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7 - Revised Plan Set approved at PC.pdfr Uj z Uj AREA INTRUDING_ CORNER TRIANGLE TO REMAIN AT 8' PT.HT 4'1 4'' I I I I I I I 0.1 I I FLOW I I (E) TREE I I _ I I o L I I ,ri I I I N rSLjP I I FLOW (E) CON RETE I I I I (E) GRASS 1841 SQ.FT 15.04 658 SQ.FT. TOTAL LANDSCAPE AREA 2499 SQ. FT. I I 2. ALL DRAWINGS ARE TO BE USED IN CONCERT WITH EACH OTHER. IF THE � PROPERTY LINE 90' - SUBMITTAL OF BIDS. SITE VISITS DURING BIDDING SHALL BE COORDINATED I I I I I SQ. FT. � FF� I I I I I EXISTING COLORS AND TEXTURES. 3. NOTATIONS MARKED "TYPICAL" (TYP.) SHALL BE CONSISTENT THROUGHOUT ALL � I F_ I I L I _ ENTRY (NOT INCLUDED) I I LU I ARE FOUND, THE CONTRACTOR SHALL PROMPTLY REQUEST FROM THE DESIGNER COMPLY WITH LOCAL ORDINANCES. I I z I I Y Y 26 % I I � information obtained from existing drawings and/or field measurements. Q I I 6. BUILDING ELEVATION REFERENCES ARE FROM DIRECT APPLICATION OF FINISH Q removed, these shall be brought to the attention of the Contractor or Engineer FLOOR DATUM (MAIN ENTRANCE). CONTRACTOR SHALL INCLUDE REQUIRED immediately prior to any further demolition. DEPRESSIONS AND/OR PROJECTIONS IN ACHIEVING REQUIRED ELEVATIONS. I rn 00I D. Remove and relocate (e) mechanical, electrical, plumbing and other items not indicated CD I Ia- Lol � WIC BEDROOMS I I I I O ~ LU OO 4 I 1 CONTRACTOR DO NOT GUARANTEE EXISTING CONDITIONS INDICATED ON THESE zl OO \ LL ILL I I ()o_CDw I z LU N I I J 01 I I (D �I \� I I ¢ 0_I � _ I I I I I IOf I z E I � 0 REMOVED GROUND IMMEDIATELY I I - GAS LINE I r- - I FOUNDATION SHALL BE - _ _ _ _ - L I l I I 6% z J I I z I BUILDING AT A SLOPE OF FLOW Q NOT LESS THAN 5% FOR Li (E) WATI R LINE I I ICn CD I wl Iw o ~ I I I I I 1?1 23'-4" _IU I I I I I I I I I I N I I I I I ` I I I I I I I I I w D.S. (N) TREES FOR PRIVACY 30% ANGLE ON EACH SIDE WINDOW FOR ALL WINDOWS ON SIDE AND REAR WITH SILLS MORE THAN 5' ABOVE FINISH SECOND FLOOR AND ROOF DECKS ITALIAN CYPRESS _ - - 2' PUE - - VTALIAN CYPRESS i \ (E) CONCRETE i SPLASH BLOCK (E) POOLCD MIN 24" LONG �� i� I WAY FROM BLDG, TYP `� i� N (%.PANEL TO BE UPGRADED 36'-3" �� 1'-8" 11'-10" 1ST FLOOR SETBACK 20' � - - - ADDITION 1 ST FLO R D.S. 68 SQ T \ ADDITION 2ND FLOOR I - 980 SQ FT NEW oN GARAGE Y L 480.5 SQ FT Q 00 LU U) IY O (E) RESIDENCE o 1,371.31 SQ FT o 2ND FLOOR SETBACK 25' GENERAL NOTES A. ALL TREE PROTECTIVE FENCING SHALL BE INSTALLED & INSPECTED BY LOCAL JURISDICTION AND SHALL REMAIN IN PLACE THROUGHOUT CONSTRUCTION. B. NO CONSTRUCTION EQUIPMENT OR PRIVATE VEHICLES SHALL PARK OR BE STORED WITHIN THE DRIP LINE OF ANY ORDINANCE PROTECTED TREES ON THE SITE. C. APPROVED NUMBERS OR ADDRESSES SHALL BE PLACED ON ALL NEW AND EXISTING BUILDINGS IN SUCH A POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. NUMBERS SHALL CONTRAST WITH THEIR BACKGROUND. ALL UTILITIES FOR NEW CONSTRUCTION SHALL BE UNDERGROUND. FOR REMODELS AND RENOVATIONS, CHECK W/ LOCAL JURISDICTIONS. (E) GARAG ILij � 374 SQ F D.S. I> --------- ---- �� o D.S.] 1ST OR SETBACK 20 j i - _ c ir (E) GRASS 46'-8" Ln LANDSCAPE CONCRE E BE 0-4 00 CD (E) GRASS ��� EP D W/ VERS (E) DRIVEWAY b� 0 Lij 10 CO CONCRETE TO BE REP CED W/PAVERS CORNER TRIANGLE, 40'_ \� _ _ PROPERTY LIE 70' ENTRANCE EAVE NOT TO EXTEND MORE THAN 3 EET -7 FRONT-SETBAC TO PROPERTY LINE. BETTE AVE 11 1 ??'-1 n" SITE PLAN SCALE: I/B" = 1'-0" 10 I(3 Iw Iw w I CONCRETE TO BE I" REPLACED W/PAVERS I 20'- " I I CD I N o I I (N) TREE I RBUTUS MA 1NA - I - I I I I I I I I I I I I I 14.36' �o s LANDSCAPE CALCS: HOUSE/GARAGE 1,824.5 SQ.FT. (E) POOL 510 SQ.FT. CONCRETE 1658 SQ.FT. TOTAL HARDSCAPE AREA 3,992.5 SQ.FT. (E) GRASS 1841 SQ.FT (N) PAVERS 658 SQ.FT. TOTAL LANDSCAPE AREA 2499 SQ. FT. FRONT YARD PERVIOUS CALCS: SUSPECT MATERIAL HAS BEEN PROPERLY ABATED. 2. ALL DRAWINGS ARE TO BE USED IN CONCERT WITH EACH OTHER. IF THE 10. CONTRACTOR SHALL VERIFY, AT SITE, ALL EXISTING CONDITIONS PRIOR TO PROPERTY LINE 90' - SUBMITTAL OF BIDS. SITE VISITS DURING BIDDING SHALL BE COORDINATED I WITH THE OWNER IN ACCORDANCE WITH PROVISIONS OF THE SPECIFICATIONS. CRITERIA. REFER TO THE ARCHITECTURAL DRAWINGS FOR EXACT PLACEMENT, SQ. FT. ORIENTATION AND COORDINATION OF WORK. INFORMATION SHOWN IN THE 11. CONTRACTOR SHALL PROTECT ALL EXISTING WORK. ANY DAMAGED WORK I SHALL BE REPLACED WITH THE SAME MATERIALS, INCLUDING MATCHING THE PRECEDING REFERENCE DRAWINGS. EXISTING COLORS AND TEXTURES. 3. NOTATIONS MARKED "TYPICAL" (TYP.) SHALL BE CONSISTENT THROUGHOUT ALL � I F_ LIKE OR SIMILAR KIND. 480.5 SQ. FT. (E) GRASSLU I 4. DO NOT SCALE THE DRAWINGS. THE CONTRACTOR SHALL FIELD VERIFY ENTRY (NOT INCLUDED) CONSTRUCTION CONDITIONS AND DIMENSIONS PRIOR TO ORDERING, 14. GRADING PLANS, DRAINAGE IMPROVEMENTS, ROAD AND ACCESS FABRICATING, AND INSTALLATION OF ANY ASSOCIATED WORK. IF DISCREPANCIES I ARE FOUND, THE CONTRACTOR SHALL PROMPTLY REQUEST FROM THE DESIGNER COMPLY WITH LOCAL ORDINANCES. CLARIFICATION PRIOR TO COMMENCEMENT OF ASSOCIATED WORK. SQ. FT. � I I LU 26 % MASONRY, FACE OF EXTERIOR STUDS, CENTERLINE OF STRUCTURAL COLUMNS A. Existing construction shown on drawings as well as these drawings are based upon AND BEAMS, OR CENTERLINE OF INTERIOR STUDS, UNLESS OTHERWISE NOTED. information obtained from existing drawings and/or field measurements. CLEAR DIMENSIONS ARE INDICATED FROM FINISHED SURFACES OF MATERIALS OR of B. Contractor shall verify all existing field conditions prior to starting construction. 6. BUILDING ELEVATION REFERENCES ARE FROM DIRECT APPLICATION OF FINISH IQI removed, these shall be brought to the attention of the Contractor or Engineer FLOOR DATUM (MAIN ENTRANCE). CONTRACTOR SHALL INCLUDE REQUIRED immediately prior to any further demolition. DEPRESSIONS AND/OR PROJECTIONS IN ACHIEVING REQUIRED ELEVATIONS. I CEILING HEIGHTS ARE REFERENCED TO FINISHED SURFACES UNLESS OTHERWISE D. Remove and relocate (e) mechanical, electrical, plumbing and other items not indicated CD on plans, as required for construction of remodeled area. All areas to be patched and 7 Lol 7. KEYNOTES USED ON THE DRAWINGS ARE FOR ASSEMBLIES, MATERIAL BEDROOMS REFERENCES AND NOTES. REFER TO THE KEYNOTE LEGEND ON THE RESPECTIVE BATHROOMS 0 CD ~ LU KEYNOTES REFERENCED MAY BE APPLICABLE TO SIMILAR TYPE DRAWINGS. 4 8. EXISTING WORK IS SHOWN FOR REFERENCE ONLY. THE OWNER AND CONTRACTOR DO NOT GUARANTEE EXISTING CONDITIONS INDICATED ON THESE zl DOCUMENTS. I JI ry LU 01 �I 0_I � _ I I I (E) TF I E I TO BE REMOVED GROUND IMMEDIATELY (ADJACENT TO THE I FOUNDATION SHALL BE ISLOPED AWAY FROM THE z I BUILDING AT A SLOPE OF Q NOT LESS THAN 5% FOR Li I A MINIMUM DISTANCE OF X10 FEET CRC R401.3 o ~ Y I I _IU I ICO I o o I w LU �` I I � O O I ILL I I IF- F - IW I W ID Q (E) GARAG ILij � 374 SQ F D.S. I> --------- ---- �� o D.S.] 1ST OR SETBACK 20 j i - _ c ir (E) GRASS 46'-8" Ln LANDSCAPE CONCRE E BE 0-4 00 CD (E) GRASS ��� EP D W/ VERS (E) DRIVEWAY b� 0 Lij 10 CO CONCRETE TO BE REP CED W/PAVERS CORNER TRIANGLE, 40'_ \� _ _ PROPERTY LIE 70' ENTRANCE EAVE NOT TO EXTEND MORE THAN 3 EET -7 FRONT-SETBAC TO PROPERTY LINE. BETTE AVE 11 1 ??'