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RM-2021-034 Approved Plans Corr munity Devccrmg meNOTES & CONDITIONS GENERAL NOTES : SANITARY AND CONSTRUCTION NOTES: r 1 Planning Division - Tz yt pertlnno APPLICABLE CODES AND REGULATIONS: �•J CUPERTINO APPROVED 2019 CALIFORNIA BUILDING CODE (BASED ON 2018 IBC) I. INSTALL NEW PROPERTY LINE CLEANOUT TO DISTRICT'S STANDARDS. SEE ATTACHED Case# 1 . RNf+023U 3MG PLANS PREPARED BY GHY CONSULTING ENGINEERS, INC. 2019 CALIFORNIA RESIDENTIAL CODE (BASED ON 2018 IRC) DETAIL 9. PROPERTY LINE CLEANOUT MUST BE WITHIN 5 FEET OF THE PROPERTY LINE. AppIi;TA1iKNDFbVQNER, ARE INTENDED FOR USE ONLY ON THE PROPERTY 2019 CALIFORNIA MECHANICAL CODE (BASED ON 2018 UMC) CLEANOUT SHALL BE THE SAME DIAMETER AS THE STREET PORTION OF THE SERVICE Q 2019 CALIFORNIA PLUMBING CODE LATERAL. GRAVITY LATERAL IS 4" DIAMETER. (O.C. 4101) W FOR WHICH THEY WERE DESIGNED AND SHALL REMAIN THE PROPERTY (BASED ON 2018 UPC) > Approval Body: DirecWr tAt(aftONSULTING ENGINEERS. THE BUILDING PLANS ARE NOT 2019 CALIFORNIA ELECTRIC CODE EXISTING PROPERTY LINE CLEANOUT IS CAST IRON AND CORRODED. (BASED ON 2017 NEC) 2019 CALIFORNIA FIRE CODE (BASED ON 2018 IFC) Approval Date 02�0022DED TO BE COMPREHENSIVE AND IT SHALL BE THE 2019 CALIFORNIA ENERGY CODE - - - - 5ErVONSIBILITY OF THE GENERAL CONTRACTOR AND SUBCONTRACTORS 2019 CALIFORNIA GREEN BUILDING 2. CUPERTINO SANITARY DISTRICT INITIAL (VISUAL) INSPECTION REQUIRED. CONTRACTOR - - - - - - - - - - - - - - - - - Signature Brianne �r o, sli,� _, ,�-1 ML �, STANDARDS CODE SHALL LEAVE NEW PIPE INSTALLATION EXPOSED. DO NOT BACKFILL. OWNER TO CONTACT - - - - - - ER D / OR THE DESIGNER OR ANY NECESSARY CITY OF CUPERTINO MUNICIPAL CODE DISTRICT 48 HOURS PRIOR TO SCHEDULING A DISTRICT INSPECTOR FOR A VISUAL 5'W.C.E. rr CLARIFICATIONS OR MODIFICATIONS. INSPECTION. (O.C. 5203) 29 9 18 5 (ADDITION) 15'-4" 6.52' - - - 'ct t��7 2. ALL INFORMATION PERTAINING TO THE SITE SHALL REMAIN THE BUILDING DATA: 3.CUPERTINO SANITARY DISTRICT FINAL (CCTV) INSPECTION AND APPROVAL OF THE NEW OWNERS RESPONSIBILITY SITE INFORMATION SHALL INCLUDE LEGAL A.P.N. . 359-II-047 PROPERTY LINE CLEANOUT, POINT OF CONNECTION, AND DISTRICT LATERAL IS REQUIRED DESCRIPTION, DEED RESTRICTIONS, EASEMENTS, SITE SURVEYS,STREET ZONING : RI-7.5 PRIOR TO CLEARANCE FOR CITY OF CUPERTINO FINAL INSPECTION. OWNER MUST ALLOW ❑H ❑H 5 P.S.❑H ❑H ❑H F,� I�Hr ❑H ❑H ❑H ❑H ❑H AND UTILITY IMPROVEMENTS. GEOTECHNICAL INVESTIGATIONS AND TYPE OF CONSTRUCTION : V-B DISTRICT AT LEAST 48 HOURS' NOTICE TO SCHEDULE A DISTRICT INSPECTOR FOR A VIDEO TY L�IIV� / _=6' OCCUPANCY GROUP : R3 & U INSPECTION. DISTRICT TO PROVIDE BUILDING DEPARTMENT WITH WRITTEN NOTIFICATION REPORTS, GRADING AND EXCAVATION, LANDSCAPING, DRAINAGE, AND NUMBER OF STORY : ONEUPON COMPLETION OF INSPECTION. (O.C. 7102) OD ALL RELATED DATA. FIRE SPRINKLER : NO 12'' 0 FENCE ALONG LOT SIZE : 7,405 SF 4.STORM WATER SURFACE OR ROOF DRAINS AND OTHER GENERAL SURFACE WATER RUNOFF, - F� 5 P.S.E.- - - - - - �PITTOSPORUM PROPERTY LINE Z 3. THE OWNER SHALL BE RESPONSIBLE FOR NOTIFYING THE DESIGNER AND/OR YEAR BUILT: 1961 - �I > I� O z ENGINEER FOR ANY UNUSUAL OR UNFORESEEN STRUCTURAL CONDITIONS. SHALL NOT BE DISCHARGED To THE SANITARY SEWER. r- (E) LANDSCAP TOBIRA (NOTE 3) FLOOR AREA: (NOTES & 2 �- ^-^-^� DISCREPANCIES OR OMISSIONS WITHIN THE CONSTRUCTION DOCUMENTS OR ANY - 5'W.C.E. 0 DEVIATIONS OR CHANGES FROM THE DOCUMENTS BEFORE PROCEEDING WITH (E) FLOOR (LIVING AREA) = 1,780 SF 5.THE CUPERTINO SANITARY DISTRICT RECOMMENDS INSTALLING THE REQUIRED - - - - - - - - 4- - - •ct � ADDITION FLOOR AREA = 255 SF IMPROVEMENTS NEAR THE BEGINNING OF THE PROJECT IN CASE ANY UNFORESEEN ISSUES x THE WORK INVOLVED; OTHERWISE THEY WILL BE CONSIDERED ADEQUATE FOR PROPOSED FLOOR AREA = 2,035 SF ARISE WITH THE INSTALLATIONS. 15 -0 PROPER COMPLETION OF THE PROJECT. (E) 2-CAR GARAGE AREA = 471 SF 15' REAR SETBACK W z FLOOR AREA RATIO (%) 6.THE APPLICANT MAY POTENTIALLY BE REQUIRED TO UPGRADE THEIR SANITARY SEWER - - - - - - >••I 4. THE GENERAL CONTRACTOR AND EACH SUPERVISOR SHALL BE RESPONSIBLE = 2,506 SF : 7,405 SF LOWER LATERAL IF THE DISTRICT FINDS THE STRUCTURAL CONDITIONS OF THE PIPE TO ` \N O FOR CHECKING AND VERIFYING ALL DIMENSIONS AND MEASUREMENTS PRIOR TO = 34% < 40% (OK) BE UNSATISFACTORY. O 20' SETBACK P------------ --------- - - - - - - \RE ODEL COMMENCEMENT OF ANY WORK. CONTRACTOR SHALL BRING ANY - ; �� AREA #1 �� 0 ' MAX. LOT COVERAGE (%) p I 5% SLOP DISCREPANCIES TO THE DESIGNER AND OWNERS ATTENTION PRIOR TO I DEMO (E) ROOM N COVERED PORCH = 50 SF C) (12 SF) O� COMMENCING ANY WORK. IN THE EVENT WORK COMMENCED WITH FAILURE TO Q (N) 200-AMP COVERED TYP. (255 s \ \ O= (2506+50) SF : 7,405 SF (LOT AREA) NOTIFY BOTH THE DESIGNER AND OWNER. THE CONTRACTOR IS SOLELY SITE PLAN NOTES: ELEC. PANEL I11-11 RESPONSIBLE FOR ANY AND ALL, CORRECTIVE MEASURES OR ERRORS. = 35% < 45% (OK) o PATIO O 9' I. LANDSCAPE AREA IS DEFINED AS ALL THE PLANTING AREAS, TURF AREAS, AND WATER -' I GHT (E) A/C `J 5. THE GENERAL CONTRACTOR SHALL HOLD HARMLESS, INDEMNIFY AND DEFEND SCOPE OF WORK: FEATURES IN A LANDSCAPE INSTALLATION. THE LANDSCAPE AREA DOES NOT INCLUDE toI #Z CONDENSER M v THE DESIGNER AND ENGINEER FROM ANY ACTION INITIATED BY THE INITIAL FOOTPRINTS OF BUILDINGS OR STRUCTURES, SIDEWALKS, DRIVEWAYS, PARKING LOTS, OWNER OR ANY SUBSEQUENT OWNERS FOR CONSTRUCTION DEFICIENCIES, I. ADD 255 SF TO A NEW BATHROOM AND OFFICE IN THE DECKS, PATIOS, GRAVEL OR STONE WALKS, OTHER PERVIOUS OR NON-PERVIOUS 11.40' MODIFICATIONS OR SUCH CONDITIONS WHICH MAYBE BEYOND THE CONTROL OF REAR OF HOUSE. HARDSCAPES, AND OTHER NON-IRRIGATED AREAS DESIGNATED FOR NON-DEVELOPMENT \\ \ \� \\ \ \� ` REMO THE DESIGNER OR ENGINEER. 2. DEMOLISH (E) KITCHEN REMODEL, HALLWAY BATH ROOM (E.G. OPEN SPACES AND EXISTING WILDLAND OR NATIVE VEGETATION) \ \\ \\ \\ ARE 5'-0 AND CLOSETS. LAUNDRY ROOM, REMOVE L-SHAPE \ \ \ \ \ _ WALLS BETWEEN KITCHEN, DINING AND LIVING ROOM. 2. ALL (E) LANDSCAPES TO REMAIN UNCHANGED AND LEAVE IT AS IS. Q(tOFESS/pN 6. THESE DOCUMENTS ARE INTENDED FOR USE IN NEGOTIATED CONSTRUCTION TOTAL REMODEL AREA 950 SF. ` �� HUIHS CONTRACT AND, THEREFORE, MAY NOT SPECIFICALLY DETAIL OR SPECIFY 5. REMOVE AND RELOCATE (E) FURNACE OUT OF 3. ALL (E) WOOD FENCE 6' HEIGHT TO REMAIN UNCHANGED AND LEAVE IT AS IS. 0 \\ REMODEL MECHANIC ROOM TO ATTIC. REMOVE HALLWAY v v G MATERIALS AND / OR MANUFACTURERS. THE GENERAL CONTRACTOR SHALL CLOSETS, AND PART OF THIS SPACE TO BE ADDED TO f 4. REMOVE 4" CITRUS TREE AT ENTRY PORCH. ALL OTHER TREES TO REMAIN AND TO BE ll AREA #3 '\ �\ \ \ \ C9 No:C67655 rrn PROVIDE ALL SAMPLES AS REQUIRED. TO ASSIST THE OWNER IN MAKING PROTECTED IN PLACE. \ \.(550 SF) \\ � r7vr% a_,Kn_,)-4 t'' MATERIAL OR EQUIPMENT SELECTIONS OR COMPARISON. FOR THE PURPOSE OF (E) MASTER BATH, AND THEN RECONFIGURE HALLWAY v v a BATH, MASTER BATH, AND THIS SPACE (10'-10" X10'). ESTIMATING, THE GENERAL CONTRACTOR SHALL USE MATERIALS SELECTED BY 4. SPLIT (E) LAUNDRY ROOM SIZE (8'X14') INTO HALF. ROOF \ \ \ ` \\ EXISTIN SI - THE OWNER. OR IN THE ABSENCE OF OWNER, HE SHALL PROVIDE AN REMOVE AND LOCATE WASHER AND DRYER AT USEABLE REAR YARD CALCULATIONS : - SAVE \\ \ \\ ALLOWANCE AMOUNT. AND SO CONDITION ANY COST ESTIMATE. ALL MATERIALS 90-DEGREE TURN To THE LEFT. RELOCATE DOOR o \ \\ \\ \ STORY ` ., ABOUT 2'-6" TOWARD LEFT. ADD NEW POWDER ROOM LOT WIDTH FROM 20' SETBACK LINE = 70' In \ \ \ ` O �FOF CA��� SPECIFIED IN THESE DOCUMENTS SHALL BE INCLUDED IN ANY ESTIMATES. MIN. LOT AREA REQ'D FOR OPEN SPACE "' \ \ ` (I,780 S ) u7 (112 BATH) AND MUDROOM TO THE RIGHT. \ \ \ 6 WOOD 7. THE GENERAL CONTRACTOR SHALL REVIEW AND RECORD ALL EXISTING 5. REMOVE EXTERIOR WOOD SIDING ON FRONT of HOUSE 7o'x2o' = 1,40o SF o o \ \ \ `� FENCE 0 GHY CONSULTING ENGINEERS AND GARAGE. REPLACE IT WITH STUCCO FINISH. \ \ CONDITIONS. INCLUDING PAVED AREAS. HE SHALL MAKE KNOWN ALL EXISTING 6. ADD NEW ELECTRICAL VEHICLE CHARGER/RECEPTACLE w \ \\ \ (NOTE 3) \ \ STRUCTURAL ENGINEERING DAMAGED OR DISREPAIRED ITEMS AND CONDITIONS THAT MAY WORSEN DUE TO IN GARAGE. z I \ x w THE PROPOSED CONSTRUCTION. ALL EXISTING ITEMS AND CONDITIONS IN GOOD 7. UPGRADE (E) 100-4MP ELECTRICAL PANEL To 200-AMP. J I \ ® \ LIGHT z GARYYU,PE CONDITION SHALL BE MAINTAINED IN THEIR PRESENT CONDITION AND ANY y REPAIR OR DAMAGE WHICH OCCURS DURING CONSTRUCTION SHALL BE THE LIST OF DRAWINGS v v vv RESPONSIBILITY OF THE GENERAL CONTRACTOR. w \ \ \ \ \ \ a_ V A V A A 0 4" CITRUS TREE ROOF -/ LLJ A1.0 : SITE PLAN & GENERAL NOTES o (E) GAS \ \ EAVE a_ 8. THE CONSTRUCTION DOCUMENTS SHALL NOT BE CONSIDERED COMPLETE AND q2.o: EXISTING FLOOR PLAN & DEMO PLAN METE ` v vv v vv TO BE REMOVED < o READY FOR CONSTRUCTION UNTIL A BUILDING PERMIT HAS BEEN ISSUED. (NOTE 4) I O A3.0: PROPOSED FLOOR PLAN 9• EXAMINATION OF SITE: THE GENERAL CONTRACTOR SHALL THOROUGHLY EXAMINE A4.0: ROOF PLAN O 0 (E) LANDSCAPE THE SITE AND SATISFY HIMSELF AS TO THE CONDITION UNDER WHICH THE A5.0: EXTERIOR ELEVATIONS-i (NOTES 1 & 2) WORK IS TO BE PERFORMED. THE GENERAL CONTRACTOR SHALL VERIFY AT THESE SITE. ALL MEASUREMENTS AFFECTING HIS WORK AND SHALL BE A6.o: EXTERIOR ELEVATIONS-2 RESPONSIBLE FOR CORRECTNESS OF SAME. NO EXTRA COMPENSATION WILL BE A7.0: SECTIONS & DETAILS O ALLOWED TO THE CONTRACTOR FOR ANY EXPENSES DUE TO NEGLECT TO = (E) 2-CAR (E) SEWER A8.0: ELECTRICAL PLAN & NOTES cv EXAMINE OR FAILURE TO DISCOVER CONDITIONS WHICH MAY AFFECT HIS WORK. SLO: FOUNDATION PLAN �I LINE W W 10. EXAMINATION OF EXISTING PLUMBING AND ELECTRICAL; IN ANY CASE WHERE A S2.0: ROOF FRAMING PLAN N GARAGE 6' WOOD O NEW LINE MAY TIE INTO AN EXISTING LINE WITHIN THE LIMITS OF THE s3.0: STRUCTURAL DETAILS � 47I SF I RENOVATION WORK. THE GENERAL CONTRACTOR OR HIS SUBCONTRACTOR FENCE (E) CONC. TI.o: TITLE 24 coMPLIANCE-i DRIVEWAY W W SHALL EXAMINE THE ENTIRE EXISTING LINE. AND DETERMINE WHETHER THE NEW (NOTE 3 WORK WILL ADVERSELY BE AFFECTED BY IT. AND NOTIFY THE OWNER AND T2.0: TITLE 24 COMPLIANCE-2 1_X THE DESIGNER OF ANY SUCH DEFECT BEFORE COMMENCING WORK. GILD: CALGREEN MANDATORY MEASURES XI.O: BEST MANAGEMENT PRACTICES CSC CUPERTINO SANITARY DISTRICT 6'_11" 20' FRONT SETBACK " " YI.O: BOUNDARY SURVEY PLAN-I R i LID MARKED SEWER F--1 Y2.0: BOUNDARY SURVEY PLAN-2 ;E s' MAX 8.44' [� I GRADE ,<< Milford or > y ^ V� DWrpar t1r 3 00 c ' „ CRE AMOPVCLE THREADED Ir, Jr (E) LANDSCAPE I 1� g 5 Far�oa M o (NOTES I & 2) (N) PLCO PER DISTRICT I�-r D Q o STANDARDS. S E DETAIL O a n Hazelbrook Dr a }.� Rumford Dr 'M HanlordDr o !� L ~� ~{ brook Apartments Laurette Eleme SET CHRISTY BOX ON 7 ON SHEET A1.0 Garden Gate Dr TOP OF BRICKS LAID Char, RADIALLY OR 8"x8" OF r Min nr Lazaneo Dr o 3/4" CRUSHED ROCK I w VERT I CAL Q ill F-1 4� aW RISER I PROPERTY LINE 70.0 L , / O �� "'"�`°` A Target Q ®Marina Food n o <W 1 S BEND ~ a m \ Cupertino d z o as wYE w Egg (E) 4.5 CONC. SIbEV�ALK (E) WATER Memorial Park - ti� METER W TJ Maxx & HomeGoods rn C U 2 r 1 I n 0 Stevens C �- 3/a" CRUSHED ANGULAR n� a a-o PLAIN END w ROCK. a y PVC SDR26 (E) 5' NTER William Faria �Fho Ha Noi Q w ® O Elementary School 0 10180 Bonny Dr, �o Cupertino,CA 95014 C CANDLING 7 S:.rrisr SEE Dr COUPLING NOTE 3 BAND SEE , 1 pepperIte.,1.n NOTE 3 7 6" TYP 6 ' 0 u l Q De Anza Rodrigues Ave 16 � I College EXISTING PVC O) VCP > POPULUS 9 CAMPHOR TREE ', Cupertino Library _______ _ ________ _ _ _ 0 _ _ - 99 Ranch Market T O M A--IN 3 REVISION NOTES Cheryl Dr -- BONNY DRIVE p -C�I� a" MIN 0 06-02-21 PLAN REVIEW �7 Eleven McClellan Rd CL „ N _ y Silverado Ave n Suist in 3 PLAN© NOTES: 1 08-50-21 COMMENTS CHECK Aqui Cupertino SITE PLAN W `1 ILe = min way 1 . ALL PIPING AND FITTINGS SHALL BE PVC SDR26. 2. CLEANOUT BOX SHALL BE OLDCASTLE PRECAST F08 WITH F08C FOR NON-TRAFFIC 21_ 2 II-16- PLAN CHECK AREA AND G05T WITH G05CT IN TRAFFIC AREA OR APPROVED EQUAL. SCALE: I/8rr--Ir 0rr COMMENTS 3. CONNECTION TO LOWER SANITARY SEWER LATERAL PLAN CHECK VICINITY MAP A. EXISTING LATERAL- MAKE CONNECTION TO EXISTING LATERAL (PVC OR VCP) IN 3 12-20-21 COMMENTS GOOD CONDITION AS DETERMINED BY THE ENGINEER WITH MISSION CLAY "ARC SHIELDED", FERNCO "SHEAR RING COUPLING" OR APPROVED EQUAL. N 0 DATE REVISION B. NEW LATERAL- SEE DETAIL 6 FOR LOWER LATERAL. CONNECT LATERAL WYE DIRECTLY TO LOWER LATERAL 4. CLEANOUT,ONCE INSTALLED AND APPROVED BY THE DISTRICT, BECOMES PRIVATELY OWNED AND MAINTAINED BY PROPERTY OWNER. SCALE: AS NOTED DRAWN BY: GHY PROPERTY LINE CLEANOUT DETAIL 7 CALL 811 BEFORE YOU DIG DR. BY: DATE: BY: DATE: DWG. NO. RTK JB 05/04/2020 RTK 05/04/2020 APPROVED. BY: ` /�-�_�`� ATE: 05/04/2020 A1 . 0 Community Development Department Planning L Division -Cupertino F� CUPERTINO �FGT-DEMS. Case # RM-2021-034 1� Ap�liraYi-6n-hlun'r�er(s)' IIVL/II.H I CJ EXIST. WALL � Q Approval B dy: Dir dart—stuff INDICATES PARTIAL HEIGHT WALL W 15'-4"± w Approval D to 0 INDICATES NEW WALL Signature Brianne-Harkeu&ia ,r,,r,irnT�c (E WALL TO BE REMOVED W d0 0U H Case Manager ) E E=- El INDICATES (E) WINDOW TO BE REMOVED , I `t 6046 (E) CL. WINDOW SIZE INDICATION: 6'-0"W x 4'-6"H i #I bA d --------------------- IC]I VN VN VN V]I 2468 DOOR SIZE INDICATION: 2'-4"W x 6'-8"H '> U I I ' I ' DEMO (E) T COVERED PATIO 0 (E) M. BEDROOM #1 00 �� III 'ctCD 00 H ACCESS BY AN OPENING AS LARGE AS THE LARGEST PIECE OF FURNACE AND IN NO CASE i `-J I I 111 II III LESS THAN 22-IN BY 30-IN LOCATED IN A HALLWAY i r---------_-_---I ELECTRICAL RECEPTACLE OR OTHER READILY ACCESSIBLE LOCATION i i i i i i I III O y" AND LIGHT FIXTURE I - I(E) ELEC. PANEL o I I , � 1 1 I (E) 12-68 SLD. I I 2 -� 11 � o Z 30-IN MIN.VERTICAL CLEARANCE I I Y �_, �� 1 (E) 3020 (E) 3020- / ` O FROM TOP OF CEILING FRAMING -------- --_-_ -_ Q l o ------------- ATTIC FURNACE `� MEMBERS TO UNDERSIDE OF ROOF �EMO (E) FIREPLACE i �' ^1 i j i — N FRAMING MEMBERS L______________J ( I I ' # w N p .—+ a N 20-FT MAX. PASSAGEWAY IF REMOVE NON-LOAD HEADROOM IS LESS THAN 6-FT # � LJ I I L I �� Lu , ii o BEARING WALL, V.I.F. c\1 .-.. (E) NOOK I `s� �� I L----_ _ I 11 (E) BEDROOM #2 0 —� � r --J n----� T�----� O MINIMUM 30-IN DEEP AND WIDE IN LIGHT SWITCH I CO I I I I 11 y I 01 cv FRONT OF FURNACE (E) LIVING ROOM Q Irr w I II L�___=y REMOVE & PATCH II 11 �------ � 30" ATTIC No:C67655 � i i (E) CL. ne *TRUSS SYSTEM SHALL BE MINIMUM 24-IN WIDE SOLID r- __ ACCESS �.... R_V_I� M r_ T----- #6 ENGINEERED FOR NEW FURNACE FLOORING FROM ACCESS OPENING I i II i i I INSTALLATION TO FURNACE WORKING PLATFORM i REF.i 11 i i I \ ,%° �� .;'� Fes\\ ''� I III I I I i, E rL.X I (E) CL. #2Of I� it---71 I REMOVE LOAD ���i CA��� L-----1� 11 11 I BEARING WALL, SEE STRUCTURAL PLAN FURNACE IN ATTIC o - ' l l l 1111 I ,� III 11 �, �,I I I (E) 18"X24" CRAWL GHY CONSULTING ENGINEERS II jL-_Ji1 Z IL---� I SPACE OPENING Lu I------------- --------------------� (E) LL. #5 (E) CL. #4 ^ I STRUCTURAL ENGINEERING III I I L J I I UI I I I I GARY YU,PE I I U I I I I I II I I I I LJ I I I I � I I LU I I I I I I I I I I I Uncfar 1;nt4na r FDFd d rn Ilan ----� L----L-J t E BEDROOM #4 (E) BEDROOM #3 r afd B"J !ape gyar O (E) DINING ROOMCD ►—+ f � Rzphling Lam I 0VI-.r h I I I �1 fl$nge i j i ii O (E) ENTRY AppIL-1 mix ;y j I II r, I — i � ��- F—— —-I F-----1 �f fl � 1 �' I I r --l 1 I I (E) 5040 L _J L _______J (E) 6040 (E) 6040 ' I I(E) WI I I (E) D 1 " Fl�lrtg t ' ' Fleshing tape � '' =J J L-----J ( ) PORCH W OYET fkanga I' -over flank E W } - I � U) 1 p?y three beady Tap or Into or mmiant ❑ Q U� W p place and seal lidos and tap DN NW L�J N DOOR FLASHING DETAILS o �.., ►-a A-2 NOT TO SCALE Lap R$a imshlr3g over[tap aIt Inatatl tide splJnes,them head f€aShJng. E-1 housewrap.Them set window Into Laler weave housewrap under W O W 1--I sealant on top and two s€des: and tape along sids-lambs. cc +I Pas acid-Ehok Bashing N Bed window -$eaiadto sheathing N (E) 2-CAR GARAGE (� in sealant at , top and sides r, REVISION NOTES Ran llasE�ing -�� ott moldable R$e}-and' ick housewrap EXISTING & D E M 0 F LO 0 R PLAN 0 06-02-21 PLAN REVIEW membrane ous flap over ewrap when PLAN CHECK rr,stalled SCALE: 1/4" = 1'-0" I 08-30-21 COMMENTS l Plastic housewrap extends down , to sill or bottom (E) 6040 of band joast I .. F NO DATE REVISION ri WINDOW FLASHING DETAILS SCALE: AS NOTED A-2 NOT TO SCALE DRAWN BY: GHY DWG. NO. A2 . 0 Corr munity Development Department INDICATES 8" THK. TYPE X GYP. BD. • PlaLnEGl�J1d,i®r,'— Cupertino ONE-HOUR FIRE-RESISTANCE FIRE SEPARATION CUPERTINO APPROVED A WALL. EXTEND FROM FOOTING TO THE Case # 1-©3NDICATES EXIST. WALL UNDERSIDE OF ROOF SHEATHING. SEE Application Number(s)IN SECTIONS FOR WALL ASSEMBLY DETAILS. � : DICATES PARTIAL HEIGHT WALL A A7.0 Approval Bidy: T;i; a: (INDICATES NEW WALL INDICATES SHOWER AND TUB/SHOWER WALLS A7.o 18'-5" 15'\4"+ w Approval Date _ _ TO HAVE A SMOOTH, HARD, NONABSORBENT W Signature 1366rre Nnd?oushfi INDICATES (E) WALL TO BE REMOVED g SURFACE OVER A MOISTURE RESISTANT 10'-2" 7'-10" oo c� Eat dndger UNDERLAYMENT TO A HEIGHT OF 72 INCHES � x -6 4 -10 (N)3'X3' 6046 ABOVE THE DRAIN INLET CONC.LA °'NG I� g WINDOW W/SIZE INDICATION: 6'-0"W x 4'-6"H (N) 630 s (N) 2650 SH (N) 6068 rh a C INDICATES WINDOWS N) 6040 EGRESS TEMP TEMP. SLID. TEMP. 7RISE4,x �.J U 2468 DOOR W/SIZE INDICATION: 2'-4"W x 6'-8"H U-FACTOR MAX. 0.50 SHGC MAX. 0.25 SH SINGLE HUNG WINDOW �D - _ _ ^ Ln INDICATES EGRESS WINDOWS 9'-9" ° c N c w SL SLIDING WINDOW MAX 44 SILL HEIGHT ABOVE F.F. c SEE NOTE D MIN 5.7 SF. NET CLEAR OPENING AREA FU-) �� T TEMPERED GLAZE WINDOW EXCEPT: GRADE FLOOR OPENING NOT > 44" I 2'-6" 0 N ABOVE OR BELOW FINISHED GRADE E b + 2 468 ��� I bQ LEVEL CAN BE MIN 5.0 SF. _ _ STEPT (N) M. BEDROOM #I r--� • --' z MIN 24" NET CLEAR OPENING HEIGHT ONC c .4 AT, O OFFICE PATIo MIN 20" NET CLEAR OPENING WIDTH co w (N) 2x41 STUD WALL, D w O g CD SEE DIET. I/A-5, TYP = Q I B �' U AI Ln FLOOR PLAN KITCHEN CODE REQUIREMENTS NOTE: (N) ELEC. PANEL z C � x CLEAR PASSAGEWAY MINIMUM 36" BETWEEN COUNTER FRONT AND APPLIANCES OR COUNTERS AND PLUBMING NOTES: I 10 ^ N C7 WALLS. 200 AMP (E) 12°68 SLD. 4'4' 2468 � I z O A) SHOWER HEADS SHALL HAVE A WATER FLOW RATE OF NOT MORE THAN 2468 N • KITCHEN RANGE CLEARANCES TO COMBUSTIBLES SHALL HAVE A VERTICAL CLEARANCE OF 30" UNLESS (CGBC 4.303.1.3.1) 8 GALLONS PER MINUTE AT 80 PSI. PROTECTED BY 4" INSULATING MILLBOARD OR METAL HOOD, THEN THE CLEARANCE MAY BE REDUCED 1. TO 240 .GAS RANGE MUST HAVE APPROVED ANTI-TIP INSTALLED. B) THE MAXIMUM FLOW RATE OF RESIDENTIAL LAVATORY FAUCETS SHALL 48" BAIRN DR 56" BARN DR Q M U • CEILING HEIGHT SHALL BE A MINIMUM 7' IN THE KITCHEN. NOT EXCEED 1.2 GALLONS PER MINUTE AT 60 PSI. (CGBC 4.303.1.4.1) o w • ALL RECEPTACLES SERVING THE COUNTERTOP SHALL BE GFCI PROTECTED AND TAMPER RESISTANT. C) THE MAXIMUM FLOW RATE OF KITCHEN FAUCETS SHALL NOT EXCEED LINE OF • KITCHEN NEEDS 2(20)AMP SMALL APPLIANCE BRANCH CIRCUITS; ADDITIONAL RAISED 1.8 GALLONS PER MINUTE AT 60 PSI. (CGBC 4.303.1.4.4) (N) W. I.C.CLG. I a CIRCUITS MAY BE NEEDED PER EQUIPMENT MANUFACTURER'S SPECIFICATIONS AND CEC 210.52(8).SMALL D) CONTROL VALVES AND SHOWERHEADS SHALL BE LOCATED ON THE � � `� APPLIANCE CIRCUITS SHALL NOT SUPPLY DISPOSALS, DISHWASHERS AND OTHER APPLIANCES.CIRCUIT BREAKERS SHALL NOT EXCEED 80% of THEIR RATINGS. SIDEWALL OF SHOWER COMPARTMENTS OR BE OTHERWISE ARRANGED N 3'-0" 19'-5" 3'-0" SEE NOTE )Q CDQRpFESS/pN • NO LIGHTING SHALL BE ON THE REQUIRED 20AMP SMALL APPLIANCE BRANCH CIRCUITS. SO THAT THE SHOWERHEAD DOES NOT DISCHARGE DIRECTLY AT THE -' Q • OUTLETS SHALL NOT BE INSTALLED ON THE FACE-UP POSITION ON COUNTERTOPS. JUNCTION BOXES ENTRANCE TO THE COMPARTMENT AND THE BATHER CAN ADJUST THE (N) LIVING ROOM (E) BEDROOM #2 � � �y NUIHS, SHALL BE ACCESSIBLE AND HAVE A WORKING CLEARANCE. I ® ®(9 -2 w �P �G • RECEPTACLE OUTLET LOCATIONS IN KITCHENS ARE AS FOLLOWS; COUNTER TOPS 12" OR MORE IN VALVES PRIOR TO STEPPING INTO THE SHOWER SPRAY. (CPC 408.9) ® I Z CEILING HT.) c� No-C67655 r*� WIDTH REQUIRE A RECEPTACLE OUTLET,COUNTER TOP SPACES SEPARATED BY RANGE TOPS, E) 00 _ W rn REFRIGERATORS OR SINKS ARE CONSIDERED SEPARATE COUNTERTOPS SPACES AND WILL NEED A cv cr RECEPTACLE WITHIN 24" OF THEIR EDGE, SPACING BETWEEN RECEPTACLES SHALL NOT EXCEED 480 (N) BATH #2 * bl2l�RECEP TACLES SHALL BE MOUNTED NO MORE THAN 20" ABOVE THE COUNTER TOP NOR MORE THAN I20 (E) 8"X24" CRAWLBELOW IT,ISLANDS AND PENINSULAS SHALL BE PROVIDED WITH A MINIMUM OF I(ONE) RECEPTACLE. 112"0 SUN � SPA E OPENING • ALL KITCHEN LIGHTING SHALL BE HIGH EFFICACY (REGULATED BY AN ELECTRONIC BALLAST). HIGH ✓ TUNNEL cv - EFFICACY LIGHTING SHALL BE SWITCHED/CONTROLLED SEPARATELY. 11f FOF CALF • LIGHT CANS (RECESSED LIGHTING) SHALL BE AIR-TIGHT AT TOP FLOOR CEILING OR ATTIC SPACE, AND z 4' 0" 4'4' IC RATED IF RECESSED INTO INSULATED CEILINGS. �(N) FA E) CL. #3 (E) CL. #2 GHY CONSULTING ENGINEERS • GAS SHUTOFF VALVES SHALL BE ACCESSIBLE (WITHOUT THE NEED TO MOVE EQUIPMENT) AND WITH I IN ATTIC X RIGID PIPING UPSTREAM FROM THE FLEXIBLE CONNECTOR WITHIN 6' OF THE GAS APPLIANCE. L _Q STRUCTURAL ENGINEERING • ALL WASTE VENTS SHALL TERMINATE A MINIMUM OF 6" OR MORE ABOVE THE ROOF I -- REF. I (N) 2'X4' I GaxYYu,rE SURFACE, 10' AWAY FROM OR 3' ABOVE ANY WINDOW, DOOR, OPEN ABLE SKYLIGHT, AIR INTAKE, OR VENT SHAFT AND I' AWAY FROM ANY VERTICAL WALL SURFACE. VELUx SKYLIGHT I I (E) CL. #4 FLOOR PLAN BATH CODE REQUIREMENTS NOTE: D/W z �__ 4 x5 FLAIR (N) 30"X 0" • EXHAUST FANS ARE REQUIRED IN ALL BATHROOMS, EVEN IF AN OPERABLE WINDOW IS INSTALLED.