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approved plans R-2017-11.pdf A�' ' l0.'h.n.. Q c E HOmestead R4 E Homest¢aA Rd -� � H - lJ _ ___ —_ - � `I�. , '� .,, ... - — � —_ - � -_ � � Z Qo� W�S'�Ve � � ' g � PNnMGgeq� .. GOVERNING AGENCY CITY OF CUPERTINO o ; - - - s P A = � � _ a O W N E R• � Vallco Shopping Mall a � `> 9 o Cupertino ar_.. v.l�,p � e B�� /�� Memonal Park �wy IVI S�evensCre¢k91vc � CUpertlno Sir"._,,,�.,i,.��..t'„�:, s�evensCreekBNtl D C w ti � �, BHOOMAIAH A�ISHETTI i - W � - � � `°MA" PHONE: 408 438 8453 � DeAnzaColleqeT aod esPa � � �� 5 ('9u j � 3 R �� c m �..aMarOi `9 .i, 7595 ERIN WAY EMAIL: alishetti@yahoo.com � ,,;, �a<��;�ao� �� MtlSuwaMarketplacr BarMart Ave � �7595ErinWq ¢ �` `L�;�� CUPERTINO, CA 95014 � �� ... _ Bolli�BPr )� .� ,_ . ¢ �� '3 a R� BOlhngerRd MaotOa 509 099 5' 3" 5'-3" DESIGNER: K n p o � _ �,:,�, � sc � x£ �, Los Angeles.San Jose. ETBAC ETBAC r-, Q� � � � < a <Ve � 3� �yP WEST�A� � g Rn R ,,� AM I R ABOGAN EM P: 408 455 6594 � � � r �.o�h,eo� � a o WEST SAN JOSE Q �� 133 KIRK AVE E: AMEER9000@GMAIL.COM - \ R"°°�� WYQe"`'°k° ' � ` >o�si wdy ��"�,. _ _ _ _ _ _ 3 CALA8AZA5 w;;}Cf1Jwar� �a � 6��-6�� SAN JOSE CA 95127 S°�T" saRaror,a r,<<��.u � _� � s�au�c c-:��nc�, � � �� -�� sTRucruRA�: VICINITY MAP I � �9 ORANGE DESIGN EVEREST PHONE: i PPLE ORANGE I MUSTAFA IBRAHEEM mustafa@designeverest.com � � FIRST AND SECOND FLOOR ADDITION OF 1 ,094 SF OF CLIENT: 7595 ERIN WAY o �IVING SPACE TO A ONE STORY SING�E FAMILY CUPERTINO, CA95014 � � LEMON � Q � 7 � 9 9 � Q PROJ ECT IN FORMATION RESIDENCE, REMODEL OF EXISTING KITCHEN. , � m i� � � � , � m � �i , � m 6 '� � � - _ '� � CHERRY� � '� � � � �� 0 � �� ALL WORKAND MATERIALS SHALL BE PERFORMEDAND INSTALLED IN COMPLIANCE WITH THE PROJECT DESCRIPTION I i CHERRY � /� 0 N CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING o I , 0 2 /o � 2 �0 6 , AUTHORITIES. NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT �� LA N D U S E DATA I – � CONFORMING TO THESE CODES: _ 5' 0" 8 15' 0 ' 2013 CALIFORNIA PLUMBING CODE � SETBACK SETBA K 2013 CALIFORNIA RESIDENTIAL BUILDING CODE PLANNING DEPT. INFO: CITY OF CUPERTINO �. 2013 CALIFORNIA BUILDING STANDARDS CODE — — — — 2013 CALIFORNIA MECHANICAL CODE � � 2013 CALIFORNIA ELECTRICAL CODE ZONING: R1-6 I � I � 2013 CALIFORNIA ENERGY CODE I I m I 8 CITY OF CUPERTINO MUNICIPAL CODE AND ADOPTING ORDINANCES APN: 359-20-014 � � � BEST MANAGEMENT PRACTICES LISTED ON THIS SHEET BUILDING DATA O o � � � , r� < � � � _ � � � I � _ C O D E C O M P L IAN C E CONSTRUCTION TYPE: VB Q N �' � SLOPE � SLOPE SLOPE � � OCCUPANCYGROUP: � c�-� � � �, _� Q V o� I � � ao EXISTING / PROPOSED AREAS FAR CALCULATION � I o 1�. EXISTING CONCRETE DRIVEWAY � ) � 0 I SECOND FLOOR � SLOPE � � EXISTING FENCE z o I PROPOSED � I � N � 3 EXISTING SIDEWALK TOTAL LOTAREA 6,573 SF z — � ADDITION�09 SQ.FT. � I � � p _ _ _ _ _ _ _ c� Q4 EXISTING CURB AND GUTTER EXISTING FLOORAREA 1,844 SF � � � � � 5Q LINE OF EXISTING EXTERIOR WALL TO BE REMOVED PROPOSED FLOORAREA �,094 SF w w FIRST FLOOR D TOTALAREA INC. GARAGE 