintenance, Insurance, and Operators *Indicates
rate includes 160 hours per 4 week period
CRANES
HRS PER CYCLE
4 WK RATE
Rates Include: Crane, Insurance, Tax, 160 Hours per 4 week period
Rates Exclude: Operator, Fuel, Maintenance, Freight, Erection, Dismantle, Anchors, Foundations, Certifications
25 Ton Rough Terrain Hydraulic Crane
17,000.00
$
Crane Landing Platform - Telescoping
1,400.00
$
OTHER EQUIPMENT STANDARD RATES
TIME PERIOD
CHARGE
Cellular Phones
Monthly
143.00
$
IT Equipment & Support
Management Hour
5.46
$
Quality Software(Excludes iPads)
Monthly
1,740.00
$
Job Specific Home Office Black and White Copies
Per Page
0.06
$
Job Specific Home Office Color Copies
Per Page
0.22
$
Job Specific Home Office Scans
Per Page
0.01
$
Postage
Monthly
48.00
$
BIM Software IT Equipment
BIM Hour
15.12
$
BIM 360 Glue
Per Sub/Per Year
1,500.00
$
Rental Insurance
OCC/Other Rentals
8%
160-240 hours billed at 1.5x rate
Weekly rate = 4 week / 3
Above 240 hours billed at 2x the 4 week rate
Daily Rate = weekly rate / 4
City of Glendale Standard Form Agreement Between Owner and CM@Risk (April 15, 2022)
EXHIBIT E
Construction Documents necessary to define Scope of Work and Deliverables for the
Construction Phase Services, including plans, designs, drawings, specifications and other
required Contract Documents
(50 pages - To be Incorporated by Amendment)
THIS EXHIBIT COVER PAGE IS FOR REFERENCE ONLY AT TIME OF MAIN
AGREEMENT. THE ACTUAL DOCUMENT WILL BE ATTACHED VIA AMENDMENT
AT TIME OF GMP.]
Exhibit E - Drawing Log
Glendale City Hall Bead & Annex - Tenant Improvement
5752 W. Glenn Drive; Glendale, AZ 85301
January 18th, 2022
DIVISION
Sheet #
Description
Revision
Revision Date
Sealed Date
Issued Date
Set
City of Glendale 1st Review - Drawings by Holly Street Studio Dated 11/04/22
Civil
C1.1
COVER SHEET
None
NA
11/04/22
11/04/22
Glendale DCRP Bead Museum Renovation
Civil
C1.2
PROJECT NOTES
None
NA
11/04/22
11/04/22
Glendale DCRP Bead Museum Renovation
Civil
C2.1
DEMO & SITE PLAN
None
NA
11/04/22
11/04/22
Glendale DCRP Bead Museum Renovation
Civil
C3.1
FIRE LINE PLAN
None
NA
11/04/22
11/04/22
Glendale DCRP Bead Museum Renovation
Civil
C4.1
DETAILS
None
NA
11/04/22
11/04/22
Glendale DCRP Bead Museum Renovation
Architectural
A0.0
ARCHITECTURAL STANDARDS
None
NA
11/04/22
11/04/22
Glendale DCRP Bead Museum Renovation
Architectural
A0.1
ADA STANDARDS
None
NA
11/04/22
11/04/22
Glendale DCRP Bead Museum Renovation
Architectural
A0.2
CODE PLANS
Rev1
12/09/22
11/04/22
11/04/22
Glendale DCRP Bead Museum Renovation
Architectural
A0.3
SPECIFICATIONS
None
NA
11/04/22
11/04/22
Glendale DCRP Bead Museum Renovation
Architectural
A1.0
DEMO & FLOOR PLAN
Rev1
12/09/22
11/04/22
11/04/22
Glendale DCRP Bead Museum Renovation
Architectural
A2.0
RCP & ROOF PLAN
Rev1
12/09/22
11/04/22
11/04/22
Glendale DCRP Bead Museum Renovation
Architectural
A3.0
SCHEDULES & PARTITION TYPES
Rev1
12/09/22
11/04/22
11/04/22
Glendale DCRP Bead Museum Renovation
Architectural
A3.1
ELEVATIONS
Rev1
12/09/22
11/04/22
11/04/22
Glendale DCRP Bead Museum Renovation
Architectural
A3.2
INTERIOR ELEVATIONS
Rev1
12/09/22
11/04/22
11/04/22
Glendale DCRP Bead Museum Renovation
Structural
S1.0
FRAMING PLAN
None
NA
11/04/22
11/04/22
Glendale DCRP Bead Museum Renovation
Mechanical
M0.0
MECHANICAL LEGEND AND GENERAL NOTES
None
NA
11/04/22
11/04/22
Glendale DCRP Bead Museum Renovation
Mechanical
M0.1
MECHANICAL SPECIFICATIONS & CODE COMPLIANCE
None
NA
11/04/22
11/04/22
Glendale DCRP Bead Museum Renovation
Mechanical
M1.0
MECHANICAL SCHEDULES
None
NA
11/04/22
11/04/22
Glendale DCRP Bead Museum Renovation
Mechanical
M2.0
MECHANICAL DEMO PLANS
None
NA
11/04/22
11/04/22
Glendale DCRP Bead Museum Renovation
Mechanical
M3.0
MECHANICAL FLOOR PLANS
None
NA
11/04/22
11/04/22
Glendale DCRP Bead Museum Renovation
Mechanical
M4.0
MECHANICAL DETAILS
None
NA
11/04/22
11/04/22
Glendale DCRP Bead Museum Renovation
Mechanical
M4.1
MECHANICAL DETAILS
None
NA
11/04/22
11/04/22
Glendale DCRP Bead Museum Renovation
Plumbing
P1.0
PLUMBING LEGEND AND NOTES
Rev1
12/05/22
11/04/22
11/04/22
Glendale DCRP Bead Museum Renovation
Plumbing
P2.0
PLUMBING FLOOR PLAN
Rev1
12/05/22
11/04/22
11/04/22
Glendale DCRP Bead Museum Renovation
Electrical
E0.0
SYMBOLS, ABBREVIATIONS, AND GENERAL NOTES
None
NA
11/04/22
11/04/22
Glendale DCRP Bead Museum Renovation
Electrical
E0.1
LIGHTING, COMCHECK, AND EQUIPMENT SCHEDULES
None
NA
11/04/22
11/04/22
Glendale DCRP Bead Museum Renovation
Electrical
E0.2
FIRE ALARM SYMBOLS, NOTES, AND RISER
None
NA
11/04/22
11/04/22
Glendale DCRP Bead Museum Renovation
Electrical
E0.3
ELECTRICAL SPECIFICATIONS
None
NA
11/04/22
11/04/22
Glendale DCRP Bead Museum Renovation
Electrical
E1.0
BEAD BUILDING - ELECTRICAL DEMO PLANS
None
NA
11/04/22
11/04/22
Glendale DCRP Bead Museum Renovation
Electrical
E2.0
BEAD BUILDING POWER PLANS
Rev1
12/05/22
11/04/22
11/04/22
Glendale DCRP Bead Museum Renovation
Electrical
E3.0
BEAD BUILDING LIGHTING PLAN
Rev1
12/05/22
11/04/22
11/04/22
Glendale DCRP Bead Museum Renovation
Electrical
E5.0
BEAD ONE-LINE DIAGRAM
None
NA
11/04/22
11/04/22
Glendale DCRP Bead Museum Renovation
Electrical
E5.1
BEAD BUILDING - PANEL SCHEDULES
Rev1
12/05/22
11/04/22
11/04/22
Glendale DCRP Bead Museum Renovation
Glendale City Hall Annex - Drawings by Holly Street Studio Dated 12/09/22
COVER
None
NA
12/09/22
12/09/22
Glendale DCRP C.C Annex Renovation
Architectural
A0.0
ARCHITECTURAL STANDARDS
None
NA
12/09/22
12/09/22
Glendale DCRP C.C Annex Renovation
Architectural
A0.1
ADA STANDARDS
None
NA
12/09/22
12/09/22
Glendale DCRP C.C Annex Renovation
Architectural
A0.2
CODE PLANS
None
NA
12/09/22
12/09/22
Glendale DCRP C.C Annex Renovation
Architectural
A1.0
FLOOR PLAN
None
NA
12/09/22
12/09/22
Glendale DCRP C.C Annex Renovation
Mechanical
M0.0
MECHANICAL LEGEND AND GENERAL NOTES
None
NA
12/09/22
12/09/22
Glendale DCRP C.C Annex Renovation
Mechanical
M0.1
MECHANICAL SPECIFICATIONS
None
NA
12/09/22
12/09/22
Glendale DCRP C.C Annex Renovation
Mechanical
M2.0
MECHANICAL DEMO PLANS
None
NA
12/09/22
12/09/22
Glendale DCRP C.C Annex Renovation
Mechanical
M3.0
MECHANICAL FLOOR PLAN
None
NA
12/09/22
12/09/22
Glendale DCRP C.C Annex Renovation
Electrical
E0.0
SYMBOLS, ABBREVIATIONS, AND GENERAL NOTES
None
NA
12/09/22
12/09/22
Glendale DCRP C.C Annex Renovation
Electrical
E0.1
SPECIFICATIONS
None
NA
12/09/22
12/09/22
Glendale DCRP C.C Annex Renovation
Electrical
E1.0
EXISTING POWER PLAN - ANNEX
None
NA
12/09/22
12/09/22
Glendale DCRP C.C Annex Renovation
Electrical
E2.0
POWER PLAN - ANNEX
None
NA
12/09/22
12/09/22
Glendale DCRP C.C Annex Renovation
Electrical
E5.0
ONE-LINE DIAGRAM
None
NA
12/09/22
12/09/22
Glendale DCRP C.C Annex Renovation
Electrical
E5.1
PANEL SCHEDULES
None
NA
12/09/22
12/09/22
Glendale DCRP C.C Annex Renovation
9.30.2025
d
e
n
g
i
S
e
t
a
D
A
.
S
.
U
.
A
N
O
Z
I
R
A
.
.
.
.
.
.
.
.
.
.
.
.
.
O
N
E
T
A
C
I
F
I
T
R
E
C
H
C
R
A
D
E
R
E
T
S
I
G
E
R
JACOBS
MICHAEL E
32961
expiration:
12/8/2022 5:58:53 PM
11/04/22
SHEET INDEX
Sheet Number
Sheet Name
C1.1
COVER
C1.2
NOTES
C2.1
DEMO/SITE PLAN
C3.1
FIRELINE PLAN
C4.1
DETAILS
A0.0
ARCHITECTURAL STANDARDS
A0.1
ADA STANDARDS
A0.2
CODE PLANS
A0.3
SPECIFICATIONS
A1.0
DEMO + FLOOR PLAN
A2.0
RCP + ROOF PLAN
A3.0
SCHEDULES + PARTITION TYPES
A3.1
ELEVATIONS
A3.2
INTERIOR ELEVATIONS
S1.0
FRAMING PLAN
M0.0
LEGEND AND GRAL NOTES
M0.1
SPECS AND CODE
M1.0
SCHEDULES
M2.0
DEMO PLANS
M3.0
FLOOR PLANS
M4.0
DETAILS
M4.1
DETAILS
P1.0
LEGEND AND NOTES
P2.0
FLOOR PLAN
E0.0
SYMBOLS, ABBREVIATIONS AND GRAL NOTES
E0.1
SCHEDULES
E0.2
FIRE ALARM NOTES AND RISER
E0.3
SPECS
E0.4
SPECS
E1.0
DEMO PLANS
E2.0
POWER PLANS
E3.0
LIGHTING PLAN
E5.0
ONE LINE DIAGRAM
E5.1
PANEL SCHEDULES
1
E1.0
DEMO PLANS
E2.0
POWER PLANS
E3.0
LIGHTING PLAN
E5.0
ONE LINE DIAGRAM
E5.1
PANEL SCHEDULES
1
DSC # _ _ _ _ _ _
5750 WEST GELNN DRIVE, GLENDALE, AZ 85301
GLENDALE DCRP BEAD MUSEUM
1022150
RENOVATION
Call 811 or click Arizona811.com
Contact Arizona 811 at least two full
working days before you begin excavation
C1.1
CONSTRUCTION
DOCUMENTS
CITY OF GLENDALE
GLENDALE, ARIZONA
PROJECT # 202169.4
GLENDALE DCRP BEAD MUSEUM RENOVATION
5750 W. GLENN DRIVE
VICINITY MAP
PINNACLE PEAK RD.
DEER VALLEY RD.
BEARDSLEY RD.
UNION HILLS DR.
BELL RD.
GREENWAY RD.
THUNDERBIRD RD.
CACTUS RD
PEORIA AVE.
OLIVE AVE.
NORTHERN AVE.
GLENDALE AVE.
BETHANY HOME RD.
CAMELBACK RD.
GRAND AVE./ U.S.60
115TH AVE
107TH AVE.
99TH AVE.
91ST AVE.
83RD AVE.
75TH AVE.
67TH AVE.
59TH AVE.
51ST AVE.
43RD AVE.
EL MIRAGE RD.
SARIVAL AVE.
REEMS RD.
BULLARD AVE.
LITCHFIELD RD.
DYSART RD.
LOOP 303
COTTON LN.
CITRUS RD.
PERRYVILLE RD.
LOOP 101
COVER
COVER
’
’
’
“
”
’
’
’
’
“
”
’
DSC # _ _ _ _ _ _
5750 WEST GELNN DRIVE, GLENDALE, AZ 85301
GLENDALE DCRP BEAD MUSEUM
1022150
RENOVATION
Call 811 or click Arizona811.com
Contact Arizona 811 at least two full
working days before you begin excavation
C1.2
CONSTRUCTION
DOCUMENTS
’
ABBREVIATIONS
EXST
NEW
LEGEND
NOTES
NOTES
REMOVAL NOTES
CONSTRUCTION NOTES
REFERENCE NOTES
DSC # _ _ _ _ _ _
5750 WEST GELNN DRIVE, GLENDALE, AZ 85301
GLENDALE DCRP BEAD MUSEUM
1022150
RENOVATION
Call 811 or click Arizona811.com
Contact Arizona 811 at least two full
working days before you begin excavation
C2.1
CONSTRUCTION
DOCUMENTS
DEMOLITION &
SITE PLAN
DEMOLITION & SITE PLAN
CONSTRUCTION NOTES
REFERENCE NOTES
DSC # _ _ _ _ _ _
5750 WEST GELNN DRIVE, GLENDALE, AZ 85301
GLENDALE DCRP BEAD MUSEUM
1022150
RENOVATION
Call 811 or click Arizona811.com
Contact Arizona 811 at least two full
working days before you begin excavation
C3.1
CONSTRUCTION
DOCUMENTS
FIRE LINE PLAN
FIRE LINE PLAN
DSC # _ _ _ _ _ _
5750 WEST GELNN DRIVE, GLENDALE, AZ 85301
GLENDALE DCRP BEAD MUSEUM
1022150
RENOVATION
Call 811 or click Arizona811.com
Contact Arizona 811 at least two full
working days before you begin excavation
C4.1
CONSTRUCTION
DOCUMENTS
DETAILS
DETAILS
CAUTION:
X/K
INDICATES SECTION OR DETAIL NO. 2
APPEARING ON THE SHEET NO. 6.2
WINDOW TYPE / LOUVER TYPE
SEE 2 / 6.2
drawing title
1 1/2" = 1'-0"
VIEW DESCRIPTION
01
2.1
2.1
N.T.S
TB-2
TEST BORING
(09 22 16)
36.5'
SPECIFICATION REFERENCE
(FOUND IN PROJECT MANUAL)
REFERENCE NUMBER FOR
EQUIPMENT, CONSTRUCTION, ETC.
OR ANY INFORMATION TO BE
CONVEYED WHICH IS REPETITIVE OR
AVAILABLE SPACE PROHIBITS A
WRITTEN DESCRIPTION 0F ANY ITEM
SPECIFICATION REFERENCES ARE
INDICATED FOR THE CONTRACTOR'S
CONVENIENCE, LACK OF REFERENCE
OR MISREFERENCE DOES NOT
RELIEVE THE CONTRACTOR OF THE
RESPONSIBILITY TO PROVIDE THAT
MATERIAL
EXISTING POINT ELEVATION
NEW OR REQUIRED POINT ELEVATION
ROOM NAME, NUMBER, & AREA
SECTION OR DETAIL NUMBER
SECTION OR DETAIL NUMBER
SHEET NUMBER ON WHICH THIS
SECTION OR DETAIL IS CUT OR
REFERENCED (ONE SHEET ONLY)
INDICATES SCALE
SURFACE SHOWN IN ELEVATION
INTERIOR ELEVATION NUMBER
SHEET NUMBER ON WHICH
ELEVATION IS DRAWN
AREA OF DETAIL
DETAIL NUMBER
SHEET NUMBER ON WHICH
ENLARGED DETAIL IS DRAWN
DIRECTION OF CUTTING PLANE
LONGITUDINAL OR TRANSVERSE
BUILDING SECTION NUMBER
SHEET NUMBER ON WHICH
BUILDING SECTION IS DRAWN
drafting symbols
DIRECTION OF CUTTING
PLANE
SHEET NUMBER ON WHICH
SECTION OR DETAIL IS DRAWN
DOOR OR OPENING NUMBER
PARTITION TYPE
SURFACE SHOWN IN ELEVATION
BUILDING ELEVATION NUMBER
SHEET NUMBER ON WHICH
BUILDING ELEVATION IS DRAWN
8
36.5'
A3.0
01
room name
101
0000 SF
DIRECTION OF PHOTO
VIEW NUMBER/SHEET NUMBER
NEW COLUMN OR WALL
REFERENCE GRID
EXISTING COLUMN OR WALL
REFERENCE GRID
FINISH
8/ 1.18
DIRECTION OF 3D VIEW
VIEW NUMBER/SHEET NUMBER
3D
1/ 13.1
ACT-1
1
1585A
A1aa
0
DESCRIPTIVE NOTE
8'-0"
CEILING HEIGHT
A
01
TOILET ACCESSORIES
1
1
1
A.30
A3.0
01
A3.0
01
01
A.30
01
STOREFRONT OR CURTAIN WALL TYPE
SF1
THESE NOTES ARE IN ADDITION TO ANY INFORMATION IN THE DRAWINGS, SPECIFICATIONS, OR THE NOTES PROVIDED BY THE PRIME CONSULTANT.
1.
DO NOT SCALE DRAWINGS - USE DIMENSIONS ONLY. DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE ON CONSTRUCTION DOCUMENTS.
2.
VERIFY ALL DIMENSIONS AND CONDITIONS IN FIELD. IF CONDITION NOT COVERED IN THE DRAWINGS IS ENCOUNTERED, CONTRACTOR SHALL
NOTIFY ARCHITECT, IN WRITING, BEFORE COMMENCING THAT PORTION OF THE WORK.
3.
DIMENSIONS WHERE SHOWN ARE NORMALLY GIVEN:
A.
TO FACE OF CONCRETE OR MASONRY UNIT, OR FINISHED FACE
B.
TO CENTER LINES
4.
NOTIFY ARCHITECT IF DISCREPANCIES ARE NOTED IN THESE CONTRACT DOCUMENTS IN SUFFICIENT TIME AS TO NOT CAUSE DELAY. DO NOT
DEVIATE WITHOUT WRITTEN AUTHORIZATION FROM THE ARCHITECT.
5.
DETAILS, NOTES AND FINISHES SHALL BE APPLICABLE TO ALL TYPICAL CONDITIONS WHETHER OR NOT REFERENCED AT ALL PLACES ON THESE
PLANS.
6.
ALL MANUFACTURED ARTICLES, MATERIALS, AND EQUIPMENT SHALL BE APPLIED, INSTALLED, CONNECTED, ERECTED, USED, CLEANED, AND
CONDITIONED, IN ACCORDANCE WITH THE MANUFACTURER'S WRITTEN SPECIFICATIONS OR INSTRUCTIONS UNLESS SPECIFIED TO THE CONTRARY
HEREIN.
7.
THE STARTING OF WORK BY ANY CONTRACTOR OR SUBCONTRACTOR SHALL BE CONSIDERED PRIMA FACIE EVIDENCE THAT HE HAS INSPECTED
THE DOCUMENTS AND FINDS THEM SATISFACTORY.
8.
CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONARY MEASURES TO PROTECT THE PUBLIC AND ADJACENT PROPERTIES FROM DAMAGE
THROUGHOUT CONSTRUCTION.
9.
ALL STUDS AND ANY OTHER FRAMING ARE AT 24" O.C. MINIMUM UNLESS OTHERWISE NOTED.
10. ALL MATERIALS FOR USE SHALL BE NEW UNLESS OTHERWISE NOTED.
11. PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING.
12. CAULK, SEAL, AND/OR WEATHERPROOF ALL PENETRATIONS IN WALLS, CEILINGS, AND FLOORS FOR PLUMBING, ELECTRICAL, AND OTHER OPENINGS
IN THE BUILDING ENVELOPE.
13. THE MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS ARE SUPPLEMENTARY TO THE ARCHITECTURAL DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO CHECK WITH THE ARCHITECTURAL DRAWINGS BEFORE PROCEEDING WITH THE INSTALLATION OF
MECHANICAL, PLUMBING AND ELECTRICAL WORK. SHOULD THERE BE A DISCREPANCY BETWEEN THE ARCHITECTURAL DRAWINGS AND THE
CONSULTING ENGINEERS DRAWINGS THAT WOULD CAUSE AN AWKWARD INSTALLATION, IT SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION
FOR CLARIFICATION PRIOR TO INSTALLATION OF SAID WORK. ANY WORK INSTALLED IN CONFLICT WITH THE ARCHITECTURAL DRAWINGS SHALL BE
CORRECTED BY THE CONTRACTOR AT HIS OWN EXPENSE AND AT NO ADDITIONAL EXPENSE TO THE OWNER.
14. THE ARCHITECTURAL DRAWINGS SHOW PRINCIPAL AREAS WHERE WORK MUST BE ACCOMPLISHED UNDER THIS CONTRACT. INCIDENTAL WORK
MAY ALSO BE NECESSARY IN AREAS NOT SHOWN ON THE ARCHITECTURAL DRAWINGS DUE TO CHANGES AFFECTING EXISTING MECHANICAL,
ELECTRICAL, PLUMBING OR OTHER SYSTEMS. SUCH INCIDENTAL WORK IS ALSO PART OF THIS CONTRACT. INSPECT THOSE AREAS AND
ASCERTAIN WORK NEEDED, AND COMPLETE THAT WORK AS PART OF THE ORIGINAL CONTRACT SUM.
15. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF APPLICABLE CODES AND ALL OTHER GOVERNING AUTHORITIES HAVING JURISDICTION.
16. ISOLATE CONTACT BETWEEN DISSIMILAR METALS
17. ANY ITEMS OR FEATURES IN CEILINGS, SUCH AS, BUT NOT LIMITED TO, LIGHT FIXTURES AND AIR DIFFUSERS SHALL BE PLACED OR INSTALLED WITH
SPECIAL ATTENTION TO CENTERING, SPACING AND ALIGNMENT WITH OTHER FEATURES IN PROXIMITY. CONSULT WITH THE ARCHITECT
CONCERNING ANY QUESTIONS OR CONFLICTS ABOUT LOCATIONS.
18. PROVIDE BLOCKING BEHIND ALL WALL MOUNTED DOOR STOPS, AND AS REQUIRED FOR MILLWORK, EXHIBIT CASEWORK, AND ALL WALL MOUNTED
SHELVING OR EQUIPMENT.
19. ALL RUBBISH AND DEBRIS RESULTING FROM DEMOLITION AND/OR NEW WORK SHALL BE SORTED AND RECYCLED OR DISPOSED OF IN A SUITABLE
MANOR AND SHALL NOT BE ALLOWED TO ACCUMULATE.
20. GENERAL CONTRACTOR SHALL HIRE A DETECTION SERVICE TO LOCATE ALL EXISTING ON-SITE UTILITIES WITHIN THE PROJECT BOUNDARY AND A
REASONABLE DISTANCE OUTSIDE OF THE PROJECT BOUNDARY WHERE LOCATIONAL UNCERTAINTY OCCURS
general notes
9.30.2025
d
e
n
g
i
S
e
t
a
D
A
.
S
.
U
.
A
N
O
Z
I
R
A
.
.
.
.
.
.
.
.
.
.
.
.
.
O
N
E
T
A
C
I
F
I
T
R
E
C
H
C
R
A
D
E
R
E
T
S
I
G
E
R
JACOBS
MICHAEL E
32961
expiration:
© 2021 Holly Street Studio, LLC
sheet number
project no.
date
phase
title
1319 E VanBuren St.
Phoenix, AZ 85006
o: 602.258.8555
hollystreetstudio.com
revisions
CITY OF GLENDALE
ENGINEERING DEPT.
5850 W. Glendale ave.
Glendale, AZ 85301
(623) 930 3630
12/8/2022 5:55:08 PM
A0.0
ARCHITECTURAL
STANDARDS
CONSTRUCTION
DOCUMENTS
4 NOVEMBER 2022
GLENDALE DCRP BEAD
MUSEUM RENOVATION
5750 W Glenn Drive
Glendale, AZ 85301
202169.4
11/04/22
R
RADIUS
RA
RETURN AIR
RCP
REFLECTED CEILING PLAN
RD
ROOF DRAIN
RE
REFER
REBAR
REINFORCING BAR
REC
RECESSED
RECT
RECTANGLE
REF
REFERENCE
REF
REFRIGERATOR
REG
REGISTER
REG
REGULAR
REINF
REINFORC(E)(ED)(ING)
REQD
REQUIRED
RET
RETURN
REV
REVISION
RFG
ROOFING
RH
RIGHT HAND
RLF
RELIEF
RM
ROOM
RND
ROUND
RO
ROUGH OPENING
ROW
RIGHT OF WAY
S
SOUTH
S&R
STILE & RAIL
SA
SUPPLY AIR
SALV
SALVAGE(D)
SAN
SANITARY
SC
SOLID CORE
SCD JT
SCORED JOINT
SCHED
SCHEDULE
SE
SOUTHEAST
SECT
SECTION
SF
SQUARE FOOT
SF
STOREFRONT
SHT
SHEET
SIM
SIMILAR
SM
SHEET METAL
SP
STAND PIPE
SPEC
SPECIFICATION
SPK
SPEAKER
SPL
SPECIAL
SQ
SQUARE
SST
STAINLESS STEEL
STAG
STAGGERED
STC
SOUND TRANSMISSION
COEFFICIENT
STD
STANDARD
STL
STEEL
STN
STONE
STOR
STORAGE
STRUCT
STRUCTURAL
SUSP
SUSPEN(DED)(SION)
SW
SOUTHWEST
SYS
SYSTEM
T
TREAD
T&G
TONGUE & GROOVE
TC
TERRA COTTA
TEL
TELEPHONE
TEMP
TEMPERTURE
THERM
THERMAL
THK
THICK(NESS)
THOLD
THRESHOLD
TMPD
TEMPERED
TO
TOP OF
TOPAR
TOP OF PARAPET
TOS
TOP OF STEEL
TRANS
TRANSOM
TRANSL
TRANSLUCENT
TRANSP
TRANSPARENT
TRTD
TREATED
TV
TELEVISION
TYP
TYPICAL
UL
UNDERWRITER'S
LABORATORIES
UNFIN
UNFINISHED
UNO
UNLESS NOTED OTHERWISE
UON
UNLESS OTHERWISE NOTED
USG
UNITED STATES GAGE
UTIL
UTILITY
V
VOLT
VAL
VALUE
VAR
VARIES
VAV
VARIABLE AIR VOLUME
VB
VAPOR BARRIER
VENT
VENTILAT(ING)(ION)
VERT
VERTICAL
VEST
VESTIBULE
VIF
VERIFY IN FIELD
VIT
VITREOUS
VNR
VENEER
VOC
VOLATILE ORGANIC
COMPOUND
VOL
VOLUME
W
WEST
W
WIDTH
W/
WITH
W/O
WITHOUT
W/W
WALL TO WALL
WC
WATER CLOSET
WD
WOOD
WDW
WINDOW
WF
WIDE FLANGE
WGL
WIRED GLASS
WH
WATER HEATER
WT
WEIGHT
WWF
WELDED WIRE FABRIC
YD
YARD
L
LENGTH
LAB
LABORATORY
LAM
LAMINATED
LAV
LAVATORY
LDR
LEADER
LG
LARGE
LH
LEFT HAND
LIN
LINEAR
LIQ
LIQUID
LL
LIVE LOAD
LLH
LONG LEG HORIZONTAL
LLV
LONG LEG VERTICAL
LOC
LOCAT(E)(ION)
LONG
LONGITUDINAL
LP
LOW POINT
LT
LIGHT
LTG
LIGHTING
LTL
LINTEL
LTWT
LIGHTWEIGHT
LVR
LOUVER
M
METER
MACH
MACHINE
MAINT
MAINTENANCE
MAN
MANUAL
MAS
MASONRY
MAT
MATERIAL
MAX
MAXIMUM
MBR
MEMBER
MDF
MEDIUM-DENSITY
FIBERBOARD
MECH
MECHANICAL
MED
MEDIUM
MEMB
MEMBRANE
MEZZ
MEZZANINE
MFR
MANUFACTUR(ER)(ED)
MH
MANHOLE
MIN
MINIMUM
MIR
MIRROR
MISC
MISCELLANEOUS
MIX
MIXTURE
MLWK
MILLWORK
MM
MILLIMETER
MO
MASONRY OPENING
MOD
MODIFIED, MODULAR
MS
MACHINE SCREW
MTD
MOUNTED
MTL
METAL
MTR
MORTAR
MULL
MULLION
N
NORTH
NA
NOT APPLICABLE
NAT
NATURAL
NE
NORTHEAST
NIC
NOT IN CONTRACT
NO/NUM
NUMBER
NOM
NOMINAL
NORM
NORMAL
NRC
NOISE REDUCTION
COEFFICIENT
NTS
NOT TO SCALE
NW
NORTHWEST
O/O
OUT TO OUT
OA
OVERALL
OC
ON CENTER
OD
OUTSIDE DIAMETER
OFCI
OWNER FURNISHED
CONTRACTOR INSTALLED
OFF
OFFICE
OH
OVERHEAD
OPER
OPERABLE
OPH
OPPOSITE HAND
OPNG
OPENING
OPP
OPPOSITE
ORD
OVERFLOW ROOF DRAIN
ORIG
ORIGINAL
OZ
OUNCE
LB, #
POUND
PC
POINT OF CURVE
PCF
POUNDS PER CUBIC FOOT
PERF
PERFORAT(ED)(ION)
PERIM
PERIMETER
PI
POINT OF INTERSECTION
PL
PROPERTY LINE
PLAM
PLASTIC LAMINATE
PLAS
PLASTER
PLVC
PLASTER VENEER COAT
PLYWD
PLYWOOD
PNL
PANEL
PR
PAIR
PR
PROPOSAL REQUEST
PREFAB
PREFABRICATED
PREFIN
PREFINISHED
PRELIM
PRELIMINARY
PROJ
PROJECT
PSF
POUNDS PER SQUARE FOOT
PSI
POUNDS PER SQUARE INCH
PT
PAINT
PT
POINT, POINT OF TANGENT
PT
PRESSURE TREATED
PTD
PAINTED
PTN
PARTITION
PV
PHOTOVOLTAIC
PVG
PAVING
PVMT
PAVEMENT
PWR
POWER
QT
QUART
QT
QUARRY TILE
QTR
QUARTER
QUAL
QUALITY
DWG
DRAWING
E
EAST
EA
EACH
EJT
EXPANSION JOINT
EL
ELEVATION
ELAST
ELASTOMERIC
ELEC
ELECTRIC(AL)
ELEV
ELEVATOR
EMER
EMERGENCY
ENCL
ENCLOS(URE)(ED)
ENL
ENLARGED
ENTR
ENTRANCE
EOS
EDGE OF SLAB
EQ
EQUAL
EQUIP
EQUIPMENT
EST
ESTIMATE
EXH
EXHAUST
EXIST
EXISTING
EXP
EXPAN(SION)(DED)
EXT
EXTERIOR
EXTRU
EXTRU(SION)(DED)
F
FARENHEIT
FBO
FURNISHED BY OTHERS
FCO
FLOOR CLEANOUT
FD
FLOOR DRAIN
FDN
FOUNDATION
FDV
FIRE DEPARTMENT VALVE
FE
FIRE EXTINGUISHER
FEC
FIRE EXTINGUISHER
CABINET
FF
FINISHED FLOOR
FF EL
FINISHED FLOOR ELEVATION
FF&E
FURNITURE, FURNISHINGS, &
EQUIPMENT
FHMS
FLAT HEAD MACHINE
SCREWS
FHWS
FLAT HEAD WOOD SCREWS
FIN
FINISH
FIP
FOAM IN PLACE
FIXT
FIXTURE
FL, FLR
FLOOR
FLASH
FLASHING
FOC
FACE OF CONCRETE
FOM
FACE OF MASONRY
FOS
FACE OF STUD
FOW
FACE OF WALL
FP
FIREPROOF
FSTNR
FASTENER
FT
FEET, FOOT
FTG
FOOTING
FURN
FURNI(SH)(TURE)
FURR
FURRING
GA
GAUGE
GAL
GALLON
GALV
GALVANIZED
GC
GENERAL CONTRACT(OR)
GEN
GENERATOR
GLAZ
GLAZING
GRND
GROUND
GWB
GYPSUM WALL BOARD
GYP
GYPSUM
H
HIGH
HB
HOSE BIB
HC
HANDICAP
HCFC
HYDRO-CHLOROFLUOROCAR
BON
HD
HEAD
HDBD
HARDBOARD
HDR
HEADER
HDW
HARDWARE
HDWD
HARDWOOD
HM
HOLLOW METAL
HNDRL
HANDRAIL
HORIZ
HORIZONTAL
HP
HORSEPOWER
HR
HOUR
HT
HEIGHT
HTG
HEATING
HVAC
HEATING, VENTILATION, AIR
CONDITIONING
HW
HOT WATER
HWH
HOT WATER HEATER
HWY
HIGHWAY
HYD
HYDRANT
HZ
HERTZ
IAQ
INDOOR AIR QUALITY
ID
INSIDE DIAMETER
IF
INSIDE FACE
ILLUM
ILLUMINATION
IN
INCHES
INCL
INCLUD(E)(ED)(ING)
INFO
INFORMATION
INSUL
INSULAT(ED)(ION)
INT
INTERIOR
INVT, INV
INVERT
J-BOX
JUNCTION BOX
JAN
JANITOR
JC
JANITOR CLOSET
JST
JOIST
JST BR
JOIST BEARING
JT
JOINT
K
KIPS
KD
KNOCK DOWN
KIT
KITCHEN
KO
KNOCKOUT
KPL
KICK PLATE
KVA
KILOVOLT AMPS
KW
KILOWATTS
A/C
AIR CONDITIONING
A/V
AUDIO VISUAL
AB
ANCHOR BOLT
ABS
ACRYLONITRILE-BUTADIENE-
STYRENE
ABV
ABOVE
ACC
ACCESS
ACC PNL
ACCESS PANEL
ACST
ACOUSTICAL
AD
AREA DRAIN
ADD'L
ADDITIONAL
ADD.
ADDENDUM
ADJ
ADJACENT, ADHUSTABLE
AFF
ABOVE FINISH FLOOR
AGG.
AGGREGATE
AHR
ANCHOR
AHU
AIR HANDLING UNIT
AL, ALUM
ALUMINUM
ALT
ALTERNATE
ANOD
ANODIZED
APPROX
APPROXIMATE
ARCH
ARCHITECT(URAL)
ASI
ARCHITECT'S
SUPPLEMENTAL
INFORMATION
AUTO
AUTOMATIC
AUX
AUXILARY
AVE
AVENUE
AVG
AVERAGE
BAL
BALANCE
BD
BOARD
BF
BACK FACE
BFE
BOTTOM FOOTING
ELEVATION
BITUM
BITUMINOUS
BJT
BED JOINT
BL
BUILDING LINE
BLDG
BUILDING
BLKG
BLOCKING
BLT
BOLT
BLW
BELOW
BM
BEAM
BM
BENCH MARK
BO
BOTTOM OF
BO
BY OTHERS/OWNER
BRG
BEARING
BRKT
BRACKET
BS
BOTH SIDES
BSMT
BASEMENT
BTWN
BETWEEN
BVL
BEVEL(ED)
BW
BOTH WAYS
C
CELSIUS
C to C
CENTER TO CENTER
CAB
CABINET
CAL
CALIPER
CANTL
CANTILEVER
CB
CATCH BASIN
CCD
CONSTRUCTION CHANGE
DIRECTIVE
CD
CONSTRUCTION DOCUMENT
CEM
CEMENT(ITIOUS)
CFLG
COUNTERFLASHING
CFM
CUBIC FEET PER MINUTE
CG
CORNER GUARD
CHEM
CHEMICAL, CHEMISTRY
CHFR
CHAMFER
CIP
CAST-IN-PLACE
CJ
CONTROL JOINT
CKT
CIRCUIT
CL
CENTER LINE
CLG
CEILING
CLL
CONTRACT LIMIT LINE
CLR
CLEAR
CLRM
CLASSROOM
CM
CONSTRUCTION MANAGER
CMU
CONCRETE MASONRY UNIT
CND
CONDUIT
CO
CHANGE ORDER
CO
CLEANOUT
COL
COLUMN
COMM
COMMUNICATION
CONC
CONCRETE
CONF
CONFERENCE
CONT
CONTINUOUS
COORD
COORDINATE
CORR
CORRIDOR
CT
COOLING TOWER
CTR
CENTER
CTSK
COUNTERSINK
CU FT
CUBIC FOOT
CU IN
CUBIC INCH
CU YD
CUBIC YARD
D
DEEP/DEPTH
DBL ACT
DOUBLE ACTING
DC
DIRECT CURRENT
DEG
DEGREE
DEMO
DEMOLISH, DEMOLITION
DEPT
DEPARTMENT
DET
DETAIL
DH
DOUBLE HUNG
DIA
DIAMETER
DIAG
DIAGONAL
DIFF
DIFFUSER
DIM
DIMENSION
DIR
DIRECT(ION)(OR)
DISP
DISPENSER
DIST
DISTRIBUTION
DIV
DIVISION
DL
DEAD LOAD
DMPF
DAMPPROOF(ING)
DN
DOWN
DR
DOOR
abbreviations
No.
Description
Date
ADA/ANSI
COMPLIANT
FOLDING OR
FIXED SEAT
LC
LC
CONTROL WALL
36" MIN
CLEAR FLOOR
36" MIN
CLEAR FLOOR
48" MIN
WALL
36" MIN SEAT
36" MIN BACK WALL
1'-6"
TWO-WALL GRAB
BAR
RECTANGULAR SHOWER SEAT
2 1/2" MAX
1/2" MAX
L-SHAPED SHOWER SEAT
2 1/2" MAX
15"-16"
22"-23"
15"-16"
14"-15"
COMPARTMENT
ENTRY
COMPARTMENT
ENTRY
3" MAX
3" MAX
F.F.
F.F.
F.F.
CL
3'-6"
18"
38" MIN
48" MIN
1'-3"
MAX
4"
18"
22"-23"
2 1/2"
MAX
17"-19"
14"-15"
17"-19"
L-SHAPED
FOLDABLE
SEAT
33"-36"
CONTROLS
22"-23"
TWO WALL
GRAB BAR
ELEVATION: TRANSFER
SHOWER CONTROL WALL
ELEVATION:
BACK WALL (WITH SEAT)
ELEVATION:
SIDE WALL (WITH SEAT)
transfer shower compartment
PLAN VIEW
MAX
4"
32" MIN
42" MIN
12" MAX
36" MIN
LC
59" MIN @ FLOOR MOUNT
56" MIN @ WALL MOUNT
2'-0"
1'-0"
VERTICAL
GRAB BAR
SELF CLOSING, OUTSWINGING DOOR WITH PULL,
APPROACHED FROM LATCH SIDE
ACCESS AISLE
42" MIN
60" MIN
COAT HOOK AT 40" MIN- 48" MAX AFF,
MOUTED INSIDE FACE
accessible toilet compartment
UNOBSTRUCTED FORWARD REACH
reach ranges
15" MAX
48" MAX
UNOBSTRUCTED HIGH FORWARD REACH
48" MAX
20" MAX
44" MAX
20"-25" MAX
(A)
(B)
UNOBSTRUCTED SIDE REACH
(A)
OBSTRUCTION
MAX
1'-8"
48" MAX
OBSTRUCTED HIGH SIDE REACH
(B)
OBSTRUCTION
24" MAX
10" MIN -
34" MAX
34" MAX
46" MAX
FRONT APPROACH - SINK
SIDE APPROACH - SINK
RE: SIDE ELEV
RE: SIDE ELEV
30" MIN CLEAR
30x48 CFS
30x48 CFS
30x48 CFS
FRONT APPROACH -
LAVATORY
8"
RE: SIDE ELEV
F.F.
lavatories + mirrors
FRONT ELEV
SIDE ELEV
TO RIM
34" MAX
ADVISORY 603.3
40" MAX W/
25" MAX
17" MIN
PROVIDE INSULATED
PIPES OR
PROTECTIVE
COVERING
27" MIN
8" MIN
MAX
9"
11" MIN
6"
19" max
drinking fountains
HIGH
BOWL
LOW
BOWL
17"-19"
TO SPOUT
5" MAX
15" MIN
SANITARY NAPKIN DISPENSER
T.O. CONTROLS
4'-0"
4'-0"
SOAP DISPENSER
F.F.
ELECTRIC HAND DRYER
T.O. CONTROLS
4'-0"
PAPER TOWEL DISPENSER
SANITARY NAPKIN WASTE
RECEPTACLE
restroom accessories mounting heights
3'-4"
CLOTHING + ROBE
HOOK
4'-0"
UTILITY SHELF
F.F.
3'-4"
4'-0"
ELECTRICAL PANEL
FIRE HOSE CABINET, FULLY
RECESSED, SEMI-RECESSED,
OR SURFACE MOUNTED
FIRE EXTINGUISHER CABINET, FULLY
RECESSED, SEMI-RECESSED, OR SURFACE
MOUNTED
3" - 4" FOR BRACKET MOUNTED
EXTINGUISHERS
FIRE EXTINGUISHER
4'-0"
miscellaneous mounting heights
* IF DOOR HAS BOTH A LATCH AND A CLOSER
* IF DOOR HAS BOTH A LATCH AND A CLOSER
PULL SIDE
60" MIN
48" MIN
18" MIN.
*12" MIN.
PUSH SIDE
PULL SIDE
PUSH SIDE
54" MIN
*48" MIN
42" MIN
36" MIN
60" MIN
*54" MIN
48" MIN
*48 MIN
42" MIN
PULL SIDE
PUSH SIDE
2'-0"
2'-0"
PULL SIDE
32" CLR
60" CLR
18" INT
FO DOOR
< 8"
door clearance requirements for accessible routes
* IF DOOR HAS BOTH A LATCH AND A CLOSER
F.F.
OPERABLE PORTION
4'-0" MAX
2'-10" MAX
27" MIN
TOE CLEAR.
17"-25"
baby changing station
protruding objects
X > 27"
4" MAX
80" MAX
GREATER THAN OR EQUAL TO 80"
HANGING
OBJECT
PROTRUDING
OBJECT
knee + toe clearance
toe clear elevation
toe clear plan
30" MIN
25" MAX
17" MIN
27 MIN
MIN
8"
MIN
11"
6" MAX
MAX
9"
EXIT
F.F.
6'-8"
4'-0"
1'-6"
6"
1'-0"
4'-0"
EQ
EQ
FIRE ALARM
(COMBINATION SPEAKER
AND STROBE)
FIREMAN'S PHONE JACK
WALL MOUNTED EXIT LIGHT
LIGHT SWITCH AND DIMMER
THERMOSTAT OR OTHER
CONTROL DEVICE
ELECTRIC, TELEPHONE,
OR DATA RECEPTACLE
FIRE PULL
controls mounting height
CARD READER
ADA PUSH BUTTON
3'-6"
3'-0"
changes in level
VERTICAL CHANGE
BEVELED CHANGES IN LEVEL
1/4" MAX
1
2
1/2" MAX
1/4" MAX
1/4" MAX
floor openings
carpet pile height
1.
REFER TO THE DIAGRAMS ON THIS SHEET FOR ADDITIONAL ACCESSIBILITY DIAGRAMS.
2.
WHERE APPLICABLE, THE CODE AND SECTION FOR EACH CORRESPONDING STANDARD HAS BEEN
LISTED (ADA/ANSI/IBC).
3.
NOT ALL ACCESSIBILITY STANDARDS APPLY TO THIS PROJECT.
4'-0"
all fixtures to protrude no less than 4" from face of wall
1/2" MAX
1/2" MAX
SLOPE SHOWER
FLOOR TO
LINEAR DRAIN
40" max
16-18"
36"
6"
F.F.
40"
42" - 48"
12"
18"
40"
28"
34"
19"
18" min
8"
SEAT COVER
DISPENSER
VERTICAL
GRAB BAR
TOILET ROLL
DISPENSER
SANITARY
NAPKIN
DISPOSAL
HORIZONTAL
GRAB BAR
F.F.
30" MIN
FLUSH CONTROL
MOUNTED
AT 44" A.F.F.
MAX FOR
ACCESSIBLE URINAL
URINAL SCREEN
2'-0" T.O. LIP (STANDARD HT)
1'-5" MAX T.O. LIP (ACCESSIBLE HT)
15" CLR
15" CLR
13 1/2" MIN
2'-0"
4'-0"
1'-0"
urinals
15"
15" min
F.F.
27"
36" MAX TO
SPOUT
43" MAX TO
SPOUT
9.30.2025
d
e
n
g
i
S
e
t
a
D
A
.
S
.
U
.
A
N
O
Z
I
R
A
.
.
.
.
.
.
.
.
.
.
.
.
.
O
N
E
T
A
C
I
F
I
T
R
E
C
H
C
R
A
D
E
R
E
T
S
I
G
E
R
JACOBS
MICHAEL E
32961
expiration:
© 2021 Holly Street Studio, LLC
sheet number
project no.
date
phase
title
1319 E VanBuren St.
Phoenix, AZ 85006
o: 602.258.8555
hollystreetstudio.com
revisions
CITY OF GLENDALE
ENGINEERING DEPT.
5850 W. Glendale ave.
Glendale, AZ 85301
(623) 930 3630
12/8/2022 5:55:09 PM
A0.1
ADA STANDARDS
CONSTRUCTION
DOCUMENTS
4 NOVEMBER 2022
GLENDALE DCRP BEAD
MUSEUM RENOVATION
5750 W Glenn Drive
Glendale, AZ 85301
202169.4
11/04/22
No.
Description
Date
FF
FF
FF
FF
FF
FF
FF
FF
FF
FF
FF
FF
FF
FF
FF
FF
FF
FF
FF
FF
FF
FF
FF
FF
FF
FF
FF
FF
CA10
CA10
FF
FF
FF
FF
FF
FF
FF
FF
FF
FF
FF
FF
BF
BF
FF
FF
FF
FF
02
AA
01
03
04
05
BB
CC
DD
EE
FF
12
OCCUPANCY CLASSIFICATION
ACCESSORY STORAGE AREA
ASSEMBLY - UNCONCENTRATED (TABLES + CHAIRS)
BUSINESS AREAS
OCC. TYPE:
OCC. LOAD:
AREA (SF):
OCC. COUNT:
1902 SF
13
150
OPEN OFFICE 3
BUSINESS
OCC. TYPE:
OCC. LOAD:
AREA (SF):
OCC. COUNT:
314 SF
21
15
CONF - MD
BUSINESS
OCC. TYPE:
OCC. LOAD:
AREA (SF):
OCC. COUNT:
178 SF
12
15
CONF - SM
BUSINESS
OCC. TYPE:
OCC. LOAD:
AREA (SF):
OCC. COUNT:
254 SF
1
300
STORAGE
STORAGE
1
1
14
12
21
OCC. TYPE:
OCC. LOAD:
AREA (SF):
OCC. COUNT:
1985 SF
14
150
OPEN OFFICE 2
BUSINESS
OCC. TYPE:
OCC. LOAD:
AREA (SF):
OCC. COUNT:
89 SF
1
150
RR - UNISEX 2
STORAGE
OCC. TYPE:
OCC. LOAD:
AREA (SF):
OCC. COUNT:
84 SF
1
150
RR - UNISEX 1
BUSINESS
OCC. TYPE:
OCC. LOAD:
AREA (SF):
OCC. COUNT:
510 SF
4
150
OPEN OFFICE 1
BUSINESS
OCC. TYPE:
OCC. LOAD:
AREA (SF):
OCC. COUNT:
971 SF
7
150
RECEPTION
BUSINESS
1
1
13
48
480
0.15"
DOOR
72"
49
320
0.15"
DOOR
48"
TRAVEL PATH: B
TRAVEL PATH: A
OCC. TYPE:
OCC. LOAD:
AREA (SF):
OCC. COUNT:
339 SF
23
15
CONF - LG
BUSINESS
OCC. TYPE:
OCC. LOAD:
AREA (SF):
OCC. COUNT:
177 SF
1
300
UTILITY
STORAGE
1
400
0.15"
DOOR
60"
23
4
7
CLARIFICATION OF SYMBOLS
ROUTE OF MAXIMUM COMMON PATH OR TRAVEL
DISTANCE
OCCUPANT LOAD USED TO DETERMINE
EXITING WIDTH
CUMULATIVE OCCUPANT LOAD OF ROOM
OR AREA
NEW UNRATED PARTITION
EXISTING PARTITION
170
0.2"
DOOR
34"
EGRESS COMPONENT
CLEAR WIDTH OF EGRESS COMPONENT
EGRESS CAPACITY FACTOR
EGRESS CAPACITY
50
1200
GENERAL NOTES
1.
INSULATION & INSULATION ASSEMBLIES SHALL MEET THE
FOLLOWING REQ'S.
A.
CONCEALED INSULATION SHALL HAVE A FLAME
SPREAD OF 0-25 AND SMOKE DEVELOPED OF 0-450
FACING MAY COMPLY WITH APPLICABLE SBC
CODES.
B.
EXPOSED INSULATION SHALL HAVE A FLAME
SPREAD OF 0-25 AND A SMOKE DEVELOPED OF
0-450.
2.
INTERIOR WALLS AND CEILINGS SHALL HAVE A FLAME
SPREAD OF 0-25 AND A SMOKE DEVELOPMENT RATING OF
0-450.
3.
PENETRATIONS THROUGH RATED CONSTRUCTION SHALL
BE SEALED W/ A MATERIAL CAPABLE OF PREVENTING THE
PASSAGE OF FLAMES & HOT GASSES WHEN TESTED IN
ACCORDANCE W/ ASTM-E814. PROVIDE ASSEMBLY DOCS.
TO THE INSPECTOR.
9.30.2025
d
e
n
g
i
S
e
t
a
D
A
.
S
.
U
.
A
N
O
Z
I
R
A
.
.
.
.
.
.
.
.
.
.
.
.
.
O
N
E
T
A
C
I
F
I
T
R
E
C
H
C
R
A
D
E
R
E
T
S
I
G
E
R
JACOBS
MICHAEL E
32961
expiration:
© 2021 Holly Street Studio, LLC
sheet number
project no.
date
phase
title
1319 E VanBuren St.
Phoenix, AZ 85006
o: 602.258.8555
hollystreetstudio.com
revisions
CITY OF GLENDALE
ENGINEERING DEPT.
5850 W. Glendale ave.
Glendale, AZ 85301
(623) 930 3630
12/8/2022 5:55:16 PM
A0.2
CODE PLANS
CONSTRUCTION
DOCUMENTS
4 NOVEMBER 2022
GLENDALE DCRP BEAD
MUSEUM RENOVATION
5750 W Glenn Drive
Glendale, AZ 85301
202169.4
11/04/22
B
ACTUAL
ALLOWABLE
Stories
1
< 3 Story (Table 504.4)
Height
20'-0"
< 60' (Talbe 504.3)
Area
6,802 sf
< 36,000 sf (Table 506.2)
Gross Area
xxx sf
OCCUPANT LOAD - IBC 2018 TABLE 1004.5
NAME
AREA
IBC OCC
TYPE
FUNCTION OF SPACE
LOAD
FACTOR
SF TYPE
OCC. #
0.15"
EGRESS
WIDTH
CONF - LG
339 SF
B BUSINESS
ASSEMBLY - UNCONCENTRATED (TABLES + CHAIRS)
15 SF
NET
23
3.45"
CONF - MD
314 SF
B BUSINESS
ASSEMBLY - UNCONCENTRATED (TABLES + CHAIRS)
15 SF
NET
21
3.15"
CONF - SM
178 SF
B BUSINESS
ASSEMBLY - UNCONCENTRATED (TABLES + CHAIRS)
15 SF
NET
12
1.8"
OPEN OFFICE 1
510 SF
B BUSINESS
BUSINESS AREAS
150 SF
GROSS
4
0.6"
OPEN OFFICE 2
1985 SF
B BUSINESS
BUSINESS AREAS
150 SF
GROSS
14
2.1"
OPEN OFFICE 3
1902 SF
B BUSINESS
BUSINESS AREAS
150 SF
GROSS
13
1.95"
RECEPTION
971 SF
B BUSINESS
BUSINESS AREAS
150 SF
GROSS
7
1.05"
RR - UNISEX 1
84 SF
B BUSINESS
BUSINESS AREAS
150 SF
GROSS
1
0.15"
RR - UNISEX 2
89 SF
B BUSINESS
BUSINESS AREAS
150 SF
GROSS
1
0.15"
STORAGE
254 SF
S-2 STORAGE
ACCESSORY STORAGE AREA
300 SF
GROSS
1
0.15"
UTILITY
177 SF
S-2 STORAGE
ACCESSORY STORAGE AREA
300 SF
GROSS
1
0.15"
first floor: 11
6802 SF
98
14.7"
1/8" = 1'-0"
code plan - first floor - Bead
1
OWNER/TENANT
owner
City of Glendale
Representative: Eddie Garcia
2850 W. Glendale Ave
Glendale, AZ 85301
O: 623-930-3652
EGarcia3@glendaleaz.com
PROJECT DESCRIPTION
The project is a tenant improvement of an existing XXXX SF freestanding
single-story building to accomodate new Offices and Conferencing spaces with
supporting program. Interior architecture, exterior alterations, electrical,
plumbing, and mechanical improvements are defined in the documents.
ZONING + USE
C-2 - General Commencial; APN: 147-26-088B
BUILDING CODE
2018 International Building Code (IBC) - with link to amendments
effective April 26, 2019
2018 International Mechanical Code (IMC)
2018 International Plumbing Code (IPC)
2018 International Energy Conservation Code (IECC)
2018 International Fuel Gas Code (IFGC)
2018 International Fire Code (IFC)
2017 National Electrical Code (NEC)
2018 ADA Standards for Accessible Design
Arizonans with Disabilities Act
2018 International Existing Building Code (IEBC)
2018 International Property Maintenance Code (IPMC)
City of Glendale Revised Sound Attenuation Standards
CODE SUMMARY
Bulding Construction Type:
V-B
Automatic Fire Sprinkler System:
Yes
Building Maximum Height:
20 ft
Stories:
1 story
Area:
6,802 sf
CH.3: USE + OCCUPANCY
Occupancy:
B [Business]
S-2 [Storage]
CH.6: TYPES OF CONSTRUCTION
GROUP
FIRE RESISTANCE RATING REQUIREMENTS
V-B
Bearing Walls
Per Table 602
Exterior
0 HR
Interior
0 HR
Non-Bearing Walls
Exterior
0 HR
Interior
0 HR
Floor Construction
0 HR
Roof Construction
0 HR
Corridors (1018.1)
0 HR
Stairs
0 HR
CH.8: INTERIOR FINISHES
Interior wall and ceiling finishes shall be Class B or C rated per Table 803.13
CH.9: FIRE PROTECTION
Fully Sprinkled per NFPA 13
CH.11: ACCESSIBILITY
100% Entrances are accessible > 60% minimum required by Sec. 1105.1
CH.29: PLUMBING SYSTEMS
OCCUPANT LOADS:
B (Business):
96
Occupants
S-2 (Storage)
2
Occupants
FIXTURE COUNTS:
B
WC-M [48]
WC-W [48]
LAV-M [48]
LAV-W [48]
96
1/25 = 1.92
1/25 = 1.92
1/40 = 1.20
1/40 = 1.20
S-2
WC-M [1]
WC-W [1]
LAV-M [1]
LAV-W [1]
2
1/100 = .01
1/100 = .01
1/1000 = .001 1/1000 = .001
COMPLIANCE:
REQUIRED
PROVIDED
M - WC
2
2
W - WC
2
2
M - LAV
2
2
W - LAV
2
2
Drinking Fountains
1
2
Service Sinks
1
1
CH.10: MEANS OF EGRESS
See Occupant Load Schedule.
1005.3.2.1
Egress Sizing (Sprinklered): 98 x .15 = 14.70" min.
Provided: 72" (door 1) + 48" (door 2) = 120"
1006.2.1
Common Path of Egress Travel (Sec. 1006.2.1): 100' (B)
1017.2
Exit Access Travel Distance (Table 1017.2): 300' (B, Sprinkled)
CH.5: HEIGHT + AREA
EGRESS TRAVEL DISTANCES
PATH NAME
DISTANCE
TRAVEL PATH: A
67'-11"
TRAVEL PATH: B
108'-0"
No.
Description
Date
1
PERMIT COMMENTS
09 DIC 2022
1
specifications
SECTION 01 40 00 - QUALITY REQUIREMENTS
1.1 SUMMARY
Procedural requirements for quality control and quality assurance.
1.2 QUALITY ASSURANCE
Installers shall have experience with materials and designs similar to those specified in this Project and shall possess a record of
work that has resulted in construction with successful in-service performance.
Mock-ups: When required, provide mock-ups in locations demonstrative of the final location and allow time for the architect and
owner to assess the acceptability of the work performed prior to final installation.
1.3 QUALITY CONTROL
Contractor shall engage the services of a qualified testing agency when necessary to fulfill the obligations of this contract.
SECTION 02 41 19 - SELECTIVE DEMOLITION
1.1 SUMMARY
Removal of selected non-structural portions of the building.
Temporary and permanent decommissioning and removal of service appurtenances.
1.2 FIELD CONDITIONS
Notify the Architect of discrepancies between existing conditions and Drawings prior to proceeding with selective demolition.
1.3 PERFORMANCE REQUIREMENTS
Conform to regulatory requirements of governing EPA notifications prior to performing selective demolition.
Use caution when Work areas adjoin or intersect elements with historic value.
Comply with hauling and disposal regulations of authorities having jurisdiction.
1.4 SELECTIVE DEMOLITION
Thoroughly examine the Work areas and perform necessary engineered surveys to ensure safety to structures that remain.
Erect temporary facilities to provide barricades and protection from injury to people and damage to structures that remain.
Erect and maintain temporary shoring or bracing to preserve stability and prevent movement, settlement, or collapse in finishes or
structures that remain.
Demolish and remove existing construction only to the extent required by new construction and as indicated.
Neatly cut openings or holes plumb, level, and true to dimensions indicated.
Drill or cut holes from the finished side into unfinished or concealed spaces to avoid damage to existing finish surfaces.
SECTION 06 06 20 PLASTIC LAMINATE
1.1 SUMMARY
Plastic Laminate - vertical and horizontal surfaces
1.2 SUBMITTALS
Manufacturers product data and warranty
Samples of plastic laminate: Panolam Surface Systems - Nevamar - Standard HPL, Studio Gray, Super-Matter
1.3 PRODUCTS
PLAM1 - Nevamar - Standard HPL, Studio Gray, Super-Matter
SECTION 06 41 13 - WOOD-VENEER CARPENTRY
1.1 SUMMARY
Wood-Veneer-Faced architectural cabinets
1.2 SUBMITTALS
Manufacturers product data and warranty.
1.3 PRODUCTS
Apple ply or sim, Birch outer veneer, clear satin finish
SECTION 07 21 00 - THERMAL INSULATION
1.1 SUMMARY
Acoustical glass-fiber blankets: ASTM C 665 Type I, unfaced.
1.2 INSTALLATION
Install in cavities formed by framing members to fill to full depth and width of cavity.
Maintain clearances around equipment and devices as specified by device manufacturer.
Friction-fit blankets into cavities and protect from damage by weather, physical abuse, or other causes.
SECTION 07 94 00 - JOINT SEALANTS
1.1 SUMMARY
Non-staining silicone sealants for interior and exterior perimeter joints around windows, doors, and louvers.
Urethane sealants for interior perimeter joints in structural walls and slabs.
Latex sealants for interior perimeter joints in walls, ceilings, and trims.
Acoustical sealants for interior acoustical joints.
1.2 PRODUCTS
General: VOC content shall be less than 250g/L.
Silicone sealants: Non-staining, Type S, Grade NS, Class 50, Use NT - ASTM C 1248.
Urethane sealants: Type S, Grade NS, Class 25, Use NT - ASTM C 920.
Latex Sealants: Acrylic latex, Type OP, Grade NF - ASTM C 834.
Acoustical sealants: Non-Sag, paintable, non-staining latex - ASTM C 834.
Accessories
Primer: Material recommended by joint-sealant manufacturer where required for adhesion to particular substrate.
Backing: Cylindrical closed-cell, sized appropriately for opening - ASTM C 1330 Type C.
SECTION 08 42 13 - ALUMINUM FRAMED ENTRANCES
1.1 SUMMARY
Aluminum framed entry doors.
Aluminum framed door hardware.
1.2 RELATED SECTIONS
Door Hardware.
Glazing.
1.3 SUBMITTALS
Manufacturer’s product data, test results, and maintenance recommendations.
Shop drawings: ¼” scale elevations, layout and installation details, hardware mounting heights, detail sections for fittings and
anchorage, and reinforcing details.
Samples of metal finishes.
1.4 PRODUCTS
Obtain all glass entrance systems from a single-source to ensure full compatibility and warranty of parts.
Provide all glass entrance door with top and bottom patch fittings with ⅜” thick fully tempered glazing, recessed floor mounted
double-acting closer with hold-open and dead stop.
Hardware: Refer to Drawings.
Threshold shall be 5” x 36” Panic Threshold by C.R. Laurence (CRL), 800-421-6144, www.crlaurence.com
SECTION 08 71 00 - DOOR HARDWARE
1.1 SUMMARY
Closers, Stops, Cylinders, and Cores for swinging doors.
1.2 SUBMITTALS
Product Data and Schedule of components for each opening specified.
1.3 PRODUCTS
Refer to Door Hardware Schedule.
SECTION 08 80 00 - GLAZING
1.1 SUMMARY
Glazing for storefront systems.
1.2 SUBMITTALS
Manufacturer’s product data for each type of glazing scheduled, including test data, certifications and warranties.
Samples, minimum 6” square for each type of glazing scheduled.
1.3 QUALITY ASSURANCE
Obtain float glass and accessories from a single source manufacturer.
Safety glazing labelling shall be permanently marked indicating manufacturer name, type of glass, thickness, and safety glazing
standard of compliance.
1.4 PRODUCTS
Heat-treated Float Glass conforming to ASTM C 1048 TYpe I Quality Q3 CLass I [clear]
Accessories:
Neutral-curing silicone sealant, closed-cell PVC tape.
Aluminum rails and channels.
FIlms for obscuring vision, 3M FasaraSH2CHML, Cross Hairline Milky, or similar.
Glazing Schedule:
GLZ1 - Clear tempered to match existing glass, clear film applied as indicated on drawings.
SECTION 09 22 16 - NON-STRUCTURAL METAL FRAMING
1.1 SUMMARY
Non-load-bearing metal framing for interior gypsum board partitions and furring assemblies.
Suspension systems for gypsum board soffits and bulkheads.
1.2 PRODUCTS
Framing members, studs, and runners: ASTM C645, minimum 0.018-inch thick x depth indicated on drawings.
Slip-type head channels: ASTM C645
Provide bridging, bracing, and lateral reinforcing to minimize deflection.
Install to Standards of ASTM C754.
SECTION 09 29 00 - GYPSUM BOARD
1.1 SUMMARY
Interior gypsum board.
1.2 PRODUCTS
GYpsum board, Type X, ASTM C1396M, ⅝” thick.
Trim: Corner bead, L-shaped bead and J-shaped bead.
Sound attenuation blankets: Refer to 07 21 00.
1.3 PRODUCTS
Level 5 in all locations.
SECTION 09 30 13 - CERAMIC TILING
1.1 SUMMARY
Porcelain tile, walls and floors - complies with ANSI A137.1
1.2 SUBMITTALS
Manufacturers product data and warranty
Samples of tile and pattern
1.3 PRODUCTS
TILE1: 12"x24", Daltile Electric Moss Rectangle, VL79 V2: Medium, Matte
TILE2: 3"x6" Daltile Rittenhouse Square - Arctic White 0190, Semi-Gloss
1.4 INSTALLATION
Install to manufacturer's standards.
Setting materials comply with ANSI A118.4
Grout Materials comply with ANSI A118.7
SECTION 09 51 13 - ACOUSTICAL PANEL CEILINGS
1.1 SUMMARY
Suspended ceiling panels and exposed suspension system.
1.2 SUBMITTALS
Manufacturers product data and warranty.
Samples of tile and suspension grid.
1.3 PRODUCTS
Refer to Drawings.
SECTION 09 65 13 - RESILIENT BASE AND ACCESSORIES
1.1 SUMMARY
Straight rubber base 4" height
1.2 PRODUCTS
Use Johnsonite rubber base, 'Ironstone' color or sim
SECTION 09 68 13 - TILE CARPETING
1.1 SUMMARY
24” x 24” modular carpet tiles.
1.2 SUBMITTALS
Manufacturer’s product data and warranty.
Samples of each type.
Mock up tiles in selected pattern for acceptance by Owner in 1-square yard area prior to full installation.
Extra materials for Owner maintenance - 5-square yards full-sized pieces.
1.3 PRODUCTS
Refer to Drawings.
1.4 INSTALLATION
Install tile in monolithic or quarter-turned pattern, determined in field based on mock-up.
Prepare and level subfloor as recommended by manufacturer.
Adhere tiles to subfloor as recommended by manufacturer using low-VOC mastic.
SECTION 09 91 23 - INTERIOR PAINTING
1.1 SUMMARY
Surface preparation and application of paint on interior surfaces.
1.2 SUBMITTALS
Manufacturer’s product data.
Color draw-downs for each type specified.
Mock-up each color type on the actual surface for final approval prior to completion of painting.
1.3 PRODUCTS
Provide paint products, primers, and sealers that conform to MPI standards.
Paints shall have VOC content less than 10g/L.
Primers and sealers shall have VOC content less than 200g/L.
1.4 APPLICATION
Prepare surfaces as recommended by manufacturer.
Cover or protect trims, devices, equipment, and adjacent finished surfaces from being affected by application of paint.
Clean or restore damaged surfaces or areas affected by application of paint during construction.
1.5 PAINT SCHEDULE
Refer to drawings.
SECTION 09 96 00 - HIGH PERFORMANCE COATING
1.1 SUMMARY
High Performance Coating - exterior steel
1.2 SUBMITTALS
Manufacturer's product data and warranty
Samples of high performance coating
1.3 PRODUCTS
Tnemec - Hi-Build Tnemec-Gloss Series 2H - color TBD in field
SECTION 12 36 61 SOLID SURFACES
1.1 SUMMARY
Solid surface countertop
1.2 SUBMITTALS
Manufacturers product data and warranty.
1.3 PRODUCTS
Corian, pearl gray
1.
ALL INTERIOR FINISHES SHALL COMPLY WITH REQUIREMENTS DEFINED IN 2018 IBC, CHAPTER 8.
2.
2018 IBC 2018 803.13. INTERIOR WALL AND CEILING FINISH SHALL HAVE A FLAME SPREAD INDEX NOT GREATER
THAN THAT SPECIFIED IN TABLE 803.13 FOR THE GROUP AND LOCATION DESIGNATED.
3.
SEE FLOOR PLANS, RCP'S, ELEVATIONS FOR REFERENCE TO THESE FINISHES.
finish legend
wood-veneer carpentry
06 41 13
WOOD-VENEEER-FACED ARCHITECTURAL CABINETS
(APPLE PLY OR SIM)
FINISH: BIRCH OUTER VENEER, CLEAR SATIN FINISH
THICKNESS: VARIES. SEE DETAILS
WD1
PLASTIC LAMINATE VENEER
(PANOLAM SURFACE SYSTEMS)
PRODUCT: NEVAMAR - STANDARD HPL
COLOR: STUDIO GRAY
TEXTURE: SUPER-MATTE
PLAM1
plastic laminate
06 06 20
BIO-BASED MATERIAL
tile carpeting
09 68 13
CARPET TILE
PRODUCT: 24"x24" MOHAWK DATUM, SHALE, BT284
LOCATION: SEE ROOM FINISH SCHEDULE
CPT1
ceramic tiling
09 30 13
TILE1
CERAMIC WALL TILE (STACK BOND)
PRODUCT: DALTILE, 3"x6", RITTENHOUSE SQUARE
FINISH: SEMI-GLOSS
COLOR: ARCTIC WHITE 0190
TILE2
CERAMIC FLOOR TILE
PRODUCT: DALTILE, 12"x24", ELECTRIC MOSS RECTANGLE
FINISH: MATTE
COLOR: VL79, V2:MEDIUM
glazing
08 80 00
GLZ1
STOREFRONT GLAZING
COLOR: CLEAR
LOCATION: NORTH EXTERIOR WALL. SEE NORTH BUILDING ELEVATION
resilient wall base
09 65 13
RB1
RUBBER WALL BASE
PRODUCT: JOHNSONITE IRONSTONE, 4" HIGH
LOCATION: SEE ROOM FINISH SCHEDULE
high performance coating
09 96 00
EXTERIOR STEEL PAINTING
PRODUCT: TNEMEC HI-BUILD TNEME-GLOSS SERIES 2H
COLOR: MATCH EXISTING EXTERIOR
PNT(E)
acoustical panel ceilings
09 51 13
ACOUSTICAL CEILING TILE
PRODUCT: 2'x6' ARMSTRONG BEVELED TEGULAR 9/16, ULTIMA
LOCATION: SEE ROOM FINISH SCHEDULE
ACT1
ACOUSTICAL CEILING TILE
PRODUCT: 2'x4' ARMSTRONG BEVELED TEGULAR 9/16, ULTIMA
LOCATION: SEE ROOM FINISH SCHEDULE
ACT2
interior painting
09 91 23
WALL / CEILING PAINTING
PRODUCT: BENJAMIN MOORE DECORATORS - WHITE, OC.149
FINISH: EGGSHELL
LOCATION: ALL EXPOSED DRYWALL LOCATIONS
PNT1
SOLID SURFACE COUNTERTOP
(CORIAN)
COLOR: PEARL GRAY
LOCATION: CLASSROOMS TYP
SS1
solid surfaces
12 36 61
9.30.2025
d
e
n
g
i
S
e
t
a
D
A
.
S
.
U
.
A
N
O
Z
I
R
A
.
.
.
.
.
.
.
.
.
.
.
.
.
O
N
E
T
A
C
I
F
I
T
R
E
C
H
C
R
A
D
E
R
E
T
S
I
G
E
R
JACOBS
MICHAEL E
32961
expiration:
© 2021 Holly Street Studio, LLC
sheet number
project no.
date
phase
title
1319 E VanBuren St.
Phoenix, AZ 85006
o: 602.258.8555
hollystreetstudio.com
revisions
CITY OF GLENDALE
ENGINEERING DEPT.
5850 W. Glendale ave.
Glendale, AZ 85301
(623) 930 3630
12/8/2022 5:55:17 PM
A0.3
SPECIFICATIONS
CONSTRUCTION
DOCUMENTS
4 NOVEMBER 2022
GLENDALE DCRP BEAD
MUSEUM RENOVATION
5750 W Glenn Drive
Glendale, AZ 85301
202169.4
11/04/22
No.