(CA Q ENERGY EFFICIENCY STANDARDS SECTION 150) EXHAUST FANS SHALL TERMINATE A MINIMUM OF 3' C CJ j ATTIC A CESS FROM PROPERTY LINE AND 3' FROM OPENINGS10 — INTO A BUILDING. (CMC 504.3.1) EXHAUST FANS AT SHOWER SHALL BE LISTED FOR WET LOCATION AND SHALL BE GFCI PROTECTED. o� z I (N) DINING • TAMPER RESISTANT RECEPTACLES IN DWELLING UNITS ARE REQUIRED IN ALL AREAS SPECIFIED IN CEC 210.52. • (8'-0" CEILING HT.) • MINIMUM (I) 20AMP CIRCUIT FOR BATHROOM RECEPTACLES (CEC 2I0.II(C)(3)). GFCI PROTECTION SHALL (E) BEDROOM #4 (E) BEDROOM #3 BE PROVIDED FOR ALL OUTLETS IN BATHROOMS, WITH AT LEAST ONE OUTLET 36.OF THE OUTSIDE EDGE OF EACH BASIN (CEC 210-8 (A)(1) & 2I0-52 (D)).LIGHT FIXTURES IN WET LOCATIONS SHALL BE (N) KITCHEN o I PROTECTED BY GFCI CIRCUIT (CEC 410.4(A)(D)). • BATHTUB/WHIRLPOOLS AND SHOWER VALVES SHALL BE APPROVED PRESSURE-BALANCED OR THERMOSTATIC MIXING TYPE ADJUSTED TO A MAXIMUM OF 120 DEGREES.(CPC 604) 2" • ALL HARDWIRED LIGHTING SHALL BE HIGH EFFICACY OR CONTROLLED BY A MANUAL ON MOTION SENOR. (CEC SECTION 150(K)) �\ 0 0° (E) ENTRY �--� • ALL LUMINARIES (FIXTURES) INSTALLED IN WET LOCATIONS SHALL BE MARKED "SUITABLE FOR WET LOCATIONS". DAMP LOCATIONS SHALL BE MARKED "SUITABLE FOR DAMP LOCATIONS" AND SHALL HAVE NON-METALLIC TRIM.(CEC 410.4 (A)) • FAN AND LIGHT/FAN COMBO SHALL BE SEPARATELY SWITCHED FROM LIGHTS AND MAY REQUIRE GFCI = 36" BARN DR. (E) 5040 (E) 6040 (E) 6040 ^� PROTECTION IN WET/DAMP LOCATIONS. INSTALL PER MANUFACTURER'S INSTRUCTIONS.(ENERGY CODE U SECTION 150(K)) • WATER CLOSET SHALL HAVE AN AVERAGE WATER CONSUMPTION OF 1.28 GALLONS PER FLUSH.PROVIDE -' (E) PORCH CAULKING AT THE BOTTOM BASE OF ALL WATER CLOSETS (CPC 407.2). o 0 0 (N) I/2 BATH A7.o • WATER CLOSET SPACE SHALL BE AT LEAST 30" WIDE, 15" MINIMUM FROM WALL OR L? ci� Z 2468 _ OTHER OBSTRUCTION TO CENTER OF WATER CLOSET NOR CLOSER THAN 30" CENTER TO CENTER TO ANY � (N) 2A STUD WALL, ® ® 2 SIMILAR FIXTURE,WITH AT LEAST 24" CLEAR IN FRONT OF THE WATER CLOSET. (CPC 407.6) SEE D T. I/A-5 �Qj Iwo Q SAFETY GLAZING AT ALL WINDOWS LESS THAN 60" ABOVE BOTTOM OF TUB AND SHOWER FLOOR AND C -O = _ -' W 0 AT TUB AND SHOWER ENCLOSURES PANELS AND DOOR. (CRC R308.4) W/D � w • SHOWER ENCLOSURE DOORS SHALL OPEN OUTWARD AND MAINTAIN 22" CLEARANCE (CPC 41I.6).SHOWER w ❑ N m 8"X8" COLUMN, WRAP COMPARTMENT SHALL BE A MINIMUM 1024 SQUARE INCHES ENCOMPASSING A 30" CIRCLE CPC 411.7. (N) SHEETROCK AREA � AROUND STUCCO FINISH, • MAINTAIN A MINIMUM AREA AND DIMENSIONS OF /0"ABOVE THE SHOWER DRAIN. CPC 411.7E I TYP BATHTUB/SHOWER COMPARTMENTS SHALL HAVE NON-ABSORBENT SURFACE EXTENDING 72" ABOVE THE (1,460 SF) DN FLQKQf?DeIRAN ATTIC FURNACE NOTE: A E) WH C) • FIELD VERIFIED BY A CERTIFIED HERS RATER,SEE TITLE-24 FOR DETAIL SH (N) ELECTRICAL • FURNACES SHALL BE INSTALLED PER MANUFACTURER'S INSTALLATION AND Ll ® RE IN AREA VEHICLE w OPERATING INSTRUCTIONS. ALL FURNACES SHALL BE LABELED, THEY SHALL BEAR A PERMANENT AND (57 SF), SEE CHARGER 20 IN. FIRE RATED LEGIBLE FACTORY-APPLIED NAMEPLATE ON WHICH SHALL APPEAR; THE MANUFACTURER'S NAME, FUEL DOOR W/ SELF-CLOSING INPUT RATING IN BTU'S, MODEL AND SERIAL NUMBER,INSTRUCTIONS FOR LIGHTING,OPERATING AND N E g" TYPE "X" GYP. BD & S LF LATCHING �—+ r SHUTDOWN, TYPE OF FUEL APPROVED FOR USE, SYMBOL OF APPROVED AGENCY, AND REQUIRED ON GARAGE SIDE, CLEARANCES. (CMC 304.0 TYP • SHALL BE INSTALLED ON NON-COMBUSTIBLE FLOORS.(CMC 904.3) • WHERE REQUIRED BY MANUFACTURER DRIP LEG SHALL BE INSTALLED IN SUCH LOCATIONS SO THAT IT O�-1 WILL BE READILY ACCESSIBLE TO PERMIT CLEANING OR EMPTYING.(CMC 1311.7.2) nw • A GAS SHUT OFF VALVE SHALL BE ACCESSIBLE AND LOCATED WITHIN 6' OF FURNACE. IT SHOULD BE CONNECTED TO RIGID PIPING UPSTREAM FROM FLEXIBLE CONNECTION IN THE SAME ROOM AS THE FURNACE.UNION CONNECTION SHALL BE PROVIDED DOWNSTREAM !� FROM THE VALVE TO PERMIT REMOVAL CONTROLS.(CMC 1312.) - -\ "NOTE: ALL SHEETROCK TO REMAIN IN THESE 575 SQUARE ' ® ® FEET AVOID THE INSTALLATION OF FIRE I �)0 (E) 2—CAR GARAG f N • FURNACES LOCATED IN ATTICS: TRUSS SYSTEM SHALL BE ENGINEERED FOR FURNACE LOCATION SPRINKLERS PER CUPERTINO POLICY. • AN ATTIC OR FURRED SPACE IN WHICH A WARM-AIR FURNACE IS INSTALLED SHALL BE ACCESSIBLE BY \^-^� ^�-��- "^-^ PROPOSED FLOOR PLAN AN OPENING AND PASSAGEWAY AS LARGE AS THE LARGEST COMPONENT OF THE APPLIANCE, AND NOT LESS THAN 22"X30" CONTINUOUS FROM THE OPENING TO THE FURNACE AND ITS CONTROLS.(CMC O SCALE: 1/4"=1'-0" LOS REVISION NOTES • WHERE THE HEIGHT OF THE PASSAGEWAY IS LESS THAN SIX FEET,THE DISTANCE FROM THE PASSAGEWAY ACCESS TO THE APPLIANCE SHALL NOT EXCEED TWENTY FEET MEASURED ALONG THE 0 06-02-21 PLAN REVIEW CENTER LINE OF THE PASSAGEWAY.(CMC 904.10.0 • THE PASSAGEWAY SHALL BE UNOBSTRUCTED AND SHALL HAVE CONTINUOUS SOLID FLOORING NOT PLAN CHECK LESS THAN 24" WIDE FROM THE ENTRANCE OPENING TO THE FURNACE.(CMC904.10.2) NO WORK TO BE 1 08-30-21 COMMENTS • A LEVEL WORKING PLATFORM OR GRADE SURFACE NOT LESS THAN 30"X30" SHALL BE PROVIDED IN SHEETROCK AREA DIAGRAM FRONT OF THE SERVICE SIDE OF THE APPLIANCE.(CMC 904.10.3) DONE IN GARAGE 20'-5" 2 II-16-21 PLAN CHECK • ALL ELECTRICAL WIRING SHALL BE PROTECTED WITH IN 6' OF ATTIC SCUTTLE OPENING COMMENTS • A PERMANENT ELECTRIC OUTLET AND A LIGHTING FIXTURE CONTROLLED BY A SWITCH LOCATED AT SCALE: I/8"=1 '-0" THE ATTIC ACCESS SHALL BE PROVIDED AT OR NEAR THE FURNACE.(CMC904.10.4) NO DATE REVISION (E) 604,0 > A SCALE: AS NOTED > V O 02 DRAWN BY: GHY DWG. NO. A3 . 0 Community Development Department Planning Division —Cupertino CUPERTINO APPROVED Case # RM-2021-034 0 I� Application Numbers) j—v v v v v v Q Approval B dy: Director/Staff MP10'mNG-MIN, EYEBROW VENT, Approval D to 02/02/22 WITH RADIANT SEE DET I/A4.0 W Signature Brianne Harkousha BARRIER (2 TOTAL) � 00 H Case Manager DOWN SPOUT, ct x TYP. �( -------------- Q1 bA I I ~ H � ROOF NOTES: I. CONTRACTOR SHALL FIELD VERIFY THE �I (N) ROOF ROOF PITCH TO MATCH (E) PRIOR TO < (E) ROOF [� � CONSTRUCT THE ROOF RAFTER FRAMING., 42: 12 42: 12ct - 42. 12 42: 12 ��- �; w o *SEE ROOF NOTE w O d- I O I � N I I I I I I I I O'HAGIN VENT SECTIONS OFESS/ FOR COORDINATING ROOF TILE MANUFACTURERS, y HUIHSU�q�F INSTALLATION INSTRUCTIONS, TECHNICAL BULLETINS & SPECIFIC INFORMATION REGARDING RAIN, SNOW, HIGH—VELOCITY WIND OR WILDLAND URBAN INTERFACE (WUI) APPLICATIONS, PLEASE CONTACT O'HAGIN TOLL LPN �G FREE AT 877/324-0444 OR WWW.OHAGIN.COM N0:r.—in— r�*� I I W Gvn R—��1-7� r*I COMPOSITION � � O'HAGIN'S TAPERED, SHINGLES \ LOW—PROFILE VENT 1 (STANDARD FLANGE) ROOF DECK (E) ROOF N I LOCALLY—APPROVED —IN DIVERTERS UNDERLAYMENT (N) SUNLOCALLY CA�'�� WIRE MESH SEALANT TUNNEL TUNNEL I I O'HAGIN VENTS ARE MANUFACTURED USING: — PRE—PAINTED GALVANIZED 26 GAUGE G90 GHY CONSULTING ENGINEERS — GALVANIZ D 26 GAUGE G90 ALUMISTRUCTURAL — COPPER 16 OZ — STAINLESS—STEEL INTERIOR MATRIX (WEATHERMASTER ENGINEERING WEATHERMASTER HD , FIRE & ICE ONLY) GARY YU,PE O'HAGIN'S TAPERED, LOW—PROFILE VENT (N) SKYLIGHT (STANDARD FLANGE) I I I , (E) ROOF N TAPERED, LOW-PROFILE VENT FOR O 1 COMPOSITION SHINGLE, SLATE & SHAKE ROOFS I DEMO (E) O PORCH ROOF w I :: :I::. :::: :::::::I::::;:::::; (E) ATTIC VENT CALCULATIONS ::_: 42. 12 42. 12 w w ATTIC VENT REQUIRED : "' ATTIC VENT CALCS R806 E ROOF ATTIC AREA ITEM VENTILATION TYPE ( ) EXISTING ROOF DATA O X 144 SQ. IN DEVIDED BY 150 (N) ROOF ::::::......:::::::::::::::::... DOWN SPOUT W (1) EXISTING 1780(SQ. FT.) 256320(SQ. IN.) 1709(SQ. IN.) I TYP. Q �+ ................................. 1--I -I E WIRE MESH VENT Q w ^ S ESLOT/NFVA V NT O( ) RAFTER BLOCK'G LENGTH VENT SLOT SPACING N0.OF VENTSTOTAL VENT SLOT NFVA I ...................................................... (2) 6"X24" 89.0(FT) 6.0(FT) 15 86.40(SQ. IN.) 1296(SQ. IN.) GABLE LOUVER VENT MAKE/MODEL SIZE NO. OF LOUVER LOUVER NFVA TOTAL LOUVER NFVA F_ I Q Q (3) GIBRALTAR 14"X24" 3 147(SQ. IN.) 441(SQ. IN.) (3) GIBRALTAR 14"X18" 0 110(SQ. IN.) 0(SQ. IN.) I EYEBROW VENT MODEL SIZE NFVA N0.OF HIGH VENT N0.OF LOW VENT TOTAL EYEBROW NFVA I I (4) O'HAGIN-TAPERED LOW-PROFILE 72 0 0 0(SQ. IN.) (5) TOTAL VENT PROVIDED (5)=(2)+(3)+(4) 1737(SQ. IN.) O *NFVA= NET FREE VENTILATION AREA (5)>_(1) (OK) (E) ROOF I O ccw p 412. 12 4212 ; PROPOSED ROOF PLAN � I O a NEW ATTIC VENT CALCULATIONS SCALE: I/4"=1'-0" �+ I I ATTIC VENT REQUIRED ITEM VENTILATION TYPE ATTIC VENT CALCS(R806) NEW ROOF DATA (N) ROOF ATTIC AREA X 144 SQ. IN DEVIDED BY 150 I I (1) NEW 255(SQ. FT.) 36720(SQ. IN.) 245 (SQ. IN.) I I I REVISION NOTES 2" DIA. VENT HOLE RAFTER BLOCK'G LENGTH VENT HOLE SPACING NO. OF BLK'G (3)-2"VENT HOLE/NFVA TOTAL VENT HOLE NFVA I I 0 06-02-21 PLAN REVIEW (2) 14.0(FT) 4.0(FT) 4 9.42(SQ. IN.) 38(SQ. IN.) I PLAN CHECK GABLE LOUVER VENT MAKE/MODEL SIZE NO. OF LOUVER LOUVER NFVA TOTAL LOUVER NFVA I 08-30-2I COMMENTS (3) GIBRALTAR 14"X24" 1 147(SQ. IN.) 147(SQ. IN.) I I (3) GIBRALTAR 14"X18" 0 110(SQ. IN.) 0(SQ. IN.) I I EYEBROW VENT MODEL SIZE NFVA NO.OF HIGH VENT NO.OF LOW VENT TOTAL EYEBROW NFVA I I I (4) O'HAGIN-TAPERED LOW-PROFILE 72 1 1 144(SQ. IN.) L------------------------------------J NO DATE REVISION (5) TOTAL VENT PROVIDED (5)=(2)+(3)+(4) 329(SQ. IN.) *NFVA= NET FREE VENTILATION AREA (5)>=(1) (OK) SCALE: AS NOTED NOTE: ANY EXISTING VENTS BLOCKED BY THE ADDITION SHALL BE PROVIDED IN KIND AT THE NEW STRUCTURE. DRAWN BY: GHY DWG. NO. A4 . 0 Corrmunity Development Department Planning Divi�u6li—Cupertino l 20 OI CUPERTINO APOROVED Case # RM-2621-034 <\ \\ ~ AppiicatiortNumber(s) T^ Approval Body: Director'/Staff BUILDING BUILDING Approval Date 02��2� r� ENVELOPE,' (E) ROOF F—I—{ \ ENVELOPE Signature Brianne Harkousha / TO REMAIN 000 Case anager RIDGE r In x > 25 i SIDE III 12 PROPERTY 4.5 LINE PL. HT. FMI -- - - -- -- - - - - -- - - — -- -- --- — - - - - — - - - - - - - - - - - - - - - - - - - - - - -- -- - - -- z > HDR. HT. ^ O Z - - - - - - - - - - - - - - - - - - - - - in I <r 10180 Q I l Z /_ SIDE I M--� •r-+ 0 0 > _ PROPERTY - - REPLACE (E) <r - o ' ao WOOD SIDING W/ o - Q LINE 10 (N) STUCCO r zV 1 w z O FINISH NOTE. (5 - - FIN_ FLR. - - — —__ — - _ — — ------ -- - _ - -- _ - _ -- I. THE ADDRESS IDENTIFICATION SHALL BE LEGIBLE AND PLACED IN A v a� (E) GRADE 0 0 POSITION THAT IS VISIBLE FROM THE STREET OR ROAD FRONTING THE N x r - " < 6'-6" PROPERTY. THE CONTRASTING ADDRESS NUMBERS SHALL BE ARABIC i— 8 5 -I , (E) WINDOW (E) WINDOW J (N) STUCCO (E) ENTRY (E) METAL CRAWL REPLACE (E) WOOD I. - NUMBERS OR ALPHABETICAL LETTERS. EACH CHARACTER SHALL BE r (N) STUCCO PAINTED To MATCH (E) FINISH COLUMN DOOR (E) WINDOW SPACE VENTS SIDING W/ (N) N O / STUCCO FINISH T(E) WINDOW NOT LESS THAN 4 INCHES IN HEIGHT WITH A STROKE WIDTH OF NOT M v �MY.3 COATS 0/ METAL�LATH, 0/ 2 LAYERS GRADE "D" BUILDING LESS THAN 0.5 INCH. (CRC 319. 1). PAPER, TYP (R703.6.3) PROPOSED FRONT ELEVATION SCALE: I/4"=1'-0" Q�OF ESS/pN N LI IIHS& !Fti c� No:C67655 rn r*vn r.—,Kn-71 M OF CA��� GHY CONSULTING ENGINEERS 717 � H —LLLU STRUCTURAL ENGINEERING GARY YU,PE LLLLtmI I I 12 ul � H � � H H � � � H � I 4.5 - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - IC-1 `-' JL 0 000 E TL o000 ---------------------- 00 11111 FIN. FLR. FIN. FLR. 00 W - - 0 - � - I� - - � - - - - - 0 - - - - - -- (E) GRADE (E) GRADE REMOVE (E) WOOD REMOVE (E) WOOD w rwrll r-I SIDING & REPLACE W/ SIDING & REPLACE W/ V (N) STUCCO FINISH (N) STUCCO FINISH (E ) REAR ELEVATION (E ) FRONT ELEVATION w SCALE: I/4"=1'-0" SCALE: I/4"=1'-0" W ROOM ADDITION l `> BUILDING (N) COMPOSITESHINGLE ROOF BUILDING �+ ENVELOPE W/ DOUBLE LAYER30# FELT (E) ROOF > ENVELOPE TO REMAIN <' W (E ) CRAWL SPACE VENT CALCULATIONS / 14X18" PAINT \ / METAL LOUVER \� UNDER ROOFING MATERIAL p � CC) p� ATTIC VENT REQUIRED r, ITEM VENTILATION TYPE VENT CALCS(CBC 1202.4) EXISTING CRAWL SPACE (E) CRAWL SPACE AREA X 144 SQ. IN DEVIDED BY 150 r' 25° 7 > 25° (1) EXISTING 1780(SQ. FT.) 256320(SQ. IN.) 1709(SQ. IN.) WIRE MESH VENT MAKE MODEL / SIZE N0.OF VENT VENT NFVA TOTAL VENT NFVA � SIDE i � 114.5 I2 (2) EXISTING VENTS GIBRALTAR 611X14" 25 52 (SQ. IN.) 1300(SQ. IN.) i' PROPER ® 4.5 (3) NEW ACCESS OPN'G DETAIL 7/S-3 18"X24" 1 432 (SQ. IN.) 432 (SQ. IN.) LINE . > > r 44 ]1 r (4) ADDED VENTS N/A N/A 0 0(SQ. IN.) 0(SQ. IN.) i PL. HT. T - - - - r REVISION NOTES HDR. HT. (5) TOTAL VENT PROVIDED (5)_(2)+(3)+(4) 1732 (SQ. IN.) '—+ - - - - - - ! - — — - - — - -- / - - - -- -- < 0 06-02-21 PLAN REViEw *NFVA= NET FREE VENTILATION AREA (5)>_(1) (OK) �� `� I �� SI DE > I r < PLAN _ (E) STUCCO r` PROPERTY I `1 1 08-30-21 COMMENTS CHECK NEW CRAWL SPACE VENT CALCULATIONS a _ FINISH �T % / / / LINE o <r � � - � PLAN CHECK ` 0 2 11-16-21 ATTIC VENT REQUIRED10 ` COMMENTS ITEM VENTILATION TYPE VENT CALCS(CBC 1202.4) NEW CRAWL SPACE (N)CRAWL SPACE AREA X 144 SQ. IN DEVIDED BY 150 \> I r (1) NEW 255 (SQ. FT.) 36720(SQ. IN.) 245(SQ. IN.) FIN. FLR. NO DATE REVISION TO MATCH (E) WIRE MASH VENT MAKE/MODEL SIZE NO.OF VENT VENT NFVA TOTAL VENT NFVA - - - - T - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - (2) GIBRALTAR 4"X14" 8 33 (SQ. IN.) 264(SQ. IN.) % (E) GRADE � � � � � \i SCALE: AS NOTED 6'-6" � J " (2) GIBRALTAR 6"X14" 0 52 (SQ. IN.) 0(SQ. IN.) - (N)i SLD. DOOR W/ DBL. (N) SLID. DOOR W/ DBL. (E) STUCCO - (N) STUCCO PAINTED To MATCH (E) 4"X14" METAL CRAWL PANEL GL., TEMP. FINISH r (3) TOTAL VENT PROVIDED (3) 264(SQ. IN.) PANEL GL., TEMP. $" W/ 3 COATS 0/ METAL LATH, 0/ SPACE VENTS ^ ^ ^ ^ ^ ^ ^ / DRAWN BY: G HY 2 LAYERS GRADE "D" BUILDING *NFVA= NET FREE VENTILATION AREA (3)>=(1) (OK) PAPER, TYP (R703.6.3) NOTE: ANY EXISTING VENTS BLOCKED BY THE ADDITION SHALL BE PROVIDED IN KIND AT THE NEW STRUCTURE. PROPOSED REAR ELEVATION DWG. NO.A5 . 0 SCALE: I/4"=1'-0" Corr munity Development Department Planning Division — Cupertino CUPERTINO APPROVED (E) ROOF (N) ROOF TO (E) ROOF I2 Case # RM-2021-034 TO REMAIN MATCH (E) TO REMAIN 4.5 RIDGE H� Application Number(s) Approval Bady: Director/Staff Approva I Date 02/02/22 ULLLUL O Signature Brianne Harkousha PL. HT. I I PL. HT. 00 U n Case Manager �+ x HDR. HT. HDR. HT. C7 - - - — --- - - - - +I - d - REPLACE WOOD ✓— H o �--� •,--� x SIDING W/ (N) � W 00 � STUCCO FINISH � � r►� r l � W O Z -- FIN. FLR.- — - - - - - - - - - - - -- — - FIN. FLR. - -- (� I--I W (E) GRADE � -- -- - — � -- — � � — - � (E) GRADE •ct [� J (E) GARAGE (N) STUCCO (E) METAL CRAWL J L (E) STUCCO VT� Cn DOOR (N) STUCCO PAINTED TO MATCH (E) FINISH COLUMN SPACE VENTS (E) WINDOW (N) VINYL WINDOW FINISH V 1 w Z W/ 3 COATS 0/ METAL LATH, 0/ W/ DBL. PANE GL. p 2 LAYERS GRADE "D" BUILDING e � U PAPER, TYP (R703.6.3) O O PROPOSED RIGHT ELEVATION SCALE: I/4"=1'-0" N o N p N MLL �U QROFESS/pN .01 — - LU No:C67655 �► OF CA��� GHY CONSULTING ENGINEERS STRUCTURAL ENGINEERING FIN. FLR. FIN. FLR. -- - - - - - - - - - - - - - - - - - - - - - - - - - - --- — -- -- - - -- GARY YU, E P (E) GRADE 0 0 0 0 (E) GRADE REMOVE (E) WOOD SIDING & REPLACE W/ (E ) RIGHT ELEVATION U� (N) STUCCO FINISH SCALE: I/4"=1'-0" O E-+ ROOM ADDITION (N) COMPOSITE SHINGLE ROOF W/ DOUBLE LAYER 30# FELT (E) ROOF RIDGE UNDER ROOFING MATERIAL TO REMAIN r� W - PL. HT.- HDR. HT. -- - - - - -- -- -- ----=---- — -- -- — - - - - - - - - - - - - - - - - - - - - - - - - -- (N) STUCCO FINISH �T ^ r—d I� y] 0 (E) STUCCO � W FINISH o FIN. FLR. TO MATCH (E) W (E) GRADE 0 0 0 0 0 (N) SLD. DOOR 4714" METAL CRAWL R W/ DBL. (N) STUCCO PAINTED TO MATCH (E) J PANEL TEMP. SPACE VENTS (N) VINYL WINDOW 8" W/ 3 COATS 0/ METAL LATH, 0/ W/ DBL. PANE GL. 2 LAYERS GRADE 'D BUILDING PAPER, TYP (R703.6.3) PROPOSED LEFT ELEVATION O SCALE: 1/4"=1'-0" 0C ® ►��+ W REVISION NOTES 0 06-02-21 PLAN REVIEW Lil NO DATE REVISION 0 SCALE: AS NOTED FIN. FLR. (E) GRADE 0 0 0 0 0 0 DRAWN BY: GHY (E ) LEFT ELEVATION DWG. NO. SCALE: 1/4"=1'-O" A6 . 0 ------ , - _- , , Community Developme2�e��� t�' LIFORNIA BUILDING CODE ( �2X CLG:' @ 16" O.C. (E) ROOF < Planning Division - Cupertino rAL 2304.IO.I-FA6TENNO SCHEDULE R-30 BAIT RAFTER (E) ROOF RAFTER cUpeR71N0 AF G)N OF MILPINC� ELEMENTS NUUMI5ER AND TYPE OF FASTENER (N) ROOF TRUSS (N) ROOF INSULATION RAFTER Case# 1. W-4 -QAeen ceiling_ :oists, rafters or trusses to top plate 3-5d common; or Application Numher(s) r� or other framing below. 3-I0d box Approval Body: Dirod:tmtclr4eilfitween rafters or truss not at the waI I top pIate,to rd ammatcrrus . 2-16d common w Approval D te, OF/12/2&ck i na to truss and web f i I I er 16d common or @ 6" o.c. PL. HT. Signature Btiannf?EHIJriw s6a i sts to top plate 3-Sd common or 3-IOd box - --------� 3. Ge i Ii ngna on st not attached to para I I e I rafter, lops over part it idt/o4nookhoasb)r 4-I0d box (N) CLG. (E) R-30 BATT ct 4. Ceiling joist attached to parallel rafter (heel joint) Per table 2308.7.3.I BEAM INSULATION C R-15 QI b!J 5. Gol lar tie to rafter 3-I0d common or 4-I0d box co - -� 3-10 common or 3-16d box (N) OFFICE (N) LIVINIG ROOM 01 (N) KITCHEN 6. Rafter or roof truss to top plate 4-I0d box 2 (N) BATH/LAU. ROOM (E) 2-CAR GARAGE r-+ ,-- 2-16d common or 3-I0d box A7.0 bA w T Roof rafters to ridge valley or hip rafters; or roof to 2-inch ri*dd9dbeommon or 3-16d box FIN. FLR. R-19 Z TO MATT (E) Z q-IOd box - 2� - - - - - - - (E) CONC. - - - -- h-� O S. Stud to stud (not at brace wa I I pane Is) 16d common or IOd box (E) d ADE SLAB-ON-GRADE 9. Stud to stud and abutting studs at intersecting wa l I corners 7777 16d common or 16d box F -1 �!��!��!i��% L5� �� ! H � (at braced wa I I panels) � 10. 15u i It-up header (2" to 2" header) 16d common or 4-I0d box W Z O % NEW FTG, (E> FTG 11. Continuous header to stud 4-5d common or 4-I0d box 12. Top plate to top plate TYP (E) FTG, TYP IOd box \< "o 13. Top PP late to to P J Tate, at end joints 5r16d common or 12-I0d box SECTION A-A O� O 14. Bottom plate to joist, rim joist, band joist or blocking 16d common SCALE: I/4"=1'-0" N (not at braced wa I I panels) 16d box �- O 15. 150ttom plate to joist, rim joist, band joist or blocking at bra ed-4kl Irclaurmlmr 3-16d box R-30 BATT � N 4--5d common or q--IOd box INSULATION (N) ROOF RAFTER M O 16. Stud to top or bottom plate (E) 2x SOLID 2-16d common or 3-I0d box 1 BLK'G (E) ROOF 17. Top or bottom plate to stud 2-I6d common or 3-IOd A7.0 12 (N) CRIKET RAFTER IS. Top p I at es, I aps at corners and i ntersect i ons 21�d common or 3-IOd 4.5 19. 1" brace to each stud and plate ° _ �QROFESS/��/ -�d common or 2-IOd <' �� i � ��, y NUIHSU 00 W. 1"4' sheathing to each bearing Zed common or 2-I0d box PL. HT. �w P� N�. 21. I"x8" and wider sheathing to each bearing 2-5d common or 2-IOd box _ / (E) R-30 BATT W No'C67655 G m 22. Joist to st i I I, top p I ate, or girder 3-Sd common or 3-I0d box = INSULATION <' (N) COMPOSITE SHINGLE ROOFING, Fyn R_�(1_�� 23. Rim joist, band joist, or blocking to top plate, sti I I or other fr5diagiribierhowr IOd box (D (E) INSUL. + OVER 301b. FELT U. 1"x6" subf I oor or less to each joist 2-5d common or 2-I0d box 00 OFFICE R-15 � TO MATCH (E) ` M. BATHROOM 25. 2" subfloor to joist or girder 2-16d common 2 (N) M. BEDROOM #1 1/2" PLYWD. W/ 8d @ 6"/12" FOFCA��� U. 2" p I anks (p I ank & beam - f I oor & roof) 2-16d common A7.0 � 2X ROOF RAFTER 27. 13u i I t-up girders and beams, 2" I umber I ayers 20d common or IOd box _ R-19 @ 24" O.C. EN GHY CONSULTING ENGINEERS 2-Wd common or 3-IOd box FIN. FLR. (3) 2" 0 HOLES @EVERY STRUCTURAL ENGINEERING TO MATCbi'(E) 28. Ledger strip supporting joist or rafters 3-16d common orA-IOd box j 2X CLG. JOIST, OTHER BLOCKING GARYYU,PE 29. Joist to band joist or rim joist 3-16d common orA-IOd box (E) dRADE j W/ 7-I6D TO R.R. ��i��i��i G 0 0 30. Bridging or blocking to joist, rafter to truss 2-5d common or 2-I0d box <> ✓ -� R-30 INSUL. TOP OF PLATE 30. bridging or blocking to joist, rafter to truss 2-5d common or 2-I0d box (M) 2x LEDGER (2) A-35 @ BLOCKING METAL GUTTER 3 2 0. bridging or blocking to joist, rafter to truss 2-Sd common or -IOd box '� <' 6d common or deformed �� NEW FTG, (E) FTG '<< TYP (E) FTG H 2.5 @ EACH TO MATCH (E) O 3I. I/2" SECTION(sub floor and walle B -B CLG. JOIST box or def rmed � D D ;� �( 32. I9/32"-3/q" 6d common or deformed SCALE: 1/4"=1'-O" ` (2) 2X4 DF#2 TOP PLATES 1 R-15 INSULATION 33. 716' 1 1/4" IOd common or Sd deformed I/2" PLYWD. SHEATHING W/ 3� I I/2' galvanized roofing nail O}. 1/2" fiberboard sheathbi ng < 8d @ 6"/12" (FOR SHEAR WALL, (7/16" head diameter) (E) ROOF 1 3/4 go I van i zed roof i ng nail I (E) COLLAR TIE (E) ROOF RAFTER SEE SHEAR WALL SCHEDULE) W ' RAFTER ' 35. 25/32" fiberboard sheatf�i ng (7/16" diameter head) ' 7/8" THK. STUCCO OVER �..( 36. 3/4" and less 5d common or 6d deformed (E) INSULATION (2) LAYERS OF GRADE 'D' 37. 7/6"-I Sd common or Sd deformed ;� ,' BUILDING PAPER W W 38. 1 116' - 1 VIC IOd common or Sd deformed <' 6d corrosion-resistant siding - - - `, PL. HT. �, O 39. I/V or less ROOF DETAIL W 6d corrosion-resistant casing N d•1 Sd corrosion-resistant siding = 7. 0 SCALE: I/4" = I '-0° Q Q r-I 40. 