2,938 SF L� � � PROPOSED SLOPE D � Q NEW EXTERIOR WALL EXISTING GARAGE 460 SF � m � ADDITION � $ 7Q EXISTING GREEN AREA ** RESERVED SF FOR FUTURE GARAGEAREA 65 SF** � � � � N 385 SQ.FT � � � Q EXISTING WATER METER ~ U � � � � � SLOPE SLOPE � 9 EXISTING TREE TO REMAIN PERCENT OF PROPOSED FAR 45% (INCLUDING RESERVEDAREA � D o LOP � � Q FOR GARAGE) z � 1�. EXISTING CONCRETE WALKWAYAND STEPS TO PORCH � m AVERAGE LOT SLOPE: LESS THAN 5% n 8_ _ m 11 . EXISTING CONCRETE PATIO AND STEPS � 1�. EXISTING STREET TREE TO REMAIN m � LOT COVERAGE CALCULATIONS � SLOPE SLO o 8 1�. EXISTING GARAGE �. C�-O�� WOODEN FENCE TOTAL LOTAREA 6,573 SF � � � � � EXISTING 2,243 SF � - - - 1�. 24"x24" PLANTER W/A MIN. 6' TALL CRAPE MYRTLE TREE PROPOSED 2ss sF o — ' (E) MY TLE J ' � TOTALAREA INC. PROPOSED 2,541 SF 1�. New Privacy Plants (Pittospuram Eugenoides Min. 6 High Planted) PLA T � 1�. REMOVE THE CONCRETE IN THE PARK STRIP AND PLANTER EAVE AREA s22 sF PRINTRECORD (E) APRICOT � � � 3 O POME RANITE PERCENT OF PROPOSED LOT COVERAGE 38% REv DESCRIPTION DATE P � TREE TR E n � 1�. DOWNSPOUTS AND PLASH BLOCKS N Q 7 � ❑ ❑ ❑ � � 1 . NEW CONCRETE "STEPPING STONES" TO ALLOW WATER INFILTRATION FRONT YARD IMPERVIOUS SURFACE �, m o W . NEW LANDSCAPE WITH DRAINAGE SWALE � w (E) F U I T � � N U' �. N E W W O O D E N L A T T I C E EXISTING FRONTYARD 1 ,649 SF T R E ❑ (E) FR IT N OTES IMPERVIOUS SURFACE 660 SF TRE R � � � SECOND TO FIRST FLOOR RATIO 60�-6�� 3�� ROOF NOTES : (RN) SI CONDOFOLOOR 709 SF (31% OF FIRST FLOOR) 1- TYPICAL NEW ROOF SLOPES 4:12 2-ALL ROOF OVERHANGS TO BE 12"-TYPICAL 5' 3" g� 5�� 21 � �� '�� 1 g� 0�� 5' 3" 3- (D.S.) INDICATES 2"X3" DOWNSPOUTS-TYP. HE�GHT QF PROPOSEp A�p�T��N ETBAC � ETBAC INDICATES DIRECTION OF ROOF SLOPE 4- COMPOSITION SHINGLES MATCH (E) HOUSE 5- PROVIDE RAIN GUTTERS AND CONVEY RAIN WATER TO THE STREET ± 25'-5"ABOVE FINISH GRADE �—� PARKING CALCULATION n ATTIC VENTILATION TO COMPLY W/ CBC CHAP. 12 PROJECTNUMBER: 7S 7S ERIN WAY, 4 TWO CAR GARAGE TO REMAIN CUPERTIN❑ CA 95014 ATTIC VENTILATION CALCULATIONS: S�A�E: AS SHOWN 7 � 9 5 E R I I �1 �/ q Y ATTICAREATO BE VENTILATED 1347 SQ.FTTOTAL NETAREAOF VENTILATION TO BE PROVIDED DATE DRAWNBY FIRST FLOOR: 150 =2.39 SQFT (344 SQ.IN.) 4 PROVIDED A1 . 0 SITE PLAN / PROJ ECT DATA AA SECOND FLOOR: 150 =4.9 SQFT (706 SQ.IN.) 8 PROVIDED A2 . 0 G E N E RAL N OT E S/ EX I ST I N G/ D E M O SHEETTITLE - - - - 6- CBC 2007 SECT. 1203.2 50% OF THE REQUIRED VENTILATION AREATO BE PROVIDED BY SITE PLAN VENTILATORS MINIMUM 3'ABOVE THE EAVE A3 . 0 P RO POS E D P LAN SITE SPECIFIC NOTES A4 .0 ROO F P LAN/ S E CT I O N SHEET NUMBER: 7- ROOF VENT ARCH 12"X24" FROM HOME DEPOT (100 SQ. IN. OF VENT PER UNIT) A5. 