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DIR-2021-014 - Approval Set Commu ity Development Department } m Pla ning Division7 1 -) — Cupertino w -CUPERTINO APPROVED Q Case# D I R-2021-014 Application Number(s) Approval Body: Director/Staff Approval Date 1 08/17/21 z 0 Signature J rey Tsumura W Case Manager w 5UPP\....AMANYAM 51t) NC Z .0 aV U l� C Q 1.1 E 0 r P\\***4k0r05 W At) t) ITION MOt) O 2 0 � * u 1 � m •� o r_ d 22686 M t) INA COUP\ LL ©2020 ALI'S CONSTRUCTION&REMODELING INC. CUP P\fl N 0 0j CA 9 014 ALL RIGHTS RESERVED. W U z w o z wF � - MOICT 121l?�C1'OI?Y PP\OJFCf PAM AP�A C&CULATION5 5ftf INM o 0 0� QUC> PROPERTY OWNER: APN: 342-15-056 A) LOT: 9,811t SF ARCHITECTURAL SANGEETHA SUBRAMANYAM Q � z Q 22686 MEDINA COURT OCCUPANCY GROUP. R-3 & U B) EXISTING 1ST FLOOR: 1,364 SF AO COVER SHEET W _ U CUPERTINO, CA 95014 Al PROPOSED SITE PLAN z Z E CONSTRUCTION TYPE: VB—NOT SPRINKLERED C) EXISTING GARAGE: 600 SF A1.1 EXISTING SITE PLAN Q W o 0 DESIGN—BUILD: A2 EXISTING 1ST FLOOR PLAN z ALI'S CONSTRUCTION & REMODELING INC. ZONING: P(Res 4-8) D) EXISTING 2ND FLOOR: 1,120 SF A2.1 EXISTING 2ND FLOOR PLAN W 1011 S. DE ANZA BLVD. A3 PROPOSED 1ST FLOOR PLAN Q A3.1 FLOOR AREA CALCULATION DIAGRAM O SAN JOSE, CA 95129 EXISTING NUMBER OF FLOORS: 2 (TWO) E) NEW ADDITION TO 1ST FLOOR: 421 SF A4 PROPOSED ROOF PLAN 408-441-0967 0— Oo W alis_construction@yahoo.com FIRE SPRINKLERS: NO A5 ARCHITECTURAL DETAILS M O F) EXISTING PORCH= 36 SF A6.0 ELECTRICAL PLAN-1ST FLOOR STRUCTURAL ENGINEERING: BEDROOM/BATHROOM RATIO: A6.1 ELECTRICAL PLAN-2ND FLOOR (� CV U ARMIN MASROOR, PE EXISTING: 4/3 G) OVERHANGS= 300 SF A7 PROPOSED ELEVATIONS AMS DESIGN PROPOSED: 4/ A8 PROPOSED ELEVATIONS 4010 MOOREPARK AVE SUITE 101 H) TOTAL AREA: A9 EXISTING ELEVATIONS SAN JOSE, CA 95117 B+C+D= 3,505 SF A10 EXISTING ELEVATIONS armin@amsdesignllp.com GB1 CALGREEN CHECKLIST F.A.R: T24 TITLE 24 01 LAND SURVEY [H/A]X100= (3,505/9,811)X100= 35.7% Q3 `—" WILSON LAND SURVEYS z 01 261 CARLTON CT. LOT COVERAGE: z U 0, o LOS GATOS, CA 95032 [(B+C+E+F+G)/A]X100= (2,721/9,811)X100= 27.7% STRUCTURAL w o 00 0 408-427-2279 o z CO 0 z S-1 GENERAL NOTES 0 a o S-2 FOUNDATION PLAN w W X �) U o S-3 CEILING PLAN co D LL o 0 o S-4 ROOF PLAN SF-1 FOUNDATION DETAILS zo o U z z > Z 0 w SD1 STRUCTURAL DETAILS m \0 � U z [V� P\PTP 50miff& APPLICV�� COP�5 5COM 0r WORK SD2 STRUCTURAL DETAILS N I z a LU C/) z � o � z Q I 2019 CALIFORNIA BUILDING CODE 1) 421 SF NEW REAR ADDITION TO EXTEND EXISTING KITCHEN & LIVING oU co o a ROOM. 101 SF NEW REAR & SIDE ADDITION TO BUILD NEW OFFICE. LAND SURVEY - vi _J 2019 CALIFORNIA RESIDENTIAL CODE 2019 CALIFORNIA MECHANICAL CODE 2) INTERIOR REMODEL INCLUDING KITCHEN AND DINING ROOM REMODEL. 1 TOPOGRAPHIC SURVEY a CD ~ 2019 CALIFORNIA PLUMBING CODE 2019 CALIFORNIA ELECTRICAL CODE ESIGN AZ 2019 CALIFORNIA ENERGY CODE CHECKED AZ 2019 CALIFORNIA FIRE CODE SCALE AS NOTED JOB NO. 2020 2019 CALIFORNIA GREEN BUILDING STANDARDS CODE ISSUED FOR BUILDING CITY OF CUPERTINO MUNICIPAL CODE DATE 05/26/2021 SHEET ALL APPLICABLE COUNTY OF SANTA CLARA CODES & REGULATIONS COmmu ity Development Department aUPERTINo Pla ning Division —Cupertino C APPROVED Case# DIR-2021-014 APPlication Number(s) Approval Body: Director/Staff Approval Date 08/17/21 , Signature J re Tsumura Case Manager �R \ pR�P m I � w f � � + � Q 0 lk \ X \ z 0 If k w x i 1 0 � z (E) REAR YARD —/ (E) WOODEN FENCE ALONG xl—PROPERTY LINE TO REMAIN TYPICAL a 0 N 89'_1 „ a C� •a m u 00 m Y In (0 LU m' o :j O o >- +� Al CI d � 0-LLJ _ V C LL 02020 ALI'S CONSTRUCTION a REMODELING INC. ALL RIGHTS RESERVED. 5� " «± ::;:':.�:•;• ;`�.' ,_8„ (N) REAR ` . • : : r '=� -'. ADDITION 41: ,. ; 4 —g„ 101 SF (N) SIDE I I ADDITION 3» W ELECTRIC METER Q U LU , ` (E) TO AS METER .I w I �a . REMAIN I I I I :r.� ..' ::�_. 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LU Cif ELECTRIC METER I I` Q U < LU U (E) GAS METER I I I I ,t:'; :�;• A.:; : ,. , ; z z TO REMAIN I I I :r.. : ;: Q Q LU LU l I :..• . • Q w '0 E— CL (DO \C) Uj CL Of N IAA ..,.. :•s... 'E RIVz o 00 �� -'•t.: r:�: i.•- a';. ;7.. :.r'•. , (E) SIDEWALK LUz 00 o 0 co LL 0 of •` ° C) U z 0 LU !. E) CURB . � ' . m 7j "& GUTTER wz Q � U 3 J U LU CD NPR COUPS' f i, �• : •, Q — LW ESIGN AZ CHECKED FXI5f1N6 511f PLAN AZ SCALE AS NOTED JOB NO, 2020 ISSUED FOR BUILDING DATE 05/26/2021 SHEET A101 Commu[ningDivision— pment Department } m PlaCupertino WCUPERTINO OVEDQ Case # 1-014 Application Number(s) Approval Body: Director/ Staff Approva I Date 08/17/21 z O Signature Affrey Tsumura cn Case Manager W �E �2 Z ———— ———— ———— ———— ———— H •m V 'u a 12 e 5.5 TYP. fx-. ° I m'ti o J d; N E 0 N E o Ll w0 V � LL 02020 ALI'S CONSTRUCTION&REMODELING INC. ALL RIGHTS RESERVED. O LU FX15M6 M5f/ FIGHT 5112F FLFVAf10N 5CAX: 1/4 P-0" z w o z w — � 0 0 LC) 57 Q 0-\ Q �zz Q w _ " z o Q o w 0 z: w Z z Q o � � mw N (� IL CV U U N Z W U Q oo O O O Z O O z: - ---- LU IL< ——— ———— ———— ---- co U W O c o Z (n Z O_ r- � ZO W U J .O W U Cn C, m (D' Q Oi Z J C� N O Q J In Z O w U ('0 o 00 cn Q (n J J — W Q O ~ ESIGN AZ CHECKED AZ SCALE AS NOTED JOB NO. 2020 ISSUED FOR BUILDING DATE 05/26/2021 �XffING FA51'/ L��' SlbF FL�VA1'ION SHEET 5CAX: 1/4 P-0" Commu(ning Development Department (C>Q Pla Division—Cupertino w CUPERTINO APPROVED Q Case # DIR-2021-014 Application Number(s) Approval Body: Director/ Staff Approval Date 08/17/21 z O Signature Affrey Tsumura cn Case Manager w O Z 40'-1" (E) 2ND FLOOR CANTILEVER aV U l� C Q 1.1 E 0 O 2 e� L S % J 2'-0" d o I I (E) 2ND FLOOR OUTLINE ABOVE Iva • (E) SLAB a TO BE RAISED o C�) v 0 (E) FIREPLACE KITCH% +� TO BE REMOVED PINING DOOM � U ' " 14 -4 I ® ® LL ® ® ©2020 ALI'S CONSTRUCTION&REMODELING INC. ALL RIGHTS RESERVED. 20'-0" DIVING p00M C�) a05�T 8'-I" UN12F1? 5TAIp5C�O5�T ------------- (E) FIREPLACE TO REMAIN I STAIC? W U II z 11 I I 1AMI11 100M (F) 13 -10 W (�) I I 0 Z 6'-2" POi?CH FOl�C? 0 MWET BAR t?OOM W _� 00 0 D O 00 13P, Xi - 2:: C) O LC> C)5'-II" 2'-0" � � Q WH W z U Z z o Q W O Z: o Z: z Q w \C) 15'-4" 28'_0„ fl� 0 00 W (F) O IL IL PF12P\OOM Q� Cn IL CV U M 6Ai2.A6F 20'_8" 21'-0" 25'-8" O U Z L 01 � Z O W O i 0 U o z o I w Q ~ c`(E) WOOD COLUMN7Z w w x U o U Z F-- C~ CD O_ > ^ D ZO W J \0 W U Cn U M 0, LU (n Z Q z J U N O Q J Cn Z U O W o U Q � J 28'_8" cn N -i Q LLJ a o ESIGN AZ CHECKED AZ SCALE AS NOTED FX15M615T FL00F, PLAN JOB NO. 2020 W&L 5CHFP1F �� I/III III ISSUED FOR BUILDING DATE 05/26/2021 L�6M 12�5CPTTI0N SHEET EXISTING 2X WOOD STUD WALL A200 Commu ity Development Department } m Pla ning Division — Cupertino w -CUPERTINO APPROVED Q Case# D I R-2021-014 Application Number(s) Approval Body: Director/Staff Approval Date 1 08/17/21 z O Signature J rey Tsumura W Case Manager w O Z 26'-10" CL aV U l� C O 2 t S O •� m J �J N C 3'-101, c r ti `Ira • 3 J m o M 81 (�> MA51Fp MA5TH i FPFOOM PATHFOOM 00 _ 10'-10" ©2020 ALI'S CONSTRUCTION&REMODELING INC. ALL RIGHTS RESERVED. O� (E) 1ST FLOOR OUTLINE BELOW (F) WAIK-IN C1,05Ff 10'-0" w U z COUNTERUj C/) O C!) C!) ~ � PMWOM w I — p D o PATHFOOM I\� %I 0 O o� I / I Q OL--V- 31'-6" Q z Q z LLJ _ U W aossr (F) C.05F 21'-6" Q w m0 co IL w � C IL V Cn IL CV U M �Fbp00M CL05rf U 01 Z 01 � Z U Q oo O Z U U O O O Z O W W X �j U o D_ Q Z Z CS 20'-�" w 0,d5 O_ Z Cn Z O_ 0 ^ U z W ~ J ' U Cn U m 01 (n Z LU Of Q O z J U F— N O Q J Cn Z U O W CC) U Q J V) . Q Cn J ULj Q O ~ ESIGN AZ CHECKED AZ SCALE AS NOTED N5IM6 2Nb FL00, PLAN JOB NO. 2020 W&L 5CHFP1F ��' I/III III ISSUED FOR BUILDING DATE 05/26/2021 L�6N2 12�5CPTTI0N SHEET EXISTING 2X WOOD STUD WALL A201 I ") Commu ity Development Department KFYNO1F' FOOD, PLAN N0t5 m Pla ning Division — Cupertino OUBLE GLAZED LOW—E WINDOW 1) TERMINATION OF ALL ENVIRONMENTAL AIR DUCTS SHALL tUPERTINO PRO EP w —FACTOR & S.H.G.C. PER T24 BE A MINIMUM OF 3FT FROM ANY OPENINGS IN THE BUILDING a Case# D 21- t+ERGY CALCULATIONS (I.E., DRYERS, BATH, AND UTILITY FANS, ETC. MUST BE 3FT Application Numb r(()TYPICAL FOR ALL NEW WINDOWS) AWAY FROM DOORS, WINDOWS, OPENING SKYLIGHTS OR ATTIC Approval Body: Director/StaFf VENTS). 40'-1" Approval Date 08/17/21 2) TUB/SHOWER COMBINATION SHALL BE PROVIDED WITH z Signature J re �4ura INDIVIDUAL CONTROL VALVES OF THE PRESSURE BALANCE FOR Case Manag r THE THERMOSTATIC MIXING VALVE TYPE PER CPC 418. 16 16 w 23'-6" 15'-7" 13� 3) TUB/SHOWER WALLS SHALL BE WATERPROOFED TO AT LEAST 72" ABOVE DRAIN. ° w ° ° O a a a a ° w 4) SHOWER HEADS SHALL HAVE A WATER FLOW RATE OF NOT 3'-0" ° (Np CONCREdE LANDING a (N)CONCRETE LANDING 7 6 a a 0 ° a ° � o MORE THAN 1.8 GALLONS PER MINUTE AT 80 PSI. `1N 8068 SLIDING DOOR N N moss SLIDING D00 a (N) WINDOW z (CGBC 4.303.1.3.1) All (N) EXTENSION MAXIMUM FLOW RATE OF RESIDENTIAL LAVATORY FAUCETS LIE] I I SHALL NOT EXCEED 1.2 GALLONS PER MINUTE AT 60 PSI. I I O PROVIDE WEATHER STRIPPING (CGBC 4.303.1.4.1) T MAXIMUM FLOW RATE OF KITCHEN FAUCETS SHALL NOT 6'-0" 20 y EXCEED 1.8 GALLONS PER MINUTE AT 60 PSI. 8(N) 4'-0" -0 `' Q (CGBC 4.303.1.4.4) 16 (n (N) KITCN�N 0 O5 (N) RANGE W/ MIN. 100 CFM HOOD TO 5) WATER CLOSETS SHALL HAVE A MAXIMUM OF 1.28 GALLONS LIVING C?OOM 4'-011 8 -1 m Q EXHAUST TO OUTSIDE OF THE BUILDING PER FLUSH. PER CPC 402.2.2 a ° 1 y II ° CL 6) WATER HEATER PRESSURE RELIEF VALVE SHALL DRAIN TO I I ° (N) CONCRETELANDING° Mn 3'-01, AN EXTERIOR WALL PER 2, CPC 608 � (NISLAND5 5 ® ® ° ° a m o o� (N) KITCHEN SINK W/ GARBAGE DISPOSALC N 6068 SLIDING DOOR a O 7) EMERGENCY EGRESS FROM SLEEPING ROOMS: 01 8 -0 ® ® o MINIMUM NET CLEAR OPENABLE DIMENSION OF 24 INCHES IN HEIGHT (R310.1.2). j j T MINIMUM NET CLEAR OPENABLE DIMENSION 20 INCHES IN 2ND FLOOR OUTLINE I I X (N) EXTENSION 44 36"-42" CLEAR REFRIGERATOR SPACE; WIDTH (R310.1.3). II d O7 PLUMB FOR WATER SUPPLY MINIMUM NET CLEAR OPENABLE DIMENSION OF 5.7 SF IN AREA. 27 -4 GRADE FLOOR OPENINGS SHALL HAVE A MINIMUM NET CLEAR 4 -7 ,. OPENING OF 5 SQ FT (R310.1.1). 12'-6° zozo A S CONSTRUCTION&REMODELINGINC. BOTTOM OF THE CLEAR OPENING SHALL NOT BE GREATER bINING p00M O��IC� THAN 44 INCHES MEASURE FROM THE FLOOR. (R310.1) 6'_0„ ALL RIGHTS RESERVE. O FIELD VERIFY (E) EGRESS WINDOWS FOR COMPLIANCE. 0 0 8) WEATHER—EXPOSED LANDINGS, DECKS AND BALCONIES THAT (N) BAR (N) T. ARE SEALED UNDERNEATH SHALL BE WATERPROOFED AND PA112Y X HAVE A MIN. 2% SLOPE FOR DRAINAGE PER CRC R311.3 (�) Z O9 9) DRYER MUST BE EQUIPPED WITH A BACKDRAFT DAMPER 5TAI1?5 CIL05FT WITH NO SCREEN. DUCT IS LIMITED TO 14 FEET IN LENGTH (E) SLIDING DOOR WITH TWO 90 DEGREE ELBOWS FORM CLOTHES DRYER TO TO 0 THE POINT OF TERMINATION PER CMC 504.3.1.2. k )(DUCT SHALL TERMINATE AT LEAST 36 FROM OPENINGS INTO BUILDING) STAY? / w II II z FAMILY p00M Q z O POPCH Yfp — O 0 � w � — 13 BOOMC�) D O 00 > U ® 0 0 LC) � [( 1112 Q U 0\ Q � a Q (E) STEP Z U WH z Z 0 13 17 Q 0 W O Q w z 1� 18 Q W \C) 28'-0" O 00 O W O P�bp00M (n IL N U EXTERIOR DOOR LANDING FOR REQUIRED EGRESS (�) DOORS SHALL BE 7.75" (MAX.) FOR IN—SWING & GAP\�AGF 15 1-1/2" (MAX.) FOR OUT—SWING DOORS FROM THE TOP OF THE THRESHOLD TO THE LANDING. 20'-8" (CRC R311.3.1) t 25'-8" DOORS OTHER THAN THE REQUIRED EGRESS o z J-) DOOR SHALL BE PROVIDED WITH LANDINGS OR 01 O 0, 16 FLOORS NOT MORE THAN 7.75" INCHES BELOW z � o � o THE TOP OF THE THRESHOLD. (CRC R311.3.2) o OF co 6 z �, (�) aoS�T � J U O O � Q O (E) WOOD COLUMN � w Q iJ U 17 (E) FURNACE TO REMAIN GLAZING IN NAZAf? _n0U5 �OCA1'IONS � U z � � z 0 0 ^ D zo w ~ J \0 � U U A) FIXED AND OPERABLE PANELS OF SWINGING, SLIDING, AND _ a I z J U BI—FOLD DOOR ASSEMBLIES (R308.4.1) z Ji a � J 18 (E) WATER HEATER TO REMAIN co wo Q B) GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE J N w IS WITHIN A 24—INCH ARC OF THE DOOR IN A CLOSED Q o POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 OPROVIDE TEMPERED GLASS INCHES ABOVE FLOOR OR WALKING SURFACE. (R308.4.2) T C) GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL THAT MEETS ALL OF THE FOLLOWING CONDITIONS (R308.4.3): ESIGN AZ O EGRESS WINDOW 1) EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN CHECKED AZ 9 SQUARE FEET. � }� I I � I SCALE AS NOTED 2) BOTTOM EDGE LESS THAN 18 INCHES ABOVE FLOOR. Pr\OPOSFV ISf F OOF PLAN JOB NO. 2020 12�5Cl?IPTION 3) TOP EDGE GREATER THAN 36 INCHES ABOVE FLOOR. 5ckF: 1/4 1'-0" ISSUED FOR BUILDING DATE 05/26/2021 EXISTING WALL TO REMAIN 4) ONE OR MORE WALKING SURFACES WITHIN 36 INCHES SHEET (2X4 WOOD STUDS) HORIZONTALLY OF THE GLAZING. 5) GLAZING IN RAILINGS. (R308.4.4) NEW WALL TO BE CONSTRUCTED D) GLAZING IN ENCLOSURES FOR OR WALLS FACING HOT TUBS, (2X4 WOOD STUDS) WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND A300 EXTERIOR: PER DETAIL EWD/A9.0 SHOWERS WHERE THE BOTTOM EDGE OF THE GLAZING IS INTERIOR: 1/2" GYP. BOARD EACH SIDE LESS THAN 60 INCHES MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. (R308.4.5) Commu ity Development Department (C>Q Pla Wing Division—Cupertino CUPERTINO APPROVED LU Case # DIR-2021-014 Application Number(s) 0 0 Approval Body: Director/Staff Approva I Date 08/17/21 z o_ Signature J re Tsumura 20'-7" I'-6" "' Case Manager LU 9'-10" O 19'-6" z CL V U N E o r 10'-10" o ti B 18'-2" 24'-8" G a `� v c = U ii ©2020 ALI'S CONSTRUCTION&REMODELING INC. ALL RIGHTS RESERVED. H 46'-2" C 6'-2" D o00 000 Pno M 47'-4" w z WH LU 0 Z O � L1J � � - � p D (D 15'-8" p 0 LC) � Q C> Q 3:z z Q LU _ U Z E Q 0 LU O Z: W Z: Z O Q o \C) Ll co � F LU O m 0 N 6'-5" 0 U (V Z L 01 O Q CO O 11'-7" 28'-8" z U p, U o W O O U O Z O O 0 W W X ) U o d5 Z O 0 U O 5FC110N PIMFN51ON AFEA D 0 15T FOR 2Nn FL00P Of Q � N � w 5CA.�; 1/411- I'-0" A 40'-1" X 9'-10" 392 SF z U SCALD; /�h"- I' 0" z Q J O LU (D cn U p - J B 19'-6" X 18'-2" 355 SF Cn U; Q Q CD C 13'-7" X 6'-2" 84 SF D 47'-4" X 28'-8" 1,357 SF E 15-8" X 11'-7" 182 SF ESIGN AZ CHECKED AZ SCALE AS NOTED F 6'-5" X 2'-4" 15 SF JOB NO. 2020 ISSUED FOR BUILDING G 24'-8" X 6'-3" 154 SF DATE 05/26/2021 H 46'-2" X 20'-7" 950 SF SHEET I 10'-10" X 1'-6" 16 SF FOR ff\�A C&CULKION PIAGPAM 5CALF; 1/4 P-0" A301 TOTAL 3,505 SF Commu ity Development Department } m Pla ning Division — Cupertino w -CUPERTINO APPROVED Q Case# D I R-2021-014 Application Number(s) Approval Body: Director/Staff Approval Date 1 08/17/21 z O Signature J rey Tsumura W Case Manager W (N) COMPOSITION ROOF SHINGLES TO MATCH (E), z TYPICAL (N) ° Q 1.1 E 0 O 2 •� m J �J N C 1 `Ira • (E) SLOPE: 5.5/12, FIELD VERIFY Lia TYPICAL o v o (N) SLOPE: 5.5/12 OR MATCH (E) U_N RIDGE TYPICAL ©2020 ALI'S CONSTRUCTION&REMODELING INC. ALL RIGHTS RESERVED. (N) (N) ROOF CRICKET PER 4 A5 5P�A5H �LOCK PFTAIL NO 5CA F w U z w o z HOUSE DOWNSPOUTS O + SEE ARCHITECTURAL PLANS w W D J p O i1 w � Q SPLASH BLOCK, 24" LONG Q Q Q 0 (E) z w z U 5% MIN. < (E) >(E) 7 Q ^ NATIVE GRADE OR Q 0 CERTIFIED COMPACTED SUBGRADE I__I_ O co 2X4 RED WOOD HEADER (E) M I w O \1 CL (\j (E) U CV U NOTE: INSTALL SPLASH BLOCKS AT ALL DOWNSPOUTS TO ENSURE ROOF WATER IS DIRECTED AWAY FROM THE FOUNDATION. ANY EXISTING DOWNSPOUTS THAT CONNECT DIRECTLY TO THE STORM DRAIN SYSTEM SHALL BE DISCONNECTED AND 01 DIRECTED TOWARDS LANDSCAPED AREAS. U L0 Z - 0 O Q CO O Z U O, U O 2 FIN15H GMT 12FfA1� @ FMFIR M NO 5CAIF o o 0 � � w w W X �j U o d5 Z LL O_ U O Z 1- 0 Z O_ > ^ 0 W ~ J � U Cn U m 0, F-- Ln Z Q Z J U u 0Z O � N J U 00 g O w (D " MIN. Q I 5%0 Q ---I8 a!� J L7 J LU o D 18" MIN. Q O \/\/ � o \\ \\ ESIGN AZ CHECKED AZ NOTES: SCALE AS NOTED 1) FINISH GRADE WITHIN 10' OF THE HOUSE SHALL HAVE PP0P05Fb P00F PLAN JOB NO. 2020 A MIN. 5% SLOPE AWAY FROM FOUNDATION FOR PERVIOUS SURFACE AND MIN. 2% SLOPE FOR IMPERVIOUS 5CA F: 1/4 1'-0 ISSUED FOR BUILDING SURFACE (CBC 1804.3). DATE 05/26/2021 2) ON GRADED SITES, THE TOP OF ANY EXTERIOR FOUNDATION SHALL EXTEND ABOVE THE ELEVATION OF SHEET THE STREET GUTTER AT A POINT OF DISCHARGE (OR THE INLET OF AN APPROVED DRAINAGE DEVICE), A MIN. OF 12 INCHES PLUS 2%. 3) EXISTING DRAINAGE SHALL REMAIN THROUGHOUT CONSTRUCTION 4) NO CONCENTRATED FLOW IS PERMITTED ACROSS THE A400 RIGHT—OF—WAY AND NO DRAINAGE IS PERMITTED TO FLOW TO NEIGHBORING PROPERTIES. DIRECT ON—SITE DRAINAGE THROUGH LANDSCAPED SWALES TO ALLOW DRAINAGE TOWARDS THE PUBLIC STREET. Commu ity Development Department } m Pla ning Division — Cupertino w CUPERTINO APPROVED I I I I ROOFING OVER Q Case# DIR-2021-014 FLASHING Application Number(s) Approval Body: Director/Staff Approval Date 08/17/21 NAIL W/ NEOPRENE Oz Signature i rey Tsumura WAHSER, TYP. `" Case Manager W W APPROVED CORROSION—RESISTANT METAL FLASHING ROOFING o z CLEAT @ 12" 0.C. CANT STRIP CL y SOLDERED TO FLASHING ~�-. g BAFFLE M o SOLDERED TO FLASHING Y � m •� o APPROVED METAL FLASHING SQUARES +; o WOVEN INTO ADJACENT SHINGLES o c = U c ii FIPCE FLA5HIN6 12ML ( NO 5CAI,�) 2 VA�L�Y FLA5HIN6 12FTAIL ( NO 5CA,, ) HIP F�A5HIN6 [9ML ( NO 5C& ) 02020 ALI'S CONSTRUCTION&REMODELING INC. ALL RIGHTS RESERVED. 3. INSTALL 6" WIDE SELF—ADHERING FLASHING AT TOP (N) CRICKET, 1/4" MIN. SLOPE PER FOOT, CRICKET TO HAVE TORCH DOWN ROLL ROOFING 2-16d OVER 1/2" PLYWOOD & 2X6 FRAMING MEMBERS COMMON EDGE NAILING NAILS BUILDING PAPER 3 2X6 FLAT WALL SHEATHING 2. INSTALL 6" WIDE 2, INSTALL 6" WIDE SLOPED SLEEPER COUNTER—FLASHING SELF—ADHERING SELF—ADHERING w FLASHING AT SIDES FLASHING AT SIDES U z NO. 26GA FLASHING w 0 z ROOFING / IE I w — �3 - D 0 3, O p O C> 1. INSTALL 6" WIDE Q Q Q STUD WALL SELF—ADHERING LU Z ( ) FLASING AT BOTTOM z Z 0 .. #30 FELT UNDERLAYMENT 0W � O WALL SHEATHING W FRAMING PER PLAN ROOF SHEATHING Q O � coWALL AS OCCURS m � W ROOF FRAMING 0 NOTE: FLASHING SHALL BE Cn 0— CV U INSTALLED PER MANUFACTURER'S SPECS. 4 CLICK f 12ML ( NO 5CA,, ) 5 HMMAI�L F�A5HIN6 PFfAL ( NO 5CA F) 6 WIN12OW FLA5HIN6 PFTAL ( NO 5CA,, ) 0 U — Z L O1 .0 U Q oo O Z SILICONE U O PRIMARY SEEAL INSULATED GLASS PANE W O o0 0 U � O 15GA, 1.5MM (o.os") INTERCEPTED 0LI w Q o 2�I ROLL—FORMED ALUMINUM STANDING SEAM L x @) U o d5 Z _ UNDERLAYMENT SASH WITH NEUTRAL GREY KYNAR 500 FINISH LL O 0 VELUX ECL SHEATHING Z SADDLE Z � � FLASHING O >> n � Z O W (U Z BASIS OF DESIGN: #S X 1�a" STAINLESS U m 0, �METAL CAP _ VELUX FCM/VCE CURB STEEL WOOD SCREW W Q n W J Z O ( MOUNTED FIXED SKYLIGHT I— N O Q J Z Q �i Lj VENT PIPE U oCO J 0 Q 0 J 1� D THERMAL BREAK GASKET / Q — � GUTTER ANDWITH ACONDENSATETION / O FJ' 9/16" WEEP HOLES AT CORNERS UNDERLAYMENT METAL FLASHING \\\\---INSULATION PLACED SLEEVE CAREFULLY AROUND WINDOW VELUX ECL VELUX ECL OPTIONAL " SILL FLASHING FLASHING ACCESSORY TRAY CLEATS (2 MIN.) ESIGN AZ UNDERLAYMENT VELUX ECL HEAD FLASHING LOOSE LOCK CHECKED AZ O PLACED BETWEEN UNDERLAYMENT SHINGLE SCALE AS NOTED DRYWALL SHINGLES HEADERS OR BLOCKING JOB N0. 2020 AS REQUIRED PER CODE ISSUED FOR BUILDING SOLDERED, TYP. DATE 05/26/2021 SHEET VAPOR BARRIER DECKING FINISH MATERIAL 1J�" WIDTH CURB 3J¢" HEIGHT MIN. /----J,/ A500 7 FIXFn/ rl�FCTFIC VMING CUP0 MOUM12 ( I%CM/ VCF) 5MI61df 12FTAIL ( NO 5CA, ) 8 %YU61df FLA5HIN6 PFfAIL ( NO 5CA F) 9 FOOF V�Nf FLA5HIN6 12MIL ( NO 5CA F) I ") Commu ity Development Department UCI CA' N05 } m Pla ning Division — Cupertino -CUPERTINQ S g� ECTORS SHALL BE INSTALLED IN EACH SLEEPING ROOM AND AT AUi I I TRALLY LOCATED IN CORRIDORS GIVING ACCESS TO SUCH ROOMS AS Q 0 Case# DI Er - R 14.3 OF THE 2019 CBC, AND IN ACCORDANCE WITH Appl"p,Wj"ANU( �FACTURER'S INSTRUCTION. Approval Body: Direrft Fo FETECTORS TO BE HARD WIRED AND SHALL RECEIVE THEIR PRIMARY Approval Date I 08 ING WIRING WHEN SUCH WIRING IS SERVED FROM A z r(�n^WgRCIAL SOURCE AND SHALL BE EQUIPPED WITH A BATTERY BACK—UP Signature ,J�ffre F'S'tifl"iL'�'I"�Y -MIT A SIGNAL WHEN THE BATTERIES ARE LOW, LU PER MSEC. 314.6 OF THE 2019 CBC. AT LEAST ONE 20 AMP BRANCH CIRCUIT SHALL BE PROVIDED TO SUPPLY BATHROOM RECEPTACLE OUTLETS. SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS. CEC 210.11(C)(3) (N) CONCRETE LANDING - (N) CONCRETE LANDING o GFCI z A) ALL 120—VOLT, SINGLE—PHASE, 15— AND 20—AMPERE BRANCH CIRCUITS FCI C o I I FCI SUPPLYING OUTLETS OR DEVICES INSTALLED IN DWELLING UNIT KITCHENS, DM - GC « FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, - I GFCI BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, LAUNDRY �I AREAS, OR SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY A LISTED ARE—FAULT CIRCUIT INTERRUPTER. (CEC 210.12) 0 0 GFCI N B) ALL RECEPTACLES IN BATHROOMS, GARAGES, ACCESSORY BUILDINGS, OUTDOORS, CRAWL SPACES, UNFINISHED BASEMENTS, KITCHENS (WHERE , _ _ , - E RECEPTACLES SERVE COUNTER TOP SURFACES), LAUNDRY AREA, SINKS CN) I CI I m (WITHIN 6 FEET OF THE EDGE OF THE SINKS, BATHTUBS, OR SHOWERS), DIVING DOOM III I ' d SHALL HAVE GROUND—FAULT CIRCUIT INTERRUPTER (GFCI) PROTECTION. I I GFCI GFCI� A (CEC 210.8) (N) CONCRETE LANDING Y S � S � 5� C) IN ALL AREAS SPECIFIED IN 210.52, ALL 125—VOLT, 15— AND 20—AMPERE S ISLAND � ® ® �I u RECEPTACLES SHALL BE LISTED TAMPER—RESISTANT RECEPTACLES. ` / E D a (CEC 406.12) Q ALL INSTALLED LUMINAIRES SHALL BE HIGH—EFFICACY IN ACCORDANCE WITH GFCI / TABLE 150.0—A: (CENC 150(K)(1)(A)) CII I - - - _ e A) RECESSED DOWNLIGHT LUMINAIRES IN CEILINGS SHALL BE LISTED FOR ZERO 3 - - - - , c CLEARANCE, SHALL BE CERTIFIED AS AIRTIGHT (INCLUDING EXHAUST FAN HOUSINGS), SHALL BE SEALED WITH A GASKET OR CAULK BETWEEN THE I (N) LL LUMINAIRE HOUSING AND CEILING, SHALL NOT CONTAIN SCREW BASE SOCKETS, , AND ALL LIGHT SOURCES SHALL BE MARKED WITH "JA8-2016—E" AS SPECIFIED 12ININ6 p00M '� OrrIC� 0zozoALI'SAOOSTRUCRIGHTS CONSTRUCTION INC IN REFERENCE JOINT APPENDIX JA8. B) ALL FORWARD PHASE CUT DIMMERS USED WITH LED LIGHT SOURCES SHALL COMPLY WITH NEMA SSL 7A. (N) BAR C) EXHAUST FANS SHALL BE SWITCHED SEPARATELY FROM LIGHTING SYSTEM. lu pAN11?Y D) LUMINAIRES SHALL BE SWITCHED WITH READILY ACCESSIBLE CONTROLS THAT PERMIT THE LUMINAIRES TO BE MANUALLY SWITCHED ON AND OFF. E) IN BATHROOMS GARAGES, LAUNDRY ROOMS, AND UTILITY ROOMS, AT LEAST UNb�p 51AIp5 CK05�1 ONE LUMINAIRE IN EACH OF THESE SPACES SHALL BE CONTROLLED BY A VACANCY SENSOR. 0 F) DIMMERS OR VACANCY SENSORS SHALL CONTROL ALL LUMINAIRES SD cD (EXCEPTIONS: LUMINAIRES IN CLOSETS LESS THAN 70 SQ. FT. AND IN HALLWAYS). I 51A1t? ��, G) UNDER CABINET LIGHTING SHALL BE SWITCHED SEPARATELY FROM OTHER I I W LIGHTING SYSTEMS. H) RESIDENTIAL OUTDOOR LIGHTING SHALL BE CONTROLLED BY A MANUAL ON I I z AND OFF SWITCH WITH PHOTOCELL AND MOTION SENSOR. I I FAMILY DOOM w ALL LIGHTING IN BATHROOMS, LAUNDRY ROOMS, GARAGE AND UTILITY ROOMS (�) / (F) Z I I TO BE HIGH EFFICACY. POACH - roff 0 PER SEC. 210.52 RECEPTACLES INSTALLED IN THE KITCHEN TO SERVE (�) w COUNTERTOP SURFACES SHALL BE SUPPLIED BY NOT LESS THAN TWO 13A1Hp00M Q D (D SEPARATE SMALL APPLIANCE BRANCH CIRCUIT. oo C) 0 PER CRC SEC. R315.1, ALL NEW CARBON/MONOXIDE ALARMS ARE 110 V WITH BATTERY BACKUP, AND ARE AUDIBLE IN ALL SLEEPING AREAS. Q Q Q CARBON MONOXIDE ALARMS SHALL BE LISTED AS COMPLYING WITH UL 2034 (E) ELECTRIC METER W Z U AND BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH NFPA 720 AND THE WH Z MANUFACTURER'S INSTRUCTIONS. (R315) `�`� z .. Q W � IN DWELLINGS WHERE THERE ARE TWO OR MORE SMOKE ALARMS OR CARBON Q z Z MONOXIDE ALARMS ARE REQUIRED, THEY SHALL BE INTERCONNECTED IN SUCH LU A MANNER THAT ACTIVATION OF ONE SHALL CAUSE ACTIVATION OF ALL Q O DETECTORS IN THE DWELLING UNIT. (CBC 907.2.11, CRC R314, CRC R315) 0 Oo LJJ SMOKE ALARMS SHALL BE INSTALLED IN ALL OF THE FOLLOWING AREAS (�) 0 (EXISTING AND PROPOSED): (R314.3) P pr\OOM (�) U) 0— N U A) IN EACH SLEEPING ROOM. B) OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF GAP\AGF THE BEDROOMS. C) ON EACH ADDITIONAL STORY WITHIN A DWELLING UNIT, INCLUDING BASEMENTS AND HABITABLE ATTICS AND NOT INCLUDING CRAWL SPACES AND UNINHABITABLE ATTICS. O 0 D) SMOKE ALARMS SHALL BE INSTALLED NOT LESS THAN 3 FEET HORIZONTALLY FROM THE DOOR OR OPENING OF A BATHROOM THAT CONTAINS ❑ z a` A BATHTUB OR SHOWER UNLESS THIS WOULD PREVENT PLACEMENT OF A C�) C1,05FT z U � o 0 SMOKE ALARM REQUIRED BY R314.3. O W O U O z O O CARBON MONOXIDE ALARMS SHALL BE INSTALLED IN THE FOLLOWING AREA: z a W (R315.2) Of IL a z � a) OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY O Co v o OF THE BEDROOMS. o o U z z TAMPER RESISTANT ARC FAULT REQUIRED FOR ALL 120 VOLT, 15 AND 20 AMP 1 1, � o0 BRANCH CIRCUITS SUPPLYING OUTLETS (LIGHTING AND RECEPTACLES), TYPICAL ma o N J LU z U N O Q J cn z U O W o U p � J Cn Q CEILING RECESSED SWITCH J cn LU LED LIGHT ADM SWITCH W/ DIMMER a CD ~ EXHAUST FAN W/ HUMIDISTAT CEILING MOUNTED OO CONTROL AND MIN. 50 CFM LED LIGHT 110V RECEPTACLE FCI 110V RECEPTACLE: GFCI 1 PAI I50.0-A ESIGN Az O CEILING PENDANT � CLA551FICA110N 0F NIGNff FICACYLIGN1"SOUpCF;S ��C�IC� ��I V-15�' ��00� ��AN CHECKED AZ LED LIGHT 110V RECEPTACLE. GFCI GFCI NIGH��ICACY�IGN1"SOUpC�S SCALE AS NOTED DC W/ 20AMP DEDICATED CIRCUIT 5CM: 1/4"- 1'-0" 110V RECEPTACLE: GFCI WEATHER LUMINAIRES INSTALLED WITH ONLY THE LIGHTING TECHNOLOGIES IN THIS TABLE SHALL BE CLASSIFIED AS HIGH EFFICACY JOB NO. 2020 CEILING MOUNTED WIP PROOF W BUBBLE COVER LIGHT SOURCES IN THIS COLUMN OTHER THAN THOSE INSTALLED LIGHT SOURCES IN THIS COLUMN SHALL BE CERTIFIED TO THE ISSUED FOR BUILDING MO MOTION SENSOR IN CEILING RECESSED DOWNLIGHT LUMINAIRES ARE CLASSIFIED AS COMMISSION AS HIGH EFFICACY LIGHT SOURCES IN ACCORDANCE 220V RECEPTACLE HIGH EFFICACY AND ARE NOT REQUIRED TO COMPLY WITH WITH REFERENCE JOINT APPENDIX JA8 AND BE MARKED AS MEETING DATE 05/26/2021 REFERENCE JOINT APPENDIX JAB JA8. SHEET WALL MOUNTED EXTERIOR LED SMOKE DETECTOR, SCONCE W/ PHOTOCELL SD 120V HARD—WIRED, 1. PIN-BASED LINEAR OR COMPACT FLUORESCENT LIGHT SOURCES B. ALL LIGHT SOURCES IN CEILING RECESSED DOWNLIGHT LUMINAIRES. USING ELECTRONIC BALLASTS. NOTE THAT CEILING RECESSED DOWNLIGHT LUMINAIRES SHALL NOT SENSOR W/ 10—YEAR BATTERY BACK—UP 2. PULSE-START METAL HALIDE. HAVE SCREW BASES REGARDLESS OF LAMP TYPE AS DESCRIBED IN 3. HIGH PRESSURE SODIUM. SECTION 150.0(K)1C 4. GU-24 SOCKETS CONTAINING LIGHT SOURCES OTHER THAN LEDS*. 