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GENERAL NOTES
1. BUILDING WILL BE FULLY SPRINKLERED AS
REQUIRED BY CONTRACT DOCUMENTS. SUBMIT FIRE
SPRINKLER SYSTEM DRAWINGS AND CALCULATIONS
TO AUTHORITIES HAVING JURISDICTION (FIRE
DEPARTMENT, FIRE MARSHAL, ETC). OBTAIN ALL
APPROVALS PRIOR TO FABRICATION OR
INSTALLATION.
2. OWNER WILL PROVIDE, OR HAS ALREADY PROVIDED,
FIRE EXTINGUISHERS IN ACCORDANCE WITH NFPA
10. AUTHORITY HAVING JURISDICTION WILL
APPROVE FINAL FIRE EXTINGUISHER LOCATIONS.
3. WAL-MART'S ALARM CENTRALS ENGINEERING TEAM
HAS CONTACTED THE AUTHORITY HAVING
JURISDICTION FOR PRE-PLAN DATA ABOUT STATE
AND LOCAL REQUIREMENTS THAT DIFFER FROM THE
NATIONALLY PUBLISHED CODES AND STANDARDS. A
COMPLETE SITE SPECIFIC SUBMITTAL IS BEING
MADE DIRECTLY TO THE AUTHORITY HAVING
JURISDICTION. QUESTIONS SHOULD BE DIRECTED
TO 1-800-530-9924, OPTION 3.
4. NOT USED
5. REFER TO SPECIFICATION SECTIONS 01600 -
PRODUCT REQUIREMENTS AND APPENDIX A -
PRODUCTS AND WORK BY OWNER OR SEPARATE
CONTRACTOR. THESE SECTIONS INCLUDE SPECIFIC
INFORMATION REGARDING ITEMS AND SERVICES TO
BE FURNISHED AND INSTALLED BY INDIVIDUALS
OTHER THAN THE GENERAL CONTRACTOR.
6. REINSTALL ALL FIRE EXTINGUISHERS IMMEDIATELY
FOLLOWING COMPLETION OF FINAL FINISH TO
MOUNTING SURFACE.
7. REFER TO GENERAL CONTRACTOR PERMIT,
REGISTRATION, NOTIFICATION INSPECTION &
INSTALLER CERTIFICATION (GCPRN) REPORT
LOCATED IN GC PERMIT INFORMATION FOLDER ON
OWNER'S DOCUMENT DELIVERY WEBSITE.
OCCUPANCY GROUP M
INDOOR RETAIL/ SALES AREA /VISION SALES : 98,848 SF
STORAGE/ RECEIVING/ STOCKROOM AREA
TRAINING/ BREAKROOM
OFFICE AREA (B OCC.)/ PHARMACY/PHOTO
TENANT
1,447 SF
3,000 SF
1,516 SF
17,608 SF
GROCERY PREP/KITCHEN 994 SF
TOTAL (W/O OUTDOOR G.C.):123,413 SF
TOTAL EXISTING OUTDOOR GARDEN CENTER
TOTAL (W/ OUTDOOR G.C.):
13,287 SF
136,700 SF
BUILDING AREAS
EXISTING BUILDING AREA
EXISTING OUTDOOR GARDEN CENTER
133,466 SF
13,287 SF
OCCUPANCY GROUP B
TOTAL M OCCUPANCY 101,358 SF
OCCUPANCY GROUP S-1
TOTAL B OCCUPANCY 4,447 SF
NEW OUTDOOR GARDEN CENTER CANOPY 3,261 SF
EXISTING OUTDOOR GARDEN CENTER 10,027 SF
GRAND TOTAL 146,783 SF
-
6 -VC18 -VC1.1
SHEET:
DRAWN BY:
CHECKED BY:
PROTO CYCLE:
DOCUMENT DATE:
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PROTO:
DATE:
SEAL:
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02/02/24
SANTA ANA, CA
12/15/23
STORE NO.: 2517
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02/02/24
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BUILDING CODE SUMMARY
NAME OF PROJECT SANTA ANA, CALIFORNIA
STREET ADDRESS 3600 WEST MC FADDEN AVENUE
PROPOSED USE RETAIL
CODES BUILDING CODE 2022 CALIFORNIA BUILDING CODE
ELECTRICAL CODE 2022 CALIFORNIA ELECTRICAL CODE
PLUMBING CODE 2022 CALIFORNIA PLUMBING CODE
MECHANICAL CODE 2022 CALIFORNIA MECHANICAL CODE
FIRE CODE 2022 CALIFORNIA FIRE CODE
ENERGY CODE: 2022 CALIFORNIA ENERGY CODE
ACCESSIBILITY CODE 2022 CALIFORNIA BUILDING CODE
GREEN CODE 2022 GREEN BUILDING STANDARDS CODE
OCCUPANCY M - MERCANTILE; WHOLESALE OR RETAIL STORE (MAIN USE) - SECT 309.1
S1 - STORAGE AREA; MOTOR VEHICLE STATION AND RECEIVING
AND STOCKROOMS (MIXED USE)
- SECT 311.2
A2 - ASSEMBLY USE; BREAKROOM AND FOOD TENANT
(ACCESSORY TO MAIN USE)
- SECT 303.1
B - BUSINESS; NON FOOD TENANT (ACCESSORY TO MAIN USE) - SECT 304.1
TYPE OF CONSTRUCTION V-B UNPROTECTED (SPRINKLERED)PER SECT 602.5 AND TABLES 601
ALLOWABLE AREA UNLIMITED SECTION 507.4
FIRE PROTECTION BUILDING IS EQUIPPED THROUGHOUT WITH AN AUTOMATIC
SPRINKLER SYSTEM AND IS SURROUNDED ON ALL SIDES BY 60
FEET MINIMUM OF PERMANENT OPEN SPACE. UNLIMITED AREA
CRITERIA IS APPLICABLE. SEE CBC SECTION 507.4 EXCERPT
BELOW.
PAGE WINKLER
MCG ARCHITECTURE
ARCHITECT OF RECORD
15635 ALTON PARWAY, SUITE 100
IRVINE, CA 92618
ARCHITECTURAL:
DUSTIN KIMBROUGH
DUSTIN KIMBROUGH, PE
1805 N. 2ND STREET, SUITE 5283
ROGERS, ARKANSAS 72756
PHONE: (479) 631-5543
FIRE PROTECTION ENGINEER:
ORANGE COUNTY HEALTH AGENCY
1241 EAST DYER ROAD
SANTA ANA, CALIFORNIA 92701
PHONE: (714) 433-6027
HEALTH REVIEW:
N/A
REFRIGERATOR ENGINEER:
N/A
STRUCTURAL ENGINEER (RACKING):
PERMIT PROCESSOR
20 CIVIC CENTER PLAZA
P.O. BOX 1988 (M-19)
SANTA ANA, CALIFORNIA 92702
PHONE: (714) 667-5844/ 2728
BUILDING/PLANNING AND ZONING REVIEW:
ORANGE COUNTY FIRE AUTHORITY
1 FIRE AUTHORITY ROAD
IRVINE, CALIFORNIA 92602
PHONE: (714) 573-6150
FIRE SPRINKLER AND ALARM REVIEW:
PERMIT PROCESSOR
20 CIVIC CENTER PLAZA
P.O. BOX 1988 (M-19)
SANTA ANA, CALIFORNIA 92702
PHONE: (714) 667-5800
MECHANICAL/ ELECTRICAL/ PLUMBING REVIEW:
ROY R. PAYNE, JR.
ROY R. PAYNE, JR., PE
1805 N. 2ND STREET, SUITE 5550
ROGERS, ARKANSAS 72756
MECHANICAL ENGINEER:
MATTHEW J. NICHOLS
MATTHEW J. NICHOLS, P.E.
1805 N. 2ND STREET, SUITE 5517
ROGERS, ARKANSAS 72756
PHONE: (497) 631-5268
ELECTRICAL ENGINEER:
VICINITY MAPWALMART #02517
3600 W MC FADDEN AVENUE
SANTA ANA, CALIFORNIA 92704
GENERAL SCOPE OF WORK
VISION CENTER:
- REMODEL, ADD NEW DISPLAY FIXTURES, EQUIPMENT
AND NEW FINISHES
GENERAL
C1 COVER SHEET
N1 GENERAL INFORMATION
N2 CAL GREEN INFORMATION
N2.1 CAL GREEN INFORMATION
SPECIAL ELEMENTS
LS1 LIFE SAFETY PLAN
ARCHITECTURAL
A1 FLOOR PLAN
VC0 SCHEDULES AND DETAILS
VC1 VISION CENTER
VC1.1 VISION CENTER ELEVATIONS
VC1.2 REFLECTED CEILING PLAN
VC2 SECTIONS AND DETAILS
VC3 EQUIPMENT
MECHANICAL / PLUMBING
MVC1 VC MECHANICAL AND PLUMBING PLANS AND SCHEDULES
BAS1 BUILDING AUTOMATION SYSTEM
ELECTRICAL
EVC1 VISION CENTER ELECTRICAL PLANS
EVC2 ELECTRICAL ONE-LINE DETAILS AND SCHEDULES
EVC3 PANELBOARD SCHEDULES
EVC4 TITLE 24 ELECTRICAL COMPLIANCE
ETVC1 VISION CENTER TEMP ELECTRICAL PLANS
FIRE PROTECTION
FP1 FIRE PROTECTION NOTES DETAILS AND PLANS
EXISTING
INDOOR SF: 133,466
AREA OF REMODELING
SF: 1,356 (SOLID ORANGE
SHADE)
EXISTING
OUTDOOR SF: 13,287
1" = 60'-0"3 KEY PLAN
STRUCTURAL
S-001 CEILING FEATURE STRUCTURAL PLANS
S-002 CEILING FEATURE STRUCTURAL PLANS
ISSUE BLOCK
1 CCD1 05/06/2024
1
1
LAOFCIF
ANIRO
RENEWAL
DATE
L
I
CENSE D A RCHITE
C
T
PAGE WINKLER
9-30-2025
C-31839
STATE
05.17.2024
Bldg# 101118384
APPROVALS:
PLNG - MKilroy
BLDG - WLee
3600 W McFadden Ave -
1011183846/20/2024
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4'-0"
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MECH
STORAGE
VESTIBULE
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DOCK LIGHT
FRONT
BATTERY
FLOW-THRU RACK
DOCK LIGHT
DOCK LIGHT
-
-
75"/.15 =
500 OCCUPANTS
122"/.15 =
813 OCCUPANTS66"/.15 =
440 OCCUPANTS
66"/.15 =
440 OCCUPANTS
33"/.15 =
220 OCCUPANTS
33"/.15 =
220 OCCUPANTS
33"/.15 =
220 OCCUPANTS
33"/.15 =
220 OCCUPANTS
33"/.15 =
220 OCCUPANTS
66"/.15 =
440 OCCUPANTS
33"/.15 =
220 OCCUPANTS
66"/.15 =
440 OCCUPANTS
33"/.15 =
220 OCCUPANTS
66"/.15 =
440 OCCUPANTS
66"/.15 =
440 OCCUPANTS
66"/.15 =
440 OCCUPANTS
EGRESS
PATH
pass through
pass through
33"/.15 =
220 OCCUPANTS
33"/.15 =
220 OCCUPANTS
66"/.15 =
440 OCCUPANTS
33"/.15 =
220 OCCUPANTS
122"
EGRESS
PATH
PATH OF TRAVEL FROM EXIT TO
RESTROOMS & DRINKING FOUNTAINS
75"
9'
-
3
"
7
'
-
0
"
1
1
'
-
5
"
8
'
-
1
0
"
7
'
-
2
"
9
'
-
1
"
5
'
-
9
"
9
'
-
1
"
5
'
-
9
"
9
'
-
0
"
8
'
-
0
"
63'-6" 18'-8" 14'-10"
20'-0"
7'-3" 3'-8" 9'-10" 3'-8" 9'-11"
5'
-
8
"
3
2
'
-
0
"
5
'
-
7
"
3'-8" 6'-3" 3'-8" 18'-1"
5'-4"
4'-7"
5'-4"
6'-10"
2'-8"
7'-7"
5'
-
9
"
3
2
'
-
9
"
5
'
-
7
"
13'-7" 7'-2"
6'
-
0
"
3
'
-
8
"
4
'
-
4
"
7
'
-
8
"
12'-1" 3'-8" 7'-7" 36'-9" 7'-8" 21'-7" 4'-5" 40'-2" 14'-11"116'-0" 7'-4"
12
'
-
2
"
3
'
-
8
"
4
'
-
0
"
3
'
-
8
"
6
'
-
1
1
"
27'-9" 11'-10" 27'-11" 11'-0"
168' TRAVEL DIST-
250' MAX
36'
51'
103' TRAVEL DIST- 250' MAX
95' TRAVEL DIST- 250' MAX
130'
142' TRAVEL
DIST- 250' MAX
250' TRAVEL DIST- 250' MAX232' TRAVEL DIST- 250' MAX
166' TRAVEL DIST- 250' MAX.
64' TRAVEL DIST-
BETWEEN 2 EXITS
77'
189' TRAVEL DIST- 250' MAX 245' TRAVEL DIST- 250' MAX
83' TRAVEL DIST-
250' MAX
8'
-
1
"
8
'
-
0
"
1
0
'
-
3
"
9'-3"
49' TRAVEL DIST-
250' MAX 159' TRAVEL DIST-
250' MAX
88' TRAVEL
DIST- 100' MAX
171' TRAVEL DIST- 250' MAX
80' TRAVEL
DIST- 250'
MAX
51' TRAVEL
DIST- 250'
MAX
173' TRAVEL DIST-
250' MAX
169' TRAVEL
DIST- 250' MAX
100' TRAVEL DIST- 250' MAX 131' TRAVEL DIST- 250' MAX
131' TRAVEL DIST- 250' MAX
32
'
-
2
"
1
0
'
-
2
"
3
'
-
1
0
"
CUMULATIVE OCC.
LOAD = 5 OCC.
CUMULATIVE OCC.
LOAD = 100 OCC.
CUMULATIVE OCC.
LOAD = 2 OCC.
CUMULATIVE OCC.
LOAD = 24 OCC.
CUMULATIVE OCC.
LOAD = 24 OCC.
CUMULATIVE OCC.
LOAD = 52 OCC.
CUMULATIVE OCC.
LOAD = 52 OCC.
CUMULATIVE OCC.
LOAD = 52 OCC.
CUMULATIVE OCC.
LOAD = 52 OCC.
CUMULATIVE OCC.
LOAD = 12 OCC.
CUMULATIVE OCC.
LOAD = 189 OCC.
CUMULATIVE OCC.
LOAD = 189 OCC.
CUMULATIVE OCC.
LOAD = 189 OCC.
CUMULATIVE OCC.
LOAD = 189 OCC.
CUMULATIVE OCC.
LOAD = 189 OCC.
CUMULATIVE OCC.
LOAD = 189 OCC.
CUMULATIVE OCC.
LOAD = 189 OCC.
CUMULATIVE OCC.
LOAD = 189 OCC.
CUMULATIVE OCC.
LOAD = 189 OCC.
CUMULATIVE OCC.
LOAD = 189 OCC.
DEAD END CORRIDOR- MAX 50'
33'-5"
7 -VC1.1
6
-
VC
1
.
1
4 -VC1.15
-
VC
1
.
1
3
-
VC
1
.
1
2 -VC1.1
1
-
VC
1
.
1
4 -VC1
SHEET:
DRAWN BY:
CHECKED BY:
PROTO CYCLE:
DOCUMENT DATE:
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PLAN
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1" = 20'-0"1 LIFE SAFETY EGRESS PLAN
OCCUPANT LOAD
EGRESS WIDTHS REQUIRED:EGRESS CALCULATION
MAXIMUM TRAVEL DISTANCE TO AN EXIT (FOR M OCC):250' -0" (SPRINKLERED )
INDOOR RETAIL/ SALES AREA /VISION SALES :112,281 SF/30 =3,743 OCC
STORAGE/ RECEIVING/ STOCKROOM AREA (S-1 OCC.)
BREAKROOM/ TRAINING
OFFICE AREA (B OCC.)/ PHARMACY/PHOTO
FUTURE TENANT
(N.I.C, SEPARATE SUBMITAL)
1,448 SF/=15 97 OCC
1,091 SF/=100 11 OCC
1,597 SF/=200 8 OCC
54 OCC300SF/15,962 =
GROCERY PREP/KITCHEN 1,087 SF/200 =5 OCC
TOTAL (W/O OUTDOOR G.C.):133,466 SF 3,915 OCC
EXISTING OUTDOOR GARDEN CENTER SALES
TOTAL (W/ OUTDOOR G.C.):
11,322 SF/30=378 OCC
136,700 SF 3,850 OCC
INDOOR RETAIL/ SALES AREA (M OCCUPANCY) 3,743 OCC X .15 =562 INCHES
STORAGE/ STOCKROOM (S-1 OCCUPANCY)
BREAKROOM (A-2 OCCUPANCY)
OFFICE AREA (B OCCUPANCY)
FUTURE TENANT (M OCCUPANCY
(N.I.C PART OF SEPARATE SUBMITTAL)
54 OCC X .15 =8 INCHES
97 OCC X .15 =15 INCHES
11 OCC X .15 =2 INCHES
8 OCC X .15 =2 INCHES
KITCHEN/ PREP (M OCCUPANCY)5 OCC X .15 =1 INCHES
TOTAL REQUIRED
385 X .15 58 INCHES
=590 INCHES
EXISTING OUTDOOR GARDEN CENTER
MIN. CLR. OPENING WIDTH IS 32"
CLR. WIDTH = 33" FOR 36" DOOR OPENINGS
45" FOR 48" DOOR OPENINGS
EGRESS WIDTH PROVIDED :
SALES AREA :725 INCHES
TOTAL INDOOR 890 INCHES
OUTDOOR GARDEN CENTER 132 INCHES
TABLE 1004.5
BUILDING AREAS
EXISTING BUILDING AREA
EXISTING OUTDOOR GARDEN CENTER
133,466 SF
13,287 SF
TABLE 1016.1 SECTION 105.3.2
THIS TABLE REPRESENTS EGRESS CALCULATIONS FROM THE PREVIOUS PERMIT SET UNDER THE 2007 CBC CODE DATE 08/17/09. IT HAS BEEN UPDATED TO CORRECT PREVIOUS MATCH ERRORS AND TO SHOW CURRENT CLEAR WIDTH AT MAIN DOORS.
ALL CHANGES HAVE BEEN SHOWN IN BOLD AND ITALICIZED TEXT. NO CHANGES ARE PROPOSED TO EXISTING BUILDING AREA.
NOTE: EXIT DOORS FROM THE INTERIOR OF
THE BUILDING INTO THE OUTDOOR GARDEN
CENTER ARE NOT INCLUDED IN THE SALES
AREA PROVIDED DOOR COUNT
EXISTING OUTDOOR GARDEN CENTER STORAGE 1,965 SF /300=7 OCC
OVERALL EXISTING BUILDING SQUARE
FOOTAGE: 134,935 SF
AREA OF REMODELING: 1,356 SF
ISSUE BLOCK
3600 W McFadden Ave -
1011183846/20/2024
L
ABBREVIATION LEGEND
ANCHOR BOLT
AMERICAN CONCRETE INSTITUTE
ABOVE FINISHED FLOOR
AMERICAN INSTITUTE OF STEEL CONSTRUCTION
ARCHITECTURAL
AMERICAN SOCIETY OF TESTING AND MATERIALS
AMERICAN WELDING SOCIETY
BELOW FINISHED FLOOR
BLOCK LINTEL
BOTTOM OF
BOTTOM OF STEEL
BEARING
CONTROL JOINT
CENTERLINE
CLEAR
CONCRETE MASONRY UNIT
COLUMN
CONCRETE
CONSTRUCTION
CONTINUOUS
DIAMETER
ELECTRICAL DISTRIBUTION CENTER
EXTERIOR INSULATION AND FINISH SYSTEM
EXPANSION JOINT
ELEVATION
ELECTRICAL
EQUAL
EACH WAY
FOUNDATION
FINISHED FLOOR
FIBER REINFORCED PLASTIC
FAR SIDE
FOOTING
GAUGE
GENERAL CONTRACTOR
GYPSUM BOARD
HANDICAP
HORIZONTAL
HEADED STUD ANCHOR
INFORMATION
ISOLATION
JOIST BEARING ELEVATION
JOIST
JOINT
KIPS PER SQUARE INCH
LENGTH
POUNDS
LONG LEG HORIZONTAL
LONG LEG VERTICAL
LONGITUDINAL
MAXIMUM
MECHANICAL
MECHANICAL ELECTRICAL PLUMBING
MINIMUM
MISCELLANEOUS
MASONRY OPENING
METAL
NOT IN CONTRACT
NUMBER
NEAR SIDE
NOT TO SCALE
ON CENTER
OUTSIDE DIAMETER
OPPOSITE HAND
POWDER ACTUATED FASTENER
POUNDS PER CUBIC FOOT
PLASTIC LAMINATE
PLATE
PREMOLDED EXPANSION JOINT
POUNDS PER SQUARE INCH
POUNDS PER LINEAR FOOT
QUANTITY
REFER TO
REINFORCING
REQUIRED
REVERSE
ROUGH OPENING
ROOF TOP UNIT
SCHEDULE
STEEL DECK INSTITUTE
SIMILAR
STEEL JOIST INSTITUTE
SPECIFICATIONS
STRUCTURAL
TOP AND BOTTOM
THICKNESS
TOP OF
TOP OF CONCRETE
TOP OF FOOTING
TOP OF GRADE BEAM
TOP OF MASONRY
TOP OF PAVING
TOP OF STEEL
TRANSVERSE
TYPICAL
VERTICAL
WALMART
GENERAL ABBREVIATIONS
AB
ACI
AFF
AISC
ARCH
ASTM
AWS
BFF
BL
BO
BOS
BRG
CJ
CL
CLR
CMU
COL
CONC
CONST
CONT
DIA
EDC
EIFS
EJ
EL
ELEC
EQ
EW
FDN
FF
FRP
FS
FTG
GA
GC
GYP BD
HC
HORIZ
HSA
INFO
ISO
JBE
JST
JT
KSI
L
LB
LLH
LLV
LONG
MAX
MECH
MEP
MIN
MISC
MO
MTL
NIC
NO
NS
NTS
OC
OD
OH
PAF
PCF
PLAM
PL
PMEJ
PSF
PSI
QTY
REF
REINF
REQD
REV
RO
RTU
SCHED
SDI
SIM
SJI
SPECS
STRUC
T&B
THK
TO
TOC/TC
TOF
TOGB
TOM
TOP/TP
TOS
TRANS
TYP
VERT
WM
ABBR DEFINITION
UNO UNLESS NOTED OTHERWISE
PLF
POUNDS PER SQUARE FOOT
GM GENERAL MERCHANDISE
GROCERYGR
MASONRY ELEVATIONME
MECHANICAL AIR UNITMAU
EXHAUST FANEF
CONDENSING UNITCU
FIELD VERIFYFV
ELECTRIC WATER COOLEREWC
EXISTING TO REMAINETR
ADA AMERICANS WITH DISABILITIES ACT
DIRECTS SHIPPING DELIVERYDSD
ADJ ADJACENT
HIGH DEFINITION TELEVISIONHDTV
HOLLOW STRUCTURAL SECTIONHSS
PVC POLYVINYL CHLORIDE
ACRYL ACRYLIC
PLASTICPLAST
TEMPEREDTEMP
ELECTRONIC ARTICLE SURVEILLANCEEAS
REFRIGERATION CONTRACTORRC
STANDARDSTD
ABOVE FINISHED GRADEAFG
SANITARY COVE BASESCB
STAINLESS STEELSS
PHARMACY PAINT FIX CLEANRXPFC
VISION CENTER PAINT FIX CLEANVCPFC
WIDTHW
HEIGHTHT
PAINT, FIX, CLEANPFC
MANUFACTURERMFR
LUXURY VINYL TILELVT
EXPOSED CONCRETEEC
DEFINITION LEGEND
FINAL MERCHANDISE PLAN -FINALIZED MERCHANDISE PRINT FROM WM
ALSO REFERRED TO AS THE DEAL BOX COPY
SYMBOLS LEGEND
2-A2
10.1
X-XX
100
A6
101
A
M
100'-0"
FF EL
100'-0"
X.XX
100
X.XX
X.XX X.XX
X.XX X.XX
X.XX
X.XX
X.XX
5
A2
5
A2
KEYNOTE INDICATOR
FULL AND PARTIAL
SECTION INDICATOR
EXTERIOR AND INTERIOR
ELEVATION INDICATOR
ROOM NAME AND NUMBER
COLUMN LINE INDICATOR
HEIGHT ELEVATION INDICATOR
PLAN ELEVATION INDICATOR
ENLARGED DETAIL INDICATOR
PARTITION TYPE INDICATOR
COLOR INDICATOR
DOOR INDICATOR
WINDOW INDICATOR
DETAIL INDICATOR
REFERENCE AT KEYNOTE INDICATOR
TV MONITOR
A KEYNOTE OR BLOCK OF
KEYNOTES WITH A LEADER
ATTACHED APPLY SPECIFICALLY
TO THE ITEM, AREA, OR SURFACE
TO WHICH THE LEADER IS
POINTING
IN ADDITION TO THE ROOM FINISH
SCHEDULE, A KEYNOTE OR BLOCK
OF KEYNOTES ATTACHED TO THE
ROOM NAME TAG APPLY TO THE
ENTIRE ROOM
SALES
A
SALES
P3
2-A2
SITE VERIFICATION REQUIREMENTS:
GENERAL CONSTRUCTION REQUIREMENTS:
DEMOLITION REQUIREMENTS:
1. THE ARCHITECT HAS PREPARED THESE DRAWINGS BASED ON THE EXISTING BUILDING CONDITIONS. IT IS THE RESPONSIBILITY OF THE CONTRATOR TO VERIFY ALL THE
EXISTING CONDITIONS PRIOR TO THE SUBMISSION OF HIS BID AND THE COMMENCEMENT OF ANY WORK. NO ADDITIONAL COMPENSATION WILL BE PAID DUE TO THE
CONTRACTOR'S FAILURE TO ACQUAINT HIMSELF WITH EXISTING SITE CONDITIONS WHICH INCLUDE, BUT ARE NOT LIMITED TO EXISTING WALL, CEILINGS, OR UTILITIES.
2. ANY DISCREPANCY WITH THE EXISTING SITE CONDITIONS AND/OR THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT FOR CLARIFICATION AND
INSTRUCTION. THESE CONSTRUCTION DOCUMENTS HAVE BEEN DESIGNED AND DRAWN ASSUMING EXISTING BUILDING CONDITIONS MATCH THE ORIGINAL DRAWINGS.
THE GENERAL CONTRACTOR, IMMEDIATELY UPON ARRIVAL AT THE SITE, SHALL VERIFY ALL EXISTING STRUCTURAL COLUMN DIMENSIONS, STRUCTURAL BEARING
HEIGHTS, EXISTING DIMENSIONS, TOP OF MASONRY ELEVATIONS, ROOFING CONDITIONS (INCLUDING PARAPETS, SCUPPERS AND ROOF DRAINS), AND JOIST BEARING
ELEVATIONS PRIOR TO THE FABRICATION OF ANY STRUCTURAL ITEMS. IF DISCREPANCIES ARE FOUND BETWEEN WHAT IS SHOWN ON THE DRAWINGS AND EXISTING
FIELD CONDITIONS, CONTACT THE WALMART CONSTRUCTION MANAGER AND THE ARCHITECT IMMEDIATELY TO DETERMINE WHAT ACTION SHOULD BE TAKEN TO MATCH
EXISTING CONDITIONS. THE BEGINNING OF STRUCTURAL STEEL FABRICATION BY THE GENERAL CONTRACTOR, STEEL FABRICATOR, OR JOIST MANUFACTURER MEANS
ACCEPTANCE OF THE EXISTING CONDITIONS.
3. ALL UTILITY LOCATIONS SHOWN ARE APPROXIMATE. THE CONTRACTOR SHALL FIELD VERIFY THE EXACT LOCATION OF ALL EXISTING UTILITIES (WHETHER SHOWN OR
NOT) PRIOR TO THE SUBMISSION OF A BID OR THE COMMENCEMENT OF CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE WALMART CONSTRUCTION MANAGER OF
THE DISCOVERY OF EXISTING UTILITIES NOT SHOWN OR NOTED ON DRAWINGS.
4. THE CONTRACTOR SHALL VERIFY AND MAINTAIN (REPAIR IF DAMAGED) EXISTING IRRIGATION SYSTEMS AFFECTED BY THE CONSTRUCTION OF THIS PROJECT.