516' o (E) INSUL. (E) INSUL. O Sd corrosion-resistant casing 00 (E) BEDROOM #3 (E) BEDROOM #2 (N) M. BEDROOM #1 Q 1/2" THK. GYP. BD. j (E) INSUL. a - FINISH FLOOR FINISH FLOOR - ( g THK. TYPE X GYP. BD. 2X4 STUDS @ I6" O.C. ONE-HOUR FIRE-RESISTIVE (E) GRADE PROTECTION ON THE GARAGE SIDE ►-+ O 1\\\/7 E) GRADE �� �`�`�` ` ` ` 1/2" PLYWD. SHEATHING W/ 2X6 MUDSILL W/ 5/8"0 GALV. (MIN. 8d @ 6"/12" (FOR SHEAR WALL, ►-+ O 7" EMBEDMENT) ANCHOR BOLTS @ SEE SHEAR WALL SCHEDULE) - _- O.C. W/ 3"X3"XO 29" 2-16d TO EACH sruD SECTION C C (E) FTG' TYP WASHER � AND STD. NUT 7/8" THK. STUCCO OVER cc W 2-16d TO EACH STUD LAP TO PLATE ADD 1-10d T.N. EA SIDE 2 - 2X SCALE: 1/4"=1'-O" 24 GA. METAL TERMITE SHIELD (2) LAYERS OF GRADE 'D' O O Q+ W FOR STUDS OVER 12'-0" 4 AT SPLICES TOP PLATE HEADER SCHEDULE ( U.O.N. ON PLAN) BUILDING PAPER 2X BLOCKING ®PLY JOINTS U.N.O. 16d AT 16" O.C. STAGGERED & INTERNAL MINIMUM HEADER SIZE 3/4 PLYWD. T&G FLOOR �'----�< @ STUDS OVER 8'-0" HIGH WIDTH OF OPENING W " ° R-15 INSULATION PROVIDE 2X BLOCKING AT MIDSPAN BEARING WALL NON-BEARING WALL SHEATHING / 10d @ 6 /12 2-10d T.N. OR 2-16d END NAILS i i i UP TO 5'-0" 10" DEEP 6" DEEP - BOTH ENDS OF EACH BLOCK i HEADER i i HEADER TOP OF JOISTS FF i i i 5'-0' TO 8'-0" 12" DEEP 8" DEEP R-19 INSULATION, FIRE BLOCK, TYP. ' 8'-0" TO 10'-0" 12" DEEP 10" DEEP NET SUPPORTED METAL WEEP SCREED i REVISION NOTES 1 HEADER 'd' x i i i 4-16d BOTH DOUBLE STUDS AT i i WIDTH OF STUDS, i i i ENDS TYPICAL OPENINGS WIDER THAN i SEE SCHD. i i i NOTES: J ii " Lu 'ii 00 0 00-02-21 PLAN REVIEW 4-0 TYPICAL 1. PROVIDE HEADER ACCORDING TO WIDTH OF OPENING. 'O Q Q �� „ � � °D �/\\��\ PLAN CHECK 2X STUDS @16 O.C. i -DBL TRIM i i i 2. USE PLYWOOD SHIM (� 2x4 WALLS TO PROVIDE FULL WALL WIDTH. U cn \ \ I I I-I6-21 COMMENTS ADD FIRE BLOCK AT 10' i STUDS FOR i i i INTERVAL i OPENINGS >4' i i i 16d @ 12" O.C. FIN. GRADE m STAGGERED(TYPICAL) /\ D\/ ° D NAIL EACH STUD WITH I I I / / / /i i CONC. FOOTING, SSD 2-10d T.N. EACH SIDE OR i i i i i 16d AT 16" O.C. WITH 2-16d END NAILS i i i i i 16d AT 16 O.C. 4 U.O.N. ° '-0' 4'-0' 2X PRESURE U.O.N. W/ 16-16d JOINT IN TOP 2X REINF, SSD NO DATE REVISION i i i i i TREATED SILL a - 5/8" X 12" LONG ANCHOR ° 4 SCALE: AS NOTED 9" MAXIMUM Qa 4 4 BOLTS @ 4'-0" O.C. U.N.O. a a Z, JOINT IN JOINT IN 4 1/2 MIN. TYP. 2 BOLTS PER BOARD MIN. BOTTOM 2X BOTTOM 2X OR PER S.W.S. � DRAWN BY: GHY 2 PERIMETER FOOTING 3 STUD WALL ASSEMBLY 7. 0 SCALE: I/4" = 1 '-0" DWG. N0. A7,0 SCALE: 3/8"=1'-0" ATO Corr munityPevelopm0htZkp ,f1-WM Planninf Division - D [q�"W. 9VALL SWITCH TABLE 150,0-A CUMMNO APPROVED CLASSIRCATION OF HIGH-EFFICACY LIGHT SOURCES Case # K1i2021-OAALL SWITCH W/ VACANCY SENSOR _ Q ApoSation Number(d-WAY ELECTRICAL WALL SWITCH HIGH'EFFOCACY LIGHT SOURCES � w I�i ht Source Shall comply with one of the colu ran% below; � > Approval B dy: DirWtor/Staff WALL MOUNTED ELEC. OUTLET WITH w Approval D to a1062/22 GROUND FAULT INTERRUPTER Light sources M this column. other than []7o�e installed in ceiling light sources in this c-olu r n ����]� ��n�id�reci l� � high c�ca�� i� W � o x Signature Brianne Harkousha (TAMPER RESISTANT) mccsscd down Iight luma na-3res-, are c lass itir l as high effi acy and th(-,y are ceztifit5d to the Cor rn1ssion a-s High Efficacy light Sources Case Manager ALL RECEPTACLES i WALL MOUNTED ELEC. OUTLET are ruird tmpl}� with I, fernc ,Iiint ►pr�dix ,1A are �ktrccrd�l� ce Frith 1frncokntppen�� J and marked .� ARE AFCI & IN COMPLIANCE ►--� `� (TAMPER RESISTANT) mquired by J $, WITH THE 2019 CEC a WALL MOUNTED LIGHT 1. Pin-based Iiwar fTaomsccnt cr oo mpact fluoresccnt light 8, All light sources insmiled in xiijilig rec�-_,q%ed downlight Jumi- WP SURFACE MOUNTED FLUOR. LIGHT sources using electronic ballasts. nai res. Note that ceiling reocsscd downlight luminaires sha.11 not. HOSE GFCI 2. Pulsc-start i natal halide light sources- have screw bases regardless of lamp type, as described in Section BIBB 'bj) w ® 4 Q RECESSED LED LIGHT 3, High p�ssure s .lium Iight sources, 1 k � - - - - z ® 4"0 RECESSED LED LIGHT, 9. A ny Eight saaur not oth er IE�ted in th is table,_ - - - - � p � z m1 riai�s wl th hardwa red h I g I t req uenc y g-'n rater and j se C �Q (SUITABLE FOR WET LOCATION) induction lamp. / \ I CR� ® CEILING LIGHT FIXTURE 51 LED light suurccs installed outdoors, cl � I I � ct � a d li 1 I / (N) M. BEDROOM #1 W z UNDER CABINET LED LIGHT 6, lns�parable L luminaires contain1ng coloreght �ourees * * - I (N) OFFICE I thai are 1 nsta I i od to prDvid, deco rani ve lig h ti ng- I I CR o - 0 CR SURFACE-MOUNT HIGH EFFICIENCY \ / I O Q LUMINAIRE W/VACANCY SENSOR 0 / Hu IDITY I � �S SMOKE DETECTOR (DIRECT WIRED A \ CO TROL o LEONLITE, ® o SEE SPECS 49 S� W/ BATTERY BACK UP) ^ 7/'M\S_(P�H �^ M o N VACANCY \ OSD COMBINED SOME DETECTOR/ - o (E) A/C (N) 200-AMP SENSON CARBON MONOXIDE DETECTOR ELEC. METER S ° VAC CY S ° CONDENSER N O WP/GFCI SD SENSO SD M U El AIR EXCHANGE CEILING FAN (5 AIR o o �D � CHANGES PER HOUR) EQUIPPED WITH o W/ HUMIDITY CONTROL CR CR - - - - - - - - - - - - (ram N QROFESS/pN 0 6" X 12" METAL CEILING REGISTER. F - - - I FA G y u FURNACE UNIT (E) BEDROOM #21 W No:C67655 n WH WATER HEATER I I (N) LIVING ROOM I LL I I 1 Vvr a_ n_1)1 rn rn �C CABLE WALL OUTLET 12' A.F.F. �'ATH 2 I \� �i SP SOUND SPEAKER I - * FOF CA�� MSP MOTION SENSOR W/ PHOTOCELL CONTROL I I o HUMI T ( SCR O Vs VACANCY SENSOR LI i GHY CONSULTING ENGINEERS M LFi 1 GFCl/WP GROUND FAULT INTERRUPTER/WATER- ATT_ I PROOFED COVER. - - _ - SD STRUCTURAL ENGINEERING c� 1{�J}i' ,{�} GARY YU,PE AFCI ARC-FAULT CIRCUIT INTERRUPTOR FCI ITT I / 1 t=--� 3D 3 /[ _1CL 1* I / / S ELEC. PNL. ELECTRIC PANEL I I I I s o GFCI I III ° O ADDITIONAL NOTES: DISHWASHER/ I •-� I I I I I I qS LUMINAIRES ADDITIONAL ELECTRICAL NOTES: DISPOSER o I �. 6 I � � (N) DlNlfy�l I. RECESSED DOWNLIGHT LUMINAIRES IN CEILINGS SHALL BE LISTED o / I FOR ZERO CLEARANCE, SHALL BE CERTIFIED AS AIRTIGHT (INCLUDING A)ALL WALL SPACES, 2 FEET OR MORE IN WIDTH, SHALL HAVE Imo___ __�I I / 1 (E) BEDROOM #3 RECEPTACLES INSTALLED SUCH THAT NO POINT MEASURED (E) BEDROOM #4 Q EXHAUST FAN HOUSINGS), SHALL BE SEALED WITH A GASKET OR I � I � � I CAULK BETWEEN THE LUMINAIRE HOUSING AND CEILING, SHALL NOT HORIZONTALLY IS MORE THAN 6 FEET FROM A RECEPTACLE (12 FOOT GFCI (N) KITCHEN CONTAIN SCREW BASE SOCKETS, AND ALL LIGHT SOURCES SHALL BE MAXIMUM SPACING) (CEC 210.52(A)(1) & (2)) I \ I / / / / MARKED WITH JA8-2016-E" AS SPECIFIED IN REFERENCE JOINT B)COUNTERTOPS IN KITCHENS, PANTRIES, BREAKFAST ROOMS, DINING i APPENDIX JA8. RODMS E TACDL S INSTALIrILAR A ED SUCH CES 12 INCHES THATNO POINTR WIDER SHALL THE WALL �rbB 2. ALL FORWARD PHASE CUT DIMMERS USED WITH LED LIGHT SOURCES SHALL COMPLY WITH NEMA SSL 7A. MORE THAN 2 FEET FROM A RECEPTACLE. (CEC 210.52(C)(1)) �O QO ) ENTRY W W 3. EXHAUST FANS SHALL BE SWITCHED SEPARATELY FROM LIGHTING O ALL RECEPTACLES IN BATHROOMS, GARAGES, ACCESSORY BUILDINGS, I F SYSTEM. OUTDOORS, CRAWL SPACES, UNFINISHED BASEMENTS, KITCHENS ; �, DD 3D 4. LUMINAIRES SHALL BE SWITCHED WITH READILY ACCESSIBLE (WHERE RECEPTACLES SERVE COUNTER TOP SURFACES), LAUNDRY LE o MSP RANGE ONLITE, CONTROLS THAT PERMIT THE LUMINAIRES TO BE MANUALLY AREA, SINKS (WITHIN 6 FEET OF THE EDGE OF THE SINKS, BATHTUBS, ® HOOD 0 SEE SPECS iIQ r, SWITCHED ON AND OFF. OR SHOWERS), SHALL HAVE GROUND-FAULT CIRCUIT INTERRUPTER - -^-' xj W 5. IN BATHROOMS GARAGES, LAUNDRY ROOMS, AND UTILITY ROOMS, AT (GFCI) PROTECTION. (CEC 210.8) LEAST ONE LUMINAIRE IN EACH OF THESE SPACES SHALL BE D)IN ALL AREAS SPECIFIED IN 210.52, ALL 125-VOLT, 15- AND 20- AMPERE (A n/2 (E) PORCH FCI Q w p CONTROLLED BY AN OCCUPANT OR VACANCY SENSOR. RECEPTACLES SHALL BE LISTED TAMPER-RESISTANT RECEPTACLES. I� 3N a 6. DIMMERS OR VACANCY SENSORS SHALL CONTROL ALL LUMINAIRES (CEC 406.12) 0 I ® WP r, (EXCEPTIONS: LUMINAIRES IN CLOSETS LESS THAN 70 SQ. FT. AND M-+-1 IN HALLWAYS). 77, ° 7. UNDER CABINET LIGHTING SHALL BE SWITCHED SEPARATELY FROM 2 J a OTHER LIGHTING SYSTEMS. 3 ❑ 8. RESIDENTIAL OUTDOOR LIGHTING SHALL BE CONTROLLED BY A Technical Details 3D O 1-� MANUAL ON AND OFF SWITCH WITH PHOTOCELL AND EITHER A MOTION SENSOR OR AN AUTOMATIC TIME SWITCH CONTROL; OR 220v E'{ CONTROLLED BY AN ASTRONOMICAL TIME CLOCK CONTROL. Manufacturer LEONLITE _=H PLUMBING Part Number SB2BL-42W30GN-BRZ (N) ELECTRICAL O n� 1--1 �-1 ►-� 1� 9. THE MAXIMUM FLOW RATE OF KITCHEN FAUCETS SHALL NOT EXCEED VEHICLE CHARGER ►'`� 1.8 GALLONS PER MINUTE AT 60 PSI. (CGBC 4.303.1.4.4) Item Weight 5.63 pounds 10. SHOWER STALLS SHALL HAVE A CLEAR INTERIOR FINISH AREA OF r, 1024 SQUARE INCHES AND BE ABLE TO ACCOMMODATE A MINIMUM Product Dimensions 23.03 x 14.17 x 6.02 inches cc W 30-INCH CIRCLE AT THE THRESHOLD LEVEL. THESE CLEARANCES O O M-4 14 SHALL BE MAINTAINED UP TO A HEIGHT OF 70 INCHES ABOVE Country of Origin China ® ITI O w SHOWER DRAIN. (CPC 408.6) ALL (E) RECEPTACLE 11. SHOWER DOORS SHALL OPEN SO AS TO MAINTAIN NOT LESS THAN A Item model number SB2BL-42W30GN-BRZ OUTLETS HERE IN COMPLIANCE 22-INCH UNOBSTRUCTED OPENING FOR EGRESS. (CPC 408.5) W/ 2019 CEC TO REMAIN AS IS 12. SHOWER COMPARTMENTS AND WALLS ABOVE BATHTUBS WITH Size 1 Pack INSTALLED SHOWER HEADS SHALL BE FINISHED WITH A SMOOTH, NONABSORBENT SURFACE TO A HEIGHT NOT LESS THAN 72 INCHES (6 Color Brown FT). (CRC R307.2) (E) 2-CAR GARAGE 13. THE MAXIMUM HOT WATER TEMPERATURE DISCHARGING FROM THE Style Metal REVISION NOTES BATHTUB, SHOWER AND WHIRLPOOL BATHTUB FILLER SHALL BE LIMITED TO 120 DEGREES FAHRENHEIT. THE WATER HEATER Finish luminum&PC ELECTRICAL PLAN 0 06-02-2 PLAN REVIEW THERMOSTAT SHALL NOT BE CONSIDERED A CONTROL FOR MEETING THIS PROVISION. CPC 408.3 Material Metal I 08-30-21 PLAN CHECK ELECTRICAL Shape Round SCALE: 1/4" = 1'-0" COMMENTS PLAN CHECK 14. A MINIMUM OF TWO 20-AMP SMALL APPLIANCE BRANCH CIRCUITS Power Source C 2 11-16-21 COMMENTS SHALL BE PROVIDED FOR ALL RECEPTACLE OUTLETS IN THE KITCHEN, PLAN CHECK DINING ROOM, PANTRY, OR OTHER SIMILAR AREAS. (CEC 210.11(C)(1)) Voltage 120277 Volts 3 12-20-21 COMMENTS 15. AT LEAST ONE 20-AMP BRANCH CIRCUIT SHALL BE PROVIDED TO SUPPLY LAUNDRY RECEPTACLE OUTLETS. SUCH CIRCUITS SHALL HAVE NO DATE REVISION NO OTHER OUTLETS. (CEC 210.11(C)(2)) Wattage 40 watts 16. AT LEAST ONE 20-AMP BRANCH CIRCUIT SHALL BE PROVIDED TO SUPPLY BATHROOM RECEPTACLE OUTLETS. SUCH CIRCUITS SHALL Type of Bulb LED SCALE: AS NOTED HAVE NO OTHER OUTLETS. (CEC 210.11(C)(3)) 17. ALL 120-VOLT, SINGLE-PHASE, 15- AND 20-AMPERE BRANCH CIRCUITS Luminous Flux 4800 Lumen SUPPLYING OUTLETS OR DEVICES INSTALLED IN DWELLING UNIT DRAWN BY: GHY KITCHENS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, Special Features Dusk to dawn, Swivel head, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, ETL & ENERGY ST R listed, DWG. NO. CLOSETS, HALLWAYS, LAUNDRY AREAS, OR SIMILAR ROOMS OR AREAS Wet location available, 5 years SHALL BE PROTECTED BY A LISTED ARE-FAULT CIRCUIT warranty A8 . 0 INTERRUPTER. (CEC 210.12) Community Development Department Planning Division —Cupertino DocuSign Envelope ID:392595AC-96CF-454A-9A43-375661696792 CUPERTINO APPROVED 4.305.1 Water Reuse Systems. Newly constructed residential Case# 1-0 4 CALGREEN RESIDENTIAL CHECKLIST — MANDATORY developments, where disinfected tertiary recycled water is available from a CALGREEN SIGNATURE DECLARATIONS ~ ica mE,er s1 ITEMS municipal source to a construction site, may be required to have recycled ^ Q water supply systems installed, allowing the use of recycled water for CHOU'S RESIDENCE ADDITIONS AND REMODEL pp Y Y 9 Y ❑ Project Name: > Approval I Bqd D to COMMUNITY DEVELOPMENT DEPARTMENT• BUILDING DIVISION residential landscape irrigation systems. See Ch. 15 of the CPC. a4 pp y. ALBERT SALVADOR, P.E., C.B.O., BUILDING OFFICIAL MATERIAL RESOURCE Project Address: 10180 BONNY DRIVE A rova I D to c� 10 pp 1UJUu I IJKKt H ENUE •CUPERTINO, CA 95014-3255 ADD 255 SF TO A NEW BATHROOM AND OFFICE IN THE REAR OF HOUSE I� O Signature Brianne Harkousha Project Description: 777 FAX(408)777-3333 •building(a.cupertino.org , U H Case Manager Enhanced Durability and Reduced Maintenance ,_ x PURPOSE: 4.406.1 Rodent proofing. Annular spaces around pipes, electric cables, I� conduits, or other openings in plates at exterior walls shall be protected ® ❑ SECTION 1 — DESIGN VERIFICATION a The 2019 CalGreen Code applies to additions or alterations of existing residential buildings where the addition or against the passage of rodents by closing such openings with cement mortar, d alteration increases the building's conditioned area, volume, or size and also applies to all new low-rise residential concrete masonry or similar method acceptable to the enforcing agency. Complete all lines of Section 1 -"Design Verification" and submit the completed checklist(Columns 1 and 2)with the U buildings, high-rise residential buildings, or both. Existing site and landscaping improvements that are not otherwise plans and building permit application to the Building Department. N Z disturbed are not subject to the requirements of CALGreen. Construction Waste Reduction, Disposal and Recycling CHOU'S FAMILY RESIDENCE ROOM ADDITION AND REMODEL The owner and design professional responsible for compliance with CalGreen Standards have revised the plans and bA w Project Name: 4.408.1 Construction waste management. Recycle and/or salvage for certify that the items checked above are hereby incorporated into the project plans and will be implemented into the Z reuse a minimum of 65 percent of the nonhazardous construction and in accordance with the requirements set forth in the 2019 California Green Building Standards Code as 10180 BONNY DRIVE ® ❑ project q g L7 Project Address: demolition waste in accordance with either Sections 4.408.2, 4.408.3 or adopted by the City of Cupertino. 4.408.4, or meet a more stringent local construction and demolition waste DocuSigned by: Project Description: management ordinance. 8/30/21 Owner's Signature 00595C&5DF84FB Date Ct F" Instructions: BuildingMaintenance and Operation g ^ p �D � w Z 1. The Owner or the Owner's agent shall employ a licensed professional experienced with the 2019 California Green 4.410.1 Operation and maintenance manual. At the time of final inspection, LI CHIH CHOU U BuildingStandards Codes to verify and assure that all required work described herein is properly planned and an operation and maintenance manual shall be provided to the buildingOwner's Name (Please Print) O Y q p p Y p P P ® ❑ �+ d- U implemented in the project. occupant or owner. 8/30/21 0 01 2. The licensed professional, in collaboration with the owner and the design professional shall initial Column 2 of this O •--q x checklist, sign and date Section 1 - Design Verification at the end of this checklist and have the checklist. 4.410.2 Recycling by occupants. Where 5 or more multifamily dwelling units Design Professional's Signature Date ' \ `p C7 3. Prior to final inspection by the Building Department, the licensed professional shall complete Column 3 and sign and are constructed on a building site, provide readily accessible area(s)that GARY YU v 1 serves all buildings on the site and is identified for the depositing, storage and O� x date Section 2 - Implementation Verification at the end of this checklist and submit the completed form to the collection of non-hazardous material for recycling, including (at a minimum) ❑ ❑ Design Professional's Name (PIPaca Prints N Building Inspector. / p _ paper, corrugated cardboard, glass, plastics, organic waste, and metals, or Cx C%�V 8/30/21 N � meet a lawfully enacted local recycling ordinance, if more restrictive. �, a Column 2 Column 3 Signature of License Professiol�a� ���N�� �., for CalGreen compliance Date N MANDATORY FEATURE OR MEASURE Project Verification GARYYU M o ENVIRONMENTALQUALITY Requirements Name of License Professional responsible for CalGreen compliance (Please Print) Phone A4.1 PLANNING AND DESIGN Fireplaces ghyengineer@gmail.com Planning and Design - Site Development 4.503.1 General. Install only a direct-vent sealed-combustion gas or sealed ® ❑ Email Address for License Professional responsible for CalGreen compliance wood-burning fireplace, or a sealed woodstove. QRQFE$$/�N which disturb 6.2 o lerm ss thaater n one age of oil and are retention n otnart of a largerr common Pollutant Control ��,� y MRS.' , p g ® ❑ SECTION 2 — IMPLEMENTATION VERIFICATION plan of development shall manage storm water drainage during construction. � �P� 4.504.1 Covering of duct openings and protection of mechanical Complete, sign and submit the competed checklist, including column 3, together with all original signatures on Section w m No:C67655 rn 4.106.3 Grading and paving. The site shall be planned and developed to equipment during construction. Duct openings and other related air ® ❑ 2 to the Building Department prior to Building Department final inspection. �Vrn% keep surface water away from buildings. Construction plans shall indicate how ® ❑ distribution component openings shall be covered during construction. site grading or a drainage system will manage all surface water flows. 4.504.2.1 Adhesives, sealants and caulks. Adhesives, sealants and caulks I have inspected the work and have received sufficient documentation to verify and certify that the project identified 4.106.4 Electric vehicle (EV) charging for new construction. New p p shall be compliant with VOC and other toxic compound limits. ® ❑ 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. �� �- construction shall comply with Sections 4.106.4.1 and 4.106.4.2 to facilitate ® ❑ 4.504.2.2 Paints and coatings. Paints, stains and other coatings shall be FQF CA�-� future installation and use of EV chargers. compliant with VOC limits. ® ❑ Signature of License Professional responsible for CalGreen compliance Date A4.2 ENERGY EFFICIENCY 4.504.2.3 Aerosol paints and coatings. Aerosol paints and other coatings GHY CONSULTING ENGINEERS shall be compliant with product weighted MIR Limits for ROC and other toxic ® ❑ STRUCTURAL ENGINEERING General compounds. Name of License Professional responsible for CalGreen compliance (Please Print) Phone GARY YU,PE 4.201.1 Low-rise residential buildings shall meet or exceed the minimum ® ❑ 4.504.2.4 Verification. Documentation shall be provided to verify that Rant VOC limit finish materials have been used. ® ❑ Email Address for License Professional responsible for CalGreen compliance compliant standard design required by the California Energy Standards. p Page 3 of 5 CalGreen_2019.doc revised 11112020 Page I of 5 CalGreen_2019.doc revised 11112020 Page 5 of 5 CalGreen_2019.doc revised 11112020 0 A4.3 WATER EFFICIENCY AND CONSERVATION I� 4.504.3 Carpet Systems. All carpet installed in the building interior shall ® ❑ W meet the testing and product requirements of one of the four standards listed. O N Indoor Water Use �-1 4.504.4 Resilient flooring systems. Eighty(80) percent of floor area W 4.303.1 Water conserving plumbing fixtures and fittings. Plumbing fixtures receiving resilient flooring shall comply with the VOC-emission limits defined in r� (water closets and urinals) and fittings (faucets and showerheads) shall comply the Collaborative for High Performance Schools (CHIPS) Low-emitting ❑ ❑ I---I with the following: Materials List or be certified under the Resilient Floor Covering Institute (RCFI) FloorScore program and UL GREENGUARD Gold. W W W 8 4.303.1.1 Water Closets. The effective flush volume of all water closets shall not exceed 1.28 gallons per flush. Tank-type water closets shall be 4.504.5 Composite wood products. Particleboard, medium density certified to the performance criteria of the U.S. EPA WaterSense fiberboard (MDF), and hardwood plywood used in interior finish systems shall ® ❑ ® '� Specifications for Tank-type Toilets. comply with low formaldehyde emission standards. W ❑ 4.303.1.2 Urinals. The effective flush volume of urinals shall not exceed Interior Moisture Control 0.125 gallons per flush. 4.505.2 Concrete slab foundation. Required vapor retarders and capillary ❑ ❑ Q w 8 4.303.1.3.1 Single Showerheads. Showerheads shall have a maximum breaks are also required to comply with CalGreen Section 4.505.2.1. flow rate of not more than 1.8 gallons per minute at 80 psi. Showerheads N shall be certified to the performance criteria of the U.S. EPA WaterSense 4.505.3 Moisture content of building materials. Moisture content of building El ® Specification for showerheads. materials used in wall and floor framing is checked before enclosure (<19%). Q ❑ 4.303.1.3.2 Multiple Showerheads serving one shower. When a Indoor Air Quality and Exhaust 0 a shower is served by more than one showerhead, the combined flow rate of all showerheads and/or other shower outlets controlled by a single valve shall not exceed 1.8 gallons per minute at 80 psi, or the shower shall be ® ❑ ventilated Bathroom exhaust fans. Each bathroom shall be mechanically El I] designed to allow only one shower outlet to be in operation at a time. ventiled with an energy star exhaust fan with humidity control. 8 4.303.1.4.1 Residential lavatory faucets. The maximum flow rate of Environmental Comfort o W residential lavatory faucets shall not exceed 1.2 gallons per minute at 60 N psi. The minimum flow rate of residential lavatory faucets shall not be less 4.507.2. Heating and air-conditioning system design. Duct systems are lyl than 0.8 gallons per minute at 20 psi. sized, designed and equipment is selected using the following methods: �J ❑ 4.303.1.3.2 Lavatory faucets in common and public use areas. The 1. Establish heat loss and heat gain values according to ACCA Manual J or Cc W I� maximum flow rate of lavatory faucets installed in common and public use equivalent. ® ❑ O 0 areas (outside of dwellings or sleeping units) in residential buildings shall 2. Size duct systems according to ACCA 29-D (Manual D) or equivalent. ® 11-IT-II not exceed 0.5 gallons per minute at 60 psi. 3. Select heating and cooling equipment according to ACCA 36-S (Manual S) ❑ 4.303.1.4.3 Metering faucets. Metering faucets when installed in or equivalent. residential buildings shall not deliver more than 0.2 gallons per cycle. INSTALLER AND SPECIAL INSPECTOR QUALIFICATIONS 8 4.303.1.4.4 Kitchen Faucets. The maximum flow rate of kitchen faucets shall not exceed 1.8 gallons per minute at 60 psi. Kitchen faucets may Qualifications temporarily increase the flow above the maximum rate, but not to exceed REVISION NOTES 2.2 gallons per minute at 60 psi and must default to a maximum flow rate 702.1 Installer training. HVAC system installers are trained and certified in of 1.8 gallons per minute at 60 psi. the proper installation of HVAC systems. 