Loading...
Combined Set_27.pdfPROJECT DATA: LIU RESIDENCE 10481 PINEVILLE AVENUE, CUPERTINO, CA 95014 SINGLE STORY, SINGLE FAMILY RESIDENCE CONSTRUCTION TYPE: VB R-3, U ZONE: R1-10 AND USE: RES LOW 1-5 Q A - - LOT SIZE. 6,301 SQ.FT. Q TOTAL EXISTING LIVING AREA: 1,398 SQ.FT. TOTAL PROPOSED LIVING AREA: 1,768 SQ.FT. TOTAL LIVING AREA ADDED: 370 SQ.FT. (E) GARAGE AREA: 420 SQ.FT. (NO CHANGE) EXISTING FLOOR AREA: 1,818 SQ.FT. PROPOSED FLOOR AREA: 2,188 SQ.FT. TOTAL FLOOR AREA ADDED: 370 SQ.FT. MAXIMUM FLOOR AREARATIO ED: 45 % EXISTING FLOOR AREA RATI : 29 PROPOSED FLOOR AREA RA O: 35% HOUSE ADDITION PERCENTAG EXISTING HOUSE: 20 % MAXIMUM HEIGHT ALLOWED FOR FIRST STORY: EIGHT AT FIRST STORY ADDITIO : 13'-3" (FROM CURB LEVEL) 0 1 APPLICABLE CODES: 2016 CALIFORNIA BUILDING CODE 2016 CALIFORNIA RESIDENTIAL CODE 2016 CALIFORNIA MECHANICAL CODE 2016 CALIFORNIA PLUMBING CODE 2016 CALIFORNIA ELECTRICAL CODE 2016 CALIFORNIA GREEN BUILDING CODE (CALGREEN) 2016 CALIFORNIA FIRE CODE (WITH LOCAL AMENDMENTS) 2016 STATE OF CALIFORNIA TITLE 24 ENERGY REGULATIONS SCOPE OF WORK: 1. EXTEND THE CORNER OF HOUSE AT BACKYARD TO ADD 370 SF LIVING SPACE. 2. WITHIN HOUSE ADDITION AREA, CONSTRUCT A NEW BEDROOM, A NEW BATHROOM AN (2) NEW CLOSETS. 3. INSTALL NEW VANITY CABINETS, COUNTERTOPS, PLUMBING FIXTURES, WALL/FLOOR TILES AT NEW BATHROOM #2. 4. PROVIDE MECHANICAL, ELECTRICAL AND PLUMBING ITEMS/EQUIPMENT WITHIN SCOPE OF WORK ABOVE, INCLUDING NEW LIGHT FIXTURE LAYOUT. 5. FOR ALL NEW WINDOWS: MAX. U -FACTOR REQUIRED IS 0.32; MAX. SHGC REQUIRED IS 0.25. REFER TO 1/A2 FOR NEW WINDOW SIZE AND TYPE. 6. NO TREES AT EXISTING PROPERTY AND NO TREES WILL BE REMOVED. DRAWING INDEX: AO TITLE SHEET/SITE PLAN Al DEMOLITION AND PROPOSED FLOOR PLANS A2 EXISTING AND PROPOSED ROOF PLANS A3 EXISTING AND PROPOSED ELEVATIONS/ PROPOSED SECTIONS A4 EXISTING AND PROPOSED ELEVATIONS 9 zo N co 9 n 40'-4" 14'-8" 9'-7" 20'-11" 2 FLOOR AREA DIAGRAM AO SCALE: 3/32" = V-0" NORTH C? CITY STANDARD NOTES AND DETAILS 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS (LATEST EDITION, AS AMENDED), AND STANDARD PLANS (LATEST EDITION, AS AMENDED), AND CITY OF CUPERTINO STANDARD DETAILS. THE CONTRACTOR SHALL PERFORM THE WORK DESCRIBED IN THE SPECIFICATION, AND AS SHOWN ON THE DRAWINGS, AND TO THE SATISFACTION OF THE CITY ENGINEER. 2. 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 CONSTRUCTING IMPROVEMENTS, PUBLIC INTEREST REQUIRES A MODIFICATION OF/OR A 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. 3. CONTACT PUBLIC WORKS, (408) 777-3104, FOR INSPECTION OF GRADING, STORM DRAINAGE, AND PUBLIC IMPROVEMENTS. 4. THE CONTRACTOR SHALL LOCATE UNDERGROUND FACILITIES IN THE AREA OF WORK. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT (USA) AT 811 TWO (2) WORKING DAYS IN ADVANCE OF ANY WORK FOR LOCATION OF THE UNDERGROUND FACILITIES. 'W_\g0all iIlei IJAIa091T/:IkI: ONI&yLVA 1111113 a a W9191&Iaaa"NAI = Is]: 1fiZalK9111N_101[y'al 6. CONTRACTOR IS RESPONSIBLE FOR DUST CONTROL AND ENSURING THE AREA ADJACENT TO THE WORK IS LEFT IN A CLEAN CONDITION. 7. CONTRACTOR SHALL REVIEW CITY DETAIL 6-4 ON TREE PROTECTION PRIOR TO ACCOMPLISHING ANY WORK OR REMOVING ANY TREES. 8. UTILIZE BEST MANAGEMENT PRACTICES (BMP'S), AS REQUIRED BY THE STATE WATER RESOURCES CONTROL BOARD, FOR ANY ACTIVITY, WHICH DISTURBS THE SOIL. 9. A WORK SCHEDULE OF GRADING AND EROSION & SEDIMENT CONTROL PLAN SHALL BE PROVIDED TO THE CITY ENGINEER BY AUGUST 15. NO HILLSIDE GRADING SHALL BE PERFORMED BETWEEN OCTOBER 1 TO APRIL 15. 10. TO INITIATE RELEASE OF BONDS, CONTACT THE PUBLIC WORKS INSPECTOR FOR FINAL INSPECTION. 11. ALL DOWNSPOUTS TO BE RELEASED TO THE GROUND SURFACE, DIRECTED AWAY FROM BUILDING FOUNDATIONS AND DIRECTED TO LANDSCAPED AREAS. 12. PRIOR TO BEGINNING ANY WORK WITHIN THE PUBLIC RIGHT OF WAY, THE CONTRACTOR WILL BE RESPONSIBLE FOR PULLING AN ENCROACHMENT PERMIT FROM THE PUBLIC WORKS DEPARTMENT. V%V A 1T PROJECT CONTACT INFO. PROPERTY OWNER JUN LIU 650-919-4370 10481 PINEVILLE AVENUE, CUPERTINO, CA 95014 GENERAL NOTES: LANDSCAPE NORTH ARCHITECTURAL DESIGNER LINDA LIN 408-627-1299 6525 CROWN BLVD. #41068 SAN JOSE, CA 95160 STRUCTURAL ENGINEER T.B.D. 5' PUBLIC UTILITY EASEMENT 5' WIRE CLEARANCE EASEMENT (E) SEWER MAIN C�0 E R INE OF ROAD 1. THESE PLANS AND DESCRIPTION OF MATERIALS SHALL GOVERN THE EXTENT OF THE WORK TO BE DONE. ANY DISCREPANCY BETWEEN THESE DOCUMENTS AND FIELD CONDITIONS MUST BE CALLED TO THE ATTENTION OF THE DESIGNERS AND STRUCTURAL ENGINEER. ANY DISCREPANCY NOT REPORTED TO THE DESIGNER AND ENGINEERS WILL ABSOLVE THEM OF ANY RESPONSIBILITY. 2. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR DESIGN AND INSTALLATION OF ALL TEMPORARY BRACING AND SHORING PRIOR TO THE REMOVAL OF ANY SUPPORTING STRUCTURE. 3. THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS MUST FIELD VERIFY EXISTING CONDITIONS AND DIMENSIONS PRIOR TO THE SUBMITTAL OF BID PROPOSALS AND CONSTRUCTION. 4. THE GENERAL CONTRACTOR IS FULLY RESPONSIBLE FOR THE SATISFACTORY COMPLETION OF ALL WORK IN ACCORDANCE WITH THE PROJECT PLANS AND SPECIFICATIONS. 5. NOTED DIMENSIONS TAKE PRECEDENCE OVER SCALE DIMENSIONS. ANY DISCREPANCY SHALL BE BROUGHT TO THE DESIGNER'S ATTENTION IMMEDIATELY. 6. DIMENSIONS SHOWN ARE TO FACE OF FRAMING OR FACE OF CONCRETE UNLESS OTHERWISE NOTED. 7. TYPICAL DETAILS APPLY WHERE NO DETAILS OR SECTIONS ARE PROVIDED. 8. ALL WORK IS TO BE DONE IN ACCORDANCE WITH THE MOST CURRENT ISSUES OF THE C.B.C., U.M.C., N.E.C., AND C.B.C., AND ALL GOVERNING LOCAL CODES AND ORDINANCES. ALL THOSE WORKING ON THE PROJECT MUST HAVE THE REQUIRED LICENSE AND EXPERIENCE. 9. ALL ITEMS INDICATED ON PLANS ARE NEW AND INCLUDED IN THIS SCOPE OF WORK UNLESS OTHERWISE INDICATED AS (E) - EXISTING. (E) POWER POLE KEMAIN. UBH: 5" 011\I_LVA I■■_1Wi\V/y\1■1so CUPERTINO SANITARY DISTRICT EXISTING AREA PROPOSED AREA ADDED AREA HOUSE LIVING AREA 1,398 S.F. 1,768 S.F. 370 S.F. GARAGE AREA 420 S.F. 420 S.F. 0 S.F. HOUSE FLOOR AREA 1,818 S.F. 2,188 S.F. 370 S.F. CITY STANDARD NOTES AND DETAILS 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS (LATEST EDITION, AS AMENDED), AND STANDARD PLANS (LATEST EDITION, AS AMENDED), AND CITY OF CUPERTINO STANDARD DETAILS. THE CONTRACTOR SHALL PERFORM THE WORK DESCRIBED IN THE SPECIFICATION, AND AS SHOWN ON THE DRAWINGS, AND TO THE SATISFACTION OF THE CITY ENGINEER. 2. 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 CONSTRUCTING IMPROVEMENTS, PUBLIC INTEREST REQUIRES A MODIFICATION OF/OR A 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. 3. CONTACT PUBLIC WORKS, (408) 777-3104, FOR INSPECTION OF GRADING, STORM DRAINAGE, AND PUBLIC IMPROVEMENTS. 4. THE CONTRACTOR SHALL LOCATE UNDERGROUND FACILITIES IN THE AREA OF WORK. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT (USA) AT 811 TWO (2) WORKING DAYS IN ADVANCE OF ANY WORK FOR LOCATION OF THE UNDERGROUND FACILITIES. 'W_\g0all iIlei IJAIa091T/:IkI: ONI&yLVA 1111113 a a W9191&Iaaa"NAI = Is]: 1fiZalK9111N_101[y'al 6. CONTRACTOR IS RESPONSIBLE FOR DUST CONTROL AND ENSURING THE AREA ADJACENT TO THE WORK IS LEFT IN A CLEAN CONDITION. 7. CONTRACTOR SHALL REVIEW CITY DETAIL 6-4 ON TREE PROTECTION PRIOR TO ACCOMPLISHING ANY WORK OR REMOVING ANY TREES. 8. UTILIZE BEST MANAGEMENT PRACTICES (BMP'S), AS REQUIRED BY THE STATE WATER RESOURCES CONTROL BOARD, FOR ANY ACTIVITY, WHICH DISTURBS THE SOIL. 9. A WORK SCHEDULE OF GRADING AND EROSION & SEDIMENT CONTROL PLAN SHALL BE PROVIDED TO THE CITY ENGINEER BY AUGUST 15. NO HILLSIDE GRADING SHALL BE PERFORMED BETWEEN OCTOBER 1 TO APRIL 15. 10. TO INITIATE RELEASE OF BONDS, CONTACT THE PUBLIC WORKS INSPECTOR FOR FINAL INSPECTION. 11. ALL DOWNSPOUTS TO BE RELEASED TO THE GROUND SURFACE, DIRECTED AWAY FROM BUILDING FOUNDATIONS AND DIRECTED TO LANDSCAPED AREAS. 12. PRIOR TO BEGINNING ANY WORK WITHIN THE PUBLIC RIGHT OF WAY, THE CONTRACTOR WILL BE RESPONSIBLE FOR PULLING AN ENCROACHMENT PERMIT FROM THE PUBLIC WORKS DEPARTMENT. V%V A 1T PROJECT CONTACT INFO. PROPERTY OWNER JUN LIU 650-919-4370 10481 PINEVILLE AVENUE, CUPERTINO, CA 95014 GENERAL NOTES: LANDSCAPE NORTH ARCHITECTURAL DESIGNER LINDA LIN 408-627-1299 6525 CROWN BLVD. #41068 SAN JOSE, CA 95160 STRUCTURAL ENGINEER T.B.D. 5' PUBLIC UTILITY EASEMENT 5' WIRE CLEARANCE EASEMENT (E) SEWER MAIN C�0 E R INE OF ROAD 1. THESE PLANS AND DESCRIPTION OF MATERIALS SHALL GOVERN THE EXTENT OF THE WORK TO BE DONE. ANY DISCREPANCY BETWEEN THESE DOCUMENTS AND FIELD CONDITIONS MUST BE CALLED TO THE ATTENTION OF THE DESIGNERS AND STRUCTURAL ENGINEER. ANY DISCREPANCY NOT REPORTED TO THE DESIGNER AND ENGINEERS WILL ABSOLVE THEM OF ANY RESPONSIBILITY. 2. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR DESIGN AND INSTALLATION OF ALL TEMPORARY BRACING AND SHORING PRIOR TO THE REMOVAL OF ANY SUPPORTING STRUCTURE. 3. THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS MUST FIELD VERIFY EXISTING CONDITIONS AND DIMENSIONS PRIOR TO THE SUBMITTAL OF BID PROPOSALS AND CONSTRUCTION. 