Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
DIR-2022-005 Approved Plans
Community Pevelopment pepsREVIATIONS GENERAL NOTES = o ° Plannin ivision - Cu rn U CUPERTINO Q CO L 0- C) co Case# -2 2-005Anri Lpg, Laboratory 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE CALIFORNIA CODE OF REGULATIONS (TITLE 24) AND ALL OTHER vi N Ap11k tion Number(s) Angle LAM. Laminate LOCAL CODES AND ORDINANCES OF THE GOVERNING AUTHORITY HAVING JURISDICTION, AND AS IDENTIFIED UNDER o N At LAV. Lavatory APPLICABLE CODES ON THIS SHEET. IT IS THE INTENT OF THESE DOCUMENTS TO COMPLY THERETO. L U coo DELEPINE RESIDENCE Approval Body: DlrEM or Ataff Centerline LKR. Locker cn 2. ALL DRAWINGS ARE TO BE USED IN CONCERT WITH EACH OTHER. IF THE CONTRACTOR DISCOVERS ANY p ApprovaI Date 0 1/2 1 Diameter or Round LT. Light DISCREPANCY BETWEEN THE DOCUMENTS, HE SHALL PROMPTLY REQUEST FROM THE ARCHITECT CLARIFICATION OF J Signature Brian AarktP6gR%ndicular GOVERNING CRITERIA. REFER TO THE ARCHITECTURAL DRAWINGS FOR EXACT PLACEMENT, ORIENTATION AND � p a se Nfanager PounT or umber MAX. Maximum COORDINATION OF WORK. INFORMATION SHOWN IN THE LARGEST GRAPHIC ARE INTENDED TO SUPPLEMENT22229 HAMMOND WAY a)N N (E) Existing M.C. Medicine Cabinet INFORMATION OF SMALLER, PRECEDING REFERENCE DRAWINGS. N Cn MECH. Mechanical N ACOUS. Acoustical MEMB. Membrane 3. NOTATIONS MARKED "TYPICAL" (TYP.) SHALL BE CONSISTENT THROUGHOUT ALL SUCH REFERENCE NOMENCLATURE, j o A.D. Area Drain MET. Metal SYMBOLS AND DRAWING INDICATIONS OF LIKE OR SIMILAR KIND. _ co CUPERTINOCA 95014 CY a) � ADJ. Adjustable MFR. Manufacturer 4. DO NOT SCALE THE DRAWINGS. THE CONTRACTOR SHALL FIELD VERIFY CONSTRUCTION CONDITIONS AND ' Q o AGGR. Aggregate MH. Manhole DIMENSIONS PRIOR TO ORDERING, FABRICATING, AND INSTALLATION OF ANY ASSOCIATED WORK. IF DISCREPANCIES . NIt AL. Aluminum MIN. Minimum ARE FOUND, THE CONTRACTOR SHALL PROMPTLY REQUEST FROM THE ARCHITECT CLARIFICATION PRIOR TO U X a APPROX. Approximate MIR. Mirror COMMENCEMENT OF ASSOCIATED WORK. APN Cn LIJARCH. Architectural MISC. Miscellaneous - z ASPH. Asphalt M.O. Masonry Opening 5. DIMENSIONS ARE RELATED SPECIFICALLY TO FACE OF CONCRETE, FACE OF MASONRY, FACE OF EXTERIOR STUDS, N MTD. Mounted CENTERLINE OF STRUCTURAL COLUMNS AND BEAMS, OR CENTERLINE OF INTERIOR STUDS, UNLESS OTHERWISE Cn N o BD. Board MUL. Mullion NOTED. CLEAR DIMENSIONS ARE INDICATED FROM FINISHED SURFACES OF MATERIALS OR ASSEMBLIES. LEGEND CODES PROJECT DATA Z BITUM. Bituminous 6. BUILDING ELEVATION REFERENCES ARE FROM DIRECT APPLICATION OF FINISH FLOORING APPLIED TO THE M M BLDG. Building N. North STRUCTURAL FLOOR SUBSTRATE OF THE GROUND FLOOR DATUM (MAIN ENTRANCE). CONTRACTOR SHALL INCLUDE OWNER: DELEPINE N p BLK. Block N.I.C. Not In Contract REQUIRED DEPRESSIONS AND/OR PROJECTIONS IN ACHIEVING REQUIRED ELEVATIONS. CEILING HEIGHTS ARE ADDRESS: 22229 HAMMOND WAY i o o) BLKG. Blocking NO. or # Number REFERENCED TO FINISHED SURFACES UNLESS OTHERWISE NOTED. APPLICABLE CODES: CUPERTINO, CA 95014 BM. Beam NOM. Nominal BUILDING SECTION DOOR REFERENCE BOT. Bottom N.T.S. Not To Scale 7. KEYNOTES USED ON THE DRAWINGS ARE FOR ASSEMBLIES, MATERIAL REFERENCES AND NOTES. REFER TO THE A <-SECTION IDENTIFICATION 2019 CALIFORNIA BUILDING CODE (CBC) ZONING: P(RES) a KEYNOTE LEGEND ON THE RESPECTIVE DRAWING FOR THE INFORMATION WHICH RELATES TO EACH KEYNOTE. NOT GP LAND USE DESIGNATION VERY LOW DENSITY �z ALL KEYNOTES REFERENCED MAY BE APPLICABLE TO SIMILAR TYPE DRAWINGS. A4.1 SHEET WHERE SECTION IS 101A CAB. Cabinet OA. Overall SHOWN 2019 CALIFORNIA REFERENCE STANDARDS CODE (CRSC) (SLOPE DENSITY FORMULA) z : C.B. Catch Basin OBS. Obscure , DOOR NUMBER (SEE DOOR ( ) a 8. EXISTING WORK IS SHOWN FOR REFERENCE ONLY. THE OWNER AND ARCHITECT DO NOT GUARANTEE EXISTING 2019 CALIFORNIA ELECTRICAL CODE CEC CONSTRUCTION TYPE: VB- NON SPRINKLERED z CEM. Cement O.C. On Center CONDITIONS INDICATED ON THESE DOCUMENTS. SCHEDULE) OCCUPANCY GROUP: R g CER. Ceramic O.D. Outside Diameter (Dim.) 2019 CALIFORNIA MECHANICAL CODES (CIVIC), w C.I. Cast Iron OFF. Office 9. MATERIALS SUSPECTED OF CONTAINING ASBESTOS THAT ARE DISCOVERED DURING THE PROGRESS OF THE WORK WINDOW REFERENCE ASSESSORS PARCEL NUMBER: 342-58-007 CLG. Ceiling OPNG. Opening SHALL BE REPORTED TO THE OWNER. WORK IN THAT PARTICULAR AREA SHALL BE SUSPENDED UNTIL THE OWNER SECTION DETAIL 2019 CALIFORNIA PLUMBING CODE (CPC) CLO. Closet OPP. Opposite TESTS THE SUSPECT MATERIAL AND IT IS FOUND TO BE SAFE, OR UNTIL THE SUSPECT MATERIAL HAS BEEN CONTACT PERSON: LOUIE LEU ARCHITECT G1 -tx (y CLR. Clear PROPERLY ABATED. 4 <-DETAIL IDENTIFICATION 2019 CALIFORNIA FIRE CODE (CFC) 408-399-2222 X\F' 7ti COL. Column PRCST. Pre-cast A8.2 <-SHEET WHERE DETAIL IS A 2019 CALIFORNIA ENERGY CODE LOT AREA GROSS 30,622 S.F. c? o N CONC. Concrete PL. Plate SHOWN LWINDOW TYPE (SEE WINDOW LOT AREA NET 30,622 S.F. ° o aw Q CONN. Connection P. LAM. Plastic Laminate 10. CONTRACTOR SHALL VERIFY, AT SITE, ALL EXISTING CONDITIONS PRIOR TO SUBMITTAL OF BIDS. SITE VISITS 2019 CALIFORNIA EXISTING BUILDING CODE (CEBC) LOT COVERAGE (0.4 X 30,622 S.F.) 12,249 S.F. ¢ w r wa v CONSTR. Construction PLAS. Plaster DURING BIDDING SHALL BE COORDINATED WITH THE OWNER IN ACCORDANCE WITH PROVISIONS OF THE SCHEDULE) o UJ o CONT. Continuous PLYWD. Plywood SPECIFICATIONS. 2019 CALIFORNIA RESIDENTIAL CODE (CRC) MAX. FLOOR AREA RATIO: S 0 M O CORR. Corridor PR. Pair INTERIOR ELEVATION, WORK, CONTROL, OR (40% FOR 1ST 10,000 S.F., CTSK. Countersunk PT. Point 11. CONTRACTOR SHALL PROTECT ALL EXISTING WORK. ANY DAMAGED WORK SHALL BE REPLACED WITH THE SAME MULTIPLE VIEWS DATUM POINT 2019 CALIFORNIA GREEN BUILDING STDS. CODE (CA GREEN) 59.59 SF FOR EACH 1,000 S.F. 5,229 S.F. �P�� MATERIALS, INCLUDING MATCHING THE EXISTING COLORS AND TEXTURES. MANDATORY MEASURES ONLY `� U) CNTR. Counter P.T.D. Paper Towel Dispenser OV R 0,0 0 F. CTR. Center P.T.D/R Combination Paper Towel 12. CONTRACTORS SHALL BE RESPONSIBLE FOR THEIR OWN CLEANUP AS WORK PROGRESSES. 