DIR-2022-002 - Approval Set ABBREVIATIONS ARCHITECT:
-Eo-nn-wFAyy-D'evel-&pm e-nt-D&pa+t r-n&n
Alflanningp)(� oRupertino JT. JOINT
-CUPERT 0 AC AAPp,ROVMCRETE
AD _ _ K KICK PLATE
Cas AD DIA 2 KIT. KITCHEN Oh
AFF AppfiM"M_Ml H FLOOR FOR .
ei
ALUM. ALUMINUM LAV. LAVATORY habitec
App vaI � F qly: Di LB LAG BOLT
rH• 05/215Q12TECT/ARCHITECTURAL LBS POUND architecture and interior design
App va I [ fie
AVG. /'VtK LF LINEAR FOOT
Signature AW(jeffrey TwoursT1CAL WALL COVERING ILL LIVE LOAD 2290 North First Street -F4,San Jose,CA 95131
P 408.977.0606 F 408.298.4245
Case Manager LS LAG SCREW www.habitec.com
BD. BOARD LVL LAMINATED VENEER LUMBER
BLDG. BUILDING
BLKG. BLOCKING MAX. MAXIMUM
BRZ. BRONZE MB MACHINE BOLT FG01 EQUIPMENT YARD k-
BTM. BOTTOM MECH. MECHANICAL
PROJECT INFO:
BTWN. BETWEEN MFD. MANUFACTURED
BUR BUILT UP ROOFING MFR. MANUFACTURER
BW BOTH WAYS MICRO. MICROWAVE
MIN. MINIMUM
CB CATCH BASIN MISC. MISCELLANEOUS
CF CUBIC FEET MTD. MOUNTED FG01
CG CORNER GUARD MTL. METAL FENCE AND EQUIPMENT REPLACEMENT AT EXISTING YARD
CJ CONTROL JOINT
DA PLANT
CLKG. CAULKING (N) NEW
CLG. CEILING N NOT IN CONTRACT 18922 FORGE DRIVE
CLR. CLEAR NAA NOT APPLICABLE
CMU CONCRETE MASONRY UNIT NITS NOT TO SCALE
CO. CLEANOUT 18922 FORGE DRIVE CUPERTINO, CA 95014
COTG. CLEANOUT TO GRADE O/ OVER
COL. COLUMN OC ON CENTER
CONIC. CONCRETE OH OVERHEAD
CONT. CONTINUOUS OPNG. OPENING
CPT. CARPET CUPERTINO .. CA 95014
CT CERAMIC TILE PL. PLATE
CTR. CENTER PLF POUNDS PER LINEAL FOOT CLIENT:
CW COLD WATER PLAM. PLASTIC LAMINATE
PLYWD. PLYWOOD
DBL. DOUBLE PNT. PAINT
D DEPARTMENT PSF POUNDS PER SQUARE FOOT
DF. DOUGLAS FIR PSI POUNDS PER SQUARE INCH GENERAL CONTRACTOR NOTES DRAWING INDEX PROJECT DATA
F.
DIA. DIAMETER PT PRESSURE TREATED
DIAG. DIAGONAL PVC. POLYVINYLCHLORIDE 1. MATERIALS STORED ON THE SITE SHALL BE PROPERLY STACKED AND PROTECTED TO PREVENT DAMAGE AND ARCHITECTURAL APN................................................................................... 316-09-030
DIM. DIMENSION PVMT. PAVEMENT DETERIORATION UNTIL USE. FAILURE TO PROTECT MATERIALS MAY BE CAUSE FOR REJECTION OF WORK. Ao.I COVER SHEET&GENERAL NOTES RELATED BUILDING PERMIT SUBMITTALS.......................... BLD-2019-1 123 AND BLD-2016-1600
DISP. DISPENSER 2. VERIFY ALL DIMENSIONS AND SITE CONDITIONS PRIOR TO COMMENCING ANY WORK.THE GENERAL Ao.2 BLUEPRINT FOR A CLEAN BAY EXISTING BUILDING AREA,TOTAL FOOTPRINT................ ±91,404 SF (NOT IN SCOPE)
DL DEAD LOAD RA RETURN AIR CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES OF THESE PLANS AND SPECIFICATIONS A0.3.0 CUPERTINO CALGREEN CHECKLIST
A0.3.1 CUPERTINO CALGREEN CHECKLIST(CONT'D) EXISTING TOTAL INTERIOR AREA...................................... ±89,466 SF (NOT IN SCOPE)
D DOWN R RETURN AIR 3. MAINTAIN THE JOB SITE IN A CLEAN AND ORDERLY CONDITION FREE OF DEBRIS AND LITTER. EACH A1.1 DEMO SITE PLAN
DRR.. DOOR RB RUBBER BASE EQUIPMENT YARD AREA OF WORK..................................± 400 SF
SUB-CONTRACTOR IMMEDIATELY UPON COMPLETION OF EACH PHASE OF HIS OR HER WORK SHALL REMOVE A1.2 NEW SITE PLAN
DWG. DRAWING RCP REFLECTED CEILING PLAN ALL TRASH AND DEBRIS AS A RESULT OF HIS OR HER OPERATIONS. 1 �E�i ��N�GEY P TIONS SPRINKLER.......................................................................... YES
DW DISHWASHER RD ROOF DRAIN 4. NO PORTION OF THE WORK REQUIRING A SHOP DRAWING OR SAMPLE SUBMISSION SHALL BE COMMENCED A1.4 IPMENT ENCLOS�EPOTOS NUMBER OF STORIES......................................................... 1
RWD. REDWOOD UNTIL THE SUBMISSION HAS BEEN REVIEWED AND ACTED UPON BY THE ARCHITECT.ALL SUCH PORTIONS OF THE A ' TYPE OF CONSTRUCTION................................................. TYPE III-B
(E) EXISTING REF. REFERENCE WORK SHALL BE IN ACCORDANCE WITH THE REVIEWED SHOP DRAWINGS AND SAMPLES. TYPE OF OCCUPANCY..................................................... NONE OUTDOOR EQUIPMENT YARD
EA. EACH REFR. REFRIGERATOR STRUCTURAL ( )
EB. EXPANSION BOLT REG. REGISTER 5. CONFINE OPERATIONS AT THE SITE TO AREAS PERMITTED BY THE PROPERTY OWNER, LAWS, ORDINANCES, so.] GENERAL NOTES PROVIDED SITE PARKING ................................................. NO CHANGE
EIFS EXTERIOR INSULATION FINISH SYSTEM REQD. REQUIRED PERMITS, AND THE CONTRACT DOCUMENTS. S1.0 EQUIPMENT YARD PLANS AND DETAILS CODES USED...................................................................... 2019 CBC, CPC, CMC, CEC, CFC, CA ENERGY CODE,
EJ. EXPANSION JOINT REV. REVISION 6. SHOULD AN ERROR APPEAR IN THE NOTES, SPECIFICATIONS, OR DRAWINGS, OR IN WORK DONE BY OTHERS, S2.0 EQUIPMENT LAYOUT PLAN AND DETAILS
ELEC. ELECTRIC/ELECTRICAL RM. ROOM EFFECTING THIS WORK, NOTIFY THE ARCHITECT AT ONCE FOR INSTRUCTIONS AS TO PROCEDURE. IF THE
RE GREEN BUILDING STANDARDS CODE, ACCESSIBILITY
ELEV. ELEVATOR/ELEVATION RO ROUGH OPENING CONTRACTOR PROCEEDS WITH WORK AFFECTED WITHOUT INSTRUCTIONS FROM THE ARCHITECT,THE ELECTRICAL REGULATIONS, AND LOCALLY ADOPTED CODES.
EN. EDGE NAILING RWL RAINWATER LEADER CONTRACTOR SHALL MAKE GOOD ANY RESULTING DAMAGE OR DEFECT. E DRAWING INDEX AND NOTES
E1..01 OVERALL PLAN
ENCL. ENCLOSURE 7. SHOULD CONFLICT OCCUR IN OR BETWEEN DRAWINGS AND SPECIFICATIONS, OR WHERE DETAIL REFERENCES E1.02 ENLARGED YARD PLAN AND PANEL SCHEDULES
EP. ELECTRICAL PANEL SCHED. SCHEDULE ON CONTRACT DRAWINGS HAVE BEEN OMITTED, CONTRACTOR IS DEEMED TO HAVE ESTIMATED THE MOST E2.01 ELECTRICAL ONE LINE DIAGRAM
EQUIP. EQUIPMENT SD STORM DRAIN EXPENSIVE MATERIALS AND CONSTRUCTION INVOLVED UNLESS HE OR SHE SHALL HAVE ASKED FOR AND
ETR EXISTING TO REMAIN SEC. SECTION OBTAINED ANY WRITTEN DECISIONS FROM THE ARCHITECT AS TO WHICH METHOD OR MATERIALS WILL BE PLUMBING
EXT. EXTERIOR S.E.D SEE ELECTRICAL DRAWINGS REQUIRED. Po.00 PLUMBING COVER SHEET SCOPE OF WORK
SF SQUARE FOOT P0.01 PLUMBING CONSTRUCTION REQUIREMENTS
FA FIRE ALARM S.F.S.D. SEE FOOD SERVICE DRAWINGS 8. PATCHING, REPAIRING, AND REPLACING OF MATERIAL SURFACES CUT OR DAMAGED IN EXECUTION OF WORK Po.02 PLUMBING EQUIPMENT SCHEDULES
FD FLOOR DRAIN SHTG. SHEATHING SHALL BE DONE WITH MATCHING MATERIALS SO THAT SURFACES REPLACED WILL, UPON COMPLETION, MATCH P2.02D.0 PLUMBING DEMO PLAN-ROOF NORTHWEST REMOVE AND REPLACE EQUIPMENT WITHIN AN EXISTING OUTDOOR EQUIPMENT YARD.
FDC FIRE DEPARTMENT CONNECTION SHWR. SHOWER SURROUNDING SIMILAR SURFACES. P2.02C PLUMBING PLAN-ROOF NORTHWEST REMOVE AND REPLACE THE FENCE AROUND AN EXISTING OUTDOOR EQUIPMENT YARD.
FE FIRE EXTINGUISHER SIM. SIMILAR 9. ALL MECHANICAL AND ELECTRICAL EQUIPMENT SHALL HAVE A U.L. DESIGN LISTING NUMBER, OR EQUAL.THIS REMOVE AND REPLACE THE PARTIAL ROOF OVER AN EXISTING OUTDOOR EQUIPMENT YARD.
FEC FIRE EXTINGUISHER CABINET S.M.D. SEE MECHANICAL DRAWINGS LISTING NUMBER SHALL BE DISPLAYED ON THE INSTALLED EQUIPMENT.ANY EQUIPMENT NOT LISTED WILL
FF FINISH FLOOR SPEC. SPECIFICATION REQUIRE FIELD TESTING AND CERTIFICATION BY AN APPROVED TESTING AGENCY.
FH FIRE HYDRANT S.P.D. SEE PLUMBING DRAWINGS 10. HAZARDOUS MATERIALS:THE ARCHITECT AND THE ARCHITECT'S CONSULTANTS SHALL HAVE NO RESPONSIBILITY
FHC FIRE HOSE CABINET S.S.D. SEE STRUCTURAL DRAWINGS FOR THE DISCOVERY, PRESENCE, HANDLING, REMOVAL, OR DISPOSAL OF OR EXPOSURE OF PERSONS TO
FIN. FINISH S.S. STAINLESS STEEL ASBESTOS OR HAZARDOUS OR TOXIC SUBSTANCES IN ANY FORM AT THE PROJECT SITE. PROFESSIONAL
FL FLOW LINE SS SOLID SURFACE SERVICES RELATED OR IN ANY WAY CONNECTED WITH THE INVESTIGATION, DETECTION, ABATEMENT,
FLSHG. FLASHING S.T.C. SOUND TRANSMISSION COEFFICIENT REPLACEMENT, USE, SPECIFICATION, OR REMOVAL OF PRODUCTS, MATERIALS, OR PROCESSES CONTAINING
FLR. FLOOR STD. STANDARD ASBESTOS OR HAZARDOUS OR TOXIC MATERIALS ARE BEYOND THE SCOPE OF THIS AGREEMENT. ACCESSIBILITY STATEMENT
FLUOR. FLUORESCENT STL. STEEL 11. IF PROJECT IS BID PRIOR TO RECEIVING ALL AGENCY APPROVALS FOR PERMIT,THE CONTRACTOR SHALL
FOC FACE OF CONCRETE STRUCT. STRUCTURAL CARRY CONTINGENCIES IN BIDDING TO COVER CHANGES THAT MAY RESULT FROM PLAN CHECK COMMENTS. THE AREA OF WORK PROPOSED IN THIS PROJECT IS A LIMITED-ACCESS MACHINERY AREA. ONLY MAINTENANCE
FOS FACE OF STUD SUSP. SUSPENDED CONTRACTOR IS RESPONSIBLE FOR REVIEWING ALL DRAWINGS AND UPDATING THE THE BUDGET BASED ON AND SERVICE PERSONNEL WILL ENTER THIS AREA, AND ONLY FOR THE PURPOSE OF OCCASIONAL REPAIR AND
FOW FACE OF WALL SYS. SYSTEM PERMITTED DRAWINGS. MONITORING OF EQUIPMENT.THEREFORE, THE WORK PROPOSED BY THIS PROJECT IS EXEMPT FROM
FRP FIBERGLASS REINFORCED PLASTIC 12. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION OF THE PROJECT AND ALL OF ITS COMPONENT PARTS. ACCESSIBILITY REGULATIONS PER CALIFORNIA BUILDING CODE SECTION 11 B-203.5. NO. DESCRIPTION: DATE:
FRMG. FRAMING T. TEMPERED LAYOUT ENGINEERING AND DIMENSIONAL INFORMATION, IN ADDITION TO THE INFORMATION CONTAINED ON
FT. FOOT TEL. TELEPHONE THE CONTRACT DRAWINGS,THAT MAY BE DETERMINED BY THE CONTRACTOR AS NECESSARY TO ACCURATELY
FTG. FOOTING T.O.C. TOP OF CURB CONSTRUCT THE PROJECT IN CONFORMANCE WITH THE DESIGN INTENT AS SHOWN IN THE CONTRACT - BACKGROUNDS 05/06/2021
T&G TONGUE & GROOVE DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR.
