Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Approved Plan Set
J GreenPoint Rated Checklist: DIVERT 50% (BY WEIGHT) OF ALL CONSTRUCTION AND DEMOLITION WASTE. (RECYCLING OR REUSE) " DUCT OPENINGS AND OTHER RELATED AIR DISTRIBUTION COMPONENT OPENINGS SHALL BE COVERED DURING CONSTRUCTION. w INSTALL HIGH -EFFICIENCY IRRIGATION SYSTEM. SYSTEM HAS SMART 3 1 WS S D C ADD 0THE (WEATHER -BASED) CONTROLLER. " HOMEOWNER MANUAL OF GREEN FEATURES/BENEFITS SHALL BE GIVEN TO THE OWNERS AFTER THE CONSTRUCTION IS FINISHED. 20111 JOHN DRIV CUP RTINO, CALIFORNIA 95014 OWNER. GENERAL NOTES Notes: a. "The property owners shall record a covenant on the property for the new front yard tree." DULCE YANG & RICK BREWSTER IT IS THE RESPONSIBILITY OF THE CONTRACTOR AND SUBCONTRACTORS TO CHECK b. "Following the completion of construction, an affidavit from an — 20111 JOHN DRIVE AND VERIFY ALL DIMENSIONS AND CONDITIONS INDICATED ON THESE DRAWINGS ISA-certified arborist shall be provided confirming that the new trees have - p g _ been plantedproperly and according to the plan." — _ p g p 70 90' CUPERTINO, CA 95014 AND MAKE KNOWN ANY DISCREPANCIES PRIOR TO COMMENCING THEIR WORK c. "A Planning Division inspection is required to verify exterior _ TEL: (408) 505— 7268 & 857— 7814 THESE DRAWINGS AREA INTENDED FOR USE IN A NEGOTIATED CONSTRUCTION materials/finishes, trees, landscaping, and Site work." CONTRACT AND, THEREFORE, MAY NOT SPECIFICALLY DETAIL OR SPECIFY MATERIAL — MSNSFAREQUCTUR THIS IT EINALL — _ / — WOOD ARCHITECT. MAKINGSAMPLES AND OROCUTR R D TOHASSISSTTOW ERR OR AGENLL MATERIAL SELECTIONS. FOR THE PURPOSE OF ESTIMATING, THE CONTRACTORS _ _ — _ PENCE LHC ARCHITECTURAL DESIGN SHALL USE THE MATERIALS SELECTED BY THE OWNER, OR IN ABSENCE OF SAMETION I _ — _ _ N 5 P U.E, — — _ _ 13937 LYNDE AVENUE PHE ALLID NY COST, OS WANCE OG / _ @ — _ _ — -7' SARATOGA, CA 95070 ESTIMATE. MATERIALS ECIFIEDAMOUNT NTH SED DRAWI SHALL BE INCLUDED IN SUCH ESTIMATE _ _ TEL: (408) 483-1965 NO GUARANTEE OF QUALITY OF CONSTRUCTION IS IMPLIED OR INTENDED BY THE ARCHITECTURAL DOCUMENTS, AND THE CONTRACTOR SHALL ASSUME FULL I / — — _ W. C.E. 1 RESPONSIBILITY FOR ANY OR ALL CONSTRUCTION DEFICIENCIES. — — THE GENERAL CONTRACTOR SHALL HOLD HARMLESS, INDEMNIFY AND DEFEND THE DESIGNER FROM ANY ACTION INITIATED BY THE INITIAL OWNER OR ANY PUBLIC WORK NOTES SUBSEQUENT OWNERS FOR CONSTRUCTION DEFICIENCIES, MODIFICATIONS OR SUCH ; / / — _ — — — / _ R) 200A 40�° Q I CONDITIONS WHICH MAY BE BEYOND THE CONTROL OF THE DESIGNER. — _ , — +� PANEL — _ N I 1. APPROVAL OF THESE PLANS DOES NOT RELEASE THE OWNER AND/OR THE CONTRACTOR SHALL REVIEW AND RECORD THE CONDITIONS OF ALL EXISTING SITE IMPROVEMENTS INCLUDING PAVED AREAS. HE SHALL MAKE KNOWN ALL / �F I CONTRACTOR OF THE RESPONSIBILITY FOR THE CORRECTIONS OF MISTAKES, ERRORS, OR OMISSIONS CONTAINED THEREIN. IF DURING THE COURSE OF EXISTING DAMAGED OR DISREPAIRED ITEMS AND CONDITIONS THAT MAY WORSEN DUE TO THE CONSTRUCTION. ALL ITEMS IN GOOD CONDITION SHALL BE MAINTAIN / I / / I I I I CONSTRUCTION IMPROVEMENTS, PUBLIC INTEREST REQUIRES A MODIFICATION IN THEIR PRESENT CONDITION AND ANY REPAIR OR DAMAGE WHICH OCCURS OF/OR A DEPARTURE FROM THE CITY OF CUPERTINO SPECIFICATION OR THESE IMPROVEMENT PLANS, THE CITY ENGINEER SHALL HAVE THE AUTHORITY TO DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. / Z REQUIRE SUCH MODIFICATION OR DEPARTURE AND TO SPECIFY THE MANNER IN / I WHICH THE SAME IS TO BE COMPLETED, AT THE SOLE EXPENSE OF THE OWNER AND/OR CONTRACTOR. CONTRACTOR SHALL THOROUGHLY EXAMINE THE SITE AND SATISFY HIMSELF AS OF THE CONDITIONS UNDER WHICH THE WORK IS TO BE PERFORMED. THE I r I I 0� \/ 2. CONTRACT PUBLIC WORK, 777-3104, FOR DRAINAGE AND FINAL GRADE INSPECTION, CONTRACTOR SHALL VERIFY AT THE SITE ALL MEASUREMENTS AFFECTING HIS ir'' / I L WHICH INCLUDES DRAIN LINES AND ROOF DRAINS /DOWN SPOUTS 3. ALL PUBLIC IMPROVEMENT MUST BE COMPLETED PRIOR TO OCCUPANCY. WORK AND SHALL BE RESPONSIBLE FOR THE CORRECTNESS OF SAME. NO EXTRA COMPENSATION WILL BE ALLOWED TO THE CONTRACTOR FOR THE o 9'"6 J � I 4. CONTRACTOR IS RESPONSIBLE FOR DUST CONTROL AND ENSURING THE AREA ADJACENT TO THE WORK IS LEFT IN A CLEAN CONDITION. EXPENSES DUE TO HIS NEGLECT TO EXAMINE OR FAILURE TO DISCOVER CONDITIONS WHICH MAY AFFECT HIS WORK. OpC�c I SIpE� / SETg�RD / EXISTING ON> � I I S5, 5. CONTRACTOR SHALL REVIEW STD. DETAIL 6-4 ON TREE PROTECTION PRIOR TO ALL NEW INTERIOR PAINT COLOR, FLOOR, WALLS AND CEILING FINISHES SHALL BE I 1ST FL. LIVING; I I ACCOMPLISHING ANY WORK OR REMOVING ANY TREES. 6. UTILIZE BEST MANAGEMENT PRACTICES (BMP'S), AS REQUIRED BY THE STATE SELECTED BY OWNER AT THE TIME WHEN IT IS NECESSARY FOR THE COMPLETION I ,/ I f0 REMAIN I I WATER RESOURCES CONTROL BOARD, FOR ANY ACTIVITY, WHICH DISTURBS SOIL. OF THE PROJECT. I z / I 7. A WORK SCHEDULE OF GRADING AND EROSION & SEDMIMENT CONTROL PLAN I SHALL BE PROVIDED TO THE CITY ENGINEER BY AUGUST 15. NO HILLSIDE GRADING ALL PUBLIC IMPROVEMENTS SHALL BE MADE IN ACCORDANCE WITH THE LATEST I SHALL BE PERFORMED BETWEEN OCTOBER 1 TO APRIL 15. ADOPTED CITY STANDARDS. THE STORING OF GOODS AND MATERIALS ON ' p 8. ALL NEW ELECTRICAL SERVICE (POWER, PHONE, AND/OR CABLE) SHALL BE UNDERGROUNDED. SIDEWALK AND/OR STREET WALL NOT BE ALLOWED UNLESS THE CONTRACTOR HAS APPLIED AND SECURED A SPECIAL PERMIT WHICH ALLOW SUCH STORAGE TO BE / 30 / I l / I 5'_E, r p I �D YAR o 9. ALL DOWNSPOUTS TO BE RELEASED TO THE GROUND SERFACE, DIRECTED AWAY FROM BUILDING FOUNDATION AND DIRECTED TO LANDSCAPE AREAS. PLACED. I I I / EXIST- NGx ...::.:::.:' 0,40< o .2ND.F ..LIVINGx ...... ��_ I 10. ALL DOWNSPOUTS TO BE RELEASED TO THE GROUND SURFACE, DIRECTED AWAY FROM BUILDING FOUNDATIONS AND DIRECTED TO LANDSCAPED AREAS. / W �.... . I 12. PRIOR TO BEGINNING ANY WORK WITHIN THE PUBLIC RIGHT OF WAY, THE CONTRACTOR WILL BE RESPONSIBLE FOR PULLING AN ENCROACHMENT PERMIT I / / I . E I I I , I U FROM THE PUBLIC WORKS DEPARTMENT. .....C� I SCOPE OF WORK 6� saT� I I o I THIS PROJECT IS TO ADD TWO BEDROOMS & AN ENTERTAINMENT I — — iV177V I' ' ' ' I 2 DRAWING INDEX ROOM AT THE FIRST FLOOR TOWARD REAR & RIGHT SIDE, AND CONVERT THE EXISTING POWDER ROOM TO A FULL BATH; ENLARGE THE MASTER BEDROOM TOWARD REAR WITH A WALK-IN CLOSET AT - - _ _ - _ 0 I ETER I THE 2ND FLOOR AND REMODEL THE MASTER BATH. I to ...� ................. . ARCHITECTURAL _ 1 1 I A-0 TITLE SHEET / SITE PLAN 15"0 TREE _ _ A=ROOF PLAN / DEMOLITION PLAN E PROJECT OJ CT DATA � I _ - I "°� A 2.1 PROPOSED FLOOR PLANS A-2.2 PROPOSED UTILITY PLANS I Q 1 J A-2.3 PROPOSED ROOF PLAN / BLOCK OUT CALCULATION ZONING DESIGNATION: R1-7.5 ) NDSCgPE A-3.1 PROPOSED BUILDING ELEVATIONS __ A-3.2 PROPOSED BUILDING ELEVATIONS A-4 BUILDING SECTIONS EXISTING USE: SINGLE FAMILY RESIDENTIAL cv (E) DRIVEWAY DETAILS J A-5 ARCHITECTURAL PROPOSED USE: SINGLE FAMILY RESIDENTIAL T-24 T-24 ENERGY COMPLIANCE OCCUPANCY GROUP: R3/U STRUCTURAL TYPE OF CONSTRUCTION: V-B u _ _ w GENERAL NOTES & DETAILS SITE AREA: 7500 S.F. 0.1722 ACRE _ I IS-0 S-1 FOUNDATION FRAMING PLAN S-2 UPPER FLOOR & ROOF FRAMING PLAN EXISTING LIVING FLOOR: 2054 S.F. ( 1ST: 1 1 53SF + 2ND: 901 SF ) W/Al _ _ E) C.O. 2 "BOXTR E S-3 LOWER FLOOR & ROOF FRAMING PLAN PROPOSED LIVING FLOOR: 736 S.F. ( 1ST: 551SF + 2ND: 185SF) (E)SID -_ SIDE LK _ SD-1 STRUCTURAL DETAILS AILS TFRAMING URAL TDETAILS TOTAL LIVING AREA: 2790 S.F. 2"� STREET T EE ctor HDFX2 HARDY REMODEL AREA: 500 S.F. Treetra shall protect (E)LANDS I protection eXistirl q►'E --�_ CITY OF CUPERTINO'S BMP PLAN EXISTING GARAGE: 464 S.F.- s If the FUTURE GARAGE EXPANSION: 1'9"X20' 35 S.F. asresPrOJectdamastrgesbernstalledperCtyStandard�omanYdama e as tofconam the Crtys si etail (_ g 4 3289 7500 FLOOR AREA RATIO (FAR): 43.85% ( / ) gutter to remov1pn activities h Walk' drivewa j rasdirecte eandre ' hepropert 'driveway@ LOT COVERAGE: 36.69% ( 2751 .55/7500 ) SEE 2/A-2.3 BUILDING HEIGHT: 23'-3" permit Will also be eq e Public Cc k nsp cg Toid w�kloc bean( gutter @ i `4nand encroachment Cupertino Rodrigues Ave Wilson Park U Shelly Dr La Mar / y � NUMBER OF STORIES: 2 TYP. REMOVE CONCRETE ET o Somerset Dr " Piv Creekside Park PAVING AREA: 1 125 S.F. 15.00% OF TOTAL — PANEL @ LANDSCAPE AREA v ��Qe P v Cheryl Dr D Pacifica Dr �enY 0 \�e�J\e McClellan Rd le Q REAMING (E) LANDSCAPE AREA: 3645 S.F. 48.60% OF TOTAL —— N T a x r m Silverado Ave ° Suisun Dr C4tf Kq` N `W—n o o�aQ e �tie5 Ele Way PROPOSED BLDG. SET BACK: FRONT 20 FT. — — 1 — — — J H — N Erin v o Kinvin Ln ?20111 John Drive G`eel- 3 REDAR 20 FT.5.5 & 9.5 FT. — — D I NO TREE TO BE REMOVED. — B Ol/io9ar c�a a Ra — — De Foe Dr APPLICABLE CODES: 2013 CRC, CBC, CMC, CPC, CFC, CEC, FRONT YARD IMPERVIOUS AREA — — Dumas Dr m s, c HydeMiddleS `ii DDRIVEWAY & CITY OF CUPERTINO ORDINANCES. — — S T y�7 o eopin e<Ra 5 0 Heatherwood Drd O 8 g Y a Q FallenlOafLn clarendonst ro �`¢� Q m v g -\iptoe Ln w a N mJ Z° ,anford PI n U O' McIV%n O 201 3 CALIFORNIA ENERGY STANDARD ASSESSOR PARCEL NUMBER: 369-33-036 SIDEWALK 450SF TOTAL: 450SF — — — — --_ — — — — — — — — Meyerholz SITE PLAN 1/$" 1 LHC L.H.C. Construction 21000-A Big Basin Way Saratoga, CA 95070 (408) 867-9331 E� ARC G�� 1NC y�l C-28947 Q OF CAS �F OWNER: Dulce & Rick Brewster 20111 John Drive Cupertino, CA 95014 (408) 857-7814 f Cr5 Z Z O_ O LO Q LU — z Q otS � Q jr O W WU = LL J OQ z c) V ♦ W r TO pZ W— W NH Ir D U SHEET TITLE. SITE PLAN TITLE SHEET DATE PROJECT NO. Aug. 22, 201G IC -23 SCALE DRAWN AS 5I-IOUJN I -IC SHEET A-0 OF 10 SHEETS J NOTES: PER CALIFORNIA CIVIL CODE ARTICLE 1101.4 AND CALGREEN SECTION 301.1, FOR ALL BUILDING ALTERATIONS OR IMPROVEMENTS TO A SINGLE FAMILY RESIDENTIAL PROPERTY, EXISTING PLUMBING FIXTURES IN THE ENTIRE HOUSE THAT DO NOT MEET COMPLIANT FLOW RATES WILL NEED TO BE UPGRADED. WATER CLOSETS WITH A FLOW RATE IN EXCEED OF 1.6 GPF WILL NEED TO BE REPLACED WITH WATER CLOSETS WITH A MAXIMUM FLOW RATE OF 1.28 GPF. SHOWER HEADS WITH A FLOW RATE GREATER THAN 2.5 GPM WILL NEED TO BE REPLACED WITH A MAXIMUM 2.0 GPM SHOWER HEAD. LAVATORY AND KITCHEN FAUCETS WITH A FLOW RATE GREATER 2.2 GPM WILL NEED TO BE REPLACED WITH A FAUCET WITH MAXIMUM FLOW RATE OF 1.5 GPM (OR 1.8 GPM FOR KITCHEN FAUCETS). DEMOLITION PLAN E--::] 1ST FLOOR PLAN 2N D FLOOR PLAN LEGEND: EXISTING WALLS TO REMAIN EXISTING WALLS TO REMOVED LHC L.H.C. Construction 21000-A Big Basin Way Saratoga, CA 95070 (408) 867-9331 AtY C'F' NC T� �� CIA ' moo* C-28947 10-�, p��Q �F CAL��` OWNER: Dulce & Rick Brewster 20111 John Drive Cupertino, CA 95014 (408) 857-7814 Nt �Z T O ® Z TT� V♦ � Q W Q � Q � Z Q 06 < 00 W W U =LL J OQ z 0 W W Q T r0 O Z W W m D U REVISIONS: SHEET TITLE: ROOF PLAN DEMOLITION PLAN DATE PROJECT NO. .4uce. 22, 2016 1G -2 3 SCALE DRAWN AS SHOUJN HG SHEET A-1 3/1 6" 1 OF 10 SHEETS J GreenPoint Rated Checklist: • LOW-VOC INTERIOR WALL/CEILING PAINTS. (<50 GPL VOCS REGARDLESS OF SHEEN) * USE LOW-VOC COATINGS THAT MEET SCAQMD RULE 1113. • USE LOW-VOC CAULKS, CONSTRUCTION ADHESIVES AND SEALANTS THAT MEET SCAQMD RULE 1168. • REDUCE FORMALDEHYDE IN INTERIOR FINISH - MEET CURRENT CARB AIRBORNE TOXIC CONTROL MEASURE (ATCM) FOR COMPOSITE WOOD FORMALDEHYDE LIMITS BY MANDATORY COMPLIANCE DATES. * ALL CARPET AND 80% OF RESILIENT FLOORING IS LOW EMITTING. * PROTECT ANNULAR SPACES AROUND PIPES, ELECTRIC CABLES, CONDUITS AT EXTERIOR WALLS AGAINST THE PASSAGE OF RODENTS. * PROTECT DOCUMENTATION OF VOC LIMITS AND FINISH MATERIALS. " CHECK MOISTURE CONTENT OF BUILDING MATERIALS USED IN WALL AND FLOOR FRAMING FEFORE ENCLOSURE. * HVAC SYSTEM INSTALLERS MUST BE TRAINED AND CERTIFIED AND SPECIAL INSPECTORS EMPLOYED BY THE j ENFORCING AGENCY MUST BE QUALIFIED. _ * CARPET & CARPET SYSTEMS SHALL BE COMPLIANT WITH VOC LIMITS. (4.504.3) ` cn FLOOR PLAN NOTES 1 TOILET ACCESS AREA SHALL BE 24"(D)X30"(W). WATER CLOSET TO BE 1.28 GALLONS PER FLUSH PER CPC 402.2.2. 2❑. FIRE SEPARATION BETWEEN HOUSE & GARAGE TO BE 1/2" GYP. BD. ON GARAGE SIDE W/ 6d COOLER NAIL AT 7" O.C. 3 TEMPERED GLASS SHOWER ENCLOSURE W/ TOWER BAR. ®18" X 24" CRAWL SPACE ACCESS PANEL PER C.R.C. R408.4.1. 