4 A6.1 2�ELEVATION IDENTIFICATION 4 Dispenser & Receptacle ( ) (E) HOUSE+GARAGE (4042 S.F + 783 S.F.) 4,825 S.F. DBL. Double PTN. Partition 3 SHEET WHERE ELEVATION IS 13. ALL WORK IS NEW UNLESS OTHERWISE NOTED.DEPT. Department P.T.R. Paper Towel Receptacle SHOWN SHEET INDEX (N) ADDITION: (SUNROOM 474 S.F. + 124 S.F.) 598 S.F. D.F. Drinking Fountain 14. EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS WAS OBTAINED FROM THE ORIGINAL CONSTRUCTION TOTAL FLOOR AREA PROPOSED 5,423 S.F. DET. Detail Q.T Quarry Tile DRAWINGS. THESE ORIGINAL CONSTRUCTION DRAWINGS ARE AVAILABLE AT THE ARCHITECT'S OFFICE FOR REVIEW. DIA. Diameter THE ORIGINAL CONSTRUCTION DRAWINGS ARE NOT A PART OF THE CONSTRUCTION DOCUMENTS AND DO NOT KEY NOTE HEIGHTS ARCHITECTURAL MAIN HOUSE 4,624 S.F. WARRANT EXISTING CONDITIONS. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND NOTIFY THE • DIM. Dimension R. Riser � 12 CORRESPONDING NOTE NUMBER [&.CEILING DIMENSION ABOVE DATUM DISP. Dispenser RAID. Radius ARCHITECT OF ALL EXCEPTIONS BEFORE PROCEEDING WITH THE WORK. A-0.0 TITLE SHEET ADU 799 S.F. SHEET 1 CAL GREEN CHECKLIST DN. Down R.D. Roof Drain SHEET 2 CAL GREEN CHECKLIST TOTAL 5,423 S.F. D.O. Door Opening REF. Reference 16. GRADING PLANS, DRAINAGE IMPROVEMENTS, ROAD AND ACCESS REQUIREMENTS, AND ENVIRONMENTAL HEALTH -1 DR. Door REFR. Refrigerator CONSIDERATIONS SHALL COMPLY WITH LOCAL ORDINANCES. -1.1 AREA CALCULATIONS I DWR. Drawer RGTR. Register A- 3 IIDS. Downspout REINF. Reinforced REFERENCE ELEVATION REVISION REFERENCE A-2.1 FLOOR PLAN PROJECT DESCRIPTION D.S.P. Dry Standpipe REQ. Required DIMENSION ABOVE DATUM 2 REVISION NUMBER A-3.1 SECTIONS DWG. Drawing RESIL. Resilient WILDLAND URBAN INTERFACE NOTES - A-4.1 ELEVATIONS RM. Room CLOUD AROUND REVISION A-4.2 ELEVATIONS E. East R.O. Rough Opening A-5.1 ROOF PLAN A-6.1 POWER AND LIGHTING PLAN 1. ADDITION OF 124 S.F. AND CONVERSION OF A PORTION OF THE MAIN HOUSE 1 EA. Each RWD. Redwood 1. THIS PROJECT IS LOCATED WITHIN THE DESIGNATED WILDLAND URBAN INTERFACE FIRE AREA. PRIOR A-7.1 WINDOW SCHEDULE 675 S.F. TO BECOME AN 799 S.F. ATTACHED ADU I E.J. Expansion Joint R.W.L. Rain Water Leader TO BUILDING PERMIT FINAL APPROVAL, THE PROPERTY SHALL BE IN COMPLIANCE WITH THE VEGETATION A-8.1 DETAILS EL. Elevation MANAGEMENT REQUIREMENTS PRESCRIBED IN CALIFORNIA FIRE CODE SECTION 4906, INCLUDING CALIFORNIA 2. ADDITION OF 474 S.F. SUNROOMREPLACEMENT (NON-CONDITIONED) AT REAR E) IR ELEC. Electrical S. South PUBLIC RESOURCES CODE 4291 OR CALIFORNIA GOVERNMENT CODE SECTION 51182 PER CRC R337.3.1 SECTION DETAIL WORK, CONTROL, OR LIVING/DINING ROOM. REPLACEMENT OF DOORS AND REMOVAL OF (E) FIREPLACE AND ELEV. Elevator S.C. Solid Core DATUM POINT DECKS oUJ 2. WHERE THE ROOF PROFILE ALLOWS A SPACE BETWEEN THE ROOF COVERING AND ROOF DECKING THE 4 DETAIL IDENTIFICATION STRUCTURAL N EMER. Emergency S.C.D. Seat Cover Dispenser � 3. REPLACEMENT OF E DECK OUTSIDE OF NOOK. N O ENCL. Enclosure SCHED. Schedule SPACE SHALL BE CONSTRUCTED TO PREVENT THE INTRUSION OF FLAMES AND EMBERS, BE FIRE STOPPED A8.2 <-SHEET WHERE DETAIL IS S0.1 GENERAL NOTES ( ) Z WITH APPROVED MATERIALS OR HAVE ONE LAYER OF 72 POUNDS MINERAL-SURFACED, NON-PERFORATED SHOWN o E.P. Electrical Panelboard S.D. Soap Dispenser SO.2 NAILING SCHEDULE & LOADING CRITERIA 4 4. ARCHITECTURAL STYLE AND ROOFING TO MATCH (E) HOUSE. Z Q I EQ. Equal S.F. Square Feet CAP SHEET INSTALLED OVER THE COMBUSTIBLE DECKING PER CRC R337.5.2 S1.1 RESIDENTIAL REMODEL FOUNDATION PLAN 1 EQPT. Equipment SECT. Section S1.2 RESIDENTIAL REMODEL CEILING FRAMING PLAN ai 3. EXTERIOR WALL COVERINGS SHALL EXTEND FROM THE TOP OF THE FOUNDATION TO THE ROOF, AND PLAN DETAIL REFERENCE ELEVATION S1.3 RESIDENTIAL REMODEL ROOF FRAMING PLAN p co E.W.C. Electric Water Cooler SH. Shelf TERMINATE AT 2 INCH NOMINAL SOLID WOOD BLOCKING BETWEEN RAFTERS AT ALL ROOF OVERHANGS, OR IN S2.1 TYPICAL FOUNDATION DETAILS j EXST. Existing SHR. Shower THE CASE OF ENCLOSED EAVES, TERMINATE AT THE ENCLOSURE PER CRC R337.7.3.2 2 <-DETAIL IDENTIFICATION +10'-0"<-DIMENSION ABOVE DATUM S3.1 TYPICAL FRAMING DETAILS FLOOR AREA WITH ADU EXPO. Exposed SHT. Sheet A8.3 <-SHEET WHERE DETAIL IS S3.2 FRAMING DETAILS EXP. Expansion SIM. Similar 4. EXTERIOR WINDOWS AND EXTERIOR GLAZED DOOR ASSEMBLIES SHALL COMPLY WITH ONE OF THE SHOWN EXT. Exterior S.N.D. Sanitary Napkin Dispenser FOLLOWING REQUIREMENTS PER CRC R337.8.2.1 ' ` FLOOR AREA EXISTING PROPOSED ADDITION TOTAL S.F. A. BE CONSTRUCTED OF MULTI-PANE GLAZING WITH A MIN. OF ONE TEMPERED PANE MEETING S.N.R. Sanitary Napkin Receptacle THE REQUIREMENTS OF SECTION 2406 SAFETY GLAZING OR TITLE 24 ENERGY MAIN HOUSE 3,367 S.F. 474 S.F. 3,841 S.F. , F.A. Fire Alarm SPEC. Specification F.B. Flat Bar SQ. Square B. BE CONSTRUCTED OF GLASS BLOCK UNITS, OR T-1 TITLE 24 ENERGY COMPLIANCE`� ; ADU 675 S.F. 124 S.F. 799 S.F. C. HAVE A FIRE-RESISTANCE RATING OF NOT LESS THAN 20 MINUTES WHEN TESTED INTERIOR ELEVATION, MATCH LINE T-2 TITLE 24 ENERGY COMPLIANCE GARAGES 783 S.F. 0 S.F. 783 S.F. F.D. Floor Drain SST. Stainless Steel ACCORDING TO NFPA 257, OR 1 ENCLOSED PORCH N/A N/A N/A FDN. Foundation S.SK. Service Sink D. BE TESTED TO MEET THE PERFORMANCE REQUIREMENTS OF SFM STANDARD 12-7A-2 MULTIPLE VIEWS _ _ SHADED HALF IS THE SIDE F.E. Fire Extiguisher STA. Station 4 A6.1 2�ELEVATION IDENTIFICATION CONSIDERED