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Home My WebLink AboutRM-2025-022 - A-1 Site Plan, Roof Plan(E) GARAGE (E) RESIDENCE NOVEMBER DRIVE NORTH SETBACK LINE 20 ' - 0 " 10'-0" SETBACK LINE 20'-0" 9'-4" SE T B A C K L I N E 23 ' - 1 " 9'-4" (E) DECK 38 ' - 1 " 5'-0" (N) ADDITION 10'-0" 15'-0" 15 ' - 1 0 " (N) ADDITION N.0°06'05"W 57.07' N. 7 1 ° 0 1 ' 0 0 " E . 1 0 9 . 9 0 ' N.18°59'00"W. 54.00' N. 7 1 ° 0 1 ' 0 0 " E . 1 2 8 . 3 7 ' 5'-0" 5' W.C.E. EASEMENT 10' P.S.E EASEMENT 4'-0" 4' P . S . E . E A S E M E N T 21 ' - 9 " (E) GAS METER (E) FENCE AND GATE PROPERTY LINE (E) CONC. DRIVEWAY (E) CONC. SIDEWALK (E) CONC. WALK COVERED CONC. PORCH (E) POWER POLE RELOCATED ELEC. PANEL AND METER (E) OVERHEAD POWER LINE EXISTING 30" DIA. CAMPHOR STREET TREE TO REMAIN EXISTING 11" DIA. JAPANESE MAPLE TREE TO REMAIN 10'-0" (E) DECK STEP NEW WALL MOUNTED LIGHT FIXTURE, REFER TO DETAIL 1/A-7. NEW SOFFIT MOUNTED LIGHT FIXTURES, REFER TO 2/A-7. NEW WALL MOUNTED LIGHT FIXTURE, REFER TO DETAIL 1/A-7. NOTE: SITE PLAN IS PREPARED BASED ON BOUNDARY SURVEY PREPARED BY THE PROJECT'S LICENSED SURVEYOR. DOWNSPOUT AND CONCRETE SPLASH BLOCK, TYP. DS DS DS DS DS DS DS (E) DIRECTION OF DRAINAGE, (5% MIN.), TYP. CONTRACTOR SHALL PROTECT EXISTING TREE AND TREE ROOTS FROM ANY DAMAGE. TREE PROTECTION SHALL BE INSTALLED PER CITY DETAIL 6-4. ROOF EAVES (SHOWN DASHED), TYP. NEW AC CONDENSER 17'-6" (E) UNDERGROUND GAS LINE EXISTING UNDERGOUND SANITARY SEWER LINE, FIELD VERIFY (E) LOCATION, ASSUME 9'-8" +/- FROM PROPERTY LINE(E) UNDERGROUND WATER LINE NEW 4" DIA. PROPERTY LINE CLEANOUT PER DISTRICT STANDARDS, SEE DETAIL 3/ A-7. 4' - 0 " EXISTING 3" DIA. ORANGE FRUIT TREES TO REMAIN 15'-0" 20'-6" EXISTING 6" DIA. LOQUAT TREE TO REMAIN EXISTING 3" DIA. PERSIMMON TREE TO REMAIN RIDGE 4: 1 2 4: 1 2 RI D G E 4:12 4:12 RIDGE 4: 1 2 4: 1 2 RI D G E 4:124:12 ARROWS INDICATE DIRECTION OF ROOF SLOPE (4:12 SLOPE) NEW ROOF AREA (SHOWN SHADED) EXISTING ROOF AREA EXTERIOR WALL LINE SHOWN DASHED (N) ROOF CRICKET RI D G E 4:12 4:12 NEW ROOF AREA (SHOWN SHADED) ARROWS INDICATE DIRECTION OF ROOF SLOPE (4:12 SLOPE) REMOVE EXISTING TILE ROOFING AND REPLACE WITH NEW COMPOSITION SHINGLE ROOFING (CLASS "A") 1'-6"1'-6" 1' - 0 " 1'-0" 1' - 6 " 1'-6"1' - 0 " RIDGE VENT, 10 LF TOTAL, REFER TO ATTIC CALCS RIDGE RI D G E 4:12 4:12 4: 1 2 4: 1 2 EXISTING ROOF AREA EXTERIOR WALL LINE SHOWN DASHED DEMO (E) FIREPLACE CHIMNEY REMOVE EXISTING TILE ROOFING AND REPLACE WITH NEW COMPOSITION SHINGLE ROOFING (CLASS "A") 50 ' - 2 " 68 ' - 1 " 17'-0" 19'-0"12'-11"7'-5" 22 ' - 3 " 5' - 8 " 22'-4" FLOOR AREA (SHOWN SHADED) FLOOR AREA TABLE (E) HOUSE AREA: 1,117 SF NEW ADDITION AREA: 677 SF GARAGE AREA: 442 SF COVERED PORCH AREA: 69 SF TOTAL = 2,305 SF 1' - 4 " (E) GARAGE NOVEMBER DRIVE NORTH (N) ADDITION N.18°59'00"W. 54.00' PROPERTY LINE (E) CONC. DRIVEWAY (E) CONC. SIDEWALK (E) CONC. WALK COVERED CONC. PORCH IMPERVIOUS PAVING AREA (SHOWN SHADED): 340 