Loading...
Combined Set_22.pdfGENERAL NOTES 1. IT IS THE RESPONSIBILITY OF THE CONTRACTOR AND SUBCONTRACTORS TO CHECK AND VERIFY ALL DIMENSIONS AND CONDITIONS INDICATED ON THESE DRAWINGS AND MAKE KNOWN ANY DISCREPANCIES PRIOR TO COMMENCING THEIR WORK. 2. THESE DRAWINGS ARE INTENDED FOR USE IN A NEGOTIATED CONSTRUCTION CONTRACT AND, THEREFORE, MAY NOT SPECIFICALLY DETAILS OR SPECIFY MATERIALS AND/OR MANUFACTURERS. 3. THE CONTRACTOR SHALL PROVIDE ALL SAMPLES AND/OR CUT -SHEETS AS REQUIRED TO ASSIST OWNER OR HIS AGENT IN MAKING MATERIAL SELECTIONS. 4. FOR THE PURPOSE OF ESTIMATING, THE CONTRACTOR SHALL USE THE MATERIALS SELECTED BY THE OWNER, OR IN ABSENCE OF SAME, HE SHALL PROVIDE AN ALLOWANCE AMOUNT AND SO CONDITION ANY COST ESTIMATE. 5. ALL MATERIALS SPECIFIED IN THESE DRAWINGS SHALL BE INCLUDED IN SUCH ESTIMATE. 6. NO GUARANTEE OF QUALITY OF CONSTRUCTION IS IMPLIED OR INTENDED BY THE CONSTRUCTION DOCUMENTS, AND THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY OR ALL CONSTRUCTION DEFICIENCIES. 7. THE GENERAL CONTRACTOR SHALL HOLD HARMLESS, INDEMNIFY AND DEFEND THE DESIGNER FROM ANY ACTION INITIATED BY THE INITIAL OWNER OR ANY SUBSEQUENT OWNERS FOR CONSTRUCTION DEFICIENCIES, MODIFICATIONS OR SUCH CONDITIONS WHICH MAY BE BEYOND THE CONTROL OF THE ARCHITECT. 8. ALL WORK SHALL COMPLY WITH APPLICABLE CODES AND TRADE STANDARDS WHICH GOVERN EACH PHASE OF WORK, INCLUDING BUT NOT LIMITED TO CALIFORNIA BUILDING CODE (CBC), CALIFORNIA MECHANICAL CODE (CMC), NATIONAL ELECTRICAL CODE (NEC), CALIFORNIA PLUMBING CODE (CPC), AND ALL APPLICABLE LOCAL CODES AND LEGISLATION. 9. THE CONTRACTOR SHALL REVIEW AND RECORD THE CONDITIONS OF ALL EXISTING SITE IMPROVEMENTS INCLUDING PAVED AREAS, HE SHALL MAKE KNOWN ALL EXISTING DAMAGED OR DISREPAIRED ITEMS AND CONDITIONS THAT MAY WORSEN DUE TO THE CONSTRUCTION. 10. ALL ITEMS IN GOOD CONDITION SHALL BE MAINTAIN IN THEIR PRESENT CONDITION AND ANY REPAIR OR DAMAGE WHICH OCCURS DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 11. CONTRACTOR SHALL THOROUGHLY EXAMINE THE SITE AND SATISFY HIMSELF AS OF THE CONDITIONS UNDER WHICH THE WORK IS TO BE PERFORMED. 12. THE CONTRACTOR SHALL VERIFY AT THE SITE ALL MEASUREMENTS AFFECTING HIS WORK AND SHALL BE RESPONSIBLE FOR THE CORRECTNESS OF SAME. 13. NO EXTRA COMPENSATION WILL BE ALLOWED TO THE CONTRACTOR FOR THE EXPENSES DUE TO HIS NEGLECT TO EXAMINE OR FAILURE TO DISCOVER CONDITIONS WHICH MAY AFFECT HIS WORK. 14. ALL NEW INTERIOR PAINT COLOR, FLOOR, WALLS AND CEILING FINISHES SHALL BE SELECTED BY OWNER AT THE TIME WHEN IT IS NECESSARY FOR THE COMPLETION OF THE PROJECT. 15. ALL PUBLIC IMPROVEMENTS SHALL BE MADE IN ACCORDANCE WITH THE LATEST ADOPTED CITY STANDARDS. 16. THE STORING OF GOODS AND MATERIALS ON SIDEWALK AND/OR STREET WALL NOT BE ALLOWED UNLESS THE CONTRACTOR HAS APPLIED AND SECURED A SPECIAL PERMIT WHICH ALLOWS SUCH STORAGE TO BE PLACED. 17. SPECIAL INSPECTIONS ARE REQUIRED FOR THE INSTALLATION OF EXPDXY ANCHORS AND HOLDOWNS. SUBMIT A COMPLETED CITY OF CUPERTINO SPECIAL INSPECTION AND TESTING SCHEDULE. TO OBTAIN FORM TO GO THE BUILDING DEPARTMENT WEBSITE (WWW.CUPERTINO.ORG) UNDER FORMS AND GUIDES. 18. PROVIDE (2) WET STAMPED AND SIGNED COPIES OF A REVIEW LETTER FROM THE GEOTECHNICAL/CIVIL ENGINEER FOR THE FOUNDATION PLAN AND DETAILS TO SHOW THAT HE/SHE HAS REVIEWED THEM AND TAHT THE OVERALL PROJECT DESIGN IS IN GENERAL CONFORMITY WITH THE GEOTECHNICAL SOILS ENGINEERING RECOMMENDATIONS FOR THE PROPOSED CONSTRUCTION. SCOPE OF WORK 1. NEW 1ST FLOOR INCLUDES (N) PORCH, (N) LIVING RM., (N) POWDER RM., (N) LOBBY, (N) BATH #1, (N)BEDROOM #1, (N) LAU. (N) FAMILY RM., (N) KITCHEN AND (N) DINING RM. NEW 2ND FLOOR INCLUDES (N) BEDROOM #2, (N) BEDROOM #3, (N) M. BEDROOM, (N) M. BATH, (N) BATH #2 AND (N) LOUNGE. THE TOTAL 1ST FLOOR IS 1,330 S.F. 2ND FLOOR IS 925 S.F. GARAGE IS 437 S.F. 2. ALL NEW WINDOWS ARE DOUBLE PANEL. 3. INSTALL NEW ROOF, ROOFING TO BE LT. WT. CONC. TILE ROOF. 4. NEW EXTERIOR STUCCO FINISHED. 5. RELATED ELECTRICAL, MECHANICAL AND PLUMBING WORK. 6. (N) ELECTRICAL PANEL TO BE 200 AMP. 7. (N) GAS MTER. 8. ALL (E) AND (N) FENCES HEIGHT ARE 6'. SYMBOLS A COLUMN GRID LINE NO. O EXISTING DOOR NO SECTION NO. Np DOOR NO. A.X SECTION SHEET NO. A 1 DOOR SCHEDULE DOOR TYPE I NO ELEVATION NO. NO INTERIOR ELEVATIONS A.X ELEVATION SHEET NO. A•X INDICATOR rN3y DETAIL NO. RM, < ROOM NAME A.X DETAIL SHEET NO. FL. FLOOR FINISH 1 I REVISION NO. BLDG DATA SITE AREA: 0.137 ACRES 6,003 SQ. FT. EXISTING BUILDING FLOOR AREA (ALL DEMOLISHED) FLOOR AREA: 1ST FL 1,248 SQ. FT. 2ND FL 0 SQ. FT. GARAGE 431 SQ. FT. TOTAL EXISTING FLOOR: 1,679 SQ. FT. PROPOSED ADDITION FLOOR AREA LIVING AREA: 1ST FL 1,328 SQ. FT. 2ND FL 933 SQ. FT. PORCH UNCOUNTED 180 SQ. FT. GARAGE 438 SQ. FT. TOTAL PROPOSED FLOOR 2,699 SQ. FT. 2ND FL/ 1ST FL RATIO= 933 / 1,766 = 52.83% < 66% MAX. ALLOWED FLOOR AREA 6,003 X 45% = 2,701.35 SQ. FT. TOTAL FLOOR AREA 1,328 + 933 + 438 = 2,699 SQ. FT. F.A.R.: 2,699 /6,003 = 44.96 % < 45% LOT COVERAGE: 1,766/6,003 = 29.42 % < 45% LOT COVERAGE (INCLU. EAVE): 2,438/6,003 = 40.61 % < 50% LANDSCAPE AREA: 2,447 SQ. FT. LANDSCAPE COVERAGE 40.76 % APN: 369-27-035 ZONE: R1-6 LAND USE DESIGNATION: RESIDENTIAL LOW DENSITY 1-5(DU/ac) OCCUPANCY: R -3/U CONSTRUCTION TYPE: V -B STORY (IES): 2 AUTO. FIRE SPRINKLER: YES DESIGN COMPLY WITH 2016 CBC Ed. 2016 CRC Ed. 2016 CFC Ed. 2016 CMC Ed. 2016 CPC Ed. 2016 CALIFORNIA ELECTRIACL CODE Ed. 2016 CALIFORNIA ENERGY CODE Ed. 2016 CALIFORNIA GREEN BUILDING CODE Ed. VICINITY MAP_ r orse1 Dr `° r 4 3 s� a �, CL L \ Pacifica Dr' ■ ♦M♦ V Cliffar Suisun Dr Y SITE PLAN DATE: 08/02/17 8U Ne#1in Avenue ED Q eB C �{ate a cn gel` ICUCIO C, , roDn o U Q PLANNING COMM. 06/14/18 SHEET INDEX A1.1 TITLE SHEET & SITE PLAN A2.0 LOT COVERAGE & PRIVACY PLANTING A2.1 PROPOSED IST FLOOR PLAN A2.2 PROPOSED 2ND FLOOR PLAN A3.1 (N) ELEVATIONS A3.2 (N) ELEVATIONS A3.3 ROOF REF. & SECTION CALG CALGREEN RESIDENTIAL CHECKLIST CIVIL C. BOUNDARY SURVEY LANDCAPE L1 PALNTING PLAN L2 IRRIGATION PLAN L3 IRRIGATION ZONE PLAN L4 NOTESS & DETAILS L5 DETAILS W MR. & MRS. CHEN RESIDENCE REBUILD AV 838 BETLIN E., CUPERTINO, CA 95014-4547 ql C al N) DRIVE ;ONSTRU /10RE �ESTHETI 'LEASING MATERIAL �S STAMI ;ONCRETI 'AVERS, tc 'ATTERN-E ;ONCREI MEASURES BELOW, 8'-0" DIRECT ROOF RUNOFF ONTO 42'-0" 58.00' B. DIRECT ROOF RUNOFF INTO \ Z Email: REUSE. ( DIRECT RUNOFF FROM SIDEWALKS, LLJ WALKWAYS, AND/OR PATIOS ONTO TEL: (408) 218-0587 VEGETATED AREAS. r DIRECT RUNOFF FROM DRIVEWAYS MR. GUILIN CHEN 58. EMAIL: guilin.chen@gmail.com ONTO VEGETATED AREAS. E. CONSTRUCT SIDEWALKS, WALKWAYS z AND/OR PATIOS WITH PERMEABLE CD SURFACES. W ■ W W � Q 0 v LV Z Q J 5 U.E. Z w o Li 0 � = L \ ■ ♦M♦ V TITLE SHEET Y SITE PLAN DATE: 08/02/17 L L ISSUE & REVISION 11/03/17 2% _ 2�M 10'P. ^ o U Q PLANNING COMM. 06/14/18 PLANNING COMM. 06/19/18 WINDOW VIEW. 1 o Lo m m ROPOS LA SCAPE EA / w z 4 �... Ln N 6 J o m Al ml 2% M LANDS 29447 S MI N W Q N 1 O \ 20'-0" REAR 0 Li SETBACK LINE LANDSCAPED SWALES HARDSCAPE / - / Of r Li o ARE EA 5% MIN. /420 S. �/ /% MIN. I N o " � w I N 25'-0" REAR SETBACK LINE 0 N () INK 2'-2"2'-O' 6'-11" 4'-2" (N)6'0"X6'0" _ I IN TFE FUTURE - SLIDING/S. G. •�G TEMP. GL. 00 6• � o c0 ppp ppp N. L M II 10 Ln ELEgA x� oza �Ei (N)3'0"X3'0" I SLIDING/S.G. TEMP. GL. N (N) M. BEDROOM HDWD O O 3'-9" 14'-3" 2 0 O N M. BATH (N)B�oR FHnwn TILE x o; a \ 2MIN WPI w ° LLJ z o a vi �j in W. I(N) M. LC. HDWD-D A/ Lo `ON vN�w N)STOR Q M o SLIDING DR. EGRESS 10'-0" 10'-10" OOOJJJ SLIDING DR. N so xaa 9'-4" SLIDING s�o, M o r N KITCHEN TILE II I Uj r / - -- DHDWD o? N 1w I. (N) CLO• (N) h®UWE N" I HDWD p w Of LLJ ILL SHWR. I N PTRY ry0*15 V�(nr J o N HDWD o c4 x x \� TILE X IN 7R o Mu I W 0 �� 3'-3" (N)REF. M o z_ m (N)3'6"X5'0" 'E �� I \ "� o X/ NW.I. 1� z -EDWD (N)DR ER w ~ I a_LLJ Q O SLl01N f1 G. T1v11PP SdL " ' Q HDWD SF r ) o cn 2' L J o o Q :22UP < 2R Z Q i1D N N I o I 6'-0" (N) PDR N FAN.ILY RM. J 0 o 1 o N STAIR of 2 „ _ MIfJ. 5 a 2 ;2 5 5 0 MIN. MI N 3 o HDWD 10 6 -Ail 7 s I (N) BEDROOM (N)s'0"X5'0" SLIDING/S.G. �N) 2 CAR GARAGE 6 o-. cC N I HDWD _ CONC. SLAB TEMP. GL �J \ GARAGE HDWD HDWDT�c (N)5'O"X5'0" - 7'-3" 3 o at SLIDING 438aSF N '"X6'8" Z Fi w 13 I 6 0 DR. 13'-0" EGRESS AS ( I (N) 16'0"X7'0" GARAGE DOOR (N)8'o"X6'0" SLIDING/S.G. TMP. GIL. EGRESS O I (N) FE `- � 5 MIN. MI �� 25'-0" FRONT OI I S E CON. S AB 0) Jill o D oI o (N) FENCE I SETBACK LINE S o - o 0 I AY E BE- ED ED I I 0l I N 15-0" 13'-11" 7'-2" 5'-11" 1 - 15'-0" N ;ALLY\� - + + + + W+ +� + W I I I I ql C al N) DRIVE ;ONSTRU /10RE �ESTHETI 'LEASING MATERIAL �S STAMI ;ONCRETI 'AVERS, tc 'ATTERN-E ;ONCREI IF CONC. IMPERVIOUS 464 SF' * NOTE: CONSTRUCT SIDEWALKS, WALKWAYS Ar\Ir) /()R PATI(1C WITH PFRAAFAPI F * NOTE: PRIOR TO ISSUANCE OF BUILDING PERMIT, THE LANDSCAPE WATER -EFFICIENCY CHECKLIST IN APPENDIX A OF CHAPTER 14.15 WILL NEED TO BE FILLED OUT AND A FULL LANDSCAPE PROJECT SUBMITTAL PER SECTION 14.15.040 WILL BE REQUIRED. IT IS PREFERRED THAT THIS INFORMATION BE PROVIDED AT THE TIME OF THE PLANNING ENTITLEMENT. * NOTE: USE ONE OR MORE OF DESIGN MEASURES BELOW, 8'-0" DIRECT ROOF RUNOFF ONTO 42'-0" 8'-0" B. DIRECT ROOF RUNOFF INTO \ Z Email: REUSE. ( DIRECT RUNOFF FROM SIDEWALKS, 6805 WESTMOOR WAY WALKWAYS, AND/OR PATIOS ONTO TEL: (408) 218-0587 VEGETATED AREAS. r DIRECT RUNOFF FROM DRIVEWAYS MR. GUILIN CHEN 58. EMAIL: guilin.chen@gmail.com ONTO VEGETATED AREAS. E. CONSTRUCT SIDEWALKS, WALKWAYS LLI AND/OR PATIOS WITH PERMEABLE CD SURFACES. W ■ W W � Q 0 v LV Z Q J v 5 U.E. Z w o Li 0 � = L \ ■ ♦M♦ V TITLE SHEET SITE PLAN DATE: 08/02/17 L L ISSUE & REVISION 11/03/17 2% _ 2�M 10'P. ^ PLANNING COMM. 05/29/18 PLANNING COMM. 06/14/18 PLANNING COMM. 06/19/18 WINDOW VIEW. 1 1111, m ROPOS LA SCAPE EA / w z 4 �... 2,447 S. 6 J o m Al ml 2% M LANDS 29447 S MI Q 1 O \ 20'-0" REAR Li SETBACK LINE LANDSCAPED SWALES HARDSCAPE / - / \ r Li o ARE EA 5% MIN. /420 S. �/ /% MIN. I N o " � I N () INK IN TFE FUTURE - 00 c0 ppp ppp N. L M II 10 Ln ELEgA 2 \ 2MIN . (N)5'0"X6'8" (N)5'0" X6'8" (N)8'0"X6'8" o o TEMP. GL. SLIDING o TEMP. GL. F SLIDING DR. EGRESS 10'-0" 10'-10" OOOJJJ SLIDING DR. N so xaa 9'-4" SLIDING s�o, in N KITCHEN TILE II x (N) BEDROOM d!1 HDWD / - -- DHDWD O (N)ISLAND u DINING ?M. j HDWD 1w I. Vu I ii LLJ ILL ATH1 /,I\) I A'. (N) BATH I N PTRY ry0*15 V�(nr J o om TILE T,LAU HDWD o Mu x >WS �� 3'-3" (N)REF. M �I�� "� o X/ NW.I. 1� z -EDWD (N)DR ER N STOR. 3'-O" I a_LLJ Q O ' Q HDWD SF r ) o 00 o 3328 Q :22UP < 2R Z Q % 6'-0" (N) PDR N FAN.ILY RM. J 0 I TILE HDWbC UP 7R A of 2 „ _ MIfJ. 5 a 2 ;2 5 5 0 MIN. MI 00 10 6 -Ail 7 s �N) 2 CAR GARAGE 6 o-. cC _ CONC. SLAB N STAIR (N) LIVING RM. �J \ GARAGE HDWD HDWDT�c J N - 7'-3" 3 o at 438aSF N '"X6'8" Z Fi w 13 6 0 DR. 13'-0" z AS ( I (N) 16'0"X7'0" GARAGE DOOR (N)8'o"X6'0" SLIDING/S.G. TMP. GIL. EGRESS 1 0 (N) FE `- � 5 MIN. MI �� T OI I S E CON. S AB 0) Jill o D oI o (N) FENCE I 2 on �/ S o - o AY E BE- ED ED QF LU 8 ;ALLY\� - + + + + W+ +� + W SUCH N + + + + + -z + � C+o. J+ N+ )ED ,. + + + + + + = BRICK, + 20 0"+FROINT -Y + + R 4 + + FETB*CK-•LINE+ LU+ + -+P 2' M - 0 + + + + + + + + 2+7 M+ + + + + + + + + + + + + + + + U) I'll + + + + + + z+ + + .� z I IF CONC. IMPERVIOUS 464 SF' * NOTE: CONSTRUCT SIDEWALKS, WALKWAYS Ar\Ir) /()R PATI(1C WITH PFRAAFAPI F * NOTE: PRIOR TO ISSUANCE OF BUILDING PERMIT, THE LANDSCAPE WATER -EFFICIENCY CHECKLIST IN APPENDIX A OF CHAPTER 14.15 WILL NEED TO BE FILLED OUT AND A FULL LANDSCAPE PROJECT SUBMITTAL PER SECTION 14.15.040 WILL BE REQUIRED. IT IS PREFERRED THAT THIS INFORMATION BE PROVIDED AT THE TIME OF THE PLANNING ENTITLEMENT. * NOTE: USE ONE OR MORE OF DESIGN MEASURES BELOW, A. DIRECT ROOF RUNOFF ONTO MR. CANFA CHEN VEGETATED AREAS. B. DIRECT ROOF RUNOFF INTO TEL: (408) 726-2956 CISTERNS OR RAIN BARRELS FOR Email: REUSE. C. DIRECT RUNOFF FROM SIDEWALKS, 6805 WESTMOOR WAY WALKWAYS, AND/OR PATIOS ONTO TEL: (408) 218-0587 VEGETATED AREAS. D. DIRECT RUNOFF FROM DRIVEWAYS MR. GUILIN CHEN AND/OR UNCOVERED PARKING LOTS EMAIL: guilin.chen@gmail.com ONTO VEGETATED AREAS. E. CONSTRUCT SIDEWALKS, WALKWAYS LLI AND/OR PATIOS WITH PERMEABLE CD SURFACES. KEEP (E) DRIVEWAY APPROACH KEEP (E) RIGHT OF WAY GARAGE 4*1'8 SF SITE PLAN ELEV. REF NORTH SCALE : 1/8" = V-0" PATIO 252 SF 193281SF J PATIO 180 SF CONTRACTOR: CNE CONSTRUCTION INC. MR. CANFA CHEN CSLB #1011892 4045 MORELAND WAY SAN JOSE, CA 95130 TEL: (408) 726-2956 CELL: (408) 391-7329 Email: CCFA1234@YAHOO.COM DRAFTER Jack Lin 6805 WESTMOOR WAY SAN JOSE, CA 95129 TEL: (408) 218-0587 EMAIL: jack@rcusa88.com facwevId� OWNER: MR. GUILIN CHEN TEL: (408) 459-8385 EMAIL: guilin.chen@gmail.com MRS. SU CHEN TEL: (408) 459-8385 EMAIL: chensujoy@gmail.com LLI V CD Z L0 W ■ W W � Q 0 Cf) LV Z Q J v F Z w o Z 0 � = M C.) a 00 ■ ♦M♦ V TITLE SHEET SITE PLAN DATE: 08/02/17 JOB NO. ISSUE & REVISION 11/03/17 PLANNING REVIEW 12/21/17 PLANNING COMM. 05/29/18 PLANNING COMM. 06/14/18 PLANNING COMM. 06/19/18 WINDOW VIEW. 1 2 3 4 5 6 7 SHEET NO. Al ml DRAWN BY: JL DEMOLITION NOTES 1. THE GENERAL CONTRACTOR SHALL FURNISH ALL LABOR AND MATERIALS AS REQUIRED TO COMPLETE DEMOLITION AND REMOVAL OF ALL ITEMS INDICATED ON RC USA DRAWINGS OR AS OTHERWISE DIRECTED BY THE OWNER. 2. THE CONTRACTOR TO VIEW AND VERIFY ACTUAL CONDITIONS AT ALL LOCATIONS WHERE ALTERATIONS TO THE EXISTING BUILDING OCCUR. WHEN WALLS, PARTITIONS, AND OTHER WORK EXISTS WHERE NEW WORK IS INDICATED, ALL SUCH EXISTING WORK SHALL BE REMOVED. VERIFY ALL SUCH CONDITIONS AT THE SITE. 3. THE CONTRACTOR SHALL REPORT TO ARCHITECT ANY AND ALL CONDITIONS WHICH MAY INTERFERE WITH OR OTHERWISE AFFECT OR PREVENT THE PROPER EXECUTION AND COMPLETION OF THE WORK OF THIS CONTRACT. 4. THE GENERAL CONTRACTOR SHALL EXECUTE ALL WORK WITHIN THE REGULATIONS OF THE BUILDING FOR DEMOLITION AND REMOVAL OF DEBRIS, INCLUDING OVERTIME WORK REQUIRED. 5. THE GENERAL CONTRACTOR SHALL AT ALL TIMES PROTECT THE PROPERTY OF THE BUILDING LANDLORD INCLUDING, BUT NOT LIMITED TO FLOOR COVERING, CEILING GRID AND TILE, LIGHT FIXTURES, DOORS, WINDOWS, FRAMES, HARDWARE, CABINETRY, PLUMBING FIXTURES, ELECTRICAL AND AIR CONDITIONING EQUIPMENT, PERIPHERAL ENCLOSURES, ETC. 6. THE GENERAL CONTRACTOR SHALL ERECT ALL NECESSARY PLASTIC DROP CLOTH BARRIERS TO PROTECT ADJACENT BUILDING PROPERTY WHILE DEMOLITION AND CONSTRUCTION ARE IN PROGRESS. 7. THE GENERAL CONTRACTOR SHALL SURVEY ALL EXISTING FINISHED SURFACES TO INCLUDE CORNER BEADS, STOPS, ETC., FOR CHIPS, CRACKS, HOLES, DAMAGED SURFACES, AND ANY OTHER DEFECTS CAUSING AN APPEARANCE DIFFERENT FROM A NEW, FINISHED, INSTALLATION. THESE DEFECTIVE SURFACES SHALL BE REPAIRED OR, IF BEYOND REPAIR, THE GENERAL CONTRACTOR SHALL REMOVE ALL EXISTING AND INSTALL NEW SURFACES TO THE SATISFACTION OF TSCGI AND THE OWNER. 8. THE GENERAL CONTRACTOR SHALL INSPECT ALL EXISTING SURFACES AND WHERE AS A RESULT OF DEMOLITION, FINISHED SURFACES DO NOT ALIGN, THE EXISTING SURFACE SHALL BE CUT AND PATCHED. 