Description
Date
02
AA
01
03
04
05
BB
CC
DD
EE
FF
A3.1
7
A3.2
1
A3.1
1
A3.1
5
conf - md
114
6'-9"
8'-11"
3'-9"
9'-0"
4'-0"
8'-0"
4'-0"
24'-8"
6'-4"
8'-0"
12'-4"
5'-4"
6'-8"
3'-4"
14'-4"
24'-4"
25'-4"
56'-4"
8'-0"
33'-4"
46'-8"
7'-4"
8'-0"
18'-0"
4'-0"
9'-4"
001
002
003
3
4
5
6
8
7
2
3
9
10
11
12
13
2
1
14
LC
1'-0"
B
A
1'-9"
5'-2"
6'-0 1/4"
1'-1"2'-0"
B
4'-0"
9'-6"
9'-5 1/4"
4 1/2"
4'-0"
6'-0"
6'-0"
11'-4"
6'-0"
6'-0"
4'-0"
6'-0"
6'-0"
4'-8"
6'-0"
6'-0"
4'-8"
6'-0"
15
10'-8"
2'-0"
19'-0"
align
3
11
2a
3
A3.1
6
electrical
113
fire riser
112
i.t.
111
stg (e)
110
office 2 (e)
109
office 1 (e)
108
rr - uni (e)
107
rr - uni (e)
106
open office 2
102
office 4
105
office 3
104
lobby / recep
101
conf - sm
118
open office 1
100
ada rr - uni
116
ada rr - uni
117
conf - lg
119
open office 3
103
6'-8"
1'-4"
jan
115
B
4 1/2"
4 1/2"
4 1/2"
4 1/2"
4 1/2"
6'-0"
6'-0"
3 1/2"
6'-0"
5'-4"
4 1/2"
7'-6"
6'-0"
5'-0"
16
17
18
18
18
18
19
20
8'-5"
5'-1 1/2"
15'-1 1/2"
100
119
118
102
105
104
6
A
A
A
A
A
B
B
B
A
B
B
A
A
B
B
B
B
A
B
15'-2"
1'-0"
5'-0"
3'-0"
4'-0"
10'-7"
10'-11"
1'-8"
4'-6"
1'-0"
11'-10"
3'-1"
10'-0"
15'-0"
8'-0"
16'-0"
8'-0"
9'-4"
A
EQ
EQ
align
21
120
A
14
9'-4"
8'-0"
7'-0"
A3.1
4
EQ
EQ
1.
DIMENSIONS ARE FROM FACE OF PARTITION FINISH OR
STRUCTURAL GRIDLINE UNLESS OTHERWISE NOTED
2.
CONTINUE GYPSUM BOARD AT ALL WALLS TO BOTTOM OF
DECK. COVER ALL EXPOSED INSULATION.
3.
PARTITIONS ILLUSTRATED ON COLUMN CENTERLINES ARE
CENTERED ON CENTERLINE.
4.
PROVIDE BLOCKING IN WALLS FOR ALL WALL MOUNTED
EQUIPMENT/DEVICES.
5.
REFERENCE A0.1 FOR ACCESSIBILITY REQUIREMENTS AND
TYPICAL MOUNTING HEIGHTS.
6.
REFERENCE A0.03 FOR DOOR & PARTITION SCHEDULES.
7.
REFER TO ROOM FINISH SCHEDULE FOR INFORMATION ON
FLOOR, WALL, AND CEILING FINISHES.
8.
REFERENCE INTERIOR AND EXTERIOR ELEVATIONS FOR
ADDITIONAL FINISH INFORMATION
9.
REFER TO INTERIOR ELEVATIONS FOR MILLWORK
CONFIGURATIONS.
10. MEP EQUIPMENT SHOWN FOR REFERENCE ONLY. SEE MEP
DRAWINGS FOR FURTHER INFORMATION.
11. LIGHT FIXTURES, ELECTRICAL FIXTURES, BOXES, ETC.,
LOCATED IN RATED ASSEMBLIES SHALL BE INSTALLED WITH
RATED HOUSING -OR- BE INSTALLED WITH A FIVE SIDED
ENCLOSURE AS REQUIRED TO RETAIN RATING OF ASSEMBLY.
12. KITCHEN APPLIANCES AND EQUIPMENT SHOWN FOR
REFERENCE ONLY.
13. ELECTRICAL EQUIPMENT AND DEVICES SHOWN FOR
REFERENCE AND ARCHITECTURAL PLACEMENT. SEE
ELEVATIONS FOR DIMENSIONS. SEE ELECTRICAL DRAWINGS
FOR FURTHER INFORMATION.
14. VERIFY ALL EXTERIOR LIGHT FIXTURES WORK PROPERLY AND
REPLACE LIGHT BULBS.
ALL GLAZING TO BE TEMPERED.
general notes - floor plan
demolition legend
EXISTING TO REMAIN
NEW CONSTRUCTION
NOT IN SCOPE
EXISTING TO BE DEMOLISHED
FLOOR MOUNTED DUPLEX
RECEPTACLE (LEAVE IN PLACE)
descriptive notes - floor plan
8
02
AA
01
03
04
05
BB
CC
DD
EE
FF
11
5
7
4'-5"
2'-2"
7'-10"
10
1
3
5
5
5
6
6
6
6
6
6
6
1
1
1
1
1
1
1
1
1
1
1
7
7
7
7
7
7
7
7
7
7
8
8
8
8
7
8
7
9
10
1
1
2
2
7
9
6
12
13
9
4
4
4
4
4
4
4
4
4
4
17'-2 1/2"
4'-1 1/2"
4'-0"
10'-7"
4'-0"
1
14
5
15
16
7
1.
FIELD CONDITIONS SHOULD BE VERIFIED AT ALL LOCATIONS
NOTED TO BE DEMOLISHED. DISCREPANCIES SHALL BE
BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO
COMMENCING.
2.
MECHANICAL, STRUCTURAL, PLUMBING, AND ELECTRICAL
APPURTENANCES SHALL BE VERIFIED, TAKEN OUT OF SERVICE
OR MADE SAFE PRIOR TO REMOVAL
3.
CONTRACTOR SHALL VERIFY ALL DIMENSIONS WITH EXISTING
CONDITIONS FOR SIZES, QUANTITIES, AND LOCATIONS.
4.
ITEMS NOTED AS SALVAGED SHALL BE PROTECTED AND STORED
IN A LOCATION DETERMINED BY THE ARCHITECT AND/OR OWNER
5.
ALL EXISTING ITEMS TO REMAIN SHALL BE PROTECTED DURING
DEMOLITION AND NEW CONSTRUCTION.
6.
IN AREAS OF WORK, AT EXISTING WALLS TO REMAIN WHERE
OUTLETS, ETC. ARE REMOVED, PATCH AND REPAIR WALL TO
MATCH EXISTING WALL TEXTURE. PREPARE WALL TO RECEIVE
NEW FINISHES.
7.
ALL EXISTING WALLS SHALL BE REPAINTED AS SCHEDULED.
CONTRACTOR RESPONSIBLE FOR PREPARING WALLS AND MINOR
PATCHING (IN ADDITION TO SPECIFIC PATCHING AS NOTED). ALL
EXISTING DOOR FRAMES SHALL BE REPAINTED. PREPARE
EXISTING FRAMES PRIOR TO PAINTING.
8.
REMOVE ALL INTERIOR BLINDS.
9.
REMOVE ALL UNUSED UTILITIES IN EXPOSED CEILING IN
PREPARATION FOR SCRIM.
general notes - floor plan
descriptive notes - floor plan demo
graphic legend
WALL MOUNTED DUPLEX RECEPTACLE. SEE ELECTRICAL DWGS.
FLOOR MOUNTED QUADPLEX RECEPTACLE. SEE ELECTRICAL
DWGS.
9.30.2025
d
e
n
g
i
S
e
t
a
D
A
.
S
.
U
.
A
N
O
Z
I
R
A
.
.
.
.
.
.
.
.
.
.
.
.
.
O
N
E
T
A
C
I
F
I
T
R
E
C
H
C
R
A
D
E
R
E
T
S
I
G
E
R
JACOBS
MICHAEL E
32961
expiration:
© 2021 Holly Street Studio, LLC
sheet number
project no.
date
phase
title
1319 E VanBuren St.
Phoenix, AZ 85006
o: 602.258.8555
hollystreetstudio.com
revisions
CITY OF GLENDALE
ENGINEERING DEPT.
5850 W. Glendale ave.
Glendale, AZ 85301
(623) 930 3630
12/8/2022 5:55:23 PM
A1.0
DEMO + FLOOR
PLAN
CONSTRUCTION
DOCUMENTS
4 NOVEMBER 2022
GLENDALE DCRP BEAD
MUSEUM RENOVATION
5750 W Glenn Drive
Glendale, AZ 85301
202169.4
11/04/22
1/8" = 1'-0"
Bead - floor plan
01
1/8" = 1'-0"
Bead - floor plan - demo
02
1
REMOVE WALL(S) AS SHOWN (INCLUDE DOORS IF SHOWN);
REPAIR SLAB AND PREPARE FOR NEW CONSTRUCTION.
2
REMOVE ALL WALL FINISHES DOWN TO EXISTING STUDS.
3
REMOVE PORTION OF EXTERIOR WALL. COORDINATE EXTENT
WITH NEW WORK.
4
EXISTING STOREFRONT GLAZING TO REMAIN.
5
REMOVE FRAME AND DOOR; STORE FOR REUSE, TYP.
6
EXISTING FRAME AND DOOR TO REMAIN; PROTECT IN-PLACE
DURING DEMO.
7
REMOVE ALL CEILING AND FLOORING FINISHES; PREPARE FOR
NEW CONSTRUCTION.
8
EXISTING FLOORING TO REMAIN; PROTECT IN-PLACE DURING
DEMO.
9
REMOVE ALL TOILET ACCESSORIES AND EXISTING PLUMBING
FIXTURES. CAP PLUMBING LINES AS REQUIRED; REPAIR SLAB
AND PREPARE FOR CONSTRUCTION.
10
EXISTING TOILET ACCESSORIES AND EXISTING PLUMBING TO
REMAIN; PROTECT IN-PLACE DURING DEMO.
11
REMOVE MILLWORK AND COUNTER SURFACE.
12
DRINKING FOUNTAIN TO REMAIN.
13
MOP SINK TO REMAIN.
14
EXISTING CONCRETE FLOOR BUMP. GRIND AND REPAIR AS
NEEDED TO PROVIDE SMOOTH CONCRETE SURFACE. FIELD
VERIFY LOCATION.
15
REMOVE CONCRETE AS REQUIRED. FINAL ROUTING TO BE
DETERMINED IN FIELD.COORDINATE LOCATION WITH ADA
BOLLARD SHOWN IN ARCH FLOOR PLAN.
16
REMOVE CONCRETE AS REQUIRED. FINAL ROUTING TO BE
DETERMINED IN FIELD.COORDINATE LOCATION WITH ADA
BOLLARD SHOWN IN ARCH FLOOR PLAN.
1
NEW STOREFRONT, SEE EXTERIOR ELEVATIONS
2
REUSE SALVAGED DOOR
3
LINE OF SOFFIT ABOVE.
4
KNOX BOX LOCATION, CONFIRM MOUNTING HEIGHT W/ AHJ
PRIOR TO INSTALL
5
FIRE CONNECTION, SEE PLUMBING DWGS.
6
CASEWORK
7
DRINKING FOUNTAIN, SEE PLUMBING DWGS
8
DRINKING FOUNTAIN (E).
9
SINK, SEE PLUMBING DWGS.
10
MOP SINK (E).
11
ELECTRICAL EQUIPMENT, SEE ELECTRICAL DWGS
12
ELECTRICAL PANELS, SEE ELECTRICAL DWGS
13
ADULT CHANGING STATION
14
SEMI-RECESSED FIRE EXTINGUISER CABINET.
15
EXISTING MASONRY CONTROL JOINT, MAINTAIN REQUIRED
CLEARANCE PER STRUCTURAL DWGS. FIELD VERIFY
LOCATION.
16
EMERGENCY DEFIBRILLATOR
17
PEDESTAL WITH ADA PUSH BUTTON FOR DOOR OPERATOR
AND KEY CARD ACCESS
18
EXTERIOR EGRESS PATH TO MEET ADA REQUIREMENTS.
GRIND AREAS THAT ARE RAISED TO MEET CODE
REQUIREMENTS.
19
FIRE ALARM ANNUNCIATOR PANEL
20
FIRE ALARM CONTROL PANEL
21
MODIFY DOOR TO RECEIVE ADA ACTUATOR AND ASSOCIATED
HARDWARE FOR LOCKING AND OPERATION.
No.
Description
Date
1
PERMIT COMMENTS
09 DIC 2022
1
1
1
1
CC
CC
CC
CC
02
AA
01
03
04
05
BB
CC
DD
EE
FF
ACT(e)
8'-6"
ACT(e)
8'-6"
GWB(e)
8'-0"
GWB(e)
8'-0"
conf - md
114
L02
L02
L02
L01
L01
L01
L01
L01
L01
L05
L05
open office 2
102
L06
L01
L05
L05
L06
L06
L06
L06
L06
L05
L06
L06
L06
L06
L06
L06
L06
L06
L06
L06
L06
L06
L04
L04
ACT1
9'-0"
TYPICAL AT
OPEN OFFICE
LOCATIONS
GWB(e)
9'-0"
TYPICAL AT
OPEN OFFICE
LOCATIONS
TYPICAL AT
OPEN OFFICE
LOCATIONS
GWB1
9'-0"
GWB1
8'-0"
ACT1
9'-0"
L01
3
3
3
1
3
TYP
5
5
5
4
4
4
4
4
4
ACT1
9'-0"
L06
L06
L06
L06
L06
L05
L05
L05
L05
L03
L03
L03
L03
GWB1
9'-0"
L06
L06
L06
L06
L06
L06
LC
LC
LC
LC
7'-0"
7'-0"
7'-0"
L06
LC
LC
LC
LC
LC
LC
6'-10"
6'-10"
6'-10"
6'-10"
6'-10"
L06
L05
L05
ACT1
9'-0"
3'-6"
2'-0" 3'-1"
24'-0"
3'-1"
3'-8"
2'-4"
L01
4
EQ
EQ
LC
LC
LC
LC
6'-10"
8'-0"
8'-0"
8'-0"
15'-0"
8'-0"
16'-0"
8'-0"
9'-4"
24'-4"
25'-4"
56'-4"
8'-0"
33'-4"
LC
EQ
EQ
LC
LC
EQ
EQ
EQ
LC
LC
4'-0"
8'-0"
4'-0"
TYP
1'-0"
TYP
1'-0"
6'-0" TYP
4'-0"
5'-4"
5'-6"
8'-0"
8'-0"
8'-0"
ACT1
9'-0"
LC
TYP
1'-0"
TYP
1'-0"
6'-0" TYP
4
TYP
1
TYP
1'-2"
8"
14'-0"
4"
4'-5"
24'-11"
1'-2"
4'-0"
6'-0"
4'-0"
EQ
EQ
1'-6"
1'-6" 2'-0"
1'-3" 3'-9"
1'-6"
TYP.
EQ
TYP
EQ
5
GWB1
9'-0"
5
5
1
3
TYP
ACT2
9'-0"
2'-0"
2'-0"
ACT1
9'-0"
GWB1
9'-0"
LC2'-0"
4'-5"
2'-3"
26'-0"
1'-9 1/2"
1'-4 1/2"
1'-2" 3'-5"
6'-0"
2'-5"
4'-4"
7'-0"
ACT1
9'-0"
LC
1'-0"
LC
1'-0"
EQ
EQ
EQ
EQ
2'-3"
20'-0"
2'-8"
electrical
113
fire riser
112
i.t.
111
stg (e)
110
office 2 (e)
109
office 1 (e)
108
rr - uni (e)
107
rr - uni (e)
106
office 4
105
office 3
104
lobby / recep
101
conf - sm
118
open office 1
100
ada rr - uni
116
ada rr - uni
117
conf - lg
119
open office 3
103
jan
115
X02
B01
B01
X02
X02
X02
X02
X02
B01
B01
3'-0"
3'-0"
L04
L04
2'-0"
8'-0"
8'-0"
8'-0"
4'-0"
EQ
EQ
EQ
EQ
X03
X03
EQ
EQ
6'-0"
L06
GWB1
9'-0"
X01
X01
X01
X01
X04
X04
GWB1
9'-0"
ACT2
9'-0"
6
6
6
6
6
7
7
7
8
A3.2
2
EQ
EQ
3'-4"
6'-0"
3'-4"
EQ
EQ
1'-10"
2
2
1
02
AA
01
03
04
05
BB
CC
DD
EE
FF
3
4
3
4
5
5
5
3
2
general notes
1.
DIMENSIONS ARE TO FACE OF FINISH OR TO CENTERLINE OR
EDGE OF FIXTURE.
2.
ALL CEILING HEIGHT DIMENSIONS ARE TO BOTTOM OF
SUSPENSION GRID OR FACE OF GYPSUM BOARD, UNLESS
NOTED OTHERWISE.
3.
METAL SUSPENSION SYSTEMS OR CEILING PANELS TO BE
CENTERED IN ALL ROOMS IN BOTH DIRECTIONS UNLESS
NOTED OTHERWISE. PARTIAL PANELS SHALL NOT BE LESS
THAN 6" IN EITHER DIRECTION.
4.
LOCATE SPRINKLER HEADS, SMOKE DETECTORS, SPEAKERS
AND OTHER CEILING-MOUNTED MECHANICAL, ELECTRICAL,
PLUMBING AND SECURITY DEVICES CENTERED IN
ACOUSTICAL CEILING PANELS UNLESS NOTED OTHERWISE.
IN GYPSUM BOARD CEILINGS, ALIGN FIXTURES AND DEVICES
AND CENTER IN SPACES UNLESS NOTED OTHERWISE.
5.
LIGHT FIXTURES TO BE CENTERED AND ORIENTED IN ROOMS
AS SHOWN, UNLESS NOTED OTHERWISE. MULTIPLE
IDENTICAL LIGHT FIXTURES IN A SPACE SHALL BE ALIGNED
TO THE CENTERLINE OF THE GOVERNING DIMENSION. LIGHT
FIXTURES IN CEILING PANELS ARE TO BE CENTERED ON THE
PANEL OR ALIGNED WITH THE PANEL EDGE UNLESS NOTED
OTHERWISE.
6.
PROVIDE ACCESS PANELS IN GYPSUM BOARD CEILINGS AS
REQUIRED TO ALLOW ACCESS TO ABOVE CEILING
EQUIPMENT AND DEVICES.
7.
ROOM OPEN TO STRUCTURE UNLESS OTHERWISE NOTED
8.
ALL CEILINGS IN BATHROOM & WET AREAS SHALL BE
MOISTURE & MILDEW RESISTANT GYPSUM BOARD.
9.
LIGHT FIXTURES, ELECTRICAL FIXTURES, BOXES, ETC.,
LOCATED IN RATED ASSEMBLIES SHALL BE INSTALLED WITH
RATED HOUSING -OR- BE INSTALLED WITH A FIVE SIDED
ENCLOSURE OF TYPE C DRYWALL AS REQUIRED TO RETAIN
RATING OF ASSEMBLY.
10.
PROVIDE BLOCKING IN WALLS FOR ALL WALL MOUNTED
ITEMS.
11.
REFERENCE A0.03 FINISH LEGEND FOR CEILING FINISHES.
12.
CONTRACTOR TO PROVIDE FIRE PROTECTION DOCUMENTS
SEALED BY A REGISTERED DESIGN PROFESSIONAL.
descriptive notes - rcp
GYPSUM BOARD
CEILING
rcp legend
RECESSED LINEAR
DOWNLIGHT
2X2 ACOUSTICAL
CEILING TILE
2X4 ACOUSTICAL
CEILING TILE
SEE DISCIPLINE SHEETS FOR DISCIPLINE SPECIFIC SYMBOLS
SEE SECTOR RCPS FOR GENERAL NOTES
24" X 24" SQUARE
RETURN REGISTER
24" X 24" SQUARE SUPPLY
DIFFUSER
LINEAR RETURN
DIFFUSER
LINEAR SUPPLY
DIFFUSER
LINEAR PENDANT
RECESSED CAN LIGHT
RECESSED 2X4
DOWNLIGHT
CC
SECURITY CAMERA
general notes - roof
1.
CONTRACTOR SHALL VERIFY ALL DIMENSIONS WITH
EXISTING CONDITIONS FOR SIZES, QUANTITIES, AND
LOCATIONS. CONFLICTS ARE TO BE BROUGHT TO THE
ATTENTION OF ARCHITECT PRIOR TO START OF
CONSTRUCTION.
2.
ROOF SLOPES TO BE 1/4" PER FOOT MINIMUM INCLUDING
VALLEYS AT ALL NEW CONSTRUCTION.
3.
SEE MECHANICAL/PLUMBING DRAWINGS FOR EXACT
EQUIPMENT PLACEMENT. EQUIPMENT SHOWN IS FOR
COORDINATION ONLY.
4.
MECHANICAL TO PROVIDE ALL THEIR OWN CURBS UNLESS
OTHERWISE NOTED.
descriptive notes - roof
9.30.2025
d
e
n
g
i
S
e
t
a
D
A
.
S
.
U
.
A
N
O
Z
I
R
A
.
.
.
.
.
.
.
.
.
.
.
.
.
O
N
E
T
A
C
I
F
I
T
R
E
C
H
C
R
A
D
E
R
E
T
S
I
G
E
R
JACOBS
MICHAEL E
32961
expiration:
© 2021 Holly Street Studio, LLC
sheet number
project no.
date
phase
title
1319 E VanBuren St.
Phoenix, AZ 85006
o: 602.258.8555
hollystreetstudio.com
revisions
CITY OF GLENDALE
ENGINEERING DEPT.
5850 W. Glendale ave.
Glendale, AZ 85301
(623) 930 3630
12/8/2022 5:55:28 PM
A2.0
RCP + ROOF
PLAN
CONSTRUCTION
DOCUMENTS
4 NOVEMBER 2022
GLENDALE DCRP BEAD
MUSEUM RENOVATION
5750 W Glenn Drive
Glendale, AZ 85301
202169.4
11/04/22
1/8" = 1'-0"
Bead - reflected ceiling plan
1
1/8" = 1'-0"
Bead - roof plan
2
1
STRUCTURAL WOOD TRUSS, SEE STRUCTURAL DWGS
2
FRAMED SOFFIT
3
EXPOSED STRUCTURE
4
SURFACE MOUNTED WINDOW SHADE
5
FRAMED SOFFIT
6
LINE OF BULKHEAD ABOVE
7
WHITE SCRIM AT BOTTOM CHORD OF TRUSS AT EXPOSED
CEILINGS. ALL EXPOSED UTILITIES TO BE PNT1 FINISH,
8
ALL EXTERIOR STEEL TO BE PAINTED WITH HIGH
PERFORMANCE COATING. MATCH EXISTING COLOR.
LIGHT FIXTURE SCHEDULE
TYPE
SIZE
FIXTURE
COLOR
DESCRIPTION
B01
4" X 4'-0" ALUM
BOH LINEAR PENDANT
L01
18'-0"
WHITE
LINEAR PENDANT LIGHT
L02
24'-0"
WHITE
LINEAR PENDANT LIGHT
L03
4'-0"
WHITE
RECESSED LINEAR DOWNLIGHT (GYP)
L04
4'-0"
WHITE
RECESSED LINEAR DOWNLIGHT (ACT)
L05
6'-0"
WHITE
RECESSED LINEAR DOWNLIGHT
L06
6" DIA.
WHITE
RECESSED CAN DOWNLIGHT
1
EXISTING SCREEN WALL
2
EXISTING ROOF ACCESS
3
NEW ROOF TOP UNIT, SEE MECHANICAL DWGS
4
NEW MINI-SPLIT CONDENSER, SEE MECHANICAL DWGS
5
NEW EXHAUST VENT, SEE MECHANICAL DWGS
No.
Description
Date
1
PERMIT COMMENTS
09 DIC 2022
1
A
LC
LC
5/8"
3 5/8"
5/8"
ONE LAYER OF GYPSUM BOARD ON BOTH SIDES OF 3 5/8" METAL STUDS.
**NOTE: CONTINUE GYPSUM BOARD AT ALL WALLS TO BOTOM OF DECK. COVER ALL
EXPOSED INSULATION.
ACOUSTIC TEST: XXXX
METAL STUDS (09 21 16)
GYPSUM BOARD (09 21 16)
LC
4 7/8"
general notes - partitions
UNLESS OTHERWISE INDICATED IN THE FOLLOWING "CLARIFICATION
OF REFERENCE DESIGNATIONS FOR INTERIOR PARTITIONS" OR
OTHERWISE INDICATED ELSEWHERE ON THE "DRAWINGS", ALL
INTERIOR PARTITIONS ARE GYPSUM BOARD AND METAL STUDS AND
ARE TO BE CONSTRUCTED AS LISTED BELOW.
1.
ALL METAL STUDS SHALL BE 3 5/8" DEEP AND MINIMUM 25 GAUGE.
(FOR PARTITIONS REQUIRING HEAVIER GAUGE STUDS, SEE
SPECIFICATION SECTION 09 21 16 OR DESCRIPTION BELOW).
2.
ALL METAL STUDS SHALL BE SPACED 16" O.C.
3.
ALL METAL STUDS SHALL EXTEND FROM FLOOR TO UNDERSIDE
OF FLOOR OR ROOF ABOVE.
4.
ALL METAL STUDS SHALL HAVE ONE LAYER OF GYPSUM BOARD
ON EACH SIDE OF STUD.
5.
ALL GYPSUM BOARD SHALL BE MOLD-RESISTANT, TYPE X AND 5/8”
THICK.
6.
ALL GYPSUM BOARD, ON WALLS, SHALL TERMINATE AT THE
UNDERSIDE OF GYPSUM BOARD CEILINGS AND MINIMUM OF 6"
ABOVE OTHER TYPE CEILINGS. WHERE CEILINGS DO NOT OCCUR,
GYPSUM BOARD SHALL EXTEND TO UNDERSIDE OF FLOOR OR
ROOF ABOVE.
7.
ALL COMPONENTS OF FIRE RATED, SMOKE BARRIER, OR STC
RATED PARTITION SYSTEMS SHALL EXTEND TO UNDERSIDE OF
FLOOR OR ROOF ABOVE.
8.
PARTITION SYSTEMS INDICATED TO HAVE STC-RATINGS SHALL
INCORPORATE SOUND ATTENUATION BLANKETS AND ACOUSTIC
SEALANT TO ACHIEVE THE REQUIRED RATING. REFERENCE
SPECIFICATION SECTION 09 21 16
9.
IF CONCRETE MASONRY UNITS ARE INDICATED, UNITS SHALL BE 7
5/8" THICK AND SHALL EXTEND FROM FLOOR TO UNDERSIDE OF
FLOOR OR ROOF ABOVE.
THE THICKNESS OF PARTITIONS SHOWN ARE FINISH SURFACE TO
FINISH SURFACE EXCLUDING THIN-SET CERAMIC TILE.
10. REFER TO SPECIFICATION SECTION 09 21 16 FOR GLASS MAT-
FACED GYPSUM BOARD REQUIREMENTS IN WET AREAS.
11. WET AREAS WILL BE DEFINED AS: WALLS SUPPORTING SINKS,
TOILETS AND URINALS, AND SHOWER AND TUB SURROUNDS,
INCLUDING SHOWER CEILING.
12. WHERE A REFERENCE DESIGNATION IS NOT INDICATED ON THE
FLOOR PLANS, THE PARTITION TYPE SHALL BE TYPE 10.0.
2"
SEE SCHEDULE
2"
SEE SCHEDULE
2"
SALV
1.
ALL INTERIOR FINISHES SHALL COMPLY WITH REQUIREMENTS DEFINED IN 2018 IBC, CHAPTER 8.
2.
2018 IBC 2018 803.13. INTERIOR WALL AND CEILING FINISH SHALL HAVE A FLAME SPREAD INDEX NOT GREATER
THAN THAT SPECIFIED IN TABLE 803.13 FOR THE GROUP AND LOCATION DESIGNATED.
3.
SEE FLOOR PLANS, RCP'S, ELEVATIONS FOR REFERENCE TO THESE FINISHES.
finish legend
1.
GENERAL CONTRACTOR TO FIELD VERIFY ALL OPENINGS AND
CORRECT ANY DEVIATIONS PRIOR TO START OF WORK.
2.
ALL DOORS SHALL HAVE AN UNDERCUT OF 1/4" ABOVE FLOOR
FINISH, U.N.O.
3.
THERE SHALL BE A LEVEL AND CLEAR LANDING ON EACH SIDE OF
A DOOR.
4.
MAXIMUM PULL FORCE FOR ALL INTERIORS DOORS SHALL NOT
EXCEED 5LB.
5.
DOOR HANDLES SHALL BE OPERABLE WITH ONE HAND AND
SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING
OF THE WRIST.
6.
REFER TO FLOOR PLANS FOR SWING OR SLIDE DIRECTION.
7.
FINISHED SHALL BE APPLIED TO ALL EXPOSED SIDES OF DOORS.
8.
ALL HARDWARE SHALL BE INSTALLED AT 36" A.F.F. TO
CENTERLINE OF HANDLE, U.N.O.
9.
ALL DOORS SHALL BE 1-3/4" THICK WITH HOLLOW METAL FRAMES
UNLESS OTHERWISE NOTED.
10. FIRE RATINGS ARE INDICATED IN MINUTES.
general notes - doors
B
ONE LAYER OF GYPSUM BOARD ON ONE SIDE OF 3 5/8" METAL STUDS, EXPOSED STUDS
THE OTHER SIDE.
**NOTE: CONTINUE GYPSUM BOARD AT ALL WALLS TO BOTOM OF DECK. COVER ALL
EXPOSED INSULATION.
ACOUSTIC TEST: XXXX
GYPSUM BOARD (09 21 16)
METAL STUDS (09 21 16)
LC
5/8"
3 5/8"
4 1/4"
wood-veneer carpentry
06 41 13
WOOD-VENEEER-FACED ARCHITECTURAL CABINETS
(APPLE PLY OR SIM)
FINISH: BIRCH OUTER VENEER, CLEAR SATIN FINISH
THICKNESS: VARIES. SEE DETAILS
WD1
PLASTIC LAMINATE VENEER
(PANOLAM SURFACE SYSTEMS)
PRODUCT: NEVAMAR - STANDARD HPL
COLOR: STUDIO GRAY
TEXTURE: SUPER-MATTE
PLAM1
plastic laminate
06 06 20
BIO-BASED MATERIAL
tile carpeting
09 68 13
CARPET TILE
PRODUCT: 24"x24" MOHAWK DATUM, SHALE, BT284
LOCATION: SEE ROOM FINISH SCHEDULE
CPT1
ceramic tiling
09 30 13
TILE1
CERAMIC WALL TILE (STACK BOND)
PRODUCT: DALTILE, 3"x6", RITTENHOUSE SQUARE
FINISH: SEMI-GLOSS
COLOR: ARCTIC WHITE 0190
TILE2
CERAMIC FLOOR TILE
PRODUCT: DALTILE, 12"x24", ELECTRIC MOSS RECTANGLE
FINISH: MATTE
COLOR: VL79, V2:MEDIUM
glazing
08 80 00
GLZ1
STOREFRONT GLAZING
COLOR: CLEAR
LOCATION: NORTH EXTERIOR WALL. SEE NORTH BUILDING ELEVATION
resilient wall base
09 65 13
RB1
RUBBER WALL BASE
PRODUCT: JOHNSONITE IRONSTONE, 4" HIGH
LOCATION: SEE ROOM FINISH SCHEDULE
high performance coating
09 96 00
EXTERIOR STEEL PAINTING
PRODUCT: TNEMEC HI-BUILD TNEME-GLOSS SERIES 2H
COLOR: MATCH EXISTING EXTERIOR
PNT(E)
acoustical panel ceilings
09 51 13
ACOUSTICAL CEILING TILE
PRODUCT: 2'x6' ARMSTRONG BEVELED TEGULAR 9/16, ULTIMA
LOCATION: SEE ROOM FINISH SCHEDULE
ACT1
ACOUSTICAL CEILING TILE
PRODUCT: 2'x4' ARMSTRONG BEVELED TEGULAR 9/16, ULTIMA
LOCATION: SEE ROOM FINISH SCHEDULE
ACT2
interior painting
09 91 23
WALL / CEILING PAINTING
PRODUCT: BENJAMIN MOORE DECORATORS - WHITE, OC.149
FINISH: EGGSHELL
LOCATION: ALL EXPOSED DRYWALL LOCATIONS
PNT1
SOLID SURFACE COUNTERTOP
(CORIAN)
COLOR: PEARL GRAY
LOCATION: CLASSROOMS TYP
SS1
solid surfaces
12 36 61
5/8"
AS SCHEDULED
PARTITION
5/8"
JAMB BEYOND
HOLLOW METAL DOOR FRAME
DOOR AS SCHEDULED
SEALANT
FRAME CLIP
5/8"
AS SCHEDULED
PARTITION
5/8"
METAL STUD
GYPSUM BOARD
HOLLOW METAL DOOR FRAME
DOOR AS SCHEDULED
SEALANT
FRAME CLIP
METAL STUD
GYPSUM BOARD
JAMB
HEAD
9.30.2025
d
e
n
g
i
S
e
t
a
D
A
.
S
.
U
.
A
N
O
Z
I
R
A
.
.
.
.
.
.
.
.
.
.
.
.
.
O
N
E
T
A
C
I
F
I
T
R
E
C
H
C
R
A
D
E
R
E
T
S
I
G
E
R
JACOBS
MICHAEL E
32961
expiration:
© 2021 Holly Street Studio, LLC
sheet number
project no.
date
phase
title
1319 E VanBuren St.
Phoenix, AZ 85006
o: 602.258.8555
hollystreetstudio.com
revisions
CITY OF GLENDALE
ENGINEERING DEPT.
5850 W. Glendale ave.
Glendale, AZ 85301
(623) 930 3630
12/8/2022 5:55:30 PM
A3.0
SCHEDULES +
PARTITION
TYPES
CONSTRUCTION
DOCUMENTS
4 NOVEMBER 2022
GLENDALE DCRP BEAD
MUSEUM RENOVATION
5750 W Glenn Drive
Glendale, AZ 85301
202169.4
11/04/22
3/8" = 1'-0"
FRAME AND DOOR TYPES
1
DOOR SCHEDULE
#
TYPE
DOOR PANEL
FRAME
HDWR
FIRE
RATING
REMARKS
WIDTH
HEIGHT
MAT.
THICK.
FIN.
MAT.
FIN.
DTL.
001
SALV
3'-0"
7'-10"
HM
PNT2
HM
PNT2
--
PASSAGE LOCK FUNCTION
002
SALV
3'-0"
7'-10"
HM
PNT2
HM
PNT2
--
PRIVACY LOCK FUNCTION
003
SALV
3'-0"
7'-10"
HM
PNT2
HM
PNT2
--
PRIVACY LOCK FUNCTION
100
PIVOT
3'-0"
8'-9 1/2"
GL
1 3/4"
--
AL
--
PER MANUF
OFFICE LOCK FUNCTION
102
PIVOT
3'-0"
8'-9 1/2"
GL
1 3/4"
---
AL
--
PER MANUF
PASSAGE LOCK FUNCTION
104
SLIDER
3'-0"
8'-9 1/2"
GL
1 3/4"
--
AL
--
PER MANUF
OFFICE LOCK FUNCTION
105
SLIDER
3'-0"
8'-9 1/2"
GL
1 3/4"
--
AL
--
PER MANUF
OFFICE LOCK FUNCTION
118
PIVOT
3'-0"
8'-9 1/2"
GL
1 3/4"
--
AL
--
PER MANUF
OFFICE LOCK FUNCTION
119
PIVOT
3'-0"
8'-9 1/2"
GL
1 3/4"
--
AL
--
PER MANUF
OFFICE LOCK FUNCTION
120
SLIDER
3'-0"
8'-9 1/2"
GL
1 3/4"
--
AL
--
PER MANUF
OFFICE LOCK FUNCTION
ROOM FINISH SCHEDULE
#
NAME
AREA
FLOOR
BASE
WALL
CEILING
REMARKS
100
open office 1
430 SF
CPT1
RB1
PNT1
ACT1 / GWB1 - PNT1
101
lobby / recep
910 SF
CPT1
RB1
PNT1
GWB - PNT1
102
open office 2
1898 SF
CPT1
RB1
PNT1
ACT1 / GWB1 - PNT1
103
open office 3
1234 SF
CPT1
RB1
PNT1
ACT1 / GWB1 - PNT1
104
office 3
75 SF
CPT1
RB1
PNT1
ACT2 / GWB1 - PNT1
105
office 4
76 SF
CPT1
RB1
PNT1
ACT2 / GWB1 - PNT1
106
rr - uni (e)
38 SF
--
--
PNT1
GWB(e) / PNT1
107
rr - uni (e)
38 SF
--
--
PNT1
GWB(e) / PNT1
108
office 1 (e)
93 SF
CPT1
RB1
PNT1
ACT(e)
109
office 2 (e)
93 SF
CPT1
RB1
PNT1
ACT(e)
110
stg (e)
129 SF
--
PNT1
EXPOSED
111
i.t.
76 SF
CNC(e)
RB1
PNT1
EXPOSED
112
fire riser
42 SF
CNC(e)
RB1
PNT1
EXPOSED
113
electrical
110 SF
--
PNT1
EXPOSED
114
conf - md
294 SF
CPT1
RB1
PNT1
ACT1 / GWB1 - PNT1
115
jan
18 SF
--
--
PNT1
EXPOSED
116
ada rr - uni
70 SF
TILE1
TILE2
PNT1 / TILE2
GWB - PNT1
117
ada rr - uni
75 SF
TILE1
TILE2
PNT1 / TILE2
GWB - PNT1
118
conf - sm
164 SF
CPT1
RB1
PNT1
ACT1 / GWB1 - PNT1
119
conf - lg
298 SF
CPT1
RB1
PNT1
ACT1 / GWB1 - PNT1
3" = 1'-0"
Door Jamb + Header
2
No.
Description
Date
1
PERMIT COMMENTS
09 DIC 2022
1
1
PNT1
PNT1
PNT1
PNT1
RB1
RB1
RB1
RB1
PNT1
4'-0"
3'-10"
4'-0"
1'-3"
3'-0"
1'-2"
1'-2"
3'-0"
6'-4"
1'-2"
3'-0"
3'-8"
3'-8"
3'-8"
align
4'-0"
glazing + door
furniture system
glazing + door
furniture system
9'-0"
PNT1
RB1
PNT1
PER PLAN
3'-0"
1'-0" 1'-0"
3'-0"
PER PLAN
glazing + door
furniture system
9'-0"
2'-0"
2'-0"
2'-0"
4'-0"
2'-0"
3'-0"
2'-10"
2'-2"
2'-0"
8'-0"
TILE2
SS1
PLAM1
PLAM1
1'-5"
3'-0"
4'-0"
EQ
EQ
EQ
EQ
glazing + door
furniture system
WD1
15'-1 1/2"
SS1
15'-0"
EQ
EQ
EQ
4'-8" MIN
2'-10"
3'-6"
1'-5"
3'-0"
4'-0"
glazing + door
furniture system
9'-0"
02
01
03
04
05
GLZ1
wood-veneer carpentry
06 41 13
WOOD-VENEEER-FACED ARCHITECTURAL CABINETS
(APPLE PLY OR SIM)
FINISH: BIRCH OUTER VENEER, CLEAR SATIN FINISH
THICKNESS: VARIES. SEE DETAILS
WD1
PLASTIC LAMINATE VENEER
(PANOLAM SURFACE SYSTEMS)
PRODUCT: NEVAMAR - STANDARD HPL
COLOR: STUDIO GRAY
TEXTURE: SUPER-MATTE
PLAM1
plastic laminate
06 06 20
BIO-BASED MATERIAL
tile carpeting
09 68 13
CARPET TILE
PRODUCT: 24"x24" MOHAWK DATUM, SHALE, BT284
LOCATION: SEE ROOM FINISH SCHEDULE
CPT1
ceramic tiling
09 30 13
TILE1
CERAMIC WALL TILE (STACK BOND)
PRODUCT: DALTILE, 3"x6", RITTENHOUSE SQUARE
FINISH: SEMI-GLOSS
COLOR: ARCTIC WHITE 0190
TILE2
CERAMIC FLOOR TILE
PRODUCT: DALTILE, 12"x24", ELECTRIC MOSS RECTANGLE
FINISH: MATTE
COLOR: VL79, V2:MEDIUM
glazing
08 80 00
GLZ1
STOREFRONT GLAZING
COLOR: CLEAR
LOCATION: NORTH EXTERIOR WALL. SEE NORTH BUILDING ELEVATION
resilient wall base
09 65 13
RB1
RUBBER WALL BASE
PRODUCT: JOHNSONITE IRONSTONE, 4" HIGH
LOCATION: SEE ROOM FINISH SCHEDULE
high performance coating
09 96 00
EXTERIOR STEEL PAINTING
PRODUCT: TNEMEC HI-BUILD TNEME-GLOSS SERIES 2H
COLOR: MATCH EXISTING EXTERIOR
PNT(E)
acoustical panel ceilings
09 51 13
ACOUSTICAL CEILING TILE
PRODUCT: 2'x6' ARMSTRONG BEVELED TEGULAR 9/16, ULTIMA
LOCATION: SEE ROOM FINISH SCHEDULE
ACT1
ACOUSTICAL CEILING TILE
PRODUCT: 2'x4' ARMSTRONG BEVELED TEGULAR 9/16, ULTIMA
LOCATION: SEE ROOM FINISH SCHEDULE
ACT2
interior painting
09 91 23
WALL / CEILING PAINTING
PRODUCT: BENJAMIN MOORE DECORATORS - WHITE, OC.149
FINISH: EGGSHELL
LOCATION: ALL EXPOSED DRYWALL LOCATIONS
PNT1
SOLID SURFACE COUNTERTOP
(CORIAN)
COLOR: PEARL GRAY
LOCATION: CLASSROOMS TYP
SS1
solid surfaces
12 36 61
1.
ALL INTERIOR FINISHES SHALL COMPLY WITH REQUIREMENTS DEFINED IN 2018 IBC, CHAPTER 8.
2.
2018 IBC 2018 803.13. INTERIOR WALL AND CEILING FINISH SHALL HAVE A FLAME SPREAD INDEX NOT GREATER
THAN THAT SPECIFIED IN TABLE 803.13 FOR THE GROUP AND LOCATION DESIGNATED.
3.
SEE FLOOR PLANS, RCP'S, ELEVATIONS FOR REFERENCE TO THESE FINISHES.
finish legend
PNT1
RB1
SS1
9.30.2025
d
e
n
g
i
S
e
t
a
D
A
.
S
.
U
.
A
N
O
Z
I
R
A
.
.
.
.
.
.
.
.
.
.
.
.
.
O
N
E
T
A
C
I
F
I
T
R
E
C
H
C
R
A
D
E
R
E
T
S
I
G
E
R
JACOBS
MICHAEL E
32961
expiration:
© 2021 Holly Street Studio, LLC
sheet number
project no.
date
phase
title
1319 E VanBuren St.
Phoenix, AZ 85006
o: 602.258.8555
hollystreetstudio.com
revisions
CITY OF GLENDALE
ENGINEERING DEPT.
5850 W. Glendale ave.
Glendale, AZ 85301
(623) 930 3630
12/8/2022 5:55:35 PM
A3.1
ELEVATIONS
CONSTRUCTION
DOCUMENTS
4 NOVEMBER 2022
GLENDALE DCRP BEAD
MUSEUM RENOVATION
5750 W Glenn Drive
Glendale, AZ 85301
202169.4
11/04/22
1/4" = 1'-0"
A1.0
lobby & open office west
1
1/4" = 1'-0"
A1.0
open office 3 - west
5
1/4" = 1'-0"
A1.0
conf small - south
6
1/4" = 1'-0"
A1.0
lobby - north
2a
1/4" = 1'-0"
A1.0
lobby - south
3
1/4" = 1'-0"
A1.0
Bead - North elevation
7
Feather in new EIFS + reveals
to match existing wall
1/4" = 1'-0"
A1.0
open office 1 - north
4
No.
Description
Date
1
PERMIT COMMENTS
09 DIC 2022
1
1.
ALL INTERIOR FINISHES SHALL COMPLY WITH REQUIREMENTS DEFINED IN 2018 IBC, CHAPTER 8.
2.
2018 IBC 2018 803.13. INTERIOR WALL AND CEILING FINISH SHALL HAVE A FLAME SPREAD INDEX NOT GREATER
THAN THAT SPECIFIED IN TABLE 803.13 FOR THE GROUP AND LOCATION DESIGNATED.
3.
SEE FLOOR PLANS, RCP'S, ELEVATIONS FOR REFERENCE TO THESE FINISHES.
finish legend
03
04
CC
A3.2
7
A3.2
6
4
3
5
A3.2
SIM
4
SIM
3
4
5
9
3
6
7
8
2
4
5
9
3
6
7
8
2
1
A
B
A
A
5'-3"
4'-0"
10'-7"
6"
14'-6"
8"
jan
115
lobby / recep
101
descriptive notes - interior elevations
general notes - interior elevations
1.
SEE SHEET A0.1 FOR ADA MOUNTING HEIGHTS.
2.
SLOPE FLOORS TO DRAINS - SLOPES NOT TO EXCEED ADA MAX.
TILE2
corridor
beyond
2
9'-0"
6
8
3
TILE2
3'-6"
3'-6"
2'-10"
2
5'-4"
7
TILE2
PNT1
TILE2
1
2
5'-4"
9
4
5
2
TILE2
PNT1
1
2
5'-4"
1
TILE2
PNT1
1
2
wood-veneer carpentry
06 41 13
WOOD-VENEEER-FACED ARCHITECTURAL CABINETS
(APPLE PLY OR SIM)
FINISH: BIRCH OUTER VENEER, CLEAR SATIN FINISH
THICKNESS: VARIES. SEE DETAILS
WD1
PLASTIC LAMINATE VENEER
(PANOLAM SURFACE SYSTEMS)
PRODUCT: NEVAMAR - STANDARD HPL
COLOR: STUDIO GRAY
TEXTURE: SUPER-MATTE
PLAM1
plastic laminate
06 06 20
BIO-BASED MATERIAL
tile carpeting
09 68 13
CARPET TILE
PRODUCT: 24"x24" MOHAWK DATUM, SHALE, BT284
LOCATION: SEE ROOM FINISH SCHEDULE
CPT1
ceramic tiling
09 30 13
TILE1
CERAMIC WALL TILE (STACK BOND)
PRODUCT: DALTILE, 3"x6", RITTENHOUSE SQUARE
FINISH: SEMI-GLOSS
COLOR: ARCTIC WHITE 0190
TILE2
CERAMIC FLOOR TILE
PRODUCT: DALTILE, 12"x24", ELECTRIC MOSS RECTANGLE
FINISH: MATTE
COLOR: VL79, V2:MEDIUM
glazing
08 80 00
GLZ1
STOREFRONT GLAZING
COLOR: CLEAR
LOCATION: NORTH EXTERIOR WALL. SEE NORTH BUILDING ELEVATION
resilient wall base
09 65 13
RB1
RUBBER WALL BASE
PRODUCT: JOHNSONITE IRONSTONE, 4" HIGH
LOCATION: SEE ROOM FINISH SCHEDULE
high performance coating
09 96 00
EXTERIOR STEEL PAINTING
PRODUCT: TNEMEC HI-BUILD TNEME-GLOSS SERIES 2H
COLOR: MATCH EXISTING EXTERIOR
PNT(E)
acoustical panel ceilings
09 51 13
ACOUSTICAL CEILING TILE
PRODUCT: 2'x6' ARMSTRONG BEVELED TEGULAR 9/16, ULTIMA
LOCATION: SEE ROOM FINISH SCHEDULE
ACT1
ACOUSTICAL CEILING TILE
PRODUCT: 2'x4' ARMSTRONG BEVELED TEGULAR 9/16, ULTIMA
LOCATION: SEE ROOM FINISH SCHEDULE
ACT2
interior painting
09 91 23
WALL / CEILING PAINTING
PRODUCT: BENJAMIN MOORE DECORATORS - WHITE, OC.149
FINISH: EGGSHELL
LOCATION: ALL EXPOSED DRYWALL LOCATIONS
PNT1
SOLID SURFACE COUNTERTOP
(CORIAN)
COLOR: PEARL GRAY
LOCATION: CLASSROOMS TYP
SS1
solid surfaces
12 36 61
03
04
CC
L06
L06
L06
L06
L06
4'-8"
EQ
EQ
EQ
EQ
2'-8"
2'-8"
EQ
EQ
2'-2"
2'-6"
GWB1
9'-0"
GWB1
9'-0"
EQ
EQ
EQ
EQ
5'-3"
5'-3"
2'-6"
GWB1
9'-0"
ada rr - uni
117
ada rr - uni
116
9.30.2025
d
e
n
g
i
S
e
t
a
D
A
.
S
.
U
.
A
N
O
Z
I
R
A
.
.
.
.
.
.
.
.
.
.
.
.
.
O
N
E
T
A
C
I
F
I
T
R
E
C
H
C
R
A
D
E
R
E
T
S
I
G
E
R
JACOBS
MICHAEL E
32961
expiration:
© 2021 Holly Street Studio, LLC
sheet number
project no.
date
phase
title
1319 E VanBuren St.
Phoenix, AZ 85006
o: 602.258.8555
hollystreetstudio.com
revisions
CITY OF GLENDALE
ENGINEERING DEPT.
5850 W. Glendale ave.
Glendale, AZ 85301
(623) 930 3630
12/8/2022 5:55:39 PM
A3.2
INTERIOR
ELEVATIONS
CONSTRUCTION
DOCUMENTS
4 NOVEMBER 2022
GLENDALE DCRP BEAD
MUSEUM RENOVATION
5750 W Glenn Drive
Glendale, AZ 85301
202169.4
11/04/22
1
SCHLUTER JOLLY AT ALL EXPOSED EDGES.
2
SCHLUTER DILEX ALONG BOTTOM EDGE OF TILE EXTENTS.
TOILET ROOM ACCESSORY SCHEDULE (10 28 00)
NO.
ITEM DESCRIPTION
MANUFACTURER
NAME
MODEL NUMBER
1
WALL-MOUNTED ADULT CHANGING STATION
FOUNDATIONS
100SSE-R
2
RECESSED MULTI-ROLL ANTI-THEFT TOILET PAPER DISPENSER
BOBRICK
B-35883
3
36" STAINLESS STEEL GRAB BAR
BOBRICK
B-5806x36
4
42" STAINLESS STEEL GRAB BAR
BOBRICK
B-5806x42
5
18" STAINLESS STEEL GRAB BAR
BOBRICK
B-5806x18
6
STAINLESS STEEL HAND DRYER
BOBRICK
B-7120 208-240V
7
STAINLESS STEEL SOAP DISPENSER
BOBRICK
B-2013
8
MIRROR
N/A
SEE INT. ELEV
9
RECESSED SANITARY NAPKIN DISPOSAL
BOBRICK
B-3513
P-01
BY OWNER
BY OWNER
TV-01
BY OWNER
BY OWNER
3/8" = 1'-0"
enlarged restrooms
1
1/4" = 1'-0"
rr vestibule - w
7
1/4" = 1'-0"
ADA unisex rr - east
4
1/4" = 1'-0"
ADA unisex rr - north
5
1/4" = 1'-0"
ADA unisex rr - south
3
1/4" = 1'-0"
ADA unisex rr - west
6
3/8" = 1'-0"
Bead - reflected ceiling plan - Callout 1
2
No.
Description
Date
1
PERMIT COMMENTS
09 DIC 2022
1
AA
BB
CC
DD
EE
FF
05
04
03
02
01
5' - 4"
16' - 2"
30' - 6"
5' - 4"
33' - 4"
8' - 0"
56' - 4"
25' - 4"
24' - 4"
A
A
A
A
S1.0
1
10' - 8"
2' - 0"
1
5
2
4
4
2
2
2
3
EXISTING MASONRY WALL
SOLID GROUT JAMBS - IF
EXISTING JAMBS ARE NOT
GROUTED SOLID BREAK OPEN
MASONRY FACE SHELL ABOVE
TOP OF OPENING ELEVATION
AND SOLID GROUT PRIOR TO
REMOVING MASONRY
TYPICAL
6" MIN
2' - 0" MAX
2"
SECTION
X
X
EXISTING MASONRY WALL
L8X8X1/2 STEEL
ANGLE LINTEL
IF EXISTING CELLS
ARE NOT
GROUTED, BREAK
OUT FACE SHELLS
AND SOLID GROUT
16" ABOVE NEW
OPENING
SUGGESTED ERECTION SEQUENCE:
1. BREAK OPEN FACE SHELLS AND SOLID GROUT WALL ABOVE
PROPOSED OPENING AND OPENING JAMBS
2. SAWCUT TOP OF OPENING AND INSTALL DOUBLE ANGLES
3. SAWCUT OPENING AT JAMBS AND ALONG BOTTOM OF
OPENING, REMOVE MASONRY
STEEL LINTEL WITH 5/8"Ø
ADHESIVE ANCHORS -
EMBED 5 5/8"
NOTE:
ALL NEW GROUT SHALL HAVE 3 DAY MINIMUM CURE TIME PRIOR
TO CUTTING EXISTING MASONRY
EPOXY ANCHORS
4" MIN
IF EXISTING JAMB IS REINFORCED, SPECIAL CARE
SHALL BE TAKEN TO AVOID DAMAGING EXISTING
REINFORCEMENT AND LENGTH OF BEARING FOR
STEEL LINTEL SHALL BE REDUCED (2" MINIMUM)
EQUIPMENT WEIGHT
MARK
REMARKS
650 LBS
A
-
MECHANICAL EQUIPMENT WEIGHTS
VERIFY ALL WEIGHTS AND LOCATIONS OF MECHANICAL EQUIPMENT WITH MECHANICAL ENGINEER
AND ARCHITECT
1. THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIAR WITH THE SITE AND LOCAL
CONDITIONS.
2. CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH LOCAL BUILDING CODES, CODES OF
APPLICABLE REGULATORY AGENCIES, AND WITH PROJECT SPECIFICATIONS AND DRAWINGS.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF ALL TRADES AND FOR
CHECKING ALL DIMENSIONS. REPORT DISCREPANCIES TO THE OWNER’S REPRESENTATIVE FOR
CLARIFICATION PRIOR TO PROCEEDING WITH THE WORK.
4. THE CONTRACTOR SHALL COMPLY WITH LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL
ORDERS OF ANY PUBLIC AUTHORITY BEARING UPON THE PERFORMANCE OF THE WORK.
5. DO NOT SCALE DRAWINGS TO DETERMINE DIMENSIONAL INFORMATION.
6. THE STRUCTURE WAS DESIGNED FOR THE IN-SERVICE CONDITIONS ONLY. THE METHODS,
PROCEDURES AND SEQUENCES OF CONSTRUCTION ARE THE RESPONSIBILITY OF THE CONTRACTOR.
THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO MAINTAIN AND ENSURE THE
INTEGRITY OF THE STRUCTURE AT ALL STAGES OF CONSTRUCTION.
7. DRAWINGS DO NOT INDICATE TEMPORARY REQUIREMENTS. NEED FOR TEMPORARY SHORING AND
BRACING, TEMPORARY DEWATERING, TEMPORARY EARTH RETENTION, TEMPORARY WATER CUTOFF
OR OTHER TEMPORARY MEASURES MAY BE INDICATED ON DRAWINGS AT SELECTED AREAS AS
SUGGESTIONS FOR THE CONTRACTOR'S CONVENIENCE. THE DRAWINGS DO NOT IDENTIFY ALL AREAS
OR CONDITIONS REQUIRING TEMPORARY MEASURES. IT IS THE CONTRACTOR'S RESPONSIBILITY TO
CONFIRM TEMPORARY MEASURES INDICATED ON THE DRAWINGS, IDENTIFY OTHER AREAS OR
CONDITIONS REQUIRING TEMPORARY MEASURES, DETERMINE MOST EFFICIENT TEMPORARY
SYSTEMS, AND DESIGN AND CONSTRUCT REQUIRED TEMPORARY SYSTEMS. ALL TEMPORARY
SYSTEMS SHALL BE DESIGNED BY A LICENSED ENGINEER IN THE STATE IN WHICH THE PROJECT IS
LOCATED.
8. INFORMATION RELATED TO EXISTING CONDITIONS REPRESENTS KNOWLEDGE BASED UPON
INFORMATION PROVIDED BY THE OWNER BUT WITHOUT GUARANTEE OF ACCURACY. REPORT
EXISTING CONDITIONS THAT VARY FROM THOSE SHOWN ON THE CONTRACT DOCUMENTS TO THE
OWNER’S REPRESENTATIVE. DO NOT DEVIATE FROM THE CONTRACT DOCUMENTS WITHOUT WRITTEN
DIRECTION FROM THE OWNER’S REPRESENTATIVE.
9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO EXISTING CONSTRUCTION WHILE
PERFORMING WORK. THE CONTRACTOR SHALL PROPERLY REINSTATE EXISTING FINISHES,
FIREPROOFING OR ITEMS THAT ARE REMOVED OR DAMAGED WHILE PERFORMING WORK.
10. ALL CONSTRUCTION SHALL CONFORM TO THE MORE RESTRICTIVE OF THE FOLLOWING CODES, THE
MOST RECENT EDITIONS OF THE STANDARDS ADOPTED BY THE AUTHORITY HAVING JURISDICTION AS
REFERENCED THROUGHOUT THE STRUCTURAL GENERAL NOTES, AND THE FOLLOWING DESIGN
CRITERIA:
11. BUILDING CODE: 2018 INTERNATIONAL BUILDING CODE WITH LOCAL AMENDMENTS
12. DESIGN DEAD LOADS: SELF-WEIGHT OF MATERIALS AND SYSTEMS
13. DESIGN LIVE LOADS (REDUCIBLE WHERE ALLOWED PER BUILDING CODE):
ROOF: 20 PSF (FROM ORIGINAL CONSTRUCTION DOCUMENTS)
14. THE EXISTING CONSTRUCTION SHOWN ON THESE DRAWINGS IS PROVIDED FOR REFERENCE ONLY.
EXISTING CONSTRUCTION SHALL BE VERIFIED IN THE FIELD PRIOR TO FABRICATION AND ERECTION OF ALL
NEW CONSTRUCTION.
15. ANY EXISTING FINISHES REMOVED OR DAMAGED TO ACCOMPLISH ANY STRUCTURAL MODIFICATIONS
SHALL BE REINSTATED AT THE COMPLETION OF MODIFICATION WORK, TYPICAL UNLESS NOTED
OTHERWISE.
16. ANY STRUCTURAL STEEL OR REINFORCING BARS THAT HAVE BEEN CUT AND GROUND FLUSH WITH A
CONCRETE SURFACE SHALL BE FINISHED WITH EPOXY PAINT.
17. ALL STRUCTURAL STEEL SHALL BE FABRICATED BY A FABRICATOR WITH ONE OF THE FOLLOWING
MINIMUM QUALIFICATIONS AND BE APPROVED BY AUTHORITY HAVING JURISDICTION (AHJ).
QUALIFICATIONS SHALL BE IN EFFECT AT TIME OF BID.
INTERNATIONAL ACCREDITATION SERVICE, INC. (IAS) APPROVED FABRICATOR
AISC CERTIFIED BUILDING FABRICATOR (BU)
AHJ CERTIFIED FABRICATOR
18. STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED AND ERECTED IN ACCORDANCE WITH AISC
360 “SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS” AND AISC 303 “CODE OF STANDARD
PRACTICE FOR STEEL BUILDINGS AND BRIDGES” USING LOAD AND RESISTANCE FACTOR DESIGN (LRFD).
19. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING DESIGNATED ASTM STANDARDS:
ANGLES: ASTM A 36
20. MASONRY ADHESIVE ANCHORS TO BE INSTALLED IN GROUT-FILLED CONCRETE BLOCK SHALL BE HILTI
HIT-HY 270 ADHESIVE ANCHORAGE SYSTEMS (ICC-ES ESR-4143), SIMPSON SET-XP ADHESIVE ANCHORAGE
SYSTEMS (IAPMO-UES ER-265), DEWALT AC100+GOLD ADHESIVE ANCHORAGE SYSTEMS (ICC-ES ESR-3200)
OR APPROVED EQUAL. THREADED RODS USED IN ADHESIVE ANCHORAGE SYSTEMS SHALL MEET THE
REQUIREMENTS OF ASTM A193, GRADE B7. REINFORCING BARS USED IN ADHESIVE ANCHORAGE
SYSTEMS SHALL BE ASTM A615, GRADE 60 REINFORCING BARS. REMOVE GREASE, OIL, RUST, AND OTHER
LAITANCE FROM RODS AND DOWELS PRIOR TO INSTALLATION.
21. ALL POST-INSTALLED ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER’S
INSTALLATION INSTRUCTIONS AND THE APPLICABLE ICC EVALUATION SERVICES REPORT.
22. ALL MASONRY CONSTRUCTION SHALL BE IN ACCORDANCE WITH TMS ACI 530 "BUILDING CODE
REQUIREMENTS FOR MASONRY STRUCTURES" AND ACI 530.1 "SPECIFICATION FOR MASONRY
STRUCTURES".
23. DESIGN MASONRY ASSEMBLAGE STRENGTH F’m = 2000 PSI. NET AREA COMPRESSIVE STRENGTH
OF CONCRETE MASONRY UNITS SHALL BE A MINIMUM OF 2000 PSI.
24. GROUT SHALL CONFORM TO ASTM C476. THE ADDITIONS OF ADMIXTURES IN THE FIELD IS NOT
PERMITTED. GROUT SHALL ATTAIN A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 2000 PSI. MORTAR
SHALL BE TYPE S CONFORMING TO ASTM C270 AND WITH PROPORTIONS PER TABLE SC-1 OF ACI
530-11.
25. ALL GROUT SHALL BE MECHANICALLY VIBRATED. GROUT POURS SHALL BE STOPPED 1-1/2 INCHES
BELOW THE TOP OF A COURSE TO FORM A KEY AT POURED JOINTS.
26. PROVIDE CLEANOUTS IF GROUT POUR EXCEEDS 5’-0” IN HEIGHT. IF CLEANOUTS ARE PROVIDED,
GROUT POUR MAXIMUM HEIGHT EQUALS 10’-0”, IN LIFTS NOT TO EXCEED 6’-0”.
27. REINFORCEMENT SHALL BE DEFORMED BARS CONFORMING TO ASTM A615/A615M, GRADE 60 AND
SHALL HAVE FABRICATION TOLERANCES IN ACCORDANCE WITH ACI 315. SHOP FABRICATE
REINFORCING BARS WHICH ARE INDICATED TO BE BENT OR HOOKED.
28. VERTICAL REINFORCEMENT SIZE AND SPACING AS SHOWN ON PLAN AND IN MASONRY WALL
SCHEDULE WITH ONE BAR MINIMUM AT ALL CORNERS, INTERSECTIONS, WALL ENDS, BEAM BEARING,
JAMBS, AND EACH SIDE OF CONTROL JOINTS. TIE AT 8’-0” VERTICALLY WITH SINGLE WIRE LOOP TIE BY
A.A. PRODUCTS COMPANY. UNLESS NOTED OTHERWISE, LAP SPLICES SHALL BE PER LAP SPLICE
SCHEDULE.
29. THE OWNER SHALL EMPLOY SPECIAL INSPECTORS, QUALIFIED TO THE SATISFACTION OF THE
BUILDING OFFICIAL, WHO SHALL PROVIDE SPECIAL INSPECTIONS DURING CONSTRUCTION FOR THE
WORK INDICATED BY THE SPECIAL INSPECTIONS TABLES ON THE APPROVED DESIGN DRAWINGS.
30. SPECIAL INSPECTIONS AND ASSOCIATED TESTING SHALL BE PERFORMED BY AN APPROVED
ACCREDITED INDEPENDENT AGENCY. INSPECTORS FOR EACH SYSTEM AND MATERIAL SHALL BE
INTERNATIONAL CODE COUNCIL (ICC) CERTIFIED OR OTHERWISE APPROVED BY THE BUILDING OFFICIAL.
31. THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK ASSIGNED FOR CONFORMANCE TO THE
APPROVED DESIGN DRAWINGS AND SPECIFICATIONS.
32. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDING OFFICIAL,
CONTRACTOR, OWNER, AND ENGINEER OF RECORD. ALL DISCREPANCIES SHALL BE BROUGHT TO THE
IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION, THEN, IF UNCORRECTED, TO THE
PROPER DESIGN AUTHORITY AND TO THE BUILDING OFFICIAL.
33. AT THE CONCLUSION OF CONSTRUCTION, A FINAL REPORT DOCUMENTING REQUIRED SPECIAL
INSPECTIONS AND CORRECTION OF PREVIOUSLY NOTED DISCREPANCIES SHALL BE SUBMITTED.
PROJECT NO:
DATE:
SCALE:
CHECKED BY:
DRAWN BY:
DESIGNED BY:
FILENAME:
NO:
DATE
DRAWING ISSUE DESCRIPTION
NC LICENSE #F-0102
2018, C
SEALS
CLIENT PROJECT INFO
This document is an instrument of service prepared solely for
Kimley-Horn's client and for a particular purpose. Any other
use or reliance is without liability to Kimley-Horn.
SUITE 300
7740 NORTH 16TH STREET
PHOENIX, AZ 85020
PHONE: 602.944.5500
As indicated
11/4/2022 10:33:10 AM
BIM 360://115_Glendale/291811084 Bead Annex_R21.rvt
S1.0
MD
BEAD
RENOVATION
JM
CB
202169
11/04/2022
CONSTRUCTION DOCUMENTS
FRAMING PLAN
5750 W Glenn Drive
Glendale, AZ 85301
HOLLY STREET
STUDIO
1/8" = 1'-0"
EXISTING ROOF FRAMING PLAN
NOT TO SCALE
S1.0
291811084
1
ELEVATION - STEEL ANGLE LINTEL AT EXISTING MASONRY WALL
GENERAL NOTES
1
EXISTING MASONRY CONTROL JOINT.
2
MECHANICAL UNIT TO REPLACE EXISTING UNIT.
3
EXISTING PLYWOOD OVER OPEN WEB TRUSSES OR TJI JOISTS.
4
EXISTING WOOD STUD BEARING WALL.
5
EXISTING MASONRY WALL.
K E Y E D N O T E S
11/4/2022
X
HP
HORSEPOWER
HP
HEAT PUMP
IN.
INCHES
INV. ELEV.
INVERT ELEVATION
KVA
KILOVOLT-AMPERE
KW
KILOWATT
KWH
KILOWATT HOUR
LBS
POUNDS
MAX.
MAXIMUM
MIN.
MINIMUM
N/A
NON APPLICABLE
NC
NOISE CRITERIA
N.O.
NORMALLY OPEN
NIC
NOT IN CONTRACT
OBD
OPPOSED BLADE DAMPER
P.O.C.
POINT OF CONNECTION
PRV
PRESSURE REDUCING VALVE
PSI
POUNDS PER SQUARE INCH
QTY.
QUANTITY
RA
RETURN AIR
RPM
REVOLUTIONS PER MINUTE
SA
SUPPLY AIR
SOV
SHUT-OFF VALVE
STR.
STRAINER WITH HOSE END VALVE
TEMP
TEMPERATURE
TSTAT
THERMOSTAT
TYP.
TYPICAL
UP
RISER UP
U.N.O.
UNLESS NOTED OTHERWISE
VAV
VARIABLE AIR VOLUME
WB
WET BULB
N.C.
NORMALLY CLOSED
NTS
NOT TO SCALE
OSA / O.A.
OUTSIDE AIR
M
T
XX
MECHANICAL LEGEND
DUCTWORK SYMBOLS
PIPING SYMBOLS
SINGLE DOUBLE
DESCRIPTION
DESCRIPTION
SYMBOL
RECTANGULAR DUCT
ROUND DUCT
TAP FOR BRANCH (RECTANGULAR DUCT)
TAP FOR BRANCH (ROUND DUCT)
90 DEG. ELBOW W/ TURNING VANES
CURVED ELBOW - MIN. RADIUS R=1.5xWIDTH
FLEXIBLE DUCT CONNECTION
SUPPLY DIFFUSER
RETURN GRILLE
EXHAUST GRILLE
THERMOSTAT / TEMPERATURE SENSOR
HUMIDISTAT / HUMIDITY SENSOR
SENSOR
RECTANGULAR DUCT RISE
RECTANGULAR DUCT DROP
ROUND DUCT RISE
ROUND DUCT DROP
COMBINATION FIRE AND SMOKE DAMPER
FIRE DAMPER
BALANCING DAMPER
MOTORIZED DAMPER
RISER UP
RISER DOWN
BREAK
CONDENSATE DRAIN LINE
CD
FLOW ARROW
POINT OF CONNECTION
Ø
ROUND, DIAMETER
EQUIPMENT TAG
CHILLED WATER SUPPLY
CHWS
CHILLED WATER RETURN
CONDENSER WATER SUPPLY
CONDENSER WATER RETURN
HEATING WATER SUPPLY
HEATING WATER RETURN
CHWR
CWS
CWR
HWS
HWR
PUMP
REDUCER, CONCENTRIC
REDUCER, ECCENTRIC STRAIGHT INVERT
REDUCER, ECCENTRIC STRAIGHT CROWN
FLOW ARROW
PIPE CAP
VALVE
BALL VALVE
BUTTERFLY VALVE
GATE VALVE
2-WAY CONTROL VALVE
CHECK VALVE
PRESSURE REDUCING VALVE
STRAINER WITH HOSE END VALVE
BALANCE VALVE & FLOW METER ORIFICE (I.E. CIRCUIT SETTER)
MANUAL AIR VENT
FLEXIBLE PIPE CONNECTOR
PLUG VALVE
UNION
THERMOMETER WITH THERMOWELL
PRESSURE GAUGE WITH COCK
CIRCUIT SETTER
CALIBRATED BALANCING / SHUTOFF VALVE
AIR VENT, AUTOMATIC
AIR VENT, MANUAL
AV
MV
S
AIR SEPARATOR
PS
PRESSURE SWITCH
PRESSURE RELIEF VALVE
THROUGH WALL / GROUND
SUCTION DIFFUSER
MOTORIZED BUTTERFLY VALVE
2018 IECC MANDATORY REQUIREMENTS
MECHANICAL GENERAL NOTES
ABBREVIATIONS
ABBR
DESCRIPTION
AFF
ABOVE FINISHED FLOOR
BD
BALANCING DAMPER
BD
BACKDRAFT DAMPER
BHP
BRAKE HORSEPOWER
BTU
BRITISH THERMAL UNIT
BTUH
BRITISH THERMAL UNIT PER HOUR
CD
CONDENSATE DRAIN LINE
CFM
CUBIC FEET PER MINUTE
CONT.
CONTINUATION, CONTINUOUS, CONTINUED
DB
DRY BULB
DIA
ROUND, DIAMETER
DN
RISER DOWN
EA
EXHAUST AIR
ENT
ENTERING
°F
DEGREES FAHRENHEIT
FCU
FAN COIL UNIT
FD
FIRE DAMPER
FPM
FEET PER MINUTE
FPS
FEET PER SECOND
FSD
COMBINATION FIRE AND SMOKE DAMPER
FT.
FEET
GA
GAUGE
GAL
GALLON
GPH
GALLONS PER HOUR
GPM
GALLONS PER MINUTE
T
H
S
1.
THE CONTRACTOR SHALL DO ALL NECESSARY CUTTING OF WALLS AND CEILING.
2.