5. THE CONTRACTOR SHALL FIELD LOCATE AND VERIFY ALL PROPERTY LINES, EASEMENTS, SETBACKS AND RESTRICTIONS. A REGISTERED SURVEYOR SHALL ESTABLISH
ALL PROPERTY LINES AND SETBACKS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION AND CLEARLY FLAG PROPERTY LINES AND SETBACKS. IT REMAINS THE
RESPONSIBILITY OF THE GENERAL CONTRACTOR TO DETERMINE EXACT LOCATION OF ALL SAID BOUNDARIES.
6. THE CONTRACTOR SHALL VERIFY EXACT LOCATIONS AND DEPTHS OF UNDERGROUND UTILITY SERVICES PRIOR TO ANY EXCAVATION.
7. THE CONTRACTOR SHALL VERIFY ALL GRADES AND PROPOSED FINAL GRADES. IF RAMPS, STOOPS, STAIRS, SIDEWALKS, FLATWORK OR PAVING ARE INSTALLED, VERIFY
FINAL GRADES SURROUNDING THE NEW CONSTRUCTION AND ADJUST STAIR RISERS, RAMP LENGTHS, LIMITS OF PAVING, ETC., TO ACCOMMODATE THE REQUIRED RAMP
SLOPE, RISER HEIGHTS OR PAVING AREAS. ALL RAMPS AND STAIRS SHALL MEET ADA-ADAAGS (OR ADOPTED HANDICAP ACCESSIBILITY REQUIREMENTS). IF THERE IS A
CONFLICT IN FIELD CONDITIONS, NOTIFY WALMART CONSTRUCTION MANAGER AND THE ARCHITECT PRIOR TO THE CONSTRUCTION OR ORDERING OF MATERIALS.
8. NOT USED.
9. NOT USED.
10. NOT USED.
11. REPORT ANY DISCREPANCIES FOUND IN THE FIELD IMMEDIATELY TO WALMART AND THE ARCHITECT PRIOR TO MAKING ANY STRUCTURAL MODIFICATIONS OR ORDERING
OF ANY MATERIALS.
1. ALL DEMOLITION SHALL BE CARRIED OUT IN A SAFE MANNER AND IN STRICT ACCORDANCE WITH OSHA REGULATIONS.
2. THE CONTRACTOR SHALL FIELD VERIFY THE EXTENT OF DEMOLITION. THE WORK INCLUDES, BUT IS NOT LIMITED TO, THE DEMOLITION AND REMOVAL OF WALLS, DOORS,
FIXTURES, PLUMBING, PAVING, MECHANICAL AND ELECTRICAL ITEMS INCLUDING CONDUITS AND DUCTWORK AS SHOWN ON DRAWING OR AS REQUIRED FOR THE
INSTALLATION OF THE NEW WORK FOR A COMPLETE JOB.
3. WHEN UTILITIES ARE REMOVED, CAP AND SEAL A MINIMUM OF 8" BELOW FINISH FLOOR OR A MINIMUM OF 6" ABOVE FINISH CEILING.
4. WHEN REMOVING EXISTING STRUCTURAL ITEMS, IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ADEQUATE SHORING, BRACING AND SUPPORT SYSTEMS TO
KEEP THE EXISTING STRUCTURE INTACT AND IN A SAFE CONDITION. REFER TO SECTIONS 02023 AND 02251.
5. NOT USED.
6. NOT USED.
7. NOTES INDICATING DEMOLITION WORK ARE NOT CONFINED SOLELY TO THE DEMOLITION PLANS. THE GENERAL CONTRACTOR SHALL REVIEW ALL CONSTRUCTION
DOCUMENTS, INCLUSIVE OF SCHEDULES AND SPECIFICATIONS, TO DETERMINE FULL EXTENT OF DEMOLITION WORK.
8. REFER DETAILS 2,3,4,5 AND 6-D1 WHEN DEMOLITION REQUIRES THE USE OF A DUSTWALL.
1. ALL WORK SHALL BE DONE IN A SAFE AND WORKMANLIKE MANNER AND IN STRICT ACCORDANCE WITH THE LOCAL AND/OR STATE (IF APPLICABLE) BUILDING CODES,
NATIONAL ELECTRIC CODE, CABC AND OTHER ADOPTED ACCESSIBILITY STANDARDS, OSHA, AND ALL APPLICABLE CODES, REGULATIONS, ORDINANCES AND
AUTHORITIES HAVING JURISDICTION (AHJ).
2. PROVISIONS REGARDING THE USE OF GAS AND DIESEL EQUIPMENT WITHIN AN ENCLOSED BUILDING, FORMERLY INCLUDED IN THIS PARAGRAPH, ARE NOW INCLUDED IN
SECTION 01351 - REGULATORY COMPLIANCE
3. PROVISIONS REGARDING CORDS FOR ELECTRICAL EQUIPMENT AND ROUTING OF EQUIPMENT CORDS AND HOSES, FORMERLY INCLUDED IN THIS PARAGRAPH, ARE NOW
INCLUDED IN SECTION 01351 - REGULATORY COMPLIANCE
4. EACH SUBCONTRACTOR IS RESPONSIBLE FOR HAVING A THOROUGH KNOWLEDGE OF ALL DRAWINGS AND SPECIFICATIONS IN THEIR RELATED FIELD. THE FAILURE TO
REVIEW THESE DOCUMENTS DOES NOT RELIEVE THE SUBCONTRACTOR OF ANY RESPONSIBILITY FOR PERFORMING WORK PROPERLY. NO ADDITIONAL COMPENSATION
SHALL BE ALLOWED BECAUSE OF CONDITIONS THAT OCCUR DUE TO FAILURE TO FAMILIARIZE WORKERS WITH THIS KNOWLEDGE.
5. THE EXISTING BUILDING SHALL BE PROTECTED FROM MOISTURE, DUST AND DEBRIS. INSTALL DUST PARTITIONS OR DRAPES AS REQUIRED AND/OR AS DIRECTED BY
WALMART CONSTRUCTION MANAGER TO KEEP DUST AND MOISTURE FROM THE OPERATING AREAS OF THE STORE.
6. ANY DAMAGE TO WALMART'S PROPERTY, WHICH OCCURS DURING THE PROCESS OF CONSTRUCTION SHALL BE REPAIRED/REPLACED AT NO ADDITIONAL COST TO
WALMART; THIS INCLUDES ALL MERCHANDISE. CONTRACTOR SHALL PAY THE COST FOR ALL DAMAGED MERCHANDISE.
7. THE CONTRACTOR SHALL MAINTAIN THE INTEGRITY OF THE EXISTING BUILDING SECURITY AT ALL TIMES. THIS INCLUDES KEEPING THE BUILDING SECURE FROM
PERSONS, ENVIRONMENTAL ELEMENTS OR HAZARDS. THE CONTRACTOR SHALL BE RESPONSIBLE TO MAINTAIN THE INTEGRITY OF ALL EXISTING SECURITY SYSTEMS.
THE CONTRACTOR SHALL OBTAIN PERMISSION FROM THE STORE MANAGER PRIOR TO THE MODIFICATION OF ANY EXISTING SECURITY SYSTEM FOR THE OPENING
(DEMOLITION) OF ANY EXTERIOR WALL.
8. THE CONTRACTOR SHALL KEEP THE WORK AREA CLEAN AND FREE OF DEBRIS AND REMOVE ALL TRASH AND DEBRIS FROM THE CONSTRUCTION AREA DAILY. NO
FLAMMABLE MATERIALS OR LIQUIDS MAY BE STORED IN THE EXISTING BUILDING OR IN ANY NEW ADDITION.
9. REMOVE ANY EXISTING EQUIPMENT, FIXTURES, FURNISHINGS, ACCESSORIES, SERVICES, FINISHES OR SURFACES AS REQUIRED SHOWN OR NOT SHOWN, FOR THE
INSTALLATION OF NEW CONSTRUCTION. PROVIDE FURRING FOR CONDUITS AND PIPING, SHOWN OR NOT, AND FINISH OUT FURRING TO MATCH ADJACENT EXISTING
FINISHES.
10. REPAIR, RE-ROUTE, AND EXTEND ALL SERVICES, PIPING, CONDUIT OF EXISTING ITEMS AND EQUIPMENT AS REQUIRED DURING THE CONSTRUCTION PROCESS TO
MAINTAIN NORMAL STORE OPERATIONS AND AS REQUIRED FOR THE INSTALLATION OF NEW CONSTRUCTION. THIS INCLUDES ALL ITEMS SHOWN OR NOT SHOWN ON THE
DRAWINGS. RESET EXISTING EQUIPMENT, FIXTURES, FURNISHINGS, ACCESSORIES OR RELATED ITEMS AS REQUIRED FOR PROPER OPERATION.
11. WHEN EQUIPMENT, FIXTURES, FURNISHINGS, ACCESSORIES, SERVICES, FINISHES OR SURFACES ARE TEMPORARILY REMOVED OR RELOCATED IN ORDER TO PERFORM
WORK, THE CONTRACTOR IS RESPONSIBLE FOR RETURNING THEM TO THEIR ORIGINAL POSITION, RECONNECTION OF SERVICES AND APPROPRIATE MEANS OF
ATTACHMENT UNLESS SPECIFICALLY DIRECTED TO DO OTHERWISE.
12. WHERE EXISTING FINISHES ARE TO REMAIN, CLEAN, REPAIR, PATCH AND REPAINT AS NECESSARY TO BLEND IN WITH ADJACENT WORK. COORDINATE WITH WALMART
CONSTRUCTION MANAGER.
13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE TIMELY ORDERING OF MATERIALS TO PROHIBIT DELAYS OF THE CONSTRUCTION SCHEDULE OF THIS PROJECT. IT IS
THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE DELIVERY OF MATERIALS IN A TIMELY MANNER.
14. NOT USED.
15. THE GENERAL CONTRACTOR SHALL RESPOND TO ALL REQUIREMENTS OF THE STRUCTURAL ENGINEER/ARCHITECT FOR VERIFICATIONS, RESPONSES, AND
SUBMISSIONS.
16. IF MODIFICATION TO SPRINKLER SYSTEM IS REQUIRED THE GENERAL CONTRACTOR SHALL HIRE A LICENSED SPRINKLER CONTRACTOR. CONTRACTOR TO SUBMIT
SIGNED AND SEALED SPRINKLER DRAWINGS FOR APPROVAL PRIOR TO ANY ALTERATION OF THE AUTOMATIC SPRINKLER SYSTEM. WORK TO BE DONE UNDER SEPARATE
PERMIT.
17. NOT USED.
18. MUD AND DEBRIS TRACKED ONTO OWNER PAVING OR CITY STREETS TO BE CLEANED IMMEDIATELY.
19. BUILDING COMPONENTS AFFECTED BY THE SCOPE OF WORK AND ALLOWED TO REMAIN SHALL BE SECURED TO PREVENT FALLING, LOOSENING, OR CREATING DAMAGE
OF ANY KIND IN THE FUTURE.
20. SCHEDULE ALL WORK TO KEEP DISRUPTIONS TO THE STORE AT A MINIMUM. COORDINATE UTILITY DISRUPTIONS WITH THE STORE MANAGER.
SHEET:
DRAWN BY:
CHECKED BY:
PROTO CYCLE:
DOCUMENT DATE:
CO
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0
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2
0
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4
7
:
5
5
:
5
6
A
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N1
GENERAL
INFORMATION
ATL
23
8
0
3
SA
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A
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02
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0
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02/02/24
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12/15/23
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ISSUE BLOCK
A1 Addendum1 02/22/2024
A1
LAOFCIF
ANIRO
RENEWAL
DATE
L
I
CENSE D A R CHITE
C
T
PAGE WINKLER
9-30-2025
C-31839
STATE
05.17.2024
3600 W McFadden Ave -
1011183846/20/2024
SEWER CLEANOUT
SCO
PP
FH
ICV
FH
WV
IRR
ICV
ADJACENT TENANT
W
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N
A
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N
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EXISTING SITE
BOUNDARY
SITE BOUNDARY
SHEET:
DRAWN BY:
CHECKED BY:
PROTO CYCLE:
DOCUMENT DATE:
CO
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SEAL:
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1
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SP1
SITE PLAN
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4
1" = 40'-0"1 SITE PLAN
NORTH
ISSUE BLOCK
LAOFCIF
ANIRO
RENEWAL
DATE
L
I
CENSE D A RCHITE
C
T
PAGE WINKLER
9-30-2025
C-31839
STATE
3600 W McFadden Ave -
1011183846/20/2024
GR1 GR1
GR
1
G
R
1
G
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1
G
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1
UP
UP
SCO
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4
8
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4'-0"
DN
UP
MECH
STORAGE
VESTIBULE
PH
A
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C
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T
WASHERFLUID55
GALLONCONTAINER
LUBE
GREASE
LOW WALL
HWH
WINDSHIELD
O
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DD
DD
MONEY SERVICES - WALL MOUNT DIGITAL MENU BOARD
OO
DD
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AIR
COMPRESSOR
CU
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3'
3' 1'4'
8'
PLASTIC
RECYCLING
PLASTIC
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40
0
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4
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K
DOCK LIGHT
FRONT
BATTERY
FLOW-THRU RACK
DOCK LIGHT
DOCK LIGHT
-
SALES
100
RECEIVING-GM
178
5"
PASS-THRUPASS-THRU
PASS-THRU
STOCKROOM
179
_____
VC1
2_____
VC1
1
SHEET:
DRAWN BY:
CHECKED BY:
PROTO CYCLE:
DOCUMENT DATE:
CO
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2/
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2
0
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4
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:
3
6
:
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2
A
M
A1
FLOOR PLAN
JR/ML/SC
23
8
0
3
SA
N
T
A
A
N
A
,
C
A
02
/
0
2
/
2
4
02/02/24
ST
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:
0
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5
1
7
-
1
0
0
1
13
5
12/15/23
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36
0
0
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A
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C
A
9
2
7
0
4
1" = 20'-0"1 FLOOR PLAN
PAINT VERTICALLY MOUNTED HVAC
GRILLS TO MATCH ADJACENT WALLS
NOTE: ARTIFICIAL LIGHT SHALL BE
PROVIDED THAT IS ADEQUATE TO
PROVIDE AN AVERAGE ILLUMINATION
OF 10 FT-CANDLES (107 LUX) OVER
THE AREA OF THE ROOM AT A HEIGHT
OF 30" ABOVE THE FLOOR LEVEL
NOTE: THE MEANS OF EGRESS,
INCLUDING THE EXIT DISCHARGE,
WILL BE ILLUMINATED TO A LEVEL OF
NOT LESS THAN ONE FOOT-CANDLE
AT THE WALKING SURFACE AT ALL
TIMES THE BUILDING SPACE SERVED
BY THE MEANS OF EGRESS IS
OCCUPIED.
ISSUE BLOCK
3600 W McFadden Ave -
1011183846/20/2024
DEMO AREASALES
2x4 TREATED WOOD
SILL PLATE
CONTINUOUS
SEALANT BOTH SIDES
OF SILL PLATE
2x4 STUDS @ 24"
OC (TYPICAL)
PAINT TO MATCH
ADJACENT
WALLS
EXISTING WALL TO
REMAIN
1/2" C/D EXT. PLYWOOD
SCREWED TO STUDS OVER
6 MIL CLEAR POLY SHEETS
2x WOOD PLATE
CONTINUOUS SEALANT
NOTE:
THE GENERAL CONTRACTOR SHALL
REPAIR/REPLACE ANY DAMAGED FLOOR TILE
DUE TO INSTALLATION OR REMOVAL OF
TEMPORARY SECURITY ENCLOSURE.
MAX
2'-0"
EX
I
S
T
I
N
G
O
P
E
N
I
N
G
3'
-
0
"
MI
N
PAINT DUST WALLS TO MATCH
ADJACENT IF DUST WALLS TO
BE IN PLACE MORE THAN TWO
WEEKS. COORDINATE WITH
WALMART CONSTRUCTION
MANAGER
DETAIL:
PLAN:
A3
LETTER
INDICATES
PARTITION TYPE
REF PLANS AND
SHEET A6
NUMBER
INDICATES STUD
HEIGHT
NO NUMBER
INDICATES STUD
HEIGHT TO
BOTTOM OF ROOF
DECK, TYP12
NUMBER INDICATES
STUD SIZE AS
FOLLOWS:
REFERENCE SIDE
OPPOSITE SIDE 1 -1 5/8" METAL STUD
2 -2 1/2" METAL STUD
3 -3 5/8" METAL STUD
6 -6" METAL
8 -8" CMU
12 -12" CMU
REF SPECS FOR STUD GAUGE AND SPACING
EXISTING CMU WALL
NEW STUD WALL
X
XX.X
DETAIL NUMBER
SHEET NUMBER
PARTITION LEGEND
PARTITION TYPES
REFERENCE SIDE OPPOSITE SIDE
A
BATT INSULATION
AT EXTERIOR
WALLS ONLY
1/2" PLYWOOD
USE 1/2" WATER
RESISTANT
GYPSUM BOARD
AT WET AREAS
FOR FURRING
ATTACHMENT
FACE OF WALL
AS OCCURS
METAL STUDS SET
1/2" OFF FACE OF
EXTERIOR WALL
UNO
SHEET:
DRAWN BY:
CHECKED BY:
PROTO CYCLE:
DOCUMENT DATE:
CO
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:
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:
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:
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.
SEAL:
5/
2
0
/
2
0
2
4
7
:
5
7
:
3
0
A
M
VC0
SCHEDULES
AND DETAILS
23
8
0
3
SA
N
T
A
A
N
A
,
C
A
02
/
0
2
/
2
4
02/02/24
ST
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N
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:
2
5
1
7
13
5
12/15/23
SA
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A
N
A
,
C
A
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0
0
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N
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N
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,
C
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9
2
7
0
4
3/4" = 1'-0"1 TEMPORARY SECURITY CLOSURE
OWNER SUPPLIED ITEMS
WDS # COUNT Family TYPE MODEL
[QUALSERV SOLUTIONS LLC][IDX CORPORATION]
VC2001 1 VISION CENTER 2.0 - AW1-36 - Accessory Fixture - 36in
Wide
VISION CENTER 2.0 - AW1-36 -
Accessory Fixture - 36in Wide
AW1-36
N/A 1 VISION CENTER 2.0 - Base Cabinet - 2 Door ADJUSTMENTS ---
1 VISION CENTER 2.0 - BRS - Sink Cabinet BRS-1
VC2007 1 VISION CENTER 2.0 - BW-3 - Backwrap VISION CENTER 2.0 - BW-3 -
Backwrap
UNKNOWN
VC2061 1 VISION CENTER 2.0 - Ceiling Feature - Direct Mounted 6'-4" x 10'-4" 6'-4" x 10'-4"
VC2061 1 VISION CENTER 2.0 - Ceiling Feature - Direct Mounted 6'-4" x 16'-4" 6'-4" x 16'-4"
VC2063 6 VISION CENTER 2.0 - Chair - 2D VISION CENTER 2.0 - Chair - 2D
1 VISION CENTER 2.0 - Countertop - Straight VISION CENTER 2.0 - Countertop -
Straight
VC2017 1 VISION CENTER 2.0 - CW-1 - Cashwrap VISION CENTER 2.0 - CW-1 -
Cashwrap
CW-1
VC2024 3 VISION CENTER 2.0 - Focal Wall Full Height Mirror VISION CENTER 2.0 - Focal Wall Full
Height Mirror
---
VC2030 3 VISION CENTER 2.0 - LAF-1 - Loose Accessory Fixture VISION CENTER 2.0 - LAF-1 - Loose
Accessory Fixture
LAF-1
VC0037 1 VISION CENTER 2.0 - Lensometer Stand VISION CENTER 2.0 - Lensometer
Stand
UNKNOWN
VC2032 1 VISION CENTER 2.0 - LT8 - Low Table - Assembly VISION CENTER 2.0 - LT8 - Low Table
- Assembly
LT8
VC2048 1 VISION CENTER 2.0 - LT12 - Low Table Assembly - double
LTWS1
VISION CENTER 2.0 - LT12 - Low
Table Assembly - double LTWS1
LT12
1 VISION CENTER 2.0 - MFW1 - 10ft Monitor Focal Wall VISION CENTER 2.0 - MFW1 - 10ft
Monitor Focal Wall
VC0010 5 VISION CENTER 2.0 - Monitor Arm VISION CENTER 2.0 - Monitor Arm UNKNOWN
VC2040 1 VISION CENTER 2.0 - PWF-2 - Perimeter Focal Wall With 3
Drawers
VISION CENTER 2.0 - PWF-2 -
Perimeter Focal Wall With 3 Drawers
PWF-2
VC2042 3 VISION CENTER 2.0 - PWNF-1 - Perimeter Non-Focal Wall -
Single
VISION CENTER 2.0 - PWNF-1 -
Perimeter Non-Focal Wall - Single
PWNF-1
VC2041 2 VISION CENTER 2.0 - PWNF-2 - Perimeter Non-Focal Wall -
Double
VISION CENTER 2.0 - PWNF-2 -
Perimeter Non-Focal Wall - Double
PWNF-2
VC2045 2 VISION CENTER 2.0 - TPC-1 - Tray Processing Cabinet VISION CENTER 2.0 - TPC-1 - Tray
Processing Cabinet 2
TPC-1
N/A 1 VISION CENTER 2.0 - Upper Cabinet - 2 Door ADJUSTMENTS ROOM - SHORT
CABINET
UNKNOWN
N/A 2 VISION CENTER 2.0 - Upper Cabinet - 2 Door ADJUSTMENTS ROOM - TALL
CABINET
UNKNOWN
EXISTING DOOR AND FRAME SCHEDULE
DETAIL REFERENCES ARE TO SHEET A8 UNO
MARK ROOM NAME
DOOR FRAME DETAIL FIRE
RATING
(MIN)NOTESNEW/ ETR TYPE MATERIAL QTY
NOMINAL SIZE
GLASS
NEW/
ETR TYPE MATERIAL HEAD JAMB THRESHOLDWIDTH HEIGHT
700A OPTICAL SALES ETR D ALUM 1 3' - 0" 7' - 0" TEMPERED ETR 1 ALUM [15] [14] [13] --- [---]
701A ADJUSTMENTS ETR G HM-STL 1 3' - 0" 7' - 0" TEMPERED ETR 1 HM-STL [15] [14] [13] --- [---]
703A PRETEST ETR F HM-STL 1 3' - 0" 7' - 0" --- ETR 1 HM-STL [15] [14] [13] --- [---]
705A EXAM #1 ETR F HM-STL 1 3' - 0" 7' - 0" --- ETR 1 HM-STL [15] [14] [13] --- [---]
706A EXAM #2 ETR F HM-STL 1 3' - 0" 7' - 0" --- ETR 1 HM-STL [15] [14] [13] --- [---]
707A WAITING ETR D ALUM 1 3' - 0" 7' - 0" TEMPERED ETR 1 ALUM [15] [14] [13] --- [---]
707B WAITING ETR F HM-STL 1 3' - 0" 7' - 0" --- ETR 1 HM-STL [15] [14] [13] --- [---]
DOOR SCHEDULE NOTES
2. ALARM OR EXIT DEVICE
3. LATCH OR LOCK SET
33. SIGNAGE: PROVIDE 1" HIGH LETTERS IN CONTRASTING
COLORS TO BACKGROUND. TEXT TO READ "WHEN LIGHT
IS FLASHING, ALARM WILL SOUND."
39. DOOR AND HARDWARE FURNISHED, INSTALLED AND
PAINTED BY GC.
ISSUE BLOCK
A1 Addendum1 02/22/2024
A1
A1
LAOFCIF
ANIRO
RENEWAL
DATE
L
I
CENSE D A R CHITE
C
T
PAGE WINKLER
9-30-2025
C-31839
STATE
05.17.2024
3600 W McFadden Ave -
1011183846/20/2024
5'-0" DIAMETER
TURNAROUND
REMOVE ALL PVC FLOORING ON OPTICAL SALES FLOOR
WHERE SHOWN HATCHED. EXISTING CONCRETE
FLOORING TO BE EXPOSED.
REF SPECS 03366
REMOVE EXISTING
CASEWORK, REPAIR AND
PREPARE FINISHES
WHERE DAMAGED
REMOVE EXISTING
DISPENSING TABLES
REMOVE EXISTING
DISPENSING TABLES
CASHWRAP,
FITTING TABLE, AND
JOB TRAY TO BE
RELOCATED AND
USED AS A
TEMPORARY KIOSK
LINE OF FLOORING
TRANSITION
REMOVE ALL CEILING TILES, REPAIR
EXISTING CEILING GRID TO REMAIN.
REMOVE EXISTING FLOOR FINISHES AND
PREPARE CONCRETE FOR NEW FINISHES.
REMOVE EXISTING WALL BASE AND WALL
GUARDS, PREPARE WALLS FOR NEW
FINISHES.
EXISTING
BULKHEAD TO
REMAIN
REMOVE ALL PVC FLOORING AT
ADJUSTMENTS WHERE SHOWN
HATCHED.
REMOVE ANY
COUNTERTOPS,
MILLWORK AND
PLUMBING
FIXTURES
EXISTING DOORS TO
REMAIN, TYPICAL
EXISTING DOOR TO
REMAIN, TYPICAL
EXISTING FLOORING TO REMAIN
IN DOCTOR'S OFFICES
EXISTING WALL GUARDS TO REMAIN
REFERENCE DETAIL
FOR TEMPORARY PLAN
3 -VC1
REMOVE DOOR AND
INFILL OPENING TO
MATCH EXISTING
8 1/4"
2'
-
0
"
TRANSACTION
WINDOW TO BE
LOWERED TO 2'-10".
INSTALLED BY GC.
6 -VC1
EXAM
ARMSTAND
EXAM
CHAIR
P213 P213
P213
P213
EXAM #1
705
EXAM #2
706
CONTACTS
702
RECEPTION
708
WAITING
707
HALLWAY
713
PRETEST
703
54"x60" CLEAR
FLOOR SPACE
48"x48" CLEAR
FLOOR SPACE
7 -VC1.1
6
-
VC
1
.
1
ADJUSTMENTS
701
4'-0" HIGH ALUMINUM
CORNER GUARD TYPICAL
ALL OUTSIDE CORNERS
4 -VC1.1
5
-
VC
1
.
1
P208
3
-
VC
1
.
1
2 -VC1.1
1
-
VC
1
.
1
POWER POLE
OWNER
FURNISHED, GC
INSTALLED
"SANTAMARGHERITA"
QUARTZ LYSKAMM TOPS
"SANTAMARGHERITA"
QUARTZ LYSKAMM TOP
CREDENTIALS
CEILING FEATURE
REF SHEET VC1.2
CEILING FEATURE
REF SHEET VC1.2
TRANSITION STRIP
FURNISHED BY
OWNER AND
INSTALLED BY GC
REF
7'-5 3/4"7'-6 1/4"
6'
-
5
3
/
4
"
2'
-
7
"
4'
-
0
1
/
2
"
1'
-
1
0
"
OPTICAL SALES
700
EXISTING BULKHEAD4 -VC1
13'-6"
8 -VC2
FACE OF NEW GYP FURRING TO
BE FLUSHED WITH ADJACENT
SURFACE. SALES FLOOR SIDE
OF WALL TO HAVE PLYWOOD
BACKING TO MATCH EXISTING
ADJACENTSALES FLOOR
2'-0"
8 -VC1.1
A6
30" x 48"CLEAR FLOOR
SPACE FOR PARALLEL APPROACH
30" x 48"CLEAR FLOOR
SPACE FOR PARALLEL
APPROACH
30" x 48"CLEAR FLOOR
SPACE FOR PARALLEL
APPROACH
2'-0"
1
1
1
9'
-
0
"
NEW LEDGE
SYSTEM, REF 5-VC1
ALIGN WITH
BOTTOM OF
OPENING
14
'
-
0
"
P162
PAINT LINE
AT 14'-0" AFF
P209
1.WORK SHALL BE ACCOMPLISHED IN A MANNER
THAT WILL NOT AFFECT CURRENT VISION
CENTER OPERATIONS.
2.ALL NECESSARY PRECAUTIONS SHALL BE TAKEN
TO PROTECT VISION CENTER EQUIPMENT DURING
REPAIR WORK.
3.GENERAL CONTRACTORS SHALL LEAVE VISION
CENTER IN A CLEAN AND OPERATIONAL MANNER
AT THE END OF EACH WORK SESSION.
4.PATCH AND REPAIR ANY EXISTING DAMAGED
WALLS AND PREPARE TO RECEIVE FINISHES TO
MATCH ADJACENT EXISTING WALL.
PFC NOTES SHEET NOTES
1. ALL ELECTRICAL WORK INCLUDING DATA AND
POWER DISCONNECTION BY GC.
2. REMOVAL OF POWER POLES AND
REINSTALLATION OF NEW POLES BY GC. DATA
LINES BY OTHERS.
3.GENERAL CONTRACTOR RESPONSIBLE FOR ALL
ELECTRICAL AND PLUMBING WORK.