0 E L EVAT I O N S 1 SITE PLAN � 8- REMOVEAND REPLACE BROKE OR UPLIFTED SIDEWALK, CURBAND GUTTER SCALE: 1/8�� _ ��-o�� 9- REMOVE CONCRETE PANELS AND RAISED PLANTER AROUND STREET TREE IN PARK STRIP S H E ET I N D EX � 10- � GENERAL NOTES: - PROVIDE EMERGENCY EXIT DOOR OR WINDOW -"A WET WEATHER EROSION CONTROL PLAN FROM BASEMENTAND/OR SLEEPING ROOM(S). NET (WWECP), UTILIZING SEIMENTAND EROSION CLEAR WINDOW OPENING AREA SHALL BE NOT CONTROL BMPs, FOR PROJECTS THAT WILL LEAVE LESS THAN 5.7 SQ.FT. (821 SQ. IN.). MIN. NET DISTURB SOIL DURING THE RAINY SEASON WINDOW OPENING HEIGHT DIMENSION, 24"CLEAR; (OCTOBER 1 TOAPRIL 15) IS REQUIRED. THE MIN. NET OPENING WIDTH DIMENSION, 20"CLEAR. WWECP MUST BE PREPARED, FOR PROJECTS THAT FINISHED SILL HEIGHT MAX. 44"ABOVE FLOOR."CBC HAVE ALREADY BROKEN GROUND, NOT LESS THAN �� 310.4 30 DAYS PRIORS TO THE BEGINING OF EACH RAINY � _"PROVIDE RAIN GUTTERS AND CONVEY RAIN SEASON DURING WHICH SOIL WILL BE DISTURBED, WATER TO THE STREET". AND IMPLEMENTED THROUGHOUT THE ENTIRE RAINY SEASON.A COPY OF THE WWECP SHALL BE Los Ange,es.san ,ose. -"IF ADVERSE SOIL CONDITIONS ARE KEPT ON THE PROJECT SITE ATALL TIMES BEGINING ENCOUNTERED,A SOILS INVESTIGATION REPORT 30 DAYS PRIOR TO THE START OF THE RAINY MAY BE REQUIRED" . SEASON THROUGH THE END OF THE RAINY -"PROVIDE ULTRA FLUSH WATER CLOSETS FOR ALL SEASON. FOR PROJECTS THAT WILL BEGIN NEW CONSTRUCTION. EXISTING SHOWER HEADS CONSTRUCTION DURING THE RAINY SEASON,THAT AND TOILETS MUST BE ADAPTED FOR LOW WATER WWECP MUST BE AVAILABLE 30 DAYS BEFORE CONSUMPTION."WHICH USE NO MORE THAN 1.6 CONSTRUCTION COMMENCES. THE WWECP MUST GALLONS PER FLUSH BE SUBMITTED TO THE BUREAU OF ENGINEERING, - PROVIDE 70 INCH HIGH NON-ABSORBENT WALL PUBLIC WORKS FOR REVIEWANDAPPROVAL. THE ADJACENT TO SHOWER AND APROVED SHATTER- WWECP IS NOTA REQUIREMENT FOR THE RESISTANT MATERIALS FOR SHOWER ENCLOSURE." ISSUANCE OF A BUILDING OR GRADING PERMIT��.G. CLIENT: THE DEACTIVATION SWITCH SHALL BEAT LEAST 54" 7595 ERIN WAY 91.807.1.3, 91.2406.4(5), 91.1115B.9.6,7,8 CUPERTINO, CA 95014 -ALL SHOWERS AND TUB-SHOWERS SHALL HAVE ABOVE THE FLOOR." P/BC 2001-14. EITHERA PREASSURE BALANCE ORA -THE BUILDER SHALL PROVIDE THE BUILDING THERMOSTATIC MIXING VALVE. OWNERAT OCCUPANCYTHEAPPROPRIATE -"WATER HEATER MUST BE STRAPPED TO WALL IN CERTIFICATE(S)OF COMPLIANCE AND A LIST OF THE TWO PLACES. ONE IN THE UPPER%OF THE TANK FEATURES, MATERIALS, COMPONENTS,AND AND ONE IN THE LOWER%OF THE TANK.THE MECHANICAL DEVICES INSTALLED IN THE BUILDING LOWER POINT SHALL BE A MIN. OF 4 INCHES ABOVE AND INSTRUCTIONS ON HOW TO OPERATE THEM THE CONTROLS." EFFICIENTLY THE INSTRUCTIONS SHALL BE _"THE CONSTRUCTION SHALL NOT RESTRICTA FIVE CONSISTENT WITH SPECIFICATIONS SET FORTH BY FOOT CLEARAND UNOBSTRUCTEDACCESS TOANY THE EXECUTIVE DIRECTOR. WATER OR POWER DISTRIBUTION FACILITIES FOR RESIDENTIAL BUIDINGS, SUCH INFORMATION � — � (POWER POLES, PULL BOXES, TRANSFORMERS, SHALL,ATA MINIMUM, INCLUDE INFORMATION VAULTS, PUMPS, VALVES, METERS, INDICATED ON FORMS CERTIFICATE OF APPURTENANCES, ETC.)OR TO THE LOCATION OF COMPLIANCE (CF-1 R), MANDATORY MEASURES THE HOOK-UP. THE CONSTRUCTION SHALL NOT BE (MF-1 R), INSTALLATION CERTFICATE (CF-6R), WITHIN TEN FEET OF ANY POWER LINES-WETHER INSULATION CERTIFICATE (IC-1),AND A MANUAL OR NOT THE LINES ARE LOCATED ON THE WHICH PROVIDES ALL INFORMATION SPECIFIED IN w � PROPERTY FAILURE TO COMPLY MAY CAUSE THIS SECTION 