0 00-02-21 PLAN REVIEW 4.303.2 Standards for plumbing fixtures and fittings. Plumbing fixtures and 702.2 Special inspection. The Licensed Professional responsible to verify PLAN CHECK fittings shall be installed in accordance with the California Plumbing Code and ® ❑ CALGreen compliance is qualified and able to demonstrate competence in the ® ❑ 1 08-30-21 COMMENTS shall meet the applicable standards referenced in Table 1701.1 of the discipline they inspect and verify. California Plumbing Code. Outdoor Water Use Verifications 4.304.1 Outdoor potable water use in landscape areas. Residential 703.1 Documentation. Verification of compliance with CALGreen may development shall comply with a local water efficient landscape ordinance or include construction documents, plans, specifications, builder or installer [NO DATE REVISION the current California Department of Water Resources' Model Water Efficient certification, inspection reports, or other methods acceptable to the enforcing ® ❑ Landscape Ordinance (MWELO), whichever is more stringent. ❑ ❑ agency which show substantial conformance. Implementation verification shall be submitted to the Building Department after implementation of all required SCALE: AS NOTED measures and prior to final inspection approval. DRAWN BY: GHY Page 2 of 5 CalGreen-2019.doc revised 11112020 Page 4 of 5 CalGreen_2019.doc revised 11112020 DWG. N 0. G1 . 0 12/19/21, 11:58 P Gmail-Incomplete 2 Email-R -2021-034 Community Develop nt De rtment Planning Divisi ,Cupert CUPERTINO APPRa Case # RM- A Approval Bod Staff Approva I D Signature Technical Details .Manufa,;.wrer LEONLrrE Part Namber S82BL-42WUGN.9RZ.2P Them WLgghE 6.89 pWntls Pr IdtKE DiWnsipnS 23.0.3 x 1d.17 x{. uwjw Country od Origin China lickm lMXM trumber 5326L-4ZW3 N-5RZ-2P Cmw $19hSp1 Style Modcm knish ArumMurn&PC MaMrwl Metal Shape R and Powcl Souote ABC +Iwulge 124277 wu 1+,Wttage 40 Wads Type of Bulb LE1) Larninaus Flux 4800 Lurnim Special Features dusk rb dawn,SwiM Mad,ETL iR ENERGY $TAR usual, r lgcarlon pvallagre,5}ears warranty Batteries Indud+ed? No Qatteries Required:+ No 12/29 Corr muaWUW61�0n_�$*artment Planning Division —Cupertino A B (D5 C 13 D CUPERTINO I. AAPp� F/f9I[D,LS AND WORKMANSHIP SHALL CONFORM WITH THE REQUIREMENTS OF THE BUILDING CODE S-3 FE ALL POSTS 4X4 U.O.N. R � 1191� CRC 2019 OR THE LATEST AS REQUIRED BY STATE LAW. (PERFORATED) 17 Q Case# 2 DRILL & EPDXY 2App4ilc�tCr�t�ijrnLF�a�� OR CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SHALL CHECK WITH OTHER 4X4 POST, I S63 r10 L=18' CONT CT RS MECHANICAL AND ELECTRICAL, FOR PIPE SLEEVES, CONDUITS, ETC. TO BE EMBEDDED IN � S-3 S-3 REBAR DOWELS � � Approval B dy: Dire TYP., U.N.O. HDU2 - HDU2 FLOOR SHEATH W/ ALL EDGES BILK, 10/S-3 E FOUNDATIONS ETC BEFORE COMMENCING WITH THE WORK. A 3 Approval D to 02/02/22 . -- • S_1 3/4" PLYWD., T&G W ———— ------------- ------ �T� l fl �THERWISE SPECIFICALLY SHOWN OR NOTED, ALL TYPICAL DETAILS SHALL BE USED WHERE 1 - - - - - - I - _ - -___ --- i IOD NAILS @ 6" O.C. SUPPORTED F-�� Signature Bn nne, a^ ..,_ ., ,�^__ - - - ________________ ___ w 00 U ase Manager TYPICAL AT SIMILAR LOCATIONS. Q I r-- - - ------ ---- - -- F- I EDGE, 10" O.C. FIELD. ,_ x 4. ALL DRAWINGS CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE 1 I 1 " SQ. PAD 1 r= _ I � O PROCEEDING WITH THE WORK. F , TYP, I S-3 I I U N. I 1 1 �I (E) FOOTING I I 17 I � I I % TO REMAIN I STUDS HEIGHT SCHEDULE _ 5. SPECIAL INSPECTIONS: THE CONTRACTOR SHALL CONTACT THE ENGINEER-OF-RECORD TO INSPECT THE 3 S-1 I I U DRILL & EPDXY HOLDOWN RODS 48 HOURS PRIOR TO INSTALLATION OF HOLDOWNS WITH EPDXY. I I 1 6 -0 ( X) I I I I 1 �" U7 6. ALL OFFSITE PRE ASSEMBLED ITEMS WITH SHOP DETAILS, ERECTION AND PLACEMENT DIAGRAMS I I I I I L-10' i I HEIGHT SIZE AND SPACING SHALL BE SUBMITTED TO THE ARCHITECT FOR APPROVAL BEFORE FABRICATION. ( I , 4X8 r 1 1 I 1 1 "H" OF STUDS �•/ W L=13-'6" (PERFORATED) A I —J L_J G R E R L J 1 B I I 7. SITE SAFETY : THE CONTRACTOR SHALL BE SOLELY AND ENTIRELY RESPONSIBLE FOR SAFETY HATCHED REGIONS "G 4 I 1 (E) RAISED 1 H<9'-6" 2X4 @ 16" O.C., 2x6 @ 24"O.C. ~ O bA w CONDITIONS AT THE JOB SITE INCLUDING BUT NOT LIMITED TO SAFETY OF PERSONS AND PROPERTY, I I (N) 2X6 D #2 1 I I AND FOR ALL REQUIRED INDEPENDENT SAFETY REVIEWS BY QUALIFIED AUTHORITIES, THE ARCHITECT DENOTE NEW I -3 HANG I 0j F.J.@16" O.C. FLOOR I z OR ENGINEER IS NOT RESPONSIBLE FOR SAFETY MEASURES ON THE JOB SITE. FOOTING, TYP 6 1 ILU R ® i I = TO REMAIN 9'-6%H<16'-0" 2X6 @ 16" O.C. � 8. FOUNDATION WORK S-3 ( L-_8 x8 LEDGE i I I 1 I U w Z A) GEOTECHNICAL REPORT IS NOT AVAILABLE. FOUNDATION DESIGN IS BASED ON SOILS I I H U2 HDU2 I 1 SIMP. "HU" I I �„� 0 RECOMMENDATIONS PER SECTION 1803.2 OF 2019 CBC. Q I L 1 HANGER, TYP I I U B) THE NATURAL SOIL OR STRUCTURAL FILL ON WHICH FOOTINGS OR SLABS ARE FOUNDED SHALL -----------------------_ I --- - - - - -- - -- - - -- 1 L=10'-0" O x BE COMPACTED AND BACKFILLED AS REQUIRED. I ® ® 1 0 1 �------------------------ ---- -----------// --- ----- 1 I A I 9. CONCRETE WORK 1 I 1 �I SHEAR WALLS I 3 DRILL & EPDXY 15 I 1 � I x CONCRETE SHALL BE GOOD QUALITY HARDROCK PORTLAND CEMENT AGGREGATE AS PER ACI 1 > I S STANDARDS. THE MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS SHALL BE 2500 PSI. I 1 S_1 REBAR DOWELS S-3 r I> S-1 < I ^ as 2. 1 1 (2 LOCATIONS) 8 —�; SAW CUT 18"x24" N. SHEAR WALL SCHEDULE ►� a 10. REINFORCING STEEL I S_3 FDN ACCESS OP I I M O A) ALL DEFORMED REBAR SHALL CONFORM TO ASTM STANDARDS ASTM A615 GRADE 60 FOR 1 I /—(E) FOOTING I I TYPE A TYPE B TYPE C #5 BARS AND LARGER AND GRADE 40 FOR #4 BARS AND SMALLER. 4X4 POST I i TO REMAIN 4X4 POST I I B) WIRE MESH SHALL CONFORM WITH ASTM A185 SPECIFICATIONS. I 1 1 1 CAPACITY 260 380 490 C) ANY WELDING SHALL CONFORM WITH AWS D1.4 IN SECTION ON REINFORCING STEEL METAL I I 1 I (LB/FT) INSERTS AND CONNECTIONS IN RC CONSTRUCTION. i I 1 I SHEATHING 15/32" D) ALL DETAILING SHALL CONFORM WITH THE LATEST ACI DETAILING MANUAL SPECIFICATIONS. 1 24"X24" PAD, 1 1 OO 1 CENTERED 1 I CDX PLWD RpFESS/p E) ALL REBAR LAPS AND SPLICES SHALL HAVE 30 DIA LAP LENGTH OR 2 FT MIN. FOR 5/8'' I 24"X24" 1 Q N,q 4X6 POST I AT POSTS 1 I EDGE 8D @ 6" 8D @ 4" 8D @ 3" �,� '0MHS AND SMALLER REBARS AND SHALL ALSO APPLY TO DOWEL EXTENSIONS OR EMBEDMENTS I I PAD 4X6 POST 1 I NAILS O O.0 O.C. O.C. � Q�y UN��'yG� UNLESS AS NOTED ON DRAWINGS. 5 I G F) ALL REINFORCING BARS, ANCHORS, BOLTS AND SLEEVES SHALL BE SECURELY FASTENED I `a ' 1 FIELD c� No:C67655 1 8D @ 12" O.C. w mn BEFORE PLACING CONCRETE. ALL JOINTS SHALL BE CLEAN AND CLEARED OF ALL DEBRIS. . ! I S-3 I NAILS rvn a_1n_')l G) CONCRETE COVER TO CONFORM TO CBC CODE: 3" COVER FOR CONCRETE EXPOSED TO 1-� -"'� S-3 1 1 SOIL; 2" COVER EXPOSED TO WEATHER; 1-112" COVER FOR BEAM PRIMARY REINF. I I I FRAMING O SIMP A34 @ SIMP A35 @ SIMP A35 @ 1 i 3o"x3o (E) RAISED i CLIPS 16" O.C. 12" O.C. 10" O.C. 11. STRUCTURAL STEEL AND MISCELLANEOUS APPURTENANCES 4X6 POST 1 CENTE I 30X30 i 1 FLOOR PAD WXPI I SILL PLATE 16D @ 6" 16D @ 4" 4 Q x 6" LAG �iF�CAL�� A) ALL FABRICATION AND ERECTION OF STRUCTURAL STEEL AND FASTENERS, CONNECTORS ETC. I L- AT PO Se 1 1 1 NAILS O O.C. O.C. SCREW @ 6" O.C. SHALL CONFORM WITH THE LATEST EDITION OF AISC SPECIFICATIONS I I I TO REMAIN B) ALL WELDING SHALL CONFORM WITH AWS SPECIFICATIONS FOR STEEL WELDING. COMPLETE 1 I GHY CONSULTING ENGINEERS 1 I 5 1 I 1 I SILL PLATE A.B. 2x6 P.T. PL 2x6 P.T. PL JOINT PENETRATION SHALL BE FULL PENETRATION WELDS AND WELDING PROCEDURES AND ` I 1 I L 3X6 P.T. PL 5/8" Q TESTS SHALL BE IN ACCORDANCE WITH AWS DI.I LATEST EDITION AND AISC SEISMIC -� S-3 I L _0'' I 1 W/ 3'X3 X 1/4 5/8 0 A.B. @ 5/8" b A.B. @ A.B. @ 32" O.C. STRUCTURAL ENGINEERING 1 PROVISIONS 2014 AND LATER SUPPLEMENTS. 1 1 1 1 WASHER O5 48" O.C. 40,� O.C. GARYYU,PE C) ALL STRUCTURAL STEEL MEMBERS AND APPURTENANCES ARE AISC A992-GR50/ (TUBULAR) 1 I 1 1 I I A500 GR-B HHS U.O.N. FLOOR/ ROOF B.N. REFER TO DETAIL DRAWINGS I D) UNFINISHED ANCHOR BOLTS, BOLTS SHALL BE A-307 AND ALL HIGH STRENGTH BOLTS SHALL 1 1 NO WORK 1 NAILS 6 MIN. IOD @ 6" O.C. I BE A325 AISC SPECIFICATIONS. I ° I RETROFIT SIMPSON "URFP" @ 4'-0" O.C. E) ALL STEEL SHALL BE PAINTED WITH ONE PRIMER COAT AND ONE FINISHING COAT OF RED I 1 HERE 1 PLATE FOR EXISTING FOOTING ONLY LEAD PAINT OR EQUIVALENT. WHERE STEEL IS EXPOSED TO WEATHER IT SHALL BE HOT I 1 I I DIPPED GALVANIZED ZMAX OR EQUIVALENT. DO NOT PAINT PORTIONS OF STEEL TO BE I I EMBEDDED IN CONCRETE FOR PROPER BONDING TO CONCRETE,ALL STEEL APPURTENANCES & I 1 I 1 1 0 I HARDWARE TO BE ZMAX COATED WHEN IN CONTACT WITH TREATED WOOD. 1 I I M--I I 1 1 (E) FOOTING I I [� 12. TIMBER AND CARPENTRY NOTES I 1 -J\� O O TO REMAIN i A) ALL SAWN TIMBER FOR FRAMING MEMBERS SHALL BE DOUGLAS FIR AS FOLLOWS: i --� r--T-- J I 6 RAFTER DF #2 U.O.N. ; FLOOR JOIST DF#2 : BEAMS AS NOTED, POSTS DF #1 U.O.N. ------- --------------------- ------------------ : STUDS DF #2 —IV 1 1 ----------------------------------------------------------------J IC—I ALL TIMBER TO BE DRY (19%) 1 1 1 r B) ALL SILL PLATES SHALL BE PRESSURE TREATED DOUGLAS FIR OR REDWOOD FOUNDATION W GRADE ALL EXPOSED TIMBER SHALL BE TREATED OR STAINED PER SPECIFICATIONS.. �..� C) ALL PLYWOOD THICKNESSES SHALL BE AS SHOWN IN DRAWINGS OR AS NOTED. PLYWOOD TO BE 3 APA RATED.APA RATED PLYWOOD TO BE CD-X STRUCT I OR AS SHOWN ON PLANS. FOUNDATION PLAN- 2 w W D) BOLTED JOINTS WHEN BEARING AGAINST WOOD BOLTS SHALL HAVE SQUARE WASHERS UNDER BOLT HEAD AND (E) (N) SCALE: %4" = 1 '-0" ' NUT PER THE FOLLOWING SCHEDULE : (E) FOOTING BOLT DIA. SQ STEEL WASHERS PROFILE MAY (N) FOOTING 4 5/8'' 3'' x 3'' x 1/4'' THK VARY, V.I.F.) W � 3/4'' 3'' x 3'' x 5/16'' THK TYPICAL T&B FTG. 3 Q BOLT HOLES IN WOOD SHALL BE OVERSIZED 1132'' FOR 112'' AND 5/8'' BOLT. 1/I6'' FOR 5/4" REINF., SEE TYP. FTG. Q � W p.., MAX. BEE SECTION FOR SIZE 5 I� w � O E) ALL WOOD PLATES, STUDS OR LEDGERS BOLTED TO CONCRETE SHALL HAVE A MINIMUM OF 2 & QUANTITY. Imo-' BOLTS EACH WITHIN 9'' OF EACH END AND NOT LESS THAN 6'' FROM END. » ' " 2 ry F) MINIMUM NAILING REQUIREMENTS SHALL FOLLOW 2016 CRC EDITION PER TABLE R602.3(1). #4 DOWEL TOP & G) METAL HARDWARE SUCH AS ANCHORS, STRAPS, HANGARS, BRACKETS, ETC SHALL BE SIMPSON 5 1 -6 TYP. e. BOTTOM SET INTO 1" DIA. NON SHEAR WALLS I� Q CO. OR EQUIVALENT AS APPROVED BY THE ENGINEER. TYP. HOLE FILLED W/ A.B. @ 6'-0" MAX SPACING H) ALL METAL FASTENERS SUCH AS NAILS, ANCHORS, STRAPS, HANGARS, BRACKETS, ETC SHALL SIMPSON SET-XP EPDXY 16D @ 6" SILL NAILING BE HOT-DIPPED GALVANIZED. IOD @ 6" O/C EDGE 7 Q 13. GLU-LAM BEAMS I ROUGHEN UP FACE A) ALL GLU-LAM MEMBERS SHALL BE FABRICATED IN ACCORDANCE WITH AITC SPECIFICATIONS OF (E) FOUNDATION O FOR STRUCTURAL GLUED LAMINATED TIMBERS, AITI - 203 AND US COMMERCIAL STANDARD AT JUNCTION WHERE __ __ ,,_ O —1 MM F--1 CS 253-63. AITC CERTIFICATES SHALL BE FURNISHED TO THE ARCHITECT, ENGINEER AND NEW _ .'� `.v.' `. �'--`NV"'--`� �' `N v"'-'"v ' \v"'� STATE LOCAL AUTHORITIES AS REQUIRED. B) USE 2'' NOMINAL TRADE COMBINATION OF 24F-V4, DF/DF. SLOPE IN GRAIN TOP AND BOT 10%OF LAMINATIONS SHALL NOT EXCEED 1:14 RATIO. CAMBERED GLU LAMS TO USE 24F V8 HD AS SHOWN ON PLYWD, EDGE NAILS% \ HDU2 HDU2 c W LAMINATIONS. 3 FTG CONN . (EMN) �� F❑UNDATI❑N PLAN SEE SHEAR WALL V VO O a C) MOISTURE CONTENT OF LUMBER SHALL BE BETWEEN 7% AND 12%. _ /� SCHEDULE �� HOLDOWN TYPE ® O D) EXTERIOR GLUE SHALL BE USED UNLESS OTHERWISE SPECIFIED, ALL GLUING TO BE - SCALE: 3/8 - I -0 N PERFORMED BY QUALIFIED PERSONNEL CONFORMING WITH AITC SPECIFICATIONS AND US SILL PLATE POST 4X4 �`� TYPE HOLD DOWN CONNECTORS COMMERCIAL STANDARDS CS 253. i E) ALL SHOP DRAWINGS FOR MEMBERS SHALL BE SUBMITTED TO THE ARCHITECT FOR APPROVAL. ILLED & EPDXIED HOLDOWN SCHEDULE TYP, SIMPSON HDU2 HD w/ 4X4 VERTICAL POST (SEE 6/S-3) e' HDU2 ANCHORS SSTB16/A.B. WASHERS SQUARE 3"X3"X"" 14. TJI JOIST, PARALLAM, TIMBERSTRAND, MICROLLAM ARE PRODUCTS OF TRUSJOIST COMPANY. NO P SIZE �� g HOT DIPPED GALV. A23 �' SIM N THREADED ROD EMBEDMENT MIN.EDGE I ALL THREADED ROD SIMPSON HDU4/HDU5 HD VERTICALS w/ 4x4 POST SUBSTITUTIONS CAN BE MADE WITHOUT PRIOR APPROVAL FROM THE STRUCTURAL ENGINEER. ANY HOLDO DIA I.(in.) LENGTH.(in.) ANcE STUD 2X6 STUD \ HDU4 ANCHORS SSTB16/A.B. WASHERS SQUARE REVISION NOTES SUBSTITUTIONS SHOULD BE EQUAL OR BETTER THAN THE PRODUCT SPECIFICATIONS OF TRUSJOIST /HDU5 COMPANY. ALL SUBSTITUTIONS MUST BE ACCOMPANIED BY ICBO, ES REPORTS APPROVED FOR ITS USE. HDU2 5/8"0 12 3/4" (1) 4x4 (2) 2x6 ��� TOP OF CONC 3"X3"XI/4" TJI JOIST IS APPROVED UNDER ESR-1153, ICBO PFC-4354. STRUCTURAL COMPOSITE LUMBER < 0 06-02-21 PLAN REVIEW TIMBERSTRAND LSL, PARALLAM PSL, MICROLAN LVL ARE APPOVED UNDER ICC REPORT- ER4979. HDU4/HDU5 10 6" 3/4" (1) 4x4 (1) 4x6 i �� PLAN CHECK 21 30- STRONG WALL 7/8"b 2 1 3/4" - `> � a 1 08- COMMENTS 15. DESIGN LOADS. - A) VERTICAL LOADS : ROOF LIVE LOADS 20 PSF ; DEAD LOAD 14 PSF ; FLOOR LIVE LOAD 40 PSF SILL PLATE ANCHOR 5/8"0 1 3/4" B) LATERAL LOAD SEISMIC DESIGN CRITERIA: CLASS SITE = E (1.) SEE PLAN F LIDN TYP & LOCATION. `� BOTTOM OF SITE COEFFICIENT : FA = 1.0, FV = 2.0 ,> (E) FOOTING HOT DIPPED:;,IiTFILL EXCAVATION <� SEISMIC DESIGN CATEGORY = E (2.) INST H L WN P MANUACTURERS' RECOMMEND IONS. i GALV. 3"X3"x 4" , z 0� W/ CONCRETE NO DATE REVISION SPECTRAL ACCELERATION : SDS = 1.642, SDI = 1.262 WASHER & NUT � U (3.) BOUND Y E TS AT SHEAR WALLS AS NOTED ABOVE. � � ABBREVIATIONS LIST: �� NOTE: SCALE: AS NOTED�' A.B. ANCHOR BOLT B.N. BOUNDARY NAILING BM BEAM BL'KG BLOCKING BOT BOTTOM (4.) THREADE OD : ASTM F1554 GR. 36 TYP. U.N.O. I\ EXISTING FOOTING REINFORCING SHALL NOT BE CTSK COUNTERSUNK CONT CONTINUOUS DWLS DOWELS EACH END DET DETAILS E.F. EACH FACE 5 EP SIMPSON SET-XP ICC-ESR2508 E.N. EDGE NAILING E.S. EACH SIDE E.W. EACH WAY (E) EXISTING FL FLOOR ( ) ( ) �> DAMAGED DURING DRILLING FOR ANCHOR DRAWN BY: GHY F.F. FINISH FLOOR F.G. FINISHED GRADE HDR HEADER; H/D HOLD DOWN; HGR HANGER (6 OST SIZE IS BASED ON WALL TYPE. / J.H. JOIST HANGER JTS JOISTS M.B. MACHINE BOLT LS LAG SCREWS SCR SCREWS O/C ON CENTER I DWG. NO. P.I.P. POUR IN PLACE SPA SPACING SL SLOPED SKW SKEWED S.A.D. SEE ARCH'S DRAWINGS 2 DRILL & EPDXY SCHEDULE i 1 SHEAR WALL HD DETAILS S/W SHEAR WALL T.O.F. TOP OF FOOTING SIMP. SIMPSON TYP TYPICAL U.O.N. UNLESS OTHERWISE ��\ S-1 SCALE: 1/4" = 1'-0" i S1 . 0 NOTED W.W.F. WELDED WIRE FABRIC - Corr munity Development Department Planning Division - Cupertino 2x CONT. FASCIA. /� p D (� p "' CUPERTINO AWrkOTV6 S.A.D. W/ 2-1601 INT❑ /� B B ° C B C D Case # RM-2021-034 B.N. END OF J❑IST AS'�4`I��c.io�rauAt'�F(s (N) WALL (E) WALL ►-� 2x BL'KG, 6 4X4 KING POST 19 Approval Body: Director/Staff i I I I S A W/ ECCQ CAP I S-3 w A rova 02/02/22 pp I Date HDR. SEE SCHEDUL'.E Signature Brian klar ❑ A 3 4 3/A7.0 (TYP.) U.0.N. L----- ---- ---- --------- -- -------------_--------- ---------- I F-�-i oo r ST6236 __. ._- --- _ ---------------- ---- ------------ N -- - (2 a � aF� FI BL'KG) - - - - - - - �J / 1 I 8op E.N. / — J S I Q' ED a �� i ROOF SHEATHING — — — — — — — — — 9 2X6 DF#I @ 24" (E) ROOF �DBL, 2x PL, �/ E.N. >> — — — — — — — M 1/2 OSB W/ RADIANT BARRIERT I S-3 I O.C. ROOF RAFTER �T� z 2x STUD @ 16" ❑,C, — — — — — — — 1 (E� 2X @ 16 O.C. —I � '� I W �� N / OR 1/2 CDX PLYWD 32/16 GRP I I 2X6 DF#2 @ 6- 0. 7=71) 11 I ^� I j � PLYWD, SHEATHING >> i z REMAIN •�SEE SHEARWALL 8d ® 6 ��O.C. EDGE NAILING oo CLG. JOIST b1) Z L - - - - - - - S-3 II Uj 4x HEADER BEYOND SCHED. 8d ® 10 O.C. FIELD = I — — 1 — _ —1 I -N I 9 IJ � - - - - - A I (E) 2X6@24" O.C. ,'�, L7 w III ° (E) CEILING I I O - ROOF RAFTER ~ w I m w " � TO REMAIN ALL STUDS 2x4 16" O.C. U.O.N. I 1 1 I 2 ° I o z oIT - - - - - - - - — - - - -� — - -1 S_ I i I _ _ _ _ _ _ _ I SIMP. "LSSU" 4 4 ING POST o w ALL POSTS 4X4 U.O.N. I — — — — — — — I o z Ej � L 1 RAFTER AT EXTERIOR WALLLL I II I HANGER, TYP I W/ ECCQ CAP o S-2 - - - - - - - � - - - - - - - - - I p a, � I I I I (E) HRD. TO REMAIN 2 — — — — ------ ------ -- _- ___ -_--- - --- ----------�--__- -_ -- _ -- -- ---------------------------------------------- - -- o 4X4 POST I I I SIMP.I'HUS°I I I I X I� I I I I I 4k 4 POST / ♦ ♦ / N CS16X36" I HANGER, TYP W'` ECCQ CAP a 1 O @ 24" O.C. w I ( l i l 0CIO a 8D@6' E.N. ° I I CBI 3 2" I4 SL 1 1 I I I I I / I I I I I I I I 1 A IFORN M G PLWD. OR OSB SIMP. SLOPED I I I I 3 I I I I I I I I I I 1 G ) / SHEATHING W/ "LSSU", HANGER, J _ I I I I I I I I I I I I I I RADIAN BARRIER TYP S- I I I I I I 2Xd DF#2 @ I16" O.C. I I - I I I I I \ I CL JOIST � 1 2X RAFTER I I _X I I I I �� I I I I I X I III I I(E IW I I I I (E) ROOF 1 i8 4X6 POST I m I I I I I I I I I I I I I I I I I I 1 S-3 I �oeRNUIHSONq� W/ ECCQ CAP I I ( I I I I I I I I I I I I I PbS I I I I I I I I I I ( ) RO F � Q�y Uti�Fyn A. RIDGE RAFTER AT BEAM 2 � EC fI�O\L SW_TI _ -- � No:C67 CB 5 4x14" PSL r7vr% a_1 ° 3 1 n n n n n n n n2 3oI I I I I I I I I ISIMP.I 'HUS„I ROOF R0'QE 4X6 POSTI I t I I -t I I 1 I�Gr — + � ______ROOF AT RIDGE CONNECTION W/ ECCQ CAP SCALE: 1/4" 1'-0" X6 ST� n 6n5_5�� w C 3 5 4 16"ESL I IIJ/ IfCID tAP I I I I I I I I I GHY CONSULTING ENGINEERS (D5 1 �^n n n n M n n n n n n n n n -�- J Z� + I I I I I Iy I II II I ! � �! � I I I I I I I � — --- STRUCTURAL ENGINEERING I I M�T 2 �11 II (III I I IIII I 4 I I I S�^ I I I I I I I I I I I I I (E) X6 F RA TER GARY YU,PE LIJ ° G I �`�� SSIMP " I I I I @ 2 O.C. Q RE AIN SIMP, A34 CLIP I I 32I I I II II ; ! ! II I I I I I HANGE ,UT11 ( ) C�IAG I I 2X CEILING 2X BLK'G w III II - �, I II DdL. J61ST1 I I I I I I I I I I I I I I I ° (E) ROOF JOIST Q; ° I I I I I �� I P I I I I I I I I I I(E) �X @ �16" CI.C. I I I I I L'____ ____�A I IREMA N IST TQ I I I I I 14 18 0 I � I I S 3 S-3 2X CEILING J❑IST -- I ' �, I I II I I I I I I I I I I I P 5 BEAM, SEE PLAN I �`�r-a---,I0 ra----I FOR SIZE I O O I I I LV I - 2 U- SIMPS❑N — — HUS HANGER (E) CEILING FRAMING — — — — 1 TO REMAIN _ _ _ Of w w — + 2X4 DF#2 @ 16" O.C. ]� 4X10 �F#I 2X6 DF#I @ 16" 3 CLG. JOIST TO BEAM CONNECTION — — — — — CLG. JOIST, TYP --- � -MP. LSSU O.C. ROOF RAFTER S-� D I S " " El H NGER, TYP 4X4 P.T. POST 4X4 KING POST W/ ECCLLQ CAP 4X4 P.T. POST W/ ECCQ CAP (E) 2X PURLINCZ Q W Q 1 W/ ECCLRQ CAP W SUPPORT � N w A35 CLIP BEAM SIZE, Q SEE PLAN (E) 2X CL JO T (E) 2X CLG. CEILING FRAMING PLAN ROOF FRAMING PLAN JOIST SCALE: j4„ _ 1,_0" SCALE: j4„ _ 1,_0„ O II----�� SIMP. "MSTA24" I--� W O SIMP. "HUS" HANGER CRIKET FRMG. 4 CLG. JOIST TO BEAM CONNECTION 2-2X RAFTER GLULAM BEAM, SRIDGE BEE AENAM, 2X OUTRIGGER, WHERE OCCURS, SAD SEE PLAN 2X BL'KG. ROOF SHEATHING PLWD. OR OSB 8D@6" B.N. EATHING 8D@6" E.N. (E) 2X TOP PL. REVISION NOTES SIMP. " MATA30" @ 24" O.C. 2X RIDGE BD E. - ° ° ° ° SIMP. H2.5A, 0 06-02-21 PLAN REVIEW TRIM CAP L TYP. PLWD. OR OSB 2X RAFTER 2X RAFTER _______Y__ ______ _-41 AS NEEDED SIMP. ECCQ SIMP. ECCQ :� (E) ROOF/CEILING JOIST SHEATHING POST CAP POST CAP 2X SLEEPER, 2X STUD SIMP. ECCQ SEE PLAN 2X BLK'G @24" O.C. 2X 2-10D @6" O.C. POST CAP 4X KING POST 4X KING POST 2X CLG JOST W/ -IOD PLYWD SHEATHING, A34 POST, SIMP. "CCQ" SIMP. 1-30 —�RE.N. SEE SHEARWALL SEE PLAN E.S. TYP SEE SON A34 CONN SCHED. POST CAP SEE SCHED. (E) TOP PLATE DBL. 2X PL. (2@ EACH BL'KG) NO DATE REVISION \-(3)-IOD NAIL IX4 RAFTER TIE TO RAFTER, TYP (E) ROOF HEADER/BEAM, 4X POST, - PLYWD. SHEATHING,SHEARSEE WALL SCHEID. SCALE: AS NOTED SHEATHING SEE PLAN SEE PLAN (E) WALL FLUSH BEAM TO POST DRAWN BY: GHY BEAM TO COLUMN 6 GABLE ROOF AT WALL 7 CONNECTION DETAILS g CONNECTION DETAILS S CALIFORNIA ROOF FRAMING S-� 9 (E) & (N) TRUSS AT WALL DWG. N0. SCALE: I/4" = 1'-0" S-2 S-� SCALE: 1/4" = 1'-0" SCALE: I/4" = I'-0" S2 . 0 Corr munity Development Department CMSTCI6 C❑NT STRAP (4)-16d SILL PL NAILING POST SEE 16d @ 8" D.C. OR • SEE PLAN @ 1-1/2" ❑,C, OVER NEW 3X BLK'G PLAN FOR SIZE SEE SHEARWALL SCHD. 3"x16Ga w/ 8d NAILS Planning Division —Cupertino CUPERTINO APPROVED WALL SHEATHING AT POST (4) - 16d NAILS 2" MIN. 4x S❑LID HDR, 4x BLKG �� ►M--I� Case# RM-2021-034 SEE SCHED. (E) FLOOR JOIST 2x SOLID BILK, @ 48 ❑.C. B.N. 2x BLKG, CENTER ON (4) - 16d EACH END E.N. ^ (� Applicati°nNumber(s) 2x TRIM H❑RIZ❑NTAL PLYWD, � > 77-7 Approval Body: Dir67cfo4��6t&�D WALL SEE SEALANT J❑INTS FINISHED FLOOR SIMPS❑N A34 STUDS 2X WALL, OL�fDY �gD EDGE SCHEDULE S1 WHERE OCCURS S.A.D. SEE SCHEDULE ��{{.