9. ALL DAMAGED EXISTING AREAS TO REMAIN AND EXISTING AREAS AFFECTED BY DEMOLITION OR NEW CONSTRUCTION WORK SHOWN ON DRAWINGS SHALL BE PATCHED AS REQUIRED TO MATCH IMMEDIATE EXISTING ADJACENT AREAS IN MATERIAL, FIRE -RATING, FINISH, AND COLOR, UNLESS OTHERWISE NOTED. 10. ALL WORK DEMOLISHED SHALL BE REMOVED FROM THE PREMISES EXCEPT ITEMS TO BE REUSED OR RETURNED TO THE OWNER OR AS OTHERWISE DIRECTED. 11. IN ALL AREAS WHERE DEMOLITION (REMOVAL OF TILE, PARTITIONS, ETC. CAUSES AN UNEVENNESS IN THE SLAB, THE CONTRACTOR SHALL PATCH TO LEVEL THE SLAB TO RECEIVE NEW FINISH FLOORING. 12. ALL EXPOSED LIGHT FIXTURES, WIRING, SWITCHES, CONDUIT, AND METAL MOLDING NOT BEING REUSED SHALL BE REMOVED AND EITHER STORED OR DISPOSED OF BY THE GENERAL CONTRACTOR AS INSTRUCTED BY THE OWNER. 13. THE GENERAL CONTRACTOR SHALL FURNISH A SYSTEM OF TEMPORARY LIGHTS THROUGHOUT THE SPACE UNDER DEMOLITION AS REQUIRED. 14. THE GENERAL CONTRACTOR SHALL CAP OFF BEHIND FINISHED SURFACES ALL PROJECT PLUMBING, FLOOR ELECTRICAL/TELEPHONE OUTLETS, AND ALL OTHER PROJECTING ITEMS THAT ARE BEING ABANDONED. 15. THE GENERAL CONTRACTOR SHALL REMOVE ALL WALL CONDUITS LEFT AFTER WALL DEMOLITION INCLUDING SWITCH BOXES, PLATES, BRIDGES, OR ANY OTHER TELEPHONE OR ELECTRICAL WIRING OR EQUIPMENT. VERIFY WITH TENANT REUSE OF EXISTING CABLING PRIOR TO REMOVAL. 16. ALL "EXISTING TO REMAIN", "EXISTING", "RELOCATED", OR "NEW" ITEMS INSTALLED BY THE GENERAL CONTRACTOR, IN ADDITION TO BEING AMPLY PROTECTED THROUGHOUT THE PERIOD OF CONSTRUCTION, SHALL BE THOROUGHLY CLEANED TO THE SATISFACTION OF TSCGI PRIOR TO BEING TURNED OVER TO THE OWNER. 17. REFER TO ENGINEERING DRAWINGS FOR REMOVAL AND/OR RELOCATION IF REQUIRED OF HAVOC DUCTS, DIFFUSERS, SPRINKLER HEADS, EXIT LIGHTS, ETC. 18. SOME DOORS AND FRAMES TO BE REMOVED SHALL BE RETURNED TO OWNER. HANDLE CAREFULLY AND STORE ON SITE. GENERAL DEMOLITION NOTES 1. THE GENERAL CONTRACTOR AND ALL SUB -CONTRACTORS SHALL THOROUGHLY FAMILIARIZE HIMSELF WITH THE EXISTING CONDITIONS OF THE PROJECT AND THE CONTRACT DOCUMENTS IN ORDER THAT DEMOLITION WORK WILL INCLUDE DEMOLISHING ALL ITEMS INCIDENTALS, WHETHER CALLED FOR OR NOT. 2. THE GENERAL CONTRACTOR SHALL REVIEW THE DRAWINGS AND SPECIFICATIONS TO COORDINATED WITH EXISTING BUILDING CONDITIONS. ANY VARIANCE OR DISCREPANCY THAT ARISE FROM ABOVE REVIEW SHALL BE REPORTED TO THE ARCHITECT IMMEDIATELY FOR RESOLUTION. 3. CONDUIT DEMOLITION TO MINIMIZE INTERFERENCE WITH ADJACENT STRUCTURES. 4. PROVIDE, ERECT, AND MAINTAIN TEMPORARY BARRIERS AND SECURITY DEVICES. 5. ANY STRUCTURAL SUPPORT, BRACING AND SHORING NEED TO HAVE ENGINEER REVIEW PRIOR TO COMMENCE THE WORK. 6. LOCATE EXISTING UNDERGROUND UTILITIES IN AREA TO AVOID DAMAGE BY DEMOLITION. 7. ALL DEMOLITION WORK TO BE PERFORM CAREFULLY, ITEMS TO BE REMOVED NEED TO REMOVE, DUMP AT LEGAL DUMP SITE, CLEAN THE WORK AREA AND PREPARE THE AREA TO RECEIVE NEW WORK AS SPECIFIED ON THE DRAWINGS. 8. BACKFILL AREAS EXCAVATED AND OPEN PITS AND HOLES CAUSED BY A RESULT OF DEMOLITION. 9. ROUGH GRADE AND COMPACT AREAS AFFECTED BY DEMOLITION TO MAINTAIN SITE GRADES AND CONTOURS. 10. UNLESS WHERE NOTED OTHERWISE, IMMEDIATELY REMOVE DEMOLISHED MATERIAL FROM SITE. LEAVE SITE IN CLEAN CONDITION. 11. DO NOT BURN OR BURY MATERIALS ON SITE. 12. REMOVE AND PROMPTLY DISPOSE OF CONTAMINATED, VERMIN INFESTED, OR DANGEROUS MATERIALS ENCOUNTERED. REPORT TO ARCHITECT AND RELATED AGENCIES AS REQUIRED. 13. CONDUIT OPERATIONS WITH MINIMUM INTERFERENCE TO USE AND THOROUGH PUBLIC WAY. MAINTAIN PROTECTED EGRESS AND ACCESS AT ALL TIMES. 14. DO NOT CLOSE OR OBSTRUCT ROADWAYS OR SIDEWALKS WITHOUT PERMITS. 15. ANY PIPE, CONDUIT, OR CABLE ORIGINALLY CONNECTED TO THE REMOVED ITEMS TO BE DISCONNECTED AND CAPPED PROPERLY. IF THE ITEMS IS PART OF A SYSTEM THEN NEED TO RE -CONNECT TO EXISTING SYSTEM AND KEEP IN A WORKING CONDITION. 16. THE LOCATION OF DISCONNECTED AND/OR CAPPED LINES SHALL IDENTIFIED PUBLIC WORKS NOTES 1. ONSITE DRAINAGE (WITH ARROW AND SLOPE PERCENTAGE). NO CONCENTRATED FLOW ACROSS THE RIGHT-OF-WAY. NO DRAINAGE ONTO NEIGHBORING PROPERTIES. ALL DRAINAGE TO LANDSCAPE. SEE ADDITIONAL COMMENTS #6. 2. CLEARLY SHOW ALL UTILITIES FROM THE HOUSE/PROJECT SITE TO THE STREET (ELECTRIC, ELECTRIC PANEL, GAS, WATER, SEWER), INDICATE AS NEW (N) OR EXISTING (E). 3. APPROVAL OF THESE PLANS DOES NOT RELEASE HE OWNER AND/OR CONTRACTOR OF THE RESPONSIBILITY FOR THE CORRECTIONS OF MISTAKES, ERRORS, OR OMISSIONS CONTAINED THEREIN. IF DURING THE COURSE OF CONSTUCTION 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. 4. CONTACT PUBLIC WORKS, (408) 777-3104, FOR INSPECTION OF GRADING, STORM DRAINAGE, AND PUBLIC IMPROVEMENTS. 5. ALL PUBLIC IMPROVEMENTS MUST BE COMPLETED PRIOR TO OCCUPANCY. 6. CONTRACTOR IS RESPONSIBILE FOR DUST CONTROL AND ENSURING THE AREA ADJACENT TO THE WORK IS LEFT IN A CLEAN CONDICTION. 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. ALL NEW ELECTRICAL SERVICE (POWER, PHONE, AND/OR CABLE) SHALL BE UNDERGROUNDED. 11. TO INITIATE RELEASE OF BONDS, CONTACT THE PUBLIC WORKS INSPECTOR FOR FINAL INSPECTION. 12. ALL DOWNSPOUTS TO BE RELEASED TO THE GROUND SURFACE, DIRECTED AWAY FROM BUILDING FOUNDATIONS AND DIRECTED TO LANDSCAPED AREAS. 13. PRIOR TO BEGINING ANY WORK WITHIN THE PUBLIC RIGHT OF WAY, THE CONTRACTOR WILL BE RESPONSIBLE FOR PULLING AN ENCROACHMENT PERMIT FROM THE PUBLIC WORKS DEPARTMENT. RESIDENTIAL PROJECT COVER SHEET ASSESSOR'S PARCEL NUMBER: 369-27-035 NAME OF OWNER.MR. GUILIN CHEN & MRS. SU CHEN PROJECT ADDRESS. 838 BETLIN AVE. CONTACT PERSON. MR. JACK LIN PHONE. 408-218-0587 FAX. NET SQUARE FOOTAGE OF LOT. 6,003 S.F EXISTING PROPOSED SQUARE FOOTAGE: FIRST FLOOR: 1,248 1,328 SECOND FLOOR: 933 GARAGE: 431 438 TOTAL: 1,679 2,699 ARE THERE AT LEAST TWO 10 FOOT BY 20 FOOT CLEAR SPACES INSIDE THE GARAGE? O N IS PRIVACY PROTECTION PLANTING REQUIRED FOR THE PROJECT? YO N BUILD IT GREEN TOTAL POINTS N / A ON WHAT FLOOR(S) IS WORK BEING DONE? NO BRIEF DESCRIPTION OF WORK. NEW FLOOR INCLUDES : 1ST FL.: (N) LIVING RM., (N) PORCH, (N) POWDER, (N) LOBBY, (N) 2 CAR GARAGE (N) BATHROOM #1. (N) BEDROOM #1, (N) FAMILY RM., (N) KITCHEN AND (N) DINING 2NF FL. : (N) BEDROOM #2. (N) BEDROOM #3. (N) M. BEDROOM, (N) M. BATH AND (N) LOUNGE CODE EDITIONS :2013 CBC (Y N)2013 CFC (Y N)2013 CMC (Y N) 2013 CPC (Y N)2013 NEC (Y N) EFFECTIVE 1/l/11 1s'_n" 2ND FL. AREA ENCLOSED BY EXTERIOR WALLS 933 S.F. (DECK, FRONT PORCH & ROOF EAVES EXCLUDED) 2ND FL. AREA ENCLOSED BY EXTERIOR WALLS 1,095 S.F. (ROOF EAVES INCLUDED) 933 SF i i r-- i .J 838 BETLIN AVE. 1 1 1 F_ GARAGE � 4 31'8 S F IL L. Cn W Co W 2 0 H W 0 v LL 0 LLJW W w W a Z I W m qq qqT 00 1 PATIO 252 SF i,sZ-u ar p PRIVACY PLANTING NTS J 1ST FL. AREA ENCLOSED BY EXTERIOR WALLS 1,766 S.F. (GARAGE 438 SF INCLUDED) (DECK, FRONT PORCH & ROOF EAVES EXCLUDED) I I J I 1ST FL. AREA ENCLOSED BY EXTERIOR WALLS 2,438 S.F. (GARAGE 438 SF INCLUDED) (DECK, FRONT PORCH & ROOF EAVES INCLUDED) PATIO 180 SF LOT COVERAGE (ROOF EAVE EXCLUDED) = 19766 / 6,003 = 29.42 % < 45 % CNE CONSTRUCTION INC. MR. CANFA CHEN 1ST FL.: 1,328 SF 4045 MORELAND WAY SAN JOSE, CA 95130 1 GARAGE: 438 SF ln I I FRON PORCH/PATIO: 180 SF 6805 WESTMOOR WAY SAN JOSE, CA 95129 TEL: (408) 218-0587 REAR PATIO: 252 SF ol OWNER: MR. GUILIN CHEN WINDOWSILLS: 36 SF EMAIL: guilin.chen@gmail.com MRS. SU CHEN TEL: (408) 459-8385 EAVE: 204 SF LLI V TOTAL 2,438 SF coW W 00 Q 0 W Z n V «n II 1 Co = W M V a 00 M Ln 00 COVERAGE & PRIVACY PLANTING DATE: 08/02/17 JOB NO. ISSUE & REVISION 11/03/17 PLANNING REVIEVY �17- 12/21/17 PLANNING COMM. 05/29/18 PLANNING COMM. PLANNING COMM. 06/14/18 06/19/18 o 1 Lo 1 2 ` 3 0 Lo o/ 5 �5 -0 REA TBACK LINES / 6 0 7 Ld zLo A2.0 DRAWN BY: JL ` // V . J / LLj X DI TE P. o �.. / W SLIDING/S.G. \ En TEMPL GL _ 0 O Lo (N) I L M. BEDROOM / HDWD �.I0 /M. N n �D /.% BAIH O \ (N) BEDROOM #3 HDWD HDWD TILE ��. .\ ^ 0 HDWD 0 v0 I- - - N)STOR / _ (N) O V./ - �'U CLO. LOUNGE ^ o II. .\ ^. HDWD HDWD N� W z O �j TILE /� \C D 1]R J IIS` N36XS r . I Ln ... L\ /� STE PGI LG. I l< - II uj �l iylLn I 0 W F_ a / ;1) g W STAIR - HDWD (N) BEDROOM 02 SUDINGS.G. TEMP. GL / HDWD O \ I N50X60 SUDING EGRESS \ \ 0 O \-25'-O" FRONT SETBACK LINE + + + + + + + + ++++++++++ , • + + + + + + + + + + 58.00' BRETLIN AVE. 838 Betlin Ave' -o', 2ND FL. AREA ENCLOSED BY EXTERIOR WALLS 933 S.F. (DECK, FRONT PORCH & ROOF EAVES EXCLUDED) 2ND FL. AREA ENCLOSED BY EXTERIOR WALLS 1,095 S.F. (ROOF EAVES INCLUDED) 933 SF i i r-- i .J 838 BETLIN AVE. 1 1 1 F_ GARAGE � 4 31'8 S F IL L. Cn W Co W 2 0 H W 0 v LL 0 LLJW W w W a Z I W m qq qqT 00 1 PATIO 252 SF i,sZ-u ar p PRIVACY PLANTING NTS J 1ST FL. AREA ENCLOSED BY EXTERIOR WALLS 1,766 S.F. (GARAGE 438 SF INCLUDED) (DECK, FRONT PORCH & ROOF EAVES EXCLUDED) I I J I 1ST FL. AREA ENCLOSED BY EXTERIOR WALLS 2,438 S.F. (GARAGE 438 SF INCLUDED) (DECK, FRONT PORCH & ROOF EAVES INCLUDED) PATIO 180 SF LOT COVERAGE (ROOF EAVE EXCLUDED) = 19766 / 6,003 = 29.42 % < 45 % LOT COVERAGE (ROOF EAVE INCLUDED) = 25438 / 6,003 = 40.61 % < 50 % (2 (DECK, FRONT PORCH & ROOF EAVES INCLUDED) 1ST FL.: 1,328 SF GARAGE: 438 SF TOTAL 1SF FLOOR AREA: 1,766 SF 2ND FL: 933 SF 2ND FL/1ST FL: 933/ 1,766 = 52.83% < 66% NTS LOT COVERAGE CONTRACTOR: CNE CONSTRUCTION INC. MR. CANFA CHEN 1ST FL.: 1,328 SF 4045 MORELAND WAY SAN JOSE, CA 95130 1 GARAGE: 438 SF Email: CCFA1234@YAH 00. COM DRAFTER FRON PORCH/PATIO: 180 SF 6805 WESTMOOR WAY SAN JOSE, CA 95129 TEL: (408) 218-0587 REAR PATIO: 252 SF ol OWNER: MR. GUILIN CHEN WINDOWSILLS: 36 SF EMAIL: guilin.chen@gmail.com MRS. SU CHEN TEL: (408) 459-8385 EAVE: 204 SF LLI V TOTAL 2,438 SF coW W LOT COVERAGE (ROOF EAVE INCLUDED) = 25438 / 6,003 = 40.61 % < 50 % (2 (DECK, FRONT PORCH & ROOF EAVES INCLUDED) 1ST FL.: 1,328 SF GARAGE: 438 SF TOTAL 1SF FLOOR AREA: 1,766 SF 2ND FL: 933 SF 2ND FL/1ST FL: 933/ 1,766 = 52.83% < 66% NTS LOT COVERAGE CONTRACTOR: CNE CONSTRUCTION INC. MR. CANFA CHEN CSLB #1011892 4045 MORELAND WAY SAN JOSE, CA 95130 TEL: (408) 726-2956 CELL: (408) 391-7329 Email: CCFA1234@YAH 00. COM DRAFTER Jack Lin 6805 WESTMOOR WAY SAN JOSE, CA 95129 TEL: (408) 218-0587 EMAIL: jack@rcusa88.com ol OWNER: MR. GUILIN CHEN TEL: (408) 459-8385 EMAIL: guilin.chen@gmail.com MRS. SU CHEN TEL: (408) 459-8385 EMAIL: chensujoy@gmail.com LLI V Z Lf) coW W 00 Q 0 W Z n V F Z w 0 LLJ Im Z Co = W M V a 00 M LOT COVERAGE & PRIVACY PLANTING DATE: 08/02/17 JOB NO. ISSUE & REVISION 11/03/17 PLANNING REVIEVY 12/21/17 PLANNING COMM. 05/29/18 PLANNING COMM. PLANNING COMM. 06/14/18 06/19/18 WINDOW VIEW. 1 2 3 4 5 6 7 SHEET NO. A2.0 DRAWN BY: JL WALL LEGEND EXISTING CONSTRUCTION TO REMAIN (N) FURRED WALL / COLUMN. NEW WOOD FRAMING WALL OUT OF 2X4 WOOD STUDS @ 16" O.C. AND IN THE EXTERIOR STUCCO 7/8" MIN. STUCCO 0/ METAL LATH 0/ TWO LAYERS OF GRADE 'D' BLDG. PAPER 0/ PLYWOOD. CCFA1234@YAH 00. COM AREA #4 438 S.F. 20'-10" NEW 2X4 WOOD STUDS @ 16" O.C. W/ 1/2" THK. GYP. BD. ON THE BOTH SIDES 0 0 7F NEW 2X4 WOOD STUDS @ 16" O.C. W/ 1/2" THK. GYP. BD. ON THE BOTH SIDES USE WONDER BD. OR DUROCK AS BACKING MATERIAL AND WATER PROOFED MATERIAL. GARAGE COMMON INTERIOR WALL NEEDS TO BE SHEATHED WITH AT LEAST 1/2" THICK DRYWALL, AND THE CEILING SURFACE REQUIRES MINIMUM 5/8" THICK @ INTERIOR SIDE. ONE HOUR RATED EXTERIOR WALL 2X4 WOOD STUDS @ 16" O.C. W/ 7/8" STUCCO @ EXTERIOR SIDE. SAFETY GLAZING WINDOW/TEMPERED GLASS CRAWL ACCESS 18"X24" MIN. (2010 CRC SEC. R408.2) ATTIC ACCESS 22"X30" MIN. (2010 CRC SEC. R5017) A HEAD ROOM CLEAR HEIGHT IN A ATTIC AT LEAST 30" AT THE ATTIC ACCESS" WINDOW LIGHT / VENT CAL NOTES TO WINDOW AND DOOR 1. PROVIDE AT LEAST ONE WINDOW IN EACH BEDROOM TO COMPLY WIITH AS REQUIRED FOR ESCAPE OR RESCUE; REQUIRED OPENING OF MINIMUM NET CLEAR AREA IS 5.7 S.F. MIN., (5 S.F. MIIN. IF THEY ARE WITHIN 44 INCHES ABOVE OR BELOW GRADE, HIGHT 24 INCHES MIN., WIDTH 20 INCHES MIN., AND BOTTOM, CLEAR OPENING 44 INCHES MAX. ABOVE FLOOR. (2010 CRC SEC 310.) 2. WINDOWS WITH AN OPENING SILL HEIGHT MORE THAN 72 INCHES ABOVE GRADE SHALL HAVE THE LOWEST PART OF THE OPENING PORTION AT LEAST 24 INCHES ABOVE THE FINISHED FLOOR. GLAZING BETWEEN THE FLOOR AND A HEIGHT OF 24 INCHES SHALL BE FIXED AND ANY OPENINGS SHALL NOT PASS A 4 INCH SPHERE (2010 CRC SEC. R612.2). 3. OPENABLE PORTION OF NEW WINDOWS ARE TO SATIFY THE REQUIRED NATURAL LIGHT (8%)VENTILATION (4%). (2010 CRC SEC. R303.1) 4. SEE TITLE 24 ENERGY REPORT FOR REAL U VALUES OF WINDOW AND DOORS 5. A PERMANENT LABEL PER CBC SEC. 2406.4 SHALL IDENTIFY EACH LIGHT OF SAFETY GLAZING. 6. THRESHOLDS AT DOORWAYS SHALL NOT EXCEED 0.75 INCHES IN HEIGHT FOR SLIDING DOORS AND 0.5 INCHES FOR OTHER DOORS.(CBC 1008.1.7) LANDINGS MAY BE UP TO 7.75 INCHES BELOW TOP OF THRESHOLDS IN R-2 OR R-3 (CBC 1008.1.6). THIS INCLUDES A 7 INCH FINISHED FLOOR TO LANDING HEIGHT AND A 3/4 INCH THRESHOLD. NOTES TO BUILDING 1. BRACED WALL PANELS SHALL BEGIN NO MORE THAN 8 FEET (2440 MM) FROM EACH END OF A BTACED WALL LINE AND SHALL BE SPACED A MAXIMUM OF 25 FEET (7620 MM) ON CENTER. (2010 CRC R602.12.1.2) 2. IN R-3 AND U OCCUPANCIES, NO OPENINGS ARE ALLOWED IN WALLS 3 FEET OR CLOSER TO PROPERTY LINE, OPENINGS IN WALLS BETWEEN 3 FEET AND UP TO 5 FEET FROM PROPERTY LINE CAN BE UP TO 25 % OF WALL AREA. ALL WALLS LESS THAN 5 FEET FROM THE PROPERTY LINE MUST BE FIRE RESISTIVE CONSTRUCTION, (2010 CRC TABLE 302.1). EAVES MUST BE PROTECTED IF ANY PART OF THEM EXTENDS INTO THE AREA WERE OPENINGS ARE PROHIBITED. THIS MEANS THAT AN EAVE CAN EXTEND TO A POINT 24 INCHES FROM THE PROPERTY LINE, BUT NO CLOSER. 3. PROVIDE 2X6 @ ALL PLUMBING WALL LOAD BEARING WALL AS INDICATED ON STRUCTURE DWG. 4. PLATE WASHERS, A MINIMUN OF 0.229 INCH BY 3 INCHES BY 3 INCHES (5.8 MM BY 76 MM BY 76 MM) IN SIZE, SHALL BE PROVIDED BETWEEN THE FOUNDATION SILL PLATE AND THE NUT EXCEPT WHERE APPROVED ANCHOR STRAPS ARE USED. (2010 CRC R602.11.1) 5. SURFACE DRAINAGE SHALL BE DIVERTED TO A STORM SEWER CONVEYANCE OR OTHER APPROVED POINT OF COLLECTION THAT DOES NOT CREATE A HAZARD. LOTS SHALL BE GRADED TO DRAIN SURFACE WATER AWAY FROM FOUNDATION WALLS. THE GRADE SHALL FALL A MINIMUM OF 6 INCHES (152 MM) WITHIN THE FIRST 10 FEET (3048MM). (2010 CRC R401.3) 6. DUCTS WITHIN PRIVATE GARAGES ARE TO BE CONSTRUCTED OF STEEL HAVING A THICKNESS NOT LESS THAN NO. 26 GAUGE SHEET STEEL AND HAVE NO OPENINGS INTO THE GARAGE. (2010 CRC SEC. R302.5.2) 7. HABITABLE SPACES WITNIN A DWELLING UNIT, OTHER THAN KITCHENS, SHALL NOT BE LESS THAN 7 -FEET IN ANY DIRECTION AND HAVE A MINIMUM OF 70 SQUARE FEET OF FLOOR AREA (EXCEPT KITCHENS). (2010 CRC SEC. R304.) 8. PROVIDE SAFETY GLAZING FOR ALL GLAZING LOCATED IN HAZARDOUS LOCATIONS AS SPECIFIED IN. (2010 CRC SEC. R308.4.) 9. SHOWERS IN ALL OCCUPANCIES SHALL BE FINISHED WITH A NONABSORBENT SURFACE TO A HEIGHT OF 6 -FEET ABOVE THE FLOOR. (2010 CRC SEC. R307.) 10. PROVIDE AN APPROVED ATTIC ACCESS 22"X30" WITH 30 INCHES MINIMUM VERTICAL HEADROOM. (2010 CRC SEC. R807.) 