TOTAL 4,825 S.F. 598 S.F. 5,423 S.F. F.E.C. Fire Extinguisher Cabinet STD. Standard CIVIL Q F.H.C. Fire Hose Cabinet STL. Steel 3 SHEET WHERE ELEVATION IS 1 BOUNDARY SURVEY UJ FIN. Finish STOR. Storage SHOWN FLOOR AREA WITHOUT ADU U C)FL. Floor STRUCT. Structural or Structure 5. EXTERIOR DOORS SHALL COMPLY WITH ONE OF THE FOLLOWING PER CRC R337.8.3 7 FLASH. Flashing SUSP. Suspended A. THE EXTERIOR SURFACE OR CLADDING SHALL BE OF NONCOMBUSTIBLE L FLUOR. Fluorescent SYM. Symmetrical ORIGNITION-RESISTANT MATERIAL, OR INTERIOR ELEVATION, ------- CENTER LINE w O U B. SHALL BE CONSTRUCTED OF SOLID CORE WOOD THAT COMPLY WITH THE FOLLOWING Z F.O.C. Face of Concrete REQUIREMENTS: SINGLE VIEW FLOOR AREA EXISTING PROPOSED ADDITION TOTAL S.F. Q F_ LLI F.O.F. Face of Finish TRD. Tread I. STILES AND RAILS SHALL NOT BE LESS THAN 1 3/8 INCHES THICK RESIDENCE 4,042 S.F. 598 S.F. 4,640 S.F. W F.O.S. Face of Studs T.B. Towel Bar II. RAISED PANELS SHALL NOT BE LESS THAN 1 1 4 INCHES THICK EXCEPT A6.2 9�ELEVATION IDENTIFICATION ♦ ) w Q / � GARAGES 783 S.F. 0 S.F. 783 S.F. V J a FPRF. Fireproof T.C. Top of Curb FOR THE EXTERIOR PERMIMETER OF THE RAISED PANEL THAT MAY TAPER TO A TONGUE NOT LESS ENCLOSED PORCH N/A N/A N/A F.S. Full Size TEL. Telephone THE 3/8 INCH THICK SHEET WHERE ELEVATION IS SUBTOTAL 4,825 S.F. 598 S.F. 5,423 S.F. W U 0_ FT. Foot or Feet TER. Terrazzo C. SHALL HAVE A FIRE-RESISTANCE RATING OF NOT LESS THAN 20 MINUTES WHEN TESTED SHOWN ADU DEDUCT (799 S.F.) FTG. Footing T.&G. Tongue and Groove ACCORDING TO NFPA 252, OR Q 06 D. SHALL BE TESTED TO MEET THE PERFORMANCE REQUIREMENTS OF SFM STANDARD 12-8A-1 TOTAL 4,624 S.F. FURR. Furring THK. Thick W J � FUT. Future T.P. Top of Pavement 6. WHERE VALLEY FLASHING IS INSTALLED, THE FLASHING SHALL NOT BE LESS THAN NO. 20 GAGE z UJ Z w T.P.D. Toilet Paper Dispenser GALVANIZED SHEET CORROSION-RESISTANT METAL INSTALLED OVER NOT LESS THAN ONE LAYER OF MINIMUM LOT COVERAGE WITH ADU _ Q 0 W Q GA. Gauge T.V. Television 72-POUND MINERAL SURFACED, NON-PERFORATED CAP SHEET, AT LEAST 36 INCH WIDE RUNNING THE FULL VICINITY MAP PROJECT DIRECTORY � O Q �ro GALV. Galvanized T.W. Top of Wall LENGTH OF THE VALLEY PER CRC R337.5.3 "0 G.B. Grab Bar TYP. Typical SITE COVERAGE EXISTING PROPOSED UJ W i GL. Glass 7. ROOF GUTTERS SHALL BE PROVIDED WITH THE MEANS TO PREVENT THE ACCUMULATION OF LEAVES AND .J o �, DEBRIS THE GUTTER PER CRC R337.5.4 HOUSE + GARAGE 4,825 SQ.FT. 5,423 SQ.FT. W w N GND. Ground UNF. Unfinished OWNER STRUCTURAL ENGINEER o OVERHANG PROJECTIONS 1,351 SQ.FT. 1,390 SQ.FT. N GR. Grade U.O.N. Unless Otherwise Noted FRANCOIS AND KELLY DELEPINE SILICON VALLEY CIVIL & Q 0. N GYP. Gypsum UR. Urinal 8. VENTILATION OPENINGS FOR ENCLOSED ATTICS, ENCLOSED EAVE SOFFIT SPACES, ENCLOSED RAFTER 22229 HAMMOND WAY STRUCTURAL ENGINEERS DECKS 155 SQ.FT. 92 SQ.FT. o SPACES FORMED WHERE CEILINGS ARE APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF RAFTERS, AND UNDER 280 CUPERTINO, CA 95014 QUILICI ENGINEERS TOTAL SF 6,331 SQ.FT. 6,905 SQ.FT. i H.B. Hose Bibb VERT. Vertical FLOOR VENTILATION OPENINGS SHALL BE FULLY COVERED WITH METAL WIRE MESH, VENTS, OTHER MATERIALS 30 UNION AVE. SUITE 200 � H.C. Hollow Core VEST. Vestibule OR OTHER DEVICES THAT MEET REQUIREMENTS PER CRC R337.6.2: CRISTO REY DR. CAMPBELL, CA 95008 6,905/30,622 = 22.5% LOT COVERAGE Date/Revisions: � HDWD. Hardwood DIMENSIONS OF THE OPENINGS SHALL BE A MINIMUM 1/16 INCH AND SHALL NOT EXCEED 8 INCH. ARCHITECT (408) 583-0323 0 -26-22 °' HDWE. Hardware W. West LOUIE LEU ARCHITECT, INC. 03-07-22 ~ HORIZ. Horizontal W/ With 9• MATERIALS USED SHALL BE NONCOMBUSTIBLE AND CORROSION RESISTANT ITE 236 N. SANTA CRUZ AVE. SUITE 210 a HR. Hour W.C. Water Closet 10. VENTS SHALL NOT BE INSTALLED UNDERSIDE OF EAVES & CORNICES PER CRC R337.6.3 HgMM LOS GATOS, CA 95030 LOT COVERAGE WITHOUT ADU 05-11-22 i HGT. Height WD. Wood o (408) 399-2222 W/o Without 3 (408) 399-2223 FAX / 11. THE EXPOSED UNDERSIDE OF EXTERIOR PORCH CEILINGS SHALL BE PROTECTED BY ONE OF THE m 07-06-22 IM ID. Inside Diameter (Dim.) WP. Waterproof FOLLOWING PER CRC R337.7.6: O J Iouie@louieleuarch.com On INSUL. Insulation WSCT. Wainscot A. NONCOMBUSTIBLE MATERIAL J SITE COVERAGE EXISTING PROPOSED 0 INT. Interior WT. Weight B. IGNITION-RESISTANT MATERIAL C y o T-24-ENERGY COMPLIANCE LAND SURVEYOR: HOUSE + GARAGE 4,825 SQ.FT. 4,624 SQ.FT. 08-16-22 o C. ONE LAYER OF 5/8" TYPE 'X' GYPSUM SHEATHING APPLIED BEHIND THE EXTERIOR OVERHANG PROJECTIONS 1,351 SQ.FT. 1,351 SQ.FT. ee No: i J' FRI ENERGY CONSULTANTS, LLC ALPHA LAND SURVEYING, INC. � COVERING ON THE UNDERSIDE OF THE CEILING v � JAN. Janitor z 21 N. HARRISON AVE, SUITE 210 4444 SCOTTS VALLEY DRIVE, SU TE 6 a D. THE EXTERIOR PARTITION OF A 1-HOUR FIRE RESISTIVE EXTERIOR WALL ASSEMBLY DECKS 155 SQ.FT. 155 SQ.FT. Q) JT. Joint CAMPBELL, CA 95008 SCOTTS VALLEY, CA 95066 W APPLIED TO THE UNDERSIDE OF THE CEILING ASSEMBLY INCLUDING ASSEMBLIES USING THE GYPSUM "' (408) 866-1620 ( ) TOTAL SF 6,331 SQ.FT. 6,130 SQ.FT. A 0 831 438-4453 0 . 0 i PANEL AND SHEATHING PRODUCTS LISTED IN THE GYPSUM ASSOCIATION FIRE RESISTANT DESIGN �J, r- KIT. Kitchen MANUAL 0 6,130/30,622 = 20.0% LOT COVERAGE C, E.PORCH CEILING ASSEMBLIES WITH A HORIZONTAL UNDERSIDE THAT MEET THE PERFORMANCE i CRITERIA IN ACCORDANCE WITH TEST PROCEDURES SET FORTH IN SFM STANDARD 12-7A-3. ©2022-LOUIE LEU ARCHITECT INC. 104.53' PROPERTY LINE (E) F- E E-- - - Community ,D velopment Department - ° _ cs o E Plannin ivision - Cupertino ° 0 - _ - - rn t CUPERTINQ PPROVED U L- a_ co Case # -2022-005 UN Ap tion Number(s) (N) SPA O N E 0 F--- —————————————————————- LU co O Approva I Body: Direr 1 or/Staff Y Approval Date O " l/22 m w ' I I 0 3. 