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R-2020-024, RM-2020-017 Approved Plan Set Community Development Departme t -tiVto-n Lin Haqkaw Owsine ZONING DATA SCOPE OF WORK o Planning Division - Cupertino z N to 'ekrino APPROVED - { DEMOLISH o Lf) � 1. R-2020-024, y 1 @F6Fd P1 w i ca e# SUNROOM CV A rs ��f. , • . APN 362-28-003 ROOFS/CEILINGS EXCEPT BATHROOM CEILINGS va I Body: Director/Staff ii ElemeritaF ZONING: R-1 -6 ENTRY PORCH Ar Ap r val Date 11/18/20 W Hi-I l n LAND USE: LOW DENSITY (1 -5 DU/Ac.) ALL CONCRETE PANELS IN PARK STRIPS flkr'I € 'I� � � � A L A B B . OCCUPANCY GROUPS: R3 & U ADDITIONAL LIVING AREA Sig tune Lauren Ninkovich Via V•(:o Case Manager- TYPE OF CONSTRUCTION: VB A. FRONT ADDITION (E) LOT SIZE: 6355 SQ FT B. REAR ADDITION GoWan C. 2ND FLOOR ADDITION India Cash And Carr EXISTING RAISE ALL LIVING AREA WALLS/CEILINGS TO 9 FEET E LIVING AREA...........................1824 ft. . ( ) 2 RAISE GARAGE CEILING TO MATCH LIVING AREA (E) COVERED PORCH....................142 ft.2 RAISE FAMILY RM FLOOR TO MATCH REST OF HOME % Blue' HHt Or (E) GARAGE...................................442 ft.2 NEW FRONT ENTRY PORCH �I � t ' �� (E) EVES.......................................286 ft.2 RELOCATE & REMODEL KITCHEN CD #j � f� (E) TOTAL LOT COV........2............2694 ft.2 LO NEW FORCED AIR UNIT IN GARAGE 20 mh drive - h uric Ph [1824 ft. +142 ft. +442 ft. +286 fit. ] REPLACE ALL (E) WINDOWS Q r (E) LOT COV PERCENT......42.4 /o REPLACE ALL (E) EXTERIOR DOORS ir�r �� (E) TOTAL LIVING AREA..............2266 ft.2 REPLACE (E) GARAGE DOOR WITH 1 Syr [1824 ft.2 + 442 ft.2] NEW LARGER GARAGE DOOR (E) FAR PERCENT..............35.7% UPGRADE ELECTRICAL METER & PANEL O % eb TO 200 AMP - SAME LOCATIONS z SQ FT CHANGES: NEW AC UNIT IN NEW LOCATION Three Oaks P-a f k• f f: m � cu do � ADDITIONS = 814 ft.2 2 NEW FRONT YARD TREE � f_ m A ADDITION...................................51 ft. NEW SIDE YARD SCREENING TREES w ., •ti ••.z f. 1•• ••-'ti.:1•lf.f ti •• •-. �T�f-till-;1 1 qX {•,f� ..� }ti 1.f:. •••.•r}f.{. ••}flff}•Y• •�},•1:'f1..I Y- •• f• ? B ADDITION...................................57 ft.2 f f 1 �IL rf 'f'S{111 r. '34i' C.aLIG 0 C ADDITION.................................727 ft.2 NOT CHANGING r DEMO (E) SUNROOM..................(-227 ft.2) GRADING V f DEMO (E) LIVING AREA.................(-21 ft.2) GAS & WATER UTILITIES Rainbow Dr � DEMO (E) PORCH........................(-142 ft.2) � • (N) PORCH........................................47 ft.2 �1 ti 'S{ff •r:�' .•.fti •. ', r :•.} •i•r{ •{•r{{ ti { •' 1f••f•• ti: r ~• 1 '�}1: -1• .• �f 1 -:�?:.'. :••• .y. • . � ,f• .•f :ff . ti:,:tif} �. .¢ . • �, few : }.: .} . r arr �k �.:1::•:9� ' S (N) CANTILEVERED EVES AA .......66 ft.2 •1••1 f L 'r � :f{ 1�. till}{•S•�}ti�f�s .�r.�11 r..tip:.;; :r���f••• 1 f ,••� .'�'•i ��ff.l}•f1� {,'f- ¢r•'• {•{1' �•� f ti' (N) CANTILEVERED EVES BB .......41 ft.2 0 fir' • tif�h..1.1 f O P F PROPOSED Q I 1 1 I I 2 �I � ����f � Nursery (N) 1ST FLOOR LIVING AREA ft. 0CV � ;C0 aL�����' �� (N) 2ND FLOOR LIVING AREA......727 ft.2 (N) COVERED PORCH....................47 ft.2 CV O (N) EXTENDED ROOF EVES.........107 ft.2 PLAN INDEX C0 U Narm ,.:.AREA MAP NS f { ............................. . . ftiM (E) GARAGE. .442 ft.2 (N) TOTAL LOT COV.......... . . .....2762 ft.2 ARCHITECTURAL z [2124 ft.2 +47 ft.2 +107 ft.2 +442 ft.2 +42 ft.2] Pg Al - AREA MAP ti CALGREEN NOTES (N) LOT COV PERCENT.....43.5% - SCOPE OF WORK Q (N) TOTAL LIVING AREA.............2853 ft.2 - ZONING DATA CALGREEN NOTES [2124 ft.2 +727 ft.2] - CAL GREEN CHECKLIST PER CALIFORNIA CIVIL CODE ARTICLE 1101.4 & CA GREEN BUILDING STANDARDS CODE SECTION o - PLAN INDEX 301 .1.1, "RESIDENTIAL BUILDINGS UNDERGOING PERMITTED ALTERATIONS, ADDITIONS OR IMPROVEMENTS SHALL REPLACE NONCOMPLIANT PLUMBING FIXTURES WITH WATER- (N) FAR PERCENT............44.9 /o cn CONSERVING PLUMBING FIXTURES. Pg A2 - PROPOSED SITE PLAN 1) 5.20 1 .1 SCOPE - BUILDING MEETS OR EXCEEDS THE REQUIREMENTS OF THE CALIFORNIA BUILDING ENERGY EFFICIENCY STANDARDS. - ASSESSOR & ZONING MAPS 2) 4.106.2 STORM WATER DRAINAGE AND RETENTION DURING CONSTRUCTION - A PLAN IS DEVELOPED AND IMPLEMENTED TO MANAGE STORM WATER DRAINAGE DURING Pg A3 - NEIGHBOR PICTURES Q CONSTRUCTION. FRONT YARD % IMPERVIOUS - EXISTING ELEVATIONS o 3) 4.106.3 GRADING AND PAVING - SURFACE WATER SHALL BE MANAGED TO DRAIN AWAY FROM BUILDINGS. Maximum Allowable Impervious Area Is Calculated: P A4 - AS BUILT & DEMO PLAN 4) 4.303.1 WATER CONSERVING PLUMBING FIXTURES AND FITTINGS - PLUMBING FIXTURES (WATER CLOSETS AND URINALS) AND FITTINGS (FAUCETS AND SHOWER HEADS) INSTALLED IN p g RESIDENTIAL BUILDINGS SHALL COMPLY WITH THE PRESCRIPTIVE REQUIREMENTS OF SECTIONS 4303.1 .1 THROUGH 4303.1.4.4. Total Front Yard 1688 ft.2 X .40 = 675 ft.2 Max - PROPOSED 1 ST FLOOR PLAN 5) WATER CLOSETS -WATER CLOSETS WITH A FLOW RATE IN EXCESS OF 1 .6 GPF SHALL BE REPLACED WITH WATER CLOSETS WITH A MAXIMUM FLOW RATE OF 1 .28 GPF. Actual Front Yard Impervious is 613 ft.2 Pg A5 - PROPOSED 2ND FLOOR PLAN E 6) URINALS - THE EFFECTIVE FLUSH VOLUME OF URINALS SHALL NOT EXCEED 0.5 GPF 7) SINGLE SHOWERHEADS - SHOWER HEADS WITH A FLOW RATE GREATER THAN 2.5 GPM SHALL BE REPLACED WITH A MAXIMUM 1 .8 GPM SHOWER HEAD. - CROSS-SECTIONS AA & BB U 8) MULTIPLE SHOWERHEADS SERVING ONE SHOWER - WHEN A SHOWER IS SERVED BY MORE THAN ONE SHOWER HEAD, THE COMBINED FLOW RATE OF ALL THE SHOWERHEADS AND/OR Pg A6 - EXTERIOR ELEVATIONS -� OTHER SHOWER OUTLETS CONTROLLED BY SINGLE VALVE SHALL NOT EXCEED 1 .28 GPM AT 80 PSI, OR THE SHOWER SHALL BE DESIGNED TO ALLOW ONLY ONE SHOWER OUTLET TO BE Pg A7 - BLOCK MEASUREMENTS E IN OPERATION AT A TIME. Pg A8 - ROOF PLAN 9) RESIDENTIAL LAVATORY FAUCETS - FAUCETS WITH A FLOW RATE GREATER THAN 2.2 GPM SHALL BE REPLACED WITH A FAUCET WITH MAXIMUM FLOW RATE OF 1 .2 GPM AT 60 PSI. - SEWER CLEAN OUT DETAIL 10) LAVATORY FAUCETS IN COMMON AND PUBLIC USE AREAS - THE MAXIMUM FLOW RATE OF LAVATORY FAUCETS INSTALLED IN COMMON AND PUBLIC USE AREAS (OUTSIDE OF - VENTILATION REQUIREMENTS C:)DWELLINGS OR SLEEPING UNITS) IN RESIDENTIAL BUILDINGS SHALL NOT EXCEED 0.5 GPM AT 60 PSI. 11) METERING FAUCETS - METERING FAUCETS WHEN INSTALLED IN RESIDENTIAL BUILDINGS SHALL NOT DELIVER MORE THAN 0.25 GALLONS PER CYCLE. - DOOR AND WINDOW SCHEDULES c6 -0 12) KITCHEN FAUCETS WITH A FLOW RATE GREATER THAN 2.2 GPM SHALL BE REPLACED WITH A FAUCET WITH MAXIMUM FLOW RATE OF 1.8 GPM AT 60 PSI.. - STAIR & RAILING DETAILS 00 3: 13) 4.304.1 IRRIGATION CONTROLLERS - AUTOMATIC IRRIGATION SYSTEMS CONTROLLERS INSTALLED AT THE TIME OF FINAL INSPECTION SHALL BE WEATHER OR SOIL MOISTURE-BASED. Pg A9 - ELECTRICAL PLAN C0 M 14) 4.406.1 RODENT PROOFING - ANNULAR SPACES AROUND PIPES, ELECTRICAL CABLE, CONDUITS OR OTHER OPENINGS IN SOLE/BOTTOM PLATES AT EXTERIOR WALLS SHALL BE - CLASSIFIED LIGHTING CHART O U) PROTECTED AGAINST THE PASSAGE OF RODENTS BY CLOSING SUCH OPENINGS WITH CEMENT MORTAR, CONCRETE MASONRY OR A SIMILAR METHOD ACCEPTABLE TO THE ENFORCING AGENCY. APPLICABLE CODES: Pg A10 - GAS LINE DIAGRAM •� 15) 4.408.1 CONSTRUCTION WASTE MANAGEMENT - RECYCLE AND/OR SALVAGE FOR REUSE A MINIMUM OF 65% OF THE NONHAZARDOUS CONSTRUCTION AND DEMOLITION WASTE IN 2016 CALIFORNIA RESIDENTIAL, BUILDING, Pg Al 1 - GENERAL NOTES ACCORDANCE WITH ONE OF THE FOLLOWING: 1 . COMPLY WITH A MORE STRINGENT LOCAL CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT ORDINANCE; OR 2. A CONSTRUCTION BMP - BEST MANAGEMENT PRACTICES WASTE MANAGEMENT PLAN, PER SECTION 4.408.2; OR 3. A WASTE MANAGEMENT COMPANY, PER SECTION 4.40 8.3; OR 4. THE WASTE STREAM REDUCTION ALTERNATIVE, PER SECTION MECHANICAL, PLUMBING, ELECTRICAL, 4.408.4. ENERGY, AND GREEN BUILDING CODES (I.E. Pg GB 1 - GB GREEN CHECKLIST 16) 4.410.1 OPERATION AND MAINTENANCE MANUAL- AN OPERATION AND MAINTENANCE MANUAL SHALL BE PROVIDED TO THE BUILDING OCCUPANT OR OWNER. 