11. ENCLOSED ACCESSIBLE SPACE NUDER STAIRS SHALL HAVE WALLS, UNDER -STAIR SURFACES, AND ANY SOFFITS PROTECTED ON THE ENCLOSE SIDE WITH 1/2 INCH GYPSUM BOARD. (2010 CRC SEC. R302.7) 12. PROVIDE ATTIC VENTILATION AS PER (2010 CRC SEC. R806 AND THE CALIFORNIA ENERGY STANDARDS COMMISSION.) 13. FACTORY BUILT FIREPLACES AND FACTORY BUILT CHIMNEYS SHALL BE LISTED AND INSTALLED IN ACCORDANCE WITH THE TERMS OF THEIR LISTING AND THE MANUFACTURER'S INSRUCTIONS AS PER (2010 CRC SEC. R1004 AND R1005.) WOOD BURNING APPLIANCES WITHIN THE SACRAMENTO METROPOLITAN AIR QUALITY MANAGEMENT DISTRICT (SMAQMD) NEED APPROVAL FROM SMAQMD. (916-874-4884). 14. PROVIDE UNDER FLOOR CLEARANCES AS PER 2010 CRC SECTION R317. A MINIMUM OF 12" CLEARANCE TO UNDER FLOOR GIRDERS AND 18" CLEARANCE TO FLOOR JOISTS IS REQUIRED UNLESS PRESERVATIVE -TREATED WOOD OR WOOD NATURALLY DURABLE TO DECAY IS UTILLIZED. A MINIMUM 18 -INCH BY 24 -INCH ACCESS OPENING SHALL BE PROVIDED TO THE CRAWL SPACE. (2010 CRC SEC. R408.4.) 15. FIRE BLOCKING AND DRAFT STOPPING SHALL BE INSTALLED ACCORDING. (2010 CRC SEC. R302.11.) 16. ALL GYPSUM BOARD, STUCCO, PLASTER, AND LATH SHALL BE INSTALLED. (2010 CRC CHAPTER 7.) 17. EXTERIOR WALL COVERINGS SHALL BE APPLIED. (2010 CRC SEC. R703.) 18. ALL CIMNEYS ATTACHED TO ANY APPLIANCE OR FIRELACE THAT BURNS SOLID FUEL SHALL BE EQUIPPED WITH AN APPROVED APARK ARRESTER. (2010 CRC R1003.9.1) 19. FIXTURES SHALL BE SPACED IN ACCORDANCE WITH THE CALIFORNIA PLUMBING CODE. (2010 CRC R307.1) 20. BATHTUB AND SHOWER FLOORS AND WALLS ABOVE BATHTUBS WITH INSTALLED SHOWER HEADS AND IN SHOWER COMPARTMENTS SHALL BE FINISHED WITH A NONABSORBENT SURFACE. SUCH WALL SURFACES SHALL EXTEND TO A HEIGHT OF NOT LESS THAN 6 FEET (1829 MM) ABOVE THE FLOOR. (2010 CRC R307.2) 21. SURFACE DRAINAGE SHALL BE DIVERTED TO A STORM SEWER CONVEYANCE OR OTHER APPROVED POINT OF COLLECTION THAT DOES NOT CREATE A HAZARD. LOTS SHALL BE GRADED TO DRAIN SURFACE WATER AWAY FROM FOUNDATION WALLS. THE GRADE SHALL FALL A MINIMUM OF 6 INCHES (152 MM) WITHIN THE FIRST 10 FEET (3048 MM). (2010 CRC R401.3) GARAGE NOTES 2 3 GARAGE COMMON INTERIOR WALL NEEDS TO BE SHEATHED WITH AT LEAST 1/2" THICK DRYWALL, AND THE CEILING SURFACE REQUIRES MINIMUM 5/8" THICK @ INTERIOR SIDE. ONE HOUR RATED EXTERIOR WALL 2X4 WOOD STUDS @ 16" O.C. W/ 7/8" STUCCO @ EXTERIOR SIDE. ALL DRYWALL SEAMS MUST BE TAPED/ FINISHED WITH JOINT COMPOUND AND SOME JURISDICTIONS MIGHT REQUIRE FIRE RATED JOINT TAPE FOR THIS PURPOSE. 4. THE GARAGE FIRE WALL SHOULD HAVE NO MISSING/ DAMAGED DRYWALL SECTIONS ,ANY PENETRATION MUST BE SEALED (FIRE RATED CAULKING WOULD BE PERFECT FOR SMALL GAPS AROUND THE PIPES, AIR DUCTS, DOOR FRAMES, ECT). 5. ENTRY DOORS FROM THE GARAGE INTO THE HOUSE AT LEAST 20 MINUTE FIRE RESISTANCE RATED OR 1 3/8" SOLID CORE DOORS. 6. DOORS REQUIRE PROPER WEATHER STRIPPING TO CREATE AN AIR TIGHT BARRIER BETWEEN THE GARAGE AND A LIVING QUARTERS. 7. THERE SHOULD BE NO OPENINGS BETWEEN THE GARAGE AND ROOMS USED FOR SLEEPING PURPOSES. 8. A FORCED AIR HEATING SYSYEM DISTRIBUTING AIR THROUNGH THE HOUSE WITH A REGISTER (SUPPLY OR RETURN) OPEN IN THE GARAGE. THE AIR DUCT OPENING SEALED WITH SHEET METAL AND FIRE RATED CAULKING. METAL AIR DUCTS EXPOSED IN THE GARAGE AREA SHOULD BE AT LEAST 26 GA. STEEL, NO PLASTIC OR ALUMINUM (THIN WALL OR FLEXIBLE TYPE) VENT HOSES PENETRATING THE SEPARATION WALLS ARE PERMITTED - IF THERE'S NO OTHER WAY TO RUN THOSE VENT PIPES, INSULATE IT, BOX IT OUT AND FINISH IT WITH 5/8 DRYWALL (TYPE X, TAPED) 9. GARAGE FLOOR MUST BE NON-COMBUSTIBLE MATERIAL AND SLOPED TOWARDS THE FLOOR DRAIN OR OVERHEAD DOORS. 10. ATTIC ACCESS INSTALLED IN THE GARAGE. THE GARAGE FIRE WALL/ HOUSE SEPARATION WALL SHOULD EXTEND ALL THE WAY TO THE ROOF DECKING OR GARAGE SECTION SHOULD HAVE A 5/8" DRYWALL CEILING INSTALLED. 11. GARAGE RECEPTACLE OUTLETS SHALL BE AT LEAST 18" ABOVE THE FLOOR. ir i 1. CNE VENTILATION LIGHTING AREA #6 252 S.F. ROOM NAME AND LOCATION ROOM SIZE (S. F.) AREA REQ'D - (4%) OR 5 S.F. MIN. AREA REQ'D - (8%) OR 10 S.F. MIN. PROVIDED WINDOW AREA (S.F.) Email: CCFA1234@YAH 00. COM AREA #4 438 S.F. 20'-10" AREA #3 445S.F. 21'-2" 2'-0" 0 TEL: (408) 218-0587 EMAIL: jack@rcusa88.com "410C 0 0 7F TEL: (408) 459-8385 I MRS. SU CHEN TEL: (408) 459-8385 AREA #2 21 S. F. AREA #1 159 S.F. V Co 22'-8" CoW W 00 0 C LV Z Q J V F Z w o LLJ Im Z W = W M V a oo ■ ♦_♦ V PROPOSED 1ST FLOOR PLAN NOTES TO WINDOW AND DOOR 1. PROVIDE AT LEAST ONE WINDOW IN EACH BEDROOM TO COMPLY WIITH AS REQUIRED FOR ESCAPE OR RESCUE; REQUIRED OPENING OF MINIMUM NET CLEAR AREA IS 5.7 S.F. MIN., (5 S.F. MIIN. IF THEY ARE WITHIN 44 INCHES ABOVE OR BELOW GRADE, HIGHT 24 INCHES MIN., WIDTH 20 INCHES MIN., AND BOTTOM, CLEAR OPENING 44 INCHES MAX. ABOVE FLOOR. (2010 CRC SEC 310.) 2. WINDOWS WITH AN OPENING SILL HEIGHT MORE THAN 72 INCHES ABOVE GRADE SHALL HAVE THE LOWEST PART OF THE OPENING PORTION AT LEAST 24 INCHES ABOVE THE FINISHED FLOOR. GLAZING BETWEEN THE FLOOR AND A HEIGHT OF 24 INCHES SHALL BE FIXED AND ANY OPENINGS SHALL NOT PASS A 4 INCH SPHERE (2010 CRC SEC. R612.2). 3. OPENABLE PORTION OF NEW WINDOWS ARE TO SATIFY THE REQUIRED NATURAL LIGHT (8%)VENTILATION (4%). (2010 CRC SEC. R303.1) 4. SEE TITLE 24 ENERGY REPORT FOR REAL U VALUES OF WINDOW AND DOORS 5. A PERMANENT LABEL PER CBC SEC. 2406.4 SHALL IDENTIFY EACH LIGHT OF SAFETY GLAZING. 6. THRESHOLDS AT DOORWAYS SHALL NOT EXCEED 0.75 INCHES IN HEIGHT FOR SLIDING DOORS AND 0.5 INCHES FOR OTHER DOORS.(CBC 1008.1.7) LANDINGS MAY BE UP TO 7.75 INCHES BELOW TOP OF THRESHOLDS IN R-2 OR R-3 (CBC 1008.1.6). THIS INCLUDES A 7 INCH FINISHED FLOOR TO LANDING HEIGHT AND A 3/4 INCH THRESHOLD. NOTES TO BUILDING 1. BRACED WALL PANELS SHALL BEGIN NO MORE THAN 8 FEET (2440 MM) FROM EACH END OF A BTACED WALL LINE AND SHALL BE SPACED A MAXIMUM OF 25 FEET (7620 MM) ON CENTER. (2010 CRC R602.12.1.2) 2. IN R-3 AND U OCCUPANCIES, NO OPENINGS ARE ALLOWED IN WALLS 3 FEET OR CLOSER TO PROPERTY LINE, OPENINGS IN WALLS BETWEEN 3 FEET AND UP TO 5 FEET FROM PROPERTY LINE CAN BE UP TO 25 % OF WALL AREA. ALL WALLS LESS THAN 5 FEET FROM THE PROPERTY LINE MUST BE FIRE RESISTIVE CONSTRUCTION, (2010 CRC TABLE 302.1). EAVES MUST BE PROTECTED IF ANY PART OF THEM EXTENDS INTO THE AREA WERE OPENINGS ARE PROHIBITED. THIS MEANS THAT AN EAVE CAN EXTEND TO A POINT 24 INCHES FROM THE PROPERTY LINE, BUT NO CLOSER. 3. PROVIDE 2X6 @ ALL PLUMBING WALL LOAD BEARING WALL AS INDICATED ON STRUCTURE DWG. 4. PLATE WASHERS, A MINIMUN OF 0.229 INCH BY 3 INCHES BY 3 INCHES (5.8 MM BY 76 MM BY 76 MM) IN SIZE, SHALL BE PROVIDED BETWEEN THE FOUNDATION SILL PLATE AND THE NUT EXCEPT WHERE APPROVED ANCHOR STRAPS ARE USED. (2010 CRC R602.11.1) 5. SURFACE DRAINAGE SHALL BE DIVERTED TO A STORM SEWER CONVEYANCE OR OTHER APPROVED POINT OF COLLECTION THAT DOES NOT CREATE A HAZARD. LOTS SHALL BE GRADED TO DRAIN SURFACE WATER AWAY FROM FOUNDATION WALLS. THE GRADE SHALL FALL A MINIMUM OF 6 INCHES (152 MM) WITHIN THE FIRST 10 FEET (3048MM). (2010 CRC R401.3) 6. DUCTS WITHIN PRIVATE GARAGES ARE TO BE CONSTRUCTED OF STEEL HAVING A THICKNESS NOT LESS THAN NO. 26 GAUGE SHEET STEEL AND HAVE NO OPENINGS INTO THE GARAGE. (2010 CRC SEC. R302.5.2) 7. HABITABLE SPACES WITNIN A DWELLING UNIT, OTHER THAN KITCHENS, SHALL NOT BE LESS THAN 7 -FEET IN ANY DIRECTION AND HAVE A MINIMUM OF 70 SQUARE FEET OF FLOOR AREA (EXCEPT KITCHENS). (2010 CRC SEC. R304.) 8. PROVIDE SAFETY GLAZING FOR ALL GLAZING LOCATED IN HAZARDOUS LOCATIONS AS SPECIFIED IN. (2010 CRC SEC. R308.4.) 9. SHOWERS IN ALL OCCUPANCIES SHALL BE FINISHED WITH A NONABSORBENT SURFACE TO A HEIGHT OF 6 -FEET ABOVE THE FLOOR. (2010 CRC SEC. R307.) 10. PROVIDE AN APPROVED ATTIC ACCESS 22"X30" WITH 30 INCHES MINIMUM VERTICAL HEADROOM. (2010 CRC SEC. R807.) 11. ENCLOSED ACCESSIBLE SPACE NUDER STAIRS SHALL HAVE WALLS, UNDER -STAIR SURFACES, AND ANY SOFFITS PROTECTED ON THE ENCLOSE SIDE WITH 1/2 INCH GYPSUM BOARD. (2010 CRC SEC. R302.7) 12. PROVIDE ATTIC VENTILATION AS PER (2010 CRC SEC. R806 AND THE CALIFORNIA ENERGY STANDARDS COMMISSION.) 13. FACTORY BUILT FIREPLACES AND FACTORY BUILT CHIMNEYS SHALL BE LISTED AND INSTALLED IN ACCORDANCE WITH THE TERMS OF THEIR LISTING AND THE MANUFACTURER'S INSRUCTIONS AS PER (2010 CRC SEC. R1004 AND R1005.) WOOD BURNING APPLIANCES WITHIN THE SACRAMENTO METROPOLITAN AIR QUALITY MANAGEMENT DISTRICT (SMAQMD) NEED APPROVAL FROM SMAQMD. (916-874-4884). 14. PROVIDE UNDER FLOOR CLEARANCES AS PER 2010 CRC SECTION R317. A MINIMUM OF 12" CLEARANCE TO UNDER FLOOR GIRDERS AND 18" CLEARANCE TO FLOOR JOISTS IS REQUIRED UNLESS PRESERVATIVE -TREATED WOOD OR WOOD NATURALLY DURABLE TO DECAY IS UTILLIZED. A MINIMUM 18 -INCH BY 24 -INCH ACCESS OPENING SHALL BE PROVIDED TO THE CRAWL SPACE. (2010 CRC SEC. R408.4.) 15. FIRE BLOCKING AND DRAFT STOPPING SHALL BE INSTALLED ACCORDING. (2010 CRC SEC. R302.11.) 16. ALL GYPSUM BOARD, STUCCO, PLASTER, AND LATH SHALL BE INSTALLED. (2010 CRC CHAPTER 7.) 17. EXTERIOR WALL COVERINGS SHALL BE APPLIED. (2010 CRC SEC. R703.) 18. ALL CIMNEYS ATTACHED TO ANY APPLIANCE OR FIRELACE THAT BURNS SOLID FUEL SHALL BE EQUIPPED WITH AN APPROVED APARK ARRESTER. (2010 CRC R1003.9.1) 19. FIXTURES SHALL BE SPACED IN ACCORDANCE WITH THE CALIFORNIA PLUMBING CODE. (2010 CRC R307.1) 20. BATHTUB AND SHOWER FLOORS AND WALLS ABOVE BATHTUBS WITH INSTALLED SHOWER HEADS AND IN SHOWER COMPARTMENTS SHALL BE FINISHED WITH A NONABSORBENT SURFACE. SUCH WALL SURFACES SHALL EXTEND TO A HEIGHT OF NOT LESS THAN 6 FEET (1829 MM) ABOVE THE FLOOR. (2010 CRC R307.2) 21. SURFACE DRAINAGE SHALL BE DIVERTED TO A STORM SEWER CONVEYANCE OR OTHER APPROVED POINT OF COLLECTION THAT DOES NOT CREATE A HAZARD. LOTS SHALL BE GRADED TO DRAIN SURFACE WATER AWAY FROM FOUNDATION WALLS. THE GRADE SHALL FALL A MINIMUM OF 6 INCHES (152 MM) WITHIN THE FIRST 10 FEET (3048 MM). (2010 CRC R401.3) GARAGE NOTES 2 3 GARAGE COMMON INTERIOR WALL NEEDS TO BE SHEATHED WITH AT LEAST 1/2" THICK DRYWALL, AND THE CEILING SURFACE REQUIRES MINIMUM 5/8" THICK @ INTERIOR SIDE. ONE HOUR RATED EXTERIOR WALL 2X4 WOOD STUDS @ 16" O.C. W/ 7/8" STUCCO @ EXTERIOR SIDE. ALL DRYWALL SEAMS MUST BE TAPED/ FINISHED WITH JOINT COMPOUND AND SOME JURISDICTIONS MIGHT REQUIRE FIRE RATED JOINT TAPE FOR THIS PURPOSE. 4. THE GARAGE FIRE WALL SHOULD HAVE NO MISSING/ DAMAGED DRYWALL SECTIONS ,ANY PENETRATION MUST BE SEALED (FIRE RATED CAULKING WOULD BE PERFECT FOR SMALL GAPS AROUND THE PIPES, AIR DUCTS, DOOR FRAMES, ECT). 5. ENTRY DOORS FROM THE GARAGE INTO THE HOUSE AT LEAST 20 MINUTE FIRE RESISTANCE RATED OR 1 3/8" SOLID CORE DOORS. 6. DOORS REQUIRE PROPER WEATHER STRIPPING TO CREATE AN AIR TIGHT BARRIER BETWEEN THE GARAGE AND A LIVING QUARTERS. 7. THERE SHOULD BE NO OPENINGS BETWEEN THE GARAGE AND ROOMS USED FOR SLEEPING PURPOSES. 8. A FORCED AIR HEATING SYSYEM DISTRIBUTING AIR THROUNGH THE HOUSE WITH A REGISTER (SUPPLY OR RETURN) OPEN IN THE GARAGE. THE AIR DUCT OPENING SEALED WITH SHEET METAL AND FIRE RATED CAULKING. METAL AIR DUCTS EXPOSED IN THE GARAGE AREA SHOULD BE AT LEAST 26 GA. STEEL, NO PLASTIC OR ALUMINUM (THIN WALL OR FLEXIBLE TYPE) VENT HOSES PENETRATING THE SEPARATION WALLS ARE PERMITTED - IF THERE'S NO OTHER WAY TO RUN THOSE VENT PIPES, INSULATE IT, BOX IT OUT AND FINISH IT WITH 5/8 DRYWALL (TYPE X, TAPED) 9. GARAGE FLOOR MUST BE NON-COMBUSTIBLE MATERIAL AND SLOPED TOWARDS THE FLOOR DRAIN OR OVERHEAD DOORS. 10. ATTIC ACCESS INSTALLED IN THE GARAGE. THE GARAGE FIRE WALL/ HOUSE SEPARATION WALL SHOULD EXTEND ALL THE WAY TO THE ROOF DECKING OR GARAGE SECTION SHOULD HAVE A 5/8" DRYWALL CEILING INSTALLED. 11. GARAGE RECEPTACLE OUTLETS SHALL BE AT LEAST 18" ABOVE THE FLOOR. ir i 1. -JP up 1 A 2R 0 (N) b SINK IN THE FUTURE I O ELEC(N PANEL 00 TI 1 15"X24"I 200 AMPI. I (N)5'0"X6'8" (N)5'0"X6'8" (N)8'0"X6'8" 1rIll TEMP. GL. SLIDING -_ �F-]F- L- TEMP. GL._SLIDING DR. EGRESS I SLIDING DR.TC `�` I00 10'-0„ (N)5'0"X4'0" 1 g,-4„ c q 10'-10" SLIDING CR=KITCHEN 1 N BEDROOM 1 -I TILE 2 O (N) BEDROOM #1 O HDWD 00 02 I HDWD00 O zl I I I I J • J XCO K� V) 0 0 Ea.Li(N) DINING RM. z w HDWD z fn Q0 �I OI (N) BATH #1 N LAU. N P TR Y 0 TILE LE HDWD x 0 TI O o��X� 3 -3 (N)REF. --- - --- c w CD / \ / ` 10 L) 0 o a_ N W. I. C. 1 Iln HDWD ER O N STOR. 3'-0 1 HDWD I (N) TANKLESS I O W. H. UP 2R 6'-0" N PDR (N) FAMILY RM. 1 TILE HDWD 1 I UP 17R 1 1 2 13 3 0 1 12 4 1 I O 11 5 I� 10 F7___ n T O,,(N) 2 CAR GARAGE 9 8 `� �� �0, CD CONC. SLAB d o N STAIR (N) LIVING RM. cn HDWD HDWD `T w ok'J 7 -3 ol � x ��'cn Li N Www 20,-0„ 6,0„X6,8" z I�j I- DR. (N) GAS. METED Ol (N) 16'0"X7'0" GARAGE DOOR P F777 j (N)8'0"X6'0"��O((J6. SLIDING/S.G. �OpA���' - ---------------------------TEMP. GL. 1 EGRESS I 1 I 1 1 O 1 1 OOD 1 I CONG. SAB PATIO 1 0 0 0 D 1 I 1 WINDOWSILL 1 18 S.F. I 2R O I WINDOWSILL 18 S.F. AREA #3 35 S.F. PROPOSED 1ST FLOOR PLAN SCALE : 1/4" = 1'-0" ELEV. REF NORTH CONTRACTOR: CNE CONSTRUCTION INC. AREA #6 252 S.F. 2'-°,. 4045 MORELAND WAY AREA #5 848 S.F. TEL: (408) 726-2956 0 0 Email: CCFA1234@YAH 00. COM AREA #4 438 S.F. 20'-10" AREA #3 445S.F. 21'-2" 2'-0" 0 TEL: (408) 218-0587 EMAIL: jack@rcusa88.com "410C 0 0 7F TEL: (408) 459-8385 I MRS. SU CHEN TEL: (408) 459-8385 AREA #2 21 S. F. AREA #1 159 S.F. V Co 22'-8" CoW -JP up 1 A 2R 0 (N) b SINK IN THE FUTURE I O ELEC(N PANEL 00 TI 1 15"X24"I 200 AMPI. I (N)5'0"X6'8" (N)5'0"X6'8" (N)8'0"X6'8" 1rIll TEMP. GL. SLIDING -_ �F-]F- L- TEMP. GL._SLIDING DR. EGRESS I SLIDING DR.TC `�` I00 10'-0„ (N)5'0"X4'0" 1 g,-4„ c q 10'-10" SLIDING CR=KITCHEN 1 N BEDROOM 1 -I TILE 2 O (N) BEDROOM #1 O HDWD 00 02 I HDWD00 O zl I I I I J • J XCO K� V) 0 0 Ea.Li(N) DINING RM. z w HDWD z fn Q0 �I OI (N) BATH #1 N LAU. N P TR Y 0 TILE LE HDWD x 0 TI O o��X� 3 -3 (N)REF. --- - --- c w CD / \ / ` 10 L) 0 o a_ N W. I. C. 1 Iln HDWD ER O N STOR. 3'-0 1 HDWD I (N) TANKLESS I O W. H. UP 2R 6'-0" N PDR (N) FAMILY RM. 1 TILE HDWD 1 I UP 17R 1 1 2 13 3 0 1 12 4 1 I O 11 5 I� 10 F7___ n T O,,(N) 2 CAR GARAGE 9 8 `� �� �0, CD CONC. SLAB d o N STAIR (N) LIVING RM. cn HDWD HDWD `T w ok'J 7 -3 ol � x ��'cn Li N Www 20,-0„ 6,0„X6,8" z I�j I- DR. (N) GAS. METED Ol (N) 16'0"X7'0" GARAGE DOOR P F777 j (N)8'0"X6'0"��O((J6. SLIDING/S.G. �OpA���' - ---------------------------TEMP. GL. 1 EGRESS I 1 I 1 1 O 1 1 OOD 1 I CONG. SAB PATIO 1 0 0 0 D 1 I 1 WINDOWSILL 1 18 S.F. I 2R O I WINDOWSILL 18 S.F. AREA #3 35 S.F. PROPOSED 1ST FLOOR PLAN SCALE : 1/4" = 1'-0" ELEV. REF NORTH CONTRACTOR: CNE CONSTRUCTION INC. MR. CANFA CHEN CSLB #1011892 4045 MORELAND WAY SAN JOSE, CA 95130 TEL: (408) 726-2956 CELL: (408) 391-7329 Email: CCFA1234@YAH 00. COM DRAFTER Jack Lin 6805 WESTMOOR WAY SAN JOSE, CA 95129 TEL: (408) 218-0587 EMAIL: jack@rcusa88.com "410C OWNER: MR. GUILIN CHEN TEL: (408) 459-8385 EMAIL: guilin.chen@gmail.com MRS. SU CHEN TEL: (408) 459-8385 EMAIL: chensujoy@gmail.com LLI V Co Z Lr) CoW W 00 0 C LV Z Q J V F Z w o LLJ Im Z W = W M V a oo ■ ♦_♦ V PROPOSED 1ST FLOOR PLAN DATE: 08/02/17 JOB NO. ISSUE & REVISION 11/03/17 PLANNING REVIEVY 12/21/17 PLANNING COMM. 1 2 3 4 5 6 7 8 9 10 SHEET NO. All DRAWN BY: JL WALL LEGEND EXISTING CONSTRUCTION TO REMAIN (N) FURRED WALL / COLUMN. NEW WOOD FRAMING WALL OUT OF 2X4 WOOD STUDS @ 16" O.C. AND IN THE EXTERIOR STUCCO 7/8" MIN. STUCCO 0/ METAL LATH 0/ TWO LAYERS OF GRADE 'D' BLDG. PAPER 0/ PLYWOOD. CCFA1234@YAH 00. COM DRAFTER NEW 2X4 WOOD STUDS @ 16" O.C. W/ 1/2" THK. GYP. BD. ON THE BOTH SIDES OWNER: MR. GUILIN CHEN NEW 2X4 WOOD STUDS @ 16" O.C. W/ 1/2" THK. GYP. BD. ON THE BOTH SIDES USE WONDER BD. OR DUROCK AS BACKING MATERIAL AND WATER PROOFED MATERIAL. GARAGE COMMON INTERIOR WALL NEEDS TO BE SHEATHED WITH AT LEAST 1/2" THICK DRYWALL, AND THE CEILING SURFACE REQUIRES MINIMUM 5/8" THICK @ INTERIOR SIDE. ONE HOUR RATED EXTERIOR WALL 2X4 WOOD STUDS @ 16" O.C. W/ 7/8" STUCCO @ EXTERIOR SIDE. SAFETY GLAZING WINDOW/TEMPERED GLASS CRAWL ACCESS 18"X24" MIN. (2010 CRC SEC. R408.2) ATTIC ACCESS 22"X30" MIN. (2010 CRC SEC. R5017) A HEAD ROOM CLEAR HEIGHT IN A ATTIC AT LEAST 30" AT THE ATTIC ACCESS" WINDOW LIGHT / VENT CAL NOTES TO WINDOW AND DOOR 1. PROVIDE AT LEAST ONE WINDOW IN EACH BEDROOM TO COMPLY WIITH AS REQUIRED FOR ESCAPE OR RESCUE; REQUIRED OPENING OF MINIMUM NET CLEAR AREA IS 5.7 S.F. MIN., (5 S.F. MIIN. IF THEY ARE WITHIN 44 INCHES ABOVE OR BELOW GRADE, HIGHT 24 INCHES MIN., WIDTH 20 INCHES MIN., AND BOTTOM, CLEAR OPENING 44 INCHES MAX. ABOVE FLOOR. (2010 CRC SEC 310.) 