The URL can be used to link to this page

Approval Set . . . . . . . . . . . . . . . . . . . . . . . . . . . A. PROPERTY OWNER SHALL RECORD A pM M M(C� MOO E MUM0 IP MJK�u DLa45a 4G EE HIE13. ME . . o Community Development Department y p p COVENANT ON THE PROPERTY FOR THE JOB LOCATION: 10618 GASCOIGNE DRIVE 1. A PLOT PLAN SHALL BE PREPARED DESCRIBING THE . . .0 Planning Division - Cupertino 1. APPROVAL OF THESE PLANS DOES NOT RELEASE THE '.'.' .'. . . �i _ _ _ NEW TREES/SHRUBS PLANTED FOR OWNER AND/OR CONTRACTOR OF THE RESPONSIBILITY JURISDICTION: CITY OF CUPERTINO RELATIONSHIP OF PROPOSED GRADING AND UTILITY CUPLRTINO APPROVED _ 13 � ' 19 \ _� PURPOSE OF REQUIRED REPLACEMENT FOR THE CORRECTIONS OF MISTAKES ERRORS OR APN: 375-22-024 TRENCHING TO THE TREES DESIGNATED FOR '. . . .8 ` � / \_ / 57.03' P.L.1_ / __ - / -- ,-�-- PRESERVATION. CONSTRUCTION AND GRADING SHOULD m Case # R-2022-004, / __ �_ - / \/ \ / TREES, PRIVACY PROTECTION, AND COMMISSIONS CONTAINED THEREIN. IF DURING THE CONST. TYPE VB NOT SIGNIFICANTLY RAISE OR LOWER THE GROUND LEVEL . . . . . . . . . .(n n /( I COURSE OF CONSTRUCTION IMPROVEMENTS, PUBLIC S.'.T t!'.'D i.'.O._ 7 \/ \I II o o Y o \ REQUIRED FROM YARD TREE. FIRE SPRINKLER YES BENEATH TREE DRIP LINES. IF THE GROUND LEVEL IS o II o I o �` I� 0 1 I INTEREST REQUIRES A MODIFICATION OF/OR A LOT SIZE: 5,733SF PROPOSED FOR MODIFICATION BENEATH THE DRIP LINE, . ( 31 �1 B. FOLLOWING COMPLETION OF DEPARTURE FROM THE CITY OF CUPERTINO Approval Body: Director/ Staff \ \ �-- - ZONING: R1-5 THE ARCHITECT/ARBORIST SHALL ADDRESS AND MITIGATE .......o A royal ate 03/29/22 m /� , , / \\ �/ \ I / D CONSTRUCTION, AN AFFIDAVIT FROM AN SPECIFICATION OR THESE IMPROVEMENT PLANS, THE OCC GROUPS R3/U THE IMPACT TO THE TREE(S). . . . . . . . . . . . .� . . . pp L� - - - - r ISA-CERTIFIED ARBORIST SHALL BE CITY ENGINEERS SHALL HAVE THE AUTHORITY TO 2. ALL TREES TO BE PRESERVED ON THE PROPERTY AND P Signature Jeffrey Tsumura / r �- - \ - \ - I o REQUIRE SUCH MODIFICATION OR DEPARTURE AND TO LAND USED LOW DENSITY 1-6 DU/Ac ALL TREES ADJACENT TO THE PROPERTY SHALL BE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ......� / I \ \ \ � PROVIDED COMFIRMING THAT THE NEW SPECIFY THE MANNER IN WHICH THE SAME IS TO BE Case Manager o - o / I PROTECTED AGAINST DAMAGE DURING CONSTRUCTION d �' Q / 1 \ \ \ D TREES HAVE BEEN PLANTED PROPERLY COMPLETED, AT THE SOLE EXPENSE OF THE OWNER PROJECT COMPLY W/ 2019 CBC, 2019 CA RESIDENTIAL, N N I to ` I 14 / OPERATIONS BY CONSTRUCTING A FOUR-FOOT-HIGH P:408.892.5020.,F.,408,871.:6923............ . : .. .r o1 I � AND ACCORDING TO PLAN. AND/OR CONTRACTOR. PLUMBING 2019 CPC, 2019 CMC, 2019 CEC, 2019 CFC, FENCE AROUND THE DRIP LINE, AND ARMOR AS NEEDED. CO M ` 1 2019 CA ENERGY CODE, 2019 CA GREEN BUILDING CODE THE EXTENT OF FENCING AND ARMORING SHALL BE 7 1 7 C. A PLANNING INSPECTION IS REQUIRED 2. CONTACT PUBLIC WORKS, 777-3104, FOR DRAINAGE AND THE CUPERTINO MUNICIPAL CODE. \ rT/- - - - - - - - - - 15 \ I / AND FINAL GRADE INSPECTION, WHICH INCLUDES DRAIN DETERMINED BY THE LANDSCAPE ARCHITECT. THE TREE Project: D TO VERIFY EXTERIOR LINES AND ROOF DRAINS/DOWN SPOUTS. EXISTING HOUSE: PROTECTION SHALL BE PLACED BEFORE ANY EXCAVATION 1 n _ 6 I 31 31 \��/ MATERIALS/FINISHES, TREES, OR GRADING IS BEGUN AND SHALL BE MAINTAINED IN Wei Tantau Property m 16 3. ALL PUBLIC IMPROVEMENTS MUST BE COMPLETED PRIOR REPAIR FOR THE DURATION OF THE CONSTRUCTION WORK. p y \ 14 13 LANDSCAPING AND SITE WORK. REMOVE (E) LIVING AREA: 1 249SF � 13 1 / I \ TO OCCUPANCY. 3. NO CONSTRUCTION OPERATIONS SHALL BE CARRIED ON New Custom Homes / \ 4. CONTRACTOR IS RESPONSIBLE FOR DUST CONTROL AND REMOVE (E) GARAGE: 297,E WITHIN THE DRIP LINE AREA of ANY TREE DESIGNATED D i I i 9 30 ' 30 I I I INSURING THE AREA ADJACENT TO THE WORK IS LEFT REMOVE (E) SHED 65SF TO BE SAVED EXCEPT AS IS AUTHORIZED BY THE 10548 S. Tantau Ave. 0 \ I I I - - - - - - - - - - - - - - - I / IN A CLEAN CONDITION. (E) FAR & BLDG COVERAGE 28.10% DIRECTOR OF COMMUNITY DEVELOPMENT. Cupertino, CA 95014 - 4. IF TRENCHING IS REQUIRED TO PENETRATE THE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5. THE CONTRACTOR SHALL REVIEW STD. DETAIL 6-4 ON PROPOSE: PROTECTION BARRIER FOR THE TREE, THE SECTION OF D D D TREE PROTECTION PRIOR TO ACCOMPLISHING ANY WORK TRENCH IN THE DRIP LINE SHALL BE HAND DUG SO AS - i ,-- I PM J K� a D9001 OR REMOVING ANY TREES. MDU: TO PRECLUDE THE CUTTING OF ROOTS. PRIOR TO / I \ NEW ADU FLOOR / �.I. . . .1SIT FLOOR. . . . / I \\ I 6. UTILIZE BEST MANAGEMENT PRACTICES (BMP's), AS FIRST FLOOR LIVING: 1,161SF INITIATING ANY TRENCHING WITHIN THE BARRIER Applicant/Owner: 20 I 527SF I DECK I . . . . . PATIO. . . . . . . I \ I 1. REMOVE ENTIRE E SINGLE STORY HOME & ALL REQUIRED BY THESTATE WATER RESOURCES CONTROL FIRST FLOOR GARAGE: 441 SF APPROVAL BY STAFF WITH CONSULTATION OF AN I ( ) ARBORIST SHALL BE COMPLETED. Ms. Li Wei I o I 149SF I 33.S I o I I I CONCRETE PAVER. REMOVE EXISTING REAR YARD BOARD, FOR ANY ACTIVITY, WHICH DISTURBS SOIL. SECOND FLOOR LIVING: 976SF 5. TREES WHICH REQUIRE ANY DEGREE of FILL AROUND THE 11566 Fallcreek Spring Ct. I I I SHED OWNER/CONTRACTOR TO PROVIDE A "J" 7, A WORK SCHEDULE OF GRADING AND EROSION & NATURAL GRADE SHALL BE GUARDED BY RECOGNIZED 30 F\ /' \ I / I NUMBER OBTAINED FROM THE BAY AREA AIR QUALITY SEDIMENT CONTROL PLAN SHALL BE PROVIDED TO THE TOTAL MDU 2,578,E STANDARDS OF TREE PROTECTION AND DESIGN OF TREE Cupertino, CA 95014 II \ o I I MANAGEMENT DISTRICT (BAAQMD) CITY ENGINEER BY AUGUST 15. NO HILLSIDE GRADING AREA NOT INCLUDE IN FAR wELLs. Tel. 408.797.4948 SHALL BE PERFORMED BETWEEN OCTOBER 1 TO APRIL 6. THE AREA UNDER THE DRIP LINE OF THE TREE SHALL BE - , 9 II \ / II \\ 1 15 FRONT PORCH 50SF KEPT CLEAN. NO CONSTRUCTION MATERIALS NOR Li lyWeilO@Hotmail.com / / 1 2. PROPOSE (N) 2 STORIES HOME AND 2 CARS PATIO 339SF CHEMICAL SOLVENTS SHALL BE STORED OR DUMPED 11 1 I I / I I I \ GARAGE. 8. ALL NEW ELECTRICAL SERVICE IN FRONT OF HOUSE 1 ST FLR. BAY WINDOW 15SF UNDER A TREE. I I 9 I POWER, PHONE, AND OR CABLE SHALL BE UNDER o ( ) ROOF OVERHANG 427SF 7. FIRES FOR ANY REASON SHALL NOT BE MADE WITHIN 1 1 3. MAIN DWELLING UNIT WITH TOTAL 4 BEDROOMS, AND GROUNDED. FIFTY FEET OF ANY TREE SELECTED TO REMAIN AND 1 I 150 \ / 15' 0" I 3 BATHROOMS. TOTAL 831SF SHALL BE LIMITED IN SIZE AND KEPT UNDER CONSTANT 2ND FLR. \ / 2ND FLR. � 1 9. TO INITIATE RELEASE OF BONDS, CONTACT THE PUBLIC SURVEILLANCE. Architect: 1 N 1 1 \ I I �I I 4. PROVIDE NEW DRIVE WAY @ EXISTING ROLL UP WORKS INSPECTOR FOR FINAL INSPECTION. 2ND FLR. BAY WINDOW 26SF 8. THE GENERAL CONTRACTOR SHALL USE A TREE SERVICE SIDE SB LINE / SIDE SB LINE 3 STUDIO 61 ARCHITECTS, Inc. 1 I I I - I CURB 10. ALL DOWNSPOUTS TO BE RELEASED TO THE GROUND DECK 149SF LICENSEE, AS DEFINED BY CALIFORNIA BUSINESS AND I N 115 1 \ / 2ND I I 5. PROPOSE TO PLANT (N) TREE IN FRONT YARD AS SURFACE, DIRECTED AWAY FROM BUILDING PROFESSIONAL CODE, TO PRUNE AND CUT OFF THE 12480 Saratoga Ave. I \\ FLOOR 1 I I 9 REQUIRED FROM CITY OF CUPERTINO. FOUNDATIONS AND DIRECTED TO LANDSCAPED AREAS. TOTAL PROPOSE MDU LIVING: 2,137,E BRANCHES THAT MUST BE REMOVED DURING THE Saratoga, CA 95070 / LIVING I J 1 TOTAL 1ST FLOOR AREA: 1,602SF I rn 1 � GRADING OR CONSTRUCTION. NO BRANCHES OR ROOTS AREA II 1 6. PROVIDE PRIVACY SCREENING PLANT IN REAR YARD. 11. PROVIDE 5% MIN. SLOPES FOR GRADE AWAY FROM T: 408 892.5020 976SF I I I FOUNDATIONS AND DRAINAGE AWAY FROM ADJACENT TOTAL 2ND FLOOR AREA: 976SF SHALL BE CUT UNLESS AT FIRST REVIEWED BY THE ( ) 14 N \ 1I I N I 7. PROPOSE 527SF ATTACHED ADU WITH 1 BATHROOM PROPERTY LINES. 2nd TO 1ST FLR. RATIO 976 LANDSCAPE ARCHITECT/ARBORIST WITH APPROVAL of S61ARCHITECT@GMAIL.COM 1 1 I I \ 1ST FLOOR I � 1 o AND 2 BEDROOMS. 1,602 =60.92%<66% STAFF. LIVING -, 1 0 °' 12. PRIOR TO ROUGH FRAMING INSPECTION OR PRIOR TO9. ANY DAMAGE TO EXISTING TREE CROWNS OR ROOT 20 / \ 1,150SF 15I I 1 � 8. A 3.43 kWDC PV SYSTEM IS REQUIRED TO BE ANY WORK TO COMMENCE WITHIN THE PUBLIC RIGHT 2,578SF SYSTEMS SHALL BE REPAIRED IMMEDIATELY BY AN 26 I c) OF WAY WHICHEVER COMES FIRST THE OWNER F.A.R.: =44.97% APPROVED TREE SURGEON. 1 30 I I / \ 1 I D INSTALLED PRIOR TO FINAL INSPECTION. PV SYSTEM 5 733SF N I F.F. 103.10' I (A WILL BE DESIGN BY OTHER AND WILL BE SUBMITTED AND/OR THE CONTRACTOR SHALL OBTAIN AN 10. NO STORAGE OF CONSTRUCTION MATERIALS OR PARKING USED ARcy, AND REVIEWED UNDER A SEPARATE PERMIT. ENCROACHMENT PERMIT. CONTACT THE PUBLIC WORKS SHALL BE PERMITTED WITHIN THE DRIP LINE AREA OF �,� NK L. lF 3 / \ 13 -g 1 c� DEPARTMENT AT (408) 777-3354 FOR REQUIREMENTS 1 602+831 = 42.43% < 50% \ P o I I 1 Z BLD. COVERAGE: ANY TREE DESIGNATED TO BE SAVED. GARAGE 1 / \ II I m AND PERMIT. ALL ENCROACHMENT PERMITS REQUIRE A 5,733 11. TREE PROTECTION REGULATIONS SHALL BE POSTED ON Z 18 17 I N I 441SF / \ 1 14 I o CERTIFICATE OF LIABILITY INSURANCE AND A FRONT YARD AREA =1,020SF PROTECTIVE FENCING AROUND TREES TO BE PROTECTED. 2 1 I 1 / \ I I 1 I � OULM Maly RUM10 SEPARATE ENDORSEMENT NAMING THE CITY OF N0. C29889 �k o I / \ II I FRONT YARD IMPERVIOUS AREA =407SF=39.90%<40% REN. 2/28/23 0 N 1 I 1 / 13SF \ 1 I 1 CUPERTINO AS ADDITIONAL INSURED AS WELL AS A FRONT YARD 1 1 \ I VALID CONTRACTOR LICENSE (NOTE: LICENSE B ADU: 9 13SF I I 18 ( O NEW DRIVE WAY APPROACH W/ 6' TRANSITION ON EACH CONTRACTORS ARE ONLY PERMITTED TO PERFORM TF O� I 24 - I \ I I 17 SIDE. PER CUPERTINO STANDARD DETAIL 1-21. OWNER �� OQ 4� Of- CAL\F 9 ---- - - - I CONTRACTOR TO APPLY FOR ENCROACHMENT PERMIT PRIOR WORK ON-SITE AND WILL NOT BE PERMITTED TO LIVING AREA 527SF 0 5'O7" "I - 24 - I I TO DO ANY WORK IN THE PUBLIC RIGHT OF WAY - ON-SITE PERFORM WORK IN THE PUBLIC RIGHT OF WAY. DRIVEWAY SHALL MATCH NEW GRADES AT BACK OF 1 y I 9 15SF 9 I SIDEWALK 1. AN AUTOMATIC RESIDENTIAL FIRE SPRINKLER SYSTEM 3'-9 "� _ _ _ _ _ _ _ _ _ I L - - _ O (N) IMPERVIOUS CONC. PAVER DRIVE WAY LESS THAN �/� �n n n SHALL BE INSTALLED IN ONE-AND TWO-FAMILY PORCH 50% FRONT YARD AREA. C�MpC G340G�]O [vt]M[�]OC�OpLa� (M)PIE pG OJC C�4 OG`r]DC � DWELLINGS AS FOLLOWS: IN ALL NEW ONE-AND STRUCTURE ENGINEER: 1 I _ N 3 22" ROOF OVER HANG, TOTAL AREA IS 427SF 26 30 9 50SF 14�=-24-_ J 4 D D D REBUILD OF EXISTING 'Q � O TWO-FAMILY DWELLINGS, - - - - - J I o ® (N) 1 WATER LINE 1. CUPERTINO MUNICIPAL CODE CHAPTER 16.54 AMENDS ONE-AND TWO-FAMILY DWELLINGS AS DEFINED BY THE I L - - - - J 1 � O REPLACE (E) J" WATER METER WITH (N) WATER METER THE CALIFORNIA ENERGY CODE AND REQUIRES THAT A0.1 SITE PLAN BUILDING OFFICIAL, AND IN EXISTING ONE-AND 28 30 � � PER FIRE SPRINKLER PLAN EACH NEWLY CONSTRUCTED BUILDING BE A0.2 PRIVACY SCREENING PLAN, ROOF PLAN TWO-FAMILY DWELLINGS WHEN ADDITIONS ARE MADE T ss 11 r FLOOR AREA DIAGRAM. THAT INCREASE THE BUILDING AREA TO MORE THAN aJ I 2 / 5' 7' N 6 (N) ELECTRICAL MAIN PANEL, MIN. 400A PER PG&E CONSTRUCTED AS AN ALL-ELECTRIC BUILDING. AN 0 I �� _ 15 22 ® \ 0 o ce O RECOMENDATION ALL ELECTRIC BUILDING IS A BUILDING THAT HAS NO 3,600SF. Ss SS SS SS SS 15 11 �, EXCEPTION 1: ONE OR MORE ADDITIONS MADE TO A I F- O I C,,, z I O (N) OVER HEAD UTILITIES LINE NATURAL GAS OR PROPANE PLUMBING INSTALLED AO.4 SPECS NEW DRIVE WAY AND z z F I � - � c> BUILDING AFTER JANUARY 1, 2011 THAT DO NOT TOTAL m N WALK WAY 407SF m � 0 _ $ FIRST FLOOR SIDE SET BACK WITHIN THE BUILDING, AND THAT USE ELECTRICITY AS AO.5 SPECS _ 0 1 £ 12 i \ N co 0 MORE THAN 1000SF COVERED AT FRONT � _U 0 /� z = m THE SOLE OF ENERGY FOR ITS SPACE HEATING A2.1 1ST FLOOR PLAN CJ to I 3 ' YARD < 40% FRONT N 70 \ / O (N) DOWN SPOUT WITH PROVIDE DIRECT ROOF RUNOFF AND WATER HEATING, COOKING APPLIANCES, OUTDOOR EXCEPTION 2: AFIRE SPRINKLER SYSTEM IS NOT 77 1 I ON-SITE SURFACE DRAINAGE TO LANDSCAPED AREAS OR A2.2 2ND FLOOR PLAN REQUIRED FOR A ACCESSORY DWELLING UNIT IF THE _ I YARD (1,140SF) 31 0 0 - ' 1 m GRASS SWALES FOR INFILTRATION TO THE GREATEST KITCHENS, OUTDOOR FIREPLACES, AND CLOTHES _ = \ > FIRE SPRINKLER IS NOT PROVIDED FOR THE PRIMARY W W W - W W W W \ � DEGREE POSSIBLE DRYING APPLIANCES. ADDITIONAL COMMENTS RELATED RESIDENCE IT SERVES. 10 o UJ 10 INSTALL NEW C.O. AT PROPERTY LINE PER CITY OF TO THIS REQUIREMENT FOR AN ALL-ELECTRIC O D SUNNYVALE STANDARD DETAIL 15A EXCEPTION 3: IN ALL NEW BASEMENTS AND IN m 1 29 0 o BUILDING ARE PROVIDED IN THE APPROPRIATE A3.1 EXTERIOR ELEVATIONS . 20'-0" T� 31 - _ L� i 11 (N) 4" CLEAN OUT, MAX. 24" FROM BUILDING FOOT PRINT. COMMENT SECTION BELOW. A3.2 SECTIONS EXISTING BASEMENTS THAT ARE EXPANDED. EXCEPTION: SHALL BE AS SAME SIZE OF THE SEWER LATERAL EXISTING BASEMENTS THAT ARE EXPANDED BY NOT 2. CUPERTINO MUNICIPAL CODE CHAPTER 16.58 AMENDS . A3.3 SECTIONS __ _- -- 12 (N) 4' ABS SEWER LINE THE CALIFORNIA GREEN BUILDING STANDARDS CODE MORE THAN 50% 5 I�57.00' P.L. NOTE: THE OWNERS , OCCUPANTS OR 21 I 13 PLAN LIE FOR OTYPE OFY TREE NAND LOCATION OFNTREE.PE AND REQUIRES THAT NEWLY CONSTRUCTION ONE-AND SUBCONTRACTOR S( ARE RESPONSIBLE FOR CONSULTING TWO-FAMILY DWELLINGS WITH ATTACHED PRIVATE ( ) I 14 (N) HOSE BIBBS W/ NON-REMOVABLE TYPE BACKFLOW GARAGES SHALL INSTALL A LEVEL 2 EV READY W/ THE WATER PURVEYOR OF RECORD IN ORDER TO \ PREVENTION DEVICE CIRCUIT AND A LEVEL 1 EV READY CIRCUIT. DETERMINE IF ANY MODIFICATION OF UPGRADE OF THE GRADE TO SLOPE AWAY FROM STRUCTURE MIN. OF 5% WITHIN GB1 GREEN BUILDING SHEET EXISTING WATER SERVICE IS REQUIRED. A STATE OF 1 _ - 25 THE 1ST 10-FEET OF STRUCTURE. IF IMPERVIOUS SURFACES �Mn�/7 o D 1OF1 SURVEY DRAWING CALIFORNIA LICENSE (C-16) FIRE PROTECTION ARE NITHIN THE FIRST 10-FEET OF THE BUILDING, A MIN. OF 1EH�°1 L PnQ)(MnL H10 10M000�] CONTRACTOR SHALL SUBMIT PLANS, CALCULATIONS, A 9 W Y F M ST U S L LO LANDSCAPE DOCUMENTATION COMPLETED PERMIT APPLICATION AND APPROPRIATE 16 CONDENSER UNIT ARE NOT APPROVED AS PART OF THIS 1. NO DEMOLITION PERMIT WILL BE ISSUED UNTIL ALL L1 PLANTING PLAN PERMIT WILL BE EVALUATED FOR COMPLIANCE WITH THE 1 FEE TO THIS DEPARTMENT FOR REVIEW AND APPROVAL 6' 0" 18'-0" 6'-0" 27 COMMUNITY NOISE ORDINANCE DURING BUILDING PERMIT REQUIRED PCB DOCUMENTS HAVE BEEN ACCURATELY L2 IRRIGATION PLAN PRIOR TO BEGINNING THEIR WORK. CRC SEC.313.2 AS CLR. MAX. CLR. REVIEW. COMPLETED, SUBMITTED To AND APPROVED BY THE L3 DETAILS ADOPTED AND AMENDED BY CMC ENVIRONMENTAL PROGRAMS DIVISION L4 LANDSCAPE SPECIFICATIONS 17 - 2. PORTABLE WATER SUPPLIES SHALL BE PROTECTED 2. IF FIRE SUPPRESSION SYSTEM OR WATER LINE FLUSHING T A N T A U AV E. 18 (E) 6'-0" MAX. HIGH REDWOOD FENCE ALONG PROPERTY WILL BE CONDUCTED AS PART of THE SCOPE of WATER CONTAMINATION SSUPP I SA IIO ISCTHE RESPONSIBILITY PROTECTION THE Plan Check Comment 1 .16.22 19 PUE SHALL BE KEPT OPEN AND FREE FROM BUILDINGS PERMITTED WORK. THE PROPERTY OWNER AND/OR APPLICANT AND ANY CONTRACTORS AND AND STRUCTURES OF ANY KIND. CONTRACTOR MUST COMPLETE AND SUBMIT THE PLANNED SUBCONTRACTORS TO CONTACT THE WATER PURVEYOR NO. Revision Date 2Q LANDING WITH MAX. 6" FROM NATURAL GRADE. LANDING WITH WATER DISCHARGE FORM WHICH CAN BE DOWNLOADED AT SUPPLYING THE SITE OF SUCH PROJECT AND TO 18" HIGH FROM GRADE SHALL HAVE 10'-0" MIN. SET BACK WWW.CUPERTINO.ORG/GREENDEV (HELPFUL LINKS). THE COMPLY WITH THE REQUIREMENTS OF THAT PURVEYOR. Drawn By: Date: 21 PRIOR TO ISSUANCE OF BUILDING PERMIT, PROPERTY OWNER FORM SHOULD BE SUBMITTED TO THE ENVIRONMENTAL SUCH REQUIREMENTS SHALL BE INCORPORATED INTO FLH 11 .28.21 CAN APPLY FOR A REVOCABLE ENCROACHMENT PERMIT FOR PROGRAMS DIVISION SEVERAL BUSINESS DAYS IN ADVANCE THE DESIGN OF ANY WATER-BASED FIRE PROTECTION THE PROPOSED PRIVATE IMPROVEMENTS. BY SIGNING THE OF THE SCHEDULED DISCHARGE. REVOCABLE ENCROACHMENT PERMIT, THE OWNER AGREES AND SYSTEMS, AND/OR FIRE SUPPRESSION WATER SUPPLY SHALL MAINTAIN ALL PRIVATE AND NON-STANDARD 3. THE USE of COPPER METAL ROOFING, COPPER GRANULE SYSTEMS OR STORAGE CONTAINERS THAT MAY BE File: PLOT PLAN AND FURTHERMORE, WITHIN THE PUBLIC RIGHTS OWNER CONTAINING ASPHALT SHINGLES, COPPER GUTTERS AND PHYSICALLY CONNECTED IN ANY MANNER TO AN A FURTHERMORE, UPON CITY', REQUEST, THE OWNER AGREES TO APPLIANCE CAPABLE OF CAUSING CONTAMINATION OF 2121 REMOVE, RELOCATE AND/OR MODIFY THESE IMPROVEMENTS AT DOWNSPOUTS, AND/oR OTHER EXTERIOR ORNAMENTAL HORIZONTAL CONTROL PLAN 1/8 1'-01I OWNER'S SOLE EXPENSE. IF AND WHEN UTILITY COMPANIES COPPER IS STRONGLY DISCOURAGED FOR ALL RESIDENTIAL THE PORTABLE WATER SUPPLY OF THE PURVEYOR OF ARE REQUIRED TO PERFORM WORK WITHIN THE AREA, THE BUILDING PROJECTS. THE AFOREMENTIONED COPPER RECORD. FINAL APPROVAL OF THE SYSTEM(S) UNDER Issue: CITY MAY REQUIRE UTILITY COMPANIES TO REMOVE OR APPLICATIONS ARE NOT PERMITTED FOR USE ON ANY CONSIDERATION WILL NOT BE GRANTED BY THIS OFFICE REPLACE THESE IMPROVEMENTS IN KIND. HOWEVER, CITY AND COMMERCIAL OR INDUSTRIAL BUILDINGS DUE TO THE UTILITY COMPANIES WILL NOT PROVIDE WARRANTIES ON THE UNTIL COMPLIANCE WITH THE REQUIREMENTS OF THE NOTE: REPLACED IMPROVEMENTS. THE OWNER ACCEPTS ALL LIABILITY POTENTIAL FOR WATER POLLUTION FROM COPPER EXPOSED WATER PURVEYOR OF RECORD ARE DOCUMENTED BY THE HORIZONTAL CONTROL PLAN IS PREPARED BASED ON THE FOR THESE IMPROVEMENTS AND AGREES TO DISCLOSE THE STORMWATER RUNOFF. THAT PURVEYOR AS HAVING BEEN MET BY THE NATURE OF THIS ENCROACHMENT PERMIT WITH POTENTIAL Date: BOUNDARY SURVEY PREPARED BY THE PROJECTS LICENSED BUYERS OF PROPERTY. APPLICANT(S). 2010 CFC SEC. 903.3.5 AND HEALTH SURVEYOR. AND SAFETY CODE 1314.7 11/28/2021 22 (N) FRONT YARD TREE - SEE LANDSCAPE PLAN Ll, MIN. D D o D o D 24" BOX OR LARGER, WITH A MIN. HEIGHT V-o". D° [EIRE IE10° �MQ��44�° ��0��4 Lap 3. CONSTRUCTION SITE FIRE SAFETY: ALL CONSTRUCTION 23 REMOVE (E) TREE SITES MUST COMPLY WITH APPLICABLE PROVISIONS OF Sheet Title: 1. FIRE SPRINKLER SYSTEM TO BE REVIEW AND APPROVE v 24 BAY WINDOW DOA R/ 24" MIN. HIGH WINDOW SEAT. NOT COUNT UNDER A SEPARATE PERMIT. THE CFC CHAPTER 14 AND OUR STANDARD DETAIL AND SPECIFICATION SI-7. PROVIDE APPROPRIATE NOTATIONS 25 (N) STREET TREE TO BE INSTALLED BY THE CITY. UPON 2. PERMIT FOR 3.39kWdc PV SYSTEM DESIGN AND INSTALL " '� ""a D ON SUBSEQUENT PLAN SUBMITTALS AS APPROPRIATE PROJECT COMPLETION, THE PROPERTY OWNER SHALL PREPARE - f TO THE PROJECT. CFC CHP. 33 PLOT PLAN AN ADEQUATE PLANTING AREA AND CONTACT THE CITY AT BY OTHERS. PV SYSTEM IS REQ. FOR FINAL INSPECTION (408) 777-3269 TO ARRANGE FOR THE TREE INSTALLATION FOR THIS PERMIT. ..•u„ 4. ADDRESS IDENTIFICATION: (N) AND (E) BUILDINGS SEE L1 t '' ''`�` SHALL HAVE APPROVED ADDRESS NUMBERS BUILDING 26 ROOF OVER HANG SET BACK 3. AN ENCROACHMENT PERMIT TO BE OBTAINED FOR ALL -•°�°° NrY.oi 4:ker „„,u..•[•• m nm..,., O NUMBERS OR APPROVED BUILDING IDENTIFICATION REMOVE AND REPLACE BROKEN AND UPLIFTED SIDEWALK, WORK TO DONE BEYOND PROPERTY LINE. 9 F°�;I ,rc.n, ` ' CALVER PLACED IN A POSITION THAT IS PLAINLY LEGIBLE AND i 27 CURB, AND GUTTER AS DIRECTED BY THE PUBLIC WORKS �W u : VISIBLE FROM THE STREET OR ROAD FRONTING THE Sheet No.: INPSPECTOR. 4. ROOF TRUSSES; TO BE APPROVED BY ENGINEER OF RECORD AND SUBMITTED TO THE BUILDING DIVISION FOR �•� ; PROPERTY. THESE NUMBERS SHALL CONTRAST W/ THEIR O28 3" ABS LATERAL LEADING TO ADU CONNECTED TO SEWER I BACKGROUND. WHERE REQUIRED BY THE FIRE CODE LATERAL FROM THE FRONT YARD. REVIEW AND APPROVAL PRIOR TO INSTALLATION. ` OFFICIAL, ADDRESS NUMBERS SHALL BE PROVIDED IN O29 WATER PIPE SPLIT FROM OUT SIDE ONE CONNECT TO ADDITIONAL APPROVED LOCATIONS TO FACILITATE MAIN HOUSE AND ONE CONNECT TO ADU. ALL WATER "' . '` f'""" PIPE SHALL BE COPPER OR SCHEDULE 40. 1 7. ¢ _ nr••• MITT 1 EMERGENCY RESPONSE. ADDRESS NUMBER SHALL BE Q „ye ke ARABIC NUMBERS OR ALPHABETICAL LETTERS. NUMBER O 30 HINKLEY WALL MOUNT LIGHTING - MODEL 1326BK. SEE 9 } °� SHALL BE MIN. OF 4 INCHES HIGH W/ A MIN. STROKE PRODUCT CUT SHEET ON PAGE A0.4 _ �y �' El WIDTH OF 0.5 INCH. WHERE ACCESS IS BY MEANS OF A 'r....,, k:.. 31 REMOVE (E) TREE - SEE PLANTING PLAN ON PAGE L1 PRIVATE ROAD AND THE BUILDING CANNOT BE VIEWED °.,.. . .; FOR TREE SIZE AND TREE NAME. FROM THE PUBLIC WAY. A MONUMENT, POLE OR OTHER SIGN OF MEANS SHALL BE USED TO IDENTIFY THE I' STRUCTURE. ADDRESS NUMBERS SHALL BE MAINTAINED. JOAQUINMILLp m N itul© tiyI CFC SEC. 505.1 re . . . . . . . . . . . . . . . . . . . . . . . . . . . Community Development Department FLOOR AREA CALCULATION - , \ - - i \ - / _- -L_ . . . . ..'.' . . . :.:.:. Planning Division - Cupertino . . . . . . . . . . . . . . . . . . . . . . MDU PORCH FEET FEET SF - \/ - - ` o / \ ° -CUPERTINO APPROVED I . . . .0Al 8.50 X 5.21 = 44.29 . . .� Case# R-2022-004, A I I A2 1.50 X 3.37 = 5.06 �/ �� i/ \� �/ \\ - - / \� - - �/ \\ S..T U*.:D i._.O. I I ApprovalBody: Director/Staff . . .I . I . TOTAL = 49.34 i r�� - ' - - I :.:.:. .o Approval ate 03/29/22 I' SLOPE I . . . GARGAE / i \ TREE, SEE / I \ .5: 12 . I _ I LANDSCAPE Signature JeffreyTsumura I. w I B 21 X 21 - 441.00 ` I PLANTING PLAN I I .'.''':'.''':'.'.':'.'.':'.'.':'.'.''':'.''':'.''':'.'.'. .'. . .� Case Manager �. ,d o . . . MDU 1ST LIV I TREE SEE I / N . - o P.408.892.5020.,F.408:871.6923 . . ....... . .. .W. ry - - - - - - - - - - - - - - - - - - - - - - - - - - - - - o �� I i LANDSCAPE 3 F C1 7.00 X 21.00 = 147.00 PLANTING \ I A8:1 - - - - - - -- - - - - - - - - - - - - c� C2 17.92 X 22.83 = 409.11 i \ PLAN �� Project: I . . . �\, ❑ ❑ I 21 21 C3 31.21 X 18.87 = 588.93 1 o I I I I Wei Tantau Property P I C © 4? 