2015 IRC, 2015 IBC, 2015 UMC, 2015 UPC, T-24.1 - TITLE 24 - PRIMARY RESIDENCE 17) 4.503.1 FIREPLACE - ANY INSTALLED GAS FIREPLACE SHALL BE A DIRECT-VENT SEALED-COMBUSTION TYPE. ANY INSTALLED WOODSTOVE OR PELLET STOVE SHALL COMPLY WITH US 2014 NEC, AS AMENDED BY THE STATE OF T-24.2 - TITLE 24 - PRIMARY RESIDENCE EPA PHASE II EMISSION LIMITS WHERE APPLICABLE. WOODSTOVES, PELLET STOVES AND FIREPLACES SHALL ALSO COMPLY WITH APPLICABLE LOCAL ORDINANCES. CALIFORNIA AND CUPERTINO MUNICIPAL Q 18) 4.504.1 COVERING OF DUCT OPENINGS AND PROTECTION OF MECHANICAL EQUIPMENT DURING CONSTRUCTION. DUCT OPENINGS AND OTHER RELATED AIR DISTRIBUTION CODE). COMPONENT OPENINGS SHALL BE COVERED DURING CONSTRUCTION. ) 19) 4.504.1 ADHESIVES, SEALANTS AND CAULKS - ADHESIVE, SEALANTS AND CAULKS SHALL BE COMPLIANT WITH VOC AND OTHER TOXIC COMPOUND LIMITS. STRUCTURAL ENGINEERING 20) 4.504.2.2 PAINTS AND COATINGS - PAINTS, STAINS AND OTHER COATINGS SHALL BE COMPLIANT WITH VOC LIMITS. Pg SN - STRUCTURAL NOTES Q 21) 4.504.2.4 VERIFICATION - DOCUMENTATION SHALL BE PROVIDED TO VERIFY THAT COMPLIANT VOC LIMIT FINISH MATERIALS HAVE BEEN USED. Pg S1 - FOUNDATION PLAN m 22) 4.504.3 CARPET SYSTEMS - ALL CARPET SHALL MEET THE TESTING AND PROJECT REQUIREMENTS PER SECTION 4.504.3. ALL CARPET CUSHION INSTALLED IN THE BUILDING INTERIOR P S2 - FRAMING PLAN SHALL MEET THE REQUIREMENTS OF THE CARPET AND RUG INSTITUTE'S GREEN LABEL PROGRAM. ALL CARPET ADHESIVE SHALL MEET THE REQUIREMENTS OF TABLE 4.504.1 . g 23) 4.504.4 RESILIENT FLOORING SYSTEMS - AT LEAST 80% OF FLOOR AREA RECEIVING RESILIENT FLOORING SHALL COMPLY WITH THE REQUIREMENTS PER SECTION 4.504.4. Pg SD1 - STRUCTURAL DETAILS w 24) 4.504.5 COMPOSITE WOOD PRODUCTS - HARDWOOD PLYWOOD, PARTICLE BOARD AND MEDIUM DENSITY FIBERBOARD (MDF) USED ON INTERIOR OR EXTERIOR OF THE BUILDING Q SHALL COMPLY WITH FORMALDEHYDE EMISSION LIMITS PER TABLE 4.504.5. 26) 4.505.2 CONCRETE SLAB FOUNDATIONS - VAPOR RETARDER AND CAPILLARY BREAK IS INSTALLED AT SLAB ON GRADE FOUNDATIONS. RAHMANI & ASSOCIATES INC. z 27) 4.503.3 MOISTURE CONTENT OF BUILDING MATERIALS - MOISTURE CONTENT OF BUILDING MATERIALS USED IN WALL AND FLOOR FRAMING SHALL NOT EXCEED 19% BEFORE ENCLOSURE. INSULATION PRODUCTS WHICH ARE VISIBLY WET OR HAVE A HIGH MOISTURE CONTENT SHALL BE REPLACED OR ALLOWED TO DRY PRIOR TO ENCLOSURE. STRUCTURAL DESIGN & ENGINEERING 5 28) 4.506 INDOOR AIR-QUALITY AND EXHAUST. BATHROOM EXHAUST FAN SHALL BE ENERGY STAR DUCTED TO OUTSIDE. UNLESS FUNCTIONING AS A COMPONENT OF A WHOLE HOUSE CONSULTANTS VENTILATION SYSTEM, BATHROOM EXHAUST FANS MUST BE CONTROLLED BY A HUMIDISTAT BETWEEN A RELATIVE HUMIDITY RANGE OF 50-80. 1870 HAMILTON AVE, SAN JOSE, CA 95125 Q 29) 4.507.2 HEATING AND AIR-CONDITIONING SYSTEM DESIGN - DUCT SYSTEMS ARE SIZED, DESIGNED, AND EQUIPMENT IS SELECTED USING THE FOLLOWING METHODS: 1) ESTABLISH HEAT LOSS AND HEAT GAIN VALUES ACCORDING TO ANSIIACCA 2 MANUAL J-2004 OR EQUIVALENT; 2) SIZE DUCT SYSTEMS ACCORDING TO ANSIIACCA 1 MANUAL D- 2009 OR EQUIVALENT; 3) SELECT HEATING AND COOLING EQUIPMENT ACCORDING TO ANSIIACCA 3 MANUAL S-2004 OR EQUIVALENT. PHONE: 408 377-4000 w 30) 702.1 INSTALLER TRAINING - HVAC SYSTEM INSTALLERS ARE TRAINED AND CERTIFIED IN THE PROPER INSTALLATIONS OF HVAC SYSTEMS. FAX: 408 377-4001 31) 702.2 SPECIAL INSPECTION - SPECIAL INSPECTIONS EMPLOYED BY THE ENFORCING AGENCY MUST BE QUALIFIED AND ABLE TO DEMONSTRATE COMPETENCE IN THE DISCIPLINE THEY z ARE INSPECTING. EMAIL: mrahmani@rahmanidesign.com � 32) 703.1 DOCUMENTATION - VERIFICATION OF COMPLIANCE WITH THIS CODE MAY INCLUDE CONSTRUCTION DOCUMENTS, PLANS, SPECIFICATIONS BUILDER OR INSTALLER Z CERTIFICATION, INSPECTION REPORTS, OR OTHER METHODS ACCEPTABLE TO THE ENFORCING AGENCY WHICH SHOW SUBSTANTIAL CONFORMANCE. O DESIGNER: DRAFTSMAN: ON THIS PAGE OF LAYOUT- SCALE: PAGE # STERICK ART GOUDESIGN SITE PLAN , AREA MAP , PE F WORK, ZONING DATA, PLAN INDEXSATWINDER BAJWA 408-806-0016 19980 GIST RD, LOS GATOS, CA 95033 RICK COULD 650 520 9215 Al rgould777@comcast.net a ment Dep � t �• • CD . 1 z N - Cupertl © 1172 � 1 I I O_ 1 CU E TI x U) L / y : ; N C e -. I O , i. .# "f � 1172 SCOTLAND DR A r . I Bo'dy;,Diecfor A r e v ... ._. ... ..... I LOT 4 PSE Sig `u re :" ,..r �' TRACT 5025 7465 Case f ! ,; rr► APN:362-28-004 5.09 4 • #� �` ----------------------- # 7453 Trees must be a minimum of 6 feet in k - - height and spaced in accordance with LOT 2 Driveway } - Arborist instructions to create screening. TRACT 3028 „ Angle Hatch=Addition Footprint — — — — "� 1 APN:362-28-002 Evergreen s ng at Side PL 30.00, GRAVEL z — — aE — ' _ 9 ( s caroliniana Compacts -- - - - - LU - - - O LU - - - - Q - Tree ree O W ree a /L� 4 i. — ❑ V S89056'05"E 98.16' MPOINT a o O 0.7' O t .its-. - • v a% � m SrONEl1GALL — � U -. e m x tU GONC kVALK 300.5' .. G rs _ Z _5%Slope ANGLE HATCH - : .. • wax. m oo Drainage ' O � -n I A- PORCH GO •RSION TO LIVING`AREA ADDITI OOTPRINT W (re�I / �-•�• GAR�VGE o • (X O cn i- _ D N._ B = REAR ADDIT N FOOT .RINT, 't' Q g FF=500.6' n o 4 �o Q C = 2N FLO DDITI., IN t ° �'i4 w in \ x� a� 11 < I iv F s A re LJJ > 22'-q" I � � N � (N)2ND FLOOR REAR SETBACKUj p Z 23' 83�8" 0 7465 KINGSBURY PL W I (N) D O SETBACK (E) VIEW FROM ABOVE - NS > , 43'-11" LO I it z ~ re Y G 28 0 z P-5TONE FATIO .. 0 Z I - w o A� w NG O W — 5%Slope 300.6'I 00 M I O I \ ❑ Drainage —a T / -7 N q o P-5TONE 5TEP w O 7 --- ---- --- z ---- ---- �, 0 1 Q IC14 Q I PL�N'�ER 8 Fr t Y d o 0 J rp J T s 1 ddlt C z N I- 4 � 1 � � V D P � � 2nd Floor Deck 2n loor otpri REAR B K 1 4r _ I v Foot rent _ 22'-1 3/8" O � p N I 17 , I ani ree U ] I CO N I 30.00' 30.00' (N)GRAVEL In m o — � � r �� I 1 ° mo 2 .... — — — — — � � � vEMOGONe 5 ell o� NOlJSE Su p z { rry I �Jraina *DemoFF 302. 1'' rch -2.00' Qy Z X 5E � �... — G SEWER LINES GH Jr*7 o ❑ G (N�C _ P5E Driveway �, ❑ ❑ ❑ ❑ _n �^' ❑ ❑ ❑ o CO O � I I — m 4.00' . 9 \3 P5 U) r 119.9 \ e GON LU 32.23 2,14 \ ❑ mu' m 7 65 74,53 — — m o .. - — — 0 O D I O x GONG ❑ x GONG ❑ ri m �7 O P/L O 3 111 DATUM POINT PLACE N .� - 5/DFJ�►L __--- > DEMO GONG O / ^ (N)GRAVEL DEMO GONG ASSESSORS PARCEL MAP - NS - < PLANTER \ (N)GRAVEL PL�TER < � v (N)GRAVEL O _ E DEMO GONG y� --- - _ _ GL/REAND&UTTER \ O � m (M0 Tiptoe Ln SITE PLAN LEGEND `• • ..�¢ _� — PAVED ROAD � � anfprd �1 (E) PROPERTY LINE P'L P/L P,L - - BASIS OF BEARING ;. — 6'05"W 8'{ �,. � I 905 ��. � � � � . (E) SETBACK REQU REMENT = - SB,L — _ �- � ly; p -'ate - - I (N) WATER LINE _ -W,W W/W W,W - BD WITH PM ' -- - _ (N) SEWER LINE _ - S S S 55N1 IN MB RG . �"I (N) GAS LINE = G G G o "` - -.' rti (E) EASEMENT = / } may+ `r- -� ` ..�`� - F• fi (N) * RW FENCE = X X „ x KINGSBURY PLACE .� • • .. ° 55M FD 2.5" BD WIT s It— •"�' -_ � . . .�,�, •-,.�*� �, � (E) STREET CTR LINE B 14001 �0� • : 6 RW FENCE W/ 1 RW LATTICE - O #* M.�6 - - m SHADING KEY CURB AND GUTTER L.L 'd e M l Way fib. �- BROWN OCTAGON = REMOVED STRUCTURE --- M CA GRAY BACKGROUND SHADING = ADDITION AC IS BRYANT MODEL 36E UTILIZE UNIVERSAL COMPRESSOR FABSHIELD MODEL #1941 OR 1942A WITH 12 dB SOUND REDUCING BLANKET z rrTTTffT-n � BROWN ANGLE HATCH = NEW 2ND FLOOR PR PURPLE LOOSE WEAVE = CANTILEVERED 1ST FLOOR ROOF II II II II V1 ALL FIRST FLOOR DOWNSPOUTS SHALL UTILIZE SPLASH BLOCKS DIRECTING R 1 C} Rea 10-20) �a �� ��� I� � ;. P( Res) WATER AWAY FROM THE STRUCTURE BLUE SAND = NEW 2ND FLOOR DECK GREEN ANGLE HATCH = VISION TRIANGLE GRADING REQUIREMENT: 5% GRADE SLOPE AWAY FROM FOUNDATION FOR A MINIMUM DISTANCE OF 10 FEET MEASURED PERPENDICULAR TO THE FACE OF THE WALL. (R401 .3) Q ZONING MAP - NS EXCEPTIONS: PINK ANGLE HATCH FRONT YARD TOTAL MEASURE PROPOSED SITE PLAN A) IF BUILDING SITE DOES NOT ALLOW 10 FEET OF SLOPE, INDICATE THE INSTALLATION OF DRAINS OR SWALES TO ENSURE DRAINAGE AWAY FROM THE STRUCTURE. w TEAL ANGLE HATCH = FRONT YARD IMPERVIOUS B) IMPERVIOUS SURFACES WITHIN 10 FEET OF THE BUILDING FOUNDATION SHALL BE z SLOPED A MINIMUM OF 2% AWAY FROM THE BUILDING. ° 4 $ 16 O DESIGNER: DRAFTSMAN: ON THIS PAGE OF LAYOUT: SCALE: PAGE # STEWART DESIGN It — 1 SATWINDER BAJWA 408-806-0016 IST RD, LOS GATOS, CA 95033 RICK GOULD - 650-520-9215 PROPOSED SITE PLAN , ZONING MAP, ASSESSORS PARCEL MAP , (E) SATELLITE PICTURE 1 /8 - 1 A2 RICK C rgould777@comcast.net Community Development N�ff WyntDE WINDOWS ARE DOUBLE PANE VINYL 17'-0 3/4" ATTIC ACCESS REQUIREMENTS: ATTIC ACCESS OPENINGS TO ATTIC AREAS SHALL HAVE A VERTICAL HEIGHT OF 30 INCHES OR GREATER OVER AN AREA OF NOT LESS THAN Planning Division - Cupertino 30 SQUARE FEET. A) THE ROUGHED FRAMED OPENING SHALL BE NOT LESS THAN 22 INCHES BY 30 INCHES AND SHALL BE LOCATED IN A HALLWAY OR OTHER READILY z0 CV i�5 - RIGHT SLIDING ACCESSIBLE LOCATION. B) WHERE LOCATED IN A WALL, THE OPENING SHALL BE NOT LESS THAN 22 INCHES BY 30 INCHES HIGH. C) WHERE THE ACCESS IS LOCATED IN A CUFEdriNa APPROVED LS = LEFT SLIDING CEILING, MINIMUM UNOBSTRUCTED HEADROOM IN THE ATTIC SPACE SHALL BE 30 INCHES AT SOME POINT ABOVE THE ACCESS MEASURED VERTICALLY FROM THE BOTTOM co 00 Ca e# R-2020-024, TS = TRIPLE SLIDING r - - - - - - - - - - - - - - - - OF CEILING FRAMING MEMBERS. LU A rs SH = SINGLE HUNG DH = DOUBLE HUNG I ,o , 3 4 3 4 5 A r va I Body: Director/Staff FX = FIXED Apr vat Date 11/18/20 SC = SINGLE CASEMENT ROOF PLANES I (E) AEG Sig ture Lauren Ninkovich DC = DOUBLE CASEMENT Case Manager TC = TRIPLE CASEMENT \ m 1'-10 1/8">;1'-10 1/6" 16'-4 5/5" 11'-3 1/2" 10'-2 1/411 I (N) 1st Floor 2� 11'-2 1/2" Cantilevered Roof 14' _� O r - - - - - - (N) STEP f�3'-4„b" STEP IN b" Al - - - - - - - - - - - - - - - - - - - - - - - r 51131L5 LLI r m <p STEP ON 6" - (�z-r (N)STEP -I- I I 5TE UN b" 3080 r - - - 5TE I7 /4 - - - I I "' - o BEDROOM 2 _ _ O mI � l o I � o � GH - z r 