GA. GAUGE TS TUBE STEEL
GALV. GALVANIZED T.V. TELEVISION CITY SUBMITTAL 05/17/2021
GC GENERAL CONTRACTOR TYP. TYPICAL DEMOLITION NOTES PROJECT TEAM DEFERRED SUBMITTALS -
GLB GLUE LAMINATED BEAM
GRDR. GIRDER U.O.N. UNLESS OTHERWISE NOTED 1 PLAN CHECK COMMENTS 07/08/2021
GSM GALVANIZED SHEET METAL l. COMPLY WITH APPLICABLE LOCAL,STATE AND FEDERAL CODES AND REGULATIONS PERTAINING TO SAFETY OF CLIENT/TENANT ARCHITECT CONTRACTOR 1. FIRE DETECTION / FIRE ALARM SYSTEM
GWB GYPSUM WALL BOARD VCT VINYL COMPOSITION TILE PERSONS, PROPERTY AND ENVIRONMENTAL PROTECTION. 1.1. THE BUILDING SHALL BE EQUIPPED THROUGHOUT WITH AN EMERGENCY VOICE/ALARM
2. PROVIDE AN MAINTAIN BARRICADES, LIGHTING,AND GUARDRAILS AS REQUIRED BY APPLICABLE CODES AND APPLE, INC. HABITEC ARCHITECTURE NONT CONSTRUCTION
VENT. VENTILATION/VENTILATOR COMMUNICATION SYSTEM IN ACCORDANCE WITH CFC 907.5.2.2 AND 1005.3.1.
REGULATIONS TO PROTECT OCCUPANTS OF BUILDING AND WORKERS. CONTACT: CARL BACON CONTACT: BRICE COLTON CONTACT: JEFF BILINSKI
HB HOSE BIBB VERT. VERTICAL 2. FIRE SPRINKLER SYSTEM
HD HOLDOWN V.I.F. VESTIBULE ONE APPLE PARK WAY, MS 1 19-00 2290 NORTH FIRST STREET, # 304 MENLOO PAR DRIVE 2.1. THE BUILDING SHALL BE EQUIPPED THROUGHOUT WITH AN AUTOMATIC FIRE SPRINKLER SYSTEM
3. ERECT AND MAINTAIN DUSTPROOF PARTITIONS AS REQUIRED TO PREVENT SPREAD OF DUST, FUMES AND CUPERTINO, CA 95014 SAN JOSE, CA 95131 MEN PARK, CA 94025
HDR. HEADER INSTALLED IN ACCORDANCE WITH CFC 903.3.1.1 OR 903.3.1.2.
SMOKE, ETC.TO OTHER PARTS OF THE BUILDING. ON COMPLETION, REMOVE PARTITIONS AND REPAIR P: 408.783.1712 P: 408.977.0606 P: 650.690.6373
HGR. HANGER W/ WITH lb @ l E blt 2.1. FIRE SPRINKLERS SHALL BE PROVIDED IN ALL COMBUSTIBLE CONCEALED SPACES, IN ACCORDANCE
HM. HOLLOW METAL WC WATER CLOSET
DAMAGED SURFACES TO MATCH ADJACENT SURFACES. E: caraconappe.com : coon@hbit jbilinski@novoconstruction.com m aec.com E: soocosuco .co WITH NFPA 13, 8.15.1.
HORIZ. HORIZONTAL WD. WOOD 4. IF DEMOLITION IS PERFORMED IN EXCESS OF THAT REQUIRED, RESTORE AFFECTED AREAS AT NO COST TO THE 2.2. FIRE SPRINKLER SYSTEM SUBMITTAL SHALL CONTAIN THE FIRE SPRINKLER SYSTEM'S HYDRAULIC
HR. HOUR WH WATER HEATER OWNER.
HT. HEIGHT WDW. WINDOW 5. REMOVE FROM SITE DAILY AND LEGALLY DISPOSE OF REFUSE, DEBRIS, RUBBISH AND OTHER MATERIALS STRUCTURAL ELECTRICAL MECHANICAL / PLUMBING CALCULATION.
2.3. PROOF OF 5-YEAR CERTIFICATION STICKER ON THE FIRE SPRINKLER RISER SHALL BE PROVIDED AT FINAL
HVAC HEATING/VENTILATING/AIR CONDITIONING W/O WITHOUT RESULTING FROM DEMOLITION OPERATIONS. STRUCTURAL ENGINEERS INC. SPRIG ELECTRIC UNITED MECHANICAL SPRINKLER INSPECTION.
HW HOT WATER WP. WATERPROOF 6. REMOVE DESIGNATED PARTITIONS, COMPONENTS, BUILDING EQUIPMENT AND FIXTURES AS REQUIRED FOR CONTACT: DAVE BRINK CONTACT: NAI SAECHAO CONTACT: KASEYBEERNINK 2.4. FIRE SPRINKLERS SHALL BE PROVIDED TO CHEMICAL FUME HOODS.
WSCT. WAINSCOT NEW WORK. 2901 TASMAN DRIVE, # 100 1860 SOUTH TENTH STREET 2185 OAKLAND ROAD
IN. INCH/INCHES WT. WEIGHT 7. REMOVE ABANDONED ELECTRICAL, TELEPHONE AND DATA CABLING AND DEVICES, UNLESS OTHERWISE SANTA CLARA, CA 95054 SAN JOSE, CA 95112 SAN JOSE, CA 95131
INFO. INFORMATION WWF WELDED WIRE FABRIC NOTED. P: 408.380.8403 P: 408.334.7141 P: 408.232.9000
INSUL. INSULATION 8. REMOVE EXISTING FLOOR FINISHES AND PREPARE SUB-FLOOR AS REQUIRED FOR NEW FLOOR FINISHES. E: dbrink@structuralengineersinc.com E: nsaechao@sprigelectric.com E: kbeernink@UMII.com
INT. INTERIOR 9. SCOPE OF DEMOLITION INDICATED IS TO BE IN ITS ENTIRETY UNLESS NOTED OTHERWISE.
JAN. JANITOR
MATERIAL SYMBOLS ANNOTATIONS SPECIAL INSPECTIONS LIST
1 PROVIDE SPECIAL INSPECTIONS AS REQUIRED BY CHAPTER 17 OF THE CALIFORNIA BUILDING CODE FOR THE
BASE ROCK FOLLOWING ITEMS:
2 COLUMN GRID LINE
1. PLACEMENT OF REINFORCING STEEL.
7. 2. TAKING OF TEST SPECIMENS AND PLACING OF ALL CONCRETE.
CONCRETE 3. STRUCTURAL WELDING.
SECTION # 4. INSTALLATION OF EXPANSION ANCHORS.
=I =I =I =I SHEET # SECTION 5. INSTALLATION OF REBAR IN EPDXY (WHERE REQUIRED ON DETAILS).
b. STRUCTURAL STEEL MATERIAL VERIFICATION.EARTH (SECTION) 7. METAL DECK MATERIAL VERIFICATION.
ETAIL #
DETAIL
EXISTING WALL SECTION SHEET #
LEVATION # USED ARCy�T
WOOD MEMBER ELEVATION
(BLOCKING) SHEET #
G
J. BRICE
COLTON
HOOD LSIZEI ICATENUOUS, LEVAT# FIRE DEPARTMENT NOTES ASSESSOR'S MAP VICINITY MAP C-38273
NOMINAL SIZE INDICATED) • DETAIL #
SHEET # INTERIOR ELEVATION _ 30 SEP 2023'
ad Road EasCHort,atead Road_ Sunnyvale a East Homestead Road '" East Homestead .-- _ East Homestead
1. APPROVED ADDRESS NUMBERS SHALL BE VISIBLE AND LEGIBLE FROM STREET FRONTAGE AND SHALL CONTRAST O F F I C E O F C OE Y A S S E S S O R S A N T A C COUNTY, C A L I F O R N 1 A x -upemno East Homestead Road
�0 K PAGE Glendennin East Homestead
WITH THEIR BACKGROUND. g., i `labia EascHoQestead D TE
PLYWOOD 313 6 9 Barn .............. ............. .. a 'o°� Roada. P
ELEVATION -�----�--_ _ _ _ _ HOMESTEAD P.M. 790-M-47 ROAD LK, � , way p Expressway a C 9TF OF CAL 6`
2. PROVIDE AN EMERGENCY TELEPHONE ON THE JOB PRIOR TO ANY CONSTRUCTION. _ _ _
I � aa.ea 18 2ze.°ate P.M. 299-M-20 �-- - - - - En nc0 .... f, H I 1
3 THE ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO COMMENCEMENT OF WORK BE SUBMITTED TO - e27.18so
# A MINIMUM NUMBER SETS OF DRAWINGS APPROVED BY THE CITY FIRE DEPARTMENT SHALL ��' t,a,,3,�
,� so , se°o
GYPSUM WALL BOARD SECTION i 4D 47 �� I I a ral P T , f
NAME• N ROOM 4. KNOX BOX IS RECOMMENDED FOR BUILDINGS AND REQUIRED FOR ALL FIRE DEPARTMENT ACCESS GATES. m
$� IDENTIFICATION 1 217�, �1 Entr' q "'
PUN. _ D 1 -
CONTACT LOCAL FIRE DEPARTMENT FOR ADDITIONAL INFORMATION £'' ,2 � I m PROJECT NO: 1587 7
�. :
5. FIRE DEPARTMENT ACCESS ROADWAYS SHALL BE MAINTAINED CLEAR & UNOBSTRUCTED. PROVIDE PROPER I +E- t, SCALE: AS NOTED
' 170.30 113.07 i $� r Forge D uuuuuuuuuuuuuuuunnuAE
METAL (STEEL OR IRON) ® INDICATES FIRE LANE SIGNAGE AND CURB STRIPING PER THE VEHICLE CODE SECTION 22500.1. CONTACT THE FIRE s o R.O.S. 29/23 I _ _ ~
WINDOW TYPE DEPARTMENT FOR FIRE LANE PROGRAM GUIDELINES. 3 3719
P
PCL. 1 J + t DRAWN BY: ES
14,135 AC. IJ I fit► j P
6. NO HAZARDOUS MATERIALS WILL BE STORED AND/OR USED WITHIN THE BUILDING WHICH WILL EXCEED THE ! 35 1 ` aa', E ` Lehigh
J ' P REVIEWED BY:
QUANTITIES LISTED IN CBC TABLES 3-D AND 3-E. J ,a�a-n PTN.PCL. 2
RIGID INSULATION BOARD OR TILE OPENING INDICATES WINDOW w 44 le
_ 1.735 A0. W,3 nce
OPENING NUMBER 7. CONSTRUCTION SITE FIRE SAFETY: ALL CONSTRUCTION SITES MUST COMPLY WITH APPLICABLE PROVISIONS OF z �I Pq 2 2a3.� 1 = 240 y, _ q P P D APPROVED BY:
THE CFC CHAPTER 33 AND THE SANTA CLARA COUNTY CENTRAL FIRE PROTECTION DISTRICT SPECIFICATION 8.80 At NET. 5.50 AC. NET. I p i IL
SI-7 (CONSTRUCTION SITE FIRE SAFETY). -oaass 45 P f =
9. FIRE DEPARTMENT ACCESS TO THE SITE, THE BUILDING, AND TO ALL FIRE PROTECTION SYSTEMS SHALL BE -38°' - - e / t
REVISION CLOUD O PCL. 1 5.803 AC. 46 I 9"� .,,,,,,,,,m,,,,, , m,,,,,,,,,m„e m
MAINTAINED AT ALL TIMES, IN ACCORDANCE WITH CFC CHAPTER 5. NO OBSTRUCTIONS SHALL BE PLACED i -
NEAR FIRE HYDRANTS, FIRE DEPARTMENT CONNECTIONS, OR FIRE SPRINKLER CONTROL VALVES IN A MANNER �' i o o„ EOM , a Rece`P[on of 1e eadysleAvenoe o0
ABBREVIATIONS � P738 At-. 2 _ y �. voue) ti f t
THAT WOULD PREVENT SUCH EQUIPMENT FROM BEING IMMEDIATELY DISCERNIBLE, IN ACCORDANCE WITH z5a 30 N i 33.738 At-PLAN. ?° N
CFC 505.5.4. �� r w x P
8.80 AC,i 1 2.fi93 AC. I + dF A PROJECT
REVISION # DELTA 10. AT ANY TIME THAT THE FIRE SPRINKLER SYSTEM AND/OR FIRE DETECTION AND ALARM SYSTEM IS IMPAIRED, A s ;� Oymwww "'F 01� m 0mvww I d t lu c 5,,astaD" o e i
ffi +� x d
FIRE WATCH SHALL BE PROVIDED.THE SYSTEM SHALL BE TAGGED, AND A CORRESPONDING IMPAIRMENT `� , 30 + ��_ w + �\ SITE
E Sys
PROGRAM SHALL BE PROVIDED FOR THE FIRE PROTECTION SYSTEM, IN ACCORDANCE WITH CFC CHAPTER 9. a 28
J he Hamptons ' S COVER SHEET &
L ANGLE < LESS THAN OR EQUAL TO FOLD/MATCH LINE PCL. 31 J W v
Q I ii Sec�cny < Hillsdale Court=
11. THE INTEGRITY OF FIRE-RATED CONSTRUCTION SHALL BE MAINTAINED, IN ACCORDANCE WITH CFC AND CBC F- I - V R RecepUnn f1 PnmerldgeAvenue D� G2
@ AT PLUS OR MINUS CHAPTER 7. � ° - + 7. w 1 'T.""`'.' �� \ GENERAL NOTES
PCL. 2 1
12. FREE AND UNOBSTRUCTED EGRESS SHALL BE MAINTAINED AT ALL MEANS OF EGRESS, EXIT ACCESS ROUTES, �-
1 a i �- ..._- -. __ ESMT._-_ 2a72: Q 9j
rL CENTER LINE R PROPERTY LINE OR PLATE AND EXITS. THIS SHALL APPLY TO THE ENTIRE BUILDING, REGARDLESS OF THE SCOPE OF WORK. 9 44802 397,3 2,��=a,,, �, - - -- ,�„ -i
00.80 82. / 4' i� P'�n _ -
880 •18.0d „ ,.. ,.. ,. ,,. ,.. ,,, ,.. e Avewa R B
---
° DEGREES # POUND �
W N. LN. WE WOOD OAKS.,.UN,5...TR. 1857 R.O.S. 2P614
A DELTA � �
2 < 11 10
0 DIAMETER
o AOJECTFLFLOWLINE
SITE
I LAWRENCE E.STONE-ASSESSOR
I 7 PRUNERIDGE AVE Cadmtral map for m mmmt purpme°only.