NO STRUCTURAL MEMBER SHALL BE CUT WITHOUT PERMISSION FROM THE
ARCHITECT/STRUCTURAL ENGINEER.
3.
PATCH AROUND ALL OPENINGS TO MATCH EXISTING CONSTRUCTION.
4.
DUCTWORK CONSTRUCTION AND INSTALLATION INCLUDING SHEET METAL GAUGES,
REINFORCEMENT, JOINT SEALING, AIR LEAKAGE AND DETAILS NOT SPECIFICALLY SHOWN ON
DRAWINGS SHALL BE IN ACCORDANCE WITH 2018 IMC DUCT CONSTRUCTION STANDARDS.
5.
INSULATION CONTRACTOR SHALL TAPE ALL JOINTS AND SEAMS ON THE DUCT INSULATION WRAP
(INCLUDING NEW AND EXISTING INSULATION) TO MAINTAIN A CONSTANT VAPOR BARRIER.
6.
ALL MATERIALS EXPOSED WITHIN DUCTS OR PLENUMS SHALL HAVE A FLAME-SPREAD INDEX OF
NOT MORE THAN 25 AND A SMOKE-DEVELOPED RATING OF NOT MORE THAN 50 WHEN TESTED IN
ACCORDANCE WITH THE TEST FOR SURFACE BURNING CHARACTERISTICS OF BUILDING
MATERIALS PER 2018 IMC 602.2.
7.
CONTRACTOR SHALL PROVIDE DAMPERS WHERE NOT SHOWN TO PROVIDE PROPER BALANCING
OF SYSTEM.
8.
TURNING VANES SHALL BE INSTALLED IN ALL MITERED ELBOWS.
9.
ALL DUCT DIMENSIONS ARE "CLEAR" INSIDE DIMENSIONS.
10.
LIGHTING & SPRINKLER HEADS TAKE PRECEDENCE OVER DIFFUSER LOCATION. CONTRACTOR
SHALL MAKE NECESSARY ADJUSTMENTS TO DIFFUSERS TO AVOID ANY CONFLICT WITH LIGHTING
LAYOUT & SPRINKLER HEADS. COORDINATE ALL LOCATIONS WITH ARCHITECT.
11.
ALL ROUND RUNOUTS SERVING DIFFUSERS SHALL BE SAME SIZE AS NECK DIAMETER.
12.
ALL THERMOSTATS/TEMPERATURE SENSORS ARE TO BE MOUNTED AT A HEIGHT OF 48" ABOVE
THE FLOOR LEVEL FOR DISABLED ACCESS. CONTRACTOR TO COORDINATE ALL FINAL
THERMOSTAT/TEMPERATURE SENSOR LOCATIONS WITH OWNER & ARCHITECT PRIOR TO ROUGH-
IN.
13.
THE MECHANICAL CONTRACTOR IS TO FIELD VERIFY EXACT LOCATION OF ALL EQUIPMENT PRIOR
TO SUBMITTING BID. LOCATIONS OF EQUIPMENT SHOWN ON DRAWINGS ARE APPROXIMATE.
UNITS SHALL BE RELOCATED TO PROVIDE NECESSARY CLEARANCES FOR STRUCTURAL
MEMBERS, PLUMBING, FIRE PROTECTION, ELECTRICAL, DEMISING WALLS, HARD CEILINGS, ETC.
14.
TEMPORARY FILTERS SHALL BE INSTALLED ON ALL RETURN AIR OPENINGS IN SPACE DURING
CONSTRUCTION.
15.
HANGERS FOR SHEET METAL DUCTWORK SHALL BE INSTALLED AS REQUIRED PER IMC 2018
SECTION 603.10. REFERENCE SMACNA HVAC DUCT STANDARDS.
16.
SMOKE DETECTORS ASSOCIATED WITH SMOKE DAMPERS AND HVAC SHUTOFFS
SHALL BE TESTED BY AN APPROVED TESTING AGENCY OR A QUALIFIED THIRD PARTY
SPECIAL INSPECTOR. THE SPECIAL INSPECTOR / TESTING AGENCY SHALL BE AN
INDEPENDENT THIRD PARTY INDIVIDUAL OR FIRM AND SHALL NOT BE THE INSTALLING
CONTRACTOR. IF A SPECIAL INSPECTION IS REQUIRED, A PROFESSIONAL ENGINEER
SHALL SUBMIT A FINAL SIGNED AND SEALED REPORT TO THE MECHANICAL INSPECTOR
PRIOR TO CITY ISSUANCE OF FINAL INSPECTION APPROVAL OR OCCUPANCY
APPROVAL, INCLUDING CONDITIONAL OCCUPANCY APPROVAL.
17.
CONTRACTOR TO COORDINATE ALL MECHANICAL, PLUMBING AND ELECTRICAL WORK
WITH CEILING HEIGHTS. CONTACT ENGINEER WITH ANY DISCREPANCIES PRIOR TO
INSTALLATION OF ANY EQUIPMENT.
18.
WHERE WALLS ABOVE THE CEILING ARE BEING EXTENDED TO THE DECK.
CONTRACTOR SHALL PROVIDE MINIMUM OF ONE 18"x18" OPENING WITH SOUND BOOT
IN THE WALL ABOVE THE CEILING FOR RETURN PURPOSES. ADDITIONAL OPENINGS TO
BE ADDED AS REQUIRED TO MAINTAIN MAXIMUM OF 500 FPM RETURN AIR VELOCITY.
19.
ALL WIRING AND DUCTWORK ABOVE CEILING TO BE PLENUM RATED PER 2018 IMC
602.2.1.
20.
CONTRACTOR SHALL PROVIDE CONDENSATE PUMPS IF REQUIRED TO MEET SLOPE OF
CONDENSATE DRAIN EQUAL TO LITTLE GIANT MODEL VCMA-20UL.
21.
PROVIDE ACCESS PANELS OR DOORS IN HARD CEILINGS OR INACCESSIBLE
CEILINGS/CHASES FOR ALL VALVES, TRAPS, DAMPERS, CONTROLS, EQUIPMENT
ACCESS, ETC. CONTRACTOR SHALL GROUP EQUIPMENT ABOVE CEILING TOGETHER
TO MINIMIZE ACCESS PANELS. ACCESS PANELS SHALL BE LARGE ENOUGH TO REMOVE
EQUIPMENT FOR REPLACEMENT. COORDINATE ALL ACCESS PANELS WITH ARCHITECT
PRIOR TO ANY INSTALLATION.
22.
CONTRACTOR SHALL ENSURE THAT ALL EXISTING MECHANICAL EQUIPMENT IS IN
SATISFACTORY WORKING CONDITION SO HE MAY MAKE PROVISION IN HIS BID TO
ACCOMMODATE ANY REPLACEMENTS REQUIRED. INSTALL NEW FILTERS ON EXISTING
EQUIPMENT TO MATCH EXISTING FOLLOWING COMPLETION OF CONSTRUCTION.
23.
CONTRACTOR SHALL COMB FINS AND CLEAN COILS ON EXISTING A/C EQUIPMENT IN
PROJECT AREA.
24.
ALL JOINTS, LONGITUDINAL AND TRANSVERSE SEAMS AND CONNECTIONS IN
DUCTWORK, SHALL BE SECURELY FASTENED AND SEALED WITH WELDS, GASKETS,
MASTICS (ADHESIVES), MASTIC-PLUS-EMBEDDED-FABRIC SYSTEMS, LIQUID SEALANTS
OR TAPES. TAPES AND MASTICS USED TO SEAL DUCTWORK SHALL BE LISTED AND
LABELED IN ACCORDANCE WITH UL 181A OR UL 181B. DUCT CONNECTIONS TO
FLANGES OF AIR DISTRIBUTION SYSTEM EQUIPMENT SHALL BE SEALED AND
MECHANICALLY FASTENED. UNLISTED DUCT TAPE IS NOT PERMITTED AS A SEALANT
ON ANY METAL DUCTS.
HEATING AND COOLING EFFICIENCIES (IECC C403.3):
-ALL EQUIPMENT AND SYSTEMS HAVE BEEN SIZED TO BE NO GREATER THAN NEEDED TO MEET CALCULATED LOADS. (IECC C403.3.1)
-EQUIPMENT SHALL MEET THE MINIMUM EFFICIENCY REQUIREMENTS OF TABLES C403.3.2(1) - C403.3.2(9). (IECC C403.3.2)
HEATING AND COOLING SYSTEM CONTROLS (IECC C403.4):
-THE SUPPLY OF HEATING AND COOLING ENERGY TO EACH ZONE SHALL BE CONTROLLED BY INDIVIDUAL THERMOSTATIC CONTROLS CAPABLE OF RESPONDING TO TEMPERATURE
WITHIN THE ZONE. WHERE HUMIDIFICATION OR DEHUMIDIFICATION OR BOTH IS PROVIDED, AT LEAST ONE HUMIDITY CONTROL DEVICE SHALL BE PROVIDED FOR EACH HUMIDITY
CONTROL SYSTEM. (IECC. C403.4.1).
-WHEN CONTROLLING BOTH HEATING AND COOLING, THERMOSTATIC CONTROLS SHALL PROVIDE A TEMPERATURE RANGE OR DEADBAND OF AT LEAST 5°F WITHIN WHICH THE
SUPPLY OF HEATING AND COOLING ENERGY TO THE ZONE IS CAPABLE OF BEING SHUT OFF OR REDUCED TO A MINIMUM, WITH EXCEPTION TO THERMOSTATS WITH MANUAL
CHANGEOVER (IECC C403.4.1.2).
-ZONES WITH SEPARATE HEATING AND COOLING CONTROLS SHALL BE CONFIGURED TO PREVENT THE HEATING SETPOINT FROM EXCEEDING THE COOLING SETPOINT AND TO
MAINTAIN THE A DEADBAND (IECC C403.4.1.3)
-EACH ZONE SHALL BE PROVIDED WITH THERMOSTATIC SETBACK CONTROLS THAT ARE CONTROLLED BY EITHER AN AUTOMATIC TIME CLOCK OR PROGRAMMABLE CONTROL
SYSTEM, WITH EXCEPTION TO ZONES OPERATED CONTINUOUSLY AND ZONES WITH FULL LOADS NOT EXCEEDING 6,800 BTU/H WITH A READILY ACCESSIBLE MANUAL SHUTOFF
SWITCH (IECC C403.4.2). SETBACK CONTROLS SHALL HAVE THE CAPABILITY TO SET BACK OR TEMPORARILY OPERATE THE SYSTEM DOWN TO 55°F OR UP TO 85°F (IECC C403.4.2.1).
AUTOMATIC TIME CLOCK OR PROGRAMMABLE CONTROLS SHALL BE CAPABLE OF STARTING AND STOPPING THE SYSTEM FOR SEVEN DIFFERENT DAILY SCHEDULES PER WEEK AND
RETAINING THEIR PROGRAMMING AND TIME SETTING DURING A LOSS OF POWER FOR AT LEAST 10 HOURS. ADDITIONALLY, THE CONTROLS SHALL HAVE A MANUAL OVERRIDE THAT
ALLOWS TEMPORARY OPERATION OF THE SYSTEM FOR UP TO 2 HOURS (IECC C403.4.2.2). AUTOMATIC START CONTROLS SHALL BE PROVIDED FOR EACH HVAC SYSTEM. THE
CONTROLS SHALL BE CAPABLE OF AUTOMATICALLY ADJUSTING THE DAILY START TIME OF THE HVAC SYSTEM IN ORDER TO BRING EACH SPACE TO THE DESIRED OCCUPIED
TEMPERATURE IMMEDIATELY PRIOR TO SCHEDULED OCCUPANCY (IECC C403.4.2.3).
ECONOMIZERS (IECC C403.5):
-FAULT DETECTION AND DIAGNOSTICS INSTALLED WITH AIR-COOLED UNITARY DX UNITS HAVING ECONOMIZERS (IECC C403.5.5)
VENTILATION AND EXHAUST SYSTEMS (IECC C403.7):
-DEMAND CONTROL VENTILATION REQUIREMENTS FOR THIS PROJECT ARE EXEMPT. SYSTEMS DO NOT SERVE SPACES LARGER THAN 500 SQUARE FEET AND WITH AN AVERAGE
OCCUPANT LOAD OF 25 PEOPLE PER 1000 SQUARE FEET OF FLOOR AREA, DO NOT INCLUDE AIR SIDE ECONOMIZERS, AUTO MODULATING AIR DAMPER CONTROL, OR DESIGN
OUTDOOR AIRFLOW GREATER THAN 3,000 CFM. (IECC C403.7.1).
FANS AND FAN CONTROLS (IECC C403.8):
-HVAC FAN SYSTEMS WHERE TOTAL SYSTEM MOTOR NAMEPLATE HP EXCEEDING 5 HP AT DESIGN CONDITIONS DO NOT EXCEED THE ALLOWABLE FAN SYSTEM MOTOR NAMEPLATE
HP (OPTION 1) OR FAN SYSTEM BHP (OPTION 2), INCLUDING SUPPLY FANS, EXHAUST FANS, RETURN/RELIEF FANS AND FAN-POWERED TERMINAL UNITS. (IECC. C403.8.1).
-FOR EACH FAN, THE SELECTED MOTOR SHALL NOT BE LARGER THAN THE FIRST AVAILABLE MOTOR SIZE GREATER THAN THE FOLLOWING: FOR FANS LESS THAN 6.0 BHP, 1.5 TIMES
THE FAN BHP. FOR FANS 6.0 BHP AND LARGER, 1.3 TIMES THE FAN BHP. SYSTEMS COMPLYING WITH C403.8.1 OPTION 1 (IECC C403.8.2)
-FANS SHALL HAVE A FAN EFFICIENCY GRADE (FEG) >= 67.0 THE TOTAL EFFICIENCY OF THE FAN AT THE DESIGN POINT OF OPERATION <= 15% OF MAXIMUM TOTAL EFFICIENCY OF
THE FAN (IECC C403.8.3)
-MOTORS FOR FANS THAT ARE NOT LESS THAN 1/12 HP AND LESS THAN 1.0 HP ARE ELECTRONICALLY COMMUNICATED MOTORS (ECM) OR HAVE A MINIMUM MOTOR EFFICIENCY OF
70%. THESE MOTORS HAVE THE MEANS TO ADJUST MOTOR SPEED (IECC C403.8.4)
CONSTRUCTION OF HVAC SYSTEM ELEMENTS (IECC C403.11):
-ALL SUPPLY AND RETURN DUCTS AND PLENUMS SHALL BE INSULATED WITH A MINIMUM OF R-6 INSULATION AND WITH A MINIMUM OF R-8 INSULATION FOR ANY DUCTWORK OUTSIDE
THE BUILDING. **USE R-8 BETWEEN DUCTS AND BUILDING EXTERIOR WHEN DUCTS ARE PART OF THE BUILDING ASSEMBLY. (IECC C403.11.1).
-DUCTWORK SHALL BE CONSTRUCTED AND ERECTED IN ACCORDANCE WITH THE INTERNATIONAL MECHANICAL CODE. (IECC C403.11.2)
-LOW PRESSURE DUCT SYSTEMS - ALL LONGITUDINAL AND TRANSVERSE JOINTS, SEAMS AND CONNECTIONS OF SUPPLY AND RETURN DUCTS OPERATING AT A STATIC PRESSURE
LESS THAN OR EQUAL TO 2 INCHES W.G. SHALL BE SECURELY FASTENED AND SEALED WITH WELDS, GASKETS, MASTICS (ADHESIVES), MASTIC-PLUS-EMBEDDED-FABRIC SYSTEMS,
OR TAPES INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. PRESSURE CLASSIFICATIONS SPECIFIC TO THE DUCT SYSTEM SHALL BE
CLEARLY INDICATED ON THE CONSTRUCTION DOCUMENTS IN ACCORDANCE WITH THE INTERNATIONAL MECHANICAL CODE. (IECC C403.11.2.1).
-MEDIUM PRESSURE DUCT SYSTEMS - ALL DUCTS AND PLENUMS DESIGNED TO OPERATE AT A STATIC PRESSURE GREATER THAN 2 INCHES W.G. BUT LESS THAN 3 INCHES W.G.
SHALL BE INSULATED AND SEALED IN ACCORDANCE WITH SECTION C403.2.9. PRESSURE CLASSIFICATIONS SPECIFIC TO THE DUCT SYSTEM SHALL BE CLEARLY INDICATED ON THE
CONSTRUCTION DOCUMENTS IN ACCORDANCE WITH THE INTERNATIONAL MECHANICAL CODE. (IECC C403.11.2.2).
-ALL PIPING SERVING AS PART OF A HEATING OR COOLING SYSTEM SHALL BE THERMALLY INSULATED. (IECC C403.11.3)
REFRIGERANT VAPOR (SUCTION) PIPES (40-60 DEGREES):
MIN. .5" INSULATION FOR PIPES LESS THAN 1.5"
-PIPING INSULATION EXPOSED TO THE WEATHER SHALL BE PROTECTED FROM DAMAGE, INCLUDING THAT CAUSED BY SUNLIGHT, MOISTURE, EQUIPMENT MAINTENANCE AND WIND,
AND SHALL PROVIDE SHIELDING FROM SOLAR RADIATION THAT CAN CAUSE DEGRADATION OF THE MATERIAL. ADHESIVE TAPE SHALL NOT BE PERMITTED (IECC C403.11.4)
MAINTENANCE INFORMATION AND SYSTEM COMMISSIONING (IECC C408):
-BUILDING OPERATIONS AND MAINTENANCE DOCUMENTS SHALL BE PROVIDED TO THE BUILDING OWNER. DOCUMENTS SHALL COVER MANUFACTURERS' INFORMATION,
SPECIFICATIONS, PROGRAMMING PROCEDURES AND MEANS OF ILLUSTRATING TO OWNER HOW BUILDING, EQUIPMENT AND SYSTEMS ARE INTENDED TO BE INSTALLED,
MAINTAINED, AND OPERATED (IECC C408.1.1)
-COMMISSIONING REQUIREMENTS FOR THIS PROJECT IS EXEMPT. TOTAL MECHANICAL SYSTEM CAPACITY IS LESS 480,000 BTU/H COOLING CAPACITY AND 600,000 BTU/H HEATING
CAPACITY. (IECC C408.2, EXCEPTION #1).
-HVAC SYSTEMS SHALL BE BALANCED IN ACCORDANCE WITH GENERALLY ACCEPTED ENGINEERING STANDARDS. AIR AND WATER FLOW RATES SHALL BE MEASURED AND
ADJUSTED TO DELIVER FINAL FLOW RATES WITHIN THE TOLERANCES PROVIDED IN THE SPECIFICATIONS. TEST AND BALANCE ACTIVITIES SHALL INCLUDE AIR SYSTEM AND
HYDRONIC SYSTEM BALANCING. (IECC C408.2.2). EACH SUPPLY AIR OUTLET AND ZONE TERMINAL DEVICE SHALL BE EQUIPPED WITH MEANS FOR AIR BALANCING IN ACCORDANCE
WITH THE REQUIREMENTS OF CHAPTER 6 OF THE INTERNATIONAL MECHANICAL CODE. (IECC C408.2.2.1).
-THE FOLLOWING DOCUMENTS SHALL BE PROVIDED TO THE BUILDING OWNER WITHIN 90 DAYS OF THE DATE OF RECEIPT OF THE CERTIFICATE OF OCCUPANCY: SYSTEM
BALANCING REPORT (IECC C408.2.5.1).
2018 IECC PRESCRIPTIVE REQUIREMENTS
ECONOMIZERS (IECC C403.5):
-ECONOMIZER SYSTEMS SHALL BE INTEGRATED WITH THE MECHANICAL COOLING SYSTEM AND BE CONFIGURED TO PROVIDE PARTIAL COOLING EVEN WHERE ADDITIONAL
MECHANICAL COOLING IS REQUIRED TO PROVIDE THE REMAINDER OF THE COOLING LOAD (IECC C403.5.1)
-HVAC SYSTEM DESIGN AND ECONOMIZER CONTROL SHALL BE SUCH THAT ECONOMIZER OPERATION DOES NOT INCREASE THE BUILDING HEATING ENERGY USE DURING NORMAL
OPERATION (IECC 403.5.2).
-AIR ECONOMIZER SYSTEMS SHALL BE CAPABLE OF MODULATING OUTDOOR AIR AND RETURN AIR DAMPERS TO PROVIDE UP TO 100 PERCENT OF THE DESIGN SUPPLY AIR QUANTITY
AS OUTDOOR AIR FOR COOLING (IECC C403.5.3.1). ECONOMIZER DAMPERS SHALL BE CAPABLE OF BEING SEQUENCED WITH THE MECHANICAL COOLING EQUIPMENT AND SHALL NOT
BE CONTROLLED BY ONLY MIXED AIR TEMPERATURE, WITH EXCEPTION TO SYSTEMS CONTROLLED FROM SPACE TEMPERATURE (IECC C403.5.3.2). AIR ECONOMIZERS SHALL BE
CAPABLE OF AUTOMATICALLY REDUCING OUTDOOR AIR INTAKE TO THE DESIGN MINIMUM OUTDOOR AIR QUANTITY WHEN OUTDOOR AIR INTAKE WILL NO LONGER REDUCE COOLING
ENERGY USAGE. REFER TO EQUIPMENT SCHEDULES FOR HIGH-LIMIT SHUTOFF CONTROL TYPES AND SETPOINTS (IECC C403.5.3.3). SYSTEMS SHALL BE CAPABLE OF RELIEVING
EXCESS OUTDOOR AIR DURING AIR ECONOMIZER OPERATION TO PREVENT OVER-PRESSURIZING THE BUILDING. THE RELIEF AIR OUTLET SHALL BE LOCATED TO AVOID RE-
CIRCULATION INTO THE BUILDING (IECC C403.5.3.4).
FANS AND FAN CONTROLS (IECC C403.8):
-EACH DX COOLING SYSTEM > 65 KBTU AND CHILLED WATER / EVAPORATIVE COOLING SYSTEMS WITH FANS > 1/4 HP ARE DESIGNED TO VARY THE INDOOR FAN AIRFLOW AS A
FUNCTION OF LOAD AND COMPLY WITH DETAILED REQUIREMENTS OF THIS SECTION (IECC C403.8.5)
XX-#
SIZE
XX-#
CFM
XX-#
CFM
#
XX-#
CFM
SIZE
DIFFUSER TAG LEGEND
GRILLE TAG
DIMENSION
DIFFUSER TAG
AIRFLOW
DIFFUSER TAG
AIRFLOW
QTY
REGISTER TAG
AIRFLOW
DIMENSION
DUCT ANNOTATION LEGEND
RECTANGULAR DUCT
WIDTH x HEIGHT
W x H
ROUND DUCT
DIAMETER
D Ø
FLAT OVAL DUCT
WIDTH / HEIGHT
W / H
MCD
FD
MECHANICAL SHEET INDEX
SHEET
NUMBER
SHEET NAME
M0.0
MECHANICAL LEGEND AND GENERAL NOTES
M0.1
MECHANICAL SPECIFICATIONS + CODE COMPLIANCE
M1.0
MECHANICAL SCHEDULES
M2.0
MECHANICAL DEMO PLANS
M3.0
MECHANICAL FLOOR PLANS
M4.0
MECHANICAL DETAILS
M4.1
MECHANICAL DETAILS
R
e
g
i
s
t
e
r
e
d
P
r
o
f
e
s
s
i
o
n
a
l
E
n
g
i
n
e
e
r
(
M
e
c
h
a
n
i
c
a
l
)
C
E
R
T
I
F
I
C
A
T
E
N
O
.
52328
JONATHON K.
PFANTZ
A
R
I
Z
O
N
A
U.
S.
A.
D
a
t
e
S
i
g
n
e
d
.
.
.
.
.
.
.
.
.
.
.
.
.
.
© 2021 Holly Street Studio, LLC
sheet number
project no.
date
phase
title
1319 E VanBuren St.
Phoenix, AZ 85006
o: 602.258.8555
hollystreetstudio.com
revisions
221065.200
JONATHON PFANTZ
11/03/22
11/4/2022 10:00:57 AM
M0.0
MECHANICAL
LEGEND AND
GENERAL NOTES
CONSTRUCTION
DOCUMENTS
04 NOV 2022
GLENDALE DCRP BEAD
MUSEUM RENOVATION
5750 W Glenn Drive
Glendale, AZ 85301
202169.4
No.
Description
Date
CODE INFORMATION
A.
2018 IBC, 2018 IMC, 2018 IECC, AND AMENDMENTS.
B.
PROJECT LOCATED IN CLIMATE ZONE 2B PER 2018 IECC SECTION C301.
C.
ALL MATERIALS MUST BE PROVIDED AND INSTALLED PER THE REQUIREMENTS OF THE 2018 IECC AND
REQUIREMENTS OF COMCHECK MECHANICAL COMPLIANCE CERTIFICATES.
D.
DESIGN HEATING AND COOLING LOADS FOR THIS SPACE ARE CALCULATED USING CARRIER BLOCK LOAD BASED
ON ASHRAE METHODS.
E.
OUTDOOR AIR VENTILATION PROVIDED AND BASED ON 2018 IMC CHAPTER 4, SECTION 403.3.
F.
ALL ROOFTOP EQUIPMENT SHALL BE PERMANENTLY IDENTIFIED AS TO THE AREA SERVED WITH A RUST PROOF
METAL NAMEPLATE PER 2018 IMC.
G.
DUCT SMOKE DETECTORS REQUIRED BY 2018 IMC SECTION 606 SHALL BE INSTALLED IN THE RETURN AIR DUCT OR
PLENUM UPSTREAM OF ANY FILTERS, EXHAUST AIR CONNECTIONS, OUTDOOR AIR CONNECTIONS, OR
DECONTAMINATION EQUIPMENT AND APPLIANCES. DETECTORS SHALL BE INSTALLED IN ACCORDANCE WITH
SECTION 606.3 AND NFPA 72.
MECHANICAL SPECIFICATIONS
GENERAL REQUIREMENTS
GENERAL PROVISIONS WHICH MAKE SPECIFIC REFERENCE TO ELECTRICAL DIVISION ONLY ARE INCLUDED HEREIN FOR CLARITY
AND SIMPLIFICATION OF SPECIFICATIONS WRITING AND ARE NOT PART OF THE MECHANICAL WORK. THE WORK OF DIVISION 15,
MECHANICAL, IS SUBJECT TO THE CONDITIONS OF THE CONTRACT, DIVISION 1, GENERAL REQUIREMENTS, AND APPLICABLE
REQUIREMENTS OF OTHER PORTIONS OF THE CONTRACT DOCUMENTS. EXAMINE AND BECOME FAMILIAR WITH ALL CONTRACT
DOCUMENTS AND COORDINATE THE MECHANICAL WORK ACCORDINGLY.
INTENT
IT IS THE INTENTION OF THE SPECIFICATIONS AND DRAWINGS TO CALL FOR FINISHED WORK, TESTED AND READY FOR OPERATION.
ANY APPARATUS, APPLIANCE, MATERIAL OR WORK NOT SHOWN ON THE DRAWINGS, BUT MENTIONED IN THE SPECIFICATIONS OR
VICE VERSA, OR ANY INCIDENTAL ACCESSORIES NECESSARY TO MAKE THE WORK COMPLETE AND READY FOR OPERATION, EVEN
IF NOT PARTICULARLY SPECIFIED, SHALL BE PROVIDED WITHOUT ADDITIONAL EXPENSE TO THE OWNER. SHALL THERE APPEAR TO
BE DISCREPANCIES OR QUESTIONS OF INTENT IN THE CONTRACT DOCUMENTS, REFER THE MATTER TO THE ARCHITECT FOR
THEIR DECISION BEFORE ORDERING ANY MATERIALS OR EQUIPMENT OR BEFORE THE START OF ANY RELATED WORK. THE
DECISION OF THE ARCHITECT SHALL BE FINAL, CONCLUSIVE AND BINDING.
DRAWINGS AND DATA
DRAWINGS ARE GENERALLY DIAGRAMMATIC AND ARE INTENDED TO CONVEY SCOPE OF WORK AND TO INDICATE GENERAL
ARRANGEMENT OF EQUIPMENT, DUCTS, CONDUITS, PIPING AND FIXTURES. THEY ARE NOT INTENDED TO SHOW EVERY OFFSET OR
FITTINGS OR EVERY STRUCTURAL DIFFICULTY THAT MAY BE ENCOUNTERED DURING INSTALLATION OF THE WORK. LOCATION OF
ALL ITEMS NOT DEFINITELY FIXED BY DIMENSIONS ARE APPROXIMATE ONLY. EXACT LOCATIONS NECESSARY TO SECURE BEST
CONDITIONS AND RESULTS MUST BE DETERMINED AT THE PROJECT SITE AND SHALL HAVE THE APPROVAL OF ARCHITECT BEFORE
BEING INSTALLED. DO NOT SCALE DRAWINGS. IF SO DIRECTED BY ARCHITECT, WITHOUT EXTRA CHARGE, MAKE REASONABLE
MODIFICATIONS IN LAYOUT AS NEEDED TO PREVENT CONFLICT WITH WORK OF OTHER TRADES OR FOR PROPER EXECUTION OF
WORK. INCLUDE MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT NECESSARY FOR PROPER INSTALLATION AND
OPERATION OF A SYSTEM OR PIECE OF EQUIPMENT IN BID PRICE.
CODES
INCLUDE IN WORK, WITHOUT EXTRA COST TO OWNER, LABOR, MATERIALS, SERVICES, APPARATUS, DRAWINGS (IN ADDITION TO
CONTRACT DRAWINGS AND DOCUMENTS) REQUIRED TO COMPLY WITH APPLICABLE LAWS, ORDINANCES, RULES AND
REGULATIONS. DRAWINGS AND SPECIFICATIONS TAKE PRECEDENCE WHEN THEY ARE MORE STRINGENT THAN CODES,
ORDINANCES, STANDARDS AND STATUTES. CODES, ORDINANCES, STANDARDS AND STATUES TAKE PRECEDENCE WHEN THEY ARE
MORE STRINGENT OR CONFLICT WITH DRAWINGS OR SPECIFICATIONS. FOLLOWING INDUSTRY STANDARDS, SPECIFICATIONS AND
CODES ARE MINIMUM REQUIREMENTS:
A.
APPLICABLE CITY, COUNTY, AND STATE MECHANICAL, ELECTRICAL, GAS, PLUMBING, HEALTH AND SANITARY CODES, LAWS
AND ORDINANCES.
B.
CITY OR OTHER APPLICABLE BUILDING CODES.
C.
2018 INTERNATIONAL MECHANICAL CODE WITH LOCAL AMENDMENTS.
D.
2018 INTERNATIONAL PLUMBING CODE WITH LOCAL AMENDMENTS.
E.
2018 INTERNATIONAL ENERGY CONSERVATION CODE.
F.
2017 NATIONAL ELECTRIC CODE / NFPA-70 WITH AMENDMENTS.
G.
UNDERWRITER'S LABORATORIES, INC. STANDARDS.
H.
AMERICAN NATIONAL STANDARDS INSTITUTE.
I.
AMERICAN SOCIETY FOR TESTING MATERIALS STANDARDS.
J.
STANDARDS AND REQUIREMENTS OF LOCAL UTILITY COMPANIES.
K.
AMERICAN SOCIETY OF MECHANICAL ENGINEERS BOILER AND PRESSURE VESSEL CODES.
REGULATIONS, PERMITS & INSPECTIONS:
COMPLY WITH ALL APPLICABLE CODES, RULES AND REGULATIONS. OBTAIN AND PAY FOR ALL REQUIRED PERMITS AND LICENSES.
WHEN REQUIRED BY CODE, ALL WORK MUST BE INSPECTED AND APPROVED BY LOCAL AUTHORITIES.
GENERAL
MATERIALS AND EQUIPMENT STANDARD PRODUCTS OF A REPUTABLE MANUFACTURER REGULARLY ENGAGED IN MANUFACTURE
OF THE SPECIFIED ITEMS. WHERE MORE THAN ONE UNIT IS REQUIRED OF ANY ITEM, FURNISH BY THE SAME MANUFACTURER,
EXCEPT WHERE SPECIFIED OTHERWISE. INSTALL MATERIAL AND EQUIPMENT IN ACCORDANCE WITH MANUFACTURER'S
RECOMMENDATIONS. SHOULD VARIANCE BETWEEN PLANS AND SPECIFICATIONS OCCUR WITH THESE, CONTACT ARCHITECT
IMMEDIATELY SO THAT VARIATIONS IN INSTALLATION CAN BE KNOWN BY ALL PARTIES CONCERNED. PROVIDE EQUIPMENT FROM
MANUFACTURER WHOSE PRODUCTS HAVE LOCAL REPRESENTATION. SHOP DRAWINGS TO BE SUBMITTED ONE COMPLETE
PACKAGE. INDIVIDUAL SHOP DRAWINGS WILL NOT BE ACCEPTED.
NOTE: COMPLY WITH BUILDING STANDARDS. NOTIFY THE ENGINEER IF STANDARDS ARE IN CONFLICT WITH WHAT APPEARS ON
THESE CONSTRUCTION DOCUMENTS. (PRIOR TO BID)
MECHANICAL CONTRACTOR TO VERIFY AND COORDINATE AVAILABLE VOLTAGE WITH ELECTRICAL CONTRACTOR PRIOR TO
ORDERING EQUIPMENT
EXECUTION
PROTECT EXISTING ACTIVE SERVICES (WATER, SEWER, GAS, ELECTRIC, ETC.), WHEN ENCOUNTERED, AGAINST DAMAGE FROM
CONSTRUCTION WORK.
DO NOT PREVENT OR DISTURB OPERATION OF ACTIVE SERVICES WHICH ARE TO REMAIN. IF WORK MAKES TEMPORARY
SHUTDOWNS OF SERVICES UNAVOIDABLE, CONSULT WITH OWNER AS TO DATES, PROCEDURES, AND ESTIMATED DURATION OF AT
LEAST 10 WORKING DAYS IN ADVANCE OF DATE WHEN WORK IS TO BE PERFORMED. ARRANGE WORK FOR CONTINUOUS
PERFORMANCE TO ASSURE THAT EXISTING OPERATING SERVICES WILL BE SHUT DOWN ONLY DURING THE TIME REQUIRED TO
MAKE NECESSARY CONNECTIONS. IF A SYSTEM CANNOT SHUT DOWN, INSTALL TEMPORARY BYPASSES OR JUMPERS UNTIL
CONNECTIONS ARE COMPLETE. CONTRACTOR IS RESPONSIBLE FOR ALL COSTS INCURRED BY ABOVE SHUTDOWNS, INCLUDING
BYPASS OR JUMPER INSTALLATIONS, FOR WORK PERFORMED UNDER THIS SECTION.
IF EXISTING ACTIVE UTILITY SERVICES ARE ENCOUNTERED WHICH REQUIRE RELOCATION, MAKE REQUEST TO PROPER
AUTHORITIES FOR DETERMINATION OF PROCEDURES. PROPERLY TERMINATE EXISTING SERVICES TO BE ABANDONED IN
CONFORMANCE WITH REQUIREMENTS OF AUTHORITIES. WHERE CONNECTIONS OR DISRUPTIONS ARE MADE TO EXISTING
SYSTEMS, REACTIVATE, REFILL, AND RECHARGE ALL COMPONENTS AND RESTORE SYSTEMS TO OPERATING CONDITIONS AT TIME
OF DISRUPTION.
GUARANTEE
EACH COMPLETE SYSTEM GUARANTEED BY CONTRACTOR FOR A PERIOD OF ONE YEAR, FROM DATE OF ACCEPTANCE OF WORK
BY OWNER IN WRITING, TO BE FREE OF DEFECTS OF MATERIALS AND WORKMANSHIP, AND TO PERFORM SATISFACTORILY UNDER
ALL CONDITIONS OF LOAD OR SERVICE. THE GUARANTEES PROVIDE THAT ANY ADDITIONAL CONTROLS, PROTECTIVE DEVICES, OR
EQUIPMENT BE PROVIDED AS NECESSARY TO MAKE THE SYSTEM OF EQUIPMENT OPERATE SATISFACTORILY, AND THAT ANY
FAULTY MATERIALS OR WORKMANSHIP BE REPLACED OR REPAIRED. ON FAILURE OF GUARANTOR TO DO THE ABOVE AFTER
WRITTEN NOTICE FROM OWNER, THE OWNER MAY HAVE THE WORK DONE AT THE COST OF GUARANTOR. LOSS OF REFRIGERANT
IS CONSIDERED A DEFECT IN WORKMANSHIP AND/OR EQUIPMENT, TO BE CORRECTED AS REQUIRED AT NO EXTRA COST TO THE
OWNER.
EXISTING CONDITIONS:
CONTRACTOR TO VISIT SITE PRIOR TO BID. CONTRACTOR SHALL RELOCATE AS NECESSARY ALL EXISTING ITEMS SUCH AS
DUCTWORK, SPRINKLER PIPING, PLUMBING, CONDUITS, ETC AS REQUIRED TO MAINTAIN ALL EQUIPMENT CLEARANCES.
CONTRACTOR TO PROVIDE A NEAT SKETCH TO ENGINEER SHOWING ANY DEVIATION TO THE CONSTRUCTION DOCUMENTS
REQUIRED DUE TO FIELD CONDITIONS. NO ALLOWANCES WILL BE MADE AFTER THE PROJECT HAS BEEN AWARDED FOR FAILURE
TO VERIFY EXISTING CONDITIONS.
ALL REFERENCES ON THESE DRAWINGS TO EXISTING EQUIPMENT, DUCTWORK, DIFFUSERS, PIPING, ARE FOR REFERENCE ONLY.
CONTRACTOR HAS THE RESPONSIBILITY OF FIELD VERIFYING ALL ITEMS PRIOR TO BID AND INCLUDE IN BID ALL AMOUNT REQUIRED
TO ACCOMMODATE EXISTING CONDITIONS.
SPRINKLER
SPRINKLER CONTRACTOR SHALL MODIFY EXISTING SPRINKLER SYSTEM TO ACCOMMODATE NEW CEILING LAYOUT SEE ARCH
DRAWINGS FOR AREAS OF WORK. MODIFICATIONS SHALL BE PER NFPA 13. PROVIDE SYSTEMS WITH ALL NECESSARY SUPPORTS,
ANCHORS, BRACING AND SUBMIT THE DESIGN TO ARCHITECT FOR REVIEW. COORDINATE NEW EQUIPMENT AND DEVICE
LOCATIONS WITH EXISTING BUILDING CONDITIONS. PREPARE COMPLETE FIRE PROTECTION SHOP DRAWINGS AND CALC'S AND
SUBMIT TO THE ARCHITECT AND AUTHORITIES HAVING JURISDICTION AND RECEIVE APPROVAL PRIOR TO WORK. CONTRACTOR
SHALL PROVIDE PIPING, VALVES, SPRINKLERS, HANGERS AND SUPPORTS FOR A COMPLETE INSTALLATION. VERIFY FINISHES WITH
ARCHITECT. COORDINATE WORK WITH ALL TRADES AND REQUIRED POWER WITH ELECTRICAL CONTRACTOR. COORDINATE
LOCATIONS OF FLOW AND TAMPER SWITCHES, AND SUPERVISORY CIRCUITS WITH THE FIRE ALARM CONTRACTOR. CONTRACTOR
SHALL BE RESPONSIBLE FOR ALL CUTTING/PATCHING. ALL EQUIPMENT SHALL BE UL LISTED OR FM APPROVED. THE DESIGN,
EQUIPMENT, INSTALLATION, TESTING AND MAINTENANCE OF THE FIRE SPRINKLER SYSTEM SHALL BE IN ACCORDANCE WITH THE
REQUIREMENTS IN THE LATEST EDITION OF THE FOLLOWING CODES/STANDARDS: NFPA NO. 13-FIRE SPRINKLER SYSTEMS, UL
LISTINGS, AND LOCAL AUTHORITY HAVING JURISDICTION
AIR CONDITIONING, HEATING AND VENTILATING
SCOPE:
WORK UNDER THIS SECTION INCLUDES FURNISHING ALL LABOR, MATERIALS AND EQUIPMENT NECESSARY FOR THE REMODELING,
INSTALLATION AND PLACING INTO OPERATION THE HEATING, VENTILATING AND AIR CONDITIONING WORK AS SPECIFIED HEREIN
AND INDICATED ON THE DRAWINGS.
VERIFICATION OF DIMENSIONS:
SCALED AND FIGURED DIMENSIONS ARE APPROXIMATE ONLY. BEFORE PROCEEDING WITH WORK, CAREFULLY CHECK AND VERIFY
AT THE SITE EQUIPMENT AND MATERIALS TOGETHER TO ENSURE THEY WILL FIT, CAREFULLY STUDY DRAWINGS AND PREMISES IN
ORDER TO DETERMINE BEST METHODS, EXACT LOCATIONS, ROUTES AND BUILDING OBSTRUCTIONS, PRESERVE HEADROOM, AND
KEEP OPENINGS AND PASSAGEWAYS CLEAR.
CUTTING AND PATCHING:
CUT EXISTING WORK AND PATCH AS NECESSARY TO PROPERLY INSTALL THE NEW WORK. AS THE WORK PROGRESSES, LEAVE
NECESSARY OPENINGS, HOLES, CHASES, ETC. IN THEIR CORRECT LOCATIONS. IF THE REQUIRED OPENINGS, HOLES, CHASES ETC.
ARE NOT IN THEIR CORRECT LOCATIONS, MAKE THE NECESSARY CORRECTIONS AT NO COST TO THE OWNER. AVOID EXCESSIVE
CUTTING AND DO NOT CUT STRUCTURAL MEMBERS WITHOUT CONSENT OF ARCHITECT/ENGINEER.
PATCH AROUND ALL OPENINGS TO MATCH EXISTING CONSTRUCTION.
DUCTWORK:
ALL DUCTWORK AND HANGER FABRICATION SHALL BE INSTALLED AS PER LATEST MECHANICAL CODE REQUIREMENTS AND
SMACNA MANUAL. DUCTWORK SHALL BE CONSTRUCTED OF NEW HOT-DIPPED GALVANIZED SHEET METAL ASTM A-120 FOR EACH
SIDE.
TURNING VANES SHALL BE INSTALLED IN ALL MITERED ELBOWS. TAPE ALL CROSS-JOINTS IN SHEET METAL DUCT WITH HARDCAST.
LOW PRESSURE TAKE-OFF FITTINGS SHALL BE STRAIGHT-SIDED HIGH EFFICIENCY WITH 2" ELEVATED LOCKING QUADRANT
DAMPER. BRANCH DUCT SERVING DIFFUSERS SHALL BE SAME SIZE AS NECK DIAMETER. (MIN)
EXTENSION OF EXISTING DUCTWORK SHALL BE MADE WITH SAME MATERIAL.
FLEXIBLE DUCT:
FLEXIBLE FIBROUS GLASS DUCT SHALL BE FACTORY FABRICATED ASSEMBLY, UL 181 LISTED, COMPOSED OF CLASS I AIR DUCT
MATERIAL COMPLYING WITH NFPA 90A AND 90B. FLEXIBLE DUCT WRAPPED WITH FLEXIBLE GLASS FIBER INSULATION, R-6 MINIMUM,
LINER TO BE CPE LINER BONDED TO HELIX SPRING WIRE. ENCLOSED BY REINFORCED METALIZED FILM VAPOR BARRIER, RATED
FOR MIN. 5000 FPM AND MIN. 10" POS (4-12 ID). ATTACHMENT SHALL BE WITH WORM DRIVE CLAMPS. LENGTH SHALL NOT EXCEED
6'-0".
MANUFACTURER: THERMAFLEX TYPE M-KE, FLEXMASTER 1M
DUCT INSULATION:(LINER AND WRAP)
ALL DUCT INSULATION INSIDE BUILDING SHALL BE R-6 MINIMUM AND MINIMUM R-8 FOR EXTERIOR DUCTWORK.
DUCT SIZES ON DRAWINGS ARE "CLEAR INSIDE." FOR LINED DUCTWORK.
ADHESIVE AND INSULATING MATERIALS SHALL HAVE COMPOSITE FIRE AND SMOKE HAZARD RATINGS MAXIMUM 25 FOR FLAME
SPREAD AND 50 FOR SMOKE DEVELOPED. ADHESIVES SHALL BE WATERPROOF.
ALL SUPPLY AND RETURN AIR DUCTS SHALL BE PROVIDED WITH THE MINIMUM REQUIRED INSULATION THICKNESS TO ACHIEVE
THE INSTALLED R-VALUES LISTED ABOVE.
DUCT LINER:
LINE THE FIRST 12' OF LOW PRESSURE SUPPLY AND RETURN RECTANGULAR DUCTS AFTER PACKAGED ROOFTOP UNITS
INTERNALLY WITH SEMI-RIGID GLASS FIBER INSULATION, 1 1/2 PCF DENSITY, R-6 MINIMUM, WITH EXPOSED INTERNAL SURFACE OF
A THICK, BLACK, FIRE RETARDANT COATING TO BIND FIBERS TIGHTLY AND PROVIDE A SMOOTH AIRFLOW SURFACE. LINER TO BE
RATED FOR 6000 FPM AIR VELOCITY. NRC MIN TO BE .85
MANUFACTURERS: JOHNS MANVILLE "LINACOUSTIC RC", CERTAINTEED "TOUGH GUARD R", KNAUF "ATMOSPHERE" OR OWENS
CORNING "QUIET R".
DUCT WRAP:
PROVIDE DUCTWRAP WITH VAPOR BARRIER ON ALL ROUND DUCTS. DUCT WRAP SHALL BE GLASS FIBER BLANKET INSULATION,
R-6 MINIMUM, WITH FACTORY APPLIED REINFORCED FLAME RETARDANT FOIL VAPOR BARRIER. PROVIDED THE MINIMUM
REQUIRED INSULATION THICKNESS TO ACHIEVE THE INSTALLED R-VALUES LISTED ABOVE. PROVIDE 1.5 PCF DENSITY (TYPE 150).
WRAP ALL FLEXIBLE CONNECTIONS AT MECHANICAL UNITS. WRAP INITIAL 12' OF EXHAUST DUCTS WITH 1.5 PCF DENSITY DUCT
WRAP.
MANUFACTURES: JOHNS MANVILLE "MICROLITE XG", CERTAINTEED "SOFT TOUCH", KNAUF "ATMOSPHERE" OR OWENS CORNING
"SOFT R".
PACKAGED ROOFTOP AIR CONDITIONING / HEAT PUMP UNITS:
ACCEPTABLE MANUFACTURERS ARE CARRIER, TRANE, YORK OR DAIKIN. REFER TO EQUIPMENT SCHEDULE FOR ADDITIONAL
REQUIREMENTS.
EXHAUST FANS:
ACCEPTABLE MANUFACTURERS ARE GREENHECK, COOK AND TWIN CITY. REFER TO EQUIPMENT SCHEDULE FOR ADDITIONAL
REQUIREMENTS.
GRILLES AND DIFFUSERS:
ACCEPTABLE MANUFACTURERS ARE TITUS, PRICE, NAILOR OR KRUEGER. ALL UNITS MUST BE FACTORY FINISHED WITH BORDER
TO MATCH CEILING STYLE. CONFIRM COLOR WITH ARCHITECT. REFER TO EQUIPMENT SCHEDULE FOR ADDITIONAL
REQUIREMENTS.
SMOKE DETECTORS:
SMOKE DETECTORS AND HVAC SHUTOFFS SHALL BE TESTED BY AN APPROVED TESTING AGENCY OR QUALIFIED THIRD PARTY
SPECIAL INSPECTOR. THE SPECIAL INSPECTOR/TESTING AGENCY SHALL BE AN INDEPENDENT THIRD PARTY INDIVIDUAL OR FIRM
AND SHALL NOT BE THE INSTALLING CONTRACTOR. IF A SPECIAL INSPECTION IS REQUIRED, A PROFESSIONAL ENGINEER SHALL
SUBMIT A FINAL SIGNED AND SEALED REPORT TO THE MECHANICAL INSPECTOR PRIOR TO CITY ISSUANCE OF FINAL INSPECTION
APPROVAL OR OCCUPANCY APPROVAL, INCLUDING CONDITIONAL OCCUPANCY APPROVAL PER 2018 IMC (606.1).
REFRIGERANT PIPING:
REFRIGERANT PIPING SHALL BE SIZED AND INSTALLED PER MANUFACTURERS RECOMMENDATIONS. CONTRACTOR SHALL
COORDINATE LOCATIONS OF INDOOR AND OUTDOOR UNITS, AND REFRIGERANT PIPING ROUTING, SO AS NOT TO EXCEED THE
MAXIMUM RECOMMENDED EQUIVALENT LENGTH OF REFRIGERANT PIPING. UPSIZE PIPE AS REQUIRED.
REFRIGERANT PIPING SHALL BE INSULATED WITH MINIMUM 1" THICK FLEXIBLE ELASTOMERIC INSULATION EQUAL TO ARMAFLEX.
WHERE EXPOSED TO OUTDOORS, INSULATION SHALL BE PROTECTED BY HEAVY GAUGE ALUMINUM JACKET.
CONDENSATE PIPING:
CONDENSATE PIPING SHALL BE SLOPED TOWARD DRAIN AT A RATE OF 1/8" PER 12" OF RUN. CONTRACTOR SHALL COORDINATE
EQUIPMENT INSTALLATION TO ACHIEVE REQUIRED SLOPE. CONDENSATE DRAIN PIPING SHALL BE HARD TEMPER COPPER PIPE,
TYPE "DWV" FOR SIZES 2" AND LARGER, TYPE "M" FOR SIZES 1 1/2" AND SMALLER. FITTINGS SHALL BE CAST BRASS OR WROUGHT
COPPER IN LONG SWEEP DRAINAGE PATTERN FOR "DWV" PIPING, LONG RADIUS AND 45 DEGREE WYE PATTERN FOR TYPE "M"
PIPING.
ALL CONDENSATE PIPING SHALL BE INSULATED WITH 3/4" THICK FLEXIBLE ELASTOMERIC INSULATION. THERMAL CONDUCTIVITY AT
75°F. MAXIMUM 0.28 BTU/IN./SQ.FT./DEG. F/HR. AND MAXIMUM WATER VAPOR TRANSMISSION OF 0.1 PERMS.
IDENTIFICATION FOR HVAC PIPING AND EQUIPMENT:
CONTRACTOR SHALL PROVIDE IDENTIFICATION FOR HVAC EQUIPMENT. IDENTIFICATIONS SHALL INCLUDE EQUIPMENT LABELS
AND WARNING SIGNS. LOCATE EQUIPMENT LABELS WHERE ACCESSIBLE AND VISIBLE.
EQUIPMENT LABELS: SHALL BE PLASTIC, MULTILAYER, MULTICOLOR, FOR MECHANICAL ENGRAVING, 1/8 INCH THICK, AND HAVING
PREDRILLED HOLES FOR ATTACHMENT HARDWARE. LETTER COLOR TO BE WHITE. BACKGROUND COLOR TO BE BLACK. ABLE TO
WITHSTAND TEMPERATURES UP TO 160 DEG F. LENGTH AND WIDTH VARY FOR REQUIRED LABEL CONTENT, BUT NOT LESS THAN
2-1/2 BY 3/4 INCH. MINIMUM LETTER SIZE TO BE 1/4 INCH.
THE OBJECTIVE OF LABELING EQUIPMENT IS TO COORDINATE WITH DRAWINGS, INCLUDING PLANS, DETAILS, AND SCHEDULES.
INCLUDE EQUIPMENT'S DRAWING DESIGNATION OR UNIQUE EQUIPMENT NUMBER AS INDICATED ON PLANS, DETAILS, AND
SCHEDULES.
SYSTEM TESTING AND BALANCING:
THE CONTRACTOR SHALL INCLUDE IN HIS BID THE SERVICES OF AN TESTING AND BALANCING AGENCY. THE AGENCY SHALL BE
APPROVED BY THE OWNER AND ARCHITECT. THE TESTING AGENCY SHALL BE ONE WHICH SPECIALIZES IN THE BALANCING AND
TESTING OF HEATING, VENTILATION AND AIR CONDITIONING SYSTEMS TO BALANCE, ADJUST AND TEST EQUIPMENT AND AIR
DISTRIBUTING AND EXHAUSTING SYSTEMS, AND PIPING SYSTEMS AS HEREIN SPECIFIED. THE TESTING AND BALANCING
CONTRACTOR IS RESPONSIBLE FOR ALL AIR AND HYDRONIC SYSTEMS AS WELL AS TESTING AND VERIFICATION OF OPERATION OF
ALL THE DUCT SMOKE DETECTORS AND FIRE DAMPERS WITHIN THE SCOPE OF WORK. ALL WORK SHALL BE DONE UNDER DIRECT
SUPERVISION OF A REGISTERED PROFESSIONAL HEATING AND VENTILATING ENGINEER OR AABC OR NEBB CERTIFIED COMPANY.
A COPY OF THE AIR BALANCE REPORT SHALL BE PROVIDED TO THE ENGINEER OF RECORD, OWNERS REPRESENTATIVE AND THE
MECHANICAL INSPECTOR FOR FINAL INSPECTION APPROVAL.
GENERAL PROCEDURES FOR TESTING AND BALANCING SHALL BE IN ACCORDANCE TO THE PROCEDURES CONTAINED IN
ASHRAE 111, AND NEBB'S "PROCEDURAL STANDARDS FOR TESTING, ADJUSTING, AND BALANCING OF ENVIRONMENTAL SYSTEMS"
AND COMPLY WITH REQUIREMENTS IN ASHRAE 62.1-2007, SECTION 7.2.2, "AIR BALANCING."
TOLERANCES OF HVAC SYSTEM'S AIR FLOW RATES AND WATER FLOW RATES ARE AS FOLLOWS: SUPPLY, RETURN, AND EXHAUST
AIR SYSTEMS - PLUS OR MINUS 10 PERCENT. COOLING/HEATING-WATER FLOW RATES - MINUS 5 PERCENT.
THE TESTING AND BALANCING CONTRACTOR SHALL BE RESPONSIBLE FOR, DOCUMENT, AND PROVIDE A REPORT ON THE FINAL
OPERATION OF THE ENTIRE MECHANICAL SYSTEM. THIS INCLUDES THE TESTING AND BALANCING OF ALL AIR AND HYDRONIC
SYSTEMS, NOTIFYING/DOCUMENTING ANY AND ALL DISCREPANCIES BETWEEN INSTALLED CONDITIONS AND CONTRACT
DOCUMENTS/DRAWINGS, VERIFICATION OF CONTROLS AND OPERATION OF SEQUENCE OF OPERATIONS AS SET FORTH ON THE
MECHANICAL PLANS.
ALL REQUIRED SPECIAL INSPECTIONS TO BE SIGNED BY PROFESSIONAL ENGINEER RETAINED BY TEST AND BALANCE COMPANY.
IF ENERGY SYSTEMS DESIGN IS TO SIGN SPECIAL INSPECTION FORMS CONTACT FOR FEE.
APPROVED COMPANIES: TECHNICAL AIR BALANCE, ABLE BALANCE AZ, ARIZONA AIR BALANCE, PRECISION AIR, GTAB, SOUTHWEST
TEST AND BALANCE, SYSTEMS COMMISSIONING AND TESTING AND COMMERCIAL SYSTEM ANALYSIS.
R
e
g
i
s
t
e
r
e
d
P
r
o
f
e
s
s
i
o
n
a
l
E
n
g
i
n
e
e
r
(
M
e
c
h
a
n
i
c
a
l
)
C
E
R
T
I
F
I
C
A
T
E
N
O
.
52328
JONATHON K.
PFANTZ
A
R
I
Z
O
N
A
U.
S.
A.
D
a
t
e
S
i
g
n
e
d
.
.
.
.
.
.
.
.
.
.
.
.
.
.
© 2021 Holly Street Studio, LLC
sheet number
project no.
date
phase
title
1319 E VanBuren St.
Phoenix, AZ 85006
o: 602.258.8555
hollystreetstudio.com
revisions
221065.200
JONATHON PFANTZ
11/03/22
11/4/2022 10:00:58 AM
M0.1
MECHANICAL
SPECIFICATIONS
+ CODE
COMPLIANCE
CONSTRUCTION
DOCUMENTS
04 NOV 2022
GLENDALE DCRP BEAD
MUSEUM RENOVATION
5750 W Glenn Drive
Glendale, AZ 85301
202169.4
No.
Description
Date
1.
PROVIDE FRAME STYLE TO SUIT MOUNTING SURFACE. REFER TO ARCHITECTURAL DRAWINGS. HARD CEILING REQUIRE AUXILIARY
MOUNTED FRAMES AND STANDARD LAY-IN DIFFUSERS.
2.
CONFIRM FINISH WITH ARCHITECT PRIOR TO ORDERING.
3.
RUNOUTS TO BE SAME SIZE OR LARGER THAN NECK SIZE, UNLESS NOTED OTHERWISE. WHERE RUNOUT SIZE IS LARGER THAN BRANCH
DUCT HEIGHT, PROVIDE TAKEOFF FITTING OF EQUIVALENT RUNOUT AREA AND TRANSITION TO RUNOUT SIZE.
4.
PROVIDE WITH ROUND DUCT COLLAR SIZED TO MATCH DUCT SIZE SHOWN ON DRAWINGS.
5.
PROVIDE WITH MANUFACTURERS INSULATED PLENUM MPI-SP WITH 12" OVAL INLET.
ATTENTION:
ALL CEILING MOUNTED AIR TERMINALS OR SERVICES WEIGHING LESS THAN 20 POUNDS SHALL BE POSITIVELY ATTACHED TO THE CEILING
SUSPENSION MAIN RUNNERS OR TO CROSS RUNNERS WITH THE SAME CARRYING CAPACITY AS THE MAIN RUNNER.
TERMINALS OR SERVICES WEIGHING 20 POUNDS, BUT NOT MORE THAN 56 POUNDS, IN ADDITION TO THE ABOVE, SHALL HAVE TWO NUMBER 12
GAGE HANGERS CONNECTED FROM THE TERMINAL OR SERVICE TO THE CEILING SYSTEM HANGERS OR TO THE STRUCTURE ABOVE. THESE
WIRES MAY BE SLACK.
TERMINALS OR SERVICES WEIGHING MORE THAN 56 POUNDS SHALL BE SUPPORTED DIRECTLY FROM THE STRUCTURE ABOVE BY APPROVED
HANGERS.
SUPPLY DIFFUSER/REGISTER SCHEDULE:
250 CFM AND BELOW 8"∅NECK
251 CFM - 400 CFM 10"∅NECK
401 CFM - 600 CFM 12"∅NECK
601 CFM - 800 CFM 14"∅NECK
801 CFM - 1000 CFM 15"∅NECK
USE SCHEDULE U.N.O ON DRAWINGS
1.
PROVIDE WITH BACKDRAFT DAMPER AND STARTER. DISCONNECT TO BE PROVIDED BY ELECTRICAL.
2.
PROVIDE WITH SOLID STATE SPEED CONTROLLER WITH DIAL MOUNTED ON HOUSING FOR BALANCING.
3.
PROVIDE WITH INTEGRAL GRILLE.
4.
FAN SHALL BE CONTROLLED FROM TIME CLOCK AND OPERATE CONTINUOUSLY DURING OCCUPIED HOURS. COORDINATE SCHEDULE WITH OWNER.
1.
SIZE AND INSTALL REFRIGERANT LINES AS RECOMMENDED BY MANUFACTURER'S WRITTEN INSTRUCTIONS. MAX. PIPE LENGTH INCLUDES EQUIVALENT LOSSES FOR PIPE FITTINGS.
INSULATE PIPING WITH 1" ARMAFLEX INSULATION. PROVIDE HEAVY GAUGE ALUMINUM JACKET ON ALL PIPING EXPOSED OUTDOORS.
2.
PROVIDE WITH SINGLE POINT POWER CONNECTION AT OUTDOOR UNIT AND INTEGRAL STARTER, INDOOR UNIT SHALL BE POWERED THROUGH OUTDOOR UNIT, PROVIDE 14 AWG 3
+GROUND WIRE BETWEEN INDOOR AND OUTDOOR UNIT. FUSED DISCONNECT PROVIDED BY ELECTRICAL, REFER TO ELECTRICAL PLANS. PROVIDE CONDENSATE PUMP SAME
VOLTAGE AS UNIT WITH WATER LEVEL DETECTION DEVICE CONFORMING TO UL 508 WHICH SHALL SHUT DOWN UNIT UPON HIGH CONDENSATE LEVEL.
3.
PROVIDE ELECTRONIC HARDWIRED THERMOSTAT.
1.
CONDENSING UNIT TO BE LOCATED ON THE ROOF. INSTALL CONDENSING UNIT ON C-PORT "AIR-PORT" UTILITY PAD AND SECURE TO ROOF.
2.
SIZE AND INSTALL REFRIGERANT LINES AS RECOMMENDED BY MANUFACTURER'S WRITTEN INSTRUCTIONS. MAX. PIPE LENGTH INCLUDES EQUIVALENT LOSSES FOR PIPE FITTINGS. INSULATE PIPING WITH 1" ARMAFLEX
INSULATION. PROVIDE HEAVY GAUGE ALUMINUM JACKET ON ALL PIPING EXPOSED OUTDOORS. UNIT SHALL BE CHARGED WITH R-410A REFRIGERANT (PURON).
3.
PROVIDE WITH SINGLE POINT POWER CONNECTION AT OUTDOOR UNIT AND INTEGRAL STARTER, INDOOR UNIT SHALL BE POWERED THROUGH OUTDOOR UNIT, PROVIDE 14 AWG 3+GROUND WIRE BETWEEN INDOOR
AND OUTDOOR UNIT. FUSED DISCONNECT PROVIDED BY ELECTRICAL, REFER TO ELECTRICAL PLANS. PROVIDE CONDENSATE PUMP SAME VOLTAGE AS UNIT WITH WATER LEVEL DETECTION DEVICE CONFORMING TO UL
508 WHICH SHALL SHUT DOWN UNIT UPON HIGH CONDENSATE LEVEL.
4.
PROVIDE 5 YEAR WARRANTY ON COMPRESSOR.
1.
FURNISH WITH ROOF ADAPTER CURB AND MOUNT ON EXISTING ROOF CURB (DOCUMENTED WEIGHT DOES NOT INCLUDE ROOF CURB OR ADAPTER CURB). PROVIDE WITH SINGLE POINT ELECTRICAL CONNECTION, DISCONNECT PROVIDED BY ELECTRICAL.
2.
PROVIDE 5-YEAR COMPRESSOR WARRANTY ON ALL COMPRESSORS.
3.
PROVIDE CONTROL TRANSFORMER IN UNIT CONTROL PANEL. PROVIDE UNIT COMPLETE WITH WEATHERPROOF CONTROL PANEL WITH ALL NECESSARY OVERLOADS AND CONTROL COMPONENTS, INCLUDING SAFETY FOR SINGLE PHASING OF ELECTRICAL POWER.
4.
PROVIDE WALL MOUNTED PROGRAMMABLE BUILDING STANDARD THERMOSTAT.
5.
PROVIDE 2" PLEATED MEDIA FILTER RACK AT UNIT WITH TWO (2) SETS FARR AP13 FILTERS (MERV 13).
6.
PROVIDE DUCT DETECTOR IN RETURN AIR DUCT. FURNISHED BY FIRE ALARM CONTRACTOR, INSTALLED BY MECHANICAL CONTRACTOR AND WIRED BY ELECTRICAL CONTRACTOR. DETECTOR SHALL BE INTERLOCKED WITH FAN TO SHUT DOWN FAN WHEN SMOKE IS
DETECTED IN THE RETURN DUCT.
7.
EVAPORATOR FAN BE SINGLE SPEED, STANDARD DRIVE MOTOR.
8.
PROVIDE WITH 100% OUTDOOR AIR ECONOMIZER WITH A FIXED DRY BULB HIGH LIMIT SHUTOFF OF 75°F. PROVIDE WITH HONEYWELL JADE CONTROLLER MODEL W7220 FOR ECONOMIZER CONTROL AND ALL REQUIRED CONTROL DEVICES. PROVIDE WITH
MICROMETL MODULATING POWER EXHAUST FAN TO OPERATE DURING UNIT ECONOMIZER MODE, REFER TO SCHEDULE.
1.
POWER EXHAUSTER SHALL BE MODULATING TYPE TO MAINTAIN BUILDING STATIC PRESSURE OF +0.05".
2.
UNIT SHALL BE PAINTED TO MATCH ROOFTOP UNIT COLOR.
3.
PROVIDE HORIZONTAL OR VERTICAL ECONOMIZER & POWER EXHAUST CONFIGURATION DEPENDING ON ROOFTOP UNIT CONFIGURATION.
DUCT STATIC PRESSURE CONSTRUCTION
DUCT SYSTEM
SUPPLY
RETURN
EXHAUST
LOCATION
DOWNSTREAM ROOFTOP
UNITS
UPSTREAM ROOFTOP
UNITS
CONNECTED TO
EXHAUST FANS
PRESSURE CLASS
(INCH. W.G.)
1.0
-1.0
-1.5
SEAL CLASS
A
B
B
DUCTS DESIGNED TO OPERATE AT A STATIC PRESSURE GREATER THAN 3.0" SHALL BE INSULATED AND
SEALED PER IECC. DUCTS SHALL BE LEAK-TESTED WITH A RATE OF AIR LEAKAGE (CL) NO GREATER THAN
4.0. NO LESS THAN 25% OF DUCTS SHALL BE TESTED TO ENSURE COMPLIANCE.
R
e
g
i
s
t
e
r
e
d
P
r
o
f
e
s
s
i
o
n
a
l
E
n
g
i
n
e
e
r
(
M
e
c
h
a
n
i
c
a
l
)
C
E
R
T
I
F
I
C
A
T
E
N
O
.
52328
JONATHON K.
PFANTZ
A
R
I
Z
O
N
A
U.
S.
A.
D
a
t
e
S
i
g
n
e
d
.
.
.
.
.
.
.
.
.
.
.
.
.
.
© 2021 Holly Street Studio, LLC
sheet number
project no.
date
phase
title
1319 E VanBuren St.
Phoenix, AZ 85006
o: 602.258.8555
hollystreetstudio.com
revisions
221065.200
JONATHON PFANTZ
11/03/22
11/4/2022 10:00:58 AM
M1.0
MECHANICAL
SCHEDULES
CONSTRUCTION
DOCUMENTS
04 NOV 2022
GLENDALE DCRP BEAD
MUSEUM RENOVATION
5750 W Glenn Drive
Glendale, AZ 85301
202169.4
GRILLES/REGISTERS/DIFFUSERS SCHEDULE
MARK
IMAGE
DESCRIPTION
MODULE
SIZE
TYPE
MAX. NC AT
DESIGN CFM
OBD
FRAME
MATERIAL
FINISH
MANUFACTURER
MODEL
NO.
REMARKS
CD-1
SUPPLY DIFFUSER
24"x24"
CONCENTRIC SQUARE CONE
DIFFUSER
25
NO
LAY-IN
STEEL
WHITE
TITUS
TMS
1,2,3
CD-2
SUPPLY DIFFUSER
12"x12"
CONCENTRIC SQUARE CONE
DIFFUSER
25
NO
LAY-IN
STEEL
WHITE
TITUS
TMS
1,2,3
LD-1
SUPPLY DIFFUSER
4'-0" LONG 4
SLOT (1")
LINEAR
25
NO
SURFACE
ALUMINUM
PER ARCH
TITUS
ML-39
1,2,3,5
RG-1
RETURN GRILLE
24"x24"
LOUVERED
25
NO
LAY-IN
STEEL
WHITE
TITUS
350RL
1,2,4
CEILING EXHAUST FAN SCHEDULE
MARK
MANUFACTURER
MODEL NO.
CFM
E.S.P.
(IN-WG) SONES
MOTOR
DRIVE
CONTROL
WEIGHT
REMARKS
WATTS
RPM
VOLTS/
PHASE
CEF-1
GREENHECK
SP-A200
100
0.50
3.0
35
820
120/1
DIRECT
TIME CLOCK
35 lb
1,2,3,4
CEF-2
GREENHECK
SP-A200
100
0.50
3.0
35
820
120/1
DIRECT
TIME CLOCK
35 lb
1,2,3,4
CEF-3
GREENHECK
SP-A200
100
0.50
3.0
35
820
120/1
DIRECT
TIME CLOCK
35 lb
1,2,3,4
DUCTLESS SPLIT INDOOR AIR CONDITIONING UNIT SCHEDULE
MARK
MANUFACTURER
MODEL NO.
NOMINAL
TONS
CFM
E.S.P.
(IN-WG)
ELECTRICAL
WEIGHT
REMARKS
FLA
MCA
VOLTS/
PHASE
FC-1
MITSUBISHI
MSY-D36NA
3.00
887
0.00
0.76
1.0
208/1
50 lb
1,2,3
DUCTLESS SPLIT OUTDOOR AIR CONDITIONING UNIT SCHEDULE
MARK
MANUFACTURER
MODEL NO.
NOMINAL
TONS
COOLING CAPACITY
ELECTRICAL
SEER WEIGHT MAX. PIPE
LENGTH
MAX.
HEIGHT
REMARKS
TOTAL
MBH
SENS.
MBH
ENT.
DB
ENT.
WB
AMBIENT
TEMP.
FLA
MCA
MOCP VOLTS/
PHASE
CU-1
MITSUBISHI
MUY-D36NA
3.00
30.2
19.9
80 °F
67 °F
115 °F
16.9
21.0
25.0
208/1
15.1
130 lb
100
50
1,2,3,4
PACKAGED ROOFTOP HEAT PUMP UNIT SCHEDULE
MARK
MANUFACTURER
MODEL
NO.
NOMINAL
TONS
SUPPLY FAN
COOLING CAPACITY
HEATING CAPACITY
ELECTRICAL
AHRI
EER/SEER/
IEER
AHRI
HSPF/
COP
WEIGHT
REMARKS
CFM
MIN.
OSA
CFM
E.S.P.
(IN-WG)
TOTAL
MBH
SENS.
MBH
ENT. AIR
AMBIENT
TEMP.
TOTAL
MBH
ENT.
AIR
AMBIENT
TEMP.
FLA
MCA
MOCP
VOLTS/
PHASE
DB
WB
HP-3
CARRIER
50FCQM07
6.00
2,400
300
0.75
63.9
63.5
83 °F
65 °F
115 °F
48.6
70 °F
32 °F
25.0
30.0
45.0
208/3
11.2/-/15.0
-/3.6
650 lb
1,2,3,4,5,6,7,8
HP-4
CARRIER
50FCQM07
6.00
2,400
220
0.75
63.9
63.5
83 °F
65 °F
115 °F
48.6
70 °F
32 °F
25.0
30.0
45.0
208/3
11.2/-/15.0
-/3.6
650 lb
1,2,3,4,5,6,7,8
HP-5
CARRIER
50FCQA06
5.00
2,000
305
0.75
50.2
50.2
83 °F
65 °F
115 °F
44.0
70 °F
32 °F
26.7
31.0
45.0
208/3
11.8/14.3/-
8.2/-
650 lb
1,2,3,4,5,6,7,8
HP-6
CARRIER
50FCQM07
6.00
2,400
190
0.75
63.9
63.5
83 °F
65 °F
115 °F
48.6
70 °F
32 °F
25.0
30.0
45.0
208/3
11.2/-/15.0
-/3.6
650 lb
1,2,3,4,5,6,7,8
POWER EXHAUSTER SCHEDULE
MARK
MANUFACTURER
MODEL NO.
SUPPLY FAN
ELECTRICAL
WEIGHT
REMARKS
CFM
E.S.P.
