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Stamped Plan Set_2.pdfCo ulity Development Departure I ning Division —Cupertino ❑ PLANNING DEPARTMENT ❑ FRELIMINAR�r ❑ DESIGN REVIEW SU5MITTAL ❑ 5UILDING DEPARTMENT ❑ FLAN CHEC< SU5MITTAL ❑ AFFROYED FOR CON6TRUCTION (NOT FOR CONSTRUCTION) O O O ❑ xz �,xsr �.,xx � xsr �.,xsr`�„�„• IMARVEMNIVANYAMM1111 11” �y UPPER 013013 LDWEIR TIME -w = Y ° GARAGE (HATCHED) ` = rsSr ,.i,rsS!' hrsSr h,rsSr h,rsSr h,rsSr R, Sr h,rsSr h„Sr hrsSr hrsSr _y µ off_ o off_ yam_ a a DA 11.12 X 42 = 119 ® IS X 35 z630 a o ® X 10,33 a 10,33 ® 15 X 25 a 315 n 7_1 - © 2 X 12 = 24 © 5.12 X 19,66 = 101 a I X 20 = 20 0 1 X 11,33 = 11,33 I X 11,5 = 11,5 2 X 11,5 = 23 0 1,33 X 15,33 20,3S 1,146 LOWER LIVING 805 UPPER LIVING 805 UPPER LIVING 21 X 21 = 441 441 GARAGE 2,392 TOTAL FAF, o kF_D_)Ek(Dk[L(Ba SCOPE OF WORK: L) NEW 2nd STORY RESIDENCE: FIRST FLOOR (1,238 SF) WITH 441 SF ATTACHED GARAGE AND COVERED ENTRY, 2,) 2nd STORY FLOOR (821 SF) (3) 5EDROOM6/(2) BATHS. INCORPORATE GITT'S 201(o CALGREEN CHECKLIST: STAFF ENCOURAGES BUT NOT REQUIRED GREEN BUILDING ASPECTS, 1) ENERGY EFFICIENCY, 2) WATER CONSERVATION, 3) HEALTHY STRUCTURES, DEFERRED ITEMS: L) SPRINKLER SYSTEM GENERAL NOTES: 1, CONTRACTOR SHALL VERIFY CONDITIONS 8 DIMENSIONS BEFORE WORK BEGINS, 2, ERECT SECURITY BARRICADES TO PROTECT LOCKABLE INTEGRITY OF RESIDENCE, 3. ANY ITEMS TO BE REMOVED e DISCARDED MAY BE RETAINED AT THE OWNER'S OPTION, VERIFY INTENT BEFORE REMOVAL. 4, ALL BUILDING 8 GARAGES TO BE DEMOLISHED AND REMOVED, 5, ALL DRIVEWAYS, PATIOS d CONCRETE WALKWAYS TO BE REMOVED, 6, ALL PERITAGE TREES TO BE PROTECTED AS PER ARBORIST'S REPORT d CITY REQUIREMENTS, 1, ALL FENCES -m PROPERTY LINES TO REMAIN, REQUIRED AUTOMATIC FIRE SPRINKLER IN 2 STORY RESIDENCE "FULLY SPRINKEREDII A) AN AUTOMATIC FIRE SPRINKLER SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH N,F,P,A, 13D, B) FAST RESPONSE SPRINKLER HEADS SHALL BE INSTALLED IN GARAGES 3 WORKSHOP AREAS, 7,) THE SUPPRESSION CONTRACTOR SHALL PROVIDE TWO (2) COPIES OF WORKING DRAWINGS B CALCS TO FIRE DISTRICT, D) THE FIRE DISTRICT SHALL ISSUE A PERMIT PRIOR TO THE INSTALLATION OF THE FIRE SPRINKLER SYSTEM, E) THE SPRINKLER CONTRACTOR SHALL HAVE A CITY BUSINESS LICENSE AND WORKERS COMP. CERTIFICATE ON FILE WITH THE CITY OF CUPERTINO BUILDING DIVISION, 1,) ALL CONSTRUCTION 6�4ALL COMPLY WITI 4: A) CALIF, BUILDING CODE 2016 EDITION B) CALIF, FIRE CODE CUPERTINO C) CALIF, RESIDENTIAL CODE APPROVED Case # 2016 EDITION R-2018-14 2016 EDITION Application Number(s) 2016 EDITION Approval I B dy: irector /Staff Approval D Signature e Erick 07/31/18 Serrano ❑ PLANNING DEPARTMENT ❑ FRELIMINAR�r ❑ DESIGN REVIEW SU5MITTAL ❑ 5UILDING DEPARTMENT ❑ FLAN CHEC< SU5MITTAL ❑ AFFROYED FOR CON6TRUCTION (NOT FOR CONSTRUCTION) O O O ❑ xz �,xsr �.,xx � xsr �.,xsr`�„�„• IMARVEMNIVANYAMM1111 11” �y UPPER 013013 LDWEIR TIME -w = Y ° GARAGE (HATCHED) ` = rsSr ,.i,rsS!' hrsSr h,rsSr h,rsSr h,rsSr R, Sr h,rsSr h„Sr hrsSr hrsSr _y µ off_ o off_ yam_ a a DA 11.12 X 42 = 119 ® IS X 35 z630 a o ® X 10,33 a 10,33 ® 15 X 25 a 315 n 7_1 - © 2 X 12 = 24 © 5.12 X 19,66 = 101 a I X 20 = 20 0 1 X 11,33 = 11,33 I X 11,5 = 11,5 2 X 11,5 = 23 0 1,33 X 15,33 20,3S 1,146 LOWER LIVING 805 UPPER LIVING 805 UPPER LIVING 21 X 21 = 441 441 GARAGE 2,392 TOTAL FAF, o kF_D_)Ek(Dk[L(Ba SCOPE OF WORK: L) NEW 2nd STORY RESIDENCE: FIRST FLOOR (1,238 SF) WITH 441 SF ATTACHED GARAGE AND COVERED ENTRY, 2,) 2nd STORY FLOOR (821 SF) (3) 5EDROOM6/(2) BATHS. INCORPORATE GITT'S 201(o CALGREEN CHECKLIST: STAFF ENCOURAGES BUT NOT REQUIRED GREEN BUILDING ASPECTS, 1) ENERGY EFFICIENCY, 2) WATER CONSERVATION, 3) HEALTHY STRUCTURES, DEFERRED ITEMS: L) SPRINKLER SYSTEM GENERAL NOTES: 1, CONTRACTOR SHALL VERIFY CONDITIONS 8 DIMENSIONS BEFORE WORK BEGINS, 2, ERECT SECURITY BARRICADES TO PROTECT LOCKABLE INTEGRITY OF RESIDENCE, 3. ANY ITEMS TO BE REMOVED e DISCARDED MAY BE RETAINED AT THE OWNER'S OPTION, VERIFY INTENT BEFORE REMOVAL. 4, ALL BUILDING 8 GARAGES TO BE DEMOLISHED AND REMOVED, 5, ALL DRIVEWAYS, PATIOS d CONCRETE WALKWAYS TO BE REMOVED, 6, ALL PERITAGE TREES TO BE PROTECTED AS PER ARBORIST'S REPORT d CITY REQUIREMENTS, 1, ALL FENCES -m PROPERTY LINES TO REMAIN, REQUIRED AUTOMATIC FIRE SPRINKLER IN 2 STORY RESIDENCE "FULLY SPRINKEREDII A) AN AUTOMATIC FIRE SPRINKLER SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH N,F,P,A, 13D, B) FAST RESPONSE SPRINKLER HEADS SHALL BE INSTALLED IN GARAGES 3 WORKSHOP AREAS, 7,) THE SUPPRESSION CONTRACTOR SHALL PROVIDE TWO (2) COPIES OF WORKING DRAWINGS B CALCS TO FIRE DISTRICT, D) THE FIRE DISTRICT SHALL ISSUE A PERMIT PRIOR TO THE INSTALLATION OF THE FIRE SPRINKLER SYSTEM, E) THE SPRINKLER CONTRACTOR SHALL HAVE A CITY BUSINESS LICENSE AND WORKERS COMP. CERTIFICATE ON FILE WITH THE CITY OF CUPERTINO BUILDING DIVISION, 1,) ALL CONSTRUCTION 6�4ALL COMPLY WITI 4: A) CALIF, BUILDING CODE 2016 EDITION B) CALIF, FIRE CODE 2016 EDITION C) CALIF, RESIDENTIAL CODE 2016 EDITION D) CALIF, MECH, CODE 2016 EDITION E) CALIF, PLUMB'G CODE 2016 EDITION F) CALIF, ELEC, CODE 2016 EDITION G) CALIF, ENERGY CODE SHALL 2016 EDITION COMPLY WITH ALL T24 DOCUMENT 5,321 S,F, H) CALIF, GREEN BLDG CODE 2016 EDITION (AS PER CITY REQUIREMENTS) 2,39-1 S,F, 1) ANY OTHER APPLICABLE LOCAL '40 3 STATE LATUS d REGULATIONS, 1,183 SF 2,) ALL MECHANICAL, PLUMBING, ELECTRICAL AND SIMILAR PENETRATIONS OF THE FLOOR OR TOP PLATES SHALL BE CAULKED WITH A RESIDENTIAL RATED FIRE CAULK WITH AN ASTM E136 RATING, 3) ALL LANDSCAPING WILL COMPLY TO THE CITY OF CUPERTINO WATER EFFICIENCY LANDSCAPE ORDINANCE. * NOTE TO CONTRACTOR * THE CONTRACTOR AND/OR SUPPLIER OF MATERIALS SHALL NOT SCALE ANY DIMENSIONS FOR CONSTRUCTION PURPOSES. IN THE EVENT A DIMENSION IS REQUIRED THAT DOES NOT OCCUR ON THE DRAWINGS AND/OR A DIMENSION ERROR IS FOUND ON THE DRAWINGS. THE CONTRACTOR AND/OR SUPPLIER OF MATERIALS WILL NOTIFY THE OFFICE OF JF BUILDING DESIGN. AND REQUIRES ASSISTANCE AS SOON AS POSSIBLE. THE CONTRACTOR AND/OR SUPPLIER OF MATERIALS SHALL BE SOLELY RESPONSIBLE FOR THE RESULTS OF ERRORS, DISCREPANCIES AND OMISSIONS WHICH THE CONTRACTOR AND/OR MATERIAL SUPPLIER FAILED TO NOTIFY THE OFFICE OF JF BUILDING DESIGN. PRIOR TO CONSTRUCTION AND/OR FABRICATION OF THE WORK. NO DEVIATION FROM THE PLANS IN ANY WAY SHALL BE MADE WITHOUT THE WRITTEN CONSENT OF JF BUILDING DESIGN. APPROVAL BY THE CITY INSPECTOR DOES NOT CONSTITUTE AUTHORITY TO DEVIATE FROM THE PLANS OR OTHER DOCUMENTS PROVIDED BY THE OFFICE OF JF BUILDING DESIGN. kNkILWOND AI GENERAL INFORMATION: NUMBER OF STORIES: 2 ASSESSORS PARCEL # 3-15-34-014 ,42 ZONING DESIGNATION: R-1-5 OCCUPANCY GROUP: R-3 / U-1 TYPE OF CONSTRUCTION: V -g LOT AREA: 5,321 S,F, MAXIMUM COVERAGE AREA: (509.) 2,664 S,F, MAXIMUM FAR AREA: (45%) 2,39-1 S,F, EXISTING TO BE REMOVED: '40 RESIDENCE 1,183 SF DETACHED STORAGE 254 SF TOTAL TO BE REMOVED 1,431 SF PROPOSED BUILDING AREA: NEW LOWER FLOOR 1,146 SF NEW UPPER FLOOR 805 SF NEW GARAGE 441 SF TOTAL 2,392 SF 2nd FLOOR TO FIRST FLOOR RATIO (805 SF/1,58 SF) = 51% LOT COVERAGE: RESIDENCE: MAIN LOWER LIVING 1,146 SF 2 -CAR GARAGE 441 SF 2nd STORY REAR BLDG OVERHANG 38 SF 2nd STORY BALCONEY 515 SF ROOF EAVES 4-13 SF TOTAL 2,155,5 SF IMPERVIOUS COVERAGE: RESIDENCE LANDSCAPING DRIVES PATIOS WALKS TOTAL TOTAL FAR: 1,5al SF 2,241 SF 420 SF 290 SF 144 SF 4,688 S,F, (44,9io) 2,3132 S,F, F E MU--li!:)� T) N k E OWNER: KUl” AR IL BHATT 4 UNNATI THAKORE 10665 1"10RENGO DRIVE CUPERTINO, CA, 95014 (408) 406-4131 LAND SURVEYORS: CHRISTENSEN 8 PLOUFF 101 CHURCH STREET LOS GATOS, CA, 95030 (408) 155-9184 DESIGNER 4 CONSULTANT: JON C FREEL J1= BUILDING DESIGN: P,O, BOX 2818 CUPERTINO, CA, 95015 (408) 489-3029 0H[Da AI INDEX - VICINITY MAP - ANALYSIS - PERSONAE - NOTES BEST MANAGEMENT PRACTICES TP TOPOGRAPHIC SURVEY ,42 EXISTING SITE - DEMO PLAN A3 PROPOSED SITE PLAN A3,1 HARDSCAPE - LANDSCAPE SITE CALLS A4 PROPOSED LOWER FLOOR PLAN A5 PROPOSED UPPER FLOOR PLAN A6 EXTERIOR ELEVATIONS Al EXTERIOR ELEVATIONS '40 SECTIONS - ROOF PLAN 0 L CL � V �0o OQ�OO[� HkIp _�`F_ffq � � �V Stevens Creek Blvd Stevens Creek Blvd a or '` scree Put } Lom Ave o M1 s t nisan Ave 3 w M n 7ij5 erl AVP PhA U Phil Ln 1[[Son Ave Barnharl Rvc t� Lora Ave. wri►� !w 3 o � rn a VL s a a x W d L "Nes[da� m mitiv N% 92rnharr Ave c Harnham aye �' Pe+idcrgaSL d Rvc L o r �ygroye pr — Tugyle Ave PROJECT 1l N 0. i � ris h Gern[ren �� ,,t yr HBgrla p, r. °' eol5nger kd " Bpilin9er R6 golrj1j Aensarn Aye ger RC THE PLANS, IDEAS AND DESIGNS SHOWN ON THESE DRAWINGS ARE THE PROPER' OF THE DESIGNER. DEVISED SOLELY FC THIS PROJECT. PLANS SHALL NOT BE USED, WHOLE OR IN PART, FOR ANY OTHER PURPOSE WITHOUT THE WRITTEN PERMISSION OF THE DESIGNER: JF BUILDING DESIGN REVISIONS ■ BY DRAWN JF JF DATE 21 AUG. I1 SCALE AS NOTED JOB NO, 1122 OF 6�4EETS Lm TWO Go T-- 00 0 N Lv M Q O � Go 0 L CL � V THE PLANS, IDEAS AND DESIGNS SHOWN ON THESE DRAWINGS ARE THE PROPER' OF THE DESIGNER. DEVISED SOLELY FC THIS PROJECT. PLANS SHALL NOT BE USED, WHOLE OR IN PART, FOR ANY OTHER PURPOSE WITHOUT THE WRITTEN PERMISSION OF THE DESIGNER: JF BUILDING DESIGN REVISIONS ■ BY DRAWN JF JF DATE 21 AUG. I1 SCALE AS NOTED JOB NO, 1122 OF 6�4EETS CUPERTIN, Case # Appro, Appro, Signat Co unity Development Department lanning Division — Cupertino z 1 ry I vU� j poi+vQ 24" X 8' coNc C? SPLASH BLOCK 5°Y� 1_JUN VARIES 1 d ee FINISH FLOOR FLOOR JOISTS w MIN Q GRASSY SWALE 4 DOWNSPOUT SPLASH BLOCK (TYP) AiROUND SLOG NOTE: SLOPE TO BE 5510 MIN, FOR PERVIOUS SURFACE, OR 2516 MIN, FOR IMPERVIOUS SURFACES. AT THE FRONT GARAGE SLAB, PROVIDE 55/- FOR THE FIRST 10 FT, FROM THE BUILDING. Lrl @IVU llatlUl]L.IIJ DNLi"LLUI]l`IUIVJM IMM ISJILIJl5lLU1]MIE 1.) FRONT YARD AIREA: A.) AREA 48X20 OR 960 S.F. B.) MAX COVERAGE (50%) OR 450 S.F. 2.) ACTUAL COVERAGE - A,) DRIVEWAY III = 320 S.F. B.) WALKWAYS f OTHERS = 104 S.F. TOTAL 424 S.F, 424 SF - SroO SF FRONT YARD AREA a 536 5,F, LANDSCAPED AREA DRIVEWAY - 161 X 20' = 320 SF WALKWAY - 4' X 20' + (4' X 6') = 104 SF PRIYACY SCREENING: 'ARBYTYS MARINA TREE' a 15' SPACING EA. (MINIMUM TWENTY-FOUR (24) INCH BOX TREE, S FOOT NIEGNT) 1 CUPERTINO APPROVED Case # R-2018-14 Application Number(s) UPPER ROOF LINE (TYP) Approval B y: Director / Staff Approval D e 07/31/18 Erick Serrano Signature Case Manager z 1 ry I vU� j poi+vQ 24" X 8' coNc C? SPLASH BLOCK 5°Y� 1_JUN VARIES 1 d ee FINISH FLOOR FLOOR JOISTS w MIN Q GRASSY SWALE 4 DOWNSPOUT SPLASH BLOCK (TYP) AiROUND SLOG NOTE: SLOPE TO BE 5510 MIN, FOR PERVIOUS SURFACE, OR 2516 MIN, FOR IMPERVIOUS SURFACES. AT THE FRONT GARAGE SLAB, PROVIDE 55/- FOR THE FIRST 10 FT, FROM THE BUILDING. Lrl @IVU llatlUl]L.IIJ DNLi"LLUI]l`IUIVJM IMM ISJILIJl5lLU1]MIE 1.) FRONT YARD AIREA: A.) AREA 48X20 OR 960 S.F. B.) MAX COVERAGE (50%) OR 450 S.F. 2.) ACTUAL COVERAGE - A,) DRIVEWAY III = 320 S.F. B.) WALKWAYS f OTHERS = 104 S.F. TOTAL 424 S.F, 424 SF - SroO SF FRONT YARD AREA a 536 5,F, LANDSCAPED AREA DRIVEWAY - 161 X 20' = 320 SF WALKWAY - 4' X 20' + (4' X 6') = 104 SF PRIYACY SCREENING: 'ARBYTYS MARINA TREE' a 15' SPACING EA. (MINIMUM TWENTY-FOUR (24) INCH BOX TREE, S FOOT NIEGNT) 1 ST Y SET ACKS) 1_ 1 1 1 (let STORY SETBACKS) Sar 1 " 1 K — — fS I A 1 � 1 • . 'Y% UPPER ROOF LINE (TYP) I r 1 UPPER BUILDING LINE (TYP) Nh , � I 1� ON THE DRAWINGS AND/OR A DIMENSION ERROR IS FOUND ON THE DRAWINGS. THE CONTRACTOR 1 Y AND/OR SUPPLIER OF MATERIALS WILL NOTIFY THE OFFICE OF JF BUILDING DESIGN. AND REQUIRES M W■a>A (M , I I 1 I I BE SOLELY RESPONSIBLE FOR THE RESULTS OF ERRORS, DISCREPANCIES AND OMISSIONS WHICH I , I I 6' WOOD FENCE (TYP) �I 1 , 1 I I A, `\ WAY SHALL BE MADE WITHOUT THE WRITTEN CONSENT OF JF BUILDING DESIGN, APPROVAL BY THE CITY INSPECTOR DOES NOT CONSTITUTE AUTHORITY TO DEVIATE FROM THE PLANS OR OTHER DOCUMENTS 41O 01 � j 1 DS I 01 I I _1 IS I w 1 I I 1 1 DS 1 1 ST Y SET ACKS) 1_ 1 1 1 (let STORY SETBACKS) Sar 1 " 1 K — — fS I A 1 � 1 • . PROPERTY LINE (TYP) UPPER ROOF LINE (TYP) I r 1 UPPER BUILDING LINE (TYP) , � I 1� ON THE DRAWINGS AND/OR A DIMENSION ERROR IS FOUND ON THE DRAWINGS. THE CONTRACTOR 1 Y AND/OR SUPPLIER OF MATERIALS WILL NOTIFY THE OFFICE OF JF BUILDING DESIGN. AND REQUIRES M W■a>A (M , I I 1 I I BE SOLELY RESPONSIBLE FOR THE RESULTS OF ERRORS, DISCREPANCIES AND OMISSIONS WHICH I , I I 6' WOOD FENCE (TYP) �I 1 , 1 I I A, `\ WAY SHALL BE MADE WITHOUT THE WRITTEN CONSENT OF JF BUILDING DESIGN, APPROVAL BY THE CITY INSPECTOR DOES NOT CONSTITUTE AUTHORITY TO DEVIATE FROM THE PLANS OR OTHER DOCUMENTS 41O 01 � j 1 DS I 01 I I _1 IS I w 1 I I CC rm 1 DS 1 3/4" PARAPER 0 FLAT 1 ROOF EAVE (TYP) 1 � 1 1 1 LOWER ROOF LINE (TYP) 1 DS LOUDER BUILDING LINE (TYP) 1 1 1 I I I I 1 I 1 1 ' 1 1 I 1 GAS METER 1 I DS 1 ELEC SERVICE - 200 AMP (MIN) - 3' WOOD FENCE FRONT A 1 YARD ONLY(TYP) A 1 1 • . PROPERTY LINE (TYP) 1: 1 1 1 1 CONSTRUCTION PURPOSES. IN THE EVENT A DIMENSION IS REQUIRED THAT DOES NOT OCCUR 1� ON THE DRAWINGS AND/OR A DIMENSION ERROR IS FOUND ON THE DRAWINGS. THE CONTRACTOR 1 Y • (E) ROLLED CURB TO REMAIN y I• 1_�.,..lY_ !y_ .!y_ .!y_ tSi � .!y_ ■■ire-• 1 � -. �1 ■��■� '.■� �r>m_•.rim�.r�_�.rlm�irlm�rl9 •.� -�.=�-�.-�-�.=0-�■-e-ire-�'•eeo y n—.■�!_. nr—.■�—.nn—.�n _.■inn—. � r - - a ail � - - - •'� III � �� I " e & W Am '•:��!\ m -\m MI)F. * NOTE TO CONTRACTOR M M M � m �) F\m m m 29,62101 THE CONTRACTOR AND/OR SUPPLIER OF MATERIALS SHALL NOT SCALE ANY DIMENSIONS FOR CONSTRUCTION PURPOSES. IN THE EVENT A DIMENSION IS REQUIRED THAT DOES NOT OCCUR ON THE DRAWINGS AND/OR A DIMENSION ERROR IS FOUND ON THE DRAWINGS. THE CONTRACTOR O AND/OR SUPPLIER OF MATERIALS WILL NOTIFY THE OFFICE OF JF BUILDING DESIGN. AND REQUIRES FN (E) SIB.EWALK ROLLED CURB 0) 00 00 M IE NU` 0 L Uj Ln � W IE JF BUILDING DESIGN. OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY 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). 1. THE CONTRACTOR AND/OR SUPPLIER OF MATERIALS SHALL NOT SCALE ANY DIMENSIONS FOR CONSTRUCTION PURPOSES, IN THE EVENT A DIMENSION IS REQUIRED THAT DOES NOT OCCUR ON THE DRAWINGS AND/OR A DIMENSION ERROR IS FOUND ON THE DRAWINGS, THE CONTRACTOR AND/OR SUPPLIER OF MATERIALS WILL NOTIFY THE OFFICE OF JF BUILDING DESIGN. AND REQUIRES ASSISTANCE AS SOON AS POSSIBLE, THE CONTRACTOR AND/OR SUPPLIER OF MATERIALS SHALL BE SOLELY RESPONSIBLE FOR THE RESULTS OF ERRORS, DISCREPANCIES AND OMISSIONS WHICH THE CONTRACTOR AND/OR MATERIAL SUPPLIER FAILED TO NOTIFY THE OFFICE OF JF BUILDING DESIGN, PRIOR TO CONSTRUCTION AND/OR FABRICATION OF THE WORK. NO DEVIATION FROM THE PLANS IN ANY WAY SHALL BE MADE WITHOUT THE WRITTEN CONSENT OF JF BUILDING DESIGN. APPROVAL BY THE CITY INSPECTOR DOES NOT CONSTITUTE AUTHORITY TO DEVIATE FROM THE PLANS OR OTHER DOCUMENTS PROVIDED BY THE OFFICE OF JF BUILDING DESIGN, 2• SHOULD CONTRACTORS AT ANY TIME DISCOVER AN ERROR IN A DRAWING OR SPECIFICATION OR DISCREPANCY OR VARIATION BETWEEN DIMENSIONS OR OTHER INFORMATION, HE SHALL REPORT AT ONCE TO THE JF BUILDING DESIGN, FOR CLARIFICATION AND SHALL NOT PROCEED WITH THE WORK AFFECTED UNTIL CLARIFICATION HAS BEEN MADE, IF WORK PROCEEDS WITHOUT NOTIFICATION, THE OWNER AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONSEQUENCES. DIMENSION FIGURED ON DRAWINGS SHALL BE FOLLOWED IN EVERY CASE IN PREFERENCE TO SCALED DIMENSIONS. IN GENERAL, DETAIL DRAWINGS TAKE PRECEDENCE OVER DRAWINGS OF SMALLER SCALE, 3, CONTRACTOR SHALL VERIFY ON-SITE ALL GRADES, EXISTING IMPROVEMENTS, PROPERTY LINES, EASEMENTS, SETBACKS, UTILITIES, AND SUB -STRUCTURES, WHERE DISCREPANCIES OCCUR, CONTACT JF BUILDING DESIGN. 4, THESE PLANS ARE FOR GENERAL CONSTRUCTION PURPOSES ONLY, THEY AR SNOT EXHAUSTIVELY DETAILED NOR FULLY SPECIFIED. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO SELECT, VERIFY, AND AND RESOLVE AND INSTALL ALL THE MATERIALS AND EQUIPMENT. 5. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE QUALITY CONTROL AND CONSTRUCTION STANDARDS FOR THIS PROJECT, 6. THE CONTRACTOR SHALL VERIFY AND COORDINATE INSTALLATION OF SEWER, LATERAL GAS METER AND WITH APPLICABLE UTILITY COMPANY AND PUBLIC WORK DEPARTMENT AND BE IN CONFORMANCE WITH LOCAL CODES AND ORDINANCES, 1, CONTRACTOR SHALL BE RESPONSIBLE AT HIS OWN EXPENSE FOR ANY DAMAGE TO PUBLIC OR ADJOINING PRIVATE PROPERTY DUE TO HIS WORK, S. CONTRACTOR SHALL PATCH AND REPAIR ALL DAMAGED SIDEWALKS AND CURBING PER LOCAL STANDARDS. 9• PROVIDE EXPANSION AND CONTROL JOINTS IN ALL EXTERIOR CONCRETE SLABS, SPACING SHALL BE PER INDUSTRY STANDARDS, 10. RESPONSIBILITY: THE CONTRACTOR SHALL BE RESPONSIBLE WITH THE COORDINATION OF THE ENTIRE WORK AND FOR THE COMPLIANCE WITH ALL CODES AND LAWS, HE SHALL ALSO BE RESPONSIBLE FOR SEEING THAT ALL SUB -CONTRACTORS WORK CONFORM TO JOB CONDITION, SWELL $ FLOWS — (N) GAS - — — ®— — — - (E) SEWER LINE (E) WATER LINE I 71 I DOWNSPOTS (TYP) SPECIFICATIONS FOR MATERIALS USED FOR WATER SUPPLY 6 SEWER PIPING TO BE INSTALLED AS PER 2016 (CBC f CRC CODES). 1). WATER - 3/4" COPPER 2). SEWER - 4" PVC. O 5 10 20 1 THE PLANS, IDEAS AND DESIGNS SHOWN ON THESE DRAWINGS ARE THE PROPER' OF THE DESIGNER. DEVISED SOLELY FC THIS PROJECT. PLANS SHALL NOT BE USED, WHOLE OR IN PART, FOR ANY OTHER PURPOSE WITHOUT THE WRITTEN PERMISSION OF THE DESIGNER: JF BUILDING DESIGN REVISIONS ■ BY W O � Ui U 4,10) V � o � � V C 1 O O DRAWN Jr- CHECKED FCHECKED JF DATE 3 JAN 15 SCALE AS NOTED JOB NO, 1122 SHEET ha OF SHEETS * NOTE TO CONTRACTOR THE CONTRACTOR AND/OR SUPPLIER OF MATERIALS SHALL NOT SCALE ANY DIMENSIONS FOR CONSTRUCTION PURPOSES. IN THE EVENT A DIMENSION IS REQUIRED THAT DOES NOT OCCUR ON THE DRAWINGS AND/OR A DIMENSION ERROR IS FOUND ON THE DRAWINGS. THE CONTRACTOR O AND/OR SUPPLIER OF MATERIALS WILL NOTIFY THE OFFICE OF JF BUILDING DESIGN. AND REQUIRES M W■a>A (M ASSISTANCE AS SOON AS POSSIBLE. THE CONTRACTOR AND/OR SUPPLIER OF MATERIALS SHALL N BE SOLELY RESPONSIBLE FOR THE RESULTS OF ERRORS, DISCREPANCIES AND OMISSIONS WHICH M C THE CONTRACTOR AND/OR MATERIAL SUPPLIER FAILED TO NOTIFY THE OFFICE OF JF BUILDING DESIGN. M PRIOR TO CONSTRUCTION AND/OR FABRICATION OF THE WORK. NO DEVIATION FROM THE PLANS IN ANY A, `\ WAY SHALL BE MADE WITHOUT THE WRITTEN CONSENT OF JF BUILDING DESIGN, APPROVAL BY THE CITY INSPECTOR DOES NOT CONSTITUTE AUTHORITY TO DEVIATE FROM THE PLANS OR OTHER DOCUMENTS 41O U PROVIDED BY THE OFFICE OF JF BUILDING DESIGN. w LA CC rm 'eIiiiiiiiiiiii O *00 i� GENERAL NOTES: 1. THE CONTRACTOR AND/OR SUPPLIER OF MATERIALS SHALL NOT SCALE ANY DIMENSIONS FOR CONSTRUCTION PURPOSES, IN THE EVENT A DIMENSION IS REQUIRED THAT DOES NOT OCCUR ON THE DRAWINGS AND/OR A DIMENSION ERROR IS FOUND ON THE DRAWINGS, THE CONTRACTOR AND/OR SUPPLIER OF MATERIALS WILL NOTIFY THE OFFICE OF JF BUILDING DESIGN. AND REQUIRES ASSISTANCE AS SOON AS POSSIBLE, THE CONTRACTOR AND/OR SUPPLIER OF MATERIALS SHALL BE SOLELY RESPONSIBLE FOR THE RESULTS OF ERRORS, DISCREPANCIES AND OMISSIONS WHICH THE CONTRACTOR AND/OR MATERIAL SUPPLIER FAILED TO NOTIFY THE OFFICE OF JF BUILDING DESIGN, PRIOR TO CONSTRUCTION AND/OR FABRICATION OF THE WORK. NO DEVIATION FROM THE PLANS IN ANY WAY SHALL BE MADE WITHOUT THE WRITTEN CONSENT OF JF BUILDING DESIGN. APPROVAL BY THE CITY INSPECTOR DOES NOT CONSTITUTE AUTHORITY TO DEVIATE FROM THE PLANS OR OTHER DOCUMENTS PROVIDED BY THE OFFICE OF JF BUILDING DESIGN, 2• SHOULD CONTRACTORS AT ANY TIME DISCOVER AN ERROR IN A DRAWING OR SPECIFICATION OR DISCREPANCY OR VARIATION BETWEEN DIMENSIONS OR OTHER INFORMATION, HE SHALL REPORT AT ONCE TO THE JF BUILDING DESIGN, FOR CLARIFICATION AND SHALL NOT PROCEED WITH THE WORK AFFECTED UNTIL CLARIFICATION HAS BEEN MADE, IF WORK PROCEEDS WITHOUT NOTIFICATION, THE OWNER AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONSEQUENCES. DIMENSION FIGURED ON DRAWINGS SHALL BE FOLLOWED IN EVERY CASE IN PREFERENCE TO SCALED DIMENSIONS. IN GENERAL, DETAIL DRAWINGS TAKE PRECEDENCE OVER DRAWINGS OF SMALLER SCALE, 3, CONTRACTOR SHALL VERIFY ON-SITE ALL GRADES, EXISTING IMPROVEMENTS, PROPERTY LINES, EASEMENTS, SETBACKS, UTILITIES, AND SUB -STRUCTURES, WHERE DISCREPANCIES OCCUR, CONTACT JF BUILDING DESIGN. 