9. GU-24 SOCKETS CONTAINING LED LIGHT SOURCES. 5.LED VANITY LIGHT CARBON MONOXIDE NDUCTIONIRAMPITH HARDWIRED HIGH FREQUENCY GENERATOR AND 10. ANY CERTIFIEDLIGHT SOURCE TO THE COMMISSION ONTASRWISE LISTED IN THIS COMPLYING WITH JOINT AND CD DETECTOR, HARD WIRED 6. INSEPARABLE SSL LUMINAIRES THAT ARE INSTALLED OUTDOORS. APPENDIX 8. 7. INSEPARABLE SSL LUMINAIRES CONTAINING COLORED LIGHT A600 $MO SWITCH W/ VACANCY SENSOR W/ BATTERY BACK—UP SOURCES THAT ARE INSTALLED TO PROVIDE DECORATIVE LIGHTING. *NOTES. A. GU-24 SOCKETS CONTAINING LIGHT SOURCES SUCH AS COMPACT FLUORESCENT LAMPS AND INDUCTION LAMPS. 1'X4' CEILING MOUNTED LED LIGHT B. CALIFORNIA TITLE 20 SECTION 1605(K)3 DOES NOT ALLOW INCANDESCENT SOURCES TO HAVE A GU-24 BASE. I ") Commu ity Development Department UCI CA' NOS } m Pla ning Division — Cupertino -CUPERTINQ S g� ECTORS SHALL BE INSTALLED IN EACH SLEEPING ROOM AND AT ALi I I TRALLY LOCATED IN CORRIDORS GIVING ACCESS TO SUCH ROOMS AS Q 0 Case# DI Er - R 14.3 OF THE 2019 CBC, AND IN ACCORDANCE WITH Appl"p,Wj"ANU( �FACTURER'S INSTRUCTION. Approval Body: Direrft Fo FETECTORS TO BE HARD WIRED AND SHALL RECEIVE THEIR PRIMARY Approval Date I 08 ING WIRING WHEN SUCH WIRING IS SERVED FROM A z r(�n^WgRCIAL SOURCE AND SHALL BE EQUIPPED WITH A BATTERY BACK—UP Signature ,J�ffre F'S'tifl"iL'�'I"�Y EMIT A SIGNAL WHEN THE BATTERIES ARE LOW, LU PER MSEC. 314.6 OF THE 2019 CBC. AT LEAST ONE 20 AMP BRANCH CIRCUIT SHALL BE PROVIDED TO SUPPLY BATHROOM RECEPTACLE OUTLETS. SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS. CEC 210.11(C)(3) o z A) ALL 120—VOLT, SINGLE—PHASE, 15— AND 20—AMPERE BRANCH CIRCUITS 0 SUPPLYING OUTLETS OR DEVICES INSTALLED IN DWELLING UNIT KITCHENS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, LAUNDRY AREAS, OR SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY A LISTED ARE—FAULT CIRCUIT INTERRUPTER. (CEC 210.12) 20 B) ALL RECEPTACLES IN BATHROOMS, GARAGES, ACCESSORY BUILDINGS, y OUTDOORS, CRAWL SPACES, UNFINISHED BASEMENTS, KITCHENS (WHERE �. ` RECEPTACLES SERVE COUNTER TOP SURFACES), LAUNDRY AREA, SINKS (WITHIN 6 FEET OF THE EDGE OF THE SINKS, BATHTUBS, OR SHOWERS), MA51'F1P,13MOOM PATHC?OOM ,, m SHALL HAVE GROUND—FAULT CIRCUIT INTERRUPTER (GFCI) PROTECTION. o Y (CEC 210.8) Ira o� C) IN ALL AREAS SPECIFIED IN 210.52, ALL 125—VOLT, 15— AND 20—AMPERE RECEPTACLES SHALL BE LISTED TAMPER—RESISTANT RECEPTACLES. (CEC 406.12) `�' v ALL INSTALLED LUMINAIRES SHALL BE HIGH—EFFICACY IN ACCORDANCE WITH SD o� £ TABLE 150.0—A: (CENC 150(K)(1)(A)) _ A) RECESSED DOWNLIGHT LUMINAIRES IN CEILINGS SHALL BE LISTED FOR ZERO CLEARANCE, SHALL BE CERTIFIED AS AIRTIGHT (INCLUDING EXHAUST FAN1 F'Il:=4 HOUSINGS), SHALL BE SEALED WITH A GASKET OR CAULK BETWEEN THE LL LUMINAIRE HOUSING AND CEILING, SHALL NOT CONTAIN SCREW BASE SOCKETS, AND ALL LIGHT SOURCES SHALL BE MARKED WITH "JA8-2016—E" AS SPECIFIED Z°Z°A ''SA°LR�HTS'RESERVEo0DEL1NG1NC IN REFERENCE JOINT APPENDIX JA8. (�) WAI K IN C�OS�T B) ALL FORWARD PHASE CUT DIMMERS USED WITH LED LIGHT SOURCES SHALL SD COMPLY WITH NEMA SSL 7A. C) EXHAUST FANS SHALL BE SWITCHED SEPARATELY FROM LIGHTING SYSTEM. D) LUMINAIRES SHALL BE SWITCHED WITH READILY ACCESSIBLE CONTROLS THAT cD PERMIT THE LUMINAIRES TO BE MANUALLY SWITCHED ON AND OFF. E) IN BATHROOMS GARAGES, LAUNDRY ROOMS, AND UTILITY ROOMS, AT LEAST ONE LUMINAIRE IN EACH OF THESE SPACES SHALL BE CONTROLLED BY A COUNTER VACANCY SENSOR. SD F) DIMMERS OR VACANCY SENSORS SHALL CONTROL ALL LUMINAIRES (EXCEPTIONS: LUMINAIRES IN CLOSETS LESS THAN 70 SQ. FT. AND IN HALLWAYS). c' c' M G) UNDER CABINET LIGHTING SHALL BE SWITCHED SEPARATELY FROM OTHER • • PM100M W LIGHTING SYSTEMS. Mj U H) RESIDENTIAL OUTDOOR LIGHTING SHALL BE CONTROLLED BY A MANUAL ON J PATWOOM I\ /I Z AND OFF SWITCH WITH PHOTOCELL AND MOTION SENSOR. I I \ / I w ALL LIGHTING IN BATHROOMS, LAUNDRY ROOMS, GARAGE AND UTILITY ROOMS O LYJ 0 Z TO BE HIGH EFFICACY. O PER SEC. 210.52 RECEPTACLES INSTALLED IN THE KITCHEN TO SERVE w ~ COUNTERTOP SURFACES SHALL BE SUPPLIED BY NOT LESS THAN TWO M CI,05�f D Q SEPARATE SMALL APPLIANCE BRANCH CIRCUIT. SD C) O Lf) PER CRC SEC. R315.1, ALL NEW CARBON/MONOXIDE ALARMS ARE 110 V WITH Q U BATTERY BACKUP, AND ARE AUDIBLE IN ALL SLEEPING AREAS. Q 3: Q Q CARBON MONOXIDE ALARMS SHALL BE LISTED AS COMPLYING WITH UL 2034 >- W z U AND BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH NFPA 720 AND THE Z MANUFACTURER'S INSTRUCTIONS. (R315) z .. Q W � IN DWELLINGS WHERE THERE ARE TWO OR MORE SMOKE ALARMS OR CARBON z: 0 z: Z MONOXIDE ALARMS ARE REQUIRED, THEY SHALL BE INTERCONNECTED IN SUCH M A MANNER THAT ACTIVATION OF ONE SHALL CAUSE ACTIVATION OF ALL M �fPplOOM Q 0 c DETECTORS IN THE DWELLING UNIT. (CBC 907.2.11, CRC R314, CRC R315) �05�� 0— co LU m SMOKE ALARMS SHALL BE INSTALLED IN ALL OF THE FOLLOWING AREAS EXISTING AND PROPOSED R314.3 CV ( ) ( ) Cn � N U A) IN EACH SLEEPING ROOM. B) OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS. C) ON EACH ADDITIONAL STORY WITHIN A DWELLING UNIT, INCLUDING BASEMENTS AND HABITABLE ATTICS AND NOT INCLUDING CRAWL SPACES AND UNINHABITABLE ATTICS. O` D) SMOKE ALARMS SHALL BE INSTALLED NOT LESS THAN 3 FEET U N HORIZONTALLY FROM THE DOOR OR OPENING OF A BATHROOM THAT CONTAINS a ' o A BATHTUB OR SHOWER UNLESS THIS WOULD PREVENT PLACEMENT OF A z U Q, U SMOKE ALARM REQUIRED BY R314.3. W O T O U O Z O O CARBON MONOXIDE ALARMS SHALL BE INSTALLED IN THE FOLLOWING AREA: z a LU LU IL a = a (R315.2) z a) OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY °o v o OF THE BEDROOMS. o o U z z TAMPER RESISTANT ARC FAULT REQUIRED FOR ALL 120 VOLT, 15 AND 20 AMP 1 1, � o0 BRANCH CIRCUITS SUPPLYING OUTLETS (LIGHTING AND RECEPTACLES), TYPICAL ma o N J w U ��G�Nn z N O Q J cn Z O W o U p � J Cn Q CEILING RECESSED SWITCH J N LU LED LIGHT ADM SWITCH W/ DIMMER a CD ~ EXHAUST FAN W/ HUMIDISTAT CEILING MOUNTED OO CONTROL AND MIN. 50 CFM LED LIGHT 110V RECEPTACLE Fcl 110V RECEPTACLE: GFCI 1 PAI I50.0-A ESIGN Az O CEILING PENDANT C�A551�ICA110N O� NIGN��ICACY�IGN1 SOUpCF S ��CICAL ��AN�2Nn ��0�� PLAN- CHECKED Az LED LIGHT 110V RECEPTACLE. GFCI GFCI NIGH��ICACY�IGN1"SOUpC�SSCALE AS NOTED DC W/ 20AMP DEDICATED CIRCUIT 5CM: 1/4 1'-0" 110V RECEPTACLE: GFCI WEATHER LUMINAIRES INSTALLED WITH ONLY THE LIGHTING TECHNOLOGIES IN THIS TABLE SHALL BE CLASSIFIED AS HIGH EFFICACY JOB NO. 2020 CEILING MOUNTED WIP PROOF W BUBBLE COVER LIGHT SOURCES IN THIS COLUMN OTHER THAN THOSE INSTALLED LIGHT SOURCES IN THIS COLUMN SHALL BE CERTIFIED TO THE ISSUED FOR BUILDING MO MOTION SENSOR IN CEILING RECESSED DOWNLIGHT LUMINAIRES ARE CLASSIFIED AS COMMISSION AS HIGH EFFICACY LIGHT SOURCES IN ACCORDANCE 220V RECEPTACLE HIGH EFFICACY AND ARE NOT REQUIRED TO COMPLY WITH WITH REFERENCE JOINT APPENDIX JA8 AND BE MARKED AS MEETING DATE 05/26/2021 REFERENCE JOINT APPENDIX JA8 JA8. SHEET WALL MOUNTED EXTERIOR LED SMOKE DETECTOR, SCONCE W/ PHOTOCELL SD 120V HARD—WIRED, 1. PIN—BASED LINEAR OR COMPACT FLUORESCENT LIGHT SOURCES 8. ALL LIGHT SOURCES IN CEILING RECESSED DOWNLIGHT LUMINAIRES. USING ELECTRONIC BALLASTS. NOTE THAT CEILING RECESSED DOWNLIGHT LUMINAIRES SHALL NOT SENSOR W/ 10—YEAR BATTERY BACK—UP 2• PULSE—START METAL HALIDE. HAVE SCREW BASES REGARDLESS OF LAMP TYPE AS DESCRIBED IN 3. HIGH PRESSURE SODIUM. SECTION 150.0(K)1C 4. GU-24 SOCKETS CONTAINING LIGHT SOURCES OTHER THAN LEDS*. 9. GU-24 SOCKETS CONTAINING LED LIGHT SOURCES. 5.LED VANITY LIGHT CARBON MONOXIDE NDUCTIONIRAMPITH HARDWIRED HIGH FREQUENCY GENERATOR AND 10. ANY CERTIFIEDLIGHT SOURCE TO THE COMMISSION ONTASRWISE LISTED IN THIS COMPLYING WITH JOINT AND CD DETECTOR, HARD WIRED 6. INSEPARABLE SSL LUMINAIRES THAT ARE INSTALLED OUTDOORS. APPENDIX 8. 7. INSEPARABLE SSL LUMINAIRES CONTAINING COLORED LIGHT A601 $MO SWITCH W/ VACANCY SENSOR W/ BATTERY BACK—UP SOURCES THAT ARE INSTALLED TO PROVIDE DECORATIVE LIGHTING. *NOTES. A. GU-24 SOCKETS CONTAINING LIGHT SOURCES SUCH AS COMPACT FLUORESCENT LAMPS AND INDUCTION LAMPS. 1'X4' CEILING MOUNTED LED LIGHT B. CALIFORNIA TITLE 20 SECTION 1605(K)3 DOES NOT ALLOW INCANDESCENT SOURCES TO HAVE A GU-24 BASE. I ") Commurityevelopment Depart � VA�ION N05 } me m Pla ning Division — Cupertino w -CUPERTINO APPF OME0GRADE WITHIN 10' OF THE HOUSE SHALL HAVE Q Case# DIF�kAN (INX SLOPE AWAY FROM FOUNDATION FOR 0 Applic t N r ) SURFACE D MIN. 2% SLOPE FOR IMPERVIOUS SURFACE (CBC 1804.3). Approval Body: Director/Staff Approval Date I 08/17)20N GRADED SITES, THE TOP OF ANY EXTERIOR z FUUNUA IIUN SHALL tX END ABOVE THE ELEVATION OF O Signature i re TSiYnj -wrq.rnrrr irrr ^T A POINT OF DISCHARGE (OR / / \ \ E�a (E) RIDGE WIT OF AN APPROVED DRAINAGE DEVICE), A MIN. \ \ w OF 12 INCHES PLUS 2%. 3) EXISTING DRAINAGE SHALL REMAIN THROUGHOUT 12 \ \ (E) COMPOSITION ROOF CONSTRUCTION. 5.5 TYP \ SHINGLES REMAIN, TYPICAL o \ z 4) ROOFING MATERIAL SHALL HAVE 2—LAYERS OF # 30 \ FELT AS UNDERLAY AND FASTENED TO ROOF SHEATHINGWITH \ (CRC OR5 (E) 2ND FLOOR TOP PLATE 0S 0) RESISTANT FASTENERS, TYPICAL ------- ——— ——————— ——————— ——————---——— \ \ 5) FLASHING (CBC 1507 AND CRC R905.2.8—R905.2.8.4) / \ PROVIDE ROOF FLASHING AT ALL WALL AND ROOF / / \ \ y INTERSECTIONS, GUTTERS, AND WHERE THERE IS A CHANGE E IN THE ROOF SLOPE OR DIRECTION AROUND ROOF OPENINGS. 8,-0„ FLASHING SHALL BE A MINIMUM 26 GAUGE CORROSION—RESISTANT GALVANIZED o r �, METAL. 24'-10" 25 Y / \ • Ira 6) DRIP EDGE (CBC 1507.2.8.3 AND CRC R905.2.8.5) / 250 \ PROVIDE A DRIP EDGE AT EAVES AND GABLES OF ASPHALT E 2ND FLOOR ---- ---- c a SHINGLE ROOFS. ADJACENT PIECES OF THE DRIP EDGE (E) 1ST FLOOR TOP D LATE — — ——————— — ------ ----- ----- ----- - °' SHALL BE OVERLAPPED A MINIMUM OF 2 INCHES. THE DRIP EDGE SHALL EXTEND 1/4INCH BELOW THE ROOF SHEATHING E AND A MINIMUM OF 2 INCHES UP THE ROOF DECK. THE DRIP z a26�6 z .� EDGE SHALL BE MECHANICALLY FASTENED TO THE ROOF J _j c U DECK AT A FASTENERS. MAXIMUM INCHES HE UND RLAYMENTSHAL APPROVED L BE INSTALLED OVER 10'-01, w 81-01 w 10'-01, LL THE DRIP EDGE ALONG THE EAVES, AND UNDER THE DRIP o o ©2020ALI'S CONSTRUCTION&REMODELING INC. WITH AT HE DRIIPEEDGEAKE IFALTLOWED BYINTHES CAN MANUFACTURER. ALL RIGHTS RESERVE. 7) WEATHER ------- ---- ---- 00000000 DODO REQUIRED IN BARRIERS SHALL 2 AND, WHEREEAPP APPLIED OVER FINISH �LOOR 2 WOOD—BASED SHEATHING, SHALL INCLUDE A FINISH GRADE WATER—RESISTIVE VAPOR—PERMEABLE BARRIER WITH A PERFORMANCE AT LEAST EQUIVALENT TO TWO LAYERS OF (E) WOOD PANEL SIDING GRADE D PAPER (R703.6.3) TO REMAIN, TYPICAL 8) PLASTERING WITH PORTLAND CEMENT PLASTER SHALL NOT BE LESS THAN THREE COATS WHEN APPLIED OVER METAL LATH OR WIRE LATH AND SHALL BE NOT LESS THAN TWO COATS WHEN APPLIED OVER MASONRY, CONCRETE, w PRESSURE—PRESERVATIVE TREATED WOOD OR p�0�O5�b N0�11-I/ WONT ��VA1'ION �DECAY—RESISTANT WOOD AS SPECIFIED IN SECTION R317.1 OR GYPSUM BACKING (R703.6.2). 5C& 1/4 1'-0" z 9) A MINIMUM 26 GA. GALVANIZED CORROSION-RESISTANT w WEEP SCREED WITH (R703.6.2.1): z A) A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3-1/2 (/) — �-- INCHES PROVIDED AT OR BELOW THE FOUNDATION PLATE w F-- 0 — LINE AT ALL EXTERIOR WALLS. Ej D (D B) THE SCREED SHALL BE PLACED A MINIMUM OF 4 INCHES C) Q ABOVE EARTH OR 2 INCHES ABOVE PAVED AREA. Q U 10) WINDOWS AND GLAZED DOORS MUST HAVE LABELS FOR Q 3: Q Q "U—FACTOR" & "SHGC" AS REQUIRED PER ENERGY CODE. >- W z U SEE ENERGY COMPLIANCE INFORMATION ON SHEET T-24. ALL WINDOWS FOR THIS PROJECT SHALL BE NEW. EXISTING / / \ \ Z z E RIDGE WINDOWS SHALL BE REPLACED, LIKE TO LIKE. / Q� W O / � � z 11) CRAWL SPACE VENTS SHALL NOT OCCUR AT SHEAR / WALLS. / Q w / fl� O 00 11) PROVIDE ADDITIONAL CRAWL SPACE VENTS PER (E) / / m 0 LU VENTS BLOCKED BY NEW ADDITION. / \0 12) MINIMUM NET AREA OF VENTILATION OPENINGS SHALL / / Cn CV U NOT BE LESS THAN 1 SQUARE FOOT FOR EACH 150 (E) 2ND FLOOR TOP PLATE ----------------------------------------- SQUARE FEET OF UNDER—FLOOR AREA (R408.2). / \ / \ (N) COMPOSITION ROOF 13) ONE VENTILATION OPENING SHALL BE WITHIN 3 FEET OF / \ SHINGLES TO MATCH (E), EACH CORNER OF THE BUILDING (R408.2). / \ TYPICAL 0 / 8'-0„ \ z 14) 50% TO 70% OF EYEBROW VENTS SHALL BE IN THE / \ Q CO o U 0, U UPPER 1/3 OF ROOF STRUCTURE. (N) RIDGE \ 24 -10u J co 0 Z 0 12 \ 250 w o , o 15) PROVIDE ADDITIONAL ATTIC VENTS PER (E) VENTS / o o z o oz 0 25 TYP. 5.5 a BLOCKED BY NEW ROOF. / \ � >- I- (E) 2ND FLOOR IL a z D 0, (N) 1ST LOOR TOP PLATE ----- ---- °o v L` � o A1'1 E VMI�AVON C&CU�AWN5 w w o o r- D 0 z z z m o� � cn z 12'-7" J J N OQU MANUFACTURER: CONSTRUCTION METALS " J MODEL: LPDH18-0.125 OR APPROVED EQUAL 10'-0" 8 -0�� 10'-0" oU wo o J ( ) VENT OPENING: 18" X 7" o o `" C/; _ a NET FREE AREA: 81 SQ. INCH (0.56 SF) a- a_ a o TOTAL ATTIC SPACE: 207 SF --- FINISH FLOOR ---- REQUIRED VENTILATION (SF): �= 1.38 SF �_REQUIRED VENTS (#): 1.38/0.56= 2.4= 3 VENTS FINISH GRADE 1 2 FINISH GRADE (N) WOOD PANEL SIDING -j " — TO MATCH (E), TYPICAL ESIGN AZ CHECKED AZ CI?AX 5PAC� VMILA110N C&CULAWN5 SCALE AS NOTED JOB NO. 2020 ISSUED FOR BUILDING DATE 05/26/2021 MANUFACTURER: (CONSTRUCTION META pp0PO5Nb 50U11-I/ �EAf� ��VA�'ION MODEL: SCV166 OR APPROVED EQUAL SHEET VENT OPENING: 14 y2" X 4 Y2" 5c&L : 1/4 1'-OH NET FREE AREA: 48.9 SQ. INCH (0.339 SF) NEW CRAWL SPACE: 421 SF REQUIRED VENTILATION (SF): 1-4528= 2.80 SF REQUIRED VENTS (#): 2.80/0.33= 8.5= 9 VENTS A700 Commu ity 1"p ent Departnr�e`l�p10p W&L [2 1f& m Pla ning Division Cupertino NO5CA,� LU CUPLRTINO APPROV D Q Case # DIR-2021-014 Application Number(s) Approval Body: Director/ Staff Approval Date 08/17/21 z 0 Signature Affrey Tsumura 15 U) Case Manager 14 (E) RIDGE 'w 13 12 -------------- z 11 0 ° 0 0 ---- ---- ---- ---- ---- (E) 2ND FLOOR TOP PLATE V 'u 4CL !`_1 N 8 9 �. 8 10 8'-0" m u 12 U ti 24'-10" TYP. 5.5 Y 6 1 — (E) 2ND FLOOR c a � 5 2 ——— ------------- ------------------ ---- (N) 1ST FLOOR TOP PLATE J U) 3 e 0 4 0 c = 3 I O 11 11 U. \I \I \I I Q 02020 ALI'S CONSTRUCTION&REMODELING INC. I ALL RIGHTS RESERVED. rJof 8.. MIN. `0 O 18" MIN. —————— ——————— —————————————————————————— ———————— ----- FINISH FLOOR FINISH GRADE (N) WOOD PANEL SIDING �� ° TO MATCH (E), TYPICAL 1 w TOP05Fb WF5T/ FUHT 5119F UVATION 5CA,�: 1/4 1'-0" z w o z rMOF15 (/) o W - � O FOUNDATION PER PLAN 0 O LC) Q U 0.\ Q 3�: Q a O STUD WALL PER PLAN >- w z U z z o OFLASHING @ FOUNDATION PLATE LINE. < 0 w O 4" MIN. ABOVE THE EARTH, 2" MIN. ABOVE w 2: z PAVED AREAS, TYPICAL (R703.6.2.1 ) Q O 0o Of m � O WALL SHEATHING PER PLAN O \O WLU 5 2—LAYERS OF GRADE D PAPER AS WATER—RESISTIVE ———— --- BARRIER (CRC R703.2/R703.6.3) ❑ O WOOD SIDING TO MATCH EXISTING 01 z I� U Q 06 0 Z U 0, U 0 O7 U 1/2" SHEETROCK 23'-5" o -CO, oz Zo ---- ---- a z U o ---- co U w 0 c o O INSULATION PER PLAN z cn Z o_ o r- � zo w U J .O [ifU Cn U m � F-- Q U z J U In Z U Q J U o — 9 5/8" SHEETROCK 0 LLJ Q co J 00 cn Q (n J J _ w NONCOMBUSTIBLE OR A MIN. OF SCHEDULE 40 PLASTIC a o 10 PIPE DOWNSPOUT, TYPICAL (CBC 1502.4) -4———————————————————————————————————— 71—————— 11 GUTTER ESIGN AZ (N) WOOD PANEL SIDING TO MATCH (E), TYPICAL CHECKED AZ 12 ROOF FRAMING PER PLAN SCALE AS NOTED JOB NO. 2020 ISSUED FOR BUILDING 13 ROOF SHEATHING PER PLAN DATE 05/26/2021pp0P05�b �AST/ LFFT 5M UVATION SHEET 5CA,�: 1/4I'- 1'-0„ 14 #30 FELT UNDERLAYMENT A800 15 ROOFING PER PLAN �? D D n C Ul rn O O z — — O o 3 r+ 3 0 rt CDo ,< Co N a — as c Flo D 0 < N c c -1 - C)z �• (D c N O Q 0 C N (7 3 C r+ rDD I O fD r rr O_ i O PROPERTY LINE N� 0 \ 0 \ O i \ O PROPERTY LINE \ N FT \ o \ I o \ I \ Tt 7-7 \ I \ \ I I I \ I 0 \ I I \ I \ I I \ I I I I I I \ I I I I \ I I I I I I \ I I I I I I I I I I I I I I 1 � cn o I I o N I I I \J) I I I I o Q 00000 00 I I /� I 000000 I 000000 7-7 z 000001 � I ; \ 000000 � > � I I ,' I I � 000001 i I � 0000 ; I I / I 000000 I I 1 0000 In I I 000000 000000 / I 000000 ';jj/ RLE1 / N / PROPERTY LINE o / o / / / / N CJ1 / o PROPERTY LINE 0 0 0 ti N0. REVISION DATE BY D m rnW -- `� n ALI'S CONSTRUCTION & REMODELING INC. nZ SUB RAM AN YAM RESIDENCE o n O m Z N 1011 S. DE ANZA BLVD. CUPERTIN0, CA 95129 PROPOSED NEW ADDITION =;u �S TEL: 408-441-0967 FAX: 408-898-6474 �� o\ D 2 2 6 8 6 M E D I N A COURT <A Gam stru ctiav� jet-woceti�9 Inc., ■ ALIS_CONSTRUCTION@YAHOO.COM O N W N m m Fine Custom Homes,Design&Build Kitchen Bathroom Specialist o N Z WWW.ALISCONSTRUCTI ON.COM u�x�x�.aliscosastrc�ction.cotm N C U P E R T I N O, CA 95014 o Z M LICENSE N0. 909433 C) 0 N VN Z n Commu ity Development Department } m Pla ning Division — Cupertino w -CUPERTINO APPROVED Q Case# DIR-2021-014 CALGREEN RESIDENTIAL CHECKLIST — MANDATORY A4.3 WATER EFFICIENCY AND CONSERVATION4.305.1 Water Reuse Systems. Newly constructed residential Application Number(s) developments, where disinfected tertiary recycled water is available from a IM ITEMS municipal source to a construction site, may be required to have recycled Approval Body: Director/StaffCOMMUNITY DEVELOPMENT DEPARTMENT• BUILDING DIVISION Indoor Water Use water supply systems installed, allowing the use of recycled water for 08/17/21 ALBERT SALVADOR, P.E., C.B.O., BUILDING OFFICIAL residential landscape irrigation systems. See Ch. 15 of the CPC. Approval Date CUPERTINO 4.303.1 Water conserving plumbing fixtures and fittings. Plumbing fixtures z 10300 TORRE AVENUE•CUPERTINO, CA 95014-3255 owater closets and urinals and fittings faucets and showerheads shall comply • • • Signature J ffre Tsumura ( ) 9 ( ) P Y v� Case Manager (408) 777-3228• FAX(408)777-3333 •building a(�cupertino.org with the following: Enhanced Durability and Reduced Maintenance LU PURPOSE: ❑ 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 4.406.1 Rodent proofing. Annular spaces around pipes, electric cables, The 2019 CalGreen Code applies to additions or alterations of existing residential buildings where the addition or certified to the performance criteria of the U.S. EPA WaterSense conduits, or other openings in plates at exterior walls shall be protected Specifications for Tank-type Toilets. ❑ ❑ alteration increases the building's conditioned area, volume, or size and also applies to all new low-rise residential against the passage of rodents by closing such openings with cement mortar, o buildings, high-rise residential buildings, or both. Existing site and landscaping improvements that are not otherwise ❑ 4.303.1.2 Urinals. The effective flush volume of urinals shall not exceed concrete masonry or similar method acceptable to the enforcing agency. z disturbed are not subject to the requirements of CALGreen. 0.125 gallons per flush. Construction Waste Reduction, Disposal and Recycling Project Name: ❑ 4.303.1.3.1 Single Showerheads. Showerheads shall have a maximum flow rate of not more than 1.8 gallons per minute at 80 psi. Showerheads 4.408.1 Construction waste management. Recycle and/or salvage for Project Address: shall be certified to the performance criteria of the U.S. EPA WaterSense reuse a minimum of 65 percent of the nonhazardous construction and ❑ El waste in accordance with either Sections 4.408.2, 4.408.3 or Specification for showerheads. Project Description: 4.408.4, or meet a more stringent local construction and demolition waste ; 20 ordinance. ❑ 4.303.1.3.2 Multiple Showerheads serving one shower. When a management y Instructions: shower is served by more than one showerhead, the combined flow rate of i'` o all showerheads and/or other shower outlets controlled by a single valve Building Maintenance and Operation r 1. The Owner or the Owner's agent shall employ a licensed professional experienced with the 2019 California Green shall not exceed 1.8 gallons per minute at 80 psi, or the shower shall be '? m Building Standards Codes to verify and assure that all required work described herein is properly planned and designed to allow only one shower outlet to be in operation at a time. ❑ ❑ 4.410.1 Operation and maintenance manual. At the time of final inspection, o implemented in the project. an operation and maintenance manual shall be provided to the building ❑ ❑ o r ti 2. The licensed professional, in collaboration with the owner and the design professional shall initial Column 2 of this ❑ 4.303.1.4.1 Residential lavatory faucets. The maximum flow rate of occupant or owner. v� Y checklist, sign and date Section 1 - Design Verification at the end of this checklist and have the checklist. residential lavatory faucets shall not exceed 1.2 gallons per minute at 60 Ira 3. Prior to final inspection b the Building Department, the licensed professional shall complete Column 3 and sign and 4.410.2 Recycling by occupants. Where 5 or more multifamily dwelling units p y g p p p g psi. The minimum flow rate of residential lavatory faucets shall not be less � are constructed on a building site, provide readily accessible area(s) that m o date Section 2 - Implementation Verification at the end of this checklist and submit the completed form to the than 0.8 gallons per minute at 20 psi. a Building Inspector. serves all buildings on the site and is identified for the depositing, storage and It ❑ ❑ 4.303.1.3.2 Lavatory faucets in common and public use areas. The collection of non-hazardous material for recycling, including (at a minimum) o Column 2 Column 3 maximum flow rate of lavatory faucets installed in common and public use paper, corrugated cardboard, glass, plastics, organic waste, and metals, or meet a lawfully enacted local recycling ordinance, if more restrictive. _1 4 MANDATORY FEATURE OR MEASURE Project Verification areas (outside of dwellings or sleeping units) in residential buildings shall 44 Requirements not exceed 0.5 gallons per minute at 60 psi. 0 ENVIRONMENTAL ; ❑ 4.303.1.4.3 Metering faucets. Metering faucets when installed in A4.1 PLANNING AND DESIGN residential buildings shall not deliver more than 0.2 gallons per cycle. Fireplaces LL Planning and Design - Site Development ❑ 4.303.1.4.4 Kitchen Faucets. The maximum flow rate of kitchen faucets & 4.503.1 General. Install only adirect-vent sealed-combustion gas or sealed ©2020 ALI'S CONSTRUCTION REMODELING INC. shall not exceed 1.8 gallons per minute at 60 psi. Kitchen faucets may wood-burning fireplace, or a sealed woodstove. ❑ ❑ ALL RIGHTS RESERVED. 4.106.2 Storm water drainage and retention during construction. Projects temporarily increase the flow above the maximum rate, but not to exceed which disturb less than one acre of soil and are not part of a larger common ❑ ❑ 2.2 gallons per minute at 60 psi and must default to a maximum flow rate plan of development shall manage storm water drainage during construction. of 1.8 gallons per minute at 60 psi. Pollutant Control 4.106.3 Grading and paving. The site shall be planned and developed to 4.504.1 Covering of duct openings and protection of mechanical 4.303.2 Standards for plumbing fixtures and fittings. Plumbing fixtures and equipment durin construction. Duct openings and other related air keep surface water away from buildings. Construction plans shall indicate how ❑ ❑ fittings shall be installed in accordance with the California Plumbing Code and ❑ ❑ distribution component openings shall be vered during construction. ❑ ❑ site grading or a drainage system will manage all surface water flows. shall meet the applicable standards referenced in Table 1701.1 of the 4.106.4 Electric vehicle (EV) charging for new construction. New California Plumbing Code. 4.504.2.1 Adhesives, sealants and caulks. Adhesives, sealants and caulks ❑ ❑ construction shall comply with Sections 4.106.4.1 and 4.106.4.2 to facilitate ❑ ❑ Outdoor Water Use shall be compliant with VOC and other toxic compound limits. future installation and use of EV chargers. 4.504.2.2 Paints and coatings. Paints, stains and other coatings shall be A4.2 ENERGY EFFICIENCY 4.304.1 Outdoor potable water use in landscape areas. Residential compliant with VOC limits. ❑ ❑ development shall comply with a local water efficient landscape ordinance or the current California Department of Water Resources' Model Water Efficient 4.504.2.3 Aerosol paints and coatings. Aerosol paints and other coatings w General Landscape Ordinance (MWELO), whichever is more stringent. ❑ ❑ shall be compliant with product weighted MIR Limits for ROC and other toxic ❑ ❑ compounds. (, 4.201.1 Low-rise residential buildings shall meet or exceed the minimum standard design required by the California Energy Standards. ❑ ❑ 4.504.2.4 Verification. Documentation shall be provided to verify that ❑ ❑ Z compliant VOC limit finish materials have been used. w 0 Z Page t of 5 CalGreen_2019.doe revised 11112020 Page 2 of 5 CalGreen_2019.doe revised 11112020 Page 3 of 5 CalGreen_2019.doe revised 11112020 0 W ~ 0 0 D O 0 0 LC) 4.504.3 Carpet Systems. All carpet installed in the building interior shall ❑ ❑ CALGREEN SIGNATURE DECLARATIONS Q meet the testing and product requirements of one of the four standards listed. Q � Q Project Name: Q 4.504.4 Resilient flooring systems. Eighty (80) percent of floor area Project Address: 7� w Z U receiving resilient flooring shall comply with the VOC-emission limits defined in Z z 0 _ the Collaborative for High Performance Schools (CHPS) Low-emitting ❑ ❑ Project Description: Q w 0 Materials List or be certified under the Resilient Floor Covering Institute (RCFI) 0 z FloorScore program and UL GREENGUARD Gold. w 4.504.5 Composite wood products. Particleboard, medium density SECTION 1 — DESIGN VERIFICATION <�1/ 0 0 fiberboard (MDF), and hardwood plywood used in interior finish systems shall ❑ ❑ Q0 CIO LJJ comply with low formaldehyde emission standards. Complete all lines of Section 1 —"Design Verification" and submit the completed checklist(Columns 1 and 2)with the m plans and building permit application to the Building Department. 