3. Signature BrianneDFtm c\l o se Manager O 0 i FI ----------------------- II N iCctf o oO N o � N M < I I I �, - CO o LliI > 00 0 (N) PATIO N ° I L X cn co LY_ cn r --------- _ ° II Cn N z i REAR SETBACK LINECO ---------- Uj cD O I cM L N � I I I O ENLARGED SITE LIGHTING PLAN o I 1/8"=V-0" 0 a I I I z \ I I \ I I NOTE: n I LIGHTING MEETS CMC SECTION 19.102.040 OUTDOOR ° LIGTHING REQUIREMENTS z I I 1. LIGHTING IS DIRECTED DOWNWARD C, - (y 2. LIGHT FIXTURE IS LED, RECESSED CAN LIGHT LOCATED -4\<1 I I IN SOFFIT � d0 ° DOWNLIGHTST IC-RATED °LAMP TO BEURER JUNO WLED (60 W EQUIVALENT)0 LUMEN 4" LEDv co CD Q w [ I 2700 K Q w c� a z Q U a a I O ire cn M O 00 N \ I ° I I � I OPEN SPACE EASEMENT I ° I w Of LLJ _ (E) POOL j z o ° I ; O U m ( I J � (E) SPA 474 SQ.FT. ADDITION 1 w N (E) BAR - _-UN('ONDITIONFD j o ° I SPACE � I -REMOVE-( DECK, I I I -REPLACEMENT OF (E) \ PLANTERSL& STAIRS— I \ - -ti______� _______G --______ I DECK & RAILINGS. SETBACK TO ROOF _____ �,�.r„�.�„��.,,T�,--„------ (E)I DECK OVERHANG I r -�. ..a' -- r LOT COVERAGE WITHOUT ADU I h'-3 1/2' CONFIGURATION TO -PA76 REMAIN THE SAME. 124 SQ.FT. ADDITION- BUILDING 5,285 S.F. Z 1 ADD C UNTER & ADJ. HOUSE I ROOF OVERHANG 1351 S.F. o w \ I rn \ I - - I SINK o F- 04 --------------------------- I SETBACK TO ROOF DECK 155 S.F. o Z CONVERSION OF (E)- I I OVERHANG Z Q LIVING AREA 0 BE AN ° I j W ATTACHED ADU I I I \ 675 SQ.FT. ° ITOTAL 6791 co S.F. a I I I o Ego F \f jj LOT COVERAGE WITH ADU r1l \ I I ADJ. HOUSE I DECK=92 S.F. I BUILDING 5409 S.F. 10'I � (E) GARAGE 110' SID� o T0�5 IDE ROOF OVER SETB/�CK I I I S BACK ROOF OVERHANG 1390 S.F. HANG-1390 S.F. I I r J DECK 92 S.F. I I I I I I I I I I W 0 1 I I I (E) GARAGE ------- 1-J I BUILDING=5,409 S.F. I U 1 j ----J I T05 U I I I I I _ _ TOTAL 6891 S.F. I I e ----------� j I �J 1 FRONT W Z 1 ---�- ---- -J (E) DRIVEWAY I I FR 1 YARD 0 w ON ♦^ w ) L____ C4 I YARD DRIVEWAY FRONT YARD= 4,341 S.F. V \ 22 -0' I 1,211 S.F FRONT YARD IMPERVIOUS W00 U __m _FRONT SETBACK LINE i i LIMITATION (.4 X 4,341 S.F.) } LO I 1,736 S.F. Q C/) - I I W J E Z 7 W z N PR pERTY LINE o i O � J LOT AREA CALCULATIONco w wAY 0 0C N cn 6 Date/Revisions: w — - LEGEND ° -26-22 � - GENERAL NOTES � 03-07-22 - �`�\�(N) CONDITIONED SPACE 05-11-22 SITE PLAN - - � _ 61 U - A. PRIOR TO FOUNDATION INSPECTION BY THE CITY, THE RCE OR LLS OF RECORD SHALL ZA 07-06-22 is PROVIDE WRITTEN CERTIFICATION THAT ALL THE BUILDING SETBACKS & PAD ELEVATIONS RM(N) NON-CONDITIONED SPACE ARE AS PER APPROVED PLANS 6 NORTH i B. NO NEW LANDSCAPING OR MODIFICATIONS TO THE LANDSCAPING ARE PROPOSED AS (N) CONVERSION Sheet No: PART OF THIS SCOPE OF WORK AND ANY LANDSCAPING PROPOSALS WILL BE a COMPLAINT WITH CIVIC CHAPTER 14.15 -- PROPERTY LINE i C. PROPOSED MODIFICATIONS WILL MATCH EXISTING DESIGN A- 1 . O o SETBACK LINE C, D. NO MODIFICATIONS TO EXISTING LANDSCAPING OR TREES ARE PROPOSED i FENCE a_ 02022-LOUIE LEU ARCHITECT INC. Community P velopment Department = o Plannin ivision - Cupertino U cuPEariNo PPROVED CO Case# DS -2022-005 vi Ap{1 tion Number(s) 12 11 O N o EXISTING DECK w (o O Approva I Body: Direr or/Staff N Approva I Date 0q l/22 ;- ---- --------T T J 3. Signature BriannAarkousha ; J , EXISTING DECK 10 ----- = � a se Manager N N v~ r-------- i -- -- --I- - EXISTING DECK ° �"' N i i °o EXISTING FLOOR AREA CALCULATIONS Cn < AREA W L---------� I �� M 00 > d ---------- _ TAG # DIMENSION EXISTING Q o -- -�- -� 0_ --- ---- ---- -------------- r w -- ---- ---- --- -------------- - - w O O - -- 1 18'-6" X 7'-5" 137 SQ. FT. N `- a L (co 2 29'-6" X 27'-6" 811 SQ. FT. U IL (o J 3 13'-6" X 13'-0" 175 SQ. FT. co N LU (� N 5 2'-6" X 11'-O" 27 SQ. FT. .. Z dj 6 2'-6" X 4'-8' 11 SQ. FT. (D CM LU 767 Ll SQ. FT. O 7 29-6" X 26'-0' O C) 8 28'-0" X 19'-0' 532 SQ. FT. =Yw 9 26'-6" X 26'-0' 689 SQ. FT. 0 0 10 16'-0" X 6'-0' 96 SQ. FT. z w 11 19'-0" X 18'-0' a 342 SQ. FT. 0 F7- E 7112 1'-5" X 10'-6' 14 SQ. FT. TOTAL EXISTING HOUSE 4,042 SQ. FT. � O 3 13 2'-6" X 8'-10" 22 SQ. FT. 13 14-F F1 Ll 14 20'-6" X 23'-0" 471 SQ. FT. `F,GT �7ti 15 21'-6" X 13'-6" 290 SQ. FT. oo L 7/)7iTOTAL EXISTING GARAGE 783 SQ. FT. v CO o Q w Q ® o a w r zQ U p it L4- v� O cif 5 TOTAL EXISTING HOUSE + GARAGE 4,825 SQ. 7F]r.1 S� CD U) O 15 Z 1 J EXISTING FLOOR AREA CALCULATION 0 1/8" = 1'-O" ti w O H I II II II II Z I II II II II O Z Q II II II II a•• W II II II II c6 II II II II PROPOSED ADU FLOOR AREA CALCULATIONS II II II II II II II II PROPOSED AREA TAG # DIMENSION ADDITION EXISTING E ---------— L 11 1 10-6 X 6-0 63 SQ. FT. r ——————- r-------- I I 2 11'-O" X 5-6" 61 SQ. FT. I I I I I I I I I E I I I I I I E1 15'-8" X 21'-4" 334 SQ. FT. L I I I I - W 4' 138 SQ. FT. E3 4'-8" X 25-10" 121 SQ. FT. I I I I I 7 U E4 5'-2" X 6'-0" 31 SQ. FT. L I I I F - I I I E5 6'-8" X 5'-10" 39 SQ. FT. W L- J Z J I I E6 3'-6" X 3'-4' 12 SQ. FT. Q F I I I I L ------J L--- J w Z 5 6 ___ TOTAL ADDITION 124 SQ. FT. V J j O — �-- TOTAL EXISTING 675 SQ. FT. W U TOTAL ADU 799 SQ. FT. 0 Q Q B W J z W z U N Q I N � Q U N Q -j Q w N N PROPOSED SUNROOM AREA CALCULATIONS W LNU N L.L 0 PROPOSED AREA L.L N Q TAG # DIMENSION ADDITION EXISTING 3 27'-1" X 17'-6" 474 SQ. FT. Date/Revisions: U 474 SQ. FT. 0 -26-22 6 TOTAL SUNROOM a` 03-07-22 05-11-22 a i 0 a i O On 0 i Sheet o: .Q A - 1 . 1 PROPOSED ADU CONVERSION & ADDITION FLOOR AREA CALCULATION 3 ©2022-LOUIE LEU ARCHITECT INC. Community P velopment Department = o Plannin ivision — Cupertino LO 2 vcuPtarlNo Q ,SCOPE OFWORK------------------------- 0') PPROVED CO L Case# IDSS -2022-005 Apr1gi tion Number(s) O N 1 LU co 5 L/ 5 Approva I Body: Direr or/Staff N Approva I Date O f 1/22 ; 0 3. Signature BriannAarkousha i O 1 T- cM a se Manager 1 N N % t � N 21 _ M o > 00 > Q o 1 N .