4, THESE PLANS ARE FOR GENERAL CONSTRUCTION PURPOSES ONLY, THEY AR SNOT EXHAUSTIVELY DETAILED NOR FULLY SPECIFIED. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO SELECT, VERIFY, AND AND RESOLVE AND INSTALL ALL THE MATERIALS AND EQUIPMENT. 5. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE QUALITY CONTROL AND CONSTRUCTION STANDARDS FOR THIS PROJECT, 6. THE CONTRACTOR SHALL VERIFY AND COORDINATE INSTALLATION OF SEWER, LATERAL GAS METER AND WITH APPLICABLE UTILITY COMPANY AND PUBLIC WORK DEPARTMENT AND BE IN CONFORMANCE WITH LOCAL CODES AND ORDINANCES, 1, CONTRACTOR SHALL BE RESPONSIBLE AT HIS OWN EXPENSE FOR ANY DAMAGE TO PUBLIC OR ADJOINING PRIVATE PROPERTY DUE TO HIS WORK, S. CONTRACTOR SHALL PATCH AND REPAIR ALL DAMAGED SIDEWALKS AND CURBING PER LOCAL STANDARDS. 9• PROVIDE EXPANSION AND CONTROL JOINTS IN ALL EXTERIOR CONCRETE SLABS, SPACING SHALL BE PER INDUSTRY STANDARDS, 10. RESPONSIBILITY: THE CONTRACTOR SHALL BE RESPONSIBLE WITH THE COORDINATION OF THE ENTIRE WORK AND FOR THE COMPLIANCE WITH ALL CODES AND LAWS, HE SHALL ALSO BE RESPONSIBLE FOR SEEING THAT ALL SUB -CONTRACTORS WORK CONFORM TO JOB CONDITION, SWELL $ FLOWS — (N) GAS - — — ®— — — - (E) SEWER LINE (E) WATER LINE I 71 I DOWNSPOTS (TYP) SPECIFICATIONS FOR MATERIALS USED FOR WATER SUPPLY 6 SEWER PIPING TO BE INSTALLED AS PER 2016 (CBC f CRC CODES). 1). WATER - 3/4" COPPER 2). SEWER - 4" PVC. O 5 10 20 1 THE PLANS, IDEAS AND DESIGNS SHOWN ON THESE DRAWINGS ARE THE PROPER' OF THE DESIGNER. DEVISED SOLELY FC THIS PROJECT. PLANS SHALL NOT BE USED, WHOLE OR IN PART, FOR ANY OTHER PURPOSE WITHOUT THE WRITTEN PERMISSION OF THE DESIGNER: JF BUILDING DESIGN REVISIONS ■ BY W O � Ui U 4,10) V � o � � V C 1 O O DRAWN Jr- CHECKED FCHECKED JF DATE 3 JAN 15 SCALE AS NOTED JOB NO, 1122 SHEET ha OF SHEETS Counity Development Department I anning Division — Cupertino 3�f.�f8' � -- 4------------------- -------- - - - - - - - - - - -- 1 1 — — - 1 1 1 SEE SITE PLAN (A3) FOR PRIVACY SCREENING: 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 LANDSCAPE AREA 1 1 1 1 1 1 1 1 1 1 1 LANDSCAPE AREA - WALK PROPERTY LINE (TYR) — LANDSCAPE AREA - IMPERVIOUS AREA (SHADED) LANDSCAPE AREA IOUS AREA (SHADED) 1/-� 6 V I -I-) I -M M) IM 00 00 Ln I N ur"'(10D) LUKE ---------------------------------------- JF BUILDING DESIGN. OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY 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" (1-600-642-2444). 4-0, 11 --1 in .9 * NOTE TO CONTRACTOR THE CONTRACTOR AND/OR SUPPLIER OF MATERIALS SHALL NOT SCALE ANY DIMENSIONS FOR CONSTRUCTION PURPOSES. IN THE EVENT A DIMENSION IS REQUIRED THAT DOES NOT OCCUR ON THE DRAWINGS AND/OR A DIMENSION ERROR IS FOUND ON THE DRAWINGS. THE CONTRACTOR AND/OR SUPPLIER OF MATERIALS WILL NOTIFY THE OFFICE OF JF BUILDING DESIGN. AND REQUIRES ASSISTANCE AS SOON AS POSSIBLE. THE CONTRACTOR AND/OR SUPPLIER OF MATERIALS SHALL BE SOLELY RESPONSIBLE FOR THE RESULTS OF ERRORS, DISCREPANCIES AND OMISSIONS WHICH THE CONTRACTOR AND/OR MATERIAL SUPPLIER FAILED TO NOTIFY THE OFFICE OF JF BUILDING DESIGN, PRIOR TO CONSTRUCTION AND/OR FABRICATION OF THE WORK. NO DEVIATION FROM THE PLANS IN ANY WAY SHALL BE MADE WITHOUT THE WRITTEN CONSENT OF JF BUILDING DESIGN, APPROVAL BY THE CITY INSPECTOR DOES NOT CONSTITUTE AUTHORITY TO DEVIATE FROM THE PLANS OR OTHER DOCUMENTS PROVIDED BY THE OFFICE OF JF BUILDING DESIGN, REAR PATIO 4 W,4LK5* ® 5 'CUPLRTIN4 APPROVED Case # R-2018-14 4 Application Number(s) Approva I B y: Director/ Staff Approval D e 07/31/18 Erick Serrano Signature Case Manager 3�f.�f8' � -- 4------------------- -------- - - - - - - - - - - -- 1 1 — — - 1 1 1 SEE SITE PLAN (A3) FOR PRIVACY SCREENING: 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 LANDSCAPE AREA 1 1 1 1 1 1 1 1 1 1 1 LANDSCAPE AREA - WALK PROPERTY LINE (TYR) — LANDSCAPE AREA - IMPERVIOUS AREA (SHADED) LANDSCAPE AREA IOUS AREA (SHADED) 1/-� 6 V I -I-) I -M M) IM 00 00 Ln I N ur"'(10D) LUKE ---------------------------------------- JF BUILDING DESIGN. OR ITS OFFICERS OR AGENTS SHALL NOT BE RESPONSIBLE FOR THE ACCURACY 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" (1-600-642-2444). 4-0, 11 --1 in .9 * NOTE TO CONTRACTOR THE CONTRACTOR AND/OR SUPPLIER OF MATERIALS SHALL NOT SCALE ANY DIMENSIONS FOR CONSTRUCTION PURPOSES. IN THE EVENT A DIMENSION IS REQUIRED THAT DOES NOT OCCUR ON THE DRAWINGS AND/OR A DIMENSION ERROR IS FOUND ON THE DRAWINGS. THE CONTRACTOR AND/OR SUPPLIER OF MATERIALS WILL NOTIFY THE OFFICE OF JF BUILDING DESIGN. AND REQUIRES ASSISTANCE AS SOON AS POSSIBLE. THE CONTRACTOR AND/OR SUPPLIER OF MATERIALS SHALL BE SOLELY RESPONSIBLE FOR THE RESULTS OF ERRORS, DISCREPANCIES AND OMISSIONS WHICH THE CONTRACTOR AND/OR MATERIAL SUPPLIER FAILED TO NOTIFY THE OFFICE OF JF BUILDING DESIGN, PRIOR TO CONSTRUCTION AND/OR FABRICATION OF THE WORK. NO DEVIATION FROM THE PLANS IN ANY WAY SHALL BE MADE WITHOUT THE WRITTEN CONSENT OF JF BUILDING DESIGN, APPROVAL BY THE CITY INSPECTOR DOES NOT CONSTITUTE AUTHORITY TO DEVIATE FROM THE PLANS OR OTHER DOCUMENTS PROVIDED BY THE OFFICE OF JF BUILDING DESIGN, REAR PATIO 4 W,4LK5* ® 5 X 25 = 140 ® 4 X 14,66 = 55,64 © 5 X 15 = 15 10 X 35 = 350 0 6 X S = 45 102 REAR PATIO 8 WALKS COVERED ENTRY 0 10 X 14 = 140 WALK 4 X 20 + 4X& = 104 DRIVEWAY 16 X 20 = 320 564 FRONT DRIVE d WALKS 102 REAR PATIO 3 WALKS 1,266 TOTAL 11�1PFRV101 �,� Af'�FA (�AI C,�: 564 FRONT DRIVE d WALKS 102 REAR PATIO f WALKS 1,266 TOTAL 1,581 LOWER FLOOR LOT COVERAGE 2,853 TOTAL 2,553 SF - 5,321 SF = 2,414 SF OF LANDSCAPE AREA n J 1 M W rc N 0 M Go � V � Q O � O � � CL V THE PLANS, IDEAS AND DESIGNS SHOWN ON THESE DRAWINGS ARE THE PROPER OF THE DESIGNER, DEVISED SOLELY FC THIS PROJECT, PLANS SHALL NOT BE USED, WHOLE OR IN PART, FOR ANY OTHER PURPOSE WITHOUT THE WRITTEN PERMISSION OF THE DESIGNER: JF BUILDING DESIGN REVISIONS BY V DRAWN JF CHECKED JF DATE 3 JAN 1I SCALE AS it JOB NO. SHEET Quo � OF SHEETS Co unity Development Department fanning Division — Cupertino 'CUPLRTIN4 APPROVED Case # R-2018-14 Application Number(s) Approva I B y: Director/ Staff Approval D e 07/31/18 Signature Erick Serrano Case Manager 38,-0" ELEC SE 24"X2 W/EQL * NOTE TO CONTRACTOR THE CONTRACTOR AND/OR SUPPLIER OF MATERIALS SHALL NOT SCALE ANY DIMENSIONS FOR CONSTRUCTION PURPOSES. IN THE EVENT A DIMENSION IS REQUIRED THAT DOES NOT OCCUR ON THE DRAWINGS AND/OR A DIMENSION ERROR IS FOUND ON THE DRAWINGS. THE CONTRACTOR AND/OR SUPPLIER OF MATERIALS WILL NOTIFY THE OFFICE OF JF BUILDING DESIGN. AND REQUIRES ASSISTANCE AS SOON AS POSSIBLE, THE CONTRACTOR AND/OR SUPPLIER OF MATERIALS SHALL BE SOLELY RESPONSIBLE FOR THE RESULTS OF ERRORS, DISCREPANCIES AND OMISSIONS WHICH THE CONTRACTOR AND/OR MATERIAL SUPPLIER FAILED TO NOTIFY THE OFFICE OF JF BUILDING DESIGN. PRIOR TO CONSTRUCTION AND/OR FABRICATION OF THE WORK. NO DEVIATION FROM THE PLANS IN ANY WAY SHALL BE MADE WITHOUT THE WRITTEN CONSENT OF JF BUILDING DESIGN. APPROVAL BY THE CITY INSPECTOR DOES NOT CONSTITUTE AUTHORITY TO DEVIATE FROM THE PLANS OR OTHER DOCUMENTS PROVIDED BY THE OFFICE OF JF BUILDING DESIGN. FLOOR FLAN NOTES 1, INSTALL MINIMUM 1/2" GYPSUM BOARD. CONSTRUCTION TO BE PROVIDED ON THE GARAGE SIDE FOR WALLS, 5/8" GYP BD TYPE 'X' ON 2nd FLOOR 8 GARAGE SEPERATION CEILINGS, POST AND BEAMS OF GARAGE ADJACENT TO AND SUPPORTING THE RESIDENCE, FROM FOUNDATION TO ROOF SHEATHING, APPLIED VERT, OR HORZ, NAIL W/6d COOLEROR WALLBOARD NAILS o T' OC W/ END JOINTS O/NAILING MEMBERS, STAGGER JOINTS EA, SIDE. (AS PER 2016 C.R.C. SECTION 8302,6 t TABLE 8302,6) 1.2• PROVIDE PRESSURE BALANCE VALVES FOR ALL SHOWERS AND SHOWER/TUB, 13, WATER CLOSETS SHALL HAVE MAX 1,28 GALLON/FLUSH, SHOWER HEAD TO HAVE MAX FLOW OF 2.0 GPM a 80 PSI PER 2013 CPC SECTION 402.1.1, TABLE 4.303.2 OF 2016 CGBC 1,4, LAVATORY FAUCETS TO HAVE A MAX FLOW OF 1.2 GPM m 60 PSI, MIN 0.8 GPM a 20 PSI PER 2016 (CPC 4411,21 1,Fj, KITCHEN FAUCETS NOT TO EXCEED 1,8 GPM 0 60 PSI, MIN 0,8 GPM AS PER 2013 CPC SECTION 402,1,2, TABLE 4,303,2 OF 2016 CGBC 2, PROVIDE 13/8" THICK SOLID CORE DOOR W/ CLOSER FROM GARAGE TO RESIDENCE. 3, F,A,U, < WATER HEATER INSTALLED (2) SEIZMIC STRAPS ON ALL WATER HEATERS, 4, CRAWL SPACE ACCESS TO BE 18" X 24" MIN, • .J LLD At iw �7 THE PLANS, IDEAS AND DESIGNS SHOWN ON THESE DRAWINGS ARE THE PROPERTY OF THE DESIGNER, DEVISED SOLELY FOR THIS PROJECT. PLANS SHALL NOT BE USED, WHOLE OR IN PART, FOR ANY OTHER PURPOSE WITHOUT THE WRITTEN PERMISSION OF THE DESIGNER: JF BUILDING DESIGN REVISIONS 15 ALL DOORS ARE TO BE WOOD SYSTEM SEE OWNER FOR SPECS AND FINISH U,N,O, 16, INSTALL ALL WINDOWS AND DOOR AS PER MANUF, AIfo,l ALL SKYLIGHTS ARE TO BE VELUX SKYLIGHT AS PER PLAN ICBG " NER 216 OR APPROVED EQ, 16,2 FRENCH DOOR, SIDE LIGHT, SHOWER DOORS, %) WIDOWS AT SPAS STAIRWAYS = T,GL U N 11, ALL MECHANICAL, PLUMBING, ELECTRICAL AND SIMILAR '~ PENETRATIONS OF THE FLOOR OR TOP PLATES SHALL BE CAULKED WITH A RESIDENTIAL RATED FIRE CAULK WITH AN ASTM E13ro OR E514 RATING,lu `!