10-103(B). THE HOME ENERGY v� � CONSTRUCTION DELAYSAND/ORADDITIONAL MANUAL(P400-92-031), JULY 1992) MAY BE USED TO � (E) BEDROOM (E) BEDROOM � EXPENSES." MEET THE REQUIREMENT FOR PROVIDING THIS ^ � - IN NEW CONSTRUCTION SMOKE DETECTORS MANUAL. TITLE 24, PART 1, SECTION 10-103(B)1. w `� (E) LIVING a SHALL RECEIVE THEIR PRIMARY POWER SOURCE -AAL SYSTEMS, EQUIPMENTAND/OR BUILDING � � FROM THE BUILDING WIRING AND SHALL BE COMPONENTS SHALL COMPLY WITH THE � � � � � U EQUIPPED WITH BATTERY BACK UPAND LOW APPLICABLE MANUFACTURE PROVISIONSAND � O BATTERY SIGNAL. SMOKE DETECTORS SHALL BE INSTALLATION PROVISIONS ON TITLE 24, PART 6 , � — � C LOCATED IN EACH SLEEPING ROOM & HALLWAY OR CHAPTER 2, SECTIONS 111 THROUGH 119. (E) CLOSET�� z AREA GIVING ACCESS TO A SLEEPING ROOM,AND -THE BUILDER SHALL PROVIDE TO THE BUILDER (E) C L O S E T Z _ ON EACH STORYAND BASEMENT FOR DWELLINGS OWNERAT OCCUPANCY MAINTENANCE ,_ � - - � � WITH MORE THAN ONE STORY INFORMATION FORALL FEATURES, MATERIALS, � � / w � -"AN APPROVED SEISMIC GAS SHUTOFF VALVE COMPONENTS,AND MANUFACTURED DEVICES � � � � � W WILL BE INSTALLED ON THE FUEL GAS LINE ON THE THAT REQUIRED ROUTINE MAINTENANCE FOR � � � DOWN STREAMS SIDE OF THE UTILITY METERAND EFFICIENT OPERATION. REQUIRED ROUTINE � � � B E R I G I D L Y C O N N E C T E D T O T H E E X T E R I O R O F T H E MAINTENANCE ACTIONS SHALL BE CLEARLY STATED � _ _ _ � U B U I L D I N G O R S T R U C T U R E C O N T A I N I N G T H E F U E L AND INCORPOATED ON A READILYACCESSIBLE LABEL THE LABEL MAY BE LIMITED TO IDENTIFYING, � � (E) KITCHEN GAS PIPING.° (PER ORDINANCE 171,874-FOR WORK BYTITLEAND/OR PUBLICATION NUMBER THE OVER$10,000.) OPERATION AND MAINTENANCE MANUAL FOR THAT (E) BEDROOM �� -"CONSTRUCTION PROJECTS-SMALL PARTICULAR MODELAND TYPE OF FEATURE, � � � CONSTRUCTION SITES WITH LESS TAN TWO ACRES MATERIAL, COMPONENT, OR MANUFACTURED OF DISTURBED SOILAND NOT LOCATED IN DEVICE. � (E) DINING DESIGNATED HILLSIDEAREAS NOR IN OR FOR DWELLING UNITS, BUILDINGS OR TENAT (E) BATHROO (E) BATHROO � ADJACENT TO AN ENVIOREMENTAL SENSITIVE SPACES WHICH ARE NOT INDIVIDUALLY OWNED � AREAS SHALL IMPLEMENT THE BEST MANAGEMENT AND OPERATED, OR ARE CENTRALLY OPERATED, PRACTICES (BMP) IDENTIFIED ON ATTACHMENT"A" SUCH INFORMATION SHALL BE PROVIDED TO THE ENTITLED"MINIMUM REQUIREMENTS FOR PERSON(S) RESPONSIBLE FOR MAINTAINING THE � CONSTRUCTION PROJECTS/CERTIFICATION FEATURE, MATERIAL, COMPONENT, OR MECHANICAL REVREco DESCRIPTION DATE STATEMENT". IN ADDITION, DEVICE INSTALLED IN THE BUILDING. � ATTACHEMENT"A" SHALL BE SIGNED BY OWNER OR TITLE 24, PART 1, SECTION 10-103 (B)2 / AN AUTHORIZE AGENT OF THE OWNER. -WALL COVERINGS OF SHOWERS OR TUBS WITHIN SHOWER SHALL BE OF CEMENT, PLASTER,TILE, OR APPROVED EQUAL, TO A HEIGHT OF NOT LESS THAN 70 INCHES (1778 mm)ABOVE DRAIN INLET. MATERIALS OTHER THAN STRUCTURAL ELEMENTS SHALL BE MOISTURE RESISTANT. GLASS ENCLOSURE DOORS AND PANELS MUST BE LABELED CATEGORY II. SWING DOOR OUTWARD. NETAREAOF SHOWER RECEPTOR SHALL BE NOT LESS THAN 1,024 SQ IN. (E) GARAGE OF FLOORAREA,AND ENCOMPASS 