� X Q i U (0 vim L ) i L Lli 1 z SCOPE OF WORK ' co N ® CON o (E) FAMILY RM. N z a, co M /��^\ ------------------ --------------------------- ------------------------------------------------------------- 1 1 I l / / I I O ' ' W , \// I ' i O z ----------------------------- 1 � j ;---r---I 1 / L---------------------------- J t (E) PATIO #1 - ---- (E) PATIO #3 ' F- I I --� z --------------------� ® (E) PATIO #2 ' L------------------- 00 J ------------------- (E) MASTER SUITE ' 2 N Q ---O-� O r------1 O r--- - - Q v Ln w Q w ' ----- J ---- IJJ � a w Q U t ----- Zo - ----- - ------ ------- ---------------------------- ---- C� o i---------------------------- V, 0 Z M O Lo (E) M.BATH 1 ' 1 ' 1 ' 1 ' 1 ' (E) LIVING �'I I N' 1 E KITCHEN (E) DINING I� 1 0 1 L-_' (E) SHOWER ;; CLOSET MI IN , d h 1 1 , 1 0 (E) CLOSET (E) LINEN `--- ------------ -------------------------- ------------ ----------- - ---- ----------------------------------------- E) CLOSET ti o _o N N --------------------------------- — (E) GALLERY (E) GALLERY z 20' X 20' MIN. W co ui (E) FOYER (E) KEY NOTES (E) BEDROOM #2 (E) BATH #3 (E) BATH #4 (E) PWD. �i REMOVE (E) WALL AS INDICATED BY DASHED LINES. (E) O2 REMOVE (E) WINDOW AS INDICATED BY DASHED LINES. (E) GARAGE #2 O3 REMOVE (E) DOOR AS INDICATED BY DASHED LINES. fW ® REMOVE (E) PLUMBING FIXTURE AS INDICATED BY DASHED LINES. 7v U O5 REMOVE (E) FIRE PLACE 7 O W z © REMOVE (E) CEILING BEAMS Q w (E) BATH #2 (E) LAUNDRY O7 RE—FRAME (E) PATIO FOR INSTALLATION OF (N) TILE FLOOR VJ � Z (E) BEDROOM #5 ® REPLACE HANDRAILS W U J (E) BEDROOM #4 O9 DEMO (E) SHOWER Q 0— W J o 0 -------------------------------------- z W z 0 - p 2 J 0- N W0 Q W W N w 0 DEMO FLOOR PLAN °C (E) BEDROOM #3 3 Date/Revisions: E 0' 2' 4' 8' 0 —26-22 LEGEND 03-07-22 Q 4 CN (E) GARAGE #1 05-1>—22 / 0 Q (E) WALL TO REMAIN 07-06-22 co On s= tllrflllTf-II71 REMOVE (E) WALL Sheet No: .Q CD REMOVE (E) DOOR ninoTIJ A 2 . 0 N N !Z ©2022-LOUIE LEU ARCHITECT INC. Community P velopment Department (E)84'-0" _ o Plannin ivision - Cupertino 11'-0 " 19' " rn t CUPERTINO LQ PPROVED co Case# -2022-005 U � COPE OF WORK U ( Apr1kj tion Numbers) O 7@D ----------------------------------- GENERAL NOTES Uj Approva I Body: Direr or/Staff 13 i A. LANDING AT EXT. DOORS SHALL BE THE WIDTH OF THE OPERABLE DOOR X 36". N Approval Date O f l/22 (E)2060 (E)7060 (E)2060 O ; THE LANDING SHALL NOT BE MORE THAN 7.75" BELOW THE TOP OF THE 0 3. THRESHOLD. THRESHOLDS SHALL NOT EXCEED .5 MAX. DOWN FOR OUTWARD 3. Signature BriannAarkousha ' i SWINGING DOORS, .75" FOR SLIDERS, AND 7.75" MAX. FOR INWARD SWING DOORS se Manager PER CRC SECTION 311.3. N N Q i O N i B. PROVIDE INDIVIDUAL CONTROL VALVES OF THE PRESSURE BALANCE OR o SCOPE OF WORK of ; THERMOSTATIC MIXING VALVE TYPE @ SHOWERS & TUBS/SHOWER COMBINATION Q ---- ---------------------------- --------------------------------------- --------------------------------------------------------------------------� -----. (0 CO of ' Lij o of CY , C. PROVIDE SMOOTH, HARD, NON-ABSORBENT SURFACE (E.G., CERAMIC TILE OR > 0 FIBERGLASS) FULL HEIGHT (72" MIN.) AT SHOWER & TUB-SHOWER WALLS Q N < of i D. SEE TITLE 24 FOR INSULATION REQUIREMENTS �,� U cn i DN. - w LL w ' qg 3 RISERS 1 E. SEE CAL GREEN NOTES FOR RESIDENTIAL MANDATORY REQUIREMENTS N �- ' 8 N M A9 CID . COMBINED FLOW RATE OF BOTH SHOWERHEADS CONTROLLED BY A SINGLE VALVE N z 1 A2 ( ) DECK 1 1 I F. N o i _____ _ ___ ________ _________ __________FIXE_D_____ ' (E) DECK °O SHALL NOT EXCEED 1.8 GPM @ 80 PSI, OR ONLY ONE SHOWER OUTLET IS TO BE Z aj OA7 r rr rr I I i IN OPERATION AT A TIME co CO N I II II II II ' i z _ 1 E 2060 E 4660 E 2060 I I I I I I I I I (E) FAMILY RM. 13 1 G. 5/8" GYP. BOARD TYP. ON ALL INTERIOR WALLS. 5/8" TYPE 'X' GYP. BD. ON N 0 O - - O - - O 1 0 0 1 SLOPE CEILINGS AND SUPPORTING MEMBERS WHERE LIVING AREAS ARE ABOVE OR CEILINGS i c) I I I I I I I I I 1/8 /FT ' .� N OF CE ARE USED FOR SEPARATION. LEVEL 5 SMOOTH FINISH EXCEPT LEVEL 4 ® GARAGE o Al HAR OOD I I I I I I I I & UTILITY ROOMS t 1 I I I I I I I I 1 12 O9 1 a 1 II II II II 0 1 --- --- H. ALL SLEEPING ROOMS TO BE PROVIDED WITH ONE EGRESS ESCAPE/RESCUE WINDOW. z I �----- � I I �----- � I 1 ' 1 ' EGRESS WINDOW SHALL HAVE A MINIMUM NET CLEAR OPENABLE AREA OF 5.7 SQ. w ' 12 14 I I O I I(N) SUNROOM I I O I I 1 ' „ � 1 ) I I I I I I I I 1 FT. MIN. CLR. HT. OF 24 AND A MIN. CLEAR WIDTH OF 20 . BOTTOM OF THE a KITCH I I I I UNCONDITIONED CLEAR OPENING SHALL NOT BE MORE THAN 44" ABOVE FINISHED FLOOR, PER CRC z O I I I I 404 S.F. I I I I R310.1. ALL EGRESS WINDOWS WITH DUAL LATCHES SHALL BE INTERCONNECTED SK. REF. A8 f I I I I I I I I 1 ; AND THE LATCHES UNLOCKED BY A SINGLE MOTION FROM THE LOWEST OPENING ----I-I---------J-I I I .--------11--------- ' O I I I I I I I I , AND CLOSING DEVICE. 1 ----- -----I-I---------�-I I I --------- --------- i REPLACE (E)PR. 3080 ' I L________J I I L________J I O i ; Al2 FRENCH DRS. WITH SLID J. ALL WINDOWS TO BE DOUBLE GLAZED, TEMPERED GLASS PER WILDLIFE URBAN 1 `-------- ------------------ ------- INTERFACE REQUIREMENTS. SEE WUI NOTES 4/AO.0. 1 A11 d �(N)TUBO1 I I I I O9 I I I I ' � 'o of H. EXISTING DIMENSIONS ARE APPROXIMATE BASED ON THE DRAWINGS PROVIDED BY r 00 M p 1 I I I I I I I I ^ CO o I I I I I I I I 1 Q w a ZQ U a OWNER _ N Q � II II II II � 1 i Z� --------__ 14 I I I I A10 I I I I 14 O M O it ADU BEDROOM O J---------Jj---------11---------11----- O 1 (E) NOOK of S O z ' ---------- 800 S.F. ADU 1 0l I �� Z --------------------------------------- 1 w `�`�/ 3 � SAP U) .� 1 ' --- ------------------------------ .