►� l Ig, FRONT DOOR IS OPENABLE FROM THE INSIDE OF DWELLING Q WITHOUT USE OF A KEY, SPECIAL KNOWLEDGE OR EFFORT, (C,R,C, SECTION 8311,2) 19, GAS FIREPLACE INSTALLATION AND USE SHALL BE IN ACCORDANCE WITH THERE LISTING t LOCAL CODES, 1 20, ADDRESS NUMBERS IN A POSITION THAT IS PLAINLY LEGIBLE AND VISIBLE STREET OR ROAD FRONTING THE PROPERTY, NUMBERS SHALL CONTRAST WITH BACKGROUND BE ARABIC OR ALPHABETICAL LETTERS AND BE A MINIMUM OF 4" HIGH ^ 1 WITH MINIMUN STROKE OF 1/2", PER (CRC 21, T,GL, = TEMPERED GLASS Ca lY 22, MINIMUM 36" DEEP LANDING OUTSIDE ALL EXTERIOR 4 DOORS t NOT MORE THAN 1-3/4" LOWER THAN THE THREAHOLD FOR A IN SWINGING DOORS, 23. STEPS MIN 4" MAX. 7.75" 24. STOOPS MIN. 36" DEEP 25. INSTALL ON -DEMAND WATER HEATERS AS PER MANUF, INSTALLATION MANUAL AND 2016 BUILDINrs CODES. (ANSI Z21.10.3 AND CSA 43) 26. HEATINS d AIR CONDITIONING VENTILATION SYSTEMS SHALL HAVE (MERV 6 FILTERS) OR APPROVED EQ, OR BETTER. GEC 150,0(M) 128, ,n--)WIE I -D-1 1F[Ln--)(D1-D-1 [P a N I BY DRAWN JF CHECKED JF DATE 3 JAN 18 SCALE AS NOTED JOB NO. 1722 SHEET kc OF SHEETS 5, ATTIC ACCESS TO BE 30"X 22" MIN, 6• TILE SHOWERS TO ACCOMODATE 30" DIA, CIRCLE INSIDE CLEAR DIMENSION, DOOR 8 GLASS TO BE TEMPERED, TAKAGI T-K4-IN/05 TANKLESS WATER HEATER AS PER MANUF. I. TILE FINISH ON SHOWER WALLS TO BE MIN, -'-0" HIGH, OR APPROVED EQ, $ PROVIDE WATER RESISTANT GYP. BACKERS "DUROCK" OR "WONDER50ARD" ON ALL "WET" AREAS, NOTE: GREEN, PURPLE OR OTHER GYPSUM BOARD BASED ZONEI - AC UNIT O/CONC PAD TILE BACKERS IS NOT ALLOWED, 9. TOILETS TO HAVE MIN. 30" WIDE/15" FROM CENTER LINE OF FIXTURE TO WALL OR OBSTRUCTION X 24" DEEP CLEARANCE. 10. EXTERIOR STUDWALLS TO BE 2 X 6 STUDS 16" O.G. W/ ZONE2 - AC UNIT O/CONC PAD BATT INSULATION U,N,O, 11. PROVIDE 2 X SOLID BACKING FOR RAILINGS, GABINETS, SHELVING, ACCESSORIES, ETC, AS NEEDED, 12, WINDOWS MARKED AS "EGRESS" MUST MEET (C,R,C, SECTION 8310) CODE, MINIMUM REQUIREMENTS, I.E. SIZE OF OPENING, SPECIAL HARDWARE, EASE OF OPERATION, ETC. 13, ALL WINDOWS AND DOORS ARE TO BE MILGARD MANUF. SYSTEMS OR APPROVED EQ, 14, ALL WINDOWS ARE TO BE ALUM CLAD CASEMENT SYSTEM U.N.O. • .J LLD At iw �7 THE PLANS, IDEAS AND DESIGNS SHOWN ON THESE DRAWINGS ARE THE PROPERTY OF THE DESIGNER, DEVISED SOLELY FOR THIS PROJECT. PLANS SHALL NOT BE USED, WHOLE OR IN PART, FOR ANY OTHER PURPOSE WITHOUT THE WRITTEN PERMISSION OF THE DESIGNER: JF BUILDING DESIGN REVISIONS 15 ALL DOORS ARE TO BE WOOD SYSTEM SEE OWNER FOR SPECS AND FINISH U,N,O, 16, INSTALL ALL WINDOWS AND DOOR AS PER MANUF, AIfo,l ALL SKYLIGHTS ARE TO BE VELUX SKYLIGHT AS PER PLAN ICBG " NER 216 OR APPROVED EQ, 16,2 FRENCH DOOR, SIDE LIGHT, SHOWER DOORS, %) WIDOWS AT SPAS STAIRWAYS = T,GL U N 11, ALL MECHANICAL, PLUMBING, ELECTRICAL AND SIMILAR '~ PENETRATIONS OF THE FLOOR OR TOP PLATES SHALL BE CAULKED WITH A RESIDENTIAL RATED FIRE CAULK WITH AN ASTM E13ro OR E514 RATING,lu `!►� l Ig, FRONT DOOR IS OPENABLE FROM THE INSIDE OF DWELLING Q WITHOUT USE OF A KEY, SPECIAL KNOWLEDGE OR EFFORT, (C,R,C, SECTION 8311,2) 19, GAS FIREPLACE INSTALLATION AND USE SHALL BE IN ACCORDANCE WITH THERE LISTING t LOCAL CODES, 1 20, ADDRESS NUMBERS IN A POSITION THAT IS PLAINLY LEGIBLE AND VISIBLE STREET OR ROAD FRONTING THE PROPERTY, NUMBERS SHALL CONTRAST WITH BACKGROUND BE ARABIC OR ALPHABETICAL LETTERS AND BE A MINIMUM OF 4" HIGH ^ 1 WITH MINIMUN STROKE OF 1/2", PER (CRC 21, T,GL, = TEMPERED GLASS Ca lY 22, MINIMUM 36" DEEP LANDING OUTSIDE ALL EXTERIOR 4 DOORS t NOT MORE THAN 1-3/4" LOWER THAN THE THREAHOLD FOR A IN SWINGING DOORS, 23. STEPS MIN 4" MAX. 7.75" 24. STOOPS MIN. 36" DEEP 25. INSTALL ON -DEMAND WATER HEATERS AS PER MANUF, INSTALLATION MANUAL AND 2016 BUILDINrs CODES. (ANSI Z21.10.3 AND CSA 43) 26. HEATINS d AIR CONDITIONING VENTILATION SYSTEMS SHALL HAVE (MERV 6 FILTERS) OR APPROVED EQ, OR BETTER. GEC 150,0(M) 128, ,n--)WIE I -D-1 1F[Ln--)(D1-D-1 [P a N I BY DRAWN JF CHECKED JF DATE 3 JAN 18 SCALE AS NOTED JOB NO. 1722 SHEET kc OF SHEETS Case Appro) Appro) Signati Cmunity Development Department Planning Division — Cupertino APPROX BLDG HT, = 25'-10 lx SHIP -LAP WOOD SIDING (TYP) BUILT-UP ROOFING W/PARAPET (TYP) SEE SITE PLAN FOR 0 2nd STORY SETBACKS Q lX d 5" OGEE GUTTERS (TYP) Z F 13 NATURAL GRo TOP PL O SETBACK 2'-6" BUILT-UP ROOF ONLY WINDOW SILL O 12 25 DEG (TYP) 4 APPROX BLDG HT, = 25'-10 TRIM TO MATCH BUILT-UP ROOF FACIA io66 PRESIDENTIAL 50 YR COMP SHINGLE ROOFING CLASS 'A' (TYP) 12 3 rtsrr 0 EQJITONE PANELS (MATT SURIFACE) O.H GARAGE DR. MOUNTAIN LEDGE (DJRANGO) ELDORADO STONE (TYF') BUILT-UP ROOFING W/PARAPET I 0 COVERED ENTRY TOP PL WINDOW HT = a'-10 BUILT-UP ROOF WALL ONLY) z 0 WINDOW SILL �sr to 1L sro�r E AN °a EOUITO �A T SURFACES </G�� 12 N� •�3 - - F I-D-I,n--) N 7 - n�_Uj 1F=D=1F=Wk7RU"_)N = [Ek37 ALL EXTERIOR WINDOWS 4 DOOR NEARER HT @ -l'-10 FIX ATTIC WINDOW (1'X2') FINISH FLR i NATURAL GRADE CONC PATIO (N) INTEGRAL COLORED SMOOTH_ STUCCO EXTERIOR FINISH (TYP) 1-4 11 FINISH FLR TOP PL - Lu O Q J SETBACK w a O I d FINI6I-4 FLR FINISH GRADE (N) INTEGRAL COLORED SMOOTH STUCCO EXTERIOR FINISH (TYP) * NOTE TO CONTRACTOR * 'CUPLRTIN4 APPROVED Case # R-2018-14 In Application Number(s) Approva Iody: Director/ Staff Approval ate 07/31/18 Signature Erick Serrano Case Manager APPROX BLDG HT, = 25'-10 lx SHIP -LAP WOOD SIDING (TYP) BUILT-UP ROOFING W/PARAPET (TYP) SEE SITE PLAN FOR 0 2nd STORY SETBACKS Q lX d 5" OGEE GUTTERS (TYP) Z F 13 NATURAL GRo TOP PL O SETBACK 2'-6" BUILT-UP ROOF ONLY WINDOW SILL O 12 25 DEG (TYP) 4 APPROX BLDG HT, = 25'-10 TRIM TO MATCH BUILT-UP ROOF FACIA io66 PRESIDENTIAL 50 YR COMP SHINGLE ROOFING CLASS 'A' (TYP) 12 3 rtsrr 0 EQJITONE PANELS (MATT SURIFACE) O.H GARAGE DR. MOUNTAIN LEDGE (DJRANGO) ELDORADO STONE (TYF') BUILT-UP ROOFING W/PARAPET I 0 COVERED ENTRY TOP PL WINDOW HT = a'-10 BUILT-UP ROOF WALL ONLY) z 0 WINDOW SILL �sr to 1L sro�r E AN °a EOUITO �A T SURFACES </G�� 12 N� •�3 - - F I-D-I,n--) N 7 - n�_Uj 1F=D=1F=Wk7RU"_)N = [Ek37 ALL EXTERIOR WINDOWS 4 DOOR NEARER HT @ -l'-10 FIX ATTIC WINDOW (1'X2') FINISH FLR i NATURAL GRADE CONC PATIO (N) INTEGRAL COLORED SMOOTH_ STUCCO EXTERIOR FINISH (TYP) 1-4 11 FINISH FLR TOP PL - Lu O Q J SETBACK w a O I d FINI6I-4 FLR FINISH GRADE (N) INTEGRAL COLORED SMOOTH STUCCO EXTERIOR FINISH (TYP) * NOTE TO CONTRACTOR * �z In THE CONTRACTOR AND/OR SUPPLIER OF MATERIALS SHALL NOT SCALE ANY DIMENSIONS FOR TWO CONSTRUCTION PURPOSES. IN THE EVENT A DIMENSION IS REQUIRED THAT DOES NOT OCCUR ON THE DRAWINGS AND/OR A DIMENSION ERROR IS FOUND ON THE DRAWINGS. THE CONTRACTOR O AND/OR SUPPLIER OF MATERIALS WILL NOTIFY THE OFFICE OF JF BUILDING DESIGN. AND REQUIRES M W /, C5 ASSISTANCE AS SOON AS POSSIBLE, THE CONTRACTOR AND/OR SUPPLIER OF MATERIALS SHALL r N BE SOLELY RESPONSIBLE FOR THE RESULTS OF ERRORS, DISCREPANCIES AND OMISSIONS WHICH VJ O THE CONTRACTOR AND/OR MATERIAL SUPPLIER FAILED TO NOTIFY THE OFFICE OF JF BUILDING DESIGN. M W PRIOR TO CONSTRUCTION AND/OR FABRICATION OF THE WORK. NO DEVIATION FROM THE PLANS IN ANY WAY SHALL BE MADE WITHOUT THE WRITTEN CONSENT OF JF BUILDING DESIGN, APPROVAL BY THE CITY INSPECTOR DOES NOT CONSTITUTE AUTHORITY TO DEVIATE FROM THE PLANS OR OTHER DOCUMENTS 41 V y� PROVIDED BY THE OFFICE OF JF BUILDING DESIGN. O w m_ LA • •� O � V Exterior Elevation Motes: All Weather Exposed Surfaces Shall have a weather -resistive barrier to protect the interior wall covering. Such barrier shall be equal to that provided for the 2016 C.R.C. standards and applied directly over studs or sheathing. Barriers shall be installed horizontally, weatherboard fashion, with upper layer over lower layer not less than 2 inches where vertical Joints occur lap barrier not less than 6 inches as per 2016 C.R.C. Exterior finish, where applicable, shall minimum VS" standard 3 coat application cement plaste (stucco) over layer of paper back metal or wire lath with drip screened at base. Weather -resistive barriers shall be installed under described lath as described above, and when applied over wood base sheathing shall include 2 layers of grade D Paper. As per 2016 C.R.C. Note. Paperback stucco wire Is equivalent to I layer of grade d paper Flash all exterior openings exposed to the weather with sheet metal or approved waterproof paper. Extend at least 3" under building paper behind exterior wall covering. All penetrations shall be thoroughly caulked and sealed as per 2016 C.R.C. NOTE: A WEEP SCREED SHALL BE PROVIDED m THE FOUNDATION PLATE LINE ON ALL WALLS COVERED WITH EXTERIOR PLASTER. THE SCREED SHALL BE PLACED A MIN. 4" ABOVE EARTH OR 2" ABOVE PAVED AREAS. 