(IN-WG)
HP
FLA
MCA
MOCP
VOLTS/
PHASE
PE-3
MICROMETL
PCE-SRT12CA-D-2L1
2,400
0.50
1.00
6.4
8.0
14.4
208/3
150 lb
1,2,3
PE-4
MICROMETL
PCE-SRT12CA-D-2L1
2,400
0.50
1.00
6.4
8.0
14.4
208/3
150 lb
1,2,3
PE-5
MICROMETL
PCE-SRT12CA-D-2LH
2,000
0.30
0.50
3.9
4.9
8.8
208/3
150 lb
1,2,3
PE-6
MICROMETL
PCD-SRT12CA-D-2L1
2,400
0.50
1.00
6.4
8.0
14.4
208/3
145 lb
1,2,3
*OUTSIDE AIR CALCULATION IS FOR BEAD BUILDING ONLY
*ANNEX BUILDING OCCUPANCY CLASSIFICATION UNCHANGED - NO RE-BALANCE OF OUTDOOR AIRFLOW RATES REQUIRED.
No.
Description
Date
T
T
T
T
FF
EE
DD
CC
BB
AA
01
02
03
04
05
(TYP.)
7
(TYP.)
7
(TYP.)
8
(TYP.)
8
(TYP.)
8
(TYP.)
8
(TYP.)
9
(TYP.)
9
(TYP.)
9
(TYP.)
9
10
11
11
11
(TYP.) 12
(TYP.) 13
14
14
(TYP.)
8
FF
EE
DD
CC
BB
AA
01
02
03
04
05
1
1
1
1
2
2
2
3
3
3
4
(TYP.)
5
(TYP.)
5
6
6
6
6
EXISTING SCREEN WALL
DEMO KEYED NOTES
1
EXISTING ROOFTOP PACKAGED HP UNIT SHOWN
LIGHT AND HATCHED TO BE REMOVED, INCLUDING
ASSOCIATED DUCTWORK, RUNOUTS, FLEX DUCT
AND CONDENSATE DRAIN PIPING.
2
EXISTING RETURN AIR DUCTWORK SHOWN LIGHT
AND HATCHED TO BE REMOVED (TYPICAL).
3
EXISTING SUPPLY AIR DUCTWORK SHOWN LIGHT
AND HATCHED TO BE REMOVED (TYPICAL).
4
EXISTING EXHAUST AIR ROOF CAP SHOWN LIGHT
AND HATCHED TO BE REMOVED. CONTRACTOR TO
PATCH ROOF AS REQUIRED (TYPICAL).
5
EXISTING EXHAUST AIR ROOF CAP SHOWN LIGHT
AND DASHED TO REMAIN AS IS (TYPICAL).
6
EXISTING VERTICAL SUPPLY AND RETURN
DUCTWORK THRU ROOF TO REMAIN SUITABEL FOR
RE-USE, REFER TO NEW PLAN.
7
REMOVE EXISTING THERMOSTAT SHOWN LIGHT
AND HATCHED AND ASSOCIATED CONTROL WIRING
BACK TO UNIT (TYPICAL).
8
EXISTING SUPPLY AIR DUCTWORK, RUNOUTS, FLEX
DUCTS AND DIFFUSERS INCLUDING ALL HANGERS
AND STRAPS SHOWN LIGHT AND HATCHED TO BE
REMOVED (TYPICAL).
9
EXISTING RETURN AIR DUCTWORK, RUNOUTS, FLEX
DUCTS AND GRILLES INCLUDING ALL HANGERS AND
STRAPS SHOWN LIGHT AND HATCHED TO BE
REMOVED (TYPICAL).
10
EXISTING CEILING EXHAUST FAN INCLUDING ALL
ASSOCIATED EXHAUST DUCTWORK SHOWN LIGHT
AND HATCHED TO BE REMOVED.
11
EXISTING CEILING EXHAUST FAN SHOWN LIGHT AND
HATCHED TO BE REMOVED. REMOVE EXISTING
EXHAUST AIR DUCTWORK SHOWN LIGHT AND
DASHED UP TO LOCATION SHOWN.
12
EXISTING SUPPLY AIR DUCTWORK SHOWN LIGHT
AND DASHED TO REMAIN AS IS (TYPICAL).
13
EXISTING RETURN AIR DUCTWORK SHOWN LIGHT
AND DASHED TO REMAIN AS IS (TYPICAL).
14
EXISTING CEILING EXHAUST FAN SHOWN LIGHT AND
DASHED TO REMAIN AS IS.
R
e
g
i
s
t
e
r
e
d
P
r
o
f
e
s
s
i
o
n
a
l
E
n
g
i
n
e
e
r
(
M
e
c
h
a
n
i
c
a
l
)
C
E
R
T
I
F
I
C
A
T
E
N
O
.
52328
JONATHON K.
PFANTZ
A
R
I
Z
O
N
A
U.
S.
A.
D
a
t
e
S
i
g
n
e
d
.
.
.
.
.
.
.
.
.
.
.
.
.
.
© 2021 Holly Street Studio, LLC
sheet number
project no.
date
phase
title
1319 E VanBuren St.
Phoenix, AZ 85006
o: 602.258.8555
hollystreetstudio.com
revisions
221065.200
JONATHON PFANTZ
11/03/22
11/4/2022 10:01:00 AM
M2.0
MECHANICAL
DEMO PLANS
CONSTRUCTION
DOCUMENTS
04 NOV 2022
GLENDALE DCRP BEAD
MUSEUM RENOVATION
5750 W Glenn Drive
Glendale, AZ 85301
202169.4
SCALE: 1/8" = 1'-0"
BEAD - MECHANICAL FLOOR PLAN - DEMO
N
N
SCALE: 1/8" = 1'-0"
BEAD - MECHANICAL ROOF PLAN - DEMO
No.
Description
Date
T
T
T
T
T
FF
EE
DD
CC
BB
AA
01
02
03
04
05
HP
6
HP
5
CU
1
PE-6
HP
3
14x30
HP
4
14x30
PE-4
14x30
30x14
PE-3
14x30
30x14
PE-5
14x26
17x12
EXISTING SCREEN WALL
1
1
1
1
2
3
3
3
4
4
4
5
5
5
6
M1.0
5
TYP
M4.1
3
FF
EE
DD
CC
BB
AA
01
02
03
04
05
i.t.
111
fire riser
112
electrical
113
stg (e)
110
ada rr - uni
116
ada rr - uni
117
jan
115
?
?
office 2 (e)
109
office 1 (e)
108
rr - uni (e)
106
rr - uni (e)
107
open office 3
103
?
?
?
?
open office 2
102
conf - md
114
?
?
75
CD-2
14x12
75
CD-2
325
CD-1
325
CD-1
18x10
16ø
RG-1
12ø
RG-1
14ø
RG-1
TYP
14ø
RG-1
14ø
30x16
HP-5
HP-4
HP-3
HP-6
HP-6
HP-3
HP-4
HP-5
CFM
150
CFM
200
CFM
200
CFM
75
CFM
75
CEF
1
CEF
2
CEF
3
100
CD-1
FC
1
(TYP.)
7
(TYP.)
7
4
4
4
5
5
8
9
9
9
10
10
CD
3/4"
11
CD-1
325 4
200
CD-1
100
CD-1
TYP
10ø
RG-1
TYP
10ø
RG-1
10ø
10ø
100
CD-1
CD-1
400 6
22x12
14x12
30x12
CD-1
400 6
16ø
TYP
16ø
RG-1
LD-1
190 4
LD-1
175 2
LD-1
200 8
30x12
14x12
22x12
24x12
24x16
TYP
16ø
RG-1
16ø (TYP.)
M4.0
5
TYP
M4.0
6
M4.0
6
M4.1
1
TYP
M4.1
2
R
e
g
i
s
t
e
r
e
d
P
r
o
f
e
s
s
i
o
n
a
l
E
n
g
i
n
e
e
r
(
M
e
c
h
a
n
i
c
a
l
)
C
E
R
T
I
F
I
C
A
T
E
N
O
.
52328
JONATHON K.
PFANTZ
A
R
I
Z
O
N
A
U.
S.
A.
D
a
t
e
S
i
g
n
e
d
.
.
.
.
.
.
.
.
.
.
.
.
.
.
© 2021 Holly Street Studio, LLC
sheet number
project no.
date
phase
title
1319 E VanBuren St.
Phoenix, AZ 85006
o: 602.258.8555
hollystreetstudio.com
revisions
221065.200
JONATHON PFANTZ
11/03/22
11/4/2022 10:01:01 AM
M3.0
MECHANICAL
FLOOR PLANS
CONSTRUCTION
DOCUMENTS
04 NOV 2022
GLENDALE DCRP BEAD
MUSEUM RENOVATION
5750 W Glenn Drive
Glendale, AZ 85301
202169.4
N
KEYED NOTES
1
MOUNT NEW ROOFTOP PACKAGED HP UNIT ON
ROOF CURB THIS LOCATION. REFER TO DETAIL.
MAINTAIN REQUIRED CLEARANCES. (TYP.)
2
MOUNT MODULATING POWER EXHAUST UNIT TO
ROOFTOP UNIT THIS LOCATION. MAINTAIN
REQUIRED CLEARANCES. (TYP.)
3
MOUNT MODULATING POWER EXHAUST UNIT TO
RETURN AIR DUCTWORK THIS LOCATION.
MAINTAIN REQUIRED CLEARANCES. (TYP.)
4
CONNECT NEW SUPPLY AIR DUCT TO EXISTING
THIS LOCATION AND ROUTE AS SHOWN.
5
CONNECT NEW RETURN AIR DUCT TO EXISTING
THIS LOCATION AND ROUTE AS SHOWN.
6
CONDENSING UNIT MOUNTED ON ROOF, REFER TO
DETAIL. MAINTAIN REQUIRED CLEARANCES.
EXTEND REFRIGERANT PIPING TO INDOOR FAN
COIL UNIT. SIZE PER MANUFACTURER'S WRITTEN
DIRECTIONS. PROVIDE APPROVED PIPE CURB AT
PIPING PENETRATION THROUGH ROOF AND SEAL
WEATHER TIGHT, REFER TO DETAIL. INSULATE ALL
REFRIGERANT PIPING WITH 1" ARMAFLEX
INSULATION AND PROVIDE ALUMINUM JACKET ON
ALL PIPING EXPOSED OUTDOORS.
7
PROVIDE NEW WALL MOUNTED PROGRAMMABLE
THERMOSTAT AT LOCATION SHOWN. EXTEND NEW
PLENUM RATED CONTROL WIRING BACK TO
ASSOCIATED UNIT, PROVIDE CONDUIT FOR ALL
HVAC CONTROL WIRE WHERE EXPOSED. PROVIDE
INSULATED BACKING ON ALL THERMOSTATS
MOUNTED ON EXTERIOR WALLS. COORDINATE
FINAL LOCATION WITH ARCHITECT PRIOR TO
INSTALLATION (TYP.).
8
MOUNT DUCTLESS SPLIT SYSTEM FAN COIL UNIT
HIGH ON WALL THIS AREA. COORDINATE EXACT
UNIT AND THERMOSTAT MOUNTING LOCATION
WITH EQUIPMENT AND LIGHTING TO BE INSTALLED
IN THIS AREA. EXTEND REFRIGERANT PIPING
FROM FAN COIL UNIT TO ASSOCIATED
CONDENSING UNIT. SIZE AND INSTALL
REFRIGERANT PIPING PER MANUFACTURER'S
WRITTEN DIRECTIONS, REFER TO DETAIL.
9
CEILING MOUNTED EXHAUST FAN WITH
BACKDRAFT DAMPER. EXTEND SHEET METAL
EXHAUST DUCT AS SHOWN AND CONNECT TO
EXISTING.
10
CONNECT NEW EXHAUST AIR DUCT TO EXISTING
THIS LOCATION AND ROUTE AS SHOWN.
11
DROP CONDENSATE DRAIN PIPING DOWN ALONG
WALL AND SPILL INTO JANITOR'S SINK. SIZE AS
SHOWN ON PLANS.
N
SCALE: 1/8" = 1'-0"
BEAD - MECHANICAL ROOF PLAN
SCALE: 1/8" = 1'-0"
BEAD - MECHANICAL FLOOR PLAN
No.
Description
Date
FLEXIBLE DUCTWORK
TO SUPPLY OUTLET MAX.
6"-0", SEE SPECS
VOLUME DAMPER
STRAIGHT-SIDED HIGH
EFFICIENCY TAKE-OFF
FITTING WITH VOLUME
DAMPER
SUPPLY DUCTWORK
AIRFLOW
MIN. 2" MOUNTING
BASE FOR HANDLE
NYLON BUSHING
STRAIGHT DUCT SHALL BE PROVIDED
AFTER OUTLETS OF PACKAGED
ROOFTOP UNITS. SUPPLY TAPS OR
ELBOWS SHALL BE LOCATED A
MINIMUM OF (2 X DUCT WIDTH SHOWN
ON PLAN) OF STRAIGHT DUCT PRIOR TO
ANY SUPPLY AIR TAPS OR ELBOWS
45°
NOTE
L = 1/4 W (4"MIN.)
L
BALANCING DAMPER
AS PER SPECIFICATIONS
PROVIDE CONCEALED
CEILING DAMPER
REGULATOR AS APPLICABLE
AIR FLOW
W
NOT MORE THAN 2"
FROM EDGE OF LINER
12"C.C. MAX
(TYP)
ALL ENDS OF LINER TO BE
COATED W/ ADHESIVE.
(MIRACLE PF 96 OR AS SPECIFIED)
ENDS OF LINER SHALL BE
BUTTED FIRMLY TOGETHER
METAL FASTENERS:
OMARK INSUL-PINS, DURO DYNE FASTENERS
OR GRIP NAILS.
GRIP NAILS SHALL BE INSTALLED BY "GRIPNAIL
AIR HAMMER" OR BY "AUTOMATIC FASTENER
EQUIP."
DUCT LINER
TOP AND BOTTOM
SECTION OF LINER
SHALL OVERLAP THE
SIDES
GALV. STEEL DUCT
LINER TO BE ADHERED TO
DUCT W/100% ADHESIVE
(MIRACLE PF 96)
NOTE: ALL CONCEALED ROUND
SUPPLY AND RETURN AIR DUCT
RUNOUTS SHALL BE WRAPPED
EXTERNALLY AS PER SPECIFICATIONS.
2"
CEILING
FLEX DUCT MAX.
LENGTH 6'-0"
TITUS FLEXRIGHT DUCT
SUPPORT
DIFFUSER
NOTE: SUPPORT
FLEXRIGHT ASSEMBLY
FROM DIFFUSER, RIGID
DUCT, OR STRUCTURE
AS REQUIRED. REFER
TO INSTALLATION
GUIDELINES.
MIN.
8"
DUCT MATERIAL SHALL BE SHEET
METAL LINED WITH 1-1/2"
ACOUSTICAL INSULATION OR FIBER-
GLASS DUCT BOARD 1-1/2" THICK
24" GAUGE
SHEET METAL
COLLAR
TRANSFER GRILLE,
22"x22" NECK U.N.O ON
DRAWINGS (TYP).
FINISHED CEILING
WALL
CONNECTION FOR
INVERTED T-BAR CEILING
22x12 OPENING
NOTE: SUSPEND BOOT
FROM STRUCTURE WITH
SHEET METAL STRAPS.
LINED RETURN AIR
DUCT, SEE PLANS
FOR SIZE.
PROVIDE 1/2"x1/2" WIRE MESH
TO COVER RETURN OPENING.
OPENING SIZE TO MATCH DUCT
WIDTH x DEPTH.
NOT TO SCALE
BRANCH DUCT HIGH EFFICIENCY TAKE-OFF DETAIL
1
R
e
g
i
s
t
e
r
e
d
P
r
o
f
e
s
s
i
o
n
a
l
E
n
g
i
n
e
e
r
(
M
e
c
h
a
n
i
c
a
l
)
C
E
R
T
I
F
I
C
A
T
E
N
O
.
52328
JONATHON K.
PFANTZ
A
R
I
Z
O
N
A
U.
S.
A.
D
a
t
e
S
i
g
n
e
d
.
.
.
.
.
.
.
.
.
.
.
.
.
.
© 2021 Holly Street Studio, LLC
sheet number
project no.
date
phase
title
1319 E VanBuren St.
Phoenix, AZ 85006
o: 602.258.8555
hollystreetstudio.com
revisions
221065.200
JONATHON PFANTZ
11/03/22
11/4/2022 10:01:02 AM
M4.0
MECHANICAL
DETAILS
CONSTRUCTION
DOCUMENTS
04 NOV 2022
GLENDALE DCRP BEAD
MUSEUM RENOVATION
5750 W Glenn Drive
Glendale, AZ 85301
202169.4
NOT TO SCALE
SUPPLY AIR CONNECTION DETAIL
2
NOT TO SCALE
DUCT LINER DETAIL
3
NOT TO SCALE
DUCT CONNECTION TO DIFFUSER DETAIL
4
NOT TO SCALE
DUCTED TRANSFER GRILLE DETAIL
5
NOT TO SCALE
RETURN AIR DUCT WITH OPENING ON TOP DETAIL
6
No.
Description
Date
GRILLE
MOUNTING
FLANGE
EXHAUST FAN
FINISHED CEILING
TRANSITION AS NECESSARY
FLEX CONNECTION
BACKDRAFT DAMPER
EXHAUST DUCT MIN.
SIZE OF FAN DISCHARGE
UNLESS OTHER NOTED
CONNECT NEW
EXHAUST DUCT TO
EXISTING BELOW ROOF
EXISTING ROOF CAP
EXISTING ROOF
ALL ROOF WORK TO BE DONE BY BUILDING
ROOFER. COORDINATE WITH BUILDING
ENGINEER TO MAINTAIN WARRANTY
EVAPORATOR COIL
(INDOOR FAN COIL UNIT)
THERMOSTATIC
EXPANSION
VALVE
LIQUID LINE
SUCTION LINE
LIQUID SIGHT GLASS
(TYPICAL)
REFRIGERANT VALVE
(TYPICAL)
DRYER/STRAINER
CONDENSER COIL
(OUTDOOR AIR COOLED
CONDENSING UNIT)
NOTE:
INSULATE SUCTION LINE WITH 1"
ARMSTRONG ARMAFLEX. PROVIDE
ALUMINUM JACKET WHEN
EXPOSED TO WEATHER. INSTALL
PER MFR'S RECOMMENDATIONS,
SIZE FOR LONG LINE WHERE
REQUIRED. SUPPORT PIPING ON
ROOF EVERY 4'-0"
NOTE:
WHERE LOCATED OUTDOORS,
PROVIDE REFRIGERANT CIRCUIT
ACCESS PORTS WITH LOCKING-
TYPE TAMPER-RESISTANT CAPS.
2" HIGH C-PORT "AIR-PORT" UTILITY
PAD CENTERED UNDER EQUIPMENT
FEET. SECURE PAD TO ROOF.
NOTE:
MAINTAIN MANUFACTURER'S
REQUIRED SERVICE AND AIR
FLOW CLEARANCES
LIQUID LINE
SUCTION LINE w/ 1" ARMAFLEX
INSULATION AND ALUMINUM JACKET
ROOF
CONDENSING UNIT
ROOFING UP UNDER CURB
COVER
PATE PCA-B PIPE ROOF
CURB
SEAL INSULATION TO BOOT
SUCTION LINE w/ 1" ARMAFLEX
INSULATION AND ALUMINUM JACKET
INSULATE TO UNDERSIDE
OF BOOT
ROOF CONSTRUCTION
LIQUID LINE
PATE CURB COVER
PATE STEPPED BOOT
WITH S.S. CLAMP
NOTES:
1. USE SINGLE BOOT CURB FOR
3" AND LARGER PIPE.
2. RUN BOTH SUCTION LINE AND
LIQUID LINE THRU CURB.
ALL ROOF WORK TO BE DONE BY BUILDING
ROOFER. COORDINATE WITH BUILDING
ENGINEER TO MAINTAIN WARRANTY
PROVIDE COMPOSITE
VIBRATION ISOLATION
PADS BETWEEN ROOFTOP
UNIT AND CURB.
ROOF
OSA
FLEX CONNECTOR
UNION TYP.
SUPPORT DUCT BELOW
FLEX CONNECTOR FROM
BUILDING STRUCTURE.
PROVIDE ROOF CURB
ADAPTER AND MOUNT ON
EXISTING ROOF CURB.
SEAL WATER TIGHT.
AIR ECONOMIZER
PACKAGE/OUTSIDE AIR HOOD
WITH MOTORIZED DAMPER. SEE
SCHEDULE FOR EACH UNIT
REQUIREMENT.
PROVIDE CONDENSATE TRAP
PER MANUFACTURER'S
RECOMMENDATIONS
CONNECT CONDENSATE
DRAIN PIPING TO EXISTING
NEAR DEMOLISHED UNIT.
ALL UNITS OVER 2000 CFM, UNLESS OTHERWISE REQUIRED BY NOTES, MUST BE PROVIDED WITH
DUCT MOUNTED SMOKE DETECTORS TO SHUT DOWN UNIT IN ACCORDANCE WITH 2018 IMC.
DETECTORS TO BE PROVIDED BY FIRE ALARM CONTRACTOR, WIRED BY ELECTRICAL
CONTRACTOR AND INSTALLED BY MECHANICAL CONTRACTOR IN ACCORDANCE WITH NFPA 72.
SMOKE DETECTORS SHALL BE INSTALLED IN
RETURN AIR SYSTEMS IN THE RETURN AIR DUCT
OR PLENUM UPSTREAM OF ANY FILTERS,
EXHAUST AIR CONNECTIONS OR OUTDOOR AIR
CONNECTIONS. ACCESS SHALL BE PROVIDED TO
SMOKE DETECTORS FOR INSPECTION AND
MAINTENANCE, IN ACCORDANCE WITH SECTION
606 OF THE 2018 IMC. DETECTOR PROVIDED BY
FIRE ALARM CONTRACTOR, WIRED BY
ELECTRICAL CONTRACTOR AND INSTALLED BY
MECHANICAL CONTRACTOR. DETECTORS TO BE
MONITORED BY FIRE ALARM SYSTEM.
MECHANICAL CONTRACTOR TO COORDINATE
WITH FIRE ALARM CONTRACTOR.
ROOFTOP HEAT PUMP UNIT
SUPPLY
RETURN
VERTICAL SUPPLY & RETURN
CONFIGURATION SHOWN,
HORIZONTAL SIMILAR.
CONDENSATE DRAIN TRAPS:
DRAW-THROUGH APPLICATION (NEGATIVE STATIC PRESSURE)
X = 1/2 * "H"
H = AT LEAST 1" PLUS CASING STATIC PRESSURE
TOTAL HEIGHT OF TRAP = X + H + (1/2 * PIPE DIA.)**
BLOW-THROUGH APPLICATION (POSITIVE STATIC PRESSURE)
X = AT LEAST 1" PLUS CASING STATIC PRESSURE
H = AT LEAST 1"
TOTAL HEIGHT OF TRAP = X + H + (1/2 * PIPE DIA.)**
DRAIN PIPING SHALL BE THE SAME SIZE AS THE DRAIN PAN
CONNECTION. SEE FLOOR PLANS FOR ROUTING AND LOCATION OF ALL
CONDENSATE DRAIN PIPING.
** WITHOUT INSULATION
UNION
CONDENSATE
DRAIN PAN
TOTAL HEIGHT
OF TRAP
X
H
OPEN VENT HEIGHT SHALL NOT
EXCEED DRAIN PAN ELEVATION
FOR EXTERIOR COILS
WHERE LOCATED ABOVE HARD-LID
CEILINGS, PROVIDE WATER LEVEL
DETECTION DEVICE IN CONDENSATE
DRAIN PAN TO SHUT DOWN UNIT UPON
DETECTION OF WATER PER 2018 IMC
307.2.3.
REFER TO FLOOR PLANS
FOR DRAIN SIZE AND
TERMINATION LOCATION.
R
e
g
i
s
t
e
r
e
d
P
r
o
f
e
s
s
i
o
n
a
l
E
n
g
i
n
e
e
r
(
M
e
c
h
a
n
i
c
a
l
)
C
E
R
T
I
F
I
C
A
T
E
N
O
.
52328
JONATHON K.
PFANTZ
A
R
I
Z
O
N
A
U.
S.
A.
D
a
t
e
S
i
g
n
e
d
.
.
.
.
.
.
.
.
.
.
.
.
.
.
© 2021 Holly Street Studio, LLC
sheet number
project no.
date
phase
title
1319 E VanBuren St.
Phoenix, AZ 85006
o: 602.258.8555
hollystreetstudio.com
revisions
221065.200
JONATHON PFANTZ
11/03/22
11/4/2022 10:01:02 AM
M4.1
MECHANICAL
DETAILS
CONSTRUCTION
DOCUMENTS
04 NOV 2022
GLENDALE DCRP BEAD
MUSEUM RENOVATION
5750 W Glenn Drive
Glendale, AZ 85301
202169.4
NOT TO SCALE
CEILING MOUNTED EXHAUST FAN DETAIL
1
NOT TO SCALE
SPLIT SYSTEM REFRIGERANT PIPING DETAIL
2
NOT TO SCALE
OUTDOOR CONDENSING UNIT DETAIL
3
NOT TO SCALE
REFRIGERANT PIPING THRU ROOF DETAIL
4
NOT TO SCALE
ROOFTOP PACKAGED HEAT PUMP UNIT DETAIL
5
NOT TO SCALE
CONDENSATE DRAIN DETAIL
6
No.
Description
Date
ENERGY SYSTEMS DESIGN
7135 East Camelback Road
Suite 275
Scottsdale AZ 85251
P: 480.481.4900
www.esdengineers.com
Design Contact:
Project #
221065.200
JAYSON JAY
© 2021 Holly Street Studio, LLC
sheet number
project no.
date
phase
title
1319 E VanBuren St.
Phoenix, AZ 85006
o: 602.258.8555
hollystreetstudio.com
revisions
10/28/2022 8:27:27 AM
CONSTRUCTION
DOCUMENTS
04 NOV 2022
GLENDALE DCRP BEAD
MUSEUM RENOVATION
5750 W Glenn Drive
Glendale, AZ 85301
202169.4
No.
1
Description
PERMIT COMMENTS
Date
12/5/22
P1.0
PLUMBING
LEGEND AND
NOTES
”
”
FF
EE
DD
CC
BB
AA
01
02
03
04
05
restroom (e)
115
restroom (e)
114
office
113
Office
112
storage
111
i.t.
110
fire riser
109
electrical
108
jan
106
ada-unisex rr
104
ada-unisex rr
103
conf - large
102
open office 1
119
open office 3
116
open office 2
117
conf - small
107
lobby / reception
100
FF
EE
DD
CC
BB
AA
01
02
03
04
05
LC
ENERGY SYSTEMS DESIGN
7135 East Camelback Road
Suite 275
Scottsdale AZ 85251
P: 480.481.4900
www.esdengineers.com
Design Contact:
Project #
221065.200
JAYSON JAY
© 2021 Holly Street Studio, LLC
sheet number
project no.
date
phase
title
1319 E VanBuren St.
Phoenix, AZ 85006
o: 602.258.8555
hollystreetstudio.com
revisions
10/28/2022 8:27:27 AM
CONSTRUCTION
DOCUMENTS
04 NOV 2022
GLENDALE DCRP BEAD
MUSEUM RENOVATION
5750 W Glenn Drive
Glendale, AZ 85301
202169.4
No.
1
Description
PERMIT COMMENTS
Date
12/5/22
P2.0
PLUMBING
FLOOR PLAN
CONDUCTOR TERMINATION POINT.
GROUND. SIZE GROUNDING PER THE LATEST ADOPTED NATIONAL
ELECTRICAL CODE. UNO
FUSE. AMPERE RATING INDICATED. (BUSSMANN DESIGNATION UNO)
INDICATES DRAW-OUT DEVICE.
FUSED PULL-OUT. AMPERE RATING AND # OF POLES INDICATED.
FUSED SWITCH. AMPERE RATING AND # OF POLES INDICATED.
UTILITY METER.
CURRENT TRANSFORMER.
CIRCUIT BREAKER. AMPERE RATING AND # OF POLES INDICATED.
M
ONE-LINE DIAGRAM SYMBOLS
#
MAGNETIC MOTOR STARTER. NEMA SIZE INDICATED. PROVIDE WITH
OPTIONAL FEATURES SCHEDULED.
TRANSFORMER, DRY TYPE, PAD PAD MOUNT, WITH kVA, PRIMARY AND
SECONDARY VOLTAGE, MINIMUM IMPEDANCE, AND "K" RATING AS NOTED.
PROVIDE SEPERATELY DERIVED SOURCE GROUNDING PER NEC 250 SIZE AS
NOTED. 150° C RISE UNO.
BOND TO STRUCTURAL STEEL. SIZE AS NOTED.
BOND TO GAS, WATER, FIRE SPRINKLER PIPING SYSTEMS. SIZE AS NOTED.
BF
BASE FEED
TS
TIME SWITCH
WH
WATER HEATER
LC
LIGHTING CONTACTOR
TIME CLOCK
TC
IG
ISOLATED GROUND CONDUCTOR/RECEPTACLE
AFF
AFC
AFG
AIC
ATS
DISP
DW
EC
EDF
EF
EUH
CAC/CRAC
COMPUTER ROOM AIR CONDITIONING
DISPOSAL
DISHWASHER
EVAPORATIVE COOLER
ELECTRIC DRINKING FOUNTAIN
ABOVE FINISHED FLOOR
ABOVE FINISHED GRADE
ABBREVIATIONS
AUTOMATIC TRANSFER SWITCH
AMPERE INTERRUPTING CAPACITY
AVAILABLE FAULT CURRENT
EXHAUST FAN
ELECTRIC UNIT HEATER
GF/GFP
G/GRD
GFI/GFCI
IM
NL
NF
NIC
N
MCC
PANEL
PNL
SES
RA
UNO
SWBD
VFD
WP
SF
NIGHT LIGHT
NON-FUSED
SWITCHBOARD
VARIABLE FREQUENCY DRIVE
ICE MACHINE/MAKER
COPPER GROUNDING/BONDING CONDUCTOR
MOTOR CONTROL CENTER
SERVICE ENTRANCE SWITCHBOARD
UNLESS NOTED OTHERWISE
GROUND FAULT CIRCUIT INTERRUPTER
GROUND FAULT PROTECTED
WEATHERPROOF
NOT IN CONTRACT
NEUTRAL CONDUCTOR
SUPPLY FAN
RETURN AIR FAN
XFMR
TRANSFORMER
EMERGENCY PHONE
EP
HID
HIGH INTENSITY DISCHARGED
MH
METAL HALIDE
CF
COMPACT FLUORESCENT
HIGH PRESSURE SODIUM
HPS
ST
SHUNT TRIP
EMT
ELECTRICAL METALLIC TUBING
RMC
RIGID METAL CONDUIT
RIGID PVC CONDUIT, SCHEDULE 40 UNO
PVC
LKH
LOCKING HANDLE CIRCUIT BREAKER "LOCK-DOG"
C
CEILING MOUNTED DEVICE
RAF
RAISED ACCESS FLOOR
LOTO
LOCK OUT TAG OUT CIRCUIT BREAKER
MULTI OUTLET ASSEMBLY. PROVIDE RECEPTACLES AS NOTED. PROVIDE ALL COMPONENTS REQUIRED
FOR A COMPLETE AND OPERATIONAL SYSTEM.
SPECIAL PURPOSE RECEPTACLE WITH NEMA CONFIGURATION NOTED, i.e.; 6-50, 15-20, ETC.
FLUSH FLOOR OUTLET WITH DEVICE SYMBOLIZED. PROVIDE ITS
BRASS DEVICE PLATE AND CARPET FLANGE, IN CARPETED
AREAS. TELEPHONE AND DATA OUTLETS SHALL HAVE MIN. 1"C.
WITH PULL STRINGS STUBBED UP INTO ACCESSIBLE CEILING
SPACE. PROVIDE CONDUIT BUSHINGS ABOVE CEILING.
EMERGENCY LIGHT BATTERY PACK WITH TWIN LAMP HEADS. SEE LUMINAIRE SCHEDULE FOR TYPE AND
DESCRIPTION.
L#
b
#
L#
#
b
L#
#
b
#
b
L#
#
L#
L#
#
L#
J
NL
NOTE: NOT ALL SYMBOLS ARE USED.
LUMINAIRE SYMBOLS
JUNCTION BOX IN ACCESSIBLE LOCATION.
EXIT SIGN. SHADED PORTION INDICATES FACE OF SIGN. SEE LUMINAIRE SCHEDULE FOR TYPE AND
DESCRIPTION.
ROUND RECESSED/SURFACE/WALL MOUNTED LUMINAIRE.
SQUARE RECESSED/SURFACE/WALL MOUNTED LUMINAIRE.
RECESSED/SURFACE WALL WASH LUMINAIRE.
RECESSED/SURFACE LUMINAIRE.
TRACK LIGHTING SYSTEM. TRIANGLES DENOTE TRACK HEADS.
NOTE: REFER TO ABBREVIATIONS FOR RECEPTACLE SUBSCRIPTS.
PROVIDE (2) 20A BRANCH CIRCUITS FOR DUAL SOURCE POWER TO AUTOMATIC TRANSFER SWITCH (AX)
FROM (2) DIFFERENT SOURCES FOR A/B SOURCE OR NORMAL/EMERGENCY SOURCE POWER TO LOAD.
AX SHALL BE UL 924 LISTED AND/OR UL 1008 LISTED. REFER TO FLOOR PLANS, KEYED NOTES, AND/OR
DETAILS FOR ADDITIONAL REQUIREMENTS.
AX
J
J
L#
#
b
L#
#
b
L#
#
b
L#
#
b
UPPER CASE LETTER WITH NUMBER INDICATES TYPE. SEE LUMINAIRE SCHEDULE FOR TYPE AND
DESCRIPTION.
"b"
INDICATES SWITCHING
"#"
INDICATES BRANCH CIRCUIT(S)
"NL"
INDICATES NIGHT LIGHT. LUMINAIRE SHALL BE CIRCUITED UPSTREAM OF ANY
CONTROL DEVICE. EMERGENCY LUMINAIRE WITH FULL OUTPUT EMERGENCY DRIVER OR
BATTERY PACK. SEE LUMINAIRE SCHEDULE FOR TYPE AND DESCRIPTION.
b
L#
#
NL
L#
#
NL
RECESSED/SURFACE STRIP LUMINAIRE.
#
L#
NL
RECEPTACLE SYMBOLS
SIMPLEX
DUPLEX
QUAD-
RUPLEX
FLOOR
BOX
ABOVE
COUNTER
SIMPLEX
DUPLEX
QUADREPLEX
ISOLATED GROUND
SWITCHED
USB CHARGER PORT
DEVICE MOUNTING HEIGHTS
DATA OUTLETS
RECEPTACLES
SWITCHES
DIMMERS
OTHER CONTROLS
TELEPHONE OUTLETS
TIME SWITCHES
CLOCKS
RECEPTACLE(S) LOCATED AT TMB
FA MANUAL PULL STATION
FA AUDIO DEVICES *TO BOTTOM OF LENS*
FA VISUAL DEVICES *TO BOTTOM OF LENS*
TELEVISION OUTLETS
INTERCOM SPEAKERS
+18"
+18"
+46"
+46"
+60"
+46"
+46"
+80"
+80"
+96"
+96"
+96"
+46"
ABOVE COUNTER RECEPTACLES, TELEPHONE, AND DATA OUTLETS
VERIFY WITH ARCHITECT PRIOR TO ROUGH-IN.
+18"
NOTE! ALL HEIGHTS ARE ABOVE FINISHED FLOOR AND TO THE CENTERLINE OF THE INSTALLED DEVICE
U.N.O. THE ELECTRICAL CONTRACTOR SHALL ADJUST THE J-BOX MOUNTING HEIGHT ACCORDINGLY.
SEE POWER AND LIGHTING PLANS FOR ADDITIONAL MOUNTING HEIGHTS SPECIFIED
BY THE OWNER.
4'x4'X3/4" THICK FIRE RATED TELEPHONE BOARD. PROVIDE GROUND BAR KIT WITH .25"X4"X24" COPPER
GROUND BAR, STANDOFF INSULATORS, SST MOUNTING BRACKETS AND SST MOUNTING HARDWARE. FIELD
COORDINATE MOUNTING LOCATION WITHIN ROOM.
S
TV
BF
PROVIDE SYSTEM FURNITURE POWER AND VOICE/DATA BASE FEEDS. PROVIDE SINGLE GANG MUDRING
WITH PULL TAPE TO ACCESSIBLE CEILNG SPACE FOR VOICE/DATA CABLING TO SYSTEM FURNITURE, UNO.
MAKE FINAL CONNECTIONS AS REQUIRED.
COMBINATION POWER/DATA POLE. ALL POWER CONNECTIONS BY ELECTRICAL CONTRACTOR.
AC MOTOR STARTER. NEMA SIZE AS NOTED ON ONE-LINE DIAGRAM. PROVIDE NEMA 3R WHERE
REQUIRED.
PANELBOARD. SURFACE OR FLUSH AS SCHEDULED.
CONDUIT STUB-OUT. CAP AND MARK FOR FUTURE USE.
MOTOR. SIZE AND RATING AS SHOWN. "EF" INDICATES 150 WATT EXHAUST FAN.
CONDUIT STUB-UP.
AC MAGNETIC MOTOR STARTER. HORSEPOWER, VOLTAGE AND PHASE RATED. NUMBER OF POLES AS
REQUIRED. FURNISH WITH (1) N.O./N.C. FIELD CONVERTIBLE AUXILIARY CONTACT AND 120V. CONTROL
COIL. SINGLE SPEED NON-REVERSING U.N.O PROVIDE NEMA 3R WHERE OUTSIDE.
HEAVY DUTY DISCONNECT SWITCH. HORSEPOWER, VOLTAGE AND PHASE RATED. FUSED UNLESS NOTED
"NF" (NON FUSED). SIZE FUSES PER EQUIPMENT MANUFACTURES NAMEPLATE RECOMMENDATIONS.
PROVIDE NEMA 3R WHERE OUTSIDE.
CIRCUITS IN CONDUIT CONCEALED
IN WALLS OR ABOVE CEILING.
HOMERUN TO PANELBOARD OR
AS NOTED.
CIRCUITS IN CONDUIT CONCEALED
IN FLOOR OR BELOW GRADE.
ARROWS INDICATE NUMBER OF PHASE AND NEUTRAL
CONDUCTORS LESS EQUIPMENT AND ISOLATED GROUNDS.
WHERE NO HACHURES ARE SHOWN PROVIDE 2 #12 CU, 1 #
12 CU BOND. WHERE WIRE IS NOTED ON HOMERUN TO BE
LARGER THAN #12, PROVIDE SIZE WIRE AND CONDUIT
INDICATE FOR ENTIRE LENGTH OF CIRCUIT. MINIMUM
CONDUIT SIZE IS 3/4". PROVIDE A BOND WIRE SIZED PER
NEC 250 IN ALL RACEWAYS. GROUND, BOND WIRES AND
SOLATED GROUND WIRES ARE NOT NORMALLY SHOWN ON
THE DRAWINGS.
PROVIDE JUNCTION BOX (SINGLE GANG MUD RING) IN WALL AND 1"
CONDUIT WITH PULL STRING UP INTO ACCESSIBLE CEILING SPACE
U.N.O. PROVIDE CONDUIT BUSHING ABOVE CEILING.
"P" INDICATES PAYPHONE PROVIDE #6 CU GROUND
FLEXIBLE CONDUIT CONNECTION TO EQUIPMENT. "WP" INDICATES LIQUID TIGHT AND WEATHERPROOF
COVER.
TELEVISION OUTLET. PROVIDE 3/4"C. WITH PULL STRING UP INTO ACCESSIBLE CEILING SPACE U.N.O. PROVIDE
CONDUIT BUSHING ABOVE CEILING.
WALL MOUNTED SPEAKER. REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL REQUIREMENTS.
WALL MOUNTED CLOCK. REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL REQUIREMENTS.
TMB
TTC
TELEPHONE TERMINAL CABINET. NEMA 3R HINGED DOOR. COORDINATE SIZE WITH SERVING UTILITY. PROVIDE
#6 SOLID CU GROUND.
MOTOR SPEED CONTROL SWITCH. FURNISHED BY MECHANICAL CONTRACTOR
INSTALLED BY ELECTRICAL CONTRACTOR.
MOTOR RATED, 1hp, TOGGLE SWITCH WITH RED PILOT LIGHT AND THERMAL OVERLOAD
RELAY. REFER TO BRANCH CIRCUIT FOR VOLTAGE. EQUAL TO SQUARE D CLASS 2510 TYPE F MANUAL
SWITCH. NEMA 3R WHERE OUTSIDE.
MOTOR RATED, 1hp, KEYED OPERATED SWITCH WITH RED PILOT LIGHT AND THERMAL
OVERLOAD RELAY. REFER TO BRANCH CIRCUIT FOR VOLTAGE. EQUAL TO SQUARE D
CLASS 2510 TYPE F MANUAL SWITCH. NEMA 3R WHERE OUTSIDE.
V
T
TK
J
J
WALL
FLOOR
BOX
ABOVE
COUNTER
DATA OUTLET
TELEPHONE OUTLET
COMBINATION DATA AND
COMMUNICATION JACK
TELECOMMUNICATION SYMBOLS
GENERAL SYMBOLS
SINGLE POLE SWITCH.
TELEPHONE MOUNTING BOARD
TMB
GENERAL NOTES
1.
PRIOR TO ROUGH-IN AND FINAL CONNECTION, VERIFY ELECTRICAL
CHARACTERISTICS AND EXACT LOCATION OF EQUIPMENT.
2.
COORDINATE THE SCHEDULE OF CONSTRUCTION WITH THE OWNER AND
OTHER TRADES (PRIOR TO STARTING ANY WORK).
3.
GROUT AND SEAL ALL CONDUIT PENETRATIONS OF WALLS AND FLOOR
SLABS TO PRESERVE FIRE RATING AND WATERTIGHT INTEGRITY.
4.
DRAWINGS SHOW EXISTING CONDITIONS OF THE SITE. AN ATTEMPT HAS
BEEN MADE TO SHOW EXISTING BUILDINGS, DETAILS, ETC., BUT ACCURACY
CANNOT BE GUARANTEED. VERIFY EXACT LOCATIONS OF ALL CIRCUITS,
CONDUIT, PIPING, EQUIPMENT, ETC. VERIFY ALL BUILDING DETAILS.
5.
SEE SPECIFICATIONS, DRAWING Exx, FOR ADDITIONAL REQUIREMENTS.
6.
THE OWNER WILL OCCUPY THE EXISTING BUILDING DURING THE LIFE OF
THIS CONTRACT AND ALL WORK SHALL BE SCHEDULED AT SUCH TIME AND
IN SUCH A MANNER TO MINIMIZE INTERFERENCE AND INCONVENIENCE TO
THE OWNER. THE ELECTRICAL CONTRACTOR MUST OBTAIN THE APPROVAL
OF THE CONSTRUCTION MANAGER OR OWNER BEFORE STARTING ANY
WORK WITHIN THE EXISTING BUILDING.
7.
EXISTING POWER OR LIGHTING CIRCUITS WHICH POWER DEVICES IN OTHER
AREAS, AS WELL AS DEVICES IN THE DEMOLITION AREA (IF ANY), SHALL
SHALL BE DISCONNECTED FOR AS SHORT A TIME AS NECESSARY. VERIFY
WITH SITE PERSONNEL PRIOR TO THE DISCONNECTION OF ANY CIRCUITS.
8.
IF ANY EXISTING CIRCUIT CANNOT BE IDENTIFIED, THE CONTRACTOR SHALL
USE A CIRCUIT TRACER TO DETERMINE ITS SOURCE. ARCING TO GROUND
IS NOT AN ACCEPTABLE PRACTICE AT THIS FACILITY.
R
e
g
i
s
t
e
r
e
d
P
r
o
f
e
s
s
i
o
n
a
l
E
n
g
i
n
e
e
r
(
E
l
e
c
t
r
i
c
a
l
)
C
E
R
T
I
F
I
C
A
T
E
N
O
.
53328
NATHAN
A
R
I
Z
O
N
A
U.
S.
A.
D
a
t
e
S
i
g
n
e
d
.
.
.
.
.
.
.
.
.
.
.
.
.
.
SHORT
© 2021 Holly Street Studio, LLC
sheet number
project no.
date
phase
title
1319 E VanBuren St.
Phoenix, AZ 85006
o: 602.258.8555
hollystreetstudio.com
revisions
221065.200
SAM BUHR
12/07/22
12/7/2022 4:37:59 PM
E0.0
SYMBOLS,
ABBREVIATIONS,
AND GENERAL
NOTES
CONSTRUCTION
DOCUMENTS
04 NOV 2022
GLENDALE DCRP BEAD
MUSEUM RENOVATION
5750 W Glenn Drive
Glendale, AZ 85301
202169.4
ELECTRICAL SHEET INDEX
SHEET
NUMBER
SHEET NAME
E0.0
SYMBOLS, ABBREVIATIONS, AND GENERAL NOTES
E0.1
LIGHTING, COMCHECK, AND EQUIPMENT SCHEDULES
E0.2
FIRE ALARM SYMBOLS, NOTES, AND RISER
E0.3
ELECTRICAL SPECIFICATIONS
E1.0
BEAD BUILDING - ELECTRICAL DEMOLITION PLANS
E2.0
BEAD BUILDING POWER PLANS
E3.0
BEAD BUILDING LIGHTING PLAN
E5.0
BEAD ONE-LINE DIAGRAM
E5.1
BEAD BUILDING - PANEL SCHEDULES
No.
Description
Date
1
2
3
M
M
P
T
ND
M
PM
LV
TS
LV
ND
AX
LIGHTING CONTROL LEGEND
TYPE
DESCRIPTION AND CATALOG NUMBER
WALL SWITCH MOTION SENSOR WITH ON/OFF CONTROL BUTTONS AND
PROGRAMMED TO VACANCY OPERATING MODE. STAND ALONE SENSOR AND/OR
CONNECTION TO REMOTE POWER PACK PERMITTED. DUAL TECHNOLOGY.
RATED FOR MINIMUM 800W @ 120V, 1000W @ 277V, 1/4hp. SMALL MOTION
DETECTION TO MINIMUM 20 FEET.
CEILING MOUNTED MOTION SENSOR. DUAL TECHNOLOGY, 360° COVERAGE.
PROVIDE WITH COMPATIBLE POWER PACK(S) WITH SEPARATE RELAYS FOR
QUANTITY OF ZONES INDICATED ON PLANS. MOTION SENSOR SHALL SWITCH
ALL ZONES IN RANGE OF SENSOR OR AS NOTED ON PLANS BY LOWERCASE
LETTER. SENSOR SHALL PROVIDE AUTOMATIC LIGHTING CONTROL
RESPONSE TO 50% POWER (EXCEPT FOR IN RESTROOMS AND CORRIDORS
WHICH SHALL COME TO FULL BRIGHTNESS, OR UNO). LOW VOLTAGE
SWITCHES(S) IN SPACE SHALL BE CONNECTED TO POWER PACK(S). PROVIDE
DIMMING WIRING.
INDOOR, CEILING MOUNTED PHOTOSENSOR FOR AUTOMATIC RESPONSIVE
DAYLIGHT HARVESTING. LIGHTS IN CONTROLLED AREA (DAYLIGHT ZONE)
SHALL DIM CONTINUOUSLY FROM 100% TO AT LEAST 10% AND ALSO ALLOW
FOR COMPLETE SHUTOFF. PROVIDE WITH COMPATIBLE POWER PACK(S).
PROVIDE DIMMING WIRING.
TOUCHSCREEN FOR ZONE AND SCENE CONTROL AND
PROGRAMMING INTERFACE FOR ZONE(S) AS INDICATED
ON PLANS BY LOWERCASE LETTER. ZONES INDICATED
WITHIN BRACKETS SHALL BE CONTROLLED TOGETHER
BY COMMON SCENE.
NOTES:
1.
ACCEPTABLE MANUFACTURERS ARE NLIGHT, LUTRON, EATON, ENLIGHTED,
ECHOFLEX, HUBBEL, OR WATTSTOPPER.
2.
CONTRACTOR SHALL INCLUDE WORK IN BID TO HAVE THE MANUFACTURER
MAKE INSTALLATION DRAWINGS FOR ALL CONFIGURATIONS, SYSTEM
PROGRAMMING, FINAL ADJUSTMENTS OF SENSITIVITY AND AIMING OF ALL
SENSORS.
3.
ADJUST OCCUPANCY SENSOR TIME DELAY OFF PER OWNERS REQUIREMENTS
UP TO 20min MAXIMUM.
4.
CONNECT AND PROVIDE WIRING AS REQUIRED BY MANUFACTURER. ALL
WIRING (INCLUDING LOW VOLTAGE) SHALL BE IN 3/4" MIN. CONDUIT OR RUN
ON APPROVED CABLE TRAY OR HANGARS.
5.
IN A WIRED SYSTEM, CONTRACTOR SHALL INCLUDE ALL REQUIRED LOW
VOLTAGE DIMMER WIRE (VIOLET AND GRAY, CAT 5E, OR PER
MANUFACTURER) FROM ALL CONTROL DEVICES THAT INCLUDE DIMMING
RAISE/LOWER CONTROL AND TO THE RESPECTIVE LUMINAIRES IN THE
ROOM/ZONE. THE SAME CONDUIT AS LINE VOLTAGE WIRE MAY BE USED IF
THE LOW VOLTAGE WIREHAS THE SAME INSULATION CLASS, ALL
COMPONENTS OF THE SYSTEM ARE RATED FOR CLASS 1, AND INSTALLATION
IS MADE IN ACCORDANCE WITH NEC 725.48. IN A WIRELESS SYSTEM,
CONTRACTOR SHALL CONNECT AND PROGRAM ALL LUMINARES AND
CONTROL DEVICES AS REQUIRED FOR A FULLY FUNCTIONAL SYSTEM.
6.
PROVIDE SUFFICIENT RELAYS/POWER PACKS FOR INSTALLATION SHOWN.
7.
RELAY/POWER PACKS SHALL BE RATED FOR PERMANENT INSTALLATION AND
FOR THE CONNECTED LOAD, 1HP AT 120V OR 277V.
8.
ALL RELAY/POWER PACKS SHALL INCLUDE INTERNAL FUSE PROTECTION TO
PROTECT DEVICE SCCR WHERE LOCATED WITHIN 15' OF THE SOURCE POWER
PANEL, OR ANY SITUATION WHERE AVAILABLE FAULT CURRENT AT
RELAY/POWER PACK EXCEEDS 5,000.
9.
COORDINATE ALL TRIM AND DEVICE COLORS WITH ARCHITECT.
10.
REFER TO MANUFACTURER INSTALLATION CONTROL WIRING DIAGRAMS FOR
ADDITIONAL REQUIREMENTS.
WALL SWITCH MOTION SENSOR WITH ON/OFF AND RAISE/LOWER CONTROL
BUTTONS AND AUTOMATIC LIGHTING CONTROL RESPONSE TO 50% POWER
UNO. STAND ALONE SENSOR AND/OR CONNECTION TO REMOTE POWER
PACK PERMITTED. DUAL TECHNOLOGY. RATED FOR MINIMUM 800W @ 120V,
1000W @ 277V, 1/4hp. SMALL MOTION DETECTION TO MINIMUM 20 FEET.
PROVIDE DIMMING WIRING.
INDOOR, CEILING MOUNTED COMBINATION MOTION AND PHOTOSENSOR
FOR AUTOMATIC RESPONSIVE DAYLIGHT HARVESTING. LIGHTS IN
CONTROLLED AREA (DAYLIGHT ZONE) SHALL DIM CONTINUOUSLY FROM
100% TO AT LEAST 10% AND ALSO ALLOW FOR COMPLETE SHUTOFF.
DAYLIGHT RESPONSE SHALL ONLY ACTIVATE WHEN MOTION IN SAME AREA
IS DETECTED. PROVIDE WITH COMPATIBLE POWER PACK(S). PROVIDE
DIMMING WIRING.
LOW VOLTAGE SWITCH FOR MANUAL ON/OFF AND RAISE/LOWER CONTROL
OF ZONE(S) AS INDICATED ON PLANS BY LOWERCASE LETTER. ZONES
INDICATED WITHIN BRACKETS SHALL BE CONTROLLED TOGETHER BY
COMMON SCENE CONTROLLER. SWITCH SHALL BE CONNECTED TO MOTION
SENSORS AND/OR LIGHTING SYSTEM AND CONTROL ZONES SHOWN ON
PLANS.
DIGITAL TIMESWITCH WITH 7-DAY CLOCK AND SETTINGS, HOLIDAY SKIP
FEATURE AND BACKUP BATTERY. PROVIDE COMPATIBLE OVERRIDE
SWITCH.
LINE VOLTAGE SWITCH FOR MANUAL CONTROL OF LIGHTS FOR AN AREA
EXEMPTED FROM ADDITIONAL AUTOMATIC OR LIGHT REDUCTION
CONTROLS (CONTINUOUSLY LIT SECURITY/EMERGENCY AREA, INTERIOR
EXIT STAIRWAY/RAMP/PASSAGEWAY, OR ELECTRICAL ROOMS)
LOW VOLTAGE SWITCH FOR MANUAL ON/OFF CONTROL OF ZONE(S) AS
INDICATED ON PLANS. SWITCH SHALL BE CONNECTED TO MOTION
SENSORS AND/OR LIGHTING SYSTEM AND CONTROL ZONES SHOWN ON
PLANS.
PROVIDE (2) 20A BRANCH CIRCUITS FOR DUAL SOURCE POWER TO
AUTOMATIC TRANSFER SWITCH (AX) FROM (2) DIFFERENT SOURCES FOR
A/B SOURCE OR NORMAL/EMERGENCY SOURCE POWER TO LOAD. AX
SHALL BE UL 924 LISTED AND/OR UL 1008 LISTED. REFER TO FLOOR PLANS,
KEYED NOTES, AND/OR DETAILS FOR ADDITIONAL REQUIREMENTS.
VERIFY MOUNTING TYPE AND DIRECTIONAL CHEVRONS WITH DRAWINGS PRIOR TO ORDERING. EXIT SIGN WATTAGE SHALL NOT EXCEED 5 WATTS PER SIDE. COLOR SHALL MATCH
BUILDING STANDARD.
BOTTOM OF FIXTURE SHALL BE MOUNTED LEVEL WITH ADJACENT CEILING. CONTRACTOR TO FIELD ADJUST AIRCRAFT CABLE SUSPENSION TO MATCH CEILING HEIGHT.
LINEAR PENDANT FIXTURE TYPE "L01" MOTION SENSOR SHALL BE INTEGRAL TO FIXTURE FOR OPEN OFFICE AREAS.
a,b,...
[a,b,...]
OR
a,b,...
[a,b,...]
OR
LUMINAIRE SCHEDULE KEYED NOTES
LUMINAIRE SCHEDULE GENERAL NOTES
1.
ELECTRICAL CONTRACTOR SHALL VERIFY FINISHES AND COLORS OF ALL LIGHTING PRODUCTS WITH ARCHITECT.
2.
'NL' DENOTES NIGHT LIGHT IS CONNECTED TO AN UNSWITCHED CONDUCTOR.
3.
PROVIDE 1400 LUMEN INTEGRAL BATTERIES WHERE REQUIRED.
4.
ELECTRICAL CONTRACTOR SHALL VERIFY MOUNTING DETAILS OF ANY ATYPICAL LIGHT FIXTURES.
5.
ELECTRICAL CONTRACTOR SHALL VERIFY FINAL LUMINAIRE SELECTION WITH ARCHITECT AND GENERAL CONTRACTOR. NOTIFY ELECTRICAL ENGINEER WITH ANY LAMP
WATTAGE CHANGES.
6.
ALL MOUNTING HEIGHTS NOTED IN SCHEDULE SHALL BE TO THE BOTTOM OF THE LUMINAIRE. PROVIDE PENDANT, CABLE, OR POLE LENGTHS TO ACHEIVE THE NOTED
MOUNTING HEIGHT AND CENTER WALL MOUNTED LUMIANIRES AND ASSOCIATED JUNCTION BOX ACCORDINGLY.
7.
REFER TO ARCHITECTURAL PLANS FOR EXACT MOUNTING HEIGHTS OF ALL WALL MOUNTED LUMINAIRES PRIOR TO FINAL ROUGH-IN.
8.
REFER TO ARCHITECTURAL PLANS FOR LUMINAIRE LENGTHS FOR CONTINUOUS RUNS.
9.
VERIFY MOUNTING TYPE AND DIRECTIONAL CHEVRONS OF EXIT SIGNS WITH DRAWINGS PRIOR TO ORDERING.
10.
PROVIDE A DIMMABLE 0-10V, EMERGENCY POWER PACK WITH EMERGENCY SHUNT RELAY, UL924 RATED. REFER TO MANUFACTURER'S WIRING DIAGRAM FOR
EMERGENCY LUMINAIRE. DEVICE SHALL ALLOW DIMMING OF EMERGENCY FIXTURE WITH FULL ILLUMINATION OF EMERGENCY LUMINAIRE IN THE EVENT OF NORMAL
POWER LOSS. CONTROL SYSTEM MINIMUM SETPOINT (LOW END TRIM) SHALL BE COMMISSIONED AND SET TO ENSURE THAT THE ROOM'S EMERGENCY LUMINAIRES
CANNOT BE DIMMED BELOW THE LEVEL REQUIRED TO PROVIDE A MINIMUM 1FC ALONG THE PATH OF EGRESS FOR NORMAL EGRESS LIGHTING. THIS SETPOINT SHALL
NOT PERMIT THE PHOTOSENSOR OR MANUAL SWITCHES TO DIM THE LIGHTING IN THE ROOM BELOW THE IBC NORMAL EGRESS LIGHT LEVEL REQUIREMENTS.
11.
CONTRACTOR SHALL GUARANTEE DIMMING PERFORMANCE OF ANY LAMPS OR FIXTURES THAT ARE SUBSTITUTED FROM ORIGINAL DESIGN.
12.
CONTRACTOR SHALL PROVIDE COMPATIBLE DIMMER CONTROL FOR ALL DIMMING LAMPS AND LIGHTING FIXTURES.
13.
ALTERNATE LIGHTS SHALL BE PROVIDED WITH PHOTOMETRIC EQUALS THAT INCLUDE TUNABLE WHITE FIXTURES AS NOTED, NO EXCEPTIONS.
R
e
g
i
s
t
e
r
e
d
P
r
o
f
e
s
s
i
o
n
a
l
E
n
g
i
n
e
e
r
(
E
l
e
c
t
r
i
c
a
l
)
C
E
R
T
I
F
I
C
A
T
E
N
O
.
53328
NATHAN
A
R
I
Z
O
N
A
U.
S.
A.
D
a
t
e
S
i
g
n
e
d
.
.
.
.
.
.
.
.
.
.
.
.
.
.
SHORT
© 2021 Holly Street Studio, LLC
sheet number
project no.
date
phase
title
1319 E VanBuren St.
Phoenix, AZ 85006
o: 602.258.8555
hollystreetstudio.com
revisions
221065.200
SAM BUHR
12/07/22
12/7/2022 4:38:00 PM
E0.1
LIGHTING,
COMCHECK, AND
EQUIPMENT
SCHEDULES
CONSTRUCTION
DOCUMENTS
04 NOV 2022
GLENDALE DCRP BEAD
MUSEUM RENOVATION
5750 W Glenn Drive
Glendale, AZ 85301
202169.4
INTERIOR LUMINAIRE SCHEDULE
MARK
MANF.
MODEL
CATALOG NUMBER
DESCRIPTION
LAMP
CCT
LUMENS
VOLTS
POWER
POWER
DENSITY
MOUNTING
Keynote
D61E
LITHONIA
LIGHTING
LDN6
LDN6-35/10-L06AR-LSS-MVOLT-GZ1-ELRSD
6" LED DOWNLIGHT, WITH EMERGENCY
BATTERY PACK
LED
3500 K
987 lm
120 V
10 VA
RECESSED
D62
LITHONIA
LIGHTING
LDN6
LDN6-35/15-L06AR-LSS-MVOLT-GZ1
6" LED DOWNLIGHT
LED
3500 K
1573 lm
120 V
18 VA
RECESSED
D62E
LITHONIA
LIGHTING
LDN6
LDN6-35/15-L06AR-LSS-MVOLT-GZ1-ELRSD
6" LED DOWNLIGHT, WITH EMERGENCY
BATTERY PACK
LED
3500 K
1573 lm
120 V
18 VA
RECESSED
L01
FLUXWERX
ILLUMINATION
Profile
PF1-S-D-B-35-[FINISH]-06-S-F2-M-06(CUSTOM)-G-SE1
6’-0” LINEAR PENDANT, 80% DOWNLIGHT /
20% UPLIGHT
LED
3500 K
3933 lm
120 V
35 VA
5.5 W / FT
SUSPENDED -
AIRCRAFT CABLE
2,3
L01E
FLUXWERX
ILLUMINATION
Profile
PF1-S-D-B-35-[FINISH]-06-S-F2-M-06(CUSTOM)-B#-G-SE1
6’-0” LINEAR PENDANT, 80% DOWNLIGHT /
20% UPLIGHT, WITH EMERGENCY
BATTERY BACKUP
LED
3500 K
3933 lm
120 V
35 VA
5.5 W / FT
SUSPENDED -
AIRCRAFT CABLE
2,3
L02
FLUXWERX
ILLUMINATION
Notch1
NN1-L-G1-B-B-35-F2-M-6FT-VN1
6'-0" LINEAR SLOT, RECESSED IN GRID
LED
3500 K
3309 lm
120 V
35 VA
5.5 W / FT
GRID RECESSED
L03
FLUXWERX
ILLUMINATION
Notch1
NN1-L-G1-B-B-35-F2-M-4FT-VN1
4'-0" LINEAR SLOT, RECESSED IN GYP. BD.
CLG.
LED
3500 K
2206 lm
120 V
23 VA
5.5 W / FT
GRID RECESSED
L04
FLUXWERX
ILLUMINATION
Notch1
NN1-L-D2-B-B-35-F2-M-6FT-VN1
6'-0" LINEAR SLOT, RECESSED IN GYP. BD.
CLG.
LED
3500 K
3309 lm
120 V
35 VA
5.5 W / FT
FLANGE RECESSED
(GYP. BD.)
L05
LITHONIA
LIGHTING
CPX 2X4
CPX 2X4 AL08 SWW7 M2
2X4 LED FLAT PANEL
LED
3500 K
4582 lm
120 V
39 VA
RECESSED
L06
LITHONIA
LIGHTING
CSS L48
CSS L48 ALO3 MVOLT SWW3 80CRI
4'-0" LED STRIP LIGHT
LED
3500 K
3247 lm
120 V
28 VA
SURFACE
L06E
LITHONIA
LIGHTING
CSS L48
CSS L48 ALO3 MVOLT SWW3 80CRI EMB
4'-0" LED STRIP LIGHT, WITH EMERGENCY
BATTERY BACKUP
LED
3500 K
3247 lm
120 V
28 VA
SURFACE
X1
LITHONIA
LIGHTING
EXRG
EXRG-EL-M6
EXIT SIGN, RED LETTERS, WITH
EMERGENCY BATTERY BACKUP
LED
120 V
1 VA
UNIVERSAL
1
HVAC/PLUMBING EQUIPMENT CONNECTION SCHEDULE
Type
Mark
DISCONNECT
VOLTAGE
DISC.
SIZE
ENCLOSURE
HP
kW
FLA
#
POLES
VOLTAGE
PANEL
NAME
BRANCH
CIRCUIT
CONDUCTOR REQUIREMENTS
NOTES
# OF SETS
H. #
H. SIZE N. # N. SIZE
GND.
#
GND.
SIZE
Al / CU
CONDUIT
SIZE
HP-3
240V
60A
NEMA 3R
9
25.0 A
3
208 V
'A'
1,3,5
3
8
1
10
CU
3/4"
1
HP-4
240V
60A
NEMA 3R
9
25.0 A
3
208 V
'A'
7,9,11
3
8
1
10
CU
3/4"
1
HP-5
240V
60A
NEMA 3R
9.612
26.7 A
3
208 V
'A'
2,4,6
3
8
1
10
CU
3/4"
1
HP-6
240V
60A
NEMA 3R
9
25.0 A
3
208 V
'A'
8,10,12
3
8
1
10
CU
3/4"
1
PE-6
240V
30A
NEMA 3R
2.304
6.4 A
3
208 V
'A'
20,22,24
3
12
--
--
1
12
CU
3/4"
PE-5
240V
30A
NEMA 3R
1.404
3.9 A
3
208 V
'A'
14,16,18
3
12
--
--
1
12
CU
3/4"
PE-4
240V
30A
NEMA 3R
2.304
6.4 A
3
208 V
'A'
19,21,23
3
12
--
--
1
12
CU
3/4"
PE-3
240V
30A
NEMA 3R
2.304
6.4 A
3
208 V
'A'
13,15,17
3
12
--
--
1
12
CU
3/4"
CU-1
240V
30A
NEMA 3R
3.515
16.9 A
2
208 V
'A'
25,27
2
10
--
--
1
10
CU
3/4"
FC-1
240V
30A
NEMA1
0.158
0.8 A
2
208 V
'A'
29,31
2
12
--
--
1
12
CU
3/4"
NOTES:
1. REUSE EXISTING CONDUIT TO FULLEST EXTENT POSSIBLE. CONDUIT SIZE INDICATES CONDUIT MINIMUM SIZE FOR NEW AND EXISTING (REPLACE EXISTING IF UNDERSIZED). CONTRACTOR TO COORDINATE
WITH FIELD CONDITIONS.
No.
Description
Date
RTI
RI
ESRP
W
T
S
E
K
NACPS
D
LRR
FACP
FAAP
L
C
H
H
S
D
D
H
S
F
NOT TO SCALE
LONG RANGE RADIO COMMUNICATING TRANSMITTER
NOTIFICATION APPLIANCE CIRCUIT POWER SUPPLY
FIRE SPRINKLER TAMPER / OSY / PIV VALVE SUPERVISORY SWITCH
REMOTE TROUBLE INDICATOR
WATERFLOW DEVICE
REMOTE INDICATOR
ELEVATOR SUPERVISORY RECALL PANEL
ELEVATOR RECALL DESIGNATION
ELEVATOR SHUNT TRIP
INTERFACE TO KITCHEN HOOD
CHIME STROBE (SHOW CANDELA)
STROBE ONLY (SHOW CANDELA)
FIRE ALARM CONTROL PANEL
FIRE ALARM ANNUNCIATOR
SMOKE DETECTOR (ADD TYPE)
MAGNETIC DOOR HOLDER
HEAT DETECTOR (SHOW TEMP RATING)
HORN STROBE (SHOW CANDELA)
SPEAKER STROBE (SHOW CANDELA)
DUCT SMOKE DETECTOR
FIRE ALARM SYMBOLS
MANUAL PULL STATION
FIRE ALARM SYMBOL NOTES:
1. NOT ALL SYMBOLS ARE USED.
2. "C" DENOTES CEILING MOUNTED DEVICE.
3. "I" DENOTES IONIZATION TYPE DETECTOR.
4. "P" DENOTES PHOTOELECTRICTYPE DETECTOR.
5. MINIMUM CANDELA SHOWN NEXT TO DEVICE ON PLANS.
6. MINIMUM TEMPERATURE RATING SHOWN NEXT TO DEVICE ON PLANS.
SMOKE DETECTOR AND RELAY AT SMOKE FIRE DAMPER. RELAY SHALL BE CONTROLLED BY FIRE ALARM
SYSTEM TO SHUT DOWN POWER TO SMOKE FIRE DAMPER (CLOSING DAMPER) UPON ALARM CONDITION
OF ASSOCIATED SMOKE DETECTOR.
FIRE ALARM RISER DIAGRAM
NOTES:
1.
CONTRACTOR SHALL PROVIDE NECESSARY HARDWARE, PROGRAMMING, WIRING,
BATTERIES, ETC. AS REQUIRED FOR MODIFICATIONS REQUIRED BY THESE DRAWINGS.
2.
LOCATE BOOSTERS IN ELECTRICAL ROOMS. PROVIDE 120V CIRCUIT FROM NEAREST
PANEL FOR POWER.
1.
FIRE ALARM SYSTEM SHALL BE DESIGNED AND PROVIDED PER LATEST ADOPTED EDITION OF ALL APPLICABLE CODES
(IFC, IBC, IMC, NEC) IN EFFECT FOR THE CODE ENFORCEMENT DEPARTMENT HAVING JURISDICTION. IN ADDITION THE
FIRE ALARM SYSTEM SHALL MEET THE OWNER AND ENGINEERS REQUIREMENTS THAT MAY REQUIRE A SYSTEM
EXCEEDING CODE REQUIREMENTS. FIRE ALARM SYSTEM DEVICES SHALL BE INSTALLED PER NFPA 72AND THEIR LISTING
REQUIREMENTS. ALL SYSTEMS ARE TO BE ADA COMPLIANT. CONTRACT DOCUMENTS (INCLUDING MECHANICAL /
ELECTRICAL / CONTROL FIRE ALARM DRAWINGS AND SPECIFICATIONS) PROVIDE ENGINEER'S INTENT OF THE FIRE
ALARM SYSTEM; HOWEVER FINAL NUMBER AND TYPE OF DEVICES / INTERCONNECTIONS / CIRCUITRY / CONTROL
RELAYS / ETC. SHALL BE DETERMINED BY THE SYSTEM DESIGNER AND INCLUDED IN BID PRICE.
2.
BIDDER SHALL REVIEW MECHANICAL (INCLUDING CONTROL) AND OTHER DISCIPLINES CONTRACT DOCUMENTS AND
PROVIDE DEVICES AND CONTROLS NECESSARY FOR A CODE COMPLIANT SYSTEM.
3.
“CONTRACT DOCUMENTS” SHALL BE DEFINED FOR THESE NOTES TO INCLUDE ALL DISCIPLINES DRAWINGS,
SPECIFICATIONS, ADDENDUMS, SUPPLEMENTAL INSTRUCTIONS, GENERAL CONDITIONS, AND CONTROL SHOP
DRAWINGS (WHICH WILL NOT BE AVAILABLE UNTIL CONSTRUCTION IS ONGOING).
4.
DEVICE LOCATIONS AND QUANTITIES SHOWN ON THE DRAWINGS SHOW MINIMUM REQUIRED, HOWEVER, BIDDING
CONTRACTOR SHALL REVIEW AND ADD ADDITIONAL DEVICES TO MEET CODE (WITHOUT MOVING OR DELETING
AUDIO/VISUAL DEVICES ALREADY SHOWN ON THE DRAWINGS). AUDIO/VISUAL DEVICES SHALL REMAIN WHERE SHOWN
AND PREVIOUSLY COORDINATED WITH ARCHITECT. WHEN ADDING DEVICES THEY SHALL BE ADDED AND THEN THE
LOCATIONS APPROVED BY THE ARCHITECT FOR APPEARANCE IN THE SPACE. SOME INEFFICIENCIES MAY OCCUR
ADDING DEVICES INSTEAD OF RE-ARRANGING DEVICES SHOWN ON THE DRAWINGS. ALSO PROVIDING DEVICES SHOWN
ON THE DRAWINGS IN ADDITION TO ANY OTHER DEVICES OR SYSTEM COMPONENTS REQUIRED FOR A CODE
COMPLIANT SYSTEM MAY EXCEED STANDARD CODE REQUIREMENTS. BIDDING CONTRACTOR SHALL ANTICIPATE THIS
IN THE BID.
5.
WHERE THE SYSTEM DESIGNER BELIEVES THE CONTRACT DOCUMENTS ARE IN CONFLICT WITH ADOPTED CODE, THE
SYSTEM DESIGNER SHALL CONTACT THE ENGINEER FOR REVIEW OF THE APPLICATION PRIOR TO BID. IF ISSUE IS NOT
RESOLVED BEFORE THE BID THEN THE CONTRACTOR SHALL INCLUDE IN THE BID TO PROVIDE A CODE REQUIRED
SYSTEM IN ADDITION TO THE ENGINEER INTENDED SYSTEM. CREDIT SHALL BE ISSUED BACK TO THE JOB FOR EXTRA
SYSTEM COMPONENTS NOT USED ONCE THE ISSUE IS RESOLVED.