--------------------------- -- F i-----------------i i--------------i i i of KEY NOTES i I I I I of i �Lij O1 REMOVE (E) TWO SIDED FP. REPLACE W/(N) ONE SIDED F.P. I I I I i I I I I MODEL T.B.D. CDI CN of L---J I I i ---� I I I I O2 SKYLIGHT, SEE ROOF PLAN Z w ADU BATH I I I I I I ' I l i I I ' I I ❑ O3 NOT USED I I I I I (E) KITCHEN (E) LIVING I ; I I I (E) DINING I ® SHOWER & TUB-SHOWER COMBINATIONS SHALL BE PROVIDED WITH _ of I , I I I I I I INDIVIDUAL CONTROL VALVES OF THE PRESSURE BALANCE OR THE J NI j © cl� I I I 11 THERMOSTATIC MIXING VALVE TYPE ' w I l i I I ' I I ; I I O5 PROVIDE SMOOTH, HARD, NONABSORBENT SURFACE (E.G., CERAMIC STEAM (E) CLOSET i I I I I I I TILE OR FIBERGLASS) FULL HEIGHT (72" MIN.) AT SHOWER AND SHOWER 7 , I I I I I I LJ TUB-SHOWER WALLS 0 ID4 (N) TEMPERED GLASS SHOWER DOOR, FIELD VERIFY SIZE L------ 1 i `-----------� i ' E PANTRY (E) CLOSET (E) LINEN , L---------------- L---------------J O7 (N) 2X6 WALL ® EXTEND MECH. DUCT TO (N) SPACE FROM (E) MECH. SYSTEM ti 1 -------------------- N 0 1 _I O9 RE-FRAME (E) DECK TO INSTALL TILE FLOOR N (E) CLOSET 10 REPLACE (E) EXTERIOR DOOR WITH (N) DOOR TO MATCH INTERIOR Z DOORS ' ' U W 11 REPAIR AND PATCH FINISHES WHERE (E) FIREPLACE IS REMOVED N � O U — ------------------------------ ------------------------------------- co (E) GALLERY c)� (E) GALLERY @ (N) CABINET, WITH SINK/HOT AND COLD WATER a o 13 REPLACE (E) GUARDRAILS WITH (N) GUARDRAIL, +42" I IF (E) FOYER 14 VERIFY POCKET DEPTH REQUIRED PER DOOR MANUFACTURER. Lw POCKET TO EXTEND OUTWARD TOWARD DECK SIDE IF NECESSARY. (E) BEDROOM #2 (E) (E) BATH #3 (E) BATH #4 (E) PWD. LF U LO (E) E GARAGE 2 FLOOR PLAN U 0 C14w O # z �. � W o w z (01 0 �I 0' 2' 4' 8' w ♦^ W V J a (E) BATH #2 70; LEGEND W 0 (E) LAUNDRY L } of of `fll Q E of CDI (E) BEDROOM #5 �l (E) WALL TO REMAIN W J (E) BEDROOM #4 w w z W Z Q N _ .� col NEW 2 X 6 STUDS @ 16" O.C. WALL z Q 0 I � 0 N LLJ Q o ADDITION CONDITIONED SPACE 126 S.F. W G = 0 0 of W W N J N I ONE HOUR SEPERATION WALL BETWEEN ADU AND MAIN HOUSE. 0 OC ILL SEE DETAIL 0 Date/Revisions: (E) BEDROOM #3 (E)2060 (E)2060 0 -26-22 ,� 03-07-22 CN 24 05-11-22 a / NORTH 07-06-22 co �I (E) GARAGE #1 On NI B Lij4 08-16-22 LS ee o: (E)2060 (E)2060 (E)2060 (E)2060FL A - 2 . 1 I N iF (E)2416 (E)2416 (E)2416 ©2022-LOUIE LEU ARCHITECT INC. Community D,e elopment Department 0 oM E z z O O Planning Division - Cupertino rn CUPERTINO U PROVED U Case# DIIf 022-005 vi Appli i n Numbers) O N Approva I Body: Dire mo /Staff N Approva I Date 09/�1 122 u, SCOPE OF WORK Signature Brianne kousha ,--------------------------------------------------------------------------. _O Ga Manager E ATTIC N N a 1 N o A-8.1 7 i 3 12 Ud) rn za ' r------ CL0111 _ co 1 N Q O ' \ 0 + -10'-0" N PL. ; i (E) ATTIC HT. + -467.00 I L x LL +o w TYP. �'�� �T' I - - z 1 ��'�� N O w L J I — (0 N z 0 J z p 1 I 1 I in (D M U 1 p I F N I � N 0 � i O z 1 � - 1 O 1 o , 1 + 1 O 1 — (N) SUNROOM (E) LIVING/DINING (E) FOYER Q cn TILE/MORTAR BED 1 1 ' PLYWOOD - - - - - - - - - - - z F.F. 0'-0" ' - 1 n +455.00 1 1 / // // // // // //�//�//�//�//�//�//�//�//�//� F.G. +453.50' ' (N) FOUNDATION CRAWL SPACE 6 TYP. 1 z \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ - 1 (E) CRAWL SPACE WITH RAT SLAB °O /\ \ \/\/\/\/\/\/\/\/\/\/\/\/\/\/\/�\/�\/�\/�\/�\/�\/�\/�\/�\/�\/ \ \ \ .�.�..i \ \ \ \ \ \ \ \ \ /i\\/i\\/i\\/i\\/i\\/i /i\\/i\\/i\\/i\\/i\\/i\\/i\\/i\\/i\\/i\\/i\\/i\\/i\\/i\\/i x1 / 00 v o \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ r cfl o Q w w o Ld 1 I `--------------------------------------------------------------------------' V) SECTION A 1/4"=V-0" V J SCOPE OF WORK --------------------------------------------------- 1 3.12- GENERAL NOTES 1 � A. PROVIDE FIREBLOCKING IN SPACES OF WALLS AND PARTITIONS i INCLUDING FURRED SPACES AT CEILING LEVELS ® 10' MAX. i 12 (E) ATTIC i INTERVALS, HORIZONTALLY & VERTICALLY. ATTIC 1 P- B. SEE STRUCTURAL DRAWINGS FOR PIER DETAILS AND ti 10'-0" (N) PL. HT. ADDITIONAL INFORMATION O o �In +465.00 , N V A 2 ; C. CONTRACTOR TO HAVE BLDG. ELEVATION HEIGHTS SURVEYED BY N II 1 Np R.C.E. OR LLS OF RECORD FOR CONFORMANCE W/ HEIGHT p 7t ' 1 RESTRICTIONS, PRIOR TO COMMENCEMENT OF UPPER FLOOR WALL Z i AND ROOF FRAMING W co c}> 1 1 o ' o a_1 1 ' (.o ' O (N) OFFICE 5 � �' CD (E) M. BATH (E) CLOSET SPRAY FOAM INSULATION NOTES 1 1 TYP. , 1 , A. CONTRACTOR TO PROVIDE EVIDENCE OF INSTALLER'S NOZZLEMENS' ' 1 EXPERIENCE AS REQUIRED BY THE MANUFACTURERS INSTALLATION i TYP. INSTRUCTION. EXPERIENCE MUST MEET OR EXCEED MIN. REQUIRED BY THE F.F. 0'-0" ' MANUFACTURER. INSTALLER SHALL BE PRE-QUALIFIED BY MANUFACTURER. +455.00 ' i B. COMPLY WITH MANUFACTURER SPECS RECOMMENDATIONS FOR PROPER F.G. +453.50' ' (N) FOUNDATION 6 TYP. INSTALLATION N CRAWL SPACE 1 (E) CRAWL SPACE WITH RAT SLAB jLU /\j .... . ..://\//\//\//\//\/0*/�//\////�/ �/ /\//\//\ //\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\ C. PRESCRIPTIVE IGNITION BARRIER IS REQUIRED FOR SPRAY FOAM INSULATION \ \\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j AT ENCLOSED ATTIC SPACES. U / \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\�\\�\\�\\�\\�\\�\\�\\�\\�\\/ D. SPRAY FOAM PASS THICKNESS MIN. 1/2-INCH, MAX. 3-INCH, OR PER Z MANUF. SPECS W O E. 12% MAX. MOISTURE CONTENT ON SPRAY FOAM PERMITTED FOR WOOD 0 F- '^ B A w vJ _ _ F. IF BUILDING CONTAINS FIRE SPRINKLER SYSTEM, WRAP ALL SPRINKLER PIPES U d z SECTION B I j & JOINTS WITH 6 MIL PLASTIC FOR SPRAY FOAM APPLICATION W U O 1/4"=1'-0" I I I I G. UNFACED FIBERGLASS BATTS OR BLOWN FIBER INSULATION MAY BE Q V 0 I I I I SUBSTITUTED IN LIEU OF FIRE BARRIER FOR SPRAY FOAM APPLICATION Uj 04 1 1n1 1 ❑ N U TI E N E Z PE11Q o M L L_ J LJ L__J O1 RAFTER SPACE - MIN. 3" THICK SPRAY FOAM UNDERSIDE OF ROOF Uj O Q z �, ---o=== PLYWOOD WITH BATT OR FIBER FILLED INSULATION BELOW TO ACHIEVE R-38 w = Q No MIN., SUPPORT BATT INSULATION AS REQUIRED J rn J 0 2O NO INSULATION REQUIRED w w N 0 N m 1 0 3O EXTERIOR WALLS OR WALLS BETW/ CONDITIONED SPACE & NON-CONDITIONED A SPACE - BATT INSULATION OR SPRAYED FIBER INSULATION. ❑ R-15 @ 2X4 WALLS & R-21 @ 2X6 WALLS N Date/Revisions: ® VENTILATED EAVES - NO INSULATION REQUIRED 0 -26-22 U `n 50 INTERIOR WALLS - 3Y" UN-FACED SOUND BATT INSULATION 03-07-22 05-11-22 i © UNDERFLOOR - BATT INSULATION R-19 MIN. KEY PLAN j 70 IB ROOF OVER TAPERED INSULATION. SLOPE 1/4»/FT. MIN. SEE ROOF PLAN. Z3N 07-06-22 N.T.S. a L / Sheet o: c .Q ID A -3 . 