25.92 _ \ I /� 1 New Custom Homes w C4 3.96 X 3.87 15.33 \ / C I N I \ ; i I 10548 S. Tantau Ave. I © o M TOTAL 1160.37 - - - - - - o �--i\ Cupertino, CA 95014 \Q I 3 _r �` I , E4 , \ i \ I. . . . . . . . - - - 4 © ❑ I A.8.1 . MDU BAY W.1 A8.1 ❑ © I I 1 ° I I 1 01 I 3 I ❑ ❑ C5 7.42 X 2.00 = 14.84 \ I --L----- \ Applicant/Owner: 9.71 15.37 \ , q�� A8.1 MDU PATIO \\ , _ i (\ \ i Ms. Li Wei ❑ w I WINDOW WITH i 11566 Fallcreek Spring Ct. D1 30.75 X 11.00 = 338.25 SILL > 5-0 I Cupertino, CA 95014 ABOVE SECOND / Tel. 408.797.4948 I C I I y%o I E3 MDU 2ND LIV. I FLOOR FINISH FLOOR 1 ' , LilyWei10@Hotmai1.com E1 15.37 X 21.33 = 327.84 I / ❑ I 10.54 M E2 10.54 X 12.33 = 129.96 \\ - I A Iro I . SLOPE IA I I `. ,' M E1 N E3 9.71 X 7.00 = 67.97 I 1. . . . . 5: 12 I I I E2 N ,\ � � I Architect: E4 25.92 X 17.37 = 450.23 I ❑© ❑© I TOTAL 976.00 I STUDIO 61 ARCHITECTS, Inc. 12480 Saratoga Ave. Saratoga, CA 95070 I. . . . . . .A. . . . SLOPE ❑ o SLOPE I SLROPE 6.33 MDU BAY W. 2 I WINDOW WITH 5: 12 0 - T: (408) 892.5020 i I - I o 5 SILL > 5 0' WINDOW WITH 4: 12 4: 12 ❑ I ❑ N 6.33 0 Es E5 6.33 X 2.00 = 12.66 I ABOVE SECOND SILL > 5'-0" S61ARCHITECT@GMAIL.COM FLOOR FINISH ABOVE SECOND I I 3 © I © B `�' FLOOR FLOOR FINISH A8.1 I E6 6.33 X 2.00 = 12.66 FLOOR ❑© I TOTAL = 25.32 I e' D ARC I. . . . . . I 3 I . . . MDU DECK i I G��SE K y�TF I � I I , v N 2 I I A8.1 © '�j� I 2 F 21.21 X 7.00 = 148.47 A8.1 LIJN A8.1 SECOND FLOOR ADU I NON-OPERATE I NO. C29889 I I I I ANDGLA FROSTED AND FROSTENON-OPERATD I REN. 2/28/23 I I \Q i ❑ G 1 1.83 X 3.96 = 7.25 I GLA S I ��A I I I G2 14.71 X 14.92 = 219.47 OF CA_�F�� I . I I . I ❑� © I G3 15.17 X 19.79 = 300.21 I. 3 I I I. . . . A8.1 I 4 \\' ti ❑ © TOTAL = 526.93 , I . . . I A8.1 JP © % I ❑ 3 I �� I I I ❑ `�\Q -� I A8.1 ` 15.17 ,� 30.75 I _ , I STRUCTURE ENGINEER- El 'Sio ,- I \ I - - - - - J - - - o - - - I o . . . . . . . . . - - o N L - - J / \ o I \ I N 14.71 31.21 -�- A . . . . . . . . . . . . , / N ` ' 1 \� / I O °' G2 0 4' 8' 12' 16' , C 3 ROOF PLAN \ A 10.83 3/16"=1'-0" / G / '' PRIVACY SCREENING PLAN � 21.00 �� \� 7.00 � \`� 17.92 ROOF PLAN KEY NOTES PRIVACY NOTES: �A ROOF TILE SEE PAGE A3.1 - CLASS 'A' MIN. \` \ ,' 1. SEE LANDSCAPE PLAN FOR TYPE AND SIZE OF © SKYLIGHT, SEE KEY NOTE ® ON PAGE A2.1 FLOOR PLAN �� ,' THE PRIVACY TREE. ` 0 N0. Revision Date © MASTER FLOW STATIC ROOF VENT W/ 0.41SF (60SQ INC) M B N C1 C Drawn By: Date: FREE VENT AREA. TYPICAL 2 VENTS OVER ADU ROOF i N ATTIC, 5 VENTS OVER MAIN HOUSE FIRST FLOOR ROOF FLH 11 .28.21 ATTIC, AND 16 VENTS OVER SECOND FLOOR ROOF ATTIC. File:ROOF GEN NOTES \ � � � 2121 Issue: a. PV SYSTEM WILL BE INSTALLED AS A DEFERRED Al INSPSUBMECTION FOR SYSTEM TH S PERMIT FOR FINAL FIRST FLOOR N 7.42 8.50 Date: 1.50 11/28/2021 B FLOOR AREA DIAGRAMS Sheet Title: PRIVACY SCREENING PLAN FLOOR AREA DIAGRAMS FIRST FLOOR ROOF AREA: 482SF SECOND FLOOR ROOF AREA: 1,150SF ADU ROOF AREA: 487SF 482SF 1,150SF 487SF Sheet No.: ROOF VENT REQUIRED FREE OF NET: - 3.22SF ROOF VENT REQUIRED FREE OF NET: = 7.67SF ROOF VENT REQUIRED FREE OF NET: = 3.25SF ROOF VENT ® LOWER HALF OF ROOF 150 ROOF VENT @ LOWER HALF OF ROOF 150 ROOF VENT @ LOWER HALF OF ROOF 150 1. EAVE ROOF VENT 40xO.O37x9O% = 1.33SF 1. EAVE ROOF VENT 44xO.037x90% = 1.46SF 1. EAVE ROOF VENT 12xO.037x9O% = 0.39SF 2. ROOF VENT. 0.41 x5 = 2.05SF 2. ROOF VENT. 0.41 x16 = 6.56SF 2. ROOF VENT. = 0.41 x2 = 0.82SF O 3. GABLE VENT. 14%24"x90% = 2.1OSF ❑ TOTAL: = 3.38SF > 3.88SF TOTAL: = 8.02SF > 7.67SF TOTAL: = 3.31 SF > 3.25SF . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Community Development Department o . . . . . . . . . . . . . . . . . . . . . . . . . . . .� . . . . . . . . . . . . . . el IM tUPERTINO I ERFORMANCE PLATINUM ' Hybrid Wi4i Hester Ins#slltlr�r�.f��alJldal:lnaf�t�Provide flp#Im■I Etfllartf;y - - . . o Case# FII■l�r:Plat DLfc11l . . . . . . . . . ..N o ur " Ti1i M14w dl�H Cf ID4TkR: HI r:Not Ducted Room size,,Waller Man 740 W(&Q.7''X 1 U X 101, 1 D 0 1 .S .T U . D I. .O. Room al me;LargerIInan 7M R'(a,g.7'x 10'x 101), Requiiismenta;Full louverad Moor OR two iouwsra :. Bows . . . . . . . . . . . . . . . . . . . . . .� Requirements:No addittoliel vendlation needled. �and bottom.t�Lislow. I 16 Approve I PERFORMANCE :Hybrid Specifications .:.:. o Approva l ate 777� eeni BnifOrm Estimated JIn 11L So `• ..� Signature Jeffre Tsumura Nominal Rated Electric Energy Yearly Sound FirstHr. Reoovery Tank Hot BnH Rppro>. ® • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 0 g Gallon Cap. NumbModeler Breaker Factor Energy Elam IM Compressor Ld"eyel Rating 0 G.P.H. NBA BiB Dralutiei ptt. ship�t. FII E-ITTED II� ,!LETED . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . NCaseMana er FuelTypa Besc. Cap. Cap. Number Slxe IIEF} Cost wanaga 8tu1H IdBaI G.P.H. 90°FRlse R B TdP [LB&} (LBS] P:408,892.5020. F,4Ut3:871:6923 ;tAri 00 a mriow" M 1.71 SIN 4119H am 41 RB V mr 20•ll4" -M" 197 174 ��7tv now-dagresaofadrrlfort" tit 4D 1[6DT1 !71 SII:4 4,a3➢ 423B 48 i7 d@' 1 t�4" d�8" f71 t11 ® FW 50 1� H mincF142AdB x >E,1S1 $1M 4,1B1t UM 49 Td 17 W' 8HA- 2-W M M �:b 2n 41tifl 81n 4m aa�B 4@ ap 78' �114" P8f$' 394 F!1 icatilm Project: PERFORMANCE PLATINUM"mHybrid Electric is � � • ForalliypesolwAandallings Wei Tantau Property the n part off�eant orator heater available � Ifs door shouldb try 101 einvialts>ihlemtemperatureAseorhat transrrilsslon p Y � Isafaotor. New Custom Homes I -0 r___F 41f11flEFL!!la 10548 S. Tantau Ave. E f1dancy Operation 11A1�dafa k,"r -MIN Product F■Itures ■High 3.7 -4.L+i!>6=ra sa ■Ener#fy Sayslr F �� H6>1i t:�$ dl • Insulated drrw panel a Co �mled hinge a Se�-eltlsing-Self-Latching Cupertino, CA 95014 opt� t ting i Heat Fvmp Room:email Cloriet In3idel h please ■ENERGY S7APts Wed ■Hlgh Dsrrtand i � Requlramants:"Air gap under door equal to 12 In'�7.7'�"olearalnoe}, Dear Am u PErlflrn9f�r9taE ■Electric G °Louver must be laoaW the$wris height on door ate Sp a the Or exhaust on hostir, Dwr.1 Door Frame:Steel or Stain less Stteel:20 gage door;1$gage mounting frame ■DelKsm hot water faster than most ■Vaca don;Away4 2_28 d"(cr placed "H9ltsr air oxhaust must be poaiticrtsd towards lorlvar Door fllit d Mth 2'th]tk Are rated insulation,Flange to be 1`yMe Applicant/Owner: standard ale�water heaters- on �Vd Indeflnitey) within one foot of doer: Hfnri cnCeaw. 3-87 galll> first-hour tdelivsr� Plus... Rre Ming Mall:UL-1-112 hourT label,JfS-2 houT T'label, Ms. Li Wei depending an model ■AmbleM gating range. 37-1460 F ■Premium grace anode rod wIti1 �-a r`� 0 rIF i sle;�t3.;�8,j�el�in�i�;r�mcsk h9er�ey ln�nlatlgnai 3 hr}urra��i'n a11566 Fallcreek Spring Ct. le widest In class,offering afore rioter sx rda the Ilia of th a tankCupertino, CA 95014 of HP cips atlon tarnually;deal d to ■W4o N PT water inlet and nutlet; , Standard Latth:4�n1sates!serflatrh'ng bfllt,op�t�byelkh�ra kn�arle i�iobor meet Northern{:�Imate Spec(Tier 4) 1'4"oendensate dr�1 connections flush k$ hei1 rr iterWng is required doors can be prepared brmordse Tel. 408.797.4948 ■Incc st:�inieaeatael retcr syllnflerlakk Lil Wei10 HOtmail.COm lFAW InxMilation Y @■Eslsy ss aide nr�ctlan 3 RnIM:Steel;5 suge lion phos9har�preps Mm w1th prime mat of whale bakad-on enamel. ■ >1 A. } Stainless M:i#satin pol€sh ■�k amese to al�Ical Junction ■Dr. - roteow tanl��11�c � H 7�r omr ■may replaim a standard>alecorio air 1l Iter a , Yager resist ■2'Non-CFO foam in�llatlan � Hater.Dt► with Inlet OR oU11f3t ductSTANDARD SITES r�Js�s��l3�bieu�r�r;�t� ,-, C HeOr.Ductsd with Inlet AND outlet dud NOMINAL DOOR SIZE X H WEIGHT PER DOOR Architect: Integratlan - Enhanm�d low bresa drain vaNe _ � Room alza;Any size room QDM MANE"OMNS BRACKM VVA-LS AND CEILINGS T r1 stature and pressure relief valve Requiremante:Alr g*under door Squall�la In' Rocm ttlzo:Any sW room inches min Latches Ibs. k AIrs 111LOP SIDONDOM2LA1ri1�!THM RRV X,azwarx-2RK;AI A•,.�I.•m"u•�.r. ■E12ot4� 1a.acntrcl for y P p ,0.7W dwEr oa) Requlreerleril:No additional vemllatlon nesded. �' UK I a ascran�HiSrALL nai;9NLw� 'RNMATUN � e,'S� STUDIO 61 ARCHITECTS, Inc. Nh1e�S= temperature adjustrrieM aM rcdo instelled 8X8 203 X203 1 8 3.6 Faalrlranco.usna r:lsc7ncaexd.. 12480 Saratoga Ave. innwns�a s alsaserxlroea=mwrnr• 10 254X234 1 g 4°1 FILM 'X'"�""`�J1,XI" A"'' ■Audible Saratoga, CA 95070 rnanag;s�nt �. va compliant 10 12 X 12 305 X 305 1 la 4.8 L�,r``!1 hiF�tlNIRYBTFI.W�ti9MflONPii siami for service alerts WarrantyPERiF�3PiM Hy�idPL.�TII�UII�I D� - 14X 14 355 3�35s l 12 SA �:AIKPLATCHIWBMT �tig � T: (408) 892.5020 ■'10-'Ybar ilmited wan ty for tank Erma: ` � Arid pisrte,1-}�nar flail ta•homa 16 X 16 406}(406 1 15 6.8 "m % r F1NE H aTEc+Rti+JLsT19N OEcoNet labo+rwamren , 40,80,�65 and SO-GsIlon 18X18 �457X437 1 2$ 9.1 �ea�N� tBGA PC.NArin 0 S6IARCHITECT@GMAIL COM SM R9001ift W'91`1711k'CAM 110019 f. capacities DESCRIPTION INSTALLATION DIMENSIONS{SHOWN IN IINCHES) �� 22 X 30 560 X 762 1 32 14.5 rM � ■Intagratad EcoNata WIFI-connaeW oomaiele hftTmd n 0;3- 711�It I 1 PH - - � r technology(2.4 GHz only)and free !rite mlmt or Leo*0 requlamwa 2W hsys NOPMRH x+doeL I 22 X 36 360 X 914 2 33 119 l l mobile app glvas users control 6mn a m c,,7•a �, unita EIeC#P'i'c CAPaerrY NuMSM A B C p R F 4 H I: J C� 24 X 24 610 X 610 1 28 12.7 1 l+s�t�r 8]�tems,allowing Ps7r rrariBt or samo�sd N}9 G� y. iFllreri� 40 xF4aT1rJH41W is 3I1 1➢-lid 47 ma sass M-flea W-14 Ta-s i sa�1 1#4 oulsternlz;able temperature,vacation or MAMA,ASI•IRAE ate 00,�CMo wnd 01 HINGIG �eaED AR�y� etsts snsi ,� R�orl 10 AERTi ti1_1d4 F&1,4 47 s-sa arse as•ae zt-1 a M." 14.0 S 224 X 48 036 6 U X 12120 2 48 2a1.3 crnNclexen 4:74lN rPFt�JI4S settings,ansrMi sa Anga and system I J� �G NK L. F monitoring at horns or away, �, aB ariaasLm13 ,i 1Ar 4t aye 42 ba 1t7.12 �i sa 11.1�1 iN1�s 171 ItJ v ��P �X 3� 7�2 X 7� 2 38 18,1 �� as xElffnamu 7+W4 *114 3t I'm 4� V-1.2 t4!r& ti i�il3 i7�1 �,� 36 X 36 914 X 914 2 54 24.5 Volt Rhsarn,�rn/lED�l�nne;i't �;]RFI�rosermrld i sHrrNrt iser:s�Rcn lwgs.rad DtlS �� sv 3$X48 914X1220 2 76 34.5 N0. C29889 � iirdl l��Irvli=d wall drcelling opining€sW+3x[9 mm1 REN. 2 28 23 In keening with its,policy of continuous progress and product Improvement,Rheem reserves the right to make changes without notice. Fcf�l4r�ilarl spe�>rtrattans Sf13tt)3t11i1TdI ihnet �aacle�er aTL J'J N, See apealficadma chart on leads. Rh*sn Wiper FiWIng . 1115 marthmeaftw RarkM.Surfs 100 Click here to Or11ins Product Page end Pricing q�F OF CA��F�� Pk+ssmalt,3esrplsSiiD78 ' wvr�v,rhear11,9nm Phone: 1-804-609-2917 For more information,contact AccessDoorsAndPaneIs www.AccessDcorsAndPaneIs.com Fax:1-888-626-2907 $eWiG 2 MW rH"MKII-M ktrO Email.info@accessdoorsandpanels.cam STRUCTURE ENGINEER: 1 HINKLEY LIGHT1 NO,INC. HINKLEY & R.. [PH] PIN t74K 00V4 j AWN LAKE,CHIC 44131Z _ 3M D PIN O,K PARKWAY��. ,W KIT P� 100xps, D B� 100 c and D B MA 100 p HINKLEYLIr3HTIN3.oam I FREDRICKRAMLSMD.00m (Dryer Boosting K I t s) a ycwd.wnn w•�,.,, warn •m15"r�i nL�dErr T1An � silt The World%L eadIng Piro d+ucer of as Ii Extra Small Wall Mount Lantern 1326BK I��. Air MovamanR PrProductsProducts13s93 Powers Avenue Jadmonvllle,Floilds 32217 P,300.N1,737-0 F:300,H1,7379 ITEM NUMBER 1326BK A e v>wwaclerpelati-usa,cm BRAND Hinkley Lighting =� MATERIAL Solid Aluminum GLASS Clear Seedy HEIGHT 15.51, WIDTH 4.5" DSM-100xp VOLTAGE 120v P'-1OOxps Clothes Dryer Exhaust Bocaiter Kill:with + WATTAGE 1-50w GU10*Included lClotMo Dryer Exhaust Enoefter Kit with Duc4 Mounted Pressure Sensor S►+vltch CERTIFICATION C-US Wet Rated InWgrated Pressure Sensor Switch This Prom iuim Dryer Booster l�tt EXTENSION 4.8" This Premium Dryer Booster I`~tt Indudes the Following Components; A4 TOP TO OUTLET 5.8" lneludas the Fcllowring Componentsa 1.FV"1�Cx ICuct Boasting Fen�142 DFM) BACK PLATE 4.5"W X 12"H 1. FV I00x 0uot Boosting Fart�142 CFMI 2•Duct Mounted sand prre-wired Air Pressure o�iF-10oxc , �I Plan Check Comment 1 .16.22 2.1ntegrarted Air Preasure-Senslnq witch Sens€ng witch with elaztrcnic cycle Brining tCfothat Dryer Exhlm-mot RePt Kit Suitable for use in wet(interior direct wrath electronic oycle tinting board Ord vdth Current SensorN0. Revision Date splash and outdoor direct rain or sprinkler) 3.Fan Mountling Brv*at 3.Fan Mounting Bratsk locations as defined by NEC and CEC. This Pramiuni Dryer koeter Kit Includes Drawn By: Date: Meets United States UL Underwriters the Followlrtg Components-. Laboratories&CSA Canadian Standards 1,PV 100x Duct t3oosdng Fan�14.2 CFMI FLH 1 1 .28.21 Association Product Safety Standards 2,CS-328 High Current Blaming Mch • Fixture is Dark Sky compliant and Dimensions Inchrasimm 3,Fen Mounting Bracket FEATURES AND engineered to minimize light glare upward File: into the night sky. hl9slgl A B C Q 1! F e 1Vilght BENEFITS g y' I�"i 2121 ■ For complete warranty information visit ai$Tr 3,E,,, 7,,,,� �..,� ..�.�� .,• � r-,. (hYPerlink} P1�1 x 60. 273 e7$ �1$Q ... 4e6 "1 W ..:. 120 :..24.3 .;° s.0 ■ 2 year finish warranty Issue: ■ 12 year warranty on electrical wiring and Air Performance � a components CFht v sw6c Prossurs i8P)Ina,We Duct • Bold lines and a clean, minimalist style Model Nom. Voft max. Max' Dia complement contemporary architecture No. RIM waifs 01' 0 t23" 23" 0 875" 0 ! La 1 c' 1 25" 5' sp - ins, Date: Striking black finish enhances design PV i4Dx 28ail) 115 84 10 142 10 120 111 1 IN 1 80 W 1I 1.85 4" 11/28/2021 FINISH Black Fcr mars Inkrenadon coniert us at wuvwool 9Imw-us&=m.ur 1.600.+:t61.7974 f e scdltlgr I.4.upmittAi crawlilgt. - SoloP PaIzu w1I1 not be Fe spomluio For I'm GrIoafian oneness or ormrs resuiting from euMmarm>te Flom-aurrsntsubmIttel drawing. Sheet Title: M07OR DATA SPECIFICATIONS AT HINKLEY,WE EMBRACE THE DESIGN PHILOSOPHY THAT YOU CAN MERGE TOGETHER THE LIGHTING,FURNITURE, AMISS RPM VOLTS FAH Hz ENCLOSURE ART,COLORS AND ACCESSORIES YOU LOVE INTO A BEAUTIFUL ENVIRONMENT THAT DEFINES YOUR OWN PERSONAL STYLE..WE HOPE YOU WILL BE INSPIRER BY OUR COMMITMENT 70 BEEP YOUR'LIFE AGLOW., life AG LOW® ACCESSORIES 1 2 3 4 5 REMARKS Sheet No.: PROJECT, CONTRACTOR- LOCATION: REVISION DATI°r FORM NO.: SUBMITTED E'Y'r ®ATE Q 0 a ENGINEER, APPROVED EYi ©ATE' ❑ GIF-2-IS4011 soler l % '�lfsncAaticwl�r�s . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . r, . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Community Development Department o Planning Division - Cupertino • • • • • • . -CUPERTINO APPROVED Thomas and Botts Corporortion Thomas and Butts Corporation Thomas and Betts Corporation .•.•.•.• . . . . Case# R-2022-004, Product fluids Specification Product Guide Specification Product Guide Specification A S'.T U*.'D 1'.0.'> Specifier Notes: This product wide specification is written according to the Construction Specifications Institute 1.05 WARRANTY C, Polycsrbonate Non-metailio Cutlet Boxes; Approval I Body: Director/Staff 1, Non-metallic outlet boxes w Ill be molded from Polycerbonate • • • • • • • • • • • • • • • • pp Y {C51) 3-Part Format, Inr uding lester�ormat, flr�nformatr Bnd f orme#, ae described in 7 �rta]a A. Product is warranted free of defects In material and workmanship. 2, Polycarbonat'e non-matelilo outl'e't boxes shall not rust, . . . . . . . . . © .'. .'.'.(0 Approve I ate 03/29/22 Resource A arrual—C J Manuel ofPri fit , Fi i o'Ib'or�. 3. Polycerbonat'e non-matellb outlet b�shell be provided with knockouts or cable clam pa to . . . . . . . . . . . . . . . . . . . . . . . . . . '.�, Signature Jeffre Tsumura Thls sectlon must be carefully reviewed and edited by the Architw'or Engineer to most the requirements of the B. Product is warranted to perform the intended function within dsalgn limits. facilitate wiring. ..................................................................0 4, Polycarbonat'e non-metalllo outlet boxes shell be Itied for use with masonry walls. Case Manager project and local bulldln'g code. Coordinate this section With other specification salons and the Drawings. Delete " V all "Specifier Notes"rafter aditlrg this section. PART 2-PRODUCTS 8, Polycerbonat'e non-matalllo outlet boxes shell be UL classifed for a 2 hour fire rating for wells P:.408.892.502o.'F.�4t)8:871:6923.:......:.:.: .....r and ceiling's, 5ectlon numbers are from MestmFormat 2010 Update, 2.01 GENERAL a, Polycarbonate non-metallic outlet boxes shall be listed for use with 90 degree C conductors. 7, Palycarbona#e non-metallic nailing boxes shall be UL listed for flxture or flan strpp'ort. A. PVC, Phenolic and PolyOarbonate non-motel lic boxes shall be listed and comply with NEMA CS-2. Project: SECTION 28 05 33.17 D, PVC Non-metallic Law Voltage Brackets: NON-METALLIC OUTLET BOXES B. PVC non-metallic love voltage brackets shalll be listed, 1., Non-metallic brackets shall be molded from PVC. Wei Tantau Property 2, PVC non-Metallio brackets shall not rust. New Custom Homes Specifier Notes: Delete any information below in Parts 1,2 or 3 which is not required or relevant for the proleot. 2.02 MANUFACTURERS 3. PVC non-Metallic brackets shall be provided without banks to foollitate cable bend radius 10548 S. Tantau Ave. requirements. Cupertino, CA 95014 A. Aaoepteble Manufacturers: 4. PVC non-Metallic Brackets shall be UL listed. p Thomas&Bette Corporation PART 1 -GENERAL 8155 T&B Blvd PART 3-EXECUTION 'l.i�1 SUMMARY Memphis, TN 38125 800-816-7809,901-252-5000 3.01 INSTALLATION Applicant/Owner: �tnbcom A. Thle section Includes the follo)Mng: A. Installation shall be In accordance with NEC Article 314 where applicable and .any manufacturer's Ms. Li Wei 1, PVC, Phenolic and P'olycarbonate'sydt'ch and outlet boxaa listed for use with non-metallic Produce: instruction& sheathed cisbi's. 1, CarlorrT BlueTm and SuparBlue'rm PVC Boxes 11566 Fallcreek Spring Ct. 2, PVC brackets for low voltage wire and cable management. 2, CarlonlD Phenolic Boxes Cupertino, CA 95014 1 Carlon(D Polcarbonat'e Boxes END OF SECTION Tel. 408.797.4948 1.02 REFERENCES 4, Carlon(D Love Voltage Brlacketa LilyWei10@Hotmai1.com A. Underwriters Laboratories, Inc. (UL): 2.03 DESIGN AND PERFORMANCE REQUIREMENTS 1, U L 514C Nonmetallic Outlet l3ox'e~s, Flush-Device Boxes,and Covers A. PVC Non-metallic Outlet Boxes; S. National Fire Protection Association (NFPA): 1, Non-metallic outlet boxes'shall be molded from PVC. 1. NFPA 70 National Electrical Code(NEC) 2, PVC non-metallic outlet boxes shall not rust. Architect: l l Manuflaots.rrsrs Association NEMA 3• PVC non-metallic outlet boxes shall be provided with knoo route or calble crimple to facilitate C. National Era 1. NEMA OS-2 Nonmetallic Outlet Byes, Devios Boxes, Covers and Boo Supports }�ring' STUDIO 61 ARCHITECTS, Inc. pp 4. PVC n>an-rt}e�llilo outlet boxes shall be listed for use with masonry welds. 12480 Saratoga Ave. 1. 3 SUBMITTALS 5. PVC non-metallic outlet boxes shall be UL Clasahfled for a 2 hourfire rating for wells and oollings, Saratoga, CA 95070 6. PVC non-metallic outlet tuxes shalt be Ilated for use with 90 dogree C conductors, T: (408) 892.5020 A. Comply With Section 01 33 00-Submittal Procedures. 7. PVC non-metallic ceiling boxes shall be UL listed for Fixture or fen siApport, S61 ARCHITECT@GMAIL.COM B. Product Dom: S. Phenolic Non-me'tallio Cutlet Brutes: 1. Submit manufacturer's descriptive literature and product specifications for each product. 1. Non-rn'e'tallio outlet boxes shall be molded from Phenolic 2. Manufacturer's product drawings, 2. Phenolic non-metallic outlet boxes shall not rust, 3. Phenolic non-metallic outlet boxes%hail be provided with knockouts or cable clamps to SED ARCH 1.04 QUALITY ASSURANCE facilitate Wring. �G�� PNK L. 4. Phenolic non-metallic outlet boxes shall be listed fbr Use With masonry walls. � A. Manufacturer Qualiflcaltl'ons: Products ahall be free of defects In material and wotmanship. 6. Phenolic non-metallic outlet boxes shall be UL Classified for a 2 hour fire rating for walls and ceilings. Phenolic non-metallic outlet boxes may be installed in same wall stud'oaVity of a NO. C29889 B. Furnished boxes,covers and brackets shall be laL or ETL Listed andlor CSA kl ed or equh+alant In shared two-hater wall per it's UL clessifoation. Phenolic non-metallic outlet boxes may accordance with the applicable code. fats opposite directions with only a 3" horizontal separation per it's UL Classification. REN. 2/28/23 6. Phenolic non-matallic'outlet boxes shall be listed for use with 90 degree C'conductors. 7. Phenolic non-metallic ceiling boxes shall be UL Ilatad for fixture andlor fan support. qF CF CA��FO NON-METALLIC OUTLET BOXES NON-METALLIC OUTLET BOXES NON-METALLIC OUTLET BOXES 26 06 33,17.1 26 06 33=17.2 26 06 33.17.3 REVISION 0 REVISION 0 REVISION 4 STRUCTURE ENGINEER: ,Illttlrll . • A. Max 200 pair No. 24 AWG(or smaller)capper conductor cable with potyvinyl chloride(PVC)jacketing and insulation. ��IIIIII�II13I IIIIIIIIII II III C Max 1 B. power cable with co Err conductors and Cross-linked polyethylene(XLPE)jacketing. 11111 IIIIIIII p'l1° °°r°°°°IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII / '750 kemil p pp M � .IIIII allllll IIIIII Ak IIII IIIIII �q III tl II!g I IIIIIIIIII C. Max 3/C N4. 2/0 AWG for smaller) aluminum or Copper Conductor service entrance cable with PVC Insulation and jacket. D7 Max 3/C No. 8 AWG(or smaller)nonmetallic sheathed(Romex)cable with copper conductors,PVC insulation and jacket. ue ire 0 [0 UC S �Ir,Ili I ,II;. E, Max 7/C No, 12 AWG(or smaller)multicowuctor power and control cables with 7CLPE or PVC insulation and XLPE or PVC jacket. " F. Max RG59/U (or smaller)Coaxial Cabld with fluorinated ethylene insulation and jacketing. I?�' I I !El�r io! dI�I�Gior I I � 1 r i I insulation andjacketing. G. Max 6Z 5148 jibe v t t cable with PVC n5t I p (IIIIIIII l �� I�, I ,WaL-1_ JUniq F S1 pP d I Jill UL ?