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DIR-2022-009 Stamped PlansCommuni Planr CUPERTINO Case # Approval Body: C Approval Date Signature Erik y Development Department ing Division - Cupertino ONE �./`7 M LJ L QN03 PUM IOK� l'JL'JMMO MUM PMO[Mu DIVA \ UMIE PnQ)U1R (0)H L1VLJIUAWM 0 JOB LOCATION: 10047 CRESCENT ROAD 1. A PLOT PLAN SHALL BE PREPARED DESCRIBING THE APPROVED Q . . .0 NEW DRIVE WAY APPROACH, CONTRACTOR SHALL REFER TO O 1. APPROVAL OF THESE PLANS DOES NOT RELEASE THE RELATIONSHIP OF PROPOSED GRADING AND UTILITY DIR-2022-009 SHEETS C2 & C3 FOR DRIVEWAY AND OTHER STREET IMPROVEMENT. OWNER AND/OR CONTRACTOR OF THE RESPONSIBILITY JURISDICTION: CITY OF CUPERTINO TRENCHING TO THE TREES DESIGNATED FOR a pplication Number(s) 2 (N) CONC. PAVER DRIVE WAY. O FOR THE CORRECTIONS OF MISTAKES, ERRORS, OR COMMISSIONS CONTAINED THEREIN. IF DURING THE APN: 326-16-027 CONST. TYPE VB PRESERVATION. CONSTRUCTION AND GRADING SHOULD NOT SIGNIFICANTLY RAISE OR LOWER THE GROUND ,�°� .'.'.' .'.'. .'.'.' .."..m . . ....' . . . . S.:.T U:.:D'.i.:.0. y 40'-4° (rector /Staff COURSE OF CONSTRUCTION IMPROVEMENTS, PUBLIC FIRE SPRINKLER FULLY FIRE SPRINKLER LEVEL BENEATH TREE DRIP LINES. IF THE GROUND • • • .. • . YARD SET BACK O3 24" ROOF OVER HANG, TOTAL AREA IS 623SF INTEREST REQUIRES A MODIFICATION OF/OR A LEVEL IS PROPOSED FOR MODIFICATION BENEATH THE • • • • • • • • • • • • •.• m 06/03/22 REDWOOD (E) SIDE LOT SIZE: 9,996.6SF TREE Poveda 13" 20" 4 (N) WATER LATERAL SIZE PER FIRE SPRINKLER PLAN DEPARTURE FROM THE CITY OF CUPERTINO SPECIFICATION OR THESE IMPROVEMENT PLANS, THE ZONING: R1-10 DRIP LINE, THE ARCHITECT/ARBORIST SHALL ADDRESS AND MITIGATE THE IMPACT TO THE TREE(S). • o ... ...... © .....m 12" REDWOOD PINE 5 (N) WATER METER PER FIRE SPRINKLER PLAN O CITY ENGINEERS SHALL HAVE THE AUTHORITY TO OCC GROUPS R3/U 2. ALL TREES TO BE PRESERVED ON THE PROPERTY AND Case Man er TREE TREE TREE(S) ...................(P $„ REDWOOD 6 (N) 200A ELECTRICAL MAIN PANEL, SEE PAGE C.4 O REQUIRE SUCH MODIFICATION OR DEPARTURE AND TO LAND USE RESIDENCE LOW DENSITY ALL TREES ADJACENT TO THE PROPERTY SHALL BE O co - �, _ __ TREE SPECIFY THE MANNER IN WHICH THE SAME IS TO BE PROTECTED AGAINST DAMAGE DURING CONSTRUCTION ....... .... ... .... ... I 100.00' P.L. NO.05'40"W - _ - p �1 / \ _ L� Z `� \ Q \ O CONTRACTOR SHALL UNDERGROUND EXISTING OVERHEAD SERVICE LINES (ELECTRIC, PHONE, AND/OR CABLE) FROM COMPLETED, AT THE SOLE EXPENSE OF THE OWNER AND/OR CONTRACTOR. (1-5 DU/AC) OPERATIONS BY CONSTRUCTING A FOUR -FOOT -HIGH FENCE AROUND THE DRIP LINE, AND ARMOR AS .. 4 ......... F. 4U8:87�:692 ......:.:.:.. . ...� \/ THE HOUSE TO THE NEAREST UTILITY POLE TO BE UNDERGROUND. CONTACT PG&E FOR DESIGN. 2016 CBC, CPC, CIVIC, CEC, AND 2016 CRC CUPERTINO MUNICIPAL CODE NEEDED. THE EXTENT OF FENCING AND ARMORING / \ 19 \/ ' T 2. CONTACT PUBLIC WORKS, 777-3104, FOR DRAINAGE SHALL BE DETERMINED BY THE LANDSCAPE ARCHITECT. \/ \/ I z / \/ V 0 j ° g (N) GAS METER AND UNDER GROUND GAS LINE -SEE C.4 AND FINAL GRADE INSPECTION, WHICH INCLUDES DRAIN 2016 CEC, CFC, AND CGBC THE TREE PROTECTION SHALL BE PLACED BEFORE ANY Project: J ° V 1 m � I ° LINES AND ROOF DRAINS/DOWN SPOUTS. EXISTING HOUSE: EXCAVATION OR GRADING IS BEGUN AND SHALL BE Grand Success LLC 1 / �/ / Q (N) DOWN SPOUT WITH PROVIDE DIRECT ROOF RUNOFF AND 3. ALL PUBLIC IMPROVEMENTS MUST BE COMPLETED MAINTAINED IN REPAIR FOR THE DURATION OF THE / \ II w - c / o 01 �/ \ / \ w \ ON -SITE SURFACE DRAINAGE TO LANDSCAPED AREAS OR GRASS SWALES FOR INFILTRATION TO THE GREATEST PRIOR TO OCCUPANCY. REMODEL (E) 1ST FLOOR 1,262SF CONSTRUCTION WORK. New Custom Homes /�� _ o Y \ / w Y / \ Q 0 / \ A � - W DEGREE POSSIBLE 3. NO CONSTRUCTION OPERATIONS SHALL BE CARRIED ON 10047 Crescent Road / \\ / � - _ i / \ i m - N 31'-3" O R DWOOD - - m - 9 3 w FLR. SIDE SET BACK ° THE PROPERTY LINE C.O. PER PAGE C.4, UTILITY 4. CONTRACTOR IS RESPONSIBLE FOR DUST CONTROL AND INSURING THE AREA ADJACENT TO THE WORK IS REMODEL (E) 2ND FLOOR 1,020SF EXISTING GARAGE 353SF WITHIN THE DRIP LINE AREA OF ANY TREE DESIGNATED TO BE SAVED EXCEPT AS IS AUTHORIZED BY THE Cupertino, CA 95014 �� 23 2ND w N w � N w 1 N - �- / 10 (N) COORDINATION PLAN. PROVIDE NEW A G05 CHRISTY BOX TO ENCLOSE C.O. LEFT IN A CLEAN CONDITION. EXISTING F.A.R. 26.36% DIRECTOR OF COMMUNITY DEVELOPMENT. 