1 I 0 N N ©2022-LOUIE LEU ARCHITECT INC. Community,D velopment Department U E : o O Plannin ivision — Cupertino 30' MAX. L CUPERTINO PPROVED /'/ \ \ CO L Case# -2022-005 U co Apr Ltq: tion Numbers) � O N o BUILDING ENVELOPE / \ coApprova I Body: Direr or/Staff Approva l Date 0f 1/22 /-/' \ \ J Signature BriannAarkousha co d se Manager /' \ N N / \ N }? N d� (E) T.O. RIDGE o _I \ \ I ¢ N J 6� 1 °° 1 X a /' � '\ � U co co LLJ / /- \ \ i C 1 1 04 CCO O N ---------------------------------------------------------------------------------------- ----- I N Z aj SCOPE OF WORK U / /-/ -- ---------------2---- \--- I N 00 01 I Q cn 1 1 1 zl (E) (E) 1 (E) zl —1 --- - II CD �G� b ----- ----- ----- o J i i ' i ' � I 1 I 1 1 lY O Qf O WO' 1 j 1 04 ' O, v � C) J J �I 3 3 i �I Q w `� r w� U � < ZQp Q i--� 1 1 --------------------- i s o — --------------------------- --� o ir o z CD XISTING NATURAL GRADE +453.5' i ' 1 EXISTING NATUk GRADE +453.5' j �.>>3 3 (E) 453.5 �`-------------------------- -- ---- ------------------------------r� (E) 453.5 i 3 �' --------------------------------- ---- ------------- ___7 NATURAL GRADE SCOPE OF WORK 3 3 3 3 ; NATURAL GRADE i NORTH (REAR) ELEVATION 3 1/4"=V-0" EXTERIOR MATERIALS O1 PLASTER ASSEMBLY, 3 COAT, 7/8" THICK OVER 2 LAYERS OF GRADE "D" PAPER. FINISH COAT TO BE ACRYLIC, TEXTURE TO BE SMOOTH FINE GRAIN, PROVIDE SAMPLE FOR APPROVAL. O2 ASPHALT SHINGLE ROOF ASSEMBLY, CLASS A, 40 YEAR MIN. INSTALL PER MANUFACTURER'S INSTRUCTIONS, OVER 30# ROOF FELTS. O3 EFFECTIVE BIRD PROTECTION IN GLASS W/ 4BIRD-FRIT GLASS 2 TYP. 1 1 1 ; O 0 1 ' 1 N T- N I I 1 [El El Z (E) 1 , 1 , 1 I � U (E) (E) (E) (E) a U) Li Li 1 , 1 ' — - 1 3 3 CD 1 1 - 1 ——————— —————————— —1—— ————————————————————————————————————————————————————————————————————————————————————————— 1 , EXISTING NATURAL GRADE +453.5' ' - EXISTING NATURAL GRADE +453.5' /3'V (E) 453.5 3 (NATURAL GRADE U Q `-------------------------------------------' U SCOPE OF WORK z N w O FWEST(LEFT) ELEVATION REAR Z� cn w z 1/4"=V-0" U O d F— F-»- W Q I I I Q > El Lij J J W O I I I I I z W Z LLJ _�_�_� N - CD Ll T0- p z N �W) L u ❑ �E) w = LEFT o RIGH —J N J o W W N 0 N 0� I 0 Date/Revisions: 0 0 -0 26-22 03-07-22 w 05-11-22 a / 0 Q FRONT NORTH 07-06-22 U / i T (S) T 0 / Sheet o: c KEY PLAN .Q 0 I A - N.T.S. 4 . 1 N N W 02022-LOUIE LEU ARCHITECT INC. Community velopment Department U E Planniivision — Cupertino L CUPERTINO PPROVED CO L (3) t co Case# U =3 Ap{Ltk tion Numbers) O .N co Approva I Body: Direr or/Staff N Approva I Date 0 1/22 0 3. LU Signature Brian neniFlarkousha O V-- cM se Manager N N N N za (E) cM rn LLJ o Q O N < U ca LL LLJ c04 z LU CO 004 4 o z dj cM M LU o El El (E) El (E) N U (E) (E) (E) (E) (E) Itt o' D .� - -------------------------- ---- - ---- ------ --------. (E) 1 1 s a (E) 1 �r�:• z -— ————————————————————————————————————————————————— 1 1 i 1 w =EXISTING NATURAL GRADE +453.5 1 ; EXISTING NATURAL GRADE +453.5' - - - - - - - - - - 1 1 F.G-� SCOPE OF WORK �� �p EAST RIGHT ELEVATION EXTERIOR MATERIALS � 1-1/ co CD J Q W u7 N e w Q w U a zQ U a LUC o 1 4"=1'-0" O1 PLASTER ASSEMBLY, 3 COAT, 7/8" THICK OVER 2 LAYERS OF GRADE o w 30 MAX. "D" PAPER. FINISH COAT TO BE ACRYLIC, TEXTURE TO BE SMOOTH FINE O z O ---------------------------------------- GRAIN, PROVIDE SAMPLE FOR APPROVAL. 'L� X\ CD �" O2 ASPHALT SHINGLE ROOF ASSEMBLY, CLASS A, 40 YEAR MIN. INSTALL PER MANUFACTURER'S INSTRUCTIONS, OVER 30# ROOF FELTS. ' BUILDING ENVELOPE \ O3 EFFECTIVE BIRD PROTECTION IN GLASS W/ 4BIRD-FRIT GLASS � � > </ 12 J o - H ' .� ' ;r 12 LL r N II ■/ El-r^ ++ - - - - a cn w O J �I - _ ' Iw ui -. ._ -- -. - - - - -- - - -- - -14 - - - -_- - - - EXISTING NATURAL GRADE +453.5' EXISTING NATURAL GRADE W L3Y Z3 U Q N w z cn 3 REAR 0 w z NORTH(FRONT) ELEVATION _ _ � ° 1/4"=1'-O" TAKEN FROM (E) DRAWING. NO CHANGES ARE PROPOSED I I 1 1-4 TI } Q I I I I Q El I I I I lij W J J O I I I I � wE o n _ _�___� z z w pF�12 0 0 C� u Q z N (W) L o (E) w CD o LEFT RIGHT lij lij N 0 0 N m Date/Revisions: U 0 0 26-22 0 - 03-07-22 w 05-11-22 a / 0 U FRONT NORTH 07-06-22 / On 3 T (S) T P Sheet o: .Q KEY PLAN o N.T.S. A — 4 .2 (V (V a_ 02022-LOUIE LEU ARCHITECT INC. Community , velopment Department o E Plannin0 ivision — Cupertino L �CUPERTINO a PPROVEDcu c� L Case # D a_ -2022-005 U cu Aprfk tion Numbers) O N_ Z5 Approva I Body: Direr or/StafF Approval Date Oe l/22 0 Signature BriannAarkousha _o se Manager N C'N a� N C N o U) O� cy) o Lli > 0 Q O N i X < U cu C W LlicCN Un N N z O� U C z A-B rA N00 3.1 A 3.1 i(E)DS----- (E)Ds11 CD U I I O w � U G I -- ••.:•.r�-•`•_"•`.•^•�•t :BOIL©!�• �• oc", I�f�IE:•,:•��:�,_.__ �:'.���::� •:.