2016 C.R,.C. (TYP tv CEMENT PLASTER) CONC DRIVE DUAL GLAZED ALUM CLAD CSMT VINYL SASH (TYP) �/v' IIEF� OHDIE IEIIEWk7�CN = DDU7H ,ALL EXTERIOR WINDOWS 4 DOOR HEADER HT @ -l'-10 1 THE PLANS, IDEAS AND DESIGNS SHOWN ON THESE DRAWINGS ARE THE PROPER' OF THE DESIGNER. DEVISED SOLELY Fc THIS PROJECT. PLANS SHALL NOT BE USED, WHOLE OR IN PART, FOR ANY OTHER PURPOSE WITHOUT THE WRITTEN PERMISSION OF THE DESIGNER: JF BUILDING DESIGN REVISIONS I I SY W O o N O O DRAWN JF CHECKED JF DATE 3 JAN 15 SCALE AS NOTED JOB NO. 1-122 SHEET k r(=�) 00 OF SHEETS Case Manager TOP PL - - - - - - - - EQUITONE PANELS (MATT SURFACE) z0 lro"X FURRED -OUT SURFACE COLUMN (TYP) O O Q ATTIC WINDOWS (TYP) O 7 Ql , FINISH FLR_ TOP PL Q COVERED ENTRY FINISH FLR FIN`ISW WALK MOUNTAIN LEDGE (DURANGxO) ELDORADO STONE W/STONE CAP (TYP) OPEN RDWO BENCH 1211X16° FURRED -OUT W/STONE SURFACE COLUMN (TYP) OPEN BUILT -JP ROOFING W/PARAPET (TYP) 0 PLANTER BOX PRESIDENTIAL 50 YR COMP SWINGLE ROOFING CLASS 1A' (TYP) � DUAL GLAZED ALUM CL < CSMT VINYL SASH (TYP) ROOF TO WALL FLASHING (TYP) APPROX BLDG HT. = 251-10 12 TOP PL a3 - - - (N) INTEGRAL COLORED Sl" i00Ti-4 STUCCO EXTERIOR FINI5I4 (TYP) � C F_D_� N (D I -D-1 H / Ln � (2 H 7 3 � DD [F= [F= I IEWA7 � G N LU7 ALL EXTERIOR WINDOWS 4 DOOR HEADER HT @ -l'-10 TO TO -�� - FINI; FINIS NATJR CONC PATIO FINISI-I FLR TOP PL - C vE ED BALCONEY (TYP) Q FINISH FLR NATURAL GRADE PRESIDENTIAL 50 YR COMP SHINGLE * NOTE TO CONTRACTOR * Co munity Development Department Planning Division — Cupertino 'CUPLRTIN4 APPROVED Case # R-2018-14 Application Number(s) Approval B dy: Director/ Staff Approval D to 07/31/18 Signature Erick Serrano Case Manager TOP PL - - - - - - - - EQUITONE PANELS (MATT SURFACE) z0 lro"X FURRED -OUT SURFACE COLUMN (TYP) O O Q ATTIC WINDOWS (TYP) O 7 Ql , FINISH FLR_ TOP PL Q COVERED ENTRY FINISH FLR FIN`ISW WALK MOUNTAIN LEDGE (DURANGxO) ELDORADO STONE W/STONE CAP (TYP) OPEN RDWO BENCH 1211X16° FURRED -OUT W/STONE SURFACE COLUMN (TYP) OPEN BUILT -JP ROOFING W/PARAPET (TYP) 0 PLANTER BOX PRESIDENTIAL 50 YR COMP SWINGLE ROOFING CLASS 1A' (TYP) � DUAL GLAZED ALUM CL < CSMT VINYL SASH (TYP) ROOF TO WALL FLASHING (TYP) APPROX BLDG HT. = 251-10 12 TOP PL a3 - - - (N) INTEGRAL COLORED Sl" i00Ti-4 STUCCO EXTERIOR FINI5I4 (TYP) � C F_D_� N (D I -D-1 H / Ln � (2 H 7 3 � DD [F= [F= I IEWA7 � G N LU7 ALL EXTERIOR WINDOWS 4 DOOR HEADER HT @ -l'-10 TO TO -�� - FINI; FINIS NATJR CONC PATIO FINISI-I FLR TOP PL - C vE ED BALCONEY (TYP) Q FINISH FLR NATURAL GRADE PRESIDENTIAL 50 YR COMP SHINGLE * NOTE TO CONTRACTOR * �z In THE CONTRACTOR AND/OR SUPPLIER OF MATERIALS SHALL NOT SCALE ANY DIMENSIONS FOR TWO CONSTRUCTION PURPOSES. IN THE EVENT A DIMENSION IS REQUIRED THAT DOES NOT OCCUR ON THE DRAWINGS AND/OR A DIMENSION ERROR IS FOUND ON THE DRAWINGS. THE CONTRACTOR O AND/OR SUPPLIER OF MATERIALS WILL NOTIFY THE OFFICE OF JF BUILDING DESIGN. AND REQUIRES A Q� ASSISTANCE AS SOON AS POSSIBLE. THE CONTRACTOR AND/OR SUPPLIER OF MATERIALS SHALL N BE SOLELY RESPONSIBLE FOR THE RESULTS OF ERRORS, DISCREPANCIES AND OMISSIONS WHICH 0 THE CONTRACTOR AND/OR MATERIAL SUPPLIER FAILED TO NOTIFY THE OFFICE OF JF BUILDING DESIGN. M PRIOR TO CONSTRUCTION AND/OR FABRICATION OF THE WORK. NO DEVIATION FROM THE PLANS IN ANY WAY SHALL BE MADE WITHOUT THE WRITTEN CONSENT OF JF BUILDING DESIGN, APPROVAL BY THE CITY INSPECTOR DOES NOT CONSTITUTE AUTHORITY TO DEVIATE FROM THE PLANS OR OTHER DOCUMENTS U PROVIDED BY THE OFFICE OF JF BUILDING DESIGN. O w LA Go O � � V Exterior Elevation Motes: 4'P All Weather Exposed Surfaces Shall have a weather -resistive barrier to protect the interior wall covering. Such barrier shall be equal to that provided for the 2016 C.R.C. standards and applied directly over studs or sheathing. Barriers shall be installed horizontally, weatherboard fashion, with upper layer over lower layer not less than 2 inches where vertical Joints occur lap barrier not less than 6 inches as per 2016 C.R.C. Exterior finish, where applicable, shall minimum 1/5" standard 3 coat application cement plaste (stucco) over layer of paper back metal or wire lath with drip screened at base. Weather -resistive barriers shall be installed under described lath as described above, and when applied over wood base sheathing shall include 2 layers of grade D Paper. As per 2016 C.R.G. Note: Paperback stucco wire is equivalent to I layer of grade d paper Flash all exterior openings exposed to the weather with sheet metal or approved waterproof paper. Extend at least 311 under building paper behind exterior wall covering. All penetrations shall be thoroughly caulked and sealed as per 2016 C.R.C. NOTE: A WEEP SCREED SHALL BE PROVIDED m THE FOUNDATION PLATE LINE ON ALL WALLS COVERED WITH EXTERIOR PLASTER. THE SCREED SHALL BE PLACED A MIN, 4" ABOVE EARTH OR 2" ABOVE PAVED AREAS. 2016 C.R,.C. (TYP Q CEMENT PLASTER) V 1 Y1 11 -GL Vl/1`4%.1 1-+ I IV C°° Gn�G� IEILIEWk7D(DN = WIE37 ALL EXTERIOR WINDOWS 4 DOOR HEADER HT M -V-10 i �7 � THE PLANS, IDEAS AND DESIGNS SHOWN ON THESE DRAWINGS ARE THE PROPERTY OF THE DESIGNER. DEVISED SOLELY FOR THIS PROJECT. PLANS SHALL NOT BE USED, WHOLE OR IN PART, FOR ANY OTHER PURPOSE WITHOUT THE WRITTEN PERMISSION OF THE DESIGNER: JF BUILDING DESIGN REVISIONS ■ BY W O ., U �� cL N DRAWN JF CHECKED JF DATE 3 JAN IS SCALE AS NOTED JOB NO. 1122 SHEET AW OF SHEETS Counity Development Department I anning Division — Cupertino UPPER UPPER BL 3/4" PARAPER o FL ROOF EAvE (TYP) LOWER ROOF LINE (TYP) LOWER BUILDING LINE (TYP) � /'Q-'11 I-Dln--,,(D (a) Ln�u) IF [PLkN ROOF FLAN NOTES: ROOFING: COMP SHINGLES CLASS "A" SELECTED BY OWNER. OVER TYPE 30 ROOFING FELT.INSTALL PER MANUF. 1SPECS. FLASHING d COUNTERFLASHING: 26 GAUGE STEEL, U.O.N., AS REQUIRED AT JUNCTURE OF ROOF AND VERTICAL SURFACES. SEE SHEET METAL NOTES ON SHEET SP, VALLEY FLASHING: 26 GAUGE GALV, STEEL OVER 15 LB. FELT. CRICKETS SIMILAR. DOIUNSPOUTS: 2 1/4" DIA ROUND GALV. STEEL DOWN SPOUTS. PROVIDE BASKET STRAINER ADN SPLASH - BLOCK AT EACH DOWNSPOUT. GUTTERS: 5" GALV, STEEL OGEE GUTTER BUILT-UP ROOF, CLASS IIA" 28 LB BASE PLY, ATTACHED MECHANICALLY S" OC EDGES, AND IS" OC FIELD, INNER PLIES, 11 LB. FELT W/ MIN. 25 LB. MOPPING. 18 LB. MINERAL SURFACE CAP SHEET. FLASHING f COUNTERFLASHING: 26 GAUGE STEEL, U.O.N., AS REQUIRED AT JUNCTURE OF ROOF AND VERTICAL SURFACES. SEE SHEET METAL NOTES ON SHEET SP, VALLEY FLASHING: 26 GAUGE GALV, STEEL OVER 15 LB, FELT. CRICKETS SIMILAR. DOWNSPOUTS - 2 1/4" DIA ROUND GALV. STEEL DOWN SPOUTS. PROVIDE BASKET STRAINER ADN SPLASH - BLOCK AT EACH DOWNSPOUT. > PATIO LOWER BUILDING LINE (TYP) LOWER ROOF LINE (TYP) HANG) 3 -COAT STUCCO W/ 2 LAYERS GRADE "D" PAPER 3/8" PLYWD 2X6 STUDS IV 16" OC W/R-19 INSUI 41/2" GYP. BD. 290 t FINISH GRAD NO OVERHANG GABLE ENDS (TYP) 3 -COAT STUCCO W/ 2 LAYERS GRADE "D" PAPER 3/8" PLYWD 2X6 STUDS 10 I ro" OC W/R-19 INSUL. 41/21, GYP. BD, TOP PL 12 Q POST AS PE m PLAN (TYP) FINISH FLR- - BALCONEY \ TOP PL POST AS PE Q PLAN (TYP) m FLASHING 12 3 ROOF BEYOND BUILT-UP ROOFING 2'-6" IJ I� ILII ISI ISI COMP SHINGLES O/30* FELT 0/1/2" PLYWD 0/2X RAFTERS Q 16" OC. (TYP) 12 -- --]3 MUD 2X CEILING JOIST 0 16" OC W/ R-38 INSUL. (TYP.) 1/2" YPBD. MMIC _DRO M FLUSH BM AS PER PLAN BUILT-UP ROOF, CLASS "A" * NOTE TO CONTRACTOR * � �z 28 LB BASE PLY, ATTACHED THE CONTRACTOR AND/OR SUPPLIER OF MATERIALS SHALL NOT SCALE ANY DIMENSIONS FOR MECHANICALLY S" OC EDGES, CONSTRUCTION PURPOSES. IN THE EVENT A DIMENSION IS REQUIRED THAT DOES NOT OCCUR O AND IS" OC FIELD. INNER PLIES, ON THE DRAWINGS AND/OR A DIMENSION ERROR IS FOUND ON THE DRAWINGS. THE CONTRACTOR AND/OR SUPPLIER OF MATERIALS WILL NOTIFY THE OFFICE OF JF BUILDING DESIGN. AND REQUIRES 11 LB, FELT W/ MIN, 25 LB, MOPPING. ASSISTANCE AS SOON AS POSSIBLE, THE CONTRACTOR AND/OR SUPPLIER OF MATERIALS SHALL N 18 LB, MINERAL SURFACE CAP SHEET. BE SOLELY RESPONSIBLE FOR THE RESULTS OF ERRORS, DISCREPANCIES AND OMISSIONS WHICH 0 THE CONTRACTOR AND/OR MATERIAL SUPPLIER FAILED TO NOTIFY THE OFFICE OF JF BUILDING DESIGN. M PRIOR TO CONSTRUCTION AND/OR FABRICATION OF THE WORK. NO DEVIATION FROM THE PLANS IN ANY A, WAY SHALL BE MADE WITHOUT THE WRITTEN CONSENT OF JF BUILDING DESIGN. APPROVAL BY THE CITY `\ 3/41' PARAPER 9 FLAT ROOF EAVE (TYP) INSPECTOR DOES NOT CONSTITUTE AUTHORITY TO DEVIATE FROM THE PLANS OR OTHER DOCUMENTS V PROVIDED BY THE OFFICE OF JF BUILDING DESIGN. O w O v 2S2 TOP PL r� SOFFIT W/2" CONT'S V SCREENED VENT. kit (1 Air s ROOF TO WALL O oke. FLASHING (TYP) 4 12 3 FINISH FLR r ZRRRRRRRRRRRRRRR TOP PL- ram - �V L O i (P DINING \ 3/4" T4G PLYWD GLUE 3 NAIL O/�� 2X FLOOR JOIST 41) 16" OC, W/R-19 INSUL. (TYP) COMP SHINGLES O/30* FELT 0/1/2" PLYWD 0/2X RAFTERS 9 16" OC. (TYP) 25ZSZSZSZSZSZSZSZSZS ATTIC 2 25252525252525252525252_ 2X CEILING JOIST tv 16" OC W/ R-38 INSUL. (TYP,) 1/2" GYP BD. O M. BEDROO STAIRS STRINGER FAMILY PEN GUEST FINISH FLR \_ �l SLOPE TO DRAIN SZ �2S25ZS� �2S25ZS� �25ZSZSZ �2525�_ FINISH -4 � �O �Oj CONC PATIO 3/4" T4G PLYWD GLUE 3 NAIL / / 2X FLOOR JOIST 41) 16" OC, W/R-19 INSUL. (TYP) FINISH FLR, SZ S2S2S2S�S2S2S25ZS�S 251. ADE O 0°° 00000000 0 SECTIONS ARE FOR DIAGRAMIATIC PURPOSES ONLY. SEE CONSTRUCTION/STRUCTURAL DRAWINGS FOR ALL MATERIALS, FRAMING AND CONNECTIONS BUILT-UP ROOF, CLASS "A" 28 LB BASE PLY, ATTACHED MECHANICALLY S" OC EDGES, AND IS" OC FIELD. INNER PLIES, 11 LB, FELT W/ MIN. 25 LB. MOPPING. 18 LS. MINERAL SURFACE CAP SHEET, 3/4" PARAPER a FLAT ROOF EAVE (TYP) to drain O BEDROOM *3 ZSZ SZ SZ SZ SZ SZ SZ SZ SZ SZ SZ SZ SZ SZ SZ SZ SZ SZ SZ SZ SZ SZ SZ SZ S ATTIC BEAM (SEE STRUCTURAL) BATH •I � O 2 -CAR GARAGE � IF---iL CONC SLAB slope to drain � S'� Sz�25'�SZSZ�2S'�S2SZ�2 ROOF TO WALL FLASHING (TYP) (N) PRESIDENTIAL 50 YR COMP SHINGLE ROOFING CLASS 'A' (TYP) SOFFIT AREA OVER DR. SLOPE TO DRAIN TOP PL r FINISH SLAB jX%`%`% `V�/�� CONC DRIVE O 0°° 00000000 0L 0 SECTIONS ARE FOR DIAGRAMIATIC PURPOSES ONLY. SEE CONSTRUCTION/STRUCTURAL DRAWINGS FOR ALL MATERIALS, FRAMING AND CONNECTIONS U THE PLANS, IDEAS AND DESIGNS SHOWN ON THESE DRAWINGS ARE THE PROPERTY OF THE DESIGNER, DEVISED SOLELY FOR THIS PROJECT. PLANS SHALL NOT HE USED, WHOLE OR IN PART, FOR ANY OTHER PURPOSE WITHOUT THE WRITTEN PERMISSION OF THE DESIGNER: JF BUILDING DESIGN REVISIONS ■ BY W 0 ZZ N %) 1►� 1 "1111 � U DRAWN JF CHECKED JF DATE 3 JAN 18 SCALE AS NOTED JOB NO. 1122 SHEET O OF SHEETS 'CUPLRTIN4 APPROVED Case # R-2018-14 Application Number(s) Approva I B y: Director/ Staff Approval D e 07/31/18 Signature Erick Serrano Case Manager 3X TRIM UPPER UPPER BL 3/4" PARAPER o FL ROOF EAvE (TYP) LOWER ROOF LINE (TYP) LOWER BUILDING LINE (TYP) � /'Q-'11 I-Dln--,,(D (a) Ln�u) IF [PLkN ROOF FLAN NOTES: ROOFING: COMP SHINGLES CLASS "A" SELECTED BY OWNER. OVER TYPE 30 ROOFING FELT.INSTALL PER MANUF. 