57 ft. 2 ADDITION B FOOTPRINT ;�, HALL \ BEDROOM 3 I BEDROOM 2 25'-10 5/8" GH GH 12 3 311 z o GH q6 GH q6In 4'-0 3/4" 2668 10'-2 1/4" w LL GI . " GH 1p V l I U P 5'-1 1/2" -' N - D nAM5 I _ � r l In cV En (N)HALL HGHL120 BA H 1\ /1 m a N ,Y ry H L �ATH o m � I � GH 120 � � m w GH6 I � I 3-3 u, C " f�MILY ROOM I I N 6 2�8 - - -u' 5'-10 3/8" I m m - -r w N1 11 _ _ In l �� GH 102 4'-11 5 8" o - 3-3 m° 5'-10 3/8 Z 5LA FLOOR/FOUNDATION I I B b a bra I PROPOSED NOTES: AA o N - O - - II DINING AREA � l 1 . UTILIZE AN ANTI-SCALDING VALVE ON SHOWERS. A5 '- � � �-a� � � ` � cn I F GH qb � ' I m 2. TERMINATION OF ALL ENVIRONMENTAL AIR DUCTS (BATH I ;- 1 I MASTER "' CIOJ o II l MASTER m U' FANS ETC.) SHALL BE AT LEAST 3 FEET FROM OPENINGS INTO 1/2„ m� �i BATHRM 120 CN " 3'-0 3/4" BATHROOM I THE BUILDING. ref u N O 2480 cn GH q6 I 3. TOILET CLEARANCE - KITCHEN 2 68 2268 - 2411 MIN CLEARANCE IN FRONT OF TOILET - - - -CH-12D 11'-2 1/2" C� U 1 V-2 1/2" 3'_b" ,� cn � I cv CO ry - PROVIDE A MIN 15" AT THE SIDE OF TOILET w 3'-0 1/2" " "' 4. PLUMBING: MAX FLOW RATE FOR ALL NEW PLUMBING o EXP05 AMA - FIXTURES SHALL BE: Z ZZ ER -SHOWER HEADS 2 gpm @ 80 psi, Z o = BEDROOM OM 1 -LAVATORY FAUCETS 1.2 gpm, l �l CLOSET GH 1 0 7'-10 1/4" I MASTER m o -URINAL 0.5 gpf, WATER CLOSETS 1 .28 gpf, BEDROOM -KITCHEN FAUCETS 1 .8 m 60 psi. L m 9p @ p - - - � - 1 n, to 0 I I GH qb o 5. ALL BATH FANS MUST UTILIZE A CONDENSATION SENSOR abl ovens pantry - m I o GL05ET KITCHEN GH qb I 6. ALL BATH FANS SHALL HAVE BACK DRAFT DAMPERS ;- I Z= 1 w 16'-4 5/8" I CH q6 r I 7. THE BATHROOM EXHAUST FANS MUST BE CONTROLLED BY A - - - - - - 8'-10 3/8" ,T L=N J � HUMIDISTAT CONTROL CAPABLE OF ADJUSTMENT BETWEEN A I II IHA�LL (E) ELECTRICAL- I I I 8-1 METER / PANEL E wH m l g I I RELATIVE HUMIDITY RANGE OF 50 TO 80% SIDE. (E)Dryer E)washe N)FA 2-,38 GH 1203'-3" ' " �'2'� 12'-2 1/4" 8. SHOWER DOORS SHALL BE TEMPERED GLASS 00 O 9. 30" MINIMUM SHOWER CLEARANCE I I 10 3/4" 15'-0 3/4" I 10. ALL HOSE BIBS MUST HAVE A BACK-FLOW WILL PREVENTER o r �> r " - - - - - 11. ALL NEW INTERIOR MOLDINGS I Q w \ m I I 12. ALL WINDOWS & EXTERIOR DOORS ARE NEW; GARAGE DOOR q I N E _ IS NEW a O N 2968 I I 13. 18" MIN UNDER FLOOR CRAWLSPACE WITH A MIN 22 x 30 I 30 Min Fire Rated LIVING ROOM mm _ U INCH ACCESS 1 Self-Closing Door "� GH 120 oa � 14. EXISTING NON-COMPLYING PLUMBING FIXTURES, EVEN IF i GARAGE � u,= E \\ LIVING ROOM © I NOT IN THE AREA OF WORK, SHALL ALSO BE REPLACED AS O I GH 134 I 'x C� (�O1 \ _ \ 6H qb I N NEEDED TO COMPLY WITH CIVIL CODE SECTION 1101 .3 (E)Garage Slab FI or L_ - gasrineund�lloa� - - - - - - In �o d v r- - - - - - - i - - - - - - - -� - - 14" Below LA - - - - - - - - - - - 1 om � � L (CALGreen 301 .1) "' _ m 15. SHOWER COMPARTMENTS AND WALLS ABOVE BATHTUBS 1 FOYER 1 O N GAr �F< - WITH INSTALLED SHOWER HEADS SHALL BE FINISHED WITH A N i GH 120 I v `" O N GH qb \ m (E) GA<5 SMOOTH, NONABSORBENT SURFACE TO A HEIGHT NOT LESS w I o I o n � �� \ o \ METER THAN 72 INCHES (6 FT). (CRC R307.2) THE MAXIMUM HOT WATER i� F i m m M �Tt \ \ HB TEMPERATURE DISCHARGING FROM THE BATHTUB, SHOWER I 1 b'-10" 1T-1 1/2" O \U) \ \ I AND WHIRLPOOL BATHTUB FILLER SHALL BE LIMITED TO 120 HB z•-s ve• r-„vz sia•• -I - -ctl_ I - N V \ - -31141Ls _ 3068 _ -51141T _ - - _ DEGREES FAHRENHEIT. THE WATER HEATER THERMOSTAT SHALL NOT BE CONSIDERED A CONTROL FOR MEETING THIS O STEP r - - - - - - - - - - - � 51 ft. 2A�DDITIONA� FOOTPRINT � \ I PROVISION. L - - - - - - - - - _ bo60TEPDN6" � 15. INSTALL NEW SEWER CLEANOUT WITHIN 5' OF PROPERTY 5/8" Fire Taped Sheet Rock 305105G 305105G 305105G 3012AYV LINE (SEE DETAIL SHEET A3). 7 Garage Walls & Geiling �N) FORGH l 42 ft. 2 N PORCH I 16. UTILIZE OPEN WEB FLOOR JOISTS FOR 2ND FLOOR. l ( ) I 17. SKYLIGHTS: BATH, STAIRS, & KITCHEN SKYLIGHTS; FMC 3446 GH 126 l "' FOOTPRINT VELUX FIXED, CURB MOUNTED; 34.5 x 46.5 INSIDE CURB - - - - - - - - - - - - - - DIMENSION; 37.5 x 49.5 OUTSIDE CURB DIMENSION 6'-S" 1 STEP ON 6" 12x1 5„a I - - ;56eo - - - -_ _ _ -P°5`J (N) 1 st Floor Cantilevered Roof 20' Y aMM 18'-4 1/8" 24'-4" 20'-5 1/2" T-3 1/2" DEMOLITION LEGEND �'-1 3/a" 17'-1 va" W D. DEMO DOOR & FRAME IN OPENING 18'-4 1/8" 24'-4 1/2" Uj ANGLE CROSSHATCH - DEMO WALL E. DEMO ALL KITCHEN CABS, FIX, APPLIANCES z GRAY BACKGROUND = ADDITION FOOTPRINT F. DEMO ALL CEILINGS & ROOFS INC POSTS _ G. DEMO FIREPLACE A. DEMO STUCCO AT ADDITION H. DEMO (E) LIVING AREA A4,q,�, F-- I. REMOVE STUCCO FOR SHEET ROCK B. DEMO FAU j. DEMO ALL WINDOWS PROPOSED LEGEND Q C. DEMO/UPGRADE ELECTRIC METER K. DEMO SUN ROOM � L. DEMO PORCH (E) = EXISTING w (N) = NEW Q (N) WALL = Z AS BUILT & DEMO PLAN GREY BACKGROUND ADDITION 1 ST FLOOR PROPOSED PLAN Z o' 4' 8' 16' 0 DESIGNER: DRAFTSMAN: ON THIS PAGE OF LAYOUT: SCALE: PAGE # STEWART DESIGN SATWINDER BAJWA 408-806-0016 19980 GIST RD, LOS GATOS, CA 95033 AS BUILT/DEMOLITION PLAN & 1ST FLOOR PROPOSED FLOOR PLAN 1 /4" = 1 ' A3 RICK GOULD - 650-520-9215 rgould777@comcast.net � • II • - : • • � - • �_ o000000000000000�� ■� `----------�-�_ ,�����������������•�■1�■\.I,r\If\l..\�1\,!\l.■■II,\Ir ll��l�1������������������� —� ___ -�_�_�_�_�_�_�_�_���I�,���,.11�lli1..11�■I,I<\I_■■,\I�i��iV■�_�_�_�_�_� • \ • • - 7478 MMft ry Pt Cupertino,Califorrwa Goggle Street View `,' •of 4 - _�_�_�_�_�_�_�_�_�_�_�_�_�_�_�_�_�_�_�_�_�_�_�_�_�_�_�_�_�_�_�_�_�_�_�_�_�_�_�_�_�_�_�_�_�_�_�_�_� '� x�' ,'•r S' art• � 4 �� � 'i OIr �����I��000000000000000000000�I ".X' 4y'• •• ' ���������������_oo�I����I��000000000000000000000.I # V•� ,•)+ - �.F. �. ,5 ry �. - r! i :�•r *• �o� _ I ��� �' � }' rr t x t •� ,_r'- L .:. ri,_.� � : .. „�r. ti_r ��~' �� �_� •• #`+�i. ram'. .�•-. ���, . t k � l�k� h MEN .. , If i �, r a ark • • ������ G� ;�.1`.''��LL � fir -�_ a i .. - '�' F - .��_�_�_�_�_�_� - .. 5 + 1.7si wyT•' -•L 71r� : .... it1�{ €r� •+t Y M +. 1- a I I III : •� t•.F i 11 .�11F1# NISI" ��������. _ ` }.r�� � !� • t t � µ"��'� s �� S / F a- t e#� S ;1111 •' _ .....T'.� ,s'-� - _ - � •� � 1 y P R * # a�. `F_'AC'Y.i,� ii a'�RS:ii• '' r',1 — 1i 1172 Sooltland Or � � � , � � � 7�t53 iCingsbuly Pi � � 0 v . � j( • Cupertino,California r +. Cupertino,California et �1. r �. � " t . . I.. „ • Gaogle 1 ` liY 'A f ".C. � + .. _ - 1' �1■( :f. .... .._.. G le yT,,y � R 4' { Street View w F } Y Slreei View ' i _ Ly+■ ,,1 x +r.. k .aUy� .i p y �+ f 'en xF. I1' 1-2 � •r� ? i� � �`�i � .,•,��.-f�!'��'i.�``� a y��. 1,..:_ � . '.'�.y�• .� J h� ','' s r Ir'* � �*r i ; ..hi, '�'.5,,: � { ��� � �,p Jr =le y 'err. 41 JIM. - t _ a # ; r � -IF Awl -4CLY Pr 'g._ ♦ A . - r • (N) COMP SHINGLES VELUX VELUX Community Development Department MIDGE SKYLIGHT SKYLIGHT � PlanningDivision - Cupertino KYLIGHT +� VELUX Z N p _ SKYLIGHT Cv 'Eki mo APPROVED N m 00 C 3se# R-2020-024, m w A r s 8" DE S EP-GUTTER + _ m i A oprovaI Body: Director/Staff (N) STUCCO D5 A oprova I Date 11/18/20 Signzture Lauren Ninkovich Case Manager , ID 0 5 5 TILE De (N) 1 1/4 X 12 TRIM �f40he (N) STUCC / - ,4h (N) 1 1/4 X 12 TRIM �e Lire fir/ (N) STUCCO _ / (N) 1 1/4 X 12 TRIM (N) 1 1/4 X 12 TRIM � � N STUCCO (N) STUCCO N (N) STUCCO m ry Ln N — - (Nt tt4-X 1�tM- - O / ( ) supper cupper - � m LO `n N 1 1/4 X 12 TRIM O (N)STUCCO cupper peer - p (N) STUCCO Scupper (N) STUCCO U) Glass lass O U Glass Gla o x i O � r Z o Glass ® Glass o w 0U �o- OULL(N) 16'x 8' GARAGE DOOR Glass ss a s `V D5 O ~ X il 000o OU (N)AC 5 I..L 00000000000000000000000 Z 00000000000000000000000000000000000Uj Glass (N) STI ICCO000000 (N) STUCCO Vo00000 _ _ _ z _ _ _ _ _ _ _ _ 0000000000000000 00000000000110 N --� - - o - - 00000000000000000 NG ® ® F(� o0000000000000000 5B (N) PORCH 12'-5 3/S" U Setback Setback FL 56 (E) GAS METER 55 5B FL GRAY BACKGROUND = ADDITION Datum Point nj Datum Point 6"X14" GI SCREENS @ 4'-6' OC TYP GRAY BACKGROUND — ADDITION 0 26 GA GALVANIZED WEEP SCREED AT FOUNDATION PLATE LINE Q 4"ABOVE GRADE OR 2"ABOVE CONCRETE OR PAVING co RIGHT ELEVATION (SOUTH ) CD o z FRONT ELEVATION (WEST) oI J N � 0 N � U CO DO DO 12 � SKYLIGHT _ PITCH 2.5 Roof Ridge SKYLIGHT Q — - - - - - - - - - - - - - - - SKY T SKYLIGH - KYLI HT ry m cn m � W m � - p Q Boxed Eves w/ °0 continuous Vent Boxed Eves w/ 5 Conti uous Vent 5 / D (N) STUCCO Ro //] F0U (N) STUCCO (N) 1 1/4 X 12 TRIM '(10 N = COC� (N) 1 1/4 X 12 TRIM — • • • • • • • • • - +- - - - - - r U 25 Scupper c r err-t/4x-t2tM Scu er O� N / cupper +. _ i 5c per (N) STUCCO 5c per Cfl : (N) STUC cupperCD D 00 M D5 5 D C:) U) 05 a o D (N) HB W/ + S �E) STU�GQ Anti-siphon _ Q NG N STEP — NG E 12'-5 3/8" 5B 5B _ . 