0 IL Interior Moisture Control � � N :::) The owner and design professional responsible for compliance with CalGreen Standards have revised the plans and U) IL N U 4.505.2 Concrete slab foundation. Required vapor retarders and capillary ❑ ❑ certify that the items checked above are hereby incorporated into the project plans and will be implemented into the breaks are also required to comply with CalGreen Section 4.505.2.1. project in accordance with the requirements set forth in the 2019 California Green Building Standards Code as adopted by the City of Cupertino. 4.505.3 Moisture content of building materials. Moisture content of building ❑ materials used in wall and floor framing is checked before enclosure (<19%). Owner's Signature Date � � Indoor Air Quality and Exhaust z LO 01 4.506.1 Bathroom exhaust fans. Each bathroom shall be mechanically ❑ ❑ Owner's Name (Please Print) z U o 0 ventilated with an energy star exhaust fan with humidity control. w o 00 o o z CO o z Environmental Comfort Design Professional's Signature Date o Q LU o Of WO_ X ) U (D 4.507.2. Heating and air-conditioning system design. Duct systems are co D zo � sized, designed and equipment is selected using the following methods: Design Professional's Name (Please Print) F__ o 1. Establish heat loss and heat gain values according to ACCA Manual J or o o D o w equivalent. ❑ ❑ Signature of License Professional responsible for CalGreen compliance Date U m 0, � N z 2. Size duct systems according to ACCA 29-D (Manual D) or equivalent. N z Q 3. Select heating and cooling equipment according to ACCA 36-S (Manual S) Name of License Professional responsible for CalGreen compliance(Please Print) Phone o w co 3: or equivalent. U o J Cf) Q INSTALLE - • - !� • Email Address for License Professional responsible for CalGreen compliance J 0 w a o Qualifications SECTION 2 — IMPLEMENTATION VERIFICATION 702.1 Installer training. HVAC system installers are trained and certified in the proper installation of HVAC systems. ❑ ❑ Complete, sign and submit the competed checklist, including column 3, together with all original signatures on Section 2 to the Building Department prior to Building Department final inspection. 702.2 Special inspection. The Licensed Professional responsible to verify ESIGN Az CALGreen compliance is qualified and able to demonstrate competence in the ❑ ❑ I have inspected the work and have received sufficient documentation to verify and certify that the project identified discipline they inspect and verify. above was constructed in accordance with this Green Building Checklist and in accordance with the requirements of CHECKED Az the 2019 California Green Building Standards Code as adopted by the City of Cupertino. SCALE AS NOTED Verifications JOB No. 2020 Signature of License Professional responsible for CalGreen compliance Date 703.1 Documentation. Verification of compliance with CALGreen may ISSUED FOR BUILDING include construction documents, plans, specifications, builder or installer DATE 05/26/2021 certification, inspection reports, or other methods acceptable to the enforcing Name of License Professional responsible for CalGreen compliance(Please Print) Phone agency which show substantial conformance. Implementation verification shall ❑ ❑ SHEET be submitted to the Building Department after implementation of all required measures and prior to final inspection approval. Email Address for License Professional responsible for CalGreen compliance Page 4 of 5 CalGreen_2019.doc revised 11112020 Page 5 of 5 CalGreen_2019.doe revised 11112020 GB1 CorCOIT(R- U-1 ZT40@.'eNOnTEES: DRAWING INDEX: SHEAR WALL SCHEDULE: Gilann Division - Cupertino 0 0 ht,�W not to exceed 0.05/o for foundation, 0.045/ofor conventionally reinforced galvanized hardware per ASTM A153, stainless steel fasteners and hardware SHEAR TRANSFER CUPE riry NOTES INAFVR b\*6E SHALL BE APPLYING TO ALL STRUCTURAL slabs/beams, walls and columns, and 0.04% for post-tensioned slabs/beams, connectors per ASTM Al3 at preservative treated and fire treated structural S1 GENERAL NOTES EDGE SILL PLATE ALLOWABLE p p S2 FOUNDATION PLAN MARK SHEATHING NAIL AMS Case FEATUI -®@Xt-9847THERWISE SHOWN OR NOTED. attaining minimum compressive strengths at 28 days (f'c) as follows, unless lumber. Exception: Per CBC 2019, 2304.9.5.1, plain carbon steel fasteners in LPATE NAIL SHEAR CLIP ANCHORS SHEAR(pIf) Design u rya ion e 5) noted otherwise SBX/DOT and zinc borate preservative-treated wood in an interior, dry S3 CEILING PLAN g 1. AI��'iork shad 6 performed in conformance with the 2019 California Building S4 ROOF PLAN 16d environment shall be permitted. 5/8" X 12" A ro al Bod �Rk�c{�B �{9). 5.a. continuous footings 3000 psi 15/32" Sheathing 10d @ 6" A35 @ 24" 310 P Y SF1 FOUNDATION DETAILS 1 @ 6 O.C. 4. Preservative treat all structural lumber in compliance with IBC 2303.1.8. @ 4'-0�� 4010 Moorpark Ave Ap ro al DQ.te StrQ. 1JTM1lrawings, as part of contract documents, indicate information 5.b. spread footings 3000 psi SD1 STRUCTURAL DETAILS p nttn Provide ASTM A153 hot dipped galvanized or stainless steel fasteners and i convey design intent. if errors, inconsistencies or omissions are SD2 STRUCTURAL DETAILS Suite 101 San Jose CA Sig at re• Jfy�Gmtrra _ 5.c. slabs on grade 3000 psi hardware connectors at preservative treated structural lumber. Exception: Per 16d 5/8" X 12" Jose, isco��r ,„pgegmptTy�Ty ar is tect and structural engineer before 15/32 Sheathing 10d @ 4 4�� A35 @ 16 460 proceeding with work. 6. slump not to exceed 4 (+/- 1) inches. for slab on grade, walls, slab on metal IBC 2018, 2304.9.5.1, Plain carbon steel fasteners in SBX/DOT and zinc 2 @ O.C. @ 3'-0" deck and suspended slabs, slump not to exceed 4" (+0", -1") inches. borate preservative-treated wood in an interior, dry environment shall be (415)254-2634 3. Details and schedules indicated as "typical" may not be specifically referenced permitted. 16d 5/8" X 12" armin@amsdesignllp.com on drawings. determine where each typical detail or schedule applies before 7. provide keys in construction joints unless detailed otherwise. thoroughly clean, 15/32" Sheathing 10d @ 3" A35 @ 12" 600 remove laitance and thoroughly wet and remove standing water in 5. All nails unless indicated otherwise are common nails with dimensional 3 @ 3" O.C. 2-0 proceeding with work. if conditions are found which are not specifically � g y g @ STAMP: proceeding not typical detail or schedule applies, promptly specifically architect and construction joints before placing new concrete. for horizontal construction properties complying with AF&PA NDS Table L4 and ASTM F1667. Install yp' pp p y y PARTIAL STRUCTURAL DESIGN DATA structural engineer. points that are not keyed, the surface shall be cleaned and roughened, if and nails in compliance with CBC Chapter 23, including Table 2304.10.1. 16d 5/8" X 12" 15/32" Sheathing 10d @ 2" A35 @ 9" 770 where roughening of surfaces to expose aggregate to 1/4 inch amplitude is 6. Provide wood hardware connectors as manufactured b Simpson Strong-Tie Tie 4 @ 2 O.C. @ 1 -6 4. Conditions shown as existing are based on information provided to structural Y p g- 1.SEISMIC DATA required exposing clean aggregate solidly embedded in the mortar matrix. Com an Inc. complying I in with ICC-ES Evaluation Re Report Nos.: e��FEss�pti engineer when drawings were prepared. no warrant is implied as to accuracy Company, p y g p A.Building occupancy category : II.Standard p q 9 9 p p Y p Y of these existing conditions. verify field measurement and conditions. if errors, 8. the location and protection of existing utilities is the responsibility of the ESR 1622, ESR 2105, ESR 2236, ESR 2330, ESR 2549, ESR 2551 B.Importance factor 1:1.00 15/32 Sheathing 10d 3" SDS25500 LTP4 @ 12�� 5/8., X 12 1200 inconsistencies or omissions are discovered, promptly notify architect and contractor. the contractor shall notify the engineer if utility pipes run through, ESR 2553, ESR 2555, ESR 2604, ESR 2613, ESR 2616, ESR 2330 C.Soil site class : D.default soil profile. 5 Both Sides @ @ 3" O.C. BOTH SIDES @ 1'-0" , z 59 structural engineer before proceeding with work. or within 24" below, any new concrete construction. D.Pro'ect seismic design category E Q No.ca302 g� p g ESR 3050 � g g y • 09/30/22 9. pipe or ducts exceeding one-third the slab or wall thickness shall not be E.Seismic force resisting system : light framed 5. The drawings schematically indicate existing and new construction. due to the p p g 7. Do not cut or notch structural lumber unless specifically detailed or indicated. 15/32" Sheathing SDS25500 LTP4 @ 8" 5/8" X 12" p Y 10d 2 1540 � �P laced in structural concrete unless specifically detailed. walls sheathed with wood structural panels g Both Sides @ 8" 9T TWIN- nature of the work, adjustments will likely be required in the filed to meet the p p y @ 3 O.C. BOTH SIDES @ F o design objectives. such adjustments are art of the contract and shall be 10. 8. Provide holes for bolts 1/32" to 1/16" larger than nominal bolt diameter. rated for shear resistance or steel sheets OP g p pipes may pass through structural concrete in sleeves, but shall not be Provide A307 bolts, unless noted otherwise, with standard cut washer under F. R=6.5, =3 included in the lump sum bid. embedded therein. bolt head and nut. Provide standard washers under heads of lag screws. G.Spectral response coefficient: 6. Framing conditions not specifically shown shall be framed in accordance with 11. maintain concrete above 50 degrees fahrenheit and in a moist condition fora S1=0.84 SHEAR WALL NOTES: 9. Re-tighten bolts prior to application of sheathing, plaster, etc. the "Conventional Construction" requirements of CBC. minimum of 7 days after placement unless otherwise accepted by structural SDS=1.86 engineer. 10. Provide lateral support for beams, rafters and joists as stipulated in CBC H.Seismic design category : E 1. Contractor shall review all typical shear wall connection details prior to start construction. 7. shop drawing submittals: g 2308.8.5. Floor joists deeper than 8" shall have blocking or bridging at 8 feet g g y REINFORCING STEEL p g g g I.Base shear coefficient (Cs-ASD) :0.20 2. Shear wall sheathing shall be 15/32" cd, cc or better plywd. w/ all edges blocked and 7.a. contractor shall review for completeness and compliance with contract maximum on center. 2.WIND DATA nailed per the shear wail schedule. documents and stamp shop drawings documenting this review prior to 1. Provide reinforcing steel and reinforcing steel to be welded complying with submission. ASTM A706, Grade 60 steel. Reinforcing at foundation, slab on grade, and all 11. Wood studs: A.Exposure : B 3. Typical fasteners: 10d common unless otherwise noted. nails exposed to the exterior shall ties may be ASTM A615, Grade 60 unless noted otherwise per plans. ASTM 11.a. Top plate of stud walls shall be 2 pieces same width as studs. Splice as B.Enclosure : Enclosed building be galvanized. field nailing is 10d @ 12" o.c. 7.b. submit shop drawings to architect (structural engineer) for review. do not C.Category: 11 4. Itp4 can be used instead of a35 shear clip. UJ commence fabrication until review process is completed. A615, Grade 60 reinforcing may be used in lieu of ASTM A706 reinforcing as indicated. D.Wind speed : 91 mph 5. Framing: 2x d.f. t 16" o.c. p p p p g Yp• @ U permitted by ACI 318, unless noted otherwise. 11.b. Provide stud wall bracing in compliance with CBC 2308.9.3 in stud walls �� 7.c. shop drawings are not a part of contract documents, and review is for E.Mean roof height :10 ft 6. Framing at adjoining panel edges shall be 3 nominal or wider and nail shall be staggered 2. Lap reinforcing steel at splices to the following minimum lengths, unless noted not plywood sheathed. 3.LIVE & DEAD LOADS where spacing is 3" or less on center. - z general conformance with design intent only. architects (structural p g otherwise (applicable to 3,000 psi, normal weight concrete only): 11.c. Provide fire blocks in compliance with CBC 718. A.Floor LL : 40 sf- 14 sf DL HARDWOOD 7. End nail studs to sill late with 2 20d box nail instead of 2 16d common nails. engineers) review does not constitute an authorization to deviate from p p p (HARDWOOD) p ( ) ( ) Bar size top bars other bars Bar size top bars other bars B.Roof LL : 20 sf- 13 sf DL SHINGLE 8. If new anchor bolts "required at existing foundation. provide 5/8" x min. 12" embedment 7 W the contract or the building code. 11.d. Notch or bore holes in wood studs in compliance with CBC 2308.9.10 p p (SHINGLE) q g p Z #3 2'-4" 1'-10" #8 7'-9" 6'-0" C.Walls : EX. walls 20 psf (STUCCO) into existing concrete epoxied anchor bolts spacing shown at shear wall schedule. provide - Q 7.d. submit shop drawings and calculations to governing code authority when and 2308.9.11. Q #4 3'-1" 2'-5" #9 8'-9" 6'-9" IN. walls 11 psf 3 x3 x1/4 plate washer. specifically indicated or requested. 11.e. Provide double joists under partitions which are parallel to joists and 9. Contractor to verify the existing plywood edge nailin type of plywood used ands spacing#5 3'-11" 3'-0" #10 9'-10" 7'-7" y g p y g g yp p y p g 8. the cad drawing files are the property of the structural engineer and will not be provide solid full depth blocking under partitions which are perpendicular released to the contractor or subcontractor for their use. #6 4'-8" 3'-7" #11 10'-11" 8'-5" joists. Laminate multiple joists together with (2)16d @16" o.c. through : 10. Special inspection by inspector required for hold down installation into existing foundation. UJ 9. submit deferred submittal items to the architect and the structural engineer for "Top bars" are horizontal#7 6' ri 5'-3"zontal bars with more than 12 inches of concrete cast e GEOTECHNICAL DATA on existing anchor bolts in filed.each joist. 11. Special inspection is required for structural wood shear wall components with nail spacing review. after review, submit deferred submittal items to the governing code 12. Mud sill, wood in direct contact with concrete and other members located MICHELUCCI &ASSOCIATES INC. closer than 4" oc per cbc 1705.11.2. authority for approval prior to installation. the following is a list of deferred below bars. Other bars are horizontal bars with less than 12 inches of within 8" of finish grade shall be pressure treated Douglas Fir Larch. AUGUST 13, 2020 z concrete cast below bars and all vertical bars. Splice lengths indicated above JOB NO. 20-4964 approval items: ENGINEERED WOOD W only apply when clear distances between reinforcing steel, including spliced PHONE#650 692 0163 J 9.a. cold formed metal stud system, exterior and interior reinforcing steel, are 2 bar diameters or greater. Increase splice lengths by 1. Engineered lumber, including TJI prefabricated wood joists (ICC-ESR-1153), HOLD-DOWN SCHEDULE: U 9.b. design-build stairs 43% if clear distances are less than 2 bar diameters, but never less than TJI rim board (ICC-ESR-1387), timberstrand LSL (ICC-ESR-1387), Microllam minimum clear distances indicated below. LVL (ICC-ESR-1387), and Parallam PSL (ICC-ESR-1387), shall be by TYPE SIDS CSREWS ANCHOR BOLT ANCHOR BOLT 9.c. structural precast framing members Weyerhauser or approved equal. installation shall be in full accordance with IN WOOD POST IN NEW FOUNDATION IN NEW FOUNDATIO 3. Minimum clear distances between reinforcing steel, including spliced 9.d. prefabricated wood trusses reinforcing steel, shall be 1" or 1 bar diameter, whichever is greater. manufacturer's recommendations.4. Minimum concrete coverage: maintain the following minimum clear distances 5/8" DIAMETE HDU2 6-SDS 1/4"X2.5" SB5/8"X24" 9.e. pre-manufactured floor and roof joists 2. Parallel Strand Lumber (PSL) shall be 2.0E Parallam PSL and have the W/12" E. following minimum allowable design stresses: pqg 10. unless otherwise shown or noted, follow manufacturer's installation between reinforcing steel and face of concrete unless noted otherwise: TABLE HDU4 10-SDS 1/4"X2.5" recommendations for all structural products used on this project. slabs on grade center of slab E = 2,900,000 psi ROOF SB5/8 X24 UNDERPIN ONCRETE Q g Fb = 2, �� U U 11. contractor shall inform the designer of any all modifications to the drawings as concrete below grade, formed 2„ 900 psi Blocking between ceiling joists, rafters (3)8d common Toenail each end HDU5 14-SDS 1/4"X2.5" SB5/8"X24" A B 5/8re uired and/or re uired b ins ector and/or an overnin a enc Fv = 290 psi g g 1 UNDE CONCRETE Q q q Y p y governing agency. concrete below grade, unformed 3" or trusses to top plate or other framing (2)8d common Toenail each end Use Wolmanized Parallam in areas subject to moisture. PAB 7/8 z O 12. contractor agrees that he shall assume sole and complete responsibility for 5. Chairs or spacers for reinforcing shall be plastic or plastic coated when resting below (2)16d common End nail HDU8 20-SDS 1/4 X2.5 SB7/8"X24" U ERPIN CONCRETE the job site conditions during the course of construction of this project, on exposed surfaces. 3. Laminated Veneer Lumber (LVL) shall be 2.0E Microllam LVL and have the „ 0 z Flat blocking to truss and web filler 16d common @ 6 Face nail PAB 1 including safety of all persons and property; that this requirement shall apply following minimum allowable design stresses: HDU11 30-SDS 1/4"X2.5" SB1"X30" . . 6. Install all inserts, bolts, anchors, and reinforcing bars and securely tie prior to UNDERPIN CONCRETE w continuously and not be limited to normal working hours; and that the E = 2,000,000 psi Ceiling joists to top plate (3)8d common Toenail each joist (n placing concrete. U) 2i contractor shall defend, indemnify and hold the owner and the engineer Fb = 2,600 psi Ceiling joists attached to parallel HOLD-DOWN NOTES: W 11J ANCHOR BOLTS _ Table 2308.7.3.1 Face nail harmless from any and all liability, real or alleged, in connection with the Fv - 285 psi rafter(heel joint) (Table and Q (0 performance of work on this project, excepting for liability arising from the sole 1. anchor bolts shall be A307 steel, with an actual diameter of 5/8" and shall be Section2308.7.3.1) CC) negligence of the owner or the engineer. 12" long minimum. Embedment into concrete shall be 7" minimum. 4. Laminated Strand Lumber (LSL) shall be 1.55E Timberstrand LSL and have Collar tie to rafter (3)10d common Face nail 1. All holdown anchor bolts in existing concrete foundation shall be embedded in epoxy Q the following minimum allowable design stresses: grout drilled holes. provide special inspection per icc report. N 1 13. any opening, holes, cuts or discontinuities not shown on the structural 2. Each anchor bolt shall be attached to mud sill plate with an steel plate washer Rafter or roof truss to top plate 2. The epoxy used shall be the simpson at-xp. E = 1,550,000 psi (3)10 common Toenail (c) U N drawings and extending into or through structural elements require the prior of 3"x3"x0.25 (Table and section 2308.7.5) 3. Minimum distance from center line of bolts embeded in epoxy grouted holes to edge of LLJ approval of the engineer, and may require special structural detailing. Fb = 2,325 psi Roof rafters to ridge valley or hip existing concrete shall be 2 1/2". 3. Maximum spacing is 48 o.c. unless noted otherwise. Two bolts minimum Fv = 310 psi rafters; or roof rafter to 2" ridge beam (3)10d common Toenail 4. All hold-downs should be connected to min. 3" thickness member. 0 14. contractor shall be responsible for locating all underground utilities. all each piece of mud sill plate. damages shall be repaired at the contractor's expense. SHEATHING WALL 4. Anchor bolts shall be minimum of 6", but no more than 12 from each end 1. Provide plywood complying with DOC PS 1 and classified as Exposure 1. ABBREVIATION: 15. drainage systems, waterproofing and piping are not part of the structural plans of the sill plate. Stud to Stud and shall be designed by others as requires. Each sheet of plywood shall be identified with appropriate trademark of the (not at braced wall panels) 16d common 24" o.c. face nail SHEET TITLE: 5. Anchor bolts may be substituted by epoxy anchors of equal diameter, and American Plywood Association. E.N. EDGE NAILING Stud to stud and abutting studs STRUCTURAL STEEL installation shall follow approved ESR report. g B.N. BOUNDRY NAILING 2. Roof sheathing shall be 15/32 APA with a span rating of 24/0, unblocked, w/ at intersecting wall corners 16d common 16" o.c. face nail P.T. PRESSURE TREATED 1. Steel shapes shall conform to the following (U.N.O.): HOLDOWNS 10d common nails @ 6" o.c. edge & boundary nailing and 10d common nails (at braced wall panels) 1.a. Wide Flanges ASTM A992, GR.50 1. Holdown locations shall not be scaled off of the foundation Tans. the shall be @ 12" o.c. field nailin install with face rain perpendicular to rafters. E EXISTING g p y 9• 9 p p Continuous header to stud (4)8d common Toenail located by close evaluation of architectural floor plans, shearwall plans, and N NEW 1.b. Miscellaneous shapes ASTM A36 3. Floor sheathing shall 23/32 APA rated Sturd-I-Floor with min. span rating 24, Top plate to top plate 16d common 16" o.c. face nail S.S.W STEEL STRONG WALL GENERAL NOTES i e. channels angles, etc the framing plans. unblocked (U.N.O.). Provide 10d common nails @ 6" o.c. edge nailing, and S.W.S SHEAR WALL SCHEDULE ( • � 9 � ) Top plate to top plate, 2. For all holdown installations, contractor shall refer to manufacturer's 10d common nails @ 12" o.c. field nailing. Glue to floor joists. (8)16d common Face nail 1.c. Standard, Extra strong pipe ASTM A53 GR.B at end joints O.0 OF CENTER specifications for embedment, extra rebar, coverage and other requirements. 4. Unless otherwise specified in a shearwall schedule or on the drawings, all Bottom plate to joist, rim joist, A.B. ANCHOR BOLT 1.d. Hollow structural sections (HSS) EPDXIED ANCHORS exterior walls shall be covered b sheathingof 15/32" APA CDX 1 with span band joist or blocking 16d common U.N.O UNLESS NOTED OTHERWISE Square or rectangular ASTM A500 GR.B F 42 ksi y „ ,p � g 16" o.c. face nail q g ( y ) 1. Where epoxied anchors (reinforcing bars or all-threaded rods) are called for in rating 24/0 exposure 1, nailed with 10d @ 6 o.c. panel edges and @ 12 o.c. (not at braced wall panels) B.T.W BETWEEN Round ASTM A500 GR.B (Fy = 46 ksi) field. Bottom S.W. SHEAR WALL the structural drawings, the epoxy used shall be the Simpson AT-XP plate to joist,rim joist, 1.e. Plates, bars ASTM A36 ESR-2508 . Install per manufacturer's recommendations. band joist or blocking at (2)16d common 16" o.c. face nail S.A.D. SEE ARCHITECTURAL DRAWING REV: DATE: L l p 5. OSB sheathing is not acceptable for floor sheathing. braced wall panels C.S.B CONTINUOUS STEEL BAR Except as in moment frames which shall be ASTM 992 GR.50 2. Only non-rebar-cutting drill bits shall be used to drill holes in existing concrete. 6. Floor and roof sheathing panels shall not be less than 24" inches wide, unless REVO 05/28/2021 Stud to top or bottom plate (2)16d common End nail E.M.B EMBEDMENT 2. All bolts shall conform with ASTM A307 except for steel-to-steel connections Care is to be taken when drilling holes so as not to cut any existing reinforcing. ail edges are solid) blocked. p g y Top or bottom plate to stud (2)16d common End nail MAX. MAXIMUM which shall conform with ASTM A325N. Anchor bolts shall conform with 3. Drill holes shall be cleaned of concrete dust and debris using either a nylon 7. Floor and roof sheathing shall be installed with the face grain perpendicular to MIN. MINIMUM ASTM A36. brush and a vacuum, or a nylon brush and oil-free compressed air. framing members below, stagger the adjacent panels by 4 feet. Top plates, laps at corners and (2)16d common Face nail T&B TOP AND BOTTOM 3. All work shall be performed in accordance with the latest edition of AISC 4. Minimum distance from center line of bolts embedded in epoxy routed holes intersections N.T.S. NOT TO SCALE p Y g 8. The sheathing panels shall be installed such that there is an 1/8" gap between specifications for design, fabrication and erection of structural steel for to edge of existing concrete shall be 2 1/2". panel edges to allow for possible swelling and/or expansion. FLOOR S.O.G. SLAB ON GRADE buildings. ROUGH CARPENTRY Joist to sill, top plate, or girder (3)8d common Toenail 9. Observation visits to site by field representatives of architect and structural 4. Welding shall conform with the latest edition of the AWS specifications. use Rim joist, band joist,or blocking 1. Provide WCLIB or WWPA grade marked Douglas Fir structural lumber. engineer do not include review of construction means and methods or special E70XX electrodes. All welding shall be continuously inspected by independent Provide air dry lumber with a 19% maximum moisture content. Moisture and continuous inspections. observations are solely for the purpose of to top plate, sill or other 8d common 6" o.c., toenail SCALE: inspector approved by building department. framing below content may be measured just prior to placement in structure. determining if contractor understands design intent conveyed in contract DRAWN BY: S.P 5. All steel members connecting to or supporting wood framing shall have 5/8" 2. Provide structural lumber of the following classifications and grades unless documents. observations do not guarantee contractor's performance and are 1"x6" subfioor or less to each joist (2)8d common Face nail diameter threaded studs at 24-inches on center typ. U.N.O., attached with a noted otherwise: not to be construed as supervision or inspection of construction. 