6.
REFER TO THE ARCHITECTURAL FLOOR PLANS AND ELEVATIONS AND COORDINATE ALL DEVICE LOCATIONS WITH
THEARCHITECT.
7.
A COMPLETE, CODE COMPLIANT, FIRE ALARM SYSTEM ALONG WITH ALL FIRE ALARM DEVICES SHALL BE PROVIDED BY
THE FIRE ALARM SYSTEM CONTRACTOR. DEVICES SUPPLIED SHALL ALSO INCLUDE SMOKE DETECTORS FOR SMOKE
FIRE DAMPERS WITH REQUIRED CIRCUITRY, DUCT DETECTORS AND OTHER SIMILAR FIRE ALARM DEVICES THAT ON
OTHER PROJECT MAY HAVE BEEN PROVIDED BY ANOTHER DIVISION.
8.
SYSTEM DESIGN DRAWINGS SHALL BE STAMPED BY AN INDEPENDENT, REGISTERED ENGINEER NOT ASSOCIATED WITH
THE VENDOR OR DESIGN TEAM. OR THE SYSTEM DESIGN DRAWINGS SHALL BE CERTIFIED BY A LEVEL 3 NICET
DESIGNER.
9.
IT SHALL BE THE GENERAL CONTRACTOR AND FIRE ALARM CONTRACTORS RESPONSIBILITY TO SUBMIT CODE
COMPLIANT FIRE ALARM SYSTEM SHOP DRAWINGS, EQUIPMENT CUT SHEETS, AND ALL OTHER NECESSARY
INFORMATION TO AUTHORITIES HAVING JURISDICTION (AHJ) FOR REVIEW AS MAY BE REQUESTED OR OTHERWISE
REQUIRED TO SECURE APPROVAL AND TO ARRANGE PERTINENT FIELD OBSERVATIONS DURING CONSTRUCTION. ALL
SUBMITTALS AND APPROVALSSHALL BE PROVIDED IN A TIMELY MANNER AND AS REQUIRED TO MEET ALL PROJECT
SCHEDULES. ARCHITECT / ENGINEER SHALL BE COPIED FOR REVIEW OF DEVICE LOCATIONS AND GENERAL SYSTEM
CONFORMANCE WITHSPECIFICATIONS. A/E WILL NOT REVIEW SUBMITTALS FOR CODE COMPLIANCY AS THE
DOCUMENTS SHALL BE SEALED OR CERTIFIED BY OTHERS.
10.
CONTRACTOR SHALL INCLUDE IN BID PRICE ALL FEES REQUIRED BY FIRE ALARM DESIGNER AND VENDOR FOR
PROGRAMMING NEW HARDWARE FOR THE DEVICES SHOWN AND ANY OTHER WORK REQUIRED BY VENDOR. CONTACT
AND COORDINATE FEES WITH VENDOR PRIOR TO BID.
11.
NO WORK SHALL COMMENCE ON THE SYSTEM OR MODIFICATIONS MADE UNTIL A SET OF PLANS APPROVED BY THE AHJ
ARE ON SITE. NO EXCEPTIONS.
12.
CONTRACTOR SHALL MEET WITH THE VENDOR ON SITE PRIOR TO THE START OF ANY MODIFICATIONS TO VERIFY AND
DOCUMENT SYSTEM FUNCTION AND STATUS. CONTRACTOR TO MAKE ARRANGEMENTS WITH FIRE ALARM
CONTRACTOR FOR PROPER DISCONNECT OF SYSTEMS AFFECTED BY CONSTRUCTION. CONTRACTOR SHALL NOT
DISCONNECT ANY SYSTEM WITHOUT THE FIRE ALARM CONTRACTOR PRESENT. ANY OFF NORMAL STATUS SHALL BE
DOCUMENTED AND REPORTED TO THE BUILDING ENGINEER, ARCHITECT & ENGINEER.
13.
PROVIDE ALL NECESSARY HARDWARE AND SOFTWARE FOR A CODE COMPLAINT SYSTEM. AS A MINIMUM PROVIDE 24
HOUR BATTERY BACKUP WITH 5 MINUTES OF ALARM TIME ON SYSTEM.
14.
ALL NEW FIRE ALARM SYSTEM MODIFICATIONS AND INSTALLATIONS SHALL BE PROVIDED BY OR SUPERVISED BY THE
FIRE ALARM VENDOR. THE ELECTRICAL CONTRACTORS BID PRICE SHALL INCLUDE ALL FEES, DEVICES, WIRE, CONDUIT,
LABOR, MATERIAL AND EQUIPMENT TO PROVIDE THEINTENDED INSTALLATION AS INDICATED ON THE CONTRACT
DRAWINGS AND THESE NOTES. ELECTRICAL CONTRACTOR SHALL BE LICENSED TO PERFORM THIS WORK.
15.
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND FIRE ALARM INSTALLER TO CONFIRM ALL EXISTING
WIRINGCONDITIONS OF CIRCUITS THEY WILL MODIFY AS PART OF ANY TENANT IMPROVEMENT PROJECT.
16.
THE FIRE ALARM SUPPLIER SHALL PROVIDE A COMPLETE SET OF INSTALLATION DRAWINGS TO THE CONTRACTOR.
THESE DRAWINGS SHALL BE INCLUSIVE OF FLOOR PLANS, RISER DIAGRAMS, CIRCUIT AND BATTERY CALCULATIONS,
DEVICE TERMINATIONS, ETC.
17.
ALL FIRE ALARM DEVICES AND SYSTEM COMPONENTS SHALL BE NEW AND PROVIDED BY THE FIRE ALARM SYSTEM
VENDOR.
18.
ALL FIRE ALARM SYSTEM DEVICES (SMOKE, HEAT DETECTORS, ETC.), SHALL BE INSTALLED IN ACCORDANCE WITH THE
MANUFACTURER'S INSTRUCTIONS AND THE UL LISTING REQUIREMENTS OF THE DEVICES. DEVICES SHALL COMPLY
WITH NFPA, ADA AND UL STANDARDS / DEVICE LISTINGS AS APPLICABLE.
19.
THE FIRE ALARM INSTALLER SHALL TEST ALL STROBES, HORNS, AND WIRING THAT WILL BE AFFECTED BY THIS PROJECT
PRIOR TO BEGINNING ANY WORK. ANY PROBLEMS SHALL BE MADE KNOWN TO THE OWNER. AFTER THIS PROJECT IS
COMPLETE, THE FIRE ALARM INSTALLER SHALL TEST ALL NEW DEVICES, WIRING AND PROGRAMMING AFFECTED BY
HISPROJECT. AFTER ALL WIRING AND DEVICES HAVE BEEN VERIFIED TO BE CORRECT, THE INSTALLER SHALL COMPL
ETE AN 'INSPECTION AND TESTING' FORM FOR THE PROJECT. FORM SHALL BE AS SHOWN IN THE NATIONAL FIRE ALARM
CODE IN ADDITION TO ANY FORMS REQUIRED BY THE LOCAL AUTHORITY HAVING JURISDICTION.
20.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE STATUS OF THE FACP EVERY DAY THAT WORK IS
PERFORMED ON THE SYSTEM. ANY OFF NORMAL CONDITION SHALL BE REPORTED TO THE BUILDING ENGINEER /
OWNER. ANY SYSTEM DISARRANGEMENT CAUSED BY WORK ON THIS PROJECT SHALL BE IMMEDIATELY CORRECTED.
21.
WHERE DUCT SMOKE DETECTORS OR SMOKE DETECTION AT SMOKE/FIRE DAMPERS IS INDICATED, THE DETECTORS
SHALL BE FURNISHED BY THE FIRE ALARM SUPPLIER, INSTALLED BY THE MECHANICAL CONTRACTOR, AND WIRED (FOR
POWERAND UNIT SHUT DOWN) BY THE ELECTRICAL CONTRACTOR. REFER TO MECHANICAL/CONTROL CONTRACT
DOCUMENTS FOR CONTROL SEQUENCES AND PROVIDE DEVICES AND CONTROL CIRCUITRY AS NOTED.
22.
THE FIRE ALARM INSTALLER SHALL PROVIDE COMPLETE RECORD DRAWINGS OF THE NEW AND EXISTING FIRE ALARM
INSTALLATION WITHIN THE AREA SHOWN AS THE SCOPE OF WORK. THE RECORD DRAWINGS SHALL REFLECT ALL
DEVICE LOCATIONS, WIRE/CONDUIT RUNS AS WELL AS ANY MODIFICATIONS MADE TO THE FIRE ALARM PANEL OR
ANNUNCIATOR. THESE PLANS SHALL BECOME A PART OF THE OWNERS 'AS-BUILT' PLAN SET. RECORD DRAWINGS AND
CLOSE OUT PACKAGE SHALL MEET OR EXCEED AAFAA RECOMMENDATIONS.
FIRE ALARM SYSTEM AND PERFORMANCE NOTES
L
L
L
L
H
H
H
H
S
S
S
T
W
FAAP
B
H
F
F
F
D
D
D
AS
REQD.
AS
REQD.
BOOSTER
LOOP
PULL STATION
SMOKE DETECTION
LOOP
F.A.C.P.
NEW
120V
F.A.
SMOKE DETECTION
LOOP
PROVIDE ADDITONAL HARDWARE/
SOFTWARE AS REQUIRED.
120VAC
CIRCUIT
(PROVIDE
QUANTITY OF
CIRCUITS AS
REQUIRED.)
FIRE ALARM NOTES, SYMBOLS,
AND RISER ARE CONCEPTUAL
AND SHOWN FOR REFERENCE
ONLY. FINAL DESIGN TO BE
SUBMITTED AS A DEFERRED
SUBMITTAL.
FIRE STOP/RESISTIVE NOTES
1.
ALL PENETRATIONS OF FIRE RESISTIVE FLOORS, SHAFTS, ROOF
STRUCTURES, WALLS AND PARTITIONS SHALL BE PROTECTED IN
ACCORDANCE WITH UNIFORM BUILDING CODE REQUIREMENTS INCLUDING
BUT NOT LIMITED TO THE FOLLOWING REQUIREMENTS.
2.
THE CONTRACTORS SHALL BE RESPONSIBLE TO REVIEW EXISTING FACILITY
DOCUMENTS AND DETERMINE THE LOCATIONS AS WELL AS THE FIRE
RESISTIVE TIME AND TEMPERATURE RATINGS OF ALL FIRE RESISTIVE
FLOORS, SHAFTS, WALLS, PARTITIONS, ETC. THE PROPER UL SYSTEM
NUMBER FOR EACH TYPE OF PENETRATION FIRE STOP SHALL THEN BE
DETERMINED AND PROVIDED. SHOP DRAWINGS SHALL BE PREPARED AND
SUBMITTED TO INDICATE ALL NECESSARY FIRE STOP COMBINATIONS
INCLUDING THE UL SYSTEM NUMBERS AND TYPICAL INSTALLATION DETAILS.
3.
FIRE RESISTIVE AND FIRE STOP MATERIALS SHALL BE IN ACCORDANCE WITH
UNDERWRITERS' LABORATORIES (UL) LISTINGS FOR THROUGH- PENETRATION
FIRE PROTECTION SYSTEMS. THE INSTALLATION OF ALL FIRE RESISTIVE AND
FIRE STOP MATERIALS SHALL BE IN ACCORDANCE WITH THE UL LISTING AND
MANUFACTURERS' REQUIREMENTS. THE CONTRACTOR SHALL OBTAIN SHOP
DRAWING INSTALLATION DETAILS FROM THE MANUFACTURER WHICH
INDICATE CONFORMANCE WITH THE UL REQUIREMENTS AND SPECIFY ALL
INSTALLATION REQUIREMENTS WITH ALL VARIABLES DEFINED. THESE
DRAWINGS SHALL BE AVAILABLE ON SITE FOR REVIEW BY THE LOCAL
AUTHORITIES, THE OWNER AND ARCHITECT.
4.
OUTLETS (OPENINGS) IN WALLS OR PARTITIONS REQUIRING PROTECTED
OPENINGS SHALL NOT EXCEED 100 SQUARE INCHES FOR ANY 100 SQUARE
FEET OF WALL OR PARTITION AREA.
R
e
g
i
s
t
e
r
e
d
P
r
o
f
e
s
s
i
o
n
a
l
E
n
g
i
n
e
e
r
(
E
l
e
c
t
r
i
c
a
l
)
C
E
R
T
I
F
I
C
A
T
E
N
O
.
53328
NATHAN
A
R
I
Z
O
N
A
U.
S.
A.
D
a
t
e
S
i
g
n
e
d
.
.
.
.
.
.
.
.
.
.
.
.
.
.
SHORT
© 2021 Holly Street Studio, LLC
sheet number
project no.
date
phase
title
1319 E VanBuren St.
Phoenix, AZ 85006
o: 602.258.8555
hollystreetstudio.com
revisions
221065.200
SAM BUHR
12/07/22
12/7/2022 4:38:01 PM
E0.2
FIRE ALARM
SYMBOLS,
NOTES, AND
RISER
CONSTRUCTION
DOCUMENTS
04 NOV 2022
GLENDALE DCRP BEAD
MUSEUM RENOVATION
5750 W Glenn Drive
Glendale, AZ 85301
202169.4
No.
Description
Date
ELECTRICAL SPECIFICATIONS
1. SUMMARY & GENERAL REQUIREMENTS
1.1 THE WORK UNDER THIS DIVISION INCLUDES
FURNISHING ALL LABOR, MATERIAL AND EQUIPMENT
NECESSARY FOR THE INSTALLATION AND PLACING INTO
OPERATION OF THE ELECTRICAL SYSTEMS AS INDICATED
ON THE DRAWINGS.
1.2 THE WORK SHALL ALSO INCLUDE THE COMPLETION OF
SUCH MINOR DETAILS OF ELECTRICAL WORK NOT
MENTIONED OR SHOWN WHICH ARE NECESSARY FOR
THE SUCCESSFUL OPERATION OF ALL ELECTRICAL
SYSTEMS DESCRIBED ON THE DRAWINGS OR REQUIRED
BY THESE SPECIFICATIONS.
1.3 ALL BRANCH CIRCUITS SHALL BE MINIMUM: #12
THHN/THWN COPPER W/ #12 COPPER BOND IN 1/2"
CONDUIT UNLESS NOTED OTHERWISE. ALL
CONDUCTORS, REGARDLESS OF SIZE SHALL BE COPPER
WITH 90 DEGREE C INSULATION (THHN/THWN OR XHHW).
ALL WIRING SHALL BE IN CONDUIT WITH N.E.C. SIZED
BONDING CONDUCTORS UNLESS NOTED OTHERWISE.
1.4 ELECTRICAL CONTRACTOR SHALL COORDINATE ALL
DEVICE AND LIGHTING FIXTURE FINISHES AND
DIMENSIONS WITH ARCHITECT PRIOR TO PURCHASING
ANY EQUIPMENT. CEILING SPACE IS VERY LIMITED IN THIS
PROJECT AREA. ALSO CONFIRM THE EXACT CEILING
TYPE PRIOR TO ORDERING ANY FIXTURES.
1.5 PLAN AND INSTALL WORK IN SUCH A MANNER AS TO
PREVENT OBSTRUCTIONS, AND KEEP OPENINGS AND
PASSAGEWAYS CLEAR. CONSULT GENERAL CONTRACT
DRAWINGS FOR CONDITIONS AFFECTING THIS WORK AND
VERIFY SPACES IN WHICH WORK WILL BE INSTALLED.
NOTIFY ENGINEER IMMEDIATELY OF POSSIBLE
CONFLICTS. WHERE INTERFERENCE WITH STRUCTURAL,
MECHANICAL OR OTHER FEATURES EXIST, OR WHERE
JOB CONDITIONS REQUIRE REASONABLE CHANGES IN
LOCATIONS AND ARRANGEMENT OF INDICATED
EQUIPMENT, CONDUIT, OUTLETS OR WIRING, THE
CONTRACTOR SHALL MAKE SUCH CHANGES WITHOUT
EXTRA COST TO OWNER, ARCHITECT OR ENGINEER.
1.6 EXISTING CONDUIT RUNS (IF ANY) WHICH MUST BE
MODIFIED AS PART OF THIS PROJECT SHALL NOT BE
ATTACHED TO NOR SUSPENDED BY ANY WIRE OR CABLE
WHICH IS USED TO SUSPEND THE CEILING GRID. NEW
CONDUIT SUPPORTS OR CONDUIT SUPPORT WIRES AND
APPROVED SUPPORTING DEVICES SHALL BE PROVIDED
AS NECESSARY FOR ALL NEW OR EXISTING (TO BE
MODIFIED) CONDUIT RUNS.
1.7 THE CONTRACTOR SHALL NOT INTERRUPT OR
REMOVE ANY EXISTING CIRCUITS OR EQUIPMENT UNLESS
NOTED OTHERWISE ON PLANS. ANY DAMAGED OR
DISRUPTED CIRCUITS OR EQUIPMENT SHALL BE
RESTORED TO LIKE-NEW CONDITION AT NO ADDITIONAL
COST TO OWNER, ARCHITECT OR ENGINEER.
1.8 ALL PENETRATIONS OF FIRE-RESISTIVE FLOORS OR
SHAFT WALLS SHALL BE PROTECTED BY MATERIALS AND
INSTALLATION DETAILS THAT CONFORM TO
UNDERWRITERS LABORATORIES LISTINGS FOR
"THROUGH-PENETRATION FIRE STOP SYSTEMS". THE
CONTRACTOR SHALL SUBMIT SHOP DRAWING DETAILS,
FURNISHED BY THE MANUFACTURER OF THE FIRE STOP
MATERIAL, WHICH SHOW COMPLETE CONFORMANCE TO
THE UL TO THE ARCHITECT. THE DRAWINGS SHALL BE
SPECIFIC FOR EACH PENETRATION, WITH ALL VARIABLES
DEFINED.
1.9 THE CONTRACTOR SHALL PROVIDE NEW, TYPED,
PANELBOARD DIRECTORIES FOR ALL NEW AND/OR
EXISTING PANELS WITHIN THE SCOPE OF THIS PROJECT.
THE DIRECTORIES SHALL INDICATE THE LOAD TYPE AND
AREA SERVED. PROVIDE ALL FIELD VERIFICATION WORK
AS NECESSARY.
1.10 THE FINAL DETERMINATION OF EXIT LIGHTING
LOCATIONS AND EGRESS PATHWAYS SHALL BE THE
RESPONSIBILITY OF THE ARCHITECT. THE CONTRACTOR
SHALL CONFIRM AND VERIFY THE LOCATIONS OF ALL EXIT
AND EMERGENCY LIGHTING WITH THE ARCHITECT PRIOR
TO ANY INSTALLATION.
1.11 IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO
EXAMINE THE DRAWINGS AND EXISTING PREMISES PRIOR
TO BIDDING. NO SUBSEQUENT ALLOWANCES WILL BE
MADE FOR NOT BEING KNOWLEDGEABLE OF EXISTING
CONDITIONS.
1.12 THE CONTRACTOR SHALL FIELD VERIFY THE
SOURCE OF ALL EXISTING LIGHTING AND POWER
CIRCUITS (IF ANY), BY PANEL AND POLE NUMBERS,
WHETHER EXISTING OR NEW, FOR THE ENTIRE
CONTRACT AREA. THE CONTRACTOR SHALL FIELD
VERIFY THE SOURCE OF ALL ELECTRICAL EQUIPMENT, I.E.
PANELBOARDS, TRANSFORMERS, ETC. AFFECTED FOR
THE ENTIRE CONTRACT AREA.
1.13 TERMS USED THROUGHOUT THE PLAN DOCUMENTS
ARE INTENDED TO BE INTERPRETED SPECIFICALLY AS
HEREINAFTER DEFINED AND WHERE NOT SPECIFICALLY
MENTIONED, PER INDUSTRY COMMON INTERPRETATIONS.
DEFINITIONS ARE AS FOLLOWS:
1.13.1 CONCEALED: HIDDEN FROM SIGHT, AS IN
TRENCHES, CHASES, HOLLOW CONSTRUCTION, ABOVE
FURRED SPACES, SUSPENDED CEILINGS (ACOUSTICAL
OR PLASTIC TYPE), OR EXPOSED TO VIEW ONLY IN
TUNNELS, ATTICS, SHAFTS, CRAWL SPACES, UNFINISHED
SPACES, OR OTHER AREAS SOLELY FOR MAINTENANCE
AND REPAIR.
1.13.2 EXPOSED: NOT CONCEALED.
1.13.3 UNFINISHED SPACE: A ROOM OR SPACE THAT IS
ORDINARILY ACCESSIBLE ONLY TO BUILDING
MAINTENANCE PERSONNEL, A ROOM NOTED ON THE
"FINISH SCHEDULE" WITH EXPOSED AND UNPAINTED
CONSTRUCTION FOR WALLS, FLOOR OR CEILINGS, OR
SPECIFICALLY MENTIONED AS "UNFINISHED".
1.13.4 FINISHED SPACES: ANY SPACE ORDINARILY VISIBLE
TO THE VISITING PUBLIC, INCLUDING EXTERIOR AREAS.
1.13.5 "WIRING" OR "CIRCUITRY" INCLUDES, IN ADDITION
TO CONDUCTORS, ALL RACEWAYS, CONDUIT, FITTINGS,
BOXES, SWITCHES, HANGERS AND OTHER ACCESSORIES
RELATED TO SUCH WIRING.
1.13.6 "REGULATING AUTHORITIES" MEANS ALL
GOVERNMENT, UTILITY, AND FIRE PROTECTION
AUTHORITIES HAVING JURISDICTION.
1.13.7 "PROVIDE" MEANS TO SUPPLY, ERECT, INSTALL,
AND CONNECT UP COMPLETE, THE PARTICULAR WORK
REFERRED TO, IN READINESS FOR REGULAR OPERATION.
1.13.8 "FURNISH" MEANS TO SUPPLY AND DELIVER TO THE
JOB.
1.13.9 "INSTALL" MEANS TO SET IN PLACE, ERECT, AND
CONNECT UP COMPLETE, THE PARTICULAR WORK
REFERRED TO, IN READINESS FOR REGULAR OPERATION.
1.13.10 "APPROVED EQUAL" MEANS EQUIPMENT OR
MATERIALS WHICH, IN THE OPINION OF THE ARCHITECT
AND ENGINEER, IS EQUAL IN QUALITY, DURABILITY,
APPEARANCE, STRENGTH, DESIGN AND PERFORMANCE
TO EQUIPMENT OR MATERIAL SPECIFIED AND WHICH WILL
FUNCTION ADEQUATELY IN ACCORDANCE WITH THE
GENERAL DESIGN.
1.13.11 "COMMON HANDLE TIE" REFERS TO A COMMON
TRIP FOR A MULTIPLE POLE CIRCUIT BREAKER OR UL
LISTED DEVICE TO CONNECT ALL OF THE SINGLE POLE
CIRCUIT BREAKER HANDLES TOGETHER FOR A MULTIPLE
WIRE BRANCH CIRCUIT OR FEEDER, REFER TO NEC 210.4.
2. CODES AND REQUIREMENTS
2.1 ALL ELECTRICAL WORK SHALL COMPLY WITH THE
REQUIREMENTS OF THE AHJ LATEST ADOPTED EDITION
OF THE NATIONAL ELECTRICAL CODE, LOCAL BUILDING
CODE, OR AS SPECIFIED HEREIN, WHICHEVER IS MORE
STRINGENT.
2.2 THE ELECTRICAL CONTRACTOR SHALL COMPLY WITH
THE REQUIREMENTS OF THE GENERAL SUPPLEMENTAL
CONDITIONS OF THE PROJECT SPECIFICATIONS.
2.3 ALL ELECTRICAL CONDUIT, DEVICES AND EQUIPMENT
ARE SHOWN DIAGRAMMATICALLY. DO NOT SCALE
PRECISE DETAILS FROM THE DRAWINGS. THE
CONTRACTOR SHALL FIELD VERIFY ACTUAL LOCATIONS
WITH ARCHITECT / OWNER PRIOR TO ANY ROUGH IN.
2.4 THE ELECTRICAL CONTRACTOR SHALL OBTAIN AND
PAY FOR PERMITS, FEES, INSPECTIONS, AND THE LIKE.
3. EQUIPMENT
3.1 THE ELECTRICAL CONTRACTOR SHALL PROVIDE ALL
EQUIPMENT AND ACCESSORIES NECESSARY, WHETHER
SPECIFICALLY STATED OR NOT, TO MAKE THE REQUIRED
ELECTRICAL SYSTEMS COMPLETE AND OPERATIONAL.
3.2 ALL EQUIPMENT PROVIDED SHALL BE NEW EXCEPT AS
OTHERWISE STATED ON THE DRAWINGS. ALL
EQUIPMENT PROVIDED SHALL BE UL LISTED WHEN SUCH
STANDARDS EXIST FOR THE TYPE OF EQUIPMENT
FURNISHED AND SHALL BE ACCEPTABLE FOR
INSTALLATION BY THE LOCAL BUILDING SAFETY AND FIRE
DEPARTMENT AUTHORITIES.
4. WARRANTY
4.1 THE ELECTRICAL CONTRACTOR SHALL PROVIDE FOR
THE OWNER A ONE-YEAR (FROM THE DATE OF FINAL
ACCEPTANCE) WARRANTY AND GUARANTEE OF ALL
ELECTRICAL EQUIPMENT AND SYSTEMS PROVIDED
UNDER THIS CONTRACT. ALL DEFECTIVE EQUIPMENT OR
MATERIALS WITH THE EXCEPTION OF LIGHTING FIXTURE
LAMPS SHALL BE REPLACED OR REPAIRED BY THE
ELECTRICAL CONTRACTOR IN A TIMELY FASHION, WITH
NO ADDITIONAL COST TO THE OWNER.
5. CONDUIT
5.1 ALL CONDUCTORS SHALL BE ENCLOSED BY CONDUIT
SIZED IN ACCORDANCE WITH THE PROPER TABLES
CONTAINED IN THE NATIONAL ELECTRICAL CODE FOR THE
TYPE OF INSULATION USED. CONDUIT SHALL BE A
MINIMUM OF 3/4" EXCEPT FOR FACTORY FURNISHED
LIGHTING FIXTURE CONDUIT, WHICH MAY BE 3/8".
5.1.1 GALVANIZED RIGID CONDUIT (GRC) AND
INTERMEDIATE METAL CONDUIT (IMC) SHALL BE UTILIZED
FOR ABOVE GROUND APPLICATIONS IN ACCORDANCE
THE NATIONAL ELECTRICAL CODE. FURTHER, RIGID
CONDUIT AND INTERMEDIATE METAL CONDUIT SHALL BE
INSTALLED IN ALL AREAS THAT ARE OR MAY BE SUBJECT
TO PHYSICAL DAMAGE AND FOR ALL CONDUIT RISERS
MOVING BETWEEN FLOOR LEVELS. ALL COUPLINGS
SHALL BE THREADED.
5.1.2 RIGID PVC CONDUIT MINIMUM SCHEDULE 40 SHALL
BE PERMITTED ONLY UNDERGROUND OR AS NOTED ON
DRAWINGS. PROVIDE TAPE WRAPPED RIGID STEEL
ELBOWS AND RISERS (NO MINIMUM SIZE).
UNDERGROUND CHANGE IN DIRECTION SHALL BE MADE
WITH MANUFACTURER ELBOWS. FIELD BENDING WITH
HEAT IS NOT ALLOWED. SIZE AND PROVIDE EQUIPMENT
GROUNDING CONDUCTOR PER 250-122 AND INCREASE
CONDUIT SIZE IF REQUIRED.
5.1.3 ELECTRICAL METALLIC TUBING (EMT) SHALL BE
UTILIZED FOR ALL DRY, ABOVE GRADE OR ABOVE FLOOR
APPLICATIONS IN ACCORDANCE WITH ARTICLE 358 OF
THE NATIONAL ELECTRICAL CODE. COUPLINGS AND
CONNECTORS SHALL BE COMPRESSION-TYPE, STEEL,
WATERTIGHT FITTINGS SHALL BE USED FOR
EMT.PROVIDE GROUND CONDUCTOR FOR ALL RUNS OF
EMT CONDUIT.
5.1.4 FLEXIBLE METAL CONDUIT SHALL BE UTILIZED FOR
ALL CONNECTIONS TO VIBRATING EQUIPMENT SUCH AS
MOTORS AND TRANSFORMERS (MINIMUM OF 2'-0" -
MAXIMUM OF 6'-0"), AND CONNECTIONS TO LAY-IN TYPE
LIGHT FIXTURES OR IN REMODEL AREAS SPECIFICALLY
NOTED FOR "FISHING" IN EXISTING WALLS OR NON-
ACCESSIBLE CEILINGS.
5.1.5 SURFACE METALLIC RACEWAYS SHALL BE USED IN
AREAS SPECIFICALLY NOTED AND OF SIZE AND TYPE
SPECIFIED ON THE DRAWINGS. PAINT TO MATCH
SURFACE INSTALLATION.
5.2 ALL EXPOSED CONDUIT (INCLUDING CONDUIT
INSTALLED IN CEILING PLENUMS) SHALL BE ROUTED
PARALLEL OR PERPENDICULAR TO THE BUILDING WALLS.
SUPPORT CONDUIT AS REQUIRED BY THE NATIONAL
ELECTRICAL CODE.
5.3 CARE IN PLACEMENT OF CONCEALED CONDUIT SHALL
BE USED TO PREVENT EXCESSIVE BUNCHING OF
CONDUITS WHICH WILL AFFECT THE CONDUCTOR
AMPACITY.
5.4 PROVIDE EXPANSION TYPE FITTINGS FOR ALL
CONDUITS WHICH CROSS EXPANSION JOINTS.
6. CONDUCTORS
6.1 MINIMUM SIZE SHALL BE #12 AWG EXCEPT FOR
CONTROL CIRCUITS WHICH MAY BE #14 AWG OR SIGNAL
CIRCUITS WHICH SHALL BE AS INDICATED. ALL
CONDUCTORS SHALL BE COPPER WITH THE 90 DEGREE C
INSULATION TYPES AS INDICATED ON THE DRAWINGS OR
AS SPECIFIED BELOW. IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO DETERMINE AND INCREASE THE
CONDUCTOR SIZE AS NECESSARY TO LIMIT BRANCH
CIRCUIT VOLTAGE DROP TO A MAXIMUM OF 3% AND
FEEDER VOLTAGE DROP TO A MAXIMUM OF 2%.
6.2 CONDUCTOR INSULATION SHALL BE OF A TYPE
RECOGNIZED BY THE NATIONAL ELECTRICAL CODE AND
AS APPROVED FOR ITS PARTICULAR APPLICATION OR AS
REQUIRED BY THE LOCAL BUILDING SAFETY
AUTHORITIES, WHICHEVER IS MORE STRINGENT. UNLESS
NOTED OTHERWISE ON THE DRAWINGS. CONDUCTOR
INSULATION TYPE SHALL BE THHN/THWN-2 OR XHHW-2, 90
DEGREE C RATED.
6.3 SPLICES AND MAKE-UP JOINTS FOR #8 AND SMALLER
CONDUCTORS SHALL BE EQUAL PRESSURE TYPE
SOLDER-LESS CONNECTORS (BUCHANAN, SCOTCHLOK,
WING NUT OR AS APPROVED). SPLICES OR MAKE-UP
JOINTS #6 AWG AND LARGER SHALL BE MADE USING
APPROVED SOLDER-LESS TYPE PRESSURE CONNECTORS
(BURNDY OR APPROVED) OR HYDRAULIC COMPRESSION
TYPE BARREL SPLICES WHEN SPECIFIED ON THE
DRAWINGS. ALL UNINSULATED TYPE SPLICES SHALL BE
INSULATED USING APPROVED HEAT OR COLD SHRINK
COVERS FOLLOWED BY A MINIMUM OF THREE ½ LAPPED
LAYERS OF PLASTIC ELECTRICAL TAPE (SCOTCH #33+). IN
ADDITION SPLICES OR JOINTS IN DAMP OR WET
LOCATIONS SHALL FURTHER BE COVERED BY THREE ½
LAPPED LAYERS OF RUBBER TAPE. FEEDERS LARGER
THAN #6 AWG SHALL NOT BE SPLICED (INSTALLED IN ONE
CONTINUOUS RUN) UNLESS SPECIFICALLY NOTED OR
IMPLIED ON THE DRAWINGS.
6.4 ALL WIRING THROUGHOUT SHALL BE COLOR CODED
AS FOLLOWS:
480V SYSTEM
208V SYSTEM
A PHASE
BROWN
BLACK
B PHASE
ORANGE
RED
C PHASE
YELLOW
BLUE
NEUTRAL
GREY
WHITE
GROUND
GREEN
GREEN
ISOLATED GROUND
---
GREEN
W/YELLOW
STRIPE
6.5 GROUNDING CONDUCTORS SHALL BE PROVIDED IN
ALL CONDUIT RUNS. GROUNDING CONDUCTORS SHALL
BE PROVIDED IN THE SIZES AS INDICATED ON THE
DRAWINGS OR THE MINIMUM SIZE AS ALLOWED BY THE
N.E.C. IF NO PARTICULAR SIZE IS NOTED.
7. SEPARATE CONDUIT SYSTEMS
7.1 EACH SYSTEM SHALL BE CONTAINED IN A SEPARATE
CONDUIT SYSTEM. THIS INCLUDES EACH POWER
SYSTEM, EACH LIGHTING SYSTEM, EACH SIGNAL SYSTEM
OF WHATEVER NATURE, TELEPHONE / DATA, CONTROL
SYSTEM, FIRE ALARM SYSTEM, FUTURE EMS, SECURITY
SYSTEM, ETC.
8. FEEDER AND BRANCH CIRCUITS
8.1 RISER DIAGRAMS, ONE LINE DIAGRAMS AND CIRCUIT
RUNS ARE INDICATIVE ONLY. THE CONTRACTOR SHALL
DETERMINE THE EXACT ROUTING OF FEEDERS AND
BRANCH CIRCUITS SO AS TO BEST FIT THE LAYOUT OF
THE JOB.
8.2 A LAYOUT OF BRANCH CIRCUIT WIRING AND ROUTING
IS INDICATED. GENERALLY RECEPTACLES AND
APPLIANCES ARE ON SEPARATE CIRCUITS FROM
LIGHTING.
8.3 BRANCH PANEL CIRCUITS ARE NUMBERED TO MATCH
NEMA POLE NUMBERING SYSTEM: POLES 1 AND 2 -
PHASE A; POLES 3 AND 4 - PHASE B; POLES 5 AND 6 -
PHASE C; ETC. ACTUAL FIELD NUMBERING OF CIRCUIT
DIRECTORIES SHALL BE PHASED AND POLE CONNECTED
AS SHOWN.
8.4 WHERE SPECIFIC CONDUCTOR SIZE IS REQUIRED BY
THE DRAWINGS AND SPECIFICATIONS AND IS LARGER
THAN CODE MINIMUM, THE LARGER CONDUCTOR SIZE
SHALL BE USED.
8.5 CIRCUITS MAY BE ARRANGED IN 4-WIRE FEEDS (3
CIRCUITS AND COMMON NEUTRAL) IN COLOR CODE AS
NOTED IN SECTION 6.4 AND SUPPLIED FROM A COMMON
HANDLE TIE CIRCUIT BREAKER; MORE THAN 3 CIRCUITS IN
CONDUIT BY SPECIFIC APPROVAL ONLY OR WHERE
SHOWN ON THE DRAWINGS.
8.6 CONDUCTORS FOR BRANCH CIRCUIT LIGHTING,
RECEPTACLE, POWER AND MISCELLANEOUS SYSTEMS
MUST BE A MINIMUM OF #12 AWG. WIRE INDICATED
SPECIFICALLY TO BE LARGER THAN #12 AWG MUST BE
INCREASED THE ENTIRE LENGTH OF THE CIRCUIT.
8.7 CONDUCTOR SIZES FOR LIGHTING, RECEPTACLES,
AND SMALL MOTOR BRANCH CIRCUITS WITH LESS THAN
20A CONNECTED LOAD MAY NOT BE SHOWN.
CONDUCTORS FOR SUCH CIRCUITS ARE SIZED AS
FOLLOWS: FOR BRANCH CIRCUITS (120/208V) 65 FEET IN
LENGTH FROM BRANCH CIRCUIT PANEL TO CENTER OF
LOAD, NOT SMALLER THAN #12 AWG, UP TO 100 FEET NOT
SMALLER THAN #10 AWG, UP TO 165 FEET NOT SMALLER
THAN #8 AWG.
8.8 DRAWINGS, IN GENERAL, INDICATE LOCATION OF
MOTOR STARTING EQUIPMENT. EXACT LOCATIONS OF
MOTORS AND OTHER DEVICES ARE TO BE DETERMINED
IN FIELD BY THE CONTRACTOR. PROVIDE AN ELECTRICAL
FEED FOR ALL EQUIPMENT, NOT SMALLER THAN SHOWN
OR NOTED HEREIN OR NEC SIZE WHERE SIZE IS NOT
INDICATED, TOGETHER WITH A SUITABLE CIRCUIT
PROTECTIVE DEVICE. VERIFY PANEL SCHEDULES AND
LAYOUT, MAINTAINING NUMBER OF SPARE BRANCHES
INDICATED.
8.9 PROVIDE PROPER SIZE AND TYPE OF FEEDS FOR ALL
ACCEPTED EQUIPMENT AND PROPER SOURCES FOR ALL
SUCH ITEMS INDICATED, CHECKING DRAWINGS OF ALL
TRADES TO ENSURE INCLUSION OF ALL ITEMS.
8.10 WHERE MULTIPLE BRANCH CIRCUITS ARE RUN IN THE
SAME CONDUIT, EACH SET OF (3) BRANCH CIRCUITS
REPRESENTING PHASE A, B, C, SHALL HAVE A SEPARATE
NEUTRAL CONDUCTOR. HANDLE TIES ARE NOT
PERMITTED EXCEPT WHERE SPECIFICALLY NOTED ON
DRAWINGS OR WHERE SUPPLYING FURNITURE SYSTEMS
UTILIZING A SHARED NEUTRAL POWER CONFIGURATION
PER 8.12.
8.11 WHERE ISOLATED GROUND BRANCH CIRCUITS ARE
TO BE PROVIDED, EACH BRANCH CIRCUIT IS TO HAVE A
SEPARATE NEUTRAL CONDUCTOR. ALL BRANCH CIRCUIT
OR FEEDER CONDUIT RUNS SHALL BE ROUTED FROM THE
SWITCHBOARD OR PANELBOARD (OR EXTENSION
CABINET) TO THE LOAD OR OUTLET DEVICE. THE USE OF
LARGE JUNCTION BOXES, PULL BOXES OR WIREWAYS AS
A COLLECTION POINT FOR CONDUIT RUNS SHALL NOT BE
PERMITTED EXCEPT WHERE SHOWN. MULTIPLE CIRCUITS
SHALL NOT BE INSTALLED IN THE SAME PULL OR
JUNCTION BOX EXCEPT FOR THE MULTIPLE CIRCUIT
CONDUIT RUNS NOTED ABOVE (MAXIMUM OF (3)
CIRCUITS).
8.12 SYSTEM (ENERGIZED) FURNITURE REQUIRING
MULTIPLE BRANCH CIRCUITS AND SHARED NEUTRAL
SHALL BE FED FROM A COMMON HANDLE TIE CIRCUIT
BREAKER.
9. BOXES
9.1 4" SQUARE OR OCTAGONAL, ZINC COATED SHEET
STEEL BOXES.
9.2 PROVIDE 3/8" NO-BOLT FIXTURE STUDS.
9.3 PROVIDE PLASTER RINGS, COVERS AND/OR PLATES
SET TO COME FLUSH WITH FINISH WALLS.
9.4 UTILITY OR SECTIONAL SWITCH BOXES ONLY WHERE
PERMITTED.
9.5 ALL JUNCTION BOXES AND PULL BOXES SHALL BE
CLEARLY LABELED WITH INDELIBLE, BLACK INK TO
INDICATE THE PANEL IDENTIFICATION & CIRCUIT NUMBER
OR BUS DUCT IDENTIFICATION & SWITCH NUMBER, ETC.
IN ADDITION, ALL CONDUCTORS INSIDE THE PULL OR
JUNCTION BOXES AND ALL CONDUCTORS BROUGHT TO
DEVICE OUTLET BOXES SHALL BE WIRE TAGGED TO
INDICATE THE CIRCUIT OR SWITCH NUMBER.
9.6 ALL AUXILIARY CONDUIT AND BOX SYSTEMS,
INCLUDING COMMUNICATIONS OR DATA SHALL BE
CLEARLY LABELED TO INDICATE FUNCTION AND USE.
LABEL ALL CONDUIT SYSTEMS AS INDICATED ABOVE AND
LABEL THE COVERS OF ALL JUNCTION OR PULL BOXES
USING INDELIBLE, BLACK INK.
10. DEVICES
10.1 ALL WIRING DEVICES SHALL BE UL APPROVED AND
OF THE TYPE AND NUMBER SHOWN ON THE DRAWINGS.
ALL NEW DEVICES SHALL BE 20A SPECIFICATION GRADE
RATED AT 277V OR 120V AS NECESSARY.
10.2 ALL DEVICES SHALL BE WHITE COLOR OR AS
OTHERWISE REQUIRED BY THE ARCHITECT OR OWNER.
IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO
CONFIRM ALL DEVICE AND PLATE COLORS WITH THE
ARCHITECT OR OWNER PRIOR TO PURCHASE AND
INSTALLATION.
10.2.1 SPECIFICATION GRADE RECEPTACLES, HUBBELL
5362-W OR EQUAL BY LEVITON.
10.2.2 A.C. QUIET OPERATING TYPE SWITCHES, HUBBELL
1221OR EQUAL BY LEVITON.
10.2.3 RECEPTACLE WITH INTEGRAL USB CHARGER
PORTS - DUPLEX POWER OUTLET WITH (2) VERTICAL USB
PORTS WITH 3.0A MINIMUM CHARGING CAPACITY.
LEVITON #T5832 OR HUBBELL #USB20X2xx OR EQUAL,
UNO.
10.3 DEVICE PLATES SHALL BE NYLON OR SATIN
STAINLESS STEEL, AS MANUFACTURED BY THE DEVICE
MANUFACTURER. COORDINATE WITH ARCHITECT.
10.4 MOUNT DEVICES IN ACCORDANCE WITH THE
FOLLOWING SCHEDULE EXCEPT WHERE OTHERWISE
NOTED ON THE DRAWINGS, I.E. DEVICE MOUNTING
HEIGHTS:
10.4.1 CONVENIENCE RECEPTACLES WITH LONG AXIS
VERTICAL MEASURE TO CENTER OF OUTLET 18" A.F.F.*
10.4.2 LIGHT SWITCHES MEASURE TO CENTER OF OUTLET
46" A.F.F.*
10.4.3 TELEPHONE OUTLETS MEASURE TO CENTER OF
OUTLET 18" A.F.F.*
*EXCEPT IN AREAS WITH COUNTERS, BASEBOARD
HEATERS OR IN AREAS OF BLOCK OR BRICK
CONSTRUCTION. IN NO CASE SHALL HEIGHT EXCEED 48"
A.F.F. TO CENTER. COORDINATE AND VERIFY THE
MOUNTING HEIGHTS OF ALL COUNTER MOUNTED
DEVICES WITH THE ARCHITECT OR OWNER.
11. GROUNDING
11.1 FURNISH AND INSTALL GROUNDING AND GROUNDING
CONDUCTORS AS SPECIFIED HEREIN AND AS SHOWN ON
THE DRAWINGS.
11.2 ALL PANELBOARD CABINETS, EQUIPMENT,
ENCLOSURES, AND CONDUIT SYSTEMS SHALL BE
GROUNDED SECURELY IN ACCORDANCE WITH
PERTINENT SECTIONS OF ARTICLE 250 OF NEC, AS
AMENDED BY ANY LOCAL CODES. CONDUCTORS SHALL
BE COPPER. ALL ELECTRICALLY OPERATED EQUIPMENT
SHALL BE BONDED TO THE GROUNDED CONDUIT SYSTEM.
ALL NON-CURRENT CARRYING CONDUCTIVE SURFACES
THAT ARE LIKELY TO BECOME ENERGIZED AND SUBJECT
TO PERSONAL CONTACT SHALL BE GROUNDED BY ONE
OR MORE OF THE METHODS DETAILED IN ARTICLE 250
NEC. ALL GROUND CONNECTIONS SHALL HAVE CLEAN
CONTACT SURFACES. INSTALL ALL GROUNDING
CONDUCTORS IN CONDUIT AND MAKE CONNECTIONS
READILY ACCESSIBLE FOR INSPECTION. FURNISH AND
INSTALL GROUNDING ELECTRODES AS DESCRIBED ON
THE DRAWINGS.
11.3 GROUNDING OF METAL RACEWAYS SHALL BE
ASSURED BY MEANS OF GROUNDING BUSHINGS ON
FEEDER CONDUIT TERMINATIONS AT THE SERVICE
ENTRANCE, DISTRIBUTION SWITCHBOARDS AND
PANELBOARDS, AND BY MEANS OF A CONTINUOUS,
STRANDED, COPPER GROUNDING WIRE EXTENDED FROM
THE GROUND BUS IN THE ENCLOSURE TO THE CONDUIT
GROUNDING BUSHINGS.
11.4 A SEPARATE INSULATED GROUNDING CONDUCTOR,
SIZED PER NEC 250-122, SHALL BE INSTALLED IN ALL
ELECTRICAL METALLIC TUBING (EMT).
11.5 PROVIDE SEPARATE, INSULATED, ISOLATED
GROUNDING CONDUCTORS FOR ALL ISOLATED GROUND
BRANCH CIRCUITS OR FEEDERS.
12. PANELBOARDS
12.1 FURNISH AND INSTALL BRANCH CIRCUIT
PANELBOARDS AS SPECIFIED HEREIN AND AS INDICATED
ON THE DRAWINGS.
12.2 ALL BUS BARS SHALL BE COPPER, LOCATED IN THE
REAR OF THE PANELBOARD CABINET. CIRCUIT
BREAKERS SHALL BE BOLTED INTO SUITABLE
SUPPORTING MEMBERS AT THE FRONT OF THE CABINET
WHICH ARE CONNECTED WITH SUITABLE LUGS TO THE
BUS BARS IN THE REAR OF THE CABINET. INDIVIDUAL
CIRCUIT BREAKERS SHALL BE REMOVABLE FROM THE
CABINET WITHOUT DISTURBING ADJACENT UNITS OR
SUPPORTING MEMBERS.
12.3 LOCKS SHALL BE PROVIDED ON ALL PANELBOARDS.
ALL LOCKS SHALL BE KEYED ALIKE. LOCKING HASPS
SHALL ALSO BE PROVIDED WITH ALL PANELBOARDS.
HASPS SHALL BE INSTALLED USING POP RIVETS.
12.4 PANELBOARDS SHALL BE EQUIPPED WITH FULL
NEUTRAL AND GROUND BUSSES. SEPARATE ISOLATED
GROUND BUSES SHALL BE PROVIDED FOR ISOLATED
GROUND PANELBOARDS, AS NOTED ON SCHEDULES.
12.5 ALL PANELBOARDS SHALL HAVE DOOR-IN-DOOR TRIM
TO ALLOW ACCESS TO WIRE WAY AND LINE/LOAD LUGS
WITHOUT REMOVING FRONT COVERS. THE HINGES
SHALL BE CONTINUOUS PIANO HINGE TYPE.
12.6 ALL PANELBOARD ENCLOSURES SHALL HAVE BLANK
END-WALLS. THE USE OF KNOCK-OUT TYPE END-WALLS
IS PROHIBITED. PROVIDE NEMA TYPE ENCLOSURES
NOTED AN SCHEDULES.
12.7 MINIMUM INTERRUPTING RATING OF CIRCUIT
BREAKERS SHALL BE 10,000 AMPS FOR 120/208V
PANELBOARDS AND 14,000 AIC FOR 277/480V
PANELBOARDS. REFER TO THE DRAWINGS FOR HIGHER
INTERRUPTING RATING REQUIREMENTS.
12.8 ACCEPTABLE MANUFACTURERS ARE GENERAL
ELECTRIC, WESTINGHOUSE/CUTLER HAMMER, SIEMENS,
OR SQUARE D. ELECTRICAL CONTRACTOR SHALL
PROVIDE MATCHING MANUFACTURERS OF EXISTING
EQUIPEMENT WHEN APPLICABLE.
12.9 APPROVED PANELBOARD TYPES FOR EACH OF THE
ABOVE MANUFACTURERS SHALL BE AS FOLLOWS OR OF
A TYPE MATCHING THOSE INDICATED BELOW:
(PHYSICAL SIZES INDICATED ON DRAWINGS ARE BASED
ON SQUARE D, OR CUTLER HAMMER - VERIFY MOUNTING
SPACE PRIOR TO SUBMITTING CUT SHEETS AND VERIFY
PRIOR TO ORDERING). 200% RATED NEUTRAL BUSSES
SHALL BE PROVIDED AS NOTED ON SCHEDULES.
120/240 VAC:
SQUARE D TYPE NQOD USING PLUG-ON BRANCH
CIRCUIT BREAKERS.
GENERAL ELECTRIC TYPE AQ USING PLUG-ON
BRANCH CIRCUIT BREAKERS.
SIEMENS/ITE TYPE S1 USING PLUG-ON BRANCH
CIRCUIT BREAKERS.
CUTLER-HAMMER TYPE PRL1 USING PLUG-ON
BRANCH CIRCUIT BREAKERS.
277/480 VAC:
SQUARE D TYPE NF USING PLUG-ON BRANCH
CIRCUIT BREAKERS.
GENERAL ELECTRIC TYPE AE USING PLUG-ON
BRANCH \CIRCUIT BREAKERS.
SIEMENS/ITE TYPE S2 OR S3, AS APPLICABLE,
USING PLUG-ON BRANCH CIRCUIT BREAKERS.
CUTLER-HAMMER/WESTINGHOUSE TYPE PRL3A
USING PLUG-ON BRANCH CIRCUIT BREAKERS.
13. NOT USED.
14. NOT USED.
15. LIGHTING, CONTROLS AND ACCESSORIES
15.1 FURNISH AND INSTALL ALL LIGHTING FIXTURES WITH
LAMPS AS SPECIFIED AND AS SHOWN ON THE DRAWINGS.
FIXTURES SHALL BE COMPLETE INCLUDING CANOPIES,
HANGERS, DIFFUSERS, BALLASTS, ETC.
15.1.1 FURNISH AND INSTALL ALL LIGHTING CONTROLS AS
SPECIFIED AND AS SHOWN ON THE DRAWINGS.
CONTROLS SHALL BE COMPLETE INCLUDING
CONTACTORS, ENCLOSURES, CONTROL WIRING, ETC.
15.2 SUBMIT SHOP DRAWINGS FOR ALL LIGHTING
FIXTURES, LAMPS, BALLASTS, CONTACTORS,
CONTROLLERS AND DIMMING SYSTEM. SUBMITTALS
SHALL INCLUDE CATALOG CUTS ILLUSTRATING
CONFORMANCE WITH THE SPECIFICATIONS AS WELL AS
DRAWINGS AND INFORMATION REFLECTING THE
MATERIALS, ASSEMBLY, FINISH AND DIMENSIONS.
15.3 ALL CATALOG NUMBERS ARE GIVEN FOR
MANUFACTURER'S IDENTIFICATION AND DO NOT RELIEVE
CONTRACTOR FROM RESPONSIBILITY OF FULL
CONFORMANCE TO ALL APPLICABLE WRITTEN
DESCRIPTION REQUIREMENTS GOVERNING MATERIAL
AND FABRICATION, EITHER IN THE GENERAL OR SPECIFIC
SECTIONS. WHERE CATALOG NUMBERS ARE INDICATED
AS MODIFIED, NO MODIFICATION WILL BE REQUIRED IF
THE STANDARD UNIT FULLY CONFORMS TO DESCRIPTIVE
REQUIREMENTS IN THE SPECIFICATIONS AND MATCHES
SPECIFIED CEILING.
15.3.1 ALL FIXTURES OF THE SAME TYPE SHALL BE OF
ONE MANUFACTURER AND OF IDENTICAL FINISH AND
APPEARANCE. TYPE AS SHOWN IN THE LIGHT FIXTURE
SCHEDULE.
15.3.2 ALL FIXTURES AND COMPONENT PARTS SHALL
BEAR THE UL LABEL.
15.4 ALL STEEL PARTS SHALL BE PHOSPHATE TREATED IN
MULTI-STAGE POWER SPRAY SYSTEM FOR CORROSION
RESISTANCE AND PAINT ADHESION. FINAL FINISH SHALL
BE ELECTROSTATICALLY APPLIED BAKED WHITE ENAMEL
OF NOT LESS THAN 87 PERCENT REFLECTANCE ON
REFLECTING SURFACES.
15.4.1 EACH FIXTURE SHALL HAVE A CONTINUOUS LIGHT-
SEAL GASKET SEATED IN SUCH MANNER AS TO PREVENT
ANY LIGHT LEAK THROUGH ANY PORTION OR AROUND
ANY EDGE OF THE TRIM FRAME.
15.4.2 DIFFUSERS SHALL BE FRAMED IN A HINGED
CONTINUOUS ASSEMBLY. DIFFUSER FRAME LATCHES
SHALL BE LOADED OR CAM OPERATED.
15.4.3 ALL FIXTURE SOCKETS SHALL BE SECURELY
FASTENED TO THE FIXTURE BODY TO PREVENT
MOVEMENT DURING RELAMPING.
15.4.5 THE FINISH OF ALL LIGHTING FIXTURES IS SUBJECT
TO FINAL APPROVAL BY THE ARCHITECT. FURNISH PAINT
CHIPS TO THE ARCHITECT FOR SELECTION, IF
REQUESTED.
15.5 PROVIDE BALLASTS, LAMPS, LENSES AND
ACCESSORIES, AND CANOPIES, STEMS, HANGERS AND
ACCESSORIES INCLUDING ALL STRUCTURAL MEMBERS
AND FASTENERS REQUIRED FOR PROPER MOUNTING.
15.5.1 THE CONTRACTOR SHALL BE THOROUGHLY
FAMILIAR WITH ALL LIGHT FIXTURES AND MOUNTING
REQUIREMENTS TO BE INSTALLED ON THIS PROJECT.
CONTRACTOR SHALL COORDINATE WITH OTHER TRADES,
VERIFY EXACT CEILING TYPES AND VERIFY RECESSED
MOUNTING AREAS FOR PROPER CLEARANCES.
15.5.2 THOROUGHLY CLEAN ALL LUMINARIES, LAMPS AND
LENSES PRIOR TO FINAL ACCEPTANCE.
15.6 PROVIDE LAMP TYPES AS SHOWN ON THE
DRAWINGS; VERIFY WATTAGE, BASE TYPES, PIN
CONFIGURATION, ETC., AND CONFIRM COMPATIBILITY
WITH THE LIGHT FIXTURE BEING INSTALLED. LAMPS
FROM G.E., PHILLIPS, OSRAM/SYLVANIA, OR VENTURE
ARE ACCEPTABLE.
15.6.1 L.E.D.: RETROFIT LED LAMPS SHALL BE PROVIDED
WHERE INDICATED ON SCHEDULE OR PLANS. RETROFIT
LAMP SHALL BE "EQUIVALENT WATTAGE EQUAL" WITH
LAMP STYLE/BASE (E.G. A19, PAR30, ETC) AND LUMEN
OUTPUT APPROXIMATELY EQUAL TO THAT OF THE
STANDARD LAMP OPTION. LAMP LIFE (L70) SHALL BE
RATED FOR MINIMUM 25,000 HOURS. CRI SHALL BE
MINIMUM 70. REFER TO SCHEDULE FOR CCT, BEAM
ANGLE, AND/OR CBCP INFORMATION AS APPLICABLE.
CCT SHALL BE WITHIN 7-STEP MACADAM ELLIPSE.
DIMMABILITY IS REQUIRED WHERE SPECIFIED OR PART
OF CONTROLS SYSTEM.
15.6.2 H.I.D.: UNLESS NOTED OTHERWISE ON THE
FIXTURE SCHEDULE, PROVIDE COATED LAMPS FOR
CLEAR LENS FIXTURES AND CLEAR LAMPS FOR OPTICAL
LENS FIXTURES.
15.6.3 REPLACE ANY LAMPS BURNING FOR
CONSTRUCTION PURPOSES WITH NEW LAMPS AT TIME
OF AND JUST PRIOR TO PROJECT CLOSE-OUT. LAMPS TO
BE IN NEW OPERATING CONDITION FOR A PERIOD OF 15
DAYS AFTER PROJECT CLOSE-OUT.
15.6.4 BALLASTS SHALL BE CBM CERTIFIED AND BEAR
THE UL LAB 1.1.1 BALLASTS SHALL BE CBM CERTIFIED
AND BEAR THE UL LABEL.
15.6.5 FLUORESCENT AND INDOOR H.I.D. BALLASTS SHALL
HAVE A SOUND RATING OF "A".
15.6.6 ALL BALLASTS SHALL BE CLASS 'P', SOLID-STATE,
20% MAX. THD.
15.7 L.E.D. (INTEGRAL TO LUMINAIRE)
15.7.1 COLOR RENDERING INDEX (CRI) SHALL BE MINIMUM
70, OR AS SCHEDULED.
15.7.2 EFFICACY (IN LUMENS PER WATT, LPW) SHALL BE
MINIMUM 50 LPW FOR DECORATIVE LUMINAIRES, AND 55
LPW FOR ALL OTHERS.
15.7.3 LAMP LIFE (L70) SHALL BE RATED FOR MINIMUM
35,000 HOURS.
15.7.4 CCT, LUMEN OUTPUT (FLUX), BEAM ANGLE, AND/OR
CENTER BEAM CANDLE POWER (CBCP) AS APPLICABLE
SHALL BE AS SCHEDULED. CCT SHALL FALL WITHIN 4-
STEP MACADAM ELLIPSE.
15.7.5 WARRANTY FOR LUMINAIRE SHALL BE MINIMUM
THREE YEARS.
15.8 EXIT SIGNS AND EMERGENCY LIGHTING SHALL
CONFORM TO LOCAL CODE REQUIREMENTS.
16. DISCONNECTS, STARTERS, CONTACTORS AND
METERING
16.1 ALL DISCONNECTS SHALL BE HEAVY DUTY RATED AS
MANUFACTURED BY SQUARE D, CUTLER-HAMMER,
GENERAL ELECTRIC OR SIEMENS.
16.2 ALL MANUAL MOTOR SWITCHES, MOTOR STARTERS,
CONTACTORS AND MOTOR CONTROLS SHALL BE NEMA
RATED AS MANUFACTURED BY SQUARE D, CUTLER-
HAMMER, GENERAL ELECTRIC OR SIEMENS.
16.3 ALL METERING DEVICES INCLUDING CT'S, PT'S AND
METERS. ELECTRICAL CONTRACTOR SHALL INSTALL CT'S
AND PT'S AS REQUIRED.
17. NOT USED.
18 . NOT USED.
19. CLEANUP OF PREMISES
19.1 CONTRACTOR SHALL AT ALL TIMES KEEP THE
PREMISES CLEAR OF WASTE MATERIALS AND DEBRIS
CAUSED BY HIS EMPLOYEES AND OPERATION.
EQUIPMENT NOT REQUIRED IN THE WORK SHALL BE
REMOVED PRIOR TO THE TERMINATION OF THE
CONTRACT.
20. TESTS AND INSPECTIONS
20.1 CONTRACTOR SHALL TEST WIRING AND DEVICES AS
SECTIONS ARE COMPLETED AND SHALL CORRECT ALL
DEFECTS IMMEDIATELY AT HIS OWN EXPENSE,
INCLUDING ANY DAMAGE TO WALLS, CEILINGS, FLOOR
OR OTHER PORTIONS OF THE BUILDING WHICH MAY
RESULT FROM REPLACING DEFECTIVE EQUIPMENT.
20.2 FURNISH ALL METERS, CABLE, CONNECTIONS AND
APPARATUS NECESSARY FOR MAKING TESTS.
1.20.3 TEST SYSTEM FOR SHORTS AND GROUNDS.
FAULTY WIRING SHALL BE REMOVED AND REPLACED.
ANY DEVICE, APPARATUS OR FIXTURE INSTALLED
SHOWING SUBSTANDARD PERFORMANCE SHALL BE
REMOVED AND REPLACED AS DIRECTED BY THE
ENGINEER.
20.4 MEGGER ALL SYSTEMS NEUTRALS TO ENSURE THE
NEUTRAL IS NOT GROUNDED WITHIN THE SYSTEM.
20.5 AFTER THE ELECTRICAL WIRING SYSTEM
INSTALLATION IS COMPLETED AND AT SUCH TIME AS THE
ARCHITECT/ENGINEER OR HIS AUTHORIZED
REPRESENTATIVE MAY DIRECT, THE CONTRACTOR
SHALL CONDUCT AN OPERATING TEST FOR APPROVAL.
EQUIPMENT SHALL BE DEMONSTRATED TO OPERATE IN
ACCORDANCE WITH REQUIREMENTS OF
SPECIFICATIONS. TEST SHALL BE PERFORMED IN
PRESENCE OF ARCHITECT OR HIS REPRESENTATIVE.
21. LABELING
21.1 LABELS SHALL BE ENGRAVED, BLACK ON WHITE
MELAMINE PLASTIC LAMINATE, 1/16in MINIMUM
THICKNESS FOR SIGNS UP TO 20in2 OR 8in LONG; 1/8in
THICK FOR LARGER SIZES. ENGRAVED LEGEND SHALL
BE IN WHITE LETTERS ON BLACK FACE WITH MINIMUM
3/16in HIGH LETTERS. LABELS SHALL BE PUNCHED AND
FASTENED TO EQUIPMENT WITH ALUMINUM RIVETS OR
SELF TAPPING STAINLESS STEEL SCREWS OR #10/32
STAINLESS STEEL MACHINE SCREWS WITH NUTS, FLAT
AND LOCK WASHERS.
21.2 LABEL EQUIPMENT WITH NAME, AMPERAGE,
VOLTAGE, PHASE, AND WIRES (I.E. PANEL "A", 400A,
120/208V, 3∅,4W).
21.3 EQUIPMENT TO BE LABELED SHALL INCLUDE
DISCONNECTS, CONTACTORS, AND TIMESWITCHES.
LABEL OTHER EQUIPMENT AS NOTED ON PLANS.
21.4 ALL JUNCTION BOXES SHALL BE LABELED WITH
CIRCUITS INSTALLED (I.E. 'LB1'-1,3,5) WITH INDELIBLE INK
ON THE BOX COVER.
21.5 PROVIDE SIGNAGE IDENTIFYING MULTIPLE POWER
SOURCES ARE FEEDING THE ELECTRICAL EQUIPMENT ON
THE PREMISE PER NEC 700.8. (I.E. UTILITY AND A
GENERATOR OR PHOTOVOLTIAC SYSTEM)
21.6 PROVIDE ARC FLASH SIGNAGE ON ALL ELECTRICAL
EQUIPMENT PER NEC 110.16.
21.7 ALL BRANCH CIRCUIT BREAKERS FEEDING
EMERGENCY LUMINAIRES SHALL BE CLEARLY LABELED
AT THE DISTRIBUTION PANEL PER NEC 700.12(F).
22. DRAWINGS OF RECORD (AS-BUILT)
22.1 AS-BUILT DRAWINGS SHALL BE SUBMITTED IN
ACCORDANCE WITH AND IF REQUIRED BY DIVISION 1 -
GENERAL REQUIREMENTS.
23. INSTRUCTIONS
23.1 CONTRACTOR SHALL INSTRUCT THE OWNER IN THE
PROPER OPERATING AND MAINTENANCE OF THE
EQUIPMENT.
23.2 CONTRACTOR SHALL PROVIDE TWO (2) SETS OF
OPERATING AND MAINTENANCE MANUALS FOR EACH
PIECE OF EQUIPMENT PROVIDED BY THIS DISCIPLINE,
ONLY WHEN SUCH MANUALS ARE AVAILABLE FROM THE
MANUFACTURER.
23.3 ALL MANUALS TO BE BOUND IN A 3-HOLE BINDER
AND TABULATED IN AN ORDERLY MANNER.
END OF SPECIFICATIONS
R
e
g
i
s
t
e
r
e
d
P
r
o
f
e
s
s
i
o
n
a
l
E
n
g
i
n
e
e
r
(
E
l
e
c
t
r
i
c
a
l
)
C
E
R
T
I
F
I
C
A
T
E
N
O
.
53328
NATHAN
A
R
I
Z
O
N
A
U.
S.
A.
D
a
t
e
S
i
g
n
e
d
.
.
.
.
.
.
.
.
.
.
.
.
.
.
SHORT
© 2021 Holly Street Studio, LLC
sheet number
project no.
date
phase
title
1319 E VanBuren St.
Phoenix, AZ 85006
o: 602.258.8555
hollystreetstudio.com
revisions
221065.200
SAM BUHR
12/07/22
12/7/2022 4:38:02 PM
E0.3
ELECTRICAL
SPECIFICATIONS
CONSTRUCTION
DOCUMENTS
04 NOV 2022
GLENDALE DCRP BEAD
MUSEUM RENOVATION
5750 W Glenn Drive
Glendale, AZ 85301
202169.4
No.
Description
Date
FACP
TC
FF
EE
DD
CC
BB
AA
01
02
03
04
05
1
'C'
'B'
'A'
X
XRP
XR
XR
XR
XR
XR
XR XR
XR
XR
XR
XR
XR
XR
XR
XR
XR XR
XR
XR
XR
XR
XR
XR
XR
XR
XR
XR
XR
XR
XR
XR
XR
XR
XR
XR
XR
XR
XR
XR
XR XR
XR
XR
XR
XR
XR
XR
XR
XR
XR
XR
XR
XR
XR
XR
XR
XR
XR
XR
X
X
X
'SES' (BEAD)
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
3
3
3
3
X
FF
EE
DD
CC
BB
AA
01
02
03
04
05
HP
5
HP
4
HP
3
HP
6
2
2
2
2
'C'- 17
GFI, WP-WIU
'C'- 17
GFI, WP-WIU
'C'- 17
GFI, WP-WIU
X
X
X
R
e
g
i
s
t
e
r
e
d
P
r
o
f
e
s
s
i
o
n
a
l
E
n
g
i
n
e
e
r
(
E
l
e
c
t
r
i
c
a
l
)
C
E
R
T
I
F
I
C
A
T
E
N
O
.
53328
NATHAN
A
R
I
Z
O
N
A
U.
S.
A.
D
a
t
e
S
i
g
n
e
d
.
.
.
.
.
.
.
.
.
.
.
.
.
.
SHORT
© 2021 Holly Street Studio, LLC
sheet number
project no.
date
phase
title
1319 E VanBuren St.
Phoenix, AZ 85006
o: 602.258.8555
hollystreetstudio.com
revisions
221065.200
SAM BUHR
12/07/22
12/7/2022 4:38:04 PM
E1.0
BEAD BUILDING -
ELECTRICAL
DEMOLITION
PLANS
CONSTRUCTION
DOCUMENTS
04 NOV 2022
GLENDALE DCRP BEAD
MUSEUM RENOVATION
5750 W Glenn Drive
Glendale, AZ 85301
202169.4
SCALE: 1/8" = 1'-0"
BEAD BUILDING - ELECTRICAL DEMOLITION PLAN
1
SHEET NOTES
SCALE: 1/8" = 1'-0"
BEAD - ELECTRICAL DEMO ROOF PLAN
2
A
THE DRAWINGS REPRESENT ELECTRICAL DESIGN INTENT. THEY ARE SCHEMATIC
AND DIAGRAMMATIC AND DO NOT INDICATE CONSTRUCTION DETAILS OR ROUTING.
UNLESS OTHERWISE NOTED. THE SPECIFICATIONS ESTABLISH MINIMUM
PERFORMANCE AND PRODUCT INSTALLATION REQUIREMENTS. PROVIDE PRODUCTS
CONSISTENT WITH THE DESIGN INTENT AND NECESSARY FOR A COMPLETE
OPERATING ELECTRICAL SYSTEM.
B
ANY ELECTRICAL DEVICE OR EQUIPMENT NOT NOTED TO BE REMOVED OR
RELOCATED SHALL REMAIN UNCHANGED. IT SHALL BE THE CONTRACTORS
RESPONSIBILITY TO CONTACT THE ARCHITECT/ENGINEER REGARDING ANY ITEM IN
QUESTION.
C
EXISTING CONDUITS TO BE REUSED TO FULLEST EXTENT POSSIBLE. COORDINATE
WITH NEW PLANS.
D
WHERE ITEMS ARE NOTED TO BE REMOVED, ELECTRICAL CONTRACTOR SHALL:
A) REMOVE INDICATED ITEM.
B) REMOVE ANY ASSOCIATED CONDUIT AND WIRING WHERE SURFACE MOUNTED
OR ABOVE AN ACCESSIBLE CEILING.
C) PULL OUT ASSOCIATED WIRING, CUT OFF, CAP, and ABANDON CONDUIT WHERE
CONCEALED IN WALLS OR PARTITIONS WHICH ARE REMAINING.
D) RETURN ALL REMOVED EQUIPMENT TO OWNER OR DISPOSE OF AS DIRECTED
BY OWNER.
E
WHERE ELECTRICAL CONTRACTOR REMOVES AN ITEM AND CIRCUITING TO OTHER
ITEMS WILL BE INTERRUPTED, ELECTRICAL CONTRACTOR SHALL PROVIDE NEW
CONDUIT, WIRE, BOXES, ETC. AS REQUIRED AND RECONNECT REMAINING ITEMS SO
THEY WILL NOT BE INTERRUPTED.
F
WHERE AN ITEM IS SHOWN TO BE RELOCATED, ELECTRICAL CONTRACTOR SHALL
EXTEND WIRING AND CONDUIT TO THE APPROPRIATE NEW LOCATION AND PROVIDE
ALL NECESSARY CONDUIT, WIRE, BOXES, ETC. AS REQUIRED. RECONNECT TO
EXISTING CIRCUIT OR RECIRCUIT AS SHOWN. IF DEVICE IS NOT SALVAGEABLE,
ELECTRICAL CONTRACTOR SHALL PROVIDE A NEW DEVICE.
G
THE FOLLOWING DEMOLITION SYMBOLS MAY BE USED AS WELL AS KEYED NOTES:
"R" = NEW LOCATION OF RELOCATED ITEM.
"X" = EXISTING ITEM TO REMAIN.
"XR" = EXISTING ITEM TO BE REMOVED.
"XRP" = EXISTING ITEM TO BE REPLACED WITH NEW IN SAME LOCATION AS SHOWN.
EXTEND EXISTING CIRCUIT TO MATCH EXISTING U.N.O.
H
SAW-CUT, CORE DRILL, TRENCH, BACKFILL, PATCH AND REPAIR WHERE REQUIRED.
KEYED NOTES
REMOVE ALL INTERIOR LIGHT FIXTURES, INTERIOR LIGHTING CONTROLS, AND
ASSOCIATED CIRCUITING BACK TO IT'S SOURCE. VERIFY CONDUIT THAT CAN BE
REUSED WITH NEW WORK AND REUSE TO FULLEST EXTENT POSSIBLE. REFER TO
NEW LIGHTING PLAN ON SHEET E3.0 FOR NEW WORK. EXISTING EXTERIOR LIGHT
FIXTURES AND EXISTING LIGHTING CONTROLS FOR EXTERIOR LIGHT FIXTURES
SHALL REMAIN. TRACE OUT AND MAINTAIN EXISTING EXTERIOR CIRCUITING.