4. THE GENERAL CONTRACTOR IS FULLY RESPONSIBLE FOR THE SATISFACTORY COMPLETION OF ALL WORK IN ACCORDANCE WITH THE PROJECT PLANS AND SPECIFICATIONS. 5. NOTED DIMENSIONS TAKE PRECEDENCE OVER SCALE DIMENSIONS. ANY DISCREPANCY SHALL BE BROUGHT TO THE DESIGNER'S ATTENTION IMMEDIATELY. 6. DIMENSIONS SHOWN ARE TO FACE OF FRAMING OR FACE OF CONCRETE UNLESS OTHERWISE NOTED. 7. TYPICAL DETAILS APPLY WHERE NO DETAILS OR SECTIONS ARE PROVIDED. 8. ALL WORK IS TO BE DONE IN ACCORDANCE WITH THE MOST CURRENT ISSUES OF THE C.B.C., U.M.C., N.E.C., AND C.B.C., AND ALL GOVERNING LOCAL CODES AND ORDINANCES. ALL THOSE WORKING ON THE PROJECT MUST HAVE THE REQUIRED LICENSE AND EXPERIENCE. 9. ALL ITEMS INDICATED ON PLANS ARE NEW AND INCLUDED IN THIS SCOPE OF WORK UNLESS OTHERWISE INDICATED AS (E) - EXISTING. (E) POWER POLE KEMAIN. UBH: 5" 011\I_LVA I■■_1Wi\V/y\1■1so CUPERTINO SANITARY DISTRICT By 5' MAX I UD GROUND W J wl 0 CL SET CLEAN-OUT LID ON TOP OF BRICKS REMOVEABLE I SEE NOTE CLEANOUT PLUG 2 BELOW. 4.5' MIN COVER (EXCEPTIONS TO BE APPROVED BY DISTRICT ENGINEER) BRICKS TO BE LAID RADIALLY CLEANOUT RISER PIPE. ---% PVC SDR 26 OR APPROVED EQUAL MISSION CLAY OR 1/8 BEND FERNCO "SHEAR -RING" "ARC SHIELDED" OR PVC OR VCP APPROVED EQUAL 0 0 0 (TYP) o _ _ TO MAIN ---__ -- - EXISTING LATERA 45' WYE HOUSE LATERAL S=2Y (MIN) CUT EXISTING LATERAL AND INSTALL ONE-WAY CLEAN-OUT. PVC SDR 35 FITTING OR APPROVED MISSION CLAY OR FERNCO EQUAL. 'SHEAR -RING" "ARC SHIELDED" FOR BACKFILL AND BEDDING REQUIREMENTS, OR APPROVED EQUAL (TYP) SEE DETAIL 7 NOTE: 1. ALL NEW PIPING SHALL BE PVC SDR 26, OR APPROVED EQUAL UNLESS OTHERWISE NOTED. 2. ALL CLEAN-OUT BOXES SHALL BE CHRISTY CONCRETE PRODUCTS MANUFACTURED BY OLDCASTLE PRECAST, INC. WITH THE FOLLOWING MODEL NUMBERS: 4" RISER 6" RISER NON-TRAFFICI TRAFFIC NON -TRAFFIC TRAFFIC BOX F08C05T F08 GOBT UD F08C 005CT F08C GOSCT 3. LIDS SHALL BE MARKED "SEWER" 4. STAMP OR GRIND FACE OF CURB WITH "S" WHERE LATERAL PASSES UNDER CURB, IF NOT PRESENT. 5. 1/8 BEND MAY BE PART OF 45' WYE IF APPROVED BY CITY. IPE248' S SEWER LATERAL CLEAN-OUT INSTALLATION ON EXISTING SEWER LATERAL DETAIL 2 DR. BY: DATE: BY: DATE: TCK. TN 06/01/14 JC 06/03/14 APPROVED. BY: DATE: 06/04/14 NEW CLEAN OUT DETAIL SCALE: N.T.S. LANDSCAPE P11 IrrT A I/\Trfl 1. LOT COVERAGE NET LOT SIZE: 6,301 SQ.FT. MAXIMUM LOT COVERAGE ALLOWED: 45% X 6,301 SQ.FT. = 2,835 SQ.FT. PLUS 5% (ROOF OVERHUNG, FRONT & BACK PORCH) X 6,301 SQ.FT. = 315 SQ.FT. RESERVED GARAGE AREA: 53 SQ.FT. TOTAL ALLOWED: (2,835 + 315 - 53) SQ.FT. = 3,097 SQ.FT. 0 PROPOSED FOOTPRINT OF THE HOUSE = 2,188 SQ.FT. EXISTING FRONT PORCH AREA = 95 SQ.FT. PROPOSED ROOF OVERHUNG AREA = 432 SQ.FT. PROPOSED MAXIMUM��3,0972.F GE = (2,188 + 432 + 95) SQ.FT. = 2,715 SQ.FT. OK. Q 1 2. ALL FENCES ARE EXISTING STANDARD UHT. RESIDENTIAL FENCES. NO PROPOSED FENCES. 4. LOT SHALL BE GRADED TO DRAIN SURFACE WATER AWAY FROM THE FOUNDATION WALLS. THE GRADE SHALL FALL A MINIMUM OF 6" WITHIN THE FIRST 10 FT (5 % SLOPE). WHERE LOT LINES, WALLS, SLOPES OR OTHER PHYSICAL BARRIER PROHIBIT 6" OF FALL WITHIN 10 FT, DRAINS OR SWALES SHALL BE CONSTRUCTED TO ENSURE DRAINAGE AWAY FROM THE STRUCTURE. (CRC R401.3) 5. IMPERVIOUS SURFACES WITHIN 10 FT OF THE BUILDING FOUNDATION SHALL BE SLOPED A MINIMUM OF 2 % AWAY FROM THE BUILDING. (CRC R401.3 EXCEPTION) VICINITY MAP: ¢4¢ CP'y'e N qy" GPG�e PROJECT AREA Designer Linda Lin 6525 Crown Blvd. #41068 San Jose, CA 95160 lindal. designstudio@gmail.com Project Name By 0 11/25/18 �J z O 0 12/21/18 W Scale Noted u W H Q W Q w a U C Wa W w z � H O x 0 o� Revisions By 0 11/25/18 L.L. 0 12/21/18 L.L. Scale Noted Drawn L.L. Check Date 09/10/18 Scale Noted TITLE SHEET /SITE PLAN Sheet CALGREEN NOTES: 1. ANNULAR SPACES AROUND PIPES, ELECTRIC CABLES, CONDUITS OR OTHER OPENINGS IN SOLE/BOTTOM PLATES AT EXTERIOR WALLS SHALL BE PROTECTED AGAINST THE PASSAGE OF RODENTS BY CLOSING SUCH OPENINGS WITH CEMENT MORTAR, CONCRETE MASONRY, OR SIMILAR ACCEPTABLE METHODS PER CGBSC SECTION 4.406.1 2. ALL DUCT AND OTHER RELATED AIR DISTRIBUTION COMPONENT OPENINGS SHALL BE COVERED WITH TAPE, PLASTIC, SHEET METAL, OR OTHER ACCEPTABLE METHODS AT THE TIME OR ROUGH INSTALLATION OR DURING STORAGE ON THE CONSTRUCTION SITE AND UNTIL FINAL STARTUP OF THE HEATING AND COOLING EQUIPMENT. CGBSC SECTION 4.504.1 3. CGBSC SECTION 4.504.2 FINISH MATERIAL POLLUTANT CONTROL. 4.504.2.1 ADHESIVES, SEALANTS AND CAULKS. ADHESIVES, SEALANTS AND CAULKS SHALL BE COMPLIANT WITH VOC AND OTHER TOXIC COMPOUND LIMITS. 