4 6'-811 56 MIN 1'X3' LANDING; LANDING SHALL NOT MIN 6X3 LANDING; LANDING SHALL NOT EXCEED Setback FL 56 5B 5B FL 5etback EXCEED 7 3/4" LOWER THAN DOOR THRESHOLD 7 3/4" LOWER THAN DOOR THRESHOLD Datum Point (N) Landing Q Datum Point MIN 14X3 LANDING; LANDING SHALL NOT EXCEED 7 3/4" LOWER THAN DOOR THRESHOLD L.L EXTERIOR MATERIALS w TRIM: MIRATEC - COMPOSITE GRAY BACKGROUND ADDITION GRAY BACKGROUND = ADDITION p GUTTERS: BONDERIZED STEEL z RAILING: STUCCO RAILING TOP: TILE WALLS: STUCCO PARAPET: STUCCO DECK SURFACE: TILE Q POST: STUCCO LEFT ELEVATION (NORTH ) cn REAR ELEVATION (EAST) ENTIRE 2ND FLOOR & FIRST FLOOR ROOF ARE NEW sB - SPLASH BLOCK w EXTERIOR COLORS TRIM: BLACK ALL WINDOWS AND EXTERIOR DOORS ARE NEW DS = DOWNSPOUT Q BODY: OFF-WHITE Z WINDOW FRAME: BLACK uj DOOR HARDWARE: BLACK O' 4' 8' 16' o DESIGNER: DRAFTSMAN: ON THIS PAGE OF LAYOUT- SCALE: PAGE # STEWART DESIGN SATW I N D E R BAJ WA 408-806-0016 19980 GIST RD, LOS GATOS, CA 95033 PROPOSED EXTERIOR ELEVATIONS 1 /4" = 1 ' A5 RICK GOULD - 650-520-9215 rgould777@comcast.net Community Development Department ATTIC ACCESS REQUIREMENTS: ATTIC ACCESS OPENINGS TO ATTIC AREAS SHALL HAVE A VERTICAL HEIGHT OF 30 INCHES OR GREATER OVER AN AREA OF NOT LESS THAN 30 SQUARE FEET. A) THE C) ROUGHED FRAMED OPENING SHALL BE NOT LESS THAN 22 INCHES BY 30 INCHES AND SHALL BE LOCATED IN A HALLWAY OR OTHER READILY ACCESSIBLE LOCATION. B WHERE LOCATED IN A WALL, THE <A5 BB z N Planning Division - Cupertino OPENING SHALL BE NOT LESS THAN 22 INCHES BY 30 INCHES HIGH. C) WHERE THE ACCESS IS LOCATED IN A CEILING, MINIMUM UNOBSTRUCTED HEADROOM IN THE ATTIC SPACE SHALL BE 30 INCHES AT SOME O cv 'eItrirlo APPROVED POINT ABOVE THE ACCESS MEASURED VERTICALLY FROM THE BOTTOM OF CEILING FRAMING MEMBERS. b'-2 1lb" 13'-3" 3'-3" 10'-1 3/8" 6'-7 301 U) LO C 3se# R-2020-024, w N 1 A rs 4'-b 3/8" 5 (N)Ttrim ' A r vaI Body: Director/Staff (N) Cantilevered Roof A r va I Date 11/18/20 - — — -Signature Lauren Ninkovich Case Manager 0 TEMP 55 = N MP OBS (N) 1 FLOOR ROOF Lll 0305 0305G SKYLIGHT W/FLARED SHAFT I bo"AFF p _ [L _ _ _ �5 Ds I £ 0 z x 15 SEAT r o 01 1'- " 1'-5" $ Q r— V_ O I -- - - -- / to < cmV cn �\ I Bath Skylight I t- ATTIC fY ope I I I — _ _ _ _ cV (L/ " erftmin / LMSTR BATH J 71 — o I \ - - / ry /" 4 / I z IDS \ / / ❑ TEMP OB5 / O 2480 ich 0305G ' ^ IDS \ / / / \F / �i STUCCO BOXED EVES -fie LO 21 CONTINUOUS VENT � � I U iv / 2660FX _ �+ IDS I m z I I TEMPa �`\ I Q TILE OVER WP o w T 2 U STUCCO OVER — v / r � - - � WP TRIM O" AFF A5 2, _ fi I, I f W I o I - a �� ° TILE 3 �I X V 32" AF 32" AF 6"PARAPET iv I I v n STUCCO ® - ---- -- 2480 I / U I I 1 6 PARAPET a� \ I DECK MASTER BEDROOM MASTER CLOSET MASTER BATH m N \ zzELI ao zzao CA I \ LU I w TRIM \ w �► W o a 77 LU � a In / 0 a p Z/ L— — — J I / \ 1/4"p rft O - ►ten I // m o \\ 51olpe 1 GREAT ROOM I / m \ 2-4 cV co J ENTRY PORCH FOYER o IQ I 1 18" MIN SUB-FLOOR CRAWL SPACE I IDSti w" -in 1\\ DS I N O U 8 51160 2080E 288000 6054TG o / GRAY BACKGROUND — ADDITION 51o.e / TEMP TE P TEMP TEMP H6 TEMP \ I V7 �} , 1/4"pe — � - - - - - - - - 33 - - - - - - — — - - - - I - I ~ ` V N ++ I z CROSS-SECTION BB v Q 1/4" ft z DE�K 510 e 73 28'-9 1/2" - U) IJ_ W o �= C) O IY O 0 p o (N) TILE OVER HOT MOP ORIEaIJIVALENT WATERPROOFING v p 12 SLOPED 1/4"/Ft AWAY FROM 5TRUGTURE TO TRO GH DRAIN E Q PITCH O 2.5 +' O Q a z � Z o v Roof Ridge _ Z I E x E 0 n _ / CO L (N) 1 ST FLOOR ROOF m O i O N (N) Stucco Covered 12" Par p t `� C: (N) Cantilevered Roof O o iv 00 00 M '• 0 6" arapet ,(N) Porch Roof (N) Ttrim / 25-9 31b" hook Lire ry N — ,e,4h9/e 42'-11 51b I L4 I I I F cV � m o / N ENTIRE SECOND FLOOR & FIRST FLOOR ROOF IS NEW 0 0 , 0 0I o m ® I I I 00001�1i�:�L 00 j NG f t NO 12-5 3/6" 6'-b 10, 77 3: PL Setback Setback FL 2 N D FLOOR PROPOSED FLOOR PLAN Datum Point GRAY BACKGROUND = ADDITION Datum Point Q � vJ LLI Q CROSS-SECTION AA Z LIJ o' 4' 8' 16' O DESIGNER: DRAFTSMAN: ON THIS PAGE OF LAYOUT- SCALE: PAGE # STEWART DESIGN 1 /411 — 11 SATW I N D E R BAJ WA 408-806-0016 19980 GIST RD, LOS GATOS, CA 95033 RICK GOULD - 650-520-9215 2 N D FLOOR PROPOSED FLOOR PLAN A 6 rgould777@comcast.net Community Development Department 0 Planning Division — Cupertino z0 N tVIjERrINO APPROVED MEASURE SUMMARYco Lr) > N Ca e# R-2020-024, w � A ,-s (� A r val Body: Director/Staff 1ST FLOOR FAR AREA Ap r val Date 11/18/20 Signz tore Lauren Ninkovica - 19' 3/4" X 21 ' 9 1 /2" . . . . . . . . . .415.4 ft.2 Case Manager B - 16' 11 1 /4" X 2' 3" . . . . . . . . . . . . . . 38. 1 ft.2 C - 27' 43/8" X 16' 11 1 /4" . . . . .463 . 5ft.2 D - 26' 10" X 29' 7 7/8" . . . . . . . . . . . 795. 8 ft.2 E - 24' 8 1 /8 X 15. 7 1 /5 . . . . . . . . .385.6 ft.2 CD M - 14' 3 5/8" X 1 ' 9" .25 ft.2 1ST FLOOR TOTAL. . . . . . . . . . . . . . . . . . . . . . . .2124 ft.2 Q U 2ND FLOOR FAR AREA O F - 29' 1 " X 13' 11 5/8" . . . . . . . . . .406 .4 ft.2 z G - 3' 3" X 20' 5 7/8" . . . . . . . . . . . . . . .66 .6 ft.2 ~ 29'-5 5/5" 14'-3 5/8" H - 10' 9 5/8" X 23' 5 1 /2" . . . . . .253 . 5 ft.2 - - - - - - -Cantilevered Roof_- LU 2ND FLOOR TOTAL. . . . . . . . . . . . . . . . . . . . . . . . 727 ft.2 o U TOTAL FAR AREA . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2851 ft.2 0 NON FAR LOT COVERAGE co 0 z - 7' 7 1 /2" X 6' 1 1 /8" . . . . . . . . . . . . . .47 ft.2 1 Q J - 17' 1 7/8" X 3' 10 1 /8" . . . . . . . . 66 ft.2 CN 2 16 -11 1/4 26 -10 N O K - 2915 1 /8" X 1 ' 9" . . . . . . . . . . . . . . . . .52 ft. U CO C/) m - z I` TOTAL NON FAR AREA . . . . . . . . . . . . . . . . . . . . . . 165 ft.2 " " ti Q r— C " to w r m � TOTAL LOT COV . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .2289 ft.2 " o 1 ST FLOOR FAR AREA. . . . 2124 ft.2 o NON FAR AREA . . . . . . . . . . . . . . . . . . 167 ft.2 E O v U 13'-11 5/8" 3'-3" 101A 5/5 W _ _ _ — — wz CO o � i HB LU 16'-11 1/4" I o zL I I � � I o U) SHORT " I %b �- 1ST FLOOR Waterproof Deck Wtu A & B - GARAGE = 454 ft.2 Q C - M - LIVING AREA = 1670 ft.2 - ENTRY PORCH = 47 ft.2 1 q0 3/4 248 1/8 "B Q 2 � J - FRONT CANTILEVERED = 66 ft. K - REAR CANTILEVERED = 52 ft.2 _ o w o - - - - - - - - - - - - - - - - - - - - - - - - Z 2ND FLOOR T-� 1/2„ � Cantilevered Roof — 2 F - H — 727 ft. DECK = 454 ft.2 New Covered Porch Q w Q BLOCK MEASUREMENTS 2ND FLOOR BLOCK MEASUREMENTS 1ST FLOOR � Z w Z 0 DESIGNER: DRAFTSMAN: ON THIS PAGE OF LAYOUT: SCALE: PAGE # STEWART DESIGN SATW I N D E R BAJ WA 408-806-0016 19980 GIST RD, LOS GATOS, CA 95033 BLOCK MEASUREMENTS 1 /411 = 1 ' A7 RICK GOULD - 650-520-9215 rgould777@comcast.net Community Development Department C) Planni gDivision - Cupertino VENTILATION REQUIREMENTS PE TI SANITARY DISTRICT O N Cu 'edTiN0 APPROVED Q C3se# -2020-024, L1ID A r5 l IZ) ivv ITT FLOOR ROOF WITH ATTIC. TH05E CEILING FRAMING 5PACE5/6AVITIE5 WITH NO SECOND , FLOOR STRUCTURE ABOVE THEM, ARE FILLED WITH INSULATING WATER RE515TANT FOAM. 1 ROOF FLASHING NOTES A r va I Body: Director/Staff 1 Ap r va I Date 1 /18/20 1 ALL ROOF FLASHING SHALL USE 26 GALVANIZED METAL. SECOND FLOOR ATTIC: 1 Sig tore Laure Ninkovich I 1500 7.2.8 UNDERLAYMENT APPLICATION. CaseManage]31 ft. 2 _ 15O ft. 2 = 4A FT. 2 X 144 In. 2 = 705.6 In. 2 REQUIRED VENTILATION FOR ROOF SLOPES FROM TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL(17%SLOPE)AND UP TO FOUR UNITS VERTICAL IN 12 50% OF REQUIRED VENTILATION AREA TO BE PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION 1 UNITS HORIZONTAL(33%SLOPE), UNDERLAYMENT SHALL BE TWO LAYERS APPLIED IN THE FOLLOWING MANNER.APPLY MINIMUM 19-INCH-WIDE(483 MM)STRIP OF UNDERLAYMENT FELT PARALLEL WITH AND STARTING AT THE EAVES, FASTENED SUFFICIENTLY OF THE SPACE (ABOVE THE EYES) AT LEAST 3 FEET ABOVE EVES OR CORNICE VENTS; 50% - 141 In. z --�� �� TO HOLD IN PLACE.STARTING AT THE EAVE,APPLY 36-INCH-WIDE(914 MM)SHEETS OF UNDERLAYMENT OVERLAPPING � *EAIM 0 SUCCESSIVE SHEETS 19 INCHES(483 MM), BY FASTENED SUFFICIENTLY TO HOLD IN PLACE. DISTORTIONS IN THE UNDERLAYMENT 1 SHALL NOT INTERFERE WITH THE ABILITY OF THE SHINGLES TO SEAL. FOR ROOF SLOPES OF FOUR UNITS VERTICAL IN 12 UNITS HORIZONIIaC(139V ,S,,SU Sl3Eaj RILOREATER, UNDERLAYMENT SHALL BE ONE LAYER APPLIED IN THE FOLLOWING MANNER. ABOVE THE 5EGOND FLOOR EVE5: UTILIZE A MINIMUM OF TWO 72 in.= 144 in. 2 O'HAGAN'5 ROOF VENTS OR I , UNDERLAYMENT SHALL BE APPLIED SHINGLE FASHION, PARALLEL TO AND STARTING FROM THE EAVE AND LAPPED 2 INCHES (51 UN MM), FASTENED SUFFICIENTLY TO HOLD IN PLACE. DISTORTIONS IN THE UNDERLAYMENT SHALL NOT INTERFERE WITH THE ABILITY EQUIVALENT. TH15 EXGEED5 THE 141 in. 2 REQUIREMENT. a TCF OF Jli��ik OF THE SHINGLES TO SEAL. 8 mcil�i L III �t�Ltd 0 *Fvt■ OF O 314- �L�a l40t'�I 1507.2.9 FLASHIMGS IN THE 5EGOND FLOOR EVE5: UTILIZE A TOTAL OF 1 - 10 VENT BLOCK: 10 VENT BLOCK WITH 3-2 1/2" 5GREEN I FLASHING FOR ASPHALT SHINGLES SHALL COMPLY WITH THIS SECTION. FLASHING SHALL BE APPLIED IN ACCORDANCE WITH THIS HOLE5 15 141.2 in. 2 WHIGH EXGEED5 THE 141 in. 2 REQUIREMENT. 1 I SECTION AND THE ASPHALT SHINGLE MANUFACTURER'S PRINTED INSTRUCTIONS. I � F 1 1 BOX. 5IE WF F Upper and side shingles overlap flange Siding Flashing Strip U FRONT FOUNDATION: a .