EXTERIOR LIGHTING CONTROLLED BY TIMECLOCK.
REMOVE EXISTING DISCONNECT AND WIRING BACK TO IT'S SOURCE. REUSE
EXISTING CONDUIT IN NEW WORK FOR ROOF TOP EQUIPMENT TO FULLEST EXTENT
POSSIBLE. REFER TO "BEAD BUILDING - POWER PLAN - ROOF" ON SHEET E2.0 FOR
NEW WORK.
EXISTING EXTERIOR EMERGENCY EGRESS LIGHT TO REMAIN. VERIFY EMERGENCY
BATTERY IN WORKING CONDITION, AND REPLACE WITH NEW AS REQUIRED.
1
2
3
No.
Description
Date
CC
CC
CC
CC
T
J
J
J
J
J
J
J
J
J
J
J
J
J
J
J
J
J
J
J
J
J
J
J
J
J
J
J
J
J
J
J
J
J
J
J
J
J
FACP
FAAP
J
J
J
J
FF
EE
DD
CC
BB
AA
01
02
03
04
05
'C'
'A'
'SES' (BEAD)
1
X
X
X
X
X
DF
'C'- 14
FF
2
3
TYP.
TYP.
DF
'C'- 22
FF
'C'- 24
FF
'C'- 26
GFI
'C'- 26
GFI
'C'- 21
FF
DF
DF
'C'- 20
FF
DF
'C'- 19
FF
'C'- 25
'C'- 18
FF
DF
'C'- 25
DF
'C'- 16
FF
DF
'C'- 36
FF
DF
'C'- 25
DF
'C'- 15
FF
'C'- 6
DF
'C'- 13
FF
'C'- 4
'C'- 2
'C'- 2
DF
'C'- 8
FF
'C'- 1
'C'- 7
FF
DF
'C'- 3
'C'- 3
'C'- 1
'C'- 2
'C'- 2
'C'- 1
'C'- 4
'C'- 2
'C'- 1
'C'- 5
GFI
'C'- 5
GFI
'C'- 10
GFI
'C'- 11
DISP.
'C'- 10
GFI
'C'- 12
MICRO.
'C'- 6
TV
'C'- 6
DF
'C'- 27
FF
'C'- 25
'C'- 23
FF
DF
DF
'C'- 1
'C'- 2
'C'- 6
'C'- 25
CEF
3
CEF
2
CEF
1
CEF
9
CEF
8
'A'- 26
EF
'A'- 26
EF
'A'- 26
EF
'A'- 26
EF
'A'- 26
EF
FC
1
'A'- 29,31
NEW
TV
TV
5
'C'-41
'C'- 37
'C'- 39
'C'- 32
GFI,EDF
$
IWH-1
3
6
'C'- 38
FF
DF
'C'- 34
FF
'C'- 9
TV
'C'- 9
TV
7
7
7
'C'- 42
FRIDG.,GFI
'C'- 29
COPIER
TV
8
60" AFF
9
9
9
FF
EE
DD
CC
BB
AA
01
02
03
04
05
4
4
4
4
HP
5
HP
4
HP
3
PE
3
PE
4
PE
5
CU
1
HP
6
PE
6
'C'- 17
GFI, WP-WIU
'C'- 17
GFI, WP-WIU
'C'- 17
GFI, WP-WIU
'A'- 13,15,17
'A'- 1,3,5
'A'- 25,27
'A'- 19,21,23
'A'- 7,9,11
'A'- 2,4,6
'A'- 14,16,18
'A'- 20,22,24
'A'- 8,10,12
X
X
X
R
e
g
i
s
t
e
r
e
d
P
r
o
f
e
s
s
i
o
n
a
l
E
n
g
i
n
e
e
r
(
E
l
e
c
t
r
i
c
a
l
)
C
E
R
T
I
F
I
C
A
T
E
N
O
.
53328
NATHAN
A
R
I
Z
O
N
A
U.
S.
A.
D
a
t
e
S
i
g
n
e
d
.
.
.
.
.
.
.
.
.
.
.
.
.
.
SHORT
© 2021 Holly Street Studio, LLC
sheet number
project no.
date
phase
title
1319 E VanBuren St.
Phoenix, AZ 85006
o: 602.258.8555
hollystreetstudio.com
revisions
221065.200
SAM BUHR
12/07/22
12/7/2022 4:38:06 PM
E2.0
BEAD BUILDING
POWER PLANS
CONSTRUCTION
DOCUMENTS
04 NOV 2022
GLENDALE DCRP BEAD
MUSEUM RENOVATION
5750 W Glenn Drive
Glendale, AZ 85301
202169.4
SCALE: 1/8" = 1'-0"
BEAD BUILDING - POWER PLAN - FIRST FLOOR
1
SCALE: 1/8" = 1'-0"
BEAD BUILDING - POWER PLAN - ROOF
2
A
THE DRAWINGS REPRESENT ELECTRICAL DESIGN INTENT. THEY ARE SCHEMATIC
AND DIAGRAMMATIC AND DO NOT INDICATE CONSTRUCTION DETAILS OR ROUTING.
UNLESS OTHERWISE NOTED. THE SPECIFICATIONS ESTABLISH MINIMUM
PERFORMANCE AND PRODUCT INSTALLATION REQUIREMENTS. PROVIDE PRODUCTS
CONSISTENT WITH THE DESIGN INTENT AND NECESSARY FOR A COMPLETE
OPERATING ELECTRICAL SYSTEM.
B
ALL CONDUCTORS SHALL BE COPPER, UNLESS NOTED OTHERWISE.
C
REFER TO SHEET E0.0, E.1,0 AND E0.3 FOR SYMBOLS, NOTES AND ADDITIONAL
REQUIREMENTS.
D
120/208V BRANCH CIRCUITS 100' OR GREATER IN CONDUCTOR LENGTH SHALL BE
#10 AWG, UNLESS OTHERWISE NOTED.
E
BRANCH CIRCUITS SHALL BE CONFIGURED WITH DEDICATED NEUTRALS AND
INDEPENDENTLY OPERATED BREAKERS, UNLESS NOTED OTHERWISE.
F
REFER TO ARCHITECTURAL FLOOR PLANS, ELEVATIONS, SECTIONS, MILLWORK
DETAILS AND GENERAL DETAILS FOR EXACT PLACEMENT INFORMATION REGARDING
ALL ELECTRICAL DEVICE MOUNTING LOCATIONS, INCLUDING CEILING AND FLOOR
MOUNTED DEVICES.
G
ALL WALL MOUNTED LOW VOLTAGE DEVICES SHALL BE MOUNTED TO MATCH
HEIGHT OF ADJACENT POWER DEVICE, UNLESS NOTED OTHERWISE.
H
LABEL ALL RECEPTACLE DEVICE PLATES WITH SOURCE PANEL AND CIRCUIT
NUMBER. PROVIDE PERMANENT MACHINE GENERATED LABEL.
I
DIV. 26 CONTRACTOR SHALL COORDINATE AND PROVIDE ALL RECEPTACLE,
FLOORBOXES, CONDUIT, RACEWAYS AND J-BOX ROUGH-IN LOCATIONS FOR DIV. 27
AND DIV. 28 CONTRACTORS. REFER TO CONSULTANT PLANS AND SPECIFICATIONS
FOR DEVICE LOCATIONS. DIV. 26, 27, AND 28 CONTRACTORS SHALL SCHEDULE A
COORDINATION MEETING PRIOR TO DEVICE ROUGH-IN.
J
THE FIRE ALARM SYSTEM IS A DEFERRED SUBMITTAL ITEM. THE FIRE ALARM
CONTRACTOR SHALL PROVIDE PLANS AND REQUIRED CALCULATIONS STAMPED
AND SIGNED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF ARIZONA.
THE DEFERRED FIRE ALARM SYSTEM SHALL NOT BE INSTALLED UNTIL THE DESIGN
AND SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE AUTHORITY HAVING
JURISDICTION AND ENGINEER OF RECORD.
K
ALL WALL VOICE/DATA DROPS SHOWN ON DRAWINGS SHALL HAVE A MINIMUM 4"
SQUARE JUNCTION BOX AND 1" CONDUIT WITH PULL CORD STUBBED INTO CEILING
SPACE.
L
PROVIDE CONDUITS FOR VOICE/DATA, SECURITY, EMS, ETC. CABLING BACK TO IDF
ROOM IN ALL AREAS WITH HARD CEILINGS.
M
NO MORE THAN 270 DEGREES OF CONDUIT BENDS ARE ALLOWED IN ANY OF THE
CONDUIT RUNS. ALL BENDS SHALL BE LONG SWEEP.
N
IDENTIFY ALL CONDUITS WITH MARKER TAPE.
O
MAKE ALL FINAL EQUIPMENT CONNECTIONS AS REQUIRED.
P
ALL FIRE ALARM CABLING SHALL BE IN RED EMT CONDUIT.
Q
ALL TELECOM CONDUIT SHALL BE EMT EXCEPT WHERE EXPOSED AND SUBJECT TO
VANDALISM WHERE IT SHALL BE RGS.
R
TV OUTLETS SHALL BE OFFSET FROM CENTER OF TV FOR ACCESSIBLITY.
COORDINATE EXACT LOCATION AND HEIGHT WITH OWNER'S LOW VOLTAGE
INSTALLER.
S
VERIFY FINISHES OF ALL ELECTRICAL DEVICES WITH ARCHITECT OR INTERIOR
DESIGNER.
T
PROVIDE GFCI TYPE RECEPTACLE FOR ALL RECEPTACLES WITH-IN 6-FEET OF A
SINK.
U
RECEPTACLES AND JUNCTION BOXES SHALL BE LABELED WITH PANEL NUMBER AND
CIRCUIT NUMBER USING INDELIBLE INK.
V
SEE THE HVAC & PLUMBING ELECTRICAL CONNECTION SCHEDULE ON SHEET E004
FOR DISCONNECT, CONDUIT AND CONDUCTOR INFORMATION.
W
PROVIDE FLEXIBLE STEEL CONDUIT FOR CONECTIONS FROM DISCONNECT SWITCH
TO HVAC UNITS AND MOTOR CONNECTIONS.
X
ALL EQUIPMENT ENCLOSURES LOCATED OUTSIDE OR IN WET ENVIRONMENT SHALL
BE NEMA 3R.
Y
EQUIPMENT FEEDER TAPS ARE PERMITTED UNDER 10' IN LENGTH PER NEC
240.21(B)(1).
SHEET NOTES
KEYED NOTES
EXISTING EQUIPMENT AND EXISTING WIRING DEVICES TO REMAIN IN THIS ROOM.
PROVIDE JUNCTION BOX, CONDUIT AND BRANCH CIRCUIT FOR FURNITURE FEED.
COORDINATE WITH OWNER/ARCHITECT FOR EXACT POWER REQUIREMENTS.
PROVIDE JUNCTION BOX AND CONDUIT FOR FURNITURE DATA FEED. COORDINATE
WITH AV CONTRACTOR FOR SPECIFICATIONS.
PROVIDE NEW DISCONNECT AND NEW CONDUCTORS BACK TO ORIGINALCIRCUIT.
ROUTE CONDUCTORS THROUGH EXISTING CONDUIT.
PROVIDE CIRCUIT FOR FLOW AND TAMPER SWITCHES.
PROVIDE (3) #8, #10 GND, IN 1" CONDUIT FOR INSTA-HOT WATER HEATER (IWH-1).
CIRCUIT TO 'C'-30,32.
PROVIDE HUBBELL SYSTEMONE 6" FLOOR BOX WITH 2-GANG FOR DUPLEX
RECEPTACLE AND DATA. PROVIDE 3/4" CONDUIT FOR POWER AND 1" CONDUIT FOR
DATA. ROUTE CONDUIT UNDERGROUND, AND STUB UP THRU ADJACENT WALL
INTO ACCESSIBLE CEILING LOCATION. PROVIDE SAW-CUT, TRENCH, BACKFILL, AND
PATCH AND REPAIR WORK AS REQUIRED. PROVIDE ALL ACCESSORIES REQUIRED
FOR A COMPLETE AND OPERATIONAL SYSTEM. COORDINATE FINISHES AND
COLORS WITH ARCHITECT AND OWNER.
COORDINATE WITH TV AND TV HARDWARE, AND MOUNT TV RECEPTACLE AND TV
COMMUNICATIONS OUTLET BEHIND TV FOR CONCEALMENT OF CORD AND PLUG.
COORDINATE WITH CITY OF GLENDALE A/V REPRESENTATIVE FOR ADDITIONAL
CABLING REQUIREMENTS.
EXHAUST FANS CONTROLLED THROUGH EXISTING TIMECLOCK. COORDINATE WITH
MECHANICAL PLANS FOR ADDITIONAL INFORMATION. PROVIDE WIRING AND
ACCESSORIES AS REQUIRED FOR POWER AND CONTROLS.
1
2
3
4
5
6
7
8
1
1
1
9
1
1
1
1
No.
Description
Date
1
PERMIT COMMENTS
12/5/22
CC
CC
CC
CC
M
LV
LV
M
M
M
M
M
M
LV
M
M
M
M
M
M
LV
LV
M
M
M
M
M
M
M
M
TC
FACP
FAAP
FF
EE
DD
CC
BB
AA
01
02
03
04
05
L01E
'C'-40
L01
'C'-40
L01
'C'-40
L01
'C'-40
L01
'C'-40
L01
'C'-40
L01
'C'-40
L01
'C'-40
L01
'C'-40
L01E
'C'-40
L01
'C'-40
L01
'C'-40
L01
'C'-40
L01
'C'-40
L01
'C'-40
L01E
'C'-40
L01
'C'-40
L01
'C'-40
L01
'C'-31
L01
'C'-31
L01
'C'-31
L01E
'C'-31
L01
'C'-31
L01
'C'-31
L01
'C'-31
L01
'C'-31
L01
'C'-31
L01
'C'-31
L01
'C'-31
L01
'C'-31
L01
'C'-31
L01
'C'-31
L01E
'C'-31
L02
'C'-40
L02
'C'-40
L02
'C'-40
L02
'C'-40
L02
'C'-40
L02
'C'-40
open office 2
102
open office 3
103
L04
'C'-31
L03
'C'-31
L03
'C'-31
D62E
'C'-33
D62
'C'-33
D62
'C'-33
D62
'C'-33
D62
'C'-33
D62
'C'-33
D62
'C'-33
D62E
'C'-33
D62
'C'-33
D62
'C'-33
D62E
'C'-33
D62
'C'-33
D62
'C'-33
D62
'C'-33
D62
'C'-33
D62E
'C'-33
D62
'C'-33
D62E
'C'-33
D62
'C'-33
D62E
'C'-33
D62
'C'-33
D62
'C'-33
D62
'C'-33
D62E
'C'-33
D62
'C'-33
D62
'C'-33
D62
'C'-33
D62E
'C'-33
D62
'C'-33
D62
'C'-33
D62E
'C'-33
L01
'C'-31
L01
'C'-31
L01
'C'-31
L01
'C'-31
L01
'C'-31
L01
'C'-31
L02
'C'-31
L02
'C'-31
L02
'C'-31
L02
'C'-31
L02
'C'-31
L02
'C'-31
L02
'C'-31
L02
'C'-31
L02
'C'-31
L02
'C'-31
L02
'C'-31
D61E
D61E
L05
'C'-31
L05
'C'-31
L05
'C'-31
L05
'C'-31
X1
'C'-33
X1
'C'-33
X1
'C'-33
X1
'C'-33
X1
'C'-33
X1
'C'-33
L06
'C'-35
L06E
'C'-35
L06
'C'-35
L06
'C'-35
L06E
'C'-35
L06E
'C'-35
L06
'C'-35
L06E
'C'-35
L06
'C'-35
a
a
a
a
a
a
a
a
a
a
a
a
a
a
a
a
a
a
a,b,c
a,b,c
b
b
b
b
b
b
b
c
c
c
L06
'C'-33
c
c
c
c
c
c
e
e
e
e
e
e
e
e
e
e
e
d
d
d
a,b,d,e,f
a
a
a
a
a
a
b
f
f
f
f
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
1
1
1
1
X
X
L03
'C'-31
L03
'C'-31
2
2
2
R
e
g
i
s
t
e
r
e
d
P
r
o
f
e
s
s
i
o
n
a
l
E
n
g
i
n
e
e
r
(
E
l
e
c
t
r
i
c
a
l
)
C
E
R
T
I
F
I
C
A
T
E
N
O
.
53328
NATHAN
A
R
I
Z
O
N
A
U.
S.
A.
D
a
t
e
S
i
g
n
e
d
.
.
.
.
.
.
.
.
.
.
.
.
.
.
SHORT
© 2021 Holly Street Studio, LLC
sheet number
project no.
date
phase
title
1319 E VanBuren St.
Phoenix, AZ 85006
o: 602.258.8555
hollystreetstudio.com
revisions
221065.200
SAM BUHR
12/07/22
12/7/2022 4:38:07 PM
E3.0
BEAD BUILDING
LIGHTING PLAN
CONSTRUCTION
DOCUMENTS
04 NOV 2022
GLENDALE DCRP BEAD
MUSEUM RENOVATION
5750 W Glenn Drive
Glendale, AZ 85301
202169.4
SHEET NOTES
A
CONTRACTOR TO COORDINATE WORK WITH OTHER TRADES, CEILING TYPES,
ARCHITECTURAL MOUNTING DETAILS, ELEVATIONS, AND FIELD CONDITIONS.
CONTRACTOR TO PROVIDE ALL EQUIPMENT AND ACCESSORIES NECESSARY TO
INSTALL LIGHTING FIXTURES IN SPECIFIED CEILING CONDITION.
B
REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOR EXACT LOCATION OF
LIGHT FIXTURES AND OTHER CEILING MOUNTED DEVICES.
C
REFER TO LUMINAIRE SCHEDULES ON SHEET E0.1 FOR ADDITIONAL INFORMATION
AND REQUIREMENTS.
D
120/208V BRANCH CIRCUITS 100' OR GREATER IN CONDUCTOR LENGTH SHALL BE
#10 AWG, UNLESS OTHERWISE NOTED.
E
ALL EXIT SIGN LIGHTING FIXTURES ARE TYPE X1 AND SHALL BE CONNECTED TO AN
UNSWITCHED LEG. REFER TO LIGHTING FIXTURE SCHEDULE FOR ADDITIONAL
INFORMATION.
F
VERIFY FINISHES OF ALL LIGHTING EQUIPMENT WITH ARCHITECT, OWNER AND
INTERIOR DESIGNER.
G
PER 2018 IECC SECTION 408.3, ALL LIGHTING SYSTEMS ARE REQUIRED TO BE
TESTED FOR PROPER FUNCTIONALITY TO ENSURE THAT INSTALLED LIGHTING
CONTROLS MEET PROVISIONS OF SECTION C405. LIGHTING SYSTEM
COMMISSIONING IS TO BE BY THIRD PARTY UNDER DIRECT CONTRACT WITH
GENERAL CONTRACTOR. A COPY OF THE COMMISSIONING REPORT WILL BE
PROVIDED TO OWNER WITHIN 90 DAYS OF PROJECT CERTIFICATE OF OCCUPANCY.
H
ELECTRICAL CONTRACTOR SHALL PROVIDE SHOP DRAWING SUBMITTAL FOR THE
LIGHTING CONTROL SYSTEM. SUBMITTAL SHALL INCLUDE DEVICE LAYOUT AND DATA
SHEETS.
SCALE: 1/8" = 1'-0"
BEAD BUILDING - LIGHTING PLAN - FIRST FLOOR
1
KEYED NOTES
EXISTING EXTERIOR EMERGENCY EGRESS LIGHT TO REMAIN. VERIFY EMERGENCY
BATTERY IN WORKING CONDITION, AND REPLACE NON-WORKING EMERGENCY
BATTERY. COORDINATE WITH FIXTURE TYPE FOR REPLACEMENT.
REFER TO POWER PLANS FOR EXHAUST FAN DESIGNATIONS AND CIRCUITING.
1
LIGHTING CONTROLS SCOPE OF WORK
EXISTING EXTERIOR LIGHTS AND EXISTING EXTERIOR LIGHTING TIMECLOCK CONTROLS TO REMAIN.
ALL NEW INTERIOR LIGHTS AND INTERIOR LIGHTING CONTROLS.
INTERIOR LIGHTING CONTROLS INDICATE MODULAR DEVICES (MOTION SENSORS, LOW VOLTAGE
DIMMING SWITCHES, POWER PACKS OR RELAYS, AND ETC.). INTERIOR LIGHTING CONTROLS TO BE
MOTION SENSOR OPERATED FOR SPACES AND FOR OPEN OFFICE SPACES. INTEGRAL MOTION
SENSORS SPECIFIED FOR EACH LINEAR PENDANT FOR DOWNLIGHT. OPEN OFFICES ZONED FOR
SPACES LESS THAN 600 SF.
1
2
1
1
1
1
No.
Description
Date
1
PERMIT COMMENTS
12/5/22
1
1
1
1
M
8,115A
ISC
7,990A
ISC
7,950A
ISC
EXISTING
4 #3/0,
1 #6 GND,
2" C.
PANEL
'A'
PANEL
'B'
NEW
REMOVE
POWER CO.
TRANSFORMER
T
200/3
PER SRP
18,976 AIC
#3/0 CU
PIPING
STEEL
SYSTEMS
BUILDING
#3/0 CU
UFER
#4
N
G
(3) 4"C.
200/3
200/3
200/3
MAIN 1
MAIN 2
MAIN 3
MAIN 4
SPARE
NEW
4 #3/0,
1 #6 GND,
EXISTING
2" C.
REMOVE
3 #3/0,
1 #6 GND,
EXISTING
2" C.
114'-0"
113'-0"
TO UTILITY
PANEL
'C'
EXISTING
110'-0"
EXISTING S.E.S. (NEMA 3R)
400A 208/120V, 3Ø, 4W.
BRACED FOR 65,000 A.I.C.
SPARE
LUGS
SUB-FEED
PROVIDE
EXISTING ELECTRICAL ONE-LINE DIAGRAM - BEAD MUSEUM
N.T.S.
EXISTING
6"x6"x18"
PULL BOX
EXISTING
6"x6"x18"
PULL BOX
EXISTING
EXISTING
EXISTING
EXISTING
EXISTING
EXISTING
R
e
g
i
s
t
e
r
e
d
P
r
o
f
e
s
s
i
o
n
a
l
E
n
g
i
n
e
e
r
(
E
l
e
c
t
r
i
c
a
l
)
C
E
R
T
I
F
I
C
A
T
E
N
O
.
53328
NATHAN
A
R
I
Z
O
N
A
U.
S.
A.
D
a
t
e
S
i
g
n
e
d
.
.
.
.
.
.
.
.
.
.
.
.
.
.
SHORT
© 2021 Holly Street Studio, LLC
sheet number
project no.
date
phase
title
1319 E VanBuren St.
Phoenix, AZ 85006
o: 602.258.8555
hollystreetstudio.com
revisions
221065.200
SAM BUHR
12/07/22
12/7/2022 4:38:08 PM
E5.0
BEAD ONE-LINE
DIAGRAM
CONSTRUCTION
DOCUMENTS
04 NOV 2022
GLENDALE DCRP BEAD
MUSEUM RENOVATION
5750 W Glenn Drive
Glendale, AZ 85301
202169.4
** WHEN MULTIPLE MOTORS ARE CIRCUITED TO ONE BREAKER **
LOWEST MOTOR LOAD (LM)
100%
DWELLING UNIT LOAD (DU)
NEC 220.82 (B)
MULTI-FAMILY DWELLING UNITS LOAD (DM)
NEC 220.84
KITCHEN LOAD (K)
NEC 220.56
Total Demand Current: 231 A
RECEPTACLE LOAD (R)
5220 VA
NEC 220.44
5220 VA
Total Connected Current: 223 A
MOTOR LOAD (M)
48776 VA
NEC 430.24
51179 VA
Total Demand: 83359 VA
CONTINOUS LOAD (C)
3043 VA
125%
3804 VA
Total Connected Load: 80195 VA
NON-CONTINUOS LOAD (N)
23156 VA
100%
23156 VA
LOAD TYPE(LT) CLASSIFICATION
Connected Load
Demand Factor
Demand Load
Totals
Legend:
Total Amps:
223 A
Total Connected Load:
80195 VA
5
PANEL 'C'
200 A
200 A
86 A
80 A
97 A
31419 VA
4
3
SPARE
200 A
200 A
--
--
--
--
0 VA
2
BUSSED SPACE
--
--
--
--
--
--
--
1
PANEL 'A'
200 A
200 A
144 A
142 A
125 A
48776 VA
Position
Breaker Name
Rating
Frame
Amps Phase A Amps Phase B Amps Phase C
Peak Load
Load
Remarks
Enclosure: NEMA 3R
MCB Rating: 1 A
Mounting: PAD MOUNTED
Wires: 4
Mains Rating: 400 A
Supply From: UTILITY
Phases: 3
Mains Type: MLO
Location: NORTH EXTERIOR OF...
Volts: 120/208 Wye
A.I.C. Rating: 65 KAIC
NAME: 'SES' (BEAD)
SHEET NOTES
A
MANUFACTURER OF ELECTRICAL SWITCHGEAR, PANELS ETC. TO BE THE SAME. THE
MANUFACTURER SHALL PROVIDE BREAKERS THAT ARE COORDINATED FROM
UPSTREAM C/B'S DOWN TO BRANCH CIRCUIT BREAKERS. CONTRACTOR VIA
SWITCHGEAR MANUFACTURER SHALL PROVIDE DOCUMENTATION AND
COORDINATED BREAKER SETTINGS WITH SUBMITTAL.
B
ALL PANELS SHALL HAVE DOOR-IN-DOOR COVERS.
C
ALL CONDUCTORS SHOWN ON ONE LINE SHALL BE COPPER UNLESS NOTED
OTHERWISE. ALL CONDUCTORS SHALL HAVE 90° INSULATION. SEE SPECIFICATIONS
FOR CONDUCTOR INSTALLATION.
D
CONTRACTOR SHALL VERIFY ALL CIRCUIT BREAKERS ARE SUPPLIED WITH LUGS
THAT WILL ACCOMMODATE THE CONDUCTORS SHOWN.
No.
Description
Date
INDICATES PROVIDE NEW 'LOCK-DOG' ON CIRCUIT BREAKER,
LKH OR LOTO.
INDICATES NEW LOAD ADDED TO EXISTING CIRCUIT
BREAKER.
INDICATES NEW LOAD AND NEW CIRCUIT BREAKER ADDED
TO EXISTING BUSSED SPACE.
INDICATES EXISTING LOAD REMOVED AND BREAKER TO
BECOME SPARE.
INDICATES EXISTING LOAD AND BREAKER REMOVED AND
REPLACED WITH NEW BREAKER AND POSSIBLY NEW LOAD.
INDICATES EXISTING LOAD & CIRCUIT BREAKER TO REMAIN -
NO REVISION. EXISTING LOADS MAY HAVE BEEN ESTIMATED.
CIRCUIT THRU LIGHTING CONTACTOR. SEE WIRING
DIAGRAM(S).
BREAKERS WITH COMMON HANDLE-TIES OR MULTI-POLE
BREAKER WHERE HANDLE-TIES ARE NOT AVAILABLE OR
PANELBOARD IS EXISTING. PROVIDE PER NEC 210.4(B).
INDICATES CONTINUOUS LOAD.
INDICATES NON-CONTINUOUS LOAD.
INDICATES SPARE CIRCUIT BREAKER.
INDICATES BUSSED SPACE FOR FUTURE CIRCUIT BREAKER.
INDICATES MOTOR LOAD.
INDICATES GENERAL PURPOSE RECEPTACLE LOAD.
M
R
BSP
SR
C
N
PANELBOARD
SYMBOL SCHEDULE
R
e
g
i
s
t
e
r
e
d
P
r
o
f
e
s
s
i
o
n
a
l
E
n
g
i
n
e
e
r
(
E
l
e
c
t
r
i
c
a
l
)
C
E
R
T
I
F
I
C
A
T
E
N
O
.
53328
NATHAN
A
R
I
Z
O
N
A
U.
S.
A.
D
a
t
e
S
i
g
n
e
d
.
.
.
.
.
.
.
.
.
.
.
.
.
.
SHORT
© 2021 Holly Street Studio, LLC
sheet number
project no.
date
phase
title
1319 E VanBuren St.
Phoenix, AZ 85006
o: 602.258.8555
hollystreetstudio.com
revisions
221065.200
SAM BUHR
12/07/22
12/7/2022 4:38:08 PM
E5.1
BEAD BUILDING -
PANEL
SCHEDULES
CONSTRUCTION
DOCUMENTS
04 NOV 2022
GLENDALE DCRP BEAD
MUSEUM RENOVATION
5750 W Glenn Drive
Glendale, AZ 85301
202169.4
RRN
EXISTING LOAD AND BREAKER REMOVED AND REPLACED WITH NEW BREAKER AND POSSIBLY NEW LOAD
RLS
EXISTING LOAD REMOVED AND BREAKER TO BECOME SPARE
NLN
NEW LOAD AND NEW CIRCUIT BREAKER ADDED TO EXISTING BUSSED SPACE
NLE
NEW LOAD ADDED TO EXISTING CIRCUIT BREAKER
NLC
NEW LIGHTING CONTROL CIRCUIT ROUTED THROUGH LIGHTING CONTROL SYSTEM. SEE LIGHTING CONTROL SCHEDULE.
LTO
LOCK OUT TAG OUT
LKH
PROVIDE NEW "LOCK-DOG" ON CIRCUIT BREAKER
LCC
LIGHTING CONTROL CIRCUIT ROUTED THROUGH LIGHTING CONTROL SYSTEM. SEE LIGHTING CONTROL SCHEDULE.
AFB
ARCHING FAULT BREAKER
GFB
GROUND FAULT BREAKER
ELK
EXISTING LOCKING HANDLE OR LOCK-OUT-TAG-OUT
ELE
EXISTING LOAD AND CIRCUIT BREAKER TO REMAIN. NO REVISION. EXISTING LOAD MAY HAVE BEEN ESTIMATED.
ELC
EXISTING LIGHTING CONTROL CIRCUIT ROUTED THROUGH LIGHTING CONTROL SYSTEM. SEE LIGHTING CONTROL SCHEDULE.
STATUS ABBREVIATIONS
PROVIDE SUBFEED LUGS
** WHEN MULTIPLE MOTORS ARE CIRCUITED TO ONE BREAKER
LOWEST MOTOR LOAD (LM) **
100%
DWELLING UNIT LOAD (DU)
NEC 220.82 (B)
MULTI-FAMILY DWELLING UNITS LOAD (DM)
NEC 220.84
KITCHEN LOADK (K)
NEC 220.56
RECEPTACLE LOAD (R)
NEC 220.44
MOTOR LOAD (M)
48776 VA
NEC 430.24
51179 VA
CONTINUOUS LOAD (C)
125%
TOTAL DEMAND AMPERE: 142 A
NON-CONTINUOUS LOAD (N)
100%
TOTAL DEMAND LOAD: 51179 VA
LOAD TYPE (LT) CLASSIFICATION
CONNECTED LOAD
DEMAND FACTOR
DEMAND LOAD
PANEL TOTAL
TOTAL A:
144
142
125
135 A TOTAL COMBINED AMPERE
TOTAL VA:
16988
16734
15055
48776 VA TOTAL COMBINED LOAD
--
BUSSED SPACE
--
1
--
41
--
--
42
--
1
--
BUSSED SPACE
--
--
BUSSED SPACE
--
1
--
39
--
--
40
--
1
--
BUSSED SPACE
--
--
SPARE
1
20 A
37
0
--
38
--
1
--
BUSSED SPACE
--
--
SPARE
1
20 A
35
0
--
36
--
1
--
BUSSED SPACE
--
--
SPARE
1
20 A
33
0
--
34
--
1
--
BUSSED SPACE
--
31
79
--
32
--
1
--
BUSSED SPACE
--
M
FC-1
2
15 A
29
79
0
30
20 A
1
SPARE
--
27
1758
0
28
20 A
1
SPARE
--
M
CU-1
2
25 A
25
1758
175
26
20 A
1
NLE
EXHAUST FANS
M
23
768
768
24
21
768
768
22
M
PE-4
3
15 A
19
768
768
20
15 A
3
PE-6
M
17
768
468
18
15
768
468
16
M
PE-3
3
15 A
13
768
468
14
15 A
3
PE-5
M
11
3000
3000
12
9
3000
3000
10
M
HP-4
3
40 A
7
3000
3000
8
40 A
3
HP-6
M
5
3000
3204
6
3
3000
3204
4
M
HP-3
3
40 A
1
3000
3204
2
40 A
3
HP-5
M
LT
DESCRIPTION
STAT
BT
BKR
CKT
A
B
C
CKT
BKR
BT
STAT
DESCRIPTION
LT
Enclosure: NEMA 1
Bussing: 225 A
Mounting: SURFACE
Wires: 4
MCB Rating: 225 A
Supply From: 'SES' (BEAD)
Phases: 3
Type of Main: MLO
Electrical Source:
Volts: 120/208 Wye
A.I.C. Rating: 10 KAIC
Location: electrical 113
New or Existing: NEW
Name: 'A'
RRN
EXISTING LOAD AND BREAKER REMOVED AND REPLACED WITH NEW BREAKER AND POSSIBLY NEW LOAD
RLS
EXISTING LOAD REMOVED AND BREAKER TO BECOME SPARE
NLN
NEW LOAD AND NEW CIRCUIT BREAKER ADDED TO EXISTING BUSSED SPACE
NLE
NEW LOAD ADDED TO EXISTING CIRCUIT BREAKER
NLC
NEW LIGHTING CONTROL CIRCUIT ROUTED THROUGH LIGHTING CONTROL SYSTEM. SEE LIGHTING CONTROL SCHEDULE.
LTO
LOCK OUT TAG OUT
LKH
PROVIDE NEW "LOCK-DOG" ON CIRCUIT BREAKER
LCC
LIGHTING CONTROL CIRCUIT ROUTED THROUGH LIGHTING CONTROL SYSTEM. SEE LIGHTING CONTROL SCHEDULE.
AFB
ARCHING FAULT BREAKER
GFB
GROUND FAULT BREAKER
ELK
EXISTING LOCKING HANDLE OR LOCK-OUT-TAG-OUT
ELE
EXISTING LOAD AND CIRCUIT BREAKER TO REMAIN. NO REVISION. EXISTING LOAD MAY HAVE BEEN ESTIMATED.
ELC
EXISTING LIGHTING CONTROL CIRCUIT ROUTED THROUGH LIGHTING CONTROL SYSTEM. SEE LIGHTING CONTROL SCHEDULE.
STATUS ABBREVIATIONS
** WHEN MULTIPLE MOTORS ARE CIRCUITED TO ONE BREAKER
LOWEST MOTOR LOAD (LM) **
100%
DWELLING UNIT LOAD (DU)
NEC 220.82 (B)
MULTI-FAMILY DWELLING UNITS LOAD (DM)
NEC 220.84
KITCHEN LOADK (K)
NEC 220.56
RECEPTACLE LOAD (R)
5220 VA
NEC 220.44
5220 VA
MOTOR LOAD (M)
NEC 430.24
CONTINUOUS LOAD (C)
3043 VA
125%
3804 VA
TOTAL DEMAND AMPERE: 89 A
NON-CONTINUOUS LOAD (N)
23156 VA
100%
23156 VA
TOTAL DEMAND LOAD: 32180 VA
LOAD TYPE (LT) CLASSIFICATION
CONNECTED LOAD
DEMAND FACTOR
DEMAND LOAD
PANEL TOTAL
TOTAL A:
86
80
97
87 A TOTAL COMBINED AMPERE
TOTAL VA:
10196
9625
11598
31419 VA TOTAL COMBINED LOAD
N
FACP
LKH
1
20 A
41
600
600
42
20 A
1
NLE
REC - REFRIGERATOR BREAK RM
N
N
FLOW & TAMPER SWXS
LKH
1
20 A
39
0
828
40
20 A
1
NLE
LTG - OPEN OFFICE 2
C
R
REC -FIRE RISER
LKH
1
20 A
37
180
720
38
20 A
1
NLE
FURNITURE FEED OPEN OFFICE
N
C
MECHANICAL LINEAR
NLE
1
20 A
35
252
720
36
20 A
1
NLE
FURNITURE FEED OPEN OFFICE
N
C
ROUND DOWN LIGHTS
NLE
1
20 A
33
577
720
34
20 A
1
NLE
FURNITURE FEED OPEN OFFICE
N
C
LINEAR LIGHTS
NLE
1
20 A
31
1386
350
32
20 A
1
NLE
EDF
N
N
REC - COPIER, BREAK RM
NLE
1
20 A
29
1500
1800
30
N
FURNITURE FEED OPEN OFFICE
NLE
1
20 A
27
720
1800
28
20 A
2
NLN
IWH-1
N
R
CONVENIENCE OUTLETS OPEN OFFICE
NLE
1
20 A
25
900
360
26
20 A
1
NLE
CONVENIENCE OUTLETS NORTH REST ROOMS
R
N
FURNITURE FEED OPEN OFFICE
NLE
1
20 A
23
720
720
24
20 A
1
NLE
FURNITURE FEED OPEN OFFICE
N
N
FURNITURE FEED OPEN OFFICE
NLE
1
20 A
21
720
720
22
20 A
1
NLE
FURNITURE FEED OPEN OFFICE
N
N
FURNITURE FEED OPEN OFFICE
NLE
1
20 A
19
720
720
20
20 A
1
NLE
FURNITURE FEED OPEN OFFICE
N
R
REC - ROOF
ELE
1
20 A
17
540
720
18
20 A
1
NLE
FURNITURE FEED OPEN OFFICE
N
N
FURNITURE FEED OPEN OFFICE
NLE
1
20 A
15
720
720
16
20 A
1
NLE
FURNITURE FEED OPEN OFFICE
N
N
FURNITURE FEED OPEN OFFICE
NLE
1
20 A
13
720
720
14
20 A
1
NLE
FURNITURE FEED OPEN OFFICE
N
N
GARBAGE DISPOSAL
NLE
1
20 A
11
1176
1200
12
20 A
1
NLE
MICROWAVE
N
N
REC - TVS
NLE
1
20 A
9
300
360
10
20 A
1
NLE
BREAKROMM GFCI
R
N
FURNITURE FEED SOUTH
NLE
1
20 A
7
720
720
8
20 A
1
NLE
FURNITURE FEEED SOUTH
N
R
REC - RESTROOMS
NLE
1
20 A
5
360
690
6
20 A
1
NLE
BREAK ROOM/OPEN OFFICE CONV OUTLETS
R; N
N
FLOOR BOX CONFERENCE ROOM
NLE
1
20 A
3
720
720
4
20 A
1
NLE
FLOOR BOX CONFERENCE ROOM
N
R
RECEPTACLES - MEETING AND CONFERENCE...
NLE
1
20 A
1
900
1080
2
20 A
1
NLE
RECEPTAC;ES -MEETING/CONFERENCE/OPEN...
R
LT
DESCRIPTION
STAT
BT
BKR
CKT
A
B
C
CKT
BKR
BT
STAT
DESCRIPTION
LT
Enclosure: NEMA 1
Bussing: 225 A
Mounting: SURFACE
Wires: 4
MCB Rating: 225 A
Supply From: 'SES' (BEAD)
Phases: 3
Type of Main: MLO
Electrical Source:
Volts: 120/208 Wye
A.I.C. Rating: 10 KAIC
Location: electrical 113
New or Existing: EXISTING
Name: 'C'
1
1
1
No.
Description
Date
1
PERMIT COMMENTS
12/5/22
1
9.30.2025
d
e
n
g
i
S
e
t
a
D
A
.
S
.
U
.
A
N
O
Z
I
R
A
.
.
.
.
.
.
.
.
.
.
.
.
.
O
N
E
T
A
C
I
F
I
T
R
E
C
H
C
R
A
D
E
R
E
T
S
I
G
E
R
JACOBS
MICHAEL E
32961
expiration:
12/09/22
12/12/2022 12:24:42 PM
Sheet Index:
A0.0 - Arch Standards
A0.1 - ADA Standards
A0.2 - Code Plans
A1.0 - Floor Plan
M0.0 - Legend and General Notes
M0.1 - Specifications
M2.0 - Demo Plan
M3.0 - Floor Plan
E0.0 - Symbols, Abbr., and General Notes
E0.1 - Specifications
E1.0 - Existing Power Plan
E2.0 - Power Plan
E5.0 - One Line Diagram
E5.1 - Panel Schedules
INDICATES SECTION OR DETAIL NO. 2
APPEARING ON THE SHEET NO. 6.2
WINDOW TYPE / LOUVER TYPE
SEE 2 / 6.2
drawing title
1 1/2" = 1'-0"
VIEW DESCRIPTION
01
2.1
2.1
N.T.S
TB-2
TEST BORING
(09 22 16)
36.5'
SPECIFICATION REFERENCE
(FOUND IN PROJECT MANUAL)
REFERENCE NUMBER FOR
EQUIPMENT, CONSTRUCTION, ETC.
OR ANY INFORMATION TO BE
CONVEYED WHICH IS REPETITIVE OR
AVAILABLE SPACE PROHIBITS A
WRITTEN DESCRIPTION 0F ANY ITEM
SPECIFICATION REFERENCES ARE
INDICATED FOR THE CONTRACTOR'S
CONVENIENCE, LACK OF REFERENCE
OR MISREFERENCE DOES NOT
RELIEVE THE CONTRACTOR OF THE
RESPONSIBILITY TO PROVIDE THAT
MATERIAL
EXISTING POINT ELEVATION
NEW OR REQUIRED POINT ELEVATION
ROOM NAME, NUMBER, & AREA
SECTION OR DETAIL NUMBER
SECTION OR DETAIL NUMBER
SHEET NUMBER ON WHICH THIS
SECTION OR DETAIL IS CUT OR
REFERENCED (ONE SHEET ONLY)
INDICATES SCALE
SURFACE SHOWN IN ELEVATION
INTERIOR ELEVATION NUMBER
SHEET NUMBER ON WHICH
ELEVATION IS DRAWN
AREA OF DETAIL
DETAIL NUMBER
SHEET NUMBER ON WHICH
ENLARGED DETAIL IS DRAWN
DIRECTION OF CUTTING PLANE
LONGITUDINAL OR TRANSVERSE
BUILDING SECTION NUMBER
SHEET NUMBER ON WHICH
BUILDING SECTION IS DRAWN
drafting symbols
DIRECTION OF CUTTING
PLANE
SHEET NUMBER ON WHICH
SECTION OR DETAIL IS DRAWN
DOOR OR OPENING NUMBER
PARTITION TYPE
SURFACE SHOWN IN ELEVATION
BUILDING ELEVATION NUMBER
SHEET NUMBER ON WHICH
BUILDING ELEVATION IS DRAWN
8
36.5'
A3.0
01
room name
101
0000 SF
DIRECTION OF PHOTO
VIEW NUMBER/SHEET NUMBER
NEW COLUMN OR WALL
REFERENCE GRID
EXISTING COLUMN OR WALL
REFERENCE GRID
FINISH
8/ 1.18
DIRECTION OF 3D VIEW
VIEW NUMBER/SHEET NUMBER
3D
1/ 13.1
ACT-1
1
1585A
A1aa
0
DESCRIPTIVE NOTE
8'-0"
CEILING HEIGHT
A
01
TOILET ACCESSORIES
1
1
1
A.30
A3.0
01
A3.0
01
01
A.30
01
STOREFRONT OR CURTAIN WALL TYPE
SF1
THESE NOTES ARE IN ADDITION TO ANY INFORMATION IN THE DRAWINGS, SPECIFICATIONS, OR THE NOTES PROVIDED BY THE PRIME CONSULTANT.
1.
DO NOT SCALE DRAWINGS - USE DIMENSIONS ONLY. DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE ON CONSTRUCTION DOCUMENTS.
2.
VERIFY ALL DIMENSIONS AND CONDITIONS IN FIELD. IF CONDITION NOT COVERED IN THE DRAWINGS IS ENCOUNTERED, CONTRACTOR SHALL NOTIFY
ARCHITECT, IN WRITING, BEFORE COMMENCING THAT PORTION OF THE WORK.
3.
DIMENSIONS WHERE SHOWN ARE NORMALLY GIVEN:
A.
TO FACE OF CONCRETE OR MASONRY UNIT, OR FINISHED FACE
B.
TO CENTER LINES
4.
NOTIFY ARCHITECT IF DISCREPANCIES ARE NOTED IN THESE CONTRACT DOCUMENTS IN SUFFICIENT TIME AS TO NOT CAUSE DELAY. DO NOT
DEVIATE WITHOUT WRITTEN AUTHORIZATION FROM THE ARCHITECT.
5.
DETAILS, NOTES AND FINISHES SHALL BE APPLICABLE TO ALL TYPICAL CONDITIONS WHETHER OR NOT REFERENCED AT ALL PLACES ON THESE
PLANS.
6.
ALL MANUFACTURED ARTICLES, MATERIALS, AND EQUIPMENT SHALL BE APPLIED, INSTALLED, CONNECTED, ERECTED, USED, CLEANED, AND
CONDITIONED, IN ACCORDANCE WITH THE MANUFACTURER'S WRITTEN SPECIFICATIONS OR INSTRUCTIONS UNLESS SPECIFIED TO THE CONTRARY
HEREIN.
7.
THE STARTING OF WORK BY ANY CONTRACTOR OR SUBCONTRACTOR SHALL BE CONSIDERED PRIMA FACIE EVIDENCE THAT HE HAS INSPECTED THE
DOCUMENTS AND FINDS THEM SATISFACTORY.
8.
CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONARY MEASURES TO PROTECT THE PUBLIC AND ADJACENT PROPERTIES FROM DAMAGE
THROUGHOUT CONSTRUCTION.
9.
ALL STUDS AND ANY OTHER FRAMING ARE AT 16" O.C. MIN. AT WALLS AND FLOORS, AND 24" O.C. MIN. AT CEILINGS AND ROOFS UNLESS OTHERWISE
NOTED.
10. ALL MATERIALS FOR USE SHALL BE NEW UNLESS OTHERWISE NOTED.
11. PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING.
12. CAULK, SEAL, AND/OR WEATHERPROOF ALL PENETRATIONS IN WALLS, CEILINGS, AND FLOORS FOR PLUMBING, ELECTRICAL, AND OTHER OPENINGS
IN THE BUILDING ENVELOPE.
13. THE MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS ARE SUPPLEMENTARY TO THE ARCHITECTURAL DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO CHECK WITH THE ARCHITECTURAL DRAWINGS BEFORE PROCEEDING WITH THE INSTALLATION OF
MECHANICAL, PLUMBING AND ELECTRICAL WORK. SHOULD THERE BE A DISCREPANCY BETWEEN THE ARCHITECTURAL DRAWINGS AND THE
CONSULTING ENGINEERS DRAWINGS THAT WOULD CAUSE AN AWKWARD INSTALLATION, IT SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION
FOR CLARIFICATION PRIOR TO INSTALLATION OF SAID WORK. ANY WORK INSTALLED IN CONFLICT WITH THE ARCHITECTURAL DRAWINGS SHALL BE
CORRECTED BY THE CONTRACTOR AT HIS OWN EXPENSE AND AT NO ADDITIONAL EXPENSE TO THE OWNER.
14. THE ARCHITECTURAL DRAWINGS SHOW PRINCIPAL AREAS WHERE WORK MUST BE ACCOMPLISHED UNDER THIS CONTRACT. INCIDENTAL WORK MAY
ALSO BE NECESSARY IN AREAS NOT SHOWN ON THE ARCHITECTURAL DRAWINGS DUE TO CHANGES AFFECTING EXISTING MECHANICAL,
ELECTRICAL, PLUMBING OR OTHER SYSTEMS. SUCH INCIDENTAL WORK IS ALSO PART OF THIS CONTRACT. INSPECT THOSE AREAS AND
ASCERTAIN WORK NEEDED, AND COMPLETE THAT WORK AS PART OF THE ORIGINAL CONTRACT SUM.
15. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF APPLICABLE CODES AND ALL OTHER GOVERNING AUTHORITIES HAVING JURISDICTION.
16. ISOLATE CONTACT BETWEEN DISSIMILAR METALS
17. ANY ITEMS OR FEATURES IN CEILINGS, SUCH AS, BUT NOT LIMITED TO, LIGHT FIXTURES AND AIR DIFFUSERS SHALL BE PLACED OR INSTALLED WITH
SPECIAL ATTENTION TO CENTERING, SPACING AND ALIGNMENT WITH OTHER FEATURES IN PROXIMITY. CONSULT WITH THE ARCHITECT
CONCERNING ANY QUESTIONS OR CONFLICTS ABOUT LOCATIONS.
18. PROVIDE BLOCKING BEHIND ALL WALL MOUNTED DOOR STOPS, AND AS REQUIRED FOR MILLWORK, EXHIBIT CASEWORK, AND ALL WALL MOUNTED
SHELVING OR EQUIPMENT.
19. ALL RUBBISH AND DEBRIS RESULTING FROM DEMOLITION AND/OR NEW WORK SHALL BE SORTED AND RECYCLED OR DISPOSED OF IN A SUITABLE
MANOR AND SHALL NOT BE ALLOWED TO ACCUMULATE.
20. GENERAL CONTRACTOR SHALL HIRE A DETECTION SERVICE TO LOCATE ALL EXISTING ON-SITE UTILITIES WITHIN THE PROJECT BOUNDARY AND A
REASONABLE DISTANCE OUTSIDE OF THE PROJECT BOUNDARY WHERE LOCATIONAL UNCERTAINTY OCCURS
general notes
9.30.2025
d
e
n
g
i
S
e
t
a
D
A
.
S
.
U
.
A
N
O
Z
I
R
A
.
.
.
.
.
.
.
.
.
.
.
.
.
O
N
E
T
A
C
I
F
I
T
R
E
C
H
C
R
A
D
E
R
E
T
S
I
G
E
R
JACOBS
MICHAEL E
32961
expiration:
© 2021 Holly Street Studio, LLC
sheet number
project no.
date
phase
title
1319 E VanBuren St.
Phoenix, AZ 85006
o: 602.258.8555
hollystreetstudio.com
revisions
CITY OF GLENDALE
ENGINEERING DEPT.
5850 W. Glendale ave.
Glendale, AZ 85301
(623) 930 3630
12/12/2022 12:24:42 PM
A0.0
ARCHITECTURAL
STANDARDS
CONSTRUCTION
DOCUMENTS
9 DECEMBER 2022
GLENDALE DCRP C.C
ANNEX RENOVATION
5752 W Glenn Drive
Glendale, AZ 85301
202169.3
12/09/22
R
RADIUS
RA
RETURN AIR
RCP
REFLECTED CEILING PLAN
RD
ROOF DRAIN
RE
REFER
REBAR
REINFORCING BAR
REC
RECESSED
RECT
RECTANGLE
REF
REFERENCE
REF
REFRIGERATOR
REG
REGISTER
REG
REGULAR
REINF
REINFORC(E)(ED)(ING)
REQD
REQUIRED
RET
RETURN
REV
REVISION
RFG
ROOFING
RH
RIGHT HAND
RLF
RELIEF
RM
ROOM
RND
ROUND
RO
ROUGH OPENING
ROW
RIGHT OF WAY
S
SOUTH
S&R
STILE & RAIL
SA
SUPPLY AIR
SALV
SALVAGE(D)
SAN
SANITARY
SC
SOLID CORE
SCD JT
SCORED JOINT
SCHED
SCHEDULE
SE
SOUTHEAST
SECT
SECTION
SF
SQUARE FOOT
SF
STOREFRONT
SHT
SHEET
SIM
SIMILAR
SM
SHEET METAL
SP
STAND PIPE
SPEC
SPECIFICATION
SPK
SPEAKER
SPL
SPECIAL
SQ
SQUARE
SST
STAINLESS STEEL
STAG
STAGGERED
STC
SOUND TRANSMISSION
COEFFICIENT
STD
STANDARD
STL
STEEL
STN
STONE
STOR
STORAGE
STRUCT
STRUCTURAL
SUSP
SUSPEN(DED)(SION)
SW
SOUTHWEST
SYS
SYSTEM
T
TREAD
T&G
TONGUE & GROOVE
TC
TERRA COTTA
TEL
TELEPHONE
TEMP
TEMPERTURE
THERM
THERMAL
THK
THICK(NESS)
THOLD
THRESHOLD
TMPD
TEMPERED
TO
TOP OF
TOPAR
TOP OF PARAPET
TOS
TOP OF STEEL
TRANS
TRANSOM
TRANSL
TRANSLUCENT
TRANSP
TRANSPARENT
TRTD
TREATED
TV
TELEVISION
TYP
TYPICAL
UL
UNDERWRITER'S
LABORATORIES
UNFIN
UNFINISHED
UNO
UNLESS NOTED OTHERWISE
UON
UNLESS OTHERWISE NOTED
USG
UNITED STATES GAGE
UTIL
UTILITY
V
VOLT
VAL
VALUE
VAR
VARIES
VAV
VARIABLE AIR VOLUME
VB
VAPOR BARRIER
VENT
VENTILAT(ING)(ION)
VERT
VERTICAL
VEST
VESTIBULE
VIF
VERIFY IN FIELD
VIT
VITREOUS
VNR
VENEER
VOC
VOLATILE ORGANIC
COMPOUND
VOL
VOLUME
W
WEST
W
WIDTH
W/
WITH
W/O
WITHOUT
W/W
WALL TO WALL
WC
WATER CLOSET
WD
WOOD
WDW
WINDOW
WF
WIDE FLANGE
WGL
WIRED GLASS
WH
WATER HEATER
WT
WEIGHT
WWF
WELDED WIRE FABRIC
YD
YARD
L
LENGTH
LAB
LABORATORY
LAM
LAMINATED
LAV
LAVATORY
LDR
LEADER
LG
LARGE
LH
LEFT HAND
LIN
LINEAR
LIQ
LIQUID
LL
LIVE LOAD
LLH
LONG LEG HORIZONTAL
LLV
LONG LEG VERTICAL
LOC
LOCAT(E)(ION)
LONG
LONGITUDINAL
LP
LOW POINT
LT
LIGHT
LTG
LIGHTING
LTL
LINTEL
LTWT
LIGHTWEIGHT
LVR
LOUVER
M
METER
MACH
MACHINE
MAINT
MAINTENANCE
MAN
MANUAL
MAS
MASONRY
MAT
MATERIAL
MAX
MAXIMUM
MBR
MEMBER
MDF
MEDIUM-DENSITY
FIBERBOARD
MECH
MECHANICAL
MED
MEDIUM
MEMB
MEMBRANE
MEZZ
MEZZANINE
MFR
MANUFACTUR(ER)(ED)
MH
MANHOLE
MIN
MINIMUM
MIR
MIRROR
MISC
MISCELLANEOUS
MIX
MIXTURE
MLWK
MILLWORK
MM
MILLIMETER
MO
MASONRY OPENING
MOD
MODIFIED, MODULAR
MS
MACHINE SCREW
MTD
MOUNTED
MTL
METAL
MTR
MORTAR
MULL
MULLION
N
NORTH
NA
NOT APPLICABLE
NAT
NATURAL
NE
NORTHEAST
NIC
NOT IN CONTRACT
NO/NUM
NUMBER
NOM
NOMINAL
NORM
NORMAL
NRC
NOISE REDUCTION
COEFFICIENT
NTS
NOT TO SCALE
NW
NORTHWEST
O/O
OUT TO OUT
OA
OVERALL
OC
ON CENTER
OD
OUTSIDE DIAMETER
OFCI
OWNER FURNISHED
CONTRACTOR INSTALLED
OFF
OFFICE
OH
OVERHEAD
OPER
OPERABLE
OPH
OPPOSITE HAND
OPNG
OPENING
OPP
OPPOSITE
ORD
OVERFLOW ROOF DRAIN
ORIG
ORIGINAL
OZ
OUNCE
LB, #
POUND
PC
POINT OF CURVE
PCF
POUNDS PER CUBIC FOOT
PERF
PERFORAT(ED)(ION)
PERIM
PERIMETER
PI
POINT OF INTERSECTION
PL
PROPERTY LINE
PLAM
PLASTIC LAMINATE
PLAS
PLASTER
PLVC
PLASTER VENEER COAT
PLYWD
PLYWOOD
PNL
PANEL
PR
PAIR
PR
PROPOSAL REQUEST
PREFAB
PREFABRICATED
PREFIN
PREFINISHED
PRELIM
PRELIMINARY
PROJ
PROJECT
PSF
POUNDS PER SQUARE FOOT
PSI
POUNDS PER SQUARE INCH
PT
PAINT
PT
POINT, POINT OF TANGENT
PT
PRESSURE TREATED
PTD
PAINTED
PTN
PARTITION
PV
PHOTOVOLTAIC
PVG
PAVING
PVMT
PAVEMENT
PWR
POWER
QT
QUART
QT
QUARRY TILE
QTR
QUARTER
QUAL
QUALITY
DWG
DRAWING
E
EAST
EA
EACH
EJT
EXPANSION JOINT
EL
ELEVATION
ELAST
ELASTOMERIC
ELEC
ELECTRIC(AL)
ELEV
ELEVATOR
EMER
EMERGENCY
ENCL
ENCLOS(URE)(ED)
ENL
ENLARGED
ENTR
ENTRANCE
EOS
EDGE OF SLAB
EQ
EQUAL
EQUIP
EQUIPMENT
EST
ESTIMATE
EXH
EXHAUST
EXIST
EXISTING
EXP
EXPAN(SION)(DED)
EXT
EXTERIOR
EXTRU
EXTRU(SION)(DED)
F
FARENHEIT
FBO
FURNISHED BY OTHERS
FCO
FLOOR CLEANOUT
FD
FLOOR DRAIN
FDN
FOUNDATION
FDV
FIRE DEPARTMENT VALVE
FE
FIRE EXTINGUISHER
FEC
FIRE EXTINGUISHER
CABINET
FF
FINISHED FLOOR
FF EL
FINISHED FLOOR ELEVATION
FF&E
FURNITURE, FURNISHINGS, &
EQUIPMENT
FHMS
FLAT HEAD MACHINE
SCREWS
FHWS
FLAT HEAD WOOD SCREWS
FIN
FINISH
FIP
FOAM IN PLACE
FIXT
FIXTURE
FL, FLR
FLOOR
FLASH
FLASHING
FOC
FACE OF CONCRETE
FOM
FACE OF MASONRY
FOS
FACE OF STUD
FOW
FACE OF WALL
FP
FIREPROOF
FSTNR
FASTENER
FT
FEET, FOOT
FTG
FOOTING
FURN
FURNI(SH)(TURE)
FURR
FURRING
GA
GAUGE
GAL
GALLON
GALV
GALVANIZED
GC
GENERAL CONTRACT(OR)
GEN
GENERATOR
GLAZ
GLAZING
GRND
GROUND
GWB
GYPSUM WALL BOARD
GYP
GYPSUM
H
HIGH
HB
HOSE BIB
HC
HANDICAP
HCFC
HYDRO-CHLOROFLUOROCAR
BON
HD
HEAD
HDBD
HARDBOARD
HDR
HEADER
HDW
HARDWARE
HDWD
HARDWOOD
HM
HOLLOW METAL
HNDRL
HANDRAIL
HORIZ
HORIZONTAL
HP
HORSEPOWER
HR
HOUR
HT
HEIGHT
HTG
HEATING
HVAC
HEATING, VENTILATION, AIR
CONDITIONING
HW
HOT WATER
HWH
HOT WATER HEATER
HWY
HIGHWAY
HYD
HYDRANT
HZ
HERTZ
IAQ
INDOOR AIR QUALITY
ID
INSIDE DIAMETER
IF
INSIDE FACE
ILLUM
ILLUMINATION
IN
INCHES
INCL
INCLUD(E)(ED)(ING)
INFO
INFORMATION
INSUL
INSULAT(ED)(ION)
INT
INTERIOR
INVT, INV
INVERT
J-BOX
JUNCTION BOX
JAN
JANITOR
JC
JANITOR CLOSET
JST
JOIST
JST BR
JOIST BEARING
JT
JOINT
K
KIPS
KD
KNOCK DOWN
KIT
KITCHEN
KO
KNOCKOUT
KPL
KICK PLATE
KVA
KILOVOLT AMPS
KW
KILOWATTS
A/C
AIR CONDITIONING
A/V
AUDIO VISUAL
AB
ANCHOR BOLT
ABS
ACRYLONITRILE-BUTADIENE-
STYRENE
ABV
ABOVE
ACC
ACCESS
ACC PNL
ACCESS PANEL
ACST
ACOUSTICAL
AD
AREA DRAIN
ADD'L
ADDITIONAL
ADD.
ADDENDUM
ADJ
ADJACENT, ADHUSTABLE
AFF
ABOVE FINISH FLOOR
AGG.
AGGREGATE
AHR
ANCHOR
AHU
AIR HANDLING UNIT
AL, ALUM
ALUMINUM
ALT
ALTERNATE
ANOD
ANODIZED
APPROX
APPROXIMATE
ARCH
ARCHITECT(URAL)
ASI
ARCHITECT'S
SUPPLEMENTAL
INFORMATION
AUTO
AUTOMATIC
AUX
AUXILARY
AVE
AVENUE
AVG
AVERAGE
BAL
BALANCE
BD
BOARD
BF
BACK FACE
BFE
BOTTOM FOOTING
ELEVATION
BITUM
BITUMINOUS
BJT
BED JOINT
BL
BUILDING LINE
BLDG
BUILDING
BLKG
BLOCKING
BLT
BOLT
BLW
BELOW
BM
BEAM
BM
BENCH MARK
BO
BOTTOM OF
BO
BY OTHERS/OWNER
BRG
BEARING
BRKT
BRACKET
BS
BOTH SIDES
BSMT
BASEMENT
BTWN
BETWEEN
BVL
BEVEL(ED)
BW
BOTH WAYS
C
CELSIUS
C to C
CENTER TO CENTER
CAB
CABINET
CAL
CALIPER
CANTL
CANTILEVER
CB
CATCH BASIN
CCD
CONSTRUCTION CHANGE
DIRECTIVE
CD
CONSTRUCTION DOCUMENT
CEM
CEMENT(ITIOUS)
CFLG
COUNTERFLASHING
CFM
CUBIC FEET PER MINUTE
CG
CORNER GUARD
CHEM
CHEMICAL, CHEMISTRY
CHFR
CHAMFER
CIP
CAST-IN-PLACE
CJ
CONTROL JOINT
CKT
CIRCUIT
CL
CENTER LINE
CLG
CEILING
CLL
CONTRACT LIMIT LINE
CLR
CLEAR
CLRM
CLASSROOM
CM
CONSTRUCTION MANAGER
CMU
CONCRETE MASONRY UNIT
CND
CONDUIT
CO
CHANGE ORDER
CO
CLEANOUT
COL
COLUMN
COMM
COMMUNICATION
CONC
CONCRETE
CONF
CONFERENCE
CONT
CONTINUOUS
COORD
COORDINATE
CORR
CORRIDOR
CT
COOLING TOWER
CTR
CENTER
CTSK
COUNTERSINK
CU FT
CUBIC FOOT
CU IN
CUBIC INCH
CU YD
CUBIC YARD
D
DEEP/DEPTH
DBL ACT
DOUBLE ACTING
DC
DIRECT CURRENT
DEG
DEGREE
DEMO
DEMOLISH, DEMOLITION
DEPT
DEPARTMENT
DET
DETAIL
DH
DOUBLE HUNG
DIA
DIAMETER
DIAG
DIAGONAL
DIFF
DIFFUSER
DIM
DIMENSION
DIR
DIRECT(ION)(OR)
DISP
DISPENSER
DIST
DISTRIBUTION
DIV
DIVISION
DL
DEAD LOAD
DMPF
DAMPPROOF(ING)
DN
DOWN
DR
DOOR
abbreviations
No.
Description
Date
ADA/ANSI
COMPLIANT
FOLDING OR
FIXED SEAT
LC
LC
CONTROL WALL
36" MIN
CLEAR FLOOR
36" MIN
CLEAR FLOOR
48" MIN
WALL
36" MIN SEAT
36" MIN BACK WALL
1'-6"
TWO-WALL GRAB
BAR
RECTANGULAR SHOWER SEAT
2 1/2" MAX
1/2" MAX
L-SHAPED SHOWER SEAT
2 1/2" MAX
15"-16"
22"-23"
15"-16"
14"-15"
COMPARTMENT
ENTRY
COMPARTMENT
ENTRY
3" MAX
3" MAX
F.F.
F.F.
F.F.
CL
3'-6"
18"
38" MIN
48" MIN
1'-3"
MAX
4"
18"
22"-23"
2 1/2"
MAX
17"-19"
14"-15"
17"-19"
L-SHAPED
FOLDABLE
SEAT
33"-36"
CONTROLS
22"-23"
TWO WALL
GRAB BAR
ELEVATION: TRANSFER
SHOWER CONTROL WALL
ELEVATION:
BACK WALL (WITH SEAT)
ELEVATION:
SIDE WALL (WITH SEAT)
transfer shower compartment
PLAN VIEW
MAX
4"
32" MIN
42" MIN
12" MAX
36" MIN
LC
59" MIN @ FLOOR MOUNT
56" MIN @ WALL MOUNT
2'-0"
1'-0"
VERTICAL
GRAB BAR
SELF CLOSING, OUTSWINGING DOOR WITH PULL,
APPROACHED FROM LATCH SIDE
ACCESS AISLE
42" MIN
60" MIN
COAT HOOK AT 40" MIN- 48" MAX AFF,
MOUTED INSIDE FACE
accessible toilet compartment
UNOBSTRUCTED FORWARD REACH
reach ranges
15" MAX
48" MAX
UNOBSTRUCTED HIGH FORWARD REACH
48" MAX
20" MAX
44" MAX
20"-25" MAX
(A)
(B)
UNOBSTRUCTED SIDE REACH
(A)
OBSTRUCTION
MAX
1'-8"
48" MAX
OBSTRUCTED HIGH SIDE REACH
(B)
OBSTRUCTION
24" MAX
10" MIN -
34" MAX
34" MAX
46" MAX
FRONT APPROACH - SINK
SIDE APPROACH - SINK
RE: SIDE ELEV
RE: SIDE ELEV
30" MIN CLEAR
30x48 CFS
30x48 CFS
30x48 CFS
FRONT APPROACH -
LAVATORY
8"
RE: SIDE ELEV
F.F.
lavatories + mirrors
FRONT ELEV
SIDE ELEV
TO RIM
34" MAX
ADVISORY 603.3
40" MAX W/
25" MAX
17" MIN
PROVIDE INSULATED
PIPES OR
PROTECTIVE
COVERING
27" MIN
8" MIN
MAX
9"
11" MIN
6"
19" max
drinking fountains
HIGH
BOWL
LOW
BOWL
17"-19"
TO SPOUT
5" MAX
15" MIN
SANITARY NAPKIN DISPENSER
T.O. CONTROLS
4'-0"
4'-0"
SOAP DISPENSER
F.F.
ELECTRIC HAND DRYER
T.O. CONTROLS
4'-0"
PAPER TOWEL DISPENSER
SANITARY NAPKIN WASTE
RECEPTACLE
restroom accessories mounting heights
3'-4"
CLOTHING + ROBE
HOOK
4'-0"
UTILITY SHELF
F.F.
3'-4"
4'-0"
ELECTRICAL PANEL
FIRE HOSE CABINET, FULLY
RECESSED, SEMI-RECESSED,
OR SURFACE MOUNTED
FIRE EXTINGUISHER CABINET, FULLY
RECESSED, SEMI-RECESSED, OR SURFACE
MOUNTED
3" - 4" FOR BRACKET MOUNTED
EXTINGUISHERS
FIRE EXTINGUISHER
4'-0"
miscellaneous mounting heights
* IF DOOR HAS BOTH A LATCH AND A CLOSER
* IF DOOR HAS BOTH A LATCH AND A CLOSER
PULL SIDE
60" MIN
48" MIN
18" MIN.
*12" MIN.
PUSH SIDE
PULL SIDE
PUSH SIDE
54" MIN
*48" MIN
42" MIN
36" MIN
60" MIN
*54" MIN
48" MIN
*48 MIN
42" MIN
PULL SIDE
PUSH SIDE
2'-0"
2'-0"
PULL SIDE
32" CLR
60" CLR
18" INT
FO DOOR
< 8"
door clearance requirements for accessible routes
* IF DOOR HAS BOTH A LATCH AND A CLOSER
F.F.
OPERABLE PORTION
4'-0" MAX
2'-10" MAX
27" MIN
TOE CLEAR.
17"-25"
baby changing station
protruding objects
X > 27"
4" MAX
80" MAX
GREATER THAN OR EQUAL TO 80"
HANGING
OBJECT
PROTRUDING
OBJECT
knee + toe clearance
toe clear elevation
toe clear plan
30" MIN
25" MAX
17" MIN
27 MIN
MIN
8"
MIN
11"
6" MAX
MAX
9"
EXIT
F.F.
6'-8"
4'-0"
1'-6"
6"
1'-0"
4'-0"
EQ
EQ
FIRE ALARM
(COMBINATION SPEAKER
AND STROBE)
FIREMAN'S PHONE JACK
WALL MOUNTED EXIT LIGHT
LIGHT SWITCH AND DIMMER
THERMOSTAT OR OTHER
CONTROL DEVICE
ELECTRIC, TELEPHONE,
OR DATA RECEPTACLE
FIRE PULL
controls mounting height
CARD READER
ADA PUSH BUTTON
3'-6"
3'-0"
changes in level
VERTICAL CHANGE
BEVELED CHANGES IN LEVEL
1/4" MAX
1
2
1/2" MAX
1/4" MAX
1/4" MAX
floor openings
carpet pile height
1.
REFER TO THE DIAGRAMS ON THIS SHEET FOR ADDITIONAL ACCESSIBILITY DIAGRAMS.
2.
WHERE APPLICABLE, THE CODE AND SECTION FOR EACH CORRESPONDING STANDARD HAS BEEN
LISTED (ADA/ANSI/IBC).
3.
NOT ALL ACCESSIBILITY STANDARDS APPLY TO THIS PROJECT.
4'-0"
all fixtures to protrude no less than 4" from face of wall
1/2" MAX
1/2" MAX
SLOPE SHOWER
FLOOR TO
LINEAR DRAIN
40" max
16-18"
36"
6"
F.F.
40"
42" - 48"
12"
18"
40"
28"
34"
19"
18" min
8"
SEAT COVER
DISPENSER
VERTICAL
GRAB BAR
TOILET ROLL
DISPENSER
SANITARY
NAPKIN
DISPOSAL
HORIZONTAL
GRAB BAR
F.F.
30" MIN
FLUSH CONTROL
MOUNTED
AT 44" A.F.F.
MAX FOR
ACCESSIBLE URINAL
URINAL SCREEN
2'-0" T.O. LIP (STANDARD HT)
1'-5" MAX T.O. LIP (ACCESSIBLE HT)
15" CLR
15" CLR
13 1/2" MIN
2'-0"
4'-0"
1'-0"
urinals
15"
15" min
F.F.
27"
36" MAX TO
SPOUT
43" MAX TO
SPOUT
9.30.2025
d
e
n
g
i
S
e
t
a
D
A
.
S
.
U
.
A
N
O
Z
I
R
A
.
.
.
.
.
.
.
.
.
.
.
.
.
O
N
E
T
A
C
I
F
I
T
R
E
C
H
C
R
A
D
E
R
E
T
S
I
G
E
R
JACOBS
MICHAEL E
32961
expiration:
© 2021 Holly Street Studio, LLC
sheet number
project no.
date
phase
title
1319 E VanBuren St.
Phoenix, AZ 85006
o: 602.258.8555
hollystreetstudio.com
revisions
CITY OF GLENDALE
ENGINEERING DEPT.