-1 n" SITE PLAN SCALE: I/B" = 1'-0" 10 I(3 Iw Iw w I CONCRETE TO BE I" REPLACED W/PAVERS I 20'- " I I CD I N o I I (N) TREE I RBUTUS MA 1NA - I - I I I I I I I I I I I I I 14.36' �o s LANDSCAPE CALCS: HOUSE/GARAGE 1,824.5 SQ.FT. (E) POOL 510 SQ.FT. CONCRETE 1658 SQ.FT. TOTAL HARDSCAPE AREA 3,992.5 SQ.FT. (E) GRASS 1841 SQ.FT (N) PAVERS 658 SQ.FT. TOTAL LANDSCAPE AREA 2499 SQ. FT. FRONT YARD PERVIOUS CALCS: 100% PERVIOUS DRIVEWAY/WALKWAY PAVERS 515 SQ.FT. (40%) GRASS 770 SQ.FT. TOTAL FRONT YARD AREA 1285 SQ.FT. BETTE AVE RESIDENCE ADDITION 10550 BETTE AVE CUPERTINO, CA 95014 GENERAL NOTES 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE CALIFORNIA CODE OF 9. MATERIALS SUSPECTED OF CONTAINING ASBESTOS THAT ARE DISCOVERED REGULATIONS (TITLE 24) AND ALL OTHER LOCAL CODES AND ORDINANCES OF THE DURING THE PROGRESS OF THE WORK SHALL BE REPORTED TO THE OWNER. GOVERNING AUTHORITY HAVING JURISDICTION, AND AS IDENTIFIED UNDER WORK IN THAT PARTICULAR AREA SHALL BE SUSPENDED UNTIL THE OWNER APPLICABLE CODES ON THIS SHEET. IT IS THE INTENT OF THESE DOCUMENTS TO TESTS THE SUSPECT MATERIAL AND IT IS FOUND TO BE SAFE, OR UNTIL THE COMPLY THERETO. SUSPECT MATERIAL HAS BEEN PROPERLY ABATED. 2. ALL DRAWINGS ARE TO BE USED IN CONCERT WITH EACH OTHER. IF THE 10. CONTRACTOR SHALL VERIFY, AT SITE, ALL EXISTING CONDITIONS PRIOR TO CONTRACTOR DISCOVERS ANY DISCREPANCY BETWEEN THE DOCUMENTS, HE SUBMITTAL OF BIDS. SITE VISITS DURING BIDDING SHALL BE COORDINATED SHALL PROMPTLY REQUEST FROM THE DESIGNER CLARIFICATION OF GOVERNING WITH THE OWNER IN ACCORDANCE WITH PROVISIONS OF THE SPECIFICATIONS. CRITERIA. REFER TO THE ARCHITECTURAL DRAWINGS FOR EXACT PLACEMENT, SQ. FT. ORIENTATION AND COORDINATION OF WORK. INFORMATION SHOWN IN THE 11. CONTRACTOR SHALL PROTECT ALL EXISTING WORK. ANY DAMAGED WORK LARGEST GRAPHIC ARE INTENDED TO SUPPLEMENT INFORMATION OF SMALLER, SHALL BE REPLACED WITH THE SAME MATERIALS, INCLUDING MATCHING THE PRECEDING REFERENCE DRAWINGS. EXISTING COLORS AND TEXTURES. 3. NOTATIONS MARKED "TYPICAL" (TYP.) SHALL BE CONSISTENT THROUGHOUT ALL 12. CONTRACTOR(S) SHALL BE RESPONSIBLE FOR THEIR OWN CLEANUP AS WORK SUCH REFERENCE NOMENCLATURE, SYMBOLS AND DRAWING INDICATIONS OF PROGRESSES. LIKE OR SIMILAR KIND. 480.5 SQ. FT. ENTRY (NOT INCLUDED) 13. ALL WORK IS NEW UNLESS OTHERWISE NOTED. 4. DO NOT SCALE THE DRAWINGS. THE CONTRACTOR SHALL FIELD VERIFY ENTRY (NOT INCLUDED) CONSTRUCTION CONDITIONS AND DIMENSIONS PRIOR TO ORDERING, 14. GRADING PLANS, DRAINAGE IMPROVEMENTS, ROAD AND ACCESS FABRICATING, AND INSTALLATION OF ANY ASSOCIATED WORK. IF DISCREPANCIES REQUIREMENTS, AND ENVIRONMENTAL HEALTH CONSIDERATIONS SHALL ARE FOUND, THE CONTRACTOR SHALL PROMPTLY REQUEST FROM THE DESIGNER COMPLY WITH LOCAL ORDINANCES. CLARIFICATION PRIOR TO COMMENCEMENT OF ASSOCIATED WORK. SQ. FT. TOTAL SQUARE FOOTAGE AREA NOTES FOR REMODELING AND ADDITIONS: 5. DIMENSIONS ARE RELATED SPECIFICALLY TO FACE OF CONCRETE, FACE OF 26 % MASONRY, FACE OF EXTERIOR STUDS, CENTERLINE OF STRUCTURAL COLUMNS A. Existing construction shown on drawings as well as these drawings are based upon AND BEAMS, OR CENTERLINE OF INTERIOR STUDS, UNLESS OTHERWISE NOTED. information obtained from existing drawings and/or field measurements. CLEAR DIMENSIONS ARE INDICATED FROM FINISHED SURFACES OF MATERIALS OR ASSEMBLIES. B. Contractor shall verify all existing field conditions prior to starting construction. 6. BUILDING ELEVATION REFERENCES ARE FROM DIRECT APPLICATION OF FINISH C. If existing structural members are encountered during demolition which are not as to be FLOORING APPLIED TO THE STRUCTURAL FLOOR SUBSTRATE OF THE GROUND removed, these shall be brought to the attention of the Contractor or Engineer FLOOR DATUM (MAIN ENTRANCE). CONTRACTOR SHALL INCLUDE REQUIRED immediately prior to any further demolition. DEPRESSIONS AND/OR PROJECTIONS IN ACHIEVING REQUIRED ELEVATIONS. STORIES CEILING HEIGHTS ARE REFERENCED TO FINISHED SURFACES UNLESS OTHERWISE D. Remove and relocate (e) mechanical, electrical, plumbing and other items not indicated NOTED. on plans, as required for construction of remodeled area. All areas to be patched and BEDROOMS repaired to match existing. 7. KEYNOTES USED ON THE DRAWINGS ARE FOR ASSEMBLIES, MATERIAL BEDROOMS REFERENCES AND NOTES. REFER TO THE KEYNOTE LEGEND ON THE RESPECTIVE BATHROOMS DRAWING FOR THE INFORMATION WHICH RELATES TO EACH KEYNOTE. NOT ALL KEYNOTES REFERENCED MAY BE APPLICABLE TO SIMILAR TYPE DRAWINGS. 4 8. EXISTING WORK IS SHOWN FOR REFERENCE ONLY. THE OWNER AND CONTRACTOR DO NOT GUARANTEE EXISTING CONDITIONS INDICATED ON THESE DOCUMENTS. PROJECT INFORMATION DESIGNER: D -SQUARE STUDIO 2193 SUMMERTON DR, SAN JOSE, CA (408) 625-9171 juand@d-squarestudio.com STRUCTURAL: AQX ENGINEERING 6525 CROWN BLVD SAN JOSE, CA (408) 229-3517 chyou88@gmail.com ZONING: R-1-10 - SINGLE FAMILY TYPE OF CONST: V -B APN: 369-26-016 LOT SIZE: 6,657.1 SQ. FT. EXISTING AREA S1 S2 S3 PROPOSED AREA TOTAL FIRST FLOOR AREA 1,371.31 SQ. FT. TOTAL FIRST FLOOR AREA 1344 SQ. FT. TOTAL SECOND FLOOR AREA N/A ce TOTAL SECOND FLOOR AREA 980 SQ. FT. TOTAL LIVABLE AREA 1,371.31 SQ. FT. TOTAL LIVABLE AREA 2,324 SQ. FT. O ( S6 ROOF FRAMING PLANS TOTAL GARAGE AREA 373.3 SQ. FT. TOTAL GARAGE AREA 480.5 SQ. FT. ENTRY (NOT INCLUDED) 110 SQ. FT. ENTRY (NOT INCLUDED) 34 SQ. FT. SURVEY SCALE ENTRY (INCLUDED) 12.6 SQ. FT. TOTAL SQUARE FOOTAGE AREA 1,744.61 SQ. FT. TOTAL SQUARE FOOTAGE AREA 2,817.1 SQ. FT. FLOOR AREA RATIO 26 % T-1.0 LAND SURVEY FLOOR AREA RATIO 43 % A-6.2 POWER PLAN LOT COVERAGE area covered by all structures 1,854.61 SQ. FT. Overhangs 276.16 SQ. FT, TOTAL 2,130.77 / 6,657.1 (32%) LOT COVERAGE area covered by all structures 1,871 SQ. FT. Overhangs 395.3 SQ. FT. 2,266.3/6,657.1 34% TITLE 24 STORIES 1 DATE STORIES 2 BEDROOMS 3 BEDROOMS 4 BATHROOMS 2 BATHROOMS 4 CODES APPLICABLE CODES: 2016 CALIFORNIA BUILDING CODE (CBC) 2016 CALIFORNIA RESIDENTIAL CODE (CRC) 2016 CALIFORNIA REFERENCE STANDARDS CODE (CRSC) 2016 CALIFORNIA ELECTRICAL CODE (CEC) 2016 CALIFORNIA MECHANICAL CODES (CMC) 2016 CALIFORNIA PLUMBING CODE (CPC) 2016 CALIFORNIA FIRE CODE (CFC) 2016 CALIFORNIA ENERGY CODE 2016 CALIFORNIA GREEN BUILDING STANDARDS CODE 2016 CALIFORNIA EXISTING BUILDING CODE (CEBC) 0 VICINITY MAP �1a5566ette Avenue SHEET INDEX ARCHITECTURAL STRUCTURAL REVISIONS: A-0.0 A-0.1 A-1.0 0 S1 S2 S3 I --I � U O A-2.0 EXISTING / DEMO PLAN Ln d� ce Q � � FLOOR PLANS Erob SECOND FLOOR FRAMING PLAN O ( S6 ROOF FRAMING PLANS & SITE PLAN A-4.1 i IO REVISIONS: A-0.0 A-0.1 A-1.0 TITLE SHEET - SITE PLAN CAL GREEN NOTES AREA CALCULATIONS S1 S2 S3 STRUCTURAL NOTES STRUCTURAL DETAILS STRUCTURAL DETAILS A-2.0 EXISTING / DEMO PLAN S4 SUBFLOOR & FOUNDATION PLAN SHEET TITLE SHEET A-2.1 FLOOR PLANS S5 SECOND FLOOR FRAMING PLAN A-3.1 SECTIONS S6 ROOF FRAMING PLANS & SITE PLAN A-4.1 ELEVATIONS A-4.2 A-5.1 ELEVATIONS ROOF PLAN TOPOGRAPHIC SURVEY SCALE AS SHOWN A-6.1 LIGHTING PLAN T-1.0 LAND SURVEY A-6.2 POWER PLAN BEST MANAGEMENT PRACTICES (CITY OF CUPERTINO) TITLE 24 DATE 3.1.2017 T24-1 TITLE 24 T24-2 TITLE 24 PROJECT DESCRIPTION REMODELING OF MAIN FLOOR 1.372 SQ.FT. INCLUDING KITCHEN, LIVING ROOM, DINING, FAMILY ROOM, (N) LAUNDRY ROOM, (N) BATHROOM. ADDITION OF 68SQ.FT. TO THE BACK FOR NEW BEDROOM. AND 11 SQ.FT. TO LIVING ROOM 107.2 SQ.FT. OF EXISTING MAIN FLOOR RECONFIGURED AS PART OF GARAGE FOR COMPLIANCE (20X20 CLEAR AREA) ADDITION OF NEW SECOND FLOOR 980 FOR (N) MASTER BEDROOM AND (N) MASTER BATHROOM, (N) 2 BEDROOMS AND (N) 2 BATHROOMS DEMO AREA OF GARAGE CURRENTLY OVER FRONT SETBACK (31 SQ.FT.) ADDITION TO GARAGE AREA OF 107.2 SQ.FT. TO