4. IF TRENCHING IS REQUIRED TO PENETRATE THE 13 - - - - - - - - - - - - - - - -'�- 5. THE CONTRACTOR SHALL REVIEW STD. DETAIL 6-4 ON PROTECTION BARRIER FOR THE TREE, THE SECTION OF (N) 4" CLEAN OUT PER C.4 UTILITY COORDINATION PLAN. TREE PROTECTION PRIOR TO ACCOMPLISHING ANY 12 (N) 4" ABS SEWER LINE PER C.4 UTILITY COORDINATION PLAN WORK OR REMOVING ANY TREES. EXISTING ROOF OVERHANG 412SF TRENCH IN THE DRIP LINE SHALL BE HAND DUG SO AS TO PRECLUDE THE CUTTING OF ROOTS. PRIOR TO Applicant/Owner: \ 9 ' 0 24 I \ 6. UTILIZE BEST MANAGEMENT PRACTICES BMP's , ( ) AS REQUIRED BY THESTATE WATER RESOURCES CONTROL EXISTING PATIO 171 SF (E) LOT COVERAGE INITIATING ANY TRENCHING WITHIN THE BARRIER APPROVAL BY STAFF WITH CONSULTATION OF AN Grand Success LLC I (N) HOSE BIBBS W/ NON -REMOVABLE TYPE BACKFLOW Mr. Can Fa Chen ,,'' / �`. PREVENTION DEVICE BOARD FOR ANY ACTIVITY WHICH DISTURBS SOIL. ' 1,262+1,020+353+412+171 = 32.19% ARBORIST SHALL BE COMPLETED. 7 I FLOOR LIVING �'� I (N) 2ND , N I \ / AREA 1,262SF I FLOOR 37SF DECK 0 �' 20 I� 23 I 10'-2" a �r I FLR. 24 14 LANDING IN SIDE YARD SHALL LESS THAN 18" FROM GRADE. LANDING WITH 18" HIGH FROM GRADE SHALL HAVE 10'-0" MIN. SET BACK 7. A WORK SCHEDULE OF GRADING AND EROSION & SEDIMENT CONTROL PLAN SHALL BE PROVIDED TO THE 9,996.6 5. TREES WHICH REQUIRE ANY DEGREE OF FILL AROUND THE NATURAL GRADE SHALL BE GUARDED BY RECOGNIZED STANDARDS OF TREE PROTECTION AND 4045 Moreland Way San Jose CA 95130 I 1ST 7 ado' I z `,/REMODEL (E) / \ I :: 15 SIDE S.B. M CITY ENGINEER BY AUGUST 15. NO HILLSIDE GRADING SHALL BE PERFORMED BETWEEN OCTOBER 1 TO APRIL PROPOSE: DESIGN OF TREE WELLS. Tel. 408.726.2956 \-I o 2ND FLOOR / \ 1, 15 GRADE TO SLOPE AWAY FROM STRUCTURE MIN. OF 5% 6. THE AREA UNDER THE DRIP LINE OF THE TREE SHALL 9" 2ND LIVING AREA 0) E ' 1,020SF / \ I ` FL�t. SIDE SB -' � 23 (E) 7" WITHIN THE 1ST 10-FEET OF STRUCTURE. IF IMPERVIOUS SURFACES ARE WIITHIN THE FIRST 10-FEET OF THE 15' 8. TO INITIATE RELEASE OF BONDS, CONTACT THE ADDITION 1ST FLR. MAIN D.U. 500SF ADDITION 2ND FLR. MAIN D.U. 260SF BE KEPT CLEAN. NO CONSTRUCTION MATERIALS NOR CHEMICAL SOLVENTS SHALL BE STORED OR DUMPED Email: Cnecons@Gmail.com zI _ _ _ BUILDING, A MIN. OF 2% AWAY FROM STRUCTURE IS PINE I TREE 1, ALLOWED. SEE PAGE C2 FOR MORE INFORMATION PUBLIC WORKS INSPECTOR FOR FINAL INSPECTION. NEW GARAGE 2 218SF UNDER A TREE. (N) 354SF 13 g o o 7 PATIO - - - - I I- - - ��' \`�`�\ \� 0 I \ REGARDING GRADING AND DRAINAGE PLAN 16 AT INTERIOR SIDE YARD, (2) CONDENSER AC UNIT 9. ALL DOWNSPOUTS TO BE RELEASED TO THE GROUND SURFACE, DIRECTED AWAY FROM BUILDING NEW A.D.0 ON 1ST FLR. 811 SF TOTAL LIV. AREA 7. FIRES FOR ANY REASON SHALL NOT BE MADE WITHIN FIFTY FEET OF ANY TREE SELECTED TO REMAIN AND Architect: 25 7 I 24 / I I " I 0 1 COVERED WITH BRINMAR (SBUHD) SOUND BLANKET WHICH REDUCE 5 dBA. INSTALL CONDENSER UNITS ON 3" CONC. FOUNDATIONS AND DIRECTED TO LANDSCAPED AREAS. (N) 1,571 SF ' TOTAL (N) AREA 1,789SF SHALL BE LIMITED IN SIZE AND KEPT UNDER CONSTANT SURVEILLANCE. STUDIO 61 ARCHITECTS, Inc. I / I 4 7 10. PRIOR TO ROUGH FRAMING INSPECTION OR PRIOR ANY 8 GENERAL CBORA TREE ICE SHALL EBUSINESS 12480 Saratoga Ave. \ i..'.'........'...'.'........'.'..'.'.'.'..'.'... REMOVE .(E)... \ I / 17'-6" 14 J I . .. . ........... . .... . ........:.:.:.:... '3'. ORANGE ... / 1 MANUFACTURER.OPROVIDE ELECTRICALDISCONNECTW MIN. 36"x3O" CLEAR IN FRONT OF ELECTRICAL / WORK TO COMMENCE WITHIN THE PUBLIC RIGHT OF AREA NOT INCLUDE IN FAR LICENSEE, AS DETHE FINED CALIFORNIA AND PROFESSIONAL CODE, TO PRUNE AND CUT OFF THE Saratoga, CA 95070 �� 2ND FLR. (N) 2ND I ?REE......... I 3 FLOOR - I DISCONNECT. ALL CONDENSER WATER SHALL ROUTE TO YARD MUST WAY, WHICHEVER COMES FIRST, THE OWNER AND/OR BRANCHES THAT MUST BE REMOVED DURING THE T: (408) 892.5020 19 SIDE S.B. . . . . . . . . . . . . . . . . . . . . . . . . . . . . LIVING AREA i REAR LANDSCAPE. CONDENSER UNITS BE THE CONTRACTOR SHALL OBTAIN AN ENCROACHMENT FIRST FLOOR: GRADING OR CONSTRUCTION. NO BRANCHES OR ROOTS I 9 0 �� 260SF 19 13 / 1� - �I O 1ST .. . .......... o Q A FLOOR LIVING ` 7 SCREENED FROM STREET VIEW. PERMIT. CONTACT JO ANNE JOHNSON AT (408) 777-3245 FOR ENCROACHMENT REQUIREMENTS AND MAIN DWELLING UNIT PORCH 102SF SDU PORCH 123SF SHALL BE CUT UNLESS AT FIRST REVIEWED BY THE LANDSCAPE ARCHITECT ARBORIST WITH APPROVAL OF / F: (408) 871.6923 Email: FRANKLHO@YAHOO.COM ...... 