Loading...
approved plans RM-2018-23.pdf0 CUPERTII Case Apprc Apprc Signa 1 Community eve opment Departme IP1RfW fiL1Fiv0iAfiA:Cupertino 4 LU RESID&LROVED 20387 FW4201-W2U, al Bo°StWE: VBAMILY ILFUL Y IDPRIC KLERED al DaWCUFOt�/VROUPS: R-3, U t ZOR17.5 re Eh,Y^ • "�rv�-UsL_. �QEfvSil - •AC . ) APN: 34es�$/laV21 LOT SIZE: 9,199 SQ.FT. TOTAL EXISTING LIVING AREA: 1,678 SQ.FT. TOTAL PROPOSED LIVING AREA: 2,437 SQ.FT. TOTAL LIVING AREA ADDED: 759 SQ.FT. (E) GARAGE AREA: 399 SQ.FT. (NO CHANGE) EXISTING FLOOR AREA: 2,077 SQ.FT. PROPOSED FLOOR AREA: 2,836 SQ.FT. TOTAL FLOOR AREA ADDED: 759 SQ.FT. MAXIMUM FLOOR AREA RATIO ALLOWED: 45% EXISTING FLOOR AREA RATIO: 23% PROPOSED FLOOR AREA RATIO: 31% HOUSE ADDITION PERCENTAGE TO EXISTING HOUSE: 37% REQUIRED FIRST STORY MAX. HEIGHT: 28' PROPOSED FIRST STORY HEIGHT AT FIRST STORY ADDITION: 14'-0" & 13'-5" 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 0tole] a 010&T1�7:1:� HOUSE LIVING SPACE ADDITION AROUND BACK OF THE HOUSE. RECONFIGURE EXISTING MASTER BEDROOM AREA TO CONVERT IT TO A NEW BEDROOM. 1) CONSTRUCT NEW 409 S.F. LIVING SPACE AT NORTH WEST CORNER OF EXISTING HOUSE AREA. THE ADDITION INCLUDES NEW MASTER BEDROOM, NEW MASTER BATHROOM AND NEW WALK-IN CLOSET. INSTALL NEW VANITY CABINETS, COUNTERTOPS, PLUMBING FIXTURES, WALL/FLOOR TILES AT NEW MASTER BATHROOM. 2) CONSTRUCT NEW 350 S.F. LIVING SPACE AT NORTH EAST CORNER OF EXISTING HOUSE AREA. THE ADDITION INCLUDES NEW BEDROOM #4, NEW STUDY ROOM, NEW BATHROOM #2 AND NEW WALK-IN CLOSET. INSTALL NEW VANITY CABINETS, COUNTERTOPS, PLUMBING FIXTURES, WALL/FLOOR TILES AT NEW BATHROOM #2. 3) CONSTRUCT NEW BEDROOM #3 AND A NEW WALK-IN CLOSET AT EXISTING MASTER BEDROOM AND MASTER BATHROOM AREA. 4) RELOCATE (E) 200 AMP MAIN ELECTRICAL PANEL 5) RELOCATE (E) CONDENSER. 6) PROVIDE MECHANICAL, ELECTRICAL AND PLUMBING ITEMS/EQUIPMENT WITHIN ABOVE SCOPE OF WORK AREAS, INCLUDING NEW LIGHT FIXTURE LAYOUT. 7)REMOVE BACKYARD PORCH. 8) 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. 8) NO TREES AT EXISTING PROPERTY AND NO TREES WILL BE REMOVED. DRAWING INDEX: AID TITLE SHEET/SITE PLAN Al DEMOLITION AND PROPOSED FLOOR PLANS A2 EXISTING AND PROPOSED ROOF PLANS A3 EXISTING AND PROPOSED ELEVATIONS A4 EXISTING AND PROPOSED ELEVATIONS A5 PROPOSED SECTIONS A6 PROPOSED MEP PLAN K•]11 1[lei IN11.11EQ2R9rVI_1If5d21LVA 12101MU2301[•]26yUr_1I T-24 ENERGY REPORT AND CALCULATIONS - PART 1 T-24 ENERGY REPORT AND CALCULATIONS - PART 2 CALGREEN RESIDENTIAL CHECKLIST S1 STRUCTURAL NOTES S2 STRUCTURAL DETAILS S3 SUBFLOOR FOUNDATION PLAN AND DETAILS S4 SUBFLOOR FOUNDATION PLAN S5 ROOF FRAMING AND CEILING FRAMING PLANS STRUCTURAL CALCULATIONS FLOOR AREA DIAGRAM: FLOOR AREA DIAGRAM SCALE: 1/16" = 1'-0" IN -11311M M0 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. 