COMPLY WITH 20'X20' CLEAR PARKING AREA PRJ. No. 12017-05 DRAWN BY: www.d-squarestudio.com 408-625-9171 A-0.0 PLANS ARE NOT FOR CONSTRUCTION UNLESS APPROVED AND STAMPED BY BUILDING DEPARTMENT. DIVISION 4.3 WATER EFFICIENCY AND CONSERVATION (INDOOR WATER USE 4.303.1 WATER CONSERVING PLUMBING FIXTURES AND FITTINGS: 20% REDUCTION OF WATER USE ARE NOW PRESCRIPTIVELY DESIGNATED WITHIN CALGREEN TEXT. PLUMBING FIXTURES AND FITTINGS SHALL COMPLY WITH THE FOLLOWING: 4.303.1.1 WATERS CLOSETS: < 1.28 GAL/FLUSH 4.303.1.2 URINALS: < 0.5 GAL/FLUSH 4.303.1.3.1 SINGLE SHOWERHEADS: < 2.0 GPM @ 80 PSI 4.303.1.3.2 MULTIPLE SHOWERHEADS: COMBINED FLOW RATE OF ALL SHOWERHEADS AND/OR OTHER SHOWER OUTLETS CONTROLLED BY A SINGLE VALVE SHALL NOT EXCEED 2.0 GPM @ 80 PSI OR ONLY ONE SHOWER OUTLET IS TO BE IN OPERATION AT A TIME 4.303.1.4.1 RESIDENTIAL LAVATORY FAUCETS: < 1.5 GPM 60 PSI 4.303.1.4.2 LAVATORY FAUCETS IN COMMON AND PUBLIC USE AREAS OF RESIDENTIAL BUILDINGS: < 0.5 GPM @ 60 PSI 4.303.1.4.3 METERING FAUCETS: < 0.25 GALLONS PER CYCLE 4.303.1.4.4 KITCHEN FAUCETS: < 1.8 GPM ® 60 PSI; TEMPORARY INCREASE TO 2.2 GPM ALLOWED BUT SHALL DEFAULT TO 1.8 GPM 4.303.2 STANDARDS FOR PLUMBING FIXTURES AND FITTINGS: SPECIFIES THAT PLUMBING FIXTURES AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE WITH THE CALIFORNIA PLUMBING CODE. RELOCATES PROVISIONS FOR MULTIPLE SHOWERHEADS TO SECTION 4.303.1.3.2. 4.304.1 -OUTDOOR WATER USE -IRRIGATION CONTROLS AUTOMATIC IRRIGATION SYSTEM CONTROLLERS FOR LANDSCAPING PROVIDED BY THE BUILDER AND INSTALLED AT THE TIME OF FINAL INSPECTION SHALL COMPLY WITH: 1) CONTROLLER SHALL BE WEATHER OR SOIL MOISTURE -BASED THAT AUTOMATICALLY RESPOND TO THE PLANTS NEEDS AS WEATHER CONDITION CHANGE 2) WEATHER -BASED WITHOUT INTEGRAL RAIN SENSORS OR COMMUNICATION SYSTEMS THAT ACCOUNT FOR LOCAL RAINFALL SHALL HAVE SEPARATE WIRED OR WIRELESS RAIN SENSORS THAT CONNECT OR COMMUNICATE WITH THE CONTROLLERS. SOIL MOISTURE -BASED CONTROLLERS ARE NOT REQUIRED TO HAVE RAIN SENSOR INPUT. INSTALL SEALED COMBUSTION FURNACE INSTALL HIGH EFFICIENCY AIR CONDITIONING WITH ENVIRONMENTALLY PREFERABLE REFRIGERANTS USE DUCT MASTIC ON ALL DUCT JOINTS AND SEAMS CAL GREEN 4.303.1 AS AN ALTERNATE TO PRESCRIPTIVE COMPLIANCE, A 20% REDUCTION IN BASELINE WATER USE SHALL BE DEMONSTRATED THROUGH CALCULATIONS CAL GREEN 4.406.1 JOINTS AND OPENINGS. ANNULAR SPACES AROUND PIPES, ELECTRIC CABLES, CONDUITS OR OTHER OPENINGS IN PLATES AT EXTERIOR WALLS SHALL BE PROTECTED CAL GREEN 4.503.1 GAS FIREPLACE SHALL BE A DIRECT -VENT SEALED -COMBUSTION TYPE. WOOD STOVE OR PELLET STOVE SHALL COMPLY W/ US EPA PHASE II EMISSION LIMITS CAL GREEN 4.505.2 VAPOR RETARDER AND CAPILLARY BREAK IS INSTALLED AT SLAB ON GRADE FOUNDATIONS CAL GREEN 4.505.3 19% MOISTURE CONTENT OF BUILDING FRAMING MATERIALS CAL GREEN 702.1 HVAC SYSTEM INSTALLERS ARE TRAINED AND CERTIFIED IN THE PROPER INSTALLATION OF HVAC SYSTEMS DUCT OPENINGS AND OTHER RELATED AIR DISTRIBUTION COMPONENT OPENINGS SHALL BE COVERED DURING CONSTRUCTION. HARDWOOD PLYWOOD VENEER CORE TIGHTLY SEAL THE AIR BARRIER BETWEEN GARAGE AND LIVING AREA (PERFORMANCE TEST REQUIRED). PARTICLEBOARD INSULATE ALL HOT WATER PIPES. MEDIUM DENSITY FIBERBOARD USE TRADITIONAL TRUNK, BRANCH, & TWIG PLUMBING WITH DEMAND CONTROLLED CIRCULATION LOOPS. 0.13 USE LOW-VOC OR ZERO-VOC PAINT (< 50 GPL VOCs REGARDLESS OF SHEEN) cr USE LOW-VOC COATINGS THAT MEET SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT RULE 1113. O www.agmd.gov/rules/reg/reg 11 /r1113.pdf -c� USE LOW-VOC CAULKS, CONSTRUCTION ADHESIVES AND SEALANTS THAT MEET SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT RULE 1168. www.agmd.gov/rules/reg/reg 11 /r1168.pdf REDUCE FORMALDEHYDE IN INTERIOR FINISHES. MEET CURRENT CA AIR RESOURCES BOARD (CARB) AIRBORNE TOXIC CONTROL MEASURE (ATCM) FOR COMPOSITE WOOD FORMALDEHYDE LIMITS BY MANDATORY COMPLIANCE DATES. CGBC TABLE 4.504.5. ALL CARPET AND 50% OF RESILIENT FLOORING SHALL BE LOW EMITTING. INSTALL ENERGY STAR DISHWASHER, CLOTHES WASHER THAT MEETS CEE TIER 2 REQUIREMENTS (MODIFIED ENERGY FACTOR 2.0, WATER FACTOR 6.0 OR LESS), AND ENERGY STAR QUALIFIED REFRIGERATOR LESS THAN 25 CUBIC FEET CAPACITY. DIVISION 4.4 MATERIAL CONSERVATION & RESOURCE EFFICIENCY 4.406.1 -RODENT PROOFING SPECIFIES THE AREAS NEEDING RODENT PROOFING ARE SOLE/ BOTTOM PLATES. ANNULAR SPACES AROUND PIPES, ELECTRIC CABLES, CONDUITS, OR OTHER OPENINGS IN SOLE/BOTTOM PLATES AT EXTERIOR WALLS SHALL BE CLOSED WITH CEMENT MORTAR, CONCRETE MASONRY OR A SIMILAR METHOD ACCEPTABLE TO THE ENFORCING AGENCY TO PREVENT PASSAGE OF RODENTS. 4.408.1 -CONSTRUCTION WASTE REDUCTION BY AT LEAST 50 PERCENT RECYCLE AND/OR SALVAGE FOR REUSE A MIN. OF 50% OF THE NON -HAZARDOUS CONSTRUCTION AND DEMOLITION DEBRIS RECYCLE AND/OR SALVAGE FOR REUSE A MINIMUM OF 50% OF THE NON HAZARDOUS CONSTRUCTION AND DEMOLITION WASTE IN ACCORDANCE WITH EITHER SECTION 4.408.2, 4.408.3 OR 4.408.4; OR MEET A MORE STRINGENT LOCAL CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT ORDINANCE. DOCUMENTATION IS REQUIRED PER SECTION 4.408.5. EXCEPTIONS: 1 - EXCAVATED SOIL AND LAND -CLEARING DEBRIS. 2 - ALTERNATE WASTE REDUCTION METHODS DEVELOPED BY WORKING WITH LOCAL ENFORCING AGENCIES IF DIVERSION OR RECYCLE FACILITIES CAPABLE OF COMPLIANCE WITH THIS ITEM DO NOT EXIST OR ARE NOT LOCATED REASONABLY CLOSE TO THE JOBSITE. 3 - THE ENFORCING AGENCY MAY MAKE EXCEPTIONS TO THE REQUIREMENTS OF THIS SECTION WHEN ISOLATED JOBSITES ARE LOCATED IN AREAS BEYOND THE HAUL BOUNDARIES OF THE DIVERSION FACILITY. 4.408.2 -CONSTRUCTION WASTE MANAGEMENT PLAN A CONSTRUCTION WASTE MANAGEMENT PLAN SHALL BE SUBMITTED FOR APPROVAL. SEE CAL GREEN 4.408 FOR REQUIREMENTS 4.408.2.1 -DOCUMENTATION DOCUMENTATION OF COMPLIANCE WITH THE CONSTRUCTION WASTE MANAGEMENT PLAN SHALL BE PROVIDED TO THE CITY DEMONSTRATING COMPLIANCE. THE PLAN SHALL BE UPDATED AS NECESSARY AND ACCESSIBLE DURING CONSTRUCTION. SEE CITY FOR FORMS 4.408.3 -WASTE MANAGEMENT COMPANY UTILIZE A WASTE MANAGEMENT COMPANY, APPROVED BY THE ENFORCING AGENCY, WHICH CAN PROVIDE VERIFIABLE DOCUMENTATION THAT DIVERTED CONSTRUCTION AND DEMOLITION WASTE MATERIALS MEET THE REQUIREMENTS IN SECTION 4.408.1. 4.410 -BUILDING MAINTENANCE AND OPERATION AN OPERATION AND MAINTENANCE MANUAL ACCEPTABLE TO THE CITY SHALL BE AVAILABLE AT FINAL INSPECTION AND SHALL BE PLACED IN THE BUILDING. SEE CALL GREEN 4.410 FOR MANUAL REQUIREMENTS DIVISION 4.5 ENVIRONMENTAL QUALITY 4.503.1 -FIREPLACES ANY GAS FIREPLACE SHALL BE A DIRECT -VENT, SEALED -COMBUSTION TYPE. ANY WOOD FIREPLACE OR PELLET STOVE SHALL COMPLY WITH THE US EPA PHASE II EMISSION LIMITS 4.504.1 -COVERING OF DUCT OPENINGS AND PROTECTION OF MECHANICAL EQUIPMENT DURING CONSTRUCTION DURING STORAGE ON THE CONSTRUCTION SITE, DURING ROUGH INSTALLATION AND UNTIL FINAL STARTUP OF THE HEATING AND COOLING EQUIPMENT, ALL DUCTS AND OTHER RELATED AIR DISTRIBUTION COMPONENT OPENINGS SHALL BE COVERED WITH TAPE, PLASTIC, SHEET METAL OR OTHER METHOD ACCEPTABLE TO THE CITY 4.504.2.1 -ADHESIVES, SEALANT AND CAULKS ALL ADHESIVES, ADHESIVE BONDING PRIMERS, ADHESIVE PRIMERS, SEALANTS, SEALANT PRIMERS AND CAULKS SHALL COMPLY WITH THE VOC LIMITS SHOWN IN TABLE 4.504.1 AND 4.504.2 OR LIMITS ESTABLISHED BY THE BAY AREA AIR QUALITY DISTRICT, WHICHEVER IS MORE RESTRICTIVE. SEE CAL GREEN 4.504 FOR TABLES AEROSOL ADHESIVES, SMALLER UNIT SIZES OF ADHESIVES AND SEALANT OR CAULKING COMPOUNDS THAT DO NOT WEIGH MORE THAN 1 POUND OR CONSIST OF MORE THAN 16 FLUID OUNCES SHALL COMPLY WITH STATEWIDE VOC STANDARDS AND OTHER REQUIREMENTS 4.504.2.2 -PAINTS AND COATINGS ARCHITECTURAL PAINTS AND COATINGS SHALL COMPLY WITH THE VOC LIMITS SHOWN IN TABLE 4.504.3 4.504.2.3 -AEROSOL PAINTS AND COATINGS AEROSOL PAINTS AND COATINGS SHALL COMPLY WITH THE VOC LIMITS SHOWN IN TABLE 1 OF THE BAY AREA AIR MANAGEMENT DISTRICT REGULATION 8, RULE 9 4.504.2.4 -VERIFICATION VERIFICATION OF COMPLIANCE WITH THE VOC LIMITS SHALL BE PROVIDED TO THE CITY THAT MAY INCLUDE BUT IS NOT LIMITED TO MANUFACTURER'S PRODUCT SPECIFICATIONS OR ON-SITE PRODUCT CONTAINERS 4.504.3 - CARPET SYSTEMS ALL CARPET INSTALLED IN THE BUILDING INTERIOR SHALL MEET THE TESTING AND PRODUCT REQUIREMENTS OF ONE OF THE FOLLOWING: 1 - CARPET AND RUG INSTITUTE'S GREEN LABEL PLUS PROGRAM 2 - 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.) 