24 AREA 500SF ............. (N) ADU .................... �� I 17 (N) 6'-0" MAX. HIGH REDWOOD FENCE AND/OR GATE 7 O PERMIT. ALL ENCROACHMENT PERMITS REQUIRE A STAFF. 1 :•:.:. .:.:..:.:•:.:. LIVI81AREA- 24 ....:.:.:... _:.:.. _:.:.. _:....... / 1I 18 (E) 6'-0" MAX. HIGH REDWOOD FENCE ALONG PROPERTY CERTIFICATE OF LIABILITY INSURANCE AND A REAR PATIO 354SF 9. ANY DAMAGE TO EXISTING TREE CROWNS OR ROOT / . . LINE. SEPARATE ENDORSEMENT NAMING THE CITY OF AS ADDITIONAL INSURED WELL AS A ROOF OVERHANG 623SF SYSTEMS SHALL BE REPAIRED IMMEDIATELY BY AN SEp ARCy1 .............................................. I CUPERTINO AS APPROVED TREE SURGEON. T L. F�,� 0 I...............................................................I 19 RETAINING WALL, SEE GRADING PLAN PAGE C2 VALID CONTRACTOR LICENSE (NOTE: LICENSE B TOTAL 1,202SF 10. NO STORAGE OF CONSTRUCTION MATERIALS OR PARKING v�' �pNK ' I / (N) 14 / 0 18 CONTRACTORS ARE ONLY PERMITTED TO PERFORM SECOND FLOOR: SHALL BE PERMITTED WITHIN THE DRIP LINE AREA OF GARAGE /, I/ 20 PROVIDE NEW TREE PER PRIVACY PLAN ON PAGE AO.2 WORK ON -SITE AND WILL NOT BE PERMITTED TO ANY TREE DESIGNATED TO BE SAVED. I 1 218SF (E):.:.:.:.:.:.:.:.:.:.:..:.:.:.:..:.:.:.:.:.:.:.:.:.:.:.:.. I 17 8 GARAGE SDU I / 353SF 0 1 21 A PORTION OR ALL OF EXISTING DRIVEWAY WILL NEED TO O BE REMOVED AND REPLACED TO MATCH THE FINISHED PERFORM WORK IN THE PUBLIC RIGHT OF WAY). DECK 137SF TOTAL PROPOSE LIVING AREA: 1 571SF 11. TREE PROTECTION REGULATIONS SHALL BE POSTED ON PROTECTIVE FENCING AROUND TREES TO BE PROTECTED. NO. C29889 7AC REN. 2/28/23 g ' (N) FRONT 9 PFRONTORCH 14 I STREET ELEVATIONS. REFER TO SHEET C2 11. PROVIDE 5% MIN. SLOPES FOR GRADE AWAY FROM s, �Q p 0 IMIE MME PORCH 102SF 123SF I ��� FOUNDATIONS AND DRAINAGE AWAY FROM ADJACENT TOTAL 1ST FLOOR AREA: Y I 3 L / Q 18 - - - - I o 1 22 PROVIDE NEW FRONT YARD TREE, TREE SHALL BE 24-INCH BOX OR LARGER, WITH A MIN. HEIGHT OF 6 PROPERTY LINES. 1,262+353+500+218+811 = 3,144SF F �F \F� CAS 1. AN AUTOMATIC RESIDENTIAL FIRE SPRINKLER SYSTEM SHALL BE INSTALLED IN ONE -AND TWO-FAMILY co m-- , 9 13 cn D 9 15 - - - - - - J , FEET AND SHALL BE PLANTED IN FRONT OF NEW SECOND STORIES IN FRONT YARD SET BACK AREA. 23 CONTRACTOR SHALL REFER TO SHEET C2 FOR SITE TOTAL 2ND FLOOR AREA: 1,020+260 = 1,280SF o 4 RKEHIEn/Q� CI�OO �C � - 19 - ` z - - - - - - - - GRADING AND DRAINAGE 7 DWELLINGS AS FOLLOWS: IN ALL NEW ONE -AND STRUCTURE ENGINEER: 1 (N) 13 + N ` I \` SI K DRIVEWAY \ \ D 238SF 3 23 / \ 24 INSTALL PRIVACY TREE IN PERMANENT PLANTER BOX. O 1. AN ENCROACHMENT PERMIT TO BE OBTAINED FOR 1,280SF 2nd TO 1ST FLR. RATIO =40% <66% 3144SF TWO-FAMILY DWELLINGS, REBUILD OF EXISTING ONE -AND TWO-FAMILY DWELLINGS AS DEFINED BY THE w EE , z 5'-4" 11 23 22 \ (E) w J yy PERMANENT PLANTER BOX, SIZE: 39'Lx30"Wx36"H ANY WORK DONE BEYOND THE PROPERTY LINE. 2. OWNER/CONTRACTOR TO OBTAIN J NUMBER FROM ' 4,424SF BUILDING OFFICIAL, AND IN EXISTING ONE -AND TWO-FAMILY DWELLINGS WHEN ADDITIONS ARE MADE 1ST FLR. DRIVEWAY 24" I I o CO 387SF �J' O I THE BAAQMD FOR DEMOLITION OF EXISTING F.A.R.:=44.26% THAT INCREASE THE BUILDING AREA TO MORE THAN SIDE S. 3 PINE N / 9,996.6SF 21 1 STRUCTURE PRIOR OBTAIN DEMOLITION PERMIT. 3 600SF. o TOTAL DRIVEWAY 20" / o y 12 625SF PINE / 3. THE PROPERTY OWNER SHALL RECORD A COVENANT LOT COVERAGE: 3,144+1,202 = 4,346SF ' EXCEPTION 1: ONE OR MORE ADDITIONS MADE TO A , oN � / TOTAL FRONT YARD \ / 2,000SF \ i C� ti 10 DRIVEWAY � _ ON THE PROPERTY FOR THE NEW TREES/SHRUBS PLANTED FOR PURPOSE OF REQUIRED PRIVACY LOT COVERAGE % 4,346SF = 43.48% < 50% 9 996.6SF BUILDING AFTER JANUARY 1, 2011 THAT DO NOT TOTAL MORE THAN 1000SF � 2 y. =31.25% < 40% _ __. 3 _ _ _ _ _ �- - - -148T PL PROTECTION, AND REQUIRED FRONT YARD TREE. 4. FOLLOWING COMPLETION OF CONSTRUCTION, AN FRONT YARD AREA=2,000SF EXCEPTION 2: A FIRE SPRINKLER SYSTEM IS NOT REQUIRED FOR A ACCESSORY DWELLING UNIT IF THE / _ - _ _- - - - - AFFIDAVIT FROM AN ISA-CERTIFIED ARBORIST SHALL FRONT YARD IMPERVIOUS AREA =625SF=31.25%<40% FIRE SPRINKLER IS NOT PROVIDED FOR THE PRIMARY 85.21 P.L. SO*05'40"E C g" BE PROVIDED CONFIRMING THAT THE NEW TREE FRONT YARD IMPERVIOUS SHALL NO MORE THAN 40% RESIDENCE IT SERVES. 