2" subfloor to joist or girder (2)16d common Face nail JOB NO: AMS89 3/16" fillet weld all around (min). MEMBER GRADE Joist to band joist or rim joist (3)16d common End nail CONCRETE Rafters and joists No. 2 Bridging or blocking to joist, (2)8d common Each end, SHEET N 1. all concrete work to conform to cbc chapter 19. rafter or truss toenail p 4x beams, headers and stringers No. 1 2. perform concrete work in compliance with aci 301. Beams, headers and stringers larger than 4x No. 1 WOOD STRUCTURAL PANS, SUB FLOOR, ROOF AND INTERIOR 3. provide normal weight aggregates of natural sand and rock complying with Posts No. 1 WALL SHEATHING TO FRAMING AND PARTICLEBOARD WALL astm c33 (aggregate size). Wall stud and plates No. 1 SHEATHING TO FRAMING(a) S - 1 Blocking Stud Grade 3/8"-1/2" 6d common 6" edge 4. provide portland cement conforming to astm c150, type ii. do not use concrete g g or rout containing chlorides. 19/32"-3/4" 8d common 12" intermediate g g 3. Treat structural lumber bearing on concrete or masonry with preservative 5. provide normal weight concrete145( pcf) with proven shrinkage characteristics complying with CBC 2303.1.8 Provide fire-treated lumber complying with CBC 7/8"- 1/4" 10d common supports 2303.2 where indicated on the architectural plans. Provide hot dipped Community Development Department Planning Division—Cupertino CVPE Ti o APPROVED AMS Ca e D I R-2021-014 Application Number(s) Design Ap r va I Body: Director/ Staff Ap rtltvaI Date 08/17/21 4010 Moorpark Ave, Signature Jeffrey Tsumura 1 2 3 4 Suite 101 ,San Jose,CA Case Manager (415)254-2634 LANDING-5"CONCRETE SLAB-ON-GRADE LANDING-5"CONCRETE SLAB-ON-GRADE armin@amsdesignllp.com w/#4 @18"O.C. EACH WAY OVER 2"SAND/10 w/#4 @18"O.C. EACH WAY OVER 2"SAND/10 MIL. BARRIER/4"DRAIN ROCK WITH NO FINES MIL. BARRIER/4"DRAIN ROCK WITH NO FINES STAMP: 6'-3" 5'-2" � 2 2 C_ nL QRQFES& B5/8X24 — HDU4 SB5/8" "X24 — — SB5/8"X24" �0 ROOR q! A SB5/8"X24" " " SB1"X30' I I I I I I I I I I I I I I I I I I I I I I u, a No.C83059 — m 3 I I I I I I I I I I I I I I I I I I 41 I I I I I I I 1 I 09/30/22 SF-1 I I I I I I I I I I I I I I I SF�1 I I I I I I I I I SB5/8"X24" I I I j I I I I I I I I I I I I I LO o CIV1L o I I I dI L I I I I I I I I I I I I I N 1 1 1 1 1 1 1 1 2 q pF CAUFOQ� I I I =1 0 I I I I I I I I I I I I I I I I I I I I I I SF-1 LANDING-5"CONCRETE SLAB-ON-GRADE I 1 1 00 1 B1"Xi30" I 1 1 I� U) 1 1 1 I w/#4 @18"O.C. EACH WAY OVER 2"SAND/10 I 1 1 xi- I r LL I I I I I I I I I 1 r> I I I 1 1 1 1 1 I MIL. BARRIER/4" DRAIN ROCK WITH NO FINES I I I NI I I I I I I I I I I I I I I I I I I I I I I -1 I I I I I I I I I . Qb 0 SB5/8"X24" ' / / / / / / / / C SEE 1/SF-2 SEE 8/SF-1 SEE 1/SF-2 SEE 8/SF-1 SEE 1/SF-2 SEE 1/SF-2 ——— —SB5/8"X24" w --------- - V _ U SEE 8/SF-1 z —— 2X8 — 16" O.C. —- - FLOOR JOIST——— Q � Q 6 SF-1 SF-1 _ 3 LLI 6 SF-1 ----------- w BCD SF-1 Cl) SEE 1/SF-2 NLl- z J U r= U U Q z0 oz wF__ w 0 ow 0 Q0 U w N a_ SHEET TITLE: FOUNDATION PLAN FOUNDATION NOTES: REV: DATE: 1. THE TYPE OF THE NEW FOUNDATION SHALL MATCH THE EXISTING AND THE THICKNESS AND WIDTH OF THE NEW SLAB AND FOOTINGS REVO 05/28/2021 SHALL NOT BE LESS THAN THE EXISTING FOUNDATION. CONTRACTOR TO VERIFY IN THE FIELD THAT EXISTING FOUNDATION IS CONVENTIONAL AND NOT A PIER AND GRADE BEAM FOUNDATION. 2. FLOOR SHEATHING SHALL 23/32" APA RATED STURD-I-FLOOR T&G WITH MIN. SPAN RATING 24, BLOCKED UNDER ALL EDGES. PROVIDE 10d COMMON NAILS @ 6" o.c. EDGE NAILING (ALSO ON FLOOR BEAMS), 10d COMMON NAILS @ 4" O.C. BOUNDARY NAILING, AND 10d 1„_ COMMON NAILS @ 10" o.c. FIELD NAILING. GLUE TO FLOOR JOISTS. SCALE: 4 —1 -0„ INSTALL WITH FACE GRAIN PERPENDICULAR TO JOISTS. DRAWN BY: S.P EXISTING FOUNDATION JOB NO: AMS89 SHEET NO: NEW FOUNDATION S -2 Community Development Department Planning Division—Cupertino co APPROVED AMS Ca a# DIR-20211-14 Application Number(s) Design Ap orc va I Body: Director/Staff Ap rova I Date 08/17/21 4010 Moorpark Ave, SI na ure Jeffrey Tsumura 1 2 3 4 Suite 101 ,San Jose,CA Case Manager (415)254-2634 armin@amsdesignllp.com M Dcu"), C11 Dcu'l)) STAMP: 6'-3" 5'-2" A ko fESSI H U2 HDR1 X8 HDU4 DU4 HDU4 HDU4 I Ip4f8 I I I HDU1I �I 1 1 41 Uj < No. R CO8O3R059�I I I I I I I I I I I I I I I I I I I I 09/30/22 I I I I I I I I I I I I I I I I I I I I HDU4 OFIVI I I I I I Du`)) I I N ,❑Iq I I I I I I I I I D r I I I I I I 61 11 I I I �� P21 I I I I IP1 I I I I I I I I I 1.5"Xd.25"J.2E PtL I I I 14x8 F 2 FB I 13.5"Xo 1.25-1 2.2EIPSL I I I U I I I I "X11�87"2j2E P L I I I _ P3 1 1 1 1 1 1 1 1 1 1 1 I I 1 1 1 1 1 IM N o col I I II I I I I I I I I I I I I I I I I I I HDu2 4x12Cn I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I HDR1 I I I I I I I 1 4x8 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I to I W HIDu4 X 0. F0 V J 30 I I I I I I I I I I I I I I I I I I I HDU4 z I I I I I I I I I I I I I I I I I I I Uj I I I I I I I I I I I I I I I I I I I I? Q I I I I I I I I I I I I I I I I I I FP7 ❑ Q I I I I I I I I I I I I I I I I I I 4P<4 I - - - - - - HDU4 W �^ I I I I I I I I I I I I I W, I I I I I I I I I I I I I I I I I I I I X P4 I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 0D 2 B4X10 I I I I I I I I I I I I I I I I I I F_� I I I I I I I I I I I I I I I I I I I I I I I I I I I II I fB4 I I I - - - - - z I I I 4X14 I LL! P6 P6 ❑ I g J 4X4 4X4 I U I I I I I I I I I I I I I I I I I I I I I I I U U I Q I I I z O I I I Q z w N LU Uj o 0�0 C) cv U I w I � I 0 I I SHEET TITLE: I I I I I CEILING PLAN ❑ ; NOTES: I I --------------------------------- 1. CEILING JOISTS U.N.O. : 2x6 D.F. NO.1 @ 24" O.C. W/LUS26 MAX. 12' 2x8 D.F. NO.1 @ 24" O.C. W/LUS26 MAX. 16' REV: DATE: 2. HEADERS U.N.O. : REVO 05/28/2021 HDR: 4x8 MAX. 8' SPAN 3. ALL POST TO BEAM AND BEAM TO POST W/ PCZ/EPCZ CONNECTION 4. STUD WALLS: 2X4 @ 16" O.C. MAXIMUM TOP PLATE 10' 2x6 @ 16" O.C. MAXIMUM TOP PLATE 14' SCALE: 4 5. CONTRACTOR TO VERIFY ON SITE THE EXISTING FLOOR JOISTS TO BE 2x12. IF THE EXISTING DRAWN BY: S.P FLOOR JOISTS IS DIFFERENT, HE SHOULD CONSULT WITH THE FOR FOR ALTERNATIVE SOLUTION. JOB NO: AMS89 ® 4x4 DF. NO. 1 SHEET NO: ® 4x6 DF. NO. 1 4x8 DF. NO. 1 Community Development Department Planning Division—Cupertino CVPE Ti o APPROVED AMS Ca e D I R-2021-014 Application Number(s) Design Ap r va I Body: Director/Staff Ap rtDva I Date 08/17/21 4010 Moorpark Ave, Signature Jeffrey Tsumura 1 2 3 4 Suite 101 ,San Jose,CA Case Manager (415)254-2634 armin@amsdesignllp.com CM o STAMP: � N M � ' I I 6'-3" 5'-2" I I I QRp4 ESSIp�Y A H 1 I I I I I HDU4 HDU4 HDU4 HDU4 QUO hsRpgR� q�� c ��I I I I I HDU1 � A-1 A-2 � � 2 I I I I u, < No.C83059 m I I I HDU4 ��q CIV1L � I a co OF CAUF� s I I I I I I I I 4 -- -------- I I I - - - - - - - - - - - - - ------- I I I I HDU11 SD-2 I I I HIX&— I I---------------- ----------- o I I I I I I I I I I I i II II I I I I II I I I II I I I I HIpU4 I I I I ' w W I II N I I I U `� I I I HDU4 z Q II I I 2 Z W I TR1 - SD-2 I � _ I �I 14x6 I I Zo`o Q P7 II I I I Q I 4X4 I II I I I HDU4 � �^ II I I I v, II I I I W B I II I I I _jI I I I I I I I I l i I I I z 0 I LU I I J U I I I I I I I I I I I I I I I I I I I I I --- I U U I I Q z0 I � Q z w U N w Uj o CN C) N U I w I 3 I 0 I I SHEET TITLE: I I I I I ROOF PLAN El I --------------------------------- REV: DATE: NOTES: REVO 05/28/2021 -------------------- -F-1 1 . ROOF RAFTERS U.N.O. : 2x6 D.F. NO.1 @ 24" O.C. W/LUS26 MAX. 10' 2. ROOF SHEATHING SHALL BE 15/32" WITH A SPAN RATING OF 24/0, UNBLOCKED, w/ 10d COMMON NAILS @ 6" O.C. EDGE & BOUNDARY NAILING AND 10d COMMON NAILS@ 12" O.C. FIELD NAILING. INSTALL WITH FACE GRAIN PERPENDICULAR TO RAFTERS. SCALE: 4 3. ALL POST TO BEAM AND BEAM TO POST W/ PCZ/EPCZ CONNECTION DRAWN BY: S.P 4. STUD WALLS: JOB NO: AMS89 2X4 @ 16" O.C. MAXIMUM TOP PLATE 10' 2x6 @ 16" O.C. MAXIMUM TOP PLATE 14' SHEET NO: S -4 Community Development Department HOOK Planning QDipvisRionn —nCupertino DETAILING �A OR G CVPE Ti o FOF� r3P#4' # nc Y O Y (D �DIMENSIONO AMS Ca F121INK�480 24 n d • d D • O � O � b O O O b DZ CONTINUOUS CS16 W/BLOCKING ApplicationNumber(s� 2 Q 60 2 Q 6'0 I � 4d DOUBLE CONTINUOUS ROOF — Design b b 90° 180° O b RAFTER w/EDGE NAILING MIN. W/2 BEYOND OPENING qq� A OR G OR 2 2' min. Ap r va I Body: Di�e�to /Sta'kF• •� �z • � Z z 0 Z 2 Z 2"or 3" O.C. Nailing For Structural Shear Wall A r val Date H06/17 1 BAR SIZES D=FINISHED INSIDE BEND DIAMETER 4010 Moorpark Ave, p Z 0 w Z O w . . . . . . . . . . . . . . . . . . Panels Per Structural Plans J UJ Q J (n m J (n m SI na Ure Jef e „ sugura I Z Z STANDARD HOOKS STIRRUP/TIE HOOKS % Suite 1 01 ,San Jose,CA Q W �' Q W �' DOUBLE 2X HEADER ' W CalVlad ger W jb d #3,#4,#5 6db bW �_ W �_Do Do b HANGER #6,#7,#8 6db 6db ' go. 135� 135' (415)254-2634 #9,#10,#11 8db 8db NAIL SPACING PER armin@amsdesignllp.com db= NOMINAL BAR DIAMETER STRUCTURE PLANS OPEN DIMENSIONS OF STANDARD DIMENSIONS OF STANDARD STAMP: BAR 180' HOOKS, ALL GRADES 90° HOOKS, ALL GRADES ROW MIN. FROM STIRRUP HOOK (TIE BENDS SIMILAR) SEISMIC STIRRUP/TIE SIZE 1; !• FIRST ROW OF NAILS ° AORB J D AORG D BAR 90° 135° 135 SEISMIC HOOK SIZE D A OR G #3 5" 3" 2 1/4" 6" 2 1/4" OQRQ4 ESS/py� A OR G APPROX.H SIZE D A OR G APPROX.H CENTER LINE 3/8" MIN. FROM #4 6" 4" 3" 8" 3" OF PLY BRK. CENTER OF PLY BRK. 22 #3 11/2" 4" 4" 21/2' #3 11/2 41/4" 3 .° °. �: '•'• :� c7 #5 7" 5" 3 3/4" 101, 3 3/4" u, a No.C83059 m #4 2" 4 1/2" 4 1/2" 3" #4 2" 4 1/2" 3" 09/30/22 #6 8" 6" 4 1/2" 1'-0" 4 1/2" 2X BLOCKING DOUBLE CONTINUOUS ROOF Spa ce panel edges inch. Reduce #5 2 1/2" 6" 5 1/2" 3 3/4" #5 2 1/2" 5 1/2" 3 3/4" : . p g 11 #7 10" 7" 5 1/4 1'-2" 5 1/4" RAFTER w/EDGE NAILING ClVi1. OQ� :� NOTE • '` spacing between lines of nails as necessary to #6 4 1/2" 1'-O" 7 3/4" 4 1/2" #6 4 1/2 7 3/4 4 1/2 #8 11 8" 6" 1'-4" 6" 1 Row of Staggered Nails at Panel Top& maintain a minimum of 3/8-inch from plywood OFCAUF #7 5 1/2" 1'-2" 9" Bottom Edges 2" or 3" O.0 Nailing For panel edges to minimize plywood panel tear 5 1/4" #7 5 1/4" 9" 5 1/4" #9 1'-3" 11 3/4" 9 1/2" 1'-7" 9 1/2" Structural Shear Wall Panels Per Structural out. #8 6" 1'-4" 10 1/4" 6" #8 6" 10 1/4" 6" #10 1'-5" 1'-1 1/4" 10 3/4" 1'-10" 10 3/4" Plans NOTE:SEE ACI 318-14 &318R-14 9 REINFORCEMENT DETAIL 4 OPENING IN ROOF OR FLOOR 3 SAEAR WALL NAILING SD-1 SD-1 SD-1 w�2X EACH SIDE AND r , CONT. PLYWD.SHIM 2x KING STUD FULL HEIGHT W/16d @12"o.c. EACH, � SIDE STAGGER Z 000_ = 0 2X BLOCKING Q SIMPSON A35 AT OPENING WIDER THAN 8'-0" WIDTH SAME AS STUD WIDTH CL SPLICE @ CL SPLICE @ rn LOWER PLATE UPPER PLATE Uj SOLID BUILD-UP I I I (2) 16d MIN. (ADD (2) 16d - (AT OPENINGS UP 4'-0� W CMSTC16 STRAP ABOVE _ SIMPSON FOR EA. 2" OF ADDITIONAL TO 6'-0"ONLY) E.N. E.N. & BLW OPENING. 2 HEADER DEPTH) ENTIRE S.W.) OF SPLICE H SIDE EACH SSIMPSIDE MSTI26 HEADER(SOLID,BUILT UP PER SCHEDULE SEE PLAN FOR OPENING (1)2x THRU STUD (USE U.N.O. ON PLANS) SHEAR MATERIAL Z o Z (2)2x THRU STUDS AT q LJJ OPENING WIDER THAN Q 2x TRIMMER HEADER SCHEDULE 16d@16"o.c. U 6'-0")W/SIMPSON A35 (2)2x TRIMMER AT OPENING TOP AND BOTTOM WIDER THAN 6-0") . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . OPENING MIN. NOMINAL HEADER"D" 16d @12"o.c. STAGGER WIDTH MAX. NON-BEARING BEARING 4X BLOCKING 2x WINDOW SILL WHERE OCCURS (2)2x SILL AT 4'-0" 4" 6" OPENING WIDER THAN 4'-0" 6'-0" 6" 8" PROVIDE STUD 8'-0" 8" 101, BELOW SPLICE 2x STUDS @16"O.C., U.N.O. Q 10'-0" 10" 12" ( ' 12'-0" 12" 14" v Q ^ z0 8 TYPICAL STUD WALL FRAMING @ OPENING DETAIL 5 OPENING IN SHEAR WALL 2 MINIMUM TOP PLATE SPLICE DETAIL TYPICAL LU — W � S D-1 SCALE 1.,= 1' S D-1 SCALE 8"= 1' �D- cn o cD W o � N U MSTC40 BEARING WALLS AND PARTITIONS ` PLANS AS LU CV OCCURS C � NON-BEARING O ALLOWABLE BORED HOLE 60% OF STUD PARTITIONS SIN WIDTH ONLY WHERE EACH BORED STUD FLUSH BEAM 24" 24" IS DOUBLED PROVIDED NOT MORE THAN - TWO SUCH SUCCESSIVE STUDS ARE BORED ALLOWABLE CUT OR NOTCH -'N DEPTH IN 40% OF WIDTH SHEET TITLE: - TOP PLATE ALLOWABLE BORED HOLE POST, SEE PLAN (1)#4 40% OF ANY STUD o 5/8" MIN. EDGE CLEARANCE —� FOOTING REINFORCEMENT STUDS STRUCTURE 10 N W o NO BORED HOLES LOCATED @SAME DETAILS OF STUD WHERE CUT OR NOTCHED 0 SINGEL BAR RAINFORCEMENT 5/8" MIN. EDGE CLEARANCE 1 2" ALLOWABLE CUT OR NOTCH o '" W FLUSHED BEAM DEPTH IS 25% OF STUD WIDTH REV: DATE: WHERE HOLES ARE OVER 1/3 PLATE C OF STRAP & FACE OF POST WIDTH USE G.I. 1 12"x16 GA x12" �, LONG EACH SIDE W/(5)/8d EACH END z'VERTICAL BEND NO BORED HOLES LOCATED MSTC40 U.N.O. REVO 05/28/2021 UPPER PLATE AS OCCURS (2)#5 24" IN 24" 24" IN AT THE SAME SECTION OF THE i STUD WHERE CUT OR NOTCH 2" MIN. DIM W/NO DRILLED HOLES BORDER HOLE 1 7/16"o MAX. IN NOTCHES OR SLOTS IN THE AREA BEARING WALL 2 3/16" MAN IN NON-BEARING WALL L/3 L/3 L/3 (4)#5 D D/3 - TOP PLATE ro 5/8" MIN. EDGE CLEARANCE �� 0 \ SCALE: DROPPED BEAM N O O O STUDS w/PLYWD. E.N. DRAWN BY: S.P 10 � / — Wall REINFORCEMENT 7/8" MAX. @ LOAD BEARING WALL >< D D D D KING STUD JOB NO: AMS89 i � 1' 13/16"@NON-BEARING WALL MAX.NOTCHD 2X STUDS @ 16"O.C. DRILLED HO OR LE COMBINED ALLOWABLE NOTCH IS SHEET NO: 1 2' PERMITTED S (D/6) (D/6) ONE SIXTH DEPTH OF MEMBER POST, SEE PLAN tj NOTE: HOLES,NOTCHES AND SLOTS ARE NOTTO BE LOCATED ONE SIXTH OF MULTI BAR RAI NFORCEMENT ADJACENT TO UNSOUND OR LOOSE KNOTS.PREFERRED LOCATION OF RAFTER DEPTH DROPPED BEAM NOTCH IS AT TOP OF MEMBER. SD - 1 7 FOOTING&WALL CORNER 6 CUTTING,NOTCHING & BORING 1 BEAM STRAP SD-1 SD-1 SD-1 Community Development Department 2X @ 24" O.C. Planning Division—Cupertino ROOF RAFTER PER CVPE Ti o APPROVED OOF SHEATHING PLAN W/H2.5A AMS Ca a DIR-2021-014 PER PLAN Application Number(s) S.A.D Design Ap r IIval Body: Director/ Staff (9)16d,TYP. A rt�val Date 08/17/21 B.N. 4010 Moorpark Ave, p I SI na ure Jeffrey Tsumura o - Suite 101 ,San Jose,CA Case Manager bo c 2X BLOCKING@ 48"O.C. (415)254-2634 A35 PER S.W.S W/(8)16d COMMON NAILS AT EACH END armin@amsdesignllp.com 2X DOUBLE TOP PLATE 2X @16"O.C. LOAD STAMP: BEARING WALL SHEAR WALL PER PLAN BEAM/HEADER QROEESSI, WHERE OCCURS 2 w a No.C83059 m 09/30/22 4 SHEAR TRANSFER @ ROOF s�q C'v„ S D- CA��F SEE 6/SD-2 FOR HAND RAIL CONNECTION SLOPE AWAY p W B.N. U) U A35 PER S.W.S 7 E.N. Q L DECK JOIST PER PLAN —� SHEAR WALL Z W K PER PLAN Q 0 BEAM HEADER Uj I�' I WHERE OCCUR W 4x POST @48" O.C. max. RIM JOIST 3 SHEAR TRANSFER w Q J SD-2 U A ---],A $"TREATED ROD HDU4 PROVIDE JOIST w/3"x4"WASHER,TYP. EACH SIDE OF JOIST o ROOF SHEATHING PER ROOF RAFTER ° HDU4 PLAN PER PLAN _ (2)SDS22600 C o B.N. M U U RIM JOIST DOUBLE FLOOR JOIST Q USE WEB FILLER IF TJI SECTION A - A Z_ O E.N. Q Z BLOCKING 4x POST SHEAR WALL @ MAX 4'O.C. w @48" O.C. max. PER PLAN D :-�H2.5A U)LUW35 PER S.W.S 0 ^ RIM JOIST Q I— N B 8"TREATED ROD JB — 2x LEDGER w/(2)SDS25300 U N w/3"x4"WASHER,TYP. TO EACH STUD W (2)SDS22600 8"TREATED ROD C° w/3"x4"WASHER,TYP. 2x BLOCKING CEILING JOIST SHEET TITLE: y @ (2)JOIST BAYS w/LUS HANGER,TYP. RIM JOIST 2x BLOCKING BEAM HEADER @ (2)JOIST BAYS WHERE OCCUR SECTION B - B STRUCTURE 6 2 GUARD RAIL SHEAR TRANSFER @ ROOF DETAILS SD-2 SD-2 REV: DATE: REVO 05/28/2021 SIMPSON ST2115 (@JOIST) LRU28Z B.N. B.N. FLOOR SHEATHING ROOF RAFTER PER PLAN PER PLAN ROOF SHEATHING DECK JOIST @ 16"O.C. p B.N. SCALE: PER PLAN w/HANGER TO �AMQ B.N. DRAWN BY: S.P RIDGE BEAM JOB NO: AMS89 PER PLAN 2x @BLOCKING LUS210 SHEET NO: w/(2)16d @ 6"O.C. TIMBER BEAM SEE PLAN 5 BALCONY FRAMING TYPICAL RIDGE BEAM CONNECTION SD -2 S D-2 S D-2 Community Development Department Planning Division—Cupertino SHEAR WALL DAMS C)" TI o APPROVED PER PLAN Ca e D I R-2021-014 ApplicationNumber(s) POST PER PLAN SILL NAILING PER S.W.S. ADDITIONAL 2X BLOCKING Design (16d @6"O.C.AT NON- UNDER POSTS AND Apr Va I Body: Director/Staff 2XBLOCKING U.0.N.3/4"T&G SHEARWALL LOCATION) FLOOR SHEATHING p WHERE REQUIRED BY S.W.S. p A r va I Date 08/17/21 @OPENING N FLOOR SHTHG 10d @4" O.C. B.N. 4010 Moorpark Ave, SI na ure Jeffrey Tsumura 2x RIM JST. E.N. Suite 101 ,San Jose,CA Case Manager A35 @24" U.N.O. 415 254-2634 PER S.W.S. ) E.N. armin@amsdesignllp.com PBS POST BASE 2X@16"O.C.FLOOR 3X P.T. SILL 2X FLOOR JOIST JOIST,TYP W/A.B. PER S.W.S. T D° (2) STAMP: z 00 ° SLOPE � D a 57 z i�/\x o OQRpFESS/py� D bo VERT.#4 BAR @18"O.C. ° /\ a No.C83059 �///�//// TIE,ALTERNATE BEND D * 09/30/22 D ° D Clv1�- ° #4 @12" O.C. � �CAUFO D D.° - 00 e0 4 4 #4@6" O.C. D o.D. p p EACH WAY yy{F o (3)#4 D P ° ° D _ o CV It #4 @18"O.C. • • D SEE PLAN °CT) ° MIN.18" 6 FOUNDATION AT POST U.N.O. SF-1 3 EXTERIOR FOOTING w SF-1 () U Q Z z W -E SHEAR WALL (N) FOOTING ° ° L' PER PLAN ADDITIONAL 2X BLOCKING Q ° o P UNDER POSTS AND WHERE REQUIRED BY S.W.S. ° D P 5 DRILL 3/4"Q1 SILL NAILING PER S.W.S. Uj HOLE &EPDXY (16d @6"O.C.AT NON- 2X BLOCKING @4'-0"O.C. 5 w #5 BAR W/SIMPSON SHEARWALL LOCATION) FLOOR SHEATHING G ° D° AT-XP PER ICC 10d @4" O.C. B.N. 2X FLOOR JOIST FLOOR JOIST PER PLAN ° ESR-2508 TYP. E.N. w/HANGER U-HANGER TYP. °D: P ° 2x RIM JST. (2)#5 BARS, ~ Z 4x BEAM LTP4 EACH SIDE T&B. D °' W D MUD SILL PER PLAN A35 @24" U.N.O. w/A.B. f AAX 12" FROM TOTAL 4 ° PER S.W.S. U EDGE ° E E.N. D 5"— (E) FOOTING W/A.B. PIER S.W.S.LL > D [ •a e• •a i •a333 G 3 z a 5% SLOPE ° - � < ao 24" *NOTES: i�/\\ P (2)#4 .E 13HE EPDXY USED SHALL BE THE SIMPSON AT-XP 8 6" min ACCESS OPENING 6"min (N) FOOTING ° [ESR-2508]. INSTALL PER MANUFACTURER'S ° RECOMMENDATIONS. Z ° U (E)FOOTING g SAW CUT D 5"� s 2.0NLY NON-REBAR-CUTTING DRILL BITS SHALL BE USED TO ° �\ ` U DRILL /a"O DRILL HOLES IN EXISTING CONCRETE. CARE IS TO BE TAKEN VERT. #4 BAR @18"O.C. HOLE &EPDXY TIE,ALTERNATE BEND D ° #5 BAR W/SIMPSON WHEN DRILLING HOLES SO AS NOT TO CUT ANY EXISTING i AT-XP PER ICC Z 7 REINFORCING. O #4 @12"O.C. — 7 / // // i j/ // /j ESR-2508 TYP. &DRILL HOLES SHALL BE CLEANED OF CONCRETE DUST AND p D � (2)#5 BARS, °D DEBRIS USING EITHER A NYLON BRUSH AND A VACUUM, OR A CO W T&B. p D D NYLON BRUSH AND OIL-FREE COMPRESSED AIR. L.L m c 4.DISTANCE FROM CENTER LINE OF BOLTS EMBEDDED IN (3)#4 p ° D N W w _E EPDXY GROUTED HOLES TO EDGE OF EXISTING CONCRETE (E) FOOTING SHALL BE AT LEAST 2 1/2". #4 @18"O.C. • ° Q MIN.15" � N U U.N.O. U CN 8 STEM WALL ACCESS DETAIL 5 (N)FOOTING TO (E)FOOTING 2 EXTERIOR FOOTING W O SF-1 SF-1 SF-1 � aSHEAR WALL PER PLAN SHEET TITLE: HDU HOLD DOWN W/SB ANCHOR SHEAR WALL D HDU HOLD DOWN W/SB ANCHOR BOLT W/THREADED ROD AND PER PLAN BOLT W/THREADED ROD AND COUPLING IF NEEDED. WHERE COUPLING IF NEEDED.WHERE ADDITIONAL 2X BLOCKING OCCURS OCCURS UNDER POSTS AND SILL NAILING PER S.W.S. WHERE REQUIRED BY S.W.S. ADDITIONAL 2X BLOCKING (16d @6"O.C.AT NON- SILL NAILING PER S.W.S. UNDER POSTS AND MIN.2X10 LEDGER FOUNDATION (2)SDS 0.25X3.5 SHEARWALL LOCATION) 2X BLOCKING @4'-0"O.C. (16d @6"O.C.AT NON- WHERE REQUIRED BY S.W.S. @6.0"STAGGERED SHEARWALL LOCATION) 2X BLOCKING @4'-0"O.C. DETAILS TO BLOCKING 10d @4" O.C. B.N. FLOOR SHEATHING 2X FLOOR JOIST 10d @4" O.C. B.N. FLOOR SHEATHING O 2X RIM JOIST E.N. A35 @24" U.N.O. 26 GA. GALV FLASHING E.N. PER S.W.S. 0 5"SLAB w/#4 @18"O.C. 2x RIM JST. -6"O.C.- SHEAR WALL EACH WAY WHERE OCCURS o PER PLAN a 2/o SLOPE REV: DATE: A35 @24" U.N.O. D PER S.W.S. °• • o REVO 05/28/2021 FLOOR FLOOR D ° D D o 2X FLOOR JOIST LUS208 SHEATHING SHEATHING ° (2)#4 FLOOR SHEATHING 3X P.T. SILL oo B.N. MIN.2X10 BLOCKING W/A.B. PER S.W.S. D /� /i /i /i /i< OR RIM JOIST LUS28 (E)FLOOR JOIST LUS28 B.N (E)FLOOR JOIST EXPANSION JOINT 87 D (N)2X FLOOR • 3X P.T. SILL ° o JOIST@16"O.C. W/A.B. PER S.W.S. min.2X BLOCKING min.2X BLOCKING D (N)2X LEDGER E.N. OR RIM JOIST OR RIM JOIST VERT.#4 BAR @18"O.C. W/(2)SDS25312P <\ @6.0"STAGGERED N 2X LEDGER TIE,ALTERNATE BEND VERT.#4 BAR @18"O.C. D / SCALE: JFt (N)2X LEDGER W/(2)SDS25312 TO BLOCKING W/(2)SDS25312 TIE,ALTERNATE BEND D � co @6.0"STAGGERED 00 @6.0"STAGGERED 00 _ #4 @12" O.C. DRAWN BY: S.P — — TO BLOCKING — #4 @12" O.C. C TO BLOCKING_ C (E)FOOTING E (E)FOOTING — E (E)FOOTING — g ° D _ JOB NO: AMS89 o 6" min. V.I.F 6" min.V.I.F PAD GRADE (3)#4 p PAD GRADE / / /\ PAD GRADE / / / • �• (3) °° D D g N SHEET NO: #4 @18"O.C. #4 @ 18" O.C. • IN.18" PM D E E U.N.O. <V CV MIN.18" ' U.N.O. —12" min.V.I.F— —12" min.V.I.F— 4 INTERIOR FOOTING 1 PERIMETER FOOTING 7 (N)JOIST TO (E)FOOTING SF-1 SF-1 SF-1 Community Development Department Planning Division — Cupertino -CUPERTINO APPROVED AMS DESIGN LLP. Case# DIR-2021-014 4010 Moorepark Ave, Suite 101, Application Number(s) San Jose, CA armin@amsdesignllp.com Approval Body: Director/Staff 415 254 2634 Approva I Date 08/17/21 Signature Jeffrey Tsumura Case Manager CALCULATION PACKAGE QPOFESS/p�, w ¢ No.C83059 Z m 09/30/22 cjw- Armin Masroor Shalmani,PhD,PE 1 Community Development Department Planning Division — Cupertino -CUPERTINO *VPWI Vff Content Case# D I R-2021-014 Application Number(s) Approva I Body: DireciWo PtAVSUMPTION PAGE 4 Approva I Date 08/17/21 Signature Jeffrey TsumRrTaICAL (GRAVITY) LOADING PAGE 11 Case Manager LATERAL PAGE 305 FOUNDATION PAGE 526 CANOPY PAGE 565 2 Community Development Department Planning Division — Cupertino -CUPERTINO APPROVED Case# D I R-2021-014 Application Number(s) Approval Body: Director/Staff Approva I Date 08/17/21 Signature Jeffrey Tsumura Case Manager LATfcRA era 3 91 F O R T E CM JOB SUMMARY REPORT AMS89-22686 Medina Ct ROOFl aer Name Results Current SoluYtiion Comments —�ri7TTiQrfl eC1 1 ce�'6 F No.2 @ 24"OC PlanningVvj!&on — Cup r4ti1'PDb)4x6DF No.1 C UP Fii't E) 1 piece(s)4 x 6 DF No.1 CEILINGI&FLOOR2 C 12 er Name s - Current Solution Comments FB1 Applica�Wslymber(s) 1 piece(s)7"x 11 7/8"2.2E Parallam®PSL FB2 Passed 1 piece(s)3 1/2"x 11 1/4"2.2E Parallam®PSL A Blutl I rec e aff 1 piece(s)5 1/4"x 18"2.2E Parallam®PSL A Pova I Date s d 1 piece(s)4 x 14 DF No.1 CBI Passed 1 piece(s)4 x 12 DF No.l SI 1 ttF No.l P2 Passed 1 piece(s)3 1/2"x 9 1/4"2.2E Parallam®PSL P3 Passed 1 piece(s)4 x 4 DF No.1 P4 Passed 1 piece(s)4 x 10 DF No.1 PS Passed 1 piece(s)4 x 8 DF No.1 P6 Passed 1 piece(s)4 x 4 DF No.1 HDR1 Passed 1 piece(s)4 x 8 DF No.1 FJ1 Passed 1 piece(s)2 x 12 DF No.1 @ 16"OC FJ2 Passed 1 piece(s)2 x 12 DF No.1 @ 16"OC F33 Passed 1 piece(s)2 x 12 DF No.1 @ 16"OC P7 Passed 1 piece(s)4 x 4 DF No.1 ROOF2 Member Name Results Current Solution Comments TRl IPassed 1 1 piece(s)3 1/2"x 11 1/4"2.2E Parallam@ PSL ForteWEB Software Operator Job Notes 5/25/2021 5:41:53 AM UTC samira Samira AMS Design ForteWEB v3.2 (415) 54-2634 A File Name:AMS89-22686 Medina Ct spoorparsrs@yahoo.com Weyerhaeuser @yah Page 1/21 4 ® FORTE CM MEMBER REPORT PASSED ROOF1, RR 1 piece(s) 2 x 6 DF No.2 @ 24"OC Community Development Department Planning Division — Cupertino Slcped Length: 12'81','1 CUPERTINO APPROVED Case # DIR-2021-014 Applica'.tip-N•errrrh�•�•r(-�) i7 Approva I Body: Director/ Siaff Approva I Date 08fi 7/21 : Signature Jeffrey Tsumura 10' Case Manger ❑ All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Member Length:12'10 11/16" Design Results Actual @ Location Allowed Result LDF Load:Combination(Pattern) System:Roof Member Reaction(Ibs) 472 @ 10'5 1/4" 3459(3.50") Passed(14%) 1.0 D+1.0 Lr(All Spans) Member Type:Joist Shear(Ibs) 319 @ 9'10 5/16" 1238 Passed(26%) 1.25 1.0 D+1.0 Lr(All Spans) Building Use:Residential Building Code:IBC 2018 Moment(Ft-Ibs) 863 @ 5'2 3/4" 1060 Passed(81%) 1.25 1.0 D+1.0 Lr(Alt Spans) Design Methodology:ASD Live Load Defl.(in) 0.319 @ 5'3 9/16" 0.539 Passed(L/406) 1.0 D+1.0 Lr(Alt Spans) Member Pitch:4/12 Total Load Defl.