3 - NSF/ANSI 140 AT THE GOLD LEVEL 4 - SCIENTIFIC CERTIFICATIONS SYSTEMS INDOOR ADVANTAGE GOLD 4.504.3 - CARPET CUSHION ALL CARPET CUSHION INSTALLED IN THE BUILDING INTERIOR SHALL MEET THE REQUIREMENTS OF THE CARPET AND RUG INSTITUTE'S GREEN LABEL PROGRAM. 4.504.3 - CARPET ADHESIVE ALL CARPET ADHESIVES SHALL MEET THE REQUIREMENTS OF TABLE 4.504.1 4.504.5 - COMPOSITE WOOD PRODUCTS 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 IN THE AIR RESOURCES BOARD'S AIR TOXICS CONTROL MEASURE FOR COMPOSITE WOOD (17 CCR 93120 ET. SEQ.), ON OR BEFORE THE DATES SPECIFIED IN THOSE SECTIONS AS SHOWN IN TABLE 4.504.5. DOCUMENTATION IS REQUIRED PER SECTION 4.504.5.1. DEFINITION OF COMPOSITE WOOD PRODUCTS: COMPOSITE WOOD PRODUCTS INCLUDE HARDWOOD PLYWOOD, PARTICLEBOARD, AND MEDIUM DENSITY FIBERBOARD. "COMPOSITE WOOD PRODUCTS" DO NOT INCLUDE HARDBOARD, STRUCTURAL PLYWOOD, STRUCTURAL PANELS, STRUCTURAL COMPOSITE LUMBER, ORIENTED STRAND BOARD, GLUED LAMINATED TIMBER, PREFABRICATED WOOD I -JOISTS, OR FINGER -JOINTED LUMBER, ALL AS SPECIFIED IN CCR, TITLE 17, SECTION 93120.1(A). CAL -GREEN NOTES 4.505 -INTERIOR MOISTURE CONTROL 4.505.2 -CONCRETE SLAB FOUNDATIONS CONCRETE SLAB FOUNDATIONS SHALL HAVE A VAPOR RETARDER PER THE CBC AND PROVIDE A CAPILLARY BREAK BY ONE OF THE FOLLOWING: 1) A 4 INCH THICK BASE OF 1/2 INCH OR LARGER CLEAN AGGREGATE WITH A VAPOR BARRIER IN DIRECT CONTACT WITH THE CONCRETE AND A CONCRETE MIX DESIGN THAT WILL ADDRESS BLEEDING, SHRINKAGE AND CURLING 2) OTHER EQUIVALENT METHODS APPROVED BY THE CITY 3) A SLAB DESIGN SPECIFIED BY A LICENSED DESIGN PROFESSIONAL 4.505.2.1-CAPILLAR BREAK A CAPILLARY BREAK SHALL BE INSTALLED IN COMPLIANCE WITH AT LEAST ONE OF THE FOLLOWING: 1 - A 4 -INCH (101.6 MM) THICK BASE OF 1/2 -INCH (12.7 MM) OR LARGER CLEAN AGGREGATE SHALL BE PROVIDED WITH A VAPOR RETARDER IN DIRECT CONTACT WITH CONCRETE AND A CONCRETE MIX DESIGN WHICH WILL ADDRESS BLEEDING, SHRINKAGE AND CURLING SHALL BE USED. FOR ADDITIONAL INFORMATION, SEE AMERICAN CONCRETE INSTITUTE, ACI 302.2R-06. 2 - OTHER EQUIVALENT METHODS APPROVED BY THE ENFORCING AGENCY. 3 - A SLAB DESIGN SPECIFIED BY A LICENSED DESIGN PROFESSIONAL. 4.505.3 -MOISTURE CONTENT OF BUILDING MATERIALS BUILDING MATERIALS WITH VISIBLE SIGNS OF WATER DAMAGE SHALL NOT BE INSTALLED WALL AND FLOOR FRAMING SHALL NOT BE ENCLOSED WHEN THE FRAMING MEMBERS EXCEED 19% MOISTURE CONTENT. MOISTURE CONTENT SHALL BE VERIFIED BY THE FOLLOWING: 1) MOISTURE CONTENT SHALL BE DETERMINED WITH EITHER A PROBE -TYPE OR CONTACT -TYPE MOISTURE METER 2) MOISTURE READINGS SHALL BE TAKEN BETWEEN 2 AND 4 FEET FROM THE GRADE STAMPED END OF EACH PIECE VERIFIED 3) AT LEAST 3 RANDOM MOISTURE READINGS SHALL BE PERFORMED ON WALL AND FLOOR FRAMING WITH DOCUMENTATION ACCEPTABLE TO THE CITY PROVIDED AT THE TIME OF APPROVAL TO ENCLOSE THE WALL AND FLOOR FRAMING INSULATION PRODUCTS THAT ARE VISIBLY WET OR HAVE HIGH MOISTURE CONTENT SHALL BE REPLACED OR ALLOWED TO DRY PRIOR TO ENCLOSURE OF THE WALL OR FLOOR CAVITIES. WET -APPLIED INSULATION PRODUCTS SHALL FOLLOW THE MANUFACTURE'S DRYING RECOMMENDATIONS PRIOR TO ENCLOSURE Table 4.504.5, FORMALDEHYDE LIMITS Maximum Formaldehyde Emissions in Parts per Million PRODUCT CURRENT LIMIT HARDWOOD PLYWOOD VENEER CORE 0.05 HARDWOOD PLYWOOD COMPOSITE CORE 0.05 PARTICLEBOARD 0.09 MEDIUM DENSITY FIBERBOARD 0.11 THIN MEDIUM DENSITY FIBERBOARD 0.13 4.506 -INDOOR AIR QUALITY AND EXHAUST 4.506.1 BATHROOM EXHAUST FANS MECHANICAL BATHROOM EXHAUST FANS SHALL COMPLY WITH THE FOLLOWING: 1) FANS SHALL BE ENERGY STAR COMPLIANT AND DUCTED TO TERMINATE OUTSIDE THE BUILDILNG 2) UNLESS FUNCTIONING AS A COMPONENT OF A WHOLE HOUSE VENTILATION SYSTEM, FANS SHALL BE CONTROLLED BY A HUMIDISTAT THAT IS READILY ACCESSBILE HUMIDISTAT CONTROLS SHALL BE CAPABLE OF ADJUSTING THE RELATIVE HUMIDITY BETWEEN 50% AND 80% DIVISION 4.5 -ENVIRONMENTAL QUALITY (ENVIRONMENTAL COMFORTI 4.507.2 HEATING AND AIR CONDITIONING SYSTEM DESIGN HEATING AND AIR CONDITIONING SYSTEMS SHALL BE SIZED, DESIGNED, AND EQUIPMENT SELECTED USING THE FOLLOWING METHODS: 1 - THE HEAT LOSS AND HEAT GAIN IS ESTABLISHED ACCORDING TO ANSI/ACCA 2 MANUAL J - 2004 (RESIDENTIAL LOAD CALCULATION), ASHRAE HANDBOOKS OR OTHER EQUIVALENT DESIGN SOFTWARE OR METHODS. 2 - DUCT SYSTEMS ARE SIZED ACCORDING TO ANSI/ACCA 1 MANUAL D - 2009 (RESIDENTIAL DUCT SYSTEMS), ASHRAE HANDBOOKS OR OTHER EQUIVALENT DESIGN SOFTWARE OR METHODS. 3 - SELECT HEATING AND COOLING EQUIPMENT ACCORDING TO ANSI/ACCA 3 MANUAL S - 2004 (RESIDENTIAL EQUIPMENT SELECTION) OR OTHER EQUIVALENT DESIGN SOFTWARE OR METHODS. EXCEPTION: USE OF ALTERNATE DESIGN TEMPERATURES NECESSARY TO ENSURE THE SYSTEM FUNCTIONS ARE ACCEPTABLE. 702.1 -INSTALLER TRAINING HVAC INSTALLERS SHALL BE TRAINED AND CERTIFIED IN THE PROPER INSTALLATION OF HVAC SYSTEMS INCLUDING DUCTS AND EQUIPMENT BY A NATIONALLY OR REGIONALLY RECOGNIZED TRAINING OR CERTIFICATION PROGRAM OR BE UNDER THE DIRECT SUPERVISION AND RESPONSIBILITY OF A PERSON TRAINED AND CERTIFIED 702.2 -SPECIAL INSPECTION WHEN REQUIRED BY THE CITY THE OWNER OR THE RESPONSIBLE ENTITY ACTING AS THE OWNER'S AGENT SHALL EMPLOY ONE OR MORE SPECIAL INSPECTORS TO PROVIDE INSPECTION OR OTHER DUTIES NECESSARY TO SUBSTANTIATE COMPLIANCE WITH THE CODE 702.3 -DOCUMENTATION DOCUMENTATION TO SHOW COMPLIANCE WITH THIS CODE SHALL INCLUDE BUT IS NOT LIMITED TO, CONSTRUCTION DOCUMENTS, PLANS, SPECIFICATIONS, BUILDER OR INSTALLER CERTIFICATION, INSPECTION REPORTS, SPECIAL INSPECTION OR OTHER METHODS ACCEPTABLE TO THE CITY THIS LIST IS NOT MEANT TO BE COMPREHENSIVE FOR ALL CHANGES OR CODE REQUIREMENTS. IT IS THE RESPONSIBILITY OF ALL PARTIES TO DESIGN, PLAN, INSTALL AND CONFORM TO ALL OF THE REQUIREMENTS IN COMPLIANCE WITH THE CALIFORNIA GREEN BUILDING STANDARDS CODE, OTHER CALIFORNIA CODES AND CITY ORDINANCES AS APPLICABLE z O H D D Q LU v z LU D Lr)LU w w m REVISIONS: CD Lf) Q U 0 z ry LU n U LU Q w LU m O L0 O SHEET 0 I --I � U NTS DATE O PRJ.NO. 2017-05 LU N I. -(V � Ln cr �.o 00 O a -c� 'I- i z O H D D Q LU v z LU D Lr)LU w w m REVISIONS: CD Lf) Q U 0 z ry LU n U LU Q w LU m O L0 O SHEET CAL GREEN NOTES SCALE NTS DATE 3.1.2017 PRJ.NO. 2017-05 DRAWN BY: www.d-squarestudio.com 408-625-9171 A -0.1 PLANS ARE NOT FOR CONSTRUCTION UNLESS APPROVED AND STAMPED BY BUILDING DEPARTMENT. EXISTING LOT COVERAGE CALCS FEI El TAG # CALCULATION AREA 1 B 16-2" X 38'-9" TAG # CALCULATION AREA 213 11'-8" X 1'-4" 15.6 SQ. FT. 313 48'-1/2" X 31'-8" EXISTING AREA CALCULATIONS 12'-4" X 2'-5" 1 48'-5" X 34'-8" 1,678.44 SQ. FT. ® � 513 10-8" X 2'-8" 28.76 SQ. FT. 613 11-7" X 3'-11 " 45.7 SQ. FT. TOTAL PROPOSED LOT COVERAGE 2,266.3 SQ. FT. 2 14'-9" X 30'-8" 452.33 SQ. FT.0 0 5 0 0 TAG # CALCULATION AREA 11A 12A 13A 13'-5" X 24'-10" 16'-5" X 17'-0" 16'-10" X 21'-9" 334 SQ. FT. 280 SQ. FT. 366 SQ. FT. GARAGE TOTAL SECOND FLOOR AREA TOTAL EXISTING LOT COVERAGE 2,130.77 SQ. FT. 1 1 ENTRANCE AREA ENCLOSED BY THREE WALLS 32% E 0 F�� 7 10A 5'-7" X 2'-3" 1 17'-11" X 20'-10" 373.3 SQ. FT. 0 TOTAL SECOND FLOOR AREA 980 SQ. FT. TOTAL GARAGE AREA 373.3 SQ. FT. 2,324 SQ. FT. O O2 0 TOTAL GARAGE AREA 480.5 SQ. FT. TOTAL COVERED ENTRANCE (3 WALLS) 0 1--I U C) .Q 0 V N L�) uj L_ (V "O Q 07 00 ( FLOOR AREA 2,817.1 SQ. FT. 3 4 5 17'-11" X 10'-10" 42-3" X 18'-3" 42'-3" X 9'-5" 1'-9" X 4'-9" 194.09 SQ. FT. 771.06 SQ. FT. 397.85 SQ. FT. 8.31 SQ. FT. TOTAL FLOOR AREA 1,371.31 SQ. FT. TOTAL FLOOR AREA 1,371.31 SQ. FT. TOTAL LIVABLE AREA 1,371.31 SQ. FT. BAY WINDOW MORE THAN V) TOTAL GARAGE AREA 373.3 SQ. FT. TOTAL SQUARE FOOTAGE AREA 1,744.61 SQ. FT. O O NOT COUNTED FLOOR AREA RATIO 26 % ENTRY PORCH 110 S.F OPEN @ 2 SIDES Xref G:\My Drive\02—Projects\03—Current\2017-05—Clayton—Cupertino\dwg\bldg (1).dwg (E) ROOF- PLAN SCALE: I/8" = 1'-0" PROPOSED LOT COVERAGE CALCS TAG # CALCULATION AREA 1 B 16-2" X 38'-9" 626.6 SQ. FT. 213 11'-8" X 1'-4" 15.6 SQ. FT. 313 48'-1/2" X 31'-8" 1519.2 SQ. FT. 413 12'-4" X 2'-5" 30.36 SQ. FT. 513 10-8" X 2'-8" 28.76 SQ. FT. 613 11-7" X 3'-11 " 45.7 SQ. FT. TOTAL PROPOSED LOT COVERAGE 2,266.3 SQ. FT. 1,344 SQ. FT. 34% (N) ROOF- PLAN SCALE: I/8" = I' -O" (El FIRST FLOOR PLAN SCALE: I/8" = 1'-0" Mirli ",,III 9 9 Emm LOVERED ENTRANCE (AREA ENCLOSED THREE WALLS 12.6 S.F COVERED ENTRANCE (OPEN TWO SIDES 34 S.F 0 9 (N) FIRST FLOOR PLAN SCALE: I/B" = 1'-0" (N) SECOND FLOOR PLAN SCALE: I/8" = I' -O" PROPOSED AREA CALCULATIONS TAG # CALCULATION AREA GARAGE 1A 22'-10" X 20'-10" 475.7 SQ. FT. 2A 1'-1/2" X 4'-3" 4.8 SQ. FT. TOTAL GARAGE AREA 480.5 SQ. FT. FIRST FLOOR AREA 3A 4A 5A 6A 7A 8A 9A 11-10" X 4'-5" 11'-9" X 10'-10" 12'-2" X 9'-6" 36'-3" X 13'-9" 14'-5" X 13'-11" 5'-7" X 11'-8" 17'-4" X 16'-5" 52.37 SQ. FT. 126.9 SQ. FT. 115.80 SQ. FT. 499.10 SQ. FT. 200.93 SQ. FT. 65 SQ. FT. 283.9 SQ. FT. TOTAL FIRST FLOOR AREA 1,344 SQ. FT. SECOND FLOOR AREA 11A 12A 13A 13'-5" X 24'-10" 16'-5" X 17'-0" 16'-10" X 21'-9" 334 SQ. FT. 280 SQ. FT. 366 SQ. FT. TOTAL SECOND FLOOR AREA 980 SQ. FT. ENTRANCE AREA ENCLOSED BY THREE WALLS 10A 5'-7" X 2'-3" 12.6 SQ. FT. TOTAL FIRST FLOOR AREA 1,344 SQ. FT. TOTAL SECOND FLOOR AREA 980 SQ. FT. TOTAL LIVABLE AREA 2,324 SQ. FT. TOTAL GARAGE AREA 480.5 SQ. FT. TOTAL COVERED ENTRANCE (3 WALLS) 12.6 SQ. FT. TOTAL SQUARE FOOTAGE AREA 2,817.1 SQ. FT. FLOOR AREA RATIO 43 % Lu U Z Lu D V)Lu cl� w Q w r_ Lu m REVISIONS: Lo d') Q U O z_ w 0- Z) U LLI Q LU w m O Lo O SHEET AREA CALCS SCALE %4° = V-0° DATE 3.1.2017 PRJ.No. 2017-05 DRAWN BY: www.d-squarestudio.com 408-625-9171 A-1.0 PLANS ARE NOT FOR CONSTRUCTION UNLESS APPROVED AND STAMPED BY BUILDING DEPARTMENT. (E) WALL TO REMAIN (E) ELECTRICAL PANEL ___________________ ______________ T_______� ________ _ __________ J I I , I I I II II III I I I I L -----------J II I I III I I I I I I j l I LL==J�==�J1 I I I I CRAWLII ,I I L------L------_J I I I I I I I I I ---i- LI_____J (El KITCHEN (E) BEDROOM Z I (E) BEDROOM B i I I I L (El FAMILY I ii I ,I r---------, I I II I ------------------ j I I I I I I I I I I I I I I -J L, I r ----- II r- J --, J----L-----'-J----1---------- I I I r-------� I I I I L J I I I f rT -------------------------rTl - - - - - - - - - - - - - - - - - - - - - - - - - - - - '-��-�-----------------------J L_ _J --------------------T,___J II II I LLQ___-- -------r------------------- ,I II I, r-------------------------------- I------- --------------------------------------- r- (E) BATH I I I I -i i I I �------- ------ I I I I I r----� r-----1 �1 IATTIC I II ;� �� I;IW.H; ____i II IIII I, I I I I I I I I I I I \1 . L ----J I I I I I' L ---------J I I I II I I I I r----7 I L ----J II L ----J I IIII II I I I r, �____________________________ i II I I L_____JL_______J r -==-----, -r------------------------- ' ' FUR (E)LAUNDRY I 1 1 I I I I' ' I I I L_____J I i --_Ll . , I I -------L---L_____J--I-`---/---J I I' I I I I I I I ' J I I , I I III i ' i i i i i I I (E) LIVING ROOM IL 1 1 L_____J I -------L, (E) MASTER BEDROOM I I (El GARAGE (El BATH (E) ENTRY F� ' I I I I I ' - I I, I I , I I I , I I , I I, I I, I , I 1--- J L J L---------------- ---------------1 I ------------ ----------------- ---------- L/ --------------J I i�J I I ___ ----- -----------V II I ' I , I , I I , I , , I ' L-- -------------------------------------------------- J I I I I I I I I I I I I I I I I I I I EXISTINCi DEMO/FLOOR PLAN SCALE: 1/14" = 1'-0" (E) WALL TO REMAIN LE=CjENO EXISTING FLOOR PLAN SCALE AS SHOWN [-----____-I WALL DEMO 0 O 2017-05 O EXISTING WALL O DEMO DOOR W � N Q 07ob c) T O (E) DOOR a DEMO WINDOW 0 3: (E) WINDOW Lu U Z Lu D V)Lu 0� Lu Q Lu r_ Lu m REVISIONS: Lo Q U O `Z LL1J 0- D U LLI `LU 1` 1 ML1J W O L i O SHEET EXISTING FLOOR PLAN SCALE AS SHOWN DATE 3.1.2017 PRJ.No. 2017-05 DRAWN BY: www.d-squarestudio.com 408-625-9171 A-2. 0 PLANS ARE NOT FOR CONSTRUCTION UNLESS APPROVED AND STAMPED BY BUILDING DEPARTMENT. IN n A A-4.0 sm cze re, E s i I I I I I I I J NEW SECOND FLOOR PLAN_ NEW FIRST FLOOR PLAN j ICAL PANEL 4 -- A A-4.0 STAIRWAY NOTES A. MINIMUM 36” WIDE STAIRS. CRC SECTION R311.7.1 B. 6 -FOOT 8 -INCH MINIMUM HEADROOM AT STAIRWAY CRC SECTION R311.7.2 C. RISERS TO BE UNIFORM (7 -3/4 -INCH MAXIMUM RISE AND 10 -INCH MINIMUM RUN) CRC SECTION R311.7.5 D. 1/2 " GYPSUM BOARD AT WALLS AND SOFFIT OF ENCLOSED USABLE SPACE UNDER STAIRS. CRC SECTION R302.7 E. HANDRAIL TO BE PROVIDED ON ONE SIDE AT STAIRWAYS WITH FOUR OR MORE RISERS. CRC SECTION R311.7.8 F. HANDRAILS TO HAVE A 1-1/4 -2 INCH GRIPPABLE CROSS SECTION, SO SHARP CORNERS AND AT A HEIGHT OF 34 INCHES TO 38 INCHES ABOVE NOSING, EXTEND CONTINUOUSLY FROM TOP TO BOTTOM RISER, AND TERMINATE AT NEWEL POST OR RETURN TO WALLS. CRC SECTION R311.7.8 G. HANDRAILS MAY BE PROJECTED INTO THE REQUIRED WIDTH OF THE STAIRWAY 4-1/2" AND SHALL PROVIDE 1-1/2 SPACE BETWEEN THE WALL AND HANDRAIL. CRC SECTION R311.7.1 AND R311.7.8.2 H. GUARD IS REQUIRED ON OPEN SIDE OF STAIRWAYS AT A HEIGHT OF 34" TO 38" AND SHALL HAVE INTERMEDIATE RAILS SPACED SUCH THAT A SPHERE 4-3/8 IN DIAMETER. CANNOT PASS THROUGH. CRC SECTION R312.1 AND R312.1.3 w z, J w a- 0 Of a - C,ENERAL NOTES A. LANDING AT EXT. DOORS SHALL BE THE WIDTH OF THE OPERABLE DOOR X 36" DEEP PER CBC 1008.1.5. THE LANDING SHALL NOT BE MORE THAN 7.75" BELOW THE TOP OF THE THRESHOLD PER CBC 1008.1.4. THRESHOLDS SHALL NOT EXCEED .5" MAX. DOWN FOR OUTWARD SWINGING DOORS, .75" FOR SLIDERS, AND 7.75" MAX. FOR INWARD SWING DOORS PER CRC R311.3 B. ALL SLEEPING ROOMS TO BE PROVIDED WITH ONE EGRESS ESCAPE/ RESCUE WINDOW. EGRESS WINDOW SHALL HAVE A MINIMUM NET CLEAR OPENABLE AREA OF 5.7 SQ. FT. MIN. CLR. HT. OF 24" AND A MIN. CLEAR WIDTH OF 20". BOTTOM OF THE CLEAR OPENING SHALL NOT BE MORE THAN 44" ABOVE FINISHED FLOOR, PER CBC SECTION 1026. C. SEE CAL GREE SHEET FOR WATER EFFICIENCY AND CONSERVATION (INDOOR WATER USE) D. PROVIDE 30" (W) MIN & 24" IN FRONT MIN