3 PINE 9" 15'-10" 5 PINE HAVE BEEN PLANTED PROPERLY AND ACCORDING TO PLAN. REQ. AREA FOR 2 CARS GARAGE =421 SF EXCEPTION 3: IN ALL NEW BASEMENTS AND IN EXISTING BASEMENTS THAT ARE EXPANDED. EXCEPTION: EXISTING A INSPECTION BASEMENTS THAT ARE EXPANDED BY NOT MORE THAN o �� (E) 1ST FLR. SIDE S.B. 5. PLANNING DIVISION IS REQUIRED TO RESERVED AREA FOR FUTURE GARAGE 1 -2o o VERIFY EXTERIOR MATERIALS/FINISHES, TREES, LANDSCAPING, SITE WORK. 421-353 = 68SF 50% NOTE: THE OWNER(S), OCCUPANT(S) OR 0 0 0 pG�OJCC�� �C�OpC o 6. A CERTIFIED LANDSCAPE PROFESSIONAL SHALL CONDUCT A LANDSCAPE INSTALLATION AUDIT AFTER RESERVED FAR: 45%-43.5% = 1.5% SUBCONTRACTOR(S) ARE RESPONSIBLE FOR CONSULTING 1.5% x 9,996SF = 149.94SF > 68SF W/ THE WATER PURVEYOR OF RECORD IN ORDER TO CRESCENT ROAD 1. ON FIRST FLOOR: REMODEL 1,262SF (E) LIVING THE LANDSCAPING AND IRRIGATION SYSTEM HAVE DETERMINE IF ANY MODIFICATION OF UPGRADE OF THE AREA WITH 1 BEDROOM AND 1.5 BATHROOMS. BEEN INSTALLED PER CHAPTER 14.15 (LANDSCAPE EXISTING WATER SERVICE IS REQUIRED. A STATE OF REMODEL (E) KITCHEN AND FAMILY ROOM. ADDITION ORDINANCE). THE FINDINGS OF THE ASSESSMENT Pn(Q)A COLT HHEM/ CALIFORNIA LICENSE (C-16) FIRE PROTECTION 218SF 1 CAR GARAGE CONNECT TO (E) 2 CARS SHALL BE CONSOLIDATED INTO A LANDSCAPE CONTRACTOR SHALL SUBMIT PLANS, CALCULATIONS, A GARAGE. INSTALLATION REPORT PROVIDED TO THE PLANNING A0.1 SITE PLAN COMPLETED PERMIT APPLICATION AND APPROPRIATE FEE 2. ON SECOND FLOOR: REMODEL 1,019SF AND DIVISION. 7. THE PROPERTY OWNER SHALL SIGN A LANDSCAPE A0.2 PRIVACY PROTECTION PLAN, BUILDING AREA TO THIS DEPARTMENT FOR REVIEW AND APPROVAL PRIOR TO BEGINNING THEIR WORK. CRC SEC.313.2 AS ADDITION 260SF, TOTAL 3 BEDROOMS AND 3 DIAGRAM, DEMO PLAN AND ROOF PLAN L Plan check comment 4.26.22 BATHROOMS. ADDITION NEW DECK NEXT TO MASTER BEDROOM. MAINTENANCE AGREEMENT PER CHAPTER 14.15 (LANDSCAPE ORDINANCE), PREPARED BY THE CITY, ADOPTED AND AMENDED BY CMC �6 SITE PLAN AND RECORD IT WITH COUNTY OF SANTA CLARA A0.3 EQUIPMENT CUT SHEET. ACTION LETTERS 2. PORTABLE WATER SUPPLIES SHALL BE PROTECTED Plan check comment 3.30.21 A 3. ADDITION SDU 824SF WITH 2 BEDROOMS AND 2 RECORDER'S OFFICE. THE PROPERTY OWNER SHALL A0.4 FIRE STOP SPECIFICATION FROM CONTAMINATION CAUSED BY FIRE PROTECTION WATER SUPPLIES. IT IS THE RESPONSIBILITY OF THE � 0 5' 10' 15' 20' 111_101-011 BATHROOMS. CONTACT THE PLANNING DIVISION IN ADVANCE OF Change Requested 3.10.21 4. (E) LANDSCAPE TO REMAIN. THE FINAL TO PREPARE THE AGREEMENT. 8. A CERTIFIED LANDSCAPE PROFESSIONAL SHALL A2.0 EXISTING FLOOR PLANS AND ELEVATIONS APPLICANT AND ANY CONTRACTORS AND SUBCONTRACTORS TO CONTACT THE WATER PURVEYOR A A2.1 1 ST FLOOR PLAN SUPPLYING THE SITE OF SUCH PROJECT, AND TO Change Requested 2.18.21 5. INCREASE FIRST FLOOR CEILING HIGH FROM 8'-0" PROVIDE A LANDSCAPE AND IRRIGATION MAINTENANCE SCHEDULE PER CHAPTER 14.15 A2.2 SECOND FLOOR PLAN COMPLY WITH THE REQUIREMENTS OF THAT PURVEYOR. TO 10'-0". BUILDING HIGH WILL INCREASE FROM SUCH REQUIREMENTS SHALL BE INCORPORATED INTO 33 Change Requested 9.17.20 g q 24'-6" TO 26'-6" (LANDSCAPE ORDINANCE)TO THE PLANNING DIVISION. A2.3 ELECTRICAL FIRST FLOOR PLANS THE DESIGN OF ANY WATER -BASED FIRE PROTECTION 6. CHANGES ON THE EXTERIOR WALL INSULATION AND A2.4 ELECTRICAL SECOND FLOOR PLANS SYSTEMS, AND/OR FIRE SUPPRESSION WATER SUPPLY SYSTEMS OR STORAGE CONTAINERS THAT MAY BE Plan Check Comment 9.17.19 THE RELOCATION OF THE DUCTWORK FROM CRAWL SPACE TO ATTIC. PROVIDE FIRE PENETRATION A3.1 EXTERIOR ELEVATIONS PHYSICALLY CONNECTED IN ANY MANNER TO AN Plan Check Comment 9.12.18 APPLIANCE CAPABLE OF CAUSING CONTAMINATION OF DETAILS PER FIELD CONDITIONS. A3.2 ELEVATIONS AND SECTIONS THE PORTABLE WATER SUPPLY OF THE PURVEYOR OF A8.0 ARCHITECTURE DETAILS RECORD. FINAL APPROVAL OF THE SYSTEM(S) UNDER NO. Revision Date CONSIDERATION WILL NOT BE GRANTED BY THIS OFFICE T24-1 MAIN DWELLING - TITLE 24 CALCULATION UNTIL COMPLIANCE WITH THE REQUIREMENTS OF THE Job# 9LQHM4 Anw H ]MEMO [OF.F EG PM) pM M HDUUQL pn( OCD-24 HIP T24-2 ADU - TITLE 24 CALCULATION WATER PURVEYOR OF RECORD ARE DOCUMENTED BY 1807-CRESCENT THAT PURVEYOR AS HAVING BEEN MET BY THE GB1 GREEN BUILDING APPLICANT(S). 