(in) 0.538 @ 5'3 1/2" 1 0.719 1 Passed(L/240) 1.0 D+1.0 Lr(Alt Spans) • Deflection criteria:LL(L/240)and TL(L/180). •Overhang deflection criteria:LL(2L/240)and TL(2L/180).Upward deflection on right cantilever exceeds overhang deflection criteria. •Allowed moment does not reflect the adjustment for the beam stability factor. •A 15%increase in the moment capacity has been added to account for repetitive member usage. •Applicable calculations are based on NDS. Bearing Length Loads to Supports(Ibs) Supports Total Available Required Dead Roof Live Total Accessories 1-Beveled Plate-DF 3.50" 3.50" 1.50" 148 210 358 Blocking 2-Beveled Plate-OF 3.50" 3.50" 1 1.50" 196 276 472 Blocking •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Lateral Bracing Bracing Intervals Comments Top Edge(Lu) 7'9"o/c Bottom Edge(Lu) 12'9"o/c -Maximum allowable bracing intervals based on applied load. Dead Roof Live Vertical Load Location(Side) Spacing (0.90) (non-snow:1.25) Comments 1-Uniform(PSF) 0 to 12'1" 24" 13.5 20.0 Default Load Weyerhaeuser Notes Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application,input design loads,dimensions and support information have been provided by ForteWEB Software Operator ForteWEB Software Operator Job Notes 5/25/2021 5:41:53 AM UTC samira Samira AMS Design ForteWEB 0.2, Engine:V8.2.0.17,Data:V8.1.0.16 (415)254-2634 spoorpars@yahoo.com Weyerhaeuser File Name:AMS89-22686 Medina Ct Page 2/21 5 ,moil FQRTE`CM PASSED R00F1,TR1 1 piece(s)4 x 6 DF No.1 Community Development Department Planning Division — Cupertino -CUPERTINO APPROVED Case# DIR-2021-014 AppIicali&wNvrrtFitr(s' 0 Approval Body: Director/Staff Approva I Date 08/17/21 1 Signature Jeffrey ■Tsumura 6'6" Case Man er 1 0 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF Load:Combination(Pattern) System:Roof Member Reaction(Ibs) 805 @ 2" 7656(3.50") Passed(11%) 1.0 D+1.0 Lr(All Spans) Member Type:Drop Beam Shear(Ibs) 635 @ 9" 2888 Passed(22%) 1.25 1.0 D+1.0 Lr(All Spans) Building Use:Residential Building Code:IBC 2018 Moment(Ft-Ibs) 1295 @ T 6 1/2" 2390 Passed(54%) 1.25 1.0 D+1.0 Lr(All Spans) Design Methodology:ASD Live Load Defl.(in) 0.074 @ 3'6 1/2" 0.338 Passed(L/999+) 1.0 D+1.0 Lr(All Spans) Member Pitch:0/12 Total Load Defl.(in) 0.129 @ 3'6 1/2" 1 0.450 1 Passed(L/629) 1.0 D+1.0 Lr(All Spans) • Deflection criteria:LL(L/240)and TL(L/180). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. Bearing Length Loads to Supports(Ibs) Supports Total Available Required Dead Roof Live Total Accessories ir 1-Stud wall-DF 3.50" 3.50" 1.50" 345 460 805 Blocking 2-Stud wall-DF 3.50" 3.50" 1 1.50" 345 460 805 Blocking •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Lateral Bracing Bracing Intervals Comments Top Edge(Lu) 7'1"o/c Bottom Edge(Lu) 7'1"o/c -Maximum allowable bracing intervals based on applied load. Dead Roof Live Vertical Loads Location(Side) Tributary Width (0.90) (non-snow:1.25) Comments 0-Self Weight(PLF) 0 to 7'1" N/A 4.9 1-Uniform(PSF) 0 to 7'1"(Front) 6'6" 14.2 20.0 Default Load Weyerhaeuser Notes Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application,input design loads,dimensions and support information have been provided by ForteWEB Software Operator ForteWEB Software Operator Job Notes 5/25/2021 5:41:53 AM UTC samira Samira AMS Design ForteWEB 0.2, Engine:V8.2.0.17,Data:V8.1.0.16 (415)254-2634 spoorpars@yahoo.com Weyerhaeuser File Name:AMS89-22686 Medina Ct Page 3/21 6 ® FORTE CM MEMBER REPORT PASSED R00F1, HB1 1 piece(s)4 x 6 DF No.1 Community Development Department Planning Division — Cupertino Slaped Length: 14'915116" CUPERTINO APPROVED Case # DIR-2021-014 ApplicAi�m-NI•trrrr6p.-P 1106-0 Approva I Body: Director/ S afF J Approva I Date 268�1 7/21 Signature Jeffrey Tsumura 2-915116" ' 11'3314" Case Man ger in 0 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Member Length:14'711/16" Design Results Actual 0 Location Allowed Result LDF Load:Combination(Pattern) System:Roof Member Reaction(Ibs) 723 @ 14'1 11/16" 3281(1.50") Passed(22%) 1.0 D+1.0 Lr(Alt Spans) Member Type:Flush Beam Building Use:Residential Shear(Ibs) 638 @ IT 8 3/8" 2888 Passed(22%) 1.25 1.0 D+1.0 Lr(Alt Spans) Building Code:IBC 2018 Moment(Ft-Ibs) 1549 @ 9'5 9/16" 2390 Passed(65%) 1.25 1.0 D+1.0 Lr(Alt Spans) Design Methodology:ASD Live Load Defl.(in) 0.250 @ 8'9 3/8" 0.574 Passed(L/552) 1.0 D+1.0 Lr(Alt Spans) Member Pitch:2.83/12 Total Load Defl.(in) 0.429 @ 8'9 7/16" 1 0.765 1 Passed(L/321) 1.0 D+1.0 Lr(Alt Spans) • Deflection criteria:LL(L/240)and TL(L/180). •Overhang deflection criteria:LL(2L/240)and TL(2L/180). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. Bearing Length Loads to Supports(Ibs) Supports Total Available Required Dead Roof Live Total Accessories 1-Beveled Plate-DF 3.50" 3.50" 1.50" 252 304 556 Blocking 2-Hanger on 5 1/2"DF beam 3.50" Hangers 1 1.50" 303 420 723 See note s •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. •At hanger supports,the Total Bearing dimension is equal to the width of the material that is supporting the hanger •s See Connector grid below for additional information and/or requirements. Lateral Bracing Bracing Intervals Comments Top Edge(Lu) 14'6"o/c Bottom Edge(Lu) 14'6"o/c -Maximum allowable bracing intervals based on applied load. Connector:Simpson Strong-Tie Support Model Seat Length Top Fasteners Face Fasteners Member Fasteners Accessories 2-Face Mount Hanger U46X SLD13 2.00" N/A 8-10dx1.5 4-10d •Refer to manufacturer notes and instructions for proper installation and use of all connectors. Dead Roof Live Vertical Loads Location(Side) Tributary Width (0.90) (non-snow:1.25) Comments 0-Self Weight(PLF) 0 to 14'1 11/16" N/A 4.9 -- 1-Tapered(PLF) 0 to 2'9 15/16" N/A 0.0 to 39.2 0.0 to 56.6 Generated from Roof Geometry 2-Tapered(PLF) 2'9 15/16"to 14'1 11/16" N/A 0.0 to 73.5 0.0 to 113.1 Generated from Roof Geometry Weyerhaeuser Notes Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application,input design loads,dimensions and support information have been provided by ForteWEB Software Operator ForteWEB Software Operator Job Notes 5/25/2021 5:41:53 AM UTC samira Samira AMS Design ForteWEB 0.2, Engine:V8.2.0.17,Data:V8.1.0.16 (415)254-2634 spoorpars@yahoo.com Weyerhaeuser File Name:AMS89-22686 Medina Ct Page 4/21 7 ,iodii F Q R T E`CM PASSED CEILINGI &FLOOR2, F61 1 piece(s)7"x 11 7/8" 2.2E Parallam®PSL Community Development Department Planning Division — Cupertino Overall Length: 16' -CUPERTINO APPROVED Case# DIR-2021-014 Applica5i&wNevrrthcr% I Approval Body: Director/ Staff Approva I Date 08/17/21 ■ Signature Jeffrey Tsumura 15'T Case Manflger All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF Load:Combination(Pattern) System:Floor Member Reaction(Ibs) 10161 @ 2" 15313(3.50") Passed(66%) 1.0 D+0.75 L+0.75 Lr(All Spans) Member Type:Drop Beam Building Use:Residential Shear(Ibs) 8427 @ 1'3 3/8" 16071 Passed(52%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC 2018 Moment(Ft-Ibs) 34436 @ 79 3/4" 39805 Passed(87%) 1.00 1.0 D+1.0 L(All Spans) Design Methodology:ASD Live Load Defl.(in) 0.351 @ 8'1" 0.528 Passed(L/541) 1.0 D+1.0 L(All Spans) Total Load Defl.(in) 0.771 @ 8' 0.792 Passed(L/246) 1.0 D+1.0 L(All Spans) • Deflection criteria:LL(L/360)and TL(L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. • Member should be side-loaded from both sides of the member or braced to prevent rotation. Bearing Length Loads to Supports(Ibs) Supports Total Available Required Dead Floor Live Roof Live Total Accessories 1-Column-DF 3.50" 3.50" 2.32" 5517 4069 2124 11710 Blocking 2-Column-DF 3.50" 3.50" 1 1.92" 4324 4069 367 8760 Blocking •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Lateral Bracing Bracing Intervals Comments Top Edge(Lu) 16'2"o/c Bottom Edge(Lu) 16'2"o/c -Maximum allowable bracing intervals based on applied load. Dead Floor Live Roof Live Vertical Loads Location(Side) Tributary Width (0.90) (1.00) (non-snow:1.25) Comments 0-Self Weight(PLF) 0 to 16'2" N/A 26.0 1-Uniform(PSF) 0 to 16'2"(Front) 8'4" 15.0 40.0 FJ LOAD 2-Uniform(PSF) 0 to 16'2"(Front) 8' 18.0 - EX WALL 3-Uniform(PSF) 0 to 16'2"(Front) 7' 7.0 EXISTING CEILING 2 LOAD 4-Uniform(PLF) T to 16'2"(Front) N/A 70.0 - IN WALL Linked from:TRI, 5-Point(lb) 2'6"(Front) N/A 1784 2491 Support 2(ROOF2 LOAD) 6-Point(lb) 5'(Front) N/A 541 - IN WALL LOAD 7-Point(lb) 9'(Front) N/A 1 257 1 - IN WALL LOAD 8-Uniform(PSF) 0 to 16'2"(Front) 2'10" 1 20.0 1 60.0 IDECK Weyerhaeuser Notes Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application,input design loads,dimensions and support information have been provided by ForteWEB Software Operator ForteWEB Software Operator Job Notes 5/25/2021 5:41:53 AM UTC samira Samira AMS Design ForteWEB 0.2, Engine:V8.2.0.17,Data:V8.1.0.16 (415)254-2634 spoorpars@yahoo.com Weyerhaeuser File Name:AMS89-22686 Medina Ct Page 5/21 8 ,iodii F Q R T E`CM PASSED CEILINGI &FLOOR2, 1`62 1 piece(s)3 1/2"x 11 1/4" 2.2E Parallam® PSL Community Development Department Planning Division — Cupertino CUPERTINO APPROVED Case# DIR-2021-014 Applica5i&wNevrrthcr% 0 Approval Body: Director/ Staff Approva I Date 08/17/21 ■ Signature Jeffrey Tsumura 10'6" Case Man er 1 0 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF Load:Combination(Pattern) System:Floor Member Reaction(Ibs) 4966 @ 2" 7656(3.50") Passed(65%) 1.0 D+1.0 L(All Spans) Member Type:Drop Beam Shear(Ibs) 3865 @ 1' Building 3/4" 7613 Passed(51%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Building Code:IBC 2018 Moment(Ft-Ibs) 12945 @ 5'6 1/2" 17970 Passed(72%) 1.00 1.0 D+1.0 L(All Spans) Design Methodology:ASD Live Load Defl.(in) 0.193 @ 5'6 1/2" 0.358 Passed(L/667) 1.0 D+1.0 L(All Spans) Total Load Defl.(in) 0.329 @ 5'6 1/2" 1 0.538 1 Passed(L/392) 1.0 D+1.0 L(All Spans) • Deflection criteria:ILL(L/360)and TL(L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. Bearing Length Loads to Supports(Ibs) Supports Total Available Required Dead Floor Live Total Accessories 1-Column-DF 3.50" 3.50" 2.27" 2047 2919 4966 Blocking 2-Column-DF 3.50" 3.50" 1 2.27" 2047 2919 4966 Blocking •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Lateral Bracing Bracing Intervals Comments Top Edge(Lu) 11'1"O/C Bottom Edge(Lu) 11'1"O/C -Maximum allowable bracing intervals based on applied load. Dead Floor Live Vertical Loads Location(Side) Tributary Width (0.90) (1.00) Comments 0-Self Weight(PLF) 0 to 11'1" N/A 12.3 1-Uniform(PSF) 0 to 11'1"(Front) 7'2" 15.0 40.0 FJ LOAD 2-Uniform(PSF) 0 to 11'1"(Front) 8' 18.0 - EX WALL 3-Uniform(PSF) 0 to 11'1"(Front) 7' 7.0 10.0 EXISTING CEILING 2 LOAD 4-Uniform(PSF) 0 to 11'1"(Front) 2'10" 20.0 60.0 DECK Weyerhaeuser Notes11111111 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application,input design loads,dimensions and support information have been provided by ForteWEB Software Operator ForteWEB Software Operator Job Notes 5/25/2021 5:41:53 AM UTC samira Samira AMS Design ForteWEB 0.2, Engine:V8.2.0.17,Data:V8.1.0.16 (415)254-2634 spoorpars@yahoo.com Weyerhaeuser File Name:AMS89-22686 Medina Ct Page 6/21 9 ® FORTE CM MEMBER REPORT PASSED CEILINGI &FLOOR2, F63 1 piece(s)5 1/4"x 18" 2.2E Parallam®PSL Community Development Department Planning Division — Cupertino Overall Length: CUPERTINO APPROVED Case # DIR-2021_014 Applica'.ti�-N•errrrh�•e•r(-�) 0 Approval Body: Director/ Staff Approva I Date 08/17/21 Signature Jeffrey Tsumura 20' Case Man er 1 0 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF Load:Combination(Pattern) System:Floor Member Reaction(Ibs) 9385 @ 2" 11484(3.50") Passed(82%) 1.0 D+1.0 L(All Spans) Member Type:Drop Beam Shear(Ibs) 8165 @ 18'9 1/2" 18270 Passed(45%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Building Code:IBC 2018 Moment(Ft-Ibs) 54060 @ 11'10 3/16" 65497 Passed(83%) 1.00 1.0 D+1.0 L(All Spans) Design Methodology:ASD Live Load Defl.(in) 0.335 @ 10'6 1/8" 0.675 Passed(L/726) 1.0 D+1.0 L(All Spans) Total Load Defl.(in) 0.753 @ 10'5 9/16" 1 1.013 1 Passed(L/323) 1.0 D+1.0 L(All Spans) • Deflection criteria:LL(L/360)and TL(L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. Bearing Length Loads to Supports(Ibs) Supports Total Available Required Dead Floor Live Roof Live Total Accessories 1-Column-DF 3.50" 3.50" 2.86" 5273 4112 312 9697 Blocking 2-Column-DF 3.50" 3.50" 1 2.50" 4466 3752 469 8687 Blocking •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Lateral Bracing Bracing Intervals Comments Top Edge(Lu) 20'7"o/c Bottom Edge(Lu) 20'7"o/c -Maximum allowable bracing intervals based on applied load. Dead Floor Live Roof Live Vertical Loads Location(Side) Tributary Width (0.90) (1.00) (non-snow:1.25) Comments 0-Self Weight(PLF) 0 to 20'7" N/A 29.5 1-Uniform(PSF) 0 to 14'4"(Front) 1' 15.0 40.0 FJ LOAD 2-Uniform(PSF) 0 to 14'4"(Front) 8' 18.0 - EX WALL 3-Uniform(PSF) 0 to 14'4"(Front) 15'3" 13.5 20.0 ROOF(EX+NEW) 4-Uniform(PSF) 0 to 14'4"(Front) 7'6" 7.0 - - CEILING(E(+ NEW) 5-Point(lb) 12'4"(Front) N/A 1102 - 781 Linked from:CB1, Support 2 6-Point(lb) 14'4"(Front) N/A 2047 2919 - Linked from:FB2, Support 1 Weyerhaeuser Notes Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application,input design loads,dimensions and support information have been provided by ForteWEB Software Operator ForteWEB Software Operator Job Notes 5/25/2021 5:41:53 AM UTC samira Samira AMS Design ForteWEB 0.2, Engine:V8.2.0.17,Data:V8.1.0.16 (415)254-2634 spoorpars@yahoo.com Weyerhaeuser File Name:AMS89-22686 Medina Ct Page 7/21 10 ,moil FQRTE`CM PASSED CEILINGI &FLOOR2, 1`64 1 piece(s)4 x 14 DF No.1 Community Development Department Planning Division — Cupertino -CUPERTINO APPROVED Case# DIR-2021-014 Applica5i&wNevrrthcr% 0 Approval Body: Director/ Staff Approva I Date 08/17/21 ■ Signature Jeffrey Tsumura s' Case Man er 1 0 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF Load:Combination(Pattern) System:Floor Member Reaction(Ibs) 3227 @ 2" 7656(3.50") Passed(42%) 1.0 D+1.0 L(All Spans) Member Type:Drop Beam Shear(Ibs) 2287 @ 1'4 3/4" 5565 Passed(41%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Building Code:IBC 2018 Moment(Ft-Ibs) 7202 @ 4'9 1/2" 8534 Passed(84%) 1.00 1.0 D+1.0 L(All Spans) Design Methodology:ASD Live Load Defl.(in) 0.048 @ 4'9 1/2" 0.308 Passed(L/999+) 1.0 D+1.0 L(All Spans) Total Load Defl.(in) 0.096 @ 4'9 1/2" 1 0.463 1 Passed(L/999+) 1.0 D+1.0 L(All Spans) • Deflection criteria:LL(L/360)and TL(L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. Bearing Length Loads to Supports(Ibs) Supports Total Available Required Dead Floor Live Total Accessories ir 1-Column-DF 3.50" 3.50" 1.50" 1630 1597 3227 Blocking 2-Column-DF 3.50" 3.50" 1.50" 1630 1597 3227 Blocking •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Lateral Bracing Bracing Intervals Comments Top Edge(Lu) 9'7"o/c Bottom Edge(Lu) 9'7"o/c -Maximum allowable bracing intervals based on applied load. Dead Floor Live Vertical Loads Location(Side) Tributary Width (0.90) (1.00) Comments 0-Self Weight(PLF) 0 to 9'7" N/A 11.8 1-Uniform(PSF) 0 to 9'7"(Front) 8'4" 15.0 40.0 FJ LOAD 2-Uniform(PLF) 0 to 9'7"(Front) N/A 145.0 - INTERNAL WALL 3-Uniform(PSF) 0 to 9'7"(Front) 8'4" 7.0 CEILING 2 LOAD Weyerhaeuser Notes Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application,input design loads,dimensions and support information have been provided by ForteWEB Software Operator ForteWEB Software Operator Job Notes 5/25/2021 5:41:53 AM UTC samira Samira AMS Design ForteWEB 0.2, Engine:V8.2.0.17,Data:V8.1.0.16 (415)254-2634 spoorpars@yahoo.com Weyerhaeuser File Name:AMS89-22686 Medina Ct Page 8/21 11 ® FORTE CM MEMBER REPORT PASSED CEILINGI&FLOOR2,C131 1 piece(s)4 x 12 DF No.1 Community Development Department Planning Division — Cupertino Overall Length: CUPERTINO APPROVED Case # DIR-2021_014 Applica'.tip-N•errrrh�•e•r(-�) 0 Approval Body: Director/ Staff Approva I Date 08/17/21 Signature Jeffrey Tsumura 13, Case Man er 1 0 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF Load:Combination(Pattern) System:Floor Member Reaction(Ibs) 1883 @ 13151, 7656(3.50") Passed(25%) 1.0 D+1.0 Lr(All Spans) Member Type:Drop Beam Shear(Ibs) 1616 @ 12'4 1/4" 5906 Passed(27%) 1.25 1.0 D+1.0 Lr(All Spans) Building Use:Residential Building Code:IBC 2018 Moment(Ft-Ibs) 7032 @ 7'8" 8459 Passed(83%) 1.25 1.0 D+1.0 Lr(All Spans) Design Methodology:ASO Live Load Defl.(in) 0.127 @ 6'10 5/8" 0.442 Passed(L/999+) 1.0 D+1.0 Lr(All Spans) Total Load Defl.(in) 0.297 @ 6'10 3/8" 1 0.663 1 Passed(L/536) 1.0 D+1.0 Lr(All Spans) • Deflection criteria:LL(L/360)and TL(L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. Bearing Length Loads to Supports(Ibs) Supports Total Available Required Dead Roof Live Total Accessories 1-Column-DF 3.50" 3.50" 1.50" 1062 726 1788 Blocking 2-Column-DF 3.50" 3.50" 1.50" 1102 781 1883 Blocking •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Lateral Bracing Bracing Intervals Comments Top Edge(Lu) 13'7"o/c Bottom Edge(Lu) ITT'o/c -Maximum allowable bracing intervals based on applied load. Dead Roof Live Vertical Loads Location(Side) Tributary Width (0.90) (non-snow:1.25) Comments 0-Self Weight(PLF) 0 to 13'7" N/A 10.0 1-Uniform(PSF) 0 to 13'7"(Front) 2'6" 18.0 Ex WALL 2-Uniform(PSF) 0 to 13'7"(Front) 4' 7.0 - CEILING 3-Point(lb) 7'8"(Front) N/A 303 420 Linked from:HB1, Support 2 4-Uniform(PSF) 0 to 13'7"(Front) 4' 13.5 20.0 ROOF Weyerhaeuser Notes Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application,input design loads,dimensions and support information have been provided by ForteWEB Software Operator ForteWEB Software Operator Job Notes 5/25/2021 5:41:53 AM UTC samira Samira AMS Design ForteWEB 0.2, Engine:V8.2.0.17,Data:V8.1.0.16 (415)254-2634 spoorpars@yahoo.com Weyerhaeuser File Name:AMS89-22686 Medina Ct Page 9/21 12 ® FORTE CM MEMBER REPORT PASSED CEILINGI &FLOOR2, P1 1 piece(s)4 x 8 DF No.1 Community Development Department Planning Divisire irei�tupertino CUPLRTINO APP j D I R-20 S esults Actual Allowed Result VLDLoad:Combination Case # I n r e s 27 50 Passed(55%) Application t41mi �lPON-lion(Ibs) 8393 15294 Passed(55%) 1.0 D+ 1.0 L Base Bearing(Ibs) 8393 15859 Passed(53%) 1.0 D+ 1.0 L Approva I B y: Director/Staft/Compression 0.83 1 Passed(83%) . 1.0 D+ 1.0 L 08/17/21 :Input axial load eccentricity for this design is 16.67%of applicable member side dimension. Approva I D •Applicable calculations are based on NDS. Signature Jeffrey Tsumu Type Material Member Type:Free Standing Post Case M er Building Code:IBC 2018 Plate Douglas Fir Larch Design Methodology:ASD Max Unbraced Length Comments Full Member Length No bracing assumed. Drawing is Conceptual Dead Floor Live Roof Live Vertical Load (0.90) (1.00) (non-snow:1.25) Comments 1-Point(Ib) 4324 4069 367 Linked from:FBI,Support 2 Weyerhaeuser Notes Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application,input design loads,dimensions and support information have been provided by ForteWEB Software Operator ForteWEB Software operator Job Notes 5/25/2021 5:41:53 AM UTC samira Samira AMS Design ForteWEB 0.2, Engine: V8.2.0.17, Data: V8.1.0.16 (415) 34 File Name: AMS89-22686 Medina Ct spoorpars@yars@yahoo.com Weyerhaeuser Page 10/21 13 ® FORTE CM MEMBER REPORT PASSED CEILINGI &FLOOR2, P2 1 piece(s)3 1/2"x 9 1/4" 2.2E Parallam®PSL Community Development Department Planning Divisire irei�tupertino CUPLRTINO APP j D I R-20 S esults Actual Allowed Result LDF Load:Combination Case # I n r e s 27 50 Passed(55%) Application t41mt hPlrk§3ion(Ibs) 14552 37126 Passed(39%) 1.00 1.0 D+ 1.0 L Base Bearing(Ibs) 14552 20234 Passed(72%) -- 1.0 D+ 1.0 L Approva I B y: Director/Staft/Compression 0.44 1 Passed(44%) 1.00 1.0 D+ 1.0 L 08/17/21 Input axial load eccentricity for this design is 16.67%of applicable member side dimension. Approva I D •Aoolicable calculations are based on NDS. •Initial eccentricity applied as per ESR-1387. Signature Jeffrey Tsumura Case M S8�forts Type Material Member Type:Free Standing Post Base Plate Douglas Fir Larch Building Code:IBC 2018 Design Methodology:ASD Max Unbraced Length Comments Full Member Length No bracing assumed. Drawing is Conceptual Dead Floor Live Roof Live Vertical Loads (0.90) (1.00) (non-snow:1.25) Comments 1-Point(lb) 2047 2919 - Linked from:FB2,Support 2 2-Point(lb) 5517 4069 2124 Linked from:FB1,Support 1 Weyerhaeuser Notes Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application,input design loads,dimensions and support information have been provided by ForteWEB Software Operator ForteWEB Software operator Job Notes 5/25/2021 5:41:53 AM UTC samira Samira AMS Design ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16 (415) 34 File Name: AMS89-22686 Medina Ct spoorpars@yars@yahoo.com Weyerhaeuser Page 11/21 14 ,moil FQRTE`CM PASSED CEILINGI &FLOOR2, P3 1 piece(s)4 x 4 DF No.1 Community Development Department Planning Divisinto Heil3tupertino CUPERTINO App D I R-20 S eSUlts Actual Allowed Result LDF Load:Combination Case# I n r e s 27 50 Passed(55%) Application t hPlrk§3ion(Ibs) 1788 7671 Passed(23%) 1.25 1.0 D+ 1.0 Lr Base Bearing(Ibs) 1788 7656 Passed(23%) 1.0 D+ 1.0 Lr Approval I B;Jeffrey : Director/St /Compression 0.16 1 Passed(16%) 1.25 1.0 D+ 1.0 Lr 08/17/21 -Input axial load eccentricity for this design is 16.67%of applicable member side dimension. Approva I D •Applicable calculations are based on NDS. SignatureTsunnu Type Material Member Type:Free Standing Post Case M Plate Douglas Fir-Larch er Building Code:IBC 2018 Design Methodology:ASD Max Unbraced Length Comments Full Member Length No bracing assumed. Drawing is Conceptual Dead Roof Live Vertical Load (0.90) (non-snow:1.25) Comments 1-Point(Ib) 1062 726 Linked from:CB1,Support 1 Weyerhaeuser Notes Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application,input design loads,dimensions and support information have been provided by ForteWEB Software Operator ForteWEB Software operator Job Notes 5/25/2021 5:41:53 AM UTC samira Samira AMS Design ForteWEB 0.2, Engine: V8.2.0.17, Data: V8.1.0.16 (415) 34 File Name: AMS89-22686 Medina Ct spoorpars@yars@yahoo.com Weyerhaeuser Page 12/21 15 ® FORTE CM MEMBER REPORT PASSED CEILINGI &FLOOR2, P4 1 piece(s)4 x 10 DF No.1 Community Development Department Planning Divisire irei�tupertino CUPLRTINO APP j D I R-20 S eSUlts Actual Allowed Resultj LDF Load:Combination Case # I n r e s 27 50 PassedApplication t41mi hPON3ion(Ibs) 9385 19363 Passed 1.00 1.0 D+ 1.0 L Base Bearing(Ibs) 9385 20234 Passed -- 1.0 D+ 1.0 L Approva I B y: Director/Staft/Compression 0.66 1 Passed(66%) 1.00 1.0 D+ 1.0 L 08/17/21 :Input axial load eccentricity for this design is 16.67%of applicable member side dimension. Approva I D •Applicable calculations are based on NDS. Signature Jeffrey Tsumu Type Material Member Type:Free Standing Post Case M er Building Code:IBC 2018 Plate Douglas Fir Larch Design Methodology:ASD Max Unbraced Length Comments Full Member Length No bracing assumed. Drawing is Conceptual Dead Floor Live Roof Live Vertical Load (0.90) (1.00) (non-snow:1.25) Comments 1-Point(Ib) 5273 4112 312 Linked from:FB3,Support 1 Weyerhaeuser Notes Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application,input design loads,dimensions and support information have been provided by ForteWEB Software Operator ForteWEB Software operator Job Notes 5/25/2021 5:41:53 AM UTC samira Samira AMS Design ForteWEB 0.2, Engine: V8.2.0.17, Data: V8.1.0.16 (415) 34 File Name: AMS89-22686 Medina Ct spoorpars@yars@yahoo.com Weyerhaeuser Page 13/21 16 ® FORTE CM MEMBER REPORT PASSED CEILINGI &FLOOR2, P5 1 piece(s)4 x 8 DF No.1 Community Development Department Planning Divisire irei�tupertino CUPLRTINO APP j D I R-20 S esults Actual Allowed Result VLDLoad:Combination Case # I n r e s 27 50 Passed(55%) Application t41mi �lPON-lion(Ibs) 8218 15294 Passed(54%) 1.0 D+ 1.0 L Base Bearing(Ibs) 8218 15859 Passed(52%) 1.0 D+ 1.0 L Approva I B y: Director/Staft/Compression 0.79 1 Passed(79%) . 1.0 D+ 1.0 L 08/17/21 :Input axial load eccentricity for this design is 16.67%of applicable member side dimension. Approva I D •Applicable calculations are based on NDS. Signature Jeffrey Tsumu Type Material Member Type:Free Standing Post Case M er Building Code:IBC 2018 Plate Douglas Fir Larch Design Methodology:ASD Max Unbraced Length Comments Full Member Length No bracing assumed. Drawing is Conceptual Dead Floor Live Roof Live Vertical Load (0.90) (1.00) (non-snow:1.25) Comments 1-Point(Ib) 4466 3752 469 Linked from:FB3,Support 2 Weyerhaeuser Notes Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application,input design loads,dimensions and support information have been provided by ForteWEB Software Operator ForteWEB Software operator Job Notes 5/25/2021 5:41:53 AM UTC samira Samira AMS Design ForteWEB 0.2, Engine: V8.2.0.17, Data: V8.1.0.16 (415) 34 File Name: AMS89-22686 Medina Ct spoorpars@yars@yahoo.com Weyerhaeuser Page 14/21 17 ® FORTE CM MEMBER REPORT PASSED CEILINGI &FLOOR2, P6 1 piece(s)4 x 4 DF No.1 Community Development Department Planning Divisire irei�tupertino CUPLRTINO APP j D I R-20 S esults Actual Allowed Result LDF Load:Combination Case # I n r e s 27 50 Passed(55%) Application t41mi hplrk§3ion(Ibs) 3227 7479 Passed(43%) 1.00 1.0 D+ 1.0 L Base Bearing(Ibs) 3227 7656 Passed(42%) -- 1.0 D+ 1.0 L Approva I B y: Director/Staft/Compression 0.50 1 Passed(50%) 1.00 1.0 D+ 1.0 L 08/17/21 :Input axial load eccentricity for this design is 16.67%of applicable member side dimension. Approva I D •Applicable calculations are based on NDS. Signature Jeffrey Tsumu Type Material Member Type:Free Standing Post Case M er Building Code:IBC 2018 Plate Douglas Fir Larch Design Methodology:ASD Max Unbraced Length Comments Full Member Length No bracing assumed. Drawing is Conceptual Dead Floor Live Vertical Load (0.90) (l.00) Comments 1-Point(Ib) 1630 1597 Linked from:FB4,Support 2 Weyerhaeuser Notes Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application,input design loads,dimensions and support information have been provided by ForteWEB Software Operator ForteWEB Software operator Job Notes 5/25/2021 5:41:53 AM UTC samira Samira AMS Design ForteWEB 0.2, Engine: V8.2.0.17, Data: V8.1.0.16 (415) 34 File Name: AMS89-22686 Medina Ct spoorpars@yars@yahoo.com Weyerhaeuser Page 15/21 18 ® FORTE CM MEMBER REPORT PASSED CEILINGI&FLOOR2, HDRI 1 piece(s)4 x 8 DF No.1 Community Development Department Planning Division — Cupertino Overall Leng1h:8'3' CUPERTINO APPROVED Case # DIR-2021_014 A p p l i c a'.ti�-N•errrrh�•e•r(-� 0 Approval Body: Director/ Staff Approval I Date 08/17/21 Signature Jeffrey Tsunnura l s' Case Ma er 1 0 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF Load:Combination(Pattern) System:Wall Member Reaction(Ibs) 559 @ 0 3281(1.50") Passed(17%) 1.0 D+0.75 L+0.75 Lr(All Spans) Member Type:Header Shear(Ibs) 460 @ 8 3/4" 3806 Passed(12%) 1.25 1.0 D+0.75 L+0.75 Lr(All Spans) Building Use:ResidentialBuilding Code:IBC 2018 Moment(Ft-Ibs) 1152 @ 4'1 1/2" 4152 Passed(28%) 1.25 1.0 D+0.75 L+0.75 Lr(All Spans) Design Methodology:ASD Live Load Defl.