30 IN (72 mm) DIAMETER CIRCLE. PROJECT NUMBER: 7 S 7 S E R I N W A Y, WALL LEG E N D CUPERTIN❑ CA 95014 SCALE: AS SHOWN DATE: DRAWN BY: AA NEW 2"x4" @ 16" O.C. SHEET TITLE: '– EXISTING TO REMAIN �_ _ _ � EXISTING TO BE REMOVED G E N E RAL N OTESI DEMO PLAN SHEET NUMBER: 1 EXISTING/ DEMO PLAN SCALE: 1/4" = 1'-0" ■ WINDOW NOTES: 1. EGRESS WINDOW MAX. CLEAR SILL HEIGHT 44"A.F.F. MIN. CLEAR WIDTH 20". MIN. CLEAR HEIGHT 24". MIN. NET CLEAR OPENING 5.0 SF FOR GROUND FLOOR, 5.7 SF OTHER FLOORS. REFER TO CRC SECTION R310. DOOR GENERAL NOTES: 2. PROVIDE TEMPERED GLAZING SYMBOL SIZE TYPE HDR. HEIGHTA.F.F. NOTES 1 . CONTRACTOR TO VERIFY ROUGH OPENING SIZE WITH DOOR AND WINDOW MANUFACTURER SPECIFICATIONS PRIOR TO CONSTRUCTION A�� 6'-0" X 4'-0" SLIDER 6'-8" �t� 2. ALL GLAZING IN DOORS TO BE TEMPERED AND DUAL GLAZED 3. ALL WINDOW GLAZING TO BE DOUBLE PANE UNLESS OTHERWISE NOTED �� OB 6'-0" X 8'-0" FIXED 10'-7" ARCHED � 1'-6" X 8'-0" FIXED 10'-7" ARCHED � NEW BATHROOM SINKAND VANITY MAX. FLOW RATE @ 20% REDUCTION � � 6'-0" X 4'-3" FIXED 12'-2" ARCHED SYMBOL SIZE TYPE CONSTRUCTION NOTES � NEW TOILET MAX. FLOW RATE @ 20% REDUCTION PROVIDE MIN. 24" CLEAR AT FRONT OF FIXTURE 30" MIN. CLEAR WIDTH Los Ange�es.san Jose. � 4'-0" X 1'-6" SLIDER 6'-8" 1� 2'-8" x 6'-8" PANEL H.C. INTERIOR 3� NEW TILE SHOWER MAX. FLOW RATE @ 20% REDUCTION O 2'-0" X 3'-0" SINGLE HUNG 6'-8" OPAQUE 2� 6'-0" X 6'-8" SLIDER MIRROR CLOSET DOOR � NEW 24"X18" UNDERFLOOR ACCESS (CONTRACTOR TO VERIFY EXACT LOCATION) 5� NEW CONCRETE SLAB SD 1. SMOKE DETECTOR/ CARBON MONOXIDE ALARMS: � 4'-0" X 4'-0" SLIDER 6'-8" �$� 3� 8'-0" X 6'-8" SLIDER MIRROR CLOSET DOOR 6� 22 X30 ATTIC ACCESS HARD WIRED W/ BATTERY BACK-UP AT NEW AREA. BATTERY 7Q NEW DROP DOWN SOFFIT OPERATED AT EXISTING AREA O 3'-0" X 1'-6" FIXED VARIES � 2'-4" X 6'-8" PANEL H.C. INTERIOR � NEW SKYLIGHT 2. NEW SHOWER TO HAVE NON-ABSORBENT WALL MATERIAL+ 70" � 4'-0" X 8'-0" FIXED 15'-7" ARCHED � 3'-0" X 6'-8" PANEL S.C. EXTERIOR ABOVE DRAIN & TO HAVE SHATTER RESISTANT GLASS ENCLOSURE O 3'-0" X 3'-0" SLIDER 6'-8" 3. ALL NEW WINDOWS SHALL VINYL WINDOW SCHEDULE DOOR SCHEDULE REFERENCE NOTES GENERAL NOTES CLIENT 7595 ERIN WAY 3 CUPERTINO, CA 95014 A5. 30'-6" 3 1 I 9-099 �9- I o9) � ^9-�99 4 �� L 1 �9-�99 �9-�9➢ �9-�99 �9-�99 g9 _ � 99 g,_2,9 � 59 _ � 1 ,9 � ° 8 8 '�` SOFFIT ABOVE _ _ _ _ _ _ SOFFIT ABOVE — /\ � 1\ I — — � o P U P" _;� j �-� I I 3 - 7 7 � (N) BATH 7 I � F 2 � 9 6 n g 6 I �O I — — � ,`� � �2� f ° / (N) BATH � 10 I 5 � I c�ii , 5 w I i� ��w n � — 11 I 4 (N DECK o � (E) BEDROOM � � �� 4 > � (E) FAMILY I > �� N) � 12 3 � U �, � STO. 3 m j ROOM � m � �O LINEN 13 � � w � � '' 2 � I I � � � � ,� - � � I � � , � F z 14 n � � � `� i � 0 ��OO LINE OF SECOND I O � i� -J o 2� � 15 c� SD 4 � I FLOOR ABOVE I � � � 1 0° I I I � � � z ''-- e I I 6 — 1 0 I � (8� cx� E CLOSET � � � 2 / - � '°` I O �E) CL�OSET LINEN SD � SOFFITABOVE � OFFITABOVE Q , , �' � � A5� �i � � � � � A5�0 � �> �>, H � 6 SD 7 Z Z � � 1 ��--� — — I �_ � �❑2 � H o � � � o � ❑ w � � j � � � � $ � J � W z H I � � � � � z E) KITCHE � � � � I (E) DINING I � � � (N) BEDROOM (N) BEDROOM � � (E) BEDROQM m ~ �' � � °� �I � u� �O G 6 �� H � DO w r � 1 9 � �,� ��, 2 F o aaoo � 2 � r �, � 2 �� 4 � v «� c� A5e A5�0 � � E ? A � A 3 �8 �--"'� 5 r (;��n\ � �� I �/ 9 O 9y �J y- I I � I�_\U I � _/ V 1 �l 9 L 9 y L �l y � L 9 I I y � � PRINT RECORD: REV DESCRIPTION DATE 5 0 9 �99 �� c=; - �" 1 A5.0 � � (N) LIVING ROOM g N . . _ „ _ . , „ „ _ „ _ „ _ „ _ „ � �H;' � � " - 2 PROPOSED SECOND FLOOR � � � � SCALE: 1/4" = 1'-0" � � �H� (E) GARAGE n --� �� (p� _ _ _ , n , C� g ,C� �s;� �V �V - — � �� SITTING AREA : � �� PROJECT NUMBER: 7 S 7 S E R I N W A Y, 1 � � o s�A�E CUPERTIN❑ CA 95014 (N) P RCH �, „ I AS SHOWN � DATE: DRAWN BY: AA �I SHEET TITLE: �r�� n � � WALL LEGEND -'�� : � � '�� PROPOSED PLAN 9 ^ 99-� 9 �9 O 9➢ ^ ➢-� 9 ^ ➢ ^ ^ 9➢ 1 - `� SHEET NUMBER: NEW 2"x4" @ 16" O.C. 2 6➢ �➢9 � � 9 O➢➢ �9 O 9➢ '- -_� EXISTING TO REMAIN 2 � � ��➢ � 1 PROPOSED FIRST FLOOR � � EXISTING TO BE REMOVED A5.0 SCALE: 1/4° _ ��-o° ■ ROOF NOTES: (RN) 1 TYPICAL NEW ROOF SLOPES 4:12 2ALL ROOF OVERHANGS TO BE 12"-TYPICAL ROOF SHEATHING PER 3 (D.S.) INDICATES 2"X3" DOWNSPOUTS-TYP. STRUCTURAL INDICATES DIRECTION OF ROOF SLOPE 4 COMPOSITION SHINGLES MATCH (E) HOUSE ASPHALT COMPOSITION FOUNDATION VENT NOTES: ATTIC VENT NOTES: SHINGLE ROOFING� ATTICAREATO BE VENTILATED 1347 SQ.FTTOTAL NETAREAOF VENTILATION TO BE MATCH EXISTING D 1 . DO NOT BLOCK (E) FOUNDATION VENTS PROVIDED -ROOF VALLEY FLASHING SHALL BE PROVIDED OF NOT LESS THAN NO. 28 GALVANIZED 2. LOCATE AT LEAST ONE VENT WITHIN 3' OF BUILDING CORNER FIRST FLOOR: 150 =2.39 SQFT (344 SQ.IN.) 4 PROVIDED SHEET GAUGE CORROSION-RESISTANT METALAND SHALL EXTEND AT LEAST 8 INCHES (6)- 1 6d'S 8d NAILS @ 6" O�C �C� 3. VENTILATION OPENINGS SHALL BE COVERED FOR THEIR HEIGHTAND WIDTH WITH SECOND FLOOR: 150 =4.9 SQFT (706 SQ.IN.) 8 PROVIDED FROM THE CENTER LINE EACH WAY. \ � � ROOF UNDERLAYMENT � ANY OF THE FOLLOWING MATERIALS PROVIDED THAT THE LEAST DIMENSION OF � THE COVERING SHALL NOT EXCEED 4 INCH: 1. VENTILATION OPENINGS HAVING A LEAST DIMENSION LARGER THAN 4" INCH SHALL SECTIONS OF FLASHING SHALL EXTEND AT LEAST 8 INCHES FROM THE CENTERLINE � 2x SHAPED BLKG. EACH WAY � � �os Angeles.San Jose. BE PROVIDED WITH CORROSION RESISTANT WIRE CLOTH SCREENING, HARDWARE \ RAIN GUTTER B. EX ANDED SDHEET MEMAL PLATES NOTOLESS THAN 0 047� NCH TH CKCK CLOTH, OR SIMILAR1MATERIAL WITH OPENINGS HAVING A LEAST DIMENSION OF 16" SECTIONS OF FLASHING SHALL HAVE AND END LAP OF NOT LESS THAN 4". � � MATCH (E) C. CAST IRON GRILL OR GRATING INCH MINIMUM AND 4 INCH MAXIMUM. ALTERNATIVELY, THE VALLEY SHALL CONSIST OF WOVEN ASPHALT SHINGLES APPLIED D. EXTRUDED LOAD BEARING BRICK VENTS 2. AT LEAST 50 PERCENTAND NOT MORE THAN 80 PERCENT OF THE REQUIRED IN ACCORDANCE WITH MANUFACTURE'S PRINTED INSTRUCTION. (SECTION 150 B UBC) INSULATION E. HARDWARE CLOTH OF 0.035 INCH WIRE OR HEAVIER VENTILATING AREA IS PROVIDED BY VENTILATORS LOCATED IN THE UPPER F. CORROSION RESISTANT WIRE MESH, WITH THE LEAST DIMENSION BEING $ INCH PORTION OF THE SPACE TO BE VENTILATEDAT LEAST 3 FEETABOVE THE EAVE OR _PROVIDE TWO LAYERS OF GRADE D PAPER BETWEEN PLYWOOD SHEAR PANELAND CEILING JOISTS 2X ROOF RAFTER THICK CORNICE VENTS WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED EXTERIOR LATH.