•�i E STEM WALL �T� w Approval D to AILING I I NOSING BAR EDGE NAILING ( ) M—I--I 5" THK SLAB, r�TTl� Signature Brianne Harkcu�har o 1 FROM FACE #4 DOWELS @ 10' O.C. F�--i g (E) CONIC FTG. WINDOW SEE PLAN 4,5x4,5x0,229" 0�0 �U Case Manager I I / / WASHER, TYPICAL x OPENING STEPS INTERMEDIATE W/ EPDXY GROUT, W/ 5" ��� ��- F-� BLKG CS16 1-1/4"x II _ WHERE ct NAILING EMBEDMENT INTO 16 Ga C❑NT STRAP OCCURS (E) FTG r) 4x HD POST w/ 8d NAILS ° ° �' �° � � z � o � z @ 2" O.C. OVER �, BOUNDARY � CO d WALL SHEATHING ��T��T�i� %i��i�i 3" CLR, a NAILING 4» "GH48-8" F-�-1 �•+ N Z �� � `�> , Co :2:: SILL PL. w/ 4X GIRDER, HANGER F-+ (E) ANCHOR BOLT -10= 5" MIN, ANCH❑R • SEE PLAN N "'�`�'"`"'``" w 2X SILL NAILING, G.L. 2—#4 ° BOLTS 16" (E) FTG PRE-SET OR SEE SCHED. THICKEN SLAB ""' ° H❑R, #4 @ 16" D.C. Z Z EPDXY HOLDOWN �10"� #4 D❑WEL TYPICAL ANCHOR, HWERE 12" MIN, MIN. • • • TYP @ 18" w OCCUR SEE PLAN ❑ C 8" TYP, SEE SHEAR WALL SCHEDULE 4-#4 1 ,- Z FOR NAIL SIZE AND SPACING NEW FOOTING TO 3 EACH WAY o #4 TOP & BUT, ~ •� h AND SILL PL BOLT SIZE EXTEND BELOW SEE PLAN FOR SIZE N U CONCRETE LANDING @ AND SPACING BOTTOM OF C/� U W o ENTRY/PATIO TYPICAL 13 TYPICAL SHEAR WALL DETAIL 9 (E) FOOTING �.., SHEAR WALL W/ WINDOW OPENING 1 "7 FOOTING DETAIL TYPICAL PERIMETER FOOTING SEE PLAN 1 O O x REINFORCEMENT o SILL PLATE N O >� ❑SB EDGE NAILS FOR SHEAR WALL POST 4x4 NAILING r M� '� p" JOIST HANGAR, TYPICAL SEE SHEAR WALL SCHEDULE TYP. NAILING @ 8" D.C. �./ M � 0U DOUBLER J❑IST EACH SIDE HD AS SHOWN ON 1st FINISH FL❑❑R SIMPS❑N A34 OR SEE SW, OF ❑PENING ALLOW 1/16" GAP L❑❑R FRAMING PLAN SCHD. BETWEEN PANEL SEE SW, SCHD, FRAME CALIFORNIA FRAMED AREA SEE PLAN EDGES TYPICAL S❑LID BILK. POST 4x4 E.N. WITH 2x @ 24" ❑,C, SHEATHED WITH =a TYP. 1/2" CDX PLY NAILED WITH 8d @ 612 — — — — ANCHOR BOLT 2x RIM JOIST NAILINTEING DIATE SILL PLATE SEE SW, SCHD, EAT JOIST 6d T❑ OQROFU SS�ONgI ATTACH EVERY OTHER \ ❑PENING / I^^ °e°— — — — — ° MIN f �Q� �`� H HS�/N��`y 2x RAFTER TO 2x10 WITH X \ END �P G (1) A35 Q \ / ° °° ° D 4 T. w N0:C67655 m X z }z ° E.N. �z ° EN �i / \ °loo ° — — — — — EDGE SILL PL, L _ 1r ° ° / A35 FRAMING NAILING FOUNDATION BM, 2x J❑IST 2-#4 KICK 2x RAFTERS SEE PLAN / CLIPS ALA — — — — — � � � KICK ROOF FRAMING / C❑RNERS \ — — — — — — Embedment Length -Le NAIL CONTINUOUS 2x10 _ _ HD TYPE ANCHOR TYPE Le BOLT „I ,- G,L, #4 DOWELS TYP, VALLEY TO ROOF WITH — — — HDU2 SSTB 16 12" 5/8" " '''""' @ 16" ❑.C. GHY CONSULTING ENGINEERS (3) 16d AT EACH RAFTER TT ° "I° ° 4 x8' ❑S B SHEETS HDU4/5 SSTB 20 16" 3/4" 2-#4 ❑P & BUT. H❑R, #4 @ 16" HEADER DBL 2x W/ 16d @ 4" °°1_ —_ _ �°° — — — ° STAGGERED MIN EDGE DISTANCE FROM or PAB6-18 18" 3/4" z ❑ C. STRUCTURAL ENGINEERING D.C. STAGGERED — 91 J❑INTS AT 48" BOLT C/L 1-3/4 8" GARY YU,PE HDU8 SSTB 28 24 7/8" TYPICAL ROOF OPENING - BLOCK AS BOUNDARY NAILS or PAB7-18 18" 7/8" N L TYPICAL CALIFORNIA FRAMING SHOWN ❑N PLAN U 18 FRAMING DETAILS 14 FLOOR ING NAIL TYPICAL OOF PLYWOOD SHEET co 1 O 6 JOIST PERPENDICU 2 CID TYPICAL SHEAR WALL HD HOLDOWN TO FOUNDATION WALL �i SEE PLAN O BIN PLYWOOD SUBFL❑❑R S❑LID BL❑CKING (N) WALL (E) WALL CONT 2x LEDGER W/ I SIMPS❑N A34 2x FLOOR J❑IST 3-SDS i"x 3 i" @ 12" OC REMOVE (E) RIM OR CONN SEE SCHED, ROOF SHEATH LAP 8" 4x GIRDER Q SIMPS❑N MST48 4 2 STUD WALL BL'KG, (2 @ EACH BLKG) NAILING SEE HEADER LENGTH U.O.N. (E) 2X STUD TO (E) RIM JOIST. PLAN NOTE E.N. AS SHOWN DIR SEE ROOF TRUSSES r, (E)TOP PL PLAN (E) FLR, " SIMPS❑N rwr�� (N) TOP PLATE FLOOR PLY I (E) FLOOR PLY JOIST 12 MIN, f (N) 4X6 HEADER U HGR, BOARD w � r I FLOOR W W NEW 2-2X STUDAM TM 0 f 2x FLOOR JOIST (E) FLOOR JOIST SEE S/W TOP I P. 2. f "BC4" POST CAP o CO � z xj W PLATES S M H 5A, SIMP. SDS 4"X 4 z" SCHED. TYP. >0 < 00 Q Q � SIMPS❑N (E) FLU. JOIST (E)`MUDSILL 4x4 P,T, POST c W SCREW @ 8" O.C. SHEARWALL SEE Nyj HUS HANGER PLAN AND S/W O 16D @ 12" o.c. SCHED, DETAILS SIMPS❑N "PBS44A" FIN GRADE, TYP POST BASE "' 71 241 SAW CUT (E) �SQ. ° STEM WALL, o z Q 71 \% cu (E) C❑NC FTG IC—I 2-#4 'J' 3-#4 BOTH WAYS f--1 TOP OF TYPICAL SHEARWALL U SEE 11 (E) CRAWL SPACE ACCESS OPENING PLAN Q WALL CONN. AT (N) TO (E) DETAIL 1 JOIST PERPENDICULAR TO STEM WALL 15 (N) TO (E) FLOOR CONN. DETAIL GIRDER / POST DETAIL 3 Y w ao � SIMPS❑N MST48 PLY, WD, SHEATHING A23 EACH SIDE 0 T_-I U.❑,N. TOP & B❑T, SAME AS O � 0 SHEARWALL OVER POST, SEE PLAN rr�� HEADER BEAM (E) FLOOR FOR SIZE w 16-16d STAGGERED SHEATHING MIN, EACH LAP END o J❑INT IN TOP PL. � _ = 0 Q (E) 2X FLOOR 4X SOLID BL'KG Qa 11DXEJ JOIST AAA Ado W R 4'-0" MIN, LAP EVISION NOTES 3D MAX 3x BLOCKING ��_L/3 MIN, r Q � w 0 06-02-21 PLAN REVIEW HEADER BEAM DIST 3D MAX, N z Q ° TYP, SIMP. ECC/EPC w w k z TYP L/3 MAX, Q o _ "BC4" POST CAP 00 SEE PLAN + Q N 12" SQ. o MIN. SHEARWALL o Q SHEATHING f NO NOTCHING OF STUDS 4X6 P.T. STUD POST SEE PLAN X NO HOLES OR NOTCHES J❑INT IN BOTTOM PL, d' Q 75 IN JOISTS D=4" OR LESS SIMPSON "CB" FOR POST AND � POST BASE H❑LDD❑wN STUD, AT TJI JOISTS HOLES NO DATE REVISION DETAILS BUT, JOINT ONLY AT ALLOWED L = CLEAR SPAN CO SEE PLAN D = DEPTH OF JOIST � A LE: A S NOTED POINTS & SIZES d = DEPTH OF STUD SC • REF TJI SPECS DRAWN BY: GHY � SEE 4-#4 EACH WAY U ~ PLAN DWG. N0. TYPICAL TOP PLATE SPLICE 16 ALLOWABLE NOTCHES & HOLES IN 2 0 WOOD JOISTS AND STUDS 12 8 STRAPS AT HEADER LOCATIONS INTERIOR POST CONN. DETAIL S3 . 0 }v p I�n�pp REVISIONS BY m mfq&�4�ICAQ OFvC�IWPLffjQp nt Department CF1R-PRF-01E CERTIFICATE OF COMPLIANCE CF1R-PRF-01E CERTIFICATE OF COMPLIANCE CFIR-PRF-01E CERTIFICATE OF COMPLIANCE CF1R-PRF-01E P I&-pili tl fA tiLJ 1 �5sl i sl R sir(1ipe_rtftBonny Calculation Date/Time:2021-05-27T36:22:32-07:00 (Page 1 of 12) Project Name:Chou Addition Residence at 10180 Bonny Calculation Date/Time:2021-05-27T16:22:32-07:00 (Page 2 of 12) Project Name:Chou Addition Residence at 10180 Bonny Calculation Date/Time:2021-05-27T36:22:32-07:00 (Page 3 of 12) Project Name:Chou Addition Residence at 10180 Bonny Calculation Date/Time:2021-05-27T36:22:32-07:00 (Page 4 of 12) Calculation Dgsc,•�igt[Qr);,Tit Er2�Analysis Input File Name:Chou_10180_Bonny.ribdl9x Calculation Description:Title 24 Analysis Input File Name:Chou_10180_Bonny.ribdl9x Calculation Description:Title 24 Analysis Input File Name:Chou_10180_Bonny.ribdl9x Calculation Description:Title 24 Analysis Input File Name:Chou_10180_Bonny.ribdl9x CUf ERTINO HF'F'F(l,J to OPAQUE SURFACES .µ GENER R REQUIRED SPECIAL FEATURES OPAQUE SURFACES O1 02 03 04 OS O6 07 OS 09 10 11 Case# n Residence at 10180 Bonny The following are features that must be installed as condition for meeting the modeled energy performance for this computer analysis. 01 02 03 04 05 06 07 08 09 10 11 2 Windowand Verified Existing pp(ira ti an-Na rrtFier(s Name Zone Construction Azimuth Orientation Gross Area(ft) Tilt(deg) Wall Exceptions Status 02 Run Title Title 24 Analysis New ductwork added is less than 40 ft.in length z Window and Verified Existing Door Area(ft2) Condition Name Zone Construction Azimuth Orientation Gross Area(ft) Tilt(deg) Wall Exceptions Status Door Area(ft2) Condition 03 Project Location 10180 Bonny Dr. Garage Left Wall _Garage_ Garage Ext Wall 0 Left 177.3 17.8 90 none Existing No A rova Bo d HERS FEATURE SUMMARY Existing Front r'p b4 City Cupertino 05 Standards Version 2019 Existing Floor R-15 Wall 270 Front 296 88 90 none Existing No Garage Rear The following is a summary of the features that must be field-verified by a certified HERS Rater as a condition for meeting the modeled energy performance for this computer analysis.Additional Wall Wall -Garage- Garage Ext Wall 90 Back 48 0 90 none Existing No Approva Date 06 Zip code 95014 07 Software Version EnergyPro 8.2 detail is provided in the buildng tables below.Registered CF2Rs and CF3Rs are required to be completed in the HERS Registry Existing Left Existing Floor R-15 Wall 0 Left 290 23.5 90 none Existing No Garage Right OS Climate Zone 4 09 Front Orientation(deg/Cardinal) 270 Building-level Verifications: Wall Wall -Garage- Garage Ext Wall 180 Right 177.3 112 90 none Existing No Sinatur °..:: :^64p. ��.,all u.. --None- D 11 Number of Dwelling Units 1 E Liv/MBD3 Case Manager Cooling System Verifications: RearWall Existing Floor R-15Wall 90 Back 270 120 90 none Existing No 12 B Project Scope AdditionAlteration 13 Number of Bedrooms 4 Fan Efficacy Watts/CFM OPAQUE SURFACES-CATHEDRAL CEILINGS 1 14 Addition Cond.Floor Area(t2t 255 15 Number of Stories 1 Heating System Verifications: Existing Right Existing Floor R-15 i.'alu, 180 Right 403 43 90 none Existing No 03 02 03 1 05 06 07 OS 09 30 11 12 13 14 -None- Wall 16 Existing Cond.Floor Are:( `1 k1780 17 Fenestration Average U-factor 0.31 HVAC Distribution System Verifications: Addition Left Area Skylight Roof Rise(x Roof Roof Cool Verified Existing Duct Sealing required if a c po^e' _ �r air handling unit is altered Wall Addition Floo• °-t' at 0 Left 111 40 90 none New n/a Name Zone Cur•••••^^ tz mot• nricritation fµzl Status Existing 18 Total Con Flo z 2 19 Glazing Percentage(%) 16.75% • „� �r Area(ft) in 12) Reflectance Emittance Roof Construction Domestic Hot Water System Verifi:a ^-�- Condition 20 ADU Bedr n unt ai AL+"Conditioned Floor Area n a • None-- J Addition Rear fi_r c 1 > o -� - i - - / � `�' Wall Addition Floor Wall Sick 1V n 90 none New n a r an .5 c x _ ti / Existing Existing / M 22 Is Natural Gas 0 �s•wa t�i ^ r - �• 1~ Roof Floor R-30 Roof Attir t Lef ,^ !8.8 4 o,l No Existing No � L � BUILDING-FEATURES INFORMATION Existing COMPLIANCE RESULTS r J -, - 01 02 ' `a 'a', n °5 - 06 07 MBD3 Wall Floo Floordition a I n -, ��i�+ L ^ I r Existing No ATTIC -I �' �^ t 01 Building Complies with Computer Performance z Number of Dwelling Number of Ventilation Number of Water Existing 01 02 0 0� ^ OS 6 07 OS 09 10 Project Name Conditioned Floor Area(ft) Number of Bedrooms Number of Zones 02 This buildingincur orates features that require field testing and/or verification b a certified HERS rater under the supervision of a CEC-a Units Cooling Systems Heating Systems Living/WIC Wall Floor>>Addition R-15 Walll n/a n/a 147.3 0 n/a Existing No Roof Rise Roof Roof Radiant Verified Existing ' p q g / y p pproved HERS provider. Name Construction Type Cool Roof Status B Chou Addition Residence at Floor (x in 12) Reflectance Emittance Barrier Condition 03 This building incorporates one or more Special Features shown below 2035 1 4 2 0 1 10180 Bonny Existing Attic_Garage_ Attic Garage Roof Cons Ventilated 4.5 0.1 0.85 No No Existing No 1/2 Bath Wall Floor>>-Garag R-15 Walll n/a n/a 120 0 n/a Existing No ENERGY USE SUMMARY e_ Attic Existing Floor Attic RoofFxisting Floor Ventilated 4.5 0.1 0.85 No No Existing No Q ZONE INFORMATION Cl) Energy Use(kTDV/ftz-yr) Standard Design Proposed Design Compliance Margin Percent Improvement Ol 02 03 04 OS 06 07 Existing Roof 2 Existing Floor R-30 Roof Attic n/a n/a 1771.2 n/a n/a Existing No Attic Addition Floor Attic RoofAddition Floor Ventilated 4.5 0.1 0.85 No No New n/a V LU Zone Name Zone Type HVAC System Name Zone Floor Area(ft) Avg.Ceiling Height Water Heating System 1 Water Heating System 2 Addition Roof Addition Floor R-O Roof Attic n/a n/a 255 n/a n/a New n/a FENESTRATION/GLAZING 0 Space Heating 17.5 16.85 0.65 3.7 E Garage Roof Garage- R-0 Roof Attic n/a n/a 471 n/a n/a Existing No z Space Cooling 38.19 37.96 0.23 0.6 Existing Floor Conditioned HVAC) 1780 8.1 DHW Sys 1 N/A 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 Existing Raised R-19 Floor I--I Existing Floor n/a n/a 1780 n/a n/a Existing No IAQVentilation 0 0 0 Floor Crawlspace Width Height Area U-factor SHGC Exterior Verified � �- Addition Floor Conditioned HVAC) 255 8 DHW Sys 1 N/A Name Type Surface Orientation Azimuth Mult. z U-factor SHGC Status Existing ♦ 1 Water Heating 18.13 18.13 0 0 Addition Raised R-19 Floor (ft) (ft) (ft) Source Source Shading Condition v Self Utilization/Flexibility Credit n/a 0 0 n/a Addition Floor n/a n/a 255 n/a n/a New n/a Floor Crawlspace O �LJJ O Compliance Energy Total 73.82 72.94 0.88 1.2 Garage Front Dining5040 Window Existing Front 270 1 20 0.58 NFRC 0.65 NFRC Bug Screen Existing No Wall -Garage- Garage Ext Wall 270 Front 170 24 90 none Existing No Window Front Wall //� co Registration Number: Registration Date/Time: HERS Provider: Registration Number: Registration Date/Time: HERS Provider: Registration Number: Registration Date/Time: HERS Provider: Registration Number: Registration Date/Time: HERS Provider: V♦ Q 221-P010106730A-000-000-0000000-0000 2021-05-27 18:24:04 CaICERTS Inc. 221-POI 0106730A-000-000-0000000-0000 2021-05-27 18:24:04 CaICERTS Inc. 221-P010106730A-000-000-0000000-0000 2021-05-27 18:24:04 CaICERTS Inc. 221-P010106730A-000-000-0000000-0000 2021-05-27 18:24:04 CaICERTS Inc. ^� Ln CA Building Energy Efficiency Standards-2019 Residential Compliance Report Version:2019.1.300 Report Generated:2021-05-27 16:23:19 CA Building Energy Efficiency Standards-2019 Residential Compliance Report Version:2019.1.300 Report Generated:2021-05-27 16:23:19 CA Building Energy Efficiency Standards-2019 Residential Compliance Report Version:2019.1.300 Report Generated:2021-05-27 16:23:19 CA Building Energy Efficiency Standards-2019 Residential Compliance Report Version:2019.1.300 Report Generated:2021-05-27 16:23:19 L L Ln Schema Version:rev 20200901 Schema Version:rev 202GO901 Schema Version:rev 20200901 Schema Version:rev 20200901 co � (U z J 00 0 CERTIFICATE OF COMPLIANCE CF1R-PRF-01E CERTIFICATE OF COMPLIANCE CF1R-PRF-01E CERTIFICATE OF COMPLIANCE CF1R-PRF-01E CERTIFICATE OF COMPLIANCE CF1R-PRF-01E r= W � Project Name:Chou Addition Residence at 10180 Bonny Calculation Date/Time:2021-05-27T16:22:32-07:00 (Page 5 of 12) Project Name:Chou Addition Residence at 10180 Bonny Calculation Date/Time:2021-05-27T16:22:32-07:00 (Page 6 of 12) Project Name:Chou Addition Residence at 10180 Bonny Calculation Date/Time:2021-05-27T16:22:32-07:00 (Page 7 of 12) Project Name:Chou Addition Residence at 10180 Bonny Calculation Date/Time:2021-05-27T16:22:32-07:00 (Page 8 of 12) v Calculation Description:Title 24 Analysis Input File Name:Chou_10180_Bonny.ribdl9x Calculation Description:Title 24 Analysis Input File Name:Chou_10180_Bonny.ribdl9x Calculation Description:Title 24 Analysis Input File Name:Chou_10180_Bonny.ribdl9x Calculation Description:Title 24 Analysis Input File Name:Chou_10180_Bonny.ribdl9x FENESTRATION/GLAZING FENESTRATION/GLAZING OPAQUE SURFACE CONSTRUCTIONS OPAQUE SURFACE CONSTRUCTIONS _ 01 02 03 04 05 06 07 08 09 30 11 12 13 14 15 16 01 02 03 04 05 06 07 08 09 30 11 12 13 14 15 16 01 02 03 04 05 06 07 08 02 02 03 04 05 06 07 06 0- Width Verified Interior/Exterior interior/Exterior �--1 Name Width Height Area U-factor SHGC Exterior Width Height Area U-factor SHGC Exterior Total Cavity Total Cavity Nt Type Surface Orientation Azimuth Mult. z U-factor SHGC Status Existing Name Type Surface Orientation Azimuth Mult. z U-factor SHGC Status Existing Construction Name Surface Type Construction Type Framing Continuous U-factor Assembly Layers Construction Name Surface Type Construction Type Framing Continuous U-factor Assembly Layers (ft) (ft) (ft) Source Source Shading Condition (ft) (ft) (ft) Source Source Shading Condition R-value R_value R-value R-value �--i rl BdRm4 6040 Window Existing Front 270 1 24 0.58 NFRC 0.65 NFRC Bug Screen Existing No 12 inch D ST Skylight Existing Roof Left 0 1 0.8 0.43 NFRC 0.35 NFRC None New n/a Inside Finish:Gypsum Board Ceilings(below Wood Framed Cavity/Frame:no insul./2x4 Window Front Wall R-15 Wall Exterior Walls Wood Framed Wall 2x4 @ 16 in.0.C. R-15 None/None 0.095 Cavity/Frame:R-15/2x4 R-0 Roof Attic attic) Ceiling 2x4 @ 24 in.0.C. R-0 None/None 0.481 Inside Finish:Gypsum Board Bc1Rm3 6040 Existing OPAQUE DOORS Exterior Finish:3 Coat Stucco Window Front 270 1 24 0.58 NFRC 0.65 NFRC Bug Screen Existing No Window Front Wall Over Ceiling Joists:R-20.9 insul. OS 02 03 04 OS 06 Ceilings(below Wood Framed Roofing:Light Roof(Asphalt Shingle) R-30 Roof Attic 2x4 @ 24 in.0.C. R-30 None/None 0.032 Cavity/Frame:R-9.1/2x4 1/2 Bath w Window Existing Left Left 0 1 6 0.3 NFRC 0.23 NFRC Bug Screen Altered No Name Side of Building Area(ftz) U-factor Status Verified Existing Condition Roof Deck:Wood attic) Ceiling Inside Finish:Gypsum Board Window Wall R-30 Roof Atticl Cathedral Ceilings Wood Framed 2x4 @ 24 in.0.C. R-30 None/None 0.042 Siding/sheathing/decking Kitchen 5036 Existing Lef ti Entry 3068 Door Existing F"kit Wall 20 0.5 Existing No Gelling Cavity/Frame:R-30/2x4 l Window Window Wall t Left 0 1 17.5 0.3 NFRC 0.23 NFRC Bug Screen Altered No ft. Inside Finish:Gypsum Board BUILDING ENVELOPE-HERS VERIFICATION t 1 Garage 2868 Door Garage- Wall 17.8 0.7 Existing No Living 12068 E Liv/M&'1 l °arlr Gara a 16070 Door Garagr R tt�Qlall 112 0.7 Existing No O3 02 03 04 Window Window ..all 90 1 80 0.58 NFRC 0.65 NFRC Bug Screen Existing No B 8 Inside Finish:Gypsum Board R-15 Walll Int cr '�(96�'rFT'r*•�"'••• 4 @ 16 in.O.C. R-15 None/Nane 0.086 Cavity/Frame:R-15/2x4 Quality Insulation Installat ^i4ii M�'�.�-iwaNrt cr•-.�^^^•^' sulation Building Envelope Air Leakage CFM50 MBD3 6068 V/"^BDl a SLAB FLOORS _ _ Other Side Finish:Gypsum Board W Window �. r� `tiL .•.A.3 NFRC 0.23 NFRC Bug Screen Altered No �J .L` �+„ �J ..�, _ �. Not Required eouire� ^+NotRecl red n/a Window Rea II _ _ -� ->- � L-,- - - J _ T OS 02 04 -5 08 09 10 Roofing:Light Roof(Asphalt Shingle) e I MBD12650 Ex 1 _j PP J _ 7 _ �" Window aigtit =%'i NFRC Bu Screen Altered No - - - kg6od Fr c.. Roof Deck:Wood 7 _ _ it _ E an nsu. dge ^su _ B }r x �E r1I`. 10 Window Ripit I i _ L �' B i �� �• Attic Garage a Roof Cons Attic Rr�fsi' 2x L r e hip 0.644 WATER HEATING SYSTEMS ��ul J 1� r L v r - ^+ 1 Verified Existingeiling ..i ,,y Siding/sheathing/decking r r - MBD12650 sting 1„ 1,. Name Zone Area(ftz) t Periit'gLd}(tt� �Z!-te ands � vnrp FL8"'io� Heated Status rJ ��, L Lti Cavity Frame:no insul. 2x4 Ol 02 03 J � �S^tip �� 08 09 10 Window Righ, 1 0 "1 ITS 0.3 F 0.23 NFRC Bug Screen Altered No Depth Depth Condition tY/ / Window 2 Right Wall Verified Existing BdRm2 6030 Existing E Garage Slab Roofing:Light Roof(Asphalt Shingle) Solar Heating Compact Water Window Right 180 1 18 0.58 NFRC 0.65 NFRC Bug Screen Existing No B -Garage- 471 71.3 none 0 0% No Existing No Name System Type Distribution Type Water Heater Name(#) HERS Verification Status Existing Window Right Wall 8 g g Attic RoofExisting Floor Attic Roofs Wood Framed 2x4 @ 24 in.O.C. R-0 None None 0.644 Roof Deck:Wood System Distribution Condition Heating Ceiling Siding/sheathing/decking System Office 6068 Addition Left Cavity/Frame:no insui./2x4 Window Left 0 1 40 0.3 NFRC 0.23 NFRC Bug Screen New n/a OPAQUE SURFACE CONSTRUCTIONS Window Wall Standard 01 02 03 04 05 06 07 08 Domestic Hot Office 6040 Addition Roofing:Light Roof(Asphalt Shingle) DHW Sys 1 Distribution DHW Heater 1(1) n/a None n/a Existing No Window Back 90 1 24 0.3 NFRC 0.23 NFRC Bug Screen New n/a Wood Framed Roof Deck:Woad Water(DHW) System Window Rear Wall Interior/Exterior Y Total Cavity Attic RoofAddition Floor Attic Roofs 2x4 @ 24 in.O.C. R-0 None None 0.644 MBath12030 Addition Construction Name Surface Type Construction Type Framing R-value Continuous U-factor Assembly Layers Ceiling Siding/sheathing/decking Window Back 90 1 6 0.3 NFRC 0.23 NFRC Bug Screen New n/a R-value Cavity/Frame:no insul./2x4 Window Rear Wall MBath12630 Addition Inside Finish:Gypsum Board Floor Surface:Carpeted Window Back 90 1 7.5 0.3 NFRC 0.23 NFRC Bug Screen New n/a !'� I Window Rear Wall Garage Ext Wall Exterior Walls Wood Framed Wall 2x4 @ 16 in.0.C. R-0 None/None 0.361 Cavity/Frame:no insul./2x4 Floor Deck:Wood L V Floors Over Exterior Finish:3 Coat Stucco R-19 Floor Crawlspace Wood Framed Floor 2x6 @ 16 in.O.C. R-19 None/None 0.05 Siding/sheathing/decking Garage 6040 Window Garage Front Front 270 1 24 0.58 NFRC 0.65 NFRC Bug Screen Existing No Crawlspace Cavity/Frame:R-19 in 5-1/2 in.(R-18)/ Window Wall 2x6 W 2'x 4'Skylight Skylight Existing Roof Left 0 1 8 0.5 NFRC 0.26 NFRC None New n/a Registration Number: Registration Date/Time: HERS Provider: Registration Number: Registration Date/Time: HERS Provider: Registration Number: Registration Date�me: HERS Provider: Registration Number: Registration Date/Time: HERS Provider: 221-P010106730A-000-000-0000000-0000 2021-05-27 18:24:04 CaICERTS Inc. 221-POl 0106730A-000-000-0000000-0000 2021-05-27 18:24:04 CaICERTS Inc. 221-P010106730A4)00-000-0000000-0D00 2021-05-27 18:24:04 CaICERTS Inc. 221-P010106730A-000-000-0000000-0000 2021-05-27 18:24:04 CaICERTS Inc. CA Building Energy Efficiency Standards-2019 Residential Compliance Report Version:2019.1.300 Report Generated:2021-05-27 16:23:19 CA Building Energy Efficiency Standards-2019 Residential Compliance Report Version:2019.1.300 Report Generated:2021-05-27 16:23:19 CA Building Energy Efficiency Standards-2019 Residential Compliance Report Version:2019.1.300 Report Generated:2021-05-27 16:23:19 CA Building Energy Efficiency Standards-2019 Residential Compliance Report Version:2019.1.300 Report Generated:2021-05-27 16:23:19 Schema Version:rev 20200901 Schema Version:rev 20200902 Schema Version:rev 20200902 Schema Version:rev 20200901 CERTIFICATE OF COMPLIANCE CF1R-PRF-01E CERTIFICATE OF COMPLIANCE CF1R-PRF-03E CERTIFICATE OF COMPLIANCE CF1R-PRF-01E CERTIFICATE OF COMPLIANCE CF1R-PRF-01E Project Name:Chou Addition Residence at 10180 Bonny Calculation Date/Time:2021-05-27T36:22:32-07:00 (Page 9 of 12) Project Name:Chou Addition Residence at 10180 Bonny Calculation Date/Time:2021-05-27T16:22:32-07:00 (Page 30 of 12) Project Name:Chou Addition Residence at 10180 Bonny Calculation Date/Time:2021-05-27T16:22:32-07:00 (Page 11 of 12) Project Name:Chou Addition Residence at 10180 Bonny Calculation Date/Time:2021-05-27T36:22:32-07:00 (Page 12 of 12) Calculation Description:Title 24 Analysis Input File Name:Chou_10180_Bonny.ribdl9x Calculation Description:Title 24 Analysis Input File Name:Chou_10180_Bonny.ribdl9x Calculation Description:Title 24 Analysis Input File Name:Chou_10180_Bonny.ribdl9x Calculation Description:Title 24 Analysis Input File Name:Chou_10180_Bonny.ribdl9x WATER HEATERS HVAC-COOLING UNITTYPES HVAC FAN SYSTEMS-HERS VERIFICATION DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 01 02 03 04 05 06 07 08 09 10 11 12 13 14 01 02 03 04 05 06 07 08 01 02 03 1.1 certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name: Documentation Author Signature: Mulit-speed Name Verified Fan Watt Draw Required Fan Efficacy(Watts/CFM) /•:,+t �-� Tank Name System Type Number of Units Efficiency EER/LEER Efficiency SEER Zonally Controlled HERS Verification Mark Chu 4--.