5. ALL PUBLIC IMPROVEMENTS MUST BE COMPLETED PRIOR TO OCCUPANCY. 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. E) 1901421 y0 \ 0.... SITE PLAN SCALE: 3/32" = 1'-0" \ H REFER TO 6/A2 FOR CITY \....... pRn� STANDARD CLEAN OUT DETAIL ................. ,9 Lim (E) GROU D (E) BRICK 20408 CLAY ST. GENERAL NOTES: / CONC 1. THESE PLANS AND DESCRIPTION OF MATERIALS SHALL GOVERN THE EXTENT OF THE WORK TO BE DONE. ANY DISCREPANCY BETWEEN THESE DOCUM TS AND FIELD CONDITIONS MUST BE CALLED TO THE ATTENTION OF THE DESICyNERS AND STRUCTURAL ENGINEER. ANY DISCREPANCY NOT REPORTED TO THE DESIGNEY 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. 20387 CLAY ST. EXISTING HOUSE AREA (2,077 S.F.) (E) CONCRETE PORCH (E) CONCRETE DRIVE WAY 0 3 0 z WE 0 83'-10" 0y R OVERHANG S' S° I �N LR„ ck\ -------- I (E) GROUND ----- I Cp�� 78 0 4/41 (E) o II o (E) 6'H. WOOD FENCE TO I v REMAIN, TYP. �� I Q1 I O (E) 35 METER Q� 0 UNE PRpPE------ - (E) CONCRETE SIDEWALK --------/ ---(E) 4"0 PVC / SEWER LATERAL (E) GROUND /� (E) 3/4-0 N SEW E / CL UT / x,36 03 / E) WATER / CLAY STREET �i N O o0• SO / 8"9 VCP SEWER MAIN PROJECT CONTACT INFO: PROPERTY OWNER LAURA LU 408-221-6032 20387 CLAY STREET, CUPERTINO, CA 95014 CONTRACTOR T.B.D. ADDRESS: MgiN DESIGNER LINDA LIN 408-627-1299 6525 CROWN BLVD. #41068 SAN JOSE, CA 95160 STRUCTURAL ENGINEER JOE CHYOU 408-229-3517 6525 CROWN BLVD. #41068 SAN JOSE, CA 95160 SHEET NOTES 1. LOT COVERAGE - NET LOT SIZE: 9,199 SQ.FT. MAXIM LOT COVERAGE ALLOWED: 45% X 9,199 = 4,140 SQ.FT. PLUS 5% (ROOF OVERHUNG, FRONT & BACK PORCH) X 9,199 = 460 SQ.FT. RESERVED GARAGE AREA: 28 SQ.FT. TOTAL ALLOWED: 4,140 + 460 -28 = 4,572 SQ.FT. PROPOSED FOOTPRINT OF THE HOUSE 2,836 SQ.FT. PROPOSED FOOTPRINT OF HOUSE PLUS ROOF OVERHUNG & FRONT PORCH AREA: 3,406 SQ.FT. < 4,572 SQ.FT. OK. 2. ALL FENCES ARE EXISTING STANDARD 6' HT. RESIDENTIAL FENCES. NO PROPOSED FENCES. 3. NO EXISTING TREES AT THIS PROPERTY. THUS, NO EXISTING TREES WILL BE REMOVED. 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: Si§veratla Ave ® SpringLight r cN CressRoadsmusi4 E' and Instruments v m Racket Supply ;ope Center Argonaut to + & Door, Inc Q p Aqui Cuperlin4 N t) SilveradaAve Silverado ave Clay M A LU 0 m v in �'(I x5544 A clifden way PROJECT AREA Designer Linda Lin 6525 Crown Blvd. #41068 San Jose, CA 95160 lindal. designstudio@gmail.com Project Name EXISTING AREA PROPOSED AREA ADDED AREA HOUSE LIVING AREA 1,678 S.F. 2,437 S.F. 759 S.F. GARAGE AREA 399 S.F. 399 S.F. 0 S.F. HOUSE FLOOR AREA 2,077 S.F. 2,836 S.F. 759 S.F. IN -11311M M0 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. 