2. WINDOWS WITH AN OPENING SILL HEIGHT MORE THAN 72 INCHES ABOVE GRADE SHALL HAVE THE LOWEST PART OF THE OPENING PORTION AT LEAST 24 INCHES ABOVE THE FINISHED FLOOR. GLAZING BETWEEN THE FLOOR AND A HEIGHT OF 24 INCHES SHALL BE FIXED AND ANY OPENINGS SHALL NOT PASS A 4 INCH SPHERE (2010 CRC SEC. R612.2). 3. OPENABLE PORTION OF NEW WINDOWS ARE TO SATIFY THE REQUIRED NATURAL LIGHT (8%)VENTILATION (4%). (2010 CRC SEC. R303.1) 4. SEE TITLE 24 ENERGY REPORT FOR REAL U VALUES OF WINDOW AND DOORS 5. A PERMANENT LABEL PER CBC SEC. 2406.4 SHALL IDENTIFY EACH LIGHT OF SAFETY GLAZING. 6. THRESHOLDS AT DOORWAYS SHALL NOT EXCEED 0.75 INCHES IN HEIGHT FOR SLIDING DOORS AND 0.5 INCHES FOR OTHER DOORS.(CBC 1008.1.7) LANDINGS MAY BE UP TO 7.75 INCHES BELOW TOP OF THRESHOLDS IN R-2 OR R-3 (CBC 1008.1.6). THIS INCLUDES A 7 INCH FINISHED FLOOR TO LANDING HEIGHT AND A 3/4 INCH THRESHOLD. NOTES TO BUILDING 1. BRACED WALL PANELS SHALL BEGIN NO MORE THAN 8 FEET (2440 MM) FROM EACH END OF A BTACED WALL LINE AND SHALL BE SPACED A MAXIMUM OF 25 FEET (7620 MM) ON CENTER. (2010 CRC R602.12.1.2) 2. IN R-3 AND U OCCUPANCIES, NO OPENINGS ARE ALLOWED IN WALLS 3 FEET OR CLOSER TO PROPERTY LINE, OPENINGS IN WALLS BETWEEN 3 FEET AND UP TO 5 FEET FROM PROPERTY LINE CAN BE UP TO 25 % OF WALL AREA. ALL WALLS LESS THAN 5 FEET FROM THE PROPERTY LINE MUST BE FIRE RESISTIVE CONSTRUCTION, (2010 CRC TABLE 302.1). EAVES MUST BE PROTECTED IF ANY PART OF THEM EXTENDS INTO THE AREA WERE OPENINGS ARE PROHIBITED. THIS MEANS THAT AN EAVE CAN EXTEND TO A POINT 24 INCHES FROM THE PROPERTY LINE, BUT NO CLOSER. 3. PROVIDE 2X6 @ ALL PLUMBING WALL LOAD BEARING WALL AS INDICATED ON STRUCTURE DWG. 4. PLATE WASHERS, A MINIMUN OF 0.229 INCH BY 3 INCHES BY 3 INCHES (5.8 MM BY 76 MM BY 76 MM) IN SIZE, SHALL BE PROVIDED BETWEEN THE FOUNDATION SILL PLATE AND THE NUT EXCEPT WHERE APPROVED ANCHOR STRAPS ARE USED. (2010 CRC R602.11.1) 5. SURFACE DRAINAGE SHALL BE DIVERTED TO A STORM SEWER CONVEYANCE OR OTHER APPROVED POINT OF COLLECTION THAT DOES NOT CREATE A HAZARD. LOTS SHALL BE GRADED TO DRAIN SURFACE WATER AWAY FROM FOUNDATION WALLS. THE GRADE SHALL FALL A MINIMUM OF 6 INCHES (152 MM) WITHIN THE FIRST 10 FEET (3048MM). (2010 CRC R401.3) 6. DUCTS WITHIN PRIVATE GARAGES ARE TO BE CONSTRUCTED OF STEEL HAVING A THICKNESS NOT LESS THAN NO. 26 GAUGE SHEET STEEL AND HAVE NO OPENINGS INTO THE GARAGE. (2010 CRC SEC. R302.5.2) 7. HABITABLE SPACES WITNIN A DWELLING UNIT, OTHER THAN KITCHENS, SHALL NOT BE LESS THAN 7 -FEET IN ANY DIRECTION AND HAVE A MINIMUM OF 70 SQUARE FEET OF FLOOR AREA (EXCEPT KITCHENS). (2010 CRC SEC. R304.) 8. PROVIDE SAFETY GLAZING FOR ALL GLAZING LOCATED IN HAZARDOUS LOCATIONS AS SPECIFIED IN. (2010 CRC SEC. R308.4.) 9. SHOWERS IN ALL OCCUPANCIES SHALL BE FINISHED WITH A NONABSORBENT SURFACE TO A HEIGHT OF 6 -FEET ABOVE THE FLOOR. (2010 CRC SEC. R307.) 10. PROVIDE AN APPROVED ATTIC ACCESS 22"X30" WITH 30 INCHES MINIMUM VERTICAL HEADROOM. (2010 CRC SEC. R807.) 11. ENCLOSED ACCESSIBLE SPACE NUDER STAIRS SHALL HAVE WALLS, UNDER -STAIR SURFACES, AND ANY SOFFITS PROTECTED ON THE ENCLOSE SIDE WITH 1/2 INCH GYPSUM BOARD. (2010 CRC SEC. R302.7) 12. PROVIDE ATTIC VENTILATION AS PER (2010 CRC SEC. R806 AND THE CALIFORNIA ENERGY STANDARDS COMMISSION.) 13. FACTORY BUILT FIREPLACES AND FACTORY BUILT CHIMNEYS SHALL BE LISTED AND INSTALLED IN ACCORDANCE WITH THE TERMS OF THEIR LISTING AND THE MANUFACTURER'S INSRUCTIONS AS PER (2010 CRC SEC. R1004 AND R1005.) WOOD BURNING APPLIANCES WITHIN THE SACRAMENTO METROPOLITAN AIR QUALITY MANAGEMENT DISTRICT (SMAQMD) NEED APPROVAL FROM SMAQMD. (916-874-4884). 14. PROVIDE UNDER FLOOR CLEARANCES AS PER 2010 CRC SECTION R317. A MINIMUM OF 12" CLEARANCE TO UNDER FLOOR GIRDERS AND 18" CLEARANCE TO FLOOR JOISTS IS REQUIRED UNLESS PRESERVATIVE -TREATED WOOD OR WOOD NATURALLY DURABLE TO DECAY IS UTILLIZED. A MINIMUM 18 -INCH BY 24 -INCH ACCESS OPENING SHALL BE PROVIDED TO THE CRAWL SPACE. (2010 CRC SEC. R408.4.) 15. FIRE BLOCKING AND DRAFT STOPPING SHALL BE INSTALLED ACCORDING. (2010 CRC SEC. R302.11.) 16. ALL GYPSUM BOARD, STUCCO, PLASTER, AND LATH SHALL BE INSTALLED. (2010 CRC CHAPTER 7.) 17. EXTERIOR WALL COVERINGS SHALL BE APPLIED. (2010 CRC SEC. R703.) 18. ALL CIMNEYS ATTACHED TO ANY APPLIANCE OR FIRELACE THAT BURNS SOLID FUEL SHALL BE EQUIPPED WITH AN APPROVED APARK ARRESTER. (2010 CRC R1003.9.1) 19. FIXTURES SHALL BE SPACED IN ACCORDANCE WITH THE CALIFORNIA PLUMBING CODE. (2010 CRC R307.1) 20. BATHTUB AND SHOWER FLOORS AND WALLS ABOVE BATHTUBS WITH INSTALLED SHOWER HEADS AND IN SHOWER COMPARTMENTS SHALL BE FINISHED WITH A NONABSORBENT SURFACE. SUCH WALL SURFACES SHALL EXTEND TO A HEIGHT OF NOT LESS THAN 6 FEET (1829 MM) ABOVE THE FLOOR. (2010 CRC R307.2) 21. SURFACE DRAINAGE SHALL BE DIVERTED TO A STORM SEWER CONVEYANCE OR OTHER APPROVED POINT OF COLLECTION THAT DOES NOT CREATE A HAZARD. LOTS SHALL BE GRADED TO DRAIN SURFACE WATER AWAY FROM FOUNDATION WALLS. THE GRADE SHALL FALL A MINIMUM OF 6 INCHES (152 MM) WITHIN THE FIRST 10 FEET (3048 MM). (2010 CRC R401.3) GARAGE NOTES 2 3 GARAGE COMMON INTERIOR WALL NEEDS TO BE SHEATHED WITH AT LEAST 1/2" THICK DRYWALL, AND THE CEILING SURFACE REQUIRES MINIMUM 5/8" THICK @ INTERIOR SIDE. ONE HOUR RATED EXTERIOR WALL 2X4 WOOD STUDS @ 16" O.C. W/ 7/8" STUCCO @ EXTERIOR SIDE. ALL DRYWALL SEAMS MUST BE TAPED/ FINISHED WITH JOINT COMPOUND AND SOME JURISDICTIONS MIGHT REQUIRE FIRE RATED JOINT TAPE FOR THIS PURPOSE. 4. THE GARAGE FIRE WALL SHOULD HAVE NO MISSING/ DAMAGED DRYWALL SECTIONS ,ANY PENETRATION MUST BE SEALED (FIRE RATED CAULKING WOULD BE PERFECT FOR SMALL GAPS AROUND THE PIPES, AIR DUCTS, DOOR FRAMES, ECT). 5. ENTRY DOORS FROM THE GARAGE INTO THE HOUSE AT LEAST 20 MINUTE FIRE RESISTANCE RATED OR 1 3/8" SOLID CORE DOORS. 6. DOORS REQUIRE PROPER WEATHER STRIPPING TO CREATE AN AIR TIGHT BARRIER BETWEEN THE GARAGE AND A LIVING QUARTERS. 7. THERE SHOULD BE NO OPENINGS BETWEEN THE GARAGE AND ROOMS USED FOR SLEEPING PURPOSES. 8. A FORCED AIR HEATING SYSYEM DISTRIBUTING AIR THROUNGH THE HOUSE WITH A REGISTER (SUPPLY OR RETURN) OPEN IN THE GARAGE. THE AIR DUCT OPENING SEALED WITH SHEET METAL AND FIRE RATED CAULKING. METAL AIR DUCTS EXPOSED IN THE GARAGE AREA SHOULD BE AT LEAST 26 GA. STEEL, NO PLASTIC OR ALUMINUM (THIN WALL OR FLEXIBLE TYPE) VENT HOSES PENETRATING THE SEPARATION WALLS ARE PERMITTED - IF THERE'S NO OTHER WAY TO RUN THOSE VENT PIPES, INSULATE IT, BOX IT OUT AND FINISH IT WITH 5/8 DRYWALL (TYPE X, TAPED) 9. GARAGE FLOOR MUST BE NON-COMBUSTIBLE MATERIAL AND SLOPED TOWARDS THE FLOOR DRAIN OR OVERHEAD DOORS. 10. ATTIC ACCESS INSTALLED IN THE GARAGE. THE GARAGE FIRE WALL/ HOUSE SEPARATION WALL SHOULD EXTEND ALL THE WAY TO THE ROOF DECKING OR GARAGE SECTION SHOULD HAVE A 5/8" DRYWALL CEILING INSTALLED. 11. GARAGE RECEPTACLE OUTLETS SHALL BE AT LEAST 18" ABOVE THE FLOOR. Lo N WINDOWSILL 18 S.F. 2'-0" 6'-11" 2'-0" 0 I N 4'-3" 4'-2" 6'-11" 2'-0" 2'-2" 7'-6" PROPOSED 2ND FLOOR PLAN ENORTHEF SCALE : 1/4" = 1'-0" 4 CONTRACTOR: CNE VENTILATION LIGHTING MR. CANFA CHEN ROOM NAME AND LOCATION ROOM SIZE (S. F.) AREA REQ'D - (4%) OR 5 S.F. MIN. AREA REQ'D - (8%) OR 10 S.F. MIN. PROVIDED WINDOW AREA (S.F.) Email: CCFA1234@YAH 00. COM DRAFTER Jack Lin 6805 WESTMOOR WAY SAN JOSE, CA 95129 TEL: (408) 218-0587 EMAIL: jack@rcusa88.com ol f"410�61� OWNER: MR. GUILIN CHEN TEL: (408) 459-8385 EMAIL: guilin.chen@gmail.com MRS. SU CHEN TEL: (408) 459-8385 EMAIL: chensujoy@gmail.com W V Co Z Lr) CoW W 00 Q < Cn LV Z Q J V F Z w O LLI Im Z W = W M V a 00 ■ ♦M♦ V PROPOSED 2ND FLOOR PLAN NOTES TO WINDOW AND DOOR 1. PROVIDE AT LEAST ONE WINDOW IN EACH BEDROOM TO COMPLY WIITH AS REQUIRED FOR ESCAPE OR RESCUE; REQUIRED OPENING OF MINIMUM NET CLEAR AREA IS 5.7 S.F. MIN., (5 S.F. MIIN. IF THEY ARE WITHIN 44 INCHES ABOVE OR BELOW GRADE, HIGHT 24 INCHES MIN., WIDTH 20 INCHES MIN., AND BOTTOM, CLEAR OPENING 44 INCHES MAX. ABOVE FLOOR. (2010 CRC SEC 310.) 2. WINDOWS WITH AN OPENING SILL HEIGHT MORE THAN 72 INCHES ABOVE GRADE SHALL HAVE THE LOWEST PART OF THE OPENING PORTION AT LEAST 24 INCHES ABOVE THE FINISHED FLOOR. GLAZING BETWEEN THE FLOOR AND A HEIGHT OF 24 INCHES SHALL BE FIXED AND ANY OPENINGS SHALL NOT PASS A 4 INCH SPHERE (2010 CRC SEC. R612.2). 3. OPENABLE PORTION OF NEW WINDOWS ARE TO SATIFY THE REQUIRED NATURAL LIGHT (8%)VENTILATION (4%). (2010 CRC SEC. R303.1) 4. SEE TITLE 24 ENERGY REPORT FOR REAL U VALUES OF WINDOW AND DOORS 5. A PERMANENT LABEL PER CBC SEC. 2406.4 SHALL IDENTIFY EACH LIGHT OF SAFETY GLAZING. 6. THRESHOLDS AT DOORWAYS SHALL NOT EXCEED 0.75 INCHES IN HEIGHT FOR SLIDING DOORS AND 0.5 INCHES FOR OTHER DOORS.(CBC 1008.1.7) LANDINGS MAY BE UP TO 7.75 INCHES BELOW TOP OF THRESHOLDS IN R-2 OR R-3 (CBC 1008.1.6). THIS INCLUDES A 7 INCH FINISHED FLOOR TO LANDING HEIGHT AND A 3/4 INCH THRESHOLD. NOTES TO BUILDING 1. BRACED WALL PANELS SHALL BEGIN NO MORE THAN 8 FEET (2440 MM) FROM EACH END OF A BTACED WALL LINE AND SHALL BE SPACED A MAXIMUM OF 25 FEET (7620 MM) ON CENTER. (2010 CRC R602.12.1.2) 2. IN R-3 AND U OCCUPANCIES, NO OPENINGS ARE ALLOWED IN WALLS 3 FEET OR CLOSER TO PROPERTY LINE, OPENINGS IN WALLS BETWEEN 3 FEET AND UP TO 5 FEET FROM PROPERTY LINE CAN BE UP TO 25 % OF WALL AREA. ALL WALLS LESS THAN 5 FEET FROM THE PROPERTY LINE MUST BE FIRE RESISTIVE CONSTRUCTION, (2010 CRC TABLE 302.1). EAVES MUST BE PROTECTED IF ANY PART OF THEM EXTENDS INTO THE AREA WERE OPENINGS ARE PROHIBITED. THIS MEANS THAT AN EAVE CAN EXTEND TO A POINT 24 INCHES FROM THE PROPERTY LINE, BUT NO CLOSER. 3. PROVIDE 2X6 @ ALL PLUMBING WALL LOAD BEARING WALL AS INDICATED ON STRUCTURE DWG. 4. PLATE WASHERS, A MINIMUN OF 0.229 INCH BY 3 INCHES BY 3 INCHES (5.8 MM BY 76 MM BY 76 MM) IN SIZE, SHALL BE PROVIDED BETWEEN THE FOUNDATION SILL PLATE AND THE NUT EXCEPT WHERE APPROVED ANCHOR STRAPS ARE USED. (2010 CRC R602.11.1) 5. SURFACE DRAINAGE SHALL BE DIVERTED TO A STORM SEWER CONVEYANCE OR OTHER APPROVED POINT OF COLLECTION THAT DOES NOT CREATE A HAZARD. LOTS SHALL BE GRADED TO DRAIN SURFACE WATER AWAY FROM FOUNDATION WALLS. THE GRADE SHALL FALL A MINIMUM OF 6 INCHES (152 MM) WITHIN THE FIRST 10 FEET (3048MM). (2010 CRC R401.3) 6. DUCTS WITHIN PRIVATE GARAGES ARE TO BE CONSTRUCTED OF STEEL HAVING A THICKNESS NOT LESS THAN NO. 26 GAUGE SHEET STEEL AND HAVE NO OPENINGS INTO THE GARAGE. (2010 CRC SEC. R302.5.2) 7. HABITABLE SPACES WITNIN A DWELLING UNIT, OTHER THAN KITCHENS, SHALL NOT BE LESS THAN 7 -FEET IN ANY DIRECTION AND HAVE A MINIMUM OF 70 SQUARE FEET OF FLOOR AREA (EXCEPT KITCHENS). (2010 CRC SEC. R304.) 8. PROVIDE SAFETY GLAZING FOR ALL GLAZING LOCATED IN HAZARDOUS LOCATIONS AS SPECIFIED IN. (2010 CRC SEC. R308.4.) 9. SHOWERS IN ALL OCCUPANCIES SHALL BE FINISHED WITH A NONABSORBENT SURFACE TO A HEIGHT OF 6 -FEET ABOVE THE FLOOR. (2010 CRC SEC. R307.) 10. PROVIDE AN APPROVED ATTIC ACCESS 22"X30" WITH 30 INCHES MINIMUM VERTICAL HEADROOM. (2010 CRC SEC. R807.) 11. ENCLOSED ACCESSIBLE SPACE NUDER STAIRS SHALL HAVE WALLS, UNDER -STAIR SURFACES, AND ANY SOFFITS PROTECTED ON THE ENCLOSE SIDE WITH 1/2 INCH GYPSUM BOARD. (2010 CRC SEC. R302.7) 12. PROVIDE ATTIC VENTILATION AS PER (2010 CRC SEC. R806 AND THE CALIFORNIA ENERGY STANDARDS COMMISSION.) 13. FACTORY BUILT FIREPLACES AND FACTORY BUILT CHIMNEYS SHALL BE LISTED AND INSTALLED IN ACCORDANCE WITH THE TERMS OF THEIR LISTING AND THE MANUFACTURER'S INSRUCTIONS AS PER (2010 CRC SEC. R1004 AND R1005.) WOOD BURNING APPLIANCES WITHIN THE SACRAMENTO METROPOLITAN AIR QUALITY MANAGEMENT DISTRICT (SMAQMD) NEED APPROVAL FROM SMAQMD. (916-874-4884). 14. PROVIDE UNDER FLOOR CLEARANCES AS PER 2010 CRC SECTION R317. A MINIMUM OF 12" CLEARANCE TO UNDER FLOOR GIRDERS AND 18" CLEARANCE TO FLOOR JOISTS IS REQUIRED UNLESS PRESERVATIVE -TREATED WOOD OR WOOD NATURALLY DURABLE TO DECAY IS UTILLIZED. A MINIMUM 18 -INCH BY 24 -INCH ACCESS OPENING SHALL BE PROVIDED TO THE CRAWL SPACE. (2010 CRC SEC. R408.4.) 15. FIRE BLOCKING AND DRAFT STOPPING SHALL BE INSTALLED ACCORDING. (2010 CRC SEC. R302.11.) 16. ALL GYPSUM BOARD, STUCCO, PLASTER, AND LATH SHALL BE INSTALLED. (2010 CRC CHAPTER 7.) 17. EXTERIOR WALL COVERINGS SHALL BE APPLIED. (2010 CRC SEC. R703.) 18. ALL CIMNEYS ATTACHED TO ANY APPLIANCE OR FIRELACE THAT BURNS SOLID FUEL SHALL BE EQUIPPED WITH AN APPROVED APARK ARRESTER. (2010 CRC R1003.9.1) 19. FIXTURES SHALL BE SPACED IN ACCORDANCE WITH THE CALIFORNIA PLUMBING CODE. (2010 CRC R307.1) 20. BATHTUB AND SHOWER FLOORS AND WALLS ABOVE BATHTUBS WITH INSTALLED SHOWER HEADS AND IN SHOWER COMPARTMENTS SHALL BE FINISHED WITH A NONABSORBENT SURFACE. SUCH WALL SURFACES SHALL EXTEND TO A HEIGHT OF NOT LESS THAN 6 FEET (1829 MM) ABOVE THE FLOOR. (2010 CRC R307.2) 21. SURFACE DRAINAGE SHALL BE DIVERTED TO A STORM SEWER CONVEYANCE OR OTHER APPROVED POINT OF COLLECTION THAT DOES NOT CREATE A HAZARD. LOTS SHALL BE GRADED TO DRAIN SURFACE WATER AWAY FROM FOUNDATION WALLS. THE GRADE SHALL FALL A MINIMUM OF 6 INCHES (152 MM) WITHIN THE FIRST 10 FEET (3048 MM). (2010 CRC R401.3) GARAGE NOTES 2 3 GARAGE COMMON INTERIOR WALL NEEDS TO BE SHEATHED WITH AT LEAST 1/2" THICK DRYWALL, AND THE CEILING SURFACE REQUIRES MINIMUM 5/8" THICK @ INTERIOR SIDE. ONE HOUR RATED EXTERIOR WALL 2X4 WOOD STUDS @ 16" O.C. W/ 7/8" STUCCO @ EXTERIOR SIDE. ALL DRYWALL SEAMS MUST BE TAPED/ FINISHED WITH JOINT COMPOUND AND SOME JURISDICTIONS MIGHT REQUIRE FIRE RATED JOINT TAPE FOR THIS PURPOSE. 