1SPECS. FLASHING d COUNTERFLASHING: 26 GAUGE STEEL, U.O.N., AS REQUIRED AT JUNCTURE OF ROOF AND VERTICAL SURFACES. SEE SHEET METAL NOTES ON SHEET SP, VALLEY FLASHING: 26 GAUGE GALV, STEEL OVER 15 LB. FELT. CRICKETS SIMILAR. DOIUNSPOUTS: 2 1/4" DIA ROUND GALV. STEEL DOWN SPOUTS. PROVIDE BASKET STRAINER ADN SPLASH - BLOCK AT EACH DOWNSPOUT. GUTTERS: 5" GALV, STEEL OGEE GUTTER BUILT-UP ROOF, CLASS IIA" 28 LB BASE PLY, ATTACHED MECHANICALLY S" OC EDGES, AND IS" OC FIELD, INNER PLIES, 11 LB. FELT W/ MIN. 25 LB. MOPPING. 18 LB. MINERAL SURFACE CAP SHEET. FLASHING f COUNTERFLASHING: 26 GAUGE STEEL, U.O.N., AS REQUIRED AT JUNCTURE OF ROOF AND VERTICAL SURFACES. SEE SHEET METAL NOTES ON SHEET SP, VALLEY FLASHING: 26 GAUGE GALV, STEEL OVER 15 LB, FELT. CRICKETS SIMILAR. DOWNSPOUTS - 2 1/4" DIA ROUND GALV. STEEL DOWN SPOUTS. PROVIDE BASKET STRAINER ADN SPLASH - BLOCK AT EACH DOWNSPOUT. > PATIO LOWER BUILDING LINE (TYP) LOWER ROOF LINE (TYP) HANG) 3 -COAT STUCCO W/ 2 LAYERS GRADE "D" PAPER 3/8" PLYWD 2X6 STUDS IV 16" OC W/R-19 INSUI 41/2" GYP. BD. 290 t FINISH GRAD NO OVERHANG GABLE ENDS (TYP) 3 -COAT STUCCO W/ 2 LAYERS GRADE "D" PAPER 3/8" PLYWD 2X6 STUDS 10 I ro" OC W/R-19 INSUL. 41/21, GYP. BD, TOP PL 12 Q POST AS PE m PLAN (TYP) FINISH FLR- - BALCONEY \ TOP PL POST AS PE Q PLAN (TYP) m FLASHING 12 3 ROOF BEYOND BUILT-UP ROOFING 2'-6" IJ I� ILII ISI ISI COMP SHINGLES O/30* FELT 0/1/2" PLYWD 0/2X RAFTERS Q 16" OC. (TYP) 12 -- --]3 MUD 2X CEILING JOIST 0 16" OC W/ R-38 INSUL. (TYP.) 1/2" YPBD. MMIC _DRO M FLUSH BM AS PER PLAN BUILT-UP ROOF, CLASS "A" * NOTE TO CONTRACTOR * � �z 28 LB BASE PLY, ATTACHED THE CONTRACTOR AND/OR SUPPLIER OF MATERIALS SHALL NOT SCALE ANY DIMENSIONS FOR MECHANICALLY S" OC EDGES, CONSTRUCTION PURPOSES. IN THE EVENT A DIMENSION IS REQUIRED THAT DOES NOT OCCUR O AND IS" OC FIELD. INNER PLIES, ON THE DRAWINGS AND/OR A DIMENSION ERROR IS FOUND ON THE DRAWINGS. THE CONTRACTOR AND/OR SUPPLIER OF MATERIALS WILL NOTIFY THE OFFICE OF JF BUILDING DESIGN. AND REQUIRES 11 LB, FELT W/ MIN, 25 LB, MOPPING. ASSISTANCE AS SOON AS POSSIBLE, THE CONTRACTOR AND/OR SUPPLIER OF MATERIALS SHALL N 18 LB, MINERAL SURFACE CAP SHEET. BE SOLELY RESPONSIBLE FOR THE RESULTS OF ERRORS, DISCREPANCIES AND OMISSIONS WHICH 0 THE CONTRACTOR AND/OR MATERIAL SUPPLIER FAILED TO NOTIFY THE OFFICE OF JF BUILDING DESIGN. M PRIOR TO CONSTRUCTION AND/OR FABRICATION OF THE WORK. NO DEVIATION FROM THE PLANS IN ANY A, WAY SHALL BE MADE WITHOUT THE WRITTEN CONSENT OF JF BUILDING DESIGN. APPROVAL BY THE CITY `\ 3/41' PARAPER 9 FLAT ROOF EAVE (TYP) INSPECTOR DOES NOT CONSTITUTE AUTHORITY TO DEVIATE FROM THE PLANS OR OTHER DOCUMENTS V PROVIDED BY THE OFFICE OF JF BUILDING DESIGN. O w O v 2S2 TOP PL r� SOFFIT W/2" CONT'S V SCREENED VENT. kit (1 Air s ROOF TO WALL O oke. FLASHING (TYP) 4 12 3 FINISH FLR r ZRRRRRRRRRRRRRRR TOP PL- ram - �V L O i (P DINING \ 3/4" T4G PLYWD GLUE 3 NAIL O/�� 2X FLOOR JOIST 41) 16" OC, W/R-19 INSUL. (TYP) COMP SHINGLES O/30* FELT 0/1/2" PLYWD 0/2X RAFTERS 9 16" OC. (TYP) 25ZSZSZSZSZSZSZSZSZS ATTIC 2 25252525252525252525252_ 2X CEILING JOIST tv 16" OC W/ R-38 INSUL. (TYP,) 1/2" GYP BD. O M. BEDROO STAIRS STRINGER FAMILY PEN GUEST FINISH FLR \_ �l SLOPE TO DRAIN SZ �2S25ZS� �2S25ZS� �25ZSZSZ �2525�_ FINISH -4 � �O �Oj CONC PATIO 3/4" T4G PLYWD GLUE 3 NAIL / / 2X FLOOR JOIST 41) 16" OC, W/R-19 INSUL. (TYP) FINISH FLR, SZ S2S2S2S�S2S2S25ZS�S 251. ADE O 0°° 00000000 0 SECTIONS ARE FOR DIAGRAMIATIC PURPOSES ONLY. SEE CONSTRUCTION/STRUCTURAL DRAWINGS FOR ALL MATERIALS, FRAMING AND CONNECTIONS BUILT-UP ROOF, CLASS "A" 28 LB BASE PLY, ATTACHED MECHANICALLY S" OC EDGES, AND IS" OC FIELD. INNER PLIES, 11 LB, FELT W/ MIN. 25 LB. MOPPING. 18 LS. MINERAL SURFACE CAP SHEET, 3/4" PARAPER a FLAT ROOF EAVE (TYP) to drain O BEDROOM *3 ZSZ SZ SZ SZ SZ SZ SZ SZ SZ SZ SZ SZ SZ SZ SZ SZ SZ SZ SZ SZ SZ SZ SZ SZ S ATTIC BEAM (SEE STRUCTURAL) BATH •I � O 2 -CAR GARAGE � IF---iL CONC SLAB slope to drain � S'� Sz�25'�SZSZ�2S'�S2SZ�2 ROOF TO WALL FLASHING (TYP) (N) PRESIDENTIAL 50 YR COMP SHINGLE ROOFING CLASS 'A' (TYP) SOFFIT AREA OVER DR. SLOPE TO DRAIN TOP PL r FINISH SLAB jX%`%`% `V�/�� CONC DRIVE O 0°° 00000000 0L 0 SECTIONS ARE FOR DIAGRAMIATIC PURPOSES ONLY. SEE CONSTRUCTION/STRUCTURAL DRAWINGS FOR ALL MATERIALS, FRAMING AND CONNECTIONS U THE PLANS, IDEAS AND DESIGNS SHOWN ON THESE DRAWINGS ARE THE PROPERTY OF THE DESIGNER, DEVISED SOLELY FOR THIS PROJECT. PLANS SHALL NOT HE USED, WHOLE OR IN PART, FOR ANY OTHER PURPOSE WITHOUT THE WRITTEN PERMISSION OF THE DESIGNER: JF BUILDING DESIGN REVISIONS ■ BY W 0 ZZ N %) 1►� 1 "1111 � U DRAWN JF CHECKED JF DATE 3 JAN 18 SCALE AS NOTED JOB NO. 1122 SHEET O OF SHEETS CUPERTINO Case # munity Development Department Planning Division'—Cupertino Ap Approval Body: Dir, Approva I Date 0 Signature Erick 18-14 on Number(s) ;tor Oft the Santa Clara Valley, storm drains flow 31/181directly to our local creeks, and on to San rrano I Francisco Bay. with no treatment. Case Ma ger Storm water pollution is a serious problem for wildlife dependent on our waterways and for the people who live near polluted streams or baylands. Proper management of construction sites reduces pollution significantly. This sheet summarizes the "Best Management Practices" (BMPs) for storm water pollution prevention. ORDINANCE OF THE CITY OF CUPERTINO FOR NONPOINT SOURCE POLLUTION & WATERCOURSE PROTECTION: Chapter 9.18 9.18.040 Discharge into the storm drain prohibited It is unlawful to discharge, or cause, allow, or permit to be discharged into any storm drain or natural outlet or channel all waste, including but not restricted to, sewage, industrial wastes, petroleum products, coal tar or any refuse substance arising from the manufacture of gas from coal or petroleum, Chemicals, detergents, solvents, paints, contaminated or chlorinated swimming pool water, pesticides, herbicides and fertilizers. 9.18.090 Violation Any person who violates any provision of this chapter is quilty of a misdemeanor and upon conviction thereof shall be punished as provided in Chapter 1.12 of this code 9.19.100 Civil penalty for violation Any person who violates any provision of this chapter or any provision of any permit issued pursuant to this chapter shall be civilly liable to the City in a sum not to exceed the amounts provided for in Government Code Section 54740 and/or 54740.5 [up to $25,000 per day per violation]. The City may petition the Superior Court pursuant to Government Code Section 54740 to impose, assess and recover such sums. The civil penalty provided in this section is cumulative and not exclusive, and shall be in addition to all other remedies available to the city under State and Federal law and local ordinances. Funds collected pursuant to this section shall be paid to City's Environmental Management Account. 9.19.101 Civil penalty for illicit discharges Any person who discharges pollutants, in violation of this chapter, by the use of illicit connections shall be civilly liable to the City in a sum not to exceed twenty-five thousand dollars per day per violation for each day in which such violation occurs. The City may petition the Superior Court pursuant to Government Code Section 54740 to impose, assess and recover such sums. The civil penalty provided in this section is cumulative and not exclusive, and shall be in addition to all other remedies available to the City under State and Federal law and local ordinances. Funds collected pursuant to this section shall be paid to City's Environmental Storm Management Account. Cupertino Building Dept: 408-777-3228 Public Works Dept: 408-777-3354 Santa Clara County Recycling Hotline: 800-533-8414 www.reducewaste.orn www.recyclestuff.com Small Business Hazardous Waste: 408-299-7300 Cupertino Sanitary Sewer Distr 408-253-7071 Santa Clara Valley Urban Runoff Pollution Prevention Prgm 800-794-2482 State Office of Emergency Services 1-800-852-7550 (24 hrs) Report spills to 911 APPROVED BY: CA wakov- RALPH QUALLS, JR. RCE 22046 9 - DIRECTOR OF PUBLIC WORKS General Construction and Site Supervision Storm Drain Pollution from Construction Activities Construction sites are common sources of storm water pollution. Materials and wastes that blow or wash into a storm drain, gutter, or street have a direct impact on local creeks and the Bay. As a contractor, or site supervisor, owner or operator of a site, you may be responsible for any environmental damage caused by your subcontractors or employees. General Principles ❑ Keep an orderly site and ensure good housekeeping practices are used. ❑ Maintain equipment properly. ❑ Cover materials when they are not in use. ❑ Keep materials away from streets, storm drains and drainage channels. ❑ Ensure dust control water doesn't leave site or discharge to storm drains. Advance Planning To Prevent Pollution ❑ Schedule excavation and grading activities for dry weather periods. To reduce soil erosion, plant temporary vegetation or place other erosion controls before rain begins. Use the Erosion and Sediment Control Manual, available from the Regional Water Quality Control Board, as a reference. ❑ Control the amount of runoff crossing your site (especially during excavation!) by using berms or temporary or permanent drainage ditches to divert water flow around the site. Reduce stormwater runoff velocities by constructing temporary check dams or berms where appropriate. ❑ Train your employees and subcontractors. The city can provide brochures about these issues for you to distribute to workers at your construction site. Inform your subcontractors about the stormwater requirements and their own responsibilities. Use Blueprint for a Clean Bay, a construction best management practices guide available at our Building Dept. counter. Painting and Application of Solvents and Adhesives Storm Drain Pollution from Paints, Solvents, and Adhesives All paints, solvents, and adhesives contain chemicals that are harmful to wildlife in local creeks, San Francisco Bay, and the Pacific Ocean. Toxic chemicals may come from liquid or solid products or from cleaning residues or rags. Paint material and wastes, adhesives and cleaning fluids should be recycled when possible, or disposed of properly to prevent these materials from flowing into storm drains and watercourses. Handling Paint Products ❑ Keep all liquid paint products and wastes away from the gutter, street, and storm drains. Painting Cleanup ❑ Never clean brushes or rinse paint containers into a street, gutter, storm drain, French drain, or creek. ❑ For water-based paints, paint out brushes to the extent possible, and rinse into an inside sink drain that goes to the sanitary sewer. ❑ For oil-based paints, paint out brushes to the extent possible and clean with thinner or solvent. Filter and reuse thinners and solvents, where possible. Dispose of excess liquids and residue as hazardous waste. ❑ When thoroughly dry, empty paint cans, used brushes, rags, and drop cloths may be disposed of as garbage. Good Housekeeping Practices ❑ Designate one area of the site for auto parking, vehicle refueling, and routine equipment maintenance. The designated area should be well away from streams or storm drain inlets, bermed if necessary. Make major repairs off site. ❑ To prevent off-site tracking of dirt, provide entrances with stabilized aggregate surfaces. Or provide a tire wash area. ❑ Keep materials out of the rain - prevent runoff contamination at the source. Cover exposed piles of soil or construction materials with plastic sheeting or temporary roofs. Before it rains, sweep and remove materials from surfaces that drain to storm drains, creeks, or channels. ❑ Keep pollutants off exposed surfaces. Place trash cans and recycling receptacles around the site to minimize litter. ❑ Clean up leaks, drips and other spills immediately so they do not contaminate soil or groundwater or leave residue on paved surfaces. Use dry cleanup methods whenever possible. If you must use water, use just enough to keep the dust down. ❑ Cover and maintain dumpsters. Place dumpsters under roofs or cover with tarps or plastic sheeting secured around the outside of the dumpster. Never clean out a dumpster by hosing it down on the construction site. ❑ Place portable toilets away from storm drains. Make sure portable toilets are in good working order. Check frequently for leaks. Materials/Waste Handling ❑ Practice Source Reduction - minimize waste when you order materials. Estimate carefully. ❑ Recycle excess materials, whenever possible, such as concrete, asphalt, scrap metal, solvents, degreasers, cleared vegetation, paper, rock, and vehicle maintenance materials such as used oil, antifreeze, batteries, and tires: www.reducewaste.orc for info. ❑ Dispose of all wastes properly. Materials that cannot be recycled must be taken to an appropriate landfill or disposed of as hazardous waste. Never bury waste materials or leave them in the street or near a creek or stream bed. Permits ❑ In addition to local grading and building permits, you will need to obtain coverage under the State's General Construction Activity Stormwater Permit if your construction site's disturbed area totals 5 acres or more. Information on the General Permit can be obtained from the Regional Water Quality Control Board. (This criteria will change to one acre as of Mar. 2003.) Landscaping, Gardening, and Pool Maintenance Landscaping/Garden Maintenance ❑ Protect stockpiles and landscaping materials from wind and rain by storing them under tarps or secured plastic sheeting. ❑ Schedule grading and excavation projects during dry weather. ❑ Use temporary check dams or ditches to divert runoff away from storm drains. ❑ Protect storm drains with sandbags, gravel - filled bags, straw wattles, or other sediment controls. ❑ Re -vegetation is an excellent form of erosion control for any site. ❑ Store pesticides, fertilizers, and other chemicals indoors or in a shed or storage cabinet. ❑ Use pesticides sparingly, according to instructions on the label. Rinse empty containers, and use rinsewater as product. Dispose of rinsed, empty containers in the trash. Dispose of unused pesticides as hazardous waste. ❑ In Cupertino, residents with curbside recycling can collect lawn, garden and tree trimmings in yardwaste toters. Yardwaste will be collected and composted by the city's contractors. Residents are encouraged to compost yardwaste on-site themselves. Or take yardwaste to a landfill where it will be composted. ❑ Landscape contractors should take clippings and pruning waste to a landfill that composts yard waste (BFI's Newby Island and Zanker Rd. landfill are the nearest). ❑ Do not blow or rake leaves into the street. Storm Drain Pollution from Landscaping and Swimming Pool Maintenance Many landscaping activities expose soils and increase the likelihood that earth and garden chemicals will run off into the storm drains during irrigation or when it rains. Swimming pool water containing chlorine and copper -based algaecides should never be discharged to storm drains. These chemicals are toxic to aquatic life. Pool/Fountain/Spa Maintenance Draining pools or spas When it's time to drain a pool, spa, or fountain, please be sure to call the Cupertino Sanitary District before you start for further guidance on flow rate restrictions, backflow prevention, and handling special cleaning waste (such as acid wash). Discharge flows should be kept to the low levels typically possible through a garden hose. Higher flow rates may be prohibited by local ordinance. ❑ Never discharge pool or spa water to a street or storm drain; discharge to a sanitary sewer cleanout. ❑ If possible, when emptying a pool or spa, let chlorine dissipate for a few days and then recycle/reuse water by draining it gradually onto a landscaped area. ❑ Do not use copper -based algaecides. Control algae with chlorine or other alternatives, such as sodium bromide. Filter Cleaning ❑ Never clean a filter in the street or near a storm drain. Rinse cartridge and diatomaceous earth filters onto a dirt area, and spade filter residue into soil. Dispose of spent diatomaceous earth in the garbage. ❑ If there is no suitable dirt area, call Cupertino Sanitary for instructions on discharging filter backwash or rinsewater to the sanitary sewer. Earth -Moving Activities Storm Drain Pollution from Earth -Moving Activities Soil excavation and grading operations loosen large amounts of soil that can flow or blow into storm drains when handled improperly. Sediments in runoff can clog storm drains, smother aquatic life, and destroy habitats in creeks and the Bay. Effective erosion control practices reduce the amount of runoff crossing a site and slow the flow with check dams or roughened ground surfaces. Practices During Construction ❑ Remove existing vegetation only when absolutely necessary. Plant temporary vegetation for erosion control on slopes or where construction is not immediately planned. ❑ Protect downslope drainage courses, streams, and storm drains with wattles, or temporary drainage swales. Use check dams or ditches to divert runoff around excavations. Refer to the Regional Water Quality Control Board's Erosion and Sediment Control Field Manual for proper erosion and sediment control measures. ❑ Cover stockpiles and excavated soil with secured tarps or plastic sheeting. The property owner and the contractor share ultimate responsibility for the activities that occur on a construction site. You may be held responsible for any environmental damage caused by your subcontractors or employees. Paint Removal ❑ Paint chips and dust from non -hazardous dry stripping and sand blasting may be swept up or collected in plastic drop cloths and disposed of as trash. ❑ Chemical paint stripping residue, and chips and dust from marine paints, or paints containing lead, mercury or tributyl tin must be disposed of as hazardous wastes. Lead based paint removal requires a state -certified contractor. ❑ When stripping or cleaning building exteriors with high-pressure water, block storm drains. Direct washwater onto a dirt area and spade into soil. Or, check with Cupertino Sanitary District to find out if you can mop or vacuum the washwater and dispose of it in a sanitary sewer drain. Sampling of the washwater may be required. ❑ Washwater from painted buildings constructed before 1978 can contain high amounts of Lead, even if paint chips are not present. Before you begin stripping paint or cleaning pre -1978 building exteriors with water under high pressure, test paint for lead by taking paint scrapings to a local laboratory. (See Yellow Pages for a state -certified laboratory.) ❑ If there is loose paint on the building, or if the paint tests positive for lead, block storm drains. Check with Cupertino Sanitary District to determine whether you may discharge water to the sanitary sewer, or if you must send it offsite for disposal as hazardous waste. Paint Disposal, Return or Donation ❑ Dispose of unwanted liquid paint, thinners, solvents, glues, and cleaning fluids as hazardous waste (call the Small Business Hazardous Waste Prgm: 299-7300). ❑ Or Return to supplier. (Unopened cans of paint may be able to be returned. Check with the vendor regarding its "buy-back" policy.) ❑ Donate excess paint (call 299-7300 to donate.) Roadwork • Paving General Business Practices ❑ Develop and implement erosion/sediment control plans for roadway embankments. ❑ Schedule excavation and grading work during dry weather. ❑ Check for and