(in) 0.037 @ 4'1 1/2" 0.275 Passed(L/999+) 1.0 D+0.75 L+0.75 Lr(All Spans) Total Load Defl.(in) 0.075 @ 4'1 1/2" 1 0.313 1 Passed(L/999+) 1.0 D+0.75 L+0.75 Lr(All Spans) • Deflection criteria:LL(L/360)and TL(L/5/16"). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. Bearing Length Loads to Supports(Ibs) Supports Total Available Required Dead Floor Live Roof Live Total Accessories ff 1-Trimmer-DF 1.50" 1.50" 1.50" 280 124 248 652 None 2-Trimmer-DF 1.50" 1.50" 1 1.50" 280 124 248 652 None Lateral Bracing Bracing Intervals Comments Top Edge(Lu) 8'3"o/c Bottom Edge(Lu) 8'3"o/c -Maximum allowable bracing intervals based on applied load. Dead Floor Live Roof Live Vertical Loads Location Tributary Width (0.90) (1.00) (non-snow:1.25) Comments 0-Self Weight(PLF) 0 to 8'3" N/A 6.4 1-Uniform(PSF) 0 to 8'3" 3' 13.5 - 20.0 ROOF 2-Uniform(PSF) 0 to 8'3" 3' 7.0 10.0 - Default Load Weyerhaeuser Notes Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application,input design loads,dimensions and support information have been provided by ForteWEB Software Operator ForteWEB Software Operator Job Notes 5/25/2021 5:41:53 AM UTC samira Samira AMS Design ForteWEB 0.2, Engine:V8.2.0.17,Data:V8.1.0.16 (415)254-2634 spoorpars@yahoo.com Weyerhaeuser File Name:AMS89-22686 Medina Ct Page 16/21 19 ® FORTE CM MEMBER REPORT PASSED CEILINGI &FLOOR2, F11 1 piece(s) 2 x 12 DF No.1 @ 16"OC Community Development Department Planning Division — Cupertino Overall Length: 171' CUPERTINO APPROVED Case # DIR-2021_014 A p p l i c a'.ti�m-N•n•rrrh'&r(t01MINEW-0 I Approval Body: Director/ Staff Approva I Date 08/17/21 Signature Jeffrey Tsunnura01, 16'6" Case Ma er 1 Q All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF Load:Combination(Pattern) System:Floor Member Reaction(Ibs) 619 @ 2 1/2" 2109(2.25") Passed(29%) 1.0 D+1.0 L(All Spans) Member Type:Joist Shear(Ibs) 536 @ 1'2 3/4" 2025 Passed(26%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Building Code:IBC 2018 Moment(Ft-Ibs) 2546 @ 8'6 1/2" 3032 Passed(84%) 1.00 1.0 D+1.0 L(All Spans) Design Methodology:ASD Live Load Defl.(in) 0.306 @ 8'6 1/2" 0.417 Passed(L/654) 1.0 D+1.0 L(All Spans) Total Load Defl.(in) 0.421 @ 8'6 1/2" 1 0.833 1 Passed(L/475) 1.0 D+1.0 L(All Spans) TI-ProRating N/A N/A N/A N/A • Deflection criteria:LL(L/480)and TL(L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •A 15%increase in the moment capacity has been added to account for repetitive member usage. •Applicable calculations are based on NDS. • No composite action between deck and joist was considered in analysis. Bearing Length Loads to Supports(Ibs) Supports Total Available Required Dead Floor Live Total Accessories 1-Stud wall-DF 3.50" 2.25" 1.50" 171 456 627 1 1/4"Rim Board 2-Stud wall-DF 3.50" 2.25" 1 1.50" 171 456 627 1 1/4"Rim Board •Rim Board is assumed to carry all loads applied directly above it,bypassing the member being designed. Lateral Bracing Bracing Intervals Comments Top Edge(Lu) 4'11"o/c Bottom Edge(Lu) 16'11"o/c -Maximum allowable bracing intervals based on applied load. Dead Floor Live Vertical Load Location(Side) Spacing (0.90) (1.00) Comments 1-Uniform(PSF) 0 to 17'1" 16" 15.0 40.0 Default Load Weyerhaeuser Notes Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application,input design loads,dimensions and support information have been provided by ForteWEB Software Operator ForteWEB Software Operator Job Notes 5/25/2021 5:41:53 AM UTC samira Samira AMS Design ForteWEB 0.2, Engine:V8.2.0.17,Data:V8.1.0.16 (415)254-2634 spoorpars@yahoo.com Weyerhaeuser File Name:AMS89-22686 Medina Ct Page 17/21 20 ® FORTE CM MEMBER REPORT PASSED CEILINGI &FLOOR2, FJ2 1 piece(s) 2 x 12 DF No.1 @ 16"OC Community Development Department Planning Division — Cupertino Overall Length: 17 1' CUPERTINO APPROVED Case # DIR-2021-014 Applica°.ti�-N•errrr6•cr(•� 0 3 Approval Body: Director/ Staff Approva I Date 08/17/21 Signature Jeffrey Tsunnura� 16'6" Case Ma er 1 ❑2 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF Load:Combination(Pattern) System:Floor Member Reaction(Ibs) 541 @ 16110 1/2" 2109(2.25") Passed(26%) 1.0 D(All Spans) Member Type:Joist Shear(Ibs) 541 @ 15'10 1/4" 1823 Passed(30%) 0.90 1.0 D(All Spans) Building Use:Residential Building Code:IBC 2018 Moment(Ft-Ibs) 2358 @ 9'5 5/16" 2729 Passed(86%) 0.90 1.0 D(All Spans) Design Methodology:ASD Live Load Defl.(in) 0.000 @ 1 1/4" 0.417 Passed(L/999+) 1.0 D(All Spans) Total Load Defl.(in) 0.371 @ 8'SO" 1 0.833 1 Passed(L/539) 1.0 D(All Spans) TJ-ProRating N/A N/A N/A N/A • Deflection criteria:LL(L/480)and TL(L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •A 15%increase in the moment capacity has been added to account for repetitive member usage. •Applicable calculations are based on NDS. • No composite action between deck and joist was considered in analysis. Bearing Length Loads to Supports (Ibs) Supports Total Available Required Dead Total Accessories 1-Stud wall-DF 3.50" 2.25" 1.50" 317 317 1 1/4"Rim Board 2-Stud wall-DF 3.50" 2.25" 1 1.50" 541 541 1 1/4"Rim Board •Rim Board is assumed to carry all loads applied directly above it,bypassing the member being designed. Lateral Bracing Bracing Intervals Comments Top Edge(Lu) 5'1"o/c Bottom Edge(Lu) 16'11"o/c -Maximum allowable bracing intervals based on applied load. Dead Vertical Load Location(Side) Spacing (0.90) Comments 1-Uniform(PLF) 5'10"to 15'7" N/A 88.0 IN WALL Weyerhaeuser Notes Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application,input design loads,dimensions and support information have been provided by ForteWEB Software Operator ForteWEB Software Operator Job Notes 5/25/2021 5:41:53 AM UTC samira Samira AMS Design ForteWEB 0.2, Engine:V8.2.0.17,Data:V8.1.0.16 (415)254-2634 spoorpars@yahoo.com Weyerhaeuser File Name:AMS89-22686 Medina Ct Page 18/21 21 ® FORTE CM MEMBER REPORT PASSED CEILINGI &FLOOR2, FJ3 1 piece(s) 2 x 12 DF No.1 @ 16"OC Community Development Department Planning Division — Cupertino Overall Length: 17 1' CUPERTINO APPROVED Case # DIR-2021-014 Applica°.ti�-N•errrr6•cr(•� 0 3 Approval Body: Director/ Staff Approval Date 08/17/21 Signature Jeffrey Tsunnura� 16'6" Case Ma er 1 ❑2 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF Load:Combination(Pattern) System:Floor Member Reaction(Ibs) 257 @ 16110 1/2" 2109(2.25") Passed(12%) 1.0 D(All Spans) Member Type:Joist Shear(Ibs) 257 @ 15'10 1/4" 1823 Passed(14%) 0.90 1.0 D(All Spans) Building Use:Residential Building Code:IBC 2018 Moment(Ft-Ibs) 707 @ 12'7 15/16" 2729 Passed(26%) 0.90 1.0 D(All Spans) Design Methodology:ASD Live Load Defl.(in) 0.000 @ 1 1/4" 0.417 Passed(L/999+) 1.0 D(All Spans) Total Load Defl.(in) 0.092 @ 9'6 7/8" 1 0.833 1 Passed(L/999+) 1.0 D(All Spans) TJ-ProRating N/A N/A N/A N/A • Deflection criteria:LL(L/480)and TL(L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •A 15%increase in the moment capacity has been added to account for repetitive member usage. •Applicable calculations are based on NDS. • No composite action between deck and joist was considered in analysis. Bearing Length Loads to Supports (Ibs) Supports Total Available Required Dead Total Accessories 1-Stud wall-DF 3.50" 2.25" 1.50" 58 58 1 1/4"Rim Board 2-Stud wall-DF 3.50" 2.25" 1 1.50" 257 257 1 1/4"Rim Board •Rim Board is assumed to carry all loads applied directly above it,bypassing the member being designed. Lateral Bracing Bracing Intervals Comments Top Edge(Lu) 16'11"o/c Bottom Edge(Lu) 16'11"o/c -Maximum allowable bracing intervals based on applied load. Dead Vertical Load Location(Side) Spacing (0.90) Comments 1-Uniform(PLF) 12'to 157 N/A 88.0 IN WALL Weyerhaeuser Notes Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application,input design loads,dimensions and support information have been provided by ForteWEB Software Operator ForteWEB Software Operator Job Notes 5/25/2021 5:41:53 AM UTC samira Samira AMS Design ForteWEB 0.2, Engine:V8.2.0.17,Data:V8.1.0.16 (415)254-2634 spoorpars@yahoo.com Weyerhaeuser File Name:AMS89-22686 Medina Ct Page 19/21 22 ,moil FQRTE`CM PASSED CEILINGI &FLOOR2, P7 1 piece(s)4 x 4 DF No.1 Community Development Department Planning Divisinto Heil3r tPertino CUPERTINO App D I R-20 S eSUlts Actual Allowed Result LDF Load:Combination Case# I n r e s 34 50 Passed(69%) Application t hPlrk§3ion(Ibs) 805 5070 Passed(16%) 1.25 1.0 D+ 1.0 Lr Base Bearing(Ibs) 805 7656 Passed(11%) -- 1.0 D+ 1.0 Lr Approval I B;Jeffrey : Director/St /Compression 0.07 1 Passed(7%) 1.25 1.0 D+ 1.0 Lr 08/17/21 :Input axial load eccentricity for this design is 16.67%of applicable member side dimension. Approva I D Aoolicable calculations are based on NDS. SignatureTSUnnU Type Material Member Type:Free Standing Post Case M Plate Douglas Fir-Larch er Building Code:IBC 2018 Design Methodology:ASD Max Unbraced Length Comments Full Member Length No bracing assumed. Drawing is Conceptual Dead Roof Live Vertical Load (0.90) (non-snow:1.25) Comments 1-Point(lb) 345 460 Linked from:TR1,Support 1 Weyerhaeuser Notes Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application,input design loads,dimensions and support information have been provided by ForteWEB Software Operator ForteWEB Software operator Job Notes 5/25/2021 5:41:53 AM UTC samira Samira AMS Design ForteWEB 0.2, Engine: V8.2.0.17, Data: V8.1.0.16 (415) 34 File Name: AMS89-22686 Medina Ct spoorpars@yars@yahoo.com Weyerhaeuser Page 20/21 23 ® FORTE CM MEMBER REPORT PASSED ROOF2,TR1 1 piece(s)3 1/2"x 11 1/4" 2.2E Parallam® PSL Community Development Department Planning Division — Cupertino Overall Length: 17 CUPERTINO APPROVED Case # DIR-2021_014 Applica'.ti�-N•errrrh�•e•r(-�) 0 Approval Body: Director/ S aff; Approva I Date 08/17/21 Signature Jeffrey Tsumura 1, 11 11 14'9" ' 11 Case Man ger 0 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF Load:Combination(Pattern) System:Roof Member Reaction(Ibs) 4274 @ 1'1 3/4" 7656(3.50") Passed(56%) 1.0 D+1.0 Lr(Adj Spans) Member Type:Drop Beam Shear(Ibs) 3177 @ 2'2 3/4" 9516 Passed(33%) 1.25 1.0 D+1.0 Lr(Adj Spans) Building Use:Residential Building Code:IBC 2018 Moment(Ft-Ibs) 13699 @ 8'8" 22463 Passed(61%) 1.25 1.0 D+1.0 Lr(Alt Spans) Design Methodology:ASD Live Load Defl.(in) 0.378 @ 8'8" 0.752 Passed(L/478) 1.0 D+1.0 Lr(Alt Spans) Member Pitch:0/12 Total Load Defl.(in) 0.646 @ 8'8" 1.003 1 Passed(L/280) 1.0 D+1.0 Lr(Alt Spans) • Deflection criteria:LL(L/240)and TL(L/180). •Overhang deflection criteria:LL(2L/240)and TL(2L/180). •Allowed moment does not reflect the adjustment for the beam stability factor. Bearing Length Loads to Supports(Ibs) Supports Total Available Required Dead Roof Live Total Accessories 1-Stud wall-DF 3.50" 3.50" 1.95" 1784 2491 4275 Blocking 2-Stud wall-OF 3.50" 3.50" 1 1.95" 1784 2491 4275 Blocking •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Lateral Bracing Bracing Intervals Comments Top Edge(Lu) 17 4"o/c Bottom Edge(Lu) 17 4"o/c -Maximum allowable bracing intervals based on applied load. Dead Roof Live Vertical Loads Location(Side) Tributary Width (0.90) (non-snow:1.25) Comments 0-Self Weight(PLF) 0 to 17 4" N/A 12.3 1-Uniform(PSF) 0 to 17'4"(Front) 14'4" 13.5 20.0 ROOF Weyerhaeuser Notes Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application,input design loads,dimensions and support information have been provided by ForteWEB Software Operator ForteWEB Software Operator Job Notes 5/25/2021 5:41:53 AM UTC samira Samira AMS Design ForteWEB 0.2, Engine:V8.2.0.17,Data:V8.1.0.16 (415)254-2634 spoorpars@yahoo.com Weyerhaeuser File Name:AMS89-22686 Medina Ct Page 21/21 24 Community Development Department Planning Division — Cupertino -CUPERTINO APPROVED Case# D I R-2021-014 Application Number(s) Approval Body: Director/Staff Approva I Date 08/17/21 Signature Jeffrey Tsumura Case Manager LATERAL 25 5/19/2021 ATC Hazards by Location OTC Hazards by Location Community Development Department rch 1piw tigpision — Cupertino CUPEWTMess: 2268%RFWQaVC6tE�upertino, CA 95014, USA Friu_m-ortt Ca e# D I R-2021-014 421 ft OOr Appli11719599 cation Number(s) r4 ..IOSe ApprovaMody: Director/Staff 0 Ap-RM4r[bte ®W1--&21I9T11:29:07.344Z Siggi Wi Mpe: Jeffr"irT($umura Case Manager Gila Gok-; fie FGY Map data©2021 Google,INEGI ASCE 7-16 ASCE 7-10 ASCE 7-05 MRI 10-Year 63 mph MRI 10-Year 72 mph ASCE 7-05 Wind Speed 85 mph MRI25-Year 70 mph MRI25-Year 79 mph MRI50-Year 74 mph MR150-Year 85 mph MRI 100-Year 78 mph MRI 100-Year 91 mph Risk Category 1 86 mph Risk Category 1 100 mph Risk Category 11 91 mph Risk Category 11 110 mph Risk Category 111 98 mph Risk Category III-IV 115 mph Risk Category IV 102 mph The results indicated here DO NOT reflect any state or local amendments to the values or any delineation lines made during the building code adoption process. Users should confirm any output obtained from this tool with the local Authority Having Jurisdiction before proceeding with design. Disclaimer Hazard loads are interpolated from data provided in ASCE 7 and rounded up to the nearest whole integer. Per ASCE 7, islands and coastal areas outside the last contour should use the last wind speed contour of the coastal area—in some cases, this website will extrapolate past the last wind speed contour and therefore, provide a wind speed that is slightly higher. NOTE: For queries near wind- borne debris region boundaries, the resulting determination is sensitive to rounding which may affect whether or not it is considered to be within a wind-borne debris region. Mountainous terrain, gorges, ocean promontories, and special wind regions shall be examined for unusual wind conditions. While the information presented on this website is believed to be correct,ATC and its sponsors and contributors assume no responsibility or liability for its accuracy.The material presented in the report should not be used or relied upon for any specific application without competent examination and verification of its accuracy, suitability and applicability by engineers or other licensed professionals.ATC does not intend that the use of this information replace the sound judgment of such competent professionals, having experience and knowledge in the field of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the results of the report provided by this website. Users of the information from this website assume all liability arising from such use. Use of the output of this website does not imply approval by the governing building code bodies responsible for building code approval and interpretation for the building site described by latitude/longitude location in the report. https://hazards.atcouncil.org/#/wind?lat=37.3183476&ing=-122.0719599&address=22686 Medina Ct%2C Cupertino%2C CA 95014%2C USA 1/1 26 5/19/2021 ATC Hazards by Location OTC Hazards by Location Community Development Department rch 1piw tigpision — Cupertino IV CUPEWTMess: 2268%RFWQaVChE�upertino, CA 95014, USA Fremont Ca e# D I R-2021-014 421 ft OOr gppji8719599 cation Number(s) arse ...lo $ ApprovaMody: Director/Staff � AppRM4r[bte ®W1--&21I9T11:32:44.049Z Sigi]i aerype: JeffrES,6iENUiura Case Manager 13 Gilroy Reference ASCE7-16 Map data©2021 Google,INEGI Document: Risk Category: II Site Class: D-default Basic Parameters Name Value Description SS 2.323 MCER ground motion (period=0.2s) S1 0.836 MCER ground motion (period=1.Os) SMS 2.787 Site-modified spectral acceleration value SM1 *null Site-modified spectral acceleration value SDS 1.858 Numeric seismic design value at 0.2s SA SD1 *null Numeric seismic design value at 1.Os SA * See Section 11.4.8 Additional Information Name Value Description SDC *null Seismic design category Fa 1.2 Site amplification factor at 0.2s Fv *null Site amplification factor at 1.0s CRS 0.905 Coefficient of risk(0.2s) CR1 0.891 Coefficient of risk(1.0s) PGA 0.961 MCEG peak ground acceleration FPGA 1.2 Site amplification factor at PGA PGAM 1.153 Site modified peak ground acceleration TL 12 Long-period transition period (s) SsRT 2.377 Probabilistic risk-targeted ground motion (0.2s) n_1 iu n nn, r....a_"^.a ..-:c..-....- i ----„I ----—I ....__i�-..a:_... inns ..___i....i..❑:a.._c https://hazards.atcouncil.org/#/seismic?lat=37.3183476&ing=-l22.0719599&address=22686 Medina Ct%2C Cupertino%2C CA 95014%2C USA 1/2 27 5/19/2021 ATC Hazards by Location osun LAL/ rautuieU UIIII(JIIII-1IdCd1U bPUULId1 dUL;U1UIdt1U1I kL70 IJIUudu11ny UI exceedance in 50 years) Commuln94 Develolpmer al D i tcd. eleration value(0.2s) RT Plapp�gg DIVISI9Wabliifflc%tts tt��-ttb9geted ground motion (1.0s) CUPERTINO APPROVED S1UH 1.07�IR-2�,.,F,�acxn�erJ uniform-hazard spectral acceleration (2% probability of Case# LoIY-rUUooa4anre in 50 years) Application Number(s) S1 D 0.836 Factored deterministic acceleration value(1.0s) Approval Body: Director/Staff Ap�r'9%1 Date 0.9(108/17/21 Factored deterministic acceleration value(PGA) Sign*a$oPe:'SectiQtb{f rleo.13sumura Case Manager The results indicated here DO NOT reflect any state or local amendments to the values or any delineation lines made during the building code adoption process. Users should confirm any output obtained from this tool with the local Authority Having Jurisdiction before proceeding with design. Disclaimer Hazard loads are provided by the U.S. Geological Survey Seismic Design Web Services. While the information presented on this website is believed to be correct,ATC and its sponsors and contributors assume no responsibility or liability for its accuracy. The material presented in the report should not be used or relied upon for any specific application without competent examination and verification of its accuracy, suitability and applicability by engineers or other licensed professionals.ATC does not intend that the use of this information replace the sound judgment of such competent professionals, having experience and knowledge in the field of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the results of the report provided by this website. Users of the information from this website assume all liability arising from such use. Use of the output of this website does not imply approval by the governing building code bodies responsible for building code approval and interpretation for the building site described by latitude/longitude location in the report. https://hazards.atcouncil.org/#/seismic?lat=37.3183476&ing=-122.0719599&address=22686 Medina Ct%2C Cupertino%2C CA 95014%2C USA 2/2 28 Community Development Department esign LLP1P 1 fEPPR;OVEID - I Load Table Job No: AMS89 c �E Oi hoary Rd. ASCE 7-16 Designer: S.P Pleasant Hill,CA,94523D1 Checker: �C}� - Date: 05/20/2021 pp ica ion um er s p pkgyg I Body: Di rectgr(,X Staff (4:12) pp � a?}elute 08/17/21 00 20.0 psf ignature Jeffrey Tsumura CReWD&ger Roofing Shingle 5.0 psf Roof Insulation Fibreglass Rigid 1.5 psf Roof Framing 2.0 psf Roof Plywood 2.0 psf Other Waterproofing 2.0 psf Misc.Roof 1.5 psf Slope Factor= 1.03 Roof DL Sum= 14.4 psf Ceiling LL: 10.0 psf Ceiling DL Framing 2.2 psf Insulation 1.0 psf gypboard 2.8 psf Misc. 1.0 psf Ceiling DL Sum= 7.0 psf Sum DL Ceiling+Roof= 21.4 psf Additional for Interior Walls 3.0 psf Roof DL Sum= 24.4 psf Floor: (HARDWOOD) Floor LL: 40.0 psf Floor DL: Finish HARDWOOD 3.0 psf Framing 3.5 psf Plywood 2.0 psf Misc. MEP 2.5 psf Other Sheetrock 2.8 psf Floor DL Sum= 13.8 psf Exterior Wall: (Stucco+Cliffstone) Wall DL Finish Stucco 10.0 psf Plywood One Side 2.0 psf Framing 2x4 @ 16"o.c. 1.7 psf Insulation 1.5 psf Sheetrock 2.8 psf Misc. 2.0 psf Wall DL Sum= 20.0 psf 29 Community Development Department Planning Division—Cupertino -COPERTINO APPROVED Case # DIR-2021-014 ��ic-at'cafi2-f�•�i•r•7•rhe•r•(-�) AMS Design LLP. SEISMIC LOAD Job No: AMS89 A olfi ff, iV pjrect r/ Staff ASCE 7-16 Designer: SY easant Il, 94 3 _ E uivalent Lateral Force Procedure Checker: A pprovaloate 08/1 otes: Date: 05/20/2021 Sinature .Ieffrey Tsumura 73asic P—. 41 Number of Story Case Manager 2 Mapped Latitude 37.3183476 N Mapped Longitude -122.0719599 W Building Occupancy Category II Table 1.5-1 Importance Factor 1 Table 1.5-2 Soil Site Class D-Default Table 20.3-1 Seismology Parameters Response Spectral Acc.(0.2 sec)(Ss) 2.32 USGS Response Spectral Acc.(1.0 sec)(SI) 0.84 USGS TL(sec) 12 USGS Fa 1.2 USGS Fv NULL USGS Max.Considered Earthquake Acc.(SMs) 2.79 USGS Max.Considered Earthquake Acc.(SMl) NULL USGS Design Spectral Acc.At Short Period(SDs) 1.86 Design Spectral Acc.At Short Period(SDI) NULL Seismic Design Category Based on Short Period D Table 11.6-1 Seismic Design Category Based on 1 sec Period D Table 11.6-2 Is SI>0.75 YES Project Seismic Design Category E Structural Parameters Seismic Force Resisiting System A.15 Table 12.2-1 Response Modification Factor R 6.5 Table 12.2-1 System Overstrength Factor 2.5 Table 12.2-1 Approximate Period 0.16 Building Height(ft) 16 12.8.7 Base Shear Adjustment Factor 1 REFER TO SHEAR WALL CALCULATION Seismic Base Shear Minimum Cs 0.082 Eq. 12.8.5&6 Seismic Response Coefficient Cs 0.29 12.8.1 to 3 Adjusted Cs 0.29 Allowable Stress Design Cs(0.7E) 0.20 Roof Diaphragm Force Minimum Diaphragm Design factor 0.26 Maximum Diaphragm Design factor 0.52 Allowable Stress Roof Diamram Design 0.26 30 Community Development Department Planning Division — Cupertino CVPEATINO APPROVED L sign LLP. DI _202 1_0 1 4 Load Take Down Job No: AMS89 e Appl ation Number(s) Designer: S.P Pleasant Hill,CA,94523 Checker: (415)254-2 34 Notes: Date: 05/20/2021 ppw ppi 1JA : 08/17/21 Roof2: ignature Jeffrey Tsumura Area 1350.8 ft2 Case Manager Unit Weight 21.4 psf Total Weight 28949 1b 2nd Story Wall: Exterior Walls: Total Length 154.0 ft Wall Height 8.0 ft Unit Weight 20.0 psf Total Weight 24578 lb Interior Walls: STD Walls Length 133.0 ft Wall Height 8.0 ft STD Walls Unit Weight 8.0 psf STD Walls Weight 8512 lb Floor2: Area 1063.2 ftz Unit Weight 13.8 psf Total Weight 14672 lb Roof 1/Deck: Area 2717.0 ft2 Unit Weight 21.4 psf Total Weight 189 lb 1 st Story Wall: Exterior Walls: Total Length 227.0 ft Wall Height 8.0 ft Unit Weight 20.0 psf Total Weight 36229 lb Interior Walls: STD Walls Length 227.0 ft Wall Height 8 ft STD Walls Unit Weight 8 psf STD Walls Weight 14528 lb W H W*H W*H Applied (kips) (ft) SUM(W*H) Force(kips) 2nd floor roof 45 8 727.9 0.62 12.6 1st floor roof 57 8 454.3 0.38 7.9 102 1182.2 20.5 Applied Area Force/Area Force(kips) (ft) (psf) 2nd floor roof 12.6 1351 9.33 1 st floor roof 7.9 3780 2.08 Total 20.5 31 Community Development Department PlanningDivision—Cupertino ,C, 6sign LLP. APPROVE Wind Load Job No: AMS89 1920 Geary Rd. ASCE 7-16 Designer: SY Hill,CA,94523 D I R-202 1-0 4 Checker: (415)254-2634 Application Number{,Notes: Date: 05/20/2021 ppfigsy,4gAI V,.Pirector/ Staff ppla& k U,jtey 08/17/21 2 Mean Roof Height 8 ft igrl@- I%dth Jeffrey Tsumura 57 0 ft N-S Width Case Manager 48.0 ft E-W Windward Area 456 ft2 N-S Windward Area 384 ft2 Building Occupancy Category II Latitude 37.31835 Longitude -122.072 Wind Sneed based on Location Risk Category II 91 mph http://windspeed.atcouncil.org/ Wind Pressure Parameters qs 21.20 ASCE7-16 Ch.26 K, 1.00 Sec.26.8.2 KZ Exposure: B 0.78 Table 26.10-1 Ke 1.00 Sec.26.9 Ka 0.85 Table 26.6-1 qz 13.97 psf Eq.26.10-1 G T<l 0.85 Sec.26.11.1 Windward 0.8 Cp N-S Side -0.7 Fig.27.3-1 Leeward -0.5 Windward 0.8 C1, E-W Side -0.7 Fig.27.3-1 Leeward -0.3 Design Wind Pressure Windward 9.50 psf N-S Side -8.31 psf Eq.27.3-1 Leeward -5.94 psf Windward 9.50 psf E-W Side -8.31 psf Eq.27.3-1 Leeward -3.56 psf Wind Force(ASD) N-S E-W Total 5_9 6_0 kips SEISMIC GOVERNS Wind Force per Unit Length(ASD) N-S E-W Total 123 104 plf 32 Community Development Department Planning Division—Cupertino -COPERTINO APPROVED Case # DIR-2021-014 Application Number(s) Ap AMS Design LL . Shear Lines Tributary Areas Job No: AMS89 Ap e 08/17/21 Designer: ST Pleasant Hill,CA,94523 Sig t4r)C26 4 JeffreyTsumura *r checker: Date: 05/20/2021 ase manager Al=328.3 ff2 A2=414. t2 A3=374.5 U A1'=122 T2 A2`305 f- `a= =f-- i N-S: � �T A.ASS 2 Aa'=257 W i E-W: A{R mP2y=13508 H2 Affo 2)=10632 ff2 r1154 @ A4R—f1p2717.8 k2 P=227 R 33 Community Development Department Planning Division—Cupertino -COPERTINO APPROVED Case # DIR-2021-014 Application Number(s) Approval Body: Director/ Staff A j' 08/17/21 Shear Wall Force Job No: AMS89 earyVe Designer: SY SI Mill,CAJOk-b Tsumura E-W Direction Address: (415)254-2 Date: 05/20/2021 Shear Lines Demand Higher Level Higher From Higher Floor Shear Floor Floor Tributary Loads(lb) Reaction(lb) Tributary Area Redundancy Line Tributary z Tributary Wall(ft) Area(ft) (ft) Wall(ft) Seismic Wind Seismic Wind A 257.0 1 488.0 6.0 10.30 2397 99 1 3413 1175 1.3 Sum= 257 488 6 10.3 2397 99 3413 1175 O.K. Shear Walls Shear Wall Shear Wall Shear Wall ShearUplift(lb) Deflection(in) ID Wall Type Length(ft) Height(ft) Hold Down Demand (1) (2) (plf)(1) A-1 Solid 2.0 6.2 8.0 HDU4 417 3898 1.325 A-2 Solid 2.0 5.0 8.0 HDU4 371 3553 1.325 (1).ASD (2).Inelastic Deflection 34 Community Development Department Planning Division - Cupertino CUPERTINO APPROVED Case# DIR-2021-014 Application Number(s) Approval Body: Director/Staff AT1`,R�kPe 08/17/21 Shear Wall Force Job No: AMS89 eary Designer: SY Si Pj8tUV ll,CA,M%b TSUMUra N-S Direction Address: (415)254-2 CaSV Date: 05/20/2021 Shear Lines Demand Higher Level Higher From Higher Floor Reaction(lb) Shear Floor Floor Tributary Loads(lb) Tributary Area Redundancy Line Tributary 2 Tributary Wall(ft) Area(ft) (ft) Wall(ft) Seismic Wind Seismic Wind 1 108.9 1 328.3 4.0 6.6 1016 78 1699 893 1.3 2 317.6 414.7 12.0 9.3 2962 234 3825 1382 1.3 3 283.0 374.5 11.8 6.0 2640 230 3419 971 1.3 4 95.2 78.3 0.0 2.1 888 1 0 1051 253 1.3 Sum= 805 1196 28 24.0 7507 542 9994 3499 O.K. Shear Walls Shear Wall Shear Wall Shear Wall Shear Uplift(lb) Deflection(in) ID Wall Type Length(ft) Height(ft) Hold Down Demand (1) (2) (plf)(1) 1-1 Solid 1.0 8.00 8.0 HDU2 276 2426 0.974 2-1 Solid 5.0 6.0 8.0 HDUll 829 7945 1.230 3-1 Solid 2.0 10.0 8.0 HDU4 444 3930 1.133 4-1 Solid 2.0 3.5 8.0 HDU4 446 3977 1.987 (1).ASD (2).Inelastic Deflection 35 Community Development Department Planning Division—Cupertino -COPERTINO APPROVED Case # DIR-2021-014 Application Number(s) AP AMS Design LL Job No: AMS89 Ap raw@4 )ate 08/17/21 Shear Wall Force A-1 Designer: SY Sig Pleasant Hill,CA,94523 t4Fe_ 3 Jeffre Tsumura Address: Date: 05/20/2021 case Manager Solid Shear Wall(SW) Shear Shear Wall ID SW Length SW Redundany Line (fit) Height(ft) SDS Factor A A-1 6.2 8 1.86 1.3 WSP=Wood Structural Panel Shear Wall Wood Type Grade WSP #of Ply Nominal Thick.