I _ -- Canpllad undar R•0 T.Code,Sec.327.
EitsoiM Roll Yw 2010-2040
CLIENT PROJECT NO. TBD
ARCHITECT:
Community Development Department
Planning Division — Cupertino r�
CUPERT o APPROVED D I R-2022-002
Cas
a �
s �� tl•
Application Nurnber(s)
App va I Body: Director/ Staff a b i to a
App va I Date 05/25/22 g
architecture and interior design
Signature Jeffrey Tsumura
2290 North First Street#304,San Jose,CA 95131
P 408.977.0606 F 408.298.4245
Case Manager www.habitec.com
PROJECT INFO:
FG01
In the Santa Clara Valley, storm drains flow General Landscaping , Earth-Movingy CDA PLANT
direct/ to our local creeks, and on to San GoodhbusekeWrfgPracfrces D ew ateri n g H e a v
Y } + ❑ Designate one area of the site for auto parking. Storm I)ralrl Pollution
Francisco Bay, with no treatment. Construction �ehiclerefu6W.and rout neequipmen# Gardening , from Landscaping and E u ipm ent18922 FORGE DRIVE
matrltenance.Tine designated area should betwallActivities Operations
Storm water pollution is a serious problem for and Site away fromstreamsorstormdraininlets.bermedif Swimming Paul MaintenanceO p e r a ti o n CUPERTINO CA 95014
wildlife dependent on our waterways and for necessary Makemapr repairsoff9te and Peel Man yIandscaping activities expose soils and t
the people who live near polluted streams or ] To prevent off of increGse the earth and garden
Supervision 5 to rm water P o Ilu do n
bayla rid 5. errances w>th slabfi�d aggregate surfaces. Or Chem call will run off into the storm drains during
prov i de a h re was h area. Maintenance im9atonarwhe'titrains. Storm Drain Pollution Storm Drain Pollution from H eavy Eq u ipm ent on
Proper management of construction sites Storm Dra i n P ol I ut io n fr om J K ma e�ernfunoff Swimmingpoolwatermntairingchtorineand from Earth-Navin 101CtIVi#IES ry
� pr Construction 5 ites
reduces pollution significantly. Construction Activities contamnationatthesource.Cowrexposedpiles copper-based algaecides should never be g From Dewaterin Activities
y Poo fly m ainta tried veh toles and heavy
cfsalor constructionmaterials with plastic Lands capinglGarden Maintenance discharged [a storm drabs. Thase c hem icals are
equipment that leak fuel. cif. antifreeze or
This sheet summarizes the "Best Management Conslruclion soles are cornrnonsources ofstom7 other fluids on the construction site are CLIENT:
g sheeting a ternpcxary roofs.Befo-e it rains,sweep toxic b aquatic life.
P racticeS" B M Ps for Storm water pollution n water pciluton.Materials alai wastes that blow or and remove matena]sfrom surfaces that dra in to J Protect stockpiles anc la ndscaping materials Soil excavation and grading operations loosen large
f p Be sure to call your city's storm water inspector corn m on sou roes of storm drain pollutio n .
wash into storm drain.gutter, or street have a storm drains. creeks,orchannet. from wind and rain by storing *hem under amounts of soil that can flow or blow into storm
prevention. direc: rn pact on I ocal creeks and the Bay tarps pf secured plastic sheeting. at 408-472-9907 before discharging water to a Prevent spills and leaks by isolating
Contain all litter,food wrappers.bottles andMaintenancetrains when handled improperly. Sediments in runoff
As a contractor,or site supervisor,owner or Pool/Foun tainlS pa equipment from runoff channels, and b y
cans- Place lidded trash and recycling bins �] 5c hedule radin and excavation roe Can Clog storm drains. smother aquatic life. and street: gutter, ❑r Storm drain F Iltratlan or diversion w a tc h in for leak s and ❑th e r m ain to n a n ce
operator of a site.you may be responsible for around the site. 9 9 p i cts Draining lS or 5 S through h a basin, tank. and sed sim ant trap m a be g
any environtrerta[damage caused by your during dry weather g � � Cestray habitats In creeks and the Bay. Effective g p Y problems. Remove c c n s tr u ctio n e q u ip m ent
subcontractors or employees. J Clean Lip leaks, drips and other spilts Whe r it's time to drain a pool-spa or-oun lainerosion control practices reduce the amou nt of runoff required. Reuse water for dust contra I. irrigation or fro m the site as so❑ n as possible.
mmedrately sot hey do not contaminatesN or ❑ Use temporary check dams or ditches to lease be sure to tail the Cu ntno Sanitar
groundwater or leave residue on paved surfaces. diver,, runoff away from storm drams. P tie Y crossing a site and slow the flow with Check dams ❑r another an-site purpose to the greatest extent
ORDINANCE OF Use dry cleanup methods whenever possble.It District before you start tor fur tie rguicarice on roughened ground surfaces. possible- Site Planning and Preventive Vehicle
GerreralPrinciples
THE CITY OF CUPERTINO
you must use water.use justenottghto keep the :..! Protect storm drains with sandbags,grave{. flaw rate restrictions. backflow prevention, and Main re n an c e
J beep an orderly site and ensure good dust down- fit led bags. straw wattles, or ether sediment ha ndl ng specs cleaning waste{such as acid J Designate one area of the c o n stru ct ion site. well
FOR STORM WATER POLLUTION housekeeptng practices are used. J Comer and maintain dumpstets Place cant1-,7,Is wash; Discharce flows shoulc be kept to the low away from stream s or storm drain inlets. fo r a uto
J Maintain equipment properly. dumpsle is under roofs or cover with tarps or !e vel s typically possible through a ga rden h as e. Practices During Construction and e q u ip rn ent p a r k rn g re f u e inn g and ro u t:n e
PREVENTION & WATERCOURSE ❑ Cover matenalswhenlhey are not in use plastic sheetingsecuredaFOLndthe outside ofthe -� Re-vegetation is an excel€enI fo rm o f ero si on Higher ftow rates may be prohibited by local Check for Sediment or Toxic Pollutants vehicle and equ,pm ent rn ainienance contain
dumpster.Never clean out adumosterby hostWit cont roIfor any site. ordinance. ..� Remove existing vegetation only When the area with berm s. sand bags. or other
❑ Keep mat enals away from streets.storm b a rr ie rs
PROTECTION: down onihe ccrlstrixtionsite. J store a absolutely necessary Plant temporary ❑ Check far odors, discoloration, or an oily sheen
drains anddralnagechannes p stictdes. Fertilizers-and other J Never discharge pool or spa watertoa 7 inn ain tain all vehicles and heavy equipment
4 ❑ PIaoe portable toilets away from storm drains. chemicals indoors or in a shed or storage street or storm drain: discharge to a vegetation for erosion control on slopes or on groundwater. In spec-1 freq u enrly for and repair leaks
Chapter 9.1 V :.� Ensure dust control water doesn't leave si to Make sure portable toilets are in good work g
cabinet where construction is not immediately planned-
or discharge to sanitary sewer clean out. !J Perform m ajar m aintenance, repair jabs ono
Advance Planning To Prevent Poflution order Checkfraouenty for leaks. ❑ Ask your City inspector whether the
�] LJ5e e5iiCldeS s inn aCCOrdin to ve hide and equipm en; w 2st•ing off-site, w Here
9.18.040 Discharge into the storm drain prohibited J Schedule excavation and radio activities MaterialslWaste Hfandling p gly g J if possible.when emptying a pool orspa. let ❑ Protect downslope drainage courses, groundwater must be tested by a certified clean s e asier.
9 P gracing instructions on the labe Rinseertpty chlorine dissipa;efor a few days and then streams, and storm drains with wattles. or laboratory. ZI If you m us; cram and replace >m o to r oil ra dialor
for dry weather periods.Tc reduce so J Practice Source Reduction--mniniae waste containers, and use rinsewa ter as r re waterby drainin it raduali It is unlawful to cause, allow, or permit to be erosion. pl ant tern poraryvegetationorplaca :-.i-en youordermaterials. Estimatecarefully product g g Y temporary drainage swales Use check dams or drop ni t ctner fluids on site use drip pans or
Dispose of rinsed. empy containers in the onto a landscaped area drop cloths to catch drips and spins c o iiect
discharged, any discharge not composed entirely of olhererosion controls before rain begins.Use ❑ Recycle excess materials whenever ossble, p p ditches to divert runoff around excavations. ❑ Depending on the test results, you maybe e
tine�rosronarrdSeclvr7 ent Cordro,'Manual. �7+ p crash Ds pose afunused pesticides all sosnr fluids s lore in separate containers and
stormwater to the storm drain system or to surface waters t )e Erosion
and
tonal Water Mar?u such as concete.asphalt. scrap metal solvents. haza•dous waste J Do not use copper-based algaecides- Refer to the Regional Water Quality Control allowed to discharge purr ped groundwater to properly dispose as hazardous waste (recycle
y y degreasers.cleared vegetation.paper rock.and Contro 1 a I z e w t h chlorine or othe r Board's Erosion and 5edimeot Control Field w hen ever p o s s rb le{
Corttroi Board-as a reference. 9' the storm drain �R you may be required to
vehicle maintenance materials such as usedcil. Ll In Cupertino,residents with curbside recycling
or to any coati Drl where it would contact or eventually e otter natives. such as sodium bromide. Mana al for pro er erosion and sediment to n#r al J ❑o not use diesel oil to lu b r is ate e q u ip m e n t
..� Control the amourtE❑fruncffcrossingyour antifreeze.batteries.and tires. can collect lawn. garden and tree tnm•nIngsin P p discharge t0 the sanitary sewer ❑r collect and parts or clean ecu rpm en t Use only water for
transported to surface waters, i nd udi rig flood plain areas, site(e special hy durng excavation')by using w,vw.reducevQste or for info yardwaste toters.Yardwaste will be collected Filter Cleaning measures haul the water off-site for treatment and any o n s ite clean in g
unless s eclficall called out in the Municipal Regional berms or ten-poraryor permanent drainage .J Dispose of all washes properly. Matenalsthat and co m posted by the city s contractors disposa l at an ap prop riate treatment facility- J Cover exposed fifth wheel hitches and other
p y g ditches to divert water flow around thesite J Never clean a filter in the street or near a J Cover stockpiles and excavated soil with
Cannot be recycled��'lusibetakentoan Residents are encouraged tocompost ally or greasy eq j-pm e rat du •.ng rain everts
Permit as an exempt or mnditionall exempt discharge. Reduce stormNaterrunoffveloaties by appropriate1aWri11oroisposedofas hazardous yard on themselves- Or take storm drain. Rinse cartriage and secured tarps or plastic sheeting.
p yY ❑ When discharging to a storm drain, protect the
cortstructirtg temporary check dams or waste.Never bury waste matenalsor leave them dlatomaceo.i s earth filters onto a dill area, g g p 5 p it l Cleanup
where appropriate yard waste to a landfill where it will be spade filter residue into soil Dispose of inlet using a barrier of burlap bags filled with
nihestnyetvrrrearacreek❑rstreambed. and 9.18.070 Accidental Discharge ❑ TrainyourempIoyeesandsubcontractors Permits composted spent diatomaceous eartft inthe garbage drain rock, or cover inlet with filter fabric J clean up spills immediately
Thecitycanprowdebfochuresaboutthese ❑ Landsca c J Never hose d ow n "dirty' ❑avem ant OF
All ersons shall not] the Director of Public Works LJ Inadditxxttoiccal gradingandbuitdingpermits pe ontractorsshould anchored udder the rate. m errn eable surfaces where fluids nave spinet
p � sues for you todistributeto��vorhefs at your ❑ if there is no suitable dirt area.call 9 p
}auv�if needtoobtaincoverageundertheState's take clippings and pruning waste u se d ry c le an up m eth od s ',a bsorbe nt
immediate/ u on accidental I disdha l n I lutar>ts of Construction srte inform youfsubCotltrador5 General Construction Activity Storm water Perm if to a landfill that corn Cupertino 5anutany br instructions on rr a ter,a Is cat iiite r a n c ro r rag s whe never
y p }� rg g pa posts yard s •)
about thestornwater requirenTnts and I eir dlschargingfilter backwas`i or nnsewater to possible a nd properly dispose o f ab so rben i
concern to enable countermeasures to be taken by the City ,cresorrrnorl.Infoe'sdintonIheGeatdals5 waste iRd- l Newby ]stand and ❑ Contact Cupertino Sanitary District at 253-7071 m ater.aIs
own respt7rrsibfities. Use BkreprirN f[xa Gear the sanitary sewer. p y
acres or more.Info rma>rarn on the General Pem�it Zar�ke r Rd- landfill are tie nea rest].
Bay,a construction best management ractic�ee s
to minimize damage to storm drat its and the receiving can beobtalrted from the Regional Water Qua]ity prio r to discharging to the sanitary sewer- J s w pep up s pipe d dry m a le rims im m cola to iy.
guide available at our Suldrg Dept.counter. Contrd Board.{This cdteriawilI changetoone iJ Do not blow or rake leaves into N ever ante m pt to `w as h th ern aw ay" w ith wa le r-
Waters. Initial notiflcatlon Shall be followed, witfhin five (5) acre as of k4ar.2003.) the street. or biry them
business days of the date of occurrence, by a Beta ii ed
J Use as little w ate r as possible for dust control.
L Ens are water used doesn Ileave srit or
written statement describing the causes of the accidental discharge to slorm grains
discharge and the measures being taken to prevent future ((AbnAl } J C re a n u p $p ills on dirt area s by digging Lip and
prop e-ly disposing of contaminated soil
occurrences. Such noti ficab on W 11 not relieve persons of
Removal of BMP Facitsties J c ail 97 7 for significant spillsliability for violations of this chapter or for any fines imposedJ If the spill poses a significant t,axard to
on the City on account thereof under section 13350 of the The propertyowner and the contractor share uitimate ies ons�bi �t for eu v an heaIth and safety properly ,r the NO. DESCRIPTION: DATE:
The Project Contractor is responsible Scat flnm Office
f E must also report it t0 the
California Water Cade, or for Vi datian of Section 5650 of the State to office to f Emergency Services.