4. THE GARAGE FIRE WALL SHOULD HAVE NO MISSING/ DAMAGED DRYWALL SECTIONS ,ANY PENETRATION MUST BE SEALED (FIRE RATED CAULKING WOULD BE PERFECT FOR SMALL GAPS AROUND THE PIPES, AIR DUCTS, DOOR FRAMES, ECT). 5. ENTRY DOORS FROM THE GARAGE INTO THE HOUSE AT LEAST 20 MINUTE FIRE RESISTANCE RATED OR 1 3/8" SOLID CORE DOORS. 6. DOORS REQUIRE PROPER WEATHER STRIPPING TO CREATE AN AIR TIGHT BARRIER BETWEEN THE GARAGE AND A LIVING QUARTERS. 7. THERE SHOULD BE NO OPENINGS BETWEEN THE GARAGE AND ROOMS USED FOR SLEEPING PURPOSES. 8. A FORCED AIR HEATING SYSYEM DISTRIBUTING AIR THROUNGH THE HOUSE WITH A REGISTER (SUPPLY OR RETURN) OPEN IN THE GARAGE. THE AIR DUCT OPENING SEALED WITH SHEET METAL AND FIRE RATED CAULKING. METAL AIR DUCTS EXPOSED IN THE GARAGE AREA SHOULD BE AT LEAST 26 GA. STEEL, NO PLASTIC OR ALUMINUM (THIN WALL OR FLEXIBLE TYPE) VENT HOSES PENETRATING THE SEPARATION WALLS ARE PERMITTED - IF THERE'S NO OTHER WAY TO RUN THOSE VENT PIPES, INSULATE IT, BOX IT OUT AND FINISH IT WITH 5/8 DRYWALL (TYPE X, TAPED) 9. GARAGE FLOOR MUST BE NON-COMBUSTIBLE MATERIAL AND SLOPED TOWARDS THE FLOOR DRAIN OR OVERHEAD DOORS. 10. ATTIC ACCESS INSTALLED IN THE GARAGE. THE GARAGE FIRE WALL/ HOUSE SEPARATION WALL SHOULD EXTEND ALL THE WAY TO THE ROOF DECKING OR GARAGE SECTION SHOULD HAVE A 5/8" DRYWALL CEILING INSTALLED. 11. GARAGE RECEPTACLE OUTLETS SHALL BE AT LEAST 18" ABOVE THE FLOOR. Lo N WINDOWSILL 18 S.F. 2'-0" 6'-11" 2'-0" 0 I N 4'-3" 4'-2" 6'-11" 2'-0" 2'-2" 7'-6" PROPOSED 2ND FLOOR PLAN ENORTHEF SCALE : 1/4" = 1'-0" 4 CONTRACTOR: CNE CONSTRUCTION INC. MR. CANFA CHEN CSLB #1011892 4045 MORELAND WAY SAN JOSE, CA 95130 TEL: (408) 726-2956 CELL: (408) 391-7329 Email: CCFA1234@YAH 00. COM DRAFTER Jack Lin 6805 WESTMOOR WAY SAN JOSE, CA 95129 TEL: (408) 218-0587 EMAIL: jack@rcusa88.com ol f"410�61� OWNER: MR. GUILIN CHEN TEL: (408) 459-8385 EMAIL: guilin.chen@gmail.com MRS. SU CHEN TEL: (408) 459-8385 EMAIL: chensujoy@gmail.com W V Co Z Lr) CoW W 00 Q < Cn LV Z Q J V F Z w O LLI Im Z W = W M V a 00 ■ ♦M♦ V PROPOSED 2ND FLOOR PLAN DATE: 08/02/17 JOB NO. ISSUE & REVISION 11/03/17 PLANNING REVIEVY 12/21/17 PLANNING COMM. 1 2 3 4 5 6 7 8 9 10 SHEET NO. A2m2 DRAWN BY: JL 28' MAX. HEIGHT PROPERTY LINE * ROOFING MATERIAL SHALL BE COMPLIANT WITH COOL ROOF RATING COUNCIL. * WALL PAINT KELLY-MOORE KM3502-2 Ln * CEM. TILES.@4-12 PITCH (TYP.) MOUDLING & TRIM KELLY-MOORE KM3452-2 PROPERTY LINE i� * CLASS A ROOFING MATERIAL (REQUIRED BY MUNI. CODE SEC. 16.06.080)4 4� TOP OF RIDGE 12 12 TOP OF RIDGE * TWO LAYERS OF 15# FELT FOR ROOF c� CEM. TILES STUCCO WALL I I 2ND FL. 2ND FL. TOP OF PLATE TOP OF PLATE I 0 / / (N) 0 N / (N) L�j (N)L�ll L QO \ N / 0 \ -I 2ND FL. SUBFLOOR / \ N GARAGE / \ 1 ST FL. of TOP OF PLATE N TOP OF PLATE i� 838::] 0 N 0D n00 ® N (N) FENCE o ® no 0� I of 0 H.E. H. E. H.E. o (N) FENCE o 0 W.P W.P W.P 0 to 0 Of 0 0 co9 D o 0 I (N) (N) CARS GA GE o N 1ST FL. o 0 0 0 o UBFLOOR THE NATURAL (EXISTING) GRADE LINE CURB LINE (N) LANDING * PROVIDE WEEP SCREED AT FOUNDATION PLATE LINE ON ALL STUCCO WALLS (2010 CRC SEC. R 703.7.2.1) *CRAWL SPACE VENTS DO NOT FOUNDATION VENT NO.01—NO.04 WEEP SCREED SHALL BE 4" ABOVE EARTH AND 2" ABOVE PAVED AREA. OCCUR IN SHEAR WALLS. 2ND FL. TOP OF PLATE 1 N 2ND FL. SUBFLO ick N o GARAGE TOP OF PLATE * TWO LAYERS OF 15# FELT FOR ROOF CEM. TILES STUCCO WALL / C / I / LO / cs C (N) FENCE 0 ---- 1�1i '(") L.] 0 I � I (N) 0 _ THE NATURAL (EXISTING) GRADE LINE (N) LANDING CURB LINE FOUNDATION VENT NO.05-NO.11 *CRAWL SPACE VENTS DO NOT OCCUR IN SHEAR WALLS. �C * TWO LAYERS OF 15# FELT FOR ROOF (N) MR. CANFA CHEN CSLB #1011892 4045 MORELAND WAY CEM. TILES TEL: (408) 726-2956 CELL: (408) 391-7329 Email: CCFA1234@YAH 00. COM DRAFTER STUCCO WALL 6805 WESTMOOR WAY SAN JOSE, CA 95129 TEL: (408) 218-0587 EMAIL: jack@rcusa88.com 01 f"W/pe/� OWNER: 28' MAX. HEIGHT- EMAIL: guilin.chen@gmail.com MRS. SU CHEN ----------------- EMAIL: chensujoy@gmail.com ---------------- V co Z Lr) TOP OF RIDGE PROPERTY LINE * WALL PAINT KELLY—MOORE KM3502-2 MOUDLING & TRIM KELLY—MOORE KM3452-2 * ROOFING MATERIAL * CEM. TILES.@612 SHALL BE COMPLIANT WITH COOL ROOF RATING COUNCIL. PITCH (TYP.) PROPERTY LINE LV Z Q D4 4D LASS A ROOFING MATERIAL (REQUIRED BY MUNI. CODE SEC. 16.06.080) LLJ Im Z W = W 12 12 ■ ♦M♦ V 2ND FL. TOP OF PLATE 1 N 2ND FL. SUBFLO ick N o GARAGE TOP OF PLATE * TWO LAYERS OF 15# FELT FOR ROOF CEM. TILES STUCCO WALL / C / I / LO / cs C (N) FENCE 0 ---- 1�1i '(") L.] 0 I � I (N) 0 _ THE NATURAL (EXISTING) GRADE LINE (N) LANDING CURB LINE FOUNDATION VENT NO.05-NO.11 *CRAWL SPACE VENTS DO NOT OCCUR IN SHEAR WALLS. �C TOP OF PLATE \ \ \ FLOOR LINE w (N) FENCE o (N) LANDING * PROVIDE WEEP SCREED AT FOUNDATION PLATE LINE ON ALL STUCCO WALLS (2010 CRC SEC. R 703.7.2.1) WEEP SCREED SHALL BE 4" ABOVE EARTH AND 2" ABOVE PAVED AREA. 0 I 0 0 I N 1 0 I C) 4 1 ST FL. N TOP OF PLATE CD N 1 ST FL. SU FLOOR 0 I WEST ELEVATION EAST ELEVATION CONTRACTOR: CNE CONSTRUCTION (N) MR. CANFA CHEN CSLB #1011892 4045 MORELAND WAY SAN JOSE, CA 95130 TEL: (408) 726-2956 TOP OF PLATE \ \ \ FLOOR LINE w (N) FENCE o (N) LANDING * PROVIDE WEEP SCREED AT FOUNDATION PLATE LINE ON ALL STUCCO WALLS (2010 CRC SEC. R 703.7.2.1) WEEP SCREED SHALL BE 4" ABOVE EARTH AND 2" ABOVE PAVED AREA. 0 I 0 0 I N 1 0 I C) 4 1 ST FL. N TOP OF PLATE CD N 1 ST FL. SU FLOOR 0 I WEST ELEVATION EAST ELEVATION CONTRACTOR: CNE CONSTRUCTION INC. MR. CANFA CHEN CSLB #1011892 4045 MORELAND WAY SAN JOSE, CA 95130 TEL: (408) 726-2956 CELL: (408) 391-7329 Email: CCFA1234@YAH 00. COM DRAFTER Jack Lin 6805 WESTMOOR WAY SAN JOSE, CA 95129 TEL: (408) 218-0587 EMAIL: jack@rcusa88.com 01 f"W/pe/� OWNER: MR. GUILIN CHEN TEL: (408) 459-8385 EMAIL: guilin.chen@gmail.com MRS. SU CHEN TEL: (408) 459-8385 EMAIL: chensujoy@gmail.com LLI V co Z Lr) coW W 00 0 C LV Z Q J V H Z W O LLJ Im Z W = W M V a oo ■ ♦M♦ V ELEVATIONS DATE: 08/02/17 JOB NO. ISSUE & REVISION 11/03/17 PLANNING REVIEVY 12/21/17 PLANNING COMM. 1 2 3 4 5 6 7 8 9 10 SHEET NO. All DRAWN BY: JL Ln I r� 0 I N Lo I r� TOP OF RIDGE 2ND FL. TOP OF PLATE 28' MAX. HEIGHT PROPERTY LINE * * WALL PAINT KELLY—MOORE KM3502-2 * ROOFING MATERIAL SHALL BE COMPLIANT WITH COOL ROOF RATING COUNCIL. PROPERTY LINE TWO LAYERS OF 15# FELT FOR ROOF MOUDLING & TRIM KELLY—MOORE KM3452-2 * CEM. TILES.@6-12 PITCH TYP. CEM. TILES ( ) STUCCO WALL a4 4� * CLASS A ROOFING MATERIAL (REQUIRED BY MUNI. CODE SEC. 16.06.080) O N I I 0 / N 00 2ND FL. SUBFLOOR / O N N _I GARAGE TOP OF PLATE I 0 C) 21 f O O I I THE NATURAL (EXISTING) GRADE LINE - FOUNDATION VENT NO.12—NO.15 N / 1 L\(N) 0 Lo I o \ 0 0 \ 0 o t (N) \ \ (N) \ o\ \ �I CNE CONSTRUCTION I 1 ro ° 0 7,01) FLOOR LINE 0 O D O 28' MAX. HEIGHT w (E) FENCE * PROVIDE WEEP SCREED AT FOUNDATION PLATE LINE ON ALL STUCCO WALLS (2010 CRC SEC. R 703.7.2.1) WEEP SCREED SHALL BE 4" ABOVE EARTH AND 2" ABOVE PAVED AREA. TOP OF RIDGE 1 ST FL. TOP OF PLATE 0 I 0 0 0 1 ST FL. SUBFLOOR N 0 I 0 I N Qo 0 SOUTH ELEVATION 15"X24" 200 AMP. I * PROVIDE WEEP SCREED AT FOUNDATION PLATE LINE ON ALL STUCCO WALLS (2010 CRC SEC. R 703.7.2.1) FOUNDATION VENT NO.12—NO.15 WEEP SCREED SHALL BE 4" ABOVE EARTH AND 2" ABOVE PAVED AREA. 2 NORTH ELEVATION CONTRACTOR: CNE CONSTRUCTION INC. MR. CANFA CHEN CSLB #1011892 4045 MORELAND WAY SAN JOSE, CA 95130 TEL: (408) 726-2956 CELL: (408) 391-7329 Email: CCFA1234@YAH 00. COM DRAFTER Jack Lin 6805 WESTMOOR WAY SAN JOSE, CA 95129 TEL: (408) 218-0587 EMAIL: jack@rcusa88.com f"W/pe/�_ OWNER: MR. GUILIN CHEN TEL: (408) 459-8385 EMAIL: guilin.chen@gmail.com MRS. SU CHEN TEL: (408) 459-8385 EMAIL: chensujoy@gmail.com LLI V Co Z Lr) CoW W 00 0 C LV Z Q J V H Z W O LJJ m z ~ 00 = W M V a oo ■ ELEVATIONS DATE: 08/02/17 JOB NO. ISSUE & REVISION 11/03/17 PLANNING REVIEVY 12/21/17 PLANNING COMM. 1 2 3 4 5 6 7 8 9 10 SHEET NO. A3m2 DRAWN BY: JL (N)6'O"X6'0" SLIDING/S.G. TEMP. GL. d 'o. 0Za r SLIDING/S./G. SLIDING/S.G. TEMP. GL. �) M. HBWDDROOM I I - \- y (N) 1ST FLOOR ROOF PLAN SCALE : 1/8" = 1'-0" ELEV. REF NORTH 0 I N (N) 2ND FL. SCALE : 1/8" = 1'-0" ROOF PLAN ELEV. REF NORTH 28' MAX. HEIGHT PROPERTY LINE * ROOFING MATERIAL SHALL BE COMPLIANT WITH COOL ROOF RATING COUNCIL. * WALL PAINT KELLY-MOORE KM3502-2 PROPERTY LINE in * CEM. TILES.@412 PITCH (TYP.) MOUDLING & TRIM KELLY-MOORE KM3452-2 i� I * CLASS A ROOFING MATERIAL (REQUIRED BY MUNI. CODE SEC. 16.06.080)4 44r --I TOP OF RIDGE 1 12 12 1 TOP OF RIDGE * TWO LAYERS OF 15# FELT FOR ROOF N N) ATTI CEM. TILES N 1N TTI ( ATTIC STUCCO WALL 1 (N) BEDROOM Al INC. F TILE 'd� \ TEL: (408) 726-2956 CELL: (408) 391-7329 HDWD CCFA1234@YAH 00. COM DRAFTER Jack Lin 6805 WESTMOOR WAY 1 o za f EMAIL: jack@rcusa88.com f"410�61� TOP OF PLATE F_� TEL: (408) 459-8385 EMAIL: guilin.chen@gmail.com MRS. SU CHEN / / EMAIL: chensujoy@gmail.com ZN� V z \01 \ to W ■ W .C. j.D A / Q 0 C LV Z J V jj Z w O L�ww 0 � = M V a oo M �tJn� ROOF REF. SECTION N)STOR JOB NO. ISSUE & REVISION 11/03/17 PLANNING REVIEVY . PLANNING COMM. 1 2 (N) CLO• (N LOUNGE X �" 5 HDWD HDWD m o m Z 1-1 7 SH WR. 9 N Vic, x� nLE SHEET NO. A3m3 DRAWN BY: JL X µow X �j — I� '\ I I (N)36 X50" SLIDING/S.G. L Y J TEMP. GL. I I o (N) STAIR HDWD L O/ L– J (N)5'0"X5'0" �{) BEDROOM !f2 SLI /S.G. \ \ O HDWDhA N L. / (N) BEDROOM #2 (N) L '0" SIDING SLIDING (N) LOUNGE EGRESS \ 17/ 00 N F (N) 1ST FLOOR ROOF PLAN SCALE : 1/8" = 1'-0" ELEV. REF NORTH 0 I N (N) 2ND FL. SCALE : 1/8" = 1'-0" ROOF PLAN ELEV. REF NORTH 28' MAX. HEIGHT PROPERTY LINE * ROOFING MATERIAL SHALL BE COMPLIANT WITH COOL ROOF RATING COUNCIL. * WALL PAINT KELLY-MOORE KM3502-2 PROPERTY LINE in * CEM. TILES.@412 PITCH (TYP.) MOUDLING & TRIM KELLY-MOORE KM3452-2 i� I * CLASS A ROOFING MATERIAL (REQUIRED BY MUNI. CODE SEC. 16.06.080)4 44r --I TOP OF RIDGE 1 12 12 1 TOP OF RIDGE * TWO LAYERS OF 15# FELT FOR ROOF N N) ATTI CEM. TILES N 1N TTI ( ATTIC STUCCO WALL 1 1 (N) FENCE _ O O O O O ?� I ?8 � I � I \/ THE NATURAL (EXISTING) GRADE LINE—// \ \ \ \ \ \ \ \ \ \ CURB LIN 28' MAX. HEIGHT \ � o m \ / 0 (N) FENCE 1 0 O Pf O O 00 88fi 00 O / BPfi O o I _CD / (N) STOR. (N) LIVING RM.V/ N 1 1 ST FL o (N) 2 CARS GARAGE S 1' 6' CLEAR CRAWL A C E\i&/\ 77 ems, SHORT SECTION SUBFLOOR _I ZD LONG SECTION CONTRACTOR: CNE 2ND FL. INC. MR. CANFA CHEN CSLB #1011892 S S \ TEL: (408) 726-2956 CELL: (408) 391-7329 Email: CCFA1234@YAH 00. COM DRAFTER Jack Lin 6805 WESTMOOR WAY 1 2ND FL. EMAIL: jack@rcusa88.com f"410�61� TOP OF PLATE MR. GUILIN CHEN TEL: (408) 459-8385 EMAIL: guilin.chen@gmail.com MRS. SU CHEN / / EMAIL: chensujoy@gmail.com W V CD \ to W ■ W > TOP OF PLATE Q 0 C LV Z J V H Z w O L Im Z 0 � = M V a oo M ■ ROOF REF. SECTION DATE: 08/02/17 JOB NO. ISSUE & REVISION 11/03/17 PLANNING REVIEVY 12/21/17 PLANNING COMM. 1 2 3 4 5 6 7 8 9 10 SHEET NO. A3m3 DRAWN BY: JL O/ O \ \ O N / (N) BEDROOM #2 (N) LOUNGE \ 00 N \ \ 2ND FL. SUBFLOORLn \ N GARAGE 1 ST FL. o k TOP OF PLATE G / N \ TOP OF PLATE 0I _ I I N 1 (N) FENCE _ O O O O O ?� I ?8 � I � I \/ THE NATURAL (EXISTING) GRADE LINE—// \ \ \ \ \ \ \ \ \ \ CURB LIN 28' MAX. HEIGHT \ � o m \ / 0 (N) FENCE 1 0 O Pf O O 00 88fi 00 O / BPfi O o I _CD / (N) STOR. (N) LIVING RM.V/ N 1 1 ST FL o (N) 2 CARS GARAGE S 1' 6' CLEAR CRAWL A C E\i&/\ 77 ems, SHORT SECTION SUBFLOOR _I ZD LONG SECTION CONTRACTOR: CNE CONSTRUCTION INC. MR. CANFA CHEN CSLB #1011892 4045 MORELAND WAY SAN JOSE, CA 95130 TEL: (408) 726-2956 CELL: (408) 391-7329 Email: CCFA1234@YAH 00. COM DRAFTER Jack Lin 6805 WESTMOOR WAY SAN JOSE, CA 95129 TEL: (408) 218-0587 EMAIL: jack@rcusa88.com f"410�61� - - OWNER: MR. GUILIN CHEN TEL: (408) 459-8385 EMAIL: guilin.chen@gmail.com MRS. SU CHEN TEL: (408) 459-8385 EMAIL: chensujoy@gmail.com W V CD Z Lf) to W ■ W > W Q 0 C LV Z J V H Z w O L Im Z 0 � = M V a oo M ■ ROOF REF. SECTION DATE: 08/02/17 JOB NO. ISSUE & REVISION 11/03/17 PLANNING REVIEVY 12/21/17 PLANNING COMM. 1 2 3 4 5 6 7 8 9 10 SHEET NO. A3m3 DRAWN BY: JL I I I I I I I I 26"PINE LEGEND: S.00 13 55"E. 5"TREE 5_8.00' AC ASPHALT CONCRETE -- — -- -- -- -- -- — \ -- xG -- --- — -- -- -- -- — -- -- -- -- -- -- - BC BUILDING CORNER \ 12ORWD \�0 5' P.U.E. 02.37 \ x°� 18"RWD °P BW BACK OF WALK 0 0� CB CATCH BASIN -�--------- ��— ---- ----- — \000 I — --- �------------------ � ---- CMP CORRUGATED METAL PIPE 5 W.C.E. ° x° � I I I — — — — CO CLEAN OUT CRN CROWN +Q' �� r� ° DW DRIVEWAY EC EDGE OF CONCRETE San�erset 17r �n a EM ELECTRIC METER c x 99 Ranch market ° � � :qEP EDGE OF PAVEMENT \ N o \F° Q+ . ' I° ��' I o p FCOR FENCE CORNER ND N° x° FD FOUND x +�°L ° �C EM o � Pacifica ❑r FF FINISHED FLOOR PQc6ca Dr Pacifica Dr Pacifica Dr n „ Ln FL FLOW LINE co 0 5 10 20 I Silvera�a Avg o Cliffs f FH FIRE HYDRANT REAR PORCH � Suisun ar � FW FRONT OF WALK M # O I O I ' m y G GROUND Ln Ln LnGC GARAGE CORNER clay St GF GARAGE FACE/FRONT F 1838 BEilin,4 CD O Aqui GFC GROUND AT FENCE a GM GAS METER G FF I I Kirw1n Lfl }� ` HCR HANDICAP RAMP INV INVERT PORCH ° oL,1}1f°* IP IRON PIPE Q ck Bre sp < JP JOINT POLE rD '° E\.08 \.63 \�° o�hrnger Rd °a C 4 LG LIP OF GUTTER �bo G+off \° ,�, orae O/H OVERHEAD GM ER °°�. G+� Q I iTracler Joe's+ PC PROPERTY CORNER Q m RW RETAINING WALL 0 o a rt SL STREET LIGHT 838 BETLIN AVENUE 844 BETLIN AVENUE OQNood1e5 SSCO SANITARY SEWER CLEANOUT SSMH SANITARY SEWER MANHOLE EXISTING HOUSE+�o+ N EXISTING HOUSE SDMH STORM DRAIN MANHOLE FF = 103.12± ) I RIDGE= 126.96± I VICINITY MAP: NOT TO SCALE TBC TOP BACK ROLLED CURB 7"TREE °\\ I I TC TOP OF CURB 71711 NNT TOB TOP OF BANK ° N°� xo� TOE TOE OF BANK I o 0 5"TREE Z o TP TOP OF PAVEMENT TRC TOP OF ROLLED CURB +�o TW TOP OF WALL 830 BETLIN AVENUE \ o I \� CD N I I U/G UNDERGROUND EXISTING HOUSE Q0 Q0 VCP VITRIFIED CLAY PIPE G F ° WV WATER VALVE102.17 � oq 00 WM WATER METER BOX G° -CN- CABLE TELEVISION LINE I I -E- ELECTRICAL LINE -G- GAS LINE / 101.65 -SS- SANITARY SEWER LINE X20 B. S1. -SD- STORM DRAIN LINE ------------ \ \+� —�—`� Q o — �o-�-------------------- -- -T- TELEPHONE LINE o o N- cw �o I o I I -W WATER LINE a ° x + o ((, o �� + ° BASIS OF BEARINGS: +\° ° L 0 T 6 3 THE BEARING, SO -13'55"E, OF THE CENTER LINE OF BETLIN AVENUE, AS SHOWN ON °o �\ �� AREA = 6,003±SQ.FT. I I I THAT CERTAIN MAP FILED IN THE OFFICE OF NIZo�� o� o I I I THE RECORDER OF SANTA CLARA COUNTY, \o \o�. G o STATE OF CALIFORNIA, IN BOOK 93 OF MAPS SHRUB Q Q x +�° AT PAGE 46, WAS USED AS THE BASIS OF BEARINGS SHOWN ON THIS MAP. — — — — — — — — — — — — — — — — — — — — — — — — ���� S.0'1 3'55"E.o°\ 58.00° \ \+ o°° �° N° �° N BASIS OF ELEVATION: � TBM ELEV=100.00 (ASSUMED) LLIQ-8e"TREE 0\ WM �� p YTREE +013"TREE WM e Ej, _ \�� 99. 99. 1 7/7 �__________—��° UTILITY NOTE 99-56 01 16 °o. UNDERGROUND UTILITIES. SHOWN PER °off° TBM SURFACE EVIDENCE AND RECORD MAPS. MAY BE DIFFERENT THAN AS SHOWN. EL= 100.00 BEFORE EXCAVATION, CALL UNDERGROUND BETLINAVENUE (601 R/W) SERVICE ALERT (USA) 1-800-642-2444. LEGAL DESCRIFTON: - \� - - - _ LOT 63, TRACT NO.2076, MAP REF: BOOK 93 PAGE 46 D=19°58'45" NOTE: \ 1. MEASUREMENT OF BUILDING LINE IS TO L=52.31 Al \ THE FACE OF STUCCO OR SIDING S FOUND MON S.0'1 4'47"E. BLANEY AVENUE ----,\V ------ ------ 845.11' R= R=150.00' �944 50, E 6( 22\ FOUND MON S.700151 01. 128.73' FOUND MON °46'05"E. 72.40' CHEN RESIDENCE 838 BETLIN AVENUE CUPERTINO, CA APN: 369-27-035 W E C & A S S O C I A T E S 2625 MIDDLEFIELD RD k658 PALO ALTA CA 94306 TEL: (650) 823-6466 FAX: (650) 887-1294 LICENSE STAMPS AND SIGNATURE ISSUED DATE: Nov 24, 2017 SCALE: 111=101 DRAWN: BG JOB: 10078 SHEET TITLE: BOUNDARY& TOPOGRAPHIC SURVEY SHEET NO. coo WEC CUPERTINO PURPOSE: CALGREEN RESIDENTIAL CHECKLIST — MANDATORY ITEMS COMMUNITY DEVELOPMENT DEPARTMENT • BUILDING DIVISION ALBERT SALVADOR, P.E., C.B.O., BUILDING OFFICIAL 10300 TORRE AVENUE • CUPERTINO, CA 95014-3255 (408) 777-3228 • FAX (408) 777-3333 • buildingPcupertino.org The 2016 CalGreen Code applies to additions or alterations of existing residential buildings where the addition or alteration increases the building's conditioned area, volume, or size and also applies to all new low-rise residential buildings, high-rise residential buildings, or both. Existing site and landscaping improvements that are not otherwise disturbed are not subject to the requirements of CALGreen. Project Name: MR. GUILIN CHEN RESIDENCE Project Address: 838 BETLI N AVE. CUPERTINO Project Description: 2 STORY REBUILD 2,699 SF (1ST FL 1,328 SF, 2ND FL 933SF) Instructions: 1. The Owner or the Owner's agent shall employ a licensed professional experienced with the 2016 California Green Building Standards Codes to verify and assure that all required work described herein is properly planned and implemented in the project. 2. The licensed professional, in collaboration with the owner and the design professional shall initial Column 2 of this checklist, sign and date Section 1 - Design Verification at the end of this checklist and have the checklist printed on the approved plans for the project. 3. Prior to final inspection by the Building Department, the licensed professional shall complete Column 3 and sign and date Section 2 - Implementation Verification at the end of this checklist and submit the completed form to the Building Inspector. Column 2 Column 3 MANDATORY FEATURE OR MEASURE Project Verification Requirements A4.1 PLANNINGAND DESIGN Planning and Design - Site Development 4.106.2 Storm water drainage and retention during construction. Projects 4.504.4 Resilient flooring systems. Eighty (80) percent of floor area conduits, or other openings in plates at exterior walls shall be protected which disturb less than one acre of soil and are not part of a larger common receiving resilient flooring shall comply with the VOC-emission limits defined in against the passage of rodents by closing such openings with cement mortar, plan of development shall manage storm water drainage during construction. the Collaborative for High Performance Schools (CHPS) Low -emitting concrete masonry or similar method acceptable to the enforcing agency. 4.106.3 Grading and paving. The site shall be planned and developed to Materials List or be certified under the Resilient Floor Covering Institute (RCFI) Construction Waste Reduction, Disposal and Recycling keep surface water away from buildings. Construction plans shall indicate how FloorScore program and UL GREENGUARD Gold. OWNER: site grading or a drainage system will manage all surface water flows. 4.504.5 Composite wood products. Particleboard, medium density EMAIL: guilin.chen@gmail.com 4.106.4 Electric vehicle (EV) charging for new construction. New fiberboard (MDF), and hardwood plywood used in interior finish systems shall EMAIL: chensujoy@gmail.com construction shall comply with Sections 4.106.4.1 and 4.106.4.2 to facilitate comply with low formaldehyde emission standards. ❑ future installation and use of EV chargers. Interior Moisture Control 4.505.2 Concrete slab foundation. Required vapor retarders and capillary ,, .2 ENERGY EFFICIENCY El are also required to comply with CalGreen Section 4.505.2.1. shall be certified to the performance criteria of the U.S. EPA WaterSense occupant or owner. 4.505.3 Moisture content of building materials. Moisture content of building General 4.201.1 Low-rise residential buildings shall meet or exceed the minimum Elstandard El design required by the California Energy Standards. Indoor Air Quality and Exhaust 4.506.1 Bathroom exhaust fans. Exhaust fans which terminate outside the Page 1 of 5 CalGreen_2016.doe revised 11112017 4.504.3 Carpet Systems. Carpet and carpet systems shall be compliant with Indoor Water Use 4.303.1 Water conserving plumbing fixtures and fittings. Plumbing fixtures VOC limits. IJ El (water closets and urinals) and fittings (faucets and showerheads) shall comply 4.504.4 Resilient flooring systems. Eighty (80) percent of floor area conduits, or other openings in plates at exterior walls shall be protected with the following: receiving resilient flooring shall comply with the VOC-emission limits defined in against the passage of rodents by closing such openings with cement mortar, ❑ 4.303.1.1 Water Closets. The effective flush volume of all water closets the Collaborative for High Performance Schools (CHPS) Low -emitting concrete masonry or similar method acceptable to the enforcing agency. shall not exceed 1.28 gallons per flush. Tank -type water closets shall be Materials List or be certified under the Resilient Floor Covering Institute (RCFI) Construction Waste Reduction, Disposal and Recycling certified to the performance criteria of the U.S. EPA WaterSense FloorScore program and UL GREENGUARD Gold. OWNER: Specifications for Tank -type Toilets. 4.504.5 Composite wood products. Particleboard, medium density EMAIL: guilin.chen@gmail.com ❑ 4.303.1.2 Urinals. The effective flush volume of urinals shall not exceed fiberboard (MDF), and hardwood plywood used in interior finish systems shall EMAIL: chensujoy@gmail.com 0.125 gallons per flush. comply with low formaldehyde emission standards. co ❑ 4.303.1.3.1 Single Showerheads. Showerheads shall have a maximum Interior Moisture Control 4.505.2 Concrete slab foundation. Required vapor retarders and capillary E]breaks El are also required to comply with CalGreen Section 4.505.2.1. shall be certified to the performance criteria of the U.S. EPA WaterSense occupant or owner. 4.505.3 Moisture content of building materials. Moisture content of building Specification for showerheads. El materials used in wall and floor framing is checked before enclosure. ❑ 4.303.1.3.2 Multiple Showerheads serving one shower. When a are constructed on a building site, provide readily accessible area(s) that Indoor Air Quality and Exhaust 4.506.1 Bathroom exhaust fans. Exhaust fans which terminate outside the serves all buildings on the site and is identified for the depositing, storage and ❑ building are provided in every bathroom. collection of non -hazardous material for recycling, including (at a minimum) 2013 RES. Environmental Comfort 4.507.2. Heating and air-conditioning system design. Duct systems are DATE: 08/02/17 sized and designed and equipment is selected using the following methods: meet a lawfully enacted local recycling ordinance, if more restrictive. 1. Establish heat loss and heat gain values according to ACCA Manual J or ❑ 4.303.1.4.1 Residential lavatory faucets. The maximum flow rate of equivalent. 2. Size duct systems according to ACCA 29-D (Manual D) or equivalent. Fireplaces 3. Select heating and cooling equipment according to ACCA 36-S (Manual S) psi. The minimum flow rate of residential lavatory faucets shall not be less or equivalent. wood -burning fireplace, or a sealed woodstove. INSTALLER AND SPECIAL INSPECTOR QUALIFICATIONS Pollutant Control Qualifications 702.1 Installer training. HVAC system installers are trained and certified in maximum flow rate of lavatory faucets installed in common and public use El the proper installation of HVAC systems. areas (outside of dwellings or sleeping units) in residential buildings shall 702.2 Special inspection. The Licensed Professional responsible to verify not exceed 0.5 gallons per minute at 60 psi. CALGreen compliance is qualified and able to demonstrate competence in the ❑ 4.303.1.4.3 Metering faucets. Metering faucets when installed in discipline they inspect and verify. residential buildings shall not deliver more than 0.25 gallons per cycle. Verifications 703.1 Documentation. Verification of compliance with CALGreen may 10 include construction documents, plans, specifications, builder or installer SHEET NO. certification, inspection reports, or other methods acceptable to the enforcing DRAWN BY: El agency which show substantial conformance. Implementation verification shall be submitted to the Building Department after implementation of all required ❑ measures and prior to final inspection approval. A4.3 WATER EFFICIENCY AND CONSERVATION Indoor Water Use 4.303.1 Water conserving plumbing fixtures and fittings. Plumbing fixtures Enhanced Durability and Reduced Maintenance 4.406.1 Rodent proofing. Annular spaces around pipes, electric cables, (water closets and urinals) and fittings (faucets and showerheads) shall comply 4045 MORELAND WAY conduits, or other openings in plates at exterior walls shall be protected with the following: CELL: (408) 391-7329 against the passage of rodents by closing such openings with cement mortar, ❑ 4.303.1.1 Water Closets. The effective flush volume of all water closets DRAFTER concrete masonry or similar method acceptable to the enforcing agency. shall not exceed 1.28 gallons per flush. Tank -type water closets shall be SAN JOSE, CA 95129 Construction Waste Reduction, Disposal and Recycling certified to the performance criteria of the U.S. EPA WaterSense 01 f"4111111�61� OWNER: Specifications for Tank -type Toilets. TEL: (408) 459-8385 EMAIL: guilin.chen@gmail.com ❑ 4.303.1.2 Urinals. The effective flush volume of urinals shall not exceed TEL: (408) 459-8385 EMAIL: chensujoy@gmail.com 0.125 gallons per flush. V co ❑ 4.303.1.3.1 Single Showerheads. Showerheads shall have a maximum 4.410.1 Operation and maintenance manual. At the time of final inspection, W flow rate of not more than 2.0 gallons per minute at 80 psi. Showerheads an operation and maintenance manual shall be provided to the building < CDC shall be certified to the performance criteria of the U.S. EPA WaterSense occupant or owner. Q Specification for showerheads. 4.410.2 Recycling by occupants. Where 5 or more multifamily dwelling units Z w O ❑ 4.303.1.3.2 Multiple Showerheads serving one shower. When a are constructed on a building site, provide readily accessible area(s) that = 00 � shower is served by more than one showerhead, the combined flow rate of serves all buildings on the site and is identified for the depositing, storage and ❑ all showerheads and/or other shower outlets controlled by a single valve collection of non -hazardous material for recycling, including (at a minimum) 2013 RES. shall not exceed 2.0 gallons per minute at 80 psi, or the shower shall be paper, corrugated cardboard, glass, plastics, organic waste, and metals, or DATE: 08/02/17 designed to allow only one shower outlet to be in operation at a time. meet a lawfully enacted local recycling ordinance, if more restrictive. ❑ 4.303.1.4.1 Residential lavatory faucets. The maximum flow rate of ENVIRONMENTAL QUALITY residential lavatory faucets shall not exceed 1.2 gallons per minute at 60 Fireplaces 4.503.1 General. Install only a direct -vent sealed -combustion gas or sealed psi. The minimum flow rate of residential lavatory faucets shall not be less wood -burning fireplace, or a sealed woodstove. than 0.8 gallons per minute at 20 psi. Pollutant Control ❑ 4.303.1.4.2 Lavatory faucets in common and public use areas. The 4 maximum flow rate of lavatory faucets installed in common and public use 5 areas (outside of dwellings or sleeping units) in residential buildings shall 6 not exceed 0.5 gallons per minute at 60 psi. 7 ❑ 4.303.1.4.3 Metering faucets. Metering faucets when installed in 8 residential buildings shall not deliver more than 0.25 gallons per cycle. 9 ❑ 4.303.1.4.4 Kitchen Faucets. The maximum flow rate of kitchen faucets 10 shall not exceed 1.8 gallons per minute at 60 psi. Kitchen faucets may SHEET NO. temporarily increase the flow above the maximum rate, but not to exceed DRAWN BY: 2.2 gallons per minute at 60 psi, and must default to a maximum flow rate of 1.8 gallons per minute at 60 psi. ❑ 4.303.2 Standards for plumbing fixtures and fittings. Plumbing fixtures and fittings shall be installed in accordance with the California Plumbing Code, and shall meet the applicable standards referenced in Table 1701.1 of the California Plumbing Code. Outdoor Water Use 4.304.1 Outdoor potable water use in landscape areas. New residential developments with an aggregate landscape area equal to or greater than 500 square feet shall comply with one of the following options ❑ ❑ ❑ A local water efficient landscape ordinance or the current California Department of water Resources' Model Water Efficient Landscape Ordinance MWELO , whichever is more stringent; or Page 2 of 5 CalGreen_2016.doe revised 11112017 CALGREEN SIGNATURE DECLARATIONS Project Name: MR. GUILIN CHEN RESIDENCE Project Address: 838 BETLIN AVE. CUPERTINO Project Description: 2 STORY REBUILD 2,699 SF (1ST FL 1,328 SF, 2ND FL 933SF) SECTION 1 — DESIGN VERIFICATION Complete all lines of Section 1 — "Design Verification" and submit the completed checklist (Columns 1 and 2) with the plans and building permit application to the Building Department. The owner and design professional responsible for compliance with CalGreen Standards have revised the plans and certify that the items checked above are hereby incorporated into the project plans and will be implemented into the project in accordance with the requirements set forth in the 2016 California Green Building Standards Code as adopted by the City of Cupertino. Owner's Signature MR. GUILIN CHEN Owner's Name (Please Print) Design Professional's Signature JACK LIN Design Professional's Name (Please Print) '1Rc's4 Date Date Signature of License Professional responsible for CalGreen compliance Date JACK LIN Name of License Professional responsible for CalGreen compliance (Please Print) Phone JACK@RCUSA88.COM Email Address for License Professional responsible for CaIG reen compliance SECTION 2 — IMPLEMENTATION VERIFICATION Complete, sign and submit the competed checklist, including column 3, together with all original signatures on Section 2 to the Building Department prior to Building Department final inspection. I have inspected the work and have received sufficient documentation to verify and certify that the project identified above was constructed in accordance with this Green Building Checklist and in accordance with the requirements of the 2016 California Green Building Standards Code as adopted by the City of Cupertino. Signature of License Professional responsible for CalGreen compliance Date JACK LIN Name of License Professional responsible for CalGreen compliance (Please Print) Phone JACK@RCUSA88.COM Email Address for License Professional responsible for CaIG reen compliance Page 4 of 5 CalGreen_2016 doe revised 11112017 I Page 5 of 5 CalGreen 2016.doe revised 11112017 ❑ Projects with aggregate landscape areas less than 2,500 square feet may comply with the MWELO's Appendix D Prescription Compliance Option. A4.4 MATERIAL CONSERVATION AND RESOURCE EFFICIENCY Enhanced Durability and Reduced Maintenance 4.406.1 Rodent proofing. Annular spaces around pipes, electric cables, CSLB #1011892 4045 MORELAND WAY conduits, or other openings in plates at exterior walls shall be protected TEL: (408) 726-2956 CELL: (408) 391-7329 against the passage of rodents by closing such openings with cement mortar, CCFA1234@YAH 00. COM DRAFTER concrete masonry or similar method acceptable to the enforcing agency. 