• 'SGo �F1 I a REMOVE:' ...: ,• . I : ..: :. . :. ::. .:: It: cn I. I E ROOF I OUTLET TO ; '.::• :' .:.: : : : ' .:':' OUTLET TO F ROOF BELOW I'. :. ROOF BELOW GENERAL NOTES 3:1� ----- 00 A, PROVIDE VENTILATION FOR CALIFORNIA FRAMED AREAS & V v oo N J --y CD E) CHIMNEY L ��c1 r?. :. . ::• : '.::: :�: I OTHER CONCEALED SPACES PER CRC SECTION 806 r � Qw Q MINATION C .:1 . :.. I w a w Q U a o m I p U �� o� Uj F N RC?Q .. ::.: ::: I z M O L I 2 3:12 RELOCATE E 0B. INSTALL GRACE ICE AND WATERSHIELD FLEXIBLE MEMBRANE L��• - - - -- - - ��J:• POOL SOLAR 'L ,FLASHING � RIDGES, HIPS EAVES, VALLEYS, SKYLIGHTS & COVERING ROOF PROTRUSIONS, A 36" WIDE, 72# CAP SHEET SHALL BE . :. . . , .. . •. •. . ... . • . . ... .. .. . ... . . . .. . . . . • . :. . . .. • .• .•.. . (E) ROOF PLACED IN ALL VALLEYS PRIOR TO ANY OTHER UNDERLAYMENT O (E) ROOF ROOFING MATERIAL & AT LOW SLOPE ROOFS LESS THAN IL\ 3Y":12 PITCH \y/� ;' I (E) RIDGE ��`1 C. (N) ROOF DOWNSPOUTS TO TO BE DIRECTED TO SPLASH (E) SOLAR TO (E) SOLAR TO BLOCKS, MIN. 24 L. DIRECTED AWAY FROM BUILDING TO Z REMAIN (E) ROOF /o�Q REMOVE (E) CHIMNEY C4 �F REMAIN LANDSCAPE AREAS ---- - D. SEE TITLE 24 ENERGY COMPLIANCE SHEET FOR INSULATION REQUIREMENTS (E) ROOF o I 2 3:12 E. SEE STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION 3:12 3:12 I m I �Q1 ti/A I I I �14S (D O ti KEY NOTES N I Cv I I �F Lq O1 VELUX ELECTRIC "FRESH AIR", CURB MOUNT SKY LIGHT. p ap m I I <<F MODEL #VCE 46x46. Z W L)�� Lq 2 3:12 0, VELUX ELECTRIC "FRESH AIR", CURB MOUNT SKY LIGHT. o m <<� I MODEL #VCE 30X46. j m / w U Q B A 7 U A-3.1 A-3.1 w O Z '^ W ROOF PLAN w � Q � 01 4 8 16 w w pZ z a 1 - 0 o Q :EJ N LEGEND J LL O w w ('N O NEW ROOF FRAMED AREA, ASPHALT SHINGLES TO MATCH EXISTING 0 0. N I NEW IB PVC MEMBRANE ROOF, CLASS A, MIN. 1/4" PER FT. SLOPE W/ TAPERED Date/Revisions: a_ INSULATION 0 -26-22 0 03-07-22 05-11-22 7-06-22 / 0 a i O On P 0 / Sheet o: NORTH CD A - 5 . 1 N N Q_ ©2022-LOUIE LEU ARCHITECT INC. Community P velopment Department = o Plannin ivision - Cupertino U tUPERTINO PPROVED CO Case# DS -2022-005 vi Apr1 tion Number(s) O N GENERAL NOTES - LIGHTING co 5 Approva I Body: Direr or/Staff A. GENERAL HIGH EFFICACY LIGHTING IS DEFINED TO BE MINIMUM 40 LUMENS/WATT. OR GREATER. N o N Approva I Date _j 3. B. ALL LIGHT FIXTURE TYPES TO BE HIGH EFFICACY (I.E. PIN—BASED CFL; PULSE—START MH, HPS, Signature Briann"' arkousha GU-24 SOCKETS OTHER THAN LEDs, LED LUMINAIRES WITH INTEGRAL SOURCE, ETC. PER CEC � s anager TABLE 150.0—A. N N � 0 1/22 "' ------------------IOC _�O� 3 C. ALL PERMANENTLY INSTALLED HARD WIRED LIGHTING MUST BE HIGH EFFICACY LUMINAIRES U =3 & < /� ------ _ co Lli D. FANS TO BE ENERGY STAR CERTIFIED Q 00 o 1 N Q , r�, - (N) DECK LEGEND v l o cn r LLJ \ �L Sl_— — r __r r�0 cFi D c6 z 1 --' -------------' WP r, RECESSED CAN LIGHT FIXTURE LIGHT/ EXHAUST FAN UNIT, EACH N L�J FUNCTION SWITCHED SEPARATELY Uj CO N I 1 __ _ (E) FAMILY RM. J . N o I +10'-0" M' LOJ �/ `\ ���� 1 EXTERIOR RECESSED CAN LIGHT FIXTURE ' i ❑ INDICATES NOMINAL CEILING HT. I �� �� / \ �1 O WITH MOTION SENSOR AND PHOTOCELL ABOVE FINISH FLOOR M M F i (N) OFFICE ,�' ` 1 \�\ 1 1 I-Q WALL MOUNTED LIGHT FIXTURE HEIGHT $ SINGLE POLE SWITCH N 00 0 z I ' / I V 1 1 AS NOTED I y 1 +44" TYP. U.O.N. I 5 � �v O $3 3—WAY SWITCH 1 cFi CEILING SURFACE MOUNTED LIGHT 120V, +44 TYP . U.O.N.o Lr 4 0 O a I I 1 @--WP FIXTURE $ 4—WAY SWITCH � O �W ` i (N SUNROOM - 1 4 120V, +44 TYP. U.O.N. _\, I / PENDANT TYPE FIXTURE —�--- 0 $ DIMMER SWITCH -----�— ------- — — ------ ----�— �— — —/----- +44 TYP. U.O.N. z �O� \\� �� j \` �O� $� WEATHER PROOF SWITCH PENDANT FAN UNIT, „ Oj �� �\ ° SWITCHED SEPARATELY 120V, +44 TYP. U.O.N. $bc MANUAL—ON VACANCY L�� ,O�J02 �O�\ — -- /�0� \I SENSOR SWITCH N.CONTROLS �` 1 {Z} EXHAUST FAN IN �� (E) MASTER SUITE -- �- CIRCUIT LINE �. CO M o; nMeR p p v � C) J J (DI Q N �w w W ,_-------___ 3 GENERAL NOTES-POWER z M o it � Z \\ j A. PROVIDE AC/DC INTER—CONNECTED SMOKE/CARBON MONOXIDE DETECTORS IN THE BEDROOM, HALLWAYS �`�/ SAP U) LEADING TO BEDROOMS, AND @ EACH FLOOR LEVEL CENTRALLY LOCATED @ STAIRS. STATE FIRE MARSHAL APPROVED TO (E) SNITCHES $° rO� B. PROVIDE DEDICATED CIRCUITS FOR APPLIANCES INCLUDING WHIRLPOOL TUBS, SUB—ZERO REFRIGERATORS, FAU'S, i LAUNDRY (20 AMPS), LAUNDRY DRYER (30 AMPS) DISHWASHER, DISPOSAL, ETC. r------I (E) M.BATH I I I (E) KITCHEN C. ALL BRANCH CIRCUITS THAT SUPPLY 125—VOLT, 15 20 AMPERE OUTLETS FOR RECEPTACLES, LIGHTS & SMOKE I I I ALARMS INSTALLED IN DWELLING UNIT BEDROOMS SHALL BE PROTECTED BY AN ARC—FAULT CIRCUITMINTERRUPTER \\ I 0 (AFCI) LISTED TO PROVIDE PROTECTION OF THE ENTIRE BRANCH CIRCUIT PER 2010 CEC 210.12(B). (E) LIVING �� (E) DINING 1D 1 � � D. ALL 125—VOLT, 15—AND 20—AMPERE RECEPTACLE OUTLETS SHALL BE LISTED TAMPER—RESISTANT RECEPTACLES O PER CEC 406.11 (N) CLOS 0 (E) CLOSET LEGEND (E) PANTRY INDICATES NOMINAL CEILING HT. Y SWITCHED RECEPTACLE, 120 V, +12" AFCI PROTECTION, TYP. \LOB\ ® ABOVE FINISH FLOOR 1/2 TYP., U.O.N. W/ (E) CLOSET (E) LINEN DUPLEX CONVENIENCE RECEPTACLE DUPLEX CONVENIENCE RECEPTACLE, �TO (E) 120 V, +12" TYP. U.O.N. W/ AFCI 120 V, FLOOR OR HORIZ. LOCATION W/ AFCI FIELD VERIFY LOCATION PROTECTION, TYP. sD FOUR—PLEX CONVENIENCE RECEPTACLE PROTECTION, TYP. (E) CLOSET 120 V, +12" TYP. U.O.N. W/ AFCI ® 220V APPLIANCE OUTLET GFCI, HEIGHT PER ~o 0 PROTECTION, TYP. MANUFACTURER, U.O.N. T DUPLEX CONVENIENCE RECEPTACLE GFCI, DATA/PHONE/TV OUTLET N I i cFi 120 V, +12" TYP. U.O.N. ® +12" TYP. U.O.N. (E) GALLERY (E) GALLERY z DUPLEX CONVENIENCE RECEPTACLE GFCI, so SMOKE DETECTOR W/ CARBON MONOXIDE v cFi 120 V, +8" ABOVE COUNTER, U.O.N. ALARM HARDWIRED W/ BATTERY BACK—UP. STATE FIRE MARSHAL APPROVED. o v WEATHERPROOF RECEPTACLE GFCI, Cn (E) FOYER WP 120 V, +12" TYP., U.O.N. ELECTRIC VEHICLE CHARGER (E) (E) BEDROOM #2 (E) BATH #3 sD (E) BATH #4 (E) PWD. LIGHTING SPECS O LAMP _F =7 JUNO LIGHTING — LED RECESSED CAN FIXTURE, 4" NOMINAL 26W LED sD APERTURE W/ WHITE FINISH, (IC RATED) — IC 900 LUMEN (E) sD sD (E) GARAGE #2 IC1 LED(G409LM) 0 JUNO LIGHTING — LED RