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RM-2018-25 Plan Set.pdf111611111110 GENERAL ELECTRICAL NOTES I . ALL WORK IS TO BE IN CONFORMANCE WITH THE 201 G EDITIONS OF THE CALIFORNIA BUILDING CODE (CBC), UNIFORM MECHANICAL CODE (CMC) CALIFORNIA PLUMBING, CODE AND THE CALIFORNIA ELECTRICAL CODE (CEC). 2. ELECTRICAL, LIGHTING #- MECHANICAL DEVICES SHOWN ON DRAWINGS INDICATES ARCHITECTURAL DESIGN INTENT ONLY. ELECTRICAL *MECHANICAL SUBCONTRACTOR TO MEET WITH OWNER FOR FINAL APPROVAL AND/OR REVISIONS. 3. ALL WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGNER AND ASSOCIATES PRIOR TO COMMENCEMENT OF ANY AND ALL WORK. 4. THE GENERAL CONTRACTOR IN CONJUNCTION W/ OWNERS AND SUB -CONTRACTORS IS TO VERIFY LOCATION OF ALL UTILITIES AND EXISTING CONDITIONS AT THE SITE M110, 2 Ai Ai (ci( ADDITi ION TO AN EXtz� i INf CCii HOUS;(,j- NOTES EXAMINATION OF SITE: 1.) THE CONTRACTOR SHALL THOROUGHLY EXAMINE SITE AND SATISFY HIMSELF AS TO THE CONDITIONS UNDER WHICH THE WORK IS TO BE PERFORMED. THE CONTRACTOR SHALL VERIFY AT THE SITE ALL MEASUREMENTS AFFECTING HIS WORK, AND SHALL BE RESPONSIBLE FOR THE CORRECTNESS OF THE SAME. NO EXTRA EXPENSE WILL BE ALLOWED TO THE CONTRACTOR FOR EXPENSES DUE TO HIS NEGLECT TO EXAMINE, OR FAILURE TO DISCOVER, CONDITIONS WHICH AFFECT HIS WORK. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, SET BACKS AND FLOOR AND ROOF SPANS BEFORE ORDERING ANY TRUSS, LUMBER OR OTHER MEMBERS OR MATERIAL. REPORT ALL DISCREPANCIES TO THE DESIGNER. WINDOW NOTES 2. THE GENERAL CONTRACTOR IN CONJUNCTION W/ OWNERS AND SUB -CONTRACTORS IS TO VERIFY LOCATION OF ALL UTILITIES AND EXISTING CONDITIONS AT THE SITE PRIOR TO BIDDING AND COMMENCEMENT OF CONSTRUCTION. 3. ALL WORK IS TO BE IN CONFORMANCE WITH THE 201 G EDITIONS OF THE CALIFORNIA BUILDING CODE (CBC), UNIFORM MECHANICAL CODE (CMC) CALIFORNIA PLUMBING, CODE AND THE CALIFORNIA ELECTRICAL CODE (CEC). 4. THE BUILDER SHALL PROVIDE THE BUILDING OWNER, MANAGER AND THE ORIGINAL OCCUPANTS A LIST OF THE ENERGY-SAVING CONSERVATION FEATURES, DEVICES MATERIALS AND COMPONENTS INSTALLED IN THE BUILDING AND INSTRUCTIONS ON HOW TO USE THEM EFFICIENTLY. SUCH FEATURES INCLUDE HEATING, COOLING, WATER HEATING AND LIGHTING SYSTEMS, AS WELL AS INSULATION, WEATHERSTRIPPING, WINDOW SHADES AND THERMAL MASS MATERIALS. 5. THE OWNER SHALL OBTAIN APPROPRIATE CLEARANCE FROM THE SCHOOL DISTRICT AND PAY ALL SCHOOL IMPACT FEES PKIIOK TO THE ISSUANCE OF ANY AND ALL BUILDING PERMITS. THE ISSUANCE OF ANY AND ALL BUILDING PERMITS. G. ALL EXIST DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. (SEC. 1003.3.1.8) FIXTURE PRIOR TO BIDDING AND COMMENCEMENT OF CONSTRUCTION. COMPLIANT TYPE PLUMBING FIXTURE 1.) ALL NEW AND REPLACEMENT WINDOWS SHALL BE DOUBLE -PANE WITH A MAXIMUM WATER CLOSET EXCEED I .G U -VALUE OF 0.67 5. ALL KITCHEN * BATH LIGHTING FIXTURES SHALL COMPLY WITH C.E.C. AND ENERGY CODE FLOOR PLAN SHOWER HEAD REQUIREMENTS FOR TYPE AND SIZE. CONTRACTOR SHALL SUPPLY BUILDING INSPECTOR WITH MODEL 2.) ANY WALLS OPENED FOR REMODELING SHALL BE INSULATED 58.0 NUMBERS AND SPECIFICATIONS PRIOR TO FINAL INSPECTION. W/ K- 15 PRIOR TO CLOSURE. G. ALL GENERAL PURPOSE LIGHTING @ KITCHENS AND BATHS TO HAVE AN EFFICIANCEY RATING OF AT 3.) ALL NEW AND REPLACEMENT INSULATION SHALL MEET MINIMUM ENERGY CODE LAY OUT PLAN LEAST 40 LUMENS PER WATT CALIFORNIA ENERGY CODE 150 (k) SHOWERHEADS FAUCETS, AREAS STANDARDS. 7. ITEMS TO BE VERIFIED WITH OWNER: FLOOR = K- 19 T I TITLE 24 A. PHONE $ T.V. JACK LOCATIONS PRIOR TO INSTALLATION WALLS = K-1 3 KITCHEN B. ALL ELECTRICAL FIXTURES, APPLIANCES INCLUDING MAKE AND MODEL NUMBERS. CEILLINGS = K-30 52,53 FRAMING C. PROVIDE COMPLETE $ OPERATING CENTRAL VACUUM SYSTEM. PROVIDE DEDICATED ELECTRICAL 4) ALL BEDROOM WINDOWS ARE TO HAVE "MEANS OF EGRESS" SEE EGRESS WINDOW DETAILS c1Rcu1T FOR SYSTEM, D. ROUGH WIRE AND STUBS -OUT FOR FUTURE LANDSCAPE LIGHTING. PROVIDE CIRCUITS =� PVC DETAIL IN ARCHITECTURAL DETAILS SHEET. 4500.00 sq/ft > OR CONDUIT. EXISTING 2985.00 =A - 0'33 E. LOW VOLTAGE SWITCHING REQUIREMENTS. p GENERAL PLUMBING NOTES 8946.5 F. PROVIDE MOTION ACTIVATED EXTERIOR � SECURITY LIGHTING - VERIFY WITH OWNER Per 20 16 California Plumbing Code 8. LIGHTS IN CLOSETS MUST HAVE AN ENCLOSED BULB TYPICAL PER CEC 410-81 3564.00 _ - 0.39 8946.5 8946.5 I . PLUMBING CONTRACTOR IS TO MEET W/ THE OWNER PRIOR TO THE SELECTION AND 9. LIGHTS OVER SHOWER AND TUBS MUST BE LABELED "SUITABLE FOR DAMP LOCATIONS" AND FAR. CONFORM TO CEC 410-4(a) INSTALLATION OF ALL INDIVIDUAL CONTROL VALVES. 10. SMOKE DETECTORS: 2. PROVIDE TYPE "L" COPPER TUBING FOR ALL WATER PIPING. TYPE "M" COPPER TUBING A. PROVIDE AC/DC SMOKE DETECTORS WITHIN EACH SLEEPING ROOM $ CENTRALLY LOCATED IN MAY BE USED ONLY WHEN WATER PIPING IS ABOVE GROUND IN, OK ON, A BUILDING CORRIDOR OR AREA GIVING ACCESS TO EACH SEPARATE SLEEPING AREA. ALL SMOKE OK UNDERGROUND OUTSIDE OF STRUCTURES. CPC 604.2 DETECTORS TO BE INTERCONNECTED AND BE WIRED TO THE HOUSE PRIMARY WIRING AND SHALL ALSO HAVE BATTERY BACK-UP (TYPICAL) B. SMOKE DETECTORS SHALL SOUND AN ALARM AUDIBLE IN ALL SLEEPING AREAS OF THE 3. WATER HEATER IS TO BE ANCHORED OR STRAPPED TO RESIST EARTHQUAKES PER RESIDENCE PER UBC 3 10.9.1 CPC 510.5 1 1. KITCHEN $ BATHROOMS 4. IN SHOWERS * TUB/SHOWER COMBINATIONS, INDIVIDUAL CONTROL VALVES MUST A. ALL ELECTRICAL OUTLETS @ KITCHEN f, BATH AREAS ARE TO MEET CEC 210-52 (a), (b) * (c) AND BE PRESSURE BALANCED OR THERMOSTATIC MIXING VALVES PER CPC 420 CEC 2 10-8(a) B. ALL COUNTER SPACES IN THE KITCHEN 12" OR GREATER IN WIDTH SHALL HAVE A GFCI PLUG RECEPTACLE IN THE WALL 5. NO UNDERFLOOR CLEANOUT SHALL BE LOCATED MORE THAN 20 FEET FROM AN C. GENERAL LIGHTING AT KITCHENS AND BATHROOMS SHALL BE BY FLUORESCENT FIXTURES. ACCESS DOOR, TRAP DOOR, OK CRAWL HOLE PER CPC 707.0 D. PROVIDE SEPARATE 20 AMP CIRCUIT MINIMUM TWO (2) FOR SMALL KITCHEN APPLIANCES PER NEC 210-1 I (c) 1 G. PLUMBING DRAIN WASTE AND VENT AND/OR MECHANICAL DUCTING ALONG WITH E. PROVIDE SEPARATE 20 AMP CIRCUIT MINIMUM ONE (1) FOR BATHROOM PER NEC 2 10-1 1(c)3 ELECTRICAL PANEUWIKING SIZING CALCULATIONS MAY BE REQUIRED TO BE F. MIN. (2) 20 AMP CIRCUITS REQUIRED FOR KITCHEN COUNTERTOP (f) MIN. PROVIDED IF THE FIELD INSPECTOR REQUESTS THESE ITEMS. G. BATHROOM FANS SHALL PROVIDE FIVE(5) AIR CHANGES PER HOUR MINIM. 7. SHOWERHEADS TO HAVE A MAXIMUM FLOW OF 2.0 GPM, LAVATORY AND SINK H. GAS COOK -TOPS OR RANGES SHALL HAVE EXHAUST HOODS WITH INDIVIDUAL CONTROL VALVES FAUCETS SHALL HAVE A MAXIMUM FLOW RATE OF 2.2 GPM PER CPC 402.2.2 OF THE PRESSURE BALANCE OR THE THERMOSTATIC MIXING TYPE. I. ALL NEW WATER CLOSETS SHALL HAVE MAX. 1.28 GPF PER CPC 402.2.2 8, WATER CLOSETS AND ASSOCIATED FLUSHOMETER VALVES, IF ANY SHALL USE NO J. SHOWERS AND TUB -SHOWER COMBINATIONS SHALL BE PROVIDED MORE THAN 1.28 GALLONS PER FLUSH PER CPC 402.2.2 AND SHALL MEET 12. SHOWERS AND TUB -SHOWER COMBINATIONS SHALL BE PROVIDED PROFORMANCE STANDARDS BY A.N.S.I.S. A 1 1 2. 1 9.2 HSS CODE, SECTION 17921.3(b) 13. ALL COUNTER SPACES 12" OR GREATER IN WIDTH SHALL HAVE A GFCI PLUG RECEPTACLE IN THE WALL. 9. ALL VENT TERMINATIONS MUST BE I O' AWAY OR 3' ABOVE ANY OPENING TYPICAL. 14. ALL RECESSED FIXTURES IN CEILINGS THAT ARE TO BE INSULATED MUST BE I.C. TYPE FIXTURE PER NEC 410.5 10. ALL HOSE 51555 SHALL HAVE NON -REMOVABLE TYPE BACK-FLOW PREVENTION 15. ALL RECESSED FIXTURES SHALL BE SUPPLIED AND INSTALLED BY SUBCONTRACTOR. THESE FIXTURES DEVICE. PER CPC 603.4.7 SHALL BE HALO UNLESS OTHERWISE NOTED. 1 1. IF HOUSE IS TO HAVE PROPANE GAS -PROVIDE FOR DRAINAGE OF LP GAS TO I G. RECESSED LIGHT FIXTURES, INSTALLED IN INSULATED CEILING AREAS SHALL BE IC -RATED. EXTERIOR (TYPICAL) CPC 12 1 G 17. OUTLETS ALONG HOUSE/GARAGE COMMON WALL SHALL BE MOUNTED AT + 18" ABOVE FINISH SLAB 2. WATER HEATERS ARE TO BE C.E.C. CERTIFIED AND HAVE PRESSURE TEMPERATURE AND COMPLY WITH CBC 709.7 RELIEF DEVICES WHICH DISCHARGE TO OUTSIDE PER CPC G08 18. PROVIDE UFER ELECTRICAL GROUNDING CONCRETE ENCASED ELECTRODE PER CEC 250-G8(a) 13. PROVIDE CLEARANCE AROUND WATER HEATER PER CPC 508 AND 51 1 19. BRANCH CIRCUITS THAT SUPPLY 120 VOLT, SINGLE PHASE, 15 AND 20 AMPERE RECIPTACLE OUTLETS INSTALLED IN DWELLING UNIT FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, 14. FUEL BURNING WATER HEATERS SHALL BE ASSURED A SUFFICIENT SUPPLY OF AIR DENS, BEDROOMS, SUNROOMS, RECEREATION ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS FOR PROPER FUEL COMBUSTION AND VENTILATION CPC 507 OR AREAS SHALL BE PROTECTED BY AN ARC -FAULT CIRCUIT INTERRUPTERS) (AFCI). CEC SECTION 210-12(b). GENERAL MECHANICAL NOTES 20. PROVIDE WATERPROOF OUTLET COVERS ON ALL OUTSIDE RECEPTICALS PER CEC 410-57(b) Per 20 1 G California Mechanical Code 2 1 . BOND ALL INTERIOR METALLIC GAS AND WATER PIPES TO THE SERVICE GROUND PER CEC 250-104 (a) $ (b)' I . FURNACE UNIT IS TO BE ANCHORED OR STRAPPED TO RESIST EARTHQUAKES PER 22. ALL BUILDING WATER SUPPLY SYSTEMS SHALL BE PROVIDED WITH WATER HAMMER ARRESTORS TO CMC SECTION 304.4 AND 308 ABSORB HIGH PRESSURES RESULTING FROM QUICK ACTING VALVES. THE MANUFACTURER'S SPECIFICATIONS AS TO THE LOCATION AND METHOD OF INSTALLATION SHALL BE FOLLOWED UPC 2. MECHANICAL CONTRACTOR SHALL DETERMINE LOCATIONS OF THERMOSTATS $ COLD 609.10. AIR RETURNS. 23. DRYER VENT TO BE SMOOTH METAL DUCT WITH BACKDRAFT DAMPER, 14 FT MAXIMUM WITH (2) 90 3. ALL I ST FLOOR HEAT REGISTERS ARE TO BE FLOOR MOUNT AND ALL 2ND FLOOR DEGREE BENDS MAXIMUM. HEAT REGISTERS BEING CEILING MOUNT ONLY. 24. PROVIDE SEPARATE 30 AMP DEDICATED CIRCUIT MINIMUM ONE (1) FOR LAUNDRY APPLIANCES PER NEC 210-1 1(c)2. 4. PROVIDE COMBUSTION AIR FOR FUEL -BURNING EQUIPMENT PER CMC CHAPTER 7 25. ALL HEAT REGISTERS SHALL BE PAINTED SHEET METAL (WOOD AT HARDWOOD FLOORS). AND TABLE 7-A. 2G. ALL DUCTWORK IN UNINSULATED SPACES SHALL BE INSULATED AS PERENERGY CODE STANDARDS 5. ALL AIR DUCTS PENETRATION SEPEKATION WALL OR CEILING BETWEEN GARAGE AND MANDATORY MEASURES. LINING AREA SHALL BE A MINIMUM OF 2G GAUGE PER CBC 302.4 EXCEPTION 3 27. SAFETY GLAZING IS REQUIRED AT TUB AND SHOWER ENCLOSURE GENERAL NOTES WATER CONSERVING PLUMBING FIXTURES TABLE 1. ALL WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGNER AND Per 201 G California Mechanical Code ASSOCIATES PRIOR TO COMMENCEMENT OF ANY AND ALL WORK. SINGLE FAMILY RE51DANTIAL 2. THE GENERAL CONTRACTOR IN CONJUNCTION W/ OWNERS AND SUB -CONTRACTORS IS TO VERIFY LOCATION OF ALL UTILITIES AND EXISTING CONDITIONS AT THE SITE PRIOR TO BIDDING AND COMMENCEMENT OF CONSTRUCTION. 3. ALL WORK IS TO BE IN CONFORMANCE WITH THE 201 G EDITIONS OF THE CALIFORNIA BUILDING CODE (CBC), UNIFORM MECHANICAL CODE (CMC) CALIFORNIA PLUMBING, CODE AND THE CALIFORNIA ELECTRICAL CODE (CEC). 4. THE BUILDER SHALL PROVIDE THE BUILDING OWNER, MANAGER AND THE ORIGINAL OCCUPANTS A LIST OF THE ENERGY-SAVING CONSERVATION FEATURES, DEVICES MATERIALS AND COMPONENTS INSTALLED IN THE BUILDING AND INSTRUCTIONS ON HOW TO USE THEM EFFICIENTLY. SUCH FEATURES INCLUDE HEATING, COOLING, WATER HEATING AND LIGHTING SYSTEMS, AS WELL AS INSULATION, WEATHERSTRIPPING, WINDOW SHADES AND THERMAL MASS MATERIALS. 5. THE OWNER SHALL OBTAIN APPROPRIATE CLEARANCE FROM THE SCHOOL DISTRICT AND PAY ALL SCHOOL IMPACT FEES PKIIOK TO THE ISSUANCE OF ANY AND ALL BUILDING PERMITS. THE ISSUANCE OF ANY AND ALL BUILDING PERMITS. G. ALL EXIST DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. (SEC. 1003.3.1.8) FIXTURE NON-COMPLIANT COMPLIANT TYPE PLUMBING FIXTURE PLUMBING FIXTURE WATER CLOSET EXCEED I .G SINGLE FLUSH TOILETS: 1 .28 GALLONS/FLUSH HOMES OUT LINE PLAN A REAR YARD PLAN GALLONS/FLUSH FLOOR PLAN SHOWER HEAD EXCEED 2.5 2.0 GALLONS/MINUTE @ 80 PSI. ALSO 58.0 GALLONS / MINUTE CERTIFIED TO THE PERF ORMANCECKITERIA OF A3.2 SECTIONS 440.0 U.S. EPA WATER SENSE SPECIFICATION FOR LAY OUT PLAN A5 SECTIONS SHOWERHEADS FAUCETS, AREAS C I TOPOGRAPHIC LAVATORY EXCEED 2.2 1.2 GALLONS / MINUTE @ GO PSI T I TITLE 24 GALLONS / MINUTE BMP BEST MANAGEMENT KITCHEN EXCEED 2.2 1.8 GALLONS / MINUTE @ GO PSI 52,53 FRAMING GALLONS / MINUTE 54355,56 STRUCTURAL 10343 BLANJE--,-/,,Y COUR�T CUPER�TINO PROJECT DATA A. F. N. 3G9= ZONING LOT SIZE LAND USE OCCUPANCY CONSTRUCTION TYPE F.A.R. ALLOWED 0.45 X 894@.5 5c1/ft = LOT COVERAGE ALLOWED 0.50 X 8946.5 5CI/ft = EXISTING HOUSE EXISTING GARAGE EXISTING BASEMENT AREA EX15T1 NG EXTERIOR COVERED AGFA r\1\Lr\ TOTAL EXISTING RI -7.5 8946.50 5c(/ft RES -LOW 1-5 R-3 U VB NON -SPRINKLED 4025.90 sq/ft 4473.25 Sq/ft VICINITY MAP (NOT TO SCALE _o PmLe AY e a` 2 CupertinoFW cc S t & ,1 a 9a N Surr+ersel Dr 2025.00 5(5[/ft440.00 5q/ft 224.00 Sq/ft 'Dr W 286.00 sq/ft 1 11 &"�"' 2975.00 sct/ft PROJECT SCOPE PROPOSED NEW ADDITIONS IN-LAW UNIT 476.00 sq/ft NEW ADDITION TO THE EXISTING LIVING AREA WITHIN THE EXISTING COVERED AREA 1 15 sq/ft + 64 5Cq/ft = 179.00 5q/ft NEW ADDITION TO THE FRONT PROPOSED ROOF OVER HANG 220.00 sq/ft 17&00 sq/ft TOTAL LIVING AREA AFTER 3564.00 sq/ft THE ADDITIONS TOTAL COVERED AREA AFTER 3797.00 5q/ft THE ADDITIONS zi� DRAWING INDEX ARCh ITECTU RAL A I TITLE / COVER SHEET, AREA CALCULATIONS A I . I SITE PLAN, GREEN NOTES A 1.2 EXISTING * PROPOSED ROOF PLANS A 1.3 NEIGHBORING A 1.4 USABLE HOMES OUT LINE PLAN A REAR YARD PLAN A2 EXISTING FLOOR PLAN A2.1 PROPOSED FLOOR PLAN A3 ELEVATIONS 58.0 A3.1 ELEVATIONS 2025.0 A3.2 SECTIONS 440.0 A4 ELECTRICAL LAY OUT PLAN A5 SECTIONS * DETAILS L I LANDSCAPED AREAS C I TOPOGRAPHIC * BOUNDARY SURVEY SHEET G I CAL -GREEN SHEETS T I TITLE 24 SHEETS BMP BEST MANAGEMENT PRACTICES SHEET 5TRUCTU RAL 51 STRUCTURAL NOTES 52,53 FRAMING PLANS 54355,56 STRUCTURAL DETAILS FIRST STORY ADDITION TO AN EXISTING ONE STORY ADDITION TO THE FRONT 220.00 Sq/ft ADDITION TO THE REAR 1 15.00 SLIM ADDITION TO THE SIDE G4 sq/ft AND A NEW ADU TOTALING 476.00 Sq/ft CODES APPLICABLE BUILDING CODES AREA CALCULATIONS Q Q AREA G I AREA Al EXISTING LOT COVERAGE AREAS (sq/ft AREA SECTION EXISTING GARAGE G 440.0 sq/ft A 476.0 B 1 1 5.0 C 220.0 D 64.0 E 58.0 F 2025.0 G 440.0 H 14.0 1 35.0 (NEW ROOF 17G.0 OVER HANG G ADDED OVERHANGS EXISTING ROOF 174.0 OVER HANG H+E+I REMAINING TOTAL (sq/ft) EXISTING ROOF 60.0 OVER HANG MAX. LOT COVERAGE 4500.00 scVft REMOVED PROPOSED I AREA Al EXISTING LOT COVERAGE AREAS (sq/ft EXISTING LIVING F 2025.0 AREA (HOUSE) EXISTING GARAGE G 440.0 ROOF OVERHANG K+K I 234.0 EXISTING EXTERIOR B+D+E+ 286.0 COVERED AREA H+I TOTAL (sq/ft) 2985.0 PROPOSED LOT COVERAGES (5CI/ft) NEW IN-LAW UNIT A 476.0 NEW ADDITIONS B+C+D 399.0 EXISTING LIVING F 2025.0 AREA (HOUSE) EXISTING LIVING F EXISTING GARAGE G 440.0 OVERHANGS J+K 350.0 PATIO COVERS H+E+I 107.0 TOTAL (sq/ft) 3797.0 EXISTING LOT COVERAGE 2985.00 scVft PROPOSED LOT COVERAGE -3797.00 scVft MAX. LOT COVERAGE 4500.00 scVft 3797.00 sq/ft PROPOSED 4500.00 sq/ft > OR 2985.00 SQ/FT EXISTING 2985.00 =A - 0'33 3797.00 _ - 0.42 8946.5 8946.5 EXISTING 3 PROPOSED LOT COVERAGE LOT COVERAGE EXISTING FAR AREAS (56[/ft) EXISTING LIVING F 2025.0 AREA (HOUSE) EXISTING GARAGE G 440.0 EXISTING BASEMENT 224.0 \ STORM SHELTER 3 TOTAL (sq/ft) 2@89.0 PROPOSED FAR AREAS (sq/ft) NEW IN-LAW UNIT A 476.0 NEW ADDITIONS B+C+D 399.0 EXISTING LIVING F 2025.0 AREA (HOUSE) EXISTING GARAGE G 440.0 EXISTING BASEMENT C!E4 \ STORM SHELTER 3 TOTAL (sq/ft) 3564.0 EXISTING FAR. AREA 2689.00 scJ/ft PROPOSED FAR. AREA 3538.00 5q/ft MAX. FAR. AREA 4050.00 sct/f 3538.00 SQ/FT PROPOSED 4050.00 s,�/ft OR 689.00 sc}/ft EXISTING 2689.00 _ - 0.30 3564.00 _ - 0.39 8946.5 8946.5 EXISTING PROPOSED FAR. FAR. 20 I G CALIFORNIA BUILDING CODE LOT SIZE 8946.5 sci/ft 201 G CBC STRUCTURAL AMENDMENTS Q w 201 G CALIFORNIA MECHANICAL CODE Q F.A.R. ALLOWED 201 G CALIFORNIA PLUMBING CODE 0.45 X 8946.50 5C[/ft = 4025.90 50i/ft 201 G CALIFORNIA FIRE CODE (WITH LOCAL AMENDMENTS) 201 G CALIFORNIA ELECTRICAL CODE LOT COVERAGE ALLOWED 201 G CALIFORNIA RESIDENTIAL CODE = 0.50 X 8946.50 5C[/ft = 4473.25 scVft 201 G CALIFORNIA ENERGY CODE w AREA B 201 G CALIFORNIA GREEN BUILDING STANDARDS Q 2016 STATE OF CALIFORNIA TITLE 24 AMENDMENTS FLOOR FLAN (area calculation) CITY OF CUPERTINO MUNICIPAL CODE 5CALE : %8" = 1 '-0" Q DATES 6-15-12 PLANNING DEPARTMENT COMMENTS 2� 8-8-18 PLANNING DEPARTMENT COMMENTS 3 9-21-18 sz w Q Q DESIGNER STRUCTURAL DESIGN AREAE SIGMA DESIGN KH. ENGINEERS \ BARMAN A-AVAL KIANOUSH HARIRSAZ w 6455 ALMADEN EXPWY. Q \ 6455 ALMADEN EXPWY. SUITE 207 AREA I SUITE 207 SAN JOSE SAN JOSE CA 95120 CA 95 1 20 (408) 7 1 2-4868 w (G50) 4G4-1 558 AREA K I AREA K COPY RIGHTS; \� AREA D U THESE DRAWINGS ARE THE PROPERTY OF SIGMA DESIGN ON THE PROJECT TITLED AREA J 0 HEREON. THESE DRAWINGS AS PROTECTED UNDER COPYRIGHT LAWS ARE NOT TO ROOF OVER HANG BE REPRODUCED IN WHOLE OK PART IN ANY MANNER WITHOUT THE EXPRESSED AREA C WRITTEN CONSENT OF THE DESIGNER. USE OF THESE DRAWINGS IS LIMITED TO THE SITE INTENDED AND THEIR USE AT ANY OTHER SITE, OR ON OTHER PROJECTS IS PROHIBITED EXCEPT BY PRIOR WRITTEN CONSENT OF THE DESIGNER. ALL REPRODUCTIONS OF THESE DRAWINGS, IN WHOLE OR PART, REMAIN UNDER THE sz OWNERSHIP OF THE DESIGNER AND SHALL BE RETURNED UPON COMPLETION OF w THE PROJECT OR UPON REQUEST OF THE DESIGNER LARGE SCALE DRAWINGS TAKE PRECEDENCE OVER SMALL SCALE DRAWINGS. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. COPYRIGHT 2018. Al NOTES: SEE DETAIL: 0 PROVIDE SPLASH BLOCKS, AT DOWN SPOUTS MIN 2'-0" LONG, TO DEFLECT THE WATER AWAY FROM THE BUILDING. TYP. PROPOSED NEW 4"0 MIN. PVC. CLEAN OUT WITH IN 5' OF THE e PROPERTY LINE. SIZE AND MATERIAL OF THE CLEAN OUT SHALL A5 MATCH THE SIZE OF 4" O PVC. SEWER LATTERAL, FOR MORE INFO SEE DETAIL PROPOSED NEW 40 MIN. PVC. CLEAN OUT. SIZE AND MATERIAL OF THE CLEAN OUT SHALL MATCH THE SIZE OF (E) WATER N G 1 2 Q (E) 3'-0" WOOD FENCE OVER 3'-0" �j� P� OQ - J BRICK FENCE �� �� / �- _�_----_ \==�I� 1°�0 -Ti / �qo / I I I I I I V ^ q II II `L' /11. 41 / i Q w II IL II \S � /J Q NEVWADDITI J�I' `� `I' EXISTING OVER Cj`L \J, EXISTING 4" 0----A O � II II HEAD ELECT RI P� O 3 I N II II W Q SEWf R LATTERALLu WIRE / ________ Q� / I �'w =�] U I G Z -J y Q Q� / NEW 4" 0 PIPE I �I - - - = I Lr- K - (E) TREtTO (N) CLEAN / CONNECTING TO I I I II u WOOD (N) DS. g RE OV OUT SEE / MAIN 4" 0 MOVED FENCE N NOTE c / SEWER PIPE I I II a d S II SEE NOTE= 8 0 � / .I, 1 a'- 10" 1 n I -4, T L �Q o (E) LAND 5CAPiNG n� � 0 TREE TABLE NUMBER TYPE DIAMETER OCYPRESS 1011 OCYPRESS 1011 611 3 FRUIT ® FRUIT 811 811 OFRUIT © FRUIT 811 711 OFRUIT ® FRUIT 811 A2 V V Ll l/ 1/ I L -1'41,-L- L-% SCALE: *'= 1'-0" G2 2820 c Jy 88 Jr. p302 > 45 50%. -0 m 155.10 90.76 .10306 ►03c4 Cp 201 27 �1k A - Q R a ON 26�S� '� 18 g 6 14 D r N15 o o2 3fl r7 �6 �� COURT � 25 1 g�. G c 16 � 103Q3 W Z 30 10 N /0343 O o N 24 � 1 _- 4 lr 1 0- t j6.6� o15`�� o 23 12 1 ., 19 24 11 N`w 2 �' �� 56.67j1 22 . - 2 oa �6.�o ZaQ�► OR1'-� 2pa 8!.3C 4T 2 a a 6 5 O O\ AERS�� TRA DET. MAP 85 --�%" ,`�� LAWRENCE E. ST( PARCEL MAP SCALE : N.T.S. CAL GREEN NOTES I. SITE: 2 3 0 5 PUBLIC WORKS NOTES: I . APPROVAL OF THESE PLANS DOES NOT RELEASE THE OWNER AND/OR CONTRACTOR OF THE RESPONSIBILITY FOR THE CORRECTIONS OF MISTAKES, ERRORS, OR OMISSIONS CONTAINED THEREIN. IF DURING THE COURSE OF CONSTRUCTION IMPROVEMENTS, PUBLIC INTREST REQUIRES A MODIFICATION OF/OR DEPARTURE FROM THE CITY OF CUPERTINO SPECIFICATION OR THESE IMPROVEMENT PLANS, THE CITY ENGINEER SHALL HAVE THE AUTHORITY TO REQUIRE SUCH MODIFICATION OR DEPARTURE AND TO SPECIFY THE MANNER IN WHICH THE SAME IS TO BE COMPLETED, AT THE SOLE EXPENSE OF THE OWNER AND/OR CONTRACTOR. 2. CONTACT PUBLIC WORKS, (408) 777-3 140, FOR INSPECTION OF GRADEING, STORM DRAINAGE, AND PUBLIC IMPROVEMENTS. 3. ALL PUBLIC IMPROVEMENTS MUST BE COMPLETED PRIOR TO OCCUPANCY 4. CONTRACTOR IS RESPONSIBLE FOR DUST CONTROL AND INSURING THE AREA ADJACENT TO THE WORK IS LEFT IN A CLEAN CONDITION. 5. CONTRACTOR SHAL REVIEW CITY DETAIL G-4 ON TREE PROTECTION PRIOR TO ACCOMPLISHING ANY WORK OR REMOVING ANY TREES. G. UTILIZE BEST MANAGEMENT PRACTICES (BMP'S) AS REQUIRED BY THE STATE WATER RESOURCES CONTROL BOARD, FOR ANY ACTIVITY, WHICH DISTURBS THE SOIL. 7. A WORK SCHEDULE OF GRADING AND EROSION AND SEDIMENT CONTROL PLAN SHALL BE PROVIDED TO THE CITY ENGINEER BY AUGUST 15. NO HILLSIDE GRADING SHALL BE EPRFORMED BETWEEN OCTOBER I TO APRIL 15 8. ALL NEW ELECTRICAL SERVICE (POWER, PHONE, AND/OR CABLE) SHALL BE UNDERGROUNDED. 9. TO INITIATE RELEASE OF BONDS, CONTACT THE PUBLIC WORKS INSPECTOR FOR FINAL INSPECTION. 10. ALL DOWNSPOUTS TO BE RELEASED TO THE GROUND SURFACE, DIRECTED AWAY FROM BUILDING FOUNDATIONS AND DIRECTED TO LANDSCAPED AREAS 1 1. PRIOR TO BEGINING ANY WORK WITHIN THE PUBLIC RIGHT OF WAY THE CONTRACTOR WILL BE RESPONSIBLE FOR PULLING AN ENCROACHMENT PERMIT FROM THE PUBLIC WORKS DEPARTMENT. G • RECYCLE AND/OR SALVAGE FOR REUSE A MINIMUM OF 50% OF THE NON -HAZARDOUS CONSTRUCTION OR DEMOLITION DEBRIS. CGBSC 4.408.1 • SUBMIT A CONSTRUCTION WASTE MANAGEMENT IN CONFORMANCE WITH ITEMS I THROUGH 5. THE CONSTRUCTION WASTE MANAGEMENT PLAN SHALL BE UPDATED AS NECESSARY AND SHALL BE AVAILABLE DURING CONSTRUCTION FOR EXAMINATION BY THE ENFORCING AGENCY. a. IDENTIFY THE CONSTRUCTION AND DEMOLITION WASTE MATERIALS TO E DIVERT FROM DISPOSAL BY RECYCLING, REUSE ON THE PROJECT OR SALVAGE FOR THE FUTURE USE OR SALE. b. SPECIFY IF CONSTRUCTION AND DEMOLITION WASTE MATERIAL WILL BE SORTED ON SITE (50URCE-5EPERATED) OR BULK MIXED (SINGLE STREAM) c. IDENTIFY DIVERSION FACILITIES WHERE THE CONSTRUCTION AND DEMOLITION WASTE MATERIAL WILL BE TAKEN d. IDENTIFY CONSTRUCTION METHODS EMPLOYED TO REDUCE THE AMOUNT OF CONSTRUCTION AND DEMOLITION WASTE GENERATED. e. SPECIFY THAT THE AMOUNT OF CONSTRUCTION AND DEMOLITION WASTE 7 MATERIALS DIVERTED SHALL BE CALCULATED BY WEIGHT OR VOLUME, BUT NOT BY BOTH • SUBMIT DRAINAGE PLAN SHOWING HOW TO KEEP SURFACE WATER FROM ENTERING THE BUILDING (CGBSC 4. 1 OG.3) • SUBMIT STORM WATER MANAGEMENT PLAN FOR LOTS LESS THAN I ACRE. CGBSC 4. 1 OG.2 • CONCRETE SLAB FOUNDATION SHALL HAVE A VAPOR RETARDER AND A CAPILLARY BREAK (e.cg. 4 -INCH THICK BASE OF/2 INCH CLEAN AGGREGAk WITH A VAPOR BARRIER). CGBSC 4.505.2. 1. • AUTOMATIC IRRIGATION SYSTEM CONTROLLERS FOR LANDSCAPING PROVIDED BY THE BUILDER AND INSTALLED AT THE TIME OF FINAL INSPECTION SHALL COMPLY WITH FOLLOWING: CGBSC 4.304.1 a. CONTROLLERS SHALL BE WEATHER -OR SOIL M015TUREO-13A5ED CONTROLLERS THAT AUTOMATICALLY ADJUST IRRIGATION IN RESPONSE TO CHANGES IN PLANT'S NEEDS AS WEATHER CONDITIONS CHANGE. b. WEATHER BASED CONTROLLERS WITHOUT INTEGRAL RAIN SENSORS TO COMMUNICATION SYSTEMS THAT ACCOUNT FOR LOCAL RAINFALL SHALL HAVE A SEPARATE WIRED OR WIRELESS RAIN SENSOR WHICH CONNECTS O COMMUNICATES WITH THE CONTROLLER(S). SOIL MOISTURE -BASED CONTROLLERS ARE NOT REQUIRED TO HAVE RAIN SENSOR INPUT. NOTE: MORE INFORMATION REGARDING IRRIGATION CONTROLLER FUNCTION AND SPECIFICATIONS IS AVAILABLE FROM THE IRRIGATION ASSOCIATION. INDOOR WATER USE SHOW ON PLAN COMPLIANCE WITH WATER EFFICIENCY AND CONSERVATION THAT REQUIRES 20% SAVING IN POTABLE WATER USING AS A BASE LINE TABLE 4.303. 1. UNDER THE PRESCRIPTIVE USE A MAXIMUM FLOW RATE AS FOLLOWS: SHOWERHEADS <2GALLON5 PER MINUTE (GPM) @80 PSI LAVATORY FAUCETS < 1.5 GPM @ GO PSI KITCHEN AND UTILITY FAUCETS < 1.6 GPM WATER CLOSET < 1 .28 GALLONS PER FLUSH AS AN ALTERNATIVE TO PRESCRIPTIVE COMPLIANCE, PROVIDE CALCULATIONS TO DEMONSTRATE 20% SAVING. (CGBSC, SECTION 4.303. 1). HEATING, VENTILATION AND AIR CONDITIONING • INSTALL ENERGY STAR BATHROOM FANS ON TIMER OR HUMID15TAT (CGBSC 4.507.2) • HEATING AND AIR CONDITIONING SYSTEMS SHALL BE SIZED, DESIGNED AND HAVE THEIR EQUIPMENT SELECTED USING THE FOLLOWING METHODS: a. THE HEAT LOSS AND HEAT GAIN IS ESTABLISHED ACCORDING TO AN5I/ACCA2 MANUAL J-2004 (RESIDENTIAL LOAD CALCULATION), ASHRAE HANDBOOKS OR OTHER EQUIVALENT DESIGN SOFTWARE OR METHODS. b. DUCT SYSTEMS ARE SIZED ACCORDING TO ANSI/ACCA I MANUAL D-2009 (RESIDENTIAL DUCT SYSTEMS) ASHRAE HANDBOOKS OR OTHER EQUIVALEN DESIGN SOFTWARE METHODS. c. SELECT HEATING AND COOLING EQUIPMENT ACCORDING TO ANSI/ACCA 3 MANUAL 5-2004 (RESIDENTIAL EQUIPMENT SELECTION) OR OTHER EQUIVALENT DESIGN SOFTWARE OR METHODS. EXCEPTION: USE OF ALTERNATE DESIGN TEMPERATURES NECESSARY TO ENSURE THE SYSTEMS FUNCTION ARE ACCEPTABLE R ENVIRONMENTAL QUALITY. CGBSC DIV 4.5 PROVIDE CERTIFICATION AND SPECIFICATION TO SHOW COMPLIANCE WITH GREEN CODE. a. GAS FIREPLACE SHALL HAVE A DIRECT -VENT SEALED COMBUSTION TYPE. ANY INSTALLED WOOD STOVE OR PELLET STOVE SHALL COMPLY WITH US EPA PHASE 11 EMISSION ( CGBSC 4.503. 1) b. AT THE TIME OF ROUGH INSTALLATION OR DURING STORAGE ON THE CONSTRUCTION SITE AND UNTIL FINAL START UP OF THE HEATING AND COOLING EQUIPMENT, ALL DUCTS AND OTHER RELATED AIR DISTRIBUTION COMPONENT METHODS SHALL BE COVRED WITH TAPE, PLASTIC, SHEET METAL OR OTHER METHODS ACCEPTABLE TO REDUCE THE AMOUNT OF DUST OR DEBRIS WHICH MAY COLLECT IN THE SYSTEM. (CGBSC 4.504. 1) c. NOTE ON PLAN LIST OF ADHESIVES, SEALANT, CAULKING, PAINT, COATING WILL BE USED AND THE VOC CONTENT. VOC LIMITS SHALL BE ACCORDING TO CGBSC SECTIONS 4.504.2.1 FINISHES a. USE LOW-VOC INTERIOR WALUCEILLING PAINTS (<50 GRAMS PER LETTER (GPL) VOCS REGARDLESS OF SHEEN) CGBSC 4.504.2.2 b. USE LOW-VOC COATING THAT MEET SCAQMD RULE 1 1 13 (CGBSC 4.504.2.3) c. ALL CARPET IN THE BUILDING INTERIOR SHALL MEET THE TESTING AND PRODUCT REQUIREMENTS OF ONE OF THE FOLLOWING: CGBSC 4.504.4. AND 4.504.5 • CARPET AND RUG INSTITUTE'S GREEN LABEL PLUS PROGRAM. • CALIFORNIA DEPARTMENT OF PUBLIC HEALTH, "STANDARD METHOD FOR THE TESTING AND EVALUATION OF VOLATILE ORGANIC CHEMICAL EMISSIONS FROM INDOOR SOURCES USING ENVIRONMENTAL CHAMBERS," VERSION 1. 1, FEBRUARY 2010 (ALSO KNOWN AS SPECIFICATION 01350.) • NSF/ANSI 140 AT THE GOLD LEVEL • SCIENTIFIC CERTIFICATIONS SYSTEMS INDOOR ADVANTAGE GOLD d. WHERE RE51LLIENT FLOORING IS INSTALLED, AT LEAST 80% OF FLOOR AREA RECEIVING RESILIENT FLOORING SHALL COMPLY WITH ONE OR MORE OF THE FOLLOWING: CGBSC 4.504.3.2. • COC EMISSION LIMITS DEFINES IN THE COLLABORATIVE FOR HIGH PERFORMANCE SCHOOLS (CHPS) HIGH PERFORMANCE PRODUCTS DATABASE. • PRODUCTS COMPLIANT WITH CHI'S CRITERIA CERTIFIED UNDER THE GREEN GUARD CHILDREN AND SCHOOL PROGRAMS. • CERTIFICATION UNDER THE RESILIENT FLOOR COVERING INSTITUTE (RFCI) FLOOR SCORE PROGRAM • MEET THE CALIFORNIA DEPARTMENT OF PUBLIC HEALTH, "STANDARD METHOD FOR THE TESTING AND EVALUATION OF VOLATILE ORGANIC CHEMICAL EMISSIONS FROM INDOOR SOURCES USING ENVIRONMENTAL CHAMBERS," VERSION 1. 1, FEBRUARY 2010 (ALSO KNOWN AS SPECIFICATION 01350) e. HARDWOOD PLYWOOD, PARTICLEBOARD AND MEDIUM DENSITY FIBERBOARD COMPOSITE WOOD PRODUCTS USED ON THE INTERIOR OR EXTERIOR OF THE BUILDING SHALL MEET THE REQUIREMENTS FOR FORMALDEHYDE AS SPECIFIED ON ARB'S AIR TOXICS CONTROL MEASURE FOR COMPOSITE WOOD (1 7 CCR 93 120 ET SEQ.) BY OR BEFORE THE DATES SPECIFIED IN THOSE SECTIONS, AS SHOWN IN TABLE 4.504.5. f. ALL CARPET ADHESIVE SHALL MEET THE REQUIREMENTS OF TABLE 4.504.1 OTHER a. AT THE TIME OF FINL INSPECTION AN OPERATION AND MAINTENANCE MANUAL SHALL BE PROVIDED TO THE BUILDING OCCUPANT OR OWNER DESCRIBING (CGBSC SECTION 4.410) Ell,1' ,sigma D c--_1 s I' 6455 ALMADE.N r.Xl'WY- SUITr- 207 Sam J, 5c CA 95 1 20 rk- (650) 464-1 558 REVISIONS 6-15-12 B. A. 8-8-18 B. A. 9-21-18 B. A. Date: 4-28-2018 Drawn By: B.A. Checked By: 003-12-10343 Blaney I PAGE No: A 1 �1 I b W SCALE: Q 57 W Q o JL F A3. _ o NEW ROO �I71 A3. it I r— A3. I I� I 64ss ALMADE.N r.XPWY- Ln I I I I I I I N N A5 I' A5 .San ,joss CA9s t 20 I I �I-lone: (6s0) 464-i ss8 II I� II II IL------- -FL s---- ---I I ii II ------ ul — I II II u I I II I II II jl II II ' n L n II 000, , 1 p I u D n I I A3. II II II II II II II I I (N) DS. 1-------� ---- — rJL-------- --- --- C----- —JJ 1-0 Tyr,.T II —T Ir------- I F o OVER C 1 1 A5 I I I I I I 4'-10" HANG A3. I I I u NEW ADDITION TYP. 11 li ii II I I I II NEW ROOF I 1 :5 .04 S P L E II I I .••—. li ii i I ------ -- ------ A5 ' 1, I I I IL _ PKOP05ED FOOL PLAN SCALE : 3/6" = 1 1-011 I FL I (N) DS. (N) D5."/'1 II II II II II LF- I I II II II II II II II II II II REVISIONS II II II o �2 8-8-18 B. A. (E) DS. TYP. 34'-2" 20'-0" � II I II I II h II I II II II �r _____ � I II II II L-1 L� II II II II I � �l II II II 1P —� II II II II II � II II IIgo NkII IL II II II II O II II ,I U �I u II II II II II N II � �I II II II o I II I� LJ n u II II N I II II II I II II II II II 1 � � II n II I I I II � II I I I II II n II I 1 �� II II II II ^l � II LI M W li II I M u 1LF- EX15TI NG ROOF PLAN 1 � �, U U 1 SCALE : 3/6" = I'-01' I II N II �� N Date: 4-28-2018 I II II I 1 Drawn By: B.A. II -- II II Checked By: II II II II II II II II 1 u 1 003-12-10343 Blaney Ct ——--��--ri PAGE ND: Alt.. �� SCALE: 22'-0" 32'- 10" 11 K 1-0 = '16 W 0 0 o� 0 0 0 RIA N 89°01'00" W OUTLINE Of NEIGHBORING HOMES PLAN SCALE :/ C,'' = 1'-0'' AL 69-55 ALMAD>=N >=XPWY. SUITL. 207 San Jesse CA 95 1 20 Fiona. (650) -+6-+-15 5 8 REVISIONS �2 8-8-18 B. A. Date: 4-28-2018 Drawn By: B.A. Checked By: 003-12-10343 Blaney Ct PAGE NO: A b SCALE LANDSCAPED AREA SECTION AREA 56[/ft LI 800.0 EX15TING L2 284.0 EX15TING L3 4G7.0 EX15TING TOTAL EXISTING 1551.0 / / \J/ \J/ L4 233.0 NEW L5 343.0 NEW LG 82.0 NEW TOTAL NEW 658.0 TOTAL LANDSCAPED 2209.0 AREA / L = G51 / REAR AREA = 1376.0 5q/ft / G5' x 20 = 1300.0 / \ / 1300.0 < 137G.0 / / O(D i / / / EX15TING CONC. DECK V COlolv� 'V s� (E) LANDSCAPING AREA L3 R USABLE YARD DIAGRAM SCALE : 3/E;" = I'_O" AREA L2 AREA L6 )X 4; '5igmaesin 6455 ALMADLN r.XPWY- SU ITr. 207 Sam Jose CA 951 20 rki - (650) 464-1 558 REVISIONS �2 8-8-18 B. A. Date: 4-28-2018 Drawn By: B.A. Checked By: 003-12-10343 Blaney Ct I PAGE NpQ. A 1 t14 I SCALE: / / / \J/ \J/ 11 / AREA L I (E) LAND 5CAFtN G R USABLE YARD DIAGRAM SCALE : 3/E;" = I'_O" AREA L2 AREA L6 )X 4; '5igmaesin 6455 ALMADLN r.XPWY- SU ITr. 207 Sam Jose CA 951 20 rki - (650) 464-1 558 REVISIONS �2 8-8-18 B. A. Date: 4-28-2018 Drawn By: B.A. Checked By: 003-12-10343 Blaney Ct I PAGE NpQ. A 1 t14 I SCALE: AL UP 64ss ALMADE-N E-XPWY. SU1TE- 207 San Jose CA 9.5 , 20 Phone: (6.5 0) 464-, 558 UNFINISHED �.o BASEMENT Ln 151-311 3 BASEMENT ELOOf� ALAN SCALE :1411 = 1 '_0" G'-4" 34'-2" 20'-0" 5'-0" 00, 20'-1 l" 20'-3" ----------------------------- lip. II II I I II I I II I I II II REVISIONS ILI F -1(E) MASTER BEDROOM o II DN. v II 1 6-15-12 B. A. _T1_ v II m �2 8-8-18 B. A. II I I (E) TWO CAR GARAGE IFF�� II j j o 9-21-18 B. A. II � II I I 01 II �� CL oLLJ E FAMILY ROOM E DINING ROOM O O i ee w Lu so II O ---------- ---------- H __ I 1 � ------ II r , O 1 1 II I I F_ ~ (E) BEDROOM I I I \ N �Iff) KITCHENI I M �T1 I EXISTI NG DEMO. ELOO PLAN I ILn / � So / -1 I L - -1 2 SCALE : % 1 = I '-0" N N 1 4 O uU — — — — sv Date: 4-28-2018 (E) BEDROOM 2 Drawn By: B.A. (E) FOYER I � II 11 Checked By: � II 003-12-10343 Blaney Ct PAGE NO: A2 [IF: F-1 F-1 SCALE, 22'-0" 32'-10" 10'-G" WALL LEGEND: NEW WALL EXISTING WALL WALL TO BE DEMOLISHED NOTES: PROVIDE I/2" FIRE -SHIELD C WALLBOARD OR I/2" 3 A5 FIRE -SHIELD G DURASAN LAMINATED TO I/4" GYPSUM SOUND DEADENING WALLBOARD NAILED TO BOTH SIDES 2 X 4 STUDS, SPACED 16" O.C. FROM SILL TO ROOF DECK, 26 GALVANIZED SKEET GAGE DUCT PENETRATIONS WITHOUT OPENING INTO GARAGE. STC. GA # WP334 I 20 BATHTUB, SHOWER FLOORS � WALLS ABOVE BATHTUBS W/ -e INSTALLED SHOWER HEAD � IN SHOWER COMPARTMENTS A5 SHALL BE FINISHED W/ A NONABSORBENT SURFACE. SUCH WALL SURFACES SHALL EXTEND TO A RIGHT OF NOT LESS THAN 72" ABOVE THE FLOOR PER CRC 8307.2. 0 PROVIDE TEMP GLASS ® LANDINGS SHALL NOT BE MORE THAN 7.75" LOWER THAN THRESHOLD FOR EXTERIOR ENTRY DOOR PER CRC R3 I I .3 ALL NON COMPLIANT EXISTING PLUMBING FIXTURES, AS WELL AS ALL NEW FIXTURES, NEED TO COMPLY WITH CPC 201 3 WATER CONSERVING FIXTURE. SEE WATER CONSERVING PLUMBING FIXTURE TABLE ON SHEET A I © EGRESS WINDOW. MUST COMPLY WITH 7 MINIMUM EGRESS REQUIREMENTS SEE DETAIL A5 GAS RANGE � VENTILATION HOOD 100 CFM. MIN. FLOW RATE, DUCT O=5" L= 35' SEE NOTE I I OF "ELECTRICAL NOTES" ON SHEET A-2 TYP. DOOR �c WINDOW SCHEDULE GLAZING FRAME REMARKS TYPE WIDTH HEIGHT THICK DESCRIP MATERIAL FINISH MATERIAL FINISH WINDOW QQ 4'-0" 1'-0" 1" DBLE. PN. CLEAR F.F. VINYL F.F. OPENABLE SL. WINDOW Q 3'-0" 4'-0" 1" DBLE. PN. CLEAR F.F. VINYL F.F. OPENABLE SL. WINDOW Q 3'-0" 1'-0" 1" DBLE. PN. CLEAR F.F. VINYL F.F. OPENABLE SL. WINDOW0 4'-0" 4'-0" 1" DBLE. PN. CLEAR F.F. VINYL F.F. OPENABLE SL.* WINDOW Q 8'-0" 3'-0" 1" DBLE. PN. CLEAR F.F. VINYL F.F. OPENABLE SL. WINDOW Q 6'-0" 4'-0" 1" DBLE. PN. CLEAR F.F. VINYL F.F. OPENABLE SL. DOOR � 3'-0" 6'-8" 1 3/4" H.B W.D. STAIN W.D. F.F. EXT. DOOR DOOR 0 3'-0" 6'-8" 1 3/4" H.B W.D. STAIN W.D. F.F. INT. DOOR * SEE A5 FOR THE EAGRESS WINDOW IN THE BEDROOM WALL LEGEND: NEW WALL EXISTING WALL WALL TO BE DEMOLISHED NOTES: 3 I PROVIDE I/2" FIRE -SHIELD C WALLBOARD OR I/2" A5 FIRE -SHIELD G DURASAN LAMINATED TO I/4" GYPSUM SOUND DEADENING WALLBOARD NAILED TO BOTH SIDES 2 X 4 STUDS, SPACED 16" O.C. FROM SILL TO ROOF DECK, 26 GALVANIZED SHEET GAGE DUCT PENETRATIONS WITHOUT OPENING INTO GARAGE. STC. GA # WP334 I Q BATHTUB, SHOWER FLOORS � WALLS ABOVE BATHTUBS W/-� INSTALLED SHOWER HEAD* IN SHOWER COMPARTMENTS A5 SHALL BE FINISHED W/ A NONABSORBENT SURFACE. SUCH WALL SURFACES SHALL EXTEND TO A HIGHT OF NOT LESS THAN 72" ABOVE THE FLOOR PER CRC 8307.2. PROVIDE TEMP GLASS ® LANDINGS SHALL NOT BE MORE THAN 7.75" LOWER THAN THRESHOLD FOR EXTERIOR ENTRY DOOR PER CRC R3 I I .3 ALL NON COMPLIANT EXISTING PLUMBING FIXTURES, AS WELL AS ALL NEW FIXTURES, NEED TO COMPLY WITH CPC 201 3 WATER CONSERVING FIXTURE. SEE WATER CONSERVING PLUMBING FIXTURE TABLE ON SHEET A I © EGRESS WINDOW. MUST COMPLY WITH 7 MINIMUM EGRESS REQUIREMENTS SEE DETAIL A5 0 GAS RANGE � VENTILATION HOOD 100 CFM. MIN. FLOW RATE, DUCT O=5" L= 35' SEE NOTE I I OF "ELECTRICAL NOTES" ON SHEET A-2 TYP. OF ,5i�ma Dc--sign «ss ALMADr.N >=xFWY- UNFINI5HED .`�U I "�. 2o7 BASEMENT/ F i ona: (650) 969 558 STORM 5HELTER u �n (N) WALL 2XG @ I G" O.C. PER IRC K3 1 0. 1 EXCEPTION, NO EMERGENCY ESCAPE IS REQUIRED IL 12'-9" 2'-G" 00, z 01 3 BASEMENT ELOOK FLAN SCALE : %4" = I '-0" 34'-2" 20'-0" 5'-0" NEW ADDITION A --------- 20'- I 1 ° A3. ---------------- - 221-711 NEW ADDITION --------- -- 20'-311 141-411 A3. I O A 5'-1" A3. _ � r___ 2 O O � z w O El(E) MASTER BEDROOM O I I U REVISIONS O o B = - - B. A. CL05ET DN �2 o v BE _ 6 15 12 T B 5 MENT � EX151TNG GARAGE O 0 Lu z I - G �2 8-8-18 B. A. I I HR. WALL SEE 0 O AND 3 z 3 9-21-18 B. A. I z I N O 5 I - o ® �� 5— — — CLOSET z o OO LI I HR. WALL SEE cv Q I AND 3 --�-__ 3 7 z (E) FAMILY ROOM (E) DINING ROOM o KITCHEN = Q 63 I AREA LIVING OOM B O� _ NEW IN LAW UNIT o 0 SD 3 2 LF 0 D C6 � z = — 00 TEMP. 0 GLASS B W O 2 CONC. DECK FOR LANDINGS N o - � o SEE NOTE ® m _ ------ C NEW ISLAND 5'-8" 41-1011 A3. LLJ ct� NEW ADDITIO O o NEW FOYER v NEW WALK-IN CLOSET 0 010 NEW KITCHEN z © (E) BEDROOM I ~� FROFOSED ELOOK PLAN N N,,a O — — o o O SCALE : 1411 = 1 �_C�� Lu 0sv mommi O'sv `� N FOR LANDINGS `n M N SEE NOTE ® C\j " U U 151-4116 -8 = NEW BEDROOM 3 �� m Date: 4-28-2018 (E) BEDROOM 2 NEW WALK-IN CLOSE Drawn By: B.A. Checked By: 0 003-12-10343 Blaney Ct 6 (E) CONC. 6 PAGE NO: A200i SCALE; 221-011 32'- 10" 101-01 NEW TYPE A COMPOSITE ROOFING TYP. 7q 6455 ALMADE.N E.XFWY- SUIT1=. Zo7 San Jose GA 95 i Zo Fiionao (650) 464-i 558 Lfi lfi J jf��a I , I I I j� I I I I I I I I 0 0 F)ROPOSED EAST ELEVATION EXISTING EAST ELEVATION SCALE : 4" -" = 1 '0SCALE : 4" = 1 '-0" NEW INTERIOR NEW IN LAW UNIT ADDITION NEW TYPE A COMP05ITE NEW TYPE A COMP051TE ROOFING TYP. EXISTING 5HAKE ROOFING TYP. EXISTING CHIMNEY ROOFING 5'-0" ROOF RIDGE (HOUSE) NP' 12 MATCH EX 5TING REVISIONS 5/2 ROOFS OPE 6-15-12 B. A. A2�2 8-8-18 B. A. 8'-9" CEILLING PLATE � O Ln �n NEW BRICK FACADE o 11 0 TO MATCH EXISTING TYP. 01 NEW BRICK FACADE TO MATCH EXISTING PROF05ED NORTH ELEVATION TYP. SCALE : 4" = I '-0" O U EXISTING WOOD SHAKE EXISTING CHIMNEY ROOFING ROOF RIDGE 15'-8 TYF " (HOUSE) W ROOF RIDGE 14'-1 " I� N ------- -- — — — — — — — — — — — —— ---------------- ------ ------ F. C. 8'-01 O 0 0 O N BRICK FACADE O TYP. u u F. F. 0'-6" CPADF 7711 Date: 4-28-2018 EXISTING NORTH ELEVATION Drawn By: B.A. SCALE : 4' = 1 '-0" Checked By: 003-12-10343 Blaney Ct PAGE NO: A 3 OF: SCALE; NEW IN LAW UNIT ROOF RIDGE 15'-8" 12 (HOUSE) 5 )/2� ROOF RIDGE 14'-1 " 64ss ALMADE.N E.XFWY- MATCH EX15TING (GARAGE) SUITE. zoo ROOF SLOPE 5-� Jose GA9sizo 12 Ftiona_ (650) 464—i 558 5/2 -------------------------- LEI-- EEE z .LILJ L--]L=J ....-.. F. 0'-6" rLL4 Eg±- MATCH ALL WALL f PROPOSED WEST ELEVATION CCE550R UNIT' EXISTING WEST ELEVATION SCALE : 41' — 1 '-0" EX15TING HOUSE - SCALE : 4" = I '-0" NEW IN LAW UNIT op 0,NEW INTERIOR ADDITION REVISIONS (N) ASPHALT COMP051TION ROOF, 6-15-12 B. A. MATCH EX15TING ROOF RIDGE 151-711 TYP. (A.D.U.) 2 8-8-18 B. A. CEILLING PLATE 8'-9" 0 0 F. F. 01-01 O FROPOSED SOUTH ELEVATION SCALE : 4" = 1 '-0" O ROOF RIDGE 15'-8" (HOUSE) ROOF RIDGE 14'-1 " N (GARAGE) F. C. 8'-6" r� u u Date: 4-28-2018 O N D Drawn By: B.A. F. F. 0'-6" Checked By: EXISTING SOUTH ELEVATION 003-12-10343 Blaney Ct SCALE : 4" = 1 '-0" PAGE N❑: A3 b SCALE; FKOF05ED FRONT (NORTH) ELEVATION SCALE :3/ 6" = I' -O" ROOF RIDGE �7" FROF05ED REAR (50UTH) ELEVATION SCALE : 3/6 " = I' -O" 2 --- -0 -- - 5 A Z:�) LL, I I U IN VV LZ:�) SCALE . 4" = 11-011 0 @-SECTI ON NORTh 4 v - ✓l�rlLL 4 — I -v V.I.F. FOOTING V.I.F. 0 E SECTION NORTh NEW COMP051TION SHINGLES ROOFING CLA55 "A" MIN. MATERIAL TO MATCH EX15TING BAFFLE (2) LAYER 15 # FELT 0/ 1/2 " SHEATH 2 X BLOCKING W/ 2"X8" ATTIC VENT W/ CORROSION RESISTANT INSET SCREEN 2 x FASCIA BD. 2G GA. GALV. TO SPLICE TO SPLICE 1/2" CDX PLYWD. MIN. (ALT. I xG T*G PLANKS) W/ RADIANT BARRIER. STUCCO EXTERIOR O/ 2 LAYERS OF GRADE "D" PAPER 0/ 2x WD STUDS @ I G" O.C. W/ K- 13 BATT IN5UL IN CAVITY A5 KEQ'D FOAM TRIM AROUND OPENI DBL PANE CL GL NAIL ON AL. FR. WIN. (VINYL FR. WIN. OPTION) 2G GA. GALV. D5 PTD TO MATCH ADJ. CONT. METAL WEEP HOLE SCREED FIN. GRADE W W > 0 ;rm� Q U' CONC. 5/8" GWB CEILING K-30 BATT IN5UL. 112" GWB WALL 2x4 STUDS @ I G" O.C. W/ 8d @ G" O.C. EDGES 12" O.C. FEILD 4 X 8 HEADER TYP. U.N.O PINE WD STOOL TRIM PTD A5 REQ'D (TYP. @ WIN) K-1 3 BATT IN5UL 50LE PLATE 0 � D a IF ND. SEE SHEET 5-2 WALL 5ECTION ALE : N.T.S. 6455 ALMADE.N E.XPWY- SUITE. 207 San Jose GA95 i Zo Fki na: (650) 464-i 558 REVISIONS 6-15-12 B. A. 8-8-18 B. A. Date: 4-28-2018 Drawn By: B.A. Checked By: 003-12-10343 Blaney PAGE No: A3 SCALE: 0 NEW FAN IN ALL BATHROOMS, SEE NOTE 8, "ELECTRICAL NOTES" TYP. NEW EXTERIOR OUTLET SEE NOTE 5 ON ELECTRICAL * MECHANICAL NOTES. Q SMOKE DETECTOR SEE NOTE 7 ON ELECTRICAL * MECHANICAL NOTES. TYP. ® PROVIDE A DEDICATED GFCR OUTLET FOR DISPOSAL, D15HWA5H COOK TOP, OVEN, * REFRIGERATOR. ELECTRICAL & MECHANICAL NOTES: 1.) LAYOUTS ARE SCHEMITIC ONLY. CONTRACTOR SHALL SIZE ALL NECESSARY EQUIPMENT TO FURNISH A COMPLETE HEATING AND ELECTRICAL SYSTEM. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS AND CALCULATIONS PER CODES. 2.) CONTRACTOR SHALL VERIFY SIZE OF ELECTRICAL PANELS AND/OR SERVICE AND SHALL NOTIFY THE OWNER AND DESIGNER IF ADDITIONAL CAPACITY AND/OR EQUIPMENT IS REQUIRED. CONTRACTOR SHALL INCLUDE UPGRADE, IF REQUIRED, WITH BID. 3.) ALL ELECTRICAL AND MECHANICAL WORK SHALL COMPLY WITH ALL APPLICABLE CODES AND STANDARDS. 4.) UNLESS OTHERWISE NOTED, ALL EQUIPMENT SUCH AS SUBPANELS, WIRING, JUNCTION BOXES, SWITCHES, OUTLETS, RECESSED FIXTURES, ETC., TO BE SUPPLIED BY ELECTRICAL SUBCONTRACTOR. 5.) PROVIDE WATER PROOF ELECTRICAL OUTLET WITH GASKETS FOR ALL PLUGS AT EXTERIOR WALLS. G.) SEE TITLE 24 ENERGY COMPLIANCE MANDATORY MEASURES FOR ALL ADDITIONAL REQUIREMENTS. 7.) SMOKE DETECTORS SHALL BE HARDWIRED AND INTERCONNECTED, ALL SHALL BE I 10 VOLTS WITH BATTERY BACKUP. SMOKE ALARM LOCATIONS PER CBC 907.2.1 1.3. • IONIZATION - AT LEAST 20 FEET HORIZONTALLY FROM PERMANENTLY INSTALLED COOKING APPLIANCES. • IONIZATION WITH SILENCING SWITCH - AT LEAST 10 FEET HORIZONTALLY FROM PERMANENTLY INSTALLED COOKING APPLIANCES. • PHOTO ELECTRIC - AT LEAST G FEET HORIZONTALLY FROM PERMANENTLY INSTALLED COOKING APPLIANCES • ALL TYPES - AT LEAST 3 FEET HORIZONTALLY FROM DOOR OR OPENING OF A BATHROOM THAT CONTAINS A BATHTUB OR SHOWER. 8.) PROVIDE A NEW FAN IN ALL BATHROOMS, BATH FANS SHALL PROVIDE A MINIMUM OF 50 CUBIC FEET PER MINUTE MECHANICAL VENTILATION, AND SHALL BE VENTED TO THE EXTERIOR (AT LEAST 3 FEET AWAY FROM ANY AIR INTAKE INTO THE BUILDING). THE FAN MUST BE AN ENERGY STAR EXHUST FAN, AND MUST BE CONTROLLED BY A HUMIDITY CONTROL (CALGREEN 4.506. 1). 9.) ALL RECESSED FIXTURES SHALL BE SUPPLIED AND INSTALLED BY SUBCONTRACTOR. THESE FIXTURES SHALL BE HALO UNLESS OTHERWISE NOTED. 10.) ALL 125 -VOLT, 15 -AND 20 -AMPERE RECEPTACLE OUTLETS SHALL BE LISTED TAMPER-RESISTANT RECEPTACLES PER CEC 406. I I. 1 1.) PROVIDE EXHAUST FAN IN KITCHEN AREA PER CEC 201 G AND ASHRAE G2.2 100 CFM MIN. RE -CIRCULATING RANGE HOOD THAT DO NOT EXHAUST POLLUTANTS TO THE OUTSIDE CAN NOT BE USED 12). VENT THE DRYER TO THE EXTERIOR OF THE BUILDING AND MAINTAIN 30 TO OPENINGS INTO THE BUILDING. THE VENT (EXHAUST DUCT) OF DOMESTIC CLOTHES DRYERS MUST MEET THE FOLLOWING REQUIREMENTS: MAXIMUM LENGTH (COMBINED HORIZONTAL AND VERTICAL AND INCLUDING ANY ELBOWS): 14 FEET MAXIMUM 90 DEGREE ELBOWS: 2 IF MORE THAN TWO 90 -DEGREE ELBOWS, DEDUCT 2 FEET FROM ALLOWED VENT LENGTH FOR EACH ADDITIONAL ELBOW. FOLLOW THE MANUFACTURER INSTALLATION INSTRUCTIONS NOTE: THE USE OF BOOSTER FANS TO INCREASE THE ALLOWABLE VENT LENGTH 15 NOT PERMITTED. 13). PROVIDE BACKFLOW PREVENTORS ON ALL HOSE BIBES 14). BPROVIDE BALANCING VALVE FOR ALL TUB/SHOWERS. 15). PROVIDE SEPARATE ELECTRICAL CIRCUITS FOR: DISPOSAL, DISHWASHER, FAU, (2) 20 AMP SMALL APPLIANCE, 20 AMP FOR THE BATH AND 20 AMP FOR LAUNDRY ROOMS, FOR JACUZZI MOTORS IF ANY, AND WASTE AND STORM SUMP PUMPS. I G). DEDICATED 220 30 AMP. GFCI OUTLET FOR ELEC. DRYER 17). ALL BRANCH CIRCUITS THAT SUPPLY 120 -VOLT, SINGLE PHASE, 15- * 20- AMPERE OUTLETS INSTALLED IN A DWELLING UNIT SHALL BE ARC -FAULT CIRCUIT INTERRUPTER (AFCI) PROTECTED PER CEC 210.12(B) ELECTRICAL PLAN SYMBOLS: RECESSED MOUNT L.E.D. FIXTURE WALL MOUNTED L.E.D. SENSOR OR DIMMER T INTERIOR FIXTURE I- WALL MOUNTED L.E.D. MOTION / PHOTO SENSOR EXTERIOR FIXTURE -6,41 MOTION ACTIVATED VACANCY SENSOR SWITCH -641 VACANCY SENSOR SWITCH 69 " THREE WAY SWITCH f,q SINGLE POLE SWITCH DUPLEX RECEPTACLE OUTLET DUPLEX RECEPTACLE OUTLET ON GROUND A� FAULT INTERRUPTER DUPLEX RECEPTACLE ARC OUTLET ON GROUND AW FAULT INTERRUPTER �}} DIMMER SWITCH O COMBINATION EXHAUST FAN AND LED LIGHT SMOKE DETECTOR AS PER CRC 201 G © CARBON MONOXIDE ALARM AS PER CRC 201 G Q SINGLE HUNG L.E.D FIXTURE P9VT INTERNET CONNECTION BATHROOM REQUIRMENTS: 1. SMOKE ALARMS ARE REQUIRED IN ALL SLEEPING ROOMS AND THEIR ACCESS HALLWAYS, PLUS AT LEAST ONE PER FLOOR LEVEL OR BASEMENT, PER CALIFORNIA BUILDING CODE SECTION 907.2.10. 