4.GC RESPONSIBLE FOR ANCHORING ALL MILLWORK
TO PREVENT OVERTURNING, REFERENCE
MILLWORK MANUFACTURERS INSTRUCTIONS FOR
CLEAT HEIGHTS.
5. CAULK ALL COUNTERS AND BACKSPLASHES TO
THE WALL
6.PATCH AND REPAIR WALLS AT ANY REMOVED
ELECTRICAL BOXES.
7.ALL NEW COUNTERS, CASEWORK, SHELVES,
MILLWORK , DISPENSERS, ARE TO BE FURNISHED BY
WALMART AND INSTALLED BY GC.
8.COMPUTER SYSTEMS AND EQUIPMENT
FURNISHED AND INSTALLED BY OWNER UNO.
9.INTERIOR PLAN DIMENSIONS ARE TO FACE OF
FINISH AT EXISTING WALLS.
10.IF SOUND ATTENUATION INSULATION DOES NOT
EXIST IN EXISTING EXAM ROOM WALLS ADJACENT
TO RESTROOM, INSTALL CONTINUOUS SOUND
ATTENUATION INSULATION FLOOR TO CEILING.
11. IF SOUND ATTENUATION INSULATION DOES NOT
EXIST IN EXISTING EXAM ROOM CEILING, INSTALL
NEW SOUND ATTENUATION INSULATION ABOVE THE
CEILING.
12.UNLESS FLOOR BOXES ARE STILL IN SERVICE
EXISTING FLOOR BOXES IN VISION CENTER TO BE
ABANDONED, REF ELECTRICAL FOR DEMOLITION
OF EXISTING CIRCUITRY. REMOVE AND INFILL
ABANDONED FLOOR RECESSED ELECTRICAL AND
DATA OUTLETS. PATCH AND REPAIR SUBSTRATE
FOR NEW FLOOR FINISHES.
13.ALL NEW WALLS IN OPTICAL SALES SHALL HAVE 1/2"
PLYWOOD TO UNDER 1/2" GYPSUM BOARD.
14.PATCH AND REPAIR ALL WALL AREAS TO MATCH
ADJACENT SURFACES AND FINISHES.NEW WALL
SURFACES IN OFFICES TO RECEIVE MATCHING
ORANGE PEEL TEXTURE IF EXISTING.
15.INSTALL BASE AFTER INSTALLATIONS OF OWNER
FURNISHED CABINETS.
16.RELOCATE EXISTING PAPER TOWEL AND SOAP
DISPENSERS.
17.PAINT ALL HOLLOW METAL DOORS AND FRAMES
P162 INCLUDING DOCTORS AREA.
18.ALL WOOD MATERIAL SHOWN IN DETAILS ON THIS
SHEET SHALL BE FIRE RETARDANT TREATED
WOOD (FRTW) IN ACCORDANCE WITH
INTERNATIONAL BUILDING CODE SECTION 603.1.
THIS INCLUDES ALL REFERENCES TO "BLOCKING",
"NAILERS", "PLYWOOD", "SHEATHING", AND IF
APPLICABLE "WOOD STUDS".
19.DO NOT DISTURB / MOVE DOCTORS EQUIPMENT IN
EXAM / PRETEST. CAREFULLY PAINT AROUND
AND DO NOT REPLACE FLOOR TILE THAT WOULD
DISTURB DOCTORS EQUIPMENT.
20.PROVIDE ADEQUATE PROTECTION FOR
EQUIPMENT.
DEMOLITION NOTES
1. ALL WALL COVERING TO BE REMOVED FROM
EXISTING WALLS. PATCH AND REPAIR ALL
GYPSUM BOARD SURFACES TO MATCH ADJACENT
AND READY TO RECEIVE FINISHES.
2. REMOVE ALL ELECTRICAL OUTLETS ABOVE
EXISTING SLAT WALL. REMOVE OUTLET BOX,
CONDUIT, AND ELECTRICAL WIRE BACK TO
NEAREST J-BOX. CAP WIRE AT J-BOX.
PATCH AND REPAIR WALL TO MATCH ADJACENT.
COLOR LEGEND
P206 SW-7000 IBIS WHITE
P207 SW-1465 CONTEMPORARY GREY
P208 SW-6953 CANDID BLUE
P209 SW-7064 PASSIVE GRAY
P162 SW-7674 PEPPERCORN
P8 SW-7005 PURE WHITE
P213 SW-6506 VAST SKY
RELOCATED
CASHWRAP
RELOCATED
JOB TRAY
RELOCATED
FILE CABINET
RELOCATED
DISPENSING
TABLE
TEMPORARY PRIVACY
WALL FURNISHED BY
WALMART
TEMPORARY SIGN
BANNER OWNER
PROVIDED, GC INSTALLED
2'-6 1/4"6'-0"15'-1"3'-0"
ITEMS TO BE RELOCATED FROM THE EXISTING VISION CENTER: STORE PLANNING
TO RELOCATE EQUIPMENT. GC TO RELOCATE MILLWORK AND CONNECT
TEMPORARY POWER. WM TO INSTALL TEMPORARY DATA. COORDINATE WITH
VC MANAGER.
CURRENT POS CASH WRAP:
• REGISTER
• PIN PAD
• SCANNER
• PRINTER / FAX
• CISCO PHONE
• BLACK BOX FOR HIPAA STORAGE OR SHREDDER
• IPADS
FITTING TABLE:
• ONE BOSS TERMINAL WITH PRIVACY SCREEN
• 2-3 CHAIRS
• PATIENT MIRRORS
FILING CABINETS:
• 2 DRAWER FILING CABINET FOR CURRENT PATIENT RECORDS AWAITING
ORDER PICK UP / CAN ALSO BE USED FOR STORAGE OF CONTACT LENSES
CABINET:
• ONE TRAY PROCESSING LOCKING CABINET TO STORE DISPENSING TRAYS
FOR PATIENT ORDERS / CAN ALSO BE USED FOR STORAGE OF CONTACT
LENSES
OPTICAL EQUIPMENT:
• LENSOMETER
• FRAME WARMER
• CURRENT TOOLS FOR ADJUSTMENTS (TOOLS, SCREWS, PARTS, ETC)
• ULTRASONIC CLEANER
• TRACER
• PUPILOMETER
• TC70 OR MC40
SPACE ON CASH WRAP AREA TO DISPLAY:
• LICENSES (VC AND OPTICIAN LICENSES AS REQUIRED BY LAW)
• HOURS OF OPERATIONS SIGN
• HIPAA, LEP, ADA AND OTHER COMPLIANCE SIGNS
TEMPORARY SECURITY
PARTITION REF VC0-1
EXISTING STUD FRAMING
NON-SALESSALES
PATCH AND REPAIR
EXISTING GYP BD TO
MATCH ADJACENT
LEDGE SYSTEM OWNER
FURNISHED AND GC
INSTALLED, REF SPECS
FOR CUTTING AND
INSTALLATION
INSTRUCTIONS
PAINT TO MATCH NON-SALES
SIDE WALL COLOR
FOR SIM CONDITIONS, PAINT TO
MATCH SALES SIDE WALL
COLOR
REF SPEC FOR
ATTACHMENT OF LEDGE
TO CLEAT
REF ELEVATION
B.O. LEDGE
CLEAT INCLUDED WITH
LEDGE SYSTEM
FOR STUD WALL CONDITIONS: (2)
#10 TEK SCREWS AT EACH STUD
AT 16" OC
FOR MASONRY CONDITIONS: (2)
1/4" TAPCONS INTO MASONRY
WITH 1 1/2" EMBEDMENT AT 16" OC
F.
V
.
2'
-
1
0
"
TRANSACTION
WINDOW/COUNTER TO
BE RELOCATED TO 2'-10"
A.F.F. TO ENSURE ADA
COMPLIANCE.
PORTION OF WALL TO BE
DEMOLISHED AS
NEEDED.
EXISTING CHAIR RAIL TO
REMAIN.
F.V.
SHEET:
DRAWN BY:
CHECKED BY:
PROTO CYCLE:
DOCUMENT DATE:
CO
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.
SEAL:
5/
1
6
/
2
0
2
4
2
:
3
0
:
5
9
P
M
VC1
VISION
CENTER
ATL
23
8
0
3
SA
N
T
A
A
N
A
,
C
A
02
/
0
2
/
2
4
02/02/24
ST
O
R
E
N
O
:
2
5
1
7
13
5
12/15/23
SA
N
T
A
A
N
A
,
C
A
RD
36
0
0
W
M
C
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A
,
C
A
9
2
7
0
4
1/4" = 1'-0"1 VISION CENTER DEMO PLAN
1/4" = 1'-0"2 VISION CENTER FLOOR PLAN
1/4" = 1'-0"4 EXTERIOR ELEVATION
701 ADJUSTMENTS
WALLS
• PAINT ALL WALLS P207, UNO.
• INSTALL NEW BASE RB5
FLOOR
• REMOVE ALL PVC FLOORING AND REPLACE
W/ LVT2P
CEILING
• INSTALL ALL NEW ACT3 TILES AND
INTERMEDIATE TEES, AS REQUIRED FOR
NEW LIGHT FIXTURES.
• PAINT EXISTING GRID (P8).
• CLEAN AIR GRILLES AND DIFFUSERS,
SECURITY GLOBES, AND SPRINKLER
HEADS. REPLACE ANY DAMAGED ITEMS.
• INSTALL NEW LED LIGHT FIXTURES IF
EXISTING ARE NON-LED. CLEAN ALL
EXISTING LED LIGHT FIXTURES.
MILLWORK
• ALL NEW OWNER FURNISHED, GC
INSTALLED CASEWORK.
700 OPTICAL SALES
WALLS
• PAINT ALL WALLS P207, UNO.
• REFERENCE PLAN FOR LOCATIONS OF
ACCENT WALL COLOR, P208.
• INSTALL NEW BASE RB5.
• MATCH ADJACENT WALL TEXTURE FOR
NEW WALLS.
FLOOR
• REMOVE ALL PVC FLOORING. EXISTING
CONCRETE TO BE POLISHED CONCRETE.
• TRANSITION STRIPS FURNISHED BY OWNER
AND INSTALLED BY CONTRACTOR.
REFERENCE 8-VC2.
CEILING
• INSTALL ALL NEW ACT3 TILES AND
INTERMEDIATE TEES, AS REQUIRED FOR
NEW LIGHT FIXTURES.
• PAINT EXISTING GRID (P8).
• REFERENCE ELECTRICAL AND MECHANICAL
FOR NEW LIGHT AND DIFFUSER
LOCATIONS.
• REFERENCE FIRE PROTECTION FOR
MODIFICATIONS TO THE PSRINKLER
SYSTEM.
• INSTALL NEW CEILING FEATURE, EXISTING
GRID TO REMAIN.
MILLWORK
• ALL NEW OWNER FURNISHED, GC
INSTALLED CASEWORK.
705, 706 VISION EXAM; 702, 704, 707, 708, 713
VISION CENTER
WALLS
• PAINT ALL WALLS P207, UNO.
• PLASTIC BASE IS EXISTING TO REMAIN.
REPLACE DAMAGED PORTIONS.
• REPAIR DAMAGED WALLS. REFERENCE
PLAN FOR LOCATIONS OF ACCENT WALL
COLOR P213.
FLOOR
• EXISTING LAMINATE TO REMAIN.
CEILING
• INSTALL ALL NEW ACT3 TILES AND
INTERMEDIATE TEES, AS REQUIRED FOR
NEW LIGHT FIXTURES.
• PAINT EXISTING GRID (P8).
• CLEAN AIR GRILLES AND DIFFUSERS,
SECURITY GLOBES, AND SPRINKLER
HEADS. REPLACE ANY DAMAGED ITEMS.
• REF MEP FOR LED LIGHT REPLACEMENTS.
CLEAN ALL EXISTING LED LIGHT FIXTURES
REMAINING.
MILLWORK
• EXISTING CASEWORK TO REMAIN, UNO.
1/4" = 1'-0"3 TEMPORARY VISION CENTER
1 1/2" = 1'-0"5 LEDGE DETAIL
ISSUE BLOCK
A1 Addendum1 02/22/2024
1 CCD1 05/06/2024
1/2" = 1'-0"6 WAITING ROOM DEMO ELEVATION
A1
A1
A1
A1
LAOFCIF
ANIRO
RENEWAL
DATE
L
I
CENSE D A R CHITE
C
T
PAGE WINKLER
9-30-2025
C-31839
STATE
05.17.2024
3600 W McFadden Ave -
1011183846/20/2024
OWNER
FURNISHED,
GC INSTALLED
MILLWORK
OWNER
FURNISHED, GC
INSTALLED
MILLWORK
1 1/4"2'-8 3/4"1"2'-8 3/4"5'-2 1/4"
OWNER
FURNISHED, GC
INSTALLED
MILLWORK
6'
-
1
1
1
/
2
"
RB54" BASE
4"
P207
2'-6"2'-6"2'-6"6"
1
VC2
_______3
VC2
_______
2
VC2
_______
2'-6"3'-0"2'-6"
4
VC2
_______5
VC2
_______
OWNER
FURNISHED,
GC INSTALLED
MILLWORK
P207
OWNER
FURNISHED, GC
INSTALLED
MILLWORK
RELOCATED
SOAP AND
PAPER TOWEL
DISPENSER
2'
-
1
0
"
3'
-
2
"
1'
-
8
"
OWNER FURNISHED, GC
INSTALLED COUNTER AND
BACKSPLASH
OWNER FURNISHED, GC
INSTALLED COUNTER
SUPPORT BRACKETS
4"
RB5
4" BASE
2'
-
1
0
"
1'
-
1
0
"
3'
-
0
"
OWNER FURNISHED,
GC INSTALLED
ACCESSORY FIXTURE
RB54" BASE
P207
1'-1 3/4"3'-0"4'-5 1/2"
2'
-
5
"
4'
-
6
"
6
VC2
_______
4"
4'-0" HIGH
ALUMINUM
CORNER GUARD
TYPICAL ALL
OUTSIDE CORNERS
OWNER FURNISHED,
GC INSTALLED
MILLWORK
OWNER FURNISHED, GC
INSTALLED SHADOW BOX
OWNER FURNISHED, 3RD
PARTY INSTALLED WALL
MOUNTED SIGNAGE, TYP.
FRAME BOARD
WITH ACRYLIC
DISPLAY SHELVES
RB54" BASE
OWNER FURNISHED, GC
INSTALLED MIRROR
P208
OWNER
FURNISHED, GC
INSTALLED MIRROR
10 3/4"3'-11 1/4"1'-4 3/4"11'-5 1/4"1'-4"
3"
4"
3"
4"
SLAT BOARD WITH
ACRYLIC DISPLAY
SHELVES, OWNER
FURNISHED, GC
INSTALLED MILLWORK
4'-0" HIGH
ALUMINUM
CORNER GUARD
TYPICAL ALL
OUTSIDE CORNERS
4'
-
6
"
2'
-
5
"
4'-10 3/4"3'-11 1/4"1'-6 1/2"
OWNER FURNISHED,
GC INSTALLED
MILLWORK
FRAME BOARD
WITH ACRYLIC
DISPLAY SHELVES
2'
-
6
"
4'
-
5
"
RB54" BASE
P207
6'-10"3 3/4"3'-11 1/4"3'-3"
14'-4"
4"
3"
EQEQ
6'-10"
2"2"
MODULAR FEATURE WITH 2" x 3/4" WOODEN
SLATS PRE SPACED 2" APART FURNISHED
BY OWNER, INSTALLED BY GC
DIGITAL DISPLAY MOUNTING BRACKETS
OWNER FURNISHED, GC INSTALLED
DATA AND ELECTRICAL
RECEPTACLES
OWNER FURNISHED, 3RD PARTY
INSTALLED 55" DIGITAL DISPLAY
MOUNTED VERTICALLY
DIMENSIONS ADDED FOR
CLARIFICATION OF DATA AND
ELECTRICAL RECEPTACLES
P208OWNER FURNISHED,
GC INSTALLED
MILLWORK
PREFINISHED
4'
-
4
"
P207
RB5
4" BASE
OWNER FURNISHED,
GC INSTALLED
MILLWORK
2'
-
6
"
4'
-
5
"
3'
-
1
1
3
/
4
"
OWNER FURNISHED, GC
INSTALLED MILLWORK
OWNER FURNISHED, GC
INSTALLED MIRROR
FRAME BOARD WITH
ACRYLIC DISPLAY
SHELVES
OWNER FURNISHED,
GC INSTALLED MIRROR
2'
-
6
"
4'
-
5
"
4"
3"3"
1'-10"4'-0 1/2"2'-7 3/4"3'-10"7'-8 1/4"7'-8 1/4"1'-7 1/2"
29'-4 1/4"
P207
MODULAR FEATURE WITH 2" x 3/4" WOODEN
SLATS PRE SPACED 2" APART FURNISHED
BY OWNER, INSTALLED BY GC
OWNER FURNISHED, 3RD PARTY
INSTALLED 55" DIGITAL DISPLAY
MOUNTED VERTICALLY
RB54" BASE
OWNER FURNISHED,
GC INSTALLED
MILLWORK
4"
EXISTING BULKHEAD
5'
-
4
1
/
2
"
2'-4 1/2"
EXISTING CHAIR RAIL TO
REMAIN.
INFILL WALL MATCH
EXISTING FRAMING AND
GYP. BD., FINISH TO BE
FLUSH WITH EXISTING
WALL.
F.
V
.
2'
-
1
0
"
F.V.
SHEET:
DRAWN BY:
CHECKED BY:
PROTO CYCLE:
DOCUMENT DATE:
CO
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OF
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A
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LI
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A
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.
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A
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P
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C
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I
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N
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AU
T
H
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I
Z
E
D
A
N
D
M
A
Y
B
E
C
O
N
T
R
A
R
Y
T
O
TH
E
L
A
W
.
SEAL:
5/
2
0
/
2
0
2
4
7
:
5
7
:
5
7
A
M
VC1.1
VISION
CENTER
ELEVATIONS
ATL
23
8
0
3
SA
N
T
A
A
N
A
,
C
A
02
/
0
2
/
2
4
02/02/24
ST
O
R
E
N
O
:
2
5
1
7
13
5
12/15/23
SA
N
T
A
A
N
A
,
C
A
RD
36
0
0
W
M
C
F
A
D
D
E
N
A
V
E
,
S
A
N
T
A
A
N
A
,
C
A
9
2
7
0
4
1/2" = 1'-0"6 ADJUSTMENTS ELEVATION
1/2" = 1'-0"7 ADJUSTMENTS ELEVATION
1/2" = 1'-0"4 OPTICAL SALES ELEVATION
1/2" = 1'-0"5 OPTICAL SALES ELEVATION
1/2" = 1'-0"3 OPTICAL SALES ELEVATION
1/2" = 1'-0"2 OPTICAL SALES ELEVATION
1/2" = 1'-0"1 OPTICAL SALES ELEVATION
ISSUE BLOCK
A1 Addendum1 02/22/2024
1/2" = 1'-0"8 WAITING ROOM ELEVATION
A1
LAOFCIF
ANIRO
RENEWAL
DATE
L
I
CENSE D A R CHITE
C
T
PAGE WINKLER
9-30-2025
C-31839
STATE
05.17.2024
3600 W McFadden Ave -
1011183846/20/2024
POWER POLE
POWER POLE
2'
-
6
"
16
'
-
4
"
10
'
-
6
1
/
4
"
NEW ACT 3 PANELS AND
INTERMEDIATE TEES,
EXISTING GRID TO REMAIN.
CLEAN AND PAINT GRID
(P8). REF. 7 -S002.4'-3 3/4"6'-4"3'-8"
1'-9"6'-4"4'-2 1/4"
2
VC1.2
_______2
VC1.2
_______
3
VC1.2
_______
3
VC1.2
_______
REFERENCE MECHANICAL,
ELECTRICAL, AND FIRE
PROTECTION FOR
ADDITIONAL
INFORMATION.
ADD INTERMEDIATE
ACT GRID AT NEW 2x2
LIGHT FIXTURES
CEILING FEATURE(S) ARE
OWNER FURNISHED, GC
INSTALLED. COORDINATE
MODIFICATIONS TO FIRE
PROTECTION
LAMLITE CEILING FEATURE, IN
ACCORDANCE WITH UL 1975
EPS:
FLAME SPREAD: <25
SMOKE DEVELOPED:< 450
PAINTS AND LAMINATES APPLIED TO EPS:
FLAME SPREAD: <25
SMOKE DEVELOPED: <450
CEILING GRID IS EXISTING TO REMAIN,
VERIFY CEILING GRID IS LEVEL AND
SQUARE PRIOR TO ATTACHMENT OF
CEILING FEATURE. CONTACT WALMART CM
IF THE EXISTING CEILING GRID REQUIRES
CORRECTION. ENSURE ALL CEILING TILES
LAY FLAT AT TWIST CLIPS AND THE GRID IS
LEVEL AFTER CEILING FEATURE IS
INSTALLED.
CONTRACTOR TO ENSURE EXISTING
CEILING GRID SUPPORTS ARE
INSTALLED IN ACCORDANCE WITH
ASTM C636 AND ASCE 7. ADD AND/OR
MODIFY SUPPORTS AS NEEDED FOR
COMPLIANCE WITH STANDARDS.
4'
-
9
3
/
4
"
*NOTE: EXISTING CEILING SYSTEM PER ICC
REPORT #ESR-1308
10 1/2"
10'-0"
AFF
LAMLITE
CEILING BEAMS
PERIMETER SOFFIT
CEILING GRID AND TILES,
REF. CEILING PLAN
BOTH ENDS
TYPICAL
3
VC1.2
_______
-5 1/2"
U-CHANNEL
MENDING
PLATE
U-CHANNEL
1/4-20 PAN HEAD BOLTS
TWIST CLIP FOR
15/16" CEILING GRID
PLAN
ELEVATION
GLOBE PENDANT
LIGHT FIXTURE
REF ELECTRICAL
U-CHANNEL SPLICE CONNECTION
6' - 6"
AFF
OWNER FURNISHED, GC INSTALLED SUSPENDED
CEILING FEATURE. LAMLITE SUSPENDED CEILING
FEATURE DETAILS ARE PROVIDED FOR REFERENCE AND
BIDDING PURPOSES ONLY BASED ON MANUFACTURERS
PROTOTYPICAL DESIGN. REFER TO MANUFACTURERS
INSTRUCTIONS AND MANUFACTURERS ENGINEERED
DRAWINGS FOR INSTALLATION OF CEILING FEATURE
FOR YOUR SPECIFIC LOCATION.
LAMLITE CEILING
BEAMS
PERIMETER
SOFFIT
CEILING GRID AND TILES,
REF. CEILING PLAN.
10'-0"
AFF
BINDING
POST SCREW
1/4-20 PAN
HEAD BOLT
WITH LOCK
WASHER
U-CHANNEL
-4"-1 1/2"
ENSURE CEILING
PANELS LAY FLAT
AT TWIST CLIPS
EXISTING
CEILING LINE
TWIST CLIP FOR
15/16" CEILING GRID
BINDING
POST SCREW
1/4-20 PAN HEAD
BOLT WITH LOCK
WASHER
U-CHANNEL
LAMLITE
CEILING BEAM
-8"
-9"
TYP.
1'-0"
GLOBE PENDANT
LIGHT FIXTURE
REF ELECTRICAL
SUSPENDED LED
LINEAR SLOT LIGHT
REF ELECTRICAL
6' - 6"
AFF
OWNER FURNISHED, GC INSTALLED SUSPENDED
CEILING FEATURE. LAMLITE SUSPENDED CEILING
FEATURE DETAILS ARE PROVIDED FOR REFERENCE AND
BIDDING PURPOSES ONLY BASED ON MANUFACTURERS
PROTOTYPICAL DESIGN. REFER TO MANUFACTURERS
INSTRUCTIONS AND MANUFACTURERS ENGINEERED
DRAWINGS FOR INSTALLATION OF CEILING FEATURE
FOR YOUR SPECIFIC LOCATION.
SHEET:
DRAWN BY:
CHECKED BY:
PROTO CYCLE:
DOCUMENT DATE:
CO
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B
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A
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T
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E
L
A
W
.
SEAL:
5/
1
6
/
2
0
2
4
2
:
4
0
:
0
9
P
M
VC1.2
REFLECTED
CEILING
PLAN
ATL
23
8
0
3
SA
N
T
A
A
N
A
,
C
A
02
/
0
2
/
2
4
02/02/24
ST
O
R
E
N
O
:
2
5
1
7
13
5
12/15/23
SA
N
T
A
A
N
A
,
C
A
RD
36
0
0
W
M
C
F
A
D
D
E
N
A
V
E
,
S
A
N
T
A
A
N
A
,
C
A
9
2
7
0
4
1/4" = 1'-0"1 REFLECTED CEILING PLAN
1 1/2" = 1'-0"2 LAMLITE CEILING FEATURE - DIRECT MOUNT
1 1/2" = 1'-0"3 LAMLITE CEILING FEATURE - DIRECT MOUNT
ISSUE BLOCK
A1 Addendum1 02/22/2024
1 CCD1 05/06/2024
1
1
LAOFCIF
ANI
RO
RENEWAL
DATE
L
I
CENSE D A R CHITE
C
T
PAGE WINKLER
9-30-2025
C-31839
STATE
05.17.2024
3600 W McFadden Ave -
1011183846/20/2024
1'
-
8
"
4
1
/
2
"
3
1
/
2
"
1'-0 3/4"
OWNER FURNISHED
GC INSTALLED
CLEATS, TYP OF (2)
OWNER FURNISHED
GC INSTALLED UPPER
CABINET
CLEAT DIMENSIONS
FURNISHED ARE FOR
REFERENCE, CONFIRM
CLEAT MOUNTING
HEIGHTS WITH
MANUFACTURERS
INSTRUCTIONS
6'
-
0"
A
F
F
CLEAT DIMENSIONS FURNISHED
ARE FOR REFERENCE, CONFIRM
CLEAT MOUNTING HEIGHTS WITH
MANUFACTURERS INSTRUCTIONS
OWNER FURNISHED GC
INSTALLED CLEATS, TYP
OF (2)
OWNER FURNISHED GC
INSTALLED UPPER CABINET
4
1
/
2
"
3
1
/
2
"
3'
-
0
"
1'-0 3/4"
4'
-
8"
A
F
F
4'
-
6
"
2'
-
5
"
5"
3
1
/
2
"
1'
-
6
"
3
1
/
2
"
1'
-
4
1
/
2
"
3
1
/
2
"
ALIGN TOP OF SLAT WALL FIXTURE
WITH ADJACENT FRAME BOARDS.
CLEAT DIMENSIONS FURNISHED
ARE FOR REFERENCE, CONFIRM
CLEAT MOUNTING HEIGHTS WITH
MANUFACTURERS INSTRUCTIONS
OWNER FURNISHED GC
INSTALLED CLEATS, TYP
OF (3)
OWNER FURNISHED GC
INSTALLED SLAT WALL FIXTURE
4" BASE RB5
1'
-
9
1
/
2
"
1'
-
8
"
2'
-
9
1
/
2
"
3
1
/
2
"
3
1
/
2
"
3
1
/
2
"
CLEAT DIMENSIONS
FURNISHED ARE FOR
REFERENCE, CONFIRM
CLEAT MOUNTING
HEIGHTS WITH
MANUFACTURERS
INSTRUCTIONS
SHEET NOTES
1. ALL ELECTRICAL WORK INCLUDING DATA AND
POWER DISCONNECTION BY GC.
2. REMOVAL AND INSTALLATION OF NEW POWER
POLES BY GC. DATA LINES BY OTHERS.
3.GENERAL CONTRACTOR RESPONSIBLE FOR ALL
ELECTRICAL AND PLUMBING WORK.
4.GC RESPONSIBLE FOR ANCHORING ALL MILLWORK
TO PREVENT OVERTURNING, REFERENCE MILLWORK
MANUFACTURERS INSTRUCTIONS FOR CLEAT HEIGHTS.
5. CAULK ALL COUNTERS AND BACKSPLASHES TO
THE WALL
KNEE AND
TOE
CLEARANCE 4" BASE RB5
OWNER FURNISHED GC
INSTALLED COUNTER
AND BACKSPLASH
OWNER FURNISHED GC
INSTALLED SINK AND
BASE CABINET
SECURED TO STUDS,
FINAL CONNECT BY GC
CONTINUOUS SEALANT
OMNOVA "SNOWFALL"
COUNTERTOP AND
BACKSPLASH
2' - 1"
2'
-
3
"
11"6"
KNEE AND TOE
CLEARANCE
OWNER FURNISHED GC
INSTALLED COUNTER AND
BACKSPLASH
OWNER FURNISHED GC
INSTALLED COUNTER
BRACKET PER
MANUFACTURERS
INSTRUCTIONS, SECURED
TO STUD
CONTINUOUS SEALANT
4" BASE RB5
OMNOVA "SNOWFALL"
COUNTERTOP AND
BACKSPLASH
2' - 1"
2'
-
1
0
"
OWNER FURNISHED GC
INSTALLED COUNTER
AND BACKSPLASH
OWNER FURNISHED
GC INSTALLED BASE
CABINET
CONTINUOUS SEALANT
2'
-
1
0
"
4" BASE
RB5
OMNOVA "SNOWFALL"
COUNTERTOP AND
BACKSPLASH
2' - 1"
ALUMINUM TRANSITION
STRIP, ALIGN LEADING EDGE
OF TRANSITION STRIP WITH
THE BULKHEAD ABOVE
WHERE APPLICABLE.