4.504.2.2 PAINTS AND COATINGS. PAINTS, STAINS AND OTHER COATINGS SHALL BE COMPLIANT WITH VOC LIMITS. 4.504.2.3 AEROSOL PAINTS AND COATINGS. AEROSOL PAINTS AND COATINGS SHALL BE COMPLIANT WITH PRODUCT WEIGHTED MIR LIMITS FOR ROC AND OTHER TOXIC COMPOUNDS. 4.504.2.4 VERIFICATION. DOCUMENTATION SHALL BE PROVIDED TO VERIFY THAT COMPLIANT VOC LIMIT FINISH MATERIALS HAVE BEEN USED. 4. NO CARPET SYSTEM WILL BE INSTALLED. , 11'-9" , , 2'-0" , E) 200 QIP EMP (E) 7'10"W. X 2'0"H. WIN. (E) BEDROOM 1 5'-4" Lu W O J U Lu I�-- Lu Io 10 Iw �i 5. NO RESILIENT FLOORING SYSTEMS WILL BE INSTALLED. 6. 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 ARB'S AIR TOXICS CONTROL MEASURE FOR COMPOSITE WOOD (17 CCR 93J20 ET SEQ.), BY OR BEFORE THE DATES SPECIFIED IN THOSE SECTIONS, AS SHOWN IN CGBSC TABLE 4.504.5. 7. BATHROOM EXHAUST FANS MUST BE ENERGY STAR COMPLAINT, MUST BE DUCTED TO TERMINATE OUTSIDE THE BUILDING, AND MUST BE CONTROLLED BY A HUMIDISTAT WHICH SHALL BE READILY ACCESSIBLE. CGBSC SECTION 4.506. 8. MOISTURE CONTENT OF BUILDING MATERIALS (4.505.3): 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 IN COMPLIANCE WITH THE FOLLOWING: 1). MOISTURE CONTENT SHALL BE DETERMINED WITH EITHER A PROBE -TYPE OR A CONTACT -TYPE MOISTURE METER. EQUIVALENT MOISTURE VERIFICATION METHODS MAY BE APPROVED TY THE ENFORCING AGENCY AND SHALL SATISFY REQUIREMENTS IN SECTION 101.8. 10'-4" , , 17'-3" (E) 7'10"W. X 2'0"H. WIN. (E) HALLWAY (E) CLOSET (E) MASTER BEDROOM (E) CLOSET REFRIG. (E) DINING ROOM z _o N (E) 7'10"W. X 3'0"H. WIN. (E) 3 0"W. X 6'8"H. DR. x 0 N W ❑ ❑ _ (E) 5'10"W. X 2'10"H. WIN 13'-10" 1 1 4'-5" 1 1 9'-2" 1 FIRST FLOOR DEMOLITION PLAN Al SCALE: 1/4" = V-0" a NORTH LEGEND (E) CONSTRUCTION - - - - - (E) CONSTRUCTION TO BE DEMOLISHED 2). MOISTURE READINGS SHALL BE TAKEN AT A POINT 2 FEET TO 4 FEET FROM THE GRADE -STAMPED END OF EACH PIECE TO BE VERIFIED. 3). AT LEAST 3 RANDOM MOISTURE READINGS SHALL BE PERFORMED ON WALL AND FLOOR FRAMING WITH DOCUMENTATION ACCEPTABLE TO THE ENFORCING AGENCY PROVIDED AT THE TIME OF APPROVAL TO ENCLOSE THE WALL AND FLOOR FRAMING. INSULATION PRODUCTS WHICH ARE VISIBLY WET OR HAVE A HIGH MOISTURE CONTENT SHALL BE REPLACED OR ALLOWED TO DRY PRIOR TO ENCLOSURE IN WALL OR FLOOR CAVITIES. MANUFACTURERS' DRYING RECOMMENDATIONS SHALL BE FOLLOWED FOR WET -APPLIED INSULATION PRODUCTS PRIOR TO ENCLOSURE. 9. ALL PLUMBING FIXTURES AND FITTINGS SHALL MEET THE STANDARDS REFERENCED IN TABLE 1701.1 OF THE 2016 CALIFORNIA PLUMBING CODE. CGBSC SECTION 4.303.2. (E) 7'10"W. X 4'0"H. WIN. I I II II U5 III o III (E) LIVING ROOM �I x III o III ww II II (E) KITCHEN II o o (E) 2'X4' SKYLIGHT I 11'-6" II REMOVE (E) PORCH II II II (E) PORCH (E) 7'10"W. X 4'0"H. WIN. E) STUDY ROOM RESERVED GARAGE AREA: 53 FT 20'-1 " (E) GARAGE REQUIRED 20'X20' GARAGE OUTLINE 2 20 CD X 00 CV W 0 An MARK BATHROOM NOTES: HT. SILL. HT. STYLE 0 GLAZING 1. SHOWER STALLS SHALL BE A MINIMUM FINISHED 6. THE MAXIMUM WATER TEMPERATURE TO A SHOWER 6'-0" x 3'-0" SLIDING (E) BATH 1 LO - 2 8'-0" 4'-0" ENCOMPASSING A 30 INCH DIAMETER CIRCLE. ANY DOORS 0 0 - - 3 SHALL SWING OUT OF THE ENCLOSURE HAVE A CLEAR CONTROL FOR THIS TEMPERATURE. VALVES SHALL 5'-0" SLIDING - TEMPERED w PROVIDE SCALD AND THERMAL SHOCK PROTECTION, 4 4'-0" 3'-0" SLIDING z AND BE PRESSURE -BALANCED, THERMOSTATIC, OR - SLIDING - 2. SHOWER STALLS AND BATHTUBS WITH SHOWER HEADS COMBINATION PRESSURE-BALANCED/THERMOSTATIC A3 0 N MIXING IN ACCORDANCE WITH ASSE 1016 OR ASME NON-ABSORBENT SURFACE FOR A MINIMUM OF 6 FEET Al12.18.1/CSA B125.1. (CPC 408.3). >x 2'-0" 0 o 0 � z W O m � COMBINATIONS SHALL BE PROVIDED WITH INDIVIDUAL w INCHES WIDE (15 INCHES ON CENTER) AND 24 INCHES IN CONTROL VALVES OF THE THERMOSTATIC MIXING, Q FRONT. (CPC 402.5) PRESSURE BALANCE OR COMBINATION VALVE TYPE 1 a � w PER CPC SEC. 408.3 4. WHERE THE WATER CLOSET (OR OTHER PLUMBING (E) 1'1"W. X 2'9"I1 WIN. 0 1W ch ON THIS SHEET (SHEET A3). cn 10 5'-4" Lu W O J U Lu I�-- Lu Io 10 Iw �i 5. NO RESILIENT FLOORING SYSTEMS WILL BE INSTALLED. 6. 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 ARB'S AIR TOXICS CONTROL MEASURE FOR COMPOSITE WOOD (17 CCR 93J20 ET SEQ.), BY OR BEFORE THE DATES SPECIFIED IN THOSE SECTIONS, AS SHOWN IN CGBSC TABLE 4.504.5. 7. BATHROOM EXHAUST FANS MUST BE ENERGY STAR COMPLAINT, MUST BE DUCTED TO TERMINATE OUTSIDE THE BUILDING, AND MUST BE CONTROLLED BY A HUMIDISTAT WHICH SHALL BE READILY ACCESSIBLE. CGBSC SECTION 4.506. 8. MOISTURE CONTENT OF BUILDING MATERIALS (4.505.3): 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 IN COMPLIANCE WITH THE FOLLOWING: 1). MOISTURE CONTENT SHALL BE DETERMINED WITH EITHER A PROBE -TYPE OR A CONTACT -TYPE MOISTURE METER. EQUIVALENT MOISTURE VERIFICATION METHODS MAY BE APPROVED TY THE ENFORCING AGENCY AND SHALL SATISFY REQUIREMENTS IN SECTION 101.8. 10'-4" , , 17'-3" (E) 7'10"W. X 2'0"H. WIN. (E) HALLWAY (E) CLOSET (E) MASTER BEDROOM (E) CLOSET REFRIG. (E) DINING ROOM z _o N (E) 7'10"W. X 3'0"H. WIN. (E) 3 0"W. X 6'8"H. DR. x 0 N W ❑ ❑ _ (E) 5'10"W. X 2'10"H. WIN 13'-10" 1 1 4'-5" 1 1 9'-2" 1 FIRST FLOOR DEMOLITION PLAN Al SCALE: 1/4" = V-0" a NORTH LEGEND (E) CONSTRUCTION - - - - - (E) CONSTRUCTION TO BE DEMOLISHED 2). MOISTURE READINGS SHALL BE TAKEN AT A POINT 2 FEET TO 4 FEET FROM THE GRADE -STAMPED END OF EACH PIECE TO BE VERIFIED. 3). AT LEAST 3 RANDOM MOISTURE READINGS SHALL BE PERFORMED ON WALL AND FLOOR FRAMING WITH DOCUMENTATION ACCEPTABLE TO THE ENFORCING AGENCY PROVIDED AT THE TIME OF APPROVAL TO ENCLOSE THE WALL AND FLOOR FRAMING. INSULATION PRODUCTS WHICH ARE VISIBLY WET OR HAVE A HIGH MOISTURE CONTENT SHALL BE REPLACED OR ALLOWED TO DRY PRIOR TO ENCLOSURE IN WALL OR FLOOR CAVITIES. MANUFACTURERS' DRYING RECOMMENDATIONS SHALL BE FOLLOWED FOR WET -APPLIED INSULATION PRODUCTS PRIOR TO ENCLOSURE. 9. ALL PLUMBING FIXTURES AND FITTINGS SHALL MEET THE STANDARDS REFERENCED IN TABLE 1701.1 OF THE 2016 CALIFORNIA PLUMBING CODE. CGBSC SECTION 4.303.2. (E) 7'10"W. X 4'0"H. WIN. I I II II U5 III o III (E) LIVING ROOM �I x III o III ww II II (E) KITCHEN II o o (E) 2'X4' SKYLIGHT I 11'-6" II REMOVE (E) PORCH II II II (E) PORCH (E) 7'10"W. X 4'0"H. WIN. E) STUDY ROOM RESERVED GARAGE AREA: 53 FT 20'-1 " (E) GARAGE REQUIRED 20'X20' GARAGE OUTLINE 2 20 CD X 00 CV W 0 An LEGEND (E) CONSTRUCTION (N) CONSTRUCTION - - - - - (N) OVERHEAD CONSTRU 0 (N) DOOR O(N) WINDOW NEW WINDOW SCHEDULE MARK BATHROOM NOTES: HT. SILL. HT. STYLE TYPE GLAZING 1. SHOWER STALLS SHALL BE A MINIMUM FINISHED 6. THE MAXIMUM WATER TEMPERATURE TO A SHOWER 6'-0" 4'-0" 3'-0" SLIDING INTERIOR OF 1,024 SQUARE INCHES, BE CAPABLE OF OR TUB/SHOWER COMBINATION IS 120°F. THE WATER - 2 8'-0" 4'-0" ENCOMPASSING A 30 INCH DIAMETER CIRCLE. ANY DOORS HEATER THERMOSTAT CANNOT BE USED AS THE 0 - - 3 SHALL SWING OUT OF THE ENCLOSURE HAVE A CLEAR CONTROL FOR THIS TEMPERATURE. VALVES SHALL 5'-0" SLIDING - TEMPERED OPENING OF 22 INCHES MINIMUM. (CPC 408.5, 408.6) PROVIDE SCALD AND THERMAL SHOCK PROTECTION, 4 4'-0" 3'-0" SLIDING EGRESS AND BE PRESSURE -BALANCED, THERMOSTATIC, OR - SLIDING - 2. SHOWER STALLS AND BATHTUBS WITH SHOWER HEADS COMBINATION PRESSURE-BALANCED/THERMOSTATIC A3 INSTALLED, SHALL HAVE WALLS FINISHED WITH A MIXING IN ACCORDANCE WITH ASSE 1016 OR ASME NON-ABSORBENT SURFACE FOR A MINIMUM OF 6 FEET Al12.18.1/CSA B125.1. (CPC 408.3). '-6" 2'-0" ABOVE THE FLOOR. 7. ALL NEW SHOWERS AND TUB/SHOWER 3 THE WATER CLOSET SHALL HAVE A CLEARANCE OF 30 COMBINATIONS SHALL BE PROVIDED WITH INDIVIDUAL INCHES WIDE (15 INCHES ON CENTER) AND 24 INCHES IN CONTROL VALVES OF THE THERMOSTATIC MIXING, FRONT. (CPC 402.5) PRESSURE BALANCE OR COMBINATION VALVE TYPE 1 PER CPC SEC. 408.3 4. WHERE THE WATER CLOSET (OR OTHER PLUMBING FIXTURE) COMES INTO CONTACT WITH THE WALL OR FLOOR, 8. SEE TABLE FOR PLUMBING FIXTURE REQUIREMENTS 1W THE JOINT SHALL BE CAULKED AND SEALED TO BE ON THIS SHEET (SHEET A3). cn 10 WATERTIGHT. (CPC 402.2). U) N BED OOM 3 IC Q w - 5. SAFETY GLASS (TEMPERED OR LAMINATED) IS REQUIRED 4 5 1Z o FOR ALL GLASS SHOWER DOORS AND PARTITIONS AND FOR 5 w 1 WINDOWS IN WALLS FACING THE TUB OR SHOWER AND A3 INST LL (N) 1 LOCATED LESS THAN 60 INCHES ABOVE THE STANDING VAN Y, 1 SURFACE OF THE TUB/SHOWER AND WITHIN 60 INCHES PLUN BING HORIZONTALLY (CRC R308.4.1&5). FIXTI RES AND WAL /FLOOR TILE 4O 7 1 CONTROL 1 VALVE 1 2'-0" 10'-4" 14'-9" w CDM - 0 lo lo e0l'o loI (N) CONCRETE � I 0 / eA2 \ 1 w C° E) 200 STEP W/ 7" H. RISER U z 3 A P EMP 1 z O 0- (E) 7'10"W. X 2'0"H. WIN. (E) 7'10"W. X 2'0"H. WIN. 1 Lu N O ALIGN OI EQ. EQ. 2'-0" 3'-0" 8'-2" JIloo,'01 U I FINISH W/ NONABSORBENT w 1 SURFACE UP TO 6' HT. A.F.F. (E) BEDROOM 1 (E) BEDROOM 2 AROUND TUB/SHOWER PER CRC 307.2. 0 (E) LIVING ROOM INTALL (N) SHOWER DOORS -� <2> w (TEMPERED GLASS). SEE A6 (N) FAMILY ROOM Icn BATHROOM NOTES FOR 10 SAFETY GLAZING 1 REQUIREMENTS. 2" u J] N (E) HALLWAY x (E) BATH 1 0 0 ® (E)CLOSET w _________ (E) CLOSET 1 z_ REFRIG. Ez N TUDY ROOM X 1 0 0 = (E) KITCHEN L w m (E) MASTER BEDROOM F- (E) DINING ROOM - \� Q (E) 2'X4' SKYLIGHT � Z I w —----J 0 „ , CV (E) 1'1"W. X 2'9"11, WIN. (E) 7'10"W. X 3'0"H. WIN. (E) 30"W. X 6'8"H. DR. x 0 0 Ch N W EJ ❑ (E) 5'10"W. X 2'10"H. WIN. RESERVED GARAGE AREA: 53 FT 5'-4" 13'-10" 4'-5" 9'-2" 20'-1 " r` eik� N 2 FIRST FLOOR PROPOSED PLAN (E) GARAGE Al SCALE: 1/4" = 1'-0" NORTH LEGEND (E) CONSTRUCTION (N) CONSTRUCTION - - - - - (N) OVERHEAD CONSTRU 0 (N) DOOR O(N) WINDOW NEW WINDOW SCHEDULE MARK W. HT. SILL. HT. STYLE TYPE GLAZING NOTE 1 6'-0" 4'-0" 3'-0" SLIDING - - - 2 8'-0" 4'-0" 3'-0" SLIDING - - - 3 3'-0" 2'-0" 5'-0" SLIDING - TEMPERED - 4 6'-0" 4'-0" 3'-0" SLIDING EGRESS - - REQUIRED 20'X20' GARAGE OUTLINE .n NEW DOOR SCHEDULE MARK WIDTH HT. MATERIAL INTERIOR/ EXTERIOR TYPE NOTE 1 PR. 6'-0" 6'-8" G.L. EXTERIOR SLIDING - 2 2'-0" 6'-8" S.C. INTERIOR SWING - 3 2'-4" 6'-8" S.C. INTERIOR SWING - 4 2'-6" 6'-8" S.C. INTERIOR SWING - 5 PR. 8v-0" 6'-8" S.C. INTERIOR SLIDING - Designer Linda Lin 6525 Crown Blvd. #41068 San Jose, CA 95160 lindal. designstudio(agmailxom Project Name z W W Z � Date V W 0 A A a U > C Wa W W z z H 000 x o� ri Revisions By 0 11/25/18 L.L. Drawn L.L. Check Date 09/10/18 Scale Noted DEMOLITION AND PROPOSED FLOOR PLANS Sheet A 1 * 15/32" STRUCTURAL II SHTG WITH 8d @ 6"/12" * EXISTING OR NEW RAFTERS AT 24" O.C. * 1" MIN. AIR SPACE * R-30 INSULATION: 3 LAYERS OF 2" THICK, R-13.1 POLYISO RIGID FOAM INSULATION BOARD, OR SIMILAR * EXISTING OR NEW CEILING JOISTS AT 24" O.C. * 1/2" GYPBOARD, PAINTED COMPOSITION SHINGLE ROOF DETAIL SCALE: NONE 1. NEW ATTIC AREA A: 370 SQ.FT. TOTAL VENTILATION AREA REQUIRED: 370/150 = 2.47 SQ.FT. A). ONE EAVE VENTS PROVIDES: 3x 3" dia @ 24" O.C.=21.2 SQ. IN. TOTAL EAVE LENGTH AT ATTIC PERIMETER: 58'-2". TOTAL EAVE VENT PROVIDED: 58'-2"/24" = 29 ALONG EAVE VENT AREA PROVIDED: 29 x 21.2 = 614.8 SQ. IN = 4.27 SQ. FT. TOTAL VENT AREA PROVIDED = 4.27 > 2.47 SQ. FT. O.K. UNDER FLOOR VENTILATION CALCULATIONS AREA A - TOTAL UNDER FLOOR AREA ADDED: 370 SQ.FT. TOTAL VENTILATION AREA REQUIRED: 370/150 = 2.47 SQ. FT. EACH 5-1/2"X14" WIRE MESH VENT PROVIDES: 77 SQ. IN. 2.47 SQ.FT.X144/77 SQ.IN. = 5 TOTAL (N) WIRE MESH VENT NEEDED: 5 TOTAL (N) WIRE MESH VENT PROVIDED: 5 SEE ELEVATIONS ON A3 & A4 FOR VENT LOCATIONS GENERAL NOTES 1. (N) COMPOSITE ROOF SHINGLES THROUGHOUT, TYPE "A" TYP. 2. PROVIDE 2" DIA. EAVE VENTS W/ CORROSION -RESISTANT WIRE MESH COVER @ 12" O.C. TYP. I Fr..FNII D (E) ROOF OUTLINE (N) ROOF OUTLINE HOUSE EXTERIOR WALL OUTLINE NEW ATTIC AREA Designer Linda Lin 6525 Crown Blvd. #41068 San Jose, CA 95160 lindal. designstudio(ftmail.com Project Name L.L. Check z Date W Scale Noted V W 0 A A a U > 0 Wa W w z z H 000 x 0 Revisions By Drawn L.L. Check Date 09/10/18 Scale Noted EXISTING AND PROPOSED ROOF PLANS Sheet A2 + 15'-5" ROOF + 10'-3" 1ST FL CEILING (E) MASONRY FIREPLACE CHIMNEY o = (E) (E) Lu 00 Q J w + 2'-3" FIRST FLOOR FINISH GRADE r N 0'-0" TOP OF C(E) PAINTED STUCCO 2 EXISTING REAR ELEVATION A3 SCALE: 3/16" = 1'-0" (E) COMPOSITE ROOF SHINGLES E ATTIC F / \ N 00 (E) GARAGE (N) STUDY ROOM \ / (N) FAMILY ROOM N( ) ATTIC + 1'-1" GARAGE FLOOR Z FIN/ISH GRADE (E) CRAWL SPACE (N) CRAWL SPACE (E)FOUND ATION/ /// \/\/ (E) FOUNDATION (N) FOUNDATION, TYP. EXISTING FRONT ELEVATION (NO CHANGE) SCALE: 3/16" = 1'-0" 1ST FL CEILING + 2'-3" FIRST FLOOR FINISH GRADE ` 0=0" TOP OF CURB ATTIC INSULATION T-24 CALCULATION BATT OR BETTER. W (N) BEDROOM 3 S + 15'-5" ROJF 6 + 13'_3" RO F �`'� FN � cNi+ + 10'-3" 1ST FL CEILIN w z M J O (M O O W w CL O CL + 2'-3" FIRST FLOC R FINISH GRADE N TOP OF CUI � + 15'-5" ROOF + 12'-11" ROOF + 10'-3" 1ST FL CEILING WOOD STUDS EXTERIOR WALL PER STRUCT. n DWGS WITH R-13 BATT INSULATION, TYP. o� OO PROPOSED NORTH - SOUTH SECTION SCALE: 3/16" = V-0" TOP OF CURB // WOOD FLOOR DECK PER STRUCT. DWSBATT NSU ATION,I TH TYP. 19 (E) MASONRY FIREPLACE CHIMNEY (N) (E) COMPOSITE ROOF SHINGLES ■ice 3 PROPOSED REAR ELEVATION A3 SCALE: 3/16" = 1'-0" (E) PAINTED STUCCO ❑0 \ \ \ SHEET NOTES \ + 15'-5" ROOF + 10'-3" 1ST FL CEILING + 2'_ ' 1" FIRST FLOOR FIS NI 3H GRADE NTOP OF CURB 1. EXTERIOR PLASTER/STUCCO NOTES A) WEATHER RESISTIVE BARRIERS SHALL BE INSTALLED AS REQUIRED IN SECTION R703.2 AND, WHERE APPLIED OVER WOOD -BASED SHEATING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A PERFORMANCE AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER (R703.6.3) B) PLASTERING WITH PORTLAND CEMENT PLASTER SHALL NOT BE LESS THAN THREE COATS WHEN APPLIED OVER METAL LATH OR WIRE LATH AND SHALL BE NOT LESS THAN TWO COATS WHEN APPLIED OVER MASONRY, CONCRETE, PRESSURE -PRESERVATIVE TREATED WOOD OR DECAY -RESISTANT WOOD AS SPECIFIED IN SECTION R317.1 OR GYPSUM BACKING (R703.6.2) C) A MINIMUM 26 GA. GALVANIZED CORROSION -RESISTANT WEEP SCREED WITH: (R703.6.2.1) 1) A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3-1/2 INCHES PROVIDED AT OR BELOW THE FOUNDATION PLATE LINE AT ALL EXTERIOR WALLS. 2) THE SCREED SHALL BE PLACED A MINIMUM OF 4 INCHES ABOVE EARTH OR 2 INCHES ABOVE PAVED AREA. ►n Designer Linda Lin 6525 Crown Blvd. #41068 San Jose, CA 95160 lindal. designstudio(agmailxom Project Name L.L. Check 0 Date �W Scale Noted V W O A A a U O Wa W z 1�1 H O x W o� ri Revisions By 0 11/25/18 L.L. Drawn L.L. Check Date 09/10/18 Scale Noted EXISTING AND PROPOSED ELEVATIONS/ PROPOSED SECTIONS Sheet (E) MASONRY FIREPLACE CHIMNEY ONRY FIREPLACE CHIMNEY Q + 15'-5" ROOF a f15'-5" (N) CLASS A TILE ROOF; MATERIAL/ ROOF COLOR/TEXTURE TO MATCH (E) Q4 4 � (E) WOOD SIDING (E) COMPOSITE ROOF SHINGLES Q 4 4 (E) WOOD SIDING (E) COMPOSITE ROOF SHINGLES 12 12 1212 12'-10" ROOF 1-3" ROOF + 10+ 10'-3" OL 1ST FL CEILING T 0 c0 + 2'-3" FIRST FLOOR FINISH GRADE Y 0.0.1 � TOP OF CURB A( + 12'-10" ROOF + V-1" GARAGE FLOOR FINISH GRADE 0'-0" TOP OF CURB 3 12 D D (E) D N 0 0 0 0 D D D D + 1,_1„ GARAGE FLOOR FINISH GRADE (E) PAINTED STUCCO (E) BRICK VENEER 0'-0" TOP OF CURB EXISTING SIDE (WEST) ELEVATION SCALE: 3/16" = V-0" (E) COMPOSITE ROOF SHINGLES (E) PAINTED STUCCO EXISTING SIDE (EAST) ELEVATION SCALE: 3/16" = V-0" — (E) MASONRY FIREPLACE CHIMNEY Q 4 ^ 4� 12 ^ 12 (E) PAINTED STUCCO +y 15'-5" ROOF Q 1 (E) WOOD SIDIN 0 +10'-3" 1ST FL CEILING (N W� JI(E) LU co ++ 2'-3-3" FIRST FLOOR iv -0-FINISH GRADE TOP OF CURB + '-3" FIRST FLOOR FINISH GRADE Y i� 0'-0" INK (N) 5-1/2"X14" WIRE (N) PAINTED STUCCO MESH VENT, TYP. + 12'-10" ROOF + V-1" GARAGE FLOOR FINISH GRADE 0'-0" TOP OF CURB (E) COMPOSITE ROOF SHINGLES PROPOSED SIDE (WEST) ELEVATION SCALE: 3/16" = V-0" (E) PAINTED STUCCO — (E) MASONRY FIREPLACE CHIMNEY Q4 4� 12 12 3 12 ✓ v v v \ Q \( 1 + 12'-10" ROOF ILL D D (E) D N 0 0 0 0 D D D D + 1._1"GARAGE FLOOR FINISH GRADE Ah (E) PAINTED STUCCO (E) BRICK VENEER r 9J 0'-0" TOP OF CURB (E) WOOD SIDING (N) CLASS A TILE ROOF; MATE COLOR/TEXTURE TO MATCH (I PROPOSED SIDE (EAST) ELEVATION SCALE: 3/16" = V-0" FRAMING SYSTEM i STUCCO SYSTEM R-19 Insulation I .'� SHEET NOTES Min. 1/2"_t. F U N° ,/Min " 8, a " 0 o a � y o ° o o ❑ ° oe • _ o E° de • _ o hn ae u _ � 06 Ya SHEATHING .N L.L. �W FLASHING s MEMBRANE (optional) ;•t, WATER BARRIER A 2 Layers grade D paper a or approved equivalent SELF -FURRING LATH Wa 3.4 Ib/sq yd w z PORTLAND CEMENT •' ! PLASTER 3 Coats ;r a • • i , WEEP SCREED ri Minimum 4" above grade or 2" above paved areas STUCCO WALL SECTION @ WEEP SCREED SCALE: 3/16" = V-0" 1. EXTERIOR PLASTER/STUCCO NOTES: + 15'-5" ROOF + 13'-3" ROOF qV 1ST FL CEILING ++ 2'-3-3" FIRST FL FINISH GRADE 0101, TOP OF CURB A) WEATHER RESISTIVE BARRIERS SHALL BE INSTALLED AS REQUIRED IN SECTION R703.2 AND, WHERE APPLIED OVER WOOD -BASED SHEATING, SHALL INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE BARRIER WITH A PERFORMANCE AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER (R703.6.3) B) PLASTERING WITH PORTLAND CEMENT PLASTER SHALL NOT BE LESS THAN THREE COATS WHEN APPLIED OVER METAL LATH OR WIRE LATH AND SHALL BE NOT LESS THAN TWO COATS WHEN APPLIED OVER MASONRY, CONCRETE, PRESSURE -PRESERVATIVE TREATED WOOD OR DECAY -RESISTANT WOOD AS SPECIFIED IN SECTION R317.1 OR GYPSUM BACKING (R703.6.2) C) A MINIMUM 26 GA. GALVANIZED CORROSION -RESISTANT WEEP SCREED WITH: (R703.6.2.1) 1) A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3-1/2 INCHES PROVIDED AT OR BELOW THE FOUNDATION PLATE LINE AT ALL EXTERIOR WALLS. 2) THE SCREED SHALL BE PLACED A MINIMUM OF 4 INCHES ABOVE EARTH OR 2 INCHES ABOVE PAVED AREA. N Designer Linda Lin 6525 Crown Blvd. #41068 San Jose, CA 95160 lindal.designstudio -- mai coin Project Name 0 L.L. �W Date U W 0 A A a U C Wa W w z z H 0 x a 00 o� ri Revisions By 0 11/25/18 L.L. Drawn L.L. Check Date 09/10/18 Scale Noted EXISTING AND PROPOSED ELEVATIONS FSheet LOT 103 103 M 30-31 2' PUBLIC UTILITY EASEMENT PER 103 5' PUBLIC UTILITY// / M 30-31 EASEMENT PER 103 M 30-31 �. �� �\ LOT 102 103 M 30-31 COVERED PORCH 5' WIRE CLEARANCE g.9P EASEMENT PER 103 M 30-31 i9Q M LOT 90 103 M 30-31 CONTROL POINTS POINT NORTHING EASTING DESCRIPTION 1 14743.0817 14978.55341 CP N+T 7 14832.800b 14925.97521 CP SPIKE