6805 WESTMOOR WAY SAN JOSE, CA 95129 Construction Waste Reduction, Disposal and Recycling 4.408.2 Construction waste management plan. Where a local jurisdiction 01 f"4111111�61� OWNER: does not have a construction and demolition waste management ordinance, a TEL: (408) 459-8385 EMAIL: guilin.chen@gmail.com construction waste management plan shall be submitted for approval to the TEL: (408) 459-8385 EMAIL: chensujoy@gmail.com enforcing agency. V co Building Maintenance and Operation 4.410.1 Operation and maintenance manual. At the time of final inspection, W an operation and maintenance manual shall be provided to the building < CDC occupant or owner. Q J V 4.410.2 Recycling by occupants. Where 5 or more multifamily dwelling units Z w O W m Z are constructed on a building site, provide readily accessible area(s) that = 00 � M V a serves all buildings on the site and is identified for the depositing, storage and ❑ El collection of non -hazardous material for recycling, including (at a minimum) 2013 RES. CALGREEN paper, corrugated cardboard, glass, plastics, organic waste, and metals, or DATE: 08/02/17 JOB NO. meet a lawfully enacted local recycling ordinance, if more restrictive. 11/03/17 ENVIRONMENTAL QUALITY 12/21/17 Fireplaces 4.503.1 General. Install only a direct -vent sealed -combustion gas or sealed ❑ wood -burning fireplace, or a sealed woodstove. Pollutant Control 4.504.1 Covering of duct openings and protection of mechanical 4 equipment during construction. Duct openings and other related air 5 distribution component openings shall be covered during construction. 6 4.504.2.1 Adhesives, sealants and caulks. Adhesives, sealants and caulks 7 shall be compliant with VOC and other toxic compound limits. 8 4.504.2.2 Paints and coatings. Paints, stains and other coatings shall be 9 compliant with VOC limits. 10 4.504.2.3 Aerosol paints and coatings. Aerosol paints and other coatings SHEET NO. shall be compliant with product weighted MIR Limits for ROC and other toxic DRAWN BY: compounds. 4.504.2.4 Verification. Documentation shall be provided to verify that ❑ compliant VOC limit finish materials have been used. Page 3 of 5 CalGreen 2016. doe revised 11112017 CONTRACTOR: CNE CONSTRUCTION INC. MR. CANFA CHEN CSLB #1011892 4045 MORELAND WAY SAN JOSE, CA 95130 TEL: (408) 726-2956 CELL: (408) 391-7329 Email: CCFA1234@YAH 00. COM DRAFTER Jack Lin 6805 WESTMOOR WAY SAN JOSE, CA 95129 TEL: (408) 218-0587 EMAIL: jack@rcusa88.com 01 f"4111111�61� OWNER: MR. GUILIN CHEN TEL: (408) 459-8385 EMAIL: guilin.chen@gmail.com MRS. SU CHEN TEL: (408) 459-8385 EMAIL: chensujoy@gmail.com LLI V co Z Lr) coW W 00 < CDC LV Z Q J V F Z w O W m Z = 00 � M V a oo ■ ♦_♦ V 2013 RES. CALGREEN CHECKLIST DATE: 08/02/17 JOB NO. ISSUE & REVISION 11/03/17 PLANNING REVIEVY 12/21/17 PLANNING COMM. 1 2 3 4 5 6 7 8 9 10 SHEET NO. CALIG DRAWN BY: FVI(::�TINIt-- TPFFC-- 58.00' KEEP (E) DRIVEWAY APPROACH KEEP (E) RIGHT OF WAY 838 Betlin Ave PLANTING PLAN SCALE 1/811= 1'-0" ELEV. REF My NORTH 0 5 10 20 JG TREE MOVE EW FRONT YARD TREE PLANT LEGEND �0 KEY Botanical Name Common Name QTY 51ze- Remarks 8' High minimum, 1 5' O.C. 8' High minimum, 150.C. 24" Box 24" Box L T I Arbutus 'Marina' Marina Arbutus 4 M T2 EIcu5 carlca 'M1551on' M1551on Fig, 1 L 51 Agave attenuate 'Nova' Blue Fox Tail Agave 3 1 Gal L 52 Cupre55u5 5empervlren5 Italian Cypress 21 15 Gal G' High minimum, 5' O.C. L 53 Daphne odora 'Marglnata' Winter Daphne 4 5 Gal L 54 Loropetalum chlnen5e White Fringe Flower 2 5 Gal L 55 Leuc05permum cord.'Yellow 15ird,Nodding pincu5hlon 3 5 Gal Ztnlnnni Kle1n1a 4 1 Gal L P3 5eneclo mandra115cae L P4 Zau5chnerla Callfornlca California fuch5la G 5 Gal L 50D- Llppla nodlflora Kurapla 11411 288 5F - Bark Mulch- Med. Grind Fir Bark L=Low; M= Moderate; H= High 51 INDICATES PLANT KEY 5 INDICATES PLANT QUANTITY NOTE: 1. TH15 PLANTING PLAN WILL 5UB5TITUE THE PREVIOUS PRIVACY PLANTING PLAN SUBMITTED. 2. EX15T1 NG TREE REMOVAL SEE A0. I DEMOLITION PLAN 3. GRADING INFORMATION SEE A0. I PLOT PLAN 4. IF LANDSCAPING 15 USED FOR PRIVACY SCREENING PURPOSES, IT SHOULD BE OF SUFFICIENT 51ZE AND OF AN APPROPRIATE 5PEC1 E5 TO PROVIDE SUCH PRIVACY WITHIN A TWO YEAR TIME FRAME. 4. 1. TREES SHOULD BE 24" BOX 51ZE AND 8' MINIMUM IN HEIGHT AT THE TIME OF PLANTING. 4.2. SHRUBS SHOULD BE 15 GALLON IN 51ZE AND G' MINIMUM HEIGHT AT PLANTING. 4. 3" MULCH THROUGH OUT THE AREA WITHOUT PAVING@. SUBMIT SAMPLES FOR REVIEW. ��NpSCgPF'9 KA0 Renewal Date G / 18/ 16 �Q DatA A F OF C PREPARED BY YI—LIANG KAO Landscape Architect, California, #4936 (510) 423-3626 yil iang.kao@gmail.com W (M) Z W D Cl) LU Z W 2 U a� > L0 Q r. _ C.1 m •— i 00 M CL 00 V PLANTING PLAN DATE: 5/25/18 JOB NO. ISSUE & REVISION 1 2/22117 1 4/13/ 18 2 G/18 18 3 4 5 SHEET NO. L� 1 DRAWN BY: VK w U 7 LL] IRRIGATION PLAN SCALE 1/811= 1'-0" - E\ C- r 58.00' Im KEEP (E) DRIVEWAY APPROACH KFFP (F) RIrHT OF WAY 838 Betl i n Ave 3/411 CONNECT TO WATER LINE ELEV REF NORrH 0 5 10 20 IRRIGATION LEGEND SYMBOL Station No. GPM Valve Size (New) (Inch) 25 3/4 Flow demand (GPM) 0.25 IRRIGATION MAIN SUPPLY, SCHEDULE 40 PVC PIPE. SIZE AS NOTED, 18" COVER NEW IRRIGATION LATERAL, CLASS 200 PVC PIPE 3/4 " OTHERWISE NOTED CONTROL WIRE, SLEEVE USE 1- 112'' SCHEDULE 40 PVC PIPE. 18'' COVER — — 2" PVC sleeve, typ. FEBCO 825YA-BV-2" REDUCED PRESSURE © BACKFLOW FREVENTOR RAINBIRD E5T45MTEI 4 STATION INDOOR FC I MOUNTED CONTROLLER W/ WAETHER SENSOR. WALL MOUNT AS DIRECTED BY OWNER. NEW IRRIGATION REMOTE CONTROL VALVE IN VALVE BOX(NEW): IRRITROL 700 SERIES, SIZE AS NOTED. Y❑ I " WYE STRAINER BALL VALVE NEW IRRIGATION DRIP VALVE ASSEMBLY IN VALVE BOX(NEW): RAINBIRD XCZ-075-PRF DRIP LINE RAINBIRD XF5-09- 1 8- 100 RAINBIRD XQF-75- 1 8- 1 00 p RAINBIKD OPERIND SYMBOL EQUIPMENT GPM PSI DRAWN BY: PRESSURE COMP. BUBBLER 0.25 20-90 RAINBIRD 140 1 5ULLER5 0.25* NOTE2 NOTE: 1. IRRIGATION PLAN IS DIAGRAM ONLY, ALL PIPES AND VALVES SHALL BE INSTALLED WITHIN THE PROPERTY LINE. VERIFY THE LOCATIONS FOR ADEQUATE SPACE AND DEPTH PRIOR TO INSTALLATION. 2. TWO 0.25 GPM BULLER5 PER PLANT, PLACE AT OPPOSITE SIDE Of PLANT. 3. If WATER METER PRESSURE IS HIGHER THAN 901`51, A PRE5URE REGULATOR SHOULD BE INSTALLED TO ENSURE THE PRESSURE Of THE SYSTEM IS WITHIN THE MANUFACTUKEE'5 RECOMMENDATION. ��NpSCgPF'9 KA0 w m J- $I nat re 1 //3 0 Renewal Date �Q- �,, DatA A� F OF C PREPARED BY YI—LIANG KAO Landscape Architect, (510) 423-3626 yil iang.kao@gmail.com California, #4936 W U Z w Cn Lu Z W 2 U � r > L0 a V i 00 M CL 00 V IRRIGATION PLAN DATE: 6/18/18 JOB NO. ISSUE & REVISION 12/22/17 1 4/13/ 18 2 6/18/18 3 4 5 6 7 8 9 10 11 SHEET NO. L�2 DRAWN BY: YK Maximum Applied Water Allowance: Reference Evapotranspiration (ETo) 46.3 Cupertino ETWU ETWU ETWU MAWA ETWU ETWU requirement requirement requirement requirement requirement requirement anting Irrigation Landscape Area Water Use Description Plant Factor (PF) Irrigation Method Efficiency (IE) ETAF (PF/IE) (LA) (sq. ft.) ETAF x Area (ETWU) Z Regular Landscape Areas r 58.00' Zone 1 0.3 Drip 0.81 0.370 1,285 475.93 13,662 ---------------------------------------- Zone 2 0.6 Drip 0.81 0.741 118 87.41 2,509 Zone 3 0.3 Drip 0.81 0.370 353 130.74 3,753 J' I Zone 4 0.3 Drip 0.81 0.370 306 113.33 3,253 0 r Totals 2,062 807.41 23,177 jm j 1 Special Landscape Areas (SLA): Recycled Water 1) low water use plants 1 427 427 12,257 = ' I 2) medium water use plants 1 0 0 3) medium water use plants 1 0 0 0 2 Totals 427 427 12,257 jS LA I Estimated Total Water Use (ETWU) 23,177 Maximum Allowed Water Allowance (MAWA) 38,071 T F-17 T1 j I-- -- --- -- -- --- —--------------- —-- --- — — � j Plant Water Irrigation Use Type Plant Factor Irrigation method Efficiency TOTAL LANDSCAPE AREA 2489 SF very low 0-0.1 overhead spray 0.75 jIQ I I low 0.1-0.3 drip 0.81 medium 0.4-0.6 high 0.7-1.0 MAWA (annual gallons allowed)= (Eto) (0.62) [(ETAF x LA) + ((1-ETAF) x SLA)] where 0.62 is a conversion factor that converts acre -inches per acre/year to gallons per sq. ft./year. LA is the total landsape area in sq. ft, SLA is the total special landscape area in sq. I 'nj I 'n ift., and ETAF is .55 for residential areas and 0.45 for non residential areas. CD O I I I _ I I I � Landscape and Irrigation Design Statement: I I I The construction area of site is relative level. The site has less than W 2,500 sq. ft. of total landscape area. The new planting and irrigation system has been designed to current water conserving Z standards including: W _ _ I 1) Primarily drought resistant plantings grouped by hydrozone. >o Q Q LO L— — — J 2) Soil mulching for water retention and weed control. I o ° 3) Irrigation zoning. V 3 ° - z Z 2 J 4) Microprocessor style controller with repeat cycles and water W ° -1 budgeting features. m ° UJ 5) Low volume precision type irrigation spray heads. }' ° �300 Thus, the actual water use for the landscape irrigation on this site Z Z Z can stay within the Maximum Applied Water Allowance. 00 KEEP (E) DRIVEWAY APPROACH All requirements of Table 14.15.050 (C) of the Water Efficient UJ KEEP RIGHT OF WAY E) ( Landscape Ordinance have been met. P (E)Beflin 838 Ave 1111. REF "oRT" V IRRIGATION SCHEDULE: 0 5 10 20 The base -line irrigation schedule for a maximum -use week (mid-July): It is to be evaluated and adjusted seasonally and empirically as needed to insure plant health and to minimize water waste. The irrigation schedule takes into consideration: - Hydrozone water requirements IRRIGATION - Evapotranspiration rates ZONE PLAN HYD ROZO N E DIAGRAM - Soil water holding capacity DATE: 6/18/18 - Depth of root zone SCALE 1 "= 10 1-011 - Allowable soil water depletion amount - Soil infiltration rate JOB No. IRRIGATION NOTES: - Irrigation precipitation rate ISSUE & REVISION 12122117 I. THE DESIGN IS COMPLIED WITH THE CRITERIA OF THE WATER CONSERVATION IN LANDSCAPING 1 4/13/ 18 ORDINANCE AND APPLIED THEM 6/18/18 Valve Stations I Hydrozones 1 -Tree Area ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION AND LANDSCAPE DESIGN PLANS. 3 2. IRRIGATION IS LIMITED TO BETWEEN 8 PM AND 10 AM. Two starts per day, 15 minutes per start (30 minutes/day), two day 4 5 per week. 6 IRRIGATION WATER BUDGET CALCULATIONS: THE FOLLOWING IS AN OUTLINE OF THE IRRIGATION WATER REQUIREMENTS WE ANTICIPATE FOR THE Valve Stations I Hydrozones 2 Shrub and Tree areas. 7 8 NEW RESIDENCE PROJECT AT 10356 MENHART LANE. THESE CALCULATIONS ARE PROVIDED AS Two starts per day, 10 minutes per start (20 minutes/day), two day 9 REQUESTED UNDER THE "WATER EFFICIENCY LANDSCAPE ORDINANCE" REQUIREMENTS FOR THIS per week. 10 11 �NOSCAPF PROJECT. .KAO Valve Stations I Hydrozones 3 Shrub and Pennial areas. W� r, ' s, PREPARED BY SHEET NO. v YI-LIANG KAO One starts per day, 10 minutes per start ( 10 minutes/day), two day , ,3SI�o • THIS PROJECT CONSISTS OF NEW LANDSCAPE AND IRRIGATION IN CONJUNCTION WITH THE DEMOLITION Landscape Architect California, #4936 Renewal Date per week. 510 423- 3626 OF AN EXISTING RESIDENCE AND THE CONSTRUCTION OF A NEW RESIDENCE IN ITS PLACE. Dat6 ( ) �TFOFCA��F�� L�3 yiliang.kao@gmail.com Valve Stations I Hydrozones 4 — Turf areas. Two starts per day, 8 minutes per start (16 minutes/day), three days DRAWN BY: YK per week. PLANTING NOTES I . THE WORK AS INDICATED ON THIS PLAN INCLUDES ALL LABOR, MATERIALS, TOOLS, EQUIPMENT, AND SERVICES REQUIRED TO COMPLETE THE LANDSCAPE PLANTING AS SHOWN. 2. IT IS THE CONTRACTORS RESPONSIBILITY TO INSURE THAT THE LATEST REVISED SET OF PLANS IS BEING UTILIZED AT THE TIME OF THE LANDSCAPE INSTALLATION. CONTACT THE LANDSCAPE ARCHITECT FOR CONFIRMATION OF CURRENT REVISION NUMBER AND DATE. AFTER THE INSTALLATION, ANY CHANGES NECESSARY TO CONFORM TO THE CURRENT PLANS MAY BE THE RESPONSIBILITY OF THE CONTRACTOR. 3. TREE PROTECTTION: IRRIGATION NOTES A. NO STORAGE OR PARKING VEHICLES, BUILDING MATERIALS, REFUSE, EXCAVATED SPOILS OR DUMPING OF POISONOUS MATERIALS ON OR AROUND TREES AND I . THE WORK AS INDICATED ON THIS PLAN INCLUDES ALL LABOR, MATERIALS, TOOLS, EQUIPMENT, AND SERVICES REQUIRED TO ROOTS. COMPLETE THE LANDSCAPE IRRIGATION AS SHOWN. THE IRRIGATION SYSTEM SHALL BE INSTALLED BY A LICENSED LANDSCAPE CONTRACTOR B.SAW CUT ALL TREE ROOTS EQUAL OR LARGER THAN 2" WHEN CUTTING OF TREE ROOTS BECAUSE OF UTILITY TRENCHING, FOUNDATION DIGGING, PLACEMENT OF WHO SHALL OBTAIN ALL NECESSARY PERMITS AND PAY ALL REQUIRED FEES. CURBS AND TRENCHES AND OTHER MISCELLANEOUS EXCAVATIONS. 2. THIS SYSTEM IS PARTIALLY DIAGRAMMATIC AND DOES NOT NECESSARILY INDICATE ALL OFFSETS OR FITTINGS REQUIRED FOR A 4. REMOVE ALL TREES AND VEGETATION EXCEPT THOSE INDICATE TO REMAIN. CLEAR AND GRAB THE SITE. CLEAR ALL NEW PLANTING AREAS OF ROCK, CLODS, COMPLETE SYSTEM. AND DEBRIS GREATER THAN I " IN DIAMETER, RAKE SMOOTH TO DRAIN. UNLESS NOTED OTHERWISE, PROVIDE 2% MINIMUM POSITIVE SURFACE DRAINAGE IN 3. ADJUST ALL HEADS TO PROVIDE PROPER COVERAGE AND TO ELIMINATE EXCESSIVE OVERSPRAY. THE CONTRACTOR SHALL BE ALL AREAS. DO NOT DRAIN TOWARDS BUILDINGS. NO LOW SPOTS HOLDING STANDING WATER WILL BE ACCEPTED UNLESS NOTED OTHERWISE. RESPONSIBLE FOR COMPLETE AND UNIFORM COVERAGE. 5. FINE GRADE SOIL TO I " BELOW TOP OF CURBS AND WALKS AT PLANTING AREAS. 