CLR FOR ALL TOILETS E. PROVIDE DOOR STOPS FOR ALL INTERIOR DOORS F. PROVIDE MOISTURE RESISTANT, GYP.BD. & FIRE RATED IN ALL WET LOCATIONS. G. WHERE DEMOLITION AND NEW WORKS OCCUR, PATCH AND REPAIR (E) FINISHES TO MATCH (N) CONSTRUCTION. H. EXTEND DEMOLITION IS NOT LIMITED TO THE ITEMS NOTED. REMOVE ADDITIONAL ITEMS ADJACENT TO THE NEW CONSTRUCTION AS REQUIRED REMOVE FLOOR IN AREAS AFFECTED BY WALL DEMOLITION j. DRYER TO BE VENTED TO THE EXTERIOR WITH A BACKDRAFT DAMPER K. SAFETY GLAZING IN WALLS CONTAINING SHOWERS AND BATHTUB WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES ABOVE A STANDING SURFACE. L. SAFETY GLAZING AT HAZARDOUS LOCATIONS - SUCH AS IN DOORS AND WINDOWS: (1) ADJACENT TO AND WITHIN 24 INCHES OF EITHER EDGE OF DOORS; (2) WHERE TOP EDGE OF GLAZING IS MORE THAN 36 INCHES ABOVE THE FLOOR; (3) WINDOWS GREATER THAN 9 SF, CLOSER THAN 18" TO THE FLOOR AND WALKING SURFACES WITHIN 36 INCH HORIZONTAL OF THE WINDOW. LEGEND NEW 2X6 STUDS @ 16" O.C. D EXISTING WALLS NEW DOORS KEY NOTES O (N) 22"X30" ATTIC ACCESS, PROVIDE A 30" X 30" WORKING PLATFROM IN ATTIC SPACE, IN FRONT OF THE SERVICE SIDE OF MECHANICAL UNITS. INSTALL LIGHT FIXTURE IN ATTIC SPACE ABOVE WORKING PLATFORM @ MECHANICAL UNIT. O SHOWER & TUB -SHOWER COMBINATIONS SHALL BE PROVIDED WITH INDIVIDUAL CONTROL VALVES OF THE PRESSURE BALANCE OR THE THERMOSTATIC MIXING VALVE TYPE. O PROVIDE SMOOTH, HARD, NONABSORBENT SURFACE (E.G., CERAMIC TILE OR FIBERGLASS) FULL HEIGHT (72" MIN.) AT SHOWER AND TUB -SHOWER WALLS. ® LANDING AT EXT. DOORS X 36" DEEP. THE LANDING SHALL NOT BE MORE THAN 7.75" BELOW THE TOP OF THE THRESHOLD. THRESHOLDS SHALL NOT EXCEED 7.75" MAX. FOR INWARD SWING O (N) CRAWL SPACE ACCESS © NEW ELECTRICAL PANEL LOCATION O TANKLESS WATER HEATER ® 5/8" MIN. GYP. BOARD FROM FOUNDATION TO ROOF SHEATHING ON THE GARAGE SIDE AT SEPARATION WALL BETWEEN GARAGE AND RESIDENCE. EXTEND 5/8" TYPE'X' GYP.BD. THROUGH ATTIC SPACE TO UNDERSIDE OF ROOF SHEATHING. ALL DUCT PENETRATING THE SEPARATION SHALL BE CONSTRUCTED OF NOT LESS THAN 26 GAUGE GALVANIZED STEEL AND BE CONTINUOUS WITHOUT OPENINGS OR NONMETALLIC CONNECTIONS, PIPING PENETRATIONS TO BE METAL INCLUDING PIPES EXPOSED IN THE GARAGE 90 1-3/8 INCH MINIMUM SOLID CORE DOOR OR 20 -MINUTE RATED DOOR THAT IS SELF-CLOSING AND SELF -LATCHING CRC R302.5.1 (NOTE EXCEPTION: WHEN PRIVATE GARAGE AND RESIDENCE ARE BOTH EQUIPPED WITH AN AUTOMATIC FIRE SPRINKLER SYSTEM, DOOR OPENINGS BETWEEN THE PRIVATE GARAGE AND RESIDENCE NEED ONLY BE SELF-CLOSING AND SELF -LATCHING CRC R302.5.1) 10 DUCT RUN AND TERMINATION POINT OF THE DRYER EXHAUST EXTENDING TO OUTSIDE OF THE BUILDING. DRYEST MUST BE EQUIPPED WITH A BACKDRAFT DAMPER WITH NO SCREEN. THE DUCT IS LIMITED TO 14 FEET IN LENGTH WITH TWO 90 DEGREE ELBOWS FROM THE CLOTHES DRYER TO THE POINT OF TERMINATION. REDUCE THIS LENGTH BY 2 FEET FOR EVERY ELBOW IN EXCESS OF TWO. CMC 504.4.2.1 1 1 16 STAIRCASE RISERS @ 7-3/4" MAX W/ 15 TREADS @ 10" MIN, (SEE STAIRS NOTES) 12 THE LANDING SHALL NOT BE MORE THAN 7.75" BELOW THE TOP OF THE THRESHOLD. THRESHOLDS SHALL NOT EXCEED .75MAX. DOWN FOR SLIDING DOORS 13 CONTROL VALVES AND SHOWERHEADS SHALL BE LOCATED ON THE SIDEWALL OF SHOWER COMPARTMENTS OR BE OTHERWISE ARRANGED SO THAT THE SHOWERHEAD DOES NOT DISCHARGE DIRECTLY AT THE ENTRANCE TO THE COMPARTMENT AND THE BATHER CAN ADJUST THE VALVES PRIOR TO STEPPING INTO THE SHOWER SPRAY. (CPC 408.9) 00O i� I I I N I N � I I I I I I V J N Luro I 0 00 07ob o Q O (>� z V ) C I z N � w N N O �CD U U I = W I mI GM. w m i� I N cze re, E s i I I I I I I I J NEW SECOND FLOOR PLAN_ NEW FIRST FLOOR PLAN j ICAL PANEL 4 -- A A-4.0 STAIRWAY NOTES A. MINIMUM 36” WIDE STAIRS. CRC SECTION R311.7.1 B. 6 -FOOT 8 -INCH MINIMUM HEADROOM AT STAIRWAY CRC SECTION R311.7.2 C. RISERS TO BE UNIFORM (7 -3/4 -INCH MAXIMUM RISE AND 10 -INCH MINIMUM RUN) CRC SECTION R311.7.5 D. 1/2 " GYPSUM BOARD AT WALLS AND SOFFIT OF ENCLOSED USABLE SPACE UNDER STAIRS. CRC SECTION R302.7 E. HANDRAIL TO BE PROVIDED ON ONE SIDE AT STAIRWAYS WITH FOUR OR MORE RISERS. CRC SECTION R311.7.8 F. HANDRAILS TO HAVE A 1-1/4 -2 INCH GRIPPABLE CROSS SECTION, SO SHARP CORNERS AND AT A HEIGHT OF 34 INCHES TO 38 INCHES ABOVE NOSING, EXTEND CONTINUOUSLY FROM TOP TO BOTTOM RISER, AND TERMINATE AT NEWEL POST OR RETURN TO WALLS. CRC SECTION R311.7.8 G. HANDRAILS MAY BE PROJECTED INTO THE REQUIRED WIDTH OF THE STAIRWAY 4-1/2" AND SHALL PROVIDE 1-1/2 SPACE BETWEEN THE WALL AND HANDRAIL. CRC SECTION R311.7.1 AND R311.7.8.2 H. GUARD IS REQUIRED ON OPEN SIDE OF STAIRWAYS AT A HEIGHT OF 34" TO 38" AND SHALL HAVE INTERMEDIATE RAILS SPACED SUCH THAT A SPHERE 4-3/8 IN DIAMETER. CANNOT PASS THROUGH. CRC SECTION R312.1 AND R312.1.3 w z, J w a- 0 Of a - C,ENERAL NOTES A. LANDING AT EXT. DOORS SHALL BE THE WIDTH OF THE OPERABLE DOOR X 36" DEEP PER CBC 1008.1.5. THE LANDING SHALL NOT BE MORE THAN 7.75" BELOW THE TOP OF THE THRESHOLD PER CBC 1008.1.4. THRESHOLDS SHALL NOT EXCEED .5" MAX. DOWN FOR OUTWARD SWINGING DOORS, .75" FOR SLIDERS, AND 7.75" MAX. FOR INWARD SWING DOORS PER CRC R311.3 B. ALL SLEEPING ROOMS TO BE PROVIDED WITH ONE EGRESS ESCAPE/ RESCUE WINDOW. EGRESS WINDOW SHALL HAVE A MINIMUM NET CLEAR OPENABLE AREA OF 5.7 SQ. FT. MIN. CLR. HT. OF 24" AND A MIN. CLEAR WIDTH OF 20". BOTTOM OF THE CLEAR OPENING SHALL NOT BE MORE THAN 44" ABOVE FINISHED FLOOR, PER CBC SECTION 1026. C. SEE CAL GREE SHEET FOR WATER EFFICIENCY AND CONSERVATION (INDOOR WATER USE) D. PROVIDE 30" (W) MIN & 24" IN FRONT MIN CLR FOR ALL TOILETS E. PROVIDE DOOR STOPS FOR ALL INTERIOR DOORS F. PROVIDE MOISTURE RESISTANT, GYP.BD. & FIRE RATED IN ALL WET LOCATIONS. G. WHERE DEMOLITION AND NEW WORKS OCCUR, PATCH AND REPAIR (E) FINISHES TO MATCH (N) CONSTRUCTION. H. EXTEND DEMOLITION IS NOT LIMITED TO THE ITEMS NOTED. REMOVE ADDITIONAL ITEMS ADJACENT TO THE NEW CONSTRUCTION AS REQUIRED REMOVE FLOOR IN AREAS AFFECTED BY WALL DEMOLITION j. DRYER TO BE VENTED TO THE EXTERIOR WITH A BACKDRAFT DAMPER K. SAFETY GLAZING IN WALLS CONTAINING SHOWERS AND BATHTUB WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES ABOVE A STANDING SURFACE. L. SAFETY GLAZING AT HAZARDOUS LOCATIONS - SUCH AS IN DOORS AND WINDOWS: (1) ADJACENT TO AND WITHIN 24 INCHES OF EITHER EDGE OF DOORS; (2) WHERE TOP EDGE OF GLAZING IS MORE THAN 36 INCHES ABOVE THE FLOOR; (3) WINDOWS GREATER THAN 9 SF, CLOSER THAN 18" TO THE FLOOR AND WALKING SURFACES WITHIN 36 INCH HORIZONTAL OF THE WINDOW. LEGEND NEW 2X6 STUDS @ 16" O.C. D EXISTING WALLS NEW DOORS KEY NOTES O (N) 22"X30" ATTIC ACCESS, PROVIDE A 30" X 30" WORKING PLATFROM IN ATTIC SPACE, IN FRONT OF THE SERVICE SIDE OF MECHANICAL UNITS. INSTALL LIGHT FIXTURE IN ATTIC SPACE ABOVE WORKING PLATFORM @ MECHANICAL UNIT. O SHOWER & TUB -SHOWER COMBINATIONS SHALL BE PROVIDED WITH INDIVIDUAL CONTROL VALVES OF THE PRESSURE BALANCE OR THE THERMOSTATIC MIXING VALVE TYPE. O PROVIDE SMOOTH, HARD, NONABSORBENT SURFACE (E.G., CERAMIC TILE OR FIBERGLASS) FULL HEIGHT (72" MIN.) AT SHOWER AND TUB -SHOWER WALLS. ® LANDING AT EXT. DOORS X 36" DEEP. THE LANDING SHALL NOT BE MORE THAN 7.75" BELOW THE TOP OF THE THRESHOLD. THRESHOLDS SHALL NOT EXCEED 7.75" MAX. FOR INWARD SWING O (N) CRAWL SPACE ACCESS © NEW ELECTRICAL PANEL LOCATION O TANKLESS WATER HEATER ® 5/8" MIN. GYP. BOARD FROM FOUNDATION TO ROOF SHEATHING ON THE GARAGE SIDE AT SEPARATION WALL BETWEEN GARAGE AND