5 22" X 30" ATTIC ACCESS PANEL PER C.R.C. R807. (30"X60" FOR PULL OUT LADDER PER OWNER) ©36"X60" PER -CAST SHWR PAN. TILE TO 72". U.N.O. PROVIDE SOAP DISH. 7 PROVIDE "DUROCK" OR "WONDER BOARD" WALL LINING AROUND SHOWER/BATHTUB AREA. CULTURE MARBLE OR TILE FINISH. ®ALL PLUMBING FIXTURES SHALL BE OF CPC APPROVED PRODUCTS. THE FIXTURE IN SHOWER SHALL HAVE PRESSURE OR THERMOSTATIC MIXING VALVE THAT LIMIT WATER TEMPERATURE TO 120F. 9 RELOCATE (E) 200 AMPS ELECTRICAL PANEL. 10 (E) GAS METER Fl-11 PROVIDE 3'X3' MIN. CONC. LANDING AT ALL NEW EXTERIOR DOOR OF 7" HI. STEP PER CBC 1003.5, EXCEPTION 1. Fl-21 LINEN CLOSET, STYLE PER OWNER. 13 72" X 42" OVAL TUB W/ CERAMIC TILE WAINSCOT. PROVIDE MOTOR ACCESS PANEL AT OPTIONAL HYDROMASSAGE BATHTUBS. (VERIFY) 1A A3 1 ST FLOOR PLAN 2ND FLOOR PLAN NOTES: 1. FURNACE COMBUSTION AIR TO COMPLY WITH SEC. 702 CMC. 2. WATER HEATER / FURNACE SHOULD BE STRAPPED & RAISED +18" OFF THE FLOOR PER CPC / CIVIC 3. ALL SHOWER OR TUB GLASS DOOR SHALL BE TEMPERED GLASS. 4. THE SHOWERS AND TUB SHOWER WALLS W A SMOOTH, HARD, NONABSORBENT SURFACE OVER A MOISTUR RESISTANT UNDERLAYMENT TO A HEIGHT OF 72" ABOVE THE DRAIN INLET PER CRC R307.2 & R702.3.8. 5. All habitable rooms receptacle outlets shall be spaced 12' o.c. max., within 6' from the ends of walls, & in any wall space 2' or more wider, per CEC 210.52. 6. All (n) showers & tub/shower combinations shall be provided w/ individual control valves of the thermostatic mixing, pressure balance or combination valve type, per CPC 408.3. GENERAL PLAN NOTES I. ALL INTERIOR DOORS TO BE HOLLOW CORE 1-3k8" THK. U.N.O. (5EE PLAN FOR SIZE) 2. ALL HOUSE TO GARAGE DOORS TO BE 50LID CORE 1-3/$" THK. W/ SELF CL051NG AND TIGHT FITTING. (SEE PLAN FOR SIZE) 3. ALL ENTRY DOORS TO BE SOLID CORE 1-3/4" THICK. (SEE PLAN FOR SIZE) 4. PROVIDE A LANDINGS WITH A MIN. DEPTH 4 WIDTH OF 36" AT ALL EXIT DOOR WHERE THE FIN16H GRADE 15 0/ 1-3/4" BELOW THE FINISH PER 2013 C.B.C. 5. PROVIDE 50UND BATT INSULATION a ALL INTERIOR WALL W/ R-13 MIN. LEGEND EXISTING WALL TO REMAIN AND REPAIR AS REQUIRED. 2X OR 3X WOOD STUDS W/ 1/2" THK. GYP. BD. ON BOTH SIDES ( CDX OR OSB PLYW'D 0/ STUD @ SHEAR WALLS) 2X OR 3X WOOD STUDS W/ 1/2" THK. GYP. BD. INTERIOR SIDE 7/8" CEMENT PLASTER 0/ (2) "D" PAPER BACKED LATH OR WOOD SIDING OVER 15# BLDG. PAPER (PAINTED) OVER CDX OR OSB PLYWOOD (SEE ELEVATIONS FOR EXTERIOR FINISH) 2X OR 3X WOOD STUDS W/ 1/2" THK. GYP. BD. ON LIVING AREA SIDE OF WALLS & 5/8" TYPE 'Y' GYP. BD. ON GARAGE SIDE OF WALLS (CDX OR OSB PLYW'D 0/ STUD @ SHEAR WALLS) WINDOWS All escape or rescue windows shall have a minimum net clear openable area of 5.7 square feet on 2nd floor & 5.0 square feet on 1st floor. The minimum net clear openable height dimension shall be 24". The minimum net clear openable width dimension shall be 20". When windows are provided as a means of escape or rescue they shall have the bottom of the opening no higher than 44 inches above the floor per CRC R310.1. * TYPICAL ALL PLUMBING WALLS BEARING WALLS AND WALL EXCEED 10'-0" HIGH SHALL BE 2X6 STUDS @ 16" O.C. (E) HEATING UNIT SHALL BE CAPABLE OF MAINTAINING A MIN. ROOM TEMPERTURE OF C S° Q A POINT 3' ABOVE THE FLOOR 4 2' FROM THE EXTERIOR WALL. GRG R303.3. LHC L.H.C. Construction 21000-A Big Basin Way Saratoga, CA 95070 (408) 867-9331 QED ARCyi GF. 1NC l l f �C'A C-28947LA 0 Q OF CAL�� OWNER: Dulce & Rick Brewster 20111 John Drive Cupertino, CA 95014 (408) 857-7814 r 0z _ z0 O LO Q �p WQ_ �z 0 Old Q � 00 WW � = J OQ � V ) W T TO O Z W— NH cr mW D U REVISIONS SHEET TITLE. PROPOSED FLOOR PLAN DATE PROJECT NO. Aug. 22, 2016 16 - 23 SCALE DRAWN AS SHOWN HC SHEET PROPOSED FLOOR PLAN A-2.1 OF 10 SHEETS J GreenPoint Rated Checklist: . HIGH EFFICIENCY SHOWERHEADS <- 2.0 GPM AT 80 PSI. (MULTIPLE SHOWERHEADS SHALL NOT EXCEED MAX. FLOW RATES) • HIGH EFFICIENCY BATHROOM FAUCETS <_ 1.5 GPM AT 60 PSI. * HIGH EFFICIENCY KITCHEN AND UTILITY FAUCETS 5 1.8 GPM. . INSTALL ONLY HIGH EFFICIENCY TOILETS. (DUAL -FLUSH OR <- 1.28 GPF) PER CPC 402.2.2. • DESIGN AND INSTALL HVAC SYSTEM TO ACCA MANUAL J, D, AND S RECOMMENDATIONS. . INSTALL ENERGY STAR BATHROOM FANS ON TIMER AND HUMIDISTAT. • INSTALL WHOLE HOUSE