SF FRONT YARD AREA (SHOWN DASHED): 1,080 SF 20 ' - 0 " A-1SHEET NO.: SITE PLAN 1/8"1 DATE: REVISIONS: SHEET NAME: SITE PLAN ; ROOF PLANS ROOF PLAN 1/8"2EXISTING ROOF PLAN 1/8"3 A RESIDENTIAL ADDITION FOR: ZHANG RESIDENCE 1038 NOVEMBER DR. CUPERTINO CA. 95014 (408) 660- 6908 ATTIC VENTILATION CALCS : ATTIC AREA : 677 SF VENT AREA REQUIRED : 677 /150 x 144 = 650 SQ. IN. VENT AREA PROVIDED : 732 SQ. IN. EAVE VENTS : (7) 14.25" x 3.5" 26 GA GALV. VENTS AT 36 SQ. IN. PER VENT = 252 SQ. IN. GABLE WALL VENTS : (2) 14" x 20" VENTS (140 SQ. IN. PER VENT) = 280 SQ. IN. RIDGE VENT ("COR-A-VENT" V-600) 10 LIN. FT. 20 SQ. IN PER LIN. FT. = 200 SQ. IN. EAVE VENTS DISPLACED BY NEW ADDITION: 5 TOTAL EAVE VENTS TO BE ADDED TO HOUSE ROOF: 5 UNDER FLOOR VENTILATION CALCS : NEW UNDERFLOOR AREA : 677 SF VENT AREA REQUIRED : 677 /150 x 144 = 650 SQ. IN. VENT AREA PROVIDED : 672 SQ. IN. FOUNDATION VENTS : (16) 4" x 16" GALV. VENTS AT 42 SQ. IN. PER VENT = 672 SQ. IN. VENTS DISPLACED BY NEW ADDITION: 5 TOTAL VENTS TO BE ADDED TO HOUSE CRAWL SPACE: 5 SCOPE OF WORK A NEW 677 SF ADDITION CONSISTING OF A NEW LIVING ROOM, MASTER BEDROOM, MASTER BATHROOM AND WALK-IN CLOSET, REMODELED KITCHEN AND NEW COVERED FRONT PORCH. REMOVE AND REPLACE EXISTING ROOFING WITH NEW COMPOSITION SHINGLE ROOFING. APPLICABLE CODES 1. ALL BUILDING CONSTUCTION SHALL CONFORM TO 2022 CALIFORNIA RESIDENTIAL CODE AND 2022 CALIF. BUILDING CODE. 2. ALL MECHANICAL WORK SHALL CONFORM TO 2022 CALIFORNIA MECHANICAL CODE. 3. ALL ELECTRICAL WORK SHALL CONFORM TO 2022 CALIFORNIA ELECTRICAL CODE. 4. ALL PLUMBING WORK SHALL CONFORM TO 2022 CALIFORNIA PLUMBING CODE. 5. ALL WORK SHALL CONFORM TO THE 2022 CALIFORNIA ENERGY CODE. 6. ALL WORK SHALL CONFORM TO THE 2022 CALIFORNIA GREEN BUILDINGS STANDARDS CODE. 7. ALL WORK SHALL CONFORM TO 2022 EXISTING BUILDING CODE. 8. ALL WORK SHALL CONFORM TO THE 2022 CA FIRE CODE. 9. ALL WORK SHALL CONFORM TO THE CUPERTINO MUNICIPAL CODE. PROJECT NOTES 1. ALL NEW WINDOWS AND SLIDING GLASS DOORS TO BE VINYL FRAMED, DOUBLE GLAZED WITH LOW "E" TEMPERED GLASS (PER SECTION R327.8) GLASS TO MEET OR BEAT 0.30 U-FACTOR AND 0.23 SHGC. 2. ALL FINISHES TO BE SELECTED BY OWNER. SHEET INDEX A-1: SITE PLAN; ROOF PLANS A-2: FLOOR PLAN, DEMO FLOOR PLAN A-3: EXTERIOR ELEVATIONS A-4: ELECTRICAL FLOOR PLAN A-5: SECTIONS A-6: SECTIONS A-7: CAL GREEN MANDATORY MEASURES A-8: TITLE 17 STANDARDS, REMODELED AREA T24-1: TITLE 24 COMPLIANCE FORMS T24-2: TITLE 24 COMPLIANCE FORMS S1: FOUNDATION AND FLOOR FRAMING PLAN S2: ROOF AND CEILING FRAMING PLAN SD1: GENERAL NOTES SD2: FOUNDATION DETAILS SD3: TYPICAL FRAMING DETAILS SD4: FRAMING DETAILS C-0: BOUNDARY AND PARTIAL SURVEY BMP: BEST MANAGEMENT PRACTICES PROJECT DATA APN NO.: 362-15-003 ZONE: R-1-6 LOT AREA : 6,433 SF EXISTING HOUSE AREA: 1,117 SF OCCUPANCY GROUP : R-3 / U TYPE OF CONSTRUCTION : V-B NO. OF STORIES: ONE FIRE SPRINKLERS: NO FAR: 2,236 SF (HOUSE, GARAGE) / 6,433 SF ( LOT) = 0.347 LOT