- '"1r"'"tr"r•^ Heating Tank Energy Standby 1st Hr. Tank Location Verified Compressor #of Input Rating Insulation NEEA Heat Pump HVAC Fan 1-hers-fan Required 0.45 Name Element Tank Type Vol. Factor or Loss or Rating or or Ambient Status Existing Company: Signature Date: Type Units (gal) Efficiency or Pilot R-value Recovery Eff Flow Rate Brand or Model Condition Condition Cooling Component 1 Central split AC 1 11 13 Not Zonal Single Speed Cooling Component (Int/Ext) 1-hers-cool Mark Chu&Associates 2021-05-27 16:34:34 HERS RATER VERIFICATION OF EXISTING CONDITIONS Address: CEA/HERS Certification Identification(If applicable): Heater 1 Gas Small Storage 1 50 0.58-EF kBt/hr 0 77 n/a n/a n/a Existing No HVAC COOLING-HERS VERIFICATION 1141 S.Stelling Rd. 01 02 03 04 05 06 City/State/Zip: Phone: WATER HEATING-HERS VERIFICATION s Name Verified Airflow Airflow Target Verified EER Verified SEER Verified Refrigerant Charge Cupertino,CA 95014 3 408-255-4804 01 02 t 03 04 05 06 07 08 Cooling Component quw RESPONSIBLE PERSON'S DECLARATION STATEMPl Not RO ed 0 Not Required Not Required Not Required 1-hers-tool I certify the following under penalty of perjury,under h lays of the State of California: E Compact Distribution Central DHW Shower Drain Water Name Pipe Insulation parallel Piping Compact Distribution Recirculation Control 1. I am eligible under Division 3 of the Bus'.e s t"a,Professions Code to accept responsibility for the building design identified on this Certificate of Compliance. Type Distribution Heat Recovery � 2. 1 certify that the energy fe ures and pert rma2Cer, fiL'iltleiw'a Certificate of Compliance conform to the requirements of Title 24,Part 1 and Part 6 of the California Code of Regulations. re�� HVAC-DISTRIBUTION SYSTEMS DHW Sys 1-1 1 Not Re Not^+�'r of Renuired Nnne Not Re uired Nat Re uired Not Re uired 3. The building design features o aim design feature- ^�"' his Certi^ate of Comoliance are consistent with the information provided on other a 1ica61e compliance documents,worksheets, Y / q q q q B B B P pP P -�� _ 01 02 03 04 g7 +i(' �° 1} - -12 13 14 15 16 J1 �.J •� +� � calculations,plans and specificatio S° miffed' •"e orr gelryfr'r�r,.r niy�p(L b411d G_R�tion. SPACE CONDITIONING SYSTEMS - t J _ nr-Ft-valut: Dui ati n •ot a 11 - -- Jf f Responsible Designer Name: tl r �L�nsi _�D 51�"••Signatr i qnll Verified Existin Gary YU 4 � 7 �01 2 C ^y ^� 17Fs­- Sheet:09 10 11 Desldo tM °^Q 's Dr-` H ^=� g New Ducts �+ ^ ^ -r 7Name Type Supply turn `tir piI RRh4n uppll e fiF� Status Existing Distribution \ L ;� cum an: + ^ t k4al if(4("On Condition s em 40ft \ J r ../ .. ti. Lti p y .i J r ../ .. g .'Heating UCooling Unit Distribution RequiredVerified Heating Cooling Yst GHY Consulting Engineers,Inc "1021- 27 8.2 t.Name System Type Fan Name Thermostat Existing Equipment EquipmentNameName Name Air Address: License: W TypeCondition Count Count Air No Existing Distributi 32720 Gilroy Ct. C67655 Distributi Unconditioned Non- Existing Heating Cooling Air R-6 R-6 Attic Attic n/a n/a Bypass (not on System No n/a n/a Heating and cooling system on attic Verified +New city/State/Zip: Phone: HVAC1 Component Component HVAC Fan 1 Distribution Setback Altered No 1 1 Duct specified) 1-hers- other System 1 dist Union City,CA 94587 510-299-6194 1 1 System 1 HVAC-HEATING UNIT TYPES HVAC-FAN SYSTEMS LlJ 01 02 03 04 01 02 03 04 O Name Type Fan Power(Watts/CFM) Name Name System Type Number of Units Heating Efficiency HVAC Fan 1 HVAC Fan 0.45 HVAC Fan 1-hers-fan Heating Component Central gas furnace 1 AFUE-92 Digitally signed by CaICERTS.This digital signature is provided in order to secure the content of this registered document,and in no way implies z U Registration Provider responsibility for the accuracy of the information. Q Easy to Verify I- m O at CaICERTS.com - Registration Number: Registration Date/Time: HERS Provider: Registration Number: Registration Date/Time: HERS Provider: Registration Number: Registration Date�me: HERS Provider: Registration Number: Registration Date/Time: HERS Provider: z 0 221-P010106730A-000-000-0000000-0000 2021-05-27 18:24:04 CaICERTS Inc. 221-P010106730A-000-0040000000-0000 2021-05-27 18:24:04 CaICERTS Inc. 221-P010106730A-000-000-0000000-0000 2021-05-27 18:24:04 CaICERTS Inc. 221-P010106730A-000-000-0000000-0000 2021-05-27 18:24:04 CaICERTS Inc. �/ CA BuildingEnergy Efficient Standards-2019 Residential Compliance Report Version:2019.1.300 Report Generated:2021-OS-27 16:23:19 CA Building Energy Efficient Standards-2019 Residential Compliance Report Version:2019.1.300 Report 2021-OS-27 16:23:19 CA Building Energy Efficient Standards-2019 Residential Compliance Report Version:2019.1.300 Report Generated:2021-05-27 16:23:19 CA Building Energy Efficient Standards-2019 Residential Compliance Report Version:2019.1.300 Report Generated:2021-OS-27 16:23:19 LL BV Y P P P B BY Y P P P 8 BY Y P P P 8 BV Y P P P � Schema Version:rev 20200901 Schema Version:rev 20200902 Schema Version:rev 20200902 Schema Version:rev 20200901 < � L�J a_ C) U O Z U Date: 5/27/2021 Scale: AS-SHOWN Drawn: Job: T1 T1 .0 1 Of 2 Sheets 11111111111111111111111111111111 ommuni y� . elopmel�M9b ap%?ll Residential Mandatory Measures Summary e Q !Q 2019 Low-Rise Residential Mandatory Measures Summary 2019 Low-Rise Residential Mandatory Measures Summary 2019 Low-Rise Residential Mandatory Measures Summary REVISIONS BY Pla n n iviSio n - uperti.InO Clearances.A r conditioner and heat um outdoorcondensin units must have a clearance of at least five feel from the outlet of a d e N� E ow-nse reJdent7al burr i gs subjecFto the Energy Standards must comply with afl applicable mandatory measures,regardless of the compliance approach .§150.0(h)3R P P g ny ry r Requirements for Ventilation and Indoor Air Quality: Interior Switches and Controls.Ah energy management control system[EMCS)may be used 1o.camply with control requirements if it: CUPFItTIPi9 used. Rev' ec6on for more information. "Exe 6'ons may apply.. §150.0(k)2G provides functionalily of the specified control according to§110.9,meets the Installation Cerlificale requirements of§130.4,meets the A'a�F'ZEQ'�'�'� � yLiquid Line Drier.Rirconditionersond heat pump systems must be equipped with liquid linefilter driers if required,.as specified 0l the Requirements for Ventilation and Indoor Air Quality.All dwelling units must meet requirements of ASHRAE Standard 622,Ventilation 01C2020 §150.0(h)3R manufacturer's instructions §150 0 0 I. EMGS re uirements of 130.Ole),and meets all other requirements in 11.0(k)2. [) and Acceptable IndoorRir Qualify in Residential Buildings subject to the amendments specified in§1500[0)1 Interior Switches and Controls.A multiscene programmable conlroller may be used to comply with dimmer requirements In 150.0 k if it Ca Se�$ - - Storage Tank Insulation.Unfired hot water tanks, such as storage tanks and backup storage tanks for solar water-heat ing systems,must §150.0[k)2H: P 9 y. Py q § [] 150.0 1 Single Family Detached Dwelling Units.Single famiily detached dwell ing units,and attached dwelling units not sharing ceilings or floors with provides the functionalil of a dimmer accordin to 110.9,and complies with all other applicable requirements in 150.0(k)2. AP P r ior� u er s § @ a..minimum of R 12 external insulation ar R 16 internal insulation where the internal insulation R-value is indicated on the exterior of the lank. �)r a age.Manufactured fenestration, exterior doors,and exterior pet doors must limit air leakage to0.3 CFM per square foot or less 150.0 0 1 C other dwelling units,occupiable spaces,public garages,or commercial spaces must have mechanical ventilation airflow provided at rates Interior Switches and Controls. In bathrooms,.garages, laundryrooms, and utilityrooms, at least one Iuminaire in each of theses aces must 110.Ea1: Water Piping, g Y Piping, P 9 Y piping § [ ] y g p Solar Water-heating System Pi in and Space Conditioning System Line Insulation.RII domestic hot watermust § [ ] when tested per NFRG-400 RSTM E283 or RAMAIWDMRICSR 10111.S.21R440-2011.' P 9, edetermined by ASHRAE 622 Sec.iions 41-1 and 412 and as specified in§1500(0)1 C 150.0 k 21: be controlled by an occupant sensor or a vacancy sensor providing automatic-off functionality.If an occupant sensor is installed, it must be Anova Bo d or be insulated as specified in Section 60911 of the California Plumbing Code In addition,thefollowing piping conditions must have a minimum § [] pp §4ld'�� ing.Fenestration products and exterior doors must a label meetinglhe requirements of§10111(a) Multifamily Attached Dwelling Units.Multifamily attached dwelling units must have mechanical ventilation airflow provided at rates in initially configured tomanual-on operation using the manual control required under Section 150.0(k)2G. nsulation wall thickness of one Inch or a minimum insulation R-value of 7.7.the first five feet of cold water pipes from the storage tank, all hot - 150.0 2A - Interior Switches and Controls. Luminaires that are or contain li ht sources that meet Reference Joint Appendix JA8 re uir ents for Q2/22 Field fabricated exterior doors and fenestration produ is must use U factors and solar heat gain coefficient [SHGC]values from Tables § �) accordance with Equation 150.0 B and must be either a balanced system or continuous supply or continuous exhaust system..If a balanced g m pp q ear Appro va Dat water piping with a nominal diameter equal to or greater than 314 inchand less than one inch;all hot water piping with a nominal diameter less 150 0 0 1 E 150 0 k 2J --_-1 8 - nor doors The must be caulked andlorweather-stri ed` § [ ] system is not used, all units in the building must use the same system type and the dwelling-unit envelope leakage must be�0.3 CFM a1 50 Pa § [] dimmin ,andthal are not controlled occupancyor vacant sensors, must have dimmin controls' than 314 inch that is associated with a domestic hot water recirculation system,from the heating source to storage tank or between tanks, Signa to r i Harkouifteakage.All joints, penetrations, and other openings in the building envelope that are potential sources of air leakage must be caulked, buried below grade,andfrom the heating sourceto kitchen fixtures' (0.2 inch water)per squarefoot of dwellingunil envelope surface area and verified in accordance with Reference Residential Appendix RA3.8. §150.0(k)2K Interior Switches and Controls. Undercabinet lighting must be controlled separately from ceiling-insialled Iighiing systems: e or wea er s ri e Case-Ma . Insulation Protection.Piping insulation must be protected from damage,including that due 10 sunlight,moisture equipment maintenance and Multifamily Building Central Ventilation Systems. Central ventilation systems that serve multiple dwelling units most be balanced to provide. Residential Outdoor Lighting.For single-family residential buildings, outdoor lighting permanently mounted to a residential building, or to other Insulation Certification b Manufacturers.Insulation must be certified b the Department of Consumer Affairs Bureau of Household Goods P9 P 9 �. 9 moisture, 110.8 a Y y P � wind as required b Section 120.3(b), Insulation exposed to weather must bewater retardant and protected from UV light no adhesive tapes). §150.0(0)1 F ventilation airFlowfor each dwelling unit served a1 a rate equal to or greater than the race specified by Equation 150.0-5.Al unit airflows must be §1.50.0(k)3A buildings onihe same lot,must meet the requirement in item§150.0[k]3Ai (ON and OFF switch]and the requirements in either § [ ] q yP P 9 [ and Services BHGS 150.0@3 I insulation covering chilled water in and refrigerant suction in located outside the conditioned space must include, or be protected b, a within 20 percent of the unit with the lowest airflow rate as it relates to the individual unit's minimum Fe cured airflow rate needed for compliance. 150,0 k 3Ai (photocell and either a motion sensor or automatic lime switch control or 150.0 k 3Aiii astronomical time clock, or an EMCS. g piping 9 piping p p y Insulation Requirements for Heated Slab Floors.Heated slabfloors must be insulated per the requirements of 110.8 _ Residential Outdoor Lighting.For low-rise residential buildings with four or more dwellin units outdoor lighting for private a1 ios.entrances §110.8(g]: eq p q § [g] Class I or Class II vapor retarder. Pipe insulation buried below grade muss be installed in a waterproof and nan�rushablecasing orsleeve. §150.0[0)1 G: Kitchen Range Hoods.Kitchen range hoods must be for sound in accordance with Section ofASHRAE 62.2. 9 g 9 9 P P , 150.0 k.3B: balconies, and porches,and residential parking lots and car oils with Iesstha eight vehicles per must comply with either 150.0 k 3. or Roofing Products Solar Reflectance and Thermal Emittance.The thermal emittance and aged solar reflectance values of the roofing Gas or Propane Water Heating Systems.Systems using gas or propane wafer heaters to serve individual dwelling units must include all of Field Verification and Diagnostic Testing.Dwelling unit ventilation airflow must be verified in accordance with Reference Residential § [) n p r I p g p n g p p y § [ ] A §110..8(i); material must meet the requirements of§110.8 and be labeled per 10-113 when the installation of a cool roof is specified on the CF1 R. with the applicable requirements in Sections 110.9, 133.0,130.2, 130.4,140.7 and 141.0 he following.A dedicated 125 volt,20 amp electrical receptacle connected to the electric panel with a 1201240 volt 3 conductor, 10 AAG .§150.0(o)2; Appendix RA3.7.A kitchen range hood must be verified in accordance with Reference Residential Appendix RR3.7.4.3 to confirm it is 1108. Radiant Barrier.When required, radiant barriers must have an emittance of 0L�or less and be certif ed to the Department of Consumer Affairs. copper branch circuit,within three feet of the water heater without obstruction.Both ends of the unused conductor must be labeled with the rated HVI to comply with the ai rf ow rates and sound requirements as s ecif ed In Section 5 and 7.2 of ASHRAE 62.2. Residential Outdoor Lighting.For low-rise residential buildings with four or more dwelling units, any.outdoor Iightingfor residential parking lots § [l) 150.0 k 3C: orcarpors with atotal of eight or more vehicles per site and any outdoor lighting not regulated by§150.0(k)3B or§150.0(k)3D must comply with Ceilingand Rafter Roof Insulation.Minimum R-22 insulation in wood-frame ceiling or the weighted average U-factor must not exceed 0.043. §150.0(n)1: word"spare"and be electrically isolated Have a reserved single pole circuit breaker space in the electrical panel adjacent to the circuit breaker Pool and Spa Systems and Equipment Measures: § [] g 9 9 p 'lsthe applicable requirements in Seclions 110.9,130-0, 130.2,130.4,140-7 and 141-0. forthe branch circuit and labeled with the words"Fut ure 240V Use";.a Category II or IV vent,or aType B vent with straight pipe between the - Minimum R-19 or weighted average U factor of O.154 or less in a rafter roof alteration.Attic access doors must have permanently attached Certification Manufacturers.An pool or spa heati s stem ore equipment must be certified to nave all of the following a thermal efficiency outside terminalion and the space where the water heater is installed a condensate drain that is no more than two inches hi her than the base y P P rig y P 9 e y Internally illuminated address signs. Vernally illuminated address signs muss comply with§140.8;or must consume no more than 5 watts of §150.0[a] insulation using adhesive or mechanical fasteners.The attic access muss be gaskeied to prevent air leakage. Insulation muss be installed in P , g iha#com lies with the Appliance Efficiency Regulations,an or�off switch mounted outside oftheheater that allows shutting off the'heater §150.0(k)4: aver as determined accordingto 130.0(c). of the water heater, and allows natural draining without pump assistance,and a gas supply line with a capacity of at least 200,000 Btu per hour. §110.4(a): p pp g g direct contact with a continuous roof orceiling which is sealed to limit infiltration and exfltration as specified in§110.7, including but not limited without adjusting the thermostat setting,a permanent weatherproof pl ale orward with operating instructions, and must not use electric Residential Garages for Eight or More Vehicles.Li Min for residential parking garages for eight or morevert Iles must comply with the to placinginsulation either above or below the roof deck or on to of a d all ceiling.' 150.0(n)2: Recirculating Loops.Recirculating loops serving multiple dwelling units must meet the requirements of§110.3(c)5. resistance heating' 150.0(k)5. g g g g P g g g , p y § applicable requirements for nonresidential garages in Sections 110.9 130.0 130.1 130.4 140.6 and 141.0. Piping.A ool or spa heating system or equipment must be installed with at least inches of pipe between the filter andthe heater,or §150.0[b] Loose-fill Insulation.Loose fill insulation must meet the manufacturer's required density forthe labeled R-value. Solar Water-heating Systems.Solarwater heating systems and collectors must be cerfif ed and rated by the Solar Rating and Certificationml p P 9 y e9 p � p P a , Interior Common Areas of Low-rise Multifamily Residential Buildings. In a low risemultifamily residential building where the total interior 10.4b1: § [) dedicated suction and return lines or built-in or built-up connections to allow for future solar heating Wall Insulation.Minimum R 13 insulation in 2x4 inch wood framingwall or a U-factor of 0.102 or less, or R-20 in 2x6 inch wood framing or Corporation(SRCC),the International Association of Plumbing and Mechanical Officials,Research and Testing(IAPMO R&T),or by a listing 150.0 k 6A common area in a single building e vats 20 percent or less ofthe Floor area,permanently installed li Min for the interior common areas inthat Q g �150.0[n)3: § [1 9 g q p p y 9 g §150.0(c): have a U-factor of 0.071 or less. Opaque non-framed assemblies must have an overall assembly U-factor not exceeding 0.102. Masonry walls agency that is approved by the Executive Director. §110.4(b)2: Covers.Outdoor pools or spas that have a heal pump or gas heater must have acover buildingmust be complywith Table 150.0-A and becontrolled b an occ ant sensor U) U must meet Tables 150.1-A or B.' Directional Inlets and Time Switches for Pools.Pools must have directional inlets that adequately mix the pool water, and a t ime switch that Interior Common Areas of Low-rise Multifamily Residential Buildings.In a low-rise multifamily residenlial building where the total interior W Ducts and Fans Measures: §110.4(b)3: will allow all pumps to be set or programmed to run onlyduringoff-peak electric demand erods. common area in a single building equals morethan 20 percent of the floor area,permanently installed lightingfor the intenorcommon areas in � ED §150.0(d] Raised Floor Insulation.Minimum R 1.9 insulation in raised wood framed floor or0.037 maximum U factor.' Ducts.Insulation installed on an existing space-conditioning duct must comply with§604.0 efihe California Mechanical Code(CMC).If a that building must: Z Slab Ed elnsulation.Slab edge insulation must meet all ofthe following have a water absorption rate,for the insulation material alone without §110.5: Pilot Light.Natural gas pool and spa heaters must not have a continuously burning pilot light. §150.0(k)6B Q �- r 9 g g P §110.8[�3: contractor installs the insulation,the contractor must certify lothe customer,in writing,that the insulation meets this requirement. i. Comply withlhe applicable requirements in Sections 110.9,130.0,130.1,140.6and 141.0;and facings, no greater 0 3 percent,have a water vapor ermeance no greater 2 0 perm per inch, be protected from physical damage and Pool Systems and Equipment Installation.Residential pool systems or equipment must meet the specified requirements for pump sizing,flow - � §150 0[f) g g p p p g p p p p y g ii.Lighting installed in corridors and stairwells must be controlled by occupant sensors that reducethe lighting power in each space by at least CMC Compliance.RII air-distribution system ducts and plenums must meet the requirements of the GMC§§601.0,602.0,603.0,604.0,6C5.0 §150.0 � UV light deterioration,and,when installed as part of a heated slab floor, meet the requirements of§110.8(g) [P) rate, in ,filters, and valves' 50 percent.The cccupant sensors must ofturning the light fully on and off from all designed paths of ingress and egress. LJJand ANS11SNlACNA-006-2006 HVAC Duct Construction Standards Metal and Flexible 3rd Edition.Portions of supply-air and return-air ducts and O � o Vapor Retarder. n climate.zones 1 through 16,the earth Floor of unvented crawl space must be covered with a Class I or Class 11 vapor lenums must be insulated to a minimum installed level of R 6.0 or a minimum nimum installed level of R.4.2 when ducts are entire) in conditioned Lighting M�sures: 150.0 1 p y Solar Ready Buildings: § (g] retarder.This requirement lies to controlledventilationcrawls aceforbuildin scorn in withtheexce exception 150.0dco space as confirmed through field verification and diagnostic testing[FtA3.1.4.3.8]. Portions of the duct system completely exposed and Lighting Controls and Components.AlAll lighting control devices and systems, ballasts, and luminaires must meet the applicable requirements Single Family Residences.Single family residences located in subdivisions with 10 or more single family residences and where the Vapor Retarder.I n climate zones 14 and 16 a Class I or Class II vapor retarder must e installed on the conditioned space side of all 9 Y g y 9 y U � p a p d b n d p surrounded direct) conditioned space are not re uiredtc be insulated.Connections of metal ducts and inner core offlexible dt�ts must be §110.9: of 110.9.' 