FAN. • COMPLIANCE WITH ASHRAE 62.2 MECHANICAL VENTILATION STANDARDS. (AS ADOPTED IN T-24 PART 6) NOTE: " PROVIDE 12' PIPING AND * NO UNDER-F FROM CRAW • OUTDOOR A. FROM U/V DI W THE "F.A.U." HAS A CONT LIGHT PER C EXHAUST, BATHROOM EXHAUST, AND CLOTHES DRYER EXHAUST SHALL BE EQUIPPED WITH BACK -DRAFT DAMPER PER CIVIC 504.1. " TERMINATION OF ALL ENVIRONMENTAL AIR DUCTS SHALL BE A MINIMUM OF 3' FROM ANY OPENINGS INTO THE BUILDING (i.e., BATH FAN, ETC., MUST BE 3' AWAY FROM DOORS, WINDOWS, OPENING SKYLIGHTS OR ATTIC VENTS) CIVIC 504.5. * A DEDICATED 20-AMP CIRCUIT SHALL BE PROVIDED TO SERVE THE REQUIRED BATHROOM OUTLETS. THIS CIRCUIT CANNOT SUPPLY ANY OTHER RECEPTACLES/LIGHT/FAN PER CEC 210.11(C)(3). * LIGHT FIXTURES IN TUB OR SHOWER ENCLOSURES ARE LABELED "SUITABLE FOR DAMP LOCATIONS" PER CEC 410-4(a). " ALL RECESSED LIGHT FIXTURES SHALL BE IC RATED OR FIXTURES NOT IDENTIFIED FOR CONTACT W/ INSULATION SHALL HAVE ALL RECESS PARTS SPACED AT LEAST 1/21, FROM COMBUSTIBLE MATERIAL AND 3" FROM THERMAL INSULATION PER CEC 410-66. " ALL KITCHEN, BATHROOMS, GARAGE, LAUNDRY, & UTILITY ROOM SHALL BE HIGH EFFICACY LUMINAIRES OR CONTROLLED BY AN OCCUPANT SENSOR THAT DOES NOT TURN ON AUTOMATICALLY OR HAVE AN ALWAYS ON OPTION. W ALL OTHER INTERIOR ROOM EXCEPT CLOSETS LESS THAN 70 S.F. SHALL BE HIGH EFFICACY LUMINAIRES OR CONTROLLED BY A MANUAL ON OCCUPANT SENSOR OR DIMMER. • ALL OUTDOOR LIGHTING THAT IS MOUNTED TO THE BUILDING SHALL BE HIGH EFFICACY LUMINAIRES OR CONTROLLED BY PHOTO CONTROL / MOTION SENSOR COMBINATION. W EACH BATHROOM CONTAINING A BATHTUB, SHOWER OR TUB/SHOWER COMBINATION SHALL BE MECHANICALLY VENTILATED (EXHAUST FAN) FOR PURPOSES OF HUMIDITY CONTROL IN ACCORDANCE W/ CIVIC CHAPTER 4, & CGC CHPATER 4, DIVISION 4.5. (R303.3.1) W PROVIDE ARC -FAULT CIRCUIT INTERRUPTER PROTECTION FOR ALL 125V/1 P/15A & 20A RECEPTACLE OUTLETS IN DWELLING UNIT FAMILY ROOMS, DININGS, LIVINGS, PALORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS OR AREA PER CEC 210.12 (B). W ALL 120V/15A & 20A RECEPTACLE OUTLETS SHALL BE LISTED TAMPER -RESISTANT RECEPTACLES. " SINGLE -WALL METAL PIPE SHALL NOT BE USED AS A VENT IN DWELLINGS & RESIDENTIAL OCCUPANCIES PER CIVIC 802.7.4.1. • A MIN. OF (2) 20A SMALL APPLIANCE BRANCH CIRCUITS SHALL BE PROVIDED FOR ALL RECEPTACLE OUTLETS IN THE KITCHEN, DINING ROOM, PANTRY, OR OTHER SIMILAR AREA. (CEC 210.11(C)(1)) • AT LEAST ONE 20A BRANCH CIRCUIT SHALL BE PROVIDED TO SUPPLY LAUNDRY RECEPTACLE OUTLETS. SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS. (CEC 210.11(C)(2)) W ALL RECEPTACLES IN BATHROOMS, GARAGES, ACCESSORY BUILDINGS, OUTDOORS, OUTDOORS, CRAWL SPACES, UNFINISHED BASEMENTS, KITCHENS (WHERE RECEPTACLE RECEPTACLE SERVE COUNTER TOP SURFACES], LAUNDRY, UTILITY, WET BAR SINKS (WITHIN 6' OF THE EDGE IF THE SINK), SHALL HAVE GROUND -FAULT CIRCUIT INTERRUPTER (GFCI) PROTECTION. (CEC 201.8) THE COMPLETED CF-6R-LTG-01 FORM MUST BE PROVIDED TO THE TOWN BUILDING INSPECTOR, PRIOR TO FINAL INSPECTION PER CA ENERGY CODE SEC 150(K). 1ST FLOOR PLAN 2N D FLOOR PLAN LEGEND `Ql CEILING TRACK LIGHT ► TELEPHONE JACK CEILING PENDANT LIGHT DATA JACK WALL MOUNTED INCANDESCENT LT. TV JACK '3 LIGHT SWITCH `- CEILING RECESSED LED LT. 3 WAY LIGHT SWITCH CEILING RECESSED W/P LED LT. H.B. HOSE BIB J TUBE SKYLITE (SIZE PER OWNER) p DIMMER JUNCTION BOX FOR SUSPENDED LT. 0 EXHAUST FAN ® SUPPLY AIR DIFFUSER FLUURESCENT OR LED LT. RETURN AIR DIFFUSER WALL SCONE INCANDESCENT LT. SD 110V HOT WIRE SMOKE DETECTOR DUPLEX 110VAC OUTLET MOTION SENSOR LIGHT 6 DUPLEX 220VAC OUTLET SPEAKER THERMOSTAT TRACK LIGHT MS MOTION SENSOR CD 110V HOT WIRE CARBON MONOXIDE DETECTOR = WALL SCONE FLUORESCENT OR LED LT. DB DOOR BELL LHC L.H.C. Construction 21000-A Big Basin Way Saratoga, CA 95070 (408) 867-9331 SED ARC C-28947 Q OWNER: Dulce & Rick Brewster 20111 John Drive Cupertino, CA 95014 (408) 857-7814 r 0z O � z0 _ Q w Q >z Q °6 Q � 00 LL W WOQ U = J z c) V ♦ W r rO O Z W- NH W U REVISIONS: SHEET TITLE: PROPOSED FLOOR PLAN DATE PROJECT NO. Aug. 22, 2010 10-2e SCALE DRAWN ,45 51-IOLUN 1-IC SHEET A-2.2 PROPOSED FLOOR PLAN OF 10 SHEETS ATTIC VENTILATION (UPPER ROOF) REQUIRED: 177.60 SI 185 SF / 150 = 1.23SF X144 = 177.60 SI 50% TOP = 177.60 X 50% = 88.80 SI 50% BOTTOM = 177.60 X 50% = 88.80 SI PROPOSED: 375.50 SI 50% TOP: GABLE VENT 1 @ 12 X 18 = 216.00 SI 50% BOTTOM: EAVE VENTS 2 9 14.5 X 5.5 = 2 X 79.75 = 159.50 SI ADDITIONAL TO THE EXISTING REQUIRED VENTS ATTIC VENTILATION (LOWER ROOF) REQUIRED: 351.36 SI 366 SF / 150 = 2.44SF X144 = 351.36 SI 50% TOP = 351.36 X 50% = 175.68 SI 50% BOTTOM = 351.36 X 50% = 175.68 SI PROPOSED: 455.25 SI 50% TOP: GABLE VENT 1 @ 12 X 18 = 216.00 SI 50% BOTTOM: EAVE VENTS 3 9 14.5 X 5.5 = 3 X 79.75 = 239.25 SI ADDITIONAL TO THE EXISTING REQUIRED VENTS D.S. D.S. NOTE 1. PROVIDE POSITIVE DRAINAGE TO ROOF DRAINS FROM ALL PARTS OF THE ROOF. 2. D.S. 0- : INDICATES 2" X 3" 26 GA. G.I. DOWNSPOUTS LOCATED AS SHOWN. 3. PROVIDE 5" - 26 GA. G.I. OGEE GUTTER OVER 2 X 8 SPRUCE FASCIA BOARD - TYP. 4. ROOF PITCH TO MATCH EXISTING ROOF (4 : 12) TYP. - U.N.O. 5. ROOF MATERIAL TO MATCH EXISTING ROOF OF SPANISH TILE ROOF OVER (2) 30 # FELT - TYP. 6. PROVIDE NECESSARY FLASHING AT ALL ROOF AND WALL CONNECTIONS AS REQUIRED. 7. PROVIDE 3/4" THICK T&G PLANKS @ ROOF OVERHANG AREA. LHC L.H.C. Construction 21000-A Big Basin Way Saratoga, CA 95070 (408) 867-9331 ARCh'i V� 1NG l l f �Q-A C-28947 Q OWNER: Dulce & Rick Brewster 20111 John Drive Cupertino, CA 95014 (408) 857-7814 ooT v! zO (3) Q W Q �Q -z Q 06 Q 00 zLL �W W = J OQ F-V z �U W �p T TO ®z W - Cn cv H p� W W m � � U REVISIONS: SHEET TITLE: ROOF PLAN DEMOLITION PLAN DATE PROJECT NO. Aug. 22, 201G 16-29 SCALE DRAWN ill"m a a I A-2.3 ROOF PLAN OF 10 SHEETS ELEVATION NOTES: I. GABLE VENT, STYLE PER OWNER. 2.3 COAT STUCCO FINISH. 3. WOOD TRIM im EAVE W/ GUTTER. 4. METAL ROOF, CLASS "A" MIN., COLOER 4 STYLE TO MATCH EXISTING. 5. 6" FORMED STUCCO OR 2X6 WOOD TRIM AROUND WINDOW / DOOR 6. (E) METAL ROOF TO REMAIN -1. WEEP SCREED. A MN. OF 26 GA. CORROSION -RESISTANT WEEP SCREED W/ A MIN. VERTICAL ATTACHMENT FLAGE OF FOUNDATION PLATE LINE ON ALL EXTERIOR STUD WALLS W/ STUCCO. THE SCREED SHALL BE PLACED A MIN. OF 4" ABOVE THE EARTH OR 2" ABOVE PAVED AREAS AND SHALL BE OF A TYPE WHICH WILL ALLOW TRAPPED WATER TO DRAIN TO THE EXTERIOR OF THE BUILDING. ,5'-0"I 2ND FLOOR SETS CK 2ND FLOOR SETS CK 9'-61I / 11 o IST FLOOR SETBACK IST FLOOR SETBACK 12 T.O.P. w w z z (E) (E) 177-7777777777 ® ® ® ®LiLLU LLLLLi LLLLU LLa t_ o ® ® ® 0- a i �;c 2ND FL [DUO, IST FL. it �4 A. PROPOSED FRONT ELEVATION I 15 -m 15 -0 2N FLOOR SETBACK 2N FLOOR SETBACK 5'-6" g1_611 IST FLOOR SETBAC< IST FLOOR SETBACK 5� r.o.P. 3 1 z J z 4 R 2 6 �� o e 5Ll0 ~s i m LULi toILL o m 2ND FL. �B - LIM i I I 0 0 IST L _ • ,ANY PROPOSED CHANGES TO THE APPROVED COLORS, MATERIALS, ,AND EXTERIOR EMBELLISHMENTS SHOWN ON THESE ELEVATION DRAWINGS SHALL BE REVIEWED ,AND APPROVED BY THE CITY OF OF COOPERATION PLANNING DIVISION PRIOR TO INSTALLATION. LHC L.H.C. Construction 21000-A Big Basin Way Saratoga, CA 95070 (408) 867-9331 ARCy C-28947 LN,9��qc: �F CALIF OWNER: Dulce & Rick Brewster 20111 John Drive Cupertino, CA 95014 (408) 857-7814 z O z_ f O `O Q� �p WQ �z p 06 Q a� o WW O = J OQ �V z �V v, W �p T r0 Oz W— W NH m W D V REVISIONS: SHEET TITLE: BUILDING ELEVATIONS DATE PROJECT NO. Aug. 22, 2016 16 -29 SCALE DRAWN AS SHOWN HC SHEET PROPOSED BUILDING ELEVATIONS A-3.1 OF 8 SHEETS J 25'-0" 2ND FLOOR FRONT YARD SETBACK 20'-0" 15T FLOOR FRONT YARD SETBACK ILLM LLLLU TOP w zLU I LU 12 �I I 0 I 0 az m N N 2ND FL_ a I I I II I I I II I I I II 15T FLz 0 I' NATURAL GRADE C. PROPOSED RIGHT ELEVATION TOP 12 0 0 ccl Ell ccl cn dl N N 2ND FL. n a a II II II 1st FL. NATURAL GRADE D. PROPOSED LEFT ELEVATION • ANY PROPOSED CHANGES TO THE APPROVED COLORS, MATERIALS, AND EXTERIOR EMBELLISHMENTS SHOWN ON THESE ELEVATION DRAWINGS SHALL BE REVIEWED AND APPROVED BY THE CITY OF OF COOPERATION PLANNING DIVISION PRIOR TO INSTALLATION. PROPOSED BUILDING ELEVATIONS 1 /4" LHC L.H.C. Construction 21000-A Big Basin Way Saratoga, CA 95070 (408) 867-9331 �5�� ARi v� I l ��A *� o* � C-28947 