(HEZ . I�Illi II�I�I,,��I '[Ills �I��Igkh H. Max 4 pair No. 24 AWG(or smaller)copper conductor category 5 with Hylar insulation and jacket. Drywall 1 and 2 Hr, Through-Firestop System using IIIIIIIIIIIIIIIIIIIIIIIIIIIIN,ryMMMI IIII,.MIMIV:::::^::::::: :up! 'N. !"!!'llli.'..,IIIII�I wlalll{Vh6�� ,i IIIIIIIIII �N I��lu OW I : ..IIIII CC p pop IIII 3. Firestop System--the firestvp system shall consist of the following: Unique Fire Stop Products - Split Sleeve A.Firestop Device* —Threaded steel sleeve halves incorporating split nuts and split washers sized to fit the specific diam of the opening. Device shall b2 installed around Cables in accordance with the accompanying installation instr�lctians. Device provided in r I yyI, I om an �in. S1 and 10 mm fixer,. Max diem of o shin in wall for 1, 2 and 4 in. 25, 51 and 102 mm)size devices are IIIlllll 1 � p IIIII ° n �, � d (�s, . � ,� p � c ` �li�ll�ll hull IIIIII IIII 1-7.J4, 2-71t16 and 4.1/2 in. (32,$2 and 114 rnm)respectively. IIII IIIIIIIIIIIii111 I I "llllll'° UNIQUE FIRE STOP PRODUCTS INC--Spi It Sleeve Guide XHEZ APril 1 Z,2010 III III f QIIIIU IIIIIQ (IIIIIIII IIIIIIII I IIIII pill cirri cal+ IlOgill' II AI rr IIII IIIIII IIIIIUI IVIIIIIIIII i Through-fill@Stop$YSt�R15 r 1 I I I II III po111u1 'III IIII' Ir4 S. Fill,Void or Cavity Material*-Putty—P4in 1 in, (25 mm)thickness of fill material applied within the split Sleeve,flush with IIII IIII ■ III IIII ' III �Illnn Il III 1111 II IIII III��IlllalII �II�InmID' IIIhI III ul1 III Vu11tl III IIIII(IIIIIIIIII I I�III r' both ends.Allowable fill materials: Hi10 CP 61�8 putt /Specified Techno[o ley Inc. Spec Seal Putty 1 Rectarseal Metacaulk System IIIII01 llllllll IIIII III IIp11tl4 ,IIIIIIIIII IIIIIIIIII lllllllllllp' Y g tam n10.W4.3x32 F Rabngs-1 and 2 Hr(See item 1) HILTZ INC--CP 618 T Rating-0 Hr f'':+'ll=:'S'I.`•.i ?°S,1;11 P,}� 1--;;;I;,I';;3(;I .I f:;l ndard RECTGRSFAL.-F$P 1000 Putty, F rating is 2 INr when this material is used. S71-SSP series * Searing the ULClassiFcatlon Mark _ A NO. Revision Date Design/System/CvnstructionfJkssembly Usage Disclaimer Drawn By: Date: + Authorities Having 3urisdiction should be conslulted in all cases as to the particular requirements covering the installation and use of FLH 1 1 .28.21 UL Listed or Classified products,equipment, system,devices,and materials. 3A Ik:!�t I I""1 '11.1, f2'I''"E;:',:';fill"( c it l r, c::il.n Cal t n e I n e l'(.::l';:'.C"1'i:;4E:''ta oil rl If"IE!ca 1.li..l li'If:;` ea ni ii,.] Benefits: Authorities Having Jurisdiction should be conslulted before construction. 3g p:::,,1,..., :::::I;:::: ,,I,,, :::, ::,•;: •..:I 1:ut:�r1 :!1: :,I,' i i %.ash openirgl to less than 4 niches File: be 1. V:.., ,..,11 IIIII Imt...,:..,lll I,.;u I,.,il II::.,.�e,:::3.p,.,.. QItI1C1LIgh a..l ..14..I„31..11.IIIU1 :'r a e',cy slid re<:rue . Fire resistance assemblies and products are developed by the design submitter and have been investigated by UL for compliance ;. 38 ::i .tr;;il u : ode .n fu I aperaUon ar d merg dsscat:e with applicable re uirements,The published inforrnation cannot always address eve construction nuance encountered in the field, dayI,'I `II'll' f;:;If"II'VE' I,,,,II'il"1::,::1 f1„ll'li,' I: IE::! '''rin 11 "f Ili:: ;. j,.4,, wt4 P Y N ` . : d r v S l 1:....1 �3'1.I v_, G2121 ., ..L .n .h ,, � i :ye';'ica;:,al.rtorrat I:Icy re,..,.t..by losing tie'w ndc•.•, -,',, ,; ::;'r a s r + When field issues arise,it Is recommended thie first contact far assistance bs the technical service staff provided by the product d:1 C. ..r I I i. C g standard 1... tl I.. srr,l the l.., I I I...I l::illl c.11 I II I.„ :II,;Nc;;�c•, �,..r.,l Cell•} rer-ns In Sf:i.lt::', 'E.c:�...,'E.....,Ir.,l �r manufacturer noted for the design. users of fills resistance assemblies are advised to consult the general Guide Information far each o n I,..,I I::1::11,: I'...IP 1,:::1 o r::::,. ('.I ):-a tern tl':e to rrririmum s I na gh:'equirerren',(4C'I"'salt Racal I�uilc:lir'!::1 product category and each group of assemblies.The Guide Information includes specifies concerning alternate materials and Issue: cc)I;1;;;;) alternate methods of construction, 2 Milgare9 I:Irlr,rlr,:;lr::, an Dpenirp C:on`r1D1 De ce{'',+V01: C;i thvt only products which bear UL's Mark are considered as classified,Listed,or Recognized. meets I ! I rl F2(' ! Ili rd rvhi:,hl hn"its 1-,,! 1i.,..'+'%.ash cala::.'un[l �t _ - Date: l 1 B 1A e: to le,;: l n it 1 1 n:'dPII n I .I tY f 1. risk C17 dungy}erows falls:. It ai s:-`r1 a't a ally f 141 Reprinted from the UL 0nline Certification Directory with permission from Under wfitem Laboratories Inc, 11/28/2021 dls9rrfl , r Il: I u I nil I ",%,ind'w'vi and re:'7ts bl ::1a::zirP:l tl`i(i'':II,;•;1'i,'. •',(IIIIII Copyright Ca}2011 Underwriters Laboratories Inc,b Section AwA V N abll ! ::In 11 rle n Jh se r Iiic i a Pall l'.,:: liI' +:`` Sheet Title: .... " Last update: 2011-06-22 Ma11 ok:1il Ies Q lfrrati ,r11 r7IIIIrII I II II II al p u 1 ril I';II p C ern_Ilt Vinyl Single Huncl 1.Wail Assemllsly The 1 or 2 hr fire-rated gypsum board/stud wail assetrbly shall be constructed of the materials and m site mariner SPECIFICATIONS win 1l:;Il,l,rea 111111sic I,I, i1...s 4'$::Il„I described in the individual U300, U400 or V400 Series Wall and Partition Designs In the UL Fire Resistance cirectory and shall include the Hwnrble Hi.incl I;r1.is3er3nyr E.r3rus IanPy'j D res: i.,:ty'la I_ii !.!,2:1!:!1ii:,'if;:h:3 I +Si!:50 or zontal Slider 4':iOC ID for Tuscary fun:Trirsic Series s ogle! following construction featu h.u•r{;,doible hunCl and hvizontal slider Case1 fF1'lt Fiber;;Idl::lcs:s A.Studs•--Wall framing shall Consist of either wood studs or steel Channel studs, Wood studs to consist of ngm 2 by 4 in. (51 by 1...1I11:1a";::Ial:sril,,s 1::::1! ill C,3emerrt 102 mm)Iurnber spaced 16 in. (406 mm)OC.Steel studs to be min 3-5/8 in. (92 mm) wide and spaced 24 in, (610 MM) ❑C. wi ndk)Ywrs pUpllllllllllllllllllpll„" * .. 8, Gypsrlm Board 518 in. (16 mm)thick,4 fit(1219 n1ri1)wide with square or tapered edges.The gypsum board type, Alur'Iur11..1ru I Sinclle Hung IIIIu:!rmsllyr Ilu'o"Ip:;ln:;rl,lf:'a.Ei,ts.11..11'nmt.lrn I^.,:"5'� W1ni.l�:.n,�t�:�l H�:yr'zomtal:31ia:IF�rs I ayyWlna' thickness,number 4F layers,fastener type and Sheet orientation shall be as Specified in the individual U300, U400 or V400 Series III Designrs in the UL Fire Desistance Directory. Sheet No.: The hourly F Rating of the firestop system Is equal to the hourly fire rating of the wall assembly in which it is installed. 0PEifI,II!4"II"'1111:;U1l11,11 I1::::11F iVPhl'1C:,1::::IEll .IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII u "' "I I ,II "' r 1° °: "' :,••„,::::, 2. cables�-Aggregate cross-sectional area of cables in Split Sleeve to be ruin a percent to max 46 percent of the aggregate crass-sectional Singlt„ IIII•loulp,It„„16,bh,,,II II6,IIIuI;J II,u1uJ II lan,.nntal Slode.r 1.,., st....r, ...1L.,r:r�..,,....., area of the Split-Sleeve, Cables to be rigidly supported on both sides of wall asSernbly.Any combination of the fnilawing types and sizes of from 1:::II:;n!„r°111"'Ic; "111'°IJ1 i i,:1 n.a; l°ul:rrI in and sas', r,'°Ir. �1 -e-o::-r -g; s TJtc yf ,.. ti'tE:ti:ita T<.b IIIIII y cables may be ulsed. reset!: 'i "'ll:;:'I"'I 1,::as ii3"'I Is fJC;);p!!(:. : CaSEII'll"VII!iCll"VIC" :!Ill"II"I Tilt 3 II"II oil'I:I"Fi1f::•(I.,I""I:1 di`.:eneg ayFi'd dy'"r,:leash zl :ab c r 1:1'1F:'t':I;k. faallllw., Q O 4':OCD`or!;Iris L ne Series Y,'C•:6 fa"A1amrlum S,:Nles slrr;;le hung acid horizontal slider s ogle lung end hvizonti:d slldr:d• 251�980.5018 unique Fire Stop Products,Inc, uniquefirestop-corn 251-96A•5018 Unique Fire Stop Products, Inc. uniquefirestop.com h11L..J. f?:I f:01'v'I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � . . . . . . . . . . . . . . . . . . . . .o Comm D�vI�prr}�Int,� art n D B A .'.'. Planning NOTE:on rCupertin NOTE: A3.3 A3.2 A3.2 APPROVED . . . .o tUPERTINO 15 -2 30 -9 •ia 102 _ �NG AND STEP W/ MAX. 7J" RISE AND 10" MIN. ® RESIDENTIAL LAVATORY FAUCET FLOW RATE SHALL NOT ® COOLING UNITS LOCATED IN THE ATTIC SHALL HAVE AN ` Case# GE CONT. GALV. FLASHING WHERE EXCEED 1.2GAL/MIN @ 60PSI (CGBC 4.303.1.4.1) ADDITIONAL METHOD FOR CONDENSATE OVERFLOW SHALL BE 11' 11" 3'-3" a EET WOOD. PROVIDED IN ACCORDANCE WITH ONE OF THE FOLLOWING .i.'.0.. fJjaP IN GARAGE SHALL NOT HIGHER THAN 6" ® DRYER DUCT TERMINATE, SEE 1� ON PAGE A3.1 (INDICATE ON PLAN WHICH METHOD TO BE INSTALLED): (CMC Approval Body: Di for afF SH. SH. 310.2 Approval ate C&9/2�ITCHEN FAUCET - SEE 2019 CALGREEN CHECK LIST ON ® NO DOMESTIC DISHWASHING MACHINE SHALL BE DIRECTLY A. A WATER LEVEL DETECTING DEVICE THAT WILL SHUT OFF 2650 2650 : : : : : : : : : : : : : ::©: : : .:.:R AE, � - ��,,... � � W RATE OF 1.8 GPM AT 60psi. CONNECTED TO A DRAINAGE SYSTEM OR FOOD WASTE THE EQUIPMENT OR APPLIANCE IN THE EVENT THE PRIMARY . � . � . � . � . . � . . � . Signature Jeffre sums ,„GE MINI. DISPOSER WITHOUT THE USE OF AN APPROVED DISHWASHER DRAIN IS BLOCKED. 19 0 R FROM FINISH WALL TO FINISH AIR GAP FITTING ON THE DISCHARGE SIDE OF THE N WH . . . . . . . . . . . . . . . . . . Case DISHWASHING OF GARAGE. NO OBSTRUCTIONS ARE DISHWASHING MACHINE. LISTED AIRGAPS SHALL BE INSTALLED B.AN ADDITIONAL WATERTIGHT PAN OF . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .N ALLOWED WITHIN THE 20' BY 20' GARAGE, MEASURED 6" CORROSION-RESISTANT MATERIAL, WITH A SEPARATE DRAIN . . . . . . . . . .20. F.408.871:6923 . ....:.:.: . .. .r WITH THE FLOOD-LEVEL (FL) MARKING AT OR ABOVE THE LINE INSTALLED BENEATH THE COOLING COIL, UNIT, OR THE N TO 6' FROM THE FINISHED FLOOR. FLOOD LEVEL OF THE SINK OR DRAINBOARD, WHICHEVER IS 0 5 SHOWER AND TUB WALLS TO BE A SMOOTH, HARD, HIGHER. CPC SEC.807.3 APPLIANCE TO CATCH THE OVERFLOW CONDENSATE DUE TO �n 0 BEDRM. � 19 � O A CLOGGED PRIMARY CONDENSATE DRAIN. 0 1 Project: NON-ABSORBENT SURFACE OVER A MOISTURE RESISTANT C.AN ADDITIONAL DRAIN LINE AT A LEVEL THAT IS HIGHER °' UNDERLAYMENT, HARDIE PANEL, OVER 151bs FELT, TO A ® ISLAND COUNTER 1 00 THAN THE PRIMARY DRAIN LINE CONNECTION OF THE DRAIN o 1 13'-4 1 2 13'-4 1 cn CLNG. HT. / " 2'-0" /2" 2'-0" Wei Tantau Property HEIGHT OF 72" ABOVE DRAIN INLET PER CRC R307.2 PAN. 4'-2 1/2" , rn p Y ® 22 x30 ATTIC ACCESS, MANUFACTURE BY ACUDOR ACCESS D.AN ADDITIONAL WATERTIGHT PAN OF Q 9 -0 0 i® New Custom Homes © WATER CLOSET MAX. 1.28 GAL/FLUSH. PROVIDE MIN. 30" co DOOR. MODEL FW-5050 INCLUDING SELF-CLOSING AND SELF CORROSION-RESISTANT MATERIALS WITH A WATER LEVEL 0 EQ. EQ. EQ. EQ. 10548 S. Tantau Ave. WIDE BY 24" CLEAR IN FRONT OF WATER CLOSET. LATCHING. SEE SPEC ON PAGE AO.4 DETECTION DEVICE INSTALLED BENEATH THE COOLING COIL, Ilk UNIT, OR THE APPLIANCE TO CATCH THE OVER-FLOW Cupertino, CA 95014 07 2% SLOPE TOWARD GARAGE DOOR 00 o CONDENSATE DUE TO A CLOGGED PRIMARY CONDENSATE co BATH 4 ® TEMPERED GLASS STAND SHOWER WITH MIN. 30" DIA. ® ADU ATTIC ACCESS, 30%22" W/ MIN. 30" CLR. ABOVE DRAIN AND TO SHUT OFF THE EQUIPMENT. 0 CLR. INSIDE, MIN. 1024 SQ. INC., WITH TEMPERGLASS ACCESS. DOOR WITH MIN. CLR. OPENING OF 22" ® 24%36" NON-OPERATE SKYLIGHT BY VELUX AMERICA, ® (N) FURNACE SHALL COMPLY WITH CMC SECTION 904.11. CLNG. HT. 24870 ® ® A licant/Owner: i 15" 15" 5 pp ER PROVIDE UL. LISTED N 9 -0 i i o �9 PERMITTED OPENINGS BETWEEN GARAGE AND THE A. AN UNOBSTRUCTED PASSAGEWAY WHICH: ��ii ' i CLR CLR i Mo - MS. Li Wei DWELLING SHALL BE EQUIPPED WITH 1 3/8" IN WHOLE HOUSE VENTILATIO PROVIDE FOR SECONDARY UNIT 1. IS LARGE ENOUGH TO REMOVE THE LARGEST PIECE OF �, 3'-0" � 5 X 1 0 11566 Fallcreek Spring Ct. THICKNESS, SOLID WOOD DOORS, SOLID OR HONEYCOMB ® REQ. 39.69CFM. PROVIDE PANASONIC WHISPER GREEN EQUIPMENT BUT NOT LESS THAN 30 HIGH AND 30 1 � i __ i i CORE STEEL DOORS, 20-MINUTE FIRE-RATED DOORS. WIDE LO4 4 PATIO ® o Cupertino, CA 95014 DOORS SHALL BE SELF-CLOSING AND SELF-LATCHING. FV-11 VACS WHICH PROVIDE 110CFM, OR EQUIVALENT, USE 4" 2. IS NO MORE THAN 20 FEET IN LENGTH WHEN MEASURED ---� © 4 Tel. 408.797.4948 (R302.5.1) AC AND WHOLE HOUSE VENTILATION TO PREVENT MIXING OF SMOOTH METAL DUCT. PROVIDE PROPER DISTANCE BETWEEN ALONG THE CENTER LINE OF THE PASSAGEWAY FROM 3080 , a' LilyWei10@Hotmai1.com AIR. MAX. 1.0 SONES IS ALLOWED FOR THE NOISE LEVEL OF THE ACCESS OPENING TO THE EQUIPMENT, AND 14 14 i 1 0 i 10 TYPE 'X' GYP. BD. AT ALL GARAGE WALL FROM SILL THE FAN. WHOLE HOUSE VENT SHALL HAVE INSULATED 3. HAS CONTINUOUS SOLID FLOORING NOT LESS THAN 24" !, 0 ___-- ___J PLATE TO UNDERSIDE OF ROOF AND a" TYPE 'X' GYP. AT LOUVERS OR COVERS WHICH CLOSE WHEN FAN IS OFF. WIDE THOUGHOUT ITS LENGTH. 1 r N ALL CEILING. COVERS OR LOUVERS SHALL HAVE A MINIMUM INSULATION B. A LEVEL SERVICE SPACE AT LEAST 30" DEEP AND 30" WIDE 6 i° X i VALUE OF R-4.2 LOCATED AT THE FRONT OR SERVICE SIDE OF THE SL. 8050 0 LANDING IN SIDE YARD SHALL NOT HIGHER THAN 18" EQUIPMENT. � 1 �r 1 I Architect: FROM FINISH GRADE. WHOLE HOUSE VENTILATION: C. AN APPROVED, INDEPENDENT MEANS OF DISCONNECT FOR o N / Q WINDOW SEAT, MIN. 24" HIGH FROM FINISH FLOOR THE ELECTRICAL SUPPLY TO EACH PIECE OF EQUIPMENT 1 yi\ I 12080 CO STUDIO 61 ARCHITECTS, Inc. LOWER COUNTER CFM REQ. = 0.03CFMx(573SF)+7.5CFMx(2+1)=39.69CFM SHALL BE PROVIDE IN SIGHT OF THE EQUIPMENT SHALL BE N 4'-2 1/ LO 2" ADU ® 10 N 12480 Saratoga Ave. PROVIDED IN SIGHT OF THE EQUIPMENT SERVED WHEN THE L KIT. 1 14 = Saratoga, CA 95070 14 UPPER CABINET SUPPLY VOLTAGE EXCEEDS 50 VOLTS. Ln 0 i ' V) g ® SINGLE SHOWER HEAD - 1.8GAL/MIN. @ 80PS1 (CGBC D. A DEDICATED CIRCUIT SHALL BE PROVIDED FOR THE 0 CLNG. HT. T: (408) 892.5020 1© PROVIDE WALL CLEAN OUT FOR ALL SINKS. 4.303.1.3.1). MULTIPLE SHOWER HEADS SERVING ONE SHOWER FURNACE. M v 10'-0" i HATCH AREA S61ARCHITECT@GMAIL.COM 16 GABAGE DISPOSAL - COMBINED FLOW RATE OF ALL SHOWERHEADS AND/OR E. A 120-VOLT SERVICE RECEPTACLE SHALL BE LOCATED REPRESENT THE FIRE E DISH WASHER OTHER SHOWER OUTLETS CONTROLLED BY A SINGLE VALVE - WITHIN 25 FEET OF AND ON THE SAME LEVEL AS THE E RATED FLOOR ABOVE 1.8 GPM AT 80 psi. CGBSC SECTION 4.303.1.3.1 EQUIPMENT FOR MAINTENANCE. THE SERVICE RECEPTACLE A3.3 0 4 " DIN. A3.3 ELECTRIC RANGE, PROVIDE DEDICATED 220VOLT OUTLET SHALL NOT BE CONNECTED ON THE LOAD SIDE OF THE T _ N � r--,�--� , DIN. � ® SPOUT CANNOT SPRAY DIRECTLY TO ENTRANCE AND BATHER REQUIRED MEANS OF DISCONNECT. i \01 i � FAM. USED 19 CONDENSER UNITS, SEE KEY NOTE (q)ON PAGE AO.1 MUST BE ABLE TO ADJUST VALVES PRIOR TO STEPPING INTO F. A PERMANENT SWITCH CONTROLLED LIGHTING FIXTURE SHALL --- -------T; --��- -- -- �- DEDICATE vG��p,NK SHOWER, 2019 CPC SECTION 408.9 BE INSTALLED FOR MAINTENANCE OF EQUIPMENT IS REQUIRED L------ ® CERAMIC TILE OR NATURAL STONE OVER J" CONC. BOARD AND SHALL BE ACCESSIBLE. SUCH FIXTURE SHALL PROVIDE 8'Wx8'Lx5'H(TO THE CLNG. HT. OVER PLYWD. SUBFLOOR ® THE MAX. HOT WATER TEMPERATURE DISCHARGING FROM THE BOTTOM OF FLOOR SUFFICIENT ILLUMINATION TO SAFELY APPROACH THE �, --� JOIST 10'-0" NO. C29889 BATHTUB, SHOWER AND WHIRLPOOL BATHTUB FILLER SHALL BE r� EQUIPMENT AND PERFORM THE TASKS FOR WHICH ACCESS IS °D REN. 2/28/23 TILE OVER THIN SET OVER 1" CONC. W WIRE MESH LIMITED TO 120 DEGREES FAHRENHEIT. THE WATER HEATER w J c `,i F� __ -- ® / PROVIDED. CONTROL OF THE LIGHTING SHALL BE PROVIDED 0 c� o ® --� OVER 151bs FELT, OVER WATER PROOF LINER, OR OVER THERMOSTAT SHALL NOT BE CONSIDERED A CONTROL FOR _ F.F. 103.10' s� \Q AT THE ACCESS ENTRANCE. _ CLNG. HT. Q0 , --- � HOT MOPPED SHOWER PAN, OVER PLYWOOD SUB-FLOOR. MEETING THIS PROVISION. (CPC 414.5 & 418.0) E❑ �o r 9 G. COMBUSTION AIR MUST BE MAINTAINED. 0 r� 10'-0" Ln ;�' MDU o OF CP, � H. THE CLEAR SPACE AND DISTANCE TO COMBUSTIBLE LO ® ROLL UP GARAGE DOOR 16'-0"x8'-O" ® TWO WAY SLIDING SHOWER DOOR. ALLOW BATHER TO MATERIALS AROUND THE FURNACE UNIT SHALL COMPLY WITH o J ,y ACCESS SHOWER VALVE PER KEY NOTE ® �� v 10'-3" 5'-0" _ ® PROVIDE TEMPERED GLASS WINDOW IF WINDOW SILL LESS ® THE MANUFACTURES INSTALLATION INSTRUCTIONS. BEDRM. X J cn THAN 60" HIGH FROM SHOWER FLOOR. 5� 30" DIAMETER. I. A SEDIMENT TRAP SHALL BE INSTALLED ON THE GAS LINE 2 �- DOWNSTREAM OF THE APPLIANCE SHUT OFF VALVE AND AS �, 17 ® STACK WASHER AND DRYER, SEE KEY NOTE ® . CLOTH ® LINE OF SECOND FLOOR EXTERIOR WALL ABOVE CLOSE TO THE INLET OF THE EQUIPMENT AS PRACTICAL. C CO 14 STRUCTURE ENGINEER: DRYER, SHALL BE VENTED WITH 4" DIA. RIGID METAL J. APPLIANCES GENERATING A GLOW, SPARK OR FLAME � DUCT. PROVIDE BOOSTER FAN BY AIR MOVEMENT CAPABLE OF IGNITING FLAMMABLE VAPORS MAY BE V.2 M __________________________ V.2 PRODUCTS, MODEL PV-10OX. SEE ATTACHED SUBMITTAL ® FURNACE INSTALL IN CRAWL SPACE AS FOLLOW: INSTALLED IN A GARAGE PROVIDED THE PILOTS AND �`�----J i,' CUT SHEET ON PAGE AO.3. EQUIP WITH 4" OPENING a. MIN. CRAWL SPACE ACCESS 22%30". CMC SECTION 304.4.1 BURNERS OR HEATING ELEMENTS AND SWITCHES ARE AT 18" 1 16 1 BACK-DRAF DAMPER. DUCT RUN UNDER FLOOR (CRAWL b. FURNACE MUST BE LOCATED WITHIN 20-FEET OF THE ABOVE FLOOR LEVEL. 4'-4" SPACE) TO OUT SIDE. DUCT TERMINATE SHALL BE 36" ACCESS OPENING. CMC SECTION 304.4.1 K. FURNACE SHALL BE PROPERLY ANCHORED AND SUPPORTED I 0 N c. A MIN. 30%30" MIN. LEVEL SERVICE SPACE IN FRONT OF TO SUSTAIN VERTICAL AND HORIZONTAL LOADS WITHIN THE 9'-8 1 2° I ® 13 AWAY FROM WINDOW OPENING. FURNACE IN CRAWL SPACE. CMC SECTION 304.4.3 STRESS LIMITATIONS SPECIFIED PER CMC 303.4 F 10'-10" / F.F. 102.60' � _ _ J o vJi F ^ 0 ® CRAWL SPACE ACCESS MIN. 18"x24" OPENING. d. SOLID FLOORING IN THE CRAWL SPACE NOT LESS THAN 24" L. PROVIDE 30" HEADROOM CLEARANCE. A3.3 10 L--------------- --- -- - � A3.3 WIDE FROM THE CRAWL SPACE ENTRANCE OPENING TO THE M. PROVIDE 25 GAUGE METAL F.A.U. DUCTING IF PASS THROUGH N 3' 0„ i 3>_7 ® HEAT PUMP ELECT. WATER HEATER FOR MDU, INSTALLED ® KIT. ON 18" PLAT FORM INSTALLED PER DETAIL FURNACE. CPC SECTION 304.4.2 FIRE WALL. 10 e. THE FURNACE SHALL BE INSTALLED ON THE GROUND, THEN F.F. 102.10 0 G) 18 MANUFACTURE RHEEM, MODEL XE80T10H45U0 i 1, � 2680 o A8.1 AMEND THE PLANS TO SHOW THE UNIT SHALL BE N. PROVIDE A PAN AND A CONDENSATE DRAIN PIPE TO _ - SEE PAGE A0.4 FOR SPECS. � o--- ------------ - ---- 1 I INSTALLED ON A CONC. SLAB EXTENDING NOT LESS THAN EXTERIOR. DRAINPIPE OF NOT LESS THAN J" NOMINAL PIPE 20'-1" _ ---- -- 14 CLOTH DRYER, SHALL BE VENTED WITH 4" DIA. RIGID 3" ABOVE THE ADJOINING GROUND LEVEL. CMC SECTION SIZE, DISCHARGING AT A POINT THAT IS READILY OBSERVED. SEE® WH ® ® 0 4 © 904.3.1.1 ------ J METAL DUCT. PROVIDE BOOSTER FAN BY AIR MOVEMENT f. IF THE FURNACE WILL BE SUPPORTED FROM ABOVE, THEN N ® 14 izzzr PRODUCTS, MODEL PV-10OX. SEE ATTACHED SUBMITTAL AMEND THE PLANS TO SHOW MEANS OF SUPPORT AND A 3080 CUT SHEET ON PAGE A0.4. EQUIP WITH 4 OPENING ® LOUVER DOOR TO PROVIDE AIR VENTILATION ® � � BACK-DRAF DAMPER. DUCT RUN UNDER FLOOR (CRAWL MINIMUM CLEARANCE OF 6 FROM FINISH GRADE. CMC = ,�, ® � ® 2880 - 0 � , GARAGE „ SECTION 904.3.1.2 w -----� N I �HLF 5'-9" o CL. ®i SPACE) TO OUT SIDE. DUCT TERMINATE SHALL BE 36 g. IF EXCAVATION WILL BE NECESSARY TO INSTALL THE ® SOFFIT WITH 8'-0" CEILING HIGH ABOVE UPPER CABINET TO N o `0 N AWAY FROM WINDOW OPENING. FURNACE, THEN WHERE THE DEPTH OF EXCAVATION FOR I CL. `'off L__v__J RUN ALL ABS VENT PIPE - ALL ABS PIPE ON ADU SHALL _ THE FURNACE OR THE PASSAGEWAY EXCEEDS 12" BELOW NOT PENETRATE FIRE RATED WALL AND FIRE RATED FLOOR. 7 1 o ® 47 CLOTH WASHER, PROVIDE ON DRAIN PAIN WITH DRAIN PIPE ADJOINING GRADE, THE PASSAGEWAY WALLS SHALL BE I 3080 0 TO OUT SIDE. LINED WITH CONC. OR MASONRY EXTENDING 4" ABOVE ® 30%30" CRAWL SPACE ACCESS ON SIDE OF STAIR CASE - I =LO ® ADJOINING GRADE AND HAVE SUFFICIENT LATERAL BEARING SEE SECTION C/A3.2 4'-7 1/2" ° � 3'-8" 6'-3" NN DIRECTION OF VENT CAPACITY TO RESIST COLLAPSE. CMC SECTION 904.3.1.3 CEILING TO FLOOR CLOSET SPACE ® 30"x30" CRAWL SPACE ACCESS UNDER STAIR - SEE I 2'-4 1/2" N 1'-9 1/2" ® h. SPECIFY A RECEPTACLE OUTLET AND LIGHT FIXTURE NEAR THE APPLIANCE, WITH THE SWITCH CONTROLLING THE SECTION C/A3.2 I 1� BATH N 3� BUILT IN PANTRY W/ CEILING TO FLOOR CLOSET SPACE LIGHTING FIXTURE LOCATED AT THE ENTRANCE TO THE I FOYER 3 N HOOD W/ MIN. 100CFM, DUCT AND SHALF INSTALLED PER PASSAGEWAY. CMC 304.4.4 I IS -® "' �, BEDRM. o ® REQ. OF 2019 CMC. EXHAUST DUCT SHALL NOT PENETRATE ® HEAT PUMP ELECT. WATER HEATER FOR ADU, INSTALLED I © �' 4 T FIRE RATED ASSEMBLY. ON 18" PLAT FORM INSTALLED PER DETAIL 10 I i � MANUFACTURE RHEEM, MODEL XE80T10H45U0 CLNG. HT. NO. Revision Date - SEE PAGE AO.4 FOR SPECS. A8.1 F.F. 101.70' I 5 10'-0" ® WINDOW FIX PANEL i 5 O DrawnFLH 11 .28.21 ® 6080 - � ® PROVIDE ELECT. WATER HEATER FOR ADU, INSTALLED ON ® O 18" PLAT FORM AND STRAP TO WALL PER DETAIL 10 N REFRIGERATOR A8.1 N \ AWN. [ 2'-2" C,o SEAT �o File: ENTRYN 2121 ® PROVIDE J" TYPE 'X' GYP. BD. AT ALL WALL AND CEILING ' 4 4 OF USABLE SPACE UNDER STAIR. D c° 4 SL. so5o E❑ Issue: ® PATIO AND PORCH FINISH WILL BE TILE OVER CONCRETE A3.3 6'-5'° 7'-5°° 2'-7 1/2" N SLAB ON GRADE i ® 2% SLOPE AWAY FROM BUILDING 21'-0" 71/ 7'-0" 7'-11" 10'-0 1/2" Date: LEGEND: WINDOW NOTE: 11/28/2021 B A �.2 A3.2 Sheet Title: r 2x6 STUD @ 16" O.C. W/ R-21 INSULATION T❑ TEMPERED GLASS 1. ALL WINDOW SHALL HAVE U FACTOR MAX 0.30 BETWEEN STUD. INSTALL WALL PER GA FILE AND SHGC MAX. 0.23 NO. WP 3436. . THIS 1-HR FIRE RATED E❑ EGRESS DOOR OR WINDOW, OPENING HEIGHT NOT FIRST FLOOR PLAN WALL AND 40-44 STC RATED WALL TO OVER 44" ABOVE FLOOR, 5.OSF OF OPEN AREA ON 2. SEE DETAIL 11 FOR WINDOW FLASHING. A FIRST FLOOR PLAN CONTINUE FROM FOUNDATION TO GROUND LEVEL, 5.7SF MIN. OPEN AREA FOR WINDOW A8.1 /� 1/4"-1'-O" UNDERSIDE OF ROOF PLYWOOD ABOVE. SEE 7 ON SECOND FLOOR, 24" NET CLEAR OPENING HEIGHT, & 9 8.0 20" NET CLEAR OPENING WIDTH. ALL EGRESS 8 O WINDOWS W/ TWO OR MORE LATCHES SHALL HAVE XXXX NUMERIC NEXT TO DOOR ON WINDOW OR DOOR GENERAL NOTES: Sheet No.: THE LATCHES INTERCONNECTED AND OPERABLE FROM STAND FOR FEET INCH WIDE x FEET INCH HIGH THE LOWEST LATCH. EXTERIOR 2x6 STUD WALL W/ MIN. CASE 2650 CASEMENT WINDOW W/ 2 FEET 6" WIDE BY 5 1. PIPE/CONDUIT PENETRATIONS INTO FIRE RATED 5. THIS PROJECT DO NOT HAS RECESS CAN LIGHT R-21 INSULATION. SEE STRUCTURE 1 FEET 0 INCH HIGH FLOOR ASSEMBLIES - SEE SPECS ON PAGE AO.5 PENETRATE INTO FIRE RATED FLOOR ASSEMBLIES. DRAWING FOR WALL SCHEDULE - SEE 2. PIPE/CONDUIT PENETRATIONS INTO FIRE RATED 6. USE CARLON PVC ELECTRICAL BOX, MANUFACTURE A8.1 DH 3050 DOUBLE HUNG WINDOW W/ 3 FEET 0 INCH WIDE x WALL ASSEMBLIES - SEE SPECS ON PAGE AO.5 THOMAS AND BETTS CORPORATION. CLASSIFIED Q 5 FEET 0 INCH HIGH 3. ABS/PVC PENETRATIONS INTO FIRE RATED FLOOR FOR A 2 HOUR FIRE RATING FOR WALL AND 111111177- 2x6 @ 16" O.C. STUD WALL ASSEMBLIES - SEE SPECS ON PAGE AO.5 CEILING - UL 514C - SEE SPECS ON PAGE AO.5 ❑ SL 10080 SLIDING DOOR W/ 10 FEET 0 INCH WIDE x 8 FEET INTERIOR STUD WALL, SEE STRUCTURE 0 INCH HIGH 4. ABS PVC AND WATER PIPE SHALL NOT DRAWING FOR WALL SCHEDULE. / 2880 DOOR W/ 2 FEET 8 INCH WIDE x 8 FEET 0 INCH PENETRATIONS INTO FIRE RATED WALL OR FLOOR 2x4 @ 16" O.C. W/ R-15 INSULATION HIGH ASSEMBLIES. ALL WATER PIPE SHALL BE COPPER OR SCHEDULE 40. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � . . . . . . . . . . . . . . . . . . . . .o Community Development Department D B A . . . . . . . . . . . . . . . . Planningrq i o�5EI C rtiA3.2 A3.2 " ' . " " " " " " " ' .'.'. . tUPERTINO L�(� oAY NOTE: O Case# R-2022-004, . . . .' . . . . . . . . .�n / MAX. 7 " RISE AND 10" MIN. RUN. ® SINGLE SHOWER HEAD - 1.8GAL/MIN. © 80PS1 (CGBC ® (N) FURNACE SHALL COMPLY WITH CMC SECTION 904.11. PROVIDE25 GAUGE CONT. GALV. FLASHING WHERE CONC. MEET 4.303.1.3.1). MULTIPLE SHOWER HEADS SERVING ONE SHOWER PROVIDE UL. LISTED _ _ _ _ _ _ _ - - - - - - - - - - i ' ' ' ' ' ' ' ' ' ' ' ' ' Approval ody: Director%i@f - COMBINED FLOW RATE OF ALL SHOWERHEADS AND/OR A. AN UNOBSTRUCTED PASSAGEWAY WHICH: I I ' ' ' ' ' ' ' . . . ' ' ' ' ' ' ' ' . 16 ®/29/2 HOWER AND TUB WALLS TO BE A SMOOTH HARD OTHER SHOWER OUTLETS CONTROLLED BY A SINGLE VALVE - 1. IS LARGE ENOUGH TO REMOVE THE LARGEST PIECE i © . .M Approval ate 1.8 GPM AT 80 psi. CGBSC SECTION 4.303.1.3.1 IVVIV-HCSJVrCCStIV OF EQUIPMENT BUT NOT LESS THAN 30" HIGH AND P I SURFACE OVER A MOISTURE RESISTANT Signature Jeffrey30" WIDE Tsun- NOERLAYMENT. HARDIE PANEL, OVER 151bs FELT, TO A i o SPOUT CANNOT SPRAY DIRECTLY TO ENTRANCE AND BATHER 2. IS NO MORE THAN 20 FEET IN LENGTH WHEN caseNEOGHT OF 72" ABOVE DRAIN INLET PER CRC R307.2 I i " " " " " " " " " " " " " " " " ' w MUST BE ABLE TO ADJUST VALVES PRIOR TO STEPPING INTO MEASURED ALONG THE CENTER LINE OF THE I w I " " " " " " " " " " " " " " " " 'N SLOPE I c� SLOPE I P.408.892.5020.'F.'408:871:6923,,,,,,,,;,; WATER CLOSET MAX. 1.28 GAL/FLUSH. PROVIDE MIN. 30" WIDE SHOWER, 2013 CPC SECTION 408.9 PASSAGEWAY FROM THE ACCESS OPENING TO THE I o BY 24" CLEAR IN FRONT OF WATER CLOSET. ® EQUIPMENT, AND 5:12 I 5:12 THE MAX. HOT WATER TEMPERATURE DISCHARGING FROM THE I BATHTUB, SHOWER AND WHIRLPOOL BATHTUB FILLER SHALL BE 3. HAS CONTINUOUS SOLID FLOORING NOT LESS THAN I ® TEMPERED GLASS STAND SHOWER WITH MIN. 30" DIA. CLR. 24" WIDE THOUGHOUT ITS LENGTH. Protect: LIMITED TO 120 DEGREES FAHRENHEIT. THE WATER HEATER INSIDE, MIN. 1024 SQ. INC., WITH TEMPERGLASS DOOR WITH B. A LEVEL SERVICE SPACE AT LEAST 30" DEEP AND 30" I I MIN. CLR. OPENING OF 22" THERMOSTAT SHALL NOT BE CONSIDERED A CONTROL FOR WIDE LOCATED AT THE FRONT OR SERVICE SIDE OF THE i I Wei Tantau Property MEETING THIS PROVISION. (CPC 414.5 & 418.0) I 4'-8 1/2" 21'-2 1/2" 1 EQUIPMENT. I New Custom Homes LINE OF COFFER CEILING SOFFIT ABOVE ® C. AN APPROVED, INDEPENDENT MEANS OF DISCONNECT I 10548 S. Tantau Ave. 24 x30 ACCESS DOOR TO FIRST FLOOR ROOF ATTIC i � T © WINDOW SEAT, MIN. 24" HIGH FROM FINISH FLOOR FOR THE ELECTRICAL SUPPLY TO EACH PIECE OF i -6 EQUIPMENT SHALL BE PROVIDE IN SIGHT OF THE i i I Cupertino, CA 95014 PROVIDE WALL CLEAN OUT FOR ALL SINKS. ® NOT USED EQUIPMENT SHALL BE PROVIDED IN SIGHT OF THE I EQUIPMENT SERVED WHEN THE SUPPLY VOLTAGE I (01 I ® CERAMIC TILE OR NATURAL STONE OVER "" CONC. BOARD (3 COOLING UNITS LOCATED IN THE ATTIC SHALL HAVE AN EXCEEDS 50 VOLTS. OVER PLYWD. SUBFLOOR ADDITIONAL METHOD FOR CONDENSATE OVERFLOW SHALL BE D. A DEDICATED CIRCUIT SHALL BE PROVIDED FOR THE i JP CO FURNACE.PROVIDED IN ACCORDANCE WITH ONE OF THE FOLLOWING I I 11 1 Applicant/Owner: 0 TILE OVER THIN SET, OVER 1" CONC. W/ WIRE MESH, OVER E. A 120-VOLT SERVICE RECEPTACLE SHALL BE LOCATED - I � Q 1 (INDICATE ON PLAN WHICH METHOD TO BE INSTALLED): (CMC o I o 151bs FELT, OVER WATER PROOF LINER, OR OVER HOT MOPPED WITHIN 25 FEET OF AND ON THE SAME LEVEL AS THE i I � �I DECK I SHOWER PAN, OVER PLYWOOD SUB-FLOOR. 1 Ms. Li Wei 310.2) I 19 19 A. A WATER LEVEL DETECTING DEVICE THAT WILL SHUT OFF EQUIPMENT FOR MAINTENANCE. THE SERVICE RECEPTACLE I �110'_10" i '� I 11566 Fallcreek Spring Ct. 10'-4 1 2" 16 THE EQUIPMENT OR APPLIANCE IN THE EVENT THE PRIMARY SHALL NOT BE CONNECTED ON THE LOAD SIDE OF THE i / I Cupertino, CA 95014 10 OVER FLOW DRAIN - SEE DETAIL DRAIN IS BLOCKED. REQUIRED MEANS OF DISCONNECT. I 1 Tel. 408.797.4948 A8.1 B.AN ADDITIONAL WATERTIGHT PAN OF F. A PERMANENT SWITCH CONTROLLED LIGHTING FIXTURE i �1 �IX. 4050 1 CORROSION-RESISTANT MATERIAL, WITH A SEPARATE DRAIN SHALL BE INSTALLED FOR MAINTENANCE OF EQUIPMENT i i I LilyWei10@Hotmai1.com 11 FLOOR DRAIN SEE DETAIL - 15 LINE, INSTALLED BENEATH THE COOLING COIL, UNIT, OR THE IS REQUIRED AND SHALL BE ACCESSIBLE. SUCH FIXTURE I A8.1 APPLIANCE TO CATCH THE OVERFLOW CONDENSATE DUE TO SHALL PROVIDE SUFFICIENT ILLUMINATION TO SAFELY i SL. 6080 1 A CLOGGED PRIMARY CONDENSATE DRAIN. APPROACH THE EQUIPMENT AND PERFORM THE TASKS I 14 1 U) CEILING TO FLOOR CLOSET SPACE FOR WHICH ACCESS IS PROVIDED. CONTROL OF THE I c� N C.AN ADDITIONAL DRAIN LINE AT A LEVEL THAT IS HIGHER I 0 D 5 2 THAN THE PRIMARY DRAIN LINE CONNECTION OF THE DRAIN LIGHTING SHALL BE PROVIDED AT THE ACCESS I w> 0 1� NON-OPERATE WINDOW WITH FROSTED GLASS. I o m 8.0 4 2 I Architect: PAN. ENTRANCE. 14 ROOF VENT BY ACTIVE VENTILATION, 14" DIA. ALUMINUM ROOF D.AN ADDITIONAL WATERTIGHT PAN OF G. COMBUSTION AIR MUST BE MAINTAINED. i 16 I I N I H. THE CLEAR SPACE AND DISTANCE TO COMBUSTIBLE I I I 1 STUDIO 61 ARCHITECTS, Inc. LOUVER, PROVIDE 144 SQ. INC NFA (1SF). TYPICAL OF 3 VENTS CORROSION-RESISTANT MATERIALS WITH A WATER LEVEL I OVER MDU FIRST FLOOR ROOF, 2 VENTS OVER GARAGE ROOF DETECTION DEVICE INSTALLED BENEATH THE COOLING COIL, MATERIALS AROUND THE FURNACE UNIT SHALL COMPLY I i 1 I 2480 ® w I 12480 Saratoga Ave. AND 1 VENT OVER ADU ROOF AREA. UNIT, OR THE APPLIANCE TO CATCH THE OVER-FLOW WITH THE MANUFACTURES INSTALLATION INSTRUCTIONS. i I I M. 15" 15" W N � I Saratoga, CA 95070 CONDENSATE DUE TO A CLOGGED PRIMARY CONDENSATE I. A SEDIMENT TRAP SHALL BE INSTALLED ON THE GAS i I I BATH. CLR. CLR. om I T: (408) 892.5020 WHOLE HOUSE VENTILATION PROVIDE FOR MDU, REQ. DRAIN AND To SHUT OFF THE EQUIPMENT. LINE DOWNSTREAM OF THE APPLIANCE SHUT OFF VALVE E N I I 16 I E S61ARCHITECT@GMAIL.COM 101.28CFM. PROVIDE (1) PANASONIC WHISPER GREEN AND AS CLOSE TO THE INLET OF THE EQUIPMENT AS ---------- ---T--------- -2'-6"-------------{ ------------- 2'-6"- ---- - ---- -------- -- -- -----i--- ----------------- FV-11 VQC5 WHICH PROVIDE 110CFM, OR EQUIVALENT, USE 4" PRACTICAL. A3.3 I � BEDRM. I A3.3 SMOOTH METAL DUCT. PROVIDE PROPER DISTANCE BETWEEN ® 30"x3O" ACCESS TO ATTIC ABOVE GARAGE SHALL BE EQUIPPED J. APPLIANCES GENERATING A GLOW, SPARK OR FLAME i i� � L I ® I o O O AC AND WHOLE HOUSE VENTILATION TO PREVENT MIXING OF WITH 1 3/8" IN THICKNESS, SOLID WOOD DOORS, SOLID OR CAPABLE OF IGNITING FLAMMABLE VAPORS MAY BE HONEYCOMB CORE STEEL DOORS, 20-MINUTE FIRE-RATED DOORS. INSTALLED IN A GARAGE PROVIDED THE PILOTS AND 15:12 I I I D ARC AIR. MAX. 1.0 SONES IS ALLOWED FOR THE NOISE LEVEL OF E DOORS SHALL BE SELF-CLOSING AND SELF-LATCHING. R302.5.1 BURNERS OR HEATING ELEMENTS AND SWITCHES ARE AT I �5 N� THE FAN. WHOLE HOUSE VENT SHALL HAVE INSULATED ( ) , I I I � � i I �• T LOUVERS OR COVERS WHICH CLOSE WHEN FAN IS OFF. 18' ABOVE FLOOR LEVEL. i I I 12 v K �• F�,� TWO WAY SLIDING SHOWER DOOR. ALLOW BATHER TO K. FURNACE SHALL BE PROPERLY ANCHORED AND A COVERS OR LOUVERS SHALL HAVE A MINIMUM INSULATION I � � � A8.1 VALUE OF R-4.2 ACCESS SHOWER VALVE PER KEY NOTE ® SUPPORTED To SUSTAIN VERTICAL AND HORIZONTAL 1 I 8 0 I N 1 TYP. QD LOADS WITHIN THE STRESS LIMITATIONS SPECIFIED PER 14 I 1 I 1 M. I NO. C29889 >k WHOLE HOUSE VENTILATION: 30" DIAMETER. CMC 303.4 i 0> LO - - - - -O� W.I.C. L. PROVIDE 30 HEADROOM CLEARANCE. 1 o m 2480 i REN. 2�28�23 \� M. PROVIDE 25 GAUGE METAL F.A.U. DUCTING IF PASS 16 � OD OD °� 9 CFM REQ. = 0.03CFMx(2,126SF)+7.5CFMx(4+1)=101.28CFM � THROUGH FIRE WALL. I �"It - - - _ o SLOPE 1 OF CALF 16 WINDOW WITH SILL MIN. 5'-1" FROM FINISH FLOOR. N. PROVIDE A PAN AND A CONDENSATE DRAIN PIPE TO 1 I I 5:12 1 EXTERIOR. DRAINPIPE OF NOT LESS THAN J" NOMINAL I 1 1� ATTIC ACCESS, 30"x22" - SEE ALSO KEY NOTE ® PIPE SIZE, DISCHARGING AT A POINT THAT IS READILY C 1 i 110" _ ___ ____ 1 C ----------=� r- f--�- +FI�4L� -- 3 - --�--- - OBSERVED. V.2 I o�' b A3.2 STRUCTURE ENGINEER:1® 42" HIGH GUARD RAIL - SEE DETAIL 1 0'� i WAY 1 8 0 ® INSTALL MILGARD WINDOW OPENING CONTROL DEVICE BATH. % ` " 19 42" HIGH FROM DECK FINISH METAL GUARD RAIL. SEE MEET ASTM F2090 STANDARD - SEE SPECS ON PAGE 12 15" 15" I` 2 i om 1 DETAIL 1 & 6 1 1 16 1 �� o ® CLR. CLR. 16 1 F A0.5 0 F -----------------� 8.0 8.0 -----------------i----- --------- - ---- - - - ---+ ' `� + - N-- ----- -- - ® - --3-- -- A3.3 I 1----- -----� V-3 ALL FINISH FLOOR SHALL BE HARDWOOD FLOOR i D 2880 1 ® EXCEPT BATHROOM & DECK - SEE KEY NOTE ® 16 r'' 4-1 3 -7 1�2 0 • - - - - - I ® RESIDENTIAL LAVATORY FAUCET FLOW RATE SHALL NOT EXCEED i c I CL. ® I 1.2GAL/MIN ® 60PSI (CGBC 4.303.1.4.1) i 0 2080 I 4080 1 ® JACUZZI, PROVIDE ACCESS NEAR JACUZZI PUMP. i LIN. c �i ®% �,0 01 cce 2'_0 BEDRM. o - t -`v % L4 N I 2 2'-0" 2 FfALF i 16 I _ A8.1 ® I N 1 TYP. 1 5I o 2'-0„ BEDRM. 2'-0" LEGEND: I N0 L - - - - - Q] o I 3 o.r"'rl o r 2x6 STUD C� 16" O.C. W/ R-21 INSULATION �T TEMPERED GLASS i 16 BETWEEN STUD. INSTALL WALL PER GA FILE NO. WP 3436. . THIS 1-HR FIRE RATED E❑ EGRESS DOOR OR WINDOW, OPENING HEIGHT i o M © o M o I A8.1 NOT OVER 44" ABOVE FLOOR, 5.OSF OF OPEN I L''� 0 x � 3 I WALL AND 40-44 STC RATED WALL TO o I o SL. 5050 0� � � i `v i CONTINUE FROM FOUNDATION TO AREA ON GROUND LEVEL, 5.7SF MIN. OPEN ,��Q 1 I N 8.0TYP. 1 UNDERSIDE OF ROOF PLYWOOD ABOVE. SEE 7 AREA FOR WINDOW ON SECOND FLOOR, 24" `1' I o TI © o o ti%o & 9 8.0 NET CLEAR OPENING HEIGHT, 20" NET CLEAR i N 6'-4 1 0 X Ln L. 5050 o X 14 1 OPENING WIDTH. ALL EGRESS WINDOWS W/ i ,n 2'-1 1 2" N 1 8.0 TWO OR MORE LATCHES SHALL HAVE THE / 6'-4°° 4'-6 1/2" 1 NO. Revision Date LATCHES INTERCONNECTED AND OPERABLE - - - - - - - -- - - - - - - - - - - - - - - FROM THE LOWEST LATCH. ROOF VENT CALCULATION i 10'-6 1/2' 3'-3°° 12 -1 1/2" I Drawn By: Date: MDU - FIRST FLOOR ROOF AREA: 563SF 1 FLH 11 .28.21 563SROOF VENT REQUIRED FREE OF NET: 150 F = 3.76SF � ; L6 oL6 I _ _ File: 1. EAVE ROOF VENT 45xO.036x9O% = 1.45SF i 2121 EXTERIOR 2x6 STUD WALL W/ MIN. 2. ROOF VENT. = 1 x3 = 3SF - - R-21 INSULATION. SEE STRUCTURE 1 Issue: DRAWING FOR WALL SCHEDULE - SEE A81 = 4.45SF>3.76 REQ. A3.3 MDU - SECOND FLOOR ROOF AREA: 976SF ROOF VENT REQUIRED FREE OF NET: 976SF = 6.50SF INTERIOR STUD WALL, SEE STRUCTURE 150 B A Date: DRAWING FOR WALL SCHEDULE. 1. EAVE ROOF VENT 40xO.O36x9O% = 1.29SF A3.2 A3.2 11/28/2021 2x6 © 16" O.C. STUD WALL 2. ROOF VENT. = 1x6 = 6SF = 7.29SF>6.50 REQ. SECOND FLOOR PLAN Sheet Title: A 2x4 @ 16" O.C. W/ R-15 INSULATION MDU - GARAGE ROOF AREA: 262SF 1/4"=1'-011 SECOND FLOOR PLAN 262SROOF VENT REQUIRED FREE OF NET: 150E = 1.75SF GENERAL NOTES: 1. EAVE ROOF VENT 10xO.036x90% = 0.32SF 1. PIPE/CONDUIT PENETRATIONS INTO FIRE RATED 5. THIS PROJECT DO NOT HAS RECESS CAN LIGHT WINDOW NOTE: 2. ROOF VENT. = 1x2 = 2SF FLOOR ASSEMBLIES - SEE SPECS ON PAGE AO.5 PENETRATE INTO FIRE RATED FLOOR ASSEMBLIES. = 2.32SF>1.75 REQ. 2. PIPE/CONDUIT PENETRATIONS INTO FIRE RATED 6. USE CARLON PVC ELECTRICAL BOX, MANUFACTURE Sheet NO.: WALL ASSEMBLIES - SEE SPECS ON PAGE AO.5 THOMAS AND BETTS CORPORATION. CLASSIFIED 3. ABS/PVC PENETRATIONS INTO FIRE RATED FLOOR FOR A 2 HOUR FIRE RATING FOR WALL AND 1. ALL WINDOW SHALL HAVE U FACTOR MAX 0.30 CASE 2650 CASEMENT WINDOW W/ 2 FEET 6" WIDE BY 5 ADU - ROOF AREA: 481SF ASSEMBLIES - SEE SPECS ON PAGE AO.5 CEILING - UL 514C - SEE SPECS ON PAGE AO.5 AND SHGC MAX. 0.23 FEET 0 INCH HIGH 481SF ROOF VENT REQUIRED FREE OF NET: = 3.20SF 4. ABS/PVC SHALL NOT PENETRATIONS INTO FIRE Q 2. SEE DETAIL 11 FOR WINDOW FLASHING. DH 3050 DOUBLE HUNG WINDOW W/ 3 FEET 0 INCH WIDE x 150 RATED WALL OR FLOOR ASSEMBLIES A8.1 2 5 FEET 0 INCH HIGH 1. EAVE ROOF VENT 16x0.036x90% = 0.32SF � 2. ROOF VENT = 1 x1 = 1 SF SL 10080 SLIDING DOOR W/ 10 FEET 0 INCH WIDE x 8 FEET x0.9/144 = 2.1SF"x24"VENT 14 XXXX NUMERIC NEXT TO DOOR ON WINDOW OR DOOR 0 INCH HIGH 3. GABLE ( ) STAND FOR FEET INCH WIDE x FEET INCH HIGH 2880 DOOR W/ 2 FEET 8 INCH WIDE x 8 FEET 0 INCH = 3.61SF>3.20 REQ. HIGH . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .0 Community Development Department 5 7 4 1 3 5 6 2 1 1 8 1 . . . . . d Planning Division — Cupertino • • • CUPERTINO APPROVED '.'. 0 Case # R-2022-004, .'.'. .<n A S'.T U*.'D i.'.O.'> . . . . . . . . .� . . . . . . . . . . . . . � Approval Body: Director/ Staff :.:.© ...... . o Approval E ate 03/29/22 2ND FLR. TOP R Signature Jeffrey Tsumura i 123 0 coco Case Manager d HDR. HT. P:.408.8.92.5020.'F.'408'871.'6923';'..'.......,. 122.18' i 2ND FLR. FINISH Project: R / N ` R ENTRY TOP PLATEIlk Wei Tantau Property N d • ------ ---- tt� ---------- (=j N New Custom Homes Q i ----- ----- ------ — ---- 10548 S. Tantau Ave. N o �, � ' � � � N Cupertino, CA 95014 N U dk N TOP PLATE I 113.10' I 0 0 rn HDR. HT. I 0 I 0 Applicant/Owner: - ❑ ❑ ❑❑❑ ❑❑❑ ❑❑❑ 0 0 Ms. Li Wei FF9-1 0 I 0 1 w 11566 Fallcreek Spring Ct. FE91 FE910 ------------- - I 0 Cupertino, CA 95014 0 I 0 I 0 F.F. Tel. 408.797.4948 � I I 103.10' LilyWeilO@Hotmail.com GRADE OL 101.60' GRADE GRADE OL 101.00' 101.30' Architect: A FRONT (NORTHWEST) ELEVATION STUDIO 61 ARCHITECTS, Inc. 3/16"=1'-0" 12480 Saratoga Ave. Saratoga, CA 95070 T: (408) 892.5020 S61 ARCHITECT@GMAIL.COM 3 10 5 7 1 2 1 8 1 9 1 1 9 8 1 3 2 1 10 GSED ARCy�T v pNK N0. C29889 # 2ND FLR. TOPwT 2ND FLR. TOP REN. 2/28/23 PLATE -LLLLLLJPLATE 123.10' 123.10' Q' CF `�F O��\ HDR. HT. HDR. HT. CA ;n Ln n 122.18' n 122.18' A IQ, I I L 2ND FLR. FINISH 2ND FLR. FINISH ENTRY TOP PLATE ENTRY TOP PLATE STRUCTURE ENGINEER: OL --- 114.1 0"F 114.10' 1ST FLR. 1ST FLR. TOP PLATE,,k TOP PLATE 113.1O"r 113.10' HDR. HDR. HT. 111.1010' 111.10' o o -- -- ———————— —————— ————————————————————— — --- — F.F. F.F. OL 103.10 I 103.10' 101j4GRA60' GRADE01 ,RA60' GDE RADE 101.30' B LEFT (NORTHEAST) ELEVATION RIGHT (SOUTHWEST) ELEVATION 3/16"=1'-0" OC - 3/16"=1'-0" 3 1 10 8 2 11 ELEVATIONS KEY NOTES: MUNICIPAL CODE SECTION 9. 18. 210 FLASHING NOTES: Di Plan Check Comment 1 .16.22 ROOF TILE BY EAGLE ROOF, PRODUCT NAME CAPISTRANO, COPPER METAL ROOFING, COPPER GRANULE—CONTAINING INSTALLATION OF APPROVED CORROSION—REGISTANT NO. Revision Date COLOR SUNRISE BLEND, PRODUCT No. 445. MAX. WEIGHT ASPHALT SHINGLES AND COPPER GUTTERS SHALL NOT FLASHING APPLIED SHINGLE—FASHION IN A MANNER TO BE PERMITTED FOR USE ON ANY RESIDENTIAL, PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR 30LBS SEE ROOF FRAME NOTE #1 ON PAGE 3S. PROVIDE Drawn By: Date: COMMERCIAL OR INDUSTRIAL BUILDING FOR WHICH A PENETRATION OF WATER TO THE BUILDING STRUCTURAL 0LBS FELT UNDERLAYMENT. BUILDING PERMIT IS REQUIRED. FRAMING COMPONENTS AT THE FOLLOWING LOCATIONS: FLH 11 .28.21 0 STUCCO PAINTED WITH BEHR PREMIUM PLUS ULTRA FIRE BLOCK NOTES: (R703.8) 2ND FLR. TOP COLORS, COLOR NAME AGED PARCHMENT, COLOR No. File: PLATE A. EXTERIOR WINDOW AND DOOR OPENINGS. 123.10 UL150-10 a. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, B. AT THE INTERSECTION OF CHIMNEYS OR OTHER 2121 FACIA PAINTED WITH BEHR PREMIUM PLUS ULTRA COLORS, INCLUDING FURRED SPACES AND PARALLEL ROWS OF MASONRY CONSTRUCTION WITH FRAME OR STUCCO HDR. HT. COLOR NAME GALLERY WHITE, COLOR No. UL260-15 STUDS OR STAGGERED STUDS, AS FOLLOWS: WALLS, W/ PROJECTION LIPS ON BOTH SIDES UNDER 122.15 1. VERTICALLY AT THE CEILING AND FLOOR LEVELS Issue: 4 ROLL UP GARAGE DOOR. STUCCO COPINGS. O 2. HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 C. UNDER AND AT THE ENDS OF MASONRY, WOOD OR i 2ND FLR. FINISH THE ADDRESS IDENTIFICATION SHALL BE LEGIBLE AND FEET. METAL COPINGS AND SILLS. b AT ALL INTERCONNECTION BETWEEN CONCEALED FL R .ENTRY TOP PLATE PLACED IN A POSITION THAT IS VISIBLE FROM THE STREET VERTICAL STUD WALL OR PARTITION SPACES AND D. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. Date: i E. WHERE EXTERIOR PORCHES, DECKS OR STAIRS 1,4.,0' OR ROAD FRONTING PROPERTY. THE CONTRASTING CONCEALED HORIZONTAL SPACES CREATED BY AN 11/28/2021 i ADDRESS NUMBERS SHALL BE ARABIC NUMBERS OR ATTACH A E WALL OR FLOOR ASSEMBLY OR � � ASSEMBLY OF FLOOR JOISTS OR TRUSSES, AND BETWEEN WOOD—FRAME CONSTRUCTION. i I ALPHABETICAL LETTERS. EACH CHARACTER SHALL BE NOT CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH F. AT WALL AND ROOF INTERSECTIONS. i LESS THAN 4 INCHES IN HEIGHT W/ STROKE WIDTH OF AS OCCUR AT SOFFITS, DROP CEILINGS, COVE CEILINGS Sheet Title: 1ST FLR. NOT LESS THAN 0.5 INCH. (CRC 319.1) AND SIMILAR LOCATIONS. TOP PLATE c. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT 113.10' © MDU ADDRESS SIGN THE TOP AND BOTTOM OF THE RUN. I I CABLES EXTERIOR ELEVATIONS HDR. HT. I I ,1,.,0' 7 ADU ADDRESS SIGN d. AT OPENINGS AROUND VENTS, PIPES, DUCTS, AND WIRES AT CEILING AND FLOOR LEVEL W/ AN SECTION ® 1" ALUMINUM CHANNEL SREED APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF I o o I FLAME AND PRODUCTS OF COMBUSTION. FOR THE o I 0 6'-0" REDWOOD FENCE AND GATE FIRE—BLOCKING OF CHIMNEYS AND FIREPLACES, SEE I I 10 METAL GUARD RAIL. PROVIDE SPACE BETWEEN HORIZONTAL SECTION R1003.16 Sheet No.: L Ll I L BARS NOT TO ALLOW 4" SPHERE TO PASS THROUGH e. FIRE—BLOCKING MATERIALS SHALL CONSIST OF ONE OF I I F .OLTHE EIGHT MATERIALS LISTED IN R302.11.1 I I 10310 11 25 GAUGE GALV. GABLE VENT, 14"x24" (2.33SF) WITH �" GRADE NON—CORROSIVE WIRE MESH TO COVER VENT. PAINTED TO 101.60'T MATCH STUCCO. 10 DRYER DUCT TERMINATE — SEE KEY NOTE ® ON PAGE NOTE: Q A2.1 ANY CHANGES TO THE APPROVED COLORS ❑ REAR (SOUTHEAST) ELEVATION 1� CANTILEVER BAY WINDOW WITH WINDOW SEAT MIN. 24" MATERIALS, AND EXTERIOR FINISHES SHALL D FROM FINISH FLOOR 3/16"=1'-0" BE REVIEWED AND APPROVED BY THE CITY OF CUPERTINO PLANNING DIVISION PRIOR TO INSTALLATION/ APPLICATION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � . . . . . . . . . . . . . . . . . . . . .o Community Development Department 1 2 3 11 6 7 5 14 . . . . . . .� Planning Division — Cupertino . . . .6 IM -CUPERTINO APPROVED . . . . . . . O ACase# R-2022-004, ELEVATIONS KEY NOTES:ApprovalBody: Director/Staff 2ND FLR. TOP O WINDOW SEAT W/ MIN. 24" FROM FINISH FLOOR. THIS ° M Approval ate 03/29/22 PLATE AREA DOES NOT COUNT TOWARD F.A.R. • . . • . . . � 123.10' Signature JeffreyTsumura . O �2 GYP. BD. AT ALL INTERIOR WALL Case Manager HDR. HT. 'd 122.18' �3 GYP. BD. AT ALL CEILING P.. 08.892.5020. F.408.871:6923','..'.,:.:,:; , ., ,r 2 A81 ® TYPE 'X' GYP. BD. AT ALL WALL AND CEILING FOR 2ND FLR. FINISH USABLE SPACE UNDER STAIR. Project: ENTRY TOP PLATE 114.10' R-19 INSULATION UNDER ROOF SHTG. BETWEEN RAFTER JOIST PER TABLE 150.1—A OPTION B Wei Tantau Property New Custom Homes (1) R-30 INS. AT ALL CRAW SPACE 10548 S. Tantau Ave. I I TOP PLATE R-38 AT ALL ATTIC T FLR Cupertino, CA 95014 ---' 113.10' ® FURNACE IN CRAWL SPACE, SEE KEY NOTE ®ON PAGE A2.1 HDR. HT. 111.10' 0 0 PROVIDE SERVICE PLAT FORM W/ MIN. 30"Wx30"Dx30"H Applicant/Owner: BEDRM. CL. KIT. FAM. PATIO IN FRONT OF MECH. PANEL. 4 10 MAX. 74" BETWEEN PATIO FINISH AND SECOND FLOOR Ms. Li Wei FINISH. 11566 Fallcreek Spring Ct. 9 16 Cupertino, CA 95014 11 PROVIDE MIN. 18" CLR. FROM CRAWL SPACE PAD TO A81 FF UNDER SIDE OF INSULATION. Tel. 408.797.4948 N 103.10' \ \ \ \ \ \ \ \ GUARD RAIL BARS SHALL NOT ALLOW 4 SPHERE TO Lil Wei10 Hotmai1.com �GR�ADE ' I GRADE Y 1Y 01.60' .///// / I °� //\//\//\//\//\//�//�//�//\ // 1o1so' PASS THROUGH — SEE DETAIL g" TYPE 'X' GYP. BD. FROM SILL PATE TO UNDERSIDE Architect: SECTION OF ROOF AT WALL BETWEEN GARAGE AND LIVING AREA A AND AT ALL CEILING BETWEEN GARAGE AND SECOND STUDIO 61 ARCHITECTS, Inc. 3/1611=1'-011 FLOOR LIVING ROOM 12480 Saratoga Ave. 14 WALL INSULATION — SEE FLOOR PLAN WALL LEGEND Saratoga, CA 95070 1© R-30 INSULATION BETWEEN FLOOR JOIST ABOVE T: (408) 892.5020 GARAGE OR ABOVE PATIO S61ARCHITECT@GMAIL.COM 1 2 3 11 6 7 5 14 1 16 PROVIDE 25GA GALV. CONT. FLASHING WHERE CONC. MEET WOOD. 1� 1—HR FIRE RATED WALL AND 45STC RATING WALL PER p ARC 2 DETAIL AND G��SE N1�A8.1 18 1—HR FIRE RATED AND 40-44STC RATED FLOOR/CEILING — SEE 8 �I 2ND FLR. TOP $,Q NO. C29889 >k PLATEJ, REN. 2/28/23 123.10' Q I I 19 R-30 RIGID INSULATION BETWEEN STAIR LANDING JOIST. HDR. HT. �F �F CAL��O� 122.18' ® 1—HR FIRE RATED WALL PER GA FIRE NO. WP 3436 0 2 SEE DETAIL 7 FOR REFERENCE BEDRM. CL. BATH W.I.C. M. E ATH A8.1 3 2 2ND FLR. FINISH $ Q ENTRY TOP PLATE (aDECK 114.10' PROVIDE " TYPE 'X' GYP. BD. ABOVE MECH. STRUCTURE ENGINEER: z EQUIPMENT AND MECH. PAD C 10 N � ® STUCCO PER DETAIL 1/A8.1, OR SIDING OVER 1 LAYER OF GRADE 'D' PAPER OR DENSGLASS (SEE SPECS) I I 1ST FLR. OVER 1 LAYER OF GRADE 'D' PAPER OVER WALL AND —� TOP PLATEL CEILING OF DECK AND PATIO. 