COVERAGE (PROPOSED): 2,595 SF (HOUSE, GARAGE, PORCH AND OVERHANG) / 6,433 SF (LOT) = 0.40 LOT COVERAGE (EXISTING): 1,858 SF (HOUSE,GARAGE, PORCH, OVERHANG) / 6,433 SF (LOT) = 0.28 IMPERVIOUS PAVING CALCULATIONS: 340 SF (IMPERVIOUS AREA) / 1,080 SF (FRONT YARD AREA) = 0.31 = 31% EXISTING GARAGE AREA: 442 SF NEW LIVING AREA: 677 SF TOTAL LIVING AREA: 1,794 SF REAR YARD ENCROACHMENT AREA: 41 SF EXISTING REAR YARD AREA: 2,458 SF PROPOSED REAR YARD AREA: 2,067 SF GENERAL NOTES 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS PRIOR TO CONSTRUCTION. 2. ALL FOUNDATION CONCRETE SHALL HAVE AN ULTIMATE COMPRESSIVE STRENGTH OF 2500 PSI IN 28 DAYS. 3. ALL MUDSILLS SHALL BE PRESSURE TREATED DOUGLAS FIR OR REDWOOD. 4. ALL FRAMING LUMBER SHALL BE D.F. NO. 2 OR BETTER UNLESS NOTED ON THE DR. 5. ALL CONNECTIONS SHALL COMPLY WITH FASTENER SCHEDULE TABLE R602.3.(1). 6. MAX. STUD NOTCHING FOR EXTERIOR AND BEARING WALLS IS 25% OF STUD WIDTH. 7. SLIDING GLASS DOORS AND WINDOWS SHALL BE CERTIFIED AND LABELED TO MEET AIR INFILATRATION STANDARDS. 8. ALL DOORS AND WINDOWS SHALL BE WEATHERSTRIPPED; EXTERIOR WALL JOINTS AND PENETRATIONS CAULKED & SEALED. 9. PROVIDE FOUNDATION VENTILATION OF MIN. (1) SQ. FT. PER 150 SQ. FT. UNDER FLOOR AREA PER CRC SECTION R408.2. ONE VENT OPENING SHALL BE WITHIN 3 FEET OF EACH CORNER OF THE BUILDING. (R408.2). 10. PROVIDE ATTIC VENTILATION NOT LESS THAN 1/150 OF THE AREA OF THE ATTIC PER CRC SEC. R806.1 11. PROVIDE INSULATION BLOCKS AT EAVE VENTS. 12. PROVIDE TEMPERED SAFETY GLASS AT ALL EXTERIOR SLIDING GLASS DOORS AND INTERIOR SHOWER ENCLOSURES. 13. PROVIDE CEMENT BOARD BACKING AT TUB AND SHOWER TILE AREAS PER CBC SEC. 2509.2. 14. ALL SKYLIGHTS SHALL BE ICC-ES APPROVED. 15. ALL DETAILS, TRIM & FINISHES ARE TO MATCH EXISTING UNLESS NOTED ON DR. 16. FLOOR AND INTERIOR FINISHES ARE TO BE SELECTED BY OWNER. 17. SMOKE ALARMS IN AREAS OF NEW CONSTRUCTION TO BE 120V WITH BATTERY BACK-UP AND INTERCONNECTED. NEW SMOKE ALARMS IN EXISTING CONSTRUCTION MAY BE SOLELY BATTERY POWERED PER CRC SECTION R314.3 18. EXHAUST FANS AND FAN SYSTEMS SHALL BE PROVIDED WITH BACK DRAFT DAMPERS. 19. SLOPE FINISH GRADING AWAY FROM BUILDING 5% MIN. 20. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF THE SIZE AND LOCATION OF ALL EXISTING UTILITIES ON AND OFF SITE. UTILITY DATA MAY BE INCOMPLETE AND LOCATIONS SHOWN ON PLANS ARE APPROXIAMATE AND ARE FOR GENERAL INFORMATION ONLY. JULY 14,2025 DESIGNED BY: J. OPAROWSKI (408) 513-4657 LOGIC5590@YAHOO.COM COVERED PORCH AREA: 69 SF EXISTING DECK AREA: 296 SF FLOOR AREA DIAGRAM 1/8"5 1 1 9-08-25 PROPERTY OWNER MICHAEL ZHANG 1038 NOVEMBER DR. CUPERTINO CA. 95014 (408) 660- 6908 minhuizhang@gmail.com 1 FRONT YARD IMPERVIOUS DIAGRAM 1/8"4 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 3 2 2 3 2 2 2 2 3 2 2 2 2 2 2 SPECIAL INSPECTIONS 1. THE ENGINEER -OF - RECORD WILL PERFORM THE SPECIAL INSPECTIONS FOR THIS PROJECT. 2 2 11-24-25 3 3 3 2 3 3 3 3 12-15-25