5. ALL PUBLIC IMPROVEMENTS MUST BE COMPLETED PRIOR TO OCCUPANCY. 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. E) 1901421 y0 \ 0.... SITE PLAN SCALE: 3/32" = 1'-0" \ H REFER TO 6/A2 FOR CITY \....... pRn� STANDARD CLEAN OUT DETAIL ................. ,9 Lim (E) GROU D (E) BRICK 20408 CLAY ST. GENERAL NOTES: / CONC 1. THESE PLANS AND DESCRIPTION OF MATERIALS SHALL GOVERN THE EXTENT OF THE WORK TO BE DONE. ANY DISCREPANCY BETWEEN THESE DOCUM TS AND FIELD CONDITIONS MUST BE CALLED TO THE ATTENTION OF THE DESICyNERS AND STRUCTURAL ENGINEER. ANY DISCREPANCY NOT REPORTED TO THE DESIGNEY 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. 20387 CLAY ST. EXISTING HOUSE AREA (2,077 S.F.) (E) CONCRETE PORCH (E) CONCRETE DRIVE WAY 0 3 0 z WE 0 83'-10" 0y R OVERHANG S' S° I �N LR„ ck\ -------- I (E) GROUND ----- I Cp�� 78 0 4/41 (E) o II o (E) 6'H. WOOD FENCE TO I v REMAIN, TYP. �� I Q1 I O (E) 35 METER Q� 0 UNE PRpPE------ - (E) CONCRETE SIDEWALK --------/ ---(E) 4"0 PVC / SEWER LATERAL (E) GROUND /� (E) 3/4-0 N SEW E / CL UT / x,36 03 / E) WATER / CLAY STREET �i N O o0• SO / 8"9 VCP SEWER MAIN PROJECT CONTACT INFO: PROPERTY OWNER LAURA LU 408-221-6032 20387 CLAY STREET, CUPERTINO, CA 95014 CONTRACTOR T.B.D. ADDRESS: MgiN DESIGNER LINDA LIN 408-627-1299 6525 CROWN BLVD. #41068 SAN JOSE, CA 95160 STRUCTURAL ENGINEER JOE CHYOU 408-229-3517 6525 CROWN BLVD. #41068 SAN JOSE, CA 95160 SHEET NOTES 1. LOT COVERAGE - NET LOT SIZE: 9,199 SQ.FT. MAXIM LOT COVERAGE ALLOWED: 45% X 9,199 = 4,140 SQ.FT. PLUS 5% (ROOF OVERHUNG, FRONT & BACK PORCH) X 9,199 = 460 SQ.FT. RESERVED GARAGE AREA: 28 SQ.FT. TOTAL ALLOWED: 4,140 + 460 -28 = 4,572 SQ.FT. PROPOSED FOOTPRINT OF THE HOUSE 2,836 SQ.FT. PROPOSED FOOTPRINT OF HOUSE PLUS ROOF OVERHUNG & FRONT PORCH AREA: 3,406 SQ.FT. < 4,572 SQ.FT. OK. 2. ALL FENCES ARE EXISTING STANDARD 6' HT. RESIDENTIAL FENCES. NO PROPOSED FENCES. 3. NO EXISTING TREES AT THIS PROPERTY. THUS, NO EXISTING TREES WILL BE REMOVED. 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: Si§veratla Ave ® SpringLight r cN CressRoadsmusi4 E' and Instruments v m Racket Supply ;ope Center Argonaut to + & Door, Inc Q p Aqui Cuperlin4 N t) SilveradaAve Silverado ave Clay M A LU 0 m v in �'(I x5544 A clifden way PROJECT AREA Designer Linda Lin 6525 Crown Blvd. #41068 San Jose, CA 95160 lindal. designstudio@gmail.com Project Name L.L. Check Date 07/06/18 Scale W w 0 rw, W Y/ A C8 � U 0 Z 0� w ~ NA M oa W U A Revisions By Drawn L.L. Check Date 07/06/18 Scale Noted TITLE SHEET /SITE PLAN FSheet Ea CUPERTII Case Apprc Apprc Signa Community eve opment Departme Planning Division — Cupertino + APPROVED RM -2018-23 Application Number(s) a I Body: Director / Staff a I Date 09/17/18 t re Ellen Yau Case Manager (It) CC C 20'-0" DEMOLITION FLOOR PLAN n\) � SCALE: 1/4" = 1'-0" NORTH LEGEND (E) CONSTRUCTION _ (E) CONSTRUCTION TO BE DEMOLISHED (N) CONSTRUCTION - - - - - (N) OVERHEAD CONSTRUCTION Designer Linda Lin 6525 Crown Blvd. #41068 San Jose, CA 95160 lindal. designstudio(agmailxom Project Name Revisions By Drawn L.L. Check W 07/06/18 Scale Noted A 0W � w � 0 W A U C8 � U 0 � Z 01 w �Ix ~ NA M oa W U A Revisions By Drawn L.L. Check Date 07/06/18 Scale Noted DEMOLITION FLOOR PLAN FSheet Al Case Apprc Apprc Signa Designer Linda Lin 6525 Crown Blvd. #41068 San Jose, CA 95160 lindal. designstudio(agmailxom Project Name L.L. Check i� Date 07/06/18 Scale W 0W w o A C8 � U 0 Z 019 w ~ NA M oa W u A Revisions By Drawn L.L. Check Date 07/06/18 Scale Noted PROPOSED FLOOR PLAN Sheet A2 Case Apprc Apprc Signa mmunity Development DepartmE Planning Division — Cupertino APPROVED RM -2018-23 Application Number(s) I Body: Director/ Staff I Date 09/17/18 Ellen Yau Case Manager ROOF CONSTRUCTION * CLASS A RATED HIGH PROFILE COMPOSITION SHINGLES * 1 LAYER 30# FELT * 15/32" STRUCTURAL II SHTG WITH 8d W' /12" * EXISTING OR NEW RAFTERS AT 24" 0. C. * R-30 BATT INSULATION * EXISTING OR NEW CEILING JOISTS AT 24" O.C. * 1/2" GYPBOARD, PAINTED COMPOSITION SHINGLE ROOF DETAIL SCALE: 1 " = 1'-0" SCALE: 3/16" = 1'-0" ATTIC/ROOF VENTILATION CALCULATIONS 1. NEW ATTIC AREA A: 511 SQ.FT. TOTAL VENTILATION AREA REQUIRED: 511/150 = 3.41 SQ. FT. A). ONE EAVE VENTS PROVIDES: 3x 3" dia @ 24" O.C.=21.2 SQ. IN. TOTAL EAVE LENGTH AT ATTIC PERIMETER: 70'-2". TOTAL EAVE VENT PROVIDED: 70'-2"/24" = 36 ALONG EAVE VENT AREA PROVIDED: 36 x 21.2 = 763.2 SQ. IN = 5.3 SQ. FT. B). ONE GABLE VENT PROVIDES 18"X24" (CLEAR OPENING 140 SQ. IN.=0.972 SQ. FT.) TOTAL (2) GABLE VENT PROVIDED. VENT AREA = 2 X 0.972 = 1.94 SQ. FT. TOTAL VENT AREA PROVIDED = 5.3 + 1.94 = 7.24 >= 3.41 SQ. FT. 0. K. 1. NEW ATTIC AREA B: 350 SQ.FT. TOTAL VENTILATION AREA REQUIRED: 350/150 = 2.33 SQ.FT. A). ONE EAVE VENTS PROVIDES: 3x 3" dia © 24" O.C.=21.2 SQ. IN. TOTAL EAVE LENGTH AT ATTIC PERIMETER: 59'-0". TOTAL EAVE VENT PROVIDED: 59'-0"/24" = 30 ALONG EAVE VENT AREA PROVIDED: 30 x 21.2 = 636 SQ. IN = 4.42 SQ. FT. B). ONE GABLE VENT PROVIDES 18"X24" (CLEAR OPENING 140 SQ. IN.=0.972 SQ. FT.) TOTAL (1) GABLE VENT PROVIDED. VENT AREA = 0.972 SQ. FT. TOTAL VENT AREA PROVIDED = 4.42 + 0.972 = 5.39 >= 2.33 SQ. FT. O.K. UNDER FLOOR VENTILATION CALCULATIONS AREA A — TOTAL UNDER FLOOR AREA ADDED: 409 SQ.FT. TOTAL VENTILATION AREA REQUIRED: 409/150 = 2.73 SQ. FT. EACH 5-1/2"X14" WIRE MESH VENT PROVIDES: 77 SQ. IN. 2.73 SQ.FT.X144/77 SQ.IN. = 6 TOTAL (N) WIRE MESH VENT NEEDED: 6 TOTAL (N) WIRE MESH VENT PROVIDED: 6 SEE ELEVATIONS ON A4 & A5 FOR VENT LOCATIONS AREA B — TOTAL UNDER FLOOR AREA ADDED: 350 SQ.FT. TOTAL VENTILATION AREA REQUIRED: 350/150 = 2.33 SQ. FT. EACH 5-1/2"X14" WIRE MESH VENT PROVIDES: 77 SQ. IN. 2.33 SQ.FT.X144/77 SQ.IN. = 5 TOTAL (N) WIRE MESH VENT NEEDED: 5 TOTAL (N) WIRE MESH VENT PROVIDED: 5 SEE ELEVATIONS ON A4 & A5 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" 0. C. TYP. i r=r;r=Kin (E) ROOF OUTLINE (N) ROOF OUTLINE HOUSE EXTERIOR WALL OUTLINE Designer Linda Lin 6525 Crown Blvd. #41068 San Jose, CA 95160 lindal. designstudio(agmailxom Project Name L.L. Check Date 07/06/18 Scale W 0W w o A C8 � U 0 � Z 0� w �� ~ NA M oa W U A Revisions By Drawn L.L. Check Date 07/06/18 Scale Noted EXISTING AND PROPOSED ROOF PLANS Sheet Case Apprc Apprc Signa Designer Linda Lin 6525 Crown Blvd. #41068 San Jose, CA 95160 lindal. designstudio(agmailxom Project Name L.L. Check i� Date 07/06/18 Scale W 0W w o A C8 � U 0 Z 019 w ~ NA M oa W u A Revisions By Drawn L.L. Check Date 07/06/18 Scale Noted EXISTING AND PROPOSED ELEVATIONS Sheet Case Apprc Apprc Signa Designer Linda Lin 6525 Crown Blvd. #41068 San Jose, CA 95160 lindal. designstudio(agmailxom Project Name L.L. Check i� Date 07/06/18 Scale W 0W w o A C8 � U 0 Z 019 w ~ NA M oa W u A Revisions By Drawn L.L. Check Date 07/06/18 Scale Noted EXISTING AND PROPOSED ELEVATIONS Sheet A5 Ea CUPERTII Case Appr( Appr( Signa ommunity Development DepartmE Planning Division — Cupertino APPROVED RM -2018-23 Application Number(s) I Body: Director/ Staff I Date 09/17/18 Ellen Yau Case Manager ATTIC INSULATION PER T-24 CALCULATION. R-30 BATT OR BETTER, TYP. + 13'-5" + 14'-0" ROOF \ \ (E) CRAWL SPACE (E) CRAWL SPACEto (01 (N) CRAWL SPACE / WOOD FLOOR DECK PER \\\ \\\\\\\\\\\\\\\\\ \\\\ BATT INSULATION, TYP. DWGS WITH R-19 \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \\\\\\\\\\\\\\\\\\\\\\ \\\\\\ STRUCT. \ \ \ \ \ \ / \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\\ \(E) FOUNDATION,� P.\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\(N) FOUNDATION \\ \\\\\\ \\\\\\\\\\\\\\\\\\\\\\\�\\\\�\ PROPOSED EAST - WEST SECTION SCALE: 3/16" = 1'-0" ATTIC INSULATION PER T-24 CALCULATION. R-30 BATT OR BETTER, TYP. — + 14'-5" ROOF + 13'-5" ROOF N ATTIC + 10'-2" E ATTIC 1ST FL CEILING x U) I � w WOOD STUDS EXTERIOR O O \ w WALL PER STRUCT. DWGS WITH R-13 BATT MASTER --DROOM (N) BEDROOM 30 (E) BEDROOM 1 INSULATION, TYP. / w FIRST FLOOR / FINISH GRN \ \\ (N) CRAWL SPACE � � � � (E) CRAWL SPACE (E) CRAWL SPACE \\ \\ \ WOOD FLOOR DECK PER STRUCT. DWGS WITH R-19 BATT INSULATION, TYP. \ \\\/ (N) \OUNDA\ION\ (E) FOUNDATIONS PROPOSED NORTH - SOUTH SECTION SCALE: 3/16" = 1'-0" SHEET NOTES . 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. Designer Linda Lin 6525 Crown Blvd. #41068 San Jose, CA 95160 lindal. designstudio(agmailxom Project Name L.L. Check Date N ATTIC Scale W 0W E ATTIC 0 A C8 � U + 1 Z 019 ~ NA M oa W + 9 1ST FL CEILING A 1ST FL CEILING WOOD STUDS EXTERIOR = o WALL PER STRUCT. DWGS WITH R-13 BATT r2 o / x o INSULATION, TYP. O am w (N) BEDROOM 3 O \ (N) WALK-IN E ATH 1 E LI ING ROOM E FAMI ROOM O I N BEDROOM 4 N B TH 2 cA w I CLOSET °° °' w °' 00 g 00 o o o / \ CL / \ v FIRST FLOOR _ FIRST FLOOR FINISH GRAD N i .i N FINISH GRADE \ \ (E) CRAWL SPACE (E) CRAWL SPACEto (01 (N) CRAWL SPACE / WOOD FLOOR DECK PER \\\ \\\\\\\\\\\\\\\\\ \\\\ BATT INSULATION, TYP. DWGS WITH R-19 \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \\\\\\\\\\\\\\\\\\\\\\ \\\\\\ STRUCT. \ \ \ \ \ \ / \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\\ \(E) FOUNDATION,� P.\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\(N) FOUNDATION \\ \\\\\\ \\\\\\\\\\\\\\\\\\\\\\\�\\\\�\ PROPOSED EAST - WEST SECTION SCALE: 3/16" = 1'-0" ATTIC INSULATION PER T-24 CALCULATION. R-30 BATT OR BETTER, TYP. — + 14'-5" ROOF + 13'-5" ROOF N ATTIC + 10'-2" E ATTIC 1ST FL CEILING x U) I � w WOOD STUDS EXTERIOR O O \ w WALL PER STRUCT. DWGS WITH R-13 BATT MASTER --DROOM (N) BEDROOM 30 (E) BEDROOM 1 INSULATION, TYP. / w FIRST FLOOR / FINISH GRN \ \\ (N) CRAWL SPACE � � � � (E) CRAWL SPACE (E) CRAWL SPACE \\ \\ \ WOOD FLOOR DECK PER STRUCT. DWGS WITH R-19 BATT INSULATION, TYP. \ \\\/ (N) \OUNDA\ION\ (E) FOUNDATIONS PROPOSED NORTH - SOUTH SECTION SCALE: 3/16" = 1'-0" SHEET NOTES . 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. Designer Linda Lin 6525 Crown Blvd. #41068 San Jose, CA 95160 lindal. designstudio(agmailxom Project Name L.L. Check Date 07/06/18 Scale W 0W w 0 A C8 � U 0 Z 019 ~ NA M oa W U A Revisions By Drawn L.L. Check Date 07/06/18 Scale Noted PROPOSED SECTIONS Sheet 'CUPERTINC Case # Appro� Appro-�, SignatL ommunity Development Department Planning Division — Cupertino APPROVED RM -2018-23 Application Number(s) I Body: Director / Staff I Date 09/17/18 ii e Ellen Yau Case Manager 5' WIRE CLEARANCE EASEM E 20387 Clay Street Cupertino APN: 369-38-023 -1 r r1 /- --7 CONC 7 --- 101.5 / 101. GROUND/ 100.9 Scale: 1" = 10' Prepared by: Checked by: Date: 11/2/2017 Project No: 217143 x1 00.5 MH RIM: 100.50 0 (�) LAND v RYAN A. MIX N0. 