repair leaking equipment. ❑ Perform major equipment repairs at designated areas in your maintenance yard, where cleanup is easier. Avoid performing equipment repairs at construction sites. ❑ When refueling or when vehicle/equipment maintenance must be done on site, designate a location away from storm drains and creeks. ❑ Do not use diesel oil to lubricate equipment parts or clean equipment. ❑ Recycle used oil, concrete, broken asphalt, etc. whenever possible, or dispose of properly. (www.recyclestuff.com for list of recycling companies.) Asphalt/Concrete Removal ❑ Avoid creating excess dust when breaking asphalt or concrete. ❑ After breaking up old pavement, be sure to remove all chunks and pieces. Make sure broken pavement does not come in contact with rainfall or runoff. ❑ When making saw cuts, use as little water as possible. Shovel or vacuum saw -cut slung and remove from the site. Cover or protect storm drain inlets during saw -cutting. Sweep up, and properly dispose of, all residues. ❑ Sweep, never hose down streets to clean up tracked dirt. Use a street sweeper or vacuum truck. Do not dump vacuumed liquor in storm drains. Storm Drain Pollution from Roadwork Road paving, surfacing, and pavement removal happen right in the street, where there are numerous opportunities for asphalt, saw -cut slung, or excavated material to illegally enter storm drains. Extra planning is required to store and dispose of materials properly and guard against pollution of storm drains, creeks, and the Bay. During Construction ❑ Avoid paving and seal coating in wet weather, or when rain is forecast, to prevent fresh materials from contacting stormwater runoff. ❑ Cover and seal catch basins and manholes when applying seal coat, slung seal, fog seal, or similar materials. ❑ Protect drainage ways by using earth dikes, sand bags, or other controls to divert or trap and filter runoff. ❑ Never wash excess material from exposed - aggregate concrete or similar treatments into a street or storm drain. Collect and recycle, or dispose to dirt area. ❑ Cover stockpiles (asphalt, sand, etc.) and other construction materials with plastic tarps. Protect from rainfall and prevent runoff with temporary roofs or plastic sheets and berms ❑ Park paving machines over drip pans or absorbent material (cloth, rags, etc.) to catch drips when not in use. ❑ Clean up all spills and leaks using "dry" methods (with absorbent materials and/or rags), or dig up, remove, and properly dispose of contaminated soil. ❑ Collect and recycle or appropriately dispose of excess abrasive gravel or sand. ??? ❑ Avoid over -application by water trucks for dust control. 1441otol CONSTRUCTION BEST MANAGEMENTpRACTICES Fresh Concrete and Mortar Application Storm Drain Pollution from Fresh Concrete and Mortar Applications Fresh concrete and cement -related mortars that wash into lakes, streams, or estuaries are toxic to fish and the aquatic environment. Disposing of these materials to the storm drains or creeks can block storm drains, causes serious problems, and is prohibited by law. General Business Practices ❑ Wash out concrete mixers only in designated washout areas in your yard, ,away from storm drains and waterways, where the water will flow into a temporary waste pit in a dirt area. Let water percolate through soil and dispose of settled, hardened concrete as garbage. Whenever possible, recycle washout by pumping back into mixers for reuse. ❑ Wash out chutes onto dirt areas that do not flow to streets or drains. ❑ Always store both dry and wet materials under cover, protected from rainfall and runoff and away from storm drains or waterways. Protect dry materials from wind. ❑ Secure bags of cement after they are open. Be sure to keep wind-blown cement powder away from streets, gutters, storm drains, rainfall, and runoff. ❑ Do not use diesel fuel as a lubricant on concrete forms, tools, or trailers. Dewatering Operations Storm Drain Pollution From Dewatering Activities Contaminated groundwater is a common problem in the Santa Clara Valley. Depending on soil types and site history, groundwater pumped from construction sites may be contaminated with toxics (such as oil or solvents) or laden with sediments. Any of these pollutants can harm wildlife in creeks or the Bay, or interfere with wastewater treatment plant operation. Discharging sediment -laden water from a dewatering site into any water of the state without treatment is prohibited. 1. Check for Toxic Pollutants ❑ Check for odors, discoloration, or an oily sheen on groundwater. ❑ Ask your building inspector whether the groundwater must be tested. ❑ If contamination is suspected, have the water tested by a certified laboratory. ❑ Depending on the test results, you may be allowed to discharge pumped groundwater to the storm drain (if no sediments present) or sanitary sewer. OR, you may be required to collect and haul pumped groundwater off-site for treatment and disposal at an appropriate treatment facility. 2. Check for Sediment Levels ❑ If the water is clear, the pumping time is less than 24 hours, and the flow rate is less than 20 gallons per minute, after receiving the approval of the city inspector, you may be allowed to pump water to the street or storm drain. ❑ If the pumping time is more than 24 hours and the flow rate greater than 20 gpm, call Cupertino Sanitary, 253-7071, for guidance. ❑ If the water is not clear, solids must be filtered or settled out by pumping to a settling tank prior to discharge. Options for filtering include: - Pumping through a perforated pipe sunk part way into a small pit filled with gravel; - Pumping from a bucket placed below water level using a submersible pump; - Pumping through a filtering device such as a swimming pool filter or filter fabric wrapped around end of suction pipe. ❑ When discharging to a storm drain, protect the inlet using a barrier of burlap bags filled with drain rock, or cover inlet with filter fabric anchored under the grate. OR pump water through a grassy swale prior to discharge. During Construction ❑ Don't mix up more fresh concrete or cement than you will use in a two-hour period. ❑ Set up and operate small mixers on tarps or heavy plastic drop cloths. ❑ When cleaning up after driveway or sidewalk construction, wash fines onto dirt areas, not down the driveway or into the street or storm drain. ❑ Protect applications of fresh concrete and mortar from rainfall and runoff until the material has dried. ❑ Wash down exposed aggregate concrete only when the washwater can (1) flow onto a dirt area, (2) drain onto a bermed surface from which it can be pumped and disposed of properly, or (3) be vacuumed from a catchment created by blocking a storm drain inlet. If necessary, divert runoff with temporary berms. Make sure runoff does not reach gutters or storm drains. ❑ When breaking up pavement, be sure to pick up all the pieces and dispose of properly. Recycle large chunks of broken concrete. See www.reducewaste.org for info on recyclers. ❑ Never bury waste material. Dispose of small amounts of excess dry concrete, grout, and mortar in the trash. ❑ Never dispose of washout into the street, storm drains, drainage ditches, or streams. Heavy Equipment Operation Stormwater Pollution from Heavy Equipment on Construction Sites Poorly maintained vehicles and heavy equipment that leak fuel, oil, antifreeze or other fluids on the construction site are common sources of storm drain pollution. Prevent spills and leaks by isolating equipment from runoff channels, and by watching for leaks and other maintenance problems. Remove construction equipment from. the site as soon as possible. Site Planning and Preventive Vehicle Maintenance ❑ Designate one area of the construction site, well away from streams or storm drain inlets, for auto and equipment parking, refueling, and routine vehicle and equipment maintenance. Contain the area with berms, sand bags, or other barriers. ❑ Maintain all vehicles and heavy equipment. Inspect frequently for and repair leaks. ❑ Perform major maintenance, repair jobs, and vehicle and equipment washing off-site, where cleanup is easier. ❑ If you must drain and replace motor oil, radiator coolant, or other fluids on site, use drip pans or drop cloths to catch drips and spills. Collect all spent fluids, store in separate containers, and properly dispose as hazardous waste (recycle whenever possible). ❑ Do not use diesel oil to lubricate equipment parts, or clean equipment. Use only water for any onsite cleaning. ❑ Cover exposed fifth wheel hitches and other oily or greasy equipment during rain events. Spill Cleanup ❑ Clean up spills immediately. ❑ Never hose down "dirty" pavement or impermeable surfaces where fluids have spilled. Use dry cleanup methods (absorbent materials, cat litter, and/or rags) whenever possible and properly dispose of absorbent materials. ❑ Sweep up spilled dry materials immediately. Never attempt to "wash them away" with water, or bury them. ❑ Use as little water as possible for dust control. Ensure water used doesn't leave silt or discharge to storm drains. ❑ Clean up spills on dirt areas by digging up and properly disposing of contaminated soil. ❑ Call 911 for significant spills ❑ If the spill poses a significant hazard to human health and safety, property or the environment, you must also report it to the State Office of Emergency Services. Small Business Hazardous Waste DisposaVxPrgm Businesses that generate less than 27 gallons or 220 pounds of hazardous waste,,, -Per month are eligible to use this program. Call 408-299-7300 for a quote. 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