OF CALF OWNER: Dulce & Rick Brewster 20111 John Drive Cupertino, CA 95014 (408) 857-7814 Cr5 z O_ T O LIDz 0) Q — �p W >a -z 06 Q 00 �w W zLL =J O Q �0 z W 2p T TO Ez W- Cn W NH p� m � w � U REVISIONS SHEET TITLE: BUILDING ELEVATIONS DATE PROJECT NO. Aug. 22, 201( 1(o-29 SCALE DRAWN A5 Sl-IOUJN NC ill"m 0 a I A-3.2 OF 8 SHEETS 2NQ FLOOR SETBACK 'I 2NP FLOOR SETBACK IST FLOOR SETBACK� IST FLOOR SETBACK 'A' TYP. CONC. SHAKE ROOF TILE CLA55 OR 50 YEARS COMPOSITION SHINGLE 2 5 O/ 300 BLDG. PAPER O/ PLYWOOD SHEATHING O/ ROOF RAFTER I I ATTIC I I TYPICAL 2Xa REDWOOD FASCIA BD. T.O.P. TYPICAL 24 GA. GALV. SHEET METAL CUTER AND DOWN SPOUT. l R-30 INSULATION z g ALL ATTIC, TYP. TYPICAL 1/S" CEMENT PLASTER O/ l2) "D" GRADE BLDG. PAPER O/ z PLYWOOD SHEATHING O/ 2X WOOD STUD WALK-IN MASTER ROOM Q- a 2Ng -FL.d/ i(j /� R-13 INSULATION a / \ / PERIMETER WALLS / / TYP. FIRE BLOCKS - STUD /BE ROOM 5 ENT TAIN ENT ROOM \ / \ TYP. FLOOR FINISH / O/ CONCRETE SLAB IST FL. \ / \ NATURAL Gs 41)E NOTE: A. BUILDING CROSS SECTION PROVIDE FIRE BLOCKING ON THE FOLLOWING LOCATIONS PER BOTTOM O �m8. a. CONCEALED SPACES BETWEEN STRINGERS AT THE TOP AND BOTTOM OF THE RUN AND BETWEEN STUDS. b. OPENINGS AROUND VENTS, PIPES, DUCTS, CHIMNEYS, FIREPLACES, AND SIMILAR OPENINGS. 2ND FLOOR FRONT YARD SETBACK 20'-0" IST FLOOR FRONT YARD SETBACK B. BUILDING CROSS SECTION 7 LHC L.H.C. Construction 21000-A Big Basin Way Saratoga, CA 95070 (408) 867-9331 ARCh'i GF. 1NG � C-28947 �F CALIF OWNER: Dulce & Rick Brewster 20111 John Drive Cupertino, CA 95014 (408) 857-7814 Cr5 Z Z O_ T O LO 0) Q �Q W —z Q 06 Q 00 �w W zLL =J O Q �0 C/)z W 2p T r0 ®z W- Cn W NH p� m � w � U REVISIONS SHEET TITLE: BUILDING SECTIONS DATE PROJECT NO. Auce. 22, 201( 10-29 SCALE DRAWN AS, SHOWN HC SHEET PROPOSED BUILDING SECTIONS A-4 OF 8 SHEETS J WINDOW FLASHING SECTION 1402.2 OF THE CODE STATES THAT MFGR. FLAT ROOF TILE -INSTALL PER FGR. RECOMMENDATIONS "EXTERIOR OPENINGS EXPOSED TO THE WEATHER SHALL BE FLASHED IN SUCH A MANNER AS TO MAKE TYP. 7/8" CEMENT PLASTER / THEM WATERPROOF" MIN. 30 ROOF FELT OVER PAPER BACKED LATH 4X OR 6X HEADER (2 PLY GRADE "D" PAPER) MOISTOP TO BE la" WIDE TYPICAL TYPICAL GYP. BD. SEE SEALANT OR MORTAR WALL TYPE DETAILS LINTEL - RAKE TILE TYP. 2X4 WOOD TRIM 2X8 RESAWN 2X FORMED TRIM WINDOW BARGE BD. 2X4 FLATS a 24'' O.C. CAULK BEHIND NAIL FIN ROUGH -IN OPENING RETRUN (2) TRUSS BAYS O E FL PRIOR TO INSTALLING WINDOW 2" CONT. VENT STRIP 2-2X STUDS @ JAMB SILL RESAWN SHT'G TYP. 24 GA. G.S.M. FLASHING ,- - (STARTER BOARD) SEALANT @ ALL EDGES PROVIDE 2X4 CRIPPLERS a 24" O.G. FOR LATH SUPPORT I 2 RAKE ENDS OR GABLE END TRUSS TYP. SLIDING DOOR TYP. 1 3/8" HOLLOW ATTACH SILL STRIP WITH TOP EDGE ATTACH JAMB STRIP WITH SIDE EDGE J-METAL TRIM SEE DOOR SCHEDULE WOOD DOOR OR EQUAL LEVEL WITH ROUGH SILL - EXTEND EVEN WITH ROUGH -JAMB FRAMING BEYOND EDGE OF ROUGH OPENING AT START STRIP 1" BELOW LOWER EDGE LEAST a". SECURE ALL MOIST STOP OF SILL STRIP AND EXTEND 4" ABOVE 2X NAILER (OR EQUAL) WITH GALVANIZED NAILS LOWER EDGE OF LINTEL. CORNER BEAD OR POWER -DRIVEN STAPLES. 3-GOAT STUCCO SYSTEM METAL LATH O/ BLDG. PAPER (S (SIDING AT ALT. CONDITION) TYPICAL GYP. BD. SEE NOTE: LINE -WIRE WHEN USED AS BACKING TO SUPPORT BUILDING PAPER BENEATH WALL TYPE DETAILS WIRE LATH (NETTING) FOR PORTLAND CEMENT PLASTER (STUCCO) SHALL BE INSTALLED AS FOLLOWS: 1. WIRE GAUAGE, SPACING, AND ATTACHMENT SHALL BE IN ACCORDANCE WITH REQUIREMENT OF BUILDING NEWS ITEMS 47-1. 2. PERIPHERALAT ALL EDGES OF WALL OPENINGS MUST COVER RAKE 12 SLIDING DR. HEAD & JAMB 3" 8 INTERIOR DOOR 3„ 4 THE IREBACKINACHIND 3. NO ATTACHMENT DEVICES NOR THE WIRE BACKING SHALL COVER OR TYP. 7/8" CEMENT PLASTER PENETRATE THE FLASHING MATERIAL. 3-COAT STUCCO SYSTEM O/ METAL LATH O/ BLDG. PAPER OVER PAPER BACKED LATH (2 PLY GRADE "D" PAPER) (SIDING AT ALT. CONDITION) LAP BLDG. PAPER 3" O/ C FLASHING 4 WEEP SCREED WEEP SCREED TYP. SLIDING DOOR � SEE DOOR SCHEDULE MI LAP Z-BAR FLASHING 25 GA. GALV. MTL. ROOF TO WALL FLASHING PRIME 4 TYP. 24 GA. G.S.M. FLASHING 6 CAULK BEHIND NAIL FIN _ PRIOR TO INSTALLING WINDOW PAINT TO MATCH ROOFING <gA 30 ROOF FELT LAP UP FACE OF 1X4 TYP. FORMED TRIM - TYP. FORMED TRIM - - 0/ (2) "D" BLDG. PAPER A Z WEATHER BOARD LAP W/ FIELD ROOF FELT 0/ (2) "D" BLDG. PAPER ' SEALANT @ ALL EDGES 3. 