113.10' HDR. HT. 111.10"f CRAWL SPACE AND MECH. ACCESS DOOR — SEE KEY NOTE ®ON PAGE A2.1 0 BEDRM. CL. KIT. FAM. PATIO ® CRAWL SPACE AND MECH. ACCESS DOOR — SEE KEY NOTE ®ON PAGE A2.1. ATTACHED R-38 BATT g INSULATION AT THE UNDER SIDE OF ACCESS PANEL A8.1 16 ,— — F.F. OL 103.10' A,�GRADE I // // // // // // // // GRADE 11' 01.43' \ \ \ \ '\ I \/\\/\\/ /\\/\\ \ \\ \\\\\/ 101 so' B SECTION 14 5 7 14 11 5 7 6 3 1 4 YA8*1 2 I I 2 NO. Revision Date A8.1 __— A8.1 Drawn By: Date: 2ND FLR. TOP FLH 11 .28.21 I I PLATE 123.10' File: I`-- i I\ _ I I HDR. HT. 2121 I I 122.18' BATH STAIR I I Issue: I I 12 I I i 2 I I 2 2ND FLR. FINISH R 5 � / I R ENTRY TOP PLATE ; OL A8.1 I 114.10' Date: 11/28/2021 I I � I I I A28 1 1S T A . TOP1PLE Sheet Title: p 13.10' HDR.o a 111.10' SECT IONS o U� AD 00 I I IBEDRM.Q o o KIT. I o - I _ Sheet No.. F.F. I I 103.10' I I I I I GRADE 101.60' LO NZ L%002 C SECTION 3/16"=1'-0" . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � . . . . . . . . . . . . . . . . . . .o Community Development Department . . . . . . 6 5 7 11 8 9 0 3 2 7 14 Planning Division - Cupertino . . . . -CUPERTINO APPROVED . . . . . O . . . . . . . . . . . . . . . . . . .Case# R-2022-004, . . . .�n A S. U*.'D li.'.0.'> ELEVATIONS KEY NOTES: . . . .� Approval Body: Director/Staff : : : : ' ' ' ' : : : : : :© : : o Approva I ate 03/29/22 2ND FLR. TOP m PLATE 01 WINDOW SEAT W/ MIN. 24 FROM FINISH FLOOR. THIS us Signature Jeffrey Tsumura 123.10' AREA DOES NOT COUNT TOWARD F.A.R. .'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.� �r Case Manager HDR. HT. O GYP. BD. AT ALL INTERIOR WALL " 'N P:408,892.50�0. F,4U8:871:6923 : .... 122.18 O GYP. BD. AT ALL CEILING M. BEDRM. BEDRM. 2 ® TYPE 'X' GYP. BD. AT ALL WALL AND CEILING FOR Project: 2ND FLR. FINISH USABLE SPACE UNDER STAIR. ENTRY TOP PLATE 114.10. Wei Tantau Property �5 R-19 INSULATION UNDER ROOF SHTG. BETWEEN RAFTER New Custom Homes JOIST PER TABLE 150.1-A OPTION B � \ ; 10548 S. Tantau Ave. D N 1ST FLR. © R-30 INS. AT ALL CRAW SPACE Cupertino, CA 95014 TOP PLATE 113.10' �7 R-38 AT ALL ATTIC 1 HDR. HT. ® FURNACE IN ATTIC, SEE KEY NOTE ®&® ON PAGE 111'10 A2.1 Applicant/Owner: (IPROVIDE SERVICE PLAT FORM W/ MIN. 30"Wx30"Dx30"H Ms. Li Wei GARAGE 9 1 IN FRONT OF MECH. PANEL. 11566 Fallcreek Spring Ct. 10 FIN SH? BETWEEN PATIO FINISH AND SECOND FLOOR Cupertino, CA 95014 A8.1 11 PROVIDE MIN. 18" CLR. FROM CRAWL SPACE PAD TO F.F Tel. 408.797.4948 I . O 103.10' UNDER SIDE OF INSULATION. LilyWeilO@Hotmail.com // //�//�//�//\//\//�\/�\/\/\/\/\/ \/\/\/\/\/�\/ GRADE GUARD RAIL BARS SHALL NOT ALLOW 4" SPHERE TO �\ 8 0 Architect: SECTION 0 " TYPE 'X' GYP. BD. FROM SILL PATE TO UNDERSIDE STUDIO 61 ARCHITECTS, Inc. OF ROOF AT WALL BETWEEN GARAGE AND LIVING AREA AND AT ALL CEILING BETWEEN GARAGE AND SECOND 12480 Saratoga Ave. FLOOR LIVING ROOM Saratoga, CA 95070 14 WALL INSULATION - SEE FLOOR PLAN WALL LEGEND T: (408) 892.5020 3 R-30 INSULATION BETWEEN FLOOR JOIST ABOVE S61ARCHITECT@GMAIL.COM 3 14 7 6 11 A8.1 2 5 1 5 18 5 7 14 GARAGE OR ABOVE PATIO PROVIDE 25GA GALV. CONT. FLASHING WHERE CONC. `I MEET WOOD. 11 ED ARC 2 i i 2 1� 1-HR FIRE RATED WALL AND 45STC RATING WALL PER G��`' A8.1 --- YA8. DETAIL ANDNK18 1-HR FIRE RATED AND 40-44STC RATED NO. C29889 � FLOOR/CEILING - SEE 8 1 2ND FLR. TOP REN. 2/28/23 I PLATE 8.O Q 123.10' I I -- HDR. HT. 19 R-30 RIGID INSULATION BETWEEN STAIR LANDING JOIST. F OF CAS-�F� 122.18' 1-HR FIRE RATED WALL PER GA FIRE NO. WP 3436 M. MASTER -` SEE DETAIL FOR REFERENCE 12 < BATHRM. � BEDRM. I i 2 i I 2ND FLR. FINISH R 5 , I \ R A8.1 ENTRY TOP PLATE 8 0 STRUCTURE ENGINEER: OL 114.10' --1I I (aEQUUIPIMENT ANDEMECH.YPAD D. ABOVE MECH. SOFFIT ABOVE UPPER CABINET TO CONCEAL ALL I I I I I 1ST FLR• HORIZONTAL ABS VENT PIPE. ALL PVC OR ABS PIPE TOP PLATE I - 113.10' SHALL NOT PENETRATE FIRE RATED WALL OR FIRE 2 I RATED FLOOR ABOVE. CONSTRUCT SOFFIT AFTER HDR.110T, INSTALL TYPE 'X' GYP. BOARD ON FIRE RATED WALL A81 o I I ADU I AND FIRE RATED FLOOR ABOVE. 1 I KIT. I 0 KIT. i o A8.1 8 0 I I ,— — ♦ I I i ♦ I F.F. I I 103.10' I I I GRADE E SECTION 3/16"=1'-0" 5 7 14 5 7 11 6 3 15 19 YA8,1 NO. Revision Date 2 A8.1 A8.1 Drawn By: Date: ttr FLH 11 .28.21 I I 2ND FLR. TOP I I PLATE I File: I I I I 123.10' _ 2121 HDR. HT. 122.18' Issue: BATH STAIR 12 2 2 2ND FLR. FINISH R 5 / R ENTRY TOP PLATE I --- ` A8.1 Date: 11/28/2021 iI Ll < I N "PLAt. Sheet Title: LO CP I I A8 1 I HDR.1 HOT, SECTIONS 0 KIT. HALL GARAGE 1 - 0 WAY o 0 9 9 A8.1 N Q U A8.1 < Sheet No.: I F.F. OL I I I I 103.10' GRADE GRADE \ \ \ \ \ 101.60'\ I � � \\ \\ \/\\,�\,�\��\,\\r\i\/\/ice \ GRAD A \ DE 1)1El F SECTION 3/16"=1'-0" . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � . . . . . . . . . . . . . . . . . . . . .o Community Development Department Planning Division — Cupertino . . . . -CUPERTINO APPROVED . . . . . . . O Case# R-2022-004, CALGREEN RESIDENTIAL CHECKLIST — MANDATORY A4.3 WATEREFFfCIFNCY AND CONSERVATION 4.303.1 Water R,ause Systems. Newly constructed residential N A ITEMS developments,v�rhers disinfected tertiary recycled winter Is available from a S.:.T tl..:D .i...O..a Indoor Water Use rnunlclpal souresr to a construction site, may be required to have recycled . . . Approve I ody: Director/Staff NiA9LlNIT C3E11ELCP�AEN1"L+EPAF�7NiE 11-+13kJ1L[ INt3 DIVISION water supply yBtarrt Installed, allowing the use Gf r y lEat water f�sr : : : : : : : : : :o : : : : :0 Approva I ate 03/29/22 CUPERTINQ ALBERT MVADOR,P.E.,C.B.O., BUILDING OFFICIAL residential landscape irrigation systems. See Ch. 16 of the CPC. . . . . . . . . . . . . . . . . . . . . . . . . . . R 10300 T'ORRE AVENUE•CUPERTINO,CA 95014-3255 4.3w.i Water conserving plumbing fixtures and fittings. Plumbing fixtures � ,. - .us Signature JeffreyTsumura (water cloeets and urinals)and tittlngs(faucets and showerheads)shall corn ply ire i s i ' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . o Case Manager (408)777-3228 4 FAX(408)777-3333■build l rupHrtlno.arg with the following: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � Enhanced Durability and Reduced Maintenance P:.408.892.5020.'F,'408.'871,6923............::.......� 8 4.303.1.1 WaUr Closets.The effective flush volume of all water closets PURPOSE,. shall not exceed 1.28 gallons per flush. Tank-type water closets shall be certified to the performance criteria of the U.S. EPA'�asterSen�se 4.4i18.1 Rodent proofing.Annular spate around pipes,electric cables, The 2018 CalGreen Cods applfaes to additions or alterations of existing reeldentlal buildings where the addition or Specifications for Tank-type Toilets. againcondst t e other a of rodents in plates si exterior walla shall be protector! ® ❑ Project: alteration increases the building's conditioned area, volume,or sire and also applies to all new low-rise residential against the passage of rcaderrts by closing such openings with cement mortar, buildings, high-rise residential buildings,or both. Existing site and landscaping improvements that are not otheiwlse ❑ 4.303.1.2 Urinals. The affective gush volume of urinals shall notex d cnnorete rnasonrs�or similar method acceptable to the enForoing agency, Wei Tantau Property .disturbed are not subject to tl�a requirements of CALGreen. 0.128 gallons per flush. Construction Waste Reduction, Disposal and Recycling New Custom Homes Project flame; E I TAI''�TAIJ F�I�OPEF�T'� 10548 S. Tantau Ave. j 4.303.1.3.1 Single Showerheads. Showerheads shall have a maximum 4.408.1 Construction waste management. Recycle and/or salvage For 0548 S TANTAU AVE. flow rate of not more then 1.8 gallons per minute at 80 pal, Showerheads Y Cupertino, CA 95014 Pre ec#Address: reuse a minimum of 88 percent of the nonh>a�sardous construction end ❑ shall be cartlfled to the performance criteria of the U,S. EPA WaterSense demolition waste In accordance with either Sections 4,408,2,;4,4>08.3 or ❑ ProJeck Description: New 2 stories with 4 bedrooms & 3 bathrooms and attached ADD Speclfication for showerheads. 4,408.4, or meet more stringent Decal construction and demolition waste with 2 bedrooms and 1 bathrooms 8 4.303.1.3.2 MuMple Showsr•hesds aerving an*showar. When a management ordinance. Instructions: shower Is served by more than one showerhaed,the cornbined flow rate of Applicant/Owner: all$htawerheads and/or other shower outlets�rrtroll�s�l by a single valve Building Maintenance and Operation 1. The i~3vuner orthe Owner's agent shall employ a licensed professional experienced wlth the 20119 CalifomiaGreen shall not rhede 1.3 gallons r per minute tl is pal,or the shower seal!l e Ms. Li Wei Budding Standards Codes to verify and assure that all required worts desoribad herein is pro parly planned and shall not exceed e only a lon shower outlet to be al operationshower at a time. ® ❑ 4Ai0.1 Operal on and ma Into nance manuaa1.At the time of final Inspection, 11566 Fallcreek Spring Ct. Implemented in the project, an option and maintenance manual shell be provided to the building ❑x ❑ Cupertino, CA 95014 2. The licensed professional, In oollaborallon with the owner and the design professional shall Initial Column 2 of this 0 4.3+03.1.4,1 Residential lavatory faun.The maximum flow rate of 000Lipant or owrwar. oheodist,sign and date Section 1 -Design Verifiostion at the end of this checklist and have the checklist, residential lavatory fauoeft shall not exceed 1.2 gallons per minute at 80 Tel. 408.797.4948 S. Prior to final inspection by the Building Department, the licensed professional shall complete Column 3 and sign and psi.The minimum flow rate of residential lavatory faucets shall not bs lass are constructed Rscye an a occupants.Where 8 readily more mulklfle srlly dwa)thaling units LilyWei10@Hotmai1.com slate Section 2-Im lamentation Vedfication a't the and of this checkist and submit the room lated farm to the than�0,3 allons sre constructed ern a building sits, pr denvide fo she da ble ng,storage that p p g per minute at 2i3 pal. serves all buildings on the site and is id�sntifi�3al for the depoa�it4ng,storage and Building Inspector. 4.303.1.3,2 Lavatory faucetal� in common ens! public use areas,The ooIlection of non-hanrdous maternal for recycling, including(at a minimum) ❑ ❑ ❑ Column 2 Column 3 maximum flow rate of lavatory faun Installed In common and public use paper, owrugatwJ cardboard, glass.plastics, organic waste,and metals,or MANDATORY FEATURE OFF MEASURE Projoct Verltleatlan areas{outside of dwellings or sleeping units)in residential buildings shall meet a lawfully enacted local recycling ordinance, if more restrictive. Re ulramenta not exceed0,8 gallons per minute at 60 psi. , J - ONMENTAL Q Architect: UALIT mimmimi• AND DESIGN B 4.�303.1.4.3 Metering favc�. Metering faucets when Installed In STUDIO 61 ARCHITECTS, Inc. residential buildings shell not deliver more then 0.2 gallons per cycle. Fireplaces 12480 Saratoga Ave. Planning and Design - Site Development 4.303.1.4.4 Kitchen Faucets. The maximum flow rate of kitchen faucets Saratoga, CA 95070 shall not ex�d 1.8 gallons per minute at 60 pal. Kitchen faucets may wood-1 General. Install only a alrec't-vent sealed-corn gas or seal�l ® ❑ T: (408) 892.5020 4.100.2 Storm grater drainage and retention daring construction. Projectstem rarll increase the flow above the maximum rate, but not to exceed wood-burning firsapie�, or a sealed wo�+clsto�re. which dlaturb less then one acre of soil and are not part of larger common � Y S61 ARCHITECT@GMAIL COM ® ❑ 2,2 gallons per minute at 80 pal and musk default to a maximum now rate Pollutant Control plan of development shell manage storm water dral nags during construction. of 1.8 gallons per minutest 60 pal. 4.108.3 Grading and p■ving.The alte shall be planned and developer!to 4.604.1 Covering of duct openings and protection of machanical 4.3D3.2 Standards For plumbing Fixtures sn�l fittings, Plumbing fixtures and keep surface water away from buildings, Construction plans shall Indicate how ❑ ❑ fittings shall be installed 1n accordance with the Califomia Plumbing Code end equipment during construction. buck operiing�s and other related air ® ❑ OcS,!,EDalto radin or a drains e s tern +ill mane a>•all surface waterfiows. dlatrlbutlon component openings shall be covered during construction, Tg g g g shell meet the applicable standards referenced In Table 1701.1 of the F�,� 4.106.4 Electric vehlcie(EV)charging for new construction.. New California Plumbing Code, 4.504.2.1 Adhesives,sealants and caulks. Adhealvas,sealants end caulks ® ❑ oonstruct]on shall comply with Sections 4.106.4.1 and 4.106.4.2 to facilitate ❑ ❑ Outdoor Water Use shall be compliant v�th VOC and other toxic izompound limits, NO. C29889 � future Installation and use of EV chargers, 4'W4.2.2 Paints and coatings. Paints, stains and other coetings shall be ® ❑ REN. 2/28123 A4.2 ENERGY 4.304.1 Outdoor potable water use in landscape.amass. Residential Ioampllant with VOC limits, s] �Q development shall comply with a local water efficient landacape ordinance or fee current Callf�nrrria Department of Water Resources' Model Water Efficient 4.8i14.2.�J Aerosol paints and �atings. Aerosol paints and other coatings F General Landscape Ordinance(MWELO),whichever Is more stringent. ® ❑ shall be corn pliant with product weighted MlR Limits for IOC and other toxic ® ❑ CF CA��F� compounds. 4.241.1 Low-die residential buildings shell met or exceedthe minimum ® ❑ 4.�D4.2.4 Verification. Documentation shell be provided to verify that standard design required by the CalifornIs Energy Standards. ® ❑ compilant VOC lirmit finish materials have been used, STRUCTURE ENGINEER: P iz] of 3 Calf3rmJOI9 doc *d 11112020 Papa:2 of 3 C41G?mJ0IAdoc rvyh*d 1114020 Pagz 3 of 3 CalCraassJ0I Adoc rnWd 11112020 4.504.3 Carpet Systems.All carpet Installed in the building interior shall �® ❑ CALGREEN SIGNATURE DECLARATIONS meet the tasting and product req a irements of one of the four standards I land. Project Name:Name: L I W E I TAIN TAU RESIDENCE 4.504.4 Resilient flooring systems. Eighty+{80)percent of floor area Project Addrens: 10548 S TANTAU AVE race Iving resilient flooring shall comply vdth the VOA:-emission IlmIts deflned irI New 2 stories with 4 bedrooms & 3 bathrooms and attached ADU with the Ccllaborative for High Performance School's(CHINS) Low-emitting ❑ ❑ Project Description: Materials List or be certified under the Res!]lent Floor Covering Institute(RCFI) Floor are program and UL GREENGUARD Gold, 2 bedroorns and 1 bathrooms 4.504.5 Composite wood products. Particleboard, medium density SECTION 1 — DESIGN VERIFICATION fiberboard(MDF), and hardwood plywood used In interior finish aaystemaa shall ❑ ❑ comply with low formaldehyde emission standards, Complete all Iiines of Section 1 —"Design Verification"and subrnit the completed checklist(Columns 1 and 2)wtth the Interior Moisture Control plans and building permit application to the Building Department, The owner and design professional responsible for oompllance with CalGreen SUndards hiava revised the plans and 4.508.2 Concrete slab foundation. Required vapor retarders and capillary ❑ ❑ certify that that Items ohms ve are hereby Incorporated into the project plans anal wl11 be Implemented Into the breaks are also required to oomply with CalGrOGn Section 4,505.2.1, project in accordance the requr onto set forth in the 2018 Californis Green Bu lid]ng Standards Code as adopted by the City idupertino, 4.605.3 Moisture content of building materials. Moisture content of building ❑ ❑ � materials used in wall and floor framing is chiecked bdore enclosure(,c10%). 11/28/2021 Indoor Air Quality and Exhaust Owner's Slgnaturs Cute Ms. Li Wei Z Plan Check Comment 1 .16.22 4.606.1 Bsthroam exhaust Fans. Each bethroom shall be mechanically ❑ ❑ Owner's Narne (Please Print) ventilated with an energy star exhaust fan with humidity control. NO. Revision Date 11125/2021 Environmental Comfort Issign Professlonal's Signature Data Drawn By: Date: FRANK LINH HO FLH 11 .28.21 4.607.2. Heating and air-oonditioning sysitern design. Duct systems are shed, deslgnsd and equipment is S816Cted l,.ising the Bellowing methods: Deign Profesalonal's blame (Please Print) 1. Establish heat loss and hest gain values accord 1ng to ACCA Manuel J or 11/28/2021 File: agaaivaient. ❑ ❑ 'Signature of License Professional respomibls for Cahn compliance Data 2121 2. Size duct systems according to ACCA 29--D'`Manual D)or equivalent, FRANK LINH IHdC (408)N2-5020 3. Select hosting and coaling equipment according to ACCA N-S Manual S) N;ama of Licardre Pra(easional responsible for CalGrean compliance jPlsase Print) Phone Issue: or equivalent. S81 ARCH ITECT GMAIL,COM INSTAI-LER AND SPECIAL I:NS1*bFCT0R QUALIFICATIONS Ems!I Address ifar License Professional responsible fbr CalGreen compliance Date: [qualifications 11/28/2021 SECTION 2 — IMPLEMENTATION VERIFICATION 702.1 Installer t rain Ing. HVAC system inaftalIsra are trained and certified in Sheet Title: the proper Installation of HVAC systems. ❑ Complete,sign and submit the competed checklist, including column 3,together with all original signatures on Section 2 to the BuildingDepartment prior to Building Department final inspection, GREEN BUILDING SHEET 702.2 Special lnspectir�n. The Licensed Professional responsible to verify CALGreen compliance Isqualified and able'to demonstrate competence In the ❑ ❑ I have inspected the work and have received sufficient documentation to verify and certify that the project identified dlsclpline they inspect and verify. above was constructed in acoordance with this Green Building Checklist and 1n accordant with the requirements of - the 2018 Caltf'ornla Green Bu lid Ing Standards Code as adopted by the City of Cupertino. Verifications 703.1 Documentation. Verification of complianoe with CALGrean may Signature of Llsmnsa Profassloral responalble for Cahn complIsnce Data Sheet No.: Include construction documents, plans,speolflcations, builder or installer (408)892-a020 oartiflcatlon, Inspection reports, or other methods acceptable to the enforcing � ❑ Narns of Llearaia Profasaicnal responsibla for Cali3reen wrnpliarrca{Please Print) Phone age noy whl(A show substantial conformana?. Implementation verifloation shall be submitted to the Building Department after Implementatlon of all required measures and prior to final Inspection approval. Email Add resas for Licaraa Prof sallonal reeponsible for CalGraen compl!ares l� Page;4 of 5 Calf) ZOO doc raAsad I1140a0 Pages 5 of 5 C Grm-20IAdoc mybed 11112020 Revision Communi y Develop artXTER-EFFICIENT LANDSCAPE CHECKLIST Planning Di isio ino WATER BUDGET WORKSHEET LUPERTINO AP RO p• Community Development Departincnt Community Development Department 10300 Torre Avenue 408.777.3308/Fax 408.777.3333 10300 Torre Avenue 408.777.3308/Fax 408.777,3333 Landscape Case # fZ-20 2-0 Cupertino, CA 95014 planning@cupertino.org Cu RTINO Cupertino, CA 95014 planningCa3cupertino.org L d s c a e Documentation e u m e n t a t i o n Package e ka e Checklist UP http://cupertino.org/planning p:// p g/p g a n p g CUPERTINO htt cu ertino.or lannin Approval Body: Cirector 7 MIT 1: CERTIFIED/LICENSED PROFESSIONAL INFORMATION LANDSCAPE DOCUMENTATION PACKAGE CHECKLIST Approval Date 03/29/ 2 PART 1: PROPERTY INFORMATION COMPANY&COMPA ADDRESS PROJECT ADDRESS A.P.N. 1 - P R OJ ECT N FO R MATI O N Signature Jeffrle Tsuriu a� - I andscape Architect o2 J 10548 S. Tantau Ave., Cupertino, CA gas M .,� � p a Date - 12/16/21 �N E LIC./CERT.# Gregory Lewis #2176 / /. 2/ Q REFERENCE ETo TOTAL LANDSCAPE AREA NON-TURF PLANT AREA SPECIAL LANDSCAPE AREA b Applicant - Greg Lewis - Landscape Architect E-MAIL PHONE �9TF�CA 45.3 2162 1762 0 c Project Address - 10548 S. Tantau Ave., Cupertino lewislandsca e@sbc lobal.net SQ.FT. SQ.FT. SQ.FT. p 9 (831 ) 359-0960 I>I C)ILSSIUNALSEAL d Total Landscape Area -2162 sf N PART 2: PROPERTY& PROPERTY OWNER INFORMATION PART 2: SAMPLE HYDROZONE TABLE e Type of project -single family residential FKUYhKly UVVNEX NAME E-MAIL REGULAR LANDSCAPE AREA f Potable Water - San Jose Water U Li Wei smartlilybuilder@gmail.com HYDROZONE PLANT IRRIGATION IRRIGATION ETAF LANDSCAPE ETAFXLAND- ETWU g Checklist of all documents in package - see this page FACTOR(PF) METHOD EFFICIENCY(IE) (PF/IE) AREA(SQ.FT.) SCAPE AREA (510) 304-5004 h Contacts of Applicant - Ken Zhai smartlilybuilder@gmail.com - CD 1 0.25 Drip 0.81 0.3086 1712 528.40 14,841 i "I agree to comply with the requirements of the water efficient landscape 0 LO 10548 S. Tantau Ave., Cupertino, CA 2 0.5 Drip 0.81 0.6173 25 15.43 433 ordinance and submit a complete Landscape Documentation Package'' Q co PROJECT TYPE(CHECK APPLICABLE) WATER SOURCE New Potable 3 0.8 Spray 0.75 1 .0667 400 426.67 11 ,983 0- Lo TOTAL LANDSCAPE AREA TURF PLANT AREA Q C = Rehabilitated Recycled o ❑ y 2162 400 4 0.25 Drip 0.81 0.3086 25 7.72 217 A.APPENDIX B - WATER EFFICIENT LANDSCAPE WORKSHEET - SEE SHEET LO 0 � a Non-Residential ❑ On-site captured rainwater SQ.FT. SQ.FT. Cl) 0' a, ❑ Gaawater 0 v WATER PURVEYOR NON-TURF PLANT AREA SPECIAL LANDSCAPE AREA B.APPENDIX C - LANDSCAPE (PLANTING) PLAN - SEE SHEET L1 AND IRRIGATION PLAN - Q 1762 SQ.FT. O SQ.FT. SEE SHEET L2, L3, L4 J PART 3: COMPLIANCE CHECKLIST TOTALS (A) 2162 (s) 978 (Y)27,474 Landscape Parameter Requirements Compliance SPECIAL LANDSCAPE AREA GRADING PLAN - see sheet C-2 W T J CU TURF AREA Turf shall not exceed 25%of the landscape area or 1,250 sq.ft.,whichever is lesser in area YES 1 ❑ no turf (No turf in non-residential area) `�j�' 0 O_ YEs TOTALS (c) 0 (D> 0 (z) 0 Prior to Planning Inspection, the following documents must be submitted and approved M Turf shall not be planted on slopes more than 25%. W r� All portions of turf areas shall be wider than ten(10)feet(unless irrigated with YES 1 . CERTIFICATE OF COMPLETION AND INSTALLATION (D subsurface irrigation or low volume irrigation system). PART 3: WATER BUDGET CALCULATIONS DEFINITIONS (Y) + (Z)27 (474 ET"U) (MA< 33,397 T HYDROZONE:Put in hydrozone#,letter,or planting PLANTING AREA At least 80% (100% for non-residential area)of non-turf area shall consist of YES - [1 A) description.