2. VENTILATION REQUIREMENTS: A. PROVIDE A MINIMUM OF 50 CUBIC FEET PER MINUTE MECHANICAL VENTILATION. B. BATH FANS SHALL BE VENTED TO THE EXTERIOR (AT LEAST 3 FEET AWAY FROM ANY AIR INTAKE INTO THE BUILDING). C. BATHROOMS SHALL BE MECHANICALLY VENTILATED WITH AN ENERGY STAR EXHAUST FAN, AND MUST BE CONTROLLED BY A HUMIDITY CONTROL (CALGREEN 4.506. 1). 3. TOILET REQUIREMENTS: A. TOILET SPACES SHALL BE AT LEAST 30" WIDE; WITH AT LEAST 24" CLEAR IN FRONT OF THE WATER CLOSET. B. ALL NEW WATER CLOSETS SHALL BE LOW -FLOW (I .G GALLONS MAXIMUM FLUSH). C. TOILET BASE SHALL BE CAULKED TO FINISHED FLOOR. 4. TUB * SHOWER REQUIREMENTS: A. SHOWER WALL FINISH (TILE OR OTHER IMPERVIOUS MATERIAL) SHALL EXTEND A MINIMUM OF 70" ABOVE THE DRAIN. B. ALL SHOWER COMPARTMENTS, REGARDLESS OF SHAPE, SHALL HAVE A MINIMUM FINISHED INTERIOR OF 1,024 SQUARE INCHES AND SHALL ALSO BE CAPABLE OF ENCOMPASSING A 30 -INCH CIRCLE. C. SAFETY GLAZING IS REQUIRED FOR TUB AND SHOWER ENCLOSURES, PANELS, AND DOORS. D. BASE MATERIAL BENEATH SHOWER PAN SHALL SLOPE I/4 INCH PER FOOT MINIMUM TO A 2 -INCH DRAIN. E. TUB * SHOWER VALVES MUST BE APPROVED PRESSURE -BALANCED OR THERMOSTATIC MIXING TYPE ADJUSTED TO 1 20°F MAXIMUM. F. STEAM SHOWERS SHALL HAVE AN APPROVED MEMBRANE AND A SLOPED CEILING (2" PER FOOT MINIMUM). 5. ELECTRICAL REQUIREMENTS: A. EACH BATHROOM MUST BE PROVIDED WITH A MINIMUM OF ONE 20 -AMP CIRCUIT. B. GFCI PROTECTION SHALL BE PROVIDED FOR ALL RECEPTACLE OUTLETS. AT LEAST ONE OUTLET SHALL BE PROVIDED ADJACENT TO EACH SINK. C. LIGHTING SHALL BE PROVIDED BY HIGH EFFICIENCY FIXTURES (E.G. FLUORESCENT) OR BE CONTROLLED WITH AN OCCUPANT SENSOR WITH CONTROL THAT DOES NOT ALLOW THE FIXTURE(S) TO BE AUTOMATICALLY TURNED ON OR ALLOW THE FIVTI IPF T(-) RF Al WAVC, (-)NI I Ir -HT RVTI IPFS /l\/FP TI IRC, Amn ,sigma esi r 6455 ALMADE.N E.XPVVY- sulTe. 207 San Jose GA95 i Zo Fki na: (650) 464-i 558 } Q G G G � IL REVISIONS Date: 4-28-2018 Drawn By: B.A. Checked By: 003-12-10343 Blaney I PAGE No: A4 I OF: SCALE: NOTE: NO W. R. GYP. BD. IN INSIDE BATHING FIXTURE'S WALL WIZEN TILING TI LE GROUT THINSET METHOD CEMENT, FIBER CEMENT OR GLASS MAT BOARD BACKER PER CBC 2509.2 MEMBRAINE 2X STUD NOTE: V NO W.R. GYP. BD. IN INSIDE BATHING FIXTURE'S WALL WHEN TILING BATH/SHOWER WALL SCALE : N.T.S. ',TOT THE ACTUAL BATHROOM LAYOUT. FOR EACH BATHROOM LAY OUT SEE FLOOR PLAN: TYPICAL BATH/SHOWER REQUIRMENTS. SCALE : N.T.S. UPROVIDE A NEW FAN IN ALL BATHROOMS. BATH FANS SHALL PROVIDE A MINIMUM OF 50 CUBIC FEET PER MINUTE MECHANICAL VENTILATION, AND SHALL BE VENTED TO THE EXTERIOR (AT LEAST 3 FEET AWAY FROM ANY AIR INTAKE INTO THE BUILDING). OGFCI PROTECTION SHALL BE PROVIDED FOR ALL RECEPTACLE OUTLETS. AT LEAST ONE OUTLET SHALL BE PROVIDED ADJACENT TO EACH SINK. OSHOWER WALL NON-ABSORBANT FINISH (TILE OR OTHER IMPERVIOUS MATERIAL) SHALL EXTEND A MIN. OF 70" ABOVE THE DRAIN. SEE DETAIL 2 ®SHOWER COMPARTMENTS, SHALL HAVE A MINIMUM FINISHED INTERIOR OF 1,024 SQUARE INCHES AND SHALL ALSO BE CAPABLE OF ENCOMPASSING A 30 -INCH CIRCLE. OCOMPLIANT PLUMBING FIXTURE WATER CLOSET 1 .28 GAL./FLUSH SHOWER HEAD 2.0 GAL./MINUTE FAUCET 1.5 GAL. MINUTE SEE "WATER CONSERVING PLUMBING FIXTURES " TABLE ON SHEET T52 © PROVIDE SAFETY GLAZING OAPPROVED PRESSURE -BALANCED VALVES OR THERMOSTATIC MIXING TYPE ADJUSTED TO 1209f MAX. ®BASE MATERIAL BENEATH SHOWER PAN SHALL BE SLOPE /4 INCH PER FOOT MIN. TO A 2 -INCH DRAIN. 9 SHOWER FIXTURES SHALL NOT DIRECTLY FACE /DISCHARGE TOWARDS THE SHOWER ENCLOSURE DOOR RIDGE VENT SCALE : N.T.S. COR -A -VENT V-600 I I" W/COMP. SHINGLE ROOFING, TYPICAL APPLICATION 111 \/ 111 CTA VC THING STRAW WATTLE EROSION CONTROL MEASURE SCALE : N.T.S. 1' FASTENER 2114' #G TYPE "W" DRYWALL SCREWS SPACED G" O.C. WALL BOARD JOINTS NEW I x6 TSG SHEATHING @ COVERED BY TAPE * JOINT NEW ROOFING EXPOSED EAVES COMPOUND, FASTENER HEAD COVERED WITH JOINT 2x4 FLAT @ 32" O.C. @ I x WALL INSULATION DECKING COMPOUND 1cr WALL FINISH i� NEW ROOF RAFTER - SEE FRAMING PLAN NEW 2x FASCIAS 2X4 @ I G" WALL STUDS DOUBLE WALL PLATES SINGLE BOTTOM PLATE 1/2" FIRE -SHIELD C _/WALLBOARD OR 112" FIRE -SHIELD G DURASAN LAMINATED TO 1/4" GYPSUM FASTENER 214' #6 TYPE "W" SOUND DEADENING DRYWALL SCREWS SPACED WALLBOARD NAILED TO G" O.C. WALL BOARD JOINTS BOTH SIDES 2 X 4 STUDS, COVERED BY TAPE * JOINT SPACED I G"O.C.GA # COMPOUND, FASTENER WP334 1 HEAD COVERED WITH JOINT COMPOUND 3HOUR ASSEMBLY WOOD WALL & STC 45 SCALE : N.T.S. 2 1 " CLR. 0 PENABLE /10 AREA N Q �v \7 5Cl/ft MIN1NM MINIMUM SIZE WINDOW FOR 20" CLEAR WIDTH 36" CLR. OPENABLE AREA / /5.7 5q/ft \ MINIMUM_—A MINIMUM SIZE WINDOW FOR 24" CLEAR HEIGHT FLOOR CONTRACTOR TO VERIFY THAT AT LEAST ONE WINDOW UNIT IN (N) BEDROOMS MEETS THE ABOVE EGRESS REQIRMENTS PRIOR TO ROUGH OPENING FRAMING FOR UNITS STRAW WATTLE EROSION CONTROL MEASURE SCALE : N.T.S. SOD SHEATHING FOR Z AT ALL NEW WALLS OTCHED FOR 2x4 FLAT LEVATION FOR FINISH RAKE DETAIL SCALE : N.T.S. Li STREET LATERAL SEWER HOUSE LATERAL SEWER I A. nLE N0. STANDARD CLEANOUT DETAIL J SP -248 SP DR. BY: HJP DATE: 05/13/03 CK. BY: DMT DATE: 05/14/03 APPROVED. BY: % DATE:S rS,3 NOTES: 1. MINIMUM PIPE SLOPE DETERMINED BY BUILDING DEPARTMENT. 2. LATERAL SEWER CLEANOUT TO BE SAME SIZE AS LATERAL SEWER. 3. AT LEAST 6 -INCH CLEARANCE BETWEEN VALVE CAP AND INSIDE OF BOX REQUIRED. 8 STANDARD CLEANOUT SCALE : N.T.S. 35 AL 6455 ALMADE.N E.Xf WY - SUITE. 207 San Jesse GA 951 2 Phone: (650) 464-1 558 REVISIONS Date: 4-28-2018 Drawn By: B.A. Checked By: 003-12-10343 Blaney I PAGE N0. A50F:I SCALE: CO `VNV Q0O W S. BLANEY AVE.