4. INSTALL WINDOW JAMB NAILING COMMENCING AT THE BOTTOM (SOLE MFGR. FLAT ROOF TILE TYP. SEALANT TYP. ALUMINUM WINDOW FLANGES OVER A CONTINUOUS BEAD PLATE) OF THE WALL, LAY BUILDING OF SEALANT ON THE MOIST STOP PAPER UNDER SILL STRIP. CONCRETE STEP TYP. 2-2X STUDS (OR EQUAL). INSTALL THE WINDOW HEAD MOIST STOP (OR EQUAL) ON A NOTE: CUT ANY EXCESS BUILDING CONTINUOUS BEAD OF SEALANT PAPER THAT MAY EXTEND ABOVE THE a SLOPE MIN. 1/4":1'-0" @ JAMB APPLIED TO THE WINDOW HEAD NAILING SILL FLANGE LINE ON EACH SIDE OF MIN. 3m * ROOF a AWAY FROM STRUCTURE FLANGE. (SHOWN AS SHORT DASHED LINES). FELT IN FIELD a ° CORNER BEAD DO NOT SLICE BUILDING PAPER HORIZONTALLY SO THAT THE PAPER ROOF SHT'G $ FRAMING PER PLAN TYPICAL GYP. BD. SEE WILL LAP OVER THE JAMB STRIPS. INSTALL SUCCESSIVE LINES OF BUILDING PAPER (B,C,D ETC.) OVER WALL TYPE DETAILS JAMB AND HEAD FLANGES, LAPPING EACH COURSE. THE ABOVE METHOD APPLIES ONLY TO THE MOST COMMONLY USED TYPE OF METAL FRAME (SURFACE MOUNTED). FOR OTHER TYPES OF FRAMES, SPECIAL ATTENTION MUST BE PAID TO THE MANUFACTURERS RECOMMENDATIONS. ROOF TO WALL 1 113 SLIDING DOOR SILL 3" 9 WINDOW HEAD & JAMB 1 3" 5 TYP. MOIST STOP INSTALL NTS I 1 ROOF SHT'G. PER STRUCT. PLANS TYP. 7/8" CEMENT PLASTER TRUSS HEEL MAY VARY 3-COAT STUCCO SYSTEM O/ METAL LATH O/ BLDG. PAPER OVER PAPER BACKED LATH PLY GRADE "D" PAPER) 1 X K.D. D.F. SILL BD. SEE ROOF PLAN / ELEVATIONS (SIDING AT ALT. CONDITION) (2 AND APRON MFGR. FLAT ROOF TILE -INSTALL WEEP SCREED 2C6 GA. GALV. MTL. "Z" BAR FLASHING TYP. J-MOLD TYP. ALUMINUM WINDOW PER MFGR. RECOMMENDATIONS BATTENS PER TILE MFGR. PRIME 8 PAINT TO MATCH ROOFING TYP. FORMED TRIM 0/ (2) "D" BLDG. PAPER / SEALANT @ ALL EDGES VENT (3) 2" DIA. HOLES EVERY BLOCK MFRG. FLAT ROOF TILE TYP. 24 GA. G.S.M.LASHING �� . # MIN. 3m ROOF FLET LAP O/ OARD 1X4 BACKER BOARD---- SAVE RISER ' CAULK BEHIND NAIL FIN. EAVE RISER W/ WEEP HOLES ______ PRIOR TO INSTALLING WINDOW PER ROOF TILE MFGR. z_ i Ll TYP. 2X REDWOOD EDGE DRIP METAL N OR FORMED TRIM 0/ (2) "D" BLDG. PAPER SEAMLESS ALUMINUM S E O F PL PREFINISHED GUTTER 3(d *MIN. ROOF FELT LAP UP SIDE WALL 2 MIN. TYP. 1 3/4" SOLID CORE SEE ROOF PLAN 2C GA. GALV. MTL. ROOF TO RAKE WALL WOOD DOOR 2XB FASCIA RESAWN FLASHING PAN. NO PENETRATIONS TO 2" CONT. VENT STRIP OCCUR THROUGH FLASHING PAN. TYP. 3/4" X 2" TRIM TYP. 7/8" CEMENT PLASTER PRESAWN STARTED BD. ROOF s WALL FRAMING PER PLAN OVER PAPER BACKED LATH PRIME AND PAINT TYPICAL GYP. BD. SEE 3-COAT STUCCO SYSTEM WALL TYPE DETAILS O/ METAL LATH O/ BLDG. PAPER (SIDING AT ALT. CONDITION) RACK TO WALL 1 114 DOOR HEAD & JAMB 3" 10 WINDOW SILL 3" 6 EAVE 12 TYP. FLOOR FINISH RIDGE SHINGLE _Q 04e METAL RIDGE 4" FLASH. MAN 30# ROOF FELT 30" WIDE FLASHING PEMKO 136D THRESHOLD ROOF SHINGLES ,-' UNDERLAYMENT RUN CONT. & CENTERED ON LENGTH OF VALLEY. (RUN PARALLEL BELOW UNDERLAYMENT VALLEY PAN) L PEMKO 327D SILL NOSING ROOF SHINGLE SEE PLAN 26 GA. GALV. MTL. VALLEY FLASHING 30 1* FIELD ROOF FELT TYP. 2X REDWOOD TRIM INSTALL PER ROOFING WEAVE 12'' MIN. MFGR. REQUIREMENTS THROUGH VALLEY TYP. EXTERIOR CONC. SLAB • • SLOPED AWAY FROM BLDG. PLYWD SHEATHING (S.S.D) ° a ° ROOF FRAMING a TYP. 24 GA. GSM FLASHING a TYP. SIMPSON TYP. WOOD FLOOR JOIST JOIST HANGER (SEE STRUCT. DWG.) NOTE: NO PENETRATIONS ROOF SHEATHING 8 TO OCCUR THRU. FLASH'G. FRAMING PER PAN PAN. DOOR SILL 3" 1111ROOF RIDGE 3" 171 FLAT TILE VALLEY 3 LHC L.H.C. Construction 21000-A Big Basin Way Saratoga, CA 95070 (408) 867-9331 ARc'yi V� �F J J, 1NG l I'-0� C-28947 Q OF CA0F OWNER: Dulce & Rick Brewster 20111 John Drive Cupertino, CA 95014 (408) 857-7814 Z O 7-1 LID 0) Q Q W > Z Q ozS Q CC 0 O WW LL =J OQ �z W �0 T r0 GZ W W N o~C m w U REVISIONS SHEET TITLE: ARCHITECTURAL DETAILS DATE PROJECT NO. Aug. 22, 201 10-29 SCALE DRAWN AS SHOWN HC ►P■I001 OF 10 SHEETS