(e.g.1,2,3;A,B,C;front porch,adjacent to driveway, 2. IRRIGATION SCHEDULE (Section 14.15.110 native or low water use plants. front lawn,etc.) PART 4: ETAF CALCULATIONS PLANT FACTOR(PF):Use WUCOLS to determine Plant Factor. No invasive and/or noxious plant species shall be planted. YES Plant factors are 0-0.1 for very low water use plants,0.1-0.3 for low 3. LANDSCAPE A N D IRRIGATION MAINTENANCE SCHEDULE (Section 14.15.120) Average ETAF for Regular Landscapes= (B) _ (A) water use plants,0.4-0.6 for moderate water use plants,and 0.7-1.0 Plants with similar water needs shall be grouped within hydrozones.Each for high water use plants. hydrozone shall be controlled by a separate valve. y� YES •45 (ETAF) < (0.55 for residential) IRRIGATION METHOD:Overhead spray or drip 7'� IRRIGATION EFFICIENCY(IE):0.75 for spray and 0.81 for drip 4. LANDSCAPE AND IRRIGATION INSTALLATION REPORT (Section 14.15.130) SOIL MANAGEMENT Atleast4cu.yds.ofcompost;six(6)inches deep,4Abeapphedper1X0sq.ftoflandscapearea YES (ETAF) < (0.45 for non-residential) • ETAF:The maximum average EvapoTranspiration Adjustment Factor for residential properties,exclusive of Special Landscape A minimum three(3)inch layer of mulch shall be applied on all exposed soil Site-wide ETAF = (B + D) - (A + C) Areas,is 0.55 and for non-residential properties is 0.45;ETAF for 5. LANDSCAPE MAINTENANCE AGREEMENT new and existing Special Landscape Areas shall not exceed 1.0. surfaces of planting areas,except in areas of direct seeding application(e.g. YES ETo=evapotranspiration rate means the quantity of water hydro-seeding). •45 Site-wide ETAF evaporated from adjacent soil and other surfaces and transpired by plants during a specified time Grading shall be designed to minimize soil erosion,run-off,and water waste. YES 0.62 is a conversion factor that converts acre-inches/acre/year to IRRIGATION SYSTEM Automatic irrigation controllers are required and must use evapotranspiration or FORMULAS gallons/sq.ft./year. no irrigation � ��pF soil moisture sensor data and utilize a rain sensor. y�YES ETWU= ETo x 0.62 x (ETAF x Landscape Area) c�� No 2176 y� El7`� Estimated Total Water Use r system irrigation controllers shall be a type which does not lose programming data in YES '"° the event the primary power source is interrupted. � MAWA= ETo x 0.62 x [(ETAF x Landscape Area) + ((1-ETAF)x SLA)] o 2022 a Maximum Applied Water Allowance enewa a e /2 /6 2/ f 0 Page 1 1 qTF OF CAS-�� WATER-EFFICIENT LANDSCAPE CHECKLIST Community Development Department 10300 Torre Avenue 408.777.3308/Fax 408.777.3333 Cupertino, CA 95014 planningGcupertino.org [is C U P S RT I N O http://cupertino.org/planning Landscape Parameter Requirements Compliance IRRIGATION SYSTEM Pressure regulators shall be installed on the irrigation system to ensure the dynamic pressure of the system is within the manufacturer's recommended YES pressure range. 1 Manual shut-off valves(such as a gate valve,ball valve, or butterfly valve) shall YES U be installed as close to possible to the point of connection of the water supply. All irrigation emission devices must meet the requirements set in the ANSI •o standard,ASABE/ICC 802-2014"Landscape Irrigation Sprinkler and Emitter Standard." All sprinkler heads installed in the landscape must document a YES distribution uniformity low quarter of 0.65 or higher using the protocol defined 0 in ASABE/ICC 802-2014. Dedicated irrigation meters are required for non-residential projects with more than 1,000 sq.ft. of landscape area. this Is single family residential ❑ YES Landscape Sheet U �WATER FEATURES Pool and spa covers shall be installed. El .YES ��/� ❑ pool Recirculatingwaters stems shall be used for all water features. YES Index �/ I Q) ❑ other: y ❑ no water features Water features are limited to 10% of the landscaped area. YES� LO - Landscape DocumentationI am aware of available informational resources regarding native and low water use plants,irrigation efficiency,and other aspects of water-efficient landscaping. I certify that the information provided on this checklist is correct,and the installed landscape complies Llwith the requirements of Chapter 14.15 and/or the requirements of the Prescriptive Compliance Option.I also understand that any Planting Plan changes to the project will necessitate anew checklist. Landscaping has not been Installed yet. L2 - Irrigation Plan r L� is 12/16/21❑ L3 - Hydrozone Plan/ 00 Z ❑ Pervious Area Diag . o Applicant Comments ❑ Use additional paper if necessary L 4 Landscape Details ° L5 - Landscape Specs Staff Evaluation Staff Comments J Approved ❑ Date 12/16/21 Scale As Noted J Not Approved ❑ Gre • Drawn 9 Permit# ❑ Job Documentation Sh et sftfiftTml! DATE El Page 1 of 2 1 Landscape of 6 LO Revision Communi y Development Department Planning Division — Cupertino CUPERTINO APPROVED Case # R-2022-004, Approval Body: Cirector/ Staff Approva I Date 03/29/22 Signature Jeff rley Tsumura Case Manager Planting Notes Plant Legend WATER EFFICIENT COMPLIANCE CHECKLIST NOTES -TURF, PLANTING, SOIL MANAGEMENT KEY QTY SIZE SPACING WUCOLS BOTANICAL NAME COMMON NAME CNI 1 LESS THAN 25% OF PLANTING AREA IS TURF GALLONS RATING 2 AT LEAST 80% OF NON-TURF AREA CONSISTS OF NATIVE OR LOW WATER USE PLANTS FRONT YARD TREE 3 PLANTS WITH SIMILAR WATER NEEDS ARE GROUPED WITHIN HYDROZONES. EACH HYDROZONE SHALL BE CONTROLLED LI 1 24'' box LOW Lagerstroemia Tuscarora Crape Myrtle w BY A SEPARATE GROUP OF VALVES Front yard tree to be min. 6 foot high when planted CD CD 4 AT LEAST 6 CUBIC YARDS OF COMPOST (BFI SUPER HUMUS) AND 16 POUNDS OF 12-12-12 FERTILIZER PER 1000 SF OF STREET TREE v LO PLANTING AREA SHALL BE THOUROUGHLY TILLED INTO THE TOP 8 INCHES OF SOIL (EXCEPT UNDER CANOPY OF EXISTING _ Ex. 16 Podocarpus TT 1 24 box MED Tilia tomentosa Sterling Silver Silver Linden Q Remove lo" Plum Street tree to be min. 6 foot high when plantedco TREES TO BE SAVED) OR FOLLOW THE AMENDMENT AND FERTILIZER RECOMMENDATIONS OF A SOIL FERTILITY TEST AND — — — ____ - — — — - Ex. 4x10" Podocarpus g p w ANALYSIS FROM A SOIL LAB (HIGHLY RECOMMENDED) �� 10'-0" max. t _ Street tree to be installed by the city. Upon completion of the project the property Q C 5 INSTALL 3 INCH DEEP LAYER OF TOP DRESS MULCH ON ALL EXPOSED SOIL SURFACES OF PLANTING AREAS EXCEPT IN �� PP _ - -' ! 9❑ r `� '� ��' owner shall prepare and adequate planting area and contact the city at (408) 777-3269 NL / -7. P.L. - - -�-f�— - - \ � � AREAS OF DIRECT SEEDING APPLICATION OR SOD LAWN. USE VISION RECYCLING DARK BROWN MAHOGONY COLORED W� - - -`c'— - - ;' �' to arrange for the tree installation o D I i LN `{ LN - LN I Z N WONDER MULCH OR DARK BROWN PRO CHIP BARK OR OTHER MULCH APPROVED BY THE OWNER (PROVIDE SAMPLES) THE ! o II ° �' LN °LN LN ' 1 Q L - -- - --; ; SCREEN SHRUBS J C OWNER MAY WANT TO USE GRAVEL MULCH INSTEAD OF BARK MULCH. DON"T USE WHITE GRAVEL OR GRAVEL WITH LOTS OF — 0 ' _-- - / --- - -- - _1 ; f \ I ' LN 15 10' LOW Laurus nobilis Grecian Laurel �' C WHITE IN IT. USE GRAVEL WITH LOTS OF GRAY AND BROWN SUCH AS NOIYA GRAVEL. � - - _ ,r 9❑ 13 U 6 GRADING SHALL BE DESIGNED TO MINIMIZE SOIL EROSION RUN-OFF AND WATER WASTE ADDITIONAL NOTES j 9 '; SL - SL SL '`�, Screen Shrub - Min. 6 tall when planted see notes 10'- 0'' max. apart _J . f I \ LY LY /�" � GROUND COVERS `° 7 SEE SHEETS L4 AND L5 FOR PLANTING AND IRRIGATION DETAILS AND SPECIFICATIONS ► LN 1 0 I ^ I DV 1 1 4' - 8' LOW Dietes vegeta (D. irridioides) Fortnight Lily pCU 8 DON'T TRENCH T00 CLOSE TO STRUCTURES WITHOUT THE APPROVAL OF THE BUILDING ARCHITECT CIVIL OR ` 10 4 5 4 LN 1 ,' LM 3 1 4' - 8' LOW Lantana montevidensis cD co STRUCTURAL ENGINEER Lawn . . �- Purple Lantana w 9 PRIOR TO ORDERING PLANTS OR SIGNING FINAL CONTRACT FOR WORK MAKE SURE YOU HAVE THE MOST CURRENT SET @N , w 20x10 - Di � N 23 1 3' - 5' LOW Nandina Gulf Stream Heavenly Bamboo DfOF APPROVED PLANS AND MAKE SURE THERE ARE NO CHANGES TO THE PLANT CHOICES 0 Remove'141w w w SL 7 1 4' - 8' LOW Salvia leucantha Santa Barbara Mex. Sage 10 ADJUST FINAL LOCATIONS OF PLANTS TO AVOID CONFLICTS WITH UTILITIES LIGHTS AND IRRIGATION COMPONENTS. 9❑ 0 ❑ 4 Citrus LN° 'Rem we 12" _ LP 4 1 4' - 8' LOW Lomandra Platinum SCREEN VALVES AND UTILITIES WITH PLANTS. DON'T PUT PLANTS TOO CLOSE TO PAVING OR BUILDINGS PRIVACY , I 4 9 � SCREENING NOTES ,�" �` $ATM . . . . Low,C�uat I 0 10 1 2' - 4 LOW Osteospermum fruticosum African Daisy 10 -� `�� : . Covered Patio mix purple and white 11 THE SPECIES OF PRIVACY PLANTING HAVE BEEN IDENTIFIED . IF TREE, MINIMUM HEIGHT OF 8FT MUST BE PROVIDED AT 1 ,1 , - 2 1 �':'::::.:::.`:.:❑' TIME OF PLANTING. IF SHRUB MINIMUM HEIGHT OF 6FT SHALL BE REQUIRED AT TIME OF PLANTING, 1 LN t I 1 . 1 o DECK \ .PATIO ':.:•.FLOOR.'.':'.'.'. I ❑ ; I LY 3 1 4 - 8 LOW Lantana Spreading Sunset Low orange red I �J Pr4Tl0. . . . ..�.. LN 12 PRIVACY PLANTING: THE FINAL PRIVACY PLANTING PLAN SHALL BE REVIEWED AND APPROVED BY THE PLANNING DIVISION PRIOR TO ISSUANCE OF BUILDING PERMITS. THE VARIETY, SIZE, PLANTING DISTANCE SHALL BE CONSISTENT WITH - - - - - . . . . . . . . . . . . . . . . . 3©. .8. : 5❑ 10 8 1 NEW ADU I I Lawn sod HIGH Turf Tall Fescue with 2x4 rough redwood header THE CITY'S REQUIREMENTS, I \ 1 :. ... . . ..:.. - - - - - - - - ---- f CN 5❑ 52,SF I or 4 inch black steel edging 13 PRIVACY PROTECTION COVENANT: THE PROPERTY OWNER SHALL RECORD A COVENANT ON THIS PROPERTY TO INFORM - - - 1 N K°" _ir_ N ' \`�� I Plant quantities are for planning purposes only. Contractor to do own plant count. AND c� FUTURE PROPERTY OWNERS OF THE PRIVACY PROTECTION MEASURES AND TREE PROTECTION REQUIREMENTS I a E a� I I Ask owners if they want t0 upsize any plants CONSISTENT WITH THE R-1 ORDINANCE, FOR ALL WINDOWS WITH VIEWS INTO NEIGHBORING YARDS AND A SILL HEIGHT THAT I N DIN. 1 a c� ' LN j I No. 2176 y� IS 5 FT OR LESS FROM THE SECOND STORY FINISHED FLOOR. THE PRECISE LANGUAGE WILL BE SUBJECT TO APPROVAL BY I 9❑ F�1I I DIN. p� 1 / I You should order screening shrubs and front yard tree up to a year in advance to 6f , G Is Ito s� --y i I®/ I make sure they are available at the required height and size when you need them Rneoa2a2e THE DIRECTOR OF COMMUNITY DEVELOPMENT. PROOF OF THE RECORDATION MUST BE SUBMITTED TO THE COMMUNITY �,, f DEVELOPMENT DEPARTMENT PRIOR TO FINAL OCCUPANCY OF THE RESIDENCE. N I �'J l' ; �� 2ND OI qT E I �i I I r�IDu FLOOR N J F OF CA��O 14 PRIOR TO BUILDING FINAL A COVENANT WILL BE RECORDED WITH THE COUNTY TO PROTECT THE PRIVACY TREES AND I I ` E r - 1 1 REa 19❑ NEW FRONT YARD TREE I W 1 N I I I a765F O; I Landscape Site Legend L ❑ I I`' g \ 15 CONTRACTOR SHALL REFER TO CIVIL SHEETS FOR SITE GRADING AND DRAINAGE INSTALLATION ❑ I r oq • 0Vi j 0 Driveway - Pavers or Concrete - pattern and color to be �J---------- KIT.1,1505F I I determined later by owner N F.F. 105.10 1 I N - - - _ ___� I I o ❑2 Front walk - Pavers or Concrete - pattern and color to be r-7`\I f 1 I z determined later b owner 1 SS GARAGE ¢ARA6E�: \ GL.�\ �'� I rn y 441 SF- I L u_J I Cl 10 16 0, 0 to N ' i 0 Front porch and steps - Pavers or Concrete - pattern and color to Q ......��`-----,�...... El I be determined later by owner ❑ FOYER N L =- =�i . ......... ...... ......• I. 10 ❑ I O N �� -T . a I ® Min. 24 inches between edge of lawn and impervious paving 0 I 155E 2 N PORCH ❑ hiSS, a sos .3. - I L - - - � � SEAT- a N 2 Y 2 N ❑5 Side paths - Pavers or Concrete - pattern and color to be a � 13" Ll determined later by owner Driveway 1❑ a a LP LP LP LP Front Yard a SS Tree 24 box U 1 SL \ o FE 'A' (" I I min. 6' tall © New 6 foot x 3 foot wide solid wood gate a 1 when planted • — a � I o w w w w ❑7 Rear patio - Pavers or Concrete - pattern and color to be w a Q SL Remove 8" W 41 20 10' I ` determined later by owner Lowquat p �� n/ <* W a N L� sL ro - - 0 ® Privacy protection angles from 2nd story windows and balcony that THERE IS 2162 sf of PROPOSED PLANTING AND IRRIGATION Ex. 32"Tree 4 4 ° `^/ I ` determine where landscape screening is required 4 vV❑ - - - - - - J ❑ %S "I have complied with the criteria of the Water Efficient Landscape Ordinance and applied them for 51,00' P.L. Remove 10'' 3 LM' LM LM i ❑9 New 6 foot tall solid wood good neighbor fence with Pressure c� S L I DO the efficient use of water in the landscape design plan" citrus o a M o O"' it Treated Posts set in conc. � Vr MIS /Ir z LO TT - Street Tree O Gregory Lewis - Landscape Architect Lic. #2176 12/16/21 New Drive Approach �� 24'' box / 10 Min. 2 foot wide planter for drainage swale along side property min. 6' tall lines TANTAU AVE. when planted Date 12/16/21 Plant'ing 1 /8" 1 OI Scale I As Noted Drawn Greg 0' 8' 16' Job Sheet L I of 6 Revision Communi y Development Department Planning Division AWJlE-RrEFF-�CIENT LANDSCAPE CHECKLIST - IRRIGATION Irrigation Legend CUPERTINO APPROVED Case # R-2022-0041, THE AUTOMATIC IRRIGATION CONTROLLER USES EVAPOTRANSPIRATION DATA KEY MANUF. MANUF. # DESCRIPTION AND UTILIZES A RAIN SENSOR Approval Body: Cirector/ Staff2 THE IRRIGATION CONTROLLER DOES NOT LOSE PROGRAMMING DATA IN THE D H Hunter PRO-HC-12 12 station WiFi controller with enough modules for 9 stations Approva I Date 03/29/22 exterior wall mount with multiple LVLIVI II IL RIMARY POWER SOURCE IS INTERRUPTED Signature Jeff rley Tsumura programing, cycle start, and calender program Case Manage`3 PRESSURE REGULATORS SHALL BE INSTALLED ON THE IRRIGATION SYSTEM TO Hunter WR-CLIK Install Hunter Wireless Rain Clik System ENSURE THE DYNAMIC PRESSURE OF THE SYSTEM IS WITHIN THE MANUFACTURER'S RECOMMENDED PRESSURE RANGECNI C L4 Hunter PGV-ASV 075 3/4'' antisiphon valve with 3/4" Amiad Filter, Senniger PR30 4 MANUAL SHUT-OFF VALVES ARE INSTALLED AS CLOSE TO POSSIBLE TO THE POINT pressure regulator, and adaptor to drip tubing OF CONNECTION OF THE WATER SUPPLY Hunter PGV-ASV 075 3/4'' antisiphon valve for spray sprinklers U w 5 ALL IRRIGATION EMISSION DEVICES MUST MEET THE REQUIREMENTS SET IN THE ANSI CD STANDARD, ASABE/ICC 802-2014 "LANDSCAPE IRRIGATION SPRINKLER AND A 3/4'' manual brass ball valves U EMITTER STANDARD". ALL SPRINKLER HEADS INSTALLED IN THE LANDSCAPE MUST L4 . DOCUMENT A DISTRIBUTION UNIFORMITY LOW QUARTER OF 0.65 OR HIGHER a M USING THE PROTOCOL DEFINED IN ASABE/ICC 802-2014 w 0- Q o 6 IRRIGATION SUBMETERS ARE REQUIRED FOR RESIDENTIAL PROJECTS WITH MORE `�I PP ;�� - _ _ _ s7.os' P.L. _ _ _ _ - - - - - - - - L4 10 Toro 0-10 10' Precision series nozzles with Hunter 6" pop-up 30 psi regulated Q , THAN 5000 SQ.FT. OF LANDSCAPE AREA - THEY ARE NOT REQUIRED ON THIS �\ I quarter pattern Is 10 at 30 psi with 0.23 GPM z � PROJECT WITH LESS THAN 5000 SQ.FT. I ' ' Q - - - ---- - --- - -- - - ---- - --- - - " J 3/4 � Q - s - ------ -- B Nonpressure line - Sch 40 PVC 3/4" unless noted for larger v) U) 7 THERE IS NO POOL OR WATER FEATURE ON THIS PROJECT. ' I L4CU 1 size - 12" of cover w co N 8 SEE SHEET L4 AND L5 FOR DETAILS AND SPECIFICATIONS I I Pressure line - Sch 40 PVC : 3/4" unless noted for J `° - -- ---� smaller size - 18" of cover 0 U 9 THIS SYSTEM IS DESIGNED TO OPERATE WITH MINIMUM 5 GPM AT MINIMUM 45 HYD 1 / N • I 10 10 10 PL LINES UNDER PAVING - 24'' deep with sand backfill `� P.S.I. AT THE POINT OF CONNECTION. IF THIS CONDITION IS NOT MET CONTACT I I p w THE LANDSCAPE ARCHITECT FOR POSSIBLE REDESIGN. (YOU CAN ADD SOME o 8 d p Lawn WI 3/4" Sch 40 PVC pressure line in 1-1/4 " sleeve 0 VALVES TO REDUCE THE FLOW THRU THE VALVES WITH MORE FLOW). THERE IS 60 I 1-1/4 '' gray elec PVC sleeve STATIC PSI IN THIS AREA. IF PRESSURE EXCEEDS 75 PSI AT POINT OF CONNECTION L ; I 1 I NP INSTALL A WILKINS 600 3/4" PRESSURE REGULATOR 1 10 (10 Q3 3/4" Sch 40 PVC nonpressure line in 1-1/4 " sleeve L-------------, - 10 THE ROUTING OF SPRINKLER LINES IS SCHEMATIC ON THE PLAN. DO NOT PUT $ATM ..... . .•... . :... . : :. . . :. . .... . ..................................:.............. VALVES TOO CLOSE TO TREES. STAY 8' TO 10' AWAY IF POSSIBLE. DO NOT PUT Covered'Pat10 rG E I 2 L4 L4 3/4" PE drip tubing with compression fittings - see drip notes PRESSURE LINES UNDER TREES. INSTALL LINE IN PLANTING AREAS INSTEAD OF I ' ' , I -r-L OOR UNDER PAVING WHENEVER POSSIBLE. , ;�� — DECK �'r�'�. .PATIO G E Tree Drip Irrig. 3/4" PE drip tubing with compression fittings 14g5 Pr4Tl0'.':. . I HYD 1 See Drip rrig. Notes -- o o ssF. - I I L4 L4 11 POINT OF CONNECTION WILL TYPICALLY BE JUST BEFORE WATER ENTERS HOUSE. I 1.5 dri . . . . . . NEW ADU INSTALL 3/4" TEE AND A BALL VALVE AND RUN 3/4" SCH 40 PVC TO VALVE I s275F \ -' LOCATIONS. KEEP ANTISIPHON VALVES IN INCONSPICUOUS PLACES, INSTALLED - - - 1 AD" KIT. 6'' TO 12" ABOVE HIGHEST SPRINKLER OR DRIP EMITTER ON THE CIRCUIT. KEEP VALVES OUT OF PATHS. I I PLI I HYD I No. 2176y I DIIN. DIN. FAM ! I 3 I IF YOU INSTALL WEED FABRIC DO NOT L �5 Wl 1 I 4/30/2022 12 MAKE PROVISIONS TO ADD AN EXTRA CONTROL WIRE TO THE LOCATIONS OF I I SS '� -- R'1 ID e THE VALVES WITH LARGE GPM FLOWS SO THAT EXTRA VALVES CAN BE ADDED IF I I �� -- ----- / Controller PUT DRIP IRRIGATION UNDER IT ,2 �12, �T oaf r ,y.'� // 2ND C I Owner to approve qT THERE ISN'T ENOUGH WATER VOLUME AVAILABLE AT THE NECESSARY PRESSURE I rmu FLOOR location J LIVIN6 I I F �t I s — AREA 13 BE SURE AND FOLLOW THE PLANS. YOU WILL PROBABLY BE REQUIRED TO HAVE I �.�I _ ; A LICENSED/CERTIFIED LANDSCAPE PROFESSIONAL OBSERVE THE LANDSCAPE I I ----------- L I CONSTRUCTION AT PERIODIC INTERVALS AND FILL OUT A CERTIFICATE OF I r FF=L_0CPfRI I o INSTALLATION. THIS PERSON WILL ALSO BE RESPONSIBLE FOR PROVIDING AN 41yING I _ IRRIGATION SCHEDULE FOR NEW PLANTINGS AND MATURE PLANTINGS AND A I I KIT. ' PLI I Valve ID LANDSCAPE AND IRRIGATION MAINTENANCE SCHEDULE. - _ _ J I / F.F. 103.10 READ A COPY OF THE CUPERTINO WELO COMPLIANCE CERTIFICATE AND WATER _ ___� HYD I O Hydrozone ��\� � 4 35 I z Min. dynamic psi at req. at EFFICIENT LANDSCAPE CHECKLIST PRIOR TO STARTING THE PROJECT DARE ¢ARA6E I rn valve LuJ PL I 1'0 I A Application rate 3 35 I GPM flow dte IHYD 1 r 1 FOYER TH I V I I BED". I ........ ' — ..... HYD 4 Drip Irrigation Notes I ��-----=� " _ - I' - 4 � 12 35 I O 1 ) SECURE LARGER 3/4'' DRIP TUBING 1" BELOW GRADE WITH 7" OR 11 I T .� issF i o.4 drip 1 U-SHAPED STAKES 3 FEET ON CENTER OR CLOSER SO THAT THE TUBING CAN BE ISS Point of connection PORc+� � __--SAT -_- j '1 0.4 drip 35 L D 2 FOUND EASILY BUT DOES NOT SHOW IF THE MULCH GETS BRUSHED AWAY. I Install brass ball valve13 Y PI Q COVER TUBING WITH SOIL AND MULCH AND INSTALL MANUAL FLUSH VALVES ' ----- AT ENDS OF TUBING AND MARK THEM SO THEY CAN BE FOUND EASILY. SS Driveway •� SS U 2) RUN LARGE TUBING OVER AND NEXT TOROOTBALL OF PLANTS TO MINIMIZE LENGTH OF SMALLER 1/4" TUBING. SECURE EMITTERS ON 3/4" TUBING ' AT PLANT ROOT BALLS. WHEN NECESSARY RUN SHORT LENGTHS OF 1/4'' SS NP 10 10 10 I (,/� TUBING FROM EMITTER T PLANT ROOT BALL INSTALL TAKE N l 4" I W 3 W I Q U G O S O 00 S. S STAKES O / Lawn I TUBING AT 12" ON CENTER AND COVER TUBING WITH 1'' OF SOIL PLUS MULCH. L- WW - W Ww— W 3) AS THE PLANT AND PLANT ROOTBALL INCREASE IN SIZE, THE LOCATIONS OF I 10 10 10 i � THE EMITTERS MAY NEED TO BE ADJUSTED SO THEY ARE EVENLY SPACED OVER 3 THE ROOTBALL. W 4) INSTALL PRESSURE COMPENSATING EMITTERS (WITH MINIMAL DIFFERENCE IN 51.00' P.L. 3 FLOW BETWEEN 10 PSI AND 40 PSI) AT EACH PLANT ON ROOT BALL (NOT RIGHT M ap AT STEM). USE AGRIFIM PC PLUS (PRESSURE COMPENSATING EMITTERS). USE ❑ - THE ONES THAT 1 /4 TUBING CAN BE CONNECTED TO. OTHER EMITTERS MAY WM L-0 O HAVE A HIGHER DISCHARGE RATE AT STARTUP REQUIRING LARGER PIPE SIZES. New Drive Approach EMITTER SCHEDULE: TANTAU AVE. TWO 1 GPH EMITTERS AT SMALL SHRUBS (EVENTUAL SIZE) LM,LY,O THREE 1 GPH EMITTERS AT MEDIUM SHRUBS LP,SL,DV,N FOUR 1 GPH EMITTERS AT LARGE SHRUBS LN WITH SHRUBS THAT HAVE MULTIPLE EMITTERS, PUT SOME OVER ROOT BALL (NOT RIGHT ON STEM) AND SOME OUT UNDER FUTURE CANOPY. SPACE EMITTERS EVENLY IN ROOT ZONE AREA. • 1 Q„__ 1 _O„ I C� I Date > 16 1 FOR TREES INSTALL FIVE 1 GPH EMITTERS ON AND AT EDGE OF ROOTBALL AND / scale As Noted AN ADDITIONAL fifteen 1 GPH EMITTERS AT 2 FOOT GRID UNDER FUTURE Irrigat *ion Greg CANOPY - ADD 10 MORE EMITTERS UNDER EXISTING TREES O' 8' 16' Drawn Job Sheet L2 of 6 Revision Communi y Development Department Planning Division — Cupertino CUPERTINO APPROVED Case # R-2022-004, Approva I Body: Cirector/ Staff Approva I Date 03/29/22 Signature Jeff ey Tsumura Case Manager CD ti N U u1 o = o U � � LO 282 Q co c PP HYD 1 U � o LU\ �, 0 a C ZI z U N I U) C: � C5 c) s= J Ln 3 ' 576 a) HYD 1 0 a CO c W ' w 0 200 sf BED". �AYD 3\, � I I � I r BATH .. . . Paving In Front and Setback I ..................... ........ ...: Y ;-� - �c red .Patio : . . I -.HYD-1 0 i FLOOR IMPERVIOUS PAVING IN 20 FOOT FRONT YARD SETBACK JI DECK PATIO 14 I H d rozo n e S u m m a r CANNOT EXCEED 50% -- ° ° . .. .. . .. I HYDROZONE - DESCRIPTION GPM SQ.FT. OF TOTAL x w.i1w4,•w.Y.wY..wY•w47wY4.YwY•w.1•..Y.wYti 1:.w (front property line is less than 60 feet) NEw ADu VALVES TOTAL AREA IN FRONT YARD SETBACK = 20x57=1140 sq.ft. AM KIT. HYD 1 - 3,6,7 DRIP, LOW WATER SHRUBS 3.3 1712 79.0% TOTAL IMPERVIOUS PAVING No. 2176y� Driveway = 400 sf I °� FAM. I (ter Loris DI". I HYD 2 - 1 DRIP, MED WATER TREE 0.4 25 1 .0% - V ,\ I L L L 4/30/2022 Front Walk = 80 sf I� \ I I I Sc �--y Front Walk = 38 sf I ®I I / R/6 P �J I 2ND T 2 16 2l Front Step - 9.5 sf I I 1 ; , rnu FLOOR HYD 3 - 4,5 SPRAY, HIGH WATER LAWN 4.2 400 19.0� 9TFoF Total = 527.5 sf= 46.3% of TOTAL AREA I I RE I HYD 4 - 2 DRIP LOW WATER TREE 0.4 25 1 .0 o ca I a'765F I , ---------�-- L 7zll o TOTALS 2162 1000 LIVIN6 141 I ------- HYD 1 ----------- ---------- I,IsosF , KIT. F.F. 103.10 -i- 119 I D - - - J ' -J HYD 1 I o_ GAR j5ARA&E , / F— M SS A GL. 441 SF- j �; \ L�Y�J I A I ate Q I Q ......��`---—17...... FOYER I --=, ; Be ...... ...... 25 sf 4Gat -' -T , � I O HYD 4 1 I�sF PORCH SS 9.5 sf 505E impery Q 77— 3�sf 145 Driveway imper SS � u HYD 1 371 sf • — SS HYD 1 400 sf Q 3 impery 51 HYD 1 WW W W W 200 sf HYD 3 80 sf 3 impery - -57.00' P.L. - - - - 3 - - - - LLL /C�� LLL M w 1I L I WM ' ^ 25 sf O New Drive Approach HYD 2 TANTAU AVE. Date 12/16/21 rozone 1 /8 11 1 OII Scale As Noted Drawn Greg 0' 8' 16' Job • • L3 Impervious diagram Sheet of 6 Revision Communi y Development Department Planning Division — Cupertino CUPERTINo APPROVED Use bolt on lid Mark lid with "Irrig. Gate Valve" Use bolt on lid Case # R-2022-004, Gate valve or water meter Mark lid with "Drip Flush Valve" ArborTie nailed to stake �KU6 fjz"w ( /some size as pressure line Approval Body: Cirector/ Staff Flush Valve g equivalent-18" Approva I Date 03/29/22 PVC Male Adapter 2"dia.Lodge Pole or solid ground placed outside rootball I Mlpt x Slip III and plumb Signature Jeff Tsumura Case Manager Sch 40 PVC pressure line M ArborTie nailed to stake Mulch (3"deep) pulled 3 inches away from trunk I I Top of rootball to be 2 inches above I I I I PE drip tubing buried ]" deep = i surrounding soil level �, • — N Run next to rootball of each plant = — Temporary Bricks under valve See drip irrig. notes 4"high berm for water basin at edge of 3" deep gravel box corners Space emitters evenly around plant 6" deep gravel root ball w 2" clearance on top of and at edge of root ball Use as little 1/4" tubing as possible = M Manual Gate Valve A Agriform Plant Tablets 21 gram , No Scale Drip Emitter and Flush Valve _ Backfill-native soil Q E No Scale Plant pit to be 3 times wider than the plant L1J o IIII I I container-it's not shown to scale on dwg QLO o Q Mulch W " 0 L v Lateral - nonpressure line See plan for distance from paving and building —IIII - z 12" cover J _ 0 12" Main - pressure line - 18" cover = u) � 18 1) 8-12 hours before installation,water all plants while still in containers sufficiently to _ OF direct burial wire 24 V - tape Top of head flush with grade thoroughly wet root balls and bundle wire every 10 feet 2) Dig hole at least 2"less deep than the container and 3 times wider than the J diameter of the container the plants were delivered in. a- Use 6" deep sand bedding and 6" 3) Gouge holes in the side of the plant pit-2 holes persq.ft.of wall surface co deep sand backfill in rocky soils I I I I I I 4) Remove rootball carefully from container with support from below. Sever any circling 0 co I I roots (3/16"dia.or greater)with sharp knife. Do not pull roots apart. The severing of large LLJ Snake lines in all trenches I I roots will encourage new roots at the cuts. Install enough backfill under root ball so top of Sch 80 nipple rootball ends up 2"above grade of surrounding soil when it settles. Install some of fertilizer (� Vehicle paving PVC tee or ell on packets under root ball. Hunter 12" swing joint lateral line 5) Fill around rootball with backfill mix to 1/2 its height and pack soil as you fill with shovel All lines to have min. 24" cover to allow height of handle or feet being careful not to disturb root ball 24 IIII under vehicle paving with 6" 6 Put A riform Plant Tablet fertilizer at this level adjacent to rootball and at bottom of hole J�--� sprinkler to be adjusted ) g � compacted sand bedding and and to protect lateral line (5 tablets per 15 gal.or5 tablets per 1 inch of caliperwidth. Fill the remainderof the hole _______ compacted sand backfill with backfill and pack it. Provide minimum 3 clearance 7) Water tree thoroughly by filling the basin and allowing the water to percolate in,doing :::M.= : this 3 times or more until root ball and backfill is wet 6" between lines 8) Install stakes such that the stakes and the tree ties won't damage the tree and the Po -U S ri n kl e r stakes won't lean toward each other. Cut off tops of stakes if necessary to lower below 111 I IIII branches that could be rubbed by stakes. Install stakes so they are straight up and don't No Scale e lean in to each other Trenches/Lines B 3/4" Drip Tubing next Tree Planting No Scale to rootball of each plant No Scale 0 �ANpF Emitters ��`� No 2'6 y� Valves for spray sprinklers do not require filter and regulator 2 emitter LWis Combination atmospheric vacuum breaker/ plant Mulch 3"deep) pulled 2 inches away from stems ai3oi'2o22 control valve with flow control and with or short 1/4" tubing ReT without auto. control as noted on plans Temporary �, /2 /6 2/ 4 emitter 4"high berm for water basin at edge of root ball qTD.f.1 Water proof connectors such as DBI plant Slow release Agriform plant tablets FOF DA�-�� Filter IIII 1 gal plant 2 tablets per plant 1 emitter — 5 gal plant-3 tablets per plant plant — 15 gal plant-6 tablets per plant LBottom of antisiphon valve minimum 6" , , , , , , , , , , , above highest downstream sprinkler When plants are installed on a �I , , , , , , , , , , , , , , Backfill-native soil or emitter slope locate most of emitters „ Regulat III ` ` ` ` Native soil dug out 2 times depth of container on the up slope side of the plantIII� I I_ Plant pit at least 3 times diameter of container FOLLOW DRIP IRRIG. NOTES 1) 8- 12 hours before installation,water all plants while still in containers sufficiently ZF11�-- Sch 80 PVC risers to thoroughly wet root balls Drip Emitter Placement at Shrubs/ G 2) Dig the plant hole at least 3 times the dia.and 2 times the depth of the plant container. No Scale Ground Covers 3) Replace this mixture in bottom half of hole and walk on it. The level of it should be such that when the plant is installed and settled it will be slightly above grade of existing To sprinklers Sch 40 PVC pressure line and OF direct Q burial control wires as per specs. soil. Fill hole with water. U 4) Remove rootball carefully from container by tapping out,not pulling out by the stem. Scarify rootball walls in 3 vertical cuts and bottom to 1/2"deep,or by cutting roots of 1/2"or larger with shears. Do not pull roots apart. Q 5) Install fertilizer packets under rootball of plant. Set rootball on prepared surface and Auto. Antisi phon Valve fill hole to 1/2 the depth,tamping soil around rootball. Fill hole with water. --(::C 6) Fill the remainder of the hole with backfill and pack it but do not tamp rootball. with Filter and Regulator for Drip 7) Make the water basin. No Scale 8) Water shrub thoroughly within 1 hour of planting by filling the basin and allowing the Q water to percolate in,doing this 3 times or more until root ball and backfill is wet 9) Install mulch � U Shrub Planting Install as per local code and manuf, instructions - Secure controller to wall with suitable anchors as approved by No Scale Q inspector Controller - see legend on irrig. plan Weather proof 120 V junction box Electrical conduit and wire from source of power Electrical conduit for 24 volt conductors Paint exterior conduit to match building wall. Minimize appearance of conduit visible on wall. pp Sweep ells z -114- LO OF direct burial wires O This controller will be installed outside Wall Mount Controller D No Scale Date 12/16/21 Scale As Noted Drawn Greg Job Details Sheet L4of 6 Revision Communil y Development PARAAMCWDITIONS - SOIL PREPARATION, PLANTING, AND IRRIGATION PART 2 - PRODUCTS C. Contaminated Soil - Do not perform any soil preparation work in areas where Planning Division - Cupertino 3.6 TESTING 1.4 GUARANTEE 1.1 QUALITY ASSURANCE: soil is contaminated with cement, plaster, paint or other construction debris. CUPERTINO APPROVED 2.1 PIPE A. All testing shall be done in the presence of the Owner's Representative. A. Trees shall be guaranteed 1 year - all other plant material 120 days following A. Use adequate numbers of skilled workmen who are thoroughly trained and Bring such areas to the attention of the Owner's Representative and do not proceed R-2022-004 A. Plastic pipe is to be polyvinyl chloride, marked 1120-1220, and bearing the Center-load all pipelines with clean soil approximately every four feet to resist final acceptance. Any plant material needing replacement because of weakness or Case # the necessary crafts and who are completely familiar with the until the contaminated soil is removed and replaced. seal of the National Sanitation Foundation. Use Schedule 40 polyvinyl chloride, hydraulic pressures, but leave fittings exposed for inspection. Piping under probability of dying will be replaced with material of similar type and size to specified requirements and the methods needed for proper performance of the work of D. Moisture Content - Soil shall not be worked when moisture content is so great type 1-11 fittings bearing the seal of the National Sanitation Foundation, and paving shall be tested before paving is in place. Install a 0 to 160 P.S.I. gauge that of the surrounding area. The replacement plants will have the same guarantee this section. that excessive compaction will occur, nor when it is so dry that dust will form in Approval Body: irector/ Staff complying with ASTM D2466 for pressure line and also for any water lines under on lines to be tested. All valves shown on Plans shall be in place and shall be in as the original plants or trees, starting the day of their replacement. The B. It is the Contractor's responsibility to verify all information contained in the closed position. Mains shall be tested at 100 P.S.I., and laterals at 65 Contractor is not responsible for losses due to vandalism if he has taken the air or that clods will not break readily. Water shall be applied, if A rova I Date 03/29/22 asphalt paving. Use Sch 40 PVC for lateral lines in planting areas unless stronger P P pp necessary, to bring soil to an optimum moisture content for tilling and planting. the plans and specifications and to notify the Architect of any discrepancy prior is specified in the irrigation legend. For joining, use a solvent complyingP.S.1. If available static water pressure is under 100 P.S.I., provide suitable reasonable measures for protection of the plants. Signature Jeffrle Tsumura pipe P g g +^ ^��'o-'^^ ^�^ducts or commencing with the work. um for tests. Fill pipelines slow) to avoid pipe damage, and bleed all air from Case Manager with ASTM D2466 and recommended by the manufacturer of the approved pipe. Pipe is pump P P Y P P 9 3.2 ROUGH GRADING AND TOPSOIL PLACEMENT C. Check and verify dimensions, reporting any variations to the Architect before to be continuously and permanently marked with the manufacturer's name, pipe size, lines as they are being filled. After closing valve at water source, mains shall 1.5 PRODUCT HANDLING A. Request a review by the Owner's Representative to verify specified limits and proceeding with the work. schedule number, type of material, and code number. hold 100 P.S.I. gauge pressure for two hours with no leaks. Laterals are expected A. Protect plants before and during installation, maintaining them in a healthy grades of work completed to date before starting soil preparation work. Place B. Galvanized steel pipe is to comply with ASTM A120 or ASTM A53, galvanized, to have minor seepage at multiple swing joint assemblies. Major leaks are not condition. Application(s) of anti-dessicant may be required to minimize damage. topsoil as required to obtain an 12" minimum depth of topsoil or as noted otherwise � 1.2 CONTRACTOR COORDINATION Schedule 40, threaded, coupled, and hot-di galvanized. Use 150 lb. rated acceptable. Laterals shall be tested for one hour at 65 P.S.I. solely to reveal The Contractor is responsible for vandalism, theft, or damage to plant material N P P 9 on the Plans. (Topsoil may already exist in the planting areas). Integrate � A. It is the responsibility of the Landscape Contractor to familiarize himself galvanized malleable iron, banded pattern fittings. Wrap all galvanized pipe below any piping or assembly flaws. The laterals are not expected to hold gauge until commencement of the maintenance period. topsoil layer into subsoil or existing compacted topsoil layer b ripping. P Y 9 P P Y Y PP g• with all grade differences, location of walls, retaining walls, etc., and to grade with 2" wide, 10 mil. plastic wrapping toe 50 Scotch wrap or equal). pressure. For testing laterals, cap risers or turn adjusting screws on nozzles to 9 9 9 P PP 9 P (# PComplete rough grading as necessary to round top and toe of all slopes, providing � coordinate work with the General Contractor. C. Drip tubing is to be as noted on plans. Use compression fittings. the "off" position, as appropriate. Repair any flaws discovered in mains or 1.6 REVIEWS naturalized contouringto integrate newt graded area with the existing topography. 9 Y9 9 U laterals, then retest in same fashion as outlined in presence of the Landscape A. Request the following reviews by the Owner's Representative at least three (3) Verify that rough grading is completed in accordance with civil engineering W 2.2 CONTROL WIRE Architect until all lines have been approved. Provide required testing equipment days in advance (in writing): (1) Rough grading (of landscape area) (2) Soil drawings and/or any landscape grading drawings. Break through any compacted layers ~ o 1.3 DIMENSIONS AND SCALE A. Use type OF direct burial wire minimum size 14, copper, U.L. approved for and personnel. test (3) Verification of incorporation depths (4) Finish grade (5) Plant = rn YP # PP PP of subgrade material (sometimes left from building or paving pad compaction) that o A. Dimensions are to take precedence over scale at all times. Large scale details irrigation control use for runs of 1000 feet or less. For longer runs consult with material quality approval (6) Plant material layout (7) Plant pit sizes (prior will not allow water in planting areas to percolate through, causing a boggy, over U') are to take precedence over those at small scale. Dimensions shown on plans shall 3.7 SYSTEM ADJUSTMENT to planting lants 8 Preliminary inspection 9 Final inspection 5 day Q co Landscape Architect. Use 3M DBY Direct Bury Wire Splice Kits or dry splice type P 9 plants) ( ) Y P ( ) P ( y saturated soil condition. You may have to use a backhoe or rotohammers to break up ---� � be adhered to insofar as it is possible, and no deviation from such dimensions A. The entire sprinkler system shall be properly adjusted before final acceptance. advance notice required) LLI wire connectors at splices. No underground splices will be allowed without a P Y P P Y J P q ) and turn soil to a minimum depth of 12". If proposed planters are in areas ofco shall be made except with the consent of the Architect. The Contractor shall slice box. Adjustments shall include but not necessarily be limited to: (1) Adjustment of o P existing paving or baserock, remove at least 12" of material and bring in top soil QLO verify all dimensions at the site and shall be solely responsible for same or arc and distance control devices on sprinklers, including changing nozzle sizes if PART 2 - PRODUCTS U C up to grade required by grading plan. Rough grading in planting areas is to be deviations from same. LO 2.3 OTHER MATERIALS necessary to assure proper coverage of planted areas. (2) Relocation or addition rn such that when amendment is incorporated and the mulch is installed, the grade will � �a A. Provide other materials, not specifically described but required for a complete of sprinkler heads if necessary to properly cover planted areas, without causing 2.1 TOPSOIL z P Y q P be +- 1" to finish grade. U fl 1.4 LAWS AND REGULATIONS and proper installation, as selected b the Contractor subject to the approval of excessive water to be thrown onto building, walks, paving, etc. (3) Throttling of A. Native topsoil or import landscape soil J P P Y J PP B. Soil Preparation: (1) Distribute soil (organic) amendment and fertilizer in J A. The Contractor shall conform to and abide by all city, county, state and the Architect. automatic valves as necessary to operate sprinklers at manufacturer's recommended the amounts recommended by the soils lab over all planting areas unless noted U) federal building, labor and sanitary laws, ordinances, rules, and regulations. pressure. (4) Adjustment and testing of all automatic control devices to assure 2.2 NATIVE TOPSOIL N otherwise on the Plans. (2) Rip and/or till the amendment and fertilizer into the � > their proper function, both automatically and manually. (5) Installation of A. Native soil on site without admixture of subsoil, free from rocks over two top 6" to 8" of soil until they are thoroughly mixed in. Hand work areas uJ cC 1.5 LICENSES AND PERMITS pop-up heads anywhere there is a chance of pedestrians or vehicles hitting heads cubic inches, debris, and other deleterious material. Native topsoil is to be J inaccessible to mechanical equipment. (3) Moisten to uniform depth for settlement >, A. The Contractor shall give all notices and procure and pay for all permits and PART 3 - EXECUTION even if pop-ups are not shown on the plan. (6) Installation of check valves to stripped, stockpiled, and reinstalled. and regrade to establish elevations and slopes indicated on Drawings. � licenses that may be required to complete the work. keep sprinkler head drainage from eroding landscape areas, wasting water, or O Y 3.1 SURFACE CONDITIONS creating soggy spots in the landscaping. 2.3 IMPORT LANDSCAPE SOIL Ur 1.6 SUBMITTALS A. Import landscape soil must be tested and meet the following specification: 3.3 FINISH GRADING W of M A. Examine the areas and conditions under which the work of this Section will be P P 9 P A. At the request of the owner or the Landscape Architect, submit manufacturer's 3.8 AS-BUILT DRAWINGS AND INSTRUCTION 1. TEXTURE: A. The Contractor shall make himself familiar with the site and grading plans and performed. Correct conditions detrimental to timely and proper completion of the (� and/or supplier's specifications and other data needed to rove compliance with the Sandy loam to loam do finished grading in conformance with said Plans and as herein specified. / PP P P P work. Do not proceed until unsatisfactory conditions are corrected. A. Regularly update a print of the system noting any changes which are made by points between es l l l if shall b h d t sa e uniform eves or so di i i th t d otherwise indicated Grades no specified requirements including certificates stating quantity, type, composition, dimensioning features below grade from surface features with at least two 2. GRADING: B. P P weight, and origin of all amendments, chemicals, import soil, planter mix, plants, SEIVE SIZE PERCENT PASSING SIEVE where elevations are given or between points established by walks, paving, curbs, 9P P P 3.2 EXCAVATION dimensions. Prior to final approval, give the Owner 2 copies of clean blueprints and irrigation equipment used on the site. 25.4 mm (1") 95 - 100 or catch basins. Finish grades shall be smooth, even, and on a uniform plane with gA. Trenches may be excavated either by hand or machine, but shall not be wider marked to show changes during construction. The most important features to mark on than is necessary to lay the pipes. Care should be taken to avoid damage to the plan are valves, pressure lines, wires, and hose bibs. 9.51 mm (3/8") 85 - 100 no abrupt changes of surface. Minor adjustments of finish grades shall be made at 53 Micron (270 mesh) 10 - 30 the direction of the Landscape Architect, if required. 1.7 PRODUCT SUBSTITUTIONS B. After the system has been completed, inspected, and approved, instruct the P q existing water lines, utility lines, and roots of plants to be saved. Y P P PP 3. CHEMISTRY - SUITABILITY CONSIDERATIONS: C. All grades shall provide for natural runoff of water without low spots or A. Any product substitutions shall be requested in writing. The Landscape B. Minimum depth of cover for buried pipelines shall be: 1. Eighteen (18) inches Owner's maintenance personnel in the operation and maintenance of the system. Give g P P Architect must approve or refuse any substitutions in writing. Lack of written the Owner completed warrant cards for the irrigation equipment and ke s to a. Salinity: Saturation Extract Conductivity (ECe x 103 @ 25 degree C.) Less pockets. Flowline grades shall be accurately set and shall be not less than 2% for mainline pressure piping. 