(2506.4 UBC) PER STRUCTURAL BY EAVE OR CORNICE VENTS. "A35" @ 1 6" 0/C gd NAI�S @ 6" 0/C UNDERFLOOR VENT CALCULATIONS ATTIC VENT CALCULATIONS GENERAL NOTES TOP PLATES WALL SHEATHING PER STRUCTURAL CLIENT: NEW EXTERIOR PLASTER AND 7595 ERIN WAY LATH OVER (2) LAYERS GRADE CUPERTINO, CA 95014 "D" BUILDING PAPER/ MATCH EXISTING 3 EAVE SCALE: N.T.S. ROOF PLAN NOTES: (N) FASCIA STYLE RAIN GUTTERS 1 . PROVIDE NEW ASPHALT COMPOSITION SHINGLE ROOFING OVER UNDERLAYMENTATALL NEW ROOFAREAS _ _ _ _ _ � _ _ _ 2. EXISTING ROOF SLOPE ±3:12 / CONTRACTOR TO VERIFY ROOF SLOPE IN o FIELD PRIOR TO CONSTRUCTION. NEW ROOF SLOPE SHALL BE ±4:12 J C/� I� � I Q I � I I � I I VAULTED CLG. � I I I S COND TO CLEAR WINDOW � � � I I STORY � I � N FASCIASTYLE RAIN I � (N) F A S C I A S T Y L E R A I N � ;�/ O GUTTERS I GUTTERS CLG. OF � EXTERIOR ENTRY � � (N) FASCIA STYLE RAIN U Q I � GUTTERS I CLG. OF CLG. OF � " LIVING ROOM LIVING ROOM � 0 I I I ROOFSLOPE BEYOND Z I I ROOF SLOPE ROOF SLOPE I � Z — ROOF SLOPE � � I �/ � � � DOOR HEADER� � � I I � I EXISTING I PER STRUCTURAL w I I FIRST � � I (N) FASCIASTYLE RAIN STORY � ;" � � � % � GUTTERS o � tiU I I � I � I I w I � I � I � I _ o J I � I I � o I I � I I 3 SECTION (N) FASCIASTYLE RAIN SCALE: 1/4° _ ��-o° GUTTERS — — — — — — — — — — — — — — — — — — — — I �N�COMP. ROOF SHINGLES OV R�r��\��CTP�G��-S� PRINT RECORD: Ia4 REV DESCRIPTION DATE (N)CRICKET �ROOF SLOPE ROOF SLOPE � I (N) FASCIASTYLE RAIN ` � � GUTTERS � I � o I � (N) FASCIASTYLE RAIN I � GUTTERS 2"x RDG. BRD. PER (N) FASCIASTYLE RAIN o ROOF SLOPE ROOF SLOPE I STRUCTURAL GUTTERS � � � � � (N)COMP. ROOF SHINGLES � I OVER 1/2 CDX PLYW. CLASS-B 4 w ' I I o 2"x R.R. PER ; I 12 STRUCTURAL I v 2"x RDG. BRD. PER o � STRUCTURAL (N)COMP ROOF SHINGLES ; � I „ 2"x CLG. JOIST 12 12 OVER 1/2' CDX PLYW. CLASS-B o _ _ _ _ (2)2 x TOP PLATE PER STRUCTURAL (N)CRICKET � 2"x R. . � o I� _ _ j, w I PROJECT NUMBER: 7 S 7 S E R I N W A Y, 0 2"x CLG. JOIST CUPERTIN❑ CA 95014 �ROOF SLOPE ROOF SLOPE ; I PER STRUCTURAL SCALE: � o AS SHOWN � I DATE: DRAWN BY: �,., (N)2"x4" STUDS @ AA O I 16��OC SHEETTITLE: J (!� � (N) EXTERNAL STUCCO R O F P LAN 0 o — — — — — — — — — � (N)WEEP SCREW�, SECTION .__ - SHEET NUMBER: GUTTERS SILL & � ' (N) FTN'G • • • ANCHOR BOLT PER STRUCTURAL (E) FTN'G ' (E) FTN G 1 ROOF PLAN REBAR TOP & � SECTION ' SCALE: 1/4" = 1'-0" BOTTOM SCALE: 1/4" = 1'-0" � — — — — — — — — — — — — — — — — — — � TOP OF ROOF ( 1 0 0 I NEW ASPHALT COMPOSITION SHINGLE �� 0N1� �� °0� � �� ' '� � ROOFING/ MATCH NEW ASPHALT COMPOSITION SHINGLE EXISTING ROOFING/ MATCH I I �`� EXISTING 1 P I � J � � - - - - - - - - - - - - - � O O O �_- TOP OF NEW ROOF � � P 16'-0" m - � � - � AREAOFADDITION � � � � �� Los Angeles.San Jose. 5 N NEW STUCCO FINISH ` I � I TO MATCH EXISTING + I �� I SECOND FIN. F�OOR � EXISTING CEI�ING "'� � I � J _ _ _ _ _ _ _ _ _ _ _ - — — — — — — — — — — — — — — — � — — — — — � I CLIENT: I 7595 ERIN WAY � I CUPERTINO, CA 95014 I� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � AREA OF ADDITION ` NEW ASPHALT uviNc RooM �iN F�oor� COMPOSITION SHINGLE NATURA� �RAOE ROOFING/ MATCH EXISTING Tor� o� �ooF ,� � — — — — — — — — — — — — — — — — — — — � EAST ELEVATION � � 4 SCALE: 1/4" = 1'-0" +I _ � � � � � � =COND F�OOR CEILING � � NEW STUCCO FINISH � _ � � TO MATCH EXISTING � � w o O o = �� n � . O n� Q �� U . Q SECOND FIN. F�OOR �� AREA OF ADDITION Ex�sT�� E�� 0 � Z Z - - - - - - - - - - - - - �--� - - - - - - � - - - - - - - - - - - - - - - - - � � � — � � � TOP oF RooF NEW ASPHALT � � � � � � � � � � 0 ' � a � W COMPOSITION _ _ � � O W � � SHINGLE ROOFING/ � � �� MATCH EXISTING w � � � � � � L/ � � � � � � � I� U SECOND F�OOR CEI�IN _ � I � �� e � I �XISTING FIN FLOOR _ � �� z I NEW STUCCO FINISH � TO MATCH EXISTING NATURA� �RAOE � NEW ASPHALT COMPOSITION n - � +i P � SHINGLE ROOFING/ MATCH EXISTING TOP OF NEW ROOF � — O O i � _ _ _ _ _ _ _ _ _ _ _ _ _ Q o _ _ _ _ _ — � NEW ASPHALT �6'-0" `r o � OO � OO n I �G � COMPOSITION SHINGLE NEW ASPHALT > � � � ROOFING/ MATCH COMPOSITION SHINGLE NORTH ELEVATION � P � EXISTING ROOFING/ MATCH � sCALE: 1/4° _ ��-o° �� AREA OF ADDITION EXISTING n � : � � � n � ---------- SECOND �IN. �LOOR N — — — — — — — — — — — — — — — — — — — — PRINTRECORD: + N --� � � _ — — — — — — — — — — — — — — ---- � EXISTING CEI�ING � � � � � ARCHITECTURAL �+ � \ � � ELEMENT , � - - - � � O O `� ,,, - - - - - - - - - O � � 0 0 +� � � I � ��cor�i� �i oo� cFii ir�c � I � N �, I ,.. I � , NEW STUCCO FINISH � � � � �' � � � i� I � TO MATCH EXISTING z � ExisTiNc �iN F�ooR + � � E +i � � � 0 � � � � � m 16'P �OF NEW ROOF � NATURAL GRADE -� � � � � � � , � � Q � ! � � � � — — — — — — — — — — — — — 7 N �� 2 WEST ELEVATION � NEw sTucco FiNisH , � ' ��, � � , � � � � o SCALE: 1/4° _ ��-o° TO MATCH EXISTING � ^ � � � � � � � +i � � � SECOND FIN. F�OOR � � � II � \ � PROJECT NUMBER: / — � \ 11 �xisiiN� c�iuN� 7595 ERIN WAY, �p � � — — — — — — — CUPERTIN❑ CA 95014 I SCALE: I AS SHOWN DATE: DRAWN BY: NEW ASPHALT COMPOSITION o I � � 0 0 ' AA SHINGLE ROOFING/ MATCH o � I � � � � � � � � o SHEET TITLE: EXISTING I O O O O I � � � � � � � � � � � � � � , OO OO � ELEVATIONS � I � ' � � � � � � � � � ❑❑ ❑❑ � � � � � � � � �IVING ROOM �IN ��OOf sHEETrvuMBER: \ / — — — — — — — — — — — — � ■ NEW STUCCO FINISH — � SOUTH ELEVATION TO MATCH EXISTING SCALE: 1/4�� _ ��-o�� •ti1 ��,.�......v.S., r•��• ._,� Rr.7,. rr.,w.:-r� .f. ;.Ta.r ik �`+�•�•s '�-L ..r :r :7 f;:ij. ,.� .�;.v.. .;7'.. :a:r_.. ,.�� :4� :S .t✓�}} �r �}' S "6�' ..ve� ',f„,'kr " :.Y � " Y^C � Y,,. l Fi t Y.- 1. �'9 r a}� ^r � r f 1 3�'�' c5;. ?� i17:'� _r r.0 • �" ] s,.' v`�. r n .s �. .� .+,* � t.,.�,= '�ct .J c;,:s`•1":'ti ��s•r� �r y" � � 'a�- �� .� `S'y � .w. 7[+ ti- -a +f!' �''� 'yJ.r�Lr s '["�� .�'� - .*�.''. nr ��- ��'-. ..t �• -:f��. t ., w��1�� r��' � f+{�..r ��,r L' `�� - � '�' � i " ,7t ,� ,�, ,�w„.•'. 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