FLAT HEAD
COUNTER-SUNK SCREWS AT
PRE-DRILLED LOCATIONS
CONCRETE
SLAB
AS APPLICABLE
DOOR AND FRAME AS
SCHEDULED
LVT/PVC (OR VCT) FLOORING
SHEET:
DRAWN BY:
CHECKED BY:
PROTO CYCLE:
DOCUMENT DATE:
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AND DETAILS
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1" = 1'-0"1
MILLWORK SECTION
(OWNER FURNISHED,
GC INSTALLED)
1" = 1'-0"3
MILLWORK SECTION
(OWNER FURNISHED,
GC INSTALLED)
1" = 1'-0"6
MILLWORK ACCESSORY SLAT WALL
(OWNER FURNISHED,
GC INSTALLED)
1" = 1'-0"2
MILLWORK SECTION
(OWNER FURNISHED,
GC INSTALLED)
1" = 1'-0"4
MILLWORK SECTION
(OWNER FURNISHED,
GC INSTALLED)
1" = 1'-0"5
MILLWORK SECTION
(OWNER FURNISHED,
GC INSTALLED)
12" = 1'-0"8 TRANSITION STRIP
ISSUE BLOCK
3600 W McFadden Ave -
1011183846/20/2024
REPAIR KIT
VC0035
VC0031
VC0012
VC0037
VC0034
TPC-1
PWNF-1
PWNF-1
MFW1BW-3
VC0018
VC0001
VC0003
VC0032
VC0005
VC0009
VC0011
AW1-36
PWNF-2
PWNF-2
PWF-2
PWNF-1
LAF-1LAF-1LAF-1
VC0038
LT8
LT-3
VC0009
VC0039
VC0039
VC0008
VC0008
VC0010
VC0010
VC0007
VC0007
VC0016
VC0008
VC0039
VC0009
VC0010
VC0008
VC0008
VC0039
VC0009
VC0039
VC0009VC0010
VC0010
VC0007
VC0007
VC0007
VC0016
LT12
LTWS-1
LTWS-1
LT4
V-295
V-966
D-EMR02
V-194
V-965
D-EMR01
V-969
D-VC07
D-EMR03
V-967
V-968
D-EMR01
D-EMR02
D-EMR03
D-EMR04
V-195
V-964
D-OPT01
D-VCTV-1
D-VCTV-2
V-193
D-REG98
D-VC01
D-VC05
V-191
D-VC02
V-192
D-VC03
V-198
D-VC09
V-196
D-VC04
V-197
D-VC06
PA1-U3
PA1-U2
PA1-U2
TPC-1
TPC-1
BRS-2
SOAP AND PAPER
TOWEL DISPENSER
VC0037
VC0034
VC0012 VC0035
REPAIR KIT
VC0031
CW-1
VC0003
VC0032
VC0001
VC0009
VC0011
VC0006
VC0005
VC0018
VC0002
VC0014
2'
-
9
1
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2
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48" x 30" CLEAR
FLOOR SPACE
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LTWS-1
LT8
MIRROR
MIRROR
POWER POLE
VC0008
VC0010
VC0007
VC0010
VC0007
VC0008
VC0039
VC0009
VC0016
VC0015
IN CAVITY BEYOND,
ADJACENT TO POWER POLE
48" x 30" CLEAR
FLOOR SPACE
FOR PARALLEL
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2'
-
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2'-0"LT12
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VC0015
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VC0008
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VC0010
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IN CAVITY BEYOND,
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IN CAVITY BEYOND,
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48" x 30" CLEAR
FLOOR SPACE
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2'
-
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2'-0"
OWNER PROVIDED
MONITOR
BW-3
MFW1
SHEET:
DRAWN BY:
CHECKED BY:
PROTO CYCLE:
DOCUMENT DATE:
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1/4" = 1'-0"1 VISION CENTER EQUIPMENT PLAN
3/16" = 1'-0"1A VISION CENTER VOICE/DATA PLAN
D-VC01 VISION CENTER PRT 2
D-VC02 VISION CENTER
D-VC03 VISION CENTER
D-VC04 VISION CENTER
D-VC05 VISION CENTER
D-VC06 VISION CENTER
D-VC07 VISION CENTER
D-REG98 VISION CENTER
D-OPT01 VISION CENTER
D-EMR01 VISION CENTER
D-EMR02 VISION CENTER
D-EMR03 VISION CENTER
PRT
REG
TERM
PC
PC
PC
TERM
TERM
TERM
TERM
DATA SCHEDULE
CABLE LOCATION-DESCRIPTION TYPE PH
V-191 VISION CENTER 2
V-192 VISION CENTER 2
V-193 VISION CENTER 1
V-194 VISION CENTER 1
V-195 VISION CENTER 1
V-196 VISION CENTER 2
V-197 VISION CENTER 2
V-295 VISION CENTER 1
V-964 VISION CENTER 2
V-965 VISION CENTER 2
V-966 VISION CENTER 1
V-967 VISION CENTER 1
DESK
DESK
FAX
MODEM
MODEM
DESK
DESK
VOICE SCHEDULE
CABLE LOCATION-DESCRIPTION TYPE PH
V-968 VISION CENTER 1FAX
V-969 VISION CENTER 2FAX
WALL
DESK
DESK
DESK
DESK
PHONE
MODEL
RESTRICT
Y/N/TOLL
7960 N
N
N
N
N
N
N
N
N
7960
7960
7960
7960
7960
7960
7960
7960
2
2
2
2
2
2
2
1
2
2
2
D-VC08 VISION CENTER PRT 2
D-VCTV-1 VISION CENTER TV 2
D-VCTV-2 VISION CENTER TV 2
D-EMR04 VISION CENTER PC 2
V-198 VISION CENTER 2DESK N7960
D-VC09 VISION CENTER PRT 2
6 EQUIPMENT - ADJUSTMENTS
2 EQUIPMENT - CASHWRAP3EQUIPMENT - LOW TABLE4EQUIPMENT - FAMILY TABLE5EQUIPMENT - BACKWRAP
OWNER FURNISHED, GC INSTALLED...
AW1-36 36" WIDE ACCESSORY FIXTURE
BRS-2 ADA COMPLIANT SINK CABINET
BW-3 BACKWRAP
CW-1 CASHWRAP
LAF-1 LOOSE ACCESSORY FIXTURE
LT8 8' LOW TABLE
LT12 12' LOW WORK TABLE
LT-3 LOW TABLE
LTWS-1 LOW TABLE WORKSTATION
MFW1 10FT MONITOR FOCAL WALL
PA1-L1 2 DOOR BASE CABINET
PA1-U2 2 DOOR UPPER CABINET (36" TALL)
PA1-U3 2 DOOR UPPER CABINET (20" TALL)
PWF-2 PERIMETER FOCAL WALL
PWNF-1 PERIMETER NON-FOCAL WALL - SINGLE
PWNF-2 PERIMETER NON-FOCAL WALL
TPC-1 TRAY PROCESSING CABINET
EQUIPMENT SCHEDULE
VC0001 REGISTER PRINTER
VC0002 CASH DRAWER
VC0003 DEBIT READER
VC0005 POS SCAN GUN
VC0006 SHREDDER
VC0007 FLAT PANEL MONITOR
VC0008 KEYBOARD AND MOUSE
VC0009 DESK PHONE
VC0010 MONITOR ARM
VC0011 REGISTER KEYPAD MONITOR
VC0012 COMPACT FRAME WARMER
VC0014 REGISTER CPU
VC0015 MINI CPU
VC0016 FRAME WARMER
VC0018 PHOTO COPIER
VC0028 PHOROPTOR
VC0031 HAND EDGER
VC0032 POS FLAG DISPLAY
VC0034 REMOTE TRACER
VC0035 CLEANER
VC0037 MANUAL LENSOMETER STAND
VC0038 CREDENTIALS BOARD
VC0039 BLUETOOTH IMAGER OPT SCAN GUN
ISSUE BLOCK
1 CCD1 05/06/2024
1
LAOFCIF
ANIRO
RENEWAL
DATE
L
I
CENSE D A R CHITE
C
T
PAGE WINKLER
9-30-2025
C-31839
STATE
05.17.2024
3600 W McFadden Ave -
1011183846/20/2024
SHEET:
DRAWN BY:
CHECKED BY:
PROTO CYCLE:
DOCUMENT DATE:
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CAL GREEN
INFORMATION
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CHAPTER 3
GREEN BUILDING
SECTION 301 GENERAL
301.1 SCOPE. Buildings shall be designed to include the green building measures specified as mandatory in the application checklists
contained in this code. Voluntary green building measures are also included in the application checklists and may be included in the design
and construction of structures covered by this code, but are not required unless adopted by a city, county, or city and county as specified in
Section 101.7.
301.3 NONRESIDENTIAL ADDITIONS AND ALTERATIONS. [BSC-CG] The provisions of individual sections of Chapter 5 apply to newly
constructed buildings, building additions of 1,000 square feet or greater, and/or building alterations with a permit valuation of $200,000 or above
(for occupancies within the authority of California Building Standards Commission). Code sections relevant to additions and alterations shall
only apply to the portions of the building being added or altered within the scope of the permitted work.
A code section will be designated by a banner to indicate where the code section only applies to newly constructed buildings [N] or to
additions and/or alterations [A]. When the code section applies to both, no banner will be used.
301.3.1 Nonresidential additions and alterations that cause updates to plumbing fixtures only:
Note: On and after January 1, 2014, certain commercial real property, as defined in Civil Code Section 1101.3, shall have its
noncompliant plumbing fixtures replaced with appropriate water-conserving plumbing fixtures under specific circumstances. See Civil Code
Section 1101.1 et seq. for definitions, types of commercial real property affected, effective dates, circumstances necessitating replacement of
noncompliant plumbing fixtures, and duties and responsibilities for ensuring compliance.
301.3.2 Waste Diversion. The requirements of Section 5.408 shall be required for additions and alterations whenever a permit is
required for work.
301.4 PUBLIC SCHOOLS AND COMMUNITY COLLEGES. (see GBSC)
301.5 HEALTH FACILITIES. (see GBSC)
SECTION 302 MIXED OCCUPANCY BUILDINGS
302.1 MIXED OCCUPANCY BUILDINGS. In mixed occupancy buildings, each portion of a building shall comply with the specific green
building measures applicable to each specific occupancy.
SECTION 303 PHASED PROJECTS
303.1 PHASED PROJECTS. For shell buildings and others constructed for future tenant improvements, only those code measures relevant to
the building components and systems considered to be construction (or newly constructed) shall apply.
303.1.1 Initial Tenant improvements. The provisions of this code shall apply only to the initial tenant improvements to a project.
Subsequent tenant improvements shall comply with the scoping provisions in Section 301.3 non-residential additions and alterations.
ABBREVIATION DEFINITIONS:
HCD Department of Housing and Community Development
BSC California Building Standards Commission
DSA-SS Division of the State Architect, Structural Safety
OSHPD Office of Statewide Health Planning and Development
LR Low Rise
HR High Rise
AA Additions and Alterations
N
CHAPTER 5
NONRESIDENTIAL MANDATORY MEASURES
DIVISION 5.1 PLANNING AND DESIGN
SECTION 5.101 GENERAL
5.101.1 SCOPE
The provisions of this chapter outline planning, design and development methods that include environmentally responsible site selection,
building design, building siting and development to protect, restore and enhance the environmental quality of the site and respect the integrity of
adjacent properties.
SECTION 5.102 DEFINITIONS
5.102.1 DEFINITIONS
The following terms are defined in Chapter 2 (and are included here for reference)
CUTOFF LUMINAIRES. Luminaires whose light distribution is such that the candela per 1000 lamp lumens does not numerically exceed 25
(2.5 percent) at an angle of 90 degrees above nadir, and 100 (10 percent) at a vertical angle of 80 degrees above nadir. This applies to all
lateral angles around the luminaire.
LOW-EMITTING AND FUEL EFFICIENT VEHICLES.
Eligible vehicles are limited to the following:
1. Zero emission vehicle (ZEV), including neighborhood electric vehicles (NEV), partial zero emission vehicle (PZEV), advanced technology
PZEV (AT ZEV) or CNG fueled (original equipment manufacturer only) regulated under Health and Safety Code section 43800 and CCR, Title
13, Sections 1961 and 1962.
2. High-efficiency vehicles, regulated by U.S. EPA, bearing High-Occupancy Vehicle (HOV) car pool lane stickers issued by the
Department of Motor Vehicles.
NEIGHBORHOOD ELECTRIC VEHICLE (NEV). A motor vehicle that meets the definition of "low-speed vehicle" either in Section 385.5 of the
Vehicle Code or in 49CFR571.500 (as it existed on July 1, 2000), and is certified to zero-emission vehicle standards.
TENANT-OCCUPANTS. Building occupants who inhabit a building during its normal hours of operation as permanent occupants, such as
employees, as distinguished from customers and other transient visitors.
VANPOOL VEHICLE. Eligible vehicles are limited to any motor vehicle, other than a motortruck or truck tractor, designed for carrying more
than 10 but not more than 15 persons including the driver, which is maintained and used primarily for the nonprofit work-related transportation
of adults for the purpose of ridesharing.
Note:Source: Vehicle Code, Division 1, Section 668
ZEV. Any vehicle certified to zero-emission standards.
SECTION 5.106 SITE DEVELOPMENT
5.106.1 STORM WATER POLLUTION PREVENTION FOR PROJECTS THAT DISTURB LESS THAN ONE ACRE OF LAND. Newly
constructed projects and additions which disturb less than one acre of land, and are not part of a larger common plan of development or sale,
shall prevent the pollution of storm water runoff from the construction activities through one or more of the following measures:
5.106.1.1 Local ordinance. Comply with a lawfully enacted storm water management and/or erosion control ordinance.
5.106.1.2 Best Management Practices (BMPs). Prevent the loss of soil through wind or water erosion by implementing an effective
combination of erosion and sediment control and good housekeeping BMPs.
1. Soil loss BMPs that should be considered for implementation as appropriate for each project include, but are not limited to, the
following:
a. Scheduling construction activity during dry weather, when possible.
b. Preservation of natural features, vegetation, soil, and buffers around surface waters.
c. Drainage swales or lined ditches to control stormwater flow.
d. Mulching or hydroseeding to stabilize disturbed soils.
e. Erosion control to protect slopes.
f. Protection of storm drain inlets (gravel bags or catch basin inserts).
g. Perimeter sediment control (perimeter silt fence, fiber rolls).
h. Sediment trap or sediment basin to retain sediment on site.
i. Stabilized construction exits.
j. Wind erosion control.
k. Other soil loss BMPs acceptable to the enforcing agency.
2. Good housekeeping BMPs to manage construction equipment, materials, non-stormwater discharges and wastes that should be
considered for implementation as appropriate for each project include, but are not limited to, the following:
a. Dewatering activities.
b. Material handling and waste management.
c. Building materials stockpile management.
d. Management of washout areas (concrete, paints, stucco, etc.).
e. Control of vehicle/equipment fueling to contractor's staging area.
f. Vehicle and equipment cleaning performed off site.
g Spill prevention and control.
h. Other housekeeping BMPs acceptable to the enforcing agency.
5.106.2 STORMWATER POLLUTION PREVENTION FOR PROJECTS THAT DISTURB ONE OR MORE ACRES OF LAND. Comply with all
lawfully enacted stormwater discharge regulations for projects that (1) disturb one acre or more of land, or (2) disturb less than one acre of land
but are part of a larger common plan of development sale.
Note: Projects that (1) disturb one acre or more of land, or (2) disturb less than one acre of land but are part of the larger common plan of
development or sale must comply with the post-construction requirements detailed in the applicable National Pollutant Discharge Elimination
System (NPDES) General permit for Stormwater Discharges Associated with Construction and Land Disturbance Activities issued by the State
Water Resources Control Board or the Lahontan Regional Water Quality Control Board (for projects in the Lake Tahoe Hydrologic Unit).
The NPDES permits require postconstruction runoff (post-project hydrology) to match the preconstruction runoff (pre-project hydrology) with the
installation of postconstruction stormwater management measures. The NPDES permits emphasize runoff reduction through on-site
stormwater use, interception, evapotranspiration, and infiltration through nonstructural controls, such as Low Impact Development (LID)
practices, and conversation design measures. Stormwater volume that cannot be addressed using nonstructural practices is required to be
captured in structural practices and be approved by the enforcing agency.
Refer to the current applicable permits on the State Water Resources Control Board website at:
www.waterboards.ca.gov/constructionstormwater. Consideration to the stormwater runoff management measures should be given during the
initial design process for appropriate integration into site development.
5.106.4 BICYCLE PARKING. For buildings within the authority of California Building Standards Commission as specified in Section 103,
comply with Section 5.106.4.1. For buildings within the authority of the Division of the State Architect pursuant to Section 105, comply with
Section 5.106.4.2
5.106.4.1 Bicycle parking.[BSC-CG] Comply with Sections 5.106.4.1.1 and 5.106.4.1.2; or meet the applicable local ordinance,
whichever is stricter.
5.106.4.1.1 Short-term bicycle parking. If the project or an addition or alteration is anticipated to generate visitor traffic, provide
permanently anchored bicycle racks within 200 feet of the visitors' entrance, readily visible to passers-by, for 5% of visitor motorized vehicle
parking spaces being added, with a minimum of one two-bike capacity rack.
Exception: Additions or alterations which add nine or less visitor vehicular parking spaces.
5.106.4.1.2 Long-term bicycle parking. For buildings with tenant spaces that have 10 or more tenant-occupants, provide secure bicycle
parking for 5 percent of the tenant-occupant vehicular parking spaces with a minimum of one bicycle parking facility.
5.106.4.1.3 For additions or alterations that add 10 or more tenant-occupant vehicular parking spaces, provide secure bicycle parking for
5 percent of the tenant vehicular parking spaces being added, with a minimum of one bicycle parking facility.
5.106.4.1.4 For shell buildings in phased projects provide secure bicycle parking for 5 percent of the anticipated tenant-occupant
vehicular parking spaces with a minimum of one bicycle parking facility.
5.106.4.1.5 Acceptable bicycle parking facility for Sections 5.106.4.1.2, 5.106.4.1.3, and 5.106.4.1.4 shall be convenient from the street
and shall meet one of the following:
1. Covered, lockable enclosures with permanently anchored racks for bicycles;
2. Lockable bicycle rooms with permanently anchored racks; or
3. Lockable, permanently anchored bicycle lockers.
Note: Additional information on recommended bicycle accommodations may be obtained from Sacramento Area Bicycle Advocates.
5.106.4.2 Bicycle parking. [DSA-SS] For public schools and community colleges, comply with Sections 5.106.4.2.1 and 5.106.4.2.2
5.106.4.2.1 Student bicycle parking. Provide permanently anchored bicycle racks conveniently accessed with a minimum of four two-
bike capacity racks per building.
5.106.4.2.2 Staff bicycle parking. Provide permanent, secure bicycle parking conveniently accessed with a minimum of two staff
bicycle parking spaces per building. Acceptable bicycle parking facilities shall be convenient from the street or staff parking area and shall
meet one of the following:
1. Covered, lockable enclosures with permanently anchored racks for bicycles;
2. Lockable bicycle rooms with permanently anchored racks; or
3. Lockable, permanently anchored bicycle lockers.
5.106.5.2 DESIGNATED PARKING FOR CLEAN AIR VEHICLES. In projects or additions or alterations that add 10 or more vehicular
parking spaces, provide designated parking for any combination of low-emitting, fuel-efficient and carpool/van pool vehicles as follows:
5.106.5.2.1 -Parking stall marking.Paint, in the paint used for stall striping, the following characters such that the lower edge of the last word
aligns with the end of the stall striping and is visible beneath a parked vehicle: CLEAN AIR / VAN POOL / EV
Note:Vehicles bearing Clean Air Vehicle stickers from expired HOV lane programs may be
considered eligible for designated parking spaces.
5.106.5.3 Electric vehicle (EV) charging. [N] Construction shall comply with Section 5.106.5.3.1 or Section 5.106.5.3.2 to facilitate future
installation of electric vehicle supply equipment (EVSE). When EVSE(s) is/are installed, it shall be in accordance with the California Building
Code, the California Electrical Code and as follows:
5.106.5.3.1 Single charging space requirements. [N] When only a single charging space is required per Table 5.106.5.3.3, a raceway
is required to be installed at the time of construction and shall be installed in accordance with the California Electrical Code. Construction plans
and specifications shall include, but are not limited to, the following:
1.The type and location of the EVSE.
2.A listed raceway capable of accommodating a 208/240 -volt dedicated branch circuit.
3.The raceway shall not be less than trade size 1".
4.The raceway shall originate at a service panel or a subpanel serving the area, and shall terminate in close proximity to the proposed location
of the charging equipment and listed suitable cabinet, box, enclosure or equivalent.
5.The service panel or subpanel shall have sufficient capacity to accommodate a minimum 40-ampere dedicated branch circuit for the future
installation of the EVSE.
5.106.5.3.2 Multiple charging space requirements. [N] When multiple charging spaces are required per Table 5.106.5.3.3
raceway(s) is/are required to be installed at the time of construction and shall be installed in accordance with the California Electrical Code.
Construction plans and specifications shall include, but are not limited to, the following:
1.The type and location of the EVSE.
2.The raceway(s) shall originate at a service panel or a subpanel(s) serving the area, and shall terminate in close proximity to the proposed
location of the charging equipment and into listed suitable cabinet(s), box(es), enclosure(s) or equiv alent.
3.Plan design shall be based upon 40-ampere minimum branch circuits.
4.Electrical calculations shall substantiate the design of the electrical system, to include the rating of equipment and any on-site distribution
transformers and have sufficient capacity to simultaneously charge all required EVs at its full rated amperage.
5.The service panel or subpanel(s) shall have sufficient capacity to accommodate the required number of dedicated branch circuit(s) for the
future installation of the EVSE.
5.106.5.3.3 EV charging space calculations. [N] Table 5.106.5.3.3 shall be used to determine if single or multiple charging space
requirements apply for the future installation of EVSE.
Exceptions: On a case-by-case basis where the local enforcing agency has determined EV charging and infrastructure is not
feasible based upon one or more of the following conditions:
1.Where there is insufficient electrical supply.
2.Where there is evidence suitable to the local enforcing agency substantiating that additional local utility
infrastructure design requirements, directly related to the implementation of Section 5.106.5.3, may adversely impact
the construction cost of the project.
1. Calculation for spaces shall be rounded up to the nearest whole number.
5.106.5.3.4 [N] Identification. The service panel or subpanel(s) circuit directory shall identify the reserved overcurrent protective device
space(s) for future EV charging as "EV CAPABLE". The raceway termination location shall be permanently and visibly marked as "EV
CAPABLE".
5.106.5.3.5 [N] Future charging spaces qualify as designated parking as described in Section 5.106.5.2 Designated parking for clean air
vehicles.
5.106.8 LIGHT POLLUTION REDUCTION. [N].l Outdoor lighting systems shall be designed and installed to comply with the following:
1.The minimum requirements in the California Energy Code for Lighting Zones 0-4 as defined in Chapter 10, Section 10-114 of the California
Administrative Code; and
2.Backlight (B) ratings as defined in IES TM-15-11 (shown in Table A-1 in Chapter 8);
3.Uplight and Glare ratings as defined in California Energy Code (shown in Tables 130.2-A and 130.2-B in Chapter 8) and
4.Allowable BUG ratings not exceeding those shown in Table 5.106.8, [N] or Comply with a local ordinance lawfully enacted pursuant to
Section 101.7, whichever is more stringent.
Exceptions: [N]
1. Luminaires that qualify as exceptions in Section 140.7 of the California Energy Code.
2. Emergency lighting.
3. Building facade meeting the requirements in Table 140.7-B of the California Energy Code, Part 6.
4. Custom lighting features as allowed by the local enforcing agency, as permitted by Section 101.8 Alternate materials, designs and
methods of construction.
Note: [N]
1. See also California Building Code, Chapter 12, Section 1205.6 for college campus lighting requirements for parking facilities and
walkways.
2. Refer to Chapter 8 (Compliance Forms, Worksheets and Reference Material) for IES TM-15-11 Table A-1, California Energy Code
Tables 130.2-A and 130.2-B.
3. Refer to the California Building Code for requirements for additions and alterations.
5.106.10 GRADING AND PAVING. Construction plans shall indicate how site grading or a drainage system will manage all surface water flows
to keep water from entering buildings. Examples of methods to manage surface water include, but are not limited to, the following:
1. Swales
2. Water collection and disposal systems
3. French Drains
4. Water retention gardens
5. Other water measures which keep surface water away from buildings and aid in groundwater recharge.
Exception: Additions and alterations not altering the drainage path.
5.106.12 SHADE TREES [DSA-SS]. Shade Trees shall be planted to comply with Sections 5.106.12.1, 5.106.12.2, and 5.106.12.3.
Percentages shown shall be measured at noon on the summer solstice. Landscape irrigation necessary to establish and maintain tree health
shall comply with Section 5.304.6.
5.106.12.1 Surface parking areas. Shade tree plantings, minimum #10 container size or equal, shall be installed to provide shade over 50
percent of the parking area within 15 years.
Exceptions: The surface parking area covered by solar photovoltaic shade structures, or shade structures, with roofing materials
that comply with Table A5.106.11.2.2 in Appendix A5, are not included in the total area calculations.
TABLE 5.106.5.2 - PARKING
TOTAL NUMBER OF PARKING SPACES NUMBER OF REQUIRED SPACES
0 -9
10 -24
25 -50
51 -75
76 -100
101 -150
151 -200
201 AND OVER
0
1
3
6
8
11
16
AT LEAST 8% OF TOTAL
TABLE 5.106.5.3.3
TOTAL NUMBER OF PARKING SPACES NUMBER OF REQUIRED SPACES
0 -9
10 -24
25 -50
51 -75
76 -100
101 -150
151 -200
201 AND OVER
0
1
2
4
5
7
10
6% OF TOTAL
TABLE 5.106.8 [N] MAXIMUM ALLOWABLE BACKLIGHT, UPLIGHT, AND GLARE (BUG) RATINGS 1,2
ALLOWABLE RATING LIGHTING ZONE LZ0 LIGHTING ZONE LZ1 LIGHTING ZONE LZ2 LIGHTING ZONE LZ3 LIGHTING ZONE LZ4
MAXIMUM ALLOWABLE
BACKLIGHT RATING 3
Luminaire greater than 2 mounting heights
(MH) from property line
Luminaire back hemisphere is 1-2 MH from
property line
Luminaire back hemisphere is 0.5-1 MH from
property line
MAXIMUM ALLOWABLE UPLIGHT RATING
[U]
For area lighting 4
For all other outdoor lighting, including
decorative luminaires
Luminaire greater than 2 mounting heights
(MH) from property line
Luminaire back hemisphere is 0.5 MH from
property line
MAXIMUM ALLOWABLE GLARE RATING 5
(G)
Luminaire back hemisphere is 1-2 MH from
property line
Luminaire back hemisphere is 0.5-1 MH from
property line
Luminaire back hemisphere is 0.5 MH from
property line
5.106.12.2 Landscape areas. Shade tress plantings, minimum #10 container size or equal shall be installed to provide shade of 20% of the
landscape area within 15 years.
Exceptions: Playfields for organized sport activity are not included in the total area calculation.
5.106.12.3. Hardscape areas. Shade tree plantings, minimum #10 container size or equal shall be installed to provide shade over 20
percent of the hardscape area within 15 years.
Exceptions: Walks, hardscape areas covered by solar photovoltaic shade structures, and hardscape areas covered by shade
structures with roofing materials that comply with Table A5.106.11.2.2 in Appendix A5, are not included in the total area calculation.
DIVISION 5.2 ENERGY EFFICIENCY
SECTION 5.201 GENERAL
5.201.1 Scope [BSC-CG]. California Energy Code [DSA-SS]. For the purposes of mandatory energy efficiency standards in this code, the
California Energy Commission will continue to adopt mandatory building standards.