2010 CFC SEC. 903.3.5 AND HEALTH Date: 1. CUPERTINO SANITARY DISTRICT FINAL (CCTV) 1. FIRE SPRINKLER DESIGN BY OTHER AND SUBMIT PRIOR SH-1 SHORING PLAN AND SAFETY CODE 1314.7 5.15.2019 TO INSTALLATION. 3. CONSTRUCTION SITE FIRE SAFETY: ALL CONSTRUCTION INSPECTION AND APPROVAL OF THE EXISTING/NEW -' `` C.0 BOUNDARY AND TOPOGRAPHIC SURVEY SITES MUST COMPLY WITH APPLICABLE PROVISIONS OF PROPERTY LINE CLEANOUT, POINT OF CONNECTION, 2. IRRIGATION PLAN WILL BE INCLUDE IN BUILDING PERMIT.. °"' C. GENERAL NOTES THE CFC CHAPTER 14 AND OUR STANDARD DETAIL Sheet Title: AND DISTRICT LATERAL IS REQUIRED PRIOR TO DRAWING SETS. AND SPECIFICATION SI-7. PROVIDE APPROPRIATE CLEARANCE FOR CITY OF CUPERTINO FINAL a�.g C.2 GRADING, DRAINAGE & EROSION CONTROL PLAN NOTATIONS ON SUBSEQUENT PLAN SUBMITTALS, AS INSPECTION. OWNER MUST ALLOW DISTRICT AT LEAST C.3 DETAILS APPROPRIATE TO THE PROJECT. CFC CHP. 33 SITE PLAN 48 HOURS NOTICE TO SCHEDULE A DISTRICT �µmup INSPECTOR FOR A VIDEO INSPECTION. DISTRICT TO Op��UQIL UG�lr 12P[K�IYM Gip M12U s °"'"" �� C.4 UTILITY COORDINATION PLAN 4• ADDRESS IDENTIFICATION: (N) AND (E) BUILDINGS PROVIDE BUILDING DEPARTMENT WITH WRITTEN ,, F °x , ``'�' SHALL HAVE APPROVED ADDRESS NUMBERS, BUILDING NOTIFICATION UPON COMPLETION OF INSPECTION. ntary craekl5 ° $ sR Elementary School / BMP BEST MANAGEMENT PRACTICE NUMBERS OR APPROVED BUILDING IDENTIFICATION Sheet No.: (0.C. 7102) 1. GRADING AND EXCAVATIONS BY SOILS ENGINEER g�Y. S1.1 GENERAL NOTES &DETAILS PLACED IN A POSITION THAT IS PLAINLY LEGIBLE AND 2. STORM WATER SURFACE OR ROOF DRAINS AND Q VISIBLE FROM THE STREET OR ROAD FRONTING THE OTHER GENERAL SURFACE WATER RUNOFF, SHALL 2. SHEAR WALL NAILING, HOEDOWNS, AND DIAPHRAGM """'' "'ne"`" S1.2 DETAILS PROPERTY. THESE NUMBERS SHALL CONTRAST W/ NOT BE DISCHARGED TO THE SANITARY SEWER. FOR SYSTEMS SYSTEMS BY ENGINEER OF RECORD ( THEIR BACKGROUND. WHERE REQUIRED BY THE FIRE 3. THE CUPERTINO SANITARY DISTRICT RECOMMENDS USING NAILING 4-INCHES ON CENTER OF LESS )°°F°° a �. Gl�ero°fi,,1. 1�P47CTescen4Ra�d ;. S1.3 DETAILS CODE OFFICIAL, ADDRESS NUMBERS SHALL BE INSTALLING THE REQUIRED IMPROVEMENTS NEAR THE 3. FILLET WELDS BY SPECIAL INSPECTION AGENCY. SunnyV, wBayAreaA "rermemcommunhov S1.4 DETAILS PROVIDED IN ADDITIONAL APPROVED LOCATIONS TO BEGINNING OF THE PROJECT IN CASE ANY UNFORESEEN ISSUES ARISE WITH THE INSTALLATIONS. " ,..1....,,,,.- ak� S2.1 FOUNDATION PLAN FACILITATE EMERGENCY RESPONSE. ADDRESS NUMBER SHALL BE ARABIC NUMBERS OR ALPHABETICAL Q 0 4. THE APPLICANT MAY POTENTIALLY BE REQUIRED TO S3.1 1ST ROOF & 2ND FLOOR FRAMING PLAN LETTERS. NUMBER SHALL BE MIN. OF 4 INCHES HIGH UPGRADE THEIR SANITARY SEWER LOWER LATERAL IF,ko.d�� on.a.a ' S3.2 ROOF FRAMING PLAN W/ A MIN. STROKE WIDTH OF 0.5 INCH. WHERE THE DISTRICT FINDS THE STRUCTURAL CONDITIONS n,,,,,,. A., ° S4.1 SECTION ACCESS IS BY MEANS OF A PRIVATE ROAD AND THE OF THE PIPE TO BE UNSATISFACTORY. ""' c°' SSW1 STRONG WALL DETAILS BUILDING CANNOT BE VIEWED FROM THE PUBLIC WAY. R Ed A MONUMENT, POLE OR OTHER SIGN OF MEANS SHALL SSW2 STRONG WALL DETAILS BE USED TO IDENTIFY THE STRUCTURE. ADDRESS NUMBERS SHALL BE MAINTAINED. CFC SEC. 505.1 Communi y Development Department Planning Division - Cupertino UPERTINO APPROVED Case # DIR-2022-009 pplication Number(s) Approva I Body: Director / Staff Approva I Date 06/03/22 Signature Eriks Poveda Case Manager I I I I I I I (E) NEIGHBOR I PROPERTY. I I I I I t PITOSPORUM - EUGENOIDES, MIN. 15-GALLON AND 6'-0" HIGH 5'-0" O.C. - TYPICAL OF 4 PPIX/A('.V PI AKI 0 5' 10' 15' 20' SECOND FLOOR FLOOR AREA DIAGRAM FIRST FLOOR (E) NEIGHBOR PROPERTY. i I 0 KEY NOTES: ROOF TILE SEE PAGE A3.1 0 TOP ROOFING SYSTEM W/ MIN. 2% SLOPE. MANUFACTURE GAF, EVERGUARD TPO, EVERGUARD EXTREME TPO, UL NUMBER ER-1306-01. SEE ATTACHED ER-1306-01 REPORT O ROOF VENT WITH 0.67SF EACH VENT AREA. PROVIDE J" NON -CORROSIVE WIRE MESH TO COVER VENT. TYPICAL OF 2 VENTS ON LOWER HALF AND 3 VENTS ON UPPER HALF OF ROOF. 0 4' 8' 12' 16' 1 /81I = 1 I-011 ® ROOF VENT PROVIDE FOR SECOND FLOOR ROOF WITH 0.67SF EACH VENT AREA. PROVIDE J" NON -CORROSIVE WIRE MESH TO COVER VENT. TYPICAL OF 4 VENTS ON LOWER HALF AND 8 VENTS ON UPPER HALF OF ROOF. O ROOF VENT PROVIDE FOR ADU ROOF WITH 0.67SF EACH VENT AREA. PROVIDE J" NON -CORROSIVE WIRE MESH TO COVER VENT. TYPICAL OF 2 VENTS ON LOWER HALF AND 5 VENTS ON UPPER HALF OF ROOF. AREA DIAGRAM TABLE SDU PORCH FEET FEET Al 9.54 X 11.96 = A2 2.00 X 4.00 = TOTAL GARAGE 2 B 10.50 X 20.75 = SDU C1 21.21 X 28.83 = C2 9.54 X 20.87 = TOTAL = PORCH D1 12.04 X 8.46 = PATIO D2 12.25 X 23.87 = D3 28 X 2.17 = TOTAL GARAGE 1 E 18.25 X 19.33 = (E) 1ST FLR. F1 18.25 X 13.29 = F2 42.16 X 24.17 = TOTAL (N) 1ST FLR. F3 23.92 X 20.87 = (E) 2ND FLR. G 1 42.16 X 24.17 = (E) 2ND FLR. G2 2.00 X 6.50 = G3 13.21 X 13.29 = G4 8.12 X 8.75 = TOTAL DECK HI 9.25 X 14.75 = SF 114.10 8.00 122.10 217.88 1 /81I = 1 1-011 (N) ROOF VENT TABULATION: MAIN DWELLING 1ST FLR. ROOF AREA: 500SF ROOF VENT REQUIRED FREE OF NET: 500SF = 3.33SF 150 ROOF VENT PROVIDE: 1. VENT @ EAVE: = 0.049(sf./blck)x20x90% = 0.88SF HOLE W/ 1/4" WIRE MESH AT"EAABLOCK) 2. ROOF VENT ® LOWER HALF = 0.67x2x9O% = 1.2SF (ROOF VENT 24"x4") 2.08SF > 50% REQ. 2. ROOF VENT. = 0.67x3x9O% = 1.80SF (ROOF VENT 24"x4") > 50% REQ. TOTAL: = 3.88SF > 3.33SF SECOND FLOOR ROOF AREA: 1,280SF ROOF VENT REQUIRED FREE OF NET: 1,280SF = 8,53SF 101.86 150 ROOF VENT ® LOWER PART OF ROOF 1. VENT @ EAVE: = 0.049 (sf./blck)x60x90% = 2.64SF 292.41 (4 - 1. 5" 2. ROOF DIA. HOLE ® EA. BLCK VENT. ® LOWER W/ 1/4" WIRE MESH) HALF = 0.67x4x9O% = 2.41 SF TOTAL 5.05>50% REQ. 60.76 353.17 ROOF VENT @UPPER PART OF ROOF 3. ROOF VENT: = 0.67x8x9O% = 4.82SF TOTAL 4.82>50% REQ. 352.77 TOTAL: = 9.87SF > 8.53SF 242.54 1019.01 1261.55 499.21 1019.01 13.00 175.56 71.05 259.61 136.44 ADU ROOF AREA: 811 SF 8150F ROOF VENT REQUIRED FREE OF NET: = 5.41 SF ROOF VENT PROVIDE: 1. VENT @ EAVE: = 0.049(sf./blck)x40x90% = 1.76SF HOLE W/ 1/4" WIRE MESH AT"EAABLOCK) 2. ROOF VENT @ LOWER HALF = 0.67x2x90% = 1.2SF (ROOF VENT 24"x4") 2.96SF > 50% REQ. 2. ROOF VENT. = 0.67x5x90% = 3.01 SF (ROOF VENT 24"x4") > 50% REQ. TOTAL: = 5.97SF > 5.41 SF NO. C29889 REN. 2/28/23 OF C m_ STRUCTURE ENGINEER: Z7 Plan check comment 4.26.22 26 Plan check comment 3.30.21 Change Requested 3.10.21 Change Requested 2.18.21 Change Requested 9.17.20 Plan Check Comment 9.17.19 I� Plan Check Comment 9.12.18 NO. Revision Date Job# 1807-CRESCENT e: 5.15.2019 Sheet Title: FLOOR AREA DIAGRAMS LANDSCAPE AREA DIAGRAM Sheet No.: ....,......1 .... ................... �oi�..................... �.i �.�.�.�...�.�.�.. 5_ • ..................... ... ... ------------------ Ik•• • MMMI 10045 CRESCENT RD S.U. TOP +11Y 7.08' 1ST FINISH FLO� 107.08' GRADE STREET SCAPE ELEVATION REAR (WEST) ELEVATION 0 2' 4' 6' 8' ELEVATIONS KEY NOTE: ( WESTERN LOCK STANDING SEAM @ 16" O.C. W/ 01.62 SEAM HEIGHT, COLOR COOL ASH GRAY NOT USED 7 NOT USED ® (N) STUCCO PAINTED WITH KELLY MOORE, COLOR #41, SNIP OF TANNIN. MATCH WITH (E) STUCCO ROLL UP GARAGE DOOR. © FACIA PAINTED WITH EARTH TONE COLOR. APPROVED NUMBERS OR ADDRESSES SHALL BE PLACED ON ALL NEW AND EXISTING BUILDINGS IN SUCH A POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. NUMBERS SHALL CONTRAST WITH THEIR BACKGROUND. CFC SEC. 505 ® 14"x5.5" CRAWL SPACE VENT. PROVIDE NON —CORROSIVE WIRE MESH, PAINTED TO MATCH STUCCO. PROVIDE 26 VENTS FOR MAIN DWELLING CRAWL SPACE AND 12 VENTS FOR ADU CRAWL SPACE. INSTALL VENTS UNDER WINDOW OR NON —SHEAR WALL. Og ALL BEAMS, COLUMNS ON PORCHES AND DECK ARE COVERED WITH STUCCO 10 WOOD SIDING PAINT WITH CLEAR WOOD PROTECTIVE COAT 11 DECORATIVE WOOD OR METAL BALUSTERS DO NOT ALLOW 4" SPHERE TO PASS THROUGH. TOP OF GUARD RAIL SHALL BE 42" MIN. HIGH FROM DECK FINISH FLOOR. COMPOSITION ROOFING OVER SECOND FLOOR, COLOR DARK GRAY. CLASS 'A' MIN. 1 /81 I — 1 '-0" u�uuu 0M 0 M 0 M 0m 0 0 0 m INNINIMM ME ON lnn-71-- rRESCENT RD 3/16" =1'-0" 3/16" =1'-0" DAL CODE SECTION 9.18.210 METAL ROOFING, COPPER E—CONTAINING ASPHALT SHINGLES AND COPPER S SHALL NOT BE PERMITTED FOR USE ON ANY ITIAL, COMMERCIAL OR INDUSTRIAL BUILDING ICH A BUILDING PERMIT IS REQUIRED. PLYWOOD SHEATHING 2 LAYER OF GRADE D PAPER STUCCO, SEE 1 /S1 2 LAYERS OF TORCH DOWN ROOFING SYSTEM. 2% MIN. (N) PLWD. S SEE ROOF FR.......... . " ... ROOF TO WALL DETAIL ROOFING SEE ROOF PLAN WOOD CANT 2x4 STUD WALL 1-1 /2" =1 '-0" TYP. UNDERLAYMENT LAPPED OVER VALLEY FLASHING (HOLD BACK 2" FROM STANDING SEAM) MIN. 26 GA. GALV. METAL "W" FLASHING W/ 1" HIGH STANDING SEAM AT VALLEY AND 1" RETURN (DO NOT NAIL TILES THROUGH FLASHING) 36" UNDERLAYMENT SHEET BELOW FLASHING ..... ......... ....a ... .... ...... ....A . ....... .... ....0 . ........... ... ....