(in) DF No. l OSB NA 4 Type DF Mudsill Sill Plate End #PCs 1 Stud Size Wood Type Thickness Thickness Studs Grade 3.50 3.500 DF 3 2 E No. 1 Compatible Stud Seismic Force Wind Wall Wall Dead Point Load(lb) PointLoad Shear Holdown (lb) Force(lb) Weight igt Load(plf) Tens. (lb)Comp. Wall Type Type 1988 946.33132 20 0 0 0 2 HDU4 PL Wall Dead Load s PR V w a n� 4 x R 3 a a A Shear Wall Length ft. 36 Community Development Department Planning Division—Cupertino -COPERTINO APPROVED Case # DIR-2021-014 Application Number(s) Ap esign Job No: AMS89 Apjjr96V2rluDbte 08/17/21 Shear Wall Force A-1 Designer: SY Pleasant Hill,CA,94523 Address: Sig at12GC2634 Jeffrey Tsumura Date: 05/20/2021 Case Managtl Shear demand(plf) Height Wood Typ. Modified Shear Holdown Max.Post Corr. Corr. Demand Tens.Max Comp. 417 1.00 1.00 417 3898 4692 Shear Wall Type Sheathing Edge Nail Shear Transfer Sill Plate Plate Na:il::= Shear Clip Check 2 15/32"Sheathing 10d @ 4" 16d @ 4"O.C. I A35 @ 16" OK Panel Mudsill Anchors Holdown Type SDS Screws in Anchor Bolt in New ShearDCR Type&Spacing Check wood Post Foundation 0.906 5/8"x 12"@ Y-0" OK HDU4 10-SDS 1/4"x 2.5" SB 5/8"x 24" Holdown End Studs DCR T DCR C DCR CO DCR 0.854 0.196 0.553 0.613 T=Post Tension,C=Post Compression Parallel to Grain,CO= Post Compression Perpendicular to Grain Deflection Total Deflection Allowable Defl. Bending Shear Fastener Cd x Drift Drift(in.) Check Uplift(1) Uplift(2) 0.019 0.159 0.154 0.331 1.325 1 2.400 OK 5568 13921 (1).Divided by 0.7 (2).Q X Uplift(1) Summary Panel Shear End Stud Holdown Deflection Critical Load Demand 416.8 3898 4692 1.325 Capacity 460 4565 7656 2.400 Check OK OK OK OK 37 Community Development Department Planning Division—Cupertino -COPERTINO APPROVED Case # DIR-2021-014 Application Number(s) AP AMS Design LL Job No: AMS89 Ap raw@4 )ate 08/17/21 Shear Wall Force A-2 Designer: SY Sig Pleasant Hill,CA,94523 t4Fe_ 3 Jeffre Tsumura Address: Date: 05/20/2021 case Manager Solid Shear Wall(SW) Shear Shear Wall ID SW Length SW Redundany Line (fit) Height(ft) SDS Factor A A-2 5 8 1.86 1.3 WSP=Wood Structural Panel Shear Wall Wood Type Grade WSP #of Ply Nominal Thick.(in) DF No. l OSB NA 4 Type DF Mudsill Sill Plate End #PCs 1 Stud Size Wood Type Thickness Thickness Studs Grade 3.50 3.500 DF 3 2 E No. 1 Compatible Stud Seismic Force Wind Wall Wall Dead Point Load(lb) PointLoad Shear Holdown (lb) Force(lb) Weight igt Load(plf) Tens. (lb)Comp. Wall Type Type 1425 946 20 0 0 0 2 HDU4 PL Wall Dead Load s PR V w a n� 4 x R 3 a a A Shear Wall Length ft. 38 Community Development Department Planning Division—Cupertino -COPERTINO APPROVED Case # DIR-2021-014 Application Number(s) Ap esign Job No: AMS89 Apjjr96V2rluDbte 08/17/21 Shear Wall Force A-2 Designer: SY Pleasant Hill,CA,94523 Address: Sig at12GC2634 Jeffrey Tsumura Date: 05/20/2021 Case Managtl Shear demand(plf) Height Wood Typ. Modified Shear Holdown Max.Post Corr. Corr. Demand Tens.Max Comp. 371 1.00 1.00 371 3553 4193 Shear Wall Type Sheathing Edge Nail Shear Transfer Sill Plate Plate Na:il::= Shear Clip Check 2 15/32"Sheathing 10d @ 4" 16d @ 4"O.C. I A35 @ 16" OK Panel Mudsill Anchors Holdown Type SDS Screws in Anchor Bolt in New ShearDCR Type&Spacing Check wood Post Foundation 0.805 5/8"x 12"@ Y-0" OK HDU4 10-SDS 1/4"x 2.5" SB 5/8"x 24" Holdown End Studs DCR T DCR C DCR CO DCR 0.778 0.179 0.495 0.548 T=Post Tension,C=Post Compression Parallel to Grain,CO= Post Compression Perpendicular to Grain Deflection Total Deflection Allowable Defl. Bending Shear Fastener CdxDrift Drift(in.) Check Uplift(1) Uplift(2) 0.021 0.141 0.169 0.331 1.325 1 2.400 OK 5075 12688 (1).Divided by 0.7 (2).Q X Uplift(1) Summary Panel Shear End Stud Holdown Deflection Critical Load Demand 370.5 3553 4193 1.325 Capacity 460 4565 7656 2.400 Check OK OK OK OK 39 Community Development Department Planning Division—Cupertino -COPERTINO APPROVED Case # DIR-2021-014 Application Number(s) AP AMS Design LL Job No: AMS89 Ap raw@4 )ate 08/17/21 Shear Wall Force 1-1 Designer: SY Sig Pleasant Hill,CA,94523 t4Fe_ 3 Jeffre Tsumura Address: Date: 05/20/2021 case Manager Solid Shear Wall(SW) Shear Shear Wall ID SW Length SW Redundany Line (fit) Height(ft) SDS Factor 1 1-1 8 8 1.86 1.3 WSP=Wood Structural Panel Shear Wall Wood Type Grade WSP #of Ply Nominal Thick.(in) DF No. l OSB NA 4 Type DF Mudsill Sill Plate End #PCs 1 Stud Size Wood Type Thickness Thickness Studs Grade 3.50 3.500 DF 3 2 E No. 1 Compatible Stud Seismic Force Wind Wall Wall Dead Point Load(lb) PointLoad Shear Holdown (lb) Force(lb) Weight igt Load(plf) Tens. (lb)Comp. Wall Type Type 1699 892.77853 20 0 0 0 1 HDU2 PL Wall Dead Load s PR V w a n� 4 x R 3 a a A Shear Wall Length ft. 40 Community Development Department Planning Division—Cupertino -COPERTINO APPROVED Case # DIR-2021-014 Application Number(s) Ap esign Job No: AMS89 AplimMaluNte 08/17/21 Shear Wall Force 1-1 Designer: SY Pleasant Hill,CA,94523 Address: Sig at12FC2634 Jeffrey Tsumura Date: 05/20/2021 Case Managtl Shear demand(plf) Height Wood Typ. Modified Shear Holdown Max.Post Corr. Corr. Demand Tens.Max Comp. 276 1.00 1.00 276 2426 3450 Shear Wall Type Sheathing Edge Nail Shear Transfer Sill Plate Plate Na:il::= Shear Clip Check 1 15/32"Sheathing 10d @ 6" 16d @ 6"O.C. I A35 @ 24" OK Panel Mudsill Anchors Holdown Type SDS Screws in Anchor Bolt in New ShearDCR Type&Spacing Check wood Post Foundation 0.891 5/8"x 12"@ 4'-0" OK HDU2 6-SDS 1/4"x 2.5" SB 5/8"x 24" Holdown End Studs DCR T DCR C DCR CO DCR 0.789 0.122 0.407 0.451 T=Post Tension,C=Post Compression Parallel to Grain,CLI= Post Compression Perpendicular to Grain Deflection Total Deflection Allowable Defl. Bending Shear Fastener CdxDrift Drift(in.) Check Uplift(1) Uplift(2) 0.010 0.143 0.090 0.243 0.974 1 2.400 OK 3466 8665 (1).Divided by 0.7 (2).Q X Uplift(1) Summary Panel Shear End Stud Holdown Deflection Critical Load Demand 276.1 2426 3450 0.974 Capacity 310 3075 7656 2.400 Check OK OK OK OK 41 Community Development Department Planning Division—Cupertino -COPERTINO APPROVED Case # DIR-2021-014 Application Number(s) AP AMS Design LL Job No: AMS89 Ap raw@4 )ate 08/17/21 Shear Wall Force 2-1 Designer: SY Sig Pleasant Hill,CA,94523 t4Fe_ 3 Jeffre Tsumura Address: Date: 05/20/2021 case Manager Solid Shear Wall(SW) Shear Shear Wall ID SW Length SW Redundany Line (fit) Height(ft) SDS Factor 2 2-1 6 8 1.86 1.3 WSP=Wood Structural Panel Shear Wall Wood Type Grade WSP #of Ply Nominal Thick.(in) DF No. I OSB NA 4 Type DF Mudsill Sill Plate End #PCs 1 Stud Size Wood Type Thickness Thickness Studs Grade 3.50 5.500 DF 3 2 E No. 1 Compatible Stud Seismic Force Wind Wall Wall Dead Point Load(lb) PointLoad Shear Holdown (lb) Force(lb) Weight igt Load(plf) Tens. (lb)Comp. Wall Type Type 3825 1382.097 20 0 0 0 5 HDUII PL Wall Dead Load s PR V w a n� 4 x R 3 a a A Shear Wall Length ft. 42 Community Development Department Planning Division—Cupertino -COPERTINO APPROVED Case # DIR-2021-014 Application Number(s) Ap esign Job No: AMS89 AplimMaluNte 08/17/21 Shear Wall Force 2-1 Designer: SY Pleasant Hill,CA,94523 Address: Sig at12FC2634 Jeffrey Tsumura Date: 05/20/2021 Case Managtl Shear demand(plf) Height Wood Typ. Modified Shear Holdown Max.Post Corr. Corr. Demand Tens.Max Comp. 829 1.00 1.00 829 7945 8713 Shear Wall Type Sheathing Edge Nail Shear Transfer Sill Plate Plate Nail Shear Clip Check 5 15/32"Sheathing BS 10d @ 3" SDS25500 @ 3"O.0 LTP4 @ 12"BS OK BS=Both Sides Panel Mudsill Anchors Holdown Type SDS Screws in Anchor Bolt in New ShearDCR Type&Spacing Check wood Post Foundation 0.691 5/8"x 12"@ F-0" OK HDUI1 30-SDS 1/4"x 2.5" SB 1"x 30" Holdown End Studs DCR T DCR C DCR CO DCR 0.711 0.294 0.310 0.724 T=Post Tension,C=Post Compression Parallel to Grain,CO= Post Compression Perpendicular to Grain Deflection Total Deflection Allowable Defl. Bending Shear Fastener CdxDrift Drift(in.) Check Uplift(1) Uplift(2) 0.025 0.128 0.155 0.308 1.230 1 2.400 OK 11349 28373 (1).Divided by 0.7 (2).Q X Uplift(1) Summary Panel Shear End Stud Holdown Deflection Critical Load Demand 828.8 7945 8713 1.230 Capacity 1200 11175 12031 2.400 Check OK OK OK OK 43 Community Development Department Planning Division—Cupertino -COPERTINO APPROVED Case # DIR-2021-014 Application Number(s) AP AMS Design LL Job No: AMS89 Ap raw@4 )ate 08/17/21 Shear Wall Force 3-1 Designer: SY Sig Pleasant Hill,CA,94523 t4Fe_ 3 Jeffre Tsumura Address: Date: 05/20/2021 case Manager Solid Shear Wall(SW) Shear Shear Wall ID SW Length SW Redundany Line (fit) Height(ft) SDS Factor 3 3-1 10 8 1.86 1.3 WSP=Wood Structural Panel Shear Wall Wood Type Grade WSP #of Ply Nominal Thick.(in) DF No. l OSB NA 4 Type DF Mudsill Sill Plate End #PCs 1 Stud Size Wood Type Thickness Thickness Studs Grade 3.50 3.500 DF 3 2 E No. 1 Compatible Stud Seismic Force Wind Wall Wall Dead Point Load(lb) PointLoad Shear Holdown (lb) Force(lb) Weight igt Load(plf) Tens. (lb)Comp. Wall Type Type 3419 970.80776 20 0 0 0 2 HDU4 PL Wall Dead Load s PR V w a n� 4 x R 3 a a A Shear Wall Length ft. 44 Community Development Department Planning Division—Cupertino -COPERTINO APPROVED Case # DIR-2021-014 Application Number(s) Ap esign Job No: AMS89 AplimMaluNte 08/17/21 Shear Wall Force 3-1 Designer: SY Pleasant Hill,CA,94523 Address: Sig at12FC2634 Jeffrey Tsumura Date: 05/20/2021 Case Managtl Shear demand(plf) Height Wood Typ. Modified Shear Holdown Max.Post Corr. Corr. Demand Tens.Max Comp. 444 1.00 1.00 444 3930 5210 Shear Wall Type Sheathing Edge Nail Shear Transfer Sill Plate Plate Na:il::= Shear Clip Check 2 15/32"Sheathing 10d @ 4" 16d @ 4"O.C. I A35 @ 16" OK Panel Mudsill Anchors Holdown Type SDS Screws in Anchor Bolt in New ShearDCR Type&Spacing Check wood Post Foundation 0.966 5/8"x 12"@ Y-0" OK HDU4 10-SDS 1/4"x 2.5" SB 5/8"x 24" Holdown End Studs DCR T DCR C DCR CO DCR 0.861 0.198 0.615 0.681 T=Post Tension,C=Post Compression Parallel to Grain,CO= Post Compression Perpendicular to Grain Deflection Total Deflection Allowable Defl. Bending Shear Fastener CdxDrift Drift(in.) Check Uplift(1) Uplift(2) 0.012 0.169 0.101 0.283 1.133 2.400 OK 5615 14037 (1).Divided by 0.7 (2).Q X Uplift(1) Summary Panel Shear End Stud Holdown Deflection Critical Load Demand 444.5 3930 5210 1.133 Capacity 460 4565 7656 2.400 Check OK OK OK OK 45 Community Development Department Planning Division—Cupertino -COPERTINO APPROVED Case # DIR-2021-014 Application Number(s) AP AMS Design LL Job No: AMS89 Ap raw@4 )ate 08/17/21 Shear Wall Force 4-1 Designer: SY Sig Pleasant Hill,CA,94523 t4Fe_ 3 Jeffre Tsumura Address: Date: 05/20/2021 case Manager Solid Shear Wall(SW) Shear Shear Wall ID SW Length SW Redundany Line (fit) Height(ft) SDS Factor 4 4-1 3.5 8 1.86 1.3 WSP=Wood Structural Panel Shear Wall Wood Type Grade WSP #of Ply Nominal Thick.(in) DF No. l OSB NA 4 Type DF Mudsill Sill Plate End #PCs 1 Stud Size Wood Type Thickness Thickness Studs Grade 3.50 3.500 DF 3 2 E No. 1 Compatible Stud Seismic Force Wind Wall Wall Dead Point Load(lb) PointLoad Shear Holdown (lb) Force(lb) Weight igt Load(plf) Tens. (lb)Comp. Wall Type Type 1051 253.07515 20 0 0 0 2 HDU4 PL Wall Dead Load s PR V w a n� 4 x R 3 a a A Shear Wall Length ft. 46 Community Development Department Planning Division—Cupertino -COPERTINO APPROVED Case # DIR-2021-014 Application Number(s) Ap esign Job No: AMS89 AplimMaluNte 08/17/21 Shear Wall Force 4-1 Designer: SY Pleasant Hill,CA,94523 Address: Sig at12FC2634 Jeffrey Tsumura Date: 05/20/2021 Case Managtl Shear demand(plf) Height Wood Typ. Modified Shear Holdown Max.Post Corr. Corr. Demand Tens.Max Comp. 390 0.88 1.00 446 3977 4425 Shear Wall Type Sheathing Edge Nail Shear Transfer Sill Plate Plate Na:il::= Shear Clip Check 2 15/32"Sheathing 10d @ 4" 16d @ 4"O.C. I A35 @ 16" OK Panel Mudsill Anchors Holdown Type SDS Screws in Anchor Bolt in New ShearDCR Type&Spacing Check wood Post Foundation 0.970 5/8"x 12"@ Y-0" OK HDU4 10-SDS 1/4"x 2.5" SB 5/8"x 24" Holdown End Studs DCR T DCR C DCR CO DCR 0.871 0.200 0.522 0.578 T=Post Tension,C=Post Compression Parallel to Grain,CLI= Post Compression Perpendicular to Grain Deflection Total Deflection Allowable Defl. Bending Shear Fastener CdxDrift Drift(in.) Check Uplift(1) Uplift(2) 0.036 0.170 0.291 0.497 1.987 1 2.400 OK 5681 14202 (1).Divided by 0.7 (2).Q X Uplift(1) Summary Panel Shear End Stud Holdown Deflection Critical Load Demand 446.1 3977 4425 1.987 Capacity 460 4565 7656 2.400 Check OK OK OK OK 47 Commu ity Development Department } m Pla ning Division - Cupertino CUPERTINO APPROVED 2019 LOW- ise Residential Mandatory pleasures Summary 2019 LOW-Rise Residential Mandatory Measures SummaryQ Case # DIR-2021-014 Application Number(s) N07E;Low-rise resfdanUat b0fdirrgs suW to the Energy Standards must comply with elf W cahle mandatory measures,regardless of the camprfanace aMmach §160.0(h)3A: cfesrar im.Air cordftipner and heat pump outdoor wrederdng uNrw must M*a clearance of at 16811rt%r a feet from the outlet of arty dryer used.Review ftre respective section for acorn k fortrtafk m. T-xceptioms may may. Liquid Line Driar.Air conditioners and heal pump systems must be eq'JWW with liquid line filter driers if fequired,n spepfied by the Approval Body: Director/Staff 0112020 J 150-0(h)3& manufacturer's instivdfons, - Suilding Envelope Measures: Storage Tank Insulation.Unfired hot water tanks,such as storage tanks and backup s#arage tanks for solar water-heating systems,mull#lave A nova I Date 08/17/21 11 -0(I)1= a minimum of R-12 external insufallore or R-16 internal insulation where the intemal insulation R-value is indicated on the exterior of the tank_ z pp Air Lpakaga.Mani timed fer4shatiore,9crt9 wd04rs,ared exterior pet do=must limit air leakage to 0-3 CFM per square fool orless Signature J�ffre Tsumura §110•B(a)1: vrfneri tasted w NFRC400,ASTM E283 ocAA#riAWMAfCSA fi01A,S,2f,4440-2011,' 4YaUer Pip�np.Solar dater-healing System Piping,and Space Cone it€onin System trine insulation-All d hatwaterpiping roost be insulated as specified in Section 609.11 of the Califomis Plumbing Code.In addition,the fallowing piping condrtions must have a nrdrrimum Case Manager Labeling,Fenestration products and exterior doss mull have a label meeting rile requirements of§10-111(a), insulation wall#kkr4 ss of one inch or a minimum irnsutaition R-value of 7,7;tie frsl frvc feet of cold watar pipes from the storage teak;all hot w Field fabricated exterior doors and fenestratian products moat use U-factor$and solar heat gain o elnciem(SHGC)values tam Tanblels §160-N) water piping with a nominal diameter equal to or greater than 314 inch and less than arse inch;all hot water piping with a nominal diameter less w 110,6(b): 110-&A. 110.6-B,or JA4.5 for exterior dq They must be cafillced andkK weatherstii�pdd.' Than 314 Inch that is:associated wish a domestic hot water redn-ufallon system,frram the heating source to storage tank or between tanks, Air Leakage.All joints,perietrat ws,and other openings in the building envelope that are pabarriial sormoes of air leakage rust be caulked, burned below grade,and from the healing soures to kilphlen fbcwwS.' �110.7: gl�gtgd,or weatfeer stripped. Insulation n Prolactian.Pipiq it eSuwon mull be protected from damage,inducing that due to sunlight. moisture,equipment maintenance.and §11 Q9(a): Insulation Conlilicatlion by Man ufacturers.Insulation must be cBflyfie,d by HV DeWrrmrn of Consumer AfFairs,Bureau of Household reds wind as required by Section 120.3(b).Inrsuiatian exposed to weather must ba water retardant and protected from UV light(no adhesive tapes). and Services BHG3. § t )3_ Insulation covering chtiled water piping and refrigerant suction piping located outside the conditioned space musl include,or be protected by,a z 110,g(g). insul$tlon Requimmen*for ftited Sigh Floors-Heated slab Coors must be irrsulsted per Me requirements of§ 110-€3(g). Class I or Class 11 vapor retarder.Pipe insulation bused below grade must be installed in a waterproof and norncushable casing or store, Roofing Products Solar Ro%cta nro and Thef"Emitkancs.The Thermal erniMrkce and aged solar neff6ctance values of the Kdng Gas or Propane Wafer Heating Systems,Systems using gas or propane water heaters to serve individual dwelling units must include all of §110,8(i): material must meet the requirements of§11 0. i and be labeled per 10.113 when the insWlhow of a cod roof is specified on the CF1R. the following:A dedicated 125,roll,20 amp elecisrical reooade connected to the else ft parcel vath s 120040 volt 3 o0ndudtor,10 AWS §110.Ny Radiant Bamer.When required,radiant barriers must have art emikkanc:8 of 0.05 or less and be Certified to the Dep parch of Consumer Affairs, capper branch circuit,within three fee#of the water heater without obstruclaon.Beth ends of the unused caniAlclor must be iabeled with)fie Ceiling and Rafter Roof insulg0on,Mirnirnum R-22 insula0w in wood-frame Ceiling;or the weighted average Lf-factor mull nol exam O.M. §150-0(n)1; ward"spare"and be dwbrically isrolaled-Have a reserved single pole circuit breaker space in the electrical panel adjacent to the circuit breaker Minimum R-19 or weighted average U factorof 0.054 arless in a rafter roof alteration.Attic access desks must have permanenHy attached for the branch cult and labeled with the words"Fuwre 240V Use";a Category III or IV vent,or a Type B vent wigs straight pipe betweeen Pie §150.0(a): insulation using adhesive or mechanical fasteners.The attic access must be gasketed to prevent air leakage. Insulation must be installed in outside terrnirialionn and the space where the water heater is insWIled;a condensate drain final is rno mole than two inches higher than the base direct cornt0 with a condnums.roof or 00ing which is sealed to limit infiltration and Bxfiltration as sp9Cifoed in§ 110-7,including bul riot Itmiw of the water heater,and albnws rralural draining without pump assistance;and a gas supply line wiilh a capacity of all.least 20a,D0a Btu per hour. v20 to&qqg.insuEation either above or below ttie roof deck or an tad of a drywall ceiling,' §180-i}(n)2: Recirculating Loops.Redreutating loops serving multiple dwelling units muss meet the fequirements of§110,3(c)5, y §160,0(b); Loose-fill lnsu Wdon.Loose fi11 ins�uldon must meet the manufacturer's required density far the labeled R-value. Solar Water-heating Systems.Solar water-heating systems and collectors must be certified and rated by the Solar Rating and Certification tr g Wall Insulation,Minimurm R43 insulation in 20 inch wood framing wall or have a Wadbrof 0.102 or less.or R-20 in fram M inch wood ing ar §160.0(n)3; Corporation(SROC),the lntemabonal Association of Plumbing and Mechanical t]fFcials,Research and Testing(IAFMO R&T),or by a listing _` §150.0(c)= have a U-fador of 0-0T1 or less.Opaque net-framed assemblies must have an overall assembly U-#acbnr riot exceeding 0.102-Masonry walls agency Thal is approved by the Executive Diredor- must meek Tables 150.1-A or B.' 'iY 4- � Ducts and Fans Measures: t Raised-floor lnsulMion.M Nrnum R-19 irksMon in raised woad framed ibor or 0-037 maximum l-Hfachor,' Y Ducts, Insulation installed art an existing space-condltionng duct must comply with§604.0 of the California Meclhanical Code(CMC)-If a Stab Edge Iriserla#ion,Slab edge insulation mustroast all of the followdrrg;have a water absarpticn rate,far the insulation ma terial alone without § i 10 6(d)3_ cantrarctar iristaMs the insulation,this cori#factar must certify to the customer.in writing.That the irisutation meets this requirement. Iva o §150,0(f): lacings.no greater than 0.3 pefoml,have a water vapor pefrneance nto greater than 2.0 perm per inch:be protected from physical damage and UV 101 delerioralion;and,when installed as part of a heated slab floor,meet the requirements of§110.8(g). CMC Gomptaance.AIi air-distribution system ducts and pie urns must meet the requirements of the CMC%601,0,602,0,603,0,604.0,805.0 In m Vapor mEimale zones 1 through and ANSYSMACNA-ON-20U8 HVA�G DuctConstrtrc ion Standards Metal and Flexlble 3rd Edition.Portions of supply-airand retum-air ducts and apor Retarde rough 16,the earth floor of urrverited newt space must be covered with a Class l or Class Il vapor plenums mull be insulated to a minimum dnw#affed level cf R-6.0 or a minimum installed level cf R-4,2 when duds are entirety in ourdidaned p §1 .0(0)1: retarder,This requ€rement also applies tD c n#dled-ventilation craM.spaoe tar.buildings oarnplyirrg wild the exception ip 150�d)I_- space as aoArmed through fifeid verification and diagnosbc testing(RA3,1.4,3,8).Portions of the duct system completely exposed and .1 e Vapor Retarder.In cfimale zones 1'4 and 16,a Class l or Class I I vapor retarder must be installed on the conditioned space side of all sumnunded by dkedy conditioned space are not required to be insulated.Connections of metal ducts and inner care of flexible ducts must be v y §1550,0(g)2; insulation in aII exterior walls,+renled efts,and lutvenW WOCs with air- rfnaable insulatb ar. � E § 150-4(m)1: meCilartacally fastened.Op$nirigs roust�sealed with mastic,tape,or other duCt�losurB syslBm That nee+ets the applicable rgqudremenks of UL � o Feneslralaon Products.Fanesttalion,including skylighis,separating conditioned space from uncond"ad space or outdoors must haw a 181.UL 1 M.or UL 1818 or aerosol seAwl that meets the requirements of UL 723. If mastic ar tape is used to seal openings greater than l §150.0(q): maximum Wactor of 0.68;or the weighted average U-facl.or of all fenestration roust not exceed 0.58.' inch.the comboination of mastic and either mesh or tape must be used.Building cavities,support platforms bnr air handlers,and plenums 1:Irepiaces,Decorative Gas Appliances,and Gas Log Measures. designed or owslructed with materials other than sealed sheet me45I,duct board or Hcxff)Ie duct must not be used io conveyrconditioned air. o Building cavities and support platforms may contain ducts.Duds inistaffed in cavities and support platforms mull nol be compressed to cause 110, a Pilot Light,Continuously burning pilot Iiill;hts are not alkrnied)tar indoor and outdoor fireplaces, reduotiorhs in the cross-sectional area,' " Closable Doors_Masonry or factory-built greplaces must have a dosaWe metal orgies door covering the entire opening of the firebox, Factory-Fabricated Duct Systems.Factory-fabricated duct systems must comply with applicable requirements far duce construction, ©2020 ALI'S CONSTRUCTION&REMODELING INC. Combustlon Intake,Masonry or fat"-built fifepfaces must have a mnbm§w outside air intake,which is at least Six Square inches In area § 150.0(rm)2; oannedois,and dcsures;joints and seams of duct systems and their oampannents musk not be waled with clattr back rubber adihesive duct ALL RIGHTS RESERVED. §150.0(e)2. and is enuipW