150.0 2 � y P q § §11010(a)1 application for a tentative subdivision map forthe residences has been deemedcomplete and approved by the enforcement ager�y,which (n - I § (g] insulalion in all exterior walls vented attics,and unverted attics with air-permeable insulation. 150.0 m 1 mechanically fastened.Openings must be sealed with mastic,tape, or other duct-closure sys em that meets the applicable requirements of UL Q § [ ] 150.0 k 1A Luminaire Efficacy.All installed luminaires must meet the requirements in Table 15CO-A do not have a photovoltaic s stem installed must complywith the requirements of 110.10 b throu h 110.10 e. � 1_0 Fenestration Products.Fenestration, including skylights,separating conditioned space from unconditioned space or outdoors must have a 181,UL 181A, or UL181B or aerosol sealant that meets the requirements of UL723..If mastic ortape Is used to seal openings greater than'/d § [] q Q 150.0 Low-rise Multifamily Buildings. Low-rise multi-family buildings that do not have a photovoltaic system installed must comply with the Ln § [q] maximum U-factor of 0.58; or the weighted average LLfactor of all fenestration must not exceed 0.58.' inchi,the combination of mastic and either mesh or to e must be used.Buildin cavilies,su orl latforms for air handlers, and lenums Blank Electrical Boxes.The number of electrical boxes that.are more than five feel above the finished loci and do not contain a luminaire or Y 9 y 9 P y P y P g PP p P 150.0 k 1B: other device must be no reaterthan the number of bedrooms.These electrical boxes must be served b a dimmer,vacant sensarconlrol, or §110.10(a)2: q §110.10(b) g § [ i1J designed orconstructed with materials other than sealedsheet metal,duct board or flexible duct must not be used to corn e conditioned air: § [] g y y requirements of through 110.10 Fireplaces,Decorative Gas Appliances,and Gas Log Measures: g y fan speed control. Minimum Solar Zone Area.The solar zone must have a minimum total area as described below,The solarzone must com with access, Z � Building cavities and support platforms may contain ducts. Dusts installed in cavities and support platforms must not be compressed io cause P p y ,_, §110.5 e) Pilot Light.Continuously burning pilot lights are not allowed for indoor and out doorfirepla es. reduclions inthe cross-sectional area.' Recessed Downlight Luminaires in Ceilings.Luminaires recessed into ceilings must meet all of the requirements for:insulationcoVact (IC) pathway,smoke ventilation,and spacing requirements as specified in Title 24, Pad9 or other parts of Title 24 or in any requirements adopted by = J o0 §150.0(k)1 C: CD 150.0 e 1: Closable Doors.Masonry or factory-built fireplaces must have a closable metal or lass doorcovering the entire opening of the firebox labeling;air leakage;sealing;maintenance;and socket and light source as described in§150.0[k)1 C. a local jurisdiction.The solar zone total area must be comprised of areas that have no dimension less than 5 feet and are no less than 80 = J § [ ] 9 g Factor}FFabricated Duct Systems.Factory.-fabricated duct systems must comply with applicable requirements for duc#construction, squarefeet each for buildings with roof areas less than or equal to 10,000 squarefeet or no less than 160 square feet each for buildings with L1J � Combustion Intake.Mason or factory-built fireplaces must have a combustion outside air intake which is a1 least six square inches in area 150.0(T)2 connections,and closures; oints and seams of duct s stems andtheir components muss riot be sealed with cloth back rubber adhesive duct Electronic Ballasts for Fluorescent Lamps.Ballasts for Fluorescent lamps rated 13 watts or greater must be electronic and must have an Masonry ry p q § 1 y P V 150.0(e)2 §150.0(k)1D output frequency no less than 20 kHz. 11 0.10 0 1: roof areas greater than 10,000 square feet.For single family residences,the solarzone must be located on the roof or overhang of the building � § and is equipped ed with a readily accessible operable:and ti ht-fitiin damper or combustion-air control device." tapes unless such tape is used in combination with mastic and draw bands. § [ ] and have a total area no less than 250 square feet.For low-rise multi-family buildings the solar zone must be located on the roof or overhang of � Field-Fabricated Duct Systems.Field-fabricaled duct stems must comply with applicable requirements for: pi -sensitive tapes, Night Lights,Step Lights,and Path Lights.Night lights,step lights and path lights are not required to comply with Table 150.0-A or be q y g g §1500(e)3: Flue Damper.Masonry or factory-built(replaces must have a flue damper with a readily accessible control' Y systems py pp q p . p §150.0(k)1E. controlled by vacancy sensors provided they are rated to consume no more than5 watts of power and emit no more than 150 lumens. the building, or on the roofor overhang of another structure located within 250 feet of the building,or on covered parking installed wilh the w�/ - §150.0[m)3: mastics,sealants,and other requi reme is specified for duct construction. building project, and have a total area no less than 15 percent of the total roof area of the building excluding any skylight area The solarzone 6L V� Space Conditioning,Water Heating,and Plumbing System Measures: Lighting Integral to Exhaust Fans.Lighting integral to exhaust fans(except when installed by the manufacturer in kitchen exhaust hoods) 150.0 m 7: Baekdraft Damper.Fan systems that exchange air between the conditioned space and.outdoors must have backdraft or automatic dampers 150.0 k 1F: requirement is a Iicableto the entire building includn mixed occupancy.' Certification.Heating,venlilalion and air conditioning[HVAC]equipment,water healers,showerheads,faucets, and all other regulated § [ ] § O must meet the applicable requirements of 150:0.k.' �, §110.0-§110.3: appliances must becenifed b the manufacturer tothe California Ener Commission.' Gravity Ventilation Dampers.Gravity ventilating systems serving conditioned space must have either automatic or readily accessible, 150.0 k 1G Screw based luminaires.Screw based luminaires must contain lams that comply with Reference Joint Appendix JAR' §110.10(b)2 Azimuth.All sections of the solar zone located on steep sloped roofs must be oriented between 90 degrees and 300 degrees oftrue north. ,,;,- §150.0(m)9- manual) operated dampers in all openings to the outside,except combustion inlet and outlet air openings and elevator shaft vents- § O P Py 1102 a HVAC Efficiency.Equipment must meet the applicable efficiency requi rements in Table 110.2 Athrough Table 110.2 K.' y p ppShading.The solar zone must riot contain any obstructions,including but not limited to vents,chimneys,architectural features, and roof � Controls for Heat Pumps with Supplementary Electric Resistance Heaters.Heat pumps with supplementary electric resistance heaters Protection of Insulation.Insulation must be protected from damage,sunlight,moisture,equipment maintenance, andwind. Insulation exposed 150.0 k 1H: Light Sources in Enclosed or Recessed Luminaires.Lamps and other separable light sources that are not compliant with the JABelevated §11:0.10(b)3A mounted equipment' P pp rf+ P P pP ry § [] temperature requirements, including marking requirements, must not be installed in enclosed or recessed luminaires. must have controls that prevent supplementary heater operation when the heating load can be met the heat um alone, and in whichthe §150.0[m)9: oweaiher must be suitable for outdoor service-For example,protected by aluminum,sheet metal painted canvas, or plastic cover.Cellular p q 9 9 q Shading.A obstruction located on the roof or an other ail of the buildin that projects above a.selarzone must be located at least twice the 110.2 b P PP ry P 9 �J pump 9 Any y P 9 P l § [ ] foam insulation must be protected as above or aimed with a coaling that is wafer retardant and provides shieldin from solar radiation. cut-on for compression heating is higherthanthecufon temperature for supplementary heating, and the cut-off temperature for P P 9 h Pr 9 Light Sources in Drawers,Cabinets,and Linen Closets.Light sources internal to drawers,cabinetry or linen closets are not required to §110.10(o)313 distance,measuredin the horizontal plane,of the height difference between the highest pant ofthe obstruction andthe horizontal projection of compression heating is higher than the cut-off iem erature for supplemertary heatin ,' §15(l.0(m)10 Porous Inner Core Flex Duct.Porous innercoreflex ducts must have a non-porous layer between the inner core and outer vaporbarner §150.0(k)11: comply withTable 150.0-A or becontrolled by vacancy sensors provided that they are ratedto consume no more than 5watts of power,emit no the nearest point of the solar zone measured in the vertical lane.' Thermostats.All heatingorcoolin systems not controlled a central energy management controls stem EMCS must have a Structural Desi n Loads on Construction Documents.For areas of the roof desi nated as a solarzone,the structural design loads for roof 9 y �J n 9Y 9 y ( ] Duct System Sealing and Leakage Test.When space systems use forced air duct systems supply conditioned auto an more iron 150 lumens, and are equipped with controls that automatically turn the lighting off when the drawer,cabinet or linen closet is closed. 9 9 9 §110.2(c)`. setback thermostat:' occupiable space,the ducts must be sealed and duct leakage tested,as confirmed through field Verification and diagnostic tests §110.10(b)4: dead load and roof live load must be clear) indicated on the construction documents. §150.0[m)11- P P 9 g g �,�n §150.0[k)2A Interior Switches and Controls.All forward phase cut dimmers used with LED light sources muss comply with NEMA SSL 7A Water Heating Recirculation Loops Serving Multiple Dwelling Units.Water heating recirculation loops serving multiple dwelling units must accordance with§1500(m)l 1 and Reference Residential Appendix RA3- Interconnection Pathways.The construction documents must indicate:a location reserved for inverters and metering equipment and a 11 0.3 c 4: meet the air release valve backflow prevention, pump priming, um Isolation valve and recirculation loop connection requirements.of 150.0 k 2B. Interior Switches and Controls.Exhaust fans must be controlled separately from lighting systems.' §110.10(c): pathway reserved for routing of conduit from the solarzone to the point of interconnection with the electrical service,andfor single family Air Filtration.Space conditioning systems wth ducts exceeding e a two and the supply side of ventilation systems must have MERV 13 or residences and central waler-heating stems a athwa reserved for roulin Iumbin from the solarzone t o the water-heatin s stem. 110 3 c 4 Interior Switches and Controls.Lighting must have readily accessible wall-mounted controls that allow the lighting to be manually §150.0[m)12: equivalent filters:Filters for space conditioning systems must have a two inch depth orcan be one inch if sized per Equation 150.0 A Pressure §150.0(k)2C turned ON and OFF.' Documentation.Aco ofthe construction documents or a comparable document indicatin the information from 110.10 b through Isolation Values.Instantaneous water heaters with an input rating greater than 6.8 kBtu per hour(2 kW]muss have isolation valves with hose py P 9 § O 9 110 3 c 6 drops and labeling muss meet the requirements in§150 0[m)12 Filters must be accessible for regular service.' §110.10(d]: 110.10 c must be provided to the occupant § [) blobs or other fittings on both cold and hot water lines to allow for flushing the water heaterwhenlhe valves are closed §150.0(k).2D: Interior Switches and Controls.Controls and equipment must be installed in accordance with manufacturer's instructions. Space Conditioning System Airflow Rate and Fan Efficacy.Space conditioning systems that use ducts to supply cooling must have a hole Pilot Lights.Continuously burning pilot lights areprohibiledfor natural gas:fan-type central furnaces;household cooking appliances(except §110.10(e)1: Main Electrical Service Panel.The main electrical service panel must have a minimum busbar rating of 200 amps. forthe placement ofa static pressure robe or a permanently installed static pressure robe in the supply plenum.Airflow must be L 350 CFM Interior Switches and Controls.Controls muss not bypass a dimmer,occupant sensor, orvacancy sensor function if the control is installed to 110.5: appliances without an electrical supply voltage connection with ilotli lights that consume less than 150 Btu erhour and col ands a heaters.' P P P P y P P PP y P (] comply with 150.0 k. Main Electrical Service Panel.The main electrical service pane'must have a reserved space to allow forthe installalion of a double pole circuit §150.0(m)13: per ton of nominal cooling capacity,and an air-handling unit fan efficacy<0.45 watts per CFM for gas furnace air handers and-0.50 watts per §110.10(e)2: Building Cooling and Heating Loads.Heating andlor cooling loads are calculated in accordance with the ASHRAE Handbook, CFM for all others. Small duct high velocity systems must provide an airflow�250 CFM Per ton of nominal cooling capacity,and an air-handling 150.0 k 2F: Interior Switches and Controls.Lighting controls must comply with the applicable requirements of§110.9 breaker for a future solar electric installation.The reserved space must be permanently marked as'For Future Solar Electric". §150.00)1: Equipment Volume,Applications Volume,and Fundamentals Volume,the SMACNA Residential Comfort System Installation Standards g y Y P P g § [] P q Manual;or t he ACCA Manual.J using design conditions specified in§150.0(h)2: unit fan efficacy_0.62 watts per CFM.Field verification testing is required in accordance with Reference Residential Appendix RA3.3." HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY Project Name Date N Chou Addition Residence at 10180 Bonny 5/27/2021 Systein Name Floor Area W HVAC 2,035 _J ENGINEERING CHECKS SYSTEM LOAD (- Number of Systems I 1 COIL COOLING PEAK COIL HTG.PEAK Heating System CFM Sensible Latent I CFM Sensible Output per System 56,000 Total Room Loads 1,182 24,043 1.1451 437 21,523 Total Output Btuh 56,000 Return Vented Lighting 0 Output Btuhls ft 27.5 Return Air Ducts 1,091 1,105 Cooling System Return Fan 01 0 Output per System 48,000 Ventilation 0 0 0 0 0 Total Output(Btuh) 48,000 Supply Fan 0 0 Total Output Tons 4.0 Supply Air Ducts 1,091 1,195 Total Output(BtuNsgft) 23:6 Total Output(sgft/Ton) 508.8 TOTAL SYSTEM LOAD 1 26,224 1.145 1 23,914 Air System CFM per System 900 HVAC EQUIPMENT SELECTION Airflow cfm 900 Carrier 59SC2B060S14-12 AC38HDR048320 38,912 6,881 56,000 Airflow(cfmisgft) 0.44 Airflow(cfmrron) 225.0 Outside Air(1/6) 0 O/o Total Adjusted System Output 38,912 6,881 56,000 OutsideAir cfmis ft 0.00 (Adjusted for Peak Design conditions) Note:values above given at ARI conditions TIME OF SYSTEM PEAK Aug 3 PM Jan 1 AM W HEATING SYSTEM PSYCHROMETRICS (Airstream Temperatures at Time of Heati ng Peak U 28 IF 57°F 67 IF 115 IF Z ­1111111liw41- 11111111 L A LL1 o Outside Air 0 cfm Supply Fan Heating Coil 114 IF -,;I- AL 900 cfm ROOM � IY LIC) 67°F 68 OF Z >- Q F.F! C 1Io Zi1--_ COOLING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Cooling Peak C) Z 881 68 IF 76/62°F 76 1 62 OF 55 154°F E) 00 ~ Outside Air 0 I I 0 cfm Supply Fan Caoling Coil 56/54 IF U AL 900 cfm O 46 7% ROOME = 75/62°F U U 1 -[---�. 0 Date: 5/27/2021 Scale: AS-SHOWN Drawn: Job: Sheet: T2 T2.0 2 Of 2 Sheets Community Development Department General Landscaping , na PlanningDi ilon�ECspeoi imara Valley, storm drains flow Earth—MovingVewaterina H eaVy Goad Ho t�se keep rx-}Practices .J curenrl Ap FdV�6ly to our local creeks, and on to San J ❑esigrateoneareaofthesiteforautoparking- Storm Drain Pollution .J r cisc❑ Bay, with no treatment. Construction �ehde refuelE q u i p m ent Case RM-2 2F1��4 �.and rout Gardening , from Landscaping andmatu-tenarice.me designated area shs-b beed iActivities Operations e ra tio n Application �,;I�r(rn water poftutlon is a serious problem for and Slte away from streams or storm draininlefs-bermedif Swimming Paul Maintenancep wildlife dependent on our waterways and for necessary Make major repairsaffste and Peel Man y I an d scapi ng activities expose soils and Appr al Body: Director gt�eople who live near polluted streams or J To prevent off-site tracking of dirt,provide increase the likelihood that earth and garden Supervision 5 to rm water P o llu do n 02/02/ baylands. entrances stabllad aggrega:esurfaoes. Or them cats wlllrun off Into thestarm drains during Appr al Date provide ahrewasharea. Maintenance im9aton or4hen it rains. storm Drain Pollution Storm Drain, PQ 1lutlnn from Heavy Equipment o n Pkoper management of construction sites Storm drain Pollutiortfrom J K materials out of the rain- et ntrunoff Swimmingpoolwatercontairing chlorine and Signa re Brianne Hartus .�-_ _ _ from Earth-Moving Activities ry C o n s t r u c t i o n S i t e s • :significantly. Construction Activities contamrtation at the source.Cover exposed piles copper-based algaecides should never be g From Dew ate ri n A Activities i vi ti ea Case and er Y] Poo fly m ainta tried vehicles and heavy s cf sal or construction materials with plastic Lands capinglGarden Ma inrerlanc a discharged to storm drains. Thase them icals a re equipment that leak fuel. oil. antifreeze o r This sheet summarizes the "Best Management Construmon sites are carmzonsourcesofstom7 other fluids on the construction site are g sheeting a temporary roofs.l3efae d rater,sweep toxic b aquaDc life. Practices" B M Ps for storm water pollution utio n mt e r p ol lu bo n.Materials and wastes that blow or and remove matena]sfrom surfacesthat dra in to ❑ Protect stockpiles anc landscaping materials Soil excavation and grading operations loosen large f p Be Sure to call your city's storm water In51JeCtOr com m on sou rces of storm drain polluti❑ n . wash triad storm Bran-gutter, or street have a storm drains. creeks,orchanneb- from wind and rain by storing item under Gmounts of soil that can flow or blow into storm prevention. direc: rn pact on I ocal creeks and the Bay tarps Of secured plasticsheeting. at 408-472-9907 before discharging water to a Prevent spills and leak s b y isolatin g 7 Contain all litter,food wrappers,bottles and trains when handled improperly. Sediments in runoff As a contractor,or site supervisor,owner or Pool/FountainlSpa Maintenance equipment from runoff channels, and by cans-Place lidded trash and recycling bins J Schedule grading and excavation roe can dog storm drains- smother aquatic life. and street: gutter, or storm drain. Filtration or diversion watching tc h in for leaks and other maintenance operator of a site.you may be responsible for around the sere. g 9 p j ct; g any environmertal darn age caused by your during dry weather Draining pW15 or spas cestroy habitats In creeks and the Bay. Effective through a basin, tank. and sediment trap may be problems. Remove c c n s tr u ctio n equipment subcontractors or emplcyees. J Clean up leaks, drips and other spills Whe r its time to drain a pool-spa, or-ountain erosion control practices reduce the amou nt of runoff required. Reuse water for d List contra I. irrigation or from the site as soon as possible immediately sot hey do not contaminate soil or ❑ Use Temporary check dams or ditches to lease be stare to tail the Cu nfno Sanitar oRDi NAN CE OF grourKtomteror ieaee residue on paved surfaces. diver•, runoff away from storm drains p pe Y crossing a site and slow the flow with Check dams or another on-site purpose to the greatest extent Use dry cleanup methodsvvf'enever possible-If District before you start to r fur tie r g uica rice on roughened ground surfaces. possible- Site Planning and Preventive Vehicle THE CITY OF C UPERTINO General Principles yo u must use wa ter.use j ust enoug h to keep the J Protect storm drains with sandbags,gravel- flow rate restrictions. backflow prevention, and M a in to n an c e ❑ Keep an orderly site and ensure good dust down- fit led bags. straw wattles, or cther sediment handing specia cleaning waste{such as acid J Designate one area of ;he con siru clion site, we ii FOR STORM WATER POLLUTION housekeeping practices are used. ❑ Cover and maintain dumpstefs Place contnois wash; Discharce flows shoulc be kept to the love aw ay from stream s or storm drain inlets for auto ❑ Maintain equipment properly. dumpste rs under roofs or cover with tarps or le vel s typically possible through a ga rden h as e. Prac tf ces During Construction and e q u ip rn ent parking re f u e lrri g and ro a t in e PREVENTION & WATERCOURSE ❑ Coverrratenalswhentheyarenotin use. pla5licsheet[ngsecuredarourdtheoutsideofthe , R cont rang it an ex client rormoferosion Higherftowratesmaybe prohibited by local 'Check for Sediment or Toxic Pollutants th are and equ m ant rn aintenarice h Contain d sler Never clean out adumpster hose it controlfor any site. ordinance- J Remove existing vegetation only when b a area with berms. sand bags. or other ❑ Keep n-atenals awayfram streets.storm � � � '" o a rr ie rs down on the ccrlslaxtionsite. absolutely necessary Plant temporary ❑ Check for odors, discoloration, or an oily sheen PROTECTION. drains anddramagechannes _ LJ Store pesticides. fertilizers-and other J Neverdischarge pool or spa waterloo J M din Bain all v eh tote s and he ai y eq urpm a rst J Plaveportable toilets awayfrom, dorm 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 sp ect frequ early for and re❑air leaks Chapter 9.1 $ ❑ Ensure dust canted water doesn't leave site to g t,�kesr:re portable toilets in cabinet where construction is not immediately planned- ordlschargetostormdrains sanitary sewer clean out. Perform m ajar m airier ante, repair jabs ono Advance Planning To Prevent Poffution cider Checkfieouenfy for leaks. ❑ Ask your City inspector whether the ve hide and equ+pm en; w ashing riff-site, w '+e re 1 Use pesticides sparingly. according to J if Po when em t in a pool a- let ❑ Protect downslo drains a courses, 9.18.040 Discharge into the storm drain prohibited J Schedule excavation and gracing activities h9aterials/Wasie Handling p P Y 9 p sip pe 9 g rou nd'wa#er must be tested by a certified cleanup ;seasier g p 9 9 instructions on the lake Rinseempty chlorine dissipate for a few days and then streams, and storm drains with wattles. or ford weather eriods.Tcreducesoi L� PracticeSourceReduction--mninia? waste Iat7QratOry. J 1( you m us. crain and replace muse radialor pans It IS unlawful to cause, allow, or permit to be erosion ant tem raryv tation or la when u order materials. Estimate careful containers. and use rinsewater in product- onto eireu se water by draining it gradually tem ora r d rains e swales Use check dams or d o o to n l t c t h e r fir,ra s on site use drip pans or P po � p }'o �' P Y g oihererostcrt controls before rain he gas-tJse Dispose of rinsed. copy containers Ir the onto a landscaped a teaDependingdrop p cloths to catch drips and spins c o Ilec t discharged, any discharge not composed entirely of g ❑ Recycle excessmaterials.wheneverpasshie. crash Dispose afunused pesticidesas ditches to divert runoff around excavations- ❑ on the test results, you maybe all sneni flu ds s iore in separate conla+n ers and the Erosion and S edp77 ent Cc atria'Manual suc h as con erete.aspha]t.scrap metal sol verbs. stormwater to the storm drain system or to surface waters availabfefrort'i'he R iomal Water haza•daus waste J Do not use copper-based algaecides- Refer to the Regional Water Quality Control allowed to discharge pumped groundwater to properly dispose as hazardous w as,e (recycle y y degreasers-cleared vegetation,paper rock. and Contro I a I z e with chlorine or othe r Board's Erosion and Sediment Control Field w hen ever a o s s r4[e i Control Board-as a reference. 9' the storm drain �R you may be required to we matntenanoe materials such as used oil. J In Cu ertine.residents with curbsiderecyclin or to any ocab oil where it wouldContact or eventually e your antifreeze-batteries-and fires p g alternatives, such as sodiurr bromide. Manaat fo r proper erosion a nd sediment co ntrol discharge to the sanitary sewer or caile ct and � ❑o n o t u s e a ces e i o i i to lubricate e q u rp m e n t J Control the amount of runoff crossingcan collet lawn. gard en an d tree trimmings i r. Y parts or clean e c u ip m e n i use only water for transported to surface waters, i nd udi rig flood plain areas, site(e special hy dung excavation')by using www;reducevtiaste of for info yardwaste raters.Ya rdwaste will be collected Filter Cleaning measures haul the water off-site for tee arm ant and any o n s ire cleap in s unless s eCIflCall called out in the Municipal Regional bermsorterrporaryor permanentdrainage lJ D is p ose of a I I wastes properly. M ate nalsthat and composted by the city s contractors disposal at an approp riate treatment facility- J c o ver exp o sed fifth w h eel hitch e s and athe r p y p g dtchestodiverttvaterfaow around the site J Never clean a filter in the street or near J Cover stockpiles and excavated soil with cannot be recyGledmusitretakentoan RBSidenfsare enCoura ed tPCOm sit ai+y or greasy eq u+pm e nt du -:rig rain everts Permit as an exempt or conditionally exempt discharge. Reduce stormvmterrunoffveloabes by appropri ate IandiiiIIordsposedofas hazardous yard on themselves- Or ake storm drain. Rinse cartricge and secured tarps or plastic sheeting- p y pconstruct te. a check y ❑ When discharging to a storm drain, protect the n9 'nPor ry waste.Nearer bury waste matenalsor leave them diatomaceo.a sea rth fitters onto a dire area, S p ill C le an up 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 in composted and J Clean up spills immediately 9.18.070 Accidental Discharge ❑ TrainyourempIoWesandsubcontractors. Permits spent diatomaceous earth in the garbage drain rock, or cover inlet with filter fabric Thecdy canpromdebrochuresaboutthese J Landsca contractorsshould J Never hose d ow n "dirty' pavement or All ersons shal l not] the Director of Public Works LJ In addition to Iccal grading and building permits pe anchored ho red under the rate. im e r m e a b ie s u r fa ces w here riu ids h a v e s p ivec p issues for you todistributeto��wrkefs at your ❑ 1f there is no suitable dirt area.call g p yauwii need to obtain coverage under theState's take clippings and pruning waste Use dry cleanup methods ',a bsorbe nt i mmedi ately upon accidents!ly disdha rgi rig pal lutar>ts of cortstructlon site inform yoursubconfractars General Construction Activity Storm4tieter Permt it to a landfill that composts yard Cupertino Sanatory br insfiuct!ons on rn a ter,a is cat Idler a ric ro r rags) whenever a bout thestornwater reg6r erne nts and Item ur on dischargingfilter backwas-i or rinsewater to possible and properly dispose of ab so rben i concern to enable countermeasures to be taken by the City ,cresor Crud .Infoeisdiston IheGeneraIRs5 waste Rd- l Nfilla Island end � ❑ Contact Cu ertin❑ Sa nitar District at 253-707 1 m ateria Is own responsibilities. Use &ueprint fcYa Clear+ acres or more.Information ore the GeneralF'emtit tf a sanitary serer, p y Bay,a Gorlsttuction best management radices Zanke r Rd- landfill are tie nea rest]. to a i nimize damage to storm drains and the receiving aide available at our Dept counter can be from the Pe Water prior to discharging to the sanitary sewer_ J sweep up spilled dry materials in, m edia to ly- S 9 Control Boar d. (TWcdteriawilIchangetoone J Do not blow or rake leaves into Never atternptto -wash them away" with water- waters. Initial notification shall be followed, witfhin five(5) acre as of Mar.2001) the street. r— or bury them business days of the date of occurrence, by a detailed J Use as little w ate r as possible for dust control. Ensure water used doesn Ileave silt or written statement descr1bi rig tihe causes of the acddenta! discharge to storm drains discharge and the measures being taken to prevent future 1, C lipan up $p as is on dirt area s by d g g in g tip and prope-iy disposing of con tarnrnated soil occurrences. Such noti ficab oil W 11 not relieve persons of Removal of BMP Facilities i ail97 t for significant spills liability far violations of this chapter or for any fines imposed ❑ f She spilt poses a significant hazard to on the sty on account thereof under Section 13350 of the Thepropertyowner and the contractor share ultimate responsibility for human health and safety properly or the The Project Contractor is responsible environment you must also report it to the California Water Cade, or for Vi lotion of Section 5550 of the State Office of Emergency S e ry Ices. Califomia Fish and W1dlifeCode, or any other applicable provisions of State or Federal laws. the activities that occur on a construction site. You may be held responsible for removal of all B M P Facilities 9.18.220 Violation* for Any person who vl d ores any pravisi tin of this Chapter any environmental damage caused by your subcontractors or employees. located within the Public Right of way 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, ,� ,� , ❑uring Construction Pai nt�paragraph D, states*: g and Roadwork ', Storm Drain Pollution Fresh Concrete • / 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 Rerno+ra► and J Set up and operate small mixers on tarps or Solvents andApplicationheavy plastic drop cloths. 1 . Afine not to exceed $100 for a first Violation pRoad pa vin g, surfacing, and pavement re m ova I J When cleaning u p after d riveway or sidewalk J Paint chi s and dust from non-hazardous Paving SmalI Business 2. Afine not to exceed $200 for a second violation d stet in andsand blastin rna be happen right in the street. where there are numerous Adhesiviz;s ry pp g g Y construction, wash fines onto dirt areas. notopportunities far asphalt, saw-cut slurry. or3. Afine not to exceed $50g for a third violation ofswept up or collected in plastic drop cloths and down the driveway a r in to the street or storm f--I��r�ous ■haste disposed of as trash. excavated material to illegally enter storm drains- Storm Drain Pollution from drain the Sarre Chapter Wlthln one ]Ivor. Extra planning is required to store and dispose of J Chemical paint stripping residue, and chips General Business Practices materials properly and guard against pollution of J Protect ap plicatton s of fr ash co ncrete and Disposal Prgm p p v g g p Fresh Concrete and Mortar * and dustfrom marine paints, or paints mortar from rainfa II and runoff until the 9.'l$.240 Civil Halt far illicit discharges* p p storm dra ins creeks, and the Bay. y g Any p on who disch ar Storm Drain PollutlOn from Paints, containing lead, merc be disposed of as wastes, Lead control plans for roadway embankments- ortributyl tin must LJ Develop and implement erasio nlsed tine nt Applications materia i has dried Businesses that generate legs ers o llutants, in violation of chi s g es p hazardous Solvents, and Adhesives J Wash down exposed 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,sdvents,and adhesives carltain ❑ Schedule exta vation and grading work d uring y g to the Cityin a sum not to exceed tvuent -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 focal dry weather. During Construction q 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. J When stripping or cleaning building exteriors ❑ Check for and repair leaking equipment properly, or (3) be vacuumed from a catchment violation occurs. Toxic chemicals may came from liquid or solid with high-pressure water, block storm drains. ❑ Avoid paving and seal coating in wet environment. Disposing of these materials created b y blo ck in g a storm drain inlet If are e�ig��le//��t(�o� use tQQhis7pr(o{g�ram. productsor fro mcleaning res due s or rag s. Paint Direct washwaterorrtoadirtareaandspade ❑ Perform major equipment repairs at weather, or when rain is forecast, to prevent to the storm drains or creeks can block necessary, dccki runoffwith temporary berms Call `tV G�J'1 �VV material andwastes adhesives and cleaning fluids into sal.Or. check with Cupertino Sanitary designated areas in yo us maintenance yard. fre sh m a ter ials fro m con tatting storm water storm drains, causes serious problems, and Make sure runoff dots not reach gutters or L Excerpts - For complete CODE 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 sier- A void perfo rm ing r unoff. is prohibited by la w. storm drains City ❑fCupl no Municipal ert M al Code. properly to prevent these materials from flowing wastewater and dispose of it in a sanitary equipment repairs at construction sites, for a quote. L] Cover and seal catch basins and manholes u> When breaking p pavement, be sure to puck into storm drains and watercourses- sewer drain-Sampling of the was hwater may J When refueling or when vehiclelequipm ant 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 Recycle lar a chunks of broken con creee. See 9 or silo liar materials. General Business Practices y 9 ❑ Washwater from painted buildings Iota do n away fro m storm drain s an d creeks. www.red ucewaste.org for info on recyclers- constructed before1978 can contaunhigh ❑ Protect drainage ways by using earth dikes- ] Wash out concrete mixers only In designated J Do not use diesel oil to lubricate equipment sand bags. or other controls to divert or trap washout areas in your yard, away from storm J Never bury waste material Dispose of small C u e r t i n o Handling Paint Products amounts of head,even if paint chips are not am ou nts of exce ss dry concrete- rout. and p g parts or clean equipment and filter runoff- drains and waterways. where the water well flow y g Building Dept: present. Before you begin stripping paint or mortar in the trash ❑ Keep all liquid paint products and wastes clean pre build exteriors water J Rec cle used oil, concrete. broke n a s halt. Into a temporary porary waste pit in a dirt area- Let 408-777-3228 rig p 9 Y P ❑ Never wash excess material from exposed- water percolate through soil andduspvse of Public Works Dept: away from the gutter,street, and storm under high pressure, test paint for lead by etc. whe never possible. or d isp ose of p rope riy- a re at co no re to or s im liar teed tin e n{s into J Never dispose of washout into the street. g9 g settled, hardened concrete as garbage. storm drains, drains a ditches. or streams 408-777-3354 drains- 0 king pain tscrapingstoalocal laboratory. (www.recyclestuff-com for list of recycling a street or storm drain Collect and recycle. or IlVheneverpossible, recycle washout by g Santo Clara Count (See Yellow Pages for a s tat e-cer tified cam pa nies.y d ispose to d in a rea. pumping back into mixers for reuse. Y laboratory-) Recycling Hotline: Painting Cleanup J Cover stockpiles (asphalt. sand. etc-) and :] Wash out chutes onto dirt areas that do not 800-533-8414 J If there is loose paint on the building. or if the other construction materials with plastic tarps. flow to streets or drains. w w w.re d u r•e w a s to.o rst LJ Never clean brushes or rinse aint paint tests positive for lead.block storm As p haltlCon c re to Removal P Protect from rainfall and prevent runoff with L,] Always store both dry and wet materials www.recycIestuff.com containers into a street,gutter, storm drain, drains CheckwithCupertinoSa nit aryDistrict temporary roofs or plastic sheets and berms undercover, r Small Business Hazardous Waste: 1 forth drain,or creek. rQ determine whether you may dist�sarge water J Avoid creating excess dust when breaking asphalt p otected from rainfall and ruroff ` and away from storm drains or waterways. � `C� � 4 0 8-2 9 9 7300 to thesanita sewer,ord must send it or concrete. ❑ Park paving machines over drip pans or n o - ❑ Forwater-based paints.paint out brushes to rY r a bsorbe nt m a to via! [cloth. rags. etc.} to catch protect dry materials from wind , Cupertino 5 a Sanitary r Sewer ❑ is tr affsitefordisposal as hazardous waste .J After breaking up old pavement- be sure to Y the extent possible,and ruse into an inside drips when not in use. J Secure re bags of cement after they are open. 1, : CITY or 408-253-7071 remove all chunks and pieces. Make sure l r �UPE TINY sink drain that goes to the sanitary sewer l3 a sure to keep wind-blown cement powder broken pavem ent does not cam a in contact ❑ Clean up all spills and leaks using "dry' Santa Clara Valley Urban Runoff Paint L)isposal, Return or Donation away from streets. gutters. storm drains. Y' LJ For oil-based paints. paint out brushes to the with rainfall or runoff methods (with absorbent materials and/or { Pollution Prevention P r m rainfall, and runoff. }} g extent possible and clean vattt thinner or J Dispose of unwanted liquid paint thinners. rags). o r dig u p. remove. and properly fly d isp ose f, 800-794-2482 ,J When making saw cuts- use as little water as solvent. Filter and reuse tnlnnersand solvents. solvents.glues.and deaning fluids as possible- Shovel or vacuum saw-cut slurry and of contaminated soil- IJ Do not use diesel fuel as a lubricant on where possible- Dispose of excess liquids and hazardous waste(call the Small Business concrete forms. tools, or trailers ` State Office of Emergency residue as hazardous waste. Hazardous Waste Prgm:299-73�). remove from the site- Cover or protect storm LJ Collect and recycle or appropriate ly dispose of L S e ry is e s drain inlets during saw-cutting- Sweep up. and excess abrasive gravel or sand . 777 1 -8 Q 0-8 5 2-7 5 5 Q2 4 h rs) oroug LJ When thhlyry. empty pa dtint can use upp d J Or Return to slier, [Unopened can of paint properly dispose of- all residues ( ❑ Avoid over-application b water trucks for dust brushes. rags-and drop doths may be may be able to be returned. Check with the pp y J Sweep. never hose dawn streets to Clean tip co rite❑I- R e p a r t s p ills to 9 1 1 disposed of as garbage vendor regarding its "buy-back"policy.} tracked dirt. Use a street sweeper or vacuum J Donate excess paint(cat 12 99-7 300 to donate.) truck. Do not dump vacuumed liquor in storm Santa Cl,sr;t V,i11cy drains- l7rban Rrrnoiri' Pollution Prvvention Program UPDATED SEPTFMBFR 2016 APPROVE SHEET: cc 9/1 N TR TI N BE T MANA EMENT PRACTICEO � j 0 OF X 1 •o SHFFTS TIMM BORDEN, R=45512 DATE DEPARTMENT OF PUBLIC WORKS DIRECTOR OF PUBLIC WORKS II'u.l Community Development Department Planning Division — Cupertino CUPERTINO APPROVED w W Case # RM-2021-034 SCOFFIELD DRIVE W z = Application Number(s) O L Approva I B dy: Director/Staff Ld � Approva I D to 02/02/22 z = o W o Signature Brianne HarkoushaOf Q Z Case Manager Q SITE D' [if bi Q Z m w Z [if Q oa m m Y 00 PEPPER TREE LANE I z Uj z VICINITY MAP m NTS zz Q w0 � `V� QLE IJ II = a I ' co 0 0 �� V) 0 I RESIDENCE 589059 37 E O 707. 50 6 — FENCE 6 6 3 269 26A 26� 8. 4 4 S �\0 �`� 26`�99 26� 6 . 4 0 z 6 ' PP 26 WALK �� s�sr 8 o N 263 G G G G G G 26sr cn z s 6QS2 YARD I w 0 � �Fc ❑H Uj 280' TO SSMH 6 RIM=261.56 3 GA 2A GE9SLAB � �6 20. 58 26 _ 26 st N 263 3-QO 6)9 SST �� o 7SS SS SS SS ENTRY FLOOR 26sr I N O W 265.41 SO J L-Lj o � N o �6 6 g3 O O rn 8 To N 3 o a �� �sg O v Q Q SSMH -LjZ DRIVEWAYS o p RIM=263.8 9 U 6 O N Or C)Z 2 63 •S rO^ 26256 1 263 I 26 63�S 89 U J U � O �6 36 I � � pc Q O U) C� 339 (J O `n W o� z m o� Q z ID I e 63,E �6 633 26 � 6 �622 32 I S 26`3S �63' 36 Z! �O U 8 f IWI o II �6 22 — coN 6. 2 AC . 87 o o W W w W W � IP — — — — — — FENCE 00 107. 50 m , I 263 0 , `', O N89 59 �37 ,�W can 3 RESIDENCE W W a � o V N Cn O Ln J z Q LO O Q c�tiO�AL D 6' z 0 5 M• �� W Q O Q 8104121 o -> Q z � OiJ � ° � m U � Q � N W a� � c� I No. 7523 �Q. O Q w C c-, 0 � O c� ? [BENCHMARK II7 pil U) X -C THE RELA TI VE ELEVATIONS SHOWN LOOT AREA H Q�O S O� 8�Q�O N�s � Q m U � HEREON ARE BASED ON ASSUMED J MONUMENTS FOUND IN DATUM. THE WA TER METER 7525 SQ. FT. f ADJACENT TO THE SW CORNER BONNY DRIVE PER TRACT 2808 CO SSUL Two CO WAS USED FOR THE BENCHMARK VOL 137 MAPS, PAGE 22 ELEVATION = 263. 14 (ASSUMED) SANTA CLARA COUNTY RECORDS www.baylandconsuI tin g.conn Y1 .0 Community Development Department Planning Division — Cupertino CUPERTINO APPROVED w W Case # RM-2021-034 SCOFFIELD DRIVE F- _ W z = Application Number(s) O L Approva I B dy: Director/Staff I,, li Approva I D to 02/02/22 z = o W o Signature Brianne HarkoushaOf Q z Case Manager Q SITE D' [if bi Q z m w z [if Q oa m m Y 00 PEPPER TREE LANE I 00 VICINITY MAP m F I I Ir - I I _ NTS d zz Q wC 0 II _ of I ■ O 0� SCALE V) 2 O I I I RESIDENCE � II II 777!!t I I S89 59 37 coID I�— — — _ 70 7. 50 �� _ _ — — FENCE � I i v — — X — 2`s I`'S3 1 269 26�0 ? 26' 6 — c5 `Sii�� I 2S 8. 4 4 S P��O S 6399 26� sQ 26Q 0 26 .�8 z P -I? WALK o N 263 G G G G G G � S 0 YARD I o � o z � O 2 OH ^(� O o �Fc ❑H Uj 280' TO SSMH 's��, , RIM=261.56 I ��, GARAGE SLAB W I 6 I I I 263.95 _ 2 N �6� I Cn �,S �6' 9� �6 6'sr , CF I O 2 I ILij 2 � ' I.1. V VV p�z G SS SS — �� — SS SS SS �s`sr + Z SS SS ENTRY FLOOR O W �.� ( f 265.41 Sp W O N w 2�� I �>M 1 ,.sr`��_ � O 8' To �, J I a �63� ----- i 2 I a °jCL cn z W o R';�o I 6'� _ O U Q Q Ljj SSMH � � o DRIVEWAY c 8 a U RIM=263.81 � 2 J'�61 262S6 63 26 S U J U`V � I � � � �I 26'sr AC . 8 7� v ) o o m N w ?6 w w w w 6. 2W S "sQs O 107. 50 m o 263 a , ,� N89 59 `37 W can 3 RESIDENCE W V N Cn O Ln J z Q Ln 0 Q 5 M• �� MO W Q O Q 86l4121 o � � Q � � Q ° � m Q N �I No. 7523 �Q. O Q _ w CALZ > o, C) U `V IJ IJ IJ V IJ Lr IJ ll Lf u I I op 1/�I Ic5n X -C THE RELA TI VE ELEVATIONS SHOWN LOOT AREA H Q�O S OF 8�Q�O N�s � Q m � � HEREON ARE BASED ON ASSUMED J MONUMENTS FOUND IN DATUM. THE WA TER METER 7525 SQ. FT. f ADJACENT TO THE SW CORNER BONNY DRIVE PER TRACT 2808 CO SS(UL Two CO WAS USED FOR THE BENCHMARK VOL 137 MAPS, PAGE 22 ELEVATION = 263. 14 (ASSUMED) SANTA CLARA COUNTY RECORDS www.baylandconsuIting.com Y2 .0