Califomia Fish and WifdlifeCode, or arty other applicable ■ - BACKGROUNDS 05/06/2021
provisions of State or Federal laws. the activities that occur on a construction site. You may be held responsible for rem ova I of a i I B M P Facilities I i t i e s
9.'18.220 Violation* ■ subcontractorsr ces■ located
- CITY SUBMITTAL 05/17/2021
w violates an provision of this Chapter for any environmental damage caused by your o employees.oy I ocate d w l th l n the P u b I I c Right of way
Any person who dates y p p
shall be guilty of a misdemeanor and upon conviction thereof
shall be pu nished as provided in Chapter 1 .12 of the City of upon project final inspection .
Cupertino Municipal Code. '
Chapter 1.12, General Penalty, Section 1.12.010, :F, , ❑uring Construction
paragraph D, states' Pai nti g �� ! �e Roadwork `', Storm Drain Pollution Fresh Concrete
d J Don't mix up more fresh concrete or cement
Unless otherwise specified by this code, an infraction is Application of from Roadwork and Mortar than you will use in a two-hour period.
punishable by: Paint Removal a n '^
J set up and operate small mixers on tarps or
Solvents
��� heavy plastic drop cloths.
1 . A fine not to exceed $100 for a first vi de ti onp R cad pa vin g, su rfacing, and pavem ent re m ova Application J W hen clea ning u p after d riveway or sidewa4k
.� Paint chi sand dust from non hazardous Paving SmalI Business
2. Aline not to exceed $200 for a second Violation d stri in andsarxE blastin ma be happen right in the street. where there are numerous
Adhesivesry p g g Y construction. wash fines onto dirt areas. notopportunities far asphalt, saw-cut slurry. or3. A fi ne not to exceed $500 for a third violation ofswept upar Col€eGted in plastic drop cloths and down the driveway or into the street or storm �-•�a�rdous Waste
disposed of as trash. excavated material to illegally enter storm drains. Storm Drain Pollution from drain
the saline Chapter Wlthln one year. Extra planning is required to store and dispose of
J Chemical paint stripping residue, and chips General Business Practices materials properly and guard against pollution of Fresh Concrete and Mortar J Protect ap plicatlon s of fr es co ncrete and Disposal Prgm
* and dustfrom marine paints, or paints mortar from rainfa II and runoff until the
9.1$.240 Civil Halt far illicit discharges* P p storm dra ins creeks, and the Bay.
Y g Storm Drain Pollution from Paints, containing lead, mercury ortributyl tin must J Develo p and im p lem en t erosio nlsed ime nt Applications material has dried Businesses that generate less
An erson who dischar es ollutants, in violation ❑f this po p y � Wash down ex
y p g p be dis sed of as hazardeuswastes.Lead control plans for roadway emban4cments.
Solvents, and Adhesives posed aggregate concrete
Chapter, by the use of illicit connections shall be civilly liable based paint removal requires state-certified Fresh concrete and Cement-related mortars only when the washwater can (1 ) flow onto a than 27 gallons or 220 pounds
All paints,solvents,and adhesives contain ❑ Schedule excavation and grading work during y g
to the Cit in a surn not to exceed twent -five thousand contractor. that wash into lakes, streams, or estuaries dirt area. (2} drain onto a bermed surface from
]l ]� chemicals that are harmful to wildlife in [coal dry weather. ❑[1 ring C onS trtl etio r1
are toxic t❑ fish and the aquatic which it can be pumped and disposed of of hazardous waste per month
dollars per day per violation for each day in which such creeks, San Francisco Bay. and the Pacific ocean. :1 When stripping or cleaning building exteriors q
❑ Check for and repair leaking equipment properly, or (3) be vacuumed from a catchment
violation occurs. Tobc chemicals maycomefrom liquid or solid with high-pressure water. block storm drains. ❑ Avoid paving and seal coating in wet environment. Disposing of these materials created by blocking a storm drain inlet If are eligible t0 use this program.
products or from cleaning res dues or rags. Paint Direct washwater onto dirt area and spade ElPerform major eq u i pm ent repairs a t weather, or when rain is forecast, to prevent to the storm drains or creeks Can block necessary, d ivert ru noff with temporary berms /�(�pp L�7VV
material and wastes adhesives and cleaning fluids into soil-or,check with Cupertino Sanitary designated areas in yo us maintenance yard. fre sh m a ter ials fro m con tatting storm w ater storm drains, causes serious problems. and Make sure run off does no t rea ch g utte rs or Call 408 L 9-7300
Excerpts - For complete CO DE language refer to the should be recycled when possible, or disposed of District to find out if you can mop or vacuum the whe re cl eanu p is ea Bier. A void perfo rm ing r unoff. is prohibited by law. storm drains.
City ofCupl no Municipal ert M al Code. properly to prevent these materials from flowing wasfttwater and dispose of it in a sanitary equipment repairs at construction sites. for a quote.
❑ Cover and seal catch basins and manholes � When breaking up pavement, be sure to puck
into storm drains and watercourses- sewer drain. Sampling of the washwater may
_.1 When refueling or when vehiclelequipm ent when applying seal coat. slurry seal. 'og seal, up all the pieces and dispose of properly
be required. maintenance must be done on site. designate a Rec cle la r e chun ks of broken con crete. See
9 or sim ,tar materials. General Business Practices Y g
❑ Washwater from painted buildings Iota do n away fro m storm drain s an d creeks. www.red ucewaste.oriq for info on recyclers.
constructed before1978 Can contaunhigh ❑ Protect drainage ways by using ear.h dikes. JWash out concrete mixers only in designated
J Do not use diesel oil to lubricate equipment sand hags. or other controls to divert or trap washout areas in your yard, away from storm J Never bury waste material Dispose of small
FS
n o Handling Paint Products amounts of Dead,even if paint chips are not arts or clean equipment d rains an d wa to rwa s. where the water will flow ar•n ou nts of exce ss dry concrete. g rout. a nd
ing Dept: present. Before you begin stripping paint or p and filter runoff. ay
s.
a temporary waste pit in a dirt area Let mortar in the trash.
7 7-3 2 2 8 ❑ Keep all liquid paint products anct wrastes cleaning pre-1978 building exteriors with water J R ec ycIe used oil, conc rete, broke n a sphalt. ❑ Never wash excess material from exposed-
awa framthe utter,street, andstorm water percolate through soil anddispose of J Never dispose of washout into the street.
Public Works Dept: Y g under high pressure, test paint for lead by etc. whenever possible- or d isp ose of p roperiy. a re at co re or sim ilar trea tme nts Into p
gg 9 settled, hardened concrete as garbage. storm drains, drainage ditches. or streams
77-3354 drains- 0kingpaintscrapingstoa local laboratory- (www.recyclestuff.com for list of recycling a street or storm drain . Collect and recycle. or Whenever possible, recycle washout by g --#a ra County (ace Yellow Pages for astate-certified corn pa nies.) d ispose to d in a rea.
pumping back into mixers for reuse � ARC),/ry-) �G cling Hotline: Pa►n6ng CleanupCJ Cover stockpiles (asphalt. sand. etc-) and J Wash out chutes onto dirt areas that do not J. BRICE
33-8414 J If there is loose painton the building. or if the other construction materials with plastic tarps. flow to streets or drains. OLTON
w w w .red a LJ Never clean brushes or rinse aint paint tests positive for lead.block storm As p halt/Con c re to Removal A Protect from ra infal! and prevent runoff with
lJ Always store both dry and wet materials
w w w.re c y c I e s to ff.c o m containers into a street,gutter, storm drain, drains Check with Cupertino Sanitary District temporary roofs or plastic sheets and berms - 2
Small Business Hazardous Waste: French drain,or creek. to determine whether you may discharge water ❑ Avoid creating excess dust when breaking asphalt p Y p under cover, protected from rainfall and runoff
4 0 8-2 9 9-7 3 0 0 to the sanita sewer,or must send it paving p p and away from storm drains orwaterways. 30 SE 2023"
or concrete. ❑ Park avin machines over drip pans or RENEWAL
rY Y� Protect dry materials from wind I
❑ Forwater-Lased paints.paintout brushes to a bsorbe nt m a to rial (cloth. rags. etc.)to catch �Q
Cu e ,tin o Sanitary n eta r Sewer ❑ is tr offsite for disposal as hazardous waste ❑ After breaking up old pavement- be sure to DATE
p Y the extent possible, and rnse into an inside drips when not in use. J Secure bags of cement after they are open. "s CITY OF
remove all chunks and pieces. Make sure - - r tc O
408-253-7071 sin kdrainthatgoestothesanitarysewer !Z CF CALIF
broken pavem ent does not tom e in contact ❑ Be sure to keep wind-blown cement powder Clean up all spills and leaks using "dry' CUPE�TINo
Santa Clara Valley Urban Runoff J Foroil-based paints. paintoutbrushes tothe Paint Disposal, Return or Donation with rainfall or runoff methods (with absorbent materials and/or away from streets. gutters. storm drains, t-
rainfall, and runoff.
Pollution Prevention P rg m extent possible and clean wrath thinner or J Dispose of unwanted liquid paint, thinners. rags), or dig up. remove. and properly dispose
800-794-2482 J When making saw cuts. use as little water as
solvent. Filter and reuse t-iInners and solvents. solvents,glues.and deaning fluids as of contaminated s oil. 0Do not use diesel fuel as a lu brit ant on
possible- Shovel or vacuum saw-cut slurry and
where possible. Dispose of excess liquids and hazardous waste(call the Small Business concrete forms. tools, or trailers PROJECT NO: 1587-7
State Office of Emergency residue as hazardous waste- Hazardous Waste Prgm:299-7300). remove from the site. Cover or protect storm ❑ Collect and recycle or appropriately dispose of
S e ry is es drain inlets during saw-cutting- Sweep up. and excess abrasive gravel or sand . 77'7 SCALE: N/A
1 -600-852-7550 24 hrs Ll Whenthorcughlydry. empty J Of Return to properly dispose of all residues ////
t ❑ Avoid over-application by water trucks for dust % DRAWN BY:
brushes. rags.and drop doths may be maybe able to be returned. Check with the
Sweep. never hose dawn streets to clean tip to ntr❑I.
Report spills to 91 1 disposed o#as garbage vendor regardi ng its "bl.y-back"policy.) ❑
tracked dirt. Use a street sweeper or vacuum REVIEWED BY:
:1 Dona te exoess paint(call 299-7300 to donate.) truck. Do not dump vacuumed liquor in storm 5anto-t c:l;ir;l V,t11cy
drains. C chair APPROVED BY:
Pollution Precntion Program
UPDATED SEPTEMB) It 2016
APPROVE C"'
�ti �� �� �� J. � �� � 1 �J 1 SHEET:
ITYI � F jUPERg1k, ' wwJ J �� ��i1 J �J �� OF SHE,F,TS
N TR TI N BE T MANA EM ENT PRACTI CEO
TiMM BORDEN, 45512 DATE DEPARTMENT OF PLTBLIC WORKS BLUEPRINT FOR A
DIRECTOR OF PUBLIC WORKS HLL
CLEAN BAY
CLIENT PROJECT NO. TBD
ARCHITECT:
Community Development Department
Planning Division - Cupertino
CUPERTINO f3Q1 D
Case# DI 02 CALGREEN NON-RESIDENTIAL CHECKLIST - Division Weather Resistance and Moisture Management 5.410.4 Testing and adjusting. Testing and adjusting of systems shall be
Applic n (s) MANMTORY ITEMS required for buildings less than 10,000 square feet or new systems to serve an
COMMUNITY DEVELOPMENT DEPARTMENT• BUILDING DIVISION Performance Requirements 5.407.1 Weather protection. Provide a weather-resistant exterior wall and addition or alteration subject to Section 303.1.
Approva I Body: Direc foundation envelope as required by California Building Code Section 1402.2 habitec
ALBERT SALVADOR, P.E., C.B.O., BUILDING OFFICIAL ® ❑ 5.410.4.2 S p� TINQ (Weather Protection), manufacturer's installation instructions or local ystems. Develop a written plan of procedures for testing and
Approva I Date ,n�nn TnogE AVENUE•CUPERTINO, CA 95014-3255 5.201.1 Scope. The California Energy Commission will continue to adopt � ® ❑ architecture and interior design
mandator building standards. ® ❑ ordinance, whichever is more stringent. adjusting systems. Systems to be included for testing and adjusting shall
Signature Jeffrey Tsumura (408)v777-3228 • FAX(408)777-3333 •building cDcupertino.org y g include, as applicable to the project, the systems listed in Section 2290 North First Street -F4,San Jose,CA 95131
5.410.3.2. P 408.977.060E-F 408.298.4245
Case Manager WATER CONSERVATION EFFICIENCY AND 5.407.2 Moisture control. Employ moisture control measures by the following www.habitec.com
PURPOSE: Division 5.3 methods;
5.407.2.1 Sprinklers. Prevent irrigation spray on structures. ❑ ❑ 5.410.4.3 Procedures. Perform testing and adjusting procedures in ® ❑
The non-residential provisions of the 2019 CalGreen Code outline planning, design and development methods that Indoor Water Use accordance with industry best practices and applicable national standards
p p g� g p 5.407.2.2 Entries and openings. Design exterior entries and/or openings on each system.
include environmentally responsible site selection, building design, buildingsiting and development to protect, restore and to prevent water intrusion into buildings.
5.303.1 Meters. Separate meters shall be installed for the uses described in
enhance the environmental quality of the site and respect the integrity of adjacent properties; establishes the means of PROJECT INFO:
Sections 503.1.1 and 503.1.2. 5.407.2.2.1 Exterior door protection. Prima exterior entries shall be serving
HVAC balancing. Before a new space-conditioning system
conserving water used indoors, outdoors and in wastewater conveyance; outlines means of achieving material p Primary serving a building or space is operated for normal use,the system
conservation and resource efficiency; and outlines means of reducing the quantity of air contaminants. covered to prevent water intrusion by using nonabsorbent floor and ® ❑
5.303.1.1 New building or additions in excess of 50,000 square feet. wall finishes within at least 2 ft around and perpendicular to such ❑ ❑ should be balanced in accordance with the procedures defined by
Separate submeters shall be installed as follows: openings plus at least one of the following: national standards listed in Section 5.410.3.3.1.