SURVEYOR'S NOTE THIS MAP CORRECTLY REPRESENTS A SURVEY DONE BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE LAND SURVEYORS ACT. THE BOUNDARY LINES SHOWN HEREON ARE BASED ON A BOUNDARY SURVEY DONE BY WILSON LAND SURVEYS. — 10-3-2018 ---------------------------------- KENNETH D. WILSON LS 5571 GENERAL NOTES 1. BUILDING CORNERS WERE LOCATED AT FINISH LOCATIONS (STUCCO, BLOCK OR WOOD AS IT EXISTS IN THE FIELD). UNDERGROUND UTILITY NOTE UNDERGROUND UTILITY LINES, IF SHOWN, DEPICT OUR ESTIMATION OF WHERE THE ACTUAL LINES MAY BE LOCATED. THE LINES WERE DETERMINED BY CONNECTING VISIBLE UTILITY APPURTENANCES AND ALSO BY USING PAINTED MARKINGS PLACED BY OTHERS. THE UNDERGROUND UTILITIES MAY OR MAY NOT BE AS DEPICTED ON THIS SURVEY. NO LIABILITY IS ACCEPTED FOR ANY DISCREPANCIES, OMISSIONS OR ERRORS WITH REGARD TO SAID UNDERGROUND UTILITY DEPICTIONS ON THIS SURVEY. BUILDING 2 00 °o. ' RICK FACADE °° °� LOT 89 103 M 30-31 AREA: .15 ACRES 6,301 SQ FT �01 ,I �6 00 X60 LOT 104 103 M 30-31 LOT 88 k 103 M 30-31 `�O. �OO. °O., F OH OVERHEAD LINE GS TV EVIDENCE OF UNDERGROUND TV LINE 1p� P � 06 / QD STORM DRAIN MANHOLE CP #1 A TITLE REPORT WAS NOT AVAILABLE FOR THIS PROPERTY WHEN THE MAP WAS PREPARED. CAUTION SHOULD BE EXERCISED WHEN DESIGNING THE SITE. THERE MAY BE EXISTING EASEMENTS THAT IMPACT THE PROPERTY. This map was prepared as an instrument of service for the preparation of plans and specifications for construction on the site shown on the map. The information shown hereon shall not be used in whole or in part for any other project without written authority of Wilson Land Surveys. Copyright 2018 Kenneth Wilson Wilson Land Surveys. All rights reserved. Copies of this drawing shall have this notice. Any drawing using the information on this map shall contain the following: "Topographic Survey by Wilson Land Surveys, Los Gatos, CA" LAND SSR\ pOUGLgS v LU U) Y 0 Z NO. 5571 s 10-3-2018 �9TF OF CAL\Fp��\P Email: kenw@wilsonlandsurveys.com www.wilsonlandsurveys.com I BOUNDARY SURVEY I AS REQUESTED BY: LAN CHENG LEGAL DESCRIPTION: LOT 89 103 M 30-31, CITY OF CUPERTINO, COUNTY OF SANTA CLARA, STATE OF CALIFORNIA APN: 369-13-022 DATE: SEPTEMBER 2018 FILENAME: J-085 PINEVILLE CHENG TOPO SITE ADDRESS: 10481 PINEVILLE AVE CUPERTINO, CA 95014 DRAWN BY:CALE: PROJECT: IJOB NUMBER: SHEET: CER IS 1"= 10` J-085 I J-085 1 1 OF 1 Iq GRAPHIC SCALE / 0 5 10 20 ( IN FEET) / 1 inch = 10 ft. LEGEND® DROP INLET O FOUND 3/4" IRON PIPE WITH NAIL IN MONUMENT WELL (S) SEWER MANHOLE / O SET 5/8" REBAR WITH PLASTIC CAP LS 9440 © SEWER CLEANOUT / O SET NAIL AND 3/4" BRASS TAG LS 9440 IN CONCRETE SIGN / �uy 10 FIRE HYDRANT Q CONTROL POINT / ® WATER VALVE / LAMP POST 3 WATER METER / ❑E ELECTRIC BOX O JOINT POLE / ❑ WOOD FENCE GUYWIRE CONCRETE ' W BLUE PAINT- EVIDENCE OF UNDERGROUND WATER LINE / LO LIVE OAK IN WO WHITE OAK ELECTRIC METER RW REDWOOD / GAS METER TYP. TYPICAL PROPERTY LINE / O MONITORING WELL ee CHAIN LINK FENCE ' P.U.E. PUBLIC UTILITY EASEMENT / G YELLOW PAINT, EVIDENCE OF UNDERGROUND GAS LINE S.P.E. SLOPE PROTECTION EASEMENT PHONE BOX BRICKS © PHONE MANHOLE PAVERS P EVIDENCE OF UNDERGROUND PHONE LINE TV BOX BUILDING OH OVERHEAD LINE GS TV EVIDENCE OF UNDERGROUND TV LINE 1p� P � 06 / QD STORM DRAIN MANHOLE CP #1 A TITLE REPORT WAS NOT AVAILABLE FOR THIS PROPERTY WHEN THE MAP WAS PREPARED. CAUTION SHOULD BE EXERCISED WHEN DESIGNING THE SITE. THERE MAY BE EXISTING EASEMENTS THAT IMPACT THE PROPERTY. This map was prepared as an instrument of service for the preparation of plans and specifications for construction on the site shown on the map. The information shown hereon shall not be used in whole or in part for any other project without written authority of Wilson Land Surveys. Copyright 2018 Kenneth Wilson Wilson Land Surveys. All rights reserved. Copies of this drawing shall have this notice. Any drawing using the information on this map shall contain the following: "Topographic Survey by Wilson Land Surveys, Los Gatos, CA" LAND SSR\ pOUGLgS v LU U) Y 0 Z NO. 5571 s 10-3-2018 �9TF OF CAL\Fp��\P Email: kenw@wilsonlandsurveys.com www.wilsonlandsurveys.com I BOUNDARY SURVEY I AS REQUESTED BY: LAN CHENG LEGAL DESCRIPTION: LOT 89 103 M 30-31, CITY OF CUPERTINO, COUNTY OF SANTA CLARA, STATE OF CALIFORNIA APN: 369-13-022 DATE: SEPTEMBER 2018 FILENAME: J-085 PINEVILLE CHENG TOPO SITE ADDRESS: 10481 PINEVILLE AVE CUPERTINO, CA 95014 DRAWN BY:CALE: PROJECT: IJOB NUMBER: SHEET: CER IS 1"= 10` J-085 I J-085 1 1 OF 1