5850 W. Glendale ave.
Glendale, AZ 85301
(623) 930 3630
12/12/2022 12:24:43 PM
A0.1
ADA STANDARDS
CONSTRUCTION
DOCUMENTS
9 DECEMBER 2022
GLENDALE DCRP C.C
ANNEX RENOVATION
5752 W Glenn Drive
Glendale, AZ 85301
202169.3
12/09/22
No.
Description
Date
UP
UP
K03G
K03G
Z.1
B
C
A
D
E
E.1
1
2
3
4
5
6
7
8
OCCUPANCY CLASSIFICATION
ASSEMBLY - UNCONCENTRATED (TABLES + CHAIRS)
BUSINESS AREAS
BUSINESS AREAS - CONCENTRATED BUSINESS USE
23
453
0.15"
DOOR
68"
OCC. TYPE:
OCC. LOAD:
AREA (SF):
OCC. COUNT:
2661 SF
54
50
BANQUET
BUSINESS
OCC. TYPE:
OCC. LOAD:
AREA (SF):
OCC. COUNT:
1700 SF
34
50
MEETING ROOM
BUSINESS
OCC. TYPE:
OCC. LOAD:
AREA (SF):
OCC. COUNT:
516 SF
11
50
BREAK-OUT
BUSINESS
OCC. TYPE:
OCC. LOAD:
AREA (SF):
OCC. COUNT:
495 SF
34
15
CONFERENCE
BUSINESS
OCC. TYPE:
OCC. LOAD:
AREA (SF):
OCC. COUNT:
808 SF
6
150
FOOD SERV / OFC
BUSINESS
OCC. TYPE:
OCC. LOAD:
AREA (SF):
OCC. COUNT:
288 SF
2
150
INTERNET
BUSINESS
OCC. TYPE:
OCC. LOAD:
AREA (SF):
OCC. COUNT:
1174 SF
8
150
LOBBY
BUSINESS
OCC. TYPE:
OCC. LOAD:
AREA (SF):
OCC. COUNT:
1375 SF
10
150
CORRIDOR
BUSINESS
OCC. TYPE:
OCC. LOAD:
AREA (SF):
OCC. COUNT:
125 SF
1
150
OFFICE
BUSINESS
OCC. TYPE:
OCC. LOAD:
AREA (SF):
OCC. COUNT:
425 SF
3
150
BREAK-OUT
BUSINESS
OCC. TYPE:
OCC. LOAD:
AREA (SF):
OCC. COUNT:
181 SF
2
150
VESTIBULE
BUSINESS
OCC. TYPE:
OCC. LOAD:
AREA (SF):
OCC. COUNT:
147 SF
1
150
OFFICE
BUSINESS
OCC. TYPE:
OCC. LOAD:
AREA (SF):
OCC. COUNT:
58 SF
1
150
RESTROOM
BUSINESS
OCC. TYPE:
OCC. LOAD:
AREA (SF):
OCC. COUNT:
459 SF
4
150
RESTROOMS
BUSINESS
OCC. TYPE:
OCC. LOAD:
AREA (SF):
OCC. COUNT:
55 SF
1
150
RESTROOM
BUSINESS
22
453
0.15"
DOOR
68"
49
480
0.15"
DOOR
72"
22
480
0.15"
DOOR
72"
27
480
0.15"
DOOR
72"
27
480
0.15"
DOOR
72"
17
453
0.15"
DOOR
68"
17
240
0.15"
DOOR
36"
TRAVEL PATH: A
TRAVEL PATH: B
FEC
FEC
FEC
FEC
FEC
CLARIFICATION OF SYMBOLS
ROUTE OF MAXIMUM COMMON PATH OR TRAVEL
DISTANCE
CUMULATIVE OCCUPANT LOAD OF ROOM
OR AREA
NEW UNRATED PARTITION
EXISTING PARTITION
170
0.2"
DOOR
34"
EGRESS COMPONENT
CLEAR WIDTH OF EGRESS COMPONENT
EGRESS CAPACITY FACTOR
EGRESS CAPACITY
1200
FEC
FIRE EXTINGUISHER CABINET
GENERAL NOTES
1.
INSULATION & INSULATION ASSEMBLIES SHALL MEET THE
FOLLOWING REQ'S.
A.
CONCEALED INSULATION SHALL HAVE A FLAME
SPREAD OF 0-25 AND SMOKE DEVELOPED OF 0-450
FACING MAY COMPLY WITH APPLICABLE SBC
CODES.
B.
EXPOSED INSULATION SHALL HAVE A FLAME
SPREAD OF 0-25 AND A SMOKE DEVELOPED OF
0-450.
2.
INTERIOR WALLS AND CEILINGS SHALL HAVE A FLAME
SPREAD OF 0-25 AND A SMOKE DEVELOPMENT RATING OF
0-450.
3.
PENETRATIONS THROUGH RATED CONSTRUCTION SHALL
BE SEALED W/ A MATERIAL CAPABLE OF PREVENTING THE
PASSAGE OF FLAMES & HOT GASSES WHEN TESTED IN
ACCORDANCE W/ ASTM-E814. PROVIDE ASSEMBLY DOCS.
TO THE INSPECTOR.
G
H
J
G.1
F.1
1
2
3
OCC. TYPE:
OCC. LOAD:
AREA (SF):
OCC. COUNT:
470 SF
2
300
PHONE / SERVER
STORAGE
OCC. TYPE:
OCC. LOAD:
AREA (SF):
OCC. COUNT:
747 SF
3
300
MECHANICAL
STORAGE
ACCESSORY STORAGE AREA
9.30.2025
d
e
n
g
i
S
e
t
a
D
A
.
S
.
U
.
A
N
O
Z
I
R
A
.
.
.
.
.
.
.
.
.
.
.
.
.
O
N
E
T
A
C
I
F
I
T
R
E
C
H
C
R
A
D
E
R
E
T
S
I
G
E
R
JACOBS
MICHAEL E
32961
expiration:
© 2021 Holly Street Studio, LLC
sheet number
project no.
date
phase
title
1319 E VanBuren St.
Phoenix, AZ 85006
o: 602.258.8555
hollystreetstudio.com
revisions
CITY OF GLENDALE
ENGINEERING DEPT.
5850 W. Glendale ave.
Glendale, AZ 85301
(623) 930 3630
12/12/2022 1:10:12 PM
A0.2
CODE PLANS
CONSTRUCTION
DOCUMENTS
9 DECEMBER 2022
GLENDALE DCRP C.C
ANNEX RENOVATION
5752 W Glenn Drive
Glendale, AZ 85301
202169.3
12/09/22
B
ACTUAL
ALLOWABLE
Stories
2
< 3 Story (Table 504.4)
Height
25'-4"
< 60' (Talbe 504.3)
Area
10,087 sf
< 36,000 sf (Table 506.2)
OCCUPANT LOAD - IBC 2018 TABLE 1004.5
NAME
AREA
IBC OCC
TYPE
FUNCTION OF SPACE
LOAD
FACTOR
SF TYPE
OCC. #
0.15"
EGRESS
WIDTH
BANQUET
2661 SF
B BUSINESS
BUSINESS AREAS -
CONCENTRATED BUSINESS USE
50 SF
GROSS
54
8.1"
BREAK-OUT
516 SF
B BUSINESS
BUSINESS AREAS -
CONCENTRATED BUSINESS USE
50 SF
GROSS
11
1.65"
BREAK-OUT
425 SF
B BUSINESS
BUSINESS AREAS
150 SF
GROSS
3
0.45"
CONFERENCE
495 SF
B BUSINESS
ASSEMBLY - UNCONCENTRATED
(TABLES + CHAIRS)
15 SF
NET
34
5.1"
CORRIDOR
1375 SF
B BUSINESS
BUSINESS AREAS
150 SF
GROSS
10
1.5"
FOOD SERV / OFC
808 SF
B BUSINESS
BUSINESS AREAS
150 SF
GROSS
6
0.9"
INTERNET
288 SF
B BUSINESS
BUSINESS AREAS
150 SF
GROSS
2
0.3"
LOBBY
1174 SF
B BUSINESS
BUSINESS AREAS
150 SF
GROSS
8
1.2"
MEETING ROOM
1700 SF
B BUSINESS
BUSINESS AREAS -
CONCENTRATED BUSINESS USE
50 SF
GROSS
34
5.1"
OFFICE
125 SF
B BUSINESS
BUSINESS AREAS
150 SF
GROSS
1
0.15"
OFFICE
147 SF
B BUSINESS
BUSINESS AREAS
150 SF
GROSS
1
0.15"
RESTROOM
58 SF
B BUSINESS
BUSINESS AREAS
150 SF
GROSS
1
0.15"
RESTROOM
55 SF
B BUSINESS
BUSINESS AREAS
150 SF
GROSS
1
0.15"
RESTROOMS
459 SF
B BUSINESS
BUSINESS AREAS
150 SF
GROSS
4
0.6"
VESTIBULE
181 SF
B BUSINESS
BUSINESS AREAS
150 SF
GROSS
2
0.3"
first floor: 15
10467 SF
172
25.8"
MECHANICAL
747 SF
S-1 STORAGE
ACCESSORY STORAGE AREA
300 SF
GROSS
3
0.45"
PHONE / SERVER
470 SF
S-1 STORAGE
ACCESSORY STORAGE AREA
300 SF
GROSS
2
0.3"
top of masonry: 2
1217 SF
5
0.75"
1/8" = 1'-0"
code plan - first floor
1
OWNER/TENANT
owner
City of Glendale
Representative: Eddie Garcia
2850 W. Glendale Ave
Glendale, AZ 85301
O: 623-930-3652
EGarcia3@glendaleaz.com
PROJECT DESCRIPTION
The project is a tenant improvement of an existing 10,000 SF freestanding
single-story building to accomodate new Offices and Conferencing spaces with
supporting program. Project scope includes temporary furniture systems
layouts, new outlets, a floor box, and additional WIFI capability. New
construction will be limited, the space will remain similar to the current
condition. Interior architecture and electrical improvements are defined in the
documents.
ZONING + USE
C-2 - General Commencial; APN: 147-26-088B
BUILDING CODE
2018 International Building Code (IBC) - with link to amendments
effective April 26, 2019
2018 International Mechanical Code (IMC)
2018 International Plumbing Code (IPC)
2018 International Energy Conservation Code (IECC)
2018 International Fuel Gas Code (IFGC)
2018 International Fire Code (IFC)
2017 National Electrical Code (NEC)
2018 ADA Standards for Accessible Design
Arizonans with Disabilities Act
2018 International Existing Building Code (IEBC)
2018 International Property Maintenance Code (IPMC)
City of Glendale Revised Sound Attenuation Standards
CODE SUMMARY
Bulding Construction Type:
V-B
Automatic Fire Sprinkler System:
Yes
Building Maximum Height:
20 ft
Stories:
1 story
Area:
6,802 sf
CH.3: USE + OCCUPANCY
Occupancy:
B [Business]
S-2 [Storage]
CH.6: TYPES OF CONSTRUCTION
GROUP
FIRE RESISTANCE RATING REQUIREMENTS
V-B
Bearing Walls
Per Table 602
Exterior
0 HR
Interior
0 HR
Non-Bearing Walls
Exterior
0 HR
Interior
0 HR
Floor Construction
0 HR
Roof Construction
0 HR
Corridors (1018.1)
0 HR
Stairs
0 HR
CH.8: INTERIOR FINISHES
Interior wall and ceiling finishes shall be Class B or C rated per Table 803.13
CH.9: FIRE PROTECTION
Fully Sprinkled per NFPA 13
CH.11: ACCESSIBILITY
100% Entrances are accessible > 60% minimum required by Sec. 1105.1
CH.29: PLUMBING SYSTEMS
OCCUPANT LOADS:
B (Business):
172 Occupants
S-2 (Storage)
5
Occupants
FIXTURE COUNTS:
B
WC-M [86]
WC-W [86]
LAV-M [86]
LAV-W [86]
172
1/25 = 3.44
1/25 = 3.44
1/40 = 2.15
1/40 = 2.15
S-2
WC-M [3]
WC-W [3]
LAV-M [3]
LAV-W [3]
5
1/100 = .03
1/100 = .03
1/1000 = .003 1/1000 = .003
COMPLIANCE:
REQUIRED
PROVIDED
M - WC
4
4
W - WC
4
5
M - LAV
3
3
W - LAV
3
3
Drinking Fountains
2
2
Service Sinks
1
1
CH.10: MEANS OF EGRESS
See Occupant Load Schedule.
1005.3.2.1
Egress Sizing (Sprinklered): 177 x .15 = 26.55" min.
Provided: 68" (door 1) + 68" (door 2) = 136"
1006.2.1
Common Path of Egress Travel (Sec. 1006.2.1): 100' (B)
1017.2
Exit Access Travel Distance (Table 1017.2): 300' (B, Sprinkled)
CH.5: HEIGHT + AREA
EGRESS TRAVEL DISTANCES
PATH NAME
DISTANCE
TRAVEL PATH: A
65'-6"
TRAVEL PATH: B
59'-7"
No.
Description
Date
1/8" = 1'-0"
code plan - second floor
2
second floor:
NO WORK IN THIS AREA
NO WORK IN THIS AREA
K03G
K03G
1.
DIMENSIONS ARE FROM FACE OF PARTITION FINISH OR
STRUCTURAL GRIDLINE UNLESS OTHERWISE NOTED
2.
PARTITIONS ILLUSTRATED ON COLUMN CENTERLINES ARE
CENTERED ON CENTERLINE.
3.
PROVIDE BLOCKING IN WALLS FOR ALL WALL MOUNTED
EQUIPMENT/DEVICES.
4.
REFERENCE A0.1 FOR ACCESSIBILITY REQUIREMENTS AND
TYPICAL MOUNTING HEIGHTS.
5.
REFERENCE A0.03 FOR DOOR & PARTITION SCHEDULES.
6.
REFER TO ROOM FINISH SCHEDULE FOR INFORMATION ON
FLOOR, WALL, AND CEILING FINISHES.
7.
REFERENCE INTERIOR AND EXTERIOR ELEVATIONS FOR
ADDITIONAL FINISH INFORMATION
8.
REFER TO INTERIOR ELEVATIONS FOR MILLWORK
CONFIGURATIONS.
9.
MEP EQUIPMENT SHOWN FOR REFERENCE ONLY. SEE MEP
DRAWINGS FOR FURTHER INFORMATION.
10. LIGHT FIXTURES, ELECTRICAL FIXTURES, BOXES, ETC.,
LOCATED IN RATED ASSEMBLIES SHALL BE INSTALLED WITH
RATED HOUSING -OR- BE INSTALLED WITH A FIVE SIDED
ENCLOSURE AS REQUIRED TO RETAIN RATING OF ASSEMBLY.
11. KITCHEN APPLIANCES AND EQUIPMENT SHOWN FOR
REFERENCE ONLY.
12. ELECTRICAL EQUIPMENT AND DEVICES SHOWN FOR
REFERENCE AND ARCHITECTURAL PLACEMENT. SEE
ELEVATIONS FOR DIMENSIONS. SEE ELECTRICAL DRAWINGS
FOR FURTHER INFORMATION.
13. VERIFY ALL EXTERIOR LIGHT FIXTURES WORK PROPERLY AND
REPLACE LIGHT BULBS.
14. FURNITURE SHOWN FOR REFERENCE ONLY.
general notes - floor plan
descriptive notes - floor plan
Z.1
B
C
A
D
E
F
G
H
J
G.1
F.1
E.1
1
2
3
4
5
6
7
8
1
Banquet
17
Banquet
18
Corridor
16
Lobby
01
Corridor
16
Storage
19
Storage
20
Office
21
Men
24
Vestibule
22
Women
23
Women
04
Men
05
Storage
28
Office
06
Break-out
07
Meeting Room
27
Meeting Room
26
Storage
25
Conference
08
Internet
09
Break-out
10-11
Food Serv / Office
12
Janitor
13
Supply
14
Fire Riser
15
Vestibule
03
9.30.2025
d
e
n
g
i
S
e
t
a
D
A
.
S
.
U
.
A
N
O
Z
I
R
A
.
.
.
.
.
.
.
.
.
.
.
.
.
O
N
E
T
A
C
I
F
I
T
R
E
C
H
C
R
A
D
E
R
E
T
S
I
G
E
R
JACOBS
MICHAEL E
32961
expiration:
© 2021 Holly Street Studio, LLC
sheet number
project no.
date
phase
title
1319 E VanBuren St.
Phoenix, AZ 85006
o: 602.258.8555
hollystreetstudio.com
revisions
CITY OF GLENDALE
ENGINEERING DEPT.
5850 W. Glendale ave.
Glendale, AZ 85301
(623) 930 3630
12/12/2022 12:37:42 PM
A1.0
FLOOR PLAN
CONSTRUCTION
DOCUMENTS
9 DECEMBER 2022
GLENDALE DCRP C.C
ANNEX RENOVATION
5752 W Glenn Drive
Glendale, AZ 85301
202169.3
12/09/22
1
NEW TRENCH FOR POWER ACCESS. DEMO EXISTING FLOOR AS
NEEDED.
1/8" = 1'-0"
floor plan
1
No.
Description
Date
X
HP
HORSEPOWER
HP
HEAT PUMP
IN.
INCHES
INV. ELEV.
INVERT ELEVATION
KVA
KILOVOLT-AMPERE
KW
KILOWATT
KWH
KILOWATT HOUR
LBS
POUNDS
MAX.
MAXIMUM
MIN.
MINIMUM
N/A
NON APPLICABLE
NC
NOISE CRITERIA
N.O.
NORMALLY OPEN
NIC
NOT IN CONTRACT
OBD
OPPOSED BLADE DAMPER
P.O.C.
POINT OF CONNECTION
PRV
PRESSURE REDUCING VALVE
PSI
POUNDS PER SQUARE INCH
QTY.
QUANTITY
RA
RETURN AIR
RPM
REVOLUTIONS PER MINUTE
SA
SUPPLY AIR
SOV
SHUT-OFF VALVE
STR.
STRAINER WITH HOSE END VALVE
TEMP
TEMPERATURE
TSTAT
THERMOSTAT
TYP.
TYPICAL
UP
RISER UP
U.N.O.
UNLESS NOTED OTHERWISE
VAV
VARIABLE AIR VOLUME
WB
WET BULB
N.C.
NORMALLY CLOSED
NTS
NOT TO SCALE
OSA / O.A.
OUTSIDE AIR
M
T
XX
MECHANICAL LEGEND
DUCTWORK SYMBOLS
PIPING SYMBOLS
SINGLE DOUBLE
DESCRIPTION
DESCRIPTION
SYMBOL
RECTANGULAR DUCT
ROUND DUCT
TAP FOR BRANCH (RECTANGULAR DUCT)
TAP FOR BRANCH (ROUND DUCT)
90 DEG. ELBOW W/ TURNING VANES
CURVED ELBOW - MIN. RADIUS R=1.5xWIDTH
FLEXIBLE DUCT CONNECTION
SUPPLY DIFFUSER
RETURN GRILLE
EXHAUST GRILLE
THERMOSTAT / TEMPERATURE SENSOR
HUMIDISTAT / HUMIDITY SENSOR
SENSOR
RECTANGULAR DUCT RISE
RECTANGULAR DUCT DROP
ROUND DUCT RISE
ROUND DUCT DROP
COMBINATION FIRE AND SMOKE DAMPER
FIRE DAMPER
BALANCING DAMPER
MOTORIZED DAMPER
RISER UP
RISER DOWN
BREAK
CONDENSATE DRAIN LINE
CD
FLOW ARROW
POINT OF CONNECTION
Ø
ROUND, DIAMETER
EQUIPMENT TAG
CHILLED WATER SUPPLY
CHWS
CHILLED WATER RETURN
CONDENSER WATER SUPPLY
CONDENSER WATER RETURN
HEATING WATER SUPPLY
HEATING WATER RETURN
CHWR
CWS
CWR
HWS
HWR
PUMP
REDUCER, CONCENTRIC
REDUCER, ECCENTRIC STRAIGHT INVERT
REDUCER, ECCENTRIC STRAIGHT CROWN
FLOW ARROW
PIPE CAP
VALVE
BALL VALVE
BUTTERFLY VALVE
GATE VALVE
2-WAY CONTROL VALVE
CHECK VALVE
PRESSURE REDUCING VALVE
STRAINER WITH HOSE END VALVE
BALANCE VALVE & FLOW METER ORIFICE (I.E. CIRCUIT SETTER)
MANUAL AIR VENT
FLEXIBLE PIPE CONNECTOR
PLUG VALVE
UNION
THERMOMETER WITH THERMOWELL
PRESSURE GAUGE WITH COCK
CIRCUIT SETTER
CALIBRATED BALANCING / SHUTOFF VALVE
AIR VENT, AUTOMATIC
AIR VENT, MANUAL
AV
MV
S
AIR SEPARATOR
PS
PRESSURE SWITCH
PRESSURE RELIEF VALVE
THROUGH WALL / GROUND
SUCTION DIFFUSER
MOTORIZED BUTTERFLY VALVE
2018 IECC MANDATORY REQUIREMENTS
MECHANICAL GENERAL NOTES
ABBREVIATIONS
ABBR
DESCRIPTION
AFF
ABOVE FINISHED FLOOR
BD
BALANCING DAMPER
BD
BACKDRAFT DAMPER
BHP
BRAKE HORSEPOWER
BTU
BRITISH THERMAL UNIT
BTUH
BRITISH THERMAL UNIT PER HOUR
CD
CONDENSATE DRAIN LINE
CFM
CUBIC FEET PER MINUTE
CONT.
CONTINUATION, CONTINUOUS, CONTINUED
DB
DRY BULB
DIA
ROUND, DIAMETER
DN
RISER DOWN
EA
EXHAUST AIR
ENT
ENTERING
°F
DEGREES FAHRENHEIT
FCU
FAN COIL UNIT
FD
FIRE DAMPER
FPM
FEET PER MINUTE
FPS
FEET PER SECOND
FSD
COMBINATION FIRE AND SMOKE DAMPER
FT.
FEET
GA
GAUGE
GAL
GALLON
GPH
GALLONS PER HOUR
GPM
GALLONS PER MINUTE
T
H
S
1.
THE CONTRACTOR SHALL DO ALL NECESSARY CUTTING OF WALLS AND CEILING.
2.
NO STRUCTURAL MEMBER SHALL BE CUT WITHOUT PERMISSION FROM THE
ARCHITECT/STRUCTURAL ENGINEER.
3.
PATCH AROUND ALL OPENINGS TO MATCH EXISTING CONSTRUCTION.
4.
DUCTWORK CONSTRUCTION AND INSTALLATION INCLUDING SHEET METAL GAUGES,
REINFORCEMENT, JOINT SEALING, AIR LEAKAGE AND DETAILS NOT SPECIFICALLY SHOWN ON
DRAWINGS SHALL BE IN ACCORDANCE WITH 2018 IMC DUCT CONSTRUCTION STANDARDS.
5.
INSULATION CONTRACTOR SHALL TAPE ALL JOINTS AND SEAMS ON THE DUCT INSULATION WRAP
(INCLUDING NEW AND EXISTING INSULATION) TO MAINTAIN A CONSTANT VAPOR BARRIER.
6.
ALL MATERIALS EXPOSED WITHIN DUCTS OR PLENUMS SHALL HAVE A FLAME-SPREAD INDEX OF
NOT MORE THAN 25 AND A SMOKE-DEVELOPED RATING OF NOT MORE THAN 50 WHEN TESTED IN
ACCORDANCE WITH THE TEST FOR SURFACE BURNING CHARACTERISTICS OF BUILDING
MATERIALS PER 2018 IMC 602.2.
7.
CONTRACTOR SHALL PROVIDE DAMPERS WHERE NOT SHOWN TO PROVIDE PROPER BALANCING
OF SYSTEM.
8.
TURNING VANES SHALL BE INSTALLED IN ALL MITERED ELBOWS.
9.
ALL DUCT DIMENSIONS ARE "CLEAR" INSIDE DIMENSIONS.
10.
LIGHTING & SPRINKLER HEADS TAKE PRECEDENCE OVER DIFFUSER LOCATION. CONTRACTOR
SHALL MAKE NECESSARY ADJUSTMENTS TO DIFFUSERS TO AVOID ANY CONFLICT WITH LIGHTING
LAYOUT & SPRINKLER HEADS. COORDINATE ALL LOCATIONS WITH ARCHITECT.
11.
ALL ROUND RUNOUTS SERVING DIFFUSERS SHALL BE SAME SIZE AS NECK DIAMETER.
12.
ALL THERMOSTATS/TEMPERATURE SENSORS ARE TO BE MOUNTED AT A HEIGHT OF 48" ABOVE
THE FLOOR LEVEL FOR DISABLED ACCESS. CONTRACTOR TO COORDINATE ALL FINAL
THERMOSTAT/TEMPERATURE SENSOR LOCATIONS WITH OWNER & ARCHITECT PRIOR TO ROUGH-
IN.
13.
THE MECHANICAL CONTRACTOR IS TO FIELD VERIFY EXACT LOCATION OF ALL EQUIPMENT PRIOR
TO SUBMITTING BID. LOCATIONS OF EQUIPMENT SHOWN ON DRAWINGS ARE APPROXIMATE.
UNITS SHALL BE RELOCATED TO PROVIDE NECESSARY CLEARANCES FOR STRUCTURAL
MEMBERS, PLUMBING, FIRE PROTECTION, ELECTRICAL, DEMISING WALLS, HARD CEILINGS, ETC.
14.
TEMPORARY FILTERS SHALL BE INSTALLED ON ALL RETURN AIR OPENINGS IN SPACE DURING
CONSTRUCTION.
15.
HANGERS FOR SHEET METAL DUCTWORK SHALL BE INSTALLED AS REQUIRED PER IMC 2018
SECTION 603.10. REFERENCE SMACNA HVAC DUCT STANDARDS.
16.
SMOKE DETECTORS ASSOCIATED WITH SMOKE DAMPERS AND HVAC SHUTOFFS
SHALL BE TESTED BY AN APPROVED TESTING AGENCY OR A QUALIFIED THIRD PARTY
SPECIAL INSPECTOR. THE SPECIAL INSPECTOR / TESTING AGENCY SHALL BE AN
INDEPENDENT THIRD PARTY INDIVIDUAL OR FIRM AND SHALL NOT BE THE INSTALLING
CONTRACTOR. IF A SPECIAL INSPECTION IS REQUIRED, A PROFESSIONAL ENGINEER
SHALL SUBMIT A FINAL SIGNED AND SEALED REPORT TO THE MECHANICAL INSPECTOR
PRIOR TO CITY ISSUANCE OF FINAL INSPECTION APPROVAL OR OCCUPANCY
APPROVAL, INCLUDING CONDITIONAL OCCUPANCY APPROVAL.
17.
CONTRACTOR TO COORDINATE ALL MECHANICAL, PLUMBING AND ELECTRICAL WORK
WITH CEILING HEIGHTS. CONTACT ENGINEER WITH ANY DISCREPANCIES PRIOR TO
INSTALLATION OF ANY EQUIPMENT.
18.
WHERE WALLS ABOVE THE CEILING ARE BEING EXTENDED TO THE DECK.
CONTRACTOR SHALL PROVIDE MINIMUM OF ONE 18"x18" OPENING WITH SOUND BOOT
IN THE WALL ABOVE THE CEILING FOR RETURN PURPOSES. ADDITIONAL OPENINGS TO
BE ADDED AS REQUIRED TO MAINTAIN MAXIMUM OF 500 FPM RETURN AIR VELOCITY.
19.
ALL WIRING AND DUCTWORK ABOVE CEILING TO BE PLENUM RATED PER 2018 IMC
602.2.1.
20.
CONTRACTOR SHALL PROVIDE CONDENSATE PUMPS IF REQUIRED TO MEET SLOPE OF
CONDENSATE DRAIN EQUAL TO LITTLE GIANT MODEL VCMA-20UL.
21.
PROVIDE ACCESS PANELS OR DOORS IN HARD CEILINGS OR INACCESSIBLE
CEILINGS/CHASES FOR ALL VALVES, TRAPS, DAMPERS, CONTROLS, EQUIPMENT
ACCESS, ETC. CONTRACTOR SHALL GROUP EQUIPMENT ABOVE CEILING TOGETHER
TO MINIMIZE ACCESS PANELS. ACCESS PANELS SHALL BE LARGE ENOUGH TO REMOVE
EQUIPMENT FOR REPLACEMENT. COORDINATE ALL ACCESS PANELS WITH ARCHITECT
PRIOR TO ANY INSTALLATION.
22.
CONTRACTOR SHALL ENSURE THAT ALL EXISTING MECHANICAL EQUIPMENT IS IN
SATISFACTORY WORKING CONDITION SO HE MAY MAKE PROVISION IN HIS BID TO
ACCOMMODATE ANY REPLACEMENTS REQUIRED. INSTALL NEW FILTERS ON EXISTING
EQUIPMENT TO MATCH EXISTING FOLLOWING COMPLETION OF CONSTRUCTION.
23.
CONTRACTOR SHALL COMB FINS AND CLEAN COILS ON EXISTING A/C EQUIPMENT IN
PROJECT AREA.
24.
ALL JOINTS, LONGITUDINAL AND TRANSVERSE SEAMS AND CONNECTIONS IN
DUCTWORK, SHALL BE SECURELY FASTENED AND SEALED WITH WELDS, GASKETS,
MASTICS (ADHESIVES), MASTIC-PLUS-EMBEDDED-FABRIC SYSTEMS, LIQUID SEALANTS
OR TAPES. TAPES AND MASTICS USED TO SEAL DUCTWORK SHALL BE LISTED AND
LABELED IN ACCORDANCE WITH UL 181A OR UL 181B. DUCT CONNECTIONS TO
FLANGES OF AIR DISTRIBUTION SYSTEM EQUIPMENT SHALL BE SEALED AND
MECHANICALLY FASTENED. UNLISTED DUCT TAPE IS NOT PERMITTED AS A SEALANT
ON ANY METAL DUCTS.
HEATING AND COOLING EFFICIENCIES (IECC C403.3):
-ALL EQUIPMENT AND SYSTEMS HAVE BEEN SIZED TO BE NO GREATER THAN NEEDED TO MEET CALCULATED LOADS. (IECC C403.3.1)
-EQUIPMENT SHALL MEET THE MINIMUM EFFICIENCY REQUIREMENTS OF TABLES C403.3.2(1) - C403.3.2(9). (IECC C403.3.2)
HEATING AND COOLING SYSTEM CONTROLS (IECC C403.4):
-THE SUPPLY OF HEATING AND COOLING ENERGY TO EACH ZONE SHALL BE CONTROLLED BY INDIVIDUAL THERMOSTATIC CONTROLS CAPABLE OF RESPONDING TO TEMPERATURE
WITHIN THE ZONE. WHERE HUMIDIFICATION OR DEHUMIDIFICATION OR BOTH IS PROVIDED, AT LEAST ONE HUMIDITY CONTROL DEVICE SHALL BE PROVIDED FOR EACH HUMIDITY
CONTROL SYSTEM. (IECC. C403.4.1).
-WHEN CONTROLLING BOTH HEATING AND COOLING, THERMOSTATIC CONTROLS SHALL PROVIDE A TEMPERATURE RANGE OR DEADBAND OF AT LEAST 5°F WITHIN WHICH THE
SUPPLY OF HEATING AND COOLING ENERGY TO THE ZONE IS CAPABLE OF BEING SHUT OFF OR REDUCED TO A MINIMUM, WITH EXCEPTION TO THERMOSTATS WITH MANUAL
CHANGEOVER (IECC C403.4.1.2).
-ZONES WITH SEPARATE HEATING AND COOLING CONTROLS SHALL BE CONFIGURED TO PREVENT THE HEATING SETPOINT FROM EXCEEDING THE COOLING SETPOINT AND TO
MAINTAIN THE A DEADBAND (IECC C403.4.1.3)
-EACH ZONE SHALL BE PROVIDED WITH THERMOSTATIC SETBACK CONTROLS THAT ARE CONTROLLED BY EITHER AN AUTOMATIC TIME CLOCK OR PROGRAMMABLE CONTROL
SYSTEM, WITH EXCEPTION TO ZONES OPERATED CONTINUOUSLY AND ZONES WITH FULL LOADS NOT EXCEEDING 6,800 BTU/H WITH A READILY ACCESSIBLE MANUAL SHUTOFF
SWITCH (IECC C403.4.2). SETBACK CONTROLS SHALL HAVE THE CAPABILITY TO SET BACK OR TEMPORARILY OPERATE THE SYSTEM DOWN TO 55°F OR UP TO 85°F (IECC C403.4.2.1).
AUTOMATIC TIME CLOCK OR PROGRAMMABLE CONTROLS SHALL BE CAPABLE OF STARTING AND STOPPING THE SYSTEM FOR SEVEN DIFFERENT DAILY SCHEDULES PER WEEK AND
RETAINING THEIR PROGRAMMING AND TIME SETTING DURING A LOSS OF POWER FOR AT LEAST 10 HOURS. ADDITIONALLY, THE CONTROLS SHALL HAVE A MANUAL OVERRIDE THAT
ALLOWS TEMPORARY OPERATION OF THE SYSTEM FOR UP TO 2 HOURS (IECC C403.4.2.2). AUTOMATIC START CONTROLS SHALL BE PROVIDED FOR EACH HVAC SYSTEM. THE
CONTROLS SHALL BE CAPABLE OF AUTOMATICALLY ADJUSTING THE DAILY START TIME OF THE HVAC SYSTEM IN ORDER TO BRING EACH SPACE TO THE DESIRED OCCUPIED
TEMPERATURE IMMEDIATELY PRIOR TO SCHEDULED OCCUPANCY (IECC C403.4.2.3).
ECONOMIZERS (IECC C403.5):
-FAULT DETECTION AND DIAGNOSTICS INSTALLED WITH AIR-COOLED UNITARY DX UNITS HAVING ECONOMIZERS (IECC C403.5.5)
VENTILATION AND EXHAUST SYSTEMS (IECC C403.7):
-DEMAND CONTROL VENTILATION REQUIREMENTS FOR THIS PROJECT ARE EXEMPT. SYSTEMS DO NOT SERVE SPACES LARGER THAN 500 SQUARE FEET AND WITH AN AVERAGE
OCCUPANT LOAD OF 25 PEOPLE PER 1000 SQUARE FEET OF FLOOR AREA, DO NOT INCLUDE AIR SIDE ECONOMIZERS, AUTO MODULATING AIR DAMPER CONTROL, OR DESIGN
OUTDOOR AIRFLOW GREATER THAN 3,000 CFM. (IECC C403.7.1).
FANS AND FAN CONTROLS (IECC C403.8):
-HVAC FAN SYSTEMS WHERE TOTAL SYSTEM MOTOR NAMEPLATE HP EXCEEDING 5 HP AT DESIGN CONDITIONS DO NOT EXCEED THE ALLOWABLE FAN SYSTEM MOTOR NAMEPLATE
HP (OPTION 1) OR FAN SYSTEM BHP (OPTION 2), INCLUDING SUPPLY FANS, EXHAUST FANS, RETURN/RELIEF FANS AND FAN-POWERED TERMINAL UNITS. (IECC. C403.8.1).
-FOR EACH FAN, THE SELECTED MOTOR SHALL NOT BE LARGER THAN THE FIRST AVAILABLE MOTOR SIZE GREATER THAN THE FOLLOWING: FOR FANS LESS THAN 6.0 BHP, 1.5 TIMES
THE FAN BHP. FOR FANS 6.0 BHP AND LARGER, 1.3 TIMES THE FAN BHP. SYSTEMS COMPLYING WITH C403.8.1 OPTION 1 (IECC C403.8.2)
-FANS SHALL HAVE A FAN EFFICIENCY GRADE (FEG) >= 67.0 THE TOTAL EFFICIENCY OF THE FAN AT THE DESIGN POINT OF OPERATION <= 15% OF MAXIMUM TOTAL EFFICIENCY OF
THE FAN (IECC C403.8.3)
-MOTORS FOR FANS THAT ARE NOT LESS THAN 1/12 HP AND LESS THAN 1.0 HP ARE ELECTRONICALLY COMMUNICATED MOTORS (ECM) OR HAVE A MINIMUM MOTOR EFFICIENCY OF
70%. THESE MOTORS HAVE THE MEANS TO ADJUST MOTOR SPEED (IECC C403.8.4)
CONSTRUCTION OF HVAC SYSTEM ELEMENTS (IECC C403.11):
-ALL SUPPLY AND RETURN DUCTS AND PLENUMS SHALL BE INSULATED WITH A MINIMUM OF R-6 INSULATION AND WITH A MINIMUM OF R-8 INSULATION FOR ANY DUCTWORK OUTSIDE
THE BUILDING. **USE R-8 BETWEEN DUCTS AND BUILDING EXTERIOR WHEN DUCTS ARE PART OF THE BUILDING ASSEMBLY. (IECC C403.11.1).
-DUCTWORK SHALL BE CONSTRUCTED AND ERECTED IN ACCORDANCE WITH THE INTERNATIONAL MECHANICAL CODE. (IECC C403.11.2)
-LOW PRESSURE DUCT SYSTEMS - ALL LONGITUDINAL AND TRANSVERSE JOINTS, SEAMS AND CONNECTIONS OF SUPPLY AND RETURN DUCTS OPERATING AT A STATIC PRESSURE
LESS THAN OR EQUAL TO 2 INCHES W.G. SHALL BE SECURELY FASTENED AND SEALED WITH WELDS, GASKETS, MASTICS (ADHESIVES), MASTIC-PLUS-EMBEDDED-FABRIC SYSTEMS,
OR TAPES INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. PRESSURE CLASSIFICATIONS SPECIFIC TO THE DUCT SYSTEM SHALL BE
CLEARLY INDICATED ON THE CONSTRUCTION DOCUMENTS IN ACCORDANCE WITH THE INTERNATIONAL MECHANICAL CODE. (IECC C403.11.2.1).
-MEDIUM PRESSURE DUCT SYSTEMS - ALL DUCTS AND PLENUMS DESIGNED TO OPERATE AT A STATIC PRESSURE GREATER THAN 2 INCHES W.G. BUT LESS THAN 3 INCHES W.G.
SHALL BE INSULATED AND SEALED IN ACCORDANCE WITH SECTION C403.2.9. PRESSURE CLASSIFICATIONS SPECIFIC TO THE DUCT SYSTEM SHALL BE CLEARLY INDICATED ON THE
CONSTRUCTION DOCUMENTS IN ACCORDANCE WITH THE INTERNATIONAL MECHANICAL CODE. (IECC C403.11.2.2).
-ALL PIPING SERVING AS PART OF A HEATING OR COOLING SYSTEM SHALL BE THERMALLY INSULATED. (IECC C403.11.3)
REFRIGERANT VAPOR (SUCTION) PIPES (40-60 DEGREES):
MIN. .5" INSULATION FOR PIPES LESS THAN 1.5"
-PIPING INSULATION EXPOSED TO THE WEATHER SHALL BE PROTECTED FROM DAMAGE, INCLUDING THAT CAUSED BY SUNLIGHT, MOISTURE, EQUIPMENT MAINTENANCE AND WIND,
AND SHALL PROVIDE SHIELDING FROM SOLAR RADIATION THAT CAN CAUSE DEGRADATION OF THE MATERIAL. ADHESIVE TAPE SHALL NOT BE PERMITTED (IECC C403.11.4)
MAINTENANCE INFORMATION AND SYSTEM COMMISSIONING (IECC C408):
-BUILDING OPERATIONS AND MAINTENANCE DOCUMENTS SHALL BE PROVIDED TO THE BUILDING OWNER. DOCUMENTS SHALL COVER MANUFACTURERS' INFORMATION,
SPECIFICATIONS, PROGRAMMING PROCEDURES AND MEANS OF ILLUSTRATING TO OWNER HOW BUILDING, EQUIPMENT AND SYSTEMS ARE INTENDED TO BE INSTALLED,
MAINTAINED, AND OPERATED (IECC C408.1.1)
-COMMISSIONING REQUIREMENTS FOR THIS PROJECT IS EXEMPT. TOTAL MECHANICAL SYSTEM CAPACITY IS LESS 480,000 BTU/H COOLING CAPACITY AND 600,000 BTU/H HEATING
CAPACITY. (IECC C408.2, EXCEPTION #1).
-HVAC SYSTEMS SHALL BE BALANCED IN ACCORDANCE WITH GENERALLY ACCEPTED ENGINEERING STANDARDS. AIR AND WATER FLOW RATES SHALL BE MEASURED AND
ADJUSTED TO DELIVER FINAL FLOW RATES WITHIN THE TOLERANCES PROVIDED IN THE SPECIFICATIONS. TEST AND BALANCE ACTIVITIES SHALL INCLUDE AIR SYSTEM AND
HYDRONIC SYSTEM BALANCING. (IECC C408.2.2). EACH SUPPLY AIR OUTLET AND ZONE TERMINAL DEVICE SHALL BE EQUIPPED WITH MEANS FOR AIR BALANCING IN ACCORDANCE
WITH THE REQUIREMENTS OF CHAPTER 6 OF THE INTERNATIONAL MECHANICAL CODE. (IECC C408.2.2.1).
-THE FOLLOWING DOCUMENTS SHALL BE PROVIDED TO THE BUILDING OWNER WITHIN 90 DAYS OF THE DATE OF RECEIPT OF THE CERTIFICATE OF OCCUPANCY: SYSTEM
BALANCING REPORT (IECC C408.2.5.1).
2018 IECC PRESCRIPTIVE REQUIREMENTS
ECONOMIZERS (IECC C403.5):
-ECONOMIZER SYSTEMS SHALL BE INTEGRATED WITH THE MECHANICAL COOLING SYSTEM AND BE CONFIGURED TO PROVIDE PARTIAL COOLING EVEN WHERE ADDITIONAL
MECHANICAL COOLING IS REQUIRED TO PROVIDE THE REMAINDER OF THE COOLING LOAD (IECC C403.5.1)
-HVAC SYSTEM DESIGN AND ECONOMIZER CONTROL SHALL BE SUCH THAT ECONOMIZER OPERATION DOES NOT INCREASE THE BUILDING HEATING ENERGY USE DURING NORMAL
OPERATION (IECC 403.5.2).
-AIR ECONOMIZER SYSTEMS SHALL BE CAPABLE OF MODULATING OUTDOOR AIR AND RETURN AIR DAMPERS TO PROVIDE UP TO 100 PERCENT OF THE DESIGN SUPPLY AIR QUANTITY
AS OUTDOOR AIR FOR COOLING (IECC C403.5.3.1). ECONOMIZER DAMPERS SHALL BE CAPABLE OF BEING SEQUENCED WITH THE MECHANICAL COOLING EQUIPMENT AND SHALL NOT
BE CONTROLLED BY ONLY MIXED AIR TEMPERATURE, WITH EXCEPTION TO SYSTEMS CONTROLLED FROM SPACE TEMPERATURE (IECC C403.5.3.2). AIR ECONOMIZERS SHALL BE
CAPABLE OF AUTOMATICALLY REDUCING OUTDOOR AIR INTAKE TO THE DESIGN MINIMUM OUTDOOR AIR QUANTITY WHEN OUTDOOR AIR INTAKE WILL NO LONGER REDUCE COOLING
ENERGY USAGE. REFER TO EQUIPMENT SCHEDULES FOR HIGH-LIMIT SHUTOFF CONTROL TYPES AND SETPOINTS (IECC C403.5.3.3). SYSTEMS SHALL BE CAPABLE OF RELIEVING
EXCESS OUTDOOR AIR DURING AIR ECONOMIZER OPERATION TO PREVENT OVER-PRESSURIZING THE BUILDING. THE RELIEF AIR OUTLET SHALL BE LOCATED TO AVOID RE-
CIRCULATION INTO THE BUILDING (IECC C403.5.3.4).
FANS AND FAN CONTROLS (IECC C403.8):
-EACH DX COOLING SYSTEM > 65 KBTU AND CHILLED WATER / EVAPORATIVE COOLING SYSTEMS WITH FANS > 1/4 HP ARE DESIGNED TO VARY THE INDOOR FAN AIRFLOW AS A
FUNCTION OF LOAD AND COMPLY WITH DETAILED REQUIREMENTS OF THIS SECTION (IECC C403.8.5)
XX-#
SIZE
XX-#
CFM
XX-#
CFM
#
XX-#
CFM
SIZE
DIFFUSER TAG LEGEND
GRILLE TAG
DIMENSION
DIFFUSER TAG
AIRFLOW
DIFFUSER TAG
AIRFLOW
QTY
REGISTER TAG
AIRFLOW
DIMENSION
DUCT ANNOTATION LEGEND
RECTANGULAR DUCT
WIDTH x HEIGHT
W x H
ROUND DUCT
DIAMETER
D Ø
FLAT OVAL DUCT
WIDTH / HEIGHT
W / H
MCD
FD
MECHANICAL SHEET INDEX
SHEET
NUMBER
SHEET NAME
M0.0
MECHANICAL LEGEND AND GENERAL NOTES
M0.1
MECHANICAL SPECIFICATIONS
M2.0
MECHANICAL DEMO PLAN
M3.0
MECHANICAL FLOOR PLAN
R
e
g
i
s
t
e
r
e
d
P
r
o
f
e
s
s
i
o
n
a
l
E
n
g
i
n
e
e
r
(
M
e
c
h
a
n
i
c
a
l
)
C
E
R
T
I
F
I
C
A
T
E
N
O
.
52328
JONATHON K.
PFANTZ
A
R
I
Z
O
N
A
U.
S.
A.
D
a
t
e
S
i
g
n
e
d
.
.
.
.
.
.
.
.
.
.
.
.
.
.
© 2021 Holly Street Studio, LLC
sheet number
project no.
date
phase
title
1319 E VanBuren St.
Phoenix, AZ 85006
o: 602.258.8555
hollystreetstudio.com
revisions
221065.100
JONATHON PFANTZ
12/09/22
12/9/2022 10:00:54 AM
M0.0
MECHANICAL
LEGEND AND
GENERAL NOTES
CONSTRUCTION
DOCUMENTS
09 DEC 2022
GLENDALE DCRP C.C
ANNEX RENOVATION
5752 W Glenn Drive
Glendale, AZ 85301
202169.3
No.
Description
Date
CODE INFORMATION
A.
2018 IBC, 2018 IMC, 2018 IECC, AND AMENDMENTS.
B.
PROJECT LOCATED IN CLIMATE ZONE 2B PER 2018 IECC SECTION C301.
C.
ALL MATERIALS MUST BE PROVIDED AND INSTALLED PER THE REQUIREMENTS OF THE 2018 IECC AND
REQUIREMENTS OF COMCHECK MECHANICAL COMPLIANCE CERTIFICATES.
D.
DESIGN HEATING AND COOLING LOADS FOR THIS SPACE ARE CALCULATED USING CARRIER BLOCK LOAD BASED
ON ASHRAE METHODS.
E.
OUTDOOR AIR VENTILATION PROVIDED AND BASED ON 2018 IMC CHAPTER 4, SECTION 403.3.
F.
ALL ROOFTOP EQUIPMENT SHALL BE PERMANENTLY IDENTIFIED AS TO THE AREA SERVED WITH A RUST PROOF
METAL NAMEPLATE PER 2018 IMC.
G.
DUCT SMOKE DETECTORS REQUIRED BY 2018 IMC SECTION 606 SHALL BE INSTALLED IN THE RETURN AIR DUCT OR
PLENUM UPSTREAM OF ANY FILTERS, EXHAUST AIR CONNECTIONS, OUTDOOR AIR CONNECTIONS, OR
DECONTAMINATION EQUIPMENT AND APPLIANCES. DETECTORS SHALL BE INSTALLED IN ACCORDANCE WITH
SECTION 606.3 AND NFPA 72.
MECHANICAL SPECIFICATIONS
GENERAL REQUIREMENTS
GENERAL PROVISIONS WHICH MAKE SPECIFIC REFERENCE TO ELECTRICAL DIVISION ONLY ARE INCLUDED HEREIN FOR CLARITY
AND SIMPLIFICATION OF SPECIFICATIONS WRITING AND ARE NOT PART OF THE MECHANICAL WORK. THE WORK OF DIVISION 15,
MECHANICAL, IS SUBJECT TO THE CONDITIONS OF THE CONTRACT, DIVISION 1, GENERAL REQUIREMENTS, AND APPLICABLE
REQUIREMENTS OF OTHER PORTIONS OF THE CONTRACT DOCUMENTS. EXAMINE AND BECOME FAMILIAR WITH ALL CONTRACT
DOCUMENTS AND COORDINATE THE MECHANICAL WORK ACCORDINGLY.
INTENT
IT IS THE INTENTION OF THE SPECIFICATIONS AND DRAWINGS TO CALL FOR FINISHED WORK, TESTED AND READY FOR OPERATION.
ANY APPARATUS, APPLIANCE, MATERIAL OR WORK NOT SHOWN ON THE DRAWINGS, BUT MENTIONED IN THE SPECIFICATIONS OR
VICE VERSA, OR ANY INCIDENTAL ACCESSORIES NECESSARY TO MAKE THE WORK COMPLETE AND READY FOR OPERATION, EVEN
IF NOT PARTICULARLY SPECIFIED, SHALL BE PROVIDED WITHOUT ADDITIONAL EXPENSE TO THE OWNER. SHALL THERE APPEAR TO
BE DISCREPANCIES OR QUESTIONS OF INTENT IN THE CONTRACT DOCUMENTS, REFER THE MATTER TO THE ARCHITECT FOR
THEIR DECISION BEFORE ORDERING ANY MATERIALS OR EQUIPMENT OR BEFORE THE START OF ANY RELATED WORK. THE
DECISION OF THE ARCHITECT SHALL BE FINAL, CONCLUSIVE AND BINDING.
DRAWINGS AND DATA
DRAWINGS ARE GENERALLY DIAGRAMMATIC AND ARE INTENDED TO CONVEY SCOPE OF WORK AND TO INDICATE GENERAL
ARRANGEMENT OF EQUIPMENT, DUCTS, CONDUITS, PIPING AND FIXTURES. THEY ARE NOT INTENDED TO SHOW EVERY OFFSET OR
FITTINGS OR EVERY STRUCTURAL DIFFICULTY THAT MAY BE ENCOUNTERED DURING INSTALLATION OF THE WORK. LOCATION OF
ALL ITEMS NOT DEFINITELY FIXED BY DIMENSIONS ARE APPROXIMATE ONLY. EXACT LOCATIONS NECESSARY TO SECURE BEST
CONDITIONS AND RESULTS MUST BE DETERMINED AT THE PROJECT SITE AND SHALL HAVE THE APPROVAL OF ARCHITECT BEFORE
BEING INSTALLED. DO NOT SCALE DRAWINGS. IF SO DIRECTED BY ARCHITECT, WITHOUT EXTRA CHARGE, MAKE REASONABLE
MODIFICATIONS IN LAYOUT AS NEEDED TO PREVENT CONFLICT WITH WORK OF OTHER TRADES OR FOR PROPER EXECUTION OF
WORK. INCLUDE MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT NECESSARY FOR PROPER INSTALLATION AND
OPERATION OF A SYSTEM OR PIECE OF EQUIPMENT IN BID PRICE.
CODES
INCLUDE IN WORK, WITHOUT EXTRA COST TO OWNER, LABOR, MATERIALS, SERVICES, APPARATUS, DRAWINGS (IN ADDITION TO
CONTRACT DRAWINGS AND DOCUMENTS) REQUIRED TO COMPLY WITH APPLICABLE LAWS, ORDINANCES, RULES AND
REGULATIONS. DRAWINGS AND SPECIFICATIONS TAKE PRECEDENCE WHEN THEY ARE MORE STRINGENT THAN CODES,
ORDINANCES, STANDARDS AND STATUTES. CODES, ORDINANCES, STANDARDS AND STATUES TAKE PRECEDENCE WHEN THEY ARE
MORE STRINGENT OR CONFLICT WITH DRAWINGS OR SPECIFICATIONS. FOLLOWING INDUSTRY STANDARDS, SPECIFICATIONS AND
CODES ARE MINIMUM REQUIREMENTS:
A.
APPLICABLE CITY, COUNTY, AND STATE MECHANICAL, ELECTRICAL, GAS, PLUMBING, HEALTH AND SANITARY CODES, LAWS
AND ORDINANCES.
B.
CITY OR OTHER APPLICABLE BUILDING CODES.
C.
2018 INTERNATIONAL MECHANICAL CODE WITH LOCAL AMENDMENTS.
D.
2018 INTERNATIONAL PLUMBING CODE WITH LOCAL AMENDMENTS.
E.
2018 INTERNATIONAL ENERGY CONSERVATION CODE.
F.
2017 NATIONAL ELECTRIC CODE / NFPA-70 WITH AMENDMENTS.
G.
UNDERWRITER'S LABORATORIES, INC. STANDARDS.
H.
AMERICAN NATIONAL STANDARDS INSTITUTE.
I.
AMERICAN SOCIETY FOR TESTING MATERIALS STANDARDS.
J.
STANDARDS AND REQUIREMENTS OF LOCAL UTILITY COMPANIES.
K.
AMERICAN SOCIETY OF MECHANICAL ENGINEERS BOILER AND PRESSURE VESSEL CODES.
REGULATIONS, PERMITS & INSPECTIONS:
COMPLY WITH ALL APPLICABLE CODES, RULES AND REGULATIONS. OBTAIN AND PAY FOR ALL REQUIRED PERMITS AND LICENSES.
WHEN REQUIRED BY CODE, ALL WORK MUST BE INSPECTED AND APPROVED BY LOCAL AUTHORITIES.
GENERAL
MATERIALS AND EQUIPMENT STANDARD PRODUCTS OF A REPUTABLE MANUFACTURER REGULARLY ENGAGED IN MANUFACTURE
OF THE SPECIFIED ITEMS. WHERE MORE THAN ONE UNIT IS REQUIRED OF ANY ITEM, FURNISH BY THE SAME MANUFACTURER,
EXCEPT WHERE SPECIFIED OTHERWISE. INSTALL MATERIAL AND EQUIPMENT IN ACCORDANCE WITH MANUFACTURER'S
RECOMMENDATIONS. SHOULD VARIANCE BETWEEN PLANS AND SPECIFICATIONS OCCUR WITH THESE, CONTACT ARCHITECT
IMMEDIATELY SO THAT VARIATIONS IN INSTALLATION CAN BE KNOWN BY ALL PARTIES CONCERNED. PROVIDE EQUIPMENT FROM
MANUFACTURER WHOSE PRODUCTS HAVE LOCAL REPRESENTATION. SHOP DRAWINGS TO BE SUBMITTED ONE COMPLETE
PACKAGE. INDIVIDUAL SHOP DRAWINGS WILL NOT BE ACCEPTED.
NOTE: COMPLY WITH BUILDING STANDARDS. NOTIFY THE ENGINEER IF STANDARDS ARE IN CONFLICT WITH WHAT APPEARS ON
THESE CONSTRUCTION DOCUMENTS. (PRIOR TO BID)
MECHANICAL CONTRACTOR TO VERIFY AND COORDINATE AVAILABLE VOLTAGE WITH ELECTRICAL CONTRACTOR PRIOR TO
ORDERING EQUIPMENT
EXECUTION
PROTECT EXISTING ACTIVE SERVICES (WATER, SEWER, GAS, ELECTRIC, ETC.), WHEN ENCOUNTERED, AGAINST DAMAGE FROM
CONSTRUCTION WORK.
DO NOT PREVENT OR DISTURB OPERATION OF ACTIVE SERVICES WHICH ARE TO REMAIN. IF WORK MAKES TEMPORARY
SHUTDOWNS OF SERVICES UNAVOIDABLE, CONSULT WITH OWNER AS TO DATES, PROCEDURES, AND ESTIMATED DURATION OF AT
LEAST 10 WORKING DAYS IN ADVANCE OF DATE WHEN WORK IS TO BE PERFORMED. ARRANGE WORK FOR CONTINUOUS
PERFORMANCE TO ASSURE THAT EXISTING OPERATING SERVICES WILL BE SHUT DOWN ONLY DURING THE TIME REQUIRED TO
MAKE NECESSARY CONNECTIONS. IF A SYSTEM CANNOT SHUT DOWN, INSTALL TEMPORARY BYPASSES OR JUMPERS UNTIL
CONNECTIONS ARE COMPLETE. CONTRACTOR IS RESPONSIBLE FOR ALL COSTS INCURRED BY ABOVE SHUTDOWNS, INCLUDING
BYPASS OR JUMPER INSTALLATIONS, FOR WORK PERFORMED UNDER THIS SECTION.
IF EXISTING ACTIVE UTILITY SERVICES ARE ENCOUNTERED WHICH REQUIRE RELOCATION, MAKE REQUEST TO PROPER
AUTHORITIES FOR DETERMINATION OF PROCEDURES. PROPERLY TERMINATE EXISTING SERVICES TO BE ABANDONED IN
CONFORMANCE WITH REQUIREMENTS OF AUTHORITIES. WHERE CONNECTIONS OR DISRUPTIONS ARE MADE TO EXISTING
SYSTEMS, REACTIVATE, REFILL, AND RECHARGE ALL COMPONENTS AND RESTORE SYSTEMS TO OPERATING CONDITIONS AT TIME
OF DISRUPTION.
GUARANTEE
EACH COMPLETE SYSTEM GUARANTEED BY CONTRACTOR FOR A PERIOD OF ONE YEAR, FROM DATE OF ACCEPTANCE OF WORK
BY OWNER IN WRITING, TO BE FREE OF DEFECTS OF MATERIALS AND WORKMANSHIP, AND TO PERFORM SATISFACTORILY UNDER
ALL CONDITIONS OF LOAD OR SERVICE. THE GUARANTEES PROVIDE THAT ANY ADDITIONAL CONTROLS, PROTECTIVE DEVICES, OR
EQUIPMENT BE PROVIDED AS NECESSARY TO MAKE THE SYSTEM OF EQUIPMENT OPERATE SATISFACTORILY, AND THAT ANY
FAULTY MATERIALS OR WORKMANSHIP BE REPLACED OR REPAIRED. ON FAILURE OF GUARANTOR TO DO THE ABOVE AFTER
WRITTEN NOTICE FROM OWNER, THE OWNER MAY HAVE THE WORK DONE AT THE COST OF GUARANTOR. LOSS OF REFRIGERANT
IS CONSIDERED A DEFECT IN WORKMANSHIP AND/OR EQUIPMENT, TO BE CORRECTED AS REQUIRED AT NO EXTRA COST TO THE
OWNER.
EXISTING CONDITIONS:
CONTRACTOR TO VISIT SITE PRIOR TO BID. CONTRACTOR SHALL RELOCATE AS NECESSARY ALL EXISTING ITEMS SUCH AS
DUCTWORK, SPRINKLER PIPING, PLUMBING, CONDUITS, ETC AS REQUIRED TO MAINTAIN ALL EQUIPMENT CLEARANCES.
CONTRACTOR TO PROVIDE A NEAT SKETCH TO ENGINEER SHOWING ANY DEVIATION TO THE CONSTRUCTION DOCUMENTS
REQUIRED DUE TO FIELD CONDITIONS. NO ALLOWANCES WILL BE MADE AFTER THE PROJECT HAS BEEN AWARDED FOR FAILURE
TO VERIFY EXISTING CONDITIONS.
ALL REFERENCES ON THESE DRAWINGS TO EXISTING EQUIPMENT, DUCTWORK, DIFFUSERS, PIPING, ARE FOR REFERENCE ONLY.
CONTRACTOR HAS THE RESPONSIBILITY OF FIELD VERIFYING ALL ITEMS PRIOR TO BID AND INCLUDE IN BID ALL AMOUNT REQUIRED
TO ACCOMMODATE EXISTING CONDITIONS.
SPRINKLER
SPRINKLER CONTRACTOR SHALL MODIFY EXISTING SPRINKLER SYSTEM TO ACCOMMODATE NEW CEILING LAYOUT SEE ARCH
DRAWINGS FOR AREAS OF WORK. MODIFICATIONS SHALL BE PER NFPA 13. PROVIDE SYSTEMS WITH ALL NECESSARY SUPPORTS,
ANCHORS, BRACING AND SUBMIT THE DESIGN TO ARCHITECT FOR REVIEW. COORDINATE NEW EQUIPMENT AND DEVICE
LOCATIONS WITH EXISTING BUILDING CONDITIONS. PREPARE COMPLETE FIRE PROTECTION SHOP DRAWINGS AND CALC'S AND
SUBMIT TO THE ARCHITECT AND AUTHORITIES HAVING JURISDICTION AND RECEIVE APPROVAL PRIOR TO WORK. CONTRACTOR
SHALL PROVIDE PIPING, VALVES, SPRINKLERS, HANGERS AND SUPPORTS FOR A COMPLETE INSTALLATION. VERIFY FINISHES WITH
ARCHITECT. COORDINATE WORK WITH ALL TRADES AND REQUIRED POWER WITH ELECTRICAL CONTRACTOR. COORDINATE
LOCATIONS OF FLOW AND TAMPER SWITCHES, AND SUPERVISORY CIRCUITS WITH THE FIRE ALARM CONTRACTOR. CONTRACTOR
SHALL BE RESPONSIBLE FOR ALL CUTTING/PATCHING. ALL EQUIPMENT SHALL BE UL LISTED OR FM APPROVED. THE DESIGN,
EQUIPMENT, INSTALLATION, TESTING AND MAINTENANCE OF THE FIRE SPRINKLER SYSTEM SHALL BE IN ACCORDANCE WITH THE
REQUIREMENTS IN THE LATEST EDITION OF THE FOLLOWING CODES/STANDARDS: NFPA NO. 13-FIRE SPRINKLER SYSTEMS, UL
LISTINGS, AND LOCAL AUTHORITY HAVING JURISDICTION
AIR CONDITIONING, HEATING AND VENTILATING
SCOPE:
WORK UNDER THIS SECTION INCLUDES FURNISHING ALL LABOR, MATERIALS AND EQUIPMENT NECESSARY FOR THE REMODELING,
INSTALLATION AND PLACING INTO OPERATION THE HEATING, VENTILATING AND AIR CONDITIONING WORK AS SPECIFIED HEREIN
AND INDICATED ON THE DRAWINGS.
VERIFICATION OF DIMENSIONS:
SCALED AND FIGURED DIMENSIONS ARE APPROXIMATE ONLY. BEFORE PROCEEDING WITH WORK, CAREFULLY CHECK AND VERIFY
AT THE SITE EQUIPMENT AND MATERIALS TOGETHER TO ENSURE THEY WILL FIT, CAREFULLY STUDY DRAWINGS AND PREMISES IN
ORDER TO DETERMINE BEST METHODS, EXACT LOCATIONS, ROUTES AND BUILDING OBSTRUCTIONS, PRESERVE HEADROOM, AND
KEEP OPENINGS AND PASSAGEWAYS CLEAR.
CUTTING AND PATCHING:
CUT EXISTING WORK AND PATCH AS NECESSARY TO PROPERLY INSTALL THE NEW WORK. AS THE WORK PROGRESSES, LEAVE
NECESSARY OPENINGS, HOLES, CHASES, ETC. IN THEIR CORRECT LOCATIONS. IF THE REQUIRED OPENINGS, HOLES, CHASES ETC.
ARE NOT IN THEIR CORRECT LOCATIONS, MAKE THE NECESSARY CORRECTIONS AT NO COST TO THE OWNER. AVOID EXCESSIVE
CUTTING AND DO NOT CUT STRUCTURAL MEMBERS WITHOUT CONSENT OF ARCHITECT/ENGINEER.
PATCH AROUND ALL OPENINGS TO MATCH EXISTING CONSTRUCTION.
DUCTWORK:
ALL DUCTWORK AND HANGER FABRICATION SHALL BE INSTALLED AS PER LATEST MECHANICAL CODE REQUIREMENTS AND
SMACNA MANUAL. DUCTWORK SHALL BE CONSTRUCTED OF NEW HOT-DIPPED GALVANIZED SHEET METAL ASTM A-120 FOR EACH
SIDE.
TURNING VANES SHALL BE INSTALLED IN ALL MITERED ELBOWS. TAPE ALL CROSS-JOINTS IN SHEET METAL DUCT WITH HARDCAST.
LOW PRESSURE TAKE-OFF FITTINGS SHALL BE STRAIGHT-SIDED HIGH EFFICIENCY WITH 2" ELEVATED LOCKING QUADRANT
DAMPER. BRANCH DUCT SERVING DIFFUSERS SHALL BE SAME SIZE AS NECK DIAMETER. (MIN)
EXTENSION OF EXISTING DUCTWORK SHALL BE MADE WITH SAME MATERIAL.
FLEXIBLE DUCT:
FLEXIBLE FIBROUS GLASS DUCT SHALL BE FACTORY FABRICATED ASSEMBLY, UL 181 LISTED, COMPOSED OF CLASS I AIR DUCT
MATERIAL COMPLYING WITH NFPA 90A AND 90B. FLEXIBLE DUCT WRAPPED WITH FLEXIBLE GLASS FIBER INSULATION, R-6 MINIMUM,
LINER TO BE CPE LINER BONDED TO HELIX SPRING WIRE. ENCLOSED BY REINFORCED METALIZED FILM VAPOR BARRIER, RATED
FOR MIN. 5000 FPM AND MIN. 10" POS (4-12 ID). ATTACHMENT SHALL BE WITH WORM DRIVE CLAMPS. LENGTH SHALL NOT EXCEED
6'-0".
MANUFACTURER: THERMAFLEX TYPE M-KE, FLEXMASTER 1M
DUCT INSULATION:(LINER AND WRAP)
ALL DUCT INSULATION INSIDE BUILDING SHALL BE R-6 MINIMUM AND MINIMUM R-8 FOR EXTERIOR DUCTWORK.
DUCT SIZES ON DRAWINGS ARE "CLEAR INSIDE." FOR LINED DUCTWORK.
ADHESIVE AND INSULATING MATERIALS SHALL HAVE COMPOSITE FIRE AND SMOKE HAZARD RATINGS MAXIMUM 25 FOR FLAME
SPREAD AND 50 FOR SMOKE DEVELOPED. ADHESIVES SHALL BE WATERPROOF.
ALL SUPPLY AND RETURN AIR DUCTS SHALL BE PROVIDED WITH THE MINIMUM REQUIRED INSULATION THICKNESS TO ACHIEVE
THE INSTALLED R-VALUES LISTED ABOVE.
DUCT LINER:
LINE THE FIRST 12' OF LOW PRESSURE SUPPLY AND RETURN RECTANGULAR DUCTS AFTER PACKAGED ROOFTOP UNITS
INTERNALLY WITH SEMI-RIGID GLASS FIBER INSULATION, 1 1/2 PCF DENSITY, R-6 MINIMUM, WITH EXPOSED INTERNAL SURFACE OF
A THICK, BLACK, FIRE RETARDANT COATING TO BIND FIBERS TIGHTLY AND PROVIDE A SMOOTH AIRFLOW SURFACE. LINER TO BE
RATED FOR 6000 FPM AIR VELOCITY. NRC MIN TO BE .85
MANUFACTURERS: JOHNS MANVILLE "LINACOUSTIC RC", CERTAINTEED "TOUGH GUARD R", KNAUF "ATMOSPHERE" OR OWENS
CORNING "QUIET R".
DUCT WRAP:
PROVIDE DUCTWRAP WITH VAPOR BARRIER ON ALL ROUND DUCTS. DUCT WRAP SHALL BE GLASS FIBER BLANKET INSULATION,
R-6 MINIMUM, WITH FACTORY APPLIED REINFORCED FLAME RETARDANT FOIL VAPOR BARRIER. PROVIDED THE MINIMUM
REQUIRED INSULATION THICKNESS TO ACHIEVE THE INSTALLED R-VALUES LISTED ABOVE. PROVIDE 1.5 PCF DENSITY (TYPE 150).
WRAP ALL FLEXIBLE CONNECTIONS AT MECHANICAL UNITS. WRAP INITIAL 12' OF EXHAUST DUCTS WITH 1.5 PCF DENSITY DUCT
WRAP.
MANUFACTURES: JOHNS MANVILLE "MICROLITE XG", CERTAINTEED "SOFT TOUCH", KNAUF "ATMOSPHERE" OR OWENS CORNING
"SOFT R".
GRILLES AND DIFFUSERS:
ACCEPTABLE MANUFACTURERS ARE TITUS, PRICE, NAILOR OR KRUEGER. ALL UNITS MUST BE FACTORY FINISHED WITH BORDER
TO MATCH CEILING STYLE. CONFIRM COLOR WITH ARCHITECT. REFER TO EQUIPMENT SCHEDULE FOR ADDITIONAL
REQUIREMENTS.
SMOKE DETECTORS:
SMOKE DETECTORS AND HVAC SHUTOFFS SHALL BE TESTED BY AN APPROVED TESTING AGENCY OR QUALIFIED THIRD PARTY
SPECIAL INSPECTOR. THE SPECIAL INSPECTOR/TESTING AGENCY SHALL BE AN INDEPENDENT THIRD PARTY INDIVIDUAL OR FIRM
AND SHALL NOT BE THE INSTALLING CONTRACTOR. IF A SPECIAL INSPECTION IS REQUIRED, A PROFESSIONAL ENGINEER SHALL
SUBMIT A FINAL SIGNED AND SEALED REPORT TO THE MECHANICAL INSPECTOR PRIOR TO CITY ISSUANCE OF FINAL INSPECTION
APPROVAL OR OCCUPANCY APPROVAL, INCLUDING CONDITIONAL OCCUPANCY APPROVAL PER 2018 IMC (606.1).
CONDENSATE PIPING:
CONDENSATE PIPING SHALL BE SLOPED TOWARD DRAIN AT A RATE OF 1/8" PER 12" OF RUN. CONTRACTOR SHALL COORDINATE
EQUIPMENT INSTALLATION TO ACHIEVE REQUIRED SLOPE. CONDENSATE DRAIN PIPING SHALL BE HARD TEMPER COPPER PIPE,
TYPE "DWV" FOR SIZES 2" AND LARGER, TYPE "M" FOR SIZES 1 1/2" AND SMALLER. FITTINGS SHALL BE CAST BRASS OR WROUGHT
COPPER IN LONG SWEEP DRAINAGE PATTERN FOR "DWV" PIPING, LONG RADIUS AND 45 DEGREE WYE PATTERN FOR TYPE "M"
PIPING.
ALL CONDENSATE PIPING SHALL BE INSULATED WITH 3/4" THICK FLEXIBLE ELASTOMERIC INSULATION. THERMAL CONDUCTIVITY AT
75°F. MAXIMUM 0.28 BTU/IN./SQ.FT./DEG. F/HR. AND MAXIMUM WATER VAPOR TRANSMISSION OF 0.1 PERMS.
IDENTIFICATION FOR HVAC PIPING AND EQUIPMENT:
CONTRACTOR SHALL PROVIDE IDENTIFICATION FOR HVAC EQUIPMENT. IDENTIFICATIONS SHALL INCLUDE EQUIPMENT LABELS
AND WARNING SIGNS. LOCATE EQUIPMENT LABELS WHERE ACCESSIBLE AND VISIBLE.
EQUIPMENT LABELS: SHALL BE PLASTIC, MULTILAYER, MULTICOLOR, FOR MECHANICAL ENGRAVING, 1/8 INCH THICK, AND HAVING
PREDRILLED HOLES FOR ATTACHMENT HARDWARE. LETTER COLOR TO BE WHITE. BACKGROUND COLOR TO BE BLACK. ABLE TO
WITHSTAND TEMPERATURES UP TO 160 DEG F. LENGTH AND WIDTH VARY FOR REQUIRED LABEL CONTENT, BUT NOT LESS THAN
2-1/2 BY 3/4 INCH. MINIMUM LETTER SIZE TO BE 1/4 INCH.
THE OBJECTIVE OF LABELING EQUIPMENT IS TO COORDINATE WITH DRAWINGS, INCLUDING PLANS, DETAILS, AND SCHEDULES.