Project Name: FG01 equipment yard 1. For each individual leased, rented or other tenant space within 1. An installed awning at least 4 ft in depth. 5.410.4.4 Reporting. After completion of testing, adjusting and balancing, FG01
Project Address: 18922 Forge Drive, Cupertino, CA the building projected to consume more than 100 gal/day. ❑ ❑ 2. The door is protected by a roof overhang at least 4 ft in depth. provide a final report of testing signed by the individual responsible for ® ❑
performing these services. C DA PLANT
replacement of existing equipment in existing and 3. The door is recessed at least 4 ft.
Project Description: p gg y 2. Where separate submeters are unfeasible, for water supplied to the
following systems: 4. Other methods which provide equivalent protection. 5.410.4.5 Operation and maintenance manual. Provide the building 18922 FORGE DRIVE
Instructions: a. Makeup water for cooling towers where flow through is greater owner with detailed operating and maintenance instructions and copies of ® ❑
1. The Owner or the Owner's agent shall employ a licensed professional experienced with the 2019 California Green than 500 gpm. 5.407.2.2.2 Flashing. Install flashings integrated with a drainage guaranties/warranties for each system prior to final inspection. CUPERTINO, CA 95014
Building Standards Codes to verify and assure that all required work described herein is properly planned and b. Makeup water for evaporative coolers greater than 6 gpm. plane.
implemented in the project. c. Steam and hot-water boilers with energy input> 500,000 Btu/h. 5.410.4.5.1 Inspections and reports. Include a copy of all inspection ® ❑
2. The licensed professional, in collaboration with the owner and the design professional shall initial Column 2 of 5.303.1.2 Excess consumption. A separate submeter shall be provided ❑ ❑ Construction Waste Reduction, Disposal and Recycling verifications and reports required by the enforcing agency.
this checklist, sign and date Section 1 - Design Verification at the end of this checklist. for any tenant within a new building or within an addition that is projected
3. Prior to final inspection by the Building Department, the licensed professional shall complete Column 3 and sign 5.408.1 Construction waste management. Recycle and/or salvage for reuse Fireplaces
to consume > 1,000 gal/day.
and date Section 2 - Implementation Verification at the end of this checklist and submit the completed form to a minimum of 65 percent of the nonhazardous construction and demolition
the Building Inspector. 5.303.3 Water conserving plumbing fixtures and fittings. Plumbing fixtures waste in accordance with Section 5.408.1.1, 5.408.1.2, or 5.408.1.3; or meet a ® ❑ 5.503.1 Install only a direct-vent sealed-combustion gas or sealed wood- CLIENT:
(water closets and urinals)and fittings (faucets and showerheads)shall comply local construction and demolition waste management ordinance, whichever is burning fireplace or a sealed woodstove and refer to residential requirements ❑ ❑
Column 2 Column 3
with the following: more stringent. in the California Energy Code, Title 24, Part 6, Subchapter 7, Section 150.
MANDATORY FEATURE OR MEASURE Project Verification 5.303.3.1. Water closets. The effective flush volume of all water closets 5.408.1.1 Construction waste management plan. Submit plan per this ® ❑ 5.503.1.1 Woodstoves. Woodstoves and pellet stoves shall comply with
Requirements shall not exceed 1.28 gallons per flush. Tank-type water closets shall be ❑ ❑ section to enforcement authority. US EPA New Source Performance Standards (NSPS) emission limits as ❑ ❑
certified to the performance criteria of the U.S. EPA WaterSense applicable, and shall have a permanent label indicating they are certified
CHAPTER 5 - NONRESIDENTIAL MANDATORY MEASURES Specification for tank-type toilets. 5.408.1.2 Waste management company. Utilize a waste management to meet the emission limits.
5.303.3.2 Urinals. company that can provide verifiable documentation that the percentage of
❑ ❑ construction and demolition waste material diverted from the landfill Pollutant Control
General Requirements 5.303.3.2.1 Wall-mounted urinals. The effective flush volume of wall-
complies with CalGreen Section 5.408.
mounted urinals shall not exceed 0.125 gallons per flush. 5.504.1 Temporary ventilation. The permanent HVAC system shall only be
The project meets all the requirements of Divisions 5.101 through 5.508. ® ❑ 5.408.1.3 Waste stream reduction alternative. The combined weight of used during construction if necessary to condition the building or areas of
floor-mounted
do r other urinal
urinals. The effective flush volume of new construction disposal that does not exceed two pounds per square addition or alteration within the required temperature range for material and
Division 5.1 PLANNING AND DESIGN floor-mounted or other urinal shall not exceed 0.5 gallons perflush. ❑ ❑ foot of building area may be deemed to meet the 65 percent minimum ® ❑ equipment installation. If the HVAC system is used during construction, use ❑ ❑
requirement as approved b the enforcing agency. return air filters with a Minimum Efficiency Reporting Value MERV of 8,
5.303.3.3 Showerheads. q pp Y 9 9 Y• Y P 9 ( )
based on ASHRAE 52.2-1999, or an average efficiency of 30 percent based
Planning and Design -Site Development 5.303.3.3.1 Single showerhead. Showerheads shall have a maximum 5.408.1.4 Documentation. Provide documentation of the waste ® ❑ on ASHRAE 52.1-1992. Replace all filters immediately prior to occupancy, or,
flow rate of not more than 1.8 gallons per minute at 80 psi ❑ ❑ management plan that meets the requirements listed in Section 5.408.1.1 if the building is occupied during alteration, at the conclusion of construction.
5.106.1 Storm water pollution prevention. For projects of one acre or less, showerheads shall be certified to the performance criteria of the U.S. through 5.408.1.3.
develop a Storm Water Pollution Prevention Plan (SWPPP)that has been EPA WaterSense Specification for showerheads. 5.504.3 Covering of duct openings and protection of mechanical
designed, specific to its site, conforming to the State Storm water NPDES equipment during construction. At the time of rough installation or during
Construction Permit or local ordinance, whichever is stricter, as is required for ❑ ❑ 5.303.3.3.2 Multiple showerheads serving one shower. When a storage on the construction site and until final startup of the heating and
over one acre. The Ian should cover prevention of soil loss b storm shower is served by more than one showerhead, the combined flow
projects p p Y cooling equipment, all duct and other related air distribution component ❑ ❑
water run-off and/or wind erosion, of sedimentation and/or of dust/particulate rate of all showerheads and/or other shower outlets controlled by a ❑ ❑ openings shall be covered with tape, plastic, sheet metal or other methods
matter air pollution. single valve shall not exceed 1.8 gallons per minute at 80 psi, or the acceptable to the enforcing agency to reduce the amount of dust or debris
shower shall be designed to allow only one shower outlet to be in which may collect in the system.
operation at a time.
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5.106.4 Bicycle parking. Comply with Section 5.106.4.1; or meet local 5.303.3.4 Faucets and fountains. 5.408.2 Universal waste. Addition and alteration to a building or tenant space 5.504.4 Finish material pollutant control. Finish materials shall comply with
ordinance, whichever is stricter. ® ❑ that meet the scoping provision in Section 301.3 for nonresidential additions Sections 5.504.4.1 through 5.504.4.6.
5.303.3.4.1 Nonresidential lavatory faucets. Lavatory faucets shall ❑ ❑ and alterations, shall require verification that Universal Waste items such as
anticipated
Short-Term bicycle parking. If the qualified project e have a maximum flow rate of not more than 0.5 gallons per minutes at fluorescent lamps and ballast and mercury containing thermostats as well as ® ❑ 5.504.4.1 Adhesives, sealants, caulks. Adhesives and sealants used on
anticipated to generate visitor traffic, provide permanently anchored bicycle 60 psi. other California prohibited Universal Waste materials are disposed of properly the project shall meet the requirements of the following standards.
racks within 200 feet of the visitors' entrance, readily visible to passers-by, and are diverted from landfills. A list of prohibited Universal Waste material
for 5 percent of visitor motorized vehicle parking spaces being added, with ® ❑ 5.303.3.4.2 Kitchen faucets. Kitchen faucets shall have a maximum shall be included r the construction documents. 1. Adhesives, adhesive bonding primers, adhesive primers, sealants,
a minimum of one two-bike capacity rack. flow rate of not more than 1.8 gallons per minute at 60 psi. Kitchen faucet may temporarily increase the flow above the maximum rate, but sealant primers and caulks shall comply with local or regional air pollution NO. DESCRIPTION: DATE:
5.106.4.1.2 Long-Term bicycle parking. For qualified buildings with over not to exceed 2.2 gallons per minutes at 60 psi, and must default to a ❑ ❑ 5.408.3 Excavated soil and land clearing debris. 100 percent of trees, control or air quality management district rules where applicable or ® ❑
10 tenant-occupants or for additions or alterations that add 10 or more maximum flow rate of® 1.8 gallons per minutes at 60 psi. stumps, rocks and associated vegetation and soils resulting primarily from land ® ❑ SCAQMD Rule 1168 VOC limits, as shown in Tables 5.504.4.1 and -
tenant vehicular parking spaces, provide secure bicycle parking for 5 ❑ clearing shall be reused or recycled. 5.504.4.2. BACKGROUNDS 05/06/2021
percent of tenant vehicle parking spaces being added, with a minimum of 5.303.3.4.3 Wash fountains. Wash fountains shall have a maximum
one space. flow rate of not more than 1.8 gallons per minutes/20 [rim space Building Maintenance and Operation 2. Aerosol adhesives and smaller unit sizes of adhesives and sealant or -
(inches)at 60 psi]. caulking compounds (in units of product, less packaging, which do not CITY SUBMITTAL 05/17/2021
❑ ❑
5.106.5.2 Designated parking for clean air vehicles. Provide designated 5.410.1 Recycling by occupants. Provide readily accessible areas that serve weigh more than one pound and do not consist of more than 16 fluid
parking for any combination of low-emitting, fuel-efficient and carpool/van pool ❑ ❑ 5.303.3.4.4 Metering faucets. Metering faucets shall not deliver more the entire building and are identified for the depositing, storage and collection ® ❑ ounces) shall comply with statewide VOC standards and other ® ❑
vehicles as shown in Table 5.106.5.2. than 0.20 gallons per cycle. ❑ ❑ of nonhazardous materials for recycling. requirements, including prohibitions on use of certain toxic compounds, of
California Code of Regulations, Title 17, commencing with Section 94507.
5.106.5.3 Electric vehicle EV in I 5.303.3.4.5 Metering faucets for wash fountains. Metering faucets 5.410.2 Commissioning. For new buildings 10,000 square feet and over,
( ) charging.g• Construction shall comply y with 5.504.4.3 Paints and coatings. Architectural paints and coatings shall
Section 5.106.5.3.1 or Section 5.106.5.3.2 to facilitate future installation of for wash fountains shall have a maximum flow rate of not more than building commissioning shall be included in the design and construction
0.20 gallons per c cle/20 rims ace inches at 60 psi. ❑ ❑ processes of the building project. All occupancies projects other than I- comply with Table 5.504.4.3 unless more stringent local limits apply. ® ❑
electric vehicle supply equipment{EVSE). g P Y [ � p (inches) p p g p 1 p p J
occupancies and L-occupancies shall comply with the California Energy Code 5.504.4.3.1 Aerosol paints and coatings. Aerosol paints and coatings
5.106.5.3.1 Single charging space requirements. When only a single as prescribed in California Energy Code Section 120.8. For I-occupancies ancies that p g p g
5.303.4.1 Food waste disposers. Disposers shall either modulate the use of p gy p ❑ ❑ shall meet the Product-Wei hted MIR Limits for ROC in Section
charging space is required per Table 5.106.5.3.3, a raceway is required to are not regulated b OSHPD or for I-occupancies ancies and L-occupancies ancies that are g
❑ ❑ water to no more than 1 gpm when the disposer is not in use (not actively g y p p 94522 a 3 and other requirements, including prohibitions on use of
theinstalled at the construction and shall be installed in accordance with grinding food waste/no-load or shall automaticallyshut off after no more than ❑ ❑ not regulated by the California Energy Code Section 100.0 Scope, all ( )( ) q g p ® ❑
the California Electrical Cod. g g ) certain toxic compounds and ozone depleting substances (CCR, Title 17,
10 minutes of inactivity. Diposers shall use no more than 8 gpm of water. requirements in Sections 5.410.2 through 5.410.2.6 shall apply. Section 94520 et seq).
Commissioning requirements shall include items listed in Section 5.410.2.
5.106.5.3.2 Multiple charging spaces requirements. When multiple
5.303.5 Areas of additions or alteration. For those occupancies within the 5.504.4.3.2 Verification. Verification of compliance with this section
charging spaces are required per Table 5.106.5.3.3, raceway(s) is/are ® ❑ 5.410.2.1 Owner's Project Requirements (OPR). Documented before the
authority of the California Building Standards Commission as specified in shall be provided at the request of the enforcing agency.
required to be installed at the time of construction and shall be installed in ❑ ❑ design phase of the project begins the OPR shall include items listed in ❑ ❑ p q g g y.
accordance with the California Electrical Code. Section 103, the provisions of Section 5.303.3 and 5.303.4 shall apply to new
fixtures in additions or areas of alterations to the building. Section 5.410.4. 5.504.4.4 Carpet systems. All carpet installed in the building interior shall
5.106.5.3.3 EV charging space calculation. Table 5.106.5.3.3 shall be meet the testing and product requirements of at least one of the standards ❑ ❑
❑ ❑ 5.410.2.2 Basis of Design (BOD). A written explanation of how the design
used to determine if single or multiple charging space requirements apply 5.303.E Standards for plumbing fixtures and fittings. Plumbing fixtures and listed in Section 5.504.4.4.
9 p 9 9 p q pp Y of the building systems meets the OPR shall be completed at the design
for the future installation of EVSE. fittings shall be installed in accordance with the California Plumbing Code phase of the building project and updated periodically to cover the systems(CPC), and shall meet the applicable standards referenced in CPC Table ❑ ❑ p g p J p p y Y ❑ ❑ 5.504.4.4.1 Carpet cushion. All carpet cushion installed in the building
2 2 410. . .