2. Eighteen (18) inches for 24 volt wiring from P y gy than 4.0 gradient wherever possible. Grades shall slope away from building foundations approval will mean the substitution is not approved. Any difference in cost to the controllers to remote control valves. 3. Twelve (12) inches for lateral controllers and hose bibs. g P P y g Contractor of a less expensive substitution shall be credited to the Owner's b. Sodium: Sodium Adsorption Ration (SAR) Less than 9.0 unless otherwise noted on Plans. All finish grades (top of mulch) are 1" below distribution lines. 4. Twenty-four (24) inches, minimum cover, with 6" sand c. Boron: Saturation Extract Concentration Less than 1.0 PPM finish grade of walks, pavements, curbs, and valve boxes unless otherwise noted. bedding and 6" sand cover for any pipe or wire sleeve under A.C. paving. SOIL PREPARATION AND PLANTING d. Reaction: pH of Saturated Paste: 5.5 - 7.5 C. Under existing paving, piping may be installed by jacking, boring, or hydraulic e. Lime: less than at by weight 3.5 MULCHING 1.8 ERRORS AND OMISSIONS driving except that no hydraulic driving will be permitted under asphalt concrete PART 1 - GENERAL 9 P Y 9 P P A. Recultivate soils compacted by planting or other operations and smooth the A. The Contractor shall not take advantage of any unintentional error or omission pavement most pipes and sleeves under A.C. paving are to be installed prior to 4. PESTS: P ( P P P 9 P soil areas prior to applying mulch. Mulch all planting areas to a depth as noted �pNDSCAPF in the drawings or specifications. He will be expected to furnish all necessary 1.1 DESCRIPTION a. The population of any single species of plant pathogenic nematode: fewer than installation of the paving). Where cutting or breaking of existing pavement is on plans. This depth should be as per the plans even after being settled and c,� materials and labor that are necessary to make a complete job to the true intent A. The work includes, but is not necessarily limited to, the furnishing of all 500 per pint of soil. � no 1'6 y�necessary, secure permission from the Architect before cutting or breaking the y g stepped on 30 days after installation. Water lightly to settle mulch. Do not and meaning of these specifications. Should there be discrepancies in the drawings pavement, and then make necessary repairs and replacements to the approval of the materials, equipment, and labor required to do the installation and complete 5. ORGANIC MATTER or specifications, the contractor shall immediately call the attention of the bury ground cover with mulch. Place and settle mulch in such a way that it does P Y Architect and at no additional cost to the Owner. placement of topsoil, fine grading, soil conditioning, and planting. a. Soil is to have 5% to 10% organic matter at below 18 inches in depth. 4 /2022 not get washed onto paving or block drain swales or inlets. Architect to some and shall receive the complete instructions in writing. Soil is to have less than 30% organic matter at 0 to 18 inches in depth /2 l6 2/ Organic matter to be less than 1" die. Do not use mushroom compost. 3.3 INSTALLATION OF PIPE 3.6 WEED CONTROL F` �O 1.9 INSPECTIONS/REVIEWS DEFINITION 1.2 QUALITY ASSURANCE No noxious weeds are allowed. OF - A. Handling and assembly of pipe, fittings, and accessories shall be by skilled A. The Contractor is responsible for pre-emergent weed control. Follow the CA A. Inspection or observation as used in these specifications means visual A. Plant Identification and Quality 6. FERTILITY CONSIDERATIONS: tradesmen using methods and tools approved by the manufacturers of the pipe and manufacturer's directions. The Contractor is responsible for the replacement of observation of materials, f t Pl equipment, or construction work on an intermittent basis . Plants are to be true to name, with one o each bundle or lot tagged with the a. Soil is to contain sufficient quantities of available nitrogen, phosphorous, equipment and exercising care to prevent damage to the materials or equipment. 1 any plants (other than weeds) that are hurt or killed due to the misuse of weed to determine that the work is in substantial conformance with the contract name of the plants in accordance with standards of practice of the American potassium, calcium, and magnesium to support normal plant growth. In the event of documents and the design intent. Such inspection or observation does not B. Metal pipe threads shall be sound, clean cut, and cored to full inside Association of Nurserymen. In all cases, botanical names take precedence over control products or use of the wrong product. Clay soils can increase the affect g p Y P nutrient inadequacies, provisions shall be made to add required materials to diameter. Threaded joints shall be made up with the best quality pure joint of certain pre-emergents. Adjust the application rate accordingly. Some owners constitute acceptance of the work nor shall it be construed to relieve the common names. overcome inadequacies prior to planting. contractor in any way from his responsibility for the means and methods of compound carefully and smoothly placed on the male threads only 2. Plants shall be vigorous, of normal growth habit, free of diseases, insects, 7. COMPACTION may prefer hand weeding to chemical weed control although it is usually more construction or for safety on the construction site. Inspection or observation throughout the system. eggs, larvae, excessive abrasions, sun scalds, or other objectionable a. Compact the soil enough so it doesn't settle more when walked on and not expensive. C. On plastic threaded connections use the sealer recommended by the manufacturer will be done by the Landscape Architect only if requested by the owner in writing. disfigurements, and shall conform to the standards as outlined by the California significantly over time where the flow of drainage will be affected or soil needs to be of the plastic valve or fitting. Do not use paste sealer products on plastic 3.7 MAINTENANCE This service will require a written contract for additional fees. Association of Nurserymen. Tree trunks shall be sturdy and well "hardened off". added. Don't over compact or work soil when it has too much moisture. valves. Tighten plastic threaded connections with light wrench pressure only. All plants shall have normal well developed branch system, and vigorous, fibrous Dig bottom layer of import soil into existing soil. Compact in 6 inch lifts. A. Maintenance shall begin immediately after each plant is installed. D. Connections and controls shall be functionally as shown on the drawings, but B. Maintenance will include: root systems which are not root bound. Ground cover plants (rooted cuttings) shall 2.4 ORGANIC SOIL AMENDMENT physically shall be the most direct and convenient method while imposing the least 1. Continuous operations of watering, weeding, cultivating, fertilizing, hydraulic friction. Install lines in planting areas whenever possible. have well developed root systems and be kept moist prior to and during A. Redwood sawdust, 0-1/4" in diameter, that is nitrogen stabilized by the spraying, insect, pest, fungus, and rodent control, and any other operations to LANDSCAPE IRRIGATION installation. Plants shall be nursery grown and of size indicated on Drawings. supplier, and contains a wetting agent. Also see note on planting plan E. Thread male PVC connections into metal female connections rather than the assure good normal growth. r 1 All plants not conforming to those requirements will be considered defective, `.J opposite. 2.5 ORGANIC MULCH 2. Fertilizing: In addition to fertilizing of trees, shrubs and ground covers, PART 1 - GENERAL removed from the site and replaced with acceptable new plants at the Contractor's F. Interior of pipe fittings, and accessories shall be kept clean at all times, expense. A. See Planting Plan herein specified, furnish and apply any additional fertilizers necessary to and all openings in piping runs shall be closed at the end of each days work or maintain plantings in a healthy, green vigorous growing condition during the Q 1.1 WORK INCLUDED 3. Sod shall have a well developed root system. Yellowing, brown, diseased, 2.6 PLANTER SOIL MIX otherwise as necessary to prevent the entry of foreign materials. Bending of maintenance period. - dried, or pest infested sod shall be rejected. Sod is to be cleanly mowed within A. See Planting Plan and Details. A. The work includes but is not necessarily limited to the furnishing of all galvanized steel pipe will not be permitted. Install plastic pipe with the 72 hours of delivery to the site. Sod is to be delivered to the site within 24 3. Weeding, Cultivating and Clean Up: Planting areas shall be kept neat and free materials, equipments, and labor required to install a complete irrigation system. markings turned up to be seen from above until the pipe is buried. "Snake" the hours after being harvested and installed immediately after being delivered. Sod from debris at all times and shall be cultivated and weeded at no more than 10-day q p g ys 9 Y 9 2.7 BACKFILL FOR PLANT PITS pipe in the trenches so that there will be a small amount of excess length in the intervals. shall not be stored on the site overnight. Any sod delivered to the site that A. For native soils with 50% or more clay content - 75% topsoil and 25% organic line to compensate for contraction and expansion of the pipe. 4. Insect, Pest and Disease Control: Insects and diseases shall be controlled by 1.2 GUARANTEE. The entire sprinkler system shall be guaranteed by the Contractor cannot be installed the same day shall be removed and not used on the site. amendment thoroughly mixed and incorporated together with no topsoil clods larger ( � G. Place backfill in 6" layers such that there will be no settling. The top 6" of the use of approved insecticides and fungicides. Moles, gophers, and other `J in writing to be free from defects in material and workmanship for a period of one 4. Ground cover is to have well developed roots and foliage. It is to be grown in than 1/2" diameter. In heavy clay soils or other soils with large clods this will year from acceptance of the work. The guarantee shall include repair of an trench soil is to be the top soil and soil amendment mixture. All backfill shall be free and delivered to the site in flats. rodents shall be controlled by traps, approved pellets inserted by probe gun, or y p g p y require mixing the backfill in a stockpile at the site or at the supplier. For Obtain Test pipe for leaks prior to backfilling joints. . v J V J settlement occurring within the guarantee period, including related damage to of rock and debris 1.3 SUBMITTALS soils with less clay content amend only the top 8" of the plant pit backfill as per other approved means. nl approval of the owner's representative before backfilling joints. 5. Protection: Work under this Section shall include complete responsibility for paving, landscaping, or improvements of any kind. A. Provide the results of lab tests done on representative samples of existing the soils lab recommendations. maintaining adequate protection for all areas. Any damaged areas shall be 3.4 INSTALLATION OF EQUIPMENT soils and imported soils to be used for the top 12" or more of landscape area. 1.3 REVIEWS Tests are to be done by a reputable soils lab (i.e., Perry Lab, Watsonville or 2.8 FERTILIZER repaired at no additional expense to the Owner. A. Flush lines clean prior to installation of valves, sprinkler heads, or hose 6. Replacements: Immediately replace any plant materials that die or are of system (2) Depth of lines prior to backfilling (3) Coverage adjustment of all personnel. Soil samples are to be tested for: A. Request the following reviews prior to progressing with the work: (1) Layout Santa Clara Soil and Plant Lab). Samples to be tested are to be collected by lab A. Fertilizer needs and amounts will be based on the results of the soil test bibs. Install valves, sprinkler heads, controllers, backflow preventors, hose damaged. Replacements shall be made to the Specifications as required for bibs, and other equipment as per the Irrigation Plan and details. original plantings. heads, valve boxes and operation of system. 1. Particle size distribution (clay, silt, sand). B. Sod lawn areas (there is no lawn on the plan) 7. Hand Watering: Even when planting areas are watered with automatic 2. Agricultural suitability including any excess problems; i.e., salinity 1.4 WATER PRESSURE 3.5 ELECTRICAL WORK irrigation, the soil surrounding the plant pits can be moist while the (calcium, magnesium), boron, sodium, pH level. A. The line voltage work shall consist of connecting the controller to the nearest 2.9 PLANT MATERIAL SUBSTITUTES sawdust/sand root ball is dry. This can cause the plants to deteriorate or not • A. Verify the existence of the minimum acceptable volume of water at the minimum 3. Fertility - amounts of available nitrogen, potassium, phosphorous, iron, available 115 volt supply. The line voltage connection shall be in conduit, in A. Substitutes will not be permitted except when proof is submitted that plants grow (even during the winter). The plants will do best (especially during the hot acceptable dynamic pressure as per plan at the point of connection at the earliest magnesium, copper, zinc, and boron. opportunity, re ortin insufficient volume and/or pressure to the Landscape accordance with local electrical code. Controllers mounted inside buildings can be specified are not available and then only upon approval of the Landscape Architect season) if they are hand watered deeply until their roots grow out into the reporting / P P The owner is to Chemicals and/or poisons that would hinder plant growth. plugged into outlets. The low voltage work shall include all necessary wiring from 4. and Owner. surrounding soil. Architect. Contractor is responsible for cost of installation of pressure regulator decide if tests for poisons will be done since there is a small chance that any if pressure exceeds 80 psi. the controller to the automatic sprinkler valves, installed in accordance with the O P P exist and the cost of testing for them is expensive and difficult. manufacturer's recommendations. A loop of extra wire, a minimum of eighteen (18) 2.10 OTHER MATERIALS 3.8 PRELIMINARY INSPECTION An interpretation of the test results and their affect on plant performance done by 1.5 UTILITIES inches long shall be provided at each automatic valve. Appropriate expansion loops A. Provide other materials, not specifically described but required for a complete A. As soon as all the planting is installed, the Contractor will request the he lab staff or an approved horticultural consultant should be included in the t shall be provided throughout the system to assure that no wiring will be under and proper installation, as selected by the Contractor subject to the approval of Owner's Representative (in writing) to make a preliminary inspection. The 30 A. Verify the location of all existing utilities and services in the line of work report. The Owner is responsible for the cost of initial testing and for any stress. the Landscape Architect. calendar day maintenance period will start when the work is approved. Replacement before excavating. Take all precautionary measures necessary to avoid damaging additional chemicals and amendments that are required that are not already included B. All splices and connections on the 24 volt system shall be made using 3M DBY and/or repairs may be required for approval. The Contractor is to notify the Direct Bury Splice Kits, Rain Bird Pentite connector, or equal. in the Specifications or Drawings. Soils tests must be done as soon as possible Owner and the Owner's Representative in writing when the 30 day maintenance period and prior to ordering or installing soil amendments or plant materials. Plant PART 3 - EXECUTION 1.6 ELECTRICAL CONNECTION C. Wiring, wherever possible, shall be placed in the same trench with, and begins. alongside of, the irrigation main water line. Tape and bundle wire every ten feet. selections and soil amendment specifications are subject to change depending on the A. Verify existence of 110 Volt 20 Amp. circuit for irrigation controller (by .results of the soil tests 3.1 SURFACE CONDITIONS All wiring placed under paving shall be put in adequately sized Sch 40 PVC pipe 3.9 FINAL INSPECTION others) at location noted on plan for installation of controller. 5. If bidding is done prior to soil fertility tests, bid 6 cu yds. of nitrolized A. Examine the areas and conditions under which the work of this Section will be sleeves prior to paving operations. A. At least 5 days prior to the anticipated end of the maintenance period, the RWD sawdust and 16 lbs. of 12-12-12 fertilizer per 1000 sq.ft. tilled or dug into performed. Correct conditions detrimental to timely and proper completion of the D. Wire for 24 volt control lines shall be size #14 OF direct burial irrigation Contractor shall submit a written request for final inspection. The planting the top 6" to 8" of soil in all planting areas for bidding purposes only. Revise work. Do not proceed until unsatisfactory conditions are corrected. wire. Unless noted differently on the plan, common grounds shall be white, size areas shall be weeded, neat and clean. The work shall be accepted by the Owner Date 12/16/21 bid when results of soil fertility tests are obtained. B. Weed and Debris Removal - All ground areas to be planted shall be cleaned of #14 OF direct burial wire. For wire runs over 1000 feet consult with Landscape exclusive of the plant materials upon written approval of the work by the Owner's As Noted Scale Architect for wire size. Under no circumstances, on multiple controller all weeds and debris prior to any soil preparation or grading work. Weeds and Representative. installations, will a single common ground, shared by each controller, be debris shall be disposed of off the site. Drawn Greg permitted. Each controller shall have its own separate common ground wire. Job Landscape Sheet I I I of 6 Con imunity Development Department Planning Division - Cupertino I I I V N00 -CUPERTINO APPROVED Case# R-2022-004,A LO'�^ IN I ` Approval Body: Director/Staff Approva I D ite 03/29/22 1 U) Q -'j 1: Signature Jeffrey Tsumura 00 0 Case Manager U -i � EL W 0 1Ll �-+ W LL u LL U_ L U) LJ L mN O Ld 0 m ' Ll g 0 5 10 15 20 (�o Q � Q1 N 1 I FH m 1 I Q 1 1 420-M�24 1„=10' �\W 00 01 m 1 I APN: 375-37-019 J (n 1 Y I LO U J I 32„ I I o 1 0 l TREE O W Ln . 1 in I I 1 I QP y� gl I : AE LEGEND w N o 06 1 N87°37'19"W 100.00' PP PROPERTY BOUNDARY co - - - - - - - - - - - - - - - - I 1 205.3' GATE x 205.4 LOT LINE ' '1 — CONC + 1 CENTER LINE ^-1� \Q 1 61 + 205.7 EASEMENT LINE 1 �O PAVEMENT 1 — — — — — — — — — — CONCRETE/LIP OF GUTTER CONC DW CONC EX-BLD x FENCE SSOCO I FLOW LINE I I .......................................................................... TIELINE _ I +205.4' COVERED I ZO 1 F — — AREA LOT 274 z 42-M-24 1 1 1 \l CONC > APN: 375-37-026 W 1 - - - - - - - - - - - - I Jx ABBREVIATIONS + 05.7' 1 Cn 1 I 1 o I EX-HOUSE 1 1 0 AC AIR CONDITIONER UNIT I 1 (� 8„ I FF=206.5' 1 ;nj0� o AE ANCHOR EASEMENT Y • 1 LO REE �'_ BB BRICK BORDER W 1 i w i TREE i G LOT170 TREE m BP BRICK PLANTER H 1 _o 1 CONC DW 42-M-24 CH CHIMNEY d iv o Cn CID COVERED PORCH A `z N :v 1 APN: 375-37-018 = v DI DRAIN INLET I I I o 1 1 0 1 I 1 10119 0- w N o DL DRIP LINE o 1 1 I Z AY TREE w x 16 DEW DE ELECRIVE TRICAL METER z TREE 1 I o 1 1� AC F — / FH FIRE HYDRAFF FINISH NT ICV IRRIGATION CONTROL VALVE 1 E 1 1 I CONC 4-10" G GAS METER 1 1 TREE PP POWER POLE PP 1 o 1 12 n 1 R.O.W. RIGHT OF WAY 1 E Q I 1 i TREE 1 11 1 / SSCO SANITARY SEWER CLEAN OUT 1 1 205.6' 1 I I SDMH STORM DRAIN MANHOLE EX-BLD SSMH SANITARY SEWER MANHOLE I I 1 CONC DW — — — TP TELEPHONE POLE 1 1 206.3'+ + 11 1 o WM WATER METER w 1 1 — CONC— _ 205.9P— — I WP WOOD PLANTER + — - 1 0 / WV WATER VALVE • 1 1 205.7' GA - - AC - - - CONC_ _ - - � - - EX SHED L - - - - - �FN I - - - - - x / 1 I : 1 I 1 PG&E N87°37'19"W 101.79' / VAULT / W I I 1 I NOTES ^ o N 1 1 QI / (1) A CURRENT TITLE REPORT FOR THE SUBJECT PROPERTY w 1 I of w I o I HAS NOT BEEN EXAMINED BY GARY D. CARNES, LAND SURVEYOR, EASEMENTS OF RECORD MAY EXIST THAT ARE 1 I U I / NOT SHOWN ON THIS MAP. N c� 0 1 69 a I I 420TM�24 (2) TREE SPECIES AND DRIP LINES ARE APPROXIMATE AND Q 1 1 I 1 APN: 375-37-017 SHOULD BE VERIFIED BY A CERTIFIED ARBORIST. cn I I I I / (3) ALL DISTANCES & DIMENSIONS ARE IN FEET AND �../ / DECIMALS THEREOF. �� W 0I I 0 I (4) THE UNDERGROUND UTILITIES SHOWN ON THIS MAP, IF 1 / SHOWN, ARE APPROXIMATE AND BASED ON EVIDENCE AT 1"�h / THE SURFACE. 1 / (5) BUILDING DIMENSIONS SHOWN ON THIS MAP, IF SHOWN, • 30' ARE MEASURED FROM THE TRIM, STUCCO OR SIDING AT '^ 30' I / RIGHT ANGLES TO THE PROPERTY LINES. v1 w V (6) THE SIZE OF ANCHOR EASEMENT WAS NOT SPECIFIED �� O / ON THE TRACT MAP NO. 1088 WE SCALED IT TO BE 4'X20' FROM OF THE PROPERTY LINE. CO O I >.4 14 = LO C 0 0 �--� 1 oNN,- LA/Vo .. C Cq SG� � m CQ Z ° No. 4516 N I W II Z 9TF eF C AS-\F E- -4 � ^' !1 I E- . w x o 1 �' 0 A