DIVISION 5.3 WATER EFFICIENCY AND CONSERVATION
SECTION 5.301 GENERAL
5.301.1 Scope. The provisions of this chapter shall establish the means of conserving water use indoors, outdoors and in wastewater
conveyance.
SECTION 5.302 DEFINITIONS
5.302.1 Definitions. The following terms are defined in Chapter 2 (and are included here for reference)
EVAPOTRANSPIRATION ADJUSTMENT FACTOR (ETAF) [DSA-SS]. An adjustment factor when applied to reference evapotranspiration
that adjusts for plant factors and irrigation efficiency, which are two major influences on the amount of water that needs to be applied to the
landscape.
FOOTPRINT AREA [DSA-SS]. The total area of the furthest exterior wall of the structure projected to natural grade, not including exterior
areas such as stairs, covered walkways, patios and decks.
METERING FAUCET. A self-closing faucet that dispenses a specific volume of water for each actuation cycle. The volume or cycle duration
can be fixed or adjustable.
GRAYWATER. Pursuant to Health and Safety Code Section 17922.12, "graywater" means untreated wastewater that has not been
contaminated by any toilet discharge, has not been affected by infectious, contaminated, or unhealthy bodily wastes, and does not present a
threat from contamination by unhealthful processing, manufacturing, or operating wastes. "Graywater" includes, but is not limited to wastewater
from bathtubs, showers, bathroom washbasins, clothes washing machines and laundry tubs, but does not include waste water from kitchen
sinks or dishwashers.
MODEL WATER EFFICIENT LANDSCAPE ORDINANCE (MWELO). The California ordinance regulating landscape design, installation and
maintenance practices that will ensure commercial, multifamily and other developer installed landscapes greater than 2500 square feet meet an
irrigation water budget developed based on landscaped area and climatological parameters.
MODEL WATER EFFICIENT LANDSCAPE ORDINANCE (MWELO). [HCD] The California model ordinance (California Code of Regulations,
Title 23, Division 2, Chapter 2.7), regulating landscape design, installation and maintenance practices. Local agencies are required to adopt the
updated MWELO, or adopt a local ordinance at least as effective as the MWELO.
POTABLE WATER. Water that is drinkable and meets the U.S. Environmental Protection Agency (EPA) Drinking Water Standards. See
definition in the California Plumbing Code, Part 5.
POTABLE WATER. [HCD] Water that is satisfactory for drinking, culinary, and domestic purposes, and meets the U.S. Environmental
Protection Agency (EPA) Drinking Water Standards and the requirements of the Health Authority Having Jurisdiction.
RECYCLED WATER. Water which, as a result of treatment of waste, is suitable for a direct beneficial use or a controlled use that would not
otherwise occur [Water Code Section 13050 (n)]. Simply put, recycled water is water treated to remove waste matter attaining a quality that is
suitable to use the water again.
SUBMETER. A meter installed subordinate to a site meter. Usually used to measure water intended for one purpose, such as landscape
irrigation. For the purposes of CALGreen, a dedicated meter may be considered a submeter.
WATER BUDGET. Is the estimated total landscape irrigation water use which shall not exceed the maximum applied water allowance
calculated in accordance with the Department of Water Resources Model Efficient Landscape Ordinance (MWELO).
SECTION 5.303 INDOOR WATER USE
5.303.1 METERS. Separate submeters or metering devices shall be installed for the uses described in Sections 503.1.1 and 503.1.2.
5.303.1.1 Buildings in excess of 50,000 square feet. Separate submeters shall be installed as follows:
1. For each individual leased, rented or other tenant space within the building projected to consume more than 100 gal/day (380 L/day),
including, but not limited to, spaces used for laundry or cleaners, restaurant or food service, medical or dental office, laboratory, or beauty salon
or barber shop.
2. Where separate submeters for individual building tenants are unfeasible, for water supplied to the following subsystems:
a. Makeup water for cooling towers where flow through is greater than 500 gpm (30 L/s).
b. Makeup water for evaporative coolers greater than 6 gpm (0.04 L/s).
c. Steam and hot water boilers with energy input more than 500,000 Btu/h (147 kW).
5.303.1.2 Excess consumption. A separate submeter or metering device shall be provided for any tenant within a building or within an
addition that is projected to consume more than 1,000 gal/day.
5.303.3 WATER CONSERVING PLUMBING FIXTURES AND FITTINGS. Plumbing fixtures (water closets and urinals) and fittings (faucets
and showerheads) shall comply with the following:
5.303.3.1 Water Closets. The effective flush volume of all water closets shall not exceed 1.28 gallons per flush. Tank-type water closets
shall be certified to the performance criteria of the U.S. EPA WaterSense Specification for Tank-Type toilets.
Note: The effective flush volume of dual flush toilets is defined as the composite, average flush volume of two reduced flushes and one full
flush.
5.303.3.2 Urinals.
5.303.3.2.1 Wall-mounted Urinals. The effective flush volume of wall-mounted urinals shall not exceed 0.125 gallons per flush.
5.303.3.2.2 Floor-mounted Urinals. The effective flush volume of floor-mounted or other urinals shall not exceed 0.5 gallons per flush.
5.303.3.3 Showerheads. [BSC-CG]
5.303.3.3.1 Single showerhead. Showerheads shall have a maximum flow rate of not more than 1.8 gallons per minute at 80 psi.
Showerheads shall be certified to the performance criteria of the U.S. EPA WaterSense Specification for Showerheads.
5.303.3.3.2 Multiple showerheads serving one shower. When a shower is served by more than one showerhead, the combined flow
rate of all the showerheads and/or other shower outlets controlled by a single valve shall not exceed 1.8 gallons per minute at 80 psi, or the
shower shall be designed to allow only one shower outlet to be in operation at a time.
Note: A hand-held shower shall be considered a showerhead.
5.303.3.4 Faucets and fountains.
5.303.3.4.1 Nonresidential Lavatory faucets. Lavatory faucets shall have a maximum flow rate of not more than 0.5 gallons per minute
at 60 psi.
5.303.3.4.2 Kitchen faucets. Kitchen faucets shall have a maximum flow rate of not more than 1.8 gallons per minute at 60 psi. Kitchen
faucets may temporarily increase the flow above the maximum rate, but not to exceed 2.2 gallons per minute at 60 psi, and must default to a
maximum flow rate of 1.8 gallons per minute at 60 psi.
5.303.3.4.3 Wash fountains. Wash fountains shall have a maximum flow rate of not more than 1.8 gallons per minute/20 [rim space
(inches) at 60 psi].
5.303.3.4.4 Metering faucets. Metering faucets shall not deliver more than 0.20 gallons per cycle.
5.303.3.4.5 Metering faucets for wash fountains. Metering faucets for wash fountains shall have a maximum flow rate of not more than
0.20 gallons per minute/20 [rim space (inches) at 60 psi].
Note: Where complying faucets are unavailable, aerators or other means may be used to achieve reduction.
5.303.4 COMMERCIAL KITCHEN EQUIPMENT.
5.303.4.1 Food Waste Disposers. Disposers shall either modulate the use of water to no more than 1 gpm when the disposer is not in use
(not actively grinding food waste/no-load) or shall automatically shut off after no more than 10 minutes of inactivity. Disposers shall use no
more than 8 gpm of water.
Note: This code section does not affect local jurisdiction authority to prohibit or require disposer installation.
5.303.5 AREAS OF ADDITION OR ALTERATION. For those occupancies within the authority of the California Building Standards
Commission as specified in Section 103, the provisions of Section 5.303.3 and 5.303.4 shall apply to fixtures in additions or areas of alteration
to the building.
5.303.6 STANDARDS FOR PLUMBING FIXTURES AND FITTINGS. Plumbing fixtures and fittings shall be installed in accordance with the
California Plumbing Code, and shall meet the applicable standards referenced in Table 1701.1 of the California Plumbing Code and in Chapter
6 of this code.
SECTION 5.304 OUTDOOR WATER USE
5.304.1 OUTDOOR POTABLE WATER USE IN LANDSCAPE AREAS. Nonresidential developments shall comply with a local water efficient
landscape ordinance or the current California Department of Water Resources' Model Water Efficient Landscape Ordinance (MWELO),
whichever is more stringent.
Notes:
1. The Model Water Efficient Landscape Ordinance (MWELO) is located in the California Code of Regulations, Title 23, Chapter 2.7,
Division 2.
2. MWELO and supporting documents, including a water budget calculator, are available at: https://www.water.ca.gov/.
5.304.6 OUTDOOR POTABLE WATER USE IN LANDSCAPE AREAS.For public schools and community colleges, landscape projects as
described in Sections 5.304.6.1 and 5.304.6.2 shall comply with the California Department of Water Resources Model Water Efficient
Landscape Ordinance (MWELO) commencing with Section 490 of Chapter 2.7, Division 2, Title 23, California Code of Regulations,except that
the evapotranspiration adjustment factor (ETAF) shall be 0.65 with an additional water allowance for special landscape areas (SLA) of 0.35.
Exception: Any project with an aggregate landscape area of 2,500 square feet or less may comply with the prescriptive measures contained
in Appendix D of the MWELO.
5.304.6.1 Newly constructed landscapes. construction projects with an aggregate landscape area equal to or greater than 500 square
feet.
5.304.6.2 Rehabilitated landscapes. Rehabilitated landscape projects with an aggregate landscape area equal to or greater than 1,200
square feet.
DIVISION 5.4 MATERIAL CONSERVATION AND RESOURCE EFFICIENCY
SECTION 5.401 GENERAL
5.401.1 SCOPE. The provisions of this chapter shall outline means of achieving material conservation and resource efficiency through
protection of buildings from exterior moisture, construction waste diversion, employment of techniques to reduce pollution through recycling of
materials, and building commissioning or testing and adjusting.
SECTION 5.402 DEFINITIONS
5.402.1 DEFINITIONS. The following terms are defined in Chapter 2 (and are included here for reference)
ADJUST. To regulate fluid flow rate and air patterns at the terminal equipment, such as to reduce fan speed or adjust a damper.
BALANCE. To proportion flows within the distribution system, including sub-mains, branches and terminals, according to design quantities.
BUILDING COMMISSIONING. A systematic quality assurance process that spans the entire design and construction process, including
verifying and documenting that building systems and components are planned, designed, installed, tested, operated and maintained to meet the
owner’s project requirements.
ORGANIC WASTE. Food waste, green waste, landscape and pruning waste, nonhazardous wood waste, and food soiled paper waste that is
mixed in with food waste.
TEST. A procedure to determine quantitative performance of a system or equipment
1. IESNA Lighting Zone 0 and 5 are not applicable; refer to Lighting Zones as defined in the California Energy Code and Chapter 10 of the California Administrative Code.
2. For property lines that abut public walkways, bikeways, plazas and parking lots, the property line my be considered to be 5 feet beyond the actual property line for purpose of determining
compliance with this section. For property lines that abut public walkways and public transit corridors, the property line may be considered to be the centerline of the public roadway or public
transit corridor for the purpose of determining compliance with this section.
3. If the nearest property line is less than or equal to two mounting heights from the back hemisphere of the luminaire distribution, the applicable reduced Backlight rating shall be met.
4. General lighting luminaires in areas such as outdoor parking, sales or storage lots shall meet these reduced ratings. Decorative luminaires located in these areas shall meet U-value limits for
"all other outdoor lighting".
5. If the nearest property line is less than or equal to two mounting heights from the front hemisphere of the luminaire distribution, the applicable reduced Glare rating shall be met.
N/A
G0
G1
U1
U0
B0
B1
B2
No Limit
B3
U2
G2
B4
U3
G3
UR
G4
No Limit No Limit No Limit
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
B2
B2B1B0
B3 B3
B4
U0 U0 U0
G0
G0
G0
G0 G0
G1 G1
G1 G1
G1
G2
SECTION 5.407 WATER RESISTANCE AND MOISTURE MANAGEMENT
5.407.1 WEATHER PROTECTION.Provide a weather-resistant exterior wall and foundation envelope as required by California Building Code
Section 1402.2 (Weather Protection), manufacturer's installation instructions or local ordinance, whichever is more stringent.
5.407.2 MOISTURE CONTROL.Employ moisture control measures by the following methods.
5.407.2.1 Sprinklers.Design and maintain landscape irrigation systems to prevent spray on structures.
5.407.2.2 Entries and openings. Design exterior entries and/or openings subject to foot traffic or wind-driven rain to prevent water
intrusion into buildings as follows:
5.407.2.2.1 Exterior door protection. Primary exterior entries shall be covered to prevent water intrusion by using nonabsorbent floor
and wall finishes within at least 2 feet around and perpendicular to such openings plus at least one of the following:
1. An installed awning at least 4 feet in depth.
2. The door is protected by a roof overhang at least 4 feet in depth.
3. The door is recessed at least 4 feet.
4. Other methods which provide equivalent protection.
5.407.2.2.2 Flashing. Install flashings integrated with a drainage plane.
SECTION 5.408 CONSTRUCTION WASTE REDUCTION, DISPOSAL AND RECYCLING
5.408.1 CONSTRUCTION WASTE MANAGEMENT. Recycle and/or salvage for reuse a minimum of 65% of the non-hazardous construction
and demolition waste in accordance with Section 5.408.1.1, 5.408.1.2 or 5.408.1.3; or meet a local construction and demolition waste
management ordinance, whichever is more stringent.
5.408.1.1 Construction waste management plan.Where a local jurisdiction does not have a construction and demolition waste
management ordinance, submit a construction waste management plan that:
1. Identifies the construction and demolition waste materials to be diverted from disposal by efficient usage, recycling, reuse on the
project or salvage for future use or sale.
2. Determines if construction and demolition waste materials will be sorted on-site (source-separated) or bulk mixed (single stream).
3. Identifies diversion facilities where construction and demolition waste material collected will be taken.
4. Specifies that the amount of construction and demolition waste materials diverted shall be calculated by weight or volume, but not by
both.
5.408.1.2 Waste Management Company. Utilize a waste management company that can provide verifiable documentation that the
percentage of construction and demolition waste material diverted from the landfill complies with this section.
Note: The owner or contractor shall make the determination if the construction and demolition waste material will be diverted by a waste
management company.
Exceptions to Sections 5.408.1.1 and 5.408.1.2:
1. Excavated soil and land-clearing debris.
2. Alternate waste reduction methods developed by working with local agencies if diversion or recycle facilities capable of compliance
with this item do not exist.
3. Demolition waste meeting local ordinance or calculated in consideration of local recycling facilities and markets.
5.408.1.3 Waste stream reduction alternative. The combined weight of construction disposal that does not exceed two pounds per
square foot of building area may be deemed to meet the 65% minimum requirement as approved by the enforcing agency.
5.408.1.4 Documentation.Documentation shall be provided to the enforcing agency which demonstrates compliance with Sections
5.408.1.1, through 5.408.1.3. The waste management plan shall be updated as necessary and shall be accessible during construction for
examination by the enforcing agency.
Notes:
1. Sample forms found in "A Guide to the California Green Building Standards Code (Nonresidential)" located at
www.bsc.ca.gov/Home/CALGreen.aspx may be used to assist in documenting compliance with the waste management plan.
2. Mixed construction and demolition debris processors can be located at the California Department of Resources Recycling and
Recovery (CalRecycle).
5.408.2 UNIVERSAL WASTE. [A] Additions and alterations to a building or tenant space that meet the scoping provisions in Section 301.3 for
nonresidential additions and alterations, shall require verification that Universal Waste items such as fluorescent lamps and ballast and mercury
containing thermostats as well as other California prohibited Universal Waste materials are disposed of properly and are diverted from landfills.
A list of prohibited Universal Waste materials shall be included in the construction documents.
Note: Refer to the Universal Waste Rule link at:
http://www.dtsc.ca.gov/LawsRegsPolicies/Regs/upload/OEAR-A_REGS_UWR_FinalText.pdf
5.408.3 EXCAVATED SOIL AND LAND CLEARING DEBRIS. 100 percent of trees, stumps, rocks and associated vegetation and soils
resulting primarily from land clearing shall be reused or recycled. For a phased project, such material may be stockpiled on site until the storage
site is developed.
Exception: Reuse, either on or off-site, of vegetation or soil contaminated by disease or pest infestation.
Notes:
1. If contamination by disease or pest infestation is suspected, contact the County Agricultural Commissioner and follow its direction for
recycling or disposal of the material.
2. For a map of know pest and/or disease quarantine zones, consult with the California Department of Food and Agriculture.
(www.cdfa.ca.gov)
SECTION 5.410 BUILDING MAINTENANCE AND OPERATIONS
5.410.1 RECYCLING BY OCCUPANTS. Provide readily accessible areas that serve the entire building and are identified for the depositing,
storage and collection of non-hazardous materials for recycling, including (at a minimum) paper, corrugated cardboard, glass, plastics, organic
waste, and metals or meet a lawfully enacted local recycling ordinance, if more restrictive.
Exception: Rural jurisdictions that meet and apply for the exemption in Public Resources
Code 42649.82 (a)(2)(A) et seq. shall also be exempt from the organic waste portion of this section.
5.410.1.1 Additions. All additions conducted within a 12-month period under single or multiple permits, resulting in an increase of 30% or
more in floor area, shall provide recycling areas on site.
Exception: Additions within a tenant space resulting in less than a 30% increase in the tenant space floor area.
5.410.1.2 Sample ordinance. Space allocation for recycling areas shall comply with Chapter 18, Part 3, Division 30 of the Public
Resources Code. Chapter 18 is known as the California Solid Waste Reuse and Recycling Access Act of 1991 (Act).
Note: A sample ordinance for use by local agencies may be found in Appendix A of the document at the CalRecycle’s web site.
5.410.2 COMMISSIONING. [N]buildings 10,000 square feet and over.For buildings 10,000 square feet and over, building commissioning
shall be included in the design and construction processes of the building project to verify that the building systems and components meet the
owner’s or owner representative’s project requirements. Commissioning shall be performed in accordance with this section by trained
personnel with experience on projects of comparable size and complexity. For I-occupancies that are not regulated by OSHPD or for I-
occupancies and L-occupancies that are not regulated by the California Energy Code Section 100.0 Scope, all requirements in Sections
5.410.2 through 5.410.2.6 shall apply.
Note:For energy-related systems under the scope (Section 100) of the California Energy Code, including heating, ventilation, air conditioning
(HVAC) systems and controls, indoor lighting systems and controls, as well as water heating systems and controls, refer to California Energy
Code Section 120.8 for commissioning requirements
Commissioning requirements shall include:
1. Owner’s or Owner representative’s project requirements.
2. Basis of design.
3. Commissioning measures shown in the construction documents.
4. Commissioning plan.
5. Functional performance testing.
6. Documentation and training.
7. Commissioning report.
Exceptions:
1. Unconditioned warehouses of any size.
2. Areas less than 10,000 square feet used for offices or other conditioned accessory spaces within unconditioned warehouses.
3. Tenant improvements less than 10,000 square feet as described in Section 303.1.1.
4. Open parking garages of any size, or open parking garage areas, of any size, within a structure.
Note: For the purposes of this section, unconditioned shall mean a building, area, or room which does not provide heating and or air
conditioning.
Informational Notes:
1. IAS AC 476 is an accreditation criteria for organizations providing training and/or certification of commissioning personnel. AC 476 is
available to the Authority Having Jurisdiction as a reference for qualifications of commissioning personnel. AC 476 des not certify individuals to
conduct functional performance tests or to adjust and balance systems.
2. Functional performance testing for heating, ventilation, air conditioning systems and lighting controls must be performed in compliance
with the California Energy Code.
5.410.2.1 Owner's or Owner Representative's Project Requirements (OPR). [N] The expectations and requirements of the building
appropriate to its phase shall be documented before the design phase of the project begins. This documentation shall include the following:
1. Environmental and sustainability goals.
2. Building sustainable goals.
3. Indoor environmental quality requirements.
4. Project program, including facility functions and hours of operation, and need for after hours operation.
5. Equipment and systems expectations.
6. Building occupant and operation and maintenance (OANDM) personnel expectations.
5.410.2.2 Basis of Design (BOD). [N] A written explanation of how the design of the building systems meets the OPR shall be completed
at the design phase of the building project. The Basis of Design document shall cover the following systems:
1. Renewable energy systems.
2. Landscape irrigation systems.
3. Water reuse system.
5.410.2.3 Commissioning plan. [N] Prior to permit issuance a commissioning plan shall be completed to document how the project will be
commissioned. The commissioning plan shall include the following:
1. General project information.
2. Commissioning goals.
3. Systems to be commissioned. Plans to test systems and components shall include:
a. An explanation of the original design intent.
b. Equipment and systems to be tested, including the extent of tests.
c. Functions to be tested.
d. Conditions under which the test shall be performed.
e. Measurable criteria for acceptable performance.
4. Commissioning team information.
5. Commissioning process activities, schedules and responsibilities. Plans for the completion of commissioning shall be included.
5.410.2.4 Functional performance testing. [N] Functional performance tests shall demonstrate the correct installation and operation of
each component, system and system-to-system interface in accordance with the approved plans and specifications. Functional performance
testing reports shall contain information addressing each of the building components tested, the testing methods utilized, and include any
readings and adjustments made.
5.410.2.5 Documentation and training. [N] A Systems Manual and Systems Operations Training are required, including Occupational Safety
and Health Act (OSHA) requirements in California Code of Regulations (CCR), Title 8, Section 5142, and other related regulations.
5.410.2.5.1 Systems manual. [N]Documentation of the operational aspects of the building shall be completed within the systems
manual and delivered to the building owner or representative. The systems manual shall include the following:
1. Site information, including facility description, history and current requirements.
2. Site contact information.
3. Basic operations and maintenance, including general site operating procedures, basic troubleshooting, recommended
maintenance requirements, site events log.
4. Major systems.
5. Site equipment inventory and maintenance notes.
6. A copy of verifications required by the enforcing agency or this code.
7. Other resources and documentation, if applicable.
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5.410.2.5.2 Systems operations training. [N]A program for training of the appropriate maintenance staff for each equipment type and/or
system shall be developed and documented in the commissioning report and shall include the following:
1. System/equipment overview (what it is, what it does and with what other systems and/or equipment it interfaces).
2. Review and demonstration of servicing/preventive maintenance.
3. Review of the information in the Systems Manual.
4. Review of the record drawings on the system/equipment.
5.410.2.6 Commissioning report.[N] A report of commissioning process activities undertaken through the design and construction phases of
the building project shall be completed and provided to the owner or representative.
5.410.4 TESTING AND ADJUSTING.buildings less than 10,000 square feet.Testing and adjusting of systems shall be required for
buildings less than 10,000 square feet or systems to serve an addition or alteration subject to Section 303.1.
5.410.4.2 (Reserved)
Note: For energy-related systems under the scope (Section 100) of the California Energy Code, including heating, ventilation, air
conditioning (HVAC) systems and controls, indoor lighting system and controls, as well as water heating systems and controls,refer to
California Energy Code Section 120.8 for commissioning requirements and Sections 120.5, 120.6, 130.4, and 140.9(b)3 for additional testing
requirements of specific systems.
5.410.4.2 Systems. Develop a written plan of procedures for testing and adjusting systems. Systems to be included for testing and
adjusting shall include at a minimum, as applicable to the project:
1. Renewable energy systems.
2. Landscape irrigation systems.
3. Water reuse systems.
5.410.4.3 Procedures. Perform testing and adjusting procedures in accordance with manufacturer's specifications and applicable
standards on each system.
5.410.4.3.1 HVAC balancing. In addition to testing and adjusting, before a space-conditioning system serving a building or space is
operated for normal use, the system shall be balanced in accordance with the procedures defined by the Testing Adjusting and Balancing
Bureau National Standards; the National Environmental Balancing Bureau Procedural Standards; Associated Air Balance Council National
Standards or as approved by the enforcing agency.
5.410.4.4 Reporting. After completion of testing, adjusting and balancing, provide a final report of testing signed by the individual responsible
for performing these services.
5.410.4.5 Operation and maintenance (O AND M) manual. Provide the building owner or representative with detailed operating and
maintenance instructions and copies of guaranties/warranties for each system. O AND M instructions shall be consistent with OSHA
requirements in CCR, Title 8, Section 5142, and other related regulations.
5.410.4.5.1 Inspections and reports.Include a copy of all inspection verifications and reports required by the enforcing agency.
DIVISION 5.5 ENVIRONMENTAL QUALITY
SECTION 5.501 GENERAL
5.501.1 SCOPE. The provisions of this chapter shall outline means of reducing the quantity of air contaminants that are odorous, irritating,
and/or harmful to the comfort and well-being of a building's installers, occupants and neighbors.
SECTION 5.502 DEFINITIONS
5.502.1 DEFINITIONS. The following terms are defined in Chapter 2 (and are included here for reference)
ARTERIAL HIGHWAY. A general term denoting a highway primarily for through traffic usually on a continuous route.
A-WEIGHTED SOUND LEVEL (dBA). The sound pressure level in decibels as measured on a sound level meter using the internationally
standardized A-weighting filter or as computed from sound spectral data to which A-weighting adjustments have been made.
1 BTU/HOUR. British thermal units per hour, also referred to as Btu. The amount of heat required to raise one pound of water one degree
Fahrenheit per hour, a common measure of heat transfer rate. A ton of refrigeration is 12,000 Btu, the amount of heat required to melt a ton
(2,000 pounds) of ice at 320/ Fahrenheit.
COMMUNITY NOISE EQUIVALENT LEVEL (CNEL). A metric similar to the day-night average sound level (Ldn), except that a 5 decibel
adjustment is added to the equivalent continuous sound exposure level for evening hours (7pm to 10pm) in addition to the 10 dB nighttime
adjustment used in the Ldn.
COMPOSITE WOOD PRODUCTS.Composite wood products include hardwood plywood, particleboard and medium density fiberboard.
“Composite wood products”does not include hardboard, structural plywood, structural panels, structural composite lumber, oriented strand
board, glued laminated timber, timber, prefabricated wood I–joists or finger–jointed lumber, all as specified in California Code of Regulations
(CCR), Title 17, Section 93120.1(a).
Note: See CCR, Title 17, Section 93120.1.
DAY-NIGHT AVERAGE SOUND LEVEL (Ldn). The A-weighted equivalent continuous sound exposure level for a 24-hour period with a 10 dB
adjustment added to sound levels occurring during nighttime hours (10p.m. to 7 a.m.).
DECIBEL (db). A measure on a logarithmic scale of the magnitude of a particular quantity (such as sound pressure, sound power, sound
intensity) with respect to a reference quantity.
ELECTRIC VEHICLE (EV). An automotive-type vehicle for on-road use, such as passenger automobiles, buses, trucks, vans, neighborhood
electric vehicles, electric motorcycles, and the like, primarily powered by an electric motor that draws current from a rechargeable storage
battery, fuel cell, photovoltaic array, or other source of electric current. Plug-in hybrid electric vehicles (PHEV) are considered electric vehicles.
For purposes of the California Electrical Code, off-road, self-propelled electric vehicles, such as industrial trucks, hoists, lifts, transports, golf
carts, airline ground support equipment, tractors, boats, and the like, are not included.
ELECTRIC VEHICLE CHARGING STATION(S) (EVCSj). One or more spaces intended for charging electric vehicles.
ELECTRIC VEHICLE SUPPLY EQUIPMENT (EVSE). The conductors, including the ungrounded, grounded, and equipment grounding
conductors and the electric vehicle connectors, attachment plugs, and all other fittings, devices, power outlets, or apparatus installed
specifically for the purpose of transferring energy between the premises wiring and the electric vehicle.
ENERGY EQUIVALENT (NOISE) LEVEL (Leq). The level of a steady noise which would have the same energy as the fluctuating noise level
integrated over the time of period of interest.
EXPRESSWAY.An arterial highway for through traffic which may have partial control of access, but which may or may not be divided or have
grade separations at intersections.
FREEWAY. A divided arterial highway with full control of access and with grade separations at intersections.
GLOBAL WARMING POTENTIAL (GWP). The radiative forcing impact of one mass-based unit of a given greenhouse gas relative to an
equivalent unit of carbon dioxide over a given period of time. Carbon dioxide is the reference compound with a GWP of one.
GLOBAL WARMING POTENTIAL VALUE (GWP VALUE). A 100-year GWP value published by the Intergovernmental Panel on Climate
Change (IPCC) in either its Second Assessment Report (SAR) (IPCC, 1995); or its Fourth Assessment A-3 Report (AR4) (IPCC, 2007). The
SAR GWP values are found in column "SAR (100-yr)" of Table 2.14.; the AR4 GWP values are found in column "100 yr" of Table 2.14.
HIGH-GWP REFRIGERANT. A compound used as a heat transfer fluid or gas that is: (a) a chlorofluorocarbon, a hydrochlorofluorocarbon, a
hydrofluorocarbon, a perfluorocarbon, or any compound or blend of compounds, with a GWP value equal to or greater than 150, or (B) any
ozone depleting substance as defined in Title 40 of the Code of Federal Regulations, Part 82, sec.82.3 (as amended March 10, 2009).