5.106.5.3.4 Identification. The service panel or subpanel(s)circuit ® ❑ 1401.1 and CalGreen Chapter 6. listed in Section 5. interior shall meet the requirements of the Carpet and Rug Institute ❑ ❑
directory shall identify the reserved overcurrent protective device space(s) 5.410.2.3 Commissioning plan. A commissioning plan describing how the Green Label program.
for future EV charging as "EV CAPABLE". Outdoor Water Use project will be commissioned shall be started during the design phase of
the building project and shall include items listed in Section 5.410.2.3. ❑ ❑ 5.504.4.4.2 Carpet adhesive. All carpet adhesive shall meet the
5.106.5.3.5 Future EV spaces count as designated parking. Future ❑ ❑ 5.304.1 Outdoor potable water use in landscape areas. Nonresidential requirements of Table 5.504.4.1. ❑ ❑
charging spaces qualify as designated parking as described in Section developments shall comply with a local water efficient landscape ordinance 5.410.2.4 Functional performance testing. Functional performance
5.106.5.2 Designated parking for clean sirvehicles. or the current California Department of Water Resources' Model Water testing shall demonstrate the correct installation and operation of each a m Composite wood products. Hardwood plywood, particleboard
ndedi
Efficient Landscape Ordinance (MWELO), whichever is more stringent. component, system and system-to-system interface in accordance with the ❑ ❑ and medium density fiberboard composite wood products used on the
approved tans and specifications. interior or exterior of the building shall meet the requirements for ® ❑
5.106.8 Light pollution reduction. Outdoor lighting systems shall be 1. The Model Water Efficient Landscape Ordinance is located in the California pp p p formaldehyde as specified in Table 5.504.4.5.
designed and installed to comply with the following: Code of Regulations, Title 23, Chapter 27, Division 2. ❑ ❑
5.410.2.5 Documentation and training. A Systems manual and systems 5.504.4.5.3 Documentation. Verification of compliance with this section
1. The minimum requirements in the California Energy Code for lighting zones 2. MWELO and supporting documents, including a water budget calculator, operations training are required. ❑ ❑ shall be provided as requested b the enforcing agency. Documentation ® ❑
pp 9 g g p q Y 9
1 -4 as defined in Chapter 10 of the California Administrative Code; and are available at: https://www.water.ca.gov/. 5.410.2.5.1 Systems manual. The systems manual shall be delivered to shall include at least one of the following standards listed in Section
the building owner or representative and facilities operator and shall ❑ ❑ 5.504.5.3.
2. Backlight, Uptight and Glare (BUG) ratings as defined in IES TM-15-11;and ® ❑ include the items listed in Section 5.410.2.5.1. 5.504.4.6 Resilient flooring systems. For 80 percent of floor area
Water Reuse Systems g y
3. Allowable BUG rating not exceeding those shown in Table 5.106.8, or 5.410.2.5.2 Systems operations training. The training of the receiving resilient flooring, installed resilient flooring shall meet at least one ❑ ❑
5.305.1 Recycled water supply systems. Recycled water supply systems appropriate maintenance staff for each equipment type and/orsystem of the following standards listed in Section 5.504.4.6.
Comply with a local ordinance lawfully enacted pursuant to Section 101.7, shall be installed in accordance with Sections 5.305.1.1, 5.305.1.2, and the shall include items listed in Section 5.410.2.5.2. ❑ ❑ ED �`RCh'7T
whichever is more stringent. California Plumbing Code ❑ ❑ 5.504.5.3 Filters. In mechanically ventilated buildings, provide regularly v FCC
5.410.2.6 Commissioning report. A complete report of commissioning occupied areas of the building with air filtration media for outside and J. B R I C E
process activities undertaken through the design, construction and ❑ ❑ return air prior to occupancy that provides at least a MERV of 13. ❑ ❑ I OL'TON
5.106.10 Grading and paving. The site shall be planned and developed to reporting recommendations for post-construction phases of the building 2
keep surface water away from buildings. Construction plans shall indicate how ® ❑ project shall be completed and provided to the owner or representative.
site grading or a drainage system will manage all surface water flows. 30 SE 2023
RENEWAL Q
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9TF OF CgL�FO�
PROJECT NO: 1587-7
SCALE: N/A
DRAWN BY:
REVIEWED BY:
APPROVED BY:
CUPERTINO
CALGREEN CHECKLIST
CLIENT PROJECT NO. TBD
ARCHITECT:
Community Development Department
Planning Division — Cupertino
nit
APPROVED
Cas DIR-2022-002 5.504.7 Environmental tobacco smoke (ETS) control. Prohibit smoking 5.508.2.2.2 Access valve. Only Schrader access valves with a brass or ❑ ❑
Application Number(s) within 25 feet of building entries, outdoor air intakes and operable windows steel body are permitted for use. ri h
where outdoor areas are provided for smoking and in buildings; or as enforced
App va I Body: Director/Staff by ordinances, regulations or policies of any city, county, city and county, ® ❑ 5.508.2.2.2.1 Valves caps. For system with a refrigerant charge of 5 ❑ ❑ habitec
App va I Date 05/25/22 California Community College, campus of the California State University or pounds or more, valve caps shall be brass or steel and not plastic.
campus of the University of California, whichever are more stringent. architecture and interior design
Sign ture Jeffrey Tsumura 5.508.2.2.2.2 Seal caps. If designed for it, the cap shall have a 2290 North First Street#304,San Jose,CA 95131
P 408.977.0606-F 408.298.4245
Case Manager Indoor Moisture and Radon Control neoprene O-ring in place. www.habitec.com
5.505.1 Indoor moisture control. Buildings shall meet or exceed the 5.508.2.2.2.2.1 Chain tethers. Chain tethers to fit over the stem ❑ ❑
provisions of California Building Code, CCR, Title 24, Part 2, Sections 1202 ® ❑ are required for valves designed to have seal caps.
(Ventilation) and Chapter 14 (Exterior Walls).
5.508.2.3 Refrigerated service cases. Refrigerated service cases holding ❑ ❑ PROJECT INFO:
Air Quality and Exhaust food products containing vinegar and salt shall have evaporator coils of
corrosion-resistant material, such as stainless steel; or be coated to
5.506.1 Outside air delivery. For mechanically or naturally ventilated spaces prevent corrosion from these substances.
in buildings, meet the minimum requirements of Section 120.1 of the ❑ ❑ 5.508.2.3.1 Coil coating. Consideration shall be given to the heat ❑ ❑
California Energy Code, CCR, Title 24, Part 6 and Chapter 4 of CCR, Title 8 transfer efficiency of coil coating to maximize energy efficiency. F G O 1
or the applicable local code, whichever is more stringent.'
5.508.2.4 Refrigerated receivers. Refrigerant receivers with capacities C DA PLANT
5.506.2 Carbon dioxide (CO2) monitoring. For buildings equipped with greater than 200 pounds shall be fitted with a device that indicates the ❑ ❑demand control ventilation, CO2 sensors and ventilation controls shall be ❑ ❑ level of refrigerant in the receiver. 18922 FORGE DRIVE
specified and installed in accordance with the requirements of the latest edition
of the California Energy Code, Section 120.1(c)(4).' 5.508.2.5. Pressure testing. The system shall be pressure tested during ❑ ❑
installation prior to evacuation and charging. CUPERTINO, CA 95014
Environmental Comfort
5.508.2.5.1 Minimum pressure. The system shall be charged with ❑ ❑
5.507.4 Acoustical control. Employ building assemblies and components regulated dry nitrogen and appropriate tracer gas to bring system
with STC values determined in accordance with ASTM E 90 and ASTM E 413. ❑ ❑ pressure up to 300 psig minimum.
5.508.2.5.2 Leaks. Check the system for leaks, repair any leaks, and ❑ ❑
5.507.4.1. Exterior noise transmission, prescriptive method. Wall and retest for pressure using the same gauge.
floor-ceiling assemblies exposed to the noise source making up the CLIENT:
building envelope shall have exterior wall and roof ceiling assemblies 5.508.2.5.3 Allowable pressure change. The system shall stand,
meeting a composite STC rating of at least 50 or a composite OITC rating ❑ ❑ unaltered, for 24 hours with no more than a +/-one pound pressure ❑ ❑
of no less than 40 with exterior windows of a minimum STC of 40 or OITC change from 300 psig, measured with the same gauge.
of 30 in the locations described in Items 1 and 2. Also applies to addition
envelope or altered envelope. 5.508.2.6 Evacuation. The system shall be evacuated after pressure ❑ ❑
5.507.4.1.1 Noise exposure where noise contours are not readily ❑ ❑ testing and prior to charging.
available. Buildings exposed to a noise level of 65 dB Leq-1 Hr during
any hour of operation shall have exterior wall and roof-ceiling 5.508.2.6.1 First vacuum. Pull a system vacuum down to at least 1000 ❑ ❑
assemblies exposed to the noise source meeting a composite STC microns (+/- 50 microns), and hold for 30 minutes.
rating of at least 45 (or OITC 35), with exterior windows of a minimum 5.508.2.6.2 Second vacuum. Pull second system vacuum to a minimum ❑ ❑
STC of 40 (or OITC 30).Also applies to addition or alteration exterior of 500 microns and hold for 30 minutes.
wall.
5.508.2.6.3 Third vacuum. Pull a third vacuum down to a minimum of ❑ ❑
5.507.4.2 Performance method. For buildings located as defined in 300 microns, and hold for 24 hours with a maximum drift of 100 microns
Sections A5.507.4.1 or A5.507.4.1.1, wall and roof-ceiling assemblies over a 24-hour period.
making up the building envelope shall be constructed to provide an interior
noise environment attributable to exterior sources that does not exceed an ❑ ❑
hourly equivalent noise level (Leq-1 Hr)of 50 dBA in occupied areas during
any hour of operation. Also applies to addition envelope or altered
envelope.
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.
Page 9 of 12 CalGreen Non-Res Checklist.doc revised 0110112020 Page 11 of 12 CalGreen Non-Res Checklist.doc revised 0110112020
5.507.4.2 Interior sound. Wall and floor-ceiling assemblies separating CALGREEN SIGNATURE DECLARATIONS
tenant spaces and tenant spaces and public places shall have an STC of
at least 40. Project Name: FG01 equipment yard
Outdoor Air Quality Project Address: 18922 Forge Drive, Cupertino, CA
5.508.1 Ozone depletion and greenhouse gas reductions. Installations of Project Description: replacement of existing equipment in existing yard NO. DESCRIPTION: DATE:
HVAC, refrigeration and fire suppression equipment shall comply with Sections
5.508.1.1 and 5.508.1.2.
BACKGROUNDS 05/06/2021
5.508.1.1 Chlorofluorocarbons (CFCs). Install HVAC and refrigeration ❑ ❑ SECTION 1 — DESIGN VERIFICATION
equipment that does not contain CFCs. - CITY SUBMITTAL 05/17/2021
Complete all lines of Section 1 —"Design Verification" and submit the completed checklist (Columns 1 and 2)with the
5.508.1.2 Halons. Install HVAC, refrigeration and fire suppression ❑ ❑ plans and building permit application to the Building Department.
equipment that do not contain Halons.
The owner and design professional responsible for compliance with CalGreen Standards have revised the plans and
5.508.2 Supermarket refrigerant leak reduction. New commercial certify that the items checked above are hereby incorporated into the project plans and will be implemented into the
refrigeration systems shall comply with the provisions of this section when project in accordance with the requirements set forth in the 2019 California Green Building Standards Code as
installed in retail food stores 8,000 square feet or more conditioned area, and adopted by the City of Cupertino.
that utilize either refrigerated display cases, or walk-in coolers or freezers {� �� `
connected to remote compressor units or condensing units. The leak reduction ❑ ❑ �"" 5/12/2021
measures apply to refrigeration systems containing high-global-warming Owner's Signature Date
potential (high-GWP) refrigerants with a GWP of 150 or greater. New
refrigeration systems include both new facilities and the replacement of Carl Bacon, for Apple, Inc.
existing refrigeration systems in existing facilities. Own I NarnY(P4se Print)
5.508.2.1 Refrigerant piping. Piping compliant with the California 5/13/2021
Mechanical Code shall be installed to be accessible for leak protection and esign Professional's Signature Date
repairs. Piping runs using threaded pipe, copper tubing with an outside ❑ ❑ Brice Colton
diameter(OD) less than 1/4 inch, flared tubing connections and short
radius elbows shall not be used in refrigerant systems except as noted ZQ9;
me (Please Print)
below.
5/13/2021
5.508.2.1.1 Threaded pipe. Threaded connections are permitted at the ❑ ❑ ignature of License Professional responsible for CalGreen compliance Date
compressor rack. Brice Colton (858)472-8606
5.508.2.1.2 Copper pipe. Copper tubing with an OD less than '/4 inch Name of License Professional responsible for CalGreen compliance(Please Print) Phone
may be used in systems with a refrigerant charge of 5 pounds or less. ❑ ❑ bcolton@habitec.com
5.508.2.1.2.1 Anchorage. One-fourth-inch OD tubing shall be
Email Address for License Professional responsible for CalGreen compliance
❑ ❑
securely clamped to a rigid base to keep vibration levels below 8 mils.
5.508.2.1.3 Flared tubing connections. Double-flared tubing ❑ ❑ SECTION 2 — IMPLEMENTATION VERIFICATION
connections may be used for pressure controls, valve pilot lines and oil.
5.508.2.1.4 Elbows. Short radius elbows are only permitted where Complete, sign and submit the competed checklist, including column 3, together with all original signatures on Section
space limitations prohibited use of long radius elbows. ❑ ❑ 2 to the Building Department prior to Building Department final inspection.
5.508.2.2.Valves. Valves and fittings shall comply with the California I have inspected the work and have received sufficient documentation to verify and certify that the project identified
Mechanical Code and as follows. ❑ ❑ above was constructed in accordance with this Green Building Checklist and in accordance with the requirements of
the 2019 California Green Building Standards Code as adopted by the City of Cupertino.