with a readily accessible,operable,and tightAfting damper or combustion-air control device.' tapes unless such tape is used in combination with mastic and draw bands- §150.0(e)3: Flue Damper,Masonry or Factory-built fireplaces must have a flue damper with a readily accessible control.' Field-Fabricated Duct 9yfstams.Field�f2briratsd duet systems must comply with applicable requirements for pressure-sensitive tapes, 150-0(m)3: mastics,sealants,and other requirements specified for dudcalwhictinn. $pace Conditioning.lNalic ition. a end Plumbing andSys air frteesunrs: §150 0(m}7= Backdrafft Damper.Fan wyslems that eecdhange air beWnri tha wndilioned space and outdoors must have barckdraft crr automatic dampers. Certifocation.Healing,ventilation and air moredilioning(HVAC)equipment,water heelers,shnwerheads,faucets,and ad other regulated appliances must be certified t y the manufacturer to the Califomia Energy Commission,' Grawlty Venttladan Dampers.Gravity ventaating systems serving coniddarled space must have either automatic ar readily aoces.56a, 110.2 a: HVAC Efficiency.Equipment roust rneel the applicable effecfency requirements in Table 110.2-A through Table f 10.2-K.' §150.0 MA manually aperatad dampers in all openings to the outside,except combustion inlet and eutlel air openings and elevator shalt vents- Conbrols for Heat Pumps with Supplementary Electric Resistance Heaters,Beal pumps with supplementary electrie resistance heaters Protecfion of Insulation.Insulation+must be protected from damage,sunlighl.r noislum,equipment maintenance,and wind-Insulation exposed 110.2 b: roust have controls thel prevent supplemenlary healer operation when the healing load can be met ty the heat pump alone;and in which the § 150-0(m)9; to weather must be suitable for outdoor service,For exampte,protected by aluminum,sheet metal,painted canvas,or plastic offer,Cellular § ( ) cut-on lBmpera#ure for compression heating is higher than the cut-on temperature for supplemwnlwry heating,and the cutoff lempefature for foam insukabw must be prolected as above or painted with a coating that is water retardant and provides shielding from solar radiation, compression heating is Wer than the cut-off temperature for suppkNnent@ry heating! §150.0(m)10; Porous ironer Care Flex Duct.Porous inner ore flex ducts must have a non-porous layer between the inner care and outer vapor barriw- Thermostats.All heating or cooling systems not controlled by a central energy management control system(E MCS)must have a Duct System Seating and Lefwge Test,When space conidffwing systems use forced air duct systems to supply conditioned air to an setback thermostat' § 1510(m)l 1: occupiable space,the ducts must be sealed and duct leakage tested,as owfirmed through field verification and diagnostic testing,in Warr HwUng Recir isdon Loops Serving Multiple Dwelling Uriils,Waler heating mdreu Wm IoWs.serving muI5*dwelling units roust accordanos with§150,0(m)11 and Reference RmWer4al Appendix W. §110,3(c�4; meet the air refease valve,backflow prevention,pump priming,pump isolation valve,and rearculalion loop Cann on requirements of Air Filtration,Spare conditioning sydarns with ducts exceeding 10 feet and the sappily side of ventilation systems musl have MERV 13 or w depth or can be one inch Mist o Isalet .U(m)42-. equivalent filtem.Faters for specae condkfioning systems must have a two irmht rf sand per Equation 150-M. Pressurekon Valves,Instantaneous water heaters with an input eatlrig greater then fi B kB6u per boric(2 kW)must breve isalabon valves�niftt hose 150 drops and IaWing must meet the requirements in§d 50,0(m)12.Pillars must be accessible for regular service.' §110,3{c bibbs or other fittings on.biro cold and hQ1 walsrfines to allow for flushing the water heater when the valves are Ctosed. Pilot Li his.Conlinuously burnin Iot li ht$are PmNbited for natural s;fart cerival furnaces;bwerehdd woi mioq apoanm(eXOW Spat*Coo di#ioning System Airflow Rate and Fan Ef 5tcy.Spec$corlditiorring systems that Use ducts W supply cooling must bave a We appliances without an electrical supply vdtWe carumcSw with pilal lights that consume less Than 150 Btu per hour);and pad and spa healers.' for the placement of a static pressure probe,or a permanently installed static pressure probe in the supply plenum.Alffim must be�t 350 CFM B+rildtng Cooling and treating Loads.Fieetirrg and�pr corSGrrq leads are calculated in arccardarrce vridh the ASHRAEHandbook, -D Im)t3= pi ton of nominal cooling capacity,and an air-handling unit fan efficacy 5 0-45 watts per CFM for gas furnace Blr handtefs ands 0-58 welts per LI__I R GFM,field veri 160, h)1; Equiprnerhl Volume, )cations Volume,and FundamenLeis Vdtime;the 3MACNA Residential Comfort S m Installation Standards unfit for all others,Small dud high veteaty systems must provide 8n airflow a 254 CFM per bun of nominal coaling capacity,and an air-hating C) z I!�lanual;or this ACCA anual J using design crafty m spKMW in§150-0(h)2. it fan efficacy s 0,62 watts per verification telling is raquifed in a000rdarica with Reference Residential Appendix l�l3 3.' O �- w 01 Low-Rise Residential Mandatory pleasures Summary 01 Low-Rise Residential Mandatory pleasures Summary p C)O L ) 40l�aquiremerns for Yenfilatiorr and Indoor Air Quality; lnteaaor Switches aril Cwift e.An energy management cor�'d syrstairr(EMCS)maybe Lead to comply+wilt conird r"Urements i1 it Q U §liequirerreanls for Ventilation and Indoor Air Quality.Ail dwelling units must meet the requirements of ASH RAE Standard 82.2,Ventilation 150A(I G: provides fundioniahityof the specified rontraf according to§110.9,,meats the installation{oWwate requirements of§130,4;meets the < EMCS r uimmertts of 1313-0 e;and meets all othef f uiremarits in 160.0 2. Q and Acceptable Indoor Air Quality in Residential SuiWings subject to the smendmerM specfied i in§150.0(o)t- wit d; w z _ _ Interlar Swif�ches and Controls.A multisoene programmable controllercontrollermay ller he used to camp wimmer ragtrarements in§ 150-0(k)if it (, Single Family Detached Dwelling Units.Single family deWhed dwelling units,and aiiadwd dwelling units not sharing ceilings or ffoors with §150.0(k)2H. rovides the functionality of a dimnlar;=rdi to§110.9,and corn les wRh all other& is bli1 ufrement3 fob§150,0 _2. 7 §150-0(0}1 C_ other dwelling uNts,o=piable spaces,public garages,or commercial spaces must have mechanical ventilation airflow prfwWed at rates Interior Switches and Controls,In bathrooms,garages,laundry rooms.and trtility rooms,at least one luminaire in aach of Mess spaces roust Z z determimod by ASHRAE 62.2 S%6ms 4-1.1 and 4-12 and are specified in§150-0(o)IC- §150L(k)21: be owirolled by an occupant sensor or a vacancy sensor pr�rg autorwk-off functionality-if an occupant sensor is iftsti011ed,it must be Q L J Q Multifamily Attached Dwelling Units.Muftifarrrdly art eW dwelling urats muss have mechanical wentilaiion airflow provided at rates in initially con*red to manual-on operation using the manual control required under Secduri 150,0(k)2C, 0 � z accordance w4h EquadoR 1S0,0-B and must be either a balanced system or continuous supply or Continuous exhaustsystem,9a bAwced Interior Switehas and Controls.Luminaires that are or contain light sources that meet Reference Joint Appendix JAB requirements for � LJ-J - §150.0(o}1E; system is not used,all units in the building must use the same system type and the dwelling nit envelope leakage roust be 0.3 CFM al 50 Pa §§t 0.0(k)2J: dimm rig.and that are not controlled by occupancy or vacancy sensors,must tiave dimming 9MOls' (4.2 inch water)per square surface area of dwelling unit envelope surfa area and v0fied in oopordance with Reference Residential Appendix RA3-$. i50�q(k}2l{; interior Switches and Controls.Ufrden cabinet lighting must be controlled sepanatelyfrom cailing�nslatled lighting systems. Q 0 '0§ Multifamily Ruilding CROW Ventilation Syswms.Central venfikw on systems thy#serve muldpfe dwelling units must be f�Ianced to provide Residential Outdoor Lighting.For single-family residential buildings,outdoor%bb%perrnanenetly mounted to a fesidenbal building,or to other IL §150.0(ol1F: ventilation airflow for each dwelling unit served at a rate equal to or greater than the rate specified by Equation 150.0-B.AJI unit airflows musl be §150-0(k)3k buildings on the same lot,roust meet tie requirement in flern§150i0(k)3M(ON and OFF switch)and the requirements in cither m IL ` 0 w within 20 percent of the unit with the lowest airflow rate as it relates to the individual units minimum rNuIred airflow fate needed inr compliance. §t50- k Ail(photocell and either a molicn sensor or auturnaW time whhch oanlyd or J 150 k AM astronomical Ume dock,or an EMCS, � O CV IL §150.0(u)1G; Kftrtien Ra t� nge Hoods. Wen range hoods must be roiled for sound In aobwlanice with Section 7.2 of ASHRAE 62.2- #residential Outdaon Lighting,For low-rise resrderitial buildings whh four or afore dn�elling units,outdoorIighGng forprivale patios,er"rKes, ' ^ � Field Veriftcatian and Diagnostic Tewlang.Dwelling unit ventilation airflow must be verified in accordance with Reference Residential §150-0(k)3B: balconies,and parches;and residential parking lots and carports wilh kiss than eight vehicles per site roust comply with either§150.0(k)3A or V J IL § 150-0(0) : Appendix RA3.7-A lcilchen range hood must be veefied in accordance with Reference Residential Appendix RA3.7A.3 to confirm it is with the applicablerequirements in Section 110.9,130-0,130-2, 130.4.140-7 and 141.0- rated ty HUi to oomply with the airflow rates onsd sound requirements qg$K9ciW in Section 5 and 7-2 of ASHRAE 52.2- Residential Outdoor Llghbng.For low-rise residential buildings wft four or more dwelling units,arty outdoor INtiting for ri s"nUal parking lots § 150.0(k}3C: or carports wits,a total of eight or more vehides per silo and any outdnar fighting nol regulated by§150-0(k)3B or§150,0(k)30 must comply with Pool and Spa Systems and Equipment Measures: ft apOigble uirem%ls in Sections 110.9.130-0, 130-2, 130.4,140.7 and 141.0- Ger#ff5catfon by Manufacturers.Any pool on spa heating system or equipment rmst be certified to have all or the following:a thermal efficiency Internally inutrninated address signs.Intemally illuminated address signs must comply with§140.11;of must consume no more than 5 watts of §11 CA(a)_ that corrtpiies with the Appliance Efficiency Regulations;ari on-off swibnn mounted oulsrde of Ire heater twat aIWws shutting off the heater t6o�0(k f: power as delermined awdiing to§t 30. c. without adjusting rile lrre mostet sethrig;a pemianent weathegirud plate or card with aperabng instn.ic#ions;and must not use electric Resldend8l i wages for Eight or More VshileWs.Lighting for r29idendal part ng garages for eight or morn vies must comply with the a. resistancelheafing,' §180-0(k)6= applicable requirements far nonresidential ra es in Sections 110,g, 130.0, 130,1,130,4,140,6.and 141,0. _ __ P - --g--�.-- --- -- Piping.Any pool CT spa heating system or eWipmmnt must be installed With at Gaftl 36 inches of pipe between the Hbter and the heater,or Interior Common Areas of Low-rise Multilf�amlly Residenflal Buildings.In a low-r6e multifamily residential building where the total inetarior z L � §110-4(b)1: de�dicaWd wcOun and return limes,or built-in or built-up connections to-allow for future solar heating_- 150- k common area in a single build) equals 20 percent of less of the floor area, nentl installed lighting far the interior oammon areas in That � ' o § 4{ A n9 n9 lea Y' 9 Q §t 10-4(b)2: covers.Ovtdwr pools or spas that here a heat pump of gas heater must have a cover, building must be comply viilh Table 15D-0-A and be carrtralled by an oompantsem5or. z c o p, c o O Dfrecliowl Inlets and Time Switdm for Pools.Pods must.have directional inlrlts that atttequately Mix the pod water,rend a time switch that hiterior Common Areas of Low-rise Mutt 4mllyr Ruidentlal Buildings.In a low-rise multifamily residential building where the lotal interior w p o0 O � §110-4(b)3: will allaw al pumps to be set orpragrarnnfied to run only during off-"q!q c demand pgLods. common area in a single building equals more than 20 percent of the floor area,permanently installed I�hting for lhie frilerkw oornmon areas fn o z CO o z that building must, O � � Q O � §110.5: Pilot Lfghk (Natural gas pool and spa h9et9rs must not have a continuously burning pile#tight, § 150- (k)BB: i,Comply wish the appfimaNu requirements in Sectons 110.9. 130.0, 130.1, 140.6 and 141.0;arrd w w X @ � o Pool SysWrne and Equipment installation.ReidWenW MI systems or equipment must meet the specified require-rn ra s for pump izing,ticw ii. Uglhting insialled in corridors and stairwells must be contrdfed by occupant sensors teat redume the lighting power in each space by at least Of ILQ z 0, § t ti(P1 rate,piping.filters,and valves,' 60 anent.Th,e Dccu rit sensors must I Ca bfe of Wmir the I' I full on and off from all{Icsi hied lfts of i ess and ress- °c U w O Pe pa � 9 r9h Y 9 Pe � o Ligh#ingMeasures, Solar Read 9uelldlags: o o U z i > D O w Lbphfifig Caritrols and CornporuerrSs.All lighting canl<al devices and systems,ballasts,and luminaires must meet iris applicable fequiremenls Singgle Fam fly Residences.Single family r85idenCes Io�ated in subdivfSicns with 10 ai more single f8mify re5ihences and where tho U m '0 of N z §fi 10.fi0(2)f; application for a tenkaWe subdivision map for the residences has been deemed compfele and approved by the enforcement agency,which o cn w Luminalre E All installed Iuntiniaifes roust meet the uirements in Table I50,0-A, do wl have a hotwolWh,-s tam installed must comply with trine uirernems of 110-14 b thrqu h 1t0-10 e- a z J - Blank Electrical Boxes.The number oFelectrical tuxes that are more titan five feet above the finished flaorand do rill contain a lumfriaim or Low-rise MultifamHy Bu N&ngs.Low-rise muilidamfly buildinigs thiat do not have a phokwolltaic system fnstalled musk comply with the z Q � Ul � §150.0(k)i B. other dewlce must be no greater than the number of bedrooms.Th*8 e*tkical boxes must be served by a dimmer,vacancy sensor Control,or §110-fi0(a requirements of§110-10(b)through§114,10(d)- 00 � w o fan:speed control, Minimum Soler Zono Area.The solo(zone musl have a minimum total area as described below.The ader zone mull comply wi#hr access, o --I Q Recessed Downlight Luminaires in Callings.Lurrtiinsiies recessed into ceilings musl meet all of the requirements for:insulation owtact(I C) pathway,smoke ventlation,and spacing requirements as specified in Tills 24,Part 9 or other parts of T&24 or in any"imi-ernents adopted by - vi -i §155CAk)i C: labeling:air leakage;sealing;maintenance;and socket and ligtrt source as described in§150,0(k)l C. a local jurisdiction.The solar zone latal area musk be comprised of areas thiat have no dimenMw less Ihan 5 feet and are nn less than 80 o J - w Electronic Ballasts for Flueoreseent Larnps.Ballasts for ffum&mn trl lamps rated 13 watts or greater must be efec *and roust have an square feet each for buildings with ro[rf areas less than r equal to 10,000 square feet or no less Than 160 aquae feet each for buildings wish Q o ~ §160.0(k}113; ut ugn no Iess than 20 kHz. §fi 10.fi0(b)fi; mof areas greater than 10.DD0 square W.For single family residences,the solar zone must be located on the roof or overhang of the building - Wght Lights,Step Lights,and Path Lights.N*t lights,step lights and path lights are nol required to comply wilh Table 150.0-A or be and have a total area no less than 25G square feet For law-rise nn&-family btrtldings the solar zone neust be Iocaled on the root or overhang of §150-0(k)l E- controbed by vacancy sensors pfak ed they are rated to consume nia more Uhafn 5 watts of power and emit no more than 150 lumens. the building,or on the roof or overhang of another structure located witNn 250 feet of fhB building,or on Covered parking inwifed with IN Lighting Integral to Exhaust Fans.Lighting inlegrA to exhaust fans(except when installed by the manufacturer in kitchen exhaust hoods) building prajiect,and have a fatal area no less Ihan 15 percent of the total roof area of the building exduding any skylight area.The solar zone §150.0(k)lF; must meet the applicabW re uirenienis of§150. k .' requirement is applicable to the entire built in .incluckng mixed oem nc ,' §150.0(k,)1 G-, Screwy based luminaires,Screw bowed Iumii-winm must camarin lamps thal comply with Reference Joint Appendix JA9,' §t 10-10,p)2: Azimuth-AJI sections c#the solar zone located err steep-sloped roofs must be oriented between 90 degrees and 300 degrees of true north. LI ht Sourcerx in Enclosed or Racessed Lurnfnalres,tamps and other separable light sources that are not compliant wMi the JA8 r;levaled 110-10 )3pc ing,The solar zone must not contain any obwtrtrctieas,including but no#limited ln;vents.chdmneys,archikecktiral features,and roof ESIGN AZ �160.0(Ic)1H: � � � � moun mounted t. CHECKED AZ lempmawfe requirernems,including marking requi rements,roust not be installed in em*xsed or recaeswi Iuminalm. !hadkng.Any obstruction lonstad an the roof or any other part of the building that projects above a solar zone musl be located at feast twice the Light Sous In fOrwors,cabinets,acid Linen Closets.Uohl swrC88 internal to drawers,Cabinetry or linen closets arse not required to § f 10.fi(l(t))3B; distance,measured In the horizontal plane,of the height dlffeienoe between the tr$est polnl of ibe obstruc4on and the borizontal projection of SCALE AS NOTE D 160.0(k)l1: comply with Table 15+0.0-A or be coriWlvidl by vacariiy sensors provided the#they are rated to oo ww'ne no more than 5 watts of power,emit no the dearest faint of the solar zone,measured in tie verticat plane,' -.- -.__ more U 150 furnem,and are equipped with cwkk that aubrAcalfy him Iighbrig off when the drawer,cabinet or linen closet is closed- Structural Design Loads on Construction Documents.For areas of the roof designated as a solar zone,the structural design loads for roof JOB N0. 2 020 lan §150-4(k)2A- Interior Switches artd Conn mis.All forward phase cut dimmers used with LED light sources must comply with NEMA SSL 7A. deaf load and foal live load must be cfearly indicated an the omstruebon documents- ISSUED FOR BUILDING Interconnaeflorn Pathways,The coristrudorn dwurrrents must krdleale;a Ioce m reserved for inverters and metering equipment and a §150.0(k)2B: Interior Switches and Cori#oka,Exhaust fans must be controlled saparalely from lighting syslams,' §110.fif](c); pathway reserved for roWng of cwduit from the solar zone to the paint of inntenwnnoction with the eledical&iNoe,and faf single fam4y DATE 05/26/2021 Interior Switches and Con#ola,Ligilhting must have readily accessible wall-mounted contrc9s that allow the fighting to be manually residences and central water-heating systems,a pathway reserved for routing plumhingffmm the sdarzone to flee water-heabrig system. §150-0(k)2C: turned ON and OFF.` 09cum$nteWn.A capyof the oxr.1trucbm doeummfts era comparable do€+umeni inidimdN the irdarrrration from§110.10(b)through SHEET §150-4(k}2D: lntedor Switches and Con"I's-Cords and equipment must be installed in acmordancce with manufacturers instructions. 110,1 C mW be.pmv&d W Ule O=panL Interior Switches and Controls.Cords must riot bypass 8 6iimmer,cocupant sensor,or vacancy sensor fanction If the coned is installed to §110.t0(e)t; Main ElecitrleA Service Panel.The main dedncal savIce penal must have a minimtrm btsbef rating of 2DD amps. §180-0(k)2E, comply with J 150-1)k , Maln Electrical Service Panel.The main electrical service panel muss have a reserved space to allow for fhe Install-ton of a double pole drouh §1a0.0(k)2F; Interior Swatches and Controls.Lighting owtrols must comply with the applicable requirements of§110,9, §110-t0(e breaker for a future safer electric ins3al%tion.The reserved space must be permamrntly marked as'For Future Solar Electric'. T24 C 5mmunity Development Department Planning Division—Cupertino LEGEND SURVEYOR'S STATEMENT CUPERTINO APPROVED THIS MAP CORRECTLY REPRESENTS A SURVEY DONE Case # DIR-2021-014 • FOUND AS NOTED JP JOINT POLE BY ME OR UNDER MY DIRECTION IN CONFORMANCE ApplicationNumber(s) O SET AS NOTED 0 PP POWER POLE WITH THE REQUIREMENTS OF THE LAND SURVEYORS PROPERTY LINE 0 UP UTILITY POLE ACT. THE BOUNDARY LINES SHOWN HEREON ARE Approva Body: Director/ Staff —ss— UG SEWER LINE X TP TELEPHONE POLE BASED ON A BOUNDARY SURVEY DONE BY WILSON Approva Date 08/17/21 -w- UG WATER LINE BOLLARD LAND SURVEYS. Signatur Jeffrey Tsumura UG GAS LINE ® VALVE 4-12-21 Case Manager —P" UG PHONE LINE HCP SYMBOL ---------------------------------- -E— UG ELEC LINE - SIGN KENNETH D. WILSON LS 5571 DATE —011— OVERHEAD LINE y UTILITY BOX TRAFFIC ARROWS BENCHMARK E❑ ss COM TRFC SL IRR ® SANITARY SEWER MANHOLE ELEVATIONS FOR THIS SURVEY ARE BASED ON ASSUMED TRAFFIC SIGNAL SD STORM DRAIN MANHOLE ELEVATION OF 500.08` AT CONTROL POINT 4. LAMP POST COMMUNICATION MANHOLE 3 FLOW Llli Doti tea- WOOD FENCE d PERC TEST GENERAL NOTES CHAIN LINK FENCE FIRE HYDRANT 1. TREE SIZES AND TYPES ARE APPROXIMATE AND •� GUYWIRE SEWER CLEANOUT SHOULD BE VERIFIED BY A CERTIFIED ARBORIST. 2. FINISH FLOOR ELEVATIONS ARE TAKEN AT DOOR MB MAILBOX SURVEY CONTROL POINT THRESHOLDS. h° 6 - CONCRETE ELEC METER 3. BUILDING CORNERS WERE LOCATED AT FINISH EDGE OF PAVEMENT ,o° kooh� k°o EM BUILDING ZWI GAS METER LOCATIONS (STUCCO, BLOCK OR WOOD AS IT EXISTS IN BRICKS RE WATER METER THE FIELD). goo PAVERS ❑-o LIGHT POLE AND LIGHT �o EMEWDOMES RETAINING WALL OR CMU FENCE WALL UNDERGROUND UTILITY NOTE GROOVED CONCRETE ® DROP INLET UNDERGROUND UTILITY LINES, IF SHOWN, DEPICT OUR MONITORING WELL 777rr BUILDING ESTIMATION OF WHERE THE ACTUAL LINES MAY BE 150 FEET FROM HERE LOCATED. THE LINES WERE DETERMINED BY CONNECTING TO NEAREST FIRE HYDRANT VISIBLE UTILITY APPURTENANCES AND ALSO BY USING PAINTED MARKINGS PLACED BY OTHERS. THE UNDERGROUND ABBREVIATIONS UTILITIES MAY OR MAY NOT BE AS DEPICTED ON THIS SURVEY. NO LIABILITY IS ACCEPTED FOR ANY LOW LINE �^ LO LIVE OAK DISCREPANCIES, OMISSIONS OR ERRORS WITH REGARD TO �� °°° SAID UNDERGROUND UTILITY DEPICTIONS ON THIS SURVEY. EDGE OF PAVEMENT O o° WO WHITE OAKoti EUC EUCALYPTUS RW REDWOOD TITLE REPORT NOTE \ oo PUE PUBLIC UTILITY EASEMENT o o° CE CLEARANCE EASEMENT A CURRENT TITLE REPORT WAS NOT AVAILABLE AT THE O ° 0 V ati k��o h°°�(v WO WHITE OAK TIME OF THIS SURVEY. EASEMENTS MAY EXIST ON THIS ,(� °1b, WO WHITE OAK PROPERTY WHICH ARE NOT SHOWN. A CURRENT TITLE WO WHITE OAK REPORT IS REQUIRED IN ORDER TO DETERMINE THE ob WO WHITE OAK EXISTENCE OF ANY EASEMENTS OF RECORD. THE BOUNDARY WAS DETERMINED FROM THE CURRENT VESTING DEED. �. ooze . CP #4 - o 1g o e ° N 8' 8" PIN _ o°°oo A 10 =42.00 o� g„ PI IN L=34.35' � PIfyE °� D= 46°51'20" �I PINE .� ° �� LOT 34 °�� ° 0 8: PI �ti8 PINE o - 489 M 30 1 " PINE e Nti. . e e AREA: 0.2252 ACRES • LOT 33 t8" PI 9,811 SQ. FEET �° o h°� •ENE 489 M 30 e e e E _ _ _ �O°. - - •.�j°'�• - DLO O �q . e e e °N, e , 1 11,N WOOD ST 1 h °. . ;. �k .. . h° o�• �. oti h' GATE . . -6 0 h A °No,L QRI VE W kY irk N 12' TRE�ti -• : - - - FINISHED FLOOR 632>> 503.52 �' 00'� v LOT 21 4„ TREE 489 M 30 e a a a e e e �,°�"• RESIDENCE s o o o ° 0 .�. . 6 ;. ati ° . • ti U, CP h °� �,, . ,�,� fig; • PLANTER LOT 33 h°tee^ o 489 M 30 �,.I. ONl GA1�E _ otia Doti o °P••o��o y °°eo ,tip TEE Email: kenw@wilsonlandsurveys.com • ° _ _ yo -. ° v oo,CPoo,CPoo, o o _ �� LOT 22 www.wilsonlandsurveys.com 0 OODOOPo - - - °�' °�k `'°� A P L 4" TMLE �o �0 489 M 30 1 h Oo 00 06 006 000 000 0 ° e e e �° CP'#6. - STONE oD - Poo,C�oo(:Po _ CP #1104 _ 00 000 000 _ �� WIL130 ti' y0 04 ..tea ALUMINUM o Y N -yh°^� #65 - h°� Doti POLE ^ o 6 GRAPHIC SCALE �,d �g� FORAGE SHED mmmm h° �'� °° o�� ho�� 0 5 10 20 26> CARLTON CT. S oti� �°� o° o� o�' °� `�° °� �1 ��' �°� o� °� e� `'° `�°� LOS GATOS, CA 95032 o�N�A C C E S S I B LE `� �,° o"'' �o�' `' a `' �o"' �oD •h° •hog •,co°' °� 4 08-4 27-2279 �o`' ohti 17, RE '7'•TREE 1 "•REE 15" TREE TREE 11"•REE 16'•REE 5" TREE 23" TREE 28" TREE `� ho�ry� ( IN FEET >1 inch 10 ft.S89°43 TOPOGRAPHIC SURVEY 4 8 E = 155.27' LOT 27 AS REQUESTED BY: 489 M 30 SANGEETHA SUBRAMANYAM This map was prepared as an instrument of service for the preparation of plans and LEGAL DESCRIPTION: LOT 34 TRACT 7099 CITY OF CUPERTINO, LOT 26 specifications for construction on the 489 M 30 site shown on the map. The LAND COUNTY OF SANTA CLARA, CA information shown hereon shall not be used in whole or in part for any LOT 489 M530 s other project without written authority �lv� gOUGL,g of Wilson Land Surveys. !y/ 0 LOT 24 Copyright 2021 Kenneth D. Wilson, _ Wilson Land Surveys Inc. All rights W No APN: 342-15-056 489 M 30 reserved. Copies of this drawing shall Y 4-12-21 z have this notice. Any drawing using NO. 5571 the information on this map shall DATE: 4/12/21 contain the following: "Topographic Survey by Gatos,CA"Wilson Land Surveys, Los s� P SITE ADDRESS: 22686 MEDINA COURT CUPERTINO, CA 95124 9TF �F CA0F DRAWN BY: SCALE JOB NUMBER PROJECT I SHEET IMD 1"=10` M-050 M-050 1 OF 1