LONG RADIUS ELBOW. Pipe fitting installed between two lengths of pipe or tubing to allow a change of direction, with a radius 1.5 times the
pipe diameter.
LOW-GWP REFRIGERANT.A compound used as a heat transfer fluid or gas that: (A) has a GWP value less than 150, and (B) is not an
ozone depleting substance as defined in Title 40 of the Code of Federal Regulations, Part 82, sec.82.3 (as amended March 10, 2009).
MERV. Filter minimum efficiency reporting value, based on ASHRAE 52.2–1999.
MAXIMUM INCREMENTAL REACTIVITY (MIR).The maximum change in weight of ozone formed by adding a compound to the "Base
REactive Organic Gas (ROG) Mixture" per weight of compound added, expressed to hundredths of a gram (g O3//g ROC).
PRODUCT-WEIGHTED MIR (PWMIR).The sum of all weighted-MIR for all ingredients in a product subject to this article. The PWMIR is the
total product reactivity expressed to hundredths of a gram of ozone formed per gram of product (excluding container and packaging).
PSIG. Pounds per square inch, gauge.
REACTIVE ORGANIC COMPOUND (ROC). Any compound that has the potential, once emitted, to contribute to ozone formation in the
troposphere.
SCHRADER ACCESS VALVES. Access fittings with a valve core installed.
SHORT RADIUS ELBOW. Pipe fitting installed between two lengths of pipe or tubing to allow a change of direction, with a radius 1.0 times the
pipe diameter.
SUPERMARKET.For the purposes of Section 5.508.2, a supermarket is any retail food facility with 8,000 square feet or more conditioned
area, and that utilizes either refrigerated display cases, or walk-in coolers or freezers connected to remote compressor units or condensing
units.
VOC.A volatile organic compound broadly defined as a chemical compound based on carbon chains or rings with vapor pressures greater
than 0.1 millimeters of mercury at room temperature. These compounds typically contain hydrogen and may contain oxygen, nitrogen and other
elements. See CCR Title 17, Section 94508(a).
Note: Where specific regulations are cited from different agencies such as SCAQMD, ARB, etc., the VOC definition included in that specific
regulation is the one that prevails for the specific measure in question.
SECTION 5.503 FIREPLACES
5.503.1 FIREPLACES. Install only a direct-vent sealed-combustion gas or sealed wood-burning fireplace, or a sealed woodstove or pellet
stove, and refer to residential requirements in the California Energy Code, Title 24, Part 6, Subchapter 7, Section 150. Woodstoves, pellet
stoves and fireplaces shall comply with applicable local ordinances.
5.503.1.1 Woodstoves. Woodstoves and pellet stoves shall comply with U.S. EPA Source Performance Standards (NSPS) emission limits
as applicable, and shall have a permanent label indicating they are certified to meet the emission limits.
SECTION 5.504 POLLUTANT CONTROL
5.504.1 TEMPORARY VENTILATION. The permanent HVAC system shall only be used during construction if necessary to condition the
building or areas of addition or alteration within the required temperature range for material and equipment installation. If the HVAC system is
used during construction, use return air filters with a Minimum Efficiency Reporting Value (MERV) of 8, based on ASHRAE 52.2-1999, or an
average efficiency of 30% based on ASHRAE 52.1-1992 Replace all filters immediately prior to occupancy, or, if the building is occupied
during alteration, at the conclusion of construction.
5.504.3 Covering of duct openings and protection of mechanical equipment during construction.At the time of rough installation and
during storage on the construction site until final startup of the heating, cooling and ventilation equipment, all duct and other related air
distribution component openings shall be covered with tape, plastic, sheetmetal or other methods acceptable to the enforcing agency to reduce
the amount of dust, water and debris which may enter the system.
5.504.4 FINISH MATERIAL POLLUTANT CONTROL. Finish materials shall comply with Sections 5.504.4.1 through 5.504.4.6.
5.504.4.1 Adhesives, sealants and caulks. Adhesives, sealants, and caulks used on the project shall meet the requirements of the
following standards:
1. Adhesives, adhesive bonding primers, adhesive primers, sealants, sealant primers and caulks shall comply with local or regional air
pollution control or air quality management district rules where applicable, or SCAQMD Rule 1168 VOC limits, as shown in Tables 5.504.4.1
and 5.504.4.2. Such products also shall comply with the Rule 1168 prohibition on the use of certain toxic compounds (chloroform, ethylene
dichloride, methylene chloride, perchloroethylene and trichloroethylene), except for aerosol products as specified in subsection 2, below.
2. Aerosol adhesives, and smaller unit sizes of adhesives, and sealant or caulking compounds (in units of product, less packaging,
which do not weigh more than one pound and do not consist of more than 16 fluid ounces) shall comply with statewide VOC standards and
other requirements, including prohibitions on use of certain toxic compounds, of California Code of Regulations, Title 17, commencing with
Section 94507.
TABLE 5.504.4.1 - ADHESIVE VOC LIMIT 1,2
Less Water and Less Exempt Compounds in Grams per Liter
ARCHITECTURAL APPLICATIONS
INDOOR CARPET ADHESIVES 50
5.10 5.504.4.3.2 Verification.Verification of compliance with this section shall be provided at the request of the enforcing agency.
Documentation may include, but is not limited to, the following:
1. Manufacturer's product specification
2. Field verification of on-site product containers
5.504.4.4 Carpet Systems.All carpet installed in the building interior shall meet at least one of the testing and product requirements:
1. Carpet and Rug Institute's Green Label Plus Program.
2. Compliant with the VOC-emission limits and testing requirements specified in the California Department of Public Health Standard
Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers, Version
1.1, February 2010 (also known as CDPH Standard Method V1.1 or Specification 01350).
3. NSF/ANSI 140 at the Gold level or higher;
4. Scientific Certifications Systems Sustainable Choice; or
5. Compliant with the Collaborative for High Performance Schools California (2014 CA-CHPS) Criteria
listed in the CHPS High Performance Product Database.
5.504.4.4.1 Carpet cushion.All carpet cushion installed in the building interior shall meet the requirements of the Carpet and Rug Institute
Green Label program.
5.504.4.4.2 Carpet adhesive.All carpet adhesive shall meet the requirements of Table 5.504.4.1.
5.504.4.5 Composite wood products. Hardwood plywood, particleboard and medium density fiberboard composite wood products used
on the interior or exterior of the buildings shall meet the requirements for formaldehyde as specified in ARB's Air Toxics Control Measure
(ATCM) for Composite Wood (17 CCR 93120 et seq.). Those materials not exempted under the ATCM must meet the specified emission limits,
as shown in Table 5.504.4.5.
5.504.4.5.3 Documentation. Verification of compliance with this section shall be provided as requested by the enforcing agency.
Documentation shall include at least one of the following:
1. Product certifications and specifications.
2. Chain of custody certifications.
3. Product labeled and invoiced as meeting the Composite Wood Products regulation (see CCR, Title 17, Section 93120, et seq.).
4. Exterior grade products marked as meeting the PS-1 or PS-2 standards of the Engineered Wood Association, the Australian
AS/NZS 2269 or European 636 3S standards.
5. Other methods acceptable to the enforcing agency.
5.508.2.1 Refrigerant piping.Piping compliant with the California Mechanical Code shall be installed to be accessible for leak protection and
repairs. Piping runs using threaded pipe, copper tubing with an outside diameter (OD) less than 1/4 inch, flared tubing connections and short
radius elbows shall not be used in refrigerant systems except as noted below.
5.508.2.1.1 Threaded pipe.Threaded connections are permitted at the compressor rack.
5.508.2.1.2 Copper pipe.Copper tubing with an OD less than 1/4 inch may be used in systems with a refrigerant charge of 5 pounds or
less.
5.508.2.1.2.1 Anchorage.One-fourth-inch OD tubing shall be securely clamped to a rigid base to keep vibration levels below 8 mils.
5.508.2.1.3 Flared tubing connections.Double-flared tubing connections may be used for pressure controls, valve pilot lines and oil.
Exception:Single-flared tubing connections may be used with a multiring seal coated with industrial sealant suitable for use with
refrigerants and tightened in accordance with manufacturer's recommendations.
5.508.2.1.4 Elbows.Short radius elbows are only permitted where space limitations prohibit use of long radius elbows.
5.508.2.2 Valves.Valves Valves and fittings shall comply with the California Mechanical Code and as follows.
5.508.2.2.1 Pressure relief valves.For vessels containing high-GWP refrigerant, a rupture disc shall be installed between the outlet of
the vessel and the inlet of the pressure relief valve.
5.508.2.2.1.1 Pressure detection.A pressure gauge, pressure transducer or other device shall be installed in the space between the
rupture disc and the relief valve inlet to indicate a disc rupture or discharge of the relief valve.
5.508.2.2.2 Access valves.Only Schrader access valves with a brass or steel body are permitted for use.
5.508.2.2.2.1 Valve caps.For systems with a refrigerant charge of 5 pounds or more, valve caps shall be brass or steel and not
plastic.
5.508.2.2.2.2 Seal caps.If designed for it, the cap shall have a neoprene O-ring in place.
5.508.2.2.2.2.1 Chain tethers.Chain tethers to fit over the stem are required for valves designed to have seal caps.
Exception: Valves with seal caps that are not removed from the valve during stem operation.
5.508.2.3 Refrigerated service cases.Refrigerated service cases holding food products containing vinegar and salt shall have evaporator
coils of corrosion-resistant material, such as stainless steel; or be coated to prevent corrosion from these substances.
5.508.2.3.1 Coil coating.Consideration shall be given to the heat transfer efficiency of coil coating to maximize energy efficiency.
5.508.2.4 Refrigerant receivers.Refrigerant receivers with capacities greater than 200 pounds shall be fitted with a device that indicates
the level of refrigerant in the receiver.
5.508.2.5 Pressure testing.The system shall be pressure tested during installation prior to evacuation and charging.
5.508.2.5.1 Minimum pressure.The system shall be charged with regulated dry nitrogen and appropriate tracer gas to bring system
pressure up to 300 psig minimum.
5.508.2.5.2 Leaks.Check the system for leaks, repair any leaks, and retest for pressure using the same gauge.
5.508.2.5.3 Allowable pressure change.The system shall stand, unaltered, for 24 hours with no more than a +/-one pound pressure
change from 300 psig, measured with the same gauge.
5.508.2.6 Evacuation. The system shall be evacuated after pressure testing and prior to charging.
5.508.2.6.1 First vacuum.Pull a system vacuum down to at least 1000 microns (+/-50 microns), and hold for 30 minutes.
5.508.2.6.2 Second vacuum.Pull a second system vacuum to a minimum of 500 microns and hold for 30 minutes.
5.508.2.6.3 Third vacuum.Pull a third vacuum down to a minimum of 300 microns, and hold for 24 hours with a maximum drift of 100
microns over a 24-hour period.
CHAPTER 7
INSTALLER AND SPECIAL INSPECTOR QUALIFICATIONS
702 QUALIFICATIONS
702.1 INSTALLER TRAINING. HVAC system installers shall be trained and certified in the proper installation of HVAC systems including
ducts and equipment by a nationally or regionally recognized training or certification program. Uncertified persons may perform HVAC
installations when under the direct supervision and responsibility of a person trained and certified to install HVAC systems or contractor
licensed to install HVAC systems. Examples of acceptable HVAC training and certification programs include but are not limited to the following:
1. State certified apprenticeship programs.
2. Public utility training programs.
3. Training programs sponsored by trade, labor or statewide energy consulting or verification organizations.
4. Programs sponsored by manufacturing organizations.
5. Other programs acceptable to the enforcing agency.
702.2 SPECIAL INSPECTION [HCD]. When required by the enforcing agency, the owner or the responsible entity acting as the owner's agent
shall employ one or more special inspectors to prov ide inspection or other duties necessary to substantiate compliance with this code. Special
inspectors shall demonstrate competence to the satisfaction of the enforcing agency for the particular type of inspection or task to be
performed. In addition to other certifications or qualifications acceptable to the enforcing agency, the following certifications or education may
be considered by the enforcing agency when evaluating the qualifications of a special inspector:
1. Certification by a national or regional green building program or standard publisher.
2. Certification by a statewide energy consulting or verification organization, such as HERS raters, building performance contractors, and
home energy auditors.
3. Successful completion of a third party apprentice training program in the appropriate trade.
4. Other programs acceptable to the enforcing agency.
Notes:
1. Special inspectors shall be independent entities with no financial interest in the materials or the project they are inspecting for
compliance with this code.
2. HERS raters are special inspectors certified by the California Energy Commission (CEC) to rate homes in California according to the
Home Energy Rating System (HERS).
[BSC-CG] When required by the enforcing agency, the owner or the responsible entity acting as the owner's agent shall employ one or more
special inspectors to provide inspection or other duties necessary to substantiate compliance with this code. Special inspectors shall
demonstrate competence to the satisfaction of the enforcing agency for the particular type of inspection or task to be performed. In addition,
the special inspector shall have a certification from a recognized state, national or international association, as determined by the local agency.
The area of certification shall be closely related to the primary job function, as determined by the local agency.
Note: Special inspectors shall be independent entities with no financial interest in the materials or the project they are inspecting for
compliance with this code.
703 VERIFICATIONS
703.1 DOCUMENTATION. Documentation used to show compliance with this code shall include but is not limited to, construction documents,
plans, specifications, builder or installer certification, inspection reports, or other methods acceptable to the enforcing agency which
demonstrate substantial conformance. When specific documentation or special inspection is necessary to verify compliance, that method of
compliance will be specified in the appropriate section or identified applicable checklist.
CURRENT VOC LIMIT
CARPET PAD ADHESIVES
OUTDOOR CARPET ADHESIVES
WOOD FLOORING ADHESIVES
RUBBER FLOOR ADHESIVES
SUBFLOOR ADHESIVES
CERAMIC TILE ADHESIVES
VCT & ASPHALT TILE ADHESIVES
DRYWALL & PANEL ADHESIVES
COVE BASE ADHESIVES
MULTIPURPOSE CONSTRUCTION ADHESIVES
STRUCTURAL GLAZING ADHESIVES
SINGLE-PLY ROOF MEMBRANE ADHESIVES
OTHER ADHESIVES NOT SPECIFICALLY LISTED
SPECIALTY APPLICATIONS
PVC WELDING
CPVC WELDING
ABS WELDING
PLASTIC CEMENT WELDING
ADHESIVE PRIMER FOR PLASTIC
CONTACT ADHESIVE
SPECIAL PURPOSE CONTACT ADHESIVE
STRUCTURAL WOOD MEMBER ADHESIVE
TOP & TRIM ADHESIVE
SUBSTRATE SPECIFIC APPLICATIONS
METAL TO METAL
PLASTIC FOAMS
POROUS MATERIAL (EXCEPT WOOD)
WOOD
FIBERGLASS
1. IF AN ADHESIVE IS USED TO BOND DISSIMILAR SUBSTRATES TOGETHER, THE ADHESIVE WITH
THE HIGHEST VOC CONTENT SHALL BE ALLOWED.
2. FOR ADDITIONAL INFORMATION REGARDING METHODS TO MEASURE THE VOC CONTENT
SPECIFIED IN THIS TABLE, SEE SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT RULE 1168,
www.arb.ca.gov/DRDB/SC/CURHTML/R1168.PDF
50
150
100
60
50
65
50
50
50
70
100
250
50
510
490
325
250
550
80
250
140
250
5030
50
50
30
80
5.504.4.3 Paints and coatings. Architectural paints and coatings shall comply with VOC limits in Table 1 of the ARB Architectural
Coatings Suggested Control Measure, as shown in Table 5.504.4.3, unless more stringent local limits apply. The VOC content limit for coatings
that do not meet the definitions for the specialty coatings categories listed in Table 5.504.4.3 shall be determined by classifying the coating as a
Flat, Nonflat or Nonflat-High Gloss coating, based on its gloss, as defined in Subsections 4.21, 4.36 and 4.37 of the 2007 California Air
Resources Board Suggested Control Measure, and the corresponding Flat, Nonflat or Nonflat-High Gloss VOC limit in Table 5.504.4.3 shall
apply.
5.504.4.3.1 Aerosol Paints and coatings. Aerosol paints and coatings shall meet the PWMIR Limits for ROC in Section 94522(a)(3)
and other requirements, including prohibitions on use of certain toxic compounds and ozone depleting substances, in Sections 94522(c)(2)
and (d)(2) of California Code of Regulations, Title 17, commencing with Section 94520; and in areas under the jurisdiction of the Bay Area Air
Quality Management District additionally comply with the percent VOC by weight of product limits of Regulation 8 Rule 49.
TABLE 5.504.4.1 - SEALANT VOC LIMIT
Less Water and Less Exempt Compounds in Grams per Liter
SEALANTS
ARCHITECTURAL 50
CURRENT VOC LIMIT
MARINE DECK
NONMEMBRANE ROOF
ROADWAY
SINGLE-PLY ROOF MEMBRANE
OTHER
SEALANT PRIMERS
ARCHITECTURAL
NONPOROUS
POROUS
MODIFIED BITUMINOUS
MARINE DECK
OTHER
50
150
100
60
50
50
50
70
100
250
NOTE: FOR ADDITIONAL INFORMATION REGARDING METHODS TO MEASURE THE VOC
CONTENT SPECIFIED IN THESE TABLES, SEE SOUTH COAST AIR QUALITY MANAGEMENT
DISTRICT RULE 1168.
TABLE 5.504.4.3 - VOC CONTENT LIMITS FOR ARCHITECTURAL
COATINGS 2,3
GRAMS OF VOC PER LITER OF COATING, LESS WATER AND LESS EXEMPT COMPOUNDS
COATING CATEGORY
FLAT COATINGS 50
CURRENT VOC LIMIT
NONFLAT COATINGS
NONFLAT HIGH GLOSS COATINGS
SPECIALTY COATINGS
ALUMINUM ROOF COATINGS
BASEMENT SPECIALTY COATINGS
BITUMINOUS ROOF COATINGS
CONCRETE/MASONRY SEALERS
DRIVEWAY SEALERS
DRY FOG COATINGS
100
150
400
400
350
350
100
50
150
BITUMINOUS ROOF PRIMERS
BOND BREAKERS
CONCRETE CURING COMPOUNDS
FAUX FINISHING COATINGS
FIRE RESISTIVE COATINGS
FLOOR COATINGS
FORM-RELEASE COMPOUNDS
GRAPHIC ARTS COATINGS (SIGN PAINTS)
HIGH-TEMPERATURE COATINGS
INDUSTRIAL MAINTENANCE COATINGS
LOW SOLIDS COATINGS1
MAGNESITE CEMENT COATINGS
MASTIC TEXTURE COATINGS
METALLIC PIGMENTED COATINGS
MULTICOLOR COATINGS
PRETREATMENT WASH PRIMERS
PRIMERS, SEALERS, AND UNDERCOATERS
REACTIVE PENETRATING SEALERS
RECYCLED COATINGS
ROOF COATINGS
RUST PREVENTATIVE COATINGS
SHELLACS:
CLEAR
OPAQUE
SPECIALTY PRIMERS, SEALERS AND
UNDERCOATERS
STAINS
STONE CONSOLIDANTS
SWIMMING POOL COATINGS
TRAFFIC MARKING COATINGS
TUB AND TILE REFINISH COATINGS
TABLE 5.504.4.3 - VOC CONTENT LIMITS FOR ARCHITECTURAL
COATINGS CONT. 2,3
GRAMS OF VOC PER LITER OF COATING, LESS WATER AND LESS EXEMPT COMPOUNDS
COATING CATEGORY CURRENT VOC LIMIT
WATERPROOFING MEMBRANES
WOOD COATINGS
ZINC-RICH PRIMERS
1. GRAMS OF VOC PER LITER OF COATING, INCLUDING WATER AND EXEMPT COMPOUNDS
2. THE SPECIFIED LIMITS REMAIN IN EFFECT UNLESS REVISED LIMITS ARE LISTED IN
SUBSEQUENT COLUMNS IN THE TABLE.
3. VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED BY THE CALIFORNIA AIR
RESOURCES BOARD, ARCHITECTURAL COATINGS SUGGESTED CONTROL MEASURE, FEB. 1,
2008. MORE INFORMATION IS AVAILABLE FROM THE AIR RESOURCES BOARD.
TABLE 5.504.4.5 - FORMALDEHYDE LIMITS1
MAXIMUM FORMALDEHYDE EMISSIONS IN PARTS PER MILLION
PRODUCT CURRENT LIMIT
HARDWOOD PLYWOOD VENEER CORE
HARDWOOD PLYWOOD COMPOSITE CORE
PARTICLE BOARD
1. VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED BY THE CALIFORNIA AIR
RESOURCES BOARD, AIR TOXINS CONTROL MEASURE FOR COMPOSITE WOOD AS TESTED IN
ACCORDANCE WITH ASTM E 1333. FOR ADDITIONAL INFORMATION, SEE CALIFORNIA CODE OF
REGULATIONS, TITLE 17, SECTIONS 93120 THROUGH 93120.12.
2. THIN MEDIUM DENSITY FIBERBOARD HAS A MAXIMUM THICKNESS OF 5/16 INCHES (8MM).
50
350
350
350
100
250
500
420
250
120
450
500
250
420
100
350
350
50
250
100
730
550
100
250
450
340
100
420
250
275
340
WOOD PRESERVATIVES 350
MEDIUM DENSITY FIBERBOARD
0.05
0.05
0.09
0.11
THIN MEDIUM DENSITY FIBERBOARD2 0.13
5.504.4.6 Resilient flooring systems. For 80 percent of floor area receiving resilient flooring, installed resilient flooring shall meet at least
one of the following:
1. Certified under the Resilient Floor Covering Institute (RFCI) FloorScore program;
2. Compliant with the VOC-emission limits and testing requirements specified in the California Department of Public Health's 2010
Standard Method for the Testing and Evaluation Chambers, Version 1.1, February 2010;
3. Compliant with the Collaborative for High Performance Schools California (2014 CA-CHPS) Criteria and listed in the CHPS High
Performance Product Database; or
4. Products certified under UL GREENGUARD Gold (formerly the Greenguard Children's AND Schools Program).
5.504.4.6.1 Verification of compliance. Documentation shall be provided verifying that resilient flooring materials meet the pollutant
emission limits.
5.504.5.3 Filters. In mechanically ventilated buildings, provide regularly occupied areas of the building with air filtration media for outside
and return air that provides at least a Minimum Efficiency Reporting Value (MERV) of 13. MERV 13 filters shall be installed prior to
occupancy, and recommendations for maintenance with filters of the same value shall be included in the operation and maintenance manual.
Exceptions: Existing mechanical equipment.
5.504.5.3.1 Labeling. Installed filters shall be clearly labeled by the manufacturer indicating the MERV rating.
5.504.7 ENVIRONMENTAL TOBACCO SMOKE (ETS) CONTROL. Where outdoor areas are provided for smoking, prohibit smoking within
25 feet of building entries, outdoor air intakes and operable windows and within the building as already prohibited by other laws or regulations;
or as enforced by ordinances, regulations or policies of any city, county, city and county, California Community College, campus of the
California State University, or campus of the University of California, whichever are more stringent. When ordinances, regulations or policies
are not in place, post signage to inform building occupants of the prohibitions.
SECTION 5.505 INDOOR MOISTURE CONTROL
5.505.1 INDOOR MOISTURE CONTROL. Buildings shall meet or exceed the provisions of California Building Code, CCR, Title 24, Part 2,
Sections 1202 (Ventilation) and Chapter 14 (Exterior Walls). For additional measures, see Section 5.407.2 of this code.
SECTION 5.506 INDOOR AIR QUALITY
5.506.1 OUTSIDE AIR DELIVERY. For mechanically or naturally ventilated spaces in buildings, meet the minimum requirements of Section
120.1 (Requirements For Ventilation) of the California Energy Code, or the applicable local code, whichever is more stringent, and Division 1,
Chapter 4 of CCR, Title 8.
5.506.2 CARBON DIOXIDE (CO2) MONITORING. For buildings or additions equipped with demand control ventilation, CO2 sensors and
ventilation controls shall be specified and installed in accordance with the requirements of the California Energy Code, Section 120(c)(4).
SECTION 5.507 ENVIRONMENTAL COMFORT
5.507.4 ACOUSTICAL CONTROL. Employ building assemblies and components with Sound Transmission Class (STC) values determined in
accordance with ASTM E 90 and ASTM E 413, or Outdoor-Indoor Sound Transmission Class (OITC) determined in accordance with ASTM E
1332, using either the prescriptive or performance method in Section 5.507.4.1 or 5.507.4.2.
Exception: Buildings with few or no occupants or where occupants are not likely to be affected by exterior noise, as determined by the
enforcement authority, such as factories, stadiums, storage, enclosed parking structures and utility buildings.
Exception: [DSA-SS] For public schools and community colleges, the requirements of this section and all subsections apply only to
construction.
5.507.4.1 Exterior noise transmission, prescriptive method. Wall and roof-ceiling assemblies exposed to the noise source making up
the building or addition envelope or altered envelope shall meet a composite STC rating of at least 50 or a composite OITC rating of no less
than 40, with exterior windows of a minimum STC of 40 or OITC of 30 in the following locations:
1. Within the 65 CNEL noise contour of an airport.
Exceptions:
1. Ldn or CNEL for military airports shall be determined by the facility Air Installation Compatible Land Use Zone (AICUZ) plan.
2. Ldn or CNEL for other airports and heliports for which a land use plan has not been developed shall be determined by the local
general plan noise element.
2. Within the 65 CNEL or Ldn noise contour of a freeway or expressway, railroad, industrial source or fixed-guideway source as
determined by the Noise Element of the General Plan.
5.507.4.1.1. Noise exposure where noise contours are not readily available.Buildings exposed to a noise level of 65 dB L/eq -1-hr
during any hour of operation shall have building, addition or alteration exterior wall and roof-ceiling assemblies exposed to the noise source
meeting a composite STC rating of at least 45 (or OITC 35), with exterior windows of a minimum STC of 40 (or OITC 30).
5.507.4.2 Performance Method. For buildings located as defined in Section 5.507.4.1 or 5.507.4.1.1, wall and roof-ceiling assemblies
exposed to the noise source making up the building or addition envelope or altered envelope shall be constructed to provide an interior noise
environment attributable to exterior sources that does not exceed an hourly equivalent noise level (Leq-1Hr) of 50 dBA in occupied areas during
any hour of operation.
5.507.4.2.1 Site Features. Exterior features such as sound walls or earth berms may be utilized as appropriate to the building, addition
or alteration project to mitigate sound migration to the interior.
5.507.4.2.2 Documentation of Compliance. An acoustical analysis documenting complying interior sound levels shall be prepared by
personnel approved by the architect or engineer of record.
5.507.4.3 Interior sound transmission. Wall and floor-ceiling assemblies separating tenant spaces and tenant spaces and public places
shall have an STC of at least 40.
Note: Examples of assemblies and their various STC ratings may be found at the California Office of Noise Control:
www.toolbase.org/PDF/CaseStudies/stc_icc_ratings.pdf.
SECTION 5.508 OUTDOOR AIR QUALITY
5.508.1 Ozone depletion and greenhouse gas reductions. Installations of HVAC, refrigeration and fire suppression equipment shall comply
with Sections 5.508.1.1 and 5.508.1.2.
5.508.1.1 Chlorofluorocarbons (CFCs). Install HVAC, refrigeration and fire suppression equipment that do not contain CFCs.
5.508.1.2 Halons.Install HVAC, refrigeration and fire suppression equipment that do not contain Halons.
5.508.2 Supermarket refrigerant leak reduction. commercial refrigeration systems shall comply with the provisions of this section when
installed in retail food stores 8,000 square feet or more conditioned area, and that utilize either refrigerated display cases, or walk-in coolers or
freezers connected to remote compressor units or condensing units. The leak reduction measures apply to refrigeration systems containing
high-global-warming potential (high-GWP) refrigerants with a GWP of 150 or greater. refrigeration systems include both facilities and the
replacement of existing refrigeration systems in existing facilities.
Exception:Refrigeration systems containing low-global warming potential (low-GWP) refrigerant with a GWP value less than 150 are not
subject to this section. Low-GWP refrigerants are nonozone-depleting refrigerants that include ammonia, carbon dioxide (CO/2), and potentially
other refrigerants.
Y N/A RESPONSIBILE
PARTY N/A RESPONSIBILE
PARTY Y N/A RESPONSIBILE
PARTY Y N/A RESPONSIBILE
PARTYY
ISSUE BLOCK
3600 W McFadden Ave -
1011183846/20/2024
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REQUIREMENTS GENERAL NOTES GENERAL NOTES CONT.