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 Signature of License Professional responsible for CalGreen compliance Date
vessel and the inlet of the pressure relief valve. SED ARCy7�
G tc
5.508.2.2.1.1 Pressure detection. A pressure gauge, pressure Name of License Professional responsible for CalGreen compliance(Please Print) Phone J. B R I C E C�
transducer or other device shall be installed in the space between the ❑ ❑ COLTON
rupture disc and the relief valve inlet to indicate a disc rupture or C-38273
discharge of the relief valve. Email Address for License Professional responsible for CalGreen compliance
30 SEP 2023
RENEWAL
S% DATE �Q
Page 10 of 12 CalGreen Non-Res Checklist.doc revised 0110112020 Page 12 of 12 CalGreen Non-Res Checklist.doc revised 0110112020 OF CAL�FO��
PROJECT NO: 1587-7
SCALE: N/A
DRAWN BY:
CALGREEN NOTES: REVIEWED BY:
1. THE CONTRACTOR SHALL USE A WASTE MANAGEMENT FACILITY APPROVED BY THE CITY OF CUPERTINO.
2. THE CONTRACTOR SHALL TRACK ALL RECYCLING IN A MANNER APPROVED BY THE CITY OF CUPERTINO. TABLE 5.504.4.3 VOC CONTENT LIMITS FOR ARCHITECTURAL COATINGS APPROVED BY:
3. BEFORE A NEW SPACE-CONDITIONING SYSTEM IS OPERATED FOR NORMAL USE,THE CONTRACTOR SHALL FLAT COATINGS 50 MASTIC TEXTURE COATINGS 100 ADHESIVE VOC LIMIT SEALANT VOC LIMIT FORMALDEHYDE LIMITS
BALANCE THE SYSTEM. NONFLAT COATINGS 100 METALLIC PIGMENTED COATINGS 500
4. AFTER THE COMPLETION OF TESTING, ADJUSTING, AND BALANCING,THE PERSON RESPONSIBLE FOR SUCH NONFLAT HIGH GLOSS COATINGS 150 MULTICOLOR COATINGS 250 APPLICATION CURRENT VOC SEALANTS CURRENT VOC PRODUCT CURRENT LIMIT
ACTIVITIES SHALL PROVIDE A SIGNED FINAL REPORT. SPECIALTY COATINGS PRETREATMENT WASH PRIMERS 420 LIMIT LIMIT
5. PRIOR TO FULL OCCUPANCY,THE CONTRACTOR SHALL PROVIDE THE BUILDING OWNER WITH MAINTENANCE ALUMINUM ROOF COATINGS 400 PRIMERS, SEALERS AND UNDERCOATERS 100 INDOOR CARPET ADHESIVE 50 ARCHITECTURAL 250 HARDWOOD 0.05
AND OPERATIONS MANUALS FOR ALL NEW EQUIPMENT, INCLUDING MECHANICAL, ELECTRICAL,AND BASEMENT SPECIALTY COATINGS 400 REACTIVE PENETRATING SEALERS 350 CARPET PAD ADHESIVE 50 NONPOROUS VENEER CORE
PLUMBING EQUIPMENT. BITUMINOUS ROOF COATINGS 50 RECYCLED COATINGS 250
6. TEMPORARY HVAC FILTERS SHALL BE IN PLACE DURING CONSTRUCTION, AND SHALL BE AT LEAST MERV 8. BITUMINOUS ROOF PRIMERS 350 ROOF COATINGS 50 RUBBER FLOOR ADHESIVE 60 COATING CURRENT VOC HARDWOOD 0.05 CUPERTINO
7. DUCTS AND MECHANICAL EQUIPMENT SHALL BE COVERED DURING CONSTRUCTION. BOND BREAKERS 350 RUST PREVENTATIVE COATINGS 250 SUBFLOOR ADHESIVE 50 LIMIT COMPOSITE CORE
8. ADHESIVES, SEALANTS, CAULKS, PAINTS, AND COATINGS SHALL COMPLY WITH THE VOC LIMITS LISTED ON THIS CONCRETE CURING COMPOUNDS 350 SHELLAC, CLEAR: 730
SHEET. CONCRETE/MASONRY SEALERS 100 SHELLAC, OPAQUE: 550 CERAMIC TILE ADHESIVE 65 FLAT COATING 50 PARTICLE BOARD 0.09 CALGREEN CHECKLIST
9. COMPOSITE WOOD PRODUCTS SHALL COMPLY WITH THE FORMALDEHYDE LIMITS LISTED ON THIS SHEET. DRIVEWAY SEALERS 50 SPECIALTY PRIMERS,SEALERS,AND 100 VCT ADHESIVE 50 NONFLAT COATING 100 MEDIUM DENSITY 0.11
10. PRIOR TO OCCUPANCY,THE CONTRACTOR SHALL PROVIDE REGULARLY OCCUPIED AREAS OF THE BUILDING DRY FOG COATINGS 150 UNDERCOATERS FAUX FINISHING COATINGS 350 STAINS 250 FIBERBOARD (CONT'D)
WITH AIR FILTRATION MEDIA FOR OUTSIDE AND RETURN AIR THAT PROVIDES AT LEAST MERV 13. COVE BASE ADHESIVE 50
11. IF THE BUILDING INCLUDES DEMAND-CONTROLLED VENTILATION,THEN CO2 SENSORS AND VENTILATION FIRE RESISTIVE COATINGS 350 STONE CONSOLIDANTS 450 MULTIPURPOSE 70 NONFLAT HIGH GLOSS 150 THIN MEDIUM DENSITY 0.13
CONTROLS SHALL BE PROVIDED IN ACCORDANCE WITH THE 2016 CALIFORNIA ENERGY CODE. FLOOR COATINGS 100 SWIMMING POOL COATINGS 340 CONSTRUCTION ADHESIVE COATING FIBERBOARD
12. COPPER METAL ROOFING, COPPER GRANULE-CONTAINING ASPHALT SHINGLES, COPPER GUTTERS AND FORM-RELEASE COMPOUNDS 250 TRAFFIC MARKING COATINGS 100
DOWNSPOUTS, AND OTHER EXTERIOR ORNAMENTAL COPPER ARE NOT PERMITTED FOR USE ON ANY GRAPHIC ARTS COATINGS SIGN PAINTS 500 TUB AND TILE REFINISH COATINGS 420
COMMERCIAL OR INDUSTRIAL BUILDING IN THE CITY OF CUPERTINO. HIGH-TEMPERATURE COATINGS 420 WATERPROOFING MEMBRANES 250
INDUSTRIAL MAINTENANCE COATINGS 250 WOOD COATINGS 275
LOW SOLIDS COATINGS 120 WOOD PRESERVATIVES 350
MAGNESITE CEMENT COATINGS 450 ZINC-RICH PRIMERS 340
CALGREEN NOTES 1 VOC LIMITS 3
1000301
CLIENT PROJECT NO. TBD
KEY NOTES LEGEND ARCHITECT:
Community Development Department _ _
— — — — — —
Planning Division — Cupertino �\ — — I I El (E) ACCESSIBLE BUILDING ENTRY TO REMAIN. PROPERTY LINE
CUPERTINO APPROVED \
i ❑2 (E) BUILDING TO REMAIN.
Case # DIR-2022-002
� -1 (E) LANDSCAPE AND TREE TO REMAIN.
Application Number(s) ` i i I i ❑3 (E) DRIVEWAY ENTRY TO REMAIN.
Approval Body: Director/Staff I habitec
(E) PARKING STALLS TO REMAIN.
Approva I Date 05/25/22 architecture and interior design
I I — — J
Signature Jeffrey Tsumura i I _ I I ❑5 (E) ACCESSIBLE PARKING STALLS TO REMAIN. 2290 North First street#804,San Jose,CA 95131
I
Case Manager I P 408.977.0606-F 408.298.4245-� www.habitec.com
I ❑6 (E) ELECTRIC VEHICLE CHARGING STALLS TO REMAIN.
I L _ J _ _ I
F —1 I I ❑7 (E) ACCESSIBLE CURB RAMP (MAX 8.33%SLOPE) TO REMAIN.
� (E) ACCESSIBLE PARKING SIGN TO REMAIN.
PROJECT INFO:
II �
\\ // I I I I ❑9 (E) SITE ACCESSIBLE TOW-AWAY SIGN TO REMAIN.
� _ _ J ; ❑
I I 10 (E) ACCESSIBLE WALK TO REMAIN. GENERAL NOTES
II
FG01
(E) PATIO TO REMAIN.
1. WALKS AND SIDEWALKS SHALL BE A CONTINUOUS COMMON SURFACE, NOT INTERRUPTED BY STEPS OR BY CDA PLANT
I 12 (E) LANDSCAPING TO REMAIN. ABRUPT CHANGES IN LEVEL EXCEEDING 1/2 INCH, AND SHALL BE A MINIMUM OF 48 INCHES IN WIDTH.
I 2. SURFACE CROSS SLOPES SHALL NOT EXCEED 1/4 INCH PER FOOT.
13 (E) TRASH ENCLOSURE TO REMAIN. 3. WHEN THE SLOPE IN THE DIRECTION OF TRAVEL OF ANY WALK EXCEEDS 1:20, IT SHALL COMPLY WITH THE 18922 FORGE DRIVE
LL_ ___� 1 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - � __ === _J� PROVISIONS FOR PEDESTRIANS NGESINLEVELALONG S. CUPERTINO CA 95014
14 (E) EQUIPMENT TO REMAIN. 4. ABRUPT CHANGES IN LEVEL ALONG ANY ACCESSIBLE ROUTE SHALL NOT EXCEED 1/2 INCH. WHEN CHANGES IN ,
LEVEL DO OCCUR,THEY SHALL BE BEVELED WITH A SLOPE NO GREATER THEN 1:2 EXCEPT THAT LEVEL CHANGES
(E) BOLLARDS TO REMAIN. NOT EXCEEDING 1/2 INCH NOT BE VERTICAL. WHEN CHANGES IN LEVELS GREATER THAN 1/2 INCH ARE
NECESSARY THEY SHALL COMPLY WITH THE REQUIREMENTS FOR RAMPS.
16 REMOVE (E) FENCE AND ROOF AROUND (E) EQUIPMENT YARD. 5. SURFACE SLOPES OF ACCESSIBLE PARKING SPACES SHALL NOT EXCEED 1/4 INCH PER FOOT IN ANY DIRECTION.
/ \ 14 15 16 18 17 17 1/4" = 1 1-01I 6. ALL DAMAGED OR DETERIORATE FIRE LANE MARKING SHALL BE RE-STRIPED
I� _ / \ _ 0 1 2 4 8 1 2 17 REMOVE (E) EQUIPMENT FROM YARD. 7. ALL CURBS WHICH OUTLINE THE FIRE LANE SHALL BE PAINTED RED WITH WHITE LETTERING READING"NO CLIENT:
PARKING - FIRE LANE".THE TEXT SHALL BE FOUR INCHES TALL AND SHALL BE PLACED EVERY 30 FEET OR PORTION
18 REMOVE (E) BOLLARDS FROM YARD. THEREOF, ON TOP OF DESIGNATED CURBING.
1/4"= 1'-0'I ENLARGED DEMO SITE PLAN PLAN 9 8. ACCESSIBLE ROUTE, OTHER THAN RAMPS, SHALL HAVE A MAXIMUM RUNNING SLOPE OF 1:20 AND A MAXIMUM
7 CROSS-SLOPE OF 1:48.
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1 PLAN CHECK COMMENTS 07/08/2021
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THE SCOPE OF WORK PROPOSED BY THIS PROJECT IS LIMITED TO THE EQUIPMENT ENCLOSURE.
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CLIENT PROJECT NO. TBD
KEY NOTES LEGEND ARCHITECT:
Community Development Department
Planning Division - Cupertino l� (E) ACCESSIBLE BUILDING ENTRY TO REMAIN. — - - — PROPERTY LINE
CUPERT o APPROVED - — — — - ACCESSIBLE PATH OF TRAVEL
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Cas DIR-2022-002 �2 (E) BUILDING TO REMAIN. �2
Application Number(s) 3 (E) DRIVEWAY ENTRY TO REMAIN. E LANDSCAPE AND TREE.
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App va I Body: Director/Staff h a b ite c
App va I Date 05/25/22 ❑4 (E) PARKING STALLS TO REMAIN.
architecture and interior design
Signature Jeffrey Tsumura ❑5 (E) ACCESSIBLE PARKING STALLS TO REMAIN. 2290 North First Street#304,San Jose,CA 95131
P 408.977.0606-F 408.298.4245
Case Manager www.habitec.com
�6 (E) ELECTRIC VEHICLE CHARGING STALLS TO REMAIN.
❑7 (E) ACCESSIBLE CURB RAMP (MAX 8.33%SLOPE) TO REMAIN.
❑8 (E) ACCESSIBLE PARKING SIGN TO REMAIN. PROJECT INFO:
❑9 (E) SITE ACCESSIBLE TOW-AWAY SIGN TO REMAIN.
10 (E) ACCESSIBLE WALK TO REMAIN. GENERAL NOTES
11 (E) PATIO TO REMAIN. FGO 1
E
1. WALKS AND SIDEWALKS SHALL BE A CONTINUOUS COMMON SURFACE, NOT INTERRUPTED BY STEPS OR BY 12C DA PLANT
(E) LANDSCAPING TO REMAIN. ABRUPT CHANGES IN LEVEL EXCEEDING 1/2 INCH, AND SHALL BE A MINIMUM OF 48 INCHES IN WIDTH. Q
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13 18922�JQ
22 FORGE DRIVE
(E) TRASH ENCLOSURE TO REMAIN. 3. WHEN THE SLOPE IN THE DIRECTION OF TRAVEL OF ANY WALK EXCEEDS 1:20, IT SHALL COMPLY WITH THE
PROVISIONS FOR PEDESTRIANS RAMPS. C O P E RT I N O CA 95014
14 (E) EQUIPMENT TO REMAIN. 4. ABRUPT CHANGES IN LEVEL ALONG ANY ACCESSIBLE ROUTE SHALL NOT EXCEED 1/2 INCH. WHEN CHANGES IN
LEVEL DO OCCUR,THEY SHALL BE BEVELED WITH A SLOPE NO GREATER THEN 1:2 EXCEPT THAT LEVEL CHANGES
15 (E) BOLLARDS TO REMAIN. NOT EXCEEDING 1/2 INCH NOT BE VERTICAL. WHEN CHANGES IN LEVELS GREATER THAN 1/2 INCH ARE
NECESSARY THEY SHALL COMPLY WITH THE REQUIREMENTS FOR RAMPS.
16 (N) FENCE AROUND (E) EQUIPMENT YARD. 5. SURFACE SLOPES OF ACCESSIBLE PARKING SPACES SHALL NOT EXCEED 1/4 INCH PER FOOT IN ANY DIRECTION.
6. ALL DAMAGED OR DETERIORATE FIRE LANE MARKING SHALL BE RE-STRIPED r
17 (N) EQUIPMENT IN (E) YARD. 7. ALL CURBS WHICH OUTLINE THE FIRE LANE SHALL BE PAINTED RED WITH WHITE LETTERING READING "NO CLIENT:
PARKING - FIRE LANE".THE TEXT SHALL BE FOUR INCHES TALL AND SHALL BE PLACED EVERY 30 FEET OR PORTION
THEREOF, ON TOP OF DESIGNATED CURBING.