� . . . . . . . . . . . . . . . . . . . . . . . . . . . . .V ... ...... o ........ .... .. ... . . . ..... . . . . . .. . R ... ... .. ... ... ....N S,.T U*.,D V.0:6 .. .... ....< ..... ..............M .. .......... .... ....o, Q ........ ................. W . 'Cn ................................. 0 ..................................ao .................................�t P:.408.892.5020.'F.'408:871:6923-, :.: ', Project: Grand Success LLC New Custom Homes 10047 Crescent Road Cupertino, CA 95014 Applicant/Owner: Grand Success LLC Mr. Can Fa Chen 4045 Moreland Way San Jose CA 95130 Tel. 408.726.2956 Email: Cnecons@Gmail.com Architect: STUDIO 61 ARCHITECTS, Inc. TYP. ROOF FRAMING PER 12480 Saratoga Ave. STRUCT. DRAWINGS Saratoga, CA 95070 !U TOPTOP SEE STRUCTURAL DRAWINGS T: (408) 892.5020 117.08'Y FOR ADDITIONAL INFORMATION. F: (408) 871 .6923 Email: FRANKLHO@YAHOO.COM ROOF VALLEY DETAILS D AROy�T L. ��A �G ��PNK ROOF RIDGE CAP NO. C29889 FINISH SEE ROOF PLANS 2 LAYER OF 30lbs FELT AT RIDGE OR HIP REN. 2/28/23 FLOOR J. 107.08' } GRADEO FOR ROOF PITCH 30lbs FELT ROOF UNDERLAYMENT CONT. �� qTF ROOFING SEE ROOF PLAN OF CAS STRUCTURE ENGINEER: N) UNDER FLOOR VENT TABULATION FOR MAIN HOUSE: TOTAL AREA OF CRAW SPACE: = 1,762SF ROOF VENT REQUIRED FREE OF NET: 1,762SF = 11.75SF 150 1. FLOOR JOIST VENT PROVIDE: = 0.53(sf./blck)x26x90% = 12.40SF (14"x5.5" W/ 1/4" NON —CORROSIVE WIRE MESH) SEE ELEVATIONS TOTAL: = 12.40SF > 11.75SF N) UNDER FLOOR VENT TABULATION FOR ADU: TOTAL AREA OF CRAW SPACE: = 811 SF ROOF VENT REQUIRED FREE OF NET: 811 SF = 5.41 SF 150 1. FLOOR JOIST VENT PROVIDE: = 0.53(sf./blck)x12x90% = 5.72SF (14"x5.5" W/ 1/4" NON —CORROSIVE WIRE MESH) SEE ELEVATIONS TOTAL: = 5.72SF > 5.41 SF 2ND PLATE HT. +127.08' HEADER +12s.08' 2ND FINISH FLOOR +118.08' V.I.F. 1ST PLATE HT. +117.08' 1ST FINISH FLOOR OL 107.08' GRADE NOTE: ANY CHANGES TO THE APPROVED COLORS MATERIALS, AND EXTERIOR FINISHES SHALL BE REVIEWED AND APPROVED BY THE CITY OF CUPERTINO PLANNING DIVISION PRIOR TO INSTALLATION/ APPLICATION ROOF FRAMING PER STRUCT. DRAWINGS ROOF RIDGE AND HIP DETAILS 1 1 /2"= 1 '-0" PLYWOOD SHEATHING 2 LAYER OF GRADE D PAPER STUCCO, SEE 1 /A8.0 2 LAYERS OF TORCH DOWN ROOFING SYSTEM. 12" ROOF TILE I z \ 30LBS FELT I WOOD CANT (N) PLWD. SHEATHING — SEE ROOF FRAMING PLAN — ROOF CRICKET DETAIL (N) COUNTER FLASHING EXTERIOR STUCCO SHALL BE 3—COAT SYSTEM, J" MIN. THICK, HAS TWO LAYERS OF GRADE D PAPER UNDER STUCCO WHERE OCCURS OVER PLYWOOD SHEATHING, AND HAS 26 GAUGE GALVANIZED FLASHING AROUND WINDOWN PLYWOOD VAPOR BARRIER (N) CONT. FLASHING (N) 1 /2" CDX PLYWOOD W, 8d ® 6" — EDGE, 12" — FIEL (N) ROOF TO WALL DETAIL AT WINDOW 2x4 STUD WALL 1-1 /2" =1 '-0" WINDOW SILL WINDOW FLASHING ALL AROUND VAPOR BARRIER (N) LEDGER BEAM — SEE STRUCT. 1-1 /2" =1 '-0" �7 Plan check comment 4.26.22 Z6 Plan check comment 3.30.21 ZL Change Requested 3.10.21 Change Requested 2.18.21 Change Requested 9.17.20 Plan Check Comment 9.17.19 I� Plan Check Comment 9.12.18 NO. Revision Date Job# 1807-CRESCENT e: 5.15.2019 Sheet Title: ELEVATIONS Sheet No.: Ii1 Communi y Development Department Planning Division — Cupertino CUPERTINO APPROVE Case # DIR-2022-00 pplication Number(s) Approva I Body: Director Approva I Date / Staff2ND 06/03/22 PLATE HT. +127.08' Poveda HEADER Signature Eriks Case Manager ENTRY PLATE HT. +118.58' 2ND FINISH FLOOR +118.08' V.I.F. 1ST PALATE HT. o I +117 7.08' N QD (� N Z -H p J_ m X Q 1ST FINISH FLOOR 107.08' GRADE I c=� 3 _ 0 _ O= O= Ln Z_ J �N �J U7 LEFT (SOUTH) ELEVATION 0 2' 4' 6' 8' EN� +1,s.ss' AD� +117.08' 1ST FINISH FLOOR 1o7.os' GRADE 2ND PLAT[ +17 27.08' HEADIER +17 26.08' 2ND FINISt FLOOR +118.08' V.I.F. 1ST PLATE +1Y 17.08' GARAGE t PLATE HT. +116.08' 1ST FINISH ,LFLOOR 1 o7.os' GRADE c SECTION SECTION ENTRY PLATE HT. +118.01 GARAGE TOP'.. +116.08' 1ST FINISH F�107.08' GRADE GRADE RIGHT (NORTH) ELEVATION 3/16"=1'-011 0 2' 4' 6' 8' wm6mm%m� ELEVATIONS KEY NOTES: ( WESTERN LOCK STANDING SEAM @ 16" O.C. W/ 1.62" 14 R-19 BATT INSULATION BETWEEN RAFTER JOIST OF SEAM HEIGHT, COLOR COOL ASH GRAY ROOF OVER ADU. NOT USED 1© WALL INSULATION — SEE FLOOR PLAN ON PAGE A2.1 7 AND A2.2 NOT USED 16 ALL BEAMS, COLUMNS ON PORCHES AND DECK ARE COVERED WITH STUCCO ® (N) STUCCO PAINTED WITH KELLY MOORE, COLOR #41, 2ND PLATE HT. SNIP OF TANNIN. MATCH WITH (E) STUCCO 1� WOOD SIDING PAINT WITH CLEAR WOOD PROTECTIVE BATT INS. IN ATTIC. +12708' COAT ROOF SHEETHING SEE SECTION ON HEADER 5 DECORATIVE WOOD OR METAL BALUSTERS DO NOT A3.2 FOR R VALUE +126.08 ALLOW 4" SPHERE TO PASS THROUGH. TOP OF GUARD 18 COMPOSITION ROOFING OVER SECOND FLOOR, COLOR RAILL SHALL BE 42" MIN. HIGH FROM DECK FINISH DARK GRAY. CLASS 'A' MIN. © FLOOR FACIA PAINTED WITH EARTH TONE COLOR. 