SYSTEM IMPAIRMENT
REQUIREMENTS
STORE ADDRESS
3600 W MCFADDEN AVE
SANTA ANA, CA 92704
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ISSUE BLOCK
FIRE SPRINKLER CONTRACTOR NOTES
3600 W McFadden Ave -
1011183846/20/2024
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EPS PROJ #:
PHONE (513) 489-3676
1-800-422-3556
FAX (513) 489-3333
7875 - 77 SCHOOL RD
CINCINNATI ,OHIO 45249
SCALE:
APPROVED:
DATE:
ISSUED
REVISION No
REVISION No
REVISION No
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07/28/2020
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3600 W McFadden Ave -
1011183846/20/2024
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7875 - 77 SCHOOL RD
CINCINNATI ,OHIO 45249
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05/16/2024
3600 W McFadden Ave -
1011183846/20/2024
3600 W McFadden Ave -
1011183846/20/2024
3600 W McFadden Ave -
1011183846/20/2024
3600 W McFadden Ave -
1011183846/20/2024
Date:
Client:
2280 Lucien Way, Suite 230
mcg architecture
24173
5/14/2024
Principal In Charge:
Signing Principal:
Maitland, FL 32751
Alex Habliston, S.E.
Alex Habliston, S.E.
AUE JOB #:
13228 NE 20th St., Suite 100
Phone (425) 614-0949 Fax (425) 614-0950
Bellevue, WA 98005
STRUCTURAL CALCULATIONS FOR:
3600W McFadden Ave
Walmart Vision Center Santa Ana
Street Address:
City:
State:
Zip Code:
Santa Ana
Sai Hkam Project Engineer:
California
92704
By
05/16/2024
3600 W McFadden Ave -
1011183846/20/2024
Calculation:Design Summary {1-}
Building Code:2021 International Building Code
Local Building Code:California Building Code 2021
Supplemental Code: 2016 ASCE 7
Risk Category:II Standard-Occupancy Building
SS: SDS: SMS: Fa: Ie:
S1: SD1: SM1: FV:
Note:
Site Class:
Seismic Design Category:
Structural Height 'hn': ft
-ACT Ceiling 2.5 psf
-ACT Ceiling w/ Trellis 5.5 psf
-Lateral Load ACT 4 psf
13228 NE 20th St., Suite 100, Bellevue, WA 98005 | (425) 614-0949
Project: Walmart Vision Center Santa Ana
Address: 3600W McFadden Ave , Santa Ana , CA 92704
Client: mcg architecture
Seismic Design Parameters:
Code Summary
22
0.469
1.001.315 1.5781.052 1.20
Dead Loads:
D (Default)
D
Pg. No: A - 1
Date: 5/14/2024
Job No.: 24173
-- -
1 sec period seismic parameters require additional analysis per ASCE 7 Sect. 11.4.8
3600 W McFadden Ave -
1011183846/20/2024
Calculation:Seismic C&C {2-}
IBC
Risk Category:II Standard-Occupancy Building hn :22 ft
Ss: SDS: Ie: SDC:D Fp,vert: 0.21 *Wp
S1: SD1: Site Class:D (Default)
- ACT - Description
ap: 1.0 z:22 ft Ip:1.0 ap: - z:22 ft Ip:1.0
Rp: 2.5 h: 22 ft Rp: - h: 22 ft
Ωo: 2.0 Ωo: -
Fp: 0.505 *Wp Fp: N/A *Wp
Fp,max: 1.683 *Wp Fp,horz:0.505 *Wp Fp,max: N/A *Wp Fp,horz:N/A *Wp
Fp, min: 0.316 *Wp Ωo * Fp,horz:1.010 *Wp Fp, min: N/A *Wp Ωo * Fp,horz:N/A *Wp
- Description - Description
ap: - z:22 ft Ip:1.0 ap: - z:22 ft Ip:1.0
Rp: - h: 22 ft Rp: - h: 22 ft
Ωo: - Ωo: -
Fp: N/A *Wp Fp: N/A *Wp
Fp,max: N/A *Wp Fp,horz:N/A *Wp Fp,max: N/A *Wp Fp,horz:N/A *Wp
Fp, min: N/A *Wp Ωo * Fp,horz:N/A *Wp Fp, min: N/A *Wp Ωo * Fp,horz:N/A *Wp
- Description - Description
ap: - z:22 ft Ip:1.0 ap: - z:22 ft Ip:1.0
Rp: - h: 22 ft Rp: - h: 22 ft
Ωo: - Ωo: -
Fp: N/A *Wp Fp: N/A *Wp
Fp,max: N/A *Wp Fp,horz:N/A *Wp Fp,max: N/A *Wp Fp,horz:N/A *Wp
Fp, min: N/A *Wp Ωo * Fp,horz:N/A *Wp Fp, min: N/A *Wp Ωo * Fp,horz:N/A *Wp
- Description - Description
ap: - z:22 ft Ip:1.0 ap: - z:22 ft Ip:1.0
Rp: - h: 22 ft Rp: - h: 22 ft
Ωo: - Ωo: -
Fp: N/A *Wp Fp: N/A *Wp
Fp,max: N/A *Wp Fp,horz:N/A *Wp Fp,max: N/A *Wp Fp,horz:N/A *Wp
Fp, min: N/A *Wp Ωo * Fp,horz:N/A *Wp Fp, min: N/A *Wp Ωo * Fp,horz:N/A *Wp
13228 NE 20th St., Suite 100, Bellevue, WA 98005 | (425) 614-0949
Project: Walmart Vision Center Santa Ana
Address: 3600W McFadden Ave , Santa Ana , CA 92704
Client: mcg architecture
General Design Parameters:ASCE 7-16 Chapter 13: Seismic Design Requirements for Nonstructural Components
--
1.315 1.052
0.469 -
--
2021
1.00
A14. Ceilings - All
Vertical Seismic Loading:
-
--
Pg. No: A - 2
Date: 5/14/2024
Job No.: 24173
3600 W McFadden Ave -
1011183846/20/2024
Hanging Ceiling Analysis
3600 W McFadden Ave -
1011183846/20/2024
Calculation:Hanging Ceiling_Trellis {3-4}
Hanging Ceiling Analysis [Where Trellis Occurs]
Loading: Framing Geometry:
Max Weight:5.5 psf Typ. Drop Wire Spacing:2 ft o.c.
Seismic Load:0.505 *W [LRFD] Typ. Brace / Compression Strut Spacing:8 ft x 8 ft
Seismic Load: 0.35 *W [ASD] Ceiling Height AFF:10.0 ft
Seismic Load: 1.94 psf Structure Height AFF:20.0 ft
Vert. Seismic:0.21 *W [LRFD]
Vert. Seismic: 0.15 *W [ASD]
SDC:
Cross-Tee Design: Mallow 24.5 lb-ft
Spacing:2 ft o.c. Vallow 24.5 lb
Induced Load: 11 plf
Try:
Max Span: 4 ft OK Unity
Allowable Load: 12.25 plf Mmax 22 lb-ft 0.898 OK
Unity: 0.898 OK Vmax 22 lb 0.898 OK
Main Beam Design: Mallow 27 lb-ft
Spacing:4 ft o.c. Vallow 27 lb
Induced Load: 22 plf
Try: Induced Loading (2ft span):
Max Span: 4 ft OK Unity
Allowable Load: 13.5 plf *Allowable for 4ft span Mmax 11 lb-ft 0.407 OK
Vmax 22 lb 0.815 OK
Design & Analysis of Typ Drop Wire: Design & Analysis of Typ Splay Wire:
Tributary Area: 4 ft2 Tension Load: 176 lb
Tension Load: 90 lb Conn. Tension Load:176 lb
Support Wire, Try:12 ga wire Support Wire, Try:12 ga wire
Min. Tensile Strength, Fu: 70 ksi Min. Tensile Strength, Fu: 70 ksi
Factor of Safety: 3.0 Factor of Safety: 3.0
Fallow: 24 ksi Fallow: 24 ksi
Tallow: 211.8 lb Tallow: 211.8 lb
Unity: 0.425 OK Unity: 0.831 OK
Try: Try:
Capacity: 358 lb Capacity: 358 lb
Unity: 0.25 OK Unity: 0.49 OK
Design Loading for Vert. Compression Post and Braces
Vert. Tributary Area: 4 ft2 Brace Angle:1.0 H :1.0 V
Tension Load: 90 lb Brace Horz. Comp Load: 124.4 lb [ASD]
Seismic Tributary Area: 64 ft2 Brace Vert. Comp Load: 124.4 lb [ASD]
Seismic Load: 124.4 lb [ASD] Brace Axial Load: 176 lb [ASD]
Vert. Seismic Load: 3.234 lb [ASD]
Compression Load: 73.67 lb Load in EMT tube
Tension Load: 93.23 lb Tension load will be resisted by hanger wire inside EMT tube
13228 NE 20th St., Suite 100, Bellevue, WA 98005 | (425) 614-0949
Project: Walmart Vision Center Santa Ana
Address: 3600W McFadden Ave Santa Ana ,CA 92704
Client: mcg architecture
Pg. No: A - 3
Date: 5/14/24
Job No.: 24173
D->F
Armstrong Prelude XL: XL7340
Min. (3) Twists w/in 1 in Min. (3) Twists w/in 1 in
Armstrong Prelude XL: HD7300
3600 W McFadden Ave -
1011183846/20/2024
Calculation:Hanging Ceiling_Trellis {3-4}
EMT Conduit Compression Post:
Try:3/4" EMT Conduit
O.D.:0.922 in
Wall Thickness:0.049 in
Unbraced Length: 10.0 ft
CFS 14 Output:
Pallow 126.5 lbs
Pmax 73.67 lbs
Unity 0.58 OK
Screw & Light Gauge Steel Connection:Screws connection at EMT
Shear Load :74 lb 426 lbs
Tension Load :0 lb 195 lbs
Effective Shear Fasteners #:( 4 )Effective Tension Fasteners #:( 1 )
Shear Load : 18.42 lb per fastener Tension Load : 0 lb per fastener
VALLOW: 426 lbs 0.043 OK TALLOW: 195 lbs 0 OK
Unity Check: 0.043 + 0 = 0.043 OK
13228 NE 20th St., Suite 100, Bellevue, WA 98005 | (425) 614-0949
Project: Walmart Vision Center Santa Ana
Address: 3600W McFadden Ave Santa Ana ,CA 92704
Client: mcg architecture
Pg. No: A - 4
Date: 5/14/24
Job No.: 24173
Allowable Screw Capacities to CFS:
Shear of #8 Screw in 97 mils (33ksi) =
Tension of #8 Screw in 97 mils (33ksi) =
3600 W McFadden Ave -
1011183846/20/2024
Calculation:Hanging Ceiling_TYP {5-6}
Hanging Ceiling Analysis [Typical]
Loading: Framing Geometry:
Max DL 2.5 psf Lateral Load:4 psf Typ. Drop Wire Spacing:4 ft o.c.
Seismic Load:0.505 *W [LRFD] Typ. Brace / Compression Strut Spacing:8 ft x 8 ft
Seismic Load: 0.35 *W [ASD] Ceiling Height AFF:10.0 ft
Seismic Load: 1.41 psf Structure Height AFF:20.0 ft
Vert. Seismic:0.21 *W [LRFD]
Vert. Seismic: 0.15 *W [ASD]
SDC:
Cross-Tee Design: Mallow 24.5 lb-ft
Spacing:2 ft o.c. Vallow 24.5 lb
Induced Load: 5 plf
Try:
Max Span: 4 ft OK Unity
Allowable Load: 12.25 plf Mmax 10 lb-ft 0.408 OK
Unity: 0.408 OK Vmax 10 lb 0.408 OK
Main Beam Design: Mallow 27 lb-ft
Spacing:4 ft o.c. Vallow 27 lb
Induced Load: 10 plf
Try: Induced Loading (4ft span):
Max Span: 4 ft OK Unity
Allowable Load: 13.5 plf *Allowable for 4ft span Mmax 20 lb-ft 0.741 OK
Vmax 20 lb 0.741 OK
Design & Analysis of Typ Drop Wire: Design & Analysis of Typ Splay Wire:
Tributary Area: 16 ft2 Tension Load: 128 lb
Tension Load: 90 lb Conn. Tension Load:128 lb
Support Wire, Try:12 ga wire Support Wire, Try:12 ga wire
Min. Tensile Strength, Fu: 70 ksi Min. Tensile Strength, Fu: 70 ksi
Factor of Safety: 3.0 Factor of Safety: 3.0
Fallow: 24 ksi Fallow: 24 ksi
Tallow: 211.8 lb Tallow: 211.8 lb
Unity: 0.425 OK Unity: 0.604 OK
Try: Try:
Capacity: 358 lb Capacity: 358 lb
Unity: 0.25 OK Unity: 0.36 OK
Design Loading for Vert. Compression Post and Braces
Vert. Tributary Area: 16 ft2 Brace Angle:1.0 H :1.0 V
Tension Load: 90 lb Brace Horz. Comp Load: 90.5 lb [ASD]
Seismic Tributary Area: 64 ft2 Brace Vert. Comp Load: 90.5 lb [ASD]
Seismic Load: 90.5 lb [ASD] Brace Axial Load: 128 lb [ASD]
Vert. Seismic Load: 5.88 lb [ASD]
Compression Load: 42.38 lb Load in EMT tube
Tension Load: 95.88 lb Tension load will be resisted by hanger wire inside EMT tube
13228 NE 20th St., Suite 100, Bellevue, WA 98005 | (425) 614-0949
Project: Walmart Vision Center Santa Ana
Address: 3600W McFadden Ave Santa Ana ,CA 92704
Client: mcg architecture
D->F
Armstrong Prelude XL: XL7340
Armstrong Prelude XL: HD7300
Min. (3) Twists w/in 1 in Min. (3) Twists w/in 1 in
Pg. No: A - 5
Date: 5/14/24
Job No.: 24173
3600 W McFadden Ave -
1011183846/20/2024
Calculation:Hanging Ceiling_TYP {5-6}
EMT Conduit Compression Post:
Try:3/4" EMT Conduit
O.D.:0.922 in
Wall Thickness:0.049 in
Unbraced Length: 10.0 ft
CFS 14 Output:
Pallow 126.5 lbs
Pmax 42.38 lbs
Unity 0.33 OK
Screw & Light Gauge Steel Connection:Screws connection at EMT
Shear Load :42 lb 426 lbs
Tension Load :0 lb 195 lbs
Effective Shear Fasteners #:( 4 )Effective Tension Fasteners #:( 1 )
Shear Load : 10.59 lb per fastener Tension Load : 0 lb per fastener
VALLOW: 426 lbs 0.025 OK TALLOW: 195 lbs 0 OK
Unity Check: 0.025 + 0 = 0.025 OK
13228 NE 20th St., Suite 100, Bellevue, WA 98005 | (425) 614-0949
Project: Walmart Vision Center Santa Ana
Address: 3600W McFadden Ave Santa Ana ,CA 92704
Client: mcg architecture
Pg. No: A - 6
Date: 5/14/24
Job No.: 24173
Allowable Screw Capacities to CFS:
Shear of #8 Screw in 97 mils (33ksi) =
Tension of #8 Screw in 97 mils (33ksi) =
3600 W McFadden Ave -
1011183846/20/2024
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SCO PAN EL 48 IN CH
S CO P ANEL 4 8 IN CH
S CO P AN EL4 8 INC H
S CO P ANEL 4 8 IN C H STA RT ER
SCO PAN EL 48 IN CH
S CO P ANEL 4 8 IN C H
S CO P AN E L4 8 INCH
SCO PAN EL 48 I N CH
S CO P ANEL 4 8 IN C H STA RT ER
SCO PAN EL 48 I N CH
SCO PAN EL 48 IN CH
S CO P ANEL 4 8 IN C H
S CO P AN E L4 8 INCH
FB FB B FB
SE
WER CL
EANOU
T
SCO
PP
FH
ICV
FH
WV
GENERAL NOTES
1. BUILDING WILL BE FULLY SPRINKLERED AS
REQUIRED BY CONTRACT DOCUMENTS. SUBMIT FIRE
SPRINKLER SYSTEM DRAWINGS AND CALCULATIONS
TO AUTHORITIES HAVING JURISDICTION (FIRE
DEPARTMENT, FIRE MARSHAL, ETC). OBTAIN ALL
APPROVALS PRIOR TO FABRICATION OR
INSTALLATION.
2. OWNER WILL PROVIDE, OR HAS ALREADY PROVIDED,
FIRE EXTINGUISHERS IN ACCORDANCE WITH NFPA
10. AUTHORITY HAVING JURISDICTION WILL
APPROVE FINAL FIRE EXTINGUISHER LOCATIONS.
3. WAL-MART'S ALARM CENTRALS ENGINEERING TEAM
HAS CONTACTED THE AUTHORITY HAVING
JURISDICTION FOR PRE-PLAN DATA ABOUT STATE
AND LOCAL REQUIREMENTS THAT DIFFER FROM THE
NATIONALLY PUBLISHED CODES AND STANDARDS. A
COMPLETE SITE SPECIFIC SUBMITTAL IS BEING
MADE DIRECTLY TO THE AUTHORITY HAVING
JURISDICTION. QUESTIONS SHOULD BE DIRECTED
TO 1-800-530-9924, OPTION 3.
4. NOT USED
5. REFER TO SPECIFICATION SECTIONS 01600 -
PRODUCT REQUIREMENTS AND APPENDIX A -
PRODUCTS AND WORK BY OWNER OR SEPARATE
CONTRACTOR. THESE SECTIONS INCLUDE SPECIFIC
INFORMATION REGARDING ITEMS AND SERVICES TO
BE FURNISHED AND INSTALLED BY INDIVIDUALS
OTHER THAN THE GENERAL CONTRACTOR.
6. REINSTALL ALL FIRE EXTINGUISHERS IMMEDIATELY
FOLLOWING COMPLETION OF FINAL FINISH TO
MOUNTING SURFACE.
7. REFER TO GENERAL CONTRACTOR PERMIT,
REGISTRATION, NOTIFICATION INSPECTION &
INSTALLER CERTIFICATION (GCPRN) REPORT
LOCATED IN GC PERMIT INFORMATION FOLDER ON
OWNER'S DOCUMENT DELIVERY WEBSITE.
OCCUPANCY GROUP M
INDOOR RETAIL/ SALES AREA /VISION SALES : 98,848 SF
STORAGE/ RECEIVING/ STOCKROOM AREA
TRAINING/ BREAKROOM
OFFICE AREA (B OCC.)/ PHARMACY/PHOTO
TENANT
1,447 SF
3,000 SF
1,516 SF
17,608 SF
GROCERY PREP/KITCHEN 994 SF
TOTAL (W/O OUTDOOR G.C.):123,413 SF
TOTAL EXISTING OUTDOOR GARDEN CENTER
TOTAL (W/ OUTDOOR G.C.):
13,287 SF
136,700 SF
BUILDING AREAS
EXISTING BUILDING AREA
EXISTING OUTDOOR GARDEN CENTER
133,466 SF
13,287 SF
OCCUPANCY GROUP B
TOTAL M OCCUPANCY 101,358 SF
OCCUPANCY GROUP S-1
TOTAL B OCCUPANCY 4,447 SF
NEW OUTDOOR GARDEN CENTER CANOPY 3,261 SF
EXISTING OUTDOOR GARDEN CENTER 10,027 SF
GRAND TOTAL 146,783 SF
-
6 -VC1 8 -VC1.1
SHEET:
DRAWN BY:
CHECKED BY:
PROTO CYCLE:
DOCUMENT DATE:
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DATE:
SEAL:
8/
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8
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02/02/24
SANTA ANA, CA
12/15/23
STORE NO.: 2517
ST
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2
5
1
7
135
13
5
12/15/23
02/02/24
SA
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VC2.0 SPECIAL PROJECT
36
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BUILDING CODE SUMMARY
NAME OF PROJECT SANTA ANA, CALIFORNIA
STREET ADDRESS 3600 WEST MC FADDEN AVENUE
PROPOSED USE RETAIL
CODES BUILDING CODE 2022 CALIFORNIA BUILDING CODE
ELECTRICAL CODE 2022 CALIFORNIA ELECTRICAL CODE
PLUMBING CODE 2022 CALIFORNIA PLUMBING CODE
MECHANICAL CODE 2022 CALIFORNIA MECHANICAL CODE
FIRE CODE 2022 CALIFORNIA FIRE CODE
ENERGY CODE: 2022 CALIFORNIA ENERGY CODE
ACCESSIBILITY CODE 2022 CALIFORNIA BUILDING CODE
GREEN CODE 2022 GREEN BUILDING STANDARDS CODE
OCCUPANCY M - MERCANTILE; WHOLESALE OR RETAIL STORE (MAIN USE) - SECT 309.1
S1 - STORAGE AREA; MOTOR VEHICLE STATION AND RECEIVING
AND STOCKROOMS (MIXED USE)
- SECT 311.2
A2 - ASSEMBLY USE; BREAKROOM AND FOOD TENANT
(ACCESSORY TO MAIN USE)
- SECT 303.1
B - BUSINESS; NON FOOD TENANT (ACCESSORY TO MAIN USE) - SECT 304.1
TYPE OF CONSTRUCTION V-B UNPROTECTED (SPRINKLERED) PER SECT 602.5 AND TABLES 601
ALLOWABLE AREA UNLIMITED SECTION 507.4
FIRE PROTECTION BUILDING IS EQUIPPED THROUGHOUT WITH AN AUTOMATIC
SPRINKLER SYSTEM AND IS SURROUNDED ON ALL SIDES BY 60
FEET MINIMUM OF PERMANENT OPEN SPACE. UNLIMITED AREA
CRITERIA IS APPLICABLE. SEE CBC SECTION 507.4 EXCERPT
BELOW.
PAGE WINKLER
MCG ARCHITECTURE
ARCHITECT OF RECORD
15635 ALTON PARWAY, SUITE 100
IRVINE, CA 92618
ARCHITECTURAL:
DUSTIN KIMBROUGH
DUSTIN KIMBROUGH, PE
1805 N. 2ND STREET, SUITE 5283
ROGERS, ARKANSAS 72756
PHONE: (479) 631-5543
FIRE PROTECTION ENGINEER:
ORANGE COUNTY HEALTH AGENCY
1241 EAST DYER ROAD
SANTA ANA, CALIFORNIA 92701
PHONE: (714) 433-6027
HEALTH REVIEW:
N/A
REFRIGERATOR ENGINEER:
N/A
STRUCTURAL ENGINEER (RACKING):
PERMIT PROCESSOR
20 CIVIC CENTER PLAZA
P.O. BOX 1988 (M-19)
SANTA ANA, CALIFORNIA 92702
PHONE: (714) 667-5844/ 2728
BUILDING/PLANNING AND ZONING REVIEW:
ORANGE COUNTY FIRE AUTHORITY
1 FIRE AUTHORITY ROAD
IRVINE, CALIFORNIA 92602
PHONE: (714) 573-6150
FIRE SPRINKLER AND ALARM REVIEW:
PERMIT PROCESSOR
20 CIVIC CENTER PLAZA
P.O. BOX 1988 (M-19)
SANTA ANA, CALIFORNIA 92702
PHONE: (714) 667-5800
MECHANICAL/ ELECTRICAL/ PLUMBING REVIEW:
ROY R. PAYNE, JR.
ROY R. PAYNE, JR., PE
1805 N. 2ND STREET, SUITE 5550
ROGERS, ARKANSAS 72756
MECHANICAL ENGINEER:
MATTHEW J. NICHOLS
MATTHEW J. NICHOLS, P.E.
1805 N. 2ND STREET, SUITE 5517
ROGERS, ARKANSAS 72756
PHONE: (497) 631-5268
ELECTRICAL ENGINEER:
VICINITY MAPWALMART #02517
3600 W MC FADDEN AVENUE
SANTA ANA, CALIFORNIA 92704
GENERAL SCOPE OF WORK
VISION CENTER:
- REMODEL, ADD NEW DISPLAY FIXTURES, EQUIPMENT
AND NEW FINISHES
GENERAL
C1 COVER SHEET
N1 GENERAL INFORMATION
N2 CAL GREEN INFORMATION
N2.1 CAL GREEN INFORMATION
SPECIAL ELEMENTS
LS1 LIFE SAFETY PLAN
ARCHITECTURAL
A1 FLOOR PLAN
VC0 SCHEDULES AND DETAILS
VC1 VISION CENTER
VC1.1 VISION CENTER ELEVATIONS
VC1.2 REFLECTED CEILING PLAN
VC2 SECTIONS AND DETAILS
VC3 EQUIPMENT
MECHANICAL / PLUMBING
MVC1 VC MECHANICAL AND PLUMBING PLANS AND SCHEDULES
BAS1 BUILDING AUTOMATION SYSTEM
ELECTRICAL
EVC1 VISION CENTER ELECTRICAL PLANS
EVC2 ELECTRICAL ONE-LINE DETAILS AND SCHEDULES
EVC3 PANELBOARD SCHEDULES
EVC4 TITLE 24 ELECTRICAL COMPLIANCE
ETVC1 VISION CENTER TEMP ELECTRICAL PLANS
FIRE PROTECTION
FP1 FIRE PROTECTION NOTES DETAILS AND PLANS
EXISTING
INDOOR SF: 133,466
AREA OF REMODELING
SF: 1,356 (SOLID ORANGE
SHADE)
EXISTING
OUTDOOR SF: 13,287
1" = 60'-0"3 KEY PLAN
STRUCTURAL
S-001 CEILING FEATURE STRUCTURAL PLANS
S-002 CEILING FEATURE STRUCTURAL PLANS
ISSUE BLOCK
1 CCD1 05/06/2024
2 CCD2 08/20/2024
1
1
2
2
LAOFCIF
ANI
RO
RENEWAL
DATE
L
I
CENSE D A R CHITE
C
T
PAGE WINKLER
9-30-2025
C-31839
STATE
08.21.2024
Rev to 101118384 - Bldg rev #101120769
APPROVALS:
PLNG - M. Kilroy
BLDG - W. Lee
3600 W McFadden
Ave10/10/2024
5'-0
"
D
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D
REMOVE ALL PVC FLOORING ON OPTICAL SALES FLOOR
WHERE SHOWN HATCHED. EXISTING CONCRETE
FLOORING TO BE EXPOSED.
REF SPECS 03366
REMOVE EXISTING
CASEWORK, REPAIR AND
PREPARE FINISHES
WHERE DAMAGED
REMOVE EXISTING
DISPENSING TABLES
REMOVE EXISTING
DISPENSING TABLES
CASHWRAP,
FITTING TABLE, AND
JOB TRAY TO BE
RELOCATED AND
USED AS A
TEMPORARY KIOSK
LINE OF FLOORING
TRANSITION
REMOVE ALL CEILING TILES, REPAIR
EXISTING CEILING GRID TO REMAIN.
REMOVE EXISTING FLOOR FINISHES AND
PREPARE CONCRETE FOR NEW FINISHES.
REMOVE EXISTING WALL BASE AND WALL
GUARDS, PREPARE WALLS FOR NEW
FINISHES.
EXISTING
BULKHEAD TO
REMAIN
REMOVE ALL PVC FLOORING AT
ADJUSTMENTS WHERE SHOWN
HATCHED.
REMOVE ANY
COUNTERTOPS,
MILLWORK AND
PLUMBING
FIXTURES
EXISTING DOORS TO
REMAIN, TYPICAL
EXISTING DOOR TO
REMAIN, TYPICAL
EXISTING FLOORING TO REMAIN
IN DOCTOR'S OFFICES
EXISTING WALL GUARDS TO REMAIN
REFERENCE DETAIL
FOR TEMPORARY PLAN
3 - VC18 1/4"
2'
-
0
"
TRANSACTION
WINDOW TO BE
LOWERED TO 2'-10".
INSTALLED BY GC.
6 - VC1
EXISTING DOOR AND
FRAME TO REMAIN
FILING CABINET TO
BE REMOVED
EXAM
ARMSTAND
EXAM
CHAIR
P213 P213
P213
P213
EXAM #1
705
EXAM #2
706
CONTACTS
702
RECEPTION
708
WAITING
707
HALLWAY
713
PRETEST
703
54"x60" CLEAR
FLOOR SPACE
48"x48" CLEAR
FLOOR SPACE
7 - VC1.1
6
-
V
C
1
.
1
ADJUSTMENTS
701
4'-0" HIGH ALUMINUM
CORNER GUARD TYPICAL
ALL OUTSIDE CORNERS
4 - VC1.1
5
-
V
C
1
.
1
3
-
V
C
1
.
1
2 - VC1.1
1
-
V
C
1
.