8. ACCESSIBLE ROUTE, OTHER THAN RAMPS, SHALL HAVE A MAXIMUM RUNNING SLOPE OF 1:20 AND A MAXIMUM
CROSS-SLOPE OF 1:48.
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CLIENT PROJECT NO. TBD
GENERAL NOTES KEY NOTES LEGEND ARCHITECT:
Community Development Department
Planning Division — Cupertino 1. WALKS AND SIDEWALKS SHALL BE A CONTINUOUS COMMON SURFACE, NOT INTERRUPTED BY STEPS OR BY (E) WALL TO REMAIN.
tUPERT o APPROVED ABRUPT CHANGES IN LEVEL EXCEEDING 1/2 INCH, AND SHALL BE A MINIMUM OF 48 INCHES IN WIDTH.
Cas DIR-2022-002 2. SURFACE CROSS SLOPES SHALL NOT EXCEED 1/4 INCH PER FOOT. 11 (E) ELECTRICAL EQUIPMENT TO REMAIN.
3. WHEN THE SLOPE IN THE DIRECTION OF TRAVEL OF ANY WALK EXCEEDS 1:20, IT SHALL COMPLY WITH THE Oh
ApplicationNumber(s) PROVISIONS FOR PEDESTRIANS RAMPS. ❑3 (E) BOLLARD TO REMAIN. ei
App va I Body: Director/Staff 4. ABRUPT CHANGES IN LEVEL ALONG ANY ACCESSIBLE ROUTE SHALL NOT EXCEED 1/2 INCH. WHEN CHANGES IN habitec
LEVEL DO OCCUR, THEY SHALL BE BEVELED WITH A SLOPE NO GREATER THEN 1:2 EXCEPT THAT LEVEL CHANGES a (E) RAISED CONCRETE PAD TO REMAIN.
App vaI Date 05/25/22 NOT EXCEEDING 1/2 INCH NOT BE VERTICAL. WHEN CHANGES IN LEVELS GREATER THAN 1/2 INCH ARE architecture and interior design
NECESSARY THEY SHALL COMPLY WITH THE REQUIREMENTS FOR RAMPS. a (N) RAISED CONCRETE PAD, ±4"TALL, SEE STRUCTURAL DRAWINGS. 2290 North First street#304,San Jose,CA 95131
Signature Jeffrey Tsumura 5. SURFACE SLOPES OF ACCESSIBLE PARKING SPACES SHALL NOT EXCEED 1/4 INCH PER FOOT IN ANY DIRECTION. P 408.977.0606-F 408.298.4245
Case Manager www.habitec.com
6. ALL DAMAGED OR DETERIORATE FIRE LANE MARKING SHALL BE RE-STRIPED a (N) TUBE STEEL POST, ±6"SQUARE, HEIGHT VARIES FROM ±9'-0"TO ±1 1'-0", SEE STRUCTURAL DRAWINGS.
7. ALL CURBS WHICH OUTLINE THE FIRE LANE SHALL BE PAINTED RED WITH WHITE LETTERING READING"NO
PARKING- FIRE LANE". THE TEXT SHALL BE FOUR INCHES TALL AND SHALL BE PLACED EVERY 30 FEET OR PORTION ❑7 (N) 1 x6 WOOD SLATS FASTENED TO STEEL POSTS.
THEREOF, ON TOP OF DESIGNATED CURBING.
8. ACCESSIBLE ROUTE, OTHER THAN RAMPS, SHALL HAVE A MAXIMUM RUNNING SLOPE OF 1:20 AND A MAXIMUM ❑8 (N) GATE CONSISTING OF 1 x6 WOOD SLATS OVER A STEEL FRAME. PROJECT INFO:
CR S -SLOP OF 1 48.
1 9. COPPER METAL ROOFING, COPPER GRANULE-CONTAINING ASPHALT SHINGLES, COPPER GUTTERS AND (N) EQUIPMENT: AIR COMPRESSOR. SEE MECHANICAL DRAWINGS FOR SPECIFICATION.
DOWNSPOUTS, AND/OR OTHER EXTERIOR ORNAMENTAL COPPER ARE NOT PERMITTED FOR USE ON ANY SEE STRUCTURAL DRAWINGS FOR ANCHORAGE.
COMMERCIAL OR INDUSTRIAL BUILDING IN THE CITY OF CUPERTINO.
10 SEE STRUCTURAL AL D FOR ANCHORAGE.
AIR DRYER.SEE MECHANICAL
DRAWINGS DRAWINGS FOR SPECIFICATION.
FG01
11 (N) EQUIPMENT:l SEE STTRUCTU AL DIRAWINDING TANK. SEE GS FOR ANCHORAGE.MECHANICAL DRAWINGS FOR SPECIFICATION. CDA PLANT
12 (N) TUBE STEEL TOPCOAT THAT OMAATCHES OF TIH NG E STANDING-SEAM META, SEE STRUCTURAL
ROOF.PAINT WITH AZINC-RICH PRIMER AND A 18922 FORGE DRIVE
13 (N) COMPOSITE
E DECK A STEEL
CONSISTING
OF FIR -R SISTAN -TR ATEDD AND PRESSURE-TREATED PLYWOOD OVER C U P E RT I N O, CA 95014
GALVANIZED
14 (N) STANDING-SEAM METAL ROOF SYSTEM, BERRIDGE"CEE-LOCK"24-GAUGE STEEL ROOF IN COLOR
"ZINC GRAY", OR APPROVED EQUAL.
15 (N) GALVANIZED SHEET STEEL FLASHING AROUND ROOF PERIMETER. AT BUILDING, SEAL (N) FLASHING TO (E)
CONCRETE WALL. PAINT TO MATCH STANDING-SEAM METAL ROOF. r
CLIENT:
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- CITY SUBMITTAL 05/17/2021
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EQUIPMENT YARD SECTION 16 ENLARGED EQUIPMENT YARD FENCE AND FOUNDATION PLAN 4
CLIENT PROJECT NO. TBD
FENCE SCOPE DESCRIPTION ARCHITECT:
Community Development Department
Planning Division — Cupertino 1. THE EXISTING EQUIPMENT YARD FENCE SHOWN IN THESE PHOTOS WILL BE REMOVED AND REPLACED.
CUPERT o APPROVED 2. THE NEW FENCE WILL SIT ON THE SAME FOOTPRINT AS THE EXISTING FENCE SHOWN HERE.THE GATES WILL BE
Cas DIR-2022-002 EXISTING FENCE TO BE REPLACED. APPROXIMATELY IN THE SAME LOCATIONS.
3. THE NEW CLEAN DRY AIR (CDA) EQUIPMENT IS TALLER THAN THE EXISTING CDA EQUIPMENT.THEREFORE,THE ri h
Application Number(s) NEW FENCE WILL BE TALLER THAN THE EXISTING FENCE AND THE NEW SHED ROOF WILL BE TALLER THAN THE
EXISTING SHED ROOF. habitec
App va I Body: Director/StafF 4. THE DESIGN AND MATERIALS OF THE NEW FENCE ARE SIMILAR TO THE DESIGN AND MATERIALS OF THE OTHER
App va I Date 05/25/22 NEW FENCES PROPOSED IN APPLICATION ASA-2021-002.THE NEW FENCE WILL CONSIST OF STEEL POSTS WITH architecture and interior design
Signature Jeffrey Tsumura STAINED AND SEALED HORIZONTAL IPE BOARDS.
2290 North First Street#304,San Jose,CA 95131
P 408.977.0606-F 408.298.4245
Case Manager www.habitec.com
PROJECT INFO:
FG01
CDA PLANT
18922 FORGE DRIVE
CUPERTINO, CA 95014
r
CLIENT:
.f
i.
EXISTING FENCE TO BE REPLACED.
EXISTING FENCE IS±6'-0"TALL.
NEW FENCE MATERIAL CONCEPT.SEE SHEET A1.3
FOR SPECIFICATIONS, PLANS,AND ELEVATIONS.
NO. DESCRIPTION: DATE:
EXISTING EQUIPMENT ENCLOSURE PHOTO 6 NEW FENCE CONCEPT 2 - BACKGROUNDS 05/06/2021
- CITY SUBMITTAL 05/17/2021
1
1 PLAN CHECK COMMENTS 07/08/2021
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J. BRICE
COLTON
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PROJECT NO: 1587-7
SCALE:
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REVIEWED BY:
APPROVED BY:
EXISTING EQUIPMENT
ENCLOSURE PHOTOS
EXISTING EQUIPMENT ENCLOSURE PHOTO 8
CLIENT PROJECT NO. TBD
ARCHITECT:
Community Development Department
Planning Division — Cupertino GALVANIZED SHEET METAL
CUPERT o APPROVED FLASHING PAINTED GRAY TO TUBE STEEL POST,SEE STRUCTURAL
MATCH ROOF.SEAL TO BUILDING DRAWINGS FOR EXACT SIZE AND
z AND LAP OVER ROOF. ANCHORAGE DETAIL. FINISH WITH A
Cas - - ZINC-RICH PRIMER AND GRAY
Application Number(s)
TOPCOAT. habitec
App Va I Body: Director/Staff STANDING SEAM METAL ROOF
App va I Date 05/25/22 SYSTEM. L2x2 STEEL ANGLE FASTENED TO architecture and interior design
Signature Jeffrey Tsumura I~ —-_-- — — — — — — — POST AND TO WOOD FENCE 2290 North First Street#304,San Jose,CA 95131
Case Manager — — — BOARDS. FINISH WITH A P 408.977.0606-F 408.298.4245
ri h
ZINC-RICH PRIMER AND GRAY www.habitec.com
COMPOSITE DECK CONSISTING TOPCOAT.
OF TREATED PLYWOOD AND
CORRUGATED METAL DECK.
SEE STRUCTURAL DRAWINGS.
PROJECT INFO:
------------- t L_�t ———
1 x6 IPE SLATS, ORIENTED VERTICALLY,
TUBE STEEL ROOF FRAME, SEE
ED AND SEALED, MATCH
STRUCTURAL DRAWINGS. FINISH 1/2 STAIN FG01
WOOD SLATS USED ON OTHER NEW
WITH A ZINC-RICH PRIMER AND FENCES AROUND THE SITE.
2„ GRAY TOPCOAT TO MATCH ROOF. C DA PLANT
MIN.
18922 FORGE DRIVE
CUPERTINO, CA 95014
(E) CONCRETE WALL TO REMAIN.
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CLIENT:
SCALE: 3"= Y-0° EQUIPMENT YARD ROOF EDGE AT BUILDING 5 SCALE: 3" V-0" EQUIPMENT YARD FENCE �
GALVANIZED SHEET METAL TUBE STEEL POSTS.
FLASHING PAINTED GRAY TO
MATCH ROOF. LAP OVER FIRST
SEAM OF ROOF AND FOLD DOWN
SIDE OF STEEL FRAME.
x x _ (4) HEAVY-DUTY 5-KNUCKLE
STANDING SEAM METAL ROOF x HINGES PER GATE.
SYSTEM. x x
x x DIAGONAL TENSION ROD WITH
I jFL
x x TURNBUCKLE.
x x
x x
x x GATE FRAME BUILT UP FROM
COMPOSITE DECK CONSISTING x Ix WELDED STEEL ANGLES.
OF TREATED PLYWOOD AND x x
x x
CORRUGATED METAL DECK. x x
SEE STRUCTURAL DRAWINGS. x TUBE STEEL POSTS.
x
x x
x x Q
x x
O�
x x
x x ELECTRIFIED MORTISE LOCK,
TUBE STEEL ROOF FRAME, SEE x x SECURE FROM OUTSIDE,
STRUCTURAL DRAWINGS. FINISH x o x
x x ALWAYS FREE FOR EGRESS
WITH AZINC-RICH PRIMER AND x x FROM INSIDE.
GRAY TOPCOAT TO MATCH ROOF. —Q x x
x x
- x x
—� x x
x x CRANE BOLTS ON
Z x x INTERIOR FACE OF
—� x x
_ x x EACH DOUBLE GATE.
10
_M x x
x x
NO. DESCRIPTION: DATE:
SCALE: 3" = l'-O" EQUIPMENT YARD ROOF SIDE 6 SCALE: 1/2"= V-0° INTERIOR ELEVATION OF - BACKGROUNDS 05/06/2021
PERSONNEL GATE
- CITY SUBMITTAL 05/17/2021
TUBE STEEL POSTS.
1 PLAN CHECK COMMENTS 07/08/2021
STANDING SEAM METAL ROOF 8'-0"
SYSTEM.
2" Ix
x (4) HEAVY-DUTY
x 5-KNUCKLE HINGES
x PER A E.
x x DIAGONAL TENSION
COMPOSITE DECK CONSISTING x x ROD WITH TURNBUCKLE.
x x
IFOF TREATED PLYWOOD AND
CORRUGATED METAL DECK. x x GATE FRAME BUILT UP
SEE STRUCTURAL DRAWINGS. x x FROM WELDED STEEL
x x ANGLES.
10 x x
x x
x x TUBE STEEL POSTS.
Cl) x x
x x O
GALVANIZED SHEET METAL x x
FLASHING PAINTED GRAY TO x x
x x
MATCH ROOF.SEAL TO BUILDING x x FIXED PULL HANDLES
2" 4" AND LAP OVER ROOF. x I x ON INTERIOR FACE OF
x x EACH DOUBLE GATE.
TUBE STEEL ROOF FRAME, SEE x X x
STRUCTURAL DRAWINGS. FINISH x x
WITH A ZINC-RICH PRIMER AND x 'v x
GRAY TOPCOAT TO MATCH ROOF. x CRANE BOLTS ON
x Z x INTERIOR FACE OF
x x EACH DOUBLE GATE.
DOWNSPOUT, PAINTED.ALIGN TO x M x
COLUMN. DIRECT WATER x x
TOWARDS EXISTING STORM DRAIN
IN PARKING LOT.
SCALE: 3" = l'-O" EQUIPMENT YARD ROOF EDGE AT GUTTER SCALE: 1/2"= V-0" INTERIOR ELEVATION OF v��S-D Aj/R?
7 EQUIPMENT LOADING GATE J. BRICE
COLTON
C-38273
30 SEP 2023
RENEWAL
s> DATE �Q
9TF OF CgL�F���
PROJECT NO: 1587-7
SCALE:
DRAWN BY:
REVIEWED BY:
APPROVED BY:
DETAILS
801
CLIENT PROJECT NO. TBD