2ND FINISH �7 6'-0" MAX. HIGH REDWOOD FENCE AND GATE FLOOR OL +118.08' ® 14"x5.5" CRAWL SPACE VENT. PROVIDE CONTINUOUS W.F. NON —CORROSIVE WIRE MESH, PAINTED TO MATCH FIRE BLOCKING 1ST PLATE HT. STUCCO. PROVIDE 26 VENTS FOR MAIN DWELLING +117.os' CRAWL SPACE AND 12 VENTS FOR ADU CRAWL SPACE. INSTALL VENTS UNDER WINDOW OR NON —SHEAR WALL. �9 TYPE 'X' AT ALL WALL AND CEILING OF USABLE SPACE UNDER STAIR. 10 R-38 BATT INSULATION BETWEEN CEILING JOIST. 11 R-13 BATT INSULATION BETWEEN RAFTER JOIST OF ROOF OVER MAIN DWELLING. DOUBLE TOP PLATE 1ST FINISH R-19 BATT INSULATION BETWEEN FLOOR JOIST OF NEW FIRE —SHIELD GYP. FLOOROL MAIN DWELLING CRAWL SPACE OR NEW ADU CRAWL BD. 107.08'T SPACE R-19 BATT INSULATION BETWEEN FLOOR JOIST OF WALL SHEATHING GRADE EXISTING MAIN DWELLING CRAWL SPACE ONLY. R-15 INSULATION P.T. SILL 0 2' 4' 6' 8' 3/16''= V-0" 3/16" =1 '-0" GENERAL NOTES: 1. ALL CEILING SHALL HAS GYP. BD. 2. ALL WALL SHALL HAS J" GYP. BD. 3. ALL SECOND FLOOR FINISH SHALL BE HARDWOOD EXCEPT BATHROOM, DECK, AND KITCHEN. 4. INSTALLATION OF APPROVED CORROSION— REGISTANT FLASHING APPLIED SHINGLE —FASHION IN A MANNER TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS AT THE FOLLOWING LOCATIONS: (R703.8) A. EXTERIOR WINDOW AND DOOR OPENINGS. B. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, W/ PROJECTION LIPS ON BOTH SIDES UNDER STUCCO COPINGS. C. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. D. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. E. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OR WOOD —FRAME CONSTRUCTION. F. AT WALL AND ROOF INTERSECTIONS. NOTE: ANY CHANGES TO THE APPROVED COLORS MATERIALS, AND EXTERIOR FINISHES SHALL BE REVIEWED AND APPROVED BY THE CITY OF CUPERTINO PLANNING DIVISION PRIOR TO INSTALLATION/ APPLICATION MUNICIPAL CODE SECTION 9.18.210 COPPER METAL ROOFING, COPPER GRANULE —CONTAINING ASPHALT SHINGLES AND COPPER GUTTERS SHALL NOT BE PERMITTED FOR USE ON ANY RESIDENTIAL, COMMERCIAL OR INDUSTRIAL BUILDING FOR WHICH A BUILDING PERMIT IS REQUIRED. ..... ...................... .. .... ..... .... .A .......... ....... ....o .. .......... ....... ....� . .. ...... .... .. ....a. .. .. .. N .... :..S.•.T U*.•D V.O.- 2ND PLATE HT. 4 +127.08• o, HEADER . . . . . . . . . . . . ... © . . . . . m +126.08' . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . W @g2e . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. ........20. F. 408.87�:6923 , :,: ; , �. = 2ND FINISH J FLOOR +„s.os Project: W.F. 1ST PLATE HT. Grand Success LLC +117.08' New Custom Homes 10047 Crescent Road Cupertino, CA 95014 Applicant/Owner: Grand Success LLC 1ST FINISH Mr. Can Fa Chen FLOOR OL 107.08' 4045 Moreland Way San Jose CA 95130 GRADE Tel. 408.726.2956 Email: Cnecons@Gmail.com 3/1 6'I — 1 '-0" CEILING JOIST 5/8" GYP. ® ALL CEILING 2x STUD P.T. SILL FLOR. SHEETHING FLOOR JOIST F�j FLOOR INSULATION SEE A3.2 a NOTE: CONC. FOOTING SEE 14/S1.3 SEE STRUCTURE DRAWING FOR MORE DETAIL STC-54 NGC 2198 Framing: Double row 2x4 wood studs, 16" o.c. Insulation 3-1/2" glass fiber bath sides Side 1: 5/8" Fire -Shield Gypsum Board Side 2: 518" Fire -Shield Gypsums, Board UL Design. U341 -1 hour STC 54 - 1 HR FIRE WALL UL DESIGN: U341 1 1 /2"=1'-0" Architect: STUDIO 61 ARCHITECTS, Inc. 12480 Saratoga Ave. Saratoga, CA 95070 T: (408) 892.5020 F: (408) 871.6923 Email: FRANKLHO@YAHOO.COM DKARCy�l N0. C29889 REN. 2/28/23 OFCAS STRUCTURE ENGINEER: Z Plan check comment 4.26.22 Z6 Plan check comment 3.30.21 ZL Change Requested 3.10.21 4� Change Requested 2.18.21 3� Change Requested 9.17.20 Plan Check Comment 9.17.19 Plan Check Comment 9.12.18 NO. Revision Date Job# 1807-CRESCENT e: 5.15.2019 Sheet Title: ELEVATIONS SECTIONS Sheet No.: A3.2