1
POWER POLE
OWNER
FURNISHED, GC
INSTALLED
"SANTAMARGHERITA"
QUARTZ LYSKAMM TOPS
"SANTAMARGHERITA"
QUARTZ LYSKAMM TOP
CREDENTIALS
CEILING FEATURE
REF SHEET VC1.2
CEILING FEATURE
REF SHEET VC1.2
TRANSITION STRIP
FURNISHED BY
OWNER AND
INSTALLED BY GC
REF
7'-5 3/4"
6'
-
5
3
/
4
"
2'
-
7
"
4'
-
0
1
/
2
"
1'
-
1
0
"
OPTICAL SALES
700
EXISTING BULKHEAD4 - VC1
13'-6"
8 - VC2
2'-0"
8 - VC1.1
30" x 48"CLEAR FLOOR
SPACE FOR PARALLEL APPROACH
30" x 48"CLEAR FLOOR
SPACE FOR PARALLEL
APPROACH
30" x 48"CLEAR FLOOR
SPACE FOR PARALLEL
APPROACH
2'-0"
1
1
1
7'-6 1/4"
P208
9'
-
0
"
NEW LEDGE
SYSTEM, REF 5-VC1
ALIGN WITH
BOTTOM OF
OPENING
14
'
-
0
"
P162
PAINT LINE
AT 14'-0" AFF
P209
1.WORK SHALL BE ACCOMPLISHED IN A MANNER
THAT WILL NOT AFFECT CURRENT VISION
CENTER OPERATIONS.
2.ALL NECESSARY PRECAUTIONS SHALL BE TAKEN
TO PROTECT VISION CENTER EQUIPMENT DURING
REPAIR WORK.
3.GENERAL CONTRACTORS SHALL LEAVE VISION
CENTER IN A CLEAN AND OPERATIONAL MANNER
AT THE END OF EACH WORK SESSION.
4.PATCH AND REPAIR ANY EXISTING DAMAGED
WALLS AND PREPARE TO RECEIVE FINISHES TO
MATCH ADJACENT EXISTING WALL.
PFC NOTES SHEET NOTES
1. ALL ELECTRICAL WORK INCLUDING DATA AND
POWER DISCONNECTION BY GC.
2. REMOVAL OF POWER POLES AND
REINSTALLATION OF NEW POLES BY GC. DATA
LINES BY OTHERS.
3.GENERAL CONTRACTOR RESPONSIBLE FOR ALL
ELECTRICAL AND PLUMBING WORK.
4.GC RESPONSIBLE FOR ANCHORING ALL MILLWORK
TO PREVENT OVERTURNING, REFERENCE
MILLWORK MANUFACTURERS INSTRUCTIONS FOR
CLEAT HEIGHTS.
5. CAULK ALL COUNTERS AND BACKSPLASHES TO
THE WALL
6.PATCH AND REPAIR WALLS AT ANY REMOVED
ELECTRICAL BOXES.
7.ALL NEW COUNTERS, CASEWORK, SHELVES,
MILLWORK , DISPENSERS, ARE TO BE FURNISHED BY
WALMART AND INSTALLED BY GC.
8.COMPUTER SYSTEMS AND EQUIPMENT
FURNISHED AND INSTALLED BY OWNER UNO.
9.INTERIOR PLAN DIMENSIONS ARE TO FACE OF
FINISH AT EXISTING WALLS.
10.IF SOUND ATTENUATION INSULATION DOES NOT
EXIST IN EXISTING EXAM ROOM WALLS ADJACENT
TO RESTROOM, INSTALL CONTINUOUS SOUND
ATTENUATION INSULATION FLOOR TO CEILING.
11. IF SOUND ATTENUATION INSULATION DOES NOT
EXIST IN EXISTING EXAM ROOM CEILING, INSTALL
NEW SOUND ATTENUATION INSULATION ABOVE THE
CEILING.
12.UNLESS FLOOR BOXES ARE STILL IN SERVICE
EXISTING FLOOR BOXES IN VISION CENTER TO BE
ABANDONED, REF ELECTRICAL FOR DEMOLITION
OF EXISTING CIRCUITRY. REMOVE AND INFILL
ABANDONED FLOOR RECESSED ELECTRICAL AND
DATA OUTLETS. PATCH AND REPAIR SUBSTRATE
FOR NEW FLOOR FINISHES.
13.ALL NEW WALLS IN OPTICAL SALES SHALL HAVE 1/2"
PLYWOOD TO UNDER 1/2" GYPSUM BOARD.
14.PATCH AND REPAIR ALL WALL AREAS TO MATCH
ADJACENT SURFACES AND FINISHES.NEW WALL
SURFACES IN OFFICES TO RECEIVE MATCHING
ORANGE PEEL TEXTURE IF EXISTING.
15.INSTALL BASE AFTER INSTALLATIONS OF OWNER
FURNISHED CABINETS.
16.RELOCATE EXISTING PAPER TOWEL AND SOAP
DISPENSERS.
17.PAINT ALL HOLLOW METAL DOORS AND FRAMES
P162 INCLUDING DOCTORS AREA.
18.ALL WOOD MATERIAL SHOWN IN DETAILS ON THIS
SHEET SHALL BE FIRE RETARDANT TREATED
WOOD (FRTW) IN ACCORDANCE WITH
INTERNATIONAL BUILDING CODE SECTION 603.1.
THIS INCLUDES ALL REFERENCES TO "BLOCKING",
"NAILERS", "PLYWOOD", "SHEATHING", AND IF
APPLICABLE "WOOD STUDS".
19.DO NOT DISTURB / MOVE DOCTORS EQUIPMENT IN
EXAM / PRETEST. CAREFULLY PAINT AROUND
AND DO NOT REPLACE FLOOR TILE THAT WOULD
DISTURB DOCTORS EQUIPMENT.
20.PROVIDE ADEQUATE PROTECTION FOR
EQUIPMENT.
DEMOLITION NOTES
1. ALL WALL COVERING TO BE REMOVED FROM
EXISTING WALLS. PATCH AND REPAIR ALL
GYPSUM BOARD SURFACES TO MATCH ADJACENT
AND READY TO RECEIVE FINISHES.
2. REMOVE ALL ELECTRICAL OUTLETS ABOVE
EXISTING SLAT WALL. REMOVE OUTLET BOX,
CONDUIT, AND ELECTRICAL WIRE BACK TO
NEAREST J-BOX. CAP WIRE AT J-BOX.
PATCH AND REPAIR WALL TO MATCH ADJACENT.
COLOR LEGEND
P206 SW-7000 IBIS WHITE
P207 SW-1465 CONTEMPORARY GREY
P208 SW-6953 CANDID BLUE
P209 SW-7064 PASSIVE GRAY
P162 SW-7674 PEPPERCORN
P8 SW-7005 PURE WHITE
P213 SW-6506 VAST SKY
RELOCATED
CASHWRAP
RELOCATED
JOB TRAY
RELOCATED
FILE CABINET
RELOCATED
DISPENSING
TABLE
TEMPORARY PRIVACY
WALL FURNISHED BY
WALMART
TEMPORARY SIGN
BANNER OWNER
PROVIDED, GC INSTALLED
2'-6 1/4"6'-0"15'-1"3'-0"
•
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•
•
•
•
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•
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ITEMS TO BE RELOCATED FROM THE EXISTING VISION CENTER: STORE PLANNING
TO RELOCATE EQUIPMENT. GC TO RELOCATE MILLWORK AND CONNECT
TEMPORARY POWER. WM TO INSTALL TEMPORARY DATA. COORDINATE WITH
VC MANAGER.
CURRENT POS CASH WRAP:
REGISTER
PIN PAD
SCANNER
PRINTER / FAX
CISCO PHONE
BLACK BOX FOR HIPAA STORAGE OR SHREDDER
IPADS
FITTING TABLE:
ONE BOSS TERMINAL WITH PRIVACY SCREEN
2-3 CHAIRS
PATIENT MIRRORS
FILING CABINETS:
2 DRAWER FILING CABINET FOR CURRENT PATIENT RECORDS AWAITING
ORDER PICK UP / CAN ALSO BE USED FOR STORAGE OF CONTACT LENSES
CABINET:
ONE TRAY PROCESSING LOCKING CABINET TO STORE DISPENSING TRAYS
FOR PATIENT ORDERS / CAN ALSO BE USED FOR STORAGE OF CONTACT
LENSES
OPTICAL EQUIPMENT:
LENSOMETER
FRAME WARMER
CURRENT TOOLS FOR ADJUSTMENTS (TOOLS, SCREWS, PARTS, ETC)
ULTRASONIC CLEANER
TRACER
PUPILOMETER
TC70 OR MC40
SPACE ON CASH WRAP AREA TO DISPLAY:
LICENSES (VC AND OPTICIAN LICENSES AS REQUIRED BY LAW)
HOURS OF OPERATIONS SIGN
HIPAA, LEP, ADA AND OTHER COMPLIANCE SIGNS
TEMPORARY SECURITY
PARTITION REF VC0-1
EXISTING STUD FRAMING
NON-SALESSALES
PATCH AND REPAIR
EXISTING GYP BD TO
MATCH ADJACENT
LEDGE SYSTEM OWNER
FURNISHED AND GC
INSTALLED, REF SPECS
FOR CUTTING AND
INSTALLATION
INSTRUCTIONS
PAINT TO MATCH NON-SALES
SIDE WALL COLOR
FOR SIM CONDITIONS, PAINT TO
MATCH SALES SIDE WALL
COLOR
REF SPEC FOR
ATTACHMENT OF LEDGE
TO CLEAT
REF ELEVATION
B.O. LEDGE
CLEAT INCLUDED WITH
LEDGE SYSTEM
FOR STUD WALL CONDITIONS : (2)
#10 TEK SCREWS AT EACH STUD
AT 16" OC
FOR MASONRY CONDITIONS : (2)
1/4" TAPCONS INTO MASONRY
WITH 1 1/2" EMBEDMENT AT 16" OC
SHEET:
DRAWN BY:
CHECKED BY:
PROTO CYCLE:
DOCUMENT DATE:
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L
A
W
.
SEAL:
8/
1
6
/
2
0
2
4
1
0
:
3
6
:
5
4
A
M
VC1
VISION
CENTER
ATL
23
8
0
3
SA
N
T
A
A
N
A
,
C
A
02
/
0
2
/
2
4
02/02/24
ST
O
R
E
N
O
:
2
5
1
7
13
5
12/15/23
SA
N
T
A
A
N
A
,
C
A
RD
36
0
0
W
M
C
F
A
D
D
E
N
A
V
E
,
S
A
N
T
A
A
N
A
,
C
A
9
2
7
0
4
1/4" = 1'-0"1 VISION CENTER DEMO PLAN
1/4" = 1'-0"2 VISION CENTER FLOOR PLAN
1/4" = 1'-0"4 EXTERIOR ELEVATION
•
•
•
•
•
•
•
•
701 ADJUSTMENTS
WALLS
PAINT ALL WALLS P207, UNO.
INSTALL NEW BASE RB5
FLOOR
REMOVE ALL PVC FLOORING AND REPLACE
W/ LVT2P
CEILING
INSTALL ALL NEW ACT3 TILES AND
INTERMEDIATE TEES, AS REQUIRED FOR
NEW LIGHT FIXTURES.
PAINT EXISTING GRID (P8).
CLEAN AIR GRILLES AND DIFFUSERS,
SECURITY GLOBES, AND SPRINKLER
HEADS. REPLACE ANY DAMAGED ITEMS.
INSTALL NEW LED LIGHT FIXTURES IF
EXISTING ARE NON-LED. CLEAN ALL
EXISTING LED LIGHT FIXTURES.
MILLWORK
ALL NEW OWNER FURNISHED, GC
INSTALLED CASEWORK.
•
•
•
•
•
•
•
•
•
•
•
•
700 OPTICAL SALES
WALLS
PAINT ALL WALLS P207, UNO.
REFERENCE PLAN FOR LOCATIONS OF
ACCENT WALL COLOR, P208.
INSTALL NEW BASE RB5.
MATCH ADJACENT WALL TEXTURE FOR
NEW WALLS.
FLOOR
REMOVE ALL PVC FLOORING. EXISTING
CONCRETE TO BE POLISHED CONCRETE.
TRANSITION STRIPS FURNISHED BY OWNER
AND INSTALLED BY CONTRACTOR.
REFERENCE 8-VC2.
CEILING
INSTALL ALL NEW ACT3 TILES AND
INTERMEDIATE TEES, AS REQUIRED FOR
NEW LIGHT FIXTURES.
PAINT EXISTING GRID (P8).
REFERENCE ELECTRICAL AND MECHANICAL
FOR NEW LIGHT AND DIFFUSER
LOCATIONS.
REFERENCE FIRE PROTECTION FOR
MODIFICATIONS TO THE PSRINKLER
SYSTEM.
INSTALL NEW CEILING FEATURE, EXISTING
GRID TO REMAIN.
MILLWORK
ALL NEW OWNER FURNISHED, GC
INSTALLED CASEWORK.
•
•
•
•
•
•
•
•
•
705, 706 VISION EXAM; 702, 704, 707, 708, 713
VISION CENTER
WALLS
PAINT ALL WALLS P207, UNO.
PLASTIC BASE IS EXISTING TO REMAIN.
REPLACE DAMAGED PORTIONS.
REPAIR DAMAGED WALLS. REFERENCE
PLAN FOR LOCATIONS OF ACCENT WALL
COLOR P213.
FLOOR
EXISTING LAMINATE TO REMAIN.
CEILING
INSTALL ALL NEW ACT3 TILES AND
INTERMEDIATE TEES, AS REQUIRED FOR
NEW LIGHT FIXTURES.
PAINT EXISTING GRID (P8).
CLEAN AIR GRILLES AND DIFFUSERS,
SECURITY GLOBES, AND SPRINKLER
HEADS. REPLACE ANY DAMAGED ITEMS.
REF MEP FOR LED LIGHT REPLACEMENTS.
CLEAN ALL EXISTING LED LIGHT FIXTURES
REMAINING.
MILLWORK
EXISTING CASEWORK TO REMAIN, UNO.
1/4" = 1'-0"3 TEMPORARY VISION CENTER
1 1/2" = 1'-0"5 LEDGE DETAIL
ISSUE BLOCK
A1 Addendum1 02/22/2024
1 CCD1 05/06/2024
2 CCD2 08/20/2024
1/2" = 1'-0"6 WAITING ROOM DEMO ELEVATION
2
2
2
LAOFCIF
ANIRO
RENEWAL
DATE
L
I
CENSE D A R CHITE
C
T
PAGE WINKLER
9-30-2025
C-31839
STATE
08.21.2024
3600 W McFadden
Ave10/10/2024
OWNER
FURNISHED,
GC INSTALLED
MILLWORK
OWNER
FURNISHED, GC
INSTALLED
MILLWORK
1 1/4"2'-8 3/4"1"2'-8 3/4"5'-2 1/4"
OWNER
FURNISHED, GC
INSTALLED
MILLWORK
6'
-
1
1
1
/
2
"
RB54" BASE
4"
P207
2'-6"2'-6"2'-6"6"
1
VC2
_______3
VC2
_______
2
VC2
_______
2'-6"3'-0"2'-6"
4
VC2
_______5
VC2
_______
OWNER
FURNISHED,
GC INSTALLED
MILLWORK
P207
OWNER
FURNISHED, GC
INSTALLED
MILLWORK
RELOCATED
SOAP AND
PAPER TOWEL
DISPENSER
2'
-
1
0
"
3'
-
2
"
1'
-
8
"
OWNER FURNISHED, GC
INSTALLED COUNTER AND
BACKSPLASH
OWNER FURNISHED, GC
INSTALLED COUNTER
SUPPORT BRACKETS
4"
RB5
4" BASE
2'
-
1
0
"
1'
-
1
0
"
3'
-
0
"
OWNER FURNISHED,
GC INSTALLED
MILLWORK
RB54" BASE
P207
4"
4'-0" HIGH
ALUMINUM
CORNER GUARD
TYPICAL ALL
OUTSIDE CORNERS
4'-6 1/4"3'-11 1/4"1 3/4"
FRAME BOARD WITH ACRYLIC
DISPLAY SHELVES
OWNER FURNISHED,
GC INSTALLED
MILLWORK
OWNER FURNISHED, GC
INSTALLED SHADOW BOX
OWNER FURNISHED, 3RD
PARTY INSTALLED WALL
MOUNTED SIGNAGE, TYP.
FRAME BOARD
WITH ACRYLIC
DISPLAY SHELVES
RB54" BASE
OWNER FURNISHED, GC
INSTALLED MIRROR
P208
OWNER
FURNISHED, GC
INSTALLED MIRROR
1'-10 1/4"11'-5 1/4"2'-2"
3"3"
4"
SLAT BOARD WITH
ACRYLIC DISPLAY
SHELVES, OWNER
FURNISHED, GC
INSTALLED MILLWORK
4'-0" HIGH
ALUMINUM
CORNER GUARD
TYPICAL ALL
OUTSIDE CORNERS 3'-11 1/4"1'-6 1/2"
OWNER FURNISHED,
GC INSTALLED
MILLWORK
FRAME BOARD
WITH ACRYLIC
DISPLAY SHELVES
2'
-
6
"
4'
-
5
"
RB54" BASE
P207
6'-10"3 3/4"3'-11 1/4"3'-3"
14'-4"
4"
3"
EQEQ
6'-10"
2"2"
MODULAR FEATURE WITH 2" x 3/4" WOODEN
SLATS PRE SPACED 2" APART FURNISHED
BY OWNER, INSTALLED BY GC
DIGITAL DISPLAY MOUNTING BRACKETS
OWNER FURNISHED, GC INSTALLED
DATA AND ELECTRICAL
RECEPTACLES
OWNER FURNISHED, 3RD PARTY
INSTALLED 55" DIGITAL DISPLAY
MOUNTED VERTICALLY
DIMENSIONS ADDED FOR
CLARIFICATION OF DATA AND
ELECTRICAL RECEPTACLES
P208OWNER FURNISHED,
GC INSTALLED
MILLWORK
PREFINISHED
4'
-
4
"
P207
RB5
4" BASE
OWNER FURNISHED,
GC INSTALLED
MILLWORK
2'
-
6
"
4'
-
5
"
3'
-
1
1
3
/
4
"
OWNER FURNISHED, GC
INSTALLED MILLWORK
FRAME BOARD WITH
ACRYLIC DISPLAY
SHELVES
OWNER FURNISHED,
GC INSTALLED MIRROR
2'
-
6
"
4'
-
5
"
4"
3"
29'-4 1/4"
P207
MODULAR FEATURE WITH 2" x 3/4" WOODEN
SLATS PRE SPACED 2" APART FURNISHED
BY OWNER, INSTALLED BY GC
OWNER FURNISHED, 3RD PARTY
INSTALLED 55" DIGITAL DISPLAY
MOUNTED VERTICALLY
RB54" BASE
OWNER FURNISHED,
GC INSTALLED
MILLWORK
EXISTING BULKHEAD
5'
-
4
1
/
2
"
2'-4 1/2"
3"
1'-9 1/4"4'-1 1/4"2'-7 3/4"5 1/2"3'-0"6"7'-8 1/4"1'-4"7'-8 1/4"2"
2'
-
5
"
4'
-
6
"
OWNER FURNISHED,
GC INSTALLED
ACCESSORY FIXTURE
6
VC2
_______
EXISTING CHAIR RAIL TO
REMAIN.
INFILL WALL MATCH
EXISTING FRAMING AND
GYP. BD., FINISH TO BE
FLUSH WITH EXISTING
WALL.
F.
V
.
2'
-
1
0
"
F.V.
SHEET:
DRAWN BY:
CHECKED BY:
PROTO CYCLE:
DOCUMENT DATE:
CO
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A
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D
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A
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B
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T
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TH
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L
A
W
.
SEAL:
8/
1
6
/
2
0
2
4
1
0
:
3
7
:
0
2
A
M
VC1.1
VISION
CENTER
ELEVATIONS
ATL
23
8
0
3
SA
N
T
A
A
N
A
,
C
A
02
/
0
2
/
2
4
02/02/24
ST
O
R
E
N
O
:
2
5
1
7
13
5
12/15/23
SA
N
T
A
A
N
A
,
C
A
RD
36
0
0
W
M
C
F
A
D
D
E
N
A
V
E
,
S
A
N
T
A
A
N
A
,
C
A
9
2
7
0
4
1/2" = 1'-0"6 ADJUSTMENTS ELEVATION
1/2" = 1'-0"7 ADJUSTMENTS ELEVATION
1/2" = 1'-0"4 OPTICAL SALES ELEVATION
1/2" = 1'-0"5 OPTICAL SALES ELEVATION
1/2" = 1'-0"3 OPTICAL SALES ELEVATION
1/2" = 1'-0"2 OPTICAL SALES ELEVATION
1/2" = 1'-0"1 OPTICAL SALES ELEVATION
ISSUE BLOCK
A1 Addendum1 02/22/2024
2 CCD2 08/20/2024
1/2" = 1'-0"8 WAITING ROOM ELEVATION
2
2
LAOFCIF
ANI
RO
RENEWAL
DATE
L
I
CENSE D A R CHITE
C
T
PAGE WINKLER
9-30-2025
C-31839
STATE
08.21.2024
3600 W McFadden
Ave10/10/2024
REPAIR KIT
VC0035
VC0031
VC0012
VC0037
VC0034
TPC-1
PWNF-1
PWNF-1
MFW1BW-3
VC0018
VC0001
VC0003
VC0032
VC0005
VC0009
VC0011
AW1-36
PWNF-2
PWNF-2
PWF-2
PWNF-1
LAF-1LAF-1LAF-1
VC0038
LT8
LT-3
VC0009
VC0039
VC0039
VC0008
VC0008
VC0010
VC0010
VC0007
VC0007
VC0016
VC0008
VC0039
VC0009
VC0010
VC0008
VC0008
VC0039
VC0009
VC0039
VC0009VC0010
VC0010
VC0007
VC0007
VC0007
VC0016
LT12
LTWS-1
LTWS-1LT4
V-295
V-966
D-EMR02
V-194
V-965
D-EMR01
V-969
D-VC07
D-EMR03
V-967
V-968
D-EMR01
D-EMR02
D-EMR03
D-EMR04
V-195
V-964
D-OPT01
D-VCTV-1
D-VCTV-2
V-193
D-REG98
D-VC01
D-VC05
V-191
D-VC02
V-192
D-VC03
V-198
D-VC09
V-196
D-VC04
V-197
D-VC06
PA1-U3
PA1-U2
PA1-U2
TPC-1
TPC-1 BRS-2
SOAP AND PAPER
TOWEL DISPENSER
VC0037
VC0034
VC0012 VC0035
REPAIR KIT
VC0031
CW-1
VC0003
VC0032
VC0001
VC0009
VC0011
VC0006
VC0005
VC0018
VC0002
VC0014
2'
-
9
1
/
2
"
48" x 30" CLEAR
FLOOR SPACE
FOR PARALLEL
APPROACH
LT-3
LTWS-1
LT8
MIRROR
MIRROR
POWER POLE
VC0008
VC0010
VC0007
VC0010
VC0007
VC0008
VC0039
VC0009
VC0016
VC0015
IN CAVITY BEYOND,
ADJACENT TO POWER POLE
48" x 30" CLEAR
FLOOR SPACE
FOR PARALLEL
APPROACH
2'
-
6
"
2'-0"
LT12
LTWS-1
VC0015
VC0016
VC0008
VC0039
VC0009
VC0008
VC0009
VC0039
VC0009
VC0039VC0008
VC0010
VC0007
VC0010
VC0007
VC0010
VC0007
LT4
IN CAVITY BEYOND,
ADJACENT TO POWER POLE
VC0015
IN CAVITY BEYOND,
ADJACENT TO POWER POLE
48" x 30" CLEAR
FLOOR SPACE
FOR PARALLEL
APPROACH
2'
-
6
"
2'-0"
OWNER PROVIDED
MONITOR
BW-3
MFW1
SHEET:
DRAWN BY:
CHECKED BY:
PROTO CYCLE:
DOCUMENT DATE:
CO
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S
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S
ST
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P
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.
SEAL:
8/
1
6
/
2
0
2
4
1
0
:
3
7
:
1
5
A
M
VC3
EQUIPMENT
ATL
23
8
0
3
SA
N
T
A
A
N
A
,
C
A
02
/
0
2
/
2
4
02/02/24
ST
O
R
E
N
O
:
2
5
1
7
13
5
12/15/23
SA
N
T
A
A
N
A
,
C
A
RD
36
0
0
W
M
C
F
A
D
D
E
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A
V
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,
S
A
N
T
A
A
N
A
,
C
A
9
2
7
0
4
1/4" = 1'-0"1 VISION CENTER EQUIPMENT PLAN
3/16" = 1'-0"1A VISION CENTER VOICE/DATA PLAN
D-VC01 VISION CENTER PRT 2
D-VC02 VISION CENTER
D-VC03 VISION CENTER
D-VC04 VISION CENTER
D-VC05 VISION CENTER
D-VC06 VISION CENTER
D-VC07 VISION CENTER
D-REG98 VISION CENTER
D-OPT01 VISION CENTER
D-EMR01 VISION CENTER
D-EMR02 VISION CENTER
D-EMR03 VISION CENTER
PRT
REG
TERM
PC
PC
PC
TERM
TERM
TERM
TERM
DATA SCHEDULE
CABLE LOCATION-DESCRIPTION TYPE PH
V-191 VISION CENTER 2
V-192 VISION CENTER 2
V-193 VISION CENTER 1
V-194 VISION CENTER 1
V-195 VISION CENTER 1
V-196 VISION CENTER 2
V-197 VISION CENTER 2
V-295 VISION CENTER 1
V-964 VISION CENTER 2
V-965 VISION CENTER 2
V-966 VISION CENTER 1
V-967 VISION CENTER 1
DESK
DESK
FAX
MODEM
MODEM
DESK
DESK
VOICE SCHEDULE
CABLE LOCATION-DESCRIPTION TYPE PH
V-968 VISION CENTER 1FAX
V-969 VISION CENTER 2FAX
WALL
DESK
DESK
DESK
DESK
PHONE
MODEL
RESTRICT
Y/N/TOLL
7960 N
N
N
N
N
N
N
N
N
7960
7960
7960
7960
7960
7960
7960
7960
2
2
2
2
2
2
2
1
2
2
2
D-VC08 VISION CENTER PRT 2
D-VCTV-1 VISION CENTER TV 2
D-VCTV-2 VISION CENTER TV 2
D-EMR04 VISION CENTER PC 2
V-198 VISION CENTER 2DESK N7960
D-VC09 VISION CENTER PRT 2
6 EQUIPMENT - ADJUSTMENTS
2 EQUIPMENT - CASHWRAP3EQUIPMENT - LOW TABLE4EQUIPMENT - FAMILY TABLE5EQUIPMENT - BACKWRAP
OWNER FURNISHED, GC INSTALLED...
AW1-36 36" WIDE ACCESSORY FIXTURE
BRS-2 ADA COMPLIANT SINK CABINET
BW-3 BACKWRAP
CW-1 CASHWRAP
LAF-1 LOOSE ACCESSORY FIXTURE
LT8 8' LOW TABLE
LT12 12' LOW WORK TABLE
LT-3 LOW TABLE
LTWS-1 LOW TABLE WORKSTATION
MFW1 10FT MONITOR FOCAL WALL
PA1-L1 2 DOOR BASE CABINET
PA1-U2 2 DOOR UPPER CABINET (36" TALL)
PA1-U3 2 DOOR UPPER CABINET (20" TALL)
PWF-2 PERIMETER FOCAL WALL
PWNF-1 PERIMETER NON-FOCAL WALL - SINGLE
PWNF-2 PERIMETER NON-FOCAL WALL
TPC-1 TRAY PROCESSING CABINET
EQUIPMENT SCHEDULE
VC0001 REGISTER PRINTER
VC0002 CASH DRAWER
VC0003 DEBIT READER
VC0005 POS SCAN GUN
VC0006 SHREDDER
VC0007 FLAT PANEL MONITOR
VC0008 KEYBOARD AND MOUSE
VC0009 DESK PHONE
VC0010 MONITOR ARM
VC0011 REGISTER KEYPAD MONITOR
VC0012 COMPACT FRAME WARMER
VC0014 REGISTER CPU
VC0015 MINI CPU
VC0016 FRAME WARMER
VC0018 PHOTO COPIER
VC0028 PHOROPTOR
VC0031 HAND EDGER
VC0032 POS FLAG DISPLAY
VC0034 REMOTE TRACER
VC0035 CLEANER
VC0037 MANUAL LENSOMETER STAND
VC0038 CREDENTIALS BOARD
VC0039 BLUETOOTH IMAGER OPT SCAN GUN
ISSUE BLOCK
1 CCD1 05/06/2024
2 CCD2 08/20/2024
1
2 2 LAOFCIF
ANI
RO
RENEWAL
DATE
L
I
CENSE D A R CHITE
C
T
PAGE WINKLER
9-30-2025
C-31839
STATE
08.21.2024
3600 W McFadden
Ave10/10/2024