8743 \% 10' PUBLIC UTILITY EASEMENT PARTIAL TOPOGRAPHIC SURVEY MAP Sheet No: T-1 PROPERTY LINE EXISTING LOTS C ENTERUNE -- -- EASEMENT LINE --ss SANITARY SEWER LINE — —SD we]:I wv N DISCLAIMER: STORM DRAIN LINE OVERHEAD POWER LINE WOOD FENCE POWER POLE EIRE HYDRANT JOINT POLE SURVEY MONUMENT FOUND TB M (ELEVATION) WATER VALVE AC ASPHALT AD AREA DRAIN ANC ANCHOR B SBL BUILDING SETBACK LINE C&G CURB AND GUTTER CB CATCH BASIN CO CLEAN OUT DW DRIVEWAY EB ELECTRIC BOX EM ELECTRIC METER EP EDGE OF PAVEMENT FH FIRE HYDRANT GA GUY ANCHOR GM GAS METER GV GAS VALVE IV IRRIGATION VALVE LP LIGHT POLE MB MAIL BOX MH UTILITY MANHOLE P.U.E. PUBLIC UTILITY EASEMENT P BRICK GONG PILLAR PP POWER POLE (R) RADIAL BEARING SL STREET LIGHT SDMH STORM DRAINAGE MANHOLE SSMH SANITARY SEWER MANHOLE SSC 0 SANITARY SEWER CLEAN OUT TC D THROUGH CURB DRAIN TS TRAFFIC SIGN VG VALLEY GUTTER WM WATER METER WV WATER VALVE SMP ENGINEERS OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF ELECTRONIC COPIES OF THIS PLAN. NOTE: THIS MAP REPRESENTS TOPOGRAPHY OF THE SURFACE FEATURES ONLY. UNLESS SPECIFIED ON THIS MAP, LOCATIONS OF THE UNDERGROUND UTILITIES ARE NEITHER INTENDED NOR IMPLIED. FOR THE LOCATIONS OF UNDERGROUND UTILITIES CALL "USA" (1-800-642-2444). SURFACE FEATURES ARE LOCATED BY MEANS OF A STATION AND OFFSET FROM THE CONTROL LINE. BASIS OF BEARINGS: FOUND SURVEY MONUMENTS. RECORD INFORMATION WAS USED. PER RECORD MAP, BOOK:187 PAGE:40 WHICH IS FILED IN THE COUNTY OF SANTA CLARA RECORDER'S OFFICE. SITE BENCHMARK: SURVEY CONTROL SET MAG NAIL ELEVATION=100.00' (ASSUMED DATUM) KinTCC- 1. ALL DIMENSIONS ARE GIVEN IN FEET AND DECIMALS THEREOF. 2. THE GROSS AREA OF LAND OF RECORD IS 9,451 SQ. FT. f. 3. THE MAP WAS BASED ON A GRANT DEED DOC.# 23727487 BY CORNERSTONE TITLE CO. DATED 8/16/2017, RECORDED IN SANTA CLARA COUNTY. 4. ALL EXISTING BUILDINGS ARE WOOD. 5. FOR PRECISE SPECIES OF TREES A CERTIFIED ARBORIST SHALL BE CONSULTED. 6. THIS DRAWING REPRESENTS A TOPOGRAPHIC SURVEY PREPARED IN CONFORMANCE WITH THE REQUIREMENTS OF THE LAND SURVEYORS ACT. THE PROPERTY LINES SHOWN HEREON ARE COMPILED FROM RECORD DATA AND REPRESENT THE BEST GRAPHICAL FIT BETWEEN RECORD INFORMATION AND THE TOPOGRAPHICAL FEATURES SURVEYED AND SHOULD NOT BE RELIED UPON OR USED FOR ANY OTHER PURPOSES. PURSUANT TO THE CLIENT'S DIRECTION A BOUNDARY SURVEY WAS NOT PERFORMED AT THIS TIME WHICH MAY HAVE DETERMINED THE ACTUAL PROPERTY LINES. SCALE 1"= 10' GRAPHIC SCALE 10 0 5 10 20 40 ( IN FEET ) 1 inch = 10 ft. O REVISIONS DESIGN DESIGN CITY APPR. BY DATE APPR. DATE CITY OF CUPERTINO