INCLUDE EQUIPMENT'S DRAWING DESIGNATION OR UNIQUE EQUIPMENT NUMBER AS INDICATED ON PLANS, DETAILS, AND
SCHEDULES.
SYSTEM TESTING AND BALANCING:
THE CONTRACTOR SHALL INCLUDE IN HIS BID THE SERVICES OF AN TESTING AND BALANCING AGENCY. THE AGENCY SHALL BE
APPROVED BY THE OWNER AND ARCHITECT. THE TESTING AGENCY SHALL BE ONE WHICH SPECIALIZES IN THE BALANCING AND
TESTING OF HEATING, VENTILATION AND AIR CONDITIONING SYSTEMS TO BALANCE, ADJUST AND TEST EQUIPMENT AND AIR
DISTRIBUTING AND EXHAUSTING SYSTEMS, AND PIPING SYSTEMS AS HEREIN SPECIFIED. THE TESTING AND BALANCING
CONTRACTOR IS RESPONSIBLE FOR ALL AIR AND HYDRONIC SYSTEMS AS WELL AS TESTING AND VERIFICATION OF OPERATION OF
ALL THE DUCT SMOKE DETECTORS AND FIRE DAMPERS WITHIN THE SCOPE OF WORK. ALL WORK SHALL BE DONE UNDER DIRECT
SUPERVISION OF A REGISTERED PROFESSIONAL HEATING AND VENTILATING ENGINEER OR AABC OR NEBB CERTIFIED COMPANY.
A COPY OF THE AIR BALANCE REPORT SHALL BE PROVIDED TO THE ENGINEER OF RECORD, OWNERS REPRESENTATIVE AND THE
MECHANICAL INSPECTOR FOR FINAL INSPECTION APPROVAL.
GENERAL PROCEDURES FOR TESTING AND BALANCING SHALL BE IN ACCORDANCE TO THE PROCEDURES CONTAINED IN
ASHRAE 111, AND NEBB'S "PROCEDURAL STANDARDS FOR TESTING, ADJUSTING, AND BALANCING OF ENVIRONMENTAL SYSTEMS"
AND COMPLY WITH REQUIREMENTS IN ASHRAE 62.1-2007, SECTION 7.2.2, "AIR BALANCING."
TOLERANCES OF HVAC SYSTEM'S AIR FLOW RATES AND WATER FLOW RATES ARE AS FOLLOWS: SUPPLY, RETURN, AND EXHAUST
AIR SYSTEMS - PLUS OR MINUS 10 PERCENT. COOLING/HEATING-WATER FLOW RATES - MINUS 5 PERCENT.
THE TESTING AND BALANCING CONTRACTOR SHALL BE RESPONSIBLE FOR, DOCUMENT, AND PROVIDE A REPORT ON THE FINAL
OPERATION OF THE ENTIRE MECHANICAL SYSTEM. THIS INCLUDES THE TESTING AND BALANCING OF ALL AIR AND HYDRONIC
SYSTEMS, NOTIFYING/DOCUMENTING ANY AND ALL DISCREPANCIES BETWEEN INSTALLED CONDITIONS AND CONTRACT
DOCUMENTS/DRAWINGS, VERIFICATION OF CONTROLS AND OPERATION OF SEQUENCE OF OPERATIONS AS SET FORTH ON THE
MECHANICAL PLANS.
ALL REQUIRED SPECIAL INSPECTIONS TO BE SIGNED BY PROFESSIONAL ENGINEER RETAINED BY TEST AND BALANCE COMPANY.
IF ENERGY SYSTEMS DESIGN IS TO SIGN SPECIAL INSPECTION FORMS CONTACT FOR FEE.
APPROVED COMPANIES: TECHNICAL AIR BALANCE, ABLE BALANCE AZ, ARIZONA AIR BALANCE, PRECISION AIR, GTAB, SOUTHWEST
TEST AND BALANCE, SYSTEMS COMMISSIONING AND TESTING AND COMMERCIAL SYSTEM ANALYSIS.
DUCT STATIC PRESSURE CONSTRUCTION
DUCT SYSTEM
SUPPLY
RETURN
EXHAUST
LOCATION
DOWNSTREAM ROOFTOP
UNITS
UPSTREAM ROOFTOP
UNITS
CONNECTED TO
EXHAUST FANS
PRESSURE CLASS
(INCH. W.G.)
1.0
-1.0
-1.5
SEAL CLASS
A
B
B
DUCTS DESIGNED TO OPERATE AT A STATIC PRESSURE GREATER THAN 3.0" SHALL BE INSULATED AND
SEALED PER IECC. DUCTS SHALL BE LEAK-TESTED WITH A RATE OF AIR LEAKAGE (CL) NO GREATER THAN
4.0. NO LESS THAN 25% OF DUCTS SHALL BE TESTED TO ENSURE COMPLIANCE.
R
e
g
i
s
t
e
r
e
d
P
r
o
f
e
s
s
i
o
n
a
l
E
n
g
i
n
e
e
r
(
M
e
c
h
a
n
i
c
a
l
)
C
E
R
T
I
F
I
C
A
T
E
N
O
.
52328
JONATHON K.
PFANTZ
A
R
I
Z
O
N
A
U.
S.
A.
D
a
t
e
S
i
g
n
e
d
.
.
.
.
.
.
.
.
.
.
.
.
.
.
© 2021 Holly Street Studio, LLC
sheet number
project no.
date
phase
title
1319 E VanBuren St.
Phoenix, AZ 85006
o: 602.258.8555
hollystreetstudio.com
revisions
221065.100
JONATHON PFANTZ
12/09/22
12/9/2022 10:00:54 AM
M0.1
MECHANICAL
SPECIFICATIONS
CONSTRUCTION
DOCUMENTS
09 DEC 2022
GLENDALE DCRP C.C
ANNEX RENOVATION
5752 W Glenn Drive
Glendale, AZ 85301
202169.3
No.
Description
Date
T
T
T
T
T
T
T
T
T
T
T
T
1
2
3
4
5
6
7
8
Z.1
A
B
C
D
E
E.1
F
F.1
G
G.1
H
J
(TYP.)
1
(TYP.)
1
(TYP.)
1
(TYP.)
1
(TYP.)
1
(TYP.)
1
(TYP.)
1
(TYP.)
1
(TYP.)
1
(TYP.)
2
(TYP.)
2
(TYP.)
2
HP-7
HP-1
HP-8
HP-2
HP-7
HP-1
HP-8
HP-2
FCU-1
FCU-2
FCU-7
FCU-3
FCU-4
FCU-8
FCU-6
(E)FCU
1
(E)FCU
2
(E)FCU
7
(E)FCU
3
(E)FCU
4
(E)FCU
8
(E)CU
5
(E)CU
6
(E)FCU
5
FCU-5
NO DEMOLITION WORK THIS BUILDING EXCEPT RELOCATION
OF THERMOSTATS. RE-POSITION EXISTING SUPPLY
DIFFUSERS AND RETURN GRILLES IN CEILING GRID AS
REQUIRED. RE-BALANCE AIRFLOW TO VALUES SHOWN ON
NEW PLAN.
R
e
g
i
s
t
e
r
e
d
P
r
o
f
e
s
s
i
o
n
a
l
E
n
g
i
n
e
e
r
(
M
e
c
h
a
n
i
c
a
l
)
C
E
R
T
I
F
I
C
A
T
E
N
O
.
52328
JONATHON K.
PFANTZ
A
R
I
Z
O
N
A
U.
S.
A.
D
a
t
e
S
i
g
n
e
d
.
.
.
.
.
.
.
.
.
.
.
.
.
.
© 2021 Holly Street Studio, LLC
sheet number
project no.
date
phase
title
1319 E VanBuren St.
Phoenix, AZ 85006
o: 602.258.8555
hollystreetstudio.com
revisions
221065.100
JONATHON PFANTZ
12/09/22
12/9/2022 10:00:56 AM
M2.0
MECHANICAL
DEMO PLAN
CONSTRUCTION
DOCUMENTS
09 DEC 2022
GLENDALE DCRP C.C
ANNEX RENOVATION
5752 W Glenn Drive
Glendale, AZ 85301
202169.3
SCALE: 1/8" = 1'-0"
ANNEX - MECHANICAL FLOOR PLAN - DEMO
DEMO KEYED NOTES
1
EXISTING MECHANICAL EQUIPMENT, DUCTWORK
AND AIR TERMINALS SHOWN DASHED SHALL
REMAIN AS-IS (TYP.).
2
EXISTING THERMOSTAT TO REMAIN AS IS.
N
No.
Description
Date
T
T
T
T
T
T
T
T
T
T
T
T
1
2
3
4
5
6
7
8
Z.1
A
B
C
D
E
E.1
F
F.1
G
G.1
H
J
HP-1
HP-7
HP-2
HP-8
CFM
150
CFM
800
CFM
800
CFM
800
CFM
800
CFM
800
CFM
800
CFM
800
CFM
800
CFM
800
CFM
800
CFM
800
CFM
800
CFM
150
CFM
200
CFM
400
CFM
400
CFM
50
CFM
800
FCU-1
HP-7
HP-1
HP-8
HP-2
FCU-2
FCU-7
FCU-3
FCU-4
FCU-8
FCU-6
FCU-5
1
(E)FCU
1
(E)FCU
2
(E)FCU
7
(E)FCU
3
(E)FCU
4
(E)FCU
8
(E)CU
5
(E)CU
6
(E)FCU
5
CFM
800
CFM
800
CFM
800
CFM
450
CFM
450
CFM
50
CFM
100
CFM
200
CFM
1,300
CFM
800
CFM
600
CFM
600
CFM
500
CFM
500
CFM
300
CFM
225
CFM
225
CFM
250
CFM
350
CFM
350
CFM
350
CFM
350
CFM
50
CFM
200
CFM
200
CFM
250
CFM
250
CFM
100
Banquet
17
Banquet
18
Corridor
16
Lobby
01
Storage
19
Storage
20
Office
21
Men
24
Vestibule
22
Women
23
Women
04
Men
05
Storage
28
Office
06
Break-out
07
Meeting Room
27
Meeting Room
26
Storage
25
Conference
08
Internet
09
Break-out
10-11
Food Serv / Office
12
Janitor
13
Supply
14
Fire Riser
15
Vestibule
03
RE-BALANCE ALL SUPPLY DIFFUSERS TO AIRFLOW
INDICATED.
BUILDING OCCUPANCY CLASSIFICATION UNCHANGED - NO
RE-BALANCE OF OUTDOOR AIRFLOW RATES REQUIRED.
R
e
g
i
s
t
e
r
e
d
P
r
o
f
e
s
s
i
o
n
a
l
E
n
g
i
n
e
e
r
(
M
e
c
h
a
n
i
c
a
l
)
C
E
R
T
I
F
I
C
A
T
E
N
O
.
52328
JONATHON K.
PFANTZ
A
R
I
Z
O
N
A
U.
S.
A.
D
a
t
e
S
i
g
n
e
d
.
.
.
.
.
.
.
.
.
.
.
.
.
.
© 2021 Holly Street Studio, LLC
sheet number
project no.
date
phase
title
1319 E VanBuren St.
Phoenix, AZ 85006
o: 602.258.8555
hollystreetstudio.com
revisions
221065.100
JONATHON PFANTZ
12/09/22
12/9/2022 10:00:58 AM
M3.0
MECHANICAL
FLOOR PLAN
CONSTRUCTION
DOCUMENTS
09 DEC 2022
GLENDALE DCRP C.C
ANNEX RENOVATION
5752 W Glenn Drive
Glendale, AZ 85301
202169.3
N
KEYED NOTES
1
RELOCATE EXISTING THERMOSTAT TO LOCATION
SHOWN. EXTEND NEW PLENUM RATED CONTROL
WIRING BACK TO UNIT, PROVIDE CONDUIT FOR ALL
HVAC CONTROL WIRE WHERE EXPOSED. PROVIDE
INSULATED BACKING ON ALL THERMOSTATS
MOUNTED ON EXTERIOR WALLS. COORDINATE
FINAL LOCATION OF THERMOSTATS WITH
ARCHITECT PRIOR TO INSTALLATION (TYP).
SCALE: 1/8" = 1'-0"
ANNEX - MECHANICAL FLOOR PLAN
No.
Description
Date
ENERGY SYSTEMS DESIGN
www.esdengineers.com
Design Contact:
Project #
5910 Courtyard Drive
Suite 100
Austin TX 78731
P: 512.721.1099
221065
SAM BUHR
© 2021 Holly Street Studio, LLC
sheet number
project no.
date
phase
title
1319 E VanBuren St.
Phoenix, AZ 85006
o: 602.258.8555
hollystreetstudio.com
revisions
CONSTRUCTION
DOCUMENTS
09 DEC 2022
GLENDALE DCRP C.C
ANNEX RENOVATION
5752 W Glenn Drive
Glendale, AZ 85301
202169.3
No.
Description
Date
E0.0
SYMBOLS,
ABBREVIATIONS,
AND GENERAL
NOTES
ENERGY SYSTEMS DESIGN
www.esdengineers.com
Design Contact:
Project #
5910 Courtyard Drive
Suite 100
Austin TX 78731
P: 512.721.1099
221065
SAM BUHR
© 2021 Holly Street Studio, LLC
sheet number
project no.
date
phase
title
1319 E VanBuren St.
Phoenix, AZ 85006
o: 602.258.8555
hollystreetstudio.com
revisions
CONSTRUCTION
DOCUMENTS
09 DEC 2022
GLENDALE DCRP C.C
ANNEX RENOVATION
5752 W Glenn Drive
Glendale, AZ 85301
202169.3
No.
Description
Date
E0.1
SPECIFICATIONS
UP
ENERGY SYSTEMS DESIGN
www.esdengineers.com
Design Contact:
Project #
5910 Courtyard Drive
Suite 100
Austin TX 78731
P: 512.721.1099
221065
SAM BUHR
© 2021 Holly Street Studio, LLC
sheet number
project no.
date
phase
title
1319 E VanBuren St.
Phoenix, AZ 85006
o: 602.258.8555
hollystreetstudio.com
revisions
CONSTRUCTION
DOCUMENTS
09 DEC 2022
GLENDALE DCRP C.C
ANNEX RENOVATION
5752 W Glenn Drive
Glendale, AZ 85301
202169.3
No.
Description
Date
E1.0
EXISTING
POWER PLAN -
ANNEX
UP
ENERGY SYSTEMS DESIGN
www.esdengineers.com
Design Contact:
Project #
5910 Courtyard Drive
Suite 100
Austin TX 78731
P: 512.721.1099
221065
SAM BUHR
© 2021 Holly Street Studio, LLC
sheet number
project no.
date
phase
title
1319 E VanBuren St.
Phoenix, AZ 85006
o: 602.258.8555
hollystreetstudio.com
revisions
CONSTRUCTION
DOCUMENTS
09 DEC 2022
GLENDALE DCRP C.C
ANNEX RENOVATION
5752 W Glenn Drive
Glendale, AZ 85301
202169.3
No.
Description
Date
E2.0
POWER PLAN -
ANNEX
C
ENERGY SYSTEMS DESIGN
www.esdengineers.com
Design Contact:
Project #
5910 Courtyard Drive
Suite 100
Austin TX 78731
P: 512.721.1099
221065
SAM BUHR
© 2021 Holly Street Studio, LLC
sheet number
project no.
date
phase
title
1319 E VanBuren St.
Phoenix, AZ 85006
o: 602.258.8555
hollystreetstudio.com
revisions
CONSTRUCTION
DOCUMENTS
09 DEC 2022
GLENDALE DCRP C.C
ANNEX RENOVATION
5752 W Glenn Drive
Glendale, AZ 85301
202169.3
No.
Description
Date
E5.0
ONE-LINE
DIAGRAM
ENERGY SYSTEMS DESIGN
www.esdengineers.com
Design Contact:
Project #
5910 Courtyard Drive
Suite 100
Austin TX 78731
P: 512.721.1099
221065
SAM BUHR
© 2021 Holly Street Studio, LLC
sheet number
project no.
date
phase
title
1319 E VanBuren St.
Phoenix, AZ 85006
o: 602.258.8555
hollystreetstudio.com
revisions
CONSTRUCTION
DOCUMENTS
09 DEC 2022
GLENDALE DCRP C.C
ANNEX RENOVATION
5752 W Glenn Drive
Glendale, AZ 85301
202169.3
No.
Description
Date
E5.1
PANEL
SCHEDULES
City of Glendale Standard Form Agreement Between Owner and CM@Risk (April 15, 2022)
EXHIBIT F
Statement of All Clarifications and Assumptions (if any)
(6 pages - To be Incorporated by Amendment)
THIS EXHIBIT COVER PAGE IS FOR REFERENCE ONLY AT TIME OF MAIN
AGREEMENT. THE ACTUAL DOCUMENT WILL BE ATTACHED VIA AMENDMENT
AT TIME OF GMP. THIS EXHIBIT SHOULD ALSO INCLUDE THE CM@RISK’S
HOURLY RATES AND BURDEN CALCULATIONS]
Glendale City Hall Bead & Annex - TI
January 18th, 2022 Exhibit B – Assumptions & Clarifications
City of Glendale
Bead & Annex – Tenant Improvement
c/o Glendale City Hall
5752 W. Glenn Drive
Glendale, AZ 85301
EXHIBIT B
Assumptions & Clarifications
Guaranteed Maximum Price
January 18th, 2022
DIVISION 00 – PROCUREMENT & CONTRACTING REQUIREMENTS
1. COVID Procedures:
a.
Okland will work to comply with all CDC / Government guidelines regarding COVID procedures.
b. Okland encourages vaccination but does not currently mandate that those on this project be
vaccinated. Okland assumes that this project does not require that those working on it be
vaccinated.
c.
If procedures or testing requirements are enforced by CDC, Governing Authority—this would
include the enforcement of the CMS rule issued on November 4, 2021–Okland reserves the right to
modify contract and pass on terms and/or costs of those requirements.
2. This Exhibit after acceptance by owner, with and including this set of documents, is to supplement or change
previous documents.
3. This project is to be completed under the CMAR (Construction Manager at Risk) system and that all pricing
presented in this project is in Guaranteed Maximum Price (GMP) with 100% of savings being returned to
owner.
4. GMP includes a standard two-year warranty, unless within the specifications extended warranties are
specified. If extended warranty is requested, it is only a manufacture standard material warranty and will be
included with close-out documents.
a.
Labor for extended warranties is not included.
5. This project is not subject to any wage determinations.
6. No LEED™ or Green Build Certifications are included.
7. “Unit Prices”.
a.
Unit prices are hard costs and do not include mark-ups (if applicable).
8. Rates include burden and labor taxes as required by law.
9. Rental rates for equipment will be based on current market rental rates.
10. This proposal is based on standard colors if none specified.
11. The following costs are included in the GMP and will be charged to the project at the fixed rates listed:
a.
Builders Risk Insurance
0.30% of GMP
b. Payment & Performance Bond
0.90% of GMP
c.
Subcontractor Default Insurance
1.25% of GMP
d. Contractors Insurance
0.30% of GMP
e. Contractor Fee
5.50% of GMP
f.
Tax (Break-out Below)
5.98% of GMP
g.
Owner Contingency
10.00% of GMP
h. Construction Contingency
4.00% of GMP
i.
Design Contingency
None Included
Glendale City Hall Bead & Annex - TI
January 18th, 2022 Exhibit B – Assumptions & Clarifications
12. Exhibits:
a.
Exhibit A – GMP Detail
b. Exhibit B – Assumptions & Clarifications – This Document
c.
Exhibit C – Schedule
d. Exhibit D - Labor Rates & Equipment Rates
e. Exhibit E – Drawing Log
Permits / Fees and Code Review:
1. The GMP does not include the cost of any permits or fees.
2. Permits and required city inspection are to be paid for by Owner.
3. No development fees, utility surcharges, connection fees or other utility infrastructure costs are included.
4. All fees associated with the utility tie-ins are by Owner.
Temporary Facilities and Utilities:
1. Temporary Power for work is included.
2. Dust control with SWPPP will be limited to areas disturbed by Okland construction activities.
3. No costs were included for LEED™ Certification or other “Green Building Certifications”.
Owner Provided Items (Costs not Included in the GMP):
1. The following items are not included:
a.
3rd-Party Inspection Fees
b. All permits, impact fees, connection fees, special use permits, etc.
c.
Architect, Engineer, and other Consultant submittal re-review fees.
d. Design fees (Architectural fees, consultant fees, etc.).
e. Direct Costs associated with APS/SRP, Century Link and Southwest Gas (if applicable)
f.
Commissioning agent, testing & special inspections, and other related items.
g.
All inspections including special inspections, fire marshal, or private utility.
h. Water meters (if applicable) and sewer connection fees (if applicable).
i. All Water & Sewer Development Fees.
i.
All utility public inspections, fees (including design / hook-up) or other items required by public
utility provider.
j.
Development Impact Fees.
k.
Environmental studies & reports and hazardous material containment & removal.
l.
Geo-technical / material testing (if applicable).
m. Archaeological inspections.
n. Environmental studies and reports.
o. ALTA Survey / Construction Easements.
p. Artwork, statue, and pictures.
q. Telephone / Data terminations, etc.
r.
Low Voltage including and not limited to data drops, racks, head ends, termination plates, cable
trays, “J” hooks, etc.
s.
Security System including but limited to cameras, cable drops, computers, monitors, monitoring
system, etc.
t.
All furniture / furnishings/System Furniture.
i. All interior furniture: sofas, furniture, desks, chairs, tables, shelves, trash receptacles,
recycle bins, etc.
u. All equipment:
i. Server equipment, racks, switches, individual ups / batteries, etc.
ii. Programming of security or other special systems.
iii. Phones and fax machines.
iv. Computers, monitors, copiers, coin machines, fax machines, keyboards, mouse.
v. Vending equipment & ATM machines.
vi. All audio-visual equipment, projectors, TV’s, VCR/DVD players, etc.
v.
Site Amenities such as trash bins, trash compactors, recycle bins, tables, chairs, sofas, umbrellas,
etc. are FF&E. Including FF&E install.
w. Final Keying
Glendale City Hall Bead & Annex - TI
January 18th, 2022 Exhibit B – Assumptions & Clarifications
Construction Contingency:
1. Okland has included a Construction Contingency as noted in the GMP (see Exhibit D). Okland Construction
is in accordance with Paragraph 7.11 of the Owner/Contractor agreement. Some examples of items Okland
Construction can request for contingency use are listed below:
a.
Solve any contractual/buyout issues with subcontractors.
b. Accelerate construction schedule as needed.
c.
Solve construction issues in field as they present themselves.
d. To resolve weather conditions and other impacts that negatively affects the execution of the work.
e. Payment of deductibles or repair to any damage caused by forces outside of the control of the
contractor (such as for weather, vandalism or system failures.)
f.
Significant changes in the commodity market supply, escalation, or inflation.
g.
Repair/Replacement of damaged work (in accordance with the Owner/Contractor agreement).
h. RFI answers that have cost impacts.
i.
The use of contingency will be consulted with the owner and approval given prior to use of
contingency funds.
Allowances:
1. Okland has included allowances as noted in the GMP (see Exhibit D). The following item was a late add from
the architect and is carried as an allowance until we receive design document in which we will bid out and
price accordingly:
a.
Allowance for Secure Counting at Annex at a total of $56,050. Faulkbuilts cost for their scope of
work is $37,200 of the above amount. This leaves $18,850 of allowance towards additional framing,
drywall, painting, low voltage, data, security, electrical, conduit/pathway, door and frame.
DIVISION 01 – GENERAL REQUIREMENTS
1. GMP is based on standard terms as agreed to per Okland’s Contract.
2. Bead Scope:
a.
In General, Bead scope includes total interior renovation of the existing building with new finishes,
updated HVAC, Updated Electrical, and adding new exterior window.
3. Annex Scope:
a.
In General, Annex scope is to add electrical and data drops to existing building that is to remain as
constructed.
4. GMP documents did not include stand alone specifications. All keynotes and information on drawings is basis
of estimate.
5. The drawings are complete, however if there was any minor scope gaps that needed to be filled, we did so
based on our experiences as industry professionals.
DIVISION 02 – EXISTING CONDITIONS
1. Not Applicable.
DIVISION 03 – CONCRETE
1. Patching was included as required for new work.
2. 10 Hours carried in the GMP associated with diamond grinding of site sidewalk per keynote 18 on A1.0.
DIVISION 04 - MASONRY
1. No fire rated masonry included.
2. No flashings or other accessories as specified for exterior applications were included.
3. Stem brick wall for backflow preventer per standard detail G-670 as mentioned by keynote 79 on Sheet C.1
is carried as a 4” jumbo brick to match existing building.
4. No masonry work included in the Annex.
DIVISION 05 – METALS
1. No welding.
Glendale City Hall Bead & Annex - TI
January 18th, 2022 Exhibit B – Assumptions & Clarifications
2. No deferred engineering is included.
3. No Galvanized steel included.
4. All steel is non-painted / primed.
5. AISC fabrication and erection are not included.
6. No steel work included in the Annex.
DIVISION 06 – WOOD, PLASTICS, AND COMPOSITES
1. Miscellaneous Rough Carpentry:
a.
Non-Rated walls or assemblies will have non-rated material or backing installed.
b. Fire-retardant backing is only included were required by code.
2. Plastic-Laminate-Faced Architectural Cabinets & Lockers:
a.
“Apple Ply” is not available in the sizes required for this project, the face provided is currently carried
as Birch.
b. AWI premium costs were not included; based on details as shown.
c.
No glazing was included at casework for shelves, doors, etc.
d. Plastic laminate will be from manufactures full standard, non-premium lines.
e. No fire ratings were included for casework substrates or laminates.
f.
No locks, unless specifically shown on the drawings were included.
g.
No casework included in the Annex.
DIVISION 07 – THERMAL & MOISTURE PROTECTION
1. Thermal Insulation
a.
No spray foam insulation was included; included all as Batt.
b. No mineral wool insulation is included at wall cavities; included as fiberglass insulation.
c.
Insulation is bid as unfaced batts in all walls; no mineral fiber insulation is included.
d. No insulation work included in the Annex.
2. Joint Sealants
a.
No Pick-Proof Caulking included.
b. Standard colors included.
c.
No custom or premium colors were included.
d. No sealant work included in the Annex.
3. Roofing
a.
Roofing is included to be existing to remain in place. GMP includes patching as required for new
mechanical/electrical penetrations.
b. No roof work included in the Annex.
DIVISION 08 – OPENINGS
1. Hollow Metal Doors and Frames:
a.
No STC upgrades were included.
b. No extra heavy-duty frames included.
c.
No work was included for doors at the Annex.
2. Access Doors & Frames:
a.
Panels were included as flush metal in walls.
3. Door Hardware:
a.
Final Keying is by owner.
4. Exterior Glazing:
a.
Exterior Opening 10’ x 9’ provided as the following:
i. AG451 2x4.5 storefront framing.
ii. Dark Bronze Anodized, 1” Insulated Bronze SB60 Glazing.
b. Auto Operator at Existing Lobby Door carried as Stanley-Magic Force
i. Dark Bronze Finish.
ii. Wireless push button on exterior bollard.
c.
Excludes 1/4" glazing per 8.004 remark - NOT recommended for size shown and butt joint conditions
per GANA rules and mfgs' deflection comments.
d. No New Glazing at the Annex.
5. Interior Glazing:
Glendale City Hall Bead & Annex - TI
January 18th, 2022 Exhibit B – Assumptions & Clarifications
a.
See division 12 Below.
DIVISION 09 – FINISHES
1. Gypsum Board Shaft Wall Assemblies
a.
Annex includes patchwork as required per new electrical drawings. No new walls carried.
2. Gypsum Board
a.
No impact resistant drywall was included; none shown.
b. No STC or code review of wall types included; or testing. Assumed wall types as shown.
c.
No acoustically enhanced drywall was included.
d. No radius corners, round shapes were indicated on drawings.
e. No Level 5 drywall was included; none indicated on drawings. Level 4 drywall is currently carried as
basis of GMP.
3. Tiling
a.
No Attic Stock included for Ceramic Tile per it not being listed in specifications.
b. No new tile at the Annex.
4. Acoustical Panel Ceilings
a.
Armstrong 2” Axiom Trim provided as no spec provided.
b. Annex includes repair and replacement of ACT ceiling as required per new electrical shown. No new
ceiling carried.
5. Flooring
a.
No exceptions taken.
b. Annex includes repair and replacement of carpet flooring in the Banquet room, including the
removal and scraping of existing floor and install of new carpet that matches what was existing.
c.
We are not matching the existing, we will be using carpet squared to compliment existing carpeting.
6. Interior Painting
a.
Painting exposed ceilings same color as walls, no cutlines, or detailing at protrusions at walls.
b. Painting of exterior HM doors and frames is included.
c.
Paint exterior EIFS @ patch around new window
d. Paint Exposed Ceilings; Includes exposed Utilities at Scrim and Wood Truss.
DIVISION 10 – SPECIALTIES
1. Stainless-Steel Toilet Compartments
a.
No exceptions taken.
2. Wall and Door Protection
a.
No corner guards are included; none indicated on drawings.
3. Fire Protection Specialties
a.
No exceptions taken.
4. All exterior signage excluded from the GMP, other than code compliant.
5. No new accessories at the Annex.
DIVISION 11 – SYSTEM FURNITURE
1. Faulk Walls and Doors included as the base bid for the interior DIRTT wall types.
a.
(2) framed glass sliding doors at offices carried with lockable hardware.
b. (1) framed glass sliding doors at conference rooms carried with non-lockable hardware.
c.
Glass walls carried as 2 ½” Kai.
d. Frame finish carried as powder coat black.
e. Cladding carried as Falkskin Gr 1
2. No system furniture carried at the Annex.
DIVISION 12 – WINDOW TREATMENT
1. Roller Window Shades
a.
Type: Manual Mecho Roller Shades provided as specification do not call for manufacturer.
b. Fabric: SoHo Series 1%, 3%, or 5% openness in one standard color
c.
No window shades carried in the Annex.
Glendale City Hall Bead & Annex - TI
January 18th, 2022 Exhibit B – Assumptions & Clarifications
DIVISION 21 – FIRE SUPPRESSION
1. Water Based Fire Suppression System
a.
No vibration controls were included; not typical for construction type.
b. No custom color sprinkler heads were included.
c.
All heads in exposed ceiling areas are up-turned heads.
d. No seismic requirements were included.
e. No fire suppression scope carried in the Annex.
f.
Slurry seal pavement 2’ off of each side of trench for new fire line. Required by City of Glendale.
DIVISION 22 – PLUMBING
1. No seismic requirements were included.
2. No plumbing scope included in the Annex.
DIVISION 23 – HEATING, VENTILATING & AIR CONDITIONING
1. No seismic requirements were included.
2. Testing and balancing is by owner; (GC only coordinates).
3. No HVAC scope included in the Annex.
DIVISION 26 – ELECTRICAL
1. No seismic requirements were included.
2. Bead and Annex include added power, data, security, and pathway associated as required per electrical
drawings.
DIVISION 27 – COMMUNICATIONS
1. Low Voltage
a.
All low voltage cabling is excluded. Only pathway is provided.
2. Code compliant fire alarm system is included.
a.
Fire alarm is included in conduit as per City Standards.
3. All Division 27 Scope is not included in the Annex.
End of Clarification
City of Glendale Standard Form Agreement Between Owner and CM@Risk (April 15, 2022)
EXHIBIT G
Schedule of Major Milestones
(4 pages - To be Incorporated by Amendment)
[THIS EXHIBIT COVER PAGE IS FOR REFERENCE ONLY AT TIME OF MAIN
AGREEMENT. THE ACTUAL DOCUMENT WILL BE ATTACHED VIA AMENDMENT
AT TIME OF GMP.]
Acvity ID
Acvity Name
Rem
Dur
Start
Finish
Total
Float
Glendale Downtown
Glendale Downtown Bead Museum and Annex TIs
Glendale Downtown Bead Museum and Annex TIs
Glendale Downtown Bead Museum and Annex TIs
Glendale Downtown Bead Museum and Annex TIs
Glendale Downtown Bead Museum and Annex TIs
Glendale Downtown B
Glendale Downtown Bead Museum and Annex TIs
Glendale Downtown Bead Museum and Annex TIs
Glendale Downtown Bead Museum and Annex TIs
Glendale Downtown Bead Museum and Annex TIs
Glendale Downtown Bead Museum and Annex TIs
SUMMARY & MILESTONES
SUMMARY & MILESTONES
SUMMARY & MILESTONES
SUMMARY & MILESTONES
SUMMARY & MILESTONES
SUMMARY & MILESTONES
21-0087-M1000
Design & Pre-Construcon <Glendale Downtown Museum and Annex TI>
20
01-Aug-22 A
14-Feb-23
0
21-0087-M1020
Start of Construcon
0
15-Feb-23*
129
21-0087-M1010
Construcon <Glendale Downtown Museum and Annex TI>
100
15-Feb-23
07-Jul-23
24
21-0087-M1060
Compleon of Annex (Target: )
0
27-Jun-23
31
21-0087-M1030
Project Substanal Compleon (Target: ) <Glendale Downtown Museum and Annex TI>
0
07-Jul-23
24
21-0087-M1050
Compleon of Bead Museum (Target: )
0
07-Jul-23
24
21-0087-M1040
Final Compleon <Glendale Downtown Museum and Annex TI>
5
11-Aug-23
17-Aug-23
0
PRE-CONSTRUCTION
PRE-CONSTRUCTION
PRE-CONSTRUCTION
PRE-CONSTRUCTION
PRE-CONSTRUCTION
PRE-CONSTRUCTION
Design/Permitting/Contracts
Design/Permitting/Contracts
Design/Permitting/Contracts
Design/Permitting/Contracts
Design/Permitting/Contracts
Design/Permitting/Contracts
Design
Design
Design
Design
Design
Design
21-0087-D1000
Schemac Design <Design>
0
01-Aug-22 A
16-Sep-22 A
21-0087-D1010
Construcon Documents <Design>
0
19-Sep-22 A
12-Dec-22 A
GMP
GMP
GMP
GMP
GMP
GMP
21-0087-D1020
At-Risk Release of Trades
0
22-Nov-22 A
22-Nov-22 A
21-0087-D1050
GMP Development <GMP>
0
14-Dec-22 A
20-Dec-22 A
21-0087-D1060
Trade Bids <GMP>
0
14-Dec-22 A
20-Dec-22 A
21-0087-D1070
Owner Review of GMP <GMP>
20
21-Dec-22 A
14-Feb-23
0
21-0087-D1080
Early Release of Trades <GMP>
5
18-Jan-23*
24-Jan-23
144
21-0087-D1110
Council Approval of GMP <GMP>
1
14-Feb-23
14-Feb-23
0
21-0087-D1100
NTP <GMP>
0
15-Feb-23
0
Permitting
Permitting
Permitting
Permitting
Permitting
Permitting
21-0087-D1030
Submit For Permit <Permi=ng>
0
12-Dec-22 A
12-Dec-22 A
21-0087-D1040
Permit Review Process <Permi=ng>
3
12-Dec-22 A
20-Jan-23
17
21-0087-D1090
Permit Issued <Permi=ng>
1
20-Jan-23
20-Jan-23
17
PROCUREMENT
PROCUREMENT
PROCUREMENT
PROCUREMENT
PROCUREMENT
PROCUREMENT
AHUs
AHUs
AHUs
AHUs
AHUs
AHUs
21-0087-P1000
Submi>als <AHUs>
0
22-Nov-22 A
21-Dec-22 A
21-0087-P1010
A/E Approval <AHUs>
0
22-Dec-22 A
13-Jan-23 A
21-0087-P1020
Fabricaon & Delivery <AHUs>
102
16-Jan-23 A
12-Jun-23
24
CONSTRUCTION
CONSTRUCTION
CONSTRUCTION
CONSTRUCTION
CONSTRUCTION
CONSTRUCTION
BEAD MUSEUEM
BEAD MUSEUEM
BEAD MUSEUEM
BEAD MUSEUEM
BEAD MUSEUEM
BEAD MUSEUEM
Make Ready - BEAD
Make Ready - BEAD
Make Ready - BEAD
Make Ready - BEAD
Make Ready - BEAD
Make Ready - BEAD
21-0087-BEAD-C1010
Demo/ Make Safe <BEAD>
2
15-Feb-23
16-Feb-23
0
21-0087-BEAD-C1030
Sawcut Restrooms <BEAD>
5
17-Feb-23
24-Feb-23
0
21-0087-BEAD-C1090
Sawcut Exteriors <BEAD>
5
27-Feb-23
03-Mar-23
28
21-0087-BEAD-C1100
UG MEP Restrooms <BEAD>
5
27-Feb-23
03-Mar-23
0
21-0087-BEAD-C1130
Pour Back Concrete Restrooms <BEAD>
3
06-Mar-23
08-Mar-23
0
21-0087-BEAD-C1140
Install Glazing in Exterior <BEAD>
5
06-Mar-23
10-Mar-23
28
Interiors - BEAD
Interiors - BEAD
Interiors - BEAD
Interiors - BEAD
Interiors - BEAD
Interiors - BEAD
ROUGH-IN - BEAD
ROUGH-IN - BEAD
ROUGH-IN - BEAD
ROUGH-IN - BEAD
ROUGH-IN - BEAD
ROUGH-IN - BEAD
Rough - In North - BEAD
Rough - In North - BEAD
Rough - In North - BEAD
Rough - In North - BEAD
Rough - In North - BEAD
Rough - In North - BEAD
21-0087-BEAD-C1020
Wall Layout <Rough-In - North> <BEAD>
2
17-Feb-23
21-Feb-23
6
21-0087-BEAD-C1050
OH Fire Sprinkler <Rough-In - North> <BEAD>
3
22-Feb-23
24-Feb-23
6
21-0087-BEAD-C1060
Wall Framing <Rough-In - North> <BEAD>
3
22-Feb-23
24-Feb-23
6
21-0087-BEAD-C1080
OH Main Duct <Rough-In - North> <BEAD>
5
27-Feb-23
03-Mar-23
6
21-0087-BEAD-C1110
In-Wall Plumbing <Rough-In - North> <BEAD>
5
01-Mar-23
07-Mar-23
16
21-0087-BEAD-C1120
OH Branch Duct & Pressure Test <Rough-In - North> <BEAD>
5
06-Mar-23
10-Mar-23
6
21-0087-BEAD-C1160
In-Wall Electrical <Rough-In - North> <BEAD>
5
08-Mar-23
14-Mar-23
16
21-0087-BEAD-C1180
OH Electrical Mains <Rough-In - North> <BEAD>
3
13-Mar-23
15-Mar-23
6
August
S
October
N
December
January
February
March
April
May
June
July
August
S
October
N
2023
Design & Pre-Construcon <Glendale Downtown Museum and Annex TI>
Start of Construcon
Construcon <Glendale Downtown Museum and Anne
Compleon of Annex (Target: )
Project Substanal Compleon (Target: ) <Glendale Dow
Compleon of Bead Museum (Target: )
Final Compleon <Glendale Downtow
Schemac Design <Design>
Construcon Documents <Design>
At-Risk Release of Trades
GMP Development <GMP>
Trade Bids <GMP>
Owner Review of GMP <GMP>
Early Release of Trades <GMP>
Council Approval of GMP <GMP>
NTP <GMP>
Submit For Permit <Permi=ng>
Permit Review Process <Permi=ng>
Permit Issued <Permi=ng>
Submi>als <AHUs>
A/E Approval <AHUs>
Fabricaon & Delivery <AHUs>
Demo/ Make Safe <BEAD>
Sawcut Restrooms <BEAD>
Sawcut Exteriors <BEAD>
UG MEP Restrooms <BEAD>
Pour Back Concrete Restrooms <BEAD>
Install Glazing in Exterior <BEAD>
Wall Layout <Rough-In - North> <BEAD>
OH Fire Sprinkler <Rough-In - North> <BEAD>
Wall Framing <Rough-In - North> <BEAD>
OH Main Duct <Rough-In - North> <BEAD>
In-Wall Plumbing <Rough-In - North> <BEAD>
OH Branch Duct & Pressure Test <Rough-In - North> <BEAD>
In-Wall Electrical <Rough-In - North> <BEAD>
OH Electrical Mains <Rough-In - North> <BEAD>
Actual Work
Remaining Work
Critical Remaining Work
Milestone
Current Milestone
Actual Level of Effort
Remaining Level of Effort
This schedule reflects
current planning. Okland
reserves the right to revise
it as it deems necessary.
Glendale Downtown Bead Museum and Annex TIs
21-0087-TIs - Construction Schedule
Run Date: 18-Jan-23
Data Date: 18-Jan-23
Page 1 of 4 Pages
TASK filter: All Activities
Acvity ID
Acvity Name
Rem
Dur
Start
Finish
Total
Float
21-0087-BEAD-C1210
Wall Closure / One Side <Rough-In - North> <BEAD>
5
15-Mar-23
21-Mar-23
16
21-0087-BEAD-C1220
OH Branch Lighng, F/A, & Data Conduit <Rough-In - North> <BEAD>
5
16-Mar-23
22-Mar-23
6
21-0087-BEAD-C1250
Insulaon / Two Side <Rough-In - North> <BEAD>
5
22-Mar-23
28-Mar-23
16
21-0087-BEAD-C1260
Hardlid Framing <Rough-In - North> <BEAD>
2
23-Mar-23
24-Mar-23
6
21-0087-BEAD-C1270
Soffit Electrical <Rough-In - North> <BEAD>
2
27-Mar-23
28-Mar-23
6
21-0087-BEAD-C1300
Tape and Texture Drywall <Rough-In - North> <BEAD>
5
29-Mar-23
04-Apr-23
16
21-0087-BEAD-C1310
Soffit Mechanical <Rough-In - North> <BEAD>
2
29-Mar-23
30-Mar-23
6
21-0087-BEAD-C1330
Hardlid Drywall <Rough-In - North> <BEAD>
2
31-Mar-23
03-Apr-23
6
21-0087-BEAD-C1340
Hardlid Tape and Texture <Rough-In - North> <BEAD>
4
04-Apr-23
07-Apr-23
6
21-0087-BEAD-C1360
Paint <Rough-In - North> <BEAD>
5
05-Apr-23
11-Apr-23
21
Rough - In South - BEAD
Rough - In South - BEAD
Rough - In South - BEAD
Rough - In South - BEAD
Rough - In South - BEAD
Rough - In South - BEAD
21-0087-BEAD-C1040
Wall Layout <Rough-In - South> <BEAD>
2
22-Feb-23
23-Feb-23
9
21-0087-BEAD-C1070
Wall Framing <Rough-In - South> <BEAD>
3
27-Feb-23
01-Mar-23
18
21-0087-BEAD-C1150
In-Wall Plumbing <Rough-In - South> <BEAD>
5
08-Mar-23
14-Mar-23
16
21-0087-BEAD-C1170
OH Fire Sprinkler <Rough-In - South> <BEAD>
3
09-Mar-23
13-Mar-23
0
21-0087-BEAD-C1190
OH Main Duct <Rough-In - South> <BEAD>
5
14-Mar-23
20-Mar-23
0
21-0087-BEAD-C1200
In-Wall Electrical <Rough-In - South> <BEAD>
5
15-Mar-23
21-Mar-23
16
21-0087-BEAD-C1230
OH Branch Duct & Pressure Test <Rough-In - South> <BEAD>
5
21-Mar-23
27-Mar-23
0
21-0087-BEAD-C1240
Wall Closure / One Side <Rough-In - South> <BEAD>
5
22-Mar-23
28-Mar-23
16
21-0087-BEAD-C1280
OH Electrical Mains <Rough-In - South> <BEAD>
3
28-Mar-23
30-Mar-23
0
21-0087-BEAD-C1290
Insulaon / Two Side <Rough-In - South> <BEAD>
5
29-Mar-23
04-Apr-23
16
21-0087-BEAD-C1320
OH Branch Lighng, F/A, & Data Conduit <Rough-In - South> <BEAD>
5
31-Mar-23
06-Apr-23
0
21-0087-BEAD-C1350
Tape and Texture Drywall <Rough-In - South> <BEAD>
5
05-Apr-23
11-Apr-23
16
21-0087-BEAD-C1370
Hardlid Framing <Rough-In - South> <BEAD>
2
07-Apr-23
10-Apr-23
0
21-0087-BEAD-C1390
Soffit Electrical <Rough-In - South> <BEAD>
2
11-Apr-23
12-Apr-23
0
21-0087-BEAD-C1400
Paint <Rough-In - South> <BEAD>
5
12-Apr-23
18-Apr-23
16
21-0087-BEAD-C1410
Soffit Mechanical <Rough-In - South> <BEAD>
2
13-Apr-23
14-Apr-23
0
21-0087-BEAD-C1420
Hardlid Drywall <Rough-In - South> <BEAD>
2
17-Apr-23
18-Apr-23
0
21-0087-BEAD-C1440
Hardlid Tape and Texture <Rough-In - South> <BEAD>
4
19-Apr-23
24-Apr-23
0
FINISHES - BEAD
FINISHES - BEAD
FINISHES - BEAD
FINISHES - BEAD
FINISHES - BEAD
FINISHES - BEAD
Finishes - South - BEAD
Finishes - South - BEAD
Finishes - South - BEAD
Finishes - South - BEAD
Finishes - South - BEAD
Finishes - South - BEAD
21-0087-BEAD-C1460
Ceiling Grid <Finishes - South> <BEAD>
5
25-Apr-23
01-May-23
0
21-0087-BEAD-C1490
Lighng / F/A Trim <Finishes - South> <BEAD>
5
02-May-23
08-May-23
0
21-0087-BEAD-C1520
Mechanical Trim / Sprinkler Drops / Electrical Wall Trim <Finishes - South> <BEAD>
5
09-May-23
15-May-23
0
21-0087-BEAD-C1550
Ceiling Tile <Finishes - South> <BEAD>
2
16-May-23
17-May-23
0
21-0087-BEAD-C1570
Flooring & Base <Finishes - South> <BEAD>
5
18-May-23
24-May-23
0
21-0087-BEAD-C1590
Casework & Millwork <Finishes - South> <BEAD>
5
25-May-23
01-Jun-23
0
21-0087-BEAD-C1610
Final Accessories & Countertops <Finishes - South> <BEAD>
5
02-Jun-23
08-Jun-23
0
21-0087-BEAD-C1620
Plumbing Trim <Finishes - South> <BEAD>
5
09-Jun-23
15-Jun-23
0
21-0087-BEAD-C1630
OCC Clean & Punch <Finishes - South> <BEAD>
4
16-Jun-23
21-Jun-23
0
Finishes - North - BEAD
Finishes - North - BEAD
Finishes - North - BEAD
Finishes - North - BEAD
Finishes - North - BEAD
Finishes - North - BEAD
21-0087-BEAD-C1380
Ceiling Grid <Finishes - North> <BEAD>
5
10-Apr-23
14-Apr-23
6
21-0087-BEAD-C1430
Lighng / F/A Trim <Finishes - North> <BEAD>
5
17-Apr-23
21-Apr-23
6
21-0087-BEAD-C1450
Mechanical Trim / Sprinkler Drops / Electrical Wall Trim <Finishes - North> <BEAD>
5
24-Apr-23
28-Apr-23
6
21-0087-BEAD-C1480
Ceiling Tile <Finishes - North> <BEAD>
2
01-May-23
02-May-23
6
21-0087-BEAD-C1510
Flooring & Base <Finishes - North> <BEAD>
5
03-May-23
09-May-23
6
21-0087-BEAD-C1540
Casework & Millwork <Finishes - North> <BEAD>
5
10-May-23
16-May-23
6
21-0087-BEAD-C1560
Final Accessories & Countertops <Finishes - North> <BEAD>
5
17-May-23
23-May-23
10
21-0087-BEAD-C1580
Plumbing Trim <Finishes - North> <BEAD>
5
24-May-23
31-May-23
10
21-0087-BEAD-C1600
OCC Clean & Punch <Finishes - North> <BEAD>
5
01-Jun-23
07-Jun-23
10
Restrooms - BEAD
Restrooms - BEAD
Restrooms - BEAD
Restrooms - BEAD
Restrooms - BEAD
Restrooms - BEAD
21-0087-BEAD-C1470
Restroom Tile <Restrooms> <BEAD>
5
25-Apr-23
01-May-23
54
21-0087-BEAD-C1500
Countertops <Restrooms> <BEAD>
5
02-May-23
08-May-23
54
August
S
October
N
December
January
February
March
April
May
June
July
August
S
October
N
2023
Wall Closure / One Side <Rough-In - North> <BEAD>
OH Branch Lighng, F/A, & Data Conduit <Rough-In - North> <BEAD>
Insulaon / Two Side <Rough-In - North> <BEAD>
Hardlid Framing <Rough-In - North> <BEAD>
Soffit Electrical <Rough-In - North> <BEAD>
Tape and Texture Drywall <Rough-In - North> <BEAD>
Soffit Mechanical <Rough-In - North> <BEAD>
Hardlid Drywall <Rough-In - North> <BEAD>
Hardlid Tape and Texture <Rough-In - North> <BEAD>
Paint <Rough-In - North> <BEAD>
Wall Layout <Rough-In - South> <BEAD>
Wall Framing <Rough-In - South> <BEAD>
In-Wall Plumbing <Rough-In - South> <BEAD>
OH Fire Sprinkler <Rough-In - South> <BEAD>
OH Main Duct <Rough-In - South> <BEAD>
In-Wall Electrical <Rough-In - South> <BEAD>
OH Branch Duct & Pressure Test <Rough-In - South> <BEAD>
Wall Closure / One Side <Rough-In - South> <BEAD>
OH Electrical Mains <Rough-In - South> <BEAD>
Insulaon / Two Side <Rough-In - South> <BEAD>
OH Branch Lighng, F/A, & Data Conduit <Rough-In - South> <BEAD>
Tape and Texture Drywall <Rough-In - South> <BEAD>
Hardlid Framing <Rough-In - South> <BEAD>
Soffit Electrical <Rough-In - South> <BEAD>
Paint <Rough-In - South> <BEAD>
Soffit Mechanical <Rough-In - South> <BEAD>
Hardlid Drywall <Rough-In - South> <BEAD>
Hardlid Tape and Texture <Rough-In - South> <BEAD>
Ceiling Grid <Finishes - South> <BEAD>
Lighng / F/A Trim <Finishes - South> <BEAD>
Mechanical Trim / Sprinkler Drops / Electrical Wall Trim <Finishes - South> <BE
Ceiling Tile <Finishes - South> <BEAD>
Flooring & Base <Finishes - South> <BEAD>
Casework & Millwork <Finishes - South> <BEAD>
Final Accessories & Countertops <Finishes - South> <BEAD>
Plumbing Trim <Finishes - South> <BEAD>
OCC Clean & Punch <Finishes - South> <BEAD>
Ceiling Grid <Finishes - North> <BEAD>
Lighng / F/A Trim <Finishes - North> <BEAD>
Mechanical Trim / Sprinkler Drops / Electrical Wall Trim <Finishes - North> <BEAD>
Ceiling Tile <Finishes - North> <BEAD>
Flooring & Base <Finishes - North> <BEAD>
Casework & Millwork <Finishes - North> <BEAD>
Final Accessories & Countertops <Finishes - North> <BEAD>
Plumbing Trim <Finishes - North> <BEAD>
OCC Clean & Punch <Finishes - North> <BEAD>
Restroom Tile <Restrooms> <BEAD>
Countertops <Restrooms> <BEAD>
Actual Work
Remaining Work
Critical Remaining Work
Milestone
Current Milestone
Actual Level of Effort
Remaining Level of Effort
This schedule reflects
current planning. Okland
reserves the right to revise
it as it deems necessary.
Glendale Downtown Bead Museum and Annex TIs
21-0087-TIs - Construction Schedule
Run Date: 18-Jan-23
Data Date: 18-Jan-23
Page 2 of 4 Pages
TASK filter: All Activities
Acvity ID
Acvity Name
Rem
Dur
Start
Finish
Total
Float
21-0087-BEAD-C1530
Plumbing Trim & Parons <Restrooms> <BEAD>
5
09-May-23
15-May-23
54
Commissioning - BEAD
Commissioning - BEAD
Commissioning - BEAD
Commissioning - BEAD
Commissioning - BEAD
Commissioning - BEAD
21-0087-BEAD-C1640
Commissioning <CX> <BEAD>
15
07-Jun-23
27-Jun-23
31
21-0087-BEAD-C1650
TAB <CX> <BEAD>
15
07-Jun-23
27-Jun-23
24
21-0087-BEAD-C1660
Set Curbs on Roof <CX> <BEAD>
2
09-Jun-23
12-Jun-23
24
21-0087-BEAD-C1670
Install New AHUs <CX> <BEAD>
1
13-Jun-23
13-Jun-23
24
21-0087-BEAD-C1680
Controls <CX> <BEAD>
5
14-Jun-23
20-Jun-23
24
21-0087-BEAD-C1690
Patchback Roofing <CX> <BEAD>
3
14-Jun-23
16-Jun-23
31
21-0087-BEAD-C1700
Final Walks <CX> <BEAD>
2
28-Jun-23
29-Jun-23
24
21-0087-BEAD-C1710
Fire / Life Safety <CX> <BEAD>
2
28-Jun-23
29-Jun-23
24
21-0087-BEAD-C1720
Schedule Conngency <CX> <BEAD>
5
30-Jun-23
07-Jul-23
24
Owner Furniture Move-In - BEA
Owner Furniture Move-In - BEAD
Owner Furniture Move-In - BEAD
Owner Furniture Move-In - BEAD
Owner Furniture Move-In - BEAD
Owner Furniture Move-In - BEAD
21-0087-BEAD-C1000
Owner Furniture Move-In
35
22-Jun-23
10-Aug-23
0
ANNEX BUILDING
ANNEX BUILDING
ANNEX BUILDING
ANNEX BUILDING
ANNEX BUILDING
ANNEX BUILDING
Make Ready - ANNEX
Make Ready - ANNEX
Make Ready - ANNEX
Make Ready - ANNEX
Make Ready - ANNEX
Make Ready - ANNEX
21-0087-ANNEX-C1000
Demo/ Make Safe <ANNEX>
2
16-Mar-23
17-Mar-23
1
Interiors - ANNEX
Interiors - ANNEX
Interiors - ANNEX
Interiors - ANNEX
Interiors - ANNEX
Interiors - ANNEX
ROUGH-IN - ANNEX
ROUGH-IN - ANNEX
ROUGH-IN - ANNEX
ROUGH-IN - ANNEX
ROUGH-IN - ANNEX
ROUGH-IN - ANNEX
Rough - In - ANNEX
Rough - In - ANNEX
Rough - In - ANNEX
Rough - In - ANNEX
Rough - In - ANNEX
Rough - In - ANNEX
21-0087-ANNEX-C1010
Wall Layout <Rough-In> <ANNEX>
2
20-Mar-23
21-Mar-23
1
21-0087-ANNEX-C1020
OH Fire Sprinkler <Rough-In> <ANNEX>
3
22-Mar-23
24-Mar-23
1
21-0087-ANNEX-C1030
Wall Framing <Rough-In> <ANNEX>
3
22-Mar-23
24-Mar-23
1
21-0087-ANNEX-C1040
OH Main Duct <Rough-In> <ANNEX>
5
27-Mar-23
31-Mar-23
1
21-0087-ANNEX-C1050
In-Wall Plumbing <Rough-In> <ANNEX>
3
29-Mar-23
31-Mar-23
2
21-0087-ANNEX-C1060
OH Branch Duct & Pressure Test <Rough-In> <ANNEX>
5
03-Apr-23
07-Apr-23
1
21-0087-ANNEX-C1070
In-Wall Electrical <Rough-In> <ANNEX>
5
05-Apr-23
11-Apr-23
2
21-0087-ANNEX-C1090
OH Electrical Mains <Rough-In> <ANNEX>
3
10-Apr-23
12-Apr-23
1
21-0087-ANNEX-C1100
Wall Closure / One Side <Rough-In> <ANNEX>
2
12-Apr-23
13-Apr-23
2
21-0087-ANNEX-C1110
OH Branch Lighng, F/A, & Data Conduit <Rough-In> <ANNEX>
5
13-Apr-23
19-Apr-23
1
21-0087-ANNEX-C1120
Insulaon / Two Side <Rough-In> <ANNEX>
5
14-Apr-23
20-Apr-23
2
21-0087-ANNEX-C1130
Hardlid Framing <Rough-In> <ANNEX>
2
20-Apr-23
21-Apr-23
1
21-0087-ANNEX-C1140
Tape and Texture Drywall <Rough-In> <ANNEX>
5
21-Apr-23
27-Apr-23
2
21-0087-ANNEX-C1150
Soffit Electrical <Rough-In> <ANNEX>
2
24-Apr-23
25-Apr-23
1
21-0087-ANNEX-C1160
Soffit Mechanical <Rough-In> <ANNEX>
2
26-Apr-23
27-Apr-23
1
21-0087-ANNEX-C1170
Paint <Rough-In> <ANNEX>
5
28-Apr-23
04-May-23
2
21-0087-ANNEX-C1180
Hardlid Drywall <Rough-In> <ANNEX>
2
28-Apr-23
01-May-23
1
21-0087-ANNEX-C1190
Hardlid Tape and Texture <Rough-In> <ANNEX>
4
02-May-23
05-May-23
1
FINISHES - ANNEX
FINISHES - ANNEX
FINISHES - ANNEX
FINISHES - ANNEX
FINISHES - ANNEX
FINISHES - ANNEX
Finishes - ANNEX
Finishes - ANNEX
Finishes - ANNEX
Finishes - ANNEX
Finishes - ANNEX
Finishes - ANNEX
21-0087-ANNEX-C1200
Ceiling Grid <Finishes> <ANNEX>
5
08-May-23
12-May-23
1
21-0087-ANNEX-C1220
Lighng / F/A Trim <Finishes> <ANNEX>
5
15-May-23
19-May-23
1
21-0087-ANNEX-C1240
Mechanical Trim / Sprinkler Drops / Electrical Wall Trim <Finishes> <ANNEX>
3
22-May-23
24-May-23
1
21-0087-ANNEX-C1260
Ceiling Tile <Finishes> <ANNEX>
2
25-May-23
26-May-23
1
21-0087-ANNEX-C1270
Flooring & Base <Finishes> <ANNEX>
5
30-May-23
05-Jun-23
1
21-0087-ANNEX-C1300
Casework & Millwork <Finishes> <ANNEX>
5
06-Jun-23
12-Jun-23
1
21-0087-ANNEX-C1320
Final Accessories & Countertops <Finishes> <ANNEX>
2
13-Jun-23
14-Jun-23
1
21-0087-ANNEX-C1330
Plumbing Trim <Finishes> <ANNEX>
2
15-Jun-23
16-Jun-23
1
21-0087-ANNEX-C1340
OCC Clean & Punch <Finishes> <ANNEX>
2
19-Jun-23
20-Jun-23
1
Restrooms - ANNEX
Restrooms - ANNEX
Restrooms - ANNEX
Restrooms - ANNEX
Restrooms - ANNEX
Restrooms - ANNEX
21-0087-ANNEX-C1210
Restroom Tile <Restrooms> <ANNEX>
5
08-May-23
12-May-23
47
21-0087-ANNEX-C1230
Countertops <Restrooms> <ANNEX>
5
15-May-23
19-May-23
47
21-0087-ANNEX-C1250
Plumbing Trim & Parons <Restrooms> <ANNEX>
5
22-May-23
26-May-23
47
Commissioning - ANNEX
Commissioning - ANNEX
Commissioning - ANNEX
Commissioning - ANNEX
Commissioning - ANNEX
Commissioning - ANNEX
August
S
October
N
December
January
February
March
April
May
June
July
August
S
October
N
2023
Plumbing Trim & Parons <Restrooms> <BEAD>
Commissioning <CX> <BEAD>
TAB <CX> <BEAD>
Set Curbs on Roof <CX> <BEAD>
Install New AHUs <CX> <BEAD>
Controls <CX> <BEAD>
Patchback Roofing <CX> <BEAD>
Final Walks <CX> <BEAD>
Fire / Life Safety <CX> <BEAD>
Schedule Conngency <CX> <BEAD>
Owner Furniture Move-In
Demo/ Make Safe <ANNEX>
Wall Layout <Rough-In> <ANNEX>
OH Fire Sprinkler <Rough-In> <ANNEX>
Wall Framing <Rough-In> <ANNEX>
OH Main Duct <Rough-In> <ANNEX>
In-Wall Plumbing <Rough-In> <ANNEX>
OH Branch Duct & Pressure Test <Rough-In> <ANNEX>
In-Wall Electrical <Rough-In> <ANNEX>
OH Electrical Mains <Rough-In> <ANNEX>
Wall Closure / One Side <Rough-In> <ANNEX>
OH Branch Lighng, F/A, & Data Conduit <Rough-In> <ANNEX>
Insulaon / Two Side <Rough-In> <ANNEX>
Hardlid Framing <Rough-In> <ANNEX>
Tape and Texture Drywall <Rough-In> <ANNEX>
Soffit Electrical <Rough-In> <ANNEX>
Soffit Mechanical <Rough-In> <ANNEX>
Paint <Rough-In> <ANNEX>
Hardlid Drywall <Rough-In> <ANNEX>
Hardlid Tape and Texture <Rough-In> <ANNEX>
Ceiling Grid <Finishes> <ANNEX>
Lighng / F/A Trim <Finishes> <ANNEX>
Mechanical Trim / Sprinkler Drops / Electrical Wall Trim <Finishes> <ANNE
Ceiling Tile <Finishes> <ANNEX>
Flooring & Base <Finishes> <ANNEX>
Casework & Millwork <Finishes> <ANNEX>
Final Accessories & Countertops <Finishes> <ANNEX>
Plumbing Trim <Finishes> <ANNEX>
OCC Clean & Punch <Finishes> <ANNEX>
Restroom Tile <Restrooms> <ANNEX>
Countertops <Restrooms> <ANNEX>
Plumbing Trim & Parons <Restrooms> <ANNEX>
Actual Work
Remaining Work
Critical Remaining Work
Milestone
Current Milestone
Actual Level of Effort
Remaining Level of Effort
This schedule reflects
current planning. Okland
reserves the right to revise
it as it deems necessary.
Glendale Downtown Bead Museum and Annex TIs
21-0087-TIs - Construction Schedule
Run Date: 18-Jan-23
Data Date: 18-Jan-23
Page 3 of 4 Pages
TASK filter: All Activities
Acvity ID
Acvity Name
Rem
Dur
Start
Finish
Total
Float
21-0087-ANNEX-C1080
Controls <CX> <ANNEX>
5
10-Apr-23
14-Apr-23
72
21-0087-ANNEX-C1280
Commissioning <CX> <ANNEX>
5
06-Jun-23
12-Jun-23
42
21-0087-ANNEX-C1290
TAB <CX> <ANNEX>
5
06-Jun-23
12-Jun-23
37
21-0087-ANNEX-C1310
Fire / Life Safety <CX> <ANNEX>
2
13-Jun-23
14-Jun-23
37
21-0087-ANNEX-C1360
Final Walks <CX> <ANNEX>
1
21-Jun-23
21-Jun-23
31
21-0087-ANNEX-C1370
Schedule Conngency <CX> <ANNEX>
4
22-Jun-23
27-Jun-23
31
Owner Furniture Move-In - AN
Owner Furniture Move-In - ANNEX
Owner Furniture Move-In - ANNEX
Owner Furniture Move-In - ANNEX
Owner Furniture Move-In - ANNEX
Owner Furniture Move-In - ANNEX
21-0087-ANNEX-C1350
Owner Furniture Move-In
35
21-Jun-23
09-Aug-23
1
August
S
October
N
December
January
February
March
April
May
June
July
August
S
October
N
2023
Controls <CX> <ANNEX>
Commissioning <CX> <ANNEX>
TAB <CX> <ANNEX>
Fire / Life Safety <CX> <ANNEX>
Final Walks <CX> <ANNEX>
Schedule Conngency <CX> <ANNEX>
Owner Furniture Move-In
Actual Work
Remaining Work
Critical Remaining Work
Milestone
Current Milestone
Actual Level of Effort
Remaining Level of Effort
This schedule reflects
current planning. Okland
reserves the right to revise
it as it deems necessary.
Glendale Downtown Bead Museum and Annex TIs
21-0087-TIs - Construction Schedule
Run Date: 18-Jan-23
Data Date: 18-Jan-23
Page 4 of 4 Pages
TASK filter: All Activities
City of Glendale Standard Form Agreement Between Owner and CM@Risk (April 15, 2022)
EXHIBIT H
Dispute Resolution Procedures
1.
Disputes.
1.1
Each Dispute arising out of or related to this Agreement (including Disputes
regarding any alleged breaches of this Agreement) shall be initiated and decided
under the provisions of this Exhibit.
1.2
CMAR and City shall each designate in writing to the other party, from time to
time, a member of senior management who shall be authorized to attempt to
expeditiously resolve any Dispute relating to the subject matter of this Agreement
in an equitable manner.
1.3
A party shall initiate a Dispute by delivery of written notice to the members of
management designated by the respective parties under Section 1.2 of this Exhibit.
1.4
The parties must:
(A)
Attempt to resolve all Disputes promptly, equitably and in a good faith
manner; and
(B)
Provide each other with reasonable access during normal business hours to
any and all non-privileged records, information and data pertaining to any
such Dispute.
1.5
With respect to matters concerning modification of the GMP or any schedule,
CMAR must first follow the provisions of any Claim procedure established by the
Design-Build Agreement before seeking relief under these Procedures.
2.
Emergency Arbitration.
2.1
If the parties are unable to accomplish resolution of a Dispute, the expedited
resolution of which either party considers necessary to prevent or mitigate a
material delay to the critical path of the Services (a "Time Sensitive Dispute")
within two days after the Time Sensitive Dispute has been initiated by a party, either
party may thereafter seek emergency relief before an emergency arbitrator (the
"Emergency Arbitrator") appointed as follows:
(A)
The parties will exercise best efforts to pre-select an Emergency Arbitrator
within 20 days after entering into this Agreement;
(B)
If the Emergency Arbitrator has not been selected at the time a party delivers
Notice of a Time Sensitive Dispute, the parties will each select a
representative within one day after the Notice is delivered and the two
representatives will then select the Emergency Arbitrator by the third day
following delivery of the Notice.
(C)
The Emergency Arbitrator shall be an attorney with at least ten (10) years’
experience with commercial construction legal matters in Maricopa County,
Arizona, be independent, impartial, and not have engaged in any business
for or adverse to either party for at least ten (10) years.
2.2
The Emergency Arbitrator will conduct a hearing and render a written
determination on the Dispute to both parties within five business days of the matter
being referred to him or her, all in accordance with Rules O-1 to O-8 of the
City of Glendale Standard Form Agreement Between Owner and CM@Risk (April 15, 2022)
American Arbitration Association ("AAA") Commercial Rules-Optional Rules for
Emergency Protection Commercial Rules ("AAA Emergency Rules").
2.3
Although the hearing will be conducted using AAA rules, unless both parties agree
otherwise, this dispute process will not be administered by the AAA but will be
conducted by the parties in accordance with these procedures.
2.4
If, however, an Emergency Arbitrator has not selected within three days after
delivery of the Notice, either party may upon three days additional notice, thereafter
seek emergency relief before the AAA, in accordance with the AAA Emergency
Rules, provided that the Emergency Arbitrator meets the qualifications set forth
above.
2.5
All proceedings to arbitrate Time Sensitive Disputes shall be conducted in
Glendale, Arizona.
2.6
Presentation, request for determination (i.e., a party’s prayer), and the Emergency
Arbitrators decision will adhere to the procedures required in Section 3.6 of this
Exhibit.
2.7
The finding of the Emergency Arbitrator with respect to any Time Sensitive
Dispute will be binding upon the parties on an interim basis during progress of the
Services, subject to review de novo by arbitration after the Project Substantial
Completion Date.
2.8
The time and extent of discovery will be as determined by the Emergency
Arbitrator.
(A)
Discovery orders of the Emergency Arbitrator will consider the time
sensitivity of the matter and the parties desire to resolve the issue in the
most time and costs efficient manner;
(B)
The parties are obligated to cooperate fully and completely in the provision
of documents and other information, including joint interviews of
individuals with knowledge such that the matter moves toward resolution
in the most time and costs efficient manner and the Emergency Arbitrator
is empowered to fashion any equitable penalty against a party that fail to
meet this obligation.
3.
Non-Emergency Arbitration.
3.1
Except as provided in Section 5 of this Exhibit, any Dispute that is either a non-
emergency Dispute that has not been resolved by negotiation, or a de novo review
of an AAA emergency arbitration will be decided by binding arbitration by a panel
of three arbitrators in accordance with, but not necessarily administered by, the
Construction Industry Rules of the AAA.
(A)
The parties shall each select an arbitrator within 15 days after notice that a
party desires to resolve a dispute by arbitration.
(B)
The two arbitrators shall then each select a third arbitrator. If an arbitrator
is not selected within any such 15 day period, then the arbitrator shall be
appointed by the AAA.
3.2
The arbitrator(s) shall meet the qualifications of Emergency Arbitrators as provided
in Section 2 of this Exhibit.
City of Glendale Standard Form Agreement Between Owner and CM@Risk (April 15, 2022)
3.3
The arbitrators do not have the authority to consider or award punitive damages as
part of the arbitrators' award.
3.4
In connection with such arbitration, each party shall be entitled to conduct up to
five depositions, and, no less than 90 days prior to the date of the arbitration hearing,
each party shall deliver to the other party copies of all documents in the delivering
party's possession that are relevant to the dispute.
3.5
The arbitration hearing shall be held within 150 days of the appointment of the
arbitrators.
3.6
At the arbitration hearing, each party will argue its position to the arbitrators in
support of one proposed resolution to the dispute (a “Proposed Resolution”).
(A)
Each party’s Proposed Resolution must be fully dispositive of the dispute.
(B)
The arbitrators must select one Proposed Resolution by majority consent
and are not free to fashion any alternative resolutions.
(C)
The parties must submit their proposed resolution of the matter to the
arbitrators and the other party 15 days prior to the date set for
commencement of the arbitration proceeding.
(D)
The decision of the arbitrators will be forwarded to the parties within 15
days after the conclusion of the arbitration hearing.
(E)
The decision of the arbitration panel is final and binding on the parties and
may be entered in any court of competent jurisdiction for the purpose of
securing an enforceable judgment.
(F)
All costs and expenses associated with the arbitration, including the
reasonable legal fees and costs incurred by the prevailing party, must be
paid by the party whose position was not selected by the arbitrators.
4.
Continuing Work. Unless otherwise agreed to in writing, CMAR must continue to
perform and maintain progress of the Work during any Dispute Resolution or arbitration
proceedings, and City will continue to make payment to CMAR in accordance with the
Agreement.
5.
Exceptions.
5.1
Neither City nor CMAR are required to arbitrate any third-party claim, cross-claim,
counter claim, or other claim or defenses in any action that is commenced by a
third-party who is not obligated by contract to arbitrate disputes with City and
CMAR.
5.2
City or CMAR may commence and prosecute a civil action to contest a lien or stop
notice, or enforce any lien or stop notice (but only to the extent the lien or stop
notice the party seeks to enforce is enforceable under Arizona law), including,
without limitation, an action under A.R.S. § 33-420, without the necessity of
initiating or exhausting the procedures of this Exhibit.
5.3
This Exhibit does not apply to, and may not be construed to require arbitration of,
any claims, actions or other process undertaken, filed, or issued by the City of
Glendale Building Safety Department, Code Compliance Department, Police
Department, Fire Department, or any other agency of City acting in its
City of Glendale Standard Form Agreement Between Owner and CM@Risk (April 15, 2022)
governmental permitting, for the benefit of public health, safety, and welfare, or
other regulatory capacity.
5.4
In connection with any arbitration, the arbitrators do not have the authority to, and
may not enforce, any provision of the Federal or Arizona Rules of Civil Procedure.