� AIM tpa and are set in asphalt plastic cement 51 ft. 2 = 150 ft. 2 = .34 FT. 2X 144 in. 2 = 4q in. 2 REQUIRED VENTILATION. UTILIZE A 10 VENT BLOCK WITH 3-2 1/2" # rK %aIII- �� 1 ��, Nail Flashing Over Cutouts in Course Below O 5GREEN HOLES = 141.2 in. 2 TH15 EXGEED5 THE 4q in. 2 5UBFLOOR VENTILATION REaUIREMENT5. a i i„ f LRMDD I �� Top Course a# Least B"wide Lr + + z L minimum REAR FOUNDATION: '-4`' �+J +r xI - m�nir3. Underlayment z _ z = z z = z1/2" 36 ft. 150 ft. .25 FT. X 144 in. 35 in. REQUIRED VENTILATION. UTILIZE A 10 VENT BLOCK WITH 3-2 2 X 25GREENHOLES = 147.2in. n. 5U6FLOOR VENTILATION REQUIREMENTS. ��f ;� w Leave Gap 1 Adhere Shingles Asphalt Plastic (E) FOUNDATION 5GREEN VENTS AT ADDITION ATTACHMENT ARE TO BE OPENED TO COMMUNICATE WITH Similar to Trimmed to Cover Cement U SUBFLOOR AREA UNDER THE ADDITION. AIR WILL CIRCULATE THROUGHOUT THE ADDITION & THE EXISTING TO AM 1# Lower part of flange Cutout Flashing Strip overlaps lower shingles GRAWL5PAGE. CONTRACTOR TO MAKE SURE THAT NO VENTS ARE LOCATED IN SHEER WALL. NOTIESJL 0 1 , AFL P I P I NO AL L BE PVC SOR26 . F t T t I AL L U PVC SN36. 2.. AL L CL E kWUT WXF5 SHAL L SE BF CHP 15 tY CONCRIIEPE POUWCTS 111AMOL11FACIUK0 0 BY CILDCAS T L E PRECAST . INC . O z Scu er Scupper O 4" RISER RISER ). ® 1 E a nas o}a M NON-TRAFFIC TIRAFF h C NON-TRAFFIC TRAFFIC lava}eIN 6uijoojdaaIeM 04 Box �� ���� ��� # SL }ualenlnb3 ao IaneaO �ael N O 1st Floor Roof Drain L I D E oac GOK 7 F4fic G05CT Scupper �^ t r - COv! .3. CONKC>< I ON TO #151P I CT LATERAL SHAL I, BE MADE P;PF I IN PDOD COW I 1 1 � f ST GR I -F OF B *I TW '�' AHE RE L Af ERAR PASSES � Ft C C � . z 1- :� r:irl. IF NOT PRESENT I` , rrr,� [. $ �L' a �'' pT 5 F M �� $ ' I � I � SL 6. 6 EDO 3 M.A T ER I AL AL L EOL LO* � STANDS Sill I F t CAA I SEC T I ON 3 . 1 o � Q Q " - ' ripWe PROPERTY I_ I N Et C L E ANOU T DN EXISTING LATERAL !tkfTasCf) i, o GIB, IDA T E E Ifir : DA T It; N n LU w iuSL - 11 Ill �Ther En 0 Burl � o s w Q O O m WINDOW 5GHEDULE W Q � 1 1/4 x 12 Trim p NUMBER LABEL QTY FLOOR 51ZE WIDTH HEIGHT R/O EGRE55 DE5GRIPTION HEADER Z c� CC ' - W01 20305G 3 2 20305C 24 361, 25 X37 SINGLE GA5EMENT-HR 2X6X28 (2) 12" Parapet W02 20545C 2 2 20545C 24 " 6411 25"X65" SINGLE GA5EMENT-HR 2X6X28" (2) ; W03 2060FX 2 2 2060FX 24 " gb " 25"Xq7" FIXED GLA55 2X6X26" (2) O W04 2660FX 1 2 2660FX 30 " 1211 31"X73" FIXED 67LA55 2X6X34" 2 Slope Deck Waterproofing 1/4" Per ft E U W05 3012AW 4 1 3012AW 36 " 1411 37X15" SINGLE AWNING 2X6X40" (2) w W06 3012FX 3 1 3012FX 36 " 14 " 37X15" FIXED 6LA55 2X6X40" 2 W07 30510FX 3 1 30510FX 361, 1101, 37"X71" FIXED GLA55 2X6X40" 2 L 4ew �€iS}irlr WOS 305105G 4 1 305105G 36 " 70 " 37"X71" SINGLE CASEMENT-HR 2X6X40" 2 o - Tile Over Hot Mop Or Equivalent Waterproofing U) I ht lrll�qu rOpen gvalrai16 Orr dedcs mpon�thipr 3D in-rIK;is �boye grade nr a floor kw31Dw 0all WOq 32301-5 2 1 32301-5 3b " 361, 3g"X37" LEFT SLIDING 2X6X42" (2) U 1 O Lv Mve ffembell spa Sw (bat a 4 inch diametersphere-rannot pass ti°roUgli. W10 4026 1 1 4026 4511 3011 45"X30" GARDEN 2X6X51" (2) a O � W11 40540G 1 2 40541)G 4511 6411 4q"X65" DOUBLE GA5EMENT-LHL/RHR 2XSX52" (2) Sec' 1003 W12 6054TG 1 2 6054TG 72 164 " 73"X65" TRIPLE GA5EMENT-LHL/RHR 2X10X76" 2 Slope 1/4"/ft min Tar&Gravel or Equivalent Waterproofing Material O Openings TUrMgbi:l`8d W13 6654TG 2 1 6654TG 1511 6411 7q"X65" TRIPLE GA5EMENT-LHL/RHR 2X10X82" (2) - 0? Aill gualyds 0r M Sides Of Stairway Motes: W14 1054TG 1 2 1054TG 84 " 64 " b5"X65" TRIPLE CASEMENT-LHL/RHR 2X10X88" 2 U) 00 M Kill 'reads sh� r.0t 1- Sla rwa shall be ii than 36"in width. E � Swale to sou er W15 7620FX 1 1 7620FX q0 " 24 " q1"X25" FIXED GLA55 2X10Xg4" 2 alkyw a 4 3JX d iameter 2. 3Ia rway rises shall be rot gmater thsA 7 314R. H sphom to pass Itrr+r+ h. 3. Sla r y I(eads shoo have in min-mourn rkin oI 10". .� 4 Io n. 4. The lwgth et Run and the height of RIser shall rot DOOR 5GHEDULE 42° Solid Railing � vary rilli item 318" :n the ertire run of the stair, NUMBER LABEL QTY FLOOR 51ZE WIDTH HEIGHT R/O DESGRIPTION HEADER THIGKNE55 � 12" High Parapet- Stucco over Typ 2x4 Framing :5, 111 rs m sequilrer, -oo W lNur ated. 001 14080 1 1 14080 L/R IN 165 " C16 " 170"Xq8 1/2" QUAD 5LIDER-GLA55 PANEL 2XW 73" (2) 1 3/8" Waterproofing Cap Under Stucco 6• Open fist pP.mi t&a 0 opening is less Man 4 002 15680 1 1 15680 186 " C16 " 188"Xgq" GARAGE-SLAB 2X12X1 q4" (2) 1 3/4" 7• A posing rok lhiF n 3A' bE� mx more thm 1 114' 003 206b 1 2 206b L IN 2411 80 " 26"X82 1/2" HINGED-GLA55 5LAB 2X6X2q" 2 1 3/8" shall be pr Ided w.stairways wM sdld ii and 004 2068 1 2 206b R IN 24 " 80 " 26"X82 1/2" HINGED-GLA55 5LAB 2X6X2g" (2) 1 3/8" 005 2280 1 2 2280 L 26 " I " 54"Xq8 1/2" POCKET-DOOR PO4 2X6X57" 2 1 3/8" Q 006 2280 1 2 2280 R IN 26 " q6 " 2b"Xq8 1/2" HINGED-DOOR PO4 2X6X31" 2 1 3/8" Deck 34-38'abo 007 2468 1 2 2468 R 2b " 80 " 5b"X82 1/2" POCKET-DOOR PO4 2X6X61" 2 1 3/8" ROOF NOTES: Lass then Harrdr�ii i �� DOS 2480 2 1 2480 L IN 2b " I " 30"Xq8 1/2" HINGED-DOOR PO4 2X6X33" 2 1 3/8" 1 . ALL ROOF SURFACES & COMPONENTS ARE NEW' pia, r,I�sir�s �� �� DOq 2480 2 2 2480 L 2b C16 58"Xq8 1/2" POCKET-DOOR PO4 2X6X61 (2) 1 3/81, 2. UTILIZE COMPOSITION SHINGLES FOR 2.5:12 PITCH ROOF Q 010 2868 1 1 2868 R IN 32 " 80 " 34"X82 1/2" HINGED-DOOR PO4 2X6X37" (2) 1 3/8" D11 2880 1 1 2880 L EX 32 " 1 " 34"Xqq" EXT. HINGED-DOOR E01 2X6X37" (2) 1 3/4" SECOND FLOOR ROOF m ulirdrall requIre'd Ill 10" min- run 012 2880 1 1 12b,50 L IN 3211 C16 " 34"Xq8 1/2" HINGED-DOOR PO4 2X6X37" (2) 1 3/8" 3. UTILIZE TAR & GRAVEL OR EQUIVALENT ON FIRST FLOOR ROOF i Than 30" til nosill 013 2880 1 1 12b,50 R EX 32 " I " 34"Xqq" EXT. HINGED-PANEL 2X6X37" 2 1 3/8" SLOPED 1/4" PER FOOT LU t0 nosing L 014 2880 1 2 2880 L IN 32 " q6 " 34"Xq8 1/2" HINGED-DOOR PO4 2X6X37" 2 1 3/8" 4. UTILIZE 6" OR 8" BONDRIZED STEEL DEEP GUTTERS Q C Fiser;s LalndiN a 015 2880 1 2 2880 R IN 32 " I " 34"Xq8 1/2" HINGED-DOOR F01 2X6X37" (2) 1 3/4" 5. UTILIZE 8" FACIA FOR 2ND FLOOR ROOF Mom. widil7 as st 016 2880 1 2 2880 R IN 32 " I " 34"Xq8 1/2" HINGED-DOOR PO4 2X6X37" 2 1 3/8" 6. UTILIZE SCUPPERS & ROUND DOWNSPOUTS z I� than 017 5061 1 1 3061 R EX 36 72 7/b 38 X75 7/8 EXT. HINGED-LATTICE GATE 2X6X41 (2 1 3/4 " 7. UTILIZE WATER PROOF SWALE AT PARAPET TO 7 314"nia x. nse Fin ished grade D 18 3080 1 1 130,50 L IN 361, C16 " 3b"Xq8 1/2" HINGED-GLA55 PANEL 2XgX41" (2) 1 3/8" DIRECT WATER TO SCUPPERS 3: D1q 4880 1 1 4880 L/R IN 56 " I 5b"Xq8 1/2" DOUBLE HINGED-DOOR PO4 2XSX61" 2 1 3/81; 020 51180 1 2 51180 L/R IN 70 15/16 qb 72 15/16 Xq8 1/2 DOUBLE HINGED-GLA55 PANEL 2XSX75 15/16 (2 1 3/8 8. FOLLOW WATERPROOFING MANUFACTURER INSTALLATION INSTRUCTIONS FOR SWALE Q 021 6068 1 1 6068 R IN 72 " 80 " 74"X82 1/2" SLIDER-DOOR PO4 2X10X77" 2 1 3/8" 9. DIRECT WATER FROM DOWNSPOUTS AWAY FROM FOUNDATION U)Hgndrail NaMs: 022 6080 1 1 6080 L/R EX 72 " q6 " 74"Xqq" EXT. DOUBLE HINGED-5LAB 2X10X77" 2 1 3/4" , HRmdrai1s P-ha11 bo mil�Ruou,3 -on P,-1 leas', onp .9ide of;lairs Wdsh 4 0r more rigors. 023 6680 1 1 6680 L/R 78 1/16 " 1 " 80 1/16"Xq8 1/2" 4 DR. BIFOLD-LOUVERED 2X1OXb3 1/16" 2 1 31b" ui 2. op 0f 1he handrails shEll he placed WL less i1mirti 34 inches r.0r mrare than 38 innes above stair nosin - 024 21 bO 1 1 2l bO L IN 24 7/b " % " 26 7/8"Xq8 1/2" HINGED-DOOR PO4 2X6X26 7/b" 2 1 3/8" � �; 'The dh�i dgls �r���� aaced f�dr�l� ���I����e#���ch�h �-��Ir��e wall F���su�1�r 2 inches in circular cross Sk:or�. 025 2080 1 1 2080 R IN 24 " qb " 26"Xg8 1/2" HINGED-DOOR PO4 2X6X2g" (2 1 3/8" ROOF PLAN 5. Hawrails to to returned t0 wa 1, posh*r s aflp terrInal �� _ z 1 /8 1 6' 4' 8' 16' O DESIGNER: DRAFTSMAN: ON THIS PAGE OF LAYOUT: SCALE: PAGE # 1 STEWART DESIGN ROOF PLAN , VENTILATION REQUIREMENTS , STAIRS DETAILS , VENTILATION REQUIREMENTS , CLEANOUT DIAGRAM , „ _ , SATW I N D E R BAJ WA 4os-sob-0016 1 /8 - 1 A$ RICK GOULDmcast. 