RESIDENCE. EXTEND 5/8" TYPE'X' GYP.BD. THROUGH ATTIC SPACE TO UNDERSIDE OF ROOF SHEATHING. ALL DUCT PENETRATING THE SEPARATION SHALL BE CONSTRUCTED OF NOT LESS THAN 26 GAUGE GALVANIZED STEEL AND BE CONTINUOUS WITHOUT OPENINGS OR NONMETALLIC CONNECTIONS, PIPING PENETRATIONS TO BE METAL INCLUDING PIPES EXPOSED IN THE GARAGE 90 1-3/8 INCH MINIMUM SOLID CORE DOOR OR 20 -MINUTE RATED DOOR THAT IS SELF-CLOSING AND SELF -LATCHING CRC R302.5.1 (NOTE EXCEPTION: WHEN PRIVATE GARAGE AND RESIDENCE ARE BOTH EQUIPPED WITH AN AUTOMATIC FIRE SPRINKLER SYSTEM, DOOR OPENINGS BETWEEN THE PRIVATE GARAGE AND RESIDENCE NEED ONLY BE SELF-CLOSING AND SELF -LATCHING CRC R302.5.1) 10 DUCT RUN AND TERMINATION POINT OF THE DRYER EXHAUST EXTENDING TO OUTSIDE OF THE BUILDING. DRYEST MUST BE EQUIPPED WITH A BACKDRAFT DAMPER WITH NO SCREEN. THE DUCT IS LIMITED TO 14 FEET IN LENGTH WITH TWO 90 DEGREE ELBOWS FROM THE CLOTHES DRYER TO THE POINT OF TERMINATION. REDUCE THIS LENGTH BY 2 FEET FOR EVERY ELBOW IN EXCESS OF TWO. CMC 504.4.2.1 1 1 16 STAIRCASE RISERS @ 7-3/4" MAX W/ 15 TREADS @ 10" MIN, (SEE STAIRS NOTES) 12 THE LANDING SHALL NOT BE MORE THAN 7.75" BELOW THE TOP OF THE THRESHOLD. THRESHOLDS SHALL NOT EXCEED .75MAX. DOWN FOR SLIDING DOORS 13 CONTROL VALVES AND SHOWERHEADS SHALL BE LOCATED ON THE SIDEWALL OF SHOWER COMPARTMENTS OR BE OTHERWISE ARRANGED SO THAT THE SHOWERHEAD DOES NOT DISCHARGE DIRECTLY AT THE ENTRANCE TO THE COMPARTMENT AND THE BATHER CAN ADJUST THE VALVES PRIOR TO STEPPING INTO THE SHOWER SPRAY. (CPC 408.9) 00O 1-4U V J u Luro L! 1 Q 07ob O (>� V ) z O H 0 0 a Lu U Z Lu D 1­4V)Lu 0�Lu Q Lu r - Lu m REVISIONS: Lo Q U 0 z w 0- Z) U w w LLI W L0 Lo O SHEET FLOOR PLAN SCALE AS SHOWN DATE 3.1.2017 PRJ.No. 2017-05 DRAWN BY: www.d-squarestudio.com 408-625-9171 A-2.1 PLANS ARE NOT FOR CONSTRUCTION UNLESS APPROVED AND STAMPED BY BUILDING DEPARTMENT. C,ENE:RAL NOTES — ELEVATIONS A. CRAWLSPACE VENT SHALL PROVIDE 70 SQ. IN. NET EFFECTIVE AREA, T.O.R.+244.35' CONTRACTOR TO VERIFY VENT LOCATION AND UNDERFLOOR VENITALTION REQUIREMENTS T.O.R. +242.89' ATTIC � P. H .+240.23' 0 Ll 11 o p � I--I O O NOTE: (N) MASTER BEDROOM l BEDROOM Z U) � THE TOTAL AREA OF VENTILATION OPENINGS IS PERMITTED TO BE REDUCED TO 1/1500 OF THE UNDER-FLOOR --- F.F. 23_2.23' w Q) AREA WHERE THE GROUND SURFACE IS TREATED WITH AN APPROVED VAPOR RETARDER MATERIAL AND THE iv Lu fB fV REQUIRED OPENINGS ARE PLACED SO AS TO PROVIDE CROSS VENTILATION OF THE SPACE PER CRC R408 J P.H.+231.07' : PROVIDE 2" SUB-SLAB O/'CLASS 1'6 MIL. MOISTURE BARRIER MEMBRANE IN CRAWL SPACE. LAP MEMBRANE 2" MIN. & TAPE ALL JOINTS. EXTEND MEMBRANE UP 6" @ SIDES OF FOUNDATIONS & TAPE, TYP. ��y 5 V 0 0 C? � ih Eo o (N) DINING 0 (N) LIVING (N) GARAGE F.F. 222.07' F.F. 220.80' jVAj��j��j� (E) CRAWL SPACE . < VA�VA�VA�VA�VA�/VAS/VAS \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ VA/SAA SAA SAA SAA SAA SAA SAA �AA'VA SAA �AA�VA'VA� SAA �A SAA SAA SAA �A SAA SAA SAA SAA SAA SAA SAA /V//V//V//V//V//V//V//V//V//V//V//V//V//V//V//V//V//V//V//V//V//V//V//V//V//V//V//V//V//V//V//V//V//V//V//V//V//V//V//V//V//V//V// j /// // //j //j //�//j\//j //�//�//j //�//�//j //�//�//j //j //�//�//j% A%VA%VA%VA%VA%VA%VA%VA%VA%VA%VA%VA%VA%VA%VA%VA%VA%VA%VA%VA%VA%VA%VA%VA%VA%VA%VA%VA%VA%VA%VA%VA%VA%VA%VA%VA%VA%VA%VA%VA%VA%VA%VA%VA%VA%VA%VA%VA%VA%VA%VA%VA%VA%VA%VA%VA%VA%VA/VA%VA%VA%VA%VA%VA% SECTION A Q SCALE: I/LI" = 1'-0" Lu U z� Lu LoLo I--I U V) O Lu z cew T.O.R.+244.35' Lu 0- Z) > U ATTIC < W P.H.+240.23' Q Ww w m O Lu L0 0 0 0 M Ln \ W � F.F. 232.23' (N) BATH�I�N) HA P_ 31.07' REVISIONS: Ln -v I I SHEET SECTIONS (N) ITCHEN _ _ _ _ I (N) LIVING F.F. 222.07' F.F. 222.07' SCALE %4" - 1'-0" (E) CRAWL SPACE N) C AA/�\ jAA jAA//AA VA/VA/VA/VA/VA/VA/VA/VA/VA/VA/VA/VA/VA/VA/VA/VA/VA/VA/VA/VA/VA/VA/VA/VA/VA /VA/ A/VA/VA/VA/VA PRINO. No. 20 i7-os DRAWN BY: www.d-squarestudio.com SECTION B 408-625-9171 SCALE: I/LI" = 1'-0" A-3ml F S ARE NOT FOR CONSTRUCTION UNLESS OVED AND STAMPED BY BUILDING DEPARTMENT. UNDER FLOOR VENTILATION CALCULATIONS AREA VENT AREA REQUIRED NO. OF VENTS REQUIRED TYPE OF VENTS PROVIDED 8.36 SO. IN. = 0.1 VENTS 70 SO. IN. � SCREENED VENT (N) CRAWL 110 X 144 = g,36 SO.IN. SPACE 1500 N0. OF VENTS PROVIDED = 1 AREA 6 X 14 = 84 SO. IN. EFFECTIVE AREA: 70 SO. IN 0 0 T.O.R.+244.35' P.H.+240.23' / / / / / / / / / / / / / / / / / / / / / / 2 / F.F. 232.23' / / / P.H.+230.07' ------------ I I I 1 I I� I Iry Iw Ip W la J I I F.F. 222.07' I F.G. 220.55' I SIDEWALK 218.63' \ / 2 \ 12/ \ 4F- ------------ T.O.R.+244.35' 12 41 P.H.+240.23' 2 2 \ \ 3 \ \ \ o \ \ \ _ \ \ ----------- \ \ \ I I 1 I I I I� Iw 10- I� I� I I I I I I I (N) WEST ELEVATION SCALE: 1/1-4" = I' -O" KEY NOTES O STUCCO, PAINTED SHERWIN WILLIAMS SW 6142 MACADAMIA O2 CLASS &THREE PIECE LAMINATED FIBER GLASS LANDMARK TL ROOFING SHAKES O BRONZE ANONDIZED ALUMINUM WINDOWS BY MILGARD EXTERIOR TRIM PAINTED KELLY MOORE 417 OXFORD BROWN z O 0 0 a Lu U Z W Lo D°' V) 0 Lu Z Lf � W W � > U w Q L.LJ "' w m L.I.J mLo 0 F.F. 232.23' P.H.+231.07' P.H.+230.07' REVISIONS: F.F. 222.07' F.G. 220.94' (N) NORTH ELEVATION SHEET ELEVATIONS SCALE y4" = V-0° F.G. 220.55' DATE 3.1.2017 PRJ.No. 2017-05 DRAWN BY: www.d-squarestudio.com 408-625-9171 A-4. 1 PLANS ARE NOT FOR CONSTRUCTION UNLESS APPROVED AND STAMPED BY BUILDING DEPARTMENT. 0O I --I U CS ,-� u NLn ro Q 07ob O a z O 0 0 a Lu U Z W Lo D°' V) 0 Lu Z Lf � W W � > U w Q L.LJ "' w m L.I.J mLo 0 F.F. 232.23' P.H.+231.07' P.H.+230.07' REVISIONS: F.F. 222.07' F.G. 220.94' (N) NORTH ELEVATION SHEET ELEVATIONS SCALE y4" = V-0° F.G. 220.55' DATE 3.1.2017 PRJ.No. 2017-05 DRAWN BY: www.d-squarestudio.com 408-625-9171 A-4. 1 PLANS ARE NOT FOR CONSTRUCTION UNLESS APPROVED AND STAMPED BY BUILDING DEPARTMENT. C Ll 0=9�� � � 11 1 1 0 ir) ---------------- 1- - - - - - - - ------------ - - - (N) EAST ELEVATION SCALE: 1/1-4" = I' -O" T.O.R.+244.35' P.H.+240.23' F.F. 232.23' P.H.+231.07' F.F. 222.07' F.G. 220.94' T- -. I A A 1 LI KEY NOTES O STUCCO, PAINTED SHERWIN WILLIAMS SW 6142 MACADAMIA O2 CLASS A,THREE PIECE LAMINATED FIBER GLASS LANDMARK TL ROOFING SHAKES O3 BRONZE ANONDIZED ALUMINUM WINDOWS BY MILGARD EXTERIOR TRIM PAINTED KELLY MOORE 417 OXFORD BROWN (N) SOUTH ELEVATION O o I --I U CS ,-� u Lu ro Ln Q 07ob O i z O H 0 0 a Lu U Z Lu D 1--4V)Lu ry"Lu Q Lu r - Lu m REVISIONS: Lo Q U O z w 0- Z) U w Q LU w m 0 Lo 0 SHEET ELEVATIONS SCALE y4" = V-0° DATE 3.1.2017 PRJ.No. 2017-05 DRAWN BY: www.d-squarestudio.com 408-625-9171 A-4.2 PLANS ARE NOT FOR CONSTRUCTION UNLESS APPROVED AND STAMPED BY BUILDING DEPARTMENT. ROOF NOTES A. PROVIDE VENTILATION FOR CALIFORNIA FRAMED AREAS & OTHER CONCEALED SPACES PER UBC B. SEE STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION. C. SEE TITLE 24 ENERGY COMPLIANCE SHEET FOR INSULATION REQUIREMENTS. D. INSTALL SELF ADHERING FLEXIBLE FLASHING @ ALL VALLEYS, HIPS AND RIDGES BEFORE INSTALLATION OF ROOF UNDERLAYMENT. 0 O U E. DOUBLE UNDERLAYMENT REQUIRED AT ROOFS WITH .2,1 SLOPE LESS THAN 4:12 p 0 a--+ F. INSTALL 2" RIGID FOAM INSULATION IN ATTIC AS RADIANT N BARRIER Lu � N Q 07ob a) T O a -c� LEC,ENO 1 3: 10 3: DCLASS A,THREE PIECE LAMINATED FIBER GLASS LANDMARK TL ROOFING SHAKES z D.S. O B GUI IER 0 A-4.0 I I ry N_ W 10- D.S. o 1 D.S. Nti% D.S. D.S. y D.S. Q I I - GUTTER I I I I I I �y D.S. C (j ryry,� ---i w Lu uj tiiA ;C - -C D.S. CDN w p I I � I I z� w0 Ln O) I I 4:12 V)_ CN LU I SI �o I I O U) w z � I � 4..12 I I SLOPE RIDGE 4:12 SLOPE LU oC\l yIuj Z) � I D.S. ==�y > U 1 I I W Lu Q i Q 4:12 F_--TT - I o I 4:1a � S< LOPE a SLOPE LLQ uj O1 " y � GUTTER � D.S. JP LU YA Lu A A I�o ti�A I I O A-4.0 -- - - - - - - --7---------------- -� J nA-4.0 uj Lo O D. . D.S. I - �T � � I I I w Z VI � D.S. I o i o (n , i GUTTER REVISIONS: n� No, D. ----- / / w ------ I r T c� o �� D.S. L I /� --- N cry �i D.S(- ----- SHEET ROOF PLAN B SCALE AS SHOWN A-4.0 (N) ROOF- PLAN SCALE y" = 1'-0" DATE 3.1.2017 /4 PRJ. NO. 2017-05 DRAWN BY: www.dmsquarestudio.com 408-625-9171 A-5m PLANS ARE NOT FOR CONSTRUCTION UNLESS APPROVED AND STAMPED BY BUILDING DEPARTMENT. F LOJ 1 I c / L�J u (N) MASTER BATHROOM �I l7r�' // I // / , �C�xc ,(:5J L�J LoJ / / 1 I (N) MASTER BEDROOM I \ LOJ L�J L�J A A-4.0 I - LOJ L Zk �O� , \ (N) WAL K—IN i (N) BEDROOM B \I I I I )c �OJ / L\J / _L�J ( SD (N) BATH F x ,c 1 sD \�L_'r0Y I rOT — — — — L J ) BATH sD /CO �\ L LO\ L$D_ / \\ I I (N) BE=DROOM,---' I / I / I / r0� r0 B A-4.0 D D — _$3 LJ -6 (N) FAMILY I I � I \ / I (N) KITCHEN i — _ sD /CO 43 u (N) SECOND FLOOR LIGHTING PLAN SCALE: 1/LI" = 1'-0" i Ac I \ I \ I i/ (N) DINING—____\\\ r/ II i (N) GARAGE (N) LIVING j \� c kc , TD VIS1 I J / I / \ (N) ENTRY r]B (N) FIRST FLOOR LIGHTING PLAN \�'oox\ GENERAL NOTES - ELECTRICAL A. GENERAL HIGH EFFICACY LIGHTING IS DEFINED TO BE MINIMUM 40 LUMENS/WATT. OR GREATER. B. HIGH EFFICACY LIGHTING MUST BE OPERATED ON SEPARATE SWITCH FROM ANY OTHER INCANDESCENT OR OTHER LOW EFFICACY LIGHTING C. ALL PERMANENTLY INSTALLED HARD WIRED LIGHTING MUST BE HIGH EFFICACY LUMINAIRES WITH EXCEPTIONS AS NOTED BELOW: 1) KITCHEN — UP TO 50% OF TOTAL RATED WATTAGE OF PERMANENTLY INSTALLED LUMINAIRES MAY BE IN LUMINAIRES THAT ARE NOT HIGH EFFICACY PROVIDED THAT THESE LUMINAIRES ARE SWITCHED SEPARATELY FROM HIGH EFFICACY LUMINAIRES 2) AT LEAST ONE HIGH EFFICACY LIGHT SHALL BE PROVIDED IN EACH BATHROOM. THE REMAINING LIGHTS CAN BE CONTROLLED BY VACANCY SENSOR. ALL LIGHTING IN THE GARAGE, LAUNDDRY ROOM, AND THE UTILITY ROOM SHALL BE BOTH HIGH EFFICACY AND CONTROLLED BY VACANCY SENSOR. 3) OTHER SPACES — PERMANENTLY INSTALLED LUMINAIRES THAT ARE NOT HIGH EFFICACY SHALL BE ALLOWED PROVIDED THAT ARE CONTROLLED BY A DIMMER OR BY A MANUAL—ON OCCUPANT SENSOR 4) PORCHES AND OUTDOOR LIGHTING — PERMANENTLY INSTALLED LUMINAIRES THAT ARE NOT HIGH EFFICACY SHALL BE ALLOWED PROVIDED THAT ARE CONTROLLED BY A MOTION SENSOR AND PHOTO CONTROL D. EXTERIOR LIGHTING NOT ATTACHED TO THE BUILDING ARE EXEMPT FROM ABOVE REQUIREMENT E. FANS TO BE ENERGY STAR CERITIFIED LEUENO ®INDICATES NOMINAL CEILING HT. ABOVE FINISH FLOOR $ SINGLE POLE SWITCH +44" TYP. U.O.N. $3 3—WAY SWITCH 120V, +44 TYP. U.O.N. $4 4—WAY SWITCH 120V, +44 TYP. U.O.N. $D DIMMER SWITCH +44' TYP. U.O.N. $� WEATHER PROOF SWITCH 120V, +44' TYP. U.O.N. $0C MANUAL—ON OCCUPANCY SENSOR SWITCH $IPC PHOTO CONTROL—MOTION SENSOR SWITCH Q TELEPHONE OUTLET +12" TYP. U.O.N. ® DATA / T.V. OUTLET +12" TYP. U.O.N. sD SMOKE DETECTOR +90" TYP. U.O.N. ��-- CIRCUIT LINE �B JUNCTION BOX FOR APPLIANCE, HEIGHT AS REQUIRED PER APPLIANCE FO WALL MOUNTED LIGHT FIXTURE HEIGHT AS NOTED EXTERIOR WALL MOUNTED LIGHT FIXTURE W/ MOTION SENSOR AND PHOTOCELL CEILING SURFACE MOUNTED LIGHT FIXTURE L_j LED RECESSED CAN LIGHT FIXTURE EXTERIOR RECESSED CAN LIGHT FIXTURE WITH MOTION SENSOR AND PHOTOCELL 'CEJ RECESSED DIRECTIONAL CAN LIGHT FIXTURE 0 SURFACE MOUNTED DIRECTIONAL LIGHT FIXTURE PENDANT TYPE FIXTURE SURFACE MOUNTED FLUORESCENT FIXTURE, HEIGHT AS NOTED C=� UNDER CABINET LED FIXTURE (T} EXHAUST FAN LIGHT/ EXHAUST FAN UNIT, EACH FUNCTION SWITCHED SEPARATELY HEAT LAMP HEAT LAMP FAN UNIT ❑c GARAGE DOOR OPENER xPENDANT FAN UNIT, SWITCHED SEPARATELY ALL LIGHTS ARE LED UNLESS OTHERWISE NOTED A KEY NOTES A-4.0 O LIGHT FIXTURE SUITABLE FOR WET LOCATIONS CEC 410.10(A) Lu U Z Lu D V)Lu 0� Lu Q w r_ Lu m REVISIONS: Lo Q U O z LLI0— Z) U LLI Q LU LJJ m L0 O 7— SHEET LIGHTING PLAN SCALE y4" =1'-0" DATE 3.1.2017 PRJ.No. 2017-05 DRAWN BY: www.d-squarestudio.com 408-625-9171 A -6.1 PLANS ARE NOT FOR CONSTRUCTION UNLESS APPROVED AND STAMPED BY BUILDING DEPARTMENT. 0O I --I U CS ,--I Vl u LuN Q 0 i Lu U Z Lu D V)Lu 0� Lu Q w r_ Lu m REVISIONS: Lo Q U O z LLI0— Z) U LLI Q LU LJJ m L0 O 7— SHEET LIGHTING PLAN SCALE y4" =1'-0" DATE 3.1.2017 PRJ.No. 2017-05 DRAWN BY: www.d-squarestudio.com 408-625-9171 A -6.1 PLANS ARE NOT FOR CONSTRUCTION UNLESS APPROVED AND STAMPED BY BUILDING DEPARTMENT. A A-4.0 (N) SECOND FLOOR POWER PLAN SCALE: I/LI" = 1'-0" (N) ENTRY 0 C,ENERAL NOTES -POWER A. PROVIDE (1) 20 AMP CIRCUIT FOR BATHROOM OUTLETS B. PROVIDE AC/DC INTER -CONNECTED SMOKE/CARBON MONOXIDE DETECTORS IN THE BEDROOM, HALLWAYS LEADING TO BEDROOMS, AND @ EACH FLOOR LEVEL CENTRALLY LOCATED ® STAIRS, STATE FIRE MARSHAL APPROVED C. PROVIDE DEDICATED CIRCUITS FOR APPLIANCES INCLUDING WHIRLPOOL TUBS, SUB -ZERO REFRIGERATORS, FAU'S, LAUNDRY (20 AMPS), LAUNDRY DRYER (30 AMPS) DISHWASHER, DISPOSAL, ETC. D. ALL BRANCH CIRCUITS THAT SUPPLY 125 -VOLT, 15 20 AMPERE OUTLETS FOR RECEPTACLES, LIGHTS & SMOKE ALARMS INSTALLED IN DWELLING UNIT 220V APPLIANCE OUTLET, HEIGHT PER MANUFACTURER, U.O.N. ® DATA/PHONE/TV OUTLET BEDROOMS SHALL BE PROTECTED BY AN ARC -FAULT CIRCUITMINTERRUPTER +12" TYP. U.O.N. so SMOKE DETECTOR W/ CARBON MONOXIDE (AFCI) LISTED TO PROVIDE PROTECTION OF THE ENTIRE BRANCH CIRCUIT 0 O STATE FIRE MARSHAL APPROVED. PER 2010 CEC 210.12(B). Q U UNDERSIDE OF UPPER CABINETS W/ GFI OUTLETS @ 24" O.C. MAX. QTY AS NOTED CS BY INDICATOR E. PROVIDE (1) SEPARATE CIRCUIT FOR EACH FAU UNIT. CIRCUIT LINE 3 u) 0.) F. PROVIDE FULLY ENCLOSED LENS COVER AT ALL INCANDESCENT LIGHTS IN W Q CLOTHES CLOSET G. AFCI PROTECTED RECEPTACLES TO BE PROVIDED IN FAMILY ROOMS, DINING Q 07 op ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, D T O) SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS QY OR AREAS PER CEC 210.12(B) (,/) H. ALL 125 -VOLT, 15 -AND 20 -AMPERE RECEPTACLE OUTLETS SHALL BE LISTED TAMPER-RESISTANT RECEPTACLES PER CEC 406.11 LEC,END ® INDICATES NOMINAL CEILING HT. ABOVE FINISH FLOOR A DUPLEX CONVENIENCE RECEPTACLE 120 V, +12" TYP. U.O.N. A-4.0 FOUR-PLEX CONVENIENCE RECEPTACLE 120 V, +12" TYP. U.O.N. DUPLEX CONVENIENCE RECEPTACLE GFIC, GFS 120 V, +12" TYP. U.O.N. =@ DUPLEX CONVENIENCE RECEPTACLE GFIC, GFi 120 V, +8" ABOVE COUNTER, U.O.N. WEATHERPROOF RECEPTACLE GFIC, wP 120 V, +12" TYP., U.O.N. Y SWITCHED RECEPTACLE, 120 V, +12" 1/2 TYP., U.O.N. 0 DUPLEX CONVENIENCE RECEPTACLE, 120 V, FLOOR OR HORIZ. LOCATION ® 220V APPLIANCE OUTLET, HEIGHT PER MANUFACTURER, U.O.N. ® DATA/PHONE/TV OUTLET +12" TYP. U.O.N. so SMOKE DETECTOR W/ CARBON MONOXIDE ALARM HARDWIRED W/ BATTERY BACK-UP. STATE FIRE MARSHAL APPROVED. ATS ANGLE POWER STRIP TR SERIES UNDERSIDE OF UPPER CABINETS W/ GFI OUTLETS @ 24" O.C. MAX. QTY AS NOTED BY INDICATOR ��-- CIRCUIT LINE KEY NOTES O1 INSTALL KITCHEN EXHAUST FAN, MIMIMUM 100 CFM, PER ASHRAE 62.2 SECTION 5 & TABLE 5.1, AND CALIFORNIA ENERGY CODE SECTION 150(o). A \, A-4.0 Lu U Z Lu D V)Lu 0� Lu Q Lu r_ Lu m REVISIONS: Lo Q U O z W 0- Z) U w Q LU w m O Lo O SHEET LIGHTNING PLAN SCALE y4" =1'-0" DATE 3.1.2017 PRJ. No. 2017-05 DRAWN BY: www.d-squarestudio.com 408-625-9171 (N) FIRST FLOOR POWER PLAN A -602 PLANS ARE NOT FOR CONSTRUCTION UNLESS APPROVED AND STAMPED BY BUILDING DEPARTMENT.