4. THIS SYSTEM IS DESIGNED TO OPERATE ON AN EXISTING STATIC WATER PRESSURE OF AT LEAST 30 P.S.I., AND AN AVAILABLE WATER G. PLANTS SHALL BE AS SPECIFIED IN THE PLANT LIST ON THE PLAN, TRUE TO SPECIES AND VARIETY, AND SHALL BE HEALTHY, VIGOROUS ROOT STOCK, SUPPLY OF 8 G.P.M.; VERIFY PRIOR TO CONSTRUCTION AND NOTIFY THE LANDSCAPE ARCHITECT IF LESS. FREE OF INSECTS AND DISEASE. ALL PLANT STOCK SHALL BE PROCURED FROM A STATE CERTIFIED NURSERY. ANY PLANT DELIVERED TO THE JOB SITE WHICH 5. ALL IRRIGATION EQUIPMENT SHALL BE ADJUSTED TO AVOID CONFLICT WITH UTILITY BOXES, ELECTROLIERS, FIRE HYDRANTS, ETC. SEE IS FOUND TO BE NOT TRUE TO NAME OR IN UNSUITABLE CONDITION SHALL BE REJECTED AND REPLACED WITH SUITABLE STOCK. SEPARATE DRAWINGS FOR FURTHER INFORMATION. 7. QUANTITIES NOTED IN THE PLANT LEGEND ARE FOR CONVENIENCE ONLY. VERIFY THE QUANTITIES AS PER PLAN. G. EXERCISE EXTREME CARE WHEN TRENCHING NEAR EXISTING TREES TO PREVENT ROOT DAMAGE. HAND TRENCH IF NECESSARY. 8. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL INSPECT THE SITE. REPORT ANY DISCREPANCIES TO THE LANDSCAPE ARCHITECT FOR A 7. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL INSPECT THE SITE. REPORT ANY DISCREPANCIES BETWEEN THIS DESIGN DECISION. COORDINATE TREE PLANTING WITH UNDERGROUND UTILITY LOCATIONS TO AVOID CONFLICT. REPORT ANY BUILDING OR FREESTANDING SIGNAGE, SCALED DRAWING AND THE ACTUAL SITE CONDITIONS TO THE LANDSCAPE ARCHITECT FOR A DESIGN DECISION. OR OVERHEAD UTILITIES NOT SHOWN ON THESE PLANS THAT MAY CONFLICT WITH THE TREE OR SHRUB LOCATIONS SHOWN ON THESE PLANS, OR THEIR 8. ALL WORK IS TO CONFORM TO STATE AND LOCAL CODES. FUTURE GROWTH. THERE ARE OFTEN UNDERGROUND UTILITY VAULTS, ABOVE GRADE UTILITY BOXES, FIRE RISERS, BACKFLOW PREVENTERS, LIGHT POLES, FIRE 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES CAUSED BY OR DURING THE PERFORMANCE OF HYDRANTS, FENCING, CONCRETE FOOTINGS, FIELD CHANGES TO THE SITE OR BUILDINGS, OR OTHER ITEMS NOT SHOWN ON THESE PLANS THAT MAY HIS WORK. REPAIRS SHALL BE MADE AT NO COST TO THE OWNER. CONFLICT WITH THE PLANTING AS SHOWN. SOME FIELD ADJUSTMENT OF PLANT MATERIAL MAY BE NECESSARY AND IS ALLOWED, BUT THE FINAL LOCATION OF 10. ALL PIPE SHALL HAVE A ROCK FREE UNIFORM BED THE ENTIRE LENGTH OF EACH LINE; OTHERWISE BED IN SAND OR OTHER FINE ROCK ALL PLANT MATERIAL IS AT THE DISCRETION OF THE LANDSCAPE ARCHITECT. FREE MATERIAL. SNAKE ALL PIPE IN TRENCHES AT THE TIME OF INSTALLATION. LINES UNDER PAVING SHALL BE INSTALLED AT A 24 INCH 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE RESULTING FROM HIS OPERATIONS AND SHALL REPLACE OR REPAIR SUCH DAMAGED WORK MINIMUM DEPTH WITH A 95% MINIMUM COMPACTION SAND BACKFILL. AT HIS OWN EXPENSE. COORDINATE ALL WORK WITH OTHER TRADES WORKING ON THE SITE TO AVOID CONFLICT. 1 1. SOLVENT WELD ALL PLASTIC PIPE AS PER MANUFACTURERS PUBLISHED INSTRUCTIONS. USE PRIMER DURING IRRIGATION SUPPLY LINE 10. INSURE THAT ANY NECESSARY TREE REMOVAL PERMITS ARE OBTAINED PRIOR TO REMOVAL OF ANY EXISTING TREES. EXISTING TREES TO REMAIN SHALL BE INSTALLATION. USE DOUBLE LAPPED TEFLON TAPE ON ALL THREADED CONNECTIONS. PROTECTED DURING CONSTRUCTION PER CITY STANDARDS AND AS RECOMMENDED BY THE LANDSCAPE ARCHITECT I CONSULTING ARBORIST. 12. ALL VALVES AND AS MUCH PIPING AS POSSIBLE SHALL BE INSTALLED IN PLANTING AREAS. COMMON TRENCH WHERE POSSIBLE WITH A 1 1. THE TREES AND SHRUBS SHALL BE PLANTED AT THE LOCATION MATCHING THE CENTER POINT AS MARKED, OR THE CENTER OF THE CIRCLE, AS GRAPHICALLY MINIMUM HORIZONTAL DISTANCE OF 4 INCHES BETWEEN LINES AND WITH NO LINE ABOVE ANOTHER. FLUSH ALL LINES PRIOR TO INSTALLING DRAWN ON THESE PLANS. TREES SHALL NORMALLY BE PLANTED OPPOSITE PARKING LOT STRIPING AS SHOWN. PAY CLOSE ATTENTION TO COORDINATION OF EXACT HEADS. PLANT MATERIAL PLACEMENT AT ARCHITECTURAL OR SITE FEATURES SUCH AS WINDOWS AND WALLS. 13. PRESSURE CHECK THE MAIN PRESSURE SUPPLY LINE WITH VALVES INSTALLED PRIOR TO BACKFILLING AND REPAIR AS REQUIRED. 12. USE ALL MEANS NECESSARY TO PROTECT PLANT MATERIALS BEFORE, DURING, AND AFTER INSTALLATION AND TO PROTECT THE INSTALLED WORK AND MATERIALS 14. THE CONTRACTOR SHALL CONDUCT AN IRRIGATION SYSTEM COVERAGE TEST PRIOR TO PLANTING. THERE WILL BE A FINAL IRRIGATION OF ALL OTHER TRADES. WHEN IT IS NOT FEASIBLE TO INSTALL PLANT MATERIALS IMMEDIATELY, THEY SHALL BE PROTECTED AND MAINTAINED IN GOOD CONDITION. INSPECTION CONDUCTED BY THE LANDSCAPE ARCHITECT PRIOR TO THE BEGINNING OF THE MAINTENANCE PERIOD. NURSERY STOCK IN CONTAINERS SHALL BE WATERED REGULARLY AND PLACED IN A COOL AREA PROTECTED FROM EXCESS SUN AND WIND. 15. IF ANY IRRIGATION HEADS SUFFER FROM LOW HEAD DRAINAGE, INSTALL PVC IN-LINE CHECK VALVES EQUAL TO "KING BROS." BELOW 13. PRIOR TO PLANTING, THE SOIL SHALL BE CULTIVATED, CLEAN AND GRUBBING TO REMOVE UNWANTED EXISTING SHRUB AND GROUND COVER. EACH HEAD AS NECESSARY TO ELIMINATE DRAINAGE; OR INSTALL SPRINKLER HEAD BODIES WITH BUILT-IN CHECK VALVES. 14. UNLESS CONTRADICTED BY A SOILS TEST, ALL AREAS TO BE PLANTED SHALL HAVE NITROGEN STABILIZED SOIL AMENDMENT (G CU. YDS. PER 1 000 SQ. FT.) AND I G. CONTROL WIRES SHALL BE UL APPROVED DIRECT BURIAL WIRE OF # 14 SIZE MINIMUM. LEAVE 24 INCH EXCESS COILS AT ALL VALVES, THE FOLLOWING FERTILIZERS SPREAD AND ROTOTILLED INTO THE TOP G INCHES OF SOIL: TURNS, AND AT 200 FOOT INTERVALS. GATHER WIRES INTO BUNDLES AND TAPE AT 20 FOOT INTERVALS. LAY WIRE NEXT TO THE PIPING I G -G-8 AT 15 LBS. PER 1000 SQ. FT. WHEN POSSIBLE. SOIL SULFUR AT 10 LBS. PER 1000 SQ. FT. 17. INSTALL THE CONTROLLER AS LOCATED ON THE DRAWING. THE OWNER SHALL PROVIDE I 10 VOLTAGE SERVICE TO THE CONTROLLER. uj APPROXIMATELY 30 DAYS AFTER PLANTING, AMMONIUM SULFATE (21-0-0) SHALL BE UNIFORMLY BROADCAST OVER THE SOIL SURFACE AT THE RATE OF 5 LBS. PER THE IRRIGATION CONTRACTOR SHALL MAKE THE FINAL HOOK-UP TO THE CONTROLLER. 1,000 SQ. FT. WHEN THE LANDSCAPE IS DRY AND WATERED -IN PROMPTLY WITH A THOROUGH IRRIGATION. REPEAT AGAIN IN 45 TO GO DAYS. 16. ATTACH A TYPEWRITTEN LEGEND INSIDE THE CONTROLLER DOOR STATING THE AREAS COVERED BY EACH REMOTE CONTROL VALVE. THE ABOVE AMENDMENT RECOMMENDATIONS ARE NOT BASED ON A HORTICULTURAL SOILS ANALYSIS. IF AN ANALYSIS OF THE FINAL LANDSCAPE SOILS IS PERFORMED 13. WHEN THE CONSTRUCTION WORK HAS BEEN COMPLETED, THE ENTIRE WORK SITE SHALL BE CLEANED OF ALL DEBRIS AND RUBBISH PRIOR TO THE LANDSCAPE INSTALLATION, REVIEW ANY AMENDMENT RECOMMENDATIONS THAT DIFFER FROM THE ABOVE WITH THE LANDSCAPE ARCHITECT FOR RESULTING FROM THE OPERATIONS, AND LEFT IN A NEAT AND ORDERLY CONDITION. Z POSSIBLE MODIFICATIONS TO THIS REGIME. 20. THE CONTRACTOR SHALL PROVIDE THE OWNER WITH A CLEAN SET OF MARKED PRINTS AS "AS -BUILT" DRAWINGS. ALSO SUPPLY THE 15. UNLESS CONTRADICTED BY A SOILS TEST,FOK SOILS LESS THAN G% ORGANIC MATTER IN THE TOP G INCHES OF SOIL, INCORPORATE COMPOST AT A RATE OF AT OWNER WITH A MANUAL SHOWING ALL MANUFACTURERS NAMES, CATALOG NUMBERS, CATALOG CUTS, AND TECHNICAL DATA FOR ALL LEAST FOUR (4) CUBIC YARDS PER 1,000 SQ. FT. TO A DEPTH OF G INCHES INTO LANDSCAPE AREA. EQUIPMENT. O o Q O I G. A MINIMUM 3 -INCH LAYER OF MULCH SHALL BE APPLIED ON ALL EXPOSED SOIL SURFACES OF PLANTING AREAS EXCEPT TURF AREAS, CREEPING OR ROOTING 2 1. AFTER THE SYSTEM HAS BEEN COMPLETED, INSPECTED AND APPROVED, INSTRUCT THE OWNERS MAINTENANCE PERSONNEL IN THE GROUNDCOVERS, OR DIRECT SEEDING APPLICATIONS WHERE MULCH IS CONTRAINDICATED, OR MARKED AS GRAVEL AREA ON THE PLAN. OPERATION AND MAINTENANCE OF THE IRRIGATION SYSTEM. 17. MOWED LAWN AREAS SHALL BE 'BONSAI' DOUBLE DWARF TALL FESCUE MIX SOD (OR APPROVED EQUAL) WHERE NOTED. INSTALL AS PER GROWERS PUBLISHED 22. THE CONTRACTOR SHALL GUARANTEE THE ENTIRE IRRIGATION SYSTEM FOR ONE YEAR FROM DEFECTIVE MATERIALS AND INSTRUCTIONS. SOD SHALL BE HEALTHY AND VIGOROUS, FREE OF INSECTS, DISEASE, SEEDS AND THATCH, AND CUT WITHIN 24 HOURS OF DELIVERY. JOINTS SHALL BE WORKMANSHIP. REPAIR THE SYSTEM AND ANY DAMAGE TO THE SITE AT NO COST TO THE OWNER. Q Cn V W O BUTT TIGHT AND STAGGERED WITH NO SPACES GREATER THAN 1 1 4 INCH IN WIDTH. INSTALL PARALLEL TO GRADE CONTOURS. 23. A DIAGRAM OF THE IRRIGATION PLAN SHOWING HYDROZONES SHALL BE KEPT WITH THE IRRIGATION CONTROLLER FOR SUBSEQUENT m 16. WATER THE SOD THOROUGHLY AND ROLL TO A SMOOTH, EVEN, WELL -DRAINED SURFACE. KEEP ALL SOD AREAS MOIST FOR A MINIMUM OF 10 DAYS AFTER MANAGEMENT PURPOSES INSTALLATION. REPAIR ALL LOW SPOTS, AND RE -SOD AREAS THAT DID NOT TAKE. 24. A CERTIFICATE OF COMPLETION SHALL BE FILLED OUT AND CERTIFIED BY EITHER THE DESIGNER OF THE LANDSCAPE PLANS, IRRIGATION i M 19. ALL SHRUB AND GROUND COVER AREAS SHALL BE COVERED WITH A 2 INCH LAYER OF SINGLE COURSE GRIND SHREDDED REDWOOD BARK (GORILLA HAIR). PLANS, OR THE LICENSED LANDSCAPE CONTRACTOR FOR THE PROJECT SUBMIT A SAMPLE FOR APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO SPREADING ON SITE. 25. AN IRRIGATION AUDIT REPORT SHALL BE COMPLETED AT THE TIME OF FINAL INSPECTION. 20. PLANT ALL GROUND COVERS WITHIN I FOOT OF SHRUBS AND 18 INCHES OF ALL TREES. UNLESS NOTED OTHERWISE, GROUND COVER IS TO BE PLANTED IN ALL 2G. AUTOMATIC WEATHER -BASED OR SOIL -MOISTURE BASED IRRIGATION CONTROLLERS SHALL BE INSTALLED ON THE IRRIGATION SYSTEM. Z C CO V uj SHRUB PLANTING AREAS EVEN IF THERE IS NO GROUND COVER CALL -OUT SYMBOL. 27. PRESSURE REGULATORS SHALL BE INSTALLED ON THE IRRIGATION SYSTEM TO ENSURE DYNAMIC PRESSURE OF THE SYSTEM IS WITHIN 2 1. AFTER PLANTING OPERATIONS HAVE BEEN COMPLETED, THE CONTRACTOR SHALL REMOVE ALL TRASH, EXCESS SOIL, EMPTY PLANT CONTAINERS, AND OTHER THE MANUFACTURER'S RECOMMENDED PRESSURE RANGE. DEBRIS FROM THE WORK SITE. ALL SCARS, RUTS, AND OTHER MARKS IN THE AREA CAUSED BY THE PLANTING OPERATIONS SHALL BE REPAIRED AND THE ENTIRE SITE 28. MANUAL -SHUT-OFF VALVES SHALL BE INSTALLED AS CLOSE AS POSSIBLE TO THE POINT OF CONNECTION OF THE WATER SUPPLY. V LEFT IN A NEAT AND ORDERLY CONDITION. 29. AREAS LESS THAN I 0 -FEET IN WIDTH IN ANY DIRECTION SHALL BE IRRIGATED WITH SUBSURFACE IRRIGATION OR OTHER MEANS THAT 22. THERE SHALL BE INSPECTIONS DURING THE PROGRESS OF THE WORK AS REQUIRED, AN INSPECTION TO BEGIN THE MAINTENANCE PERIOD, AND A FINAL PRODUCES NO RUNOFF OR OVERSPRAY. INSPECTION. UPON COMPLETION OF THE LANDSCAPE INSTALLATION, AND UPON APPROVAL OF THE LANDSCAPE ARCHITECT OR OWNER, THE CONTRACTOR SHALL 30. AT THE TIME OF FINAL INSPECTION, THE PERMIT APPLICANT MUST PROVIDE THE OWNER OF THE PROPERTY WITH A CERTIFICATE OF REQUEST A FINAL REVIEW AND ACCEPTANCE OF THE WORK BY THE LANDSCAPE ARCHITECT OR OWNER. THERE ARE ALSO SPECIAL INSPECTION REQUIREMENTS REQUIRED COMPLETION, CERTIFICATE OF INSTALLATION, IRRIGATION SCHEDULE OF LANDSCAPE AND IRRIGATION MAINTENANCE. BY THE CITY. SEE SEPARATE NOTES. NOTES & DETAILS DATE: 5/13/18 JOB NO. ISSUE & REVISION 1 2 3 4 5 6 7 8 9 10 NpSCA '911 �'G�0 ��0 PREPARED BY J - $I nchre Yl-LIANG KAO • 1 o. aenewtLandscape Architect, California, #4936 newal'Date s 6118 iib �� (510) 423-3626 � DOtA ATF OF�F�� CA� yiliang.kao@gmad.com SHEET N0. - L4 DRAWN BY: )YK NOTES: 1. INSTALLATION Of REDUCED PRESSURE BACKFLOW PREVENTER SHALL CONFORM TO BARK MULCH -2" DEPTH CLEAR FROM TRUNK 5TANDARDF5 OF CITY AND WATER DISTRICTS. OF TREE 2. CONTRACTOR SHALL TEST BACKFLOW DEVICE IN PRESENCE OF PROJECT MANAGER PLANT SHRUBS I "HIGHER ELECTRIC REMOTE CONTROL VALVE (RCV) PRIOR TO ACCEPTANCE. J AND TREE 2" HIGHER ER VALVE BOX PRESSURE DRIP WYE STRAINER REGULATOR VALVE BACKFLOW PREVENTER ENCLOSURE REDUCED PRESSURE BACKFLOW THAN SURROUNDING SOIL r-tL—__ — _ — -- �J� I I ALLOW G" MINIMUM INTERIOR PREVENTER ASSEMBLY EARTH BERM FOR I / \ I 1w CLEARANCE AT TOP, -------- ENDS AND SIDES _ GATE VALVE, TYP. 3"-4" WATER BASIN, 3'-4' Cm \ MIN. DIAMETER I I SUPPLY LINE I " FINISH GRADE j II II II 1 clr THREADED BRASS OR COPPE 1 -1 /2" DRAIN ROCK PAD --�— — ----------LT— FITTINGS AND RISERS 3G"X24"X9" DEEP AMENDED SOIL BACKFILL IN a I� SUPPLY LINE I UNION TOP 3 DEPTH �~ 4" THICK CONCRETE PAD EXTEND 4 BEYOND OUTSIDE FERTILIZER TABLETS [_____� f l IflUsh FINISH GRADE SHRUBS ONLY (SEE SPECS) DIMENSIONS OF ENCLOSURE, * 2" CLEARANCE ON ALL SIDES EXCEPT HINGED SIDE ALLOW G" DEPTH OF PLANTING HOLE, PAD SHALL HAVE BROOM FINISH ' j ROOT BALL SCARIFY WALLS. ELEVATION' 3 POINT OF CONNECTION FROM SEE IRRIGATION +00 *5 GAL) DRIP VALVE ASSEMBLY WATER METER SIZE PER PLAN, fill LEGEND FOR DEPTH +9"(15 GAL, 241_30) NATIVE BACKFILL (SEE SPECS) VERIFY IN THE FIELD SET ROOTBALL FIRMLY ON UNDISTURBED OR PVC MAIN LINE RECOMPACTED NATIVE SOIL PVC MALE ADAPTER TO RCV'5 BRASS 900 ELL, TYP. METAL PIPE, THREADED CONNECTION PLANT HOLE TREE and SHRUB PLANTING 1 1 DIAMETERS 15 GAL: 3'-G" I GAL: I -G" BACKFLOW PREVENTER NOT TO SCALE 24" BOX: 4'-G" 5 GAL: 2'-0" NOT TO SCALE 3G" BOX: G'-0" NOTES: . SPRINKLERS WITH BUILT-IN CHECK VALVES OPERABLE ONLY WHEN INSTALLED BY BOTTOM INLET. I G" WOOD STAKE(S) 3 PER TREE, 2. CAPS SHALL BE VANDAL -PROOF. NOTE: CONTROLLER FOR FENCING AROUND TREE. 3. INSTALL SPRINKLERS PER MANUFACTURER'S ALL ELECTRICAL TO BE INSTALLED SEE PLAN. INSTRUCTIONS. AS PER NATIONAL ELECTRICAL CODE (NEC) FIN. I/2" o Lu GRD. 12" MIN LQ E THA THE LOWS T BRANCH — ADJACENT PAVING APPLY SEALANT TO CONDUIT OPENINWATER G5PENETRATION,TOETYP. 42" CONTROL WIRE Z G" CLR OR HEADER WIRE r -6 CLRCOMMON POP-UP SPRAY SPRINKLER PEDESTAL W 0 WIRE MESH AROUND TREE, = CONCRETE BASE �'�, ANCHOR BOLTS (4) Q Q Lo 5' G" OVERLAP 12" MIN. 1/2" PVC 5CH. 80 RISER, THREADED �� \ —3" � �'� � SWEEP ELL � i Q 1=3� FINISH GRADE � ; �� (� •— C) G" CLR 112" PVC 5CH. 40 ELL, THREADED O : . ' O 112" FLEX PIPE, THREADED va les PVC OR POLYETHYLENE, G" MIN. PV MALE ADAPTER, THREADED varies Z 00 C m SEE DETAILFLANTG, PVC LATERAL LINE AND TEE (5x5xT) OF DIRECT BURIAL WIRES W V (TO REMOTE CONTROL VALVES) SECTION &LNTO RUB POP-UP SPRAY HEAD REE PROTECTION 2 OT SCALE CONTROLLER DETAIL NOT TO SCALE LOW VOLTAGE IRRIGATION WIRING NOT TO SCALE VALVE BOX W/ LOCKING LID NEATLY COIL EXCESS WIRING SEE SPECIFICATIONS WIRE CONNECTOR REMOTE CONTROL VALVE NOTES: / W/SCH. 80 NIPPLES 3/4" MIN. SPRINKLERS WITH BUILT-IN CHECK VALVES OPERABLE FINISH GRADE DETAILS ONLY WHEN INSTALLED BY BOTTOM INLET. 2. CAPS SHALL BE VANDAL -PROOF. INSTALL SPRINKLERS PER MANUFACTURER'S UNION GLUED IN DATE: 5/13/18 STRUCTIONS. 12" MIN. 5CH. 40 PVC LATERAL LINE � � 450 ELBOW JOB No. I /2" FIN. 5CH. 40 OR CLASS 3 15 ISSUE &REVISION GRD' ONEILEGEND MAINLISPEC.) ADJAC T PAVING 5CH. 80 SLIP X 18" MIN. 1 OR ADER THREAD COUPLING 3" MIN. 2 OP -UP SPRAY SPRINKLER 5CH. 80 NIPPLE 3 45 G" PEA GRAVEL UNION dr. 3/4" PVC 5CH. 80 RISER, THREADED COMMON BRICK - ON O3/4' VC 5CH. 40 ELL, THREADED AT EACH CORNER6 \_ 5CH. 40 PVC 450 O ELBOW 7 8 " I /2 LOW VOLT. RACEWAY 3/4" FLEX PE, THREADED 5CH 40, GRAY 9 PVC OR PO L THYLENE, G" MIN. .Nps APF 10 PVC MALE ADAP THREADED NOTES: 5CH. 40 PVC TEE AT MAINLINE O� G KAO � '#?� �� PREPARED BY 11 PVC LATERAL LINE A TEE (Sx5xT) VALVE BOX SHALL HOLD MULTIPLE VALVES z� v' YI—LIANG KAO SHEET NO. 2. DISTANCE FROM EDGE OF CONCRETE TO EDGE 0 /3S1 0 OF BOX TO BE 2' _ aenewalD. 6118 /16 Landscape Architect, California, 423-3626 #4936 L�5 Date yTF (510) REMOTE CONTROL VALVE oFcA��F yiliang.kao@gmail.com AWN POP-UP SPRAY HEAD rJ DRAWN BY: YK 3 NOT TO SCALE NOT TO SCALE