20-9215 WINDOWS & DOOR SCHEDULES rgould777@comcast.net net Community Development Department (N) 1st Floor Planning Division — Cupertino Cantilevered Roof O 1 wi 0 APPROVED / _ \ \ co OO C e# R-2020-024, — — — — — — — A rs F\ - - PDNh _ _(N) STEP - - \ ] (N) 1 ST FLOOR ROOF ~ I �S F W GFCI Ds DS STEP ON 6" A r val Body: Director/Staff I I MD MD {N)STEP FCI _ _ FCI A r va I Date 11/18/20 I — c F I STE DN 6" / 3080 / \ \L ED ELECTRICAL - DATA - AUDIO LEGEND \ — AFCI Signature Lauren Ninkovich Q I — LD — — L`�� — I Fcl I Fcl 1 / \ STE D W LSD BEDROOM 2 \ I I E case Manager SYMBOL DESCRIPTION I \ I I \ I - AFCI I LED \ p GH 120 cy) 4TR BATH / — — — — — 7 cv / / \ Combination CO2/Smoke Detector: Ceiling Mounted wP -�_ ` � - _ — - - _ / HALL L z 1 °o I L D � LED '�� n 5 " t 3 / � / I � \ / / GH GH 120 , SD a Smoke Detectors: Ceiling Mounted, Wall Mounted I 248o , / I 'LED LED\ 'LED WP GFc LED / 110V Receptacles: Duplex, Weather Proof, GFCI I \ / FO1 / wP // I // L D LE9 — i Y I \ / — � I o / � / I � LED V I� \ 1 / 0 �( �( Ceiling Mounted Light Fixtures: Surface/Pendant, Z I II � / I I / AFCI ® p g I LED W LED i \� LED I / I / FAMILYGH 1 O OM I U� / / n AFC — — / AFC O Recessed, Heat Lam Low Voltage ® Wall Mounted Light Fixtures: Flush Mounted, I �O / \ LED / LED I I I \ / / LO Wall Sconce J— � - - - � w Dl D. DM$ Ty I I �— I LE O I AFCI I \ I I ' N AFCI HALE / WP \ m Ln �QV' �QP, 4W; XN Switches: Dimmer, Timer /� I I \ 11�2' I / I / I \ v / — —f I 1 I AFCI 1 O ' G 1120 L AFc �H 120 /I m WP 3 a Switches: Single Pole, Weather Proof, 3-Way, 4-Way I i 3, I I L� I L I I I 5 �� -`w _ ® E \ F g Y, Y I zaao I \ I I \ N I LEN / LU T 110V Receptacles: ARC Fault Interrupter, ,3 FCIsl I 0 2280 2250 C N W / AFCI Whirlpool Tub Outlet �L(yE,D �1 f�'')'�j N \\ o L I L LE F / _\ / w I ^^ \ \ / �wF•a \ C / 111 MD/DS Motion Detector/Daylight Sensor LED --,.SLED > , v 7 AFCIAFCI W I I — — LED — I \ N L _ — — — m wP 3 a w AFCI LED/ — \ \ LED AFcI O I —J I I I z I LED�,n I fIn /MASTER m ffi F $ $ Switches: Single Pole, Weather Proof, 3-Way, 4-Way ,� O — a' �1 , I A I \ -� BATHRM 120 \Y DM Ty Q O� 5 DI D $ Switches: Dimmer, Timer I Q p / r -L \ \ I ref L D _ _ _ 200 LU tu NL D \ / \ SLED FCI FCI cs$ os Condensation Sensor, Occupancy Sensor Switch i I i w (3 // I \ o \ I GF ,w R / � - 124 \LE / \ ry I A I I I Lao / I I \ O � I I L I w I \ mw / AFCI I I I \ Q l� I o --- I \ \ AFc a� QED LE� V 10 J I I \ D m I Z I ? w I d-FC1 �_ ./ MAST R \ ., z I AFCI / — BEDROOM 1 L—�L to — - I \ / DIM / \ / I w ,/ a DIM / I Y �I / CLOSET I GH 1JO AFCI LED ` — — LED / DIM dJ/ \\ I J 11� h _ _ _L8D Iest E —9 D L R< / 1 f . I I 0 / LED AFCI R LIN ovens pantry LED�^ o \ ` , I Xo 7 / 1 n n \ GFC GFC GFC / I Z 9 I L O (� AF AFC 3 AFC AFC \ w J / AFCI Lr to J % / \ LED 51180 2880 E O HALL \ i AFCI FCI I � / H6 \ wH (E)Dryer E)1Nashe N)FA CH 120 AFC � — AFC ^' / D5\ DS ry I MD ` V Y— — - � � ` \ o FCI I� { `I CLOTHES DRYER MOISTURE EXHAUST DUCTS SHALL TERMINATE OUTSIDE THE — — — — _ — I / ' I Z Z Io U - - - LED, ,� I LE1� / o - - - _ W AFCI BUILDING AND HAVE A BACK-DRAFT DAMPER. EXHAUST DUCT IS LIMITED TO 14 WITH I I _4 `� 00 TWO ELBOWS. THIS SHALL BE REDUCED 2' FOR EVERY ELBOW IN EXCESS OF TWO. / 4 \ \ ED LED / \ LED DECK \ E GFCI AFCI 4 U_ SHOW MINIMUM 4" DIAMETER, SMOOTH, METAL DUCT, AND SHOW DUCT ROUTE ON / I \ N, z PLAN. WP / I so Fyyre Rate LIYIN6 ROOM m� GFCI O I pelf-GIos1�g DPI / GH 120 \ 0- O � A) ALL 120-VOLT, SINGLE-PHASE, 15- AND 20-AMPERE BRANCH CIRCUITS SUPPLYING GFCI GARAGE \ I GH 134 I / I I LL OUTLETS OR DEVICES INSTALLED IN DWELLING UNIT KITCHENS, FAMILY ROOMS, 05 MD lY I / LIVING ROOMS PARLORS LIBRARIES DENS BEDROOMS SUNROOMS \ D5/ p 14"Below LA Flo I I I I o� � w DINING ROOMS, , mm O I 14"Below LA FF I I I U) RECREATION ROOMS, CLOSETS, HALLWAYS, LAUNDRY AREAS, OR SIMILAR ROOMS OR \ / J I /i OYER I w cn AREAS SHALL BE PROTECTED BY A LISTED ARE-FAULT CIRCUIT INTERRUPTER. (CEC / '� I I �°i I AFCI H 120 I / v� w xx p 210.12) / i / I i / LL LL B) ALL RECEPTACLES IN BATHROOMS, GARAGES, ACCESSORY BUILDINGS, OUTDOORS, / I / a` \ _ I / M o Q CRAWL SPACES, UNFINISHED BASEMENTS, KITCHENS (WHERE RECEPTACLES SERVE \ — — — — — / v I( / FG E\ I L m m m COUNTER TOP SURFACES), LAUNDRY AREA, SINKS (WITHIN 6 FEET OF THE EDGE OFF MD MD GFWP / \ LED AFCI \ O \D5 / —I — — \ — — AFCI Hg THE SINKS, BATHTUBS, OR SHOWERS), SHALL HAVE GROUND-FAULT CIRCUIT — — r — �— — I — — — LED /— INTERRUPTER (GFCI) PROTECTION. (CEC 210.8) — — — — — — OED I I \ I AFC L — _ _ _ _ _ _ _ _ S�_ _ _ _ _ \6080 TEP DN 6" I E (N) 15T FLOOR ROOF \ 10 GFCI 5/5" Fire Taped Sheet Rock GFCI 305105G 305105G 305105G 3012AVL O Garage Walls & Geiling (N) P RGH E LED — — GFCI WP \ CI I STEP ON b" 2x1 I O — — — — — — _ _ _ _ _ P St� (N) 1 st Floor Gantilevered Roof '� a) 15680 MD D c TABLE 1.50.a-,A D5 \ \ / i / / D5 00 a-- CLASSIFICATION OF HIGH-EFFIE ACY LIGHT S-OU ICES 00 o (n HIGH-EFFICACY LIGHT SOURCES — — — — — — L ire} �.17-ed with Gniy the ii bn tech to in t� table sl,�ll � �s�ed a L eh efc a,c�- LiEht s�u� in t� mlinriT Gthey ffim &ate l ustalled i� �i1i Light s4=es i2 this -m1�w :I be cer� tG the �,a�ght 11rminui„e;_ are das�eId az mgh e�acy ad a* C Gn=_ssiou as HiEil E.fca� LIt& Sow s is a:rcor�Ica nCt requm� tD t�1p_y with Refe3�a� Joist Appe dix JA8 with Reference JGint Appendix J A9 and be m�Ed as �' JAS. 1. Pin-base Luna r or compact tluoa� ent light �u ce us= S. All ki&:sG reel in cs l recEssed�avrT�ht i i es. Note tka� a Electra= hall��_ ceiling recesze d a'GR # lirr„na,res .hall nmt have sew bay � . PuLse-start metal hali E_ regar =S o�`lam� t as clesclibe d in SectiGn 150. )IC. Q 3. s sum 9. CrU-24 fiats ccatmmi.ng LED :i.ght sotu ce.. 4. GU-24 sockletz cc t�' ligbt sGur�ces lithe r than LEDs!-- 10. light r. n� aat et mwise fisted Liu the ta�l.� a_r-d certLE lid LLJ 5. Larni-n��} with � iR� h.igh frequency generator aEgi � t� �li�,n,a���n a� ��m�i�� with J�� �g��a� �. mauctwn lamp. z 6. In-parable S SL 11miin i.sas tit alp i taped otn&G �. 1. Ia:.ep�hle S&L 1umi-n U es containME cGIDre d liEht s�cw ~ #bat u-e m&lled tea mcrvi& &mvm- ve li�ti ALL DISPLAYED ELECTRICAL IS NEW Y) 1Il ry: ALL INSTALLED LUMINAIRES SHALL BE HIGH- W EFFICACY IN ACCORDANCE WITH TABLE 150.0-A: Q 2. �-24 sorket lift 5 a urti m � as ramp act E Dresc am 1 �ia�Ian 1a s z b. of �E 20 i (c)3 Idr*s nit 2EM' mr�scent &�Es tD l>iwe � "-=4 b`�. ELECTRICAL PLAN z 6' 4' 8' 16' � O DESIGNER: DRAFTSMAN: ON THIS PAGE OF LAYOUT: SCALE: PAGE # STEWART DESIGN SATWINDER BAJWA 408-806-0016 IST RD, LOS GATOS, CA 95033 ADDITION VENTILATION REQUIREMENTS & ELECTRICAL PLAN 1 /4" RICK GOULD - 650-520-9215 = 1 ' A 9 RICK C rgould777@comcast.net Community Development Department H. WINDOWS & GLAZING GENIENRAk.f0i TicS3 Cupertino 1 . ALL WINDOWS SHALL BE VINYL DOUBLE GLAZED MINIMUM WITH LOW-E OPTIONAL. K. ALL NEW UNDER CABINET LIGHTING SHALL BE SWITCH SEPARATELY FROM OTHER LIGHTING O N tU ERTINQ A. GENERX'OPMRES 2. DOOR GLAZING & WINDOW GLAZING SHALL BE TEMPERED WHEN LOCATED WITHIN 24 INCHES OF EITHER EDGE SYSTEMS (INCLUDING KITCHEN LIGHTING). Ce# 1 . CONWRUC51QN WILL FOLLOW THESE APPLICABLE CODES: OF A DOOR. L. ALL NEW OUTDOOR LIGHTING SHALL BE HIGH EFFICACY WITH MANUAL ON/OFF SWITCH AND ONE 5; 2019 C 5 ESIDENTIAL, BUILDING, MECHANICAL, PLUMBING, ELECTRICAL, ENERGY, AND GREEN 3. WINDOWS FOR BEDROOMS SHALL: HAVE A MIN NET CLEAR OPENING OF 5.7 FT.2 (GRADE-FLOOR OPENINGS OF THE FOLLOWING: 1 ) PHOTO CONTROL AND MOTION SENSOR; 2) PHOTOCONTROL AND AUTOMATIC I IIL.DING CO AS AMENDED BY THE STATE OF CALIFORNIA AND CITY OF CUPERTINO. TIME SWITCH CONTROL' 3 ASTRONOMICAL TIME SWITCH CONTROL' 4 ENERGY MANAGEMENT A r vaJBB'0 y:,Q"re SHALL BE A MIN 5 FT.2); MIN NET CLEAR OPENING HEIGHT OF 24 INCHES; AND MIN NET CLEAR WIDTH OF 20 INCHES; � ) � ) A �I CTOR AND SUPPLIER IS RESPONSIBLE THAT HIS WORK AND MATERIALS CONFORM TO ALL BOTTOM OF CLEAR OPENING NOT TO EXCEED 44 INCHES ABOVE FLOOR AND OPENS DIRECTLY TO STREET, PUBLIC CONTROL SYSTEMS. Ap r va [ t�,,, ,, ^TIONS, ACCEPTABLE PRACTICES, AND IS ACCEPTABLE TO THE BUILDING M. FORM CF2R-LTG-01-E FORM MUST BE PROVIDED TO THE CITY BUILDING INSPECTOR PRIOR TO Il.ir- �LC l�VL1CJ, RCVVL/'1 ALLEY, YARD OR COURT THAT OPENS TO PUBLIC WAY. CBC SECTION 1026. Sig tur��p� ak.gic - n�ninl�G� 4. DOORS OF SHOWER AND BATH TUB ENCLOSURES SHALL BE FULLY TEMPERED, LAMINATED SAFETY GLASS OR FINAL INSPECTION. 3. THE C6LTORS AND SUBCONTRACTORS SHALL PROVIDE EVERYTHING NECESSARY AND REASONABLY APPROVED PLASTIC. CBC 2406.3 INCIDENTAL FOR THE PROPER AND WORKMANLIKE EXECUTION OF THE INTENT OF THE DRAWINGS AND 5. GLAZING IN SHOWERS OR BATHTUB ADJACENT WALL OPENINGS WITHIN 60 INCHES ABOVE A STANDING SURFACE K. SHEETROCK SPECIFICATIONS, WHETHER SPECIFICALLY MENTIONED OR NOT. UPON COMPLETION THE STRUCTURE SHALL BE OR DRAIN INLET SHALL BE FULLY TEMPERED, LAMINATED SAFETY GLASS OR APPROVED PLASTIC. CBC SECTIONS 1 . 1/2" SHEETROCK IN HOUSE FULLY OCCUPIED WHILE USABLE, AS INTENDED. 2406.3. 2. TEXTURE TO MATCH EXISTING 4. THE CONTRACTOR AND SUBCONTRACTORS SHALL STUDY THE DRAWINGS, VERIFY ALL DIMENSIONS AND 6. MINIMUM WINDOW GLAZED AREA MUST EQUAL 8% OF ROOM FLOOR AREA AND MINIMUM 4% OPENABLE. CONDITIONS ON THE DRAWINGS AND AT THE JOB SITE PRIOR TO BIDDING, ORDERING MATERIALS, EQUIPMENT, L. VENTILATION REQUIREMENTS Nt AND FIXTURES OR COMMENCING WORK. I. SAFETY GLASS REQUIREMENTS 1 . SEE SHEET A5 9r__ 5. THE CONTRACTOR AND SUBCONTRACTORS SHALL PROMPTLY NOTIFY THE GENERAL CONTRACTOR, OWNER, 1 . DOORS AND PANELS OF SHOWER AND BATH TUB ENCLOSURES SHALL BE TEMPERED, LAMINATED SAFETY GLASS O AND DESIGNER OF ANY ERRORS, OMISSIONS, OR DISCREPANCIES IN THE PLANS AND/OR SPECIFICATIONS. OR APPROVED PLASTIC PER CBC SECTION 2406.3. M. INSULATION Ln 6. THERE SHALL BE NO CHANGES TO THE DRAWINGS OR SPECIFICATIONS WITHOUT PRIOR WRITTEN APPROVAL 2. SAFETY (TEMPERED) PLACING SHALL BE UTILIZED AT THE FOLLOWING LOCATIONS PER CBC SECTION 2406.3. A. 1 . R-13 IN WALLS IN THE ADDITION/ALTERED WALLS BY THE OWNER AND DESIGNER. WINDOWS ADJACENT TO AND WITHIN 24 INCHES OF EITHER EDGE OF THE DOOR. B. WINDOWS IN DOORS. C. 2. R-30 IN CEILING TO ATTIC IN THE ADDITION Q 7. THESE DRAWINGS ARE MINIMUM. ALL CONDITIONS NOT SPECIFICALLY NOTED OR DETAILED ARE THE WINDOWS IN THE STAIRWAY WITHIN 5 FEET OF WALKING SURFACE. 3. R-19 UNDER FLOOR (� RESPONSIBILITY OF THE CONTRACTOR AND/OR SUBCONTRACTORS INVOLVED. 4. ALL NEW WINDOW GLASS TO BE DUAL PANE LOW-E 8. ALL WORK SHALL BE IN ACCORDANCE WITH ENERGY STANDARDS OF TITLE 24. J. ELECTRICAL Q 9. ALL PERMITS ARE THE RESPONSIBILITY OF THE OWNER. 1 . NEW 200 AMPS ELECTRICAL SERVICE N. LANDING AREAS & BALCONY (NOT APPLICABLE TO THIS PROJECT) 2. MEET LIGHTING ENERGY EFFICACY REQUIREMENTS PER TITLE 24 1 . EXTERIOR DOORS TO HAVE A MIN 3X3 LANDING OR LANDING AREA; LANDINGS SHALL NOT EXCEED z B. EXCAVATION 3. TWO SMALL APPLIANCE BRANCH CIRCUITS ARE REQUIRED FOR THE KITCHEN AND ARE LIMITED TO SUPPLYING 7 3/4" LOWER THAN DOOR THRESHOLD. 1 . EXCAVATE FOOTINGS & EXPORT SOIL. WALL AND COUNTER SPACE OUTLETS FOR THE KITCHEN, PANTRY, BREAKFAST ROOM, DINING ROOM, AND SIMILAR AREAS. THE CIRCUITS CANNOT SERVE OUTSIDE PLUGS, RANGE HOOD, DISPOSALS, DISHWASHERS OR O. ENVIRONMENTAL AIR DUCTS C. CONCRETE AND REINFORCING STEEL (ALSO SEE STRUCTURAL ENGINEERING REQUIREMENTS NOT ( MICROWAVES - ONLY THE REQUIRED COUNTERTOPS/WALL OUTLETS INCLUDING THE REFRIGERATOR. 1 . TERMINATION OF ALL ENVIRONMENTAL AIR DUCTS SHALL BE A MINIMUM OF 3 FEET FROM ANY APPLICABLE TO THIS PROJECT) 4. A DEDICATED 20 AMP BRANCH CIRCUIT SHALL BE PROVIDED TO SUPPLY THE LAUNDRY ROOM RECEPTACLE OPENINGS (DOORS, WINDOWS, SKYLIGHTS OR ATTIC VENTS) INTO THE BUILDING. 1 . ALL CONCRETE SHALL BE 2500 PSI WITHIN 28 DAYS UNLESS NOTED OTHERWISE ON THE PLANS. OUTLET. 2. DRYER EXHAUST SHALL TERMINATE OUTSIDE BUILDING. DRYERS MUST BE EQUIPPED WITH A V 2. MINIMUM AGGREGATE SIZE SHALL BE 3/4, AND MAXIMUM SLUMP SHALL BE 4 1/2" UNLESS NOTED OTHERWISE 5. A DEDICATED 20 AMP CIRCUIT IS REQUIRED TO SERVE THE REQUIRED BATHROOM OUTLETS. THIS CIRCUIT BACK DRAFT DAMPER WITH NO SCREEN. DRYER DUCTS ARE LIMITED TO 14 FEET IN LENGTH WITH ON THE PLANS. CANNOT SUPPLY ANY OTHER RECEPTACLES, LIGHTS, FANS, ETC. EXCEPT WHERE THE CIRCUIT SUPPLIES A SINGLE TWO 900 ELBOWS FROM THE CLOTHES DRYER TO THE POINT OF TERMINATION. REDUCE THIS 3. ANCHOR BOLTS, HOLD-DOWN BOLTS, DOWELS, AND OTHER REQUIRED INSERTS, SHALL BE POSITIONED AND BATHROOM, OUTLETS FOR OTHER EQUIPMENT WITHIN THE SAME BATHROOM SHALL BE PERMITTED TO BE SUPPLY. LENGTH BY 2 FEET FOR EVERY ELBOW IN EXCESS OF 2. FIRMLY SECURED IN PLACE, BEFORE CONCRETE IS POURED. 6. SMOKE DETECTORS SHALL BE LOCATED IN ALL BEDROOMS & IN HALLWAYS IN THE IMMEDIATELY VICINITY 0 4. CONTRACTOR SHALL TAKE ALL THE NECESSARY MEASURES TO PROVIDE A PROPER IMPACTION OF THE OUTSIDE OF BEDROOMS. SMOKE DETECTORS IN THE REMODEL AND ADDITION SHALL BE HARDWIRED WITH A P. STAIRS & RAILINGS (NOT APPLICABLE TO THIS ADDITION) 0 CONCRETE. BATTERY BACKUP. 5. SOIL AT BOTTOM OF FOOTINGS AND UNDER SLABS SHALL BE UNDISTURBED OR, IF DISTURBED, COMPACTED 7. ALL BATHROOMS & LAUNDRY AREA SHALL UTILIZE HIGH EFFICACY LUMINARIES AND AT LEAST ONE AT LEAST Q. PLUMBING OO Z TO 95% PRIOR TO THE POUR. ONE FIXTURE UTILIZING A VACANCY SENSOR SWITCH. 1 . WATER HEATER SHALL BE STRAPPED TO OPEN/PARTIAL BASEMENT WALL. (N/A) Q 6. REINFORCING STEEL SHALL BE DEFORMED BARS; CONFORMING TO ASTM A 615-40 REQUIREMENTS AND 8. OTHER ROOMS - ALL PERMANENTLY INSTALLED LUMINARIES TO BE "HIGH EFFICACY" AS SPECIFIED CEC SECTION 2. WATER CLOSETS TO BE MAXIMUM 1 .6 GALLONS PER FLUSH. 00 J WELDED WIRE MESH PER ASTM SPECIFICATIONS A-185. 150.0 (K). PERMANENTLY INSTALLED LIGHTING IS DEFINED IN CEC SECTION 100.1 . ALL RECESSED DOWN LIGHT 3. SHOWER AND TUB SHOWER COMBINATIONS SHALL BE PROVIDED WITH INDIVIDUAL CONTROL 7. REINFORCING STEEL BARS #4 AND SMALLER SHALL BE OF GREAT 40, AND BARS #5 AND LARGER SHALL BE OF LUMINARIES MUST CONTAIN A LIGHT SOURCE OR LAMP THAT ISJA8-CERTIFIED, SUCH AS AN INTEGRAL LED SOURCE, VALVES OF THE PRESSURE BALANCE OR THE THERMOSTATIC MIXING VALVE. C I O GRADE 60. OR LED LAMP. SCREW-BASED LAMPS SUCH AS LED A-LAMPS OR LED PAR LAMPS ARE NOT ALLOWED. PIN-BASED 4. PRESSURE REDUCTION VALVE REQUIRED RISER. (� (� 8. ALL REINFORCING BARS SHALL BE CLEAN OF ANY RUST, OR FOREIGN MATERIALS. LAMPS SUCH AS LED MR-16 LAMPS ARE ALLOWED AND RECESSED FIXTURES AS LONG AS THEY ARE JA8-CERTIFIED. 5. T REQUIRED FOR AUTOMATIC SPRINKLER SYSTEM PRIOR TO PRESSURE REDUCTION VALVE. CO Cn 9. ALL REINFORCING SPLICES OR SHALL BE LAPPED A MINIMUM OF 40 BAR DIAMETERS BUT NO LESS THAN 24 ' ALL LUMINARIES THAT ARE INSTALLED WITH JA 8-CERTIFIED LIGHT SOURCES ARE REQUIRED TO BE CONTROLLED 6. UTILIZE A 1" PVC SUPPLY LINE FROM A 1" WATER METER. PER CRC TABLE R611 .5.4(1 ). BY EITHER A DIMMER OR VACANCY SENSOR. IN ADDITION, ALL BLANK ELECTRICAL BOXES MORE THAN 5 FEET Z 10. CONCRETE COVERAGE FOR REINFORCING STEEL SHALL BE: 3" WERE POURED AGAINST THE EARTH; 2" WERE ABOVE THE FLOOR MUST BE CONTROLLED BY A DIMMER, VACANCY SENSOR, OR FAN SPEED CONTROL. DIMMERS R. SHOWER & TUB/SHOWER MOISTURE RESISTANT REQUIREMENTS 0- POURED AGAINST FORMS; 1" FOR SLAB POURED AGAINST FORMS. OR VACANCY SENSORS ARE NOT REQUIRED ON ANY LUMINARIES LOCATED IN CLOSETS LESS THAN 70 FT.2, OR IN 1 . SHOWER AND TUB/SHOWER SHALL UTILIZE A MOISTURE RESISTANT UNDERLAYMENT (I.E. CEMENT, Q 11 . ANCHOR BOLTS SHALL BE LOCATED WITHIN 12" FROM CORNERS AND BUTT JOINTS. HALLWAYS. FIBER CEMENT, OR GLASS MAT GYPSUM BACKER) TO A HEIGHT OF 70 INCHES ABOVE THE DRAIN 9. ALL RECESSED D. STRUCTURAL STEEL (IF UTILIZED) BALLAST SHALL BE UTILIZED INSULATEDINARIES IN C RATED AND AIRTIGHT (AT) AND ELECTRONIC INLET. NOTE THAT ILIZED FOR FLUORESCENT LUMINARIES.ES VAPOR RETARDER NWATER-RESISTANT OR BATH TUB COMPARTMENTS.O RD SHALL NOT BE USED OVER A � 1 . STRUCTURAL STEEL SHALL CONFORM TO A.S.T.M. (A-36) SPECIFICATIONS AND TO THE A.S.I.C. 10. GFCI REQUIREMENTS: ALL BATHROOMS, OUTDOOR RECEPTACLES, KITCHEN AND COUNTERTOP RECEPTACLES w AND COUNTERTOP RECEPTACLES WITHIN 6 FEET OF THE SECOND FLOOR LAUNDRY; WET BAR SINK (IF ANY) SHALL S. HALLWAYS & CORRIDORS o E. FRAMING (CONVENTIONAL FRAMING IN ACCORDANCE WITH CBC) AND LUMBER BE GFCI PROTECTED PER CEC SECTION 210.8. 1 . HALLWAYS & CORRIDORS SHALL BE A MINIMUM OF 36" WIDE. Q 1 . WOOD MEMBERS LESS THAN 4" IN WIDTH SHALL BE DOUGLAS FIR #2. 11 . LIGHT FIXTURES IN TUB/SHOWER ENCLOSURE SHALL BE "SUITABLE FOR DAMP LOCATION" PER CEC SECTION m 2. WOOD MEMBERS 4" OR LARGER WIDTH SHALL BE DOUGLAS FIR #1 , UNLESS NOTED OTHERWISE ON THE 410.4 (Al ). T. HOUSE NUMBERS (NOT CHANGING) PLANS. 12. RECEPTACLES SHALL BE: a. IN BEDROOMS,- 12' O.C. MAXIMUM, AND WITHIN 6' OF THE END OF WALLS; b. IN 1 . BUILDING ADDRESS SHALL BE CLEARLY VISIBLE AND LEGIBLE FROM THE ADJACENT PUBLIC WAY 3. UNLESS SPECIFIED OTHERWISE ON THE PLANS, ALL NAILING SHALL BE PER UNIFORM BUILDING CODE. KITCHEN AND DINING AREA COUNTERSPACE WIDER THAN 12 INCHES - LOCATE RECEPTACLES SO NO POINT ALONG OR STREET, METAL NUMBERS, MINIMUM OF 4 INCHES HIGH, AND CONTRAST WITH THEIR 4. ALL CONNECTING HARDWARE SHALL BE SIMPSON COMPANY TYPE OR EQUAL, AND INSTALLATION SHALL BE IN THE COUNTER WALL IS OVER 24" FROM A RECEPTACLE; c. IN BATHROOM - AT LEAST ONE RECEPTACLE IS WITHIN BACKGROUND. E ACCORDANCE WITH MANUFACTURERS REQUIREMENTS, UNLESS NOTED OTHERWISE ON THE PLANS. 36" OF THE OUTSIDE EDGE OF EACH BASIN AND ON THE WALL THAT IS ADJACENT TO THE BASIN; d. FRONT AND 5. GLUE-LAMINATED BEAMS SHALL BE OF A COMBINATION PROVIDING A MINIMUM fb = 2400 PSI. CAMBER AS REAR EXTERIOR RECEPTACLES - SHALL BE LOCATED WITHIN 6'6" OF GRADE AND WATERPROOF; e. LAUNDRY - U. WOOD SIDING & STONE WALL COVERINGS = INDICATED ON THE PLANS. 1 . 2 LAYERS OF GRADE D PAPER OVER PLYWOOD SHEATHING � MINIMUM OF ONE RECEPTACLE; PER CEC SECTION 210.52. 6. ROOF SHEATING SHALL BE A MINIMUM 1/2" CDX WITH EXTERIOR GLUE, GROUP #2 OR EQUIVALENT OSB. GFCI PROTECTION IS REQUIRED FOR ALL RECEPTACLES SERVING KITCHEN COUNTERTOPS AND KITCHEN ISLAND. EXPOSED SHEATHING AT ROOF OVERHANG SHALL BE AS INDICATED ON THE ARCHITECT'S PLANS. 13. ALL ELECTRICAL RECEPTACLES SHALL BE "TAMPER-PROOF." V. HEATING & AIR CONDITIONING 7. WALL SHEATHING TO BE A MINIMUM OF 3/8" CDX PLYWOOD WITH EXTERIOR GLUE, GROUP #2 OR EQUIVALENT 14. ALL OUTLETS NOT REQUIRED TO BE GFCI AS INDICATED IN J10 SHALL USE AFCI BREAKERS. 1 . EXISTING FAU IS REPLACED AND MOVED INTO THE GARAGE O OSB. UTILIZE UCB SHEER NAILING PATTERN UNLESS SPECIFIED OTHERWISE IN THE PLANS. 15. CARBON MONOXIDE DETECTORS SHALL BE LOCATED OUTSIDE AND IN THE IMMEDIATE VICINITY OF THE 2. SEE TITLE 24 REQUIREMENTS FOR INSULATION & DUCTING REQUIREMENTS o 8. FLOOR SHEATHING SHALL BE T&G INT-APA WITH EXTERIOR GLUE, GROUP #2. BEDROOM(S). ALL CARBON MONOXIDE ALARMS SHALL RECEIVE PRIMARY POWER FROM THE C •� 9. BEARING AND NONBEARING WALLS SHALL HAVE DOUBLE TOP PLATES, LAPPED AT INTERSECTION. PLAYED BUILDING'S PERMANENT ELECTRICAL SOURCE WITHOUT A DISCONNECTING SWITCH OTHER THAN THE OVER W. ENHANCED DURABILITY & REDUCED MAINTENANCE 3: JOINTS SHALL BE STAGGERED 4'-0" MINIMUM AS INDICATED ON THE STRUCTURAL DETAILS. CURRENT PROTECTION (CIRCUIT BREAKER) AND SHALL HAVE A BATTERY BACKUP. ALL CARBON MONOXIDE ALARMS 1 . ANGULAR SPACES AROUND PIPES, ELECTRICAL CABLES, CONDUITS OR OTHER OPENINGS IN � M 10. UNLESS NOTED OTHERWISE ON PLANS, WALLS SHALL BE OF 2 X 4 STUDS (STUD GRADE OR BETTER) AT 16" SHALL BE INTERCONNECTED. PLATES AND EXTERIOR WALLS WILL BE RODENT PROOFED BY CLOSING SUCH OPENINGS WITH ON CENTER. 16. ALL NEW LIGHTING SHALL COMPLY WITH 2O16 CA ENERGY CODE SECTION 150 (K). CEMENT MORTAR, OR CONCRETE MASONRY. 11 . PRESSURE TREATED LUMBER OR FOUNDATION GRADE REDWOOD SHALL BE UTILIZED FOR WOOD IN A. ALL NEW LIGHTING SHALL HAVE MANUAL ON/OFF CONTROLS. CONTACT WITH CONCRETE OR MASONRY. B. ALL NEW LIGHTING SHALL BE HIGH EFFICACY. X. POLLUTION CONTROL 12. HOLES FOR BOLTS SHALL BE BORED WITH A BIT 1/16" LARGER THAN THE NOMINAL OLD DIAMETER. ALL C. ALL NEW SCREW-BASED PERMANENTLY INSTALLED LIGHT FIXTURES MUST CONTAIN SCREW- BASED JA8 1 . AT THE TIME OF ROUGH INSTALLATION OR DURING STORAGE, DUCT COMPONENTS AND PLENUM BOLTS SHALL BE RE-TIGHTENED PRIOR TO APPLICATION OF PLYWOOD, GYP-BOARD, ETC. COMPLIANT LAMPS. JA8 COMPLIANT LIFE SOURCES MUST BE MARKED AS "JA8-2016" OR "JA8-2016-E." OPENINGS WILL BE COVERED WITH TAPE, PLASTIC, SHEET METALS, OR OTHER METHODS THAT WILL 13. ROOF EAVES TO MATCH EXISTING EAVES. D. ALL NEW JA8 COMPLIANT LIGHT SOURCES IN THE FOLLOWING LOCATIONS ARE CONTROLLED BY VACANCY REDUCE THE AMOUNT OF DUST OR DEBRIS, WHICH MAY BE COLLECTED IN THE SYSTEM PRIOR TO 14. ALTERNATIVE ROOF FRAMING, USE ENGINEERED ROOF TRUSSES. SENSORS OR DIMMERS (EXCEPTION FOR CLOSETS LESS THAN 70 FT.2 AND HALLWAYS) FINAL. 15. STRUCTURAL MEMBER SHALL NOT BE CUT OR PIPES, ETC. UNLESS SPECIFICALLY NOTED OR DETAILED. (1 ) NEW CEILING RECESSED DOWN LUMINARIES. 2. ADHESIVES, SEALANTS AND CAULKING WILL BE COMPLIANT WITH VOC OR OTHER TOXIC Q 16. 2X SOLID BLOCKING SHALL BE PLACED BETWEEN JOISTS OR RAFTERS AT ALL SUPPORTS. (2) NEW LED LUMINARIES WITH INTEGRAL SOURCES. COMPOUND LIMITS PER CGC 4.504.2.1 . 17. ALL BOLTS BEARING ON WOOD SHALL HAVE STD CUT WASHERS HUNDRED HEAD AND NUT, UNO. (3) NEW PIN-BASED LED LAMPS (I.E MR16, AR-1 11 , ETC.) 3. PAINTS, STAINS AND OTHER COATINGS WILL BE COMPLIANT WITH VOC LIMITS. (4) NEW GU-24 BASED LED LIGHT SOURCES. 4. AEROSOL PAINTS AND COATINGS WILL BE COMPLIANT WITH PRODUCT WEIGHTED MIR LIMITS FOR Q F. ROOFING E. THE NUMBER OF NEW BLANK ELECTRICAL BOXES MORE THAN 5 FEET ABOVE THE FINISHED FLOOR TO NOT ROC AND OTHER TOXIC COMPOUNDS. m 1 . COMPOSITION SHINGLES ON SECOND FLOOR ROOF GREATER THAN THE NUMBER OF BEDROOMS. SHOWS THESE ELECTRICAL BOXES CONTROLLED BY DIMMER, 5. DOCUMENTATION WILL BE PROVIDED, AT THE REQUEST OF THE BUILDING DEPARTMENT, TO 2. TAR & GRAVEL OR EQUIVELENT ON LOW PITCH FIRST FLOOR ROOF VACANCY SENSOR, OR FAN SPEED CONTROL. VERIFY COMPLIANCE WITH VOC FINISH MATERIALS. F. AT LEAST ONE FIXTURE IN EACH REWIRED BATHROOM SHALL BE CONTROLLED BY A VACANCY SENSOR. w G. STUCCO G. AT LEAST ONE FIXTURE IN THE GARAGE SHALL BE CONTROLLED BY A VACANCY SENSOR. THIS REQUIREMENT IS 0 1 . 3 COATS STUCCO WITH TEXTURE SELECTED BY OWNER NOT APPLICABLE TO THIS PROJECT BECAUSE WE ARE NOT CHANGING ELECTRICAL IN THE GARAGE. ADDED ELECTRICAL NOTES Z 2. 2 LAYERS OF GRADE D PAPER OVER PLYWOOD SHEATHING H. AT LEAST ONE FIXTURE IN EACH LAUNDRY ROOM SHALL BE CONTROLLED BY A VACANCY SENSOR. A) ALL 120-VOLT, SINGLE-PHASE, 15- AND 20-AMPERE BRANCH CIRCUITS SUPPLYING OUTLETS OR DEVICES 3. 26 GA GALVANIZED WEEP SCREED AT FOUNDATION PLATE LINE I. AT LEAST ONE FIXTURE IN EACH UTILITY ROOM SHALL BE CONTROLLED BY VACANCY SENSOR.THIS INSTALLED IN DWELLING UNIT KITCHENS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, 8" ABOVE GRADE OR 4" ABOVE CONCRETE OR PAVING REQUIREMENT IS NOT APPLICABLE TO THIS PROJECT BECAUSE THERE IS NO UTILITY ROOM. DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, LAUNDRY AREAS, OR SIMILAR J. EXHAUST NEW FANS (EXCLUDING KITCHEN EXHAUST HOOD) SHALL BE SWITCH SEPARATELY FROM LIGHTING ROOMS OR AREAS SHALL BE PROTECTED BY A LISTED ARE-FAULT CIRCUIT INTERRUPTER. (CEC 210.12) Q (OR UTILIZE A DEVICE WHERE LIGHTING CAN BE TURNED OFF WHILE THE FAN IS RUNNING). B) ALL RECEPTACLES IN BATHROOMS, GARAGES, ACCESSORY BUILDINGS, OUTDOORS, CRAWL SPACES, Cn UNFINISHED BASEMENTS, KITCHENS (WHERE RECEPTACLES SERVE COUNTER TOP SURFACES), LAUNDRY AREA, SINKS (WITHIN 6 FEET OF THE EDGE OF THE SINKS, BATHTUBS, OR SHOWERS), SHALL HAVE GROUND-FAULT w CIRCUIT INTERRUPTER (GFCI) PROTECTION. (CEC 210.8) Q z w z O DESIGNER: DRAFTSMAN: ON THIS PAGE OF LAYOUT: SCALE: PAGE # STEWART DESIGN " RICK GOULD - 650-520-9215 - , SATW I N D E R BAJ WA 408-806-0016 19980 GIST RD, LOS GATOS, CA 95033 ARCHITECTURAL GENERAL NOTES 1 /4 - 1 A10 rgould777@comcast.net Con imunity Development Department Planning Division — upertino I ) CO CUPERTINO APPROVED CD Case# R-2020-024, 0 I I� A rs u Approval B dy: Director/Staff Approva I D to 11/18/20 U -,I Z Signature Lauren Ninkovich 00 O ens u Case Manager GRAPHIC SCALE 0 5 10 15 20 0� 0 EL�_ w LLJ > 11J LL U �j L_LI U C3 LL_ LEGEND m o 0 PROPERTY BOUNDARY Q N 1 LOT LINE 0 m �+ LOT 4 CENTER N TRACT 3028 EASEMENT LINE z v Q APN:362-28-004 PAVEMENT Q- - - - - - - _ CO I I FENCECONCRETE/LIP OF GUTTER x -... ... --- --- ...- FLOW LINE I J O I� 7' P.S.E. LO \ o , V\ � . . � 5' P.S.E. 4- _ ABBREVIATIONS I TRACT 3028 AC AIR CONDITIONER UNIT LOT 2N APN:362-28-002 BD BRASS DISK I 30' CH CHIMNEY Q y I � CID COVERED PORCH DI DRAIN INLET LIJ I 3' P.S.E. DL DRIP LINE t I�IDRY WELL 06 I 6' PSE DW ELECTRICAL METER co CONC CURB FF FINISH FLOOR I I - � S89°56'05"E 98.16' _ - - - - TER +300.7' P GH GAS METER FIRE HYDRANT 1�P`\O CONC � -� - STONE WALL- ICV IRRIGATION CONTROL VALVE �7 NUMENT BOX P-STONE WALK �Qy X CONC WALK 300.5'+ PM PUMB ONCH MARK - - /- - - - c('3 3' P.S.E. Z PP POWER POLE "•f --I Q PSE PUBLIC SERVICE EASEMENT w I I «, 1 I o R.O.W. RIGHT OF WAY 0) rn = J RW RETAINING WALL z C9 SSCO SANITARY SEWER CLEAN OUT p Z O I w p SDMH STORM DRAIN MANHOLE CONC DRIVEWAY GARAGE � 1kf w SSMH SANITARY SEWER MANHOLE o I Cri FF=300.6' N P-STONE PATIO 0 TP TELEPHONE POLE w w w 0 WCE WIRE CLEARANCE EASEMENT P4 a 1 0 WM WATER METER w WV WATER VALVE o W Z M NOTES w CONIC n LOT 3 w Q 1 OZ TRACT 3028 300.6'+ co APN:362-28-003 w o I \ o P-STONE STEP .n (1) A CURRENT TITLE REPORT FOR THE SUBJECT PROPERTY z o I y w o �n HAS NOT BEEN EXAMINED BY GARY D. CARNES, LAND 0 1 I Q I I �� w to SURVEYOR, EASEMENTS OF RECORD MAY EXIST THAT ARE Q m PLANTER I \ o f c� HOUSE o NOT SHOWN ON THIS MAP. 0I I FF=302.1' Z (2) TREE SPECIES AND DRIP LINES ARE APPROXIMATE AND 0 1 SHOULD BE VERIFIED BY A CERTIFIED ARBORIST. 1 (3) ALL DISTANCES & DIMENSIONS ARE IN FEET AND 30' 1 30' I o w DECIMALS THEREOF. LANDSCAPED w z 0 w I O AREA v I SHOWN(4) DERGROUND UTILITIES SHOWN ARE APPROXIMATE AND BASED NON I EVIDENCE S MAP, FAT GATE 2' THE SURFACE. \ \ x 1 \ I CH n AC (5) BUILDING DIMENSIONS SHOWN ON THIS MAP, IF SHOWN, CONC \ w I I ❑ ❑ ❑ ❑ u ❑ CONC ❑ ❑ ❑ ❑ 2 ARE MEASURED FROM THE TRIM, STUCCO OR SIDING AT \ \ " 298� E4' P.S.E. RIGHT ANGLES TO THE PROPERTY LINES. 1 98 40,0 ly ' x x — x 1 5' PSE DI \ \ Oho'��23 „ I IX _1 0 0, L_32.23 / — — O CONC O O ' - - - - - - - - - - - - - - - - - BASIS OF BEARINGS II R- _ - - - - - - - - - - - - - ~� O I � Sgs, _ _ -p=011'32'34"- - - - - - - -N89'56'05"W 42.14'- - - - SIDEWA K — - - - - - - - - - - - - - - - - - - THE BEARINGS SHOWN ON THIS MAP ARE BASED U THE I \ •.�'�. .•�� _ _ - - - - - - - - - - - - - - - - - - - - - - - - - - - — — — — — — — — — — — — — - CENTERLINE OF KINGSBURY PLACE AS FOUND MONUMENTED _ - AND RECORDED AS N89°56'05"W IN BOOK 150 OF MAPS AT PLANTER O CONC PAGE 32, SANTA CLARA COUNTY RECORDS CONIC �297 \ PLANTER CONC <> / \ OWM� WM CURB AND GUTTER — — — — — — — — — — — —1 _ - - - - - - - - - - W \ ' 30' 30' S MH PAVED ROAD BASIS OF BEARING - - N89'56'05"W 217.58' [� V _ 00' L=5132 FD�2.5" BD WITH PM 130 FD 2.5" BD WITH PM O SSMH R� p=02 IN MB RICE 14001 IN MB RICE 14001 V L 0 SSMH FD O 2.5" BD WITH PM KINGSBURY PLACE IN MB RCE 14001 30• WV O O CURB AND GUTTER — �N p,L L A/yo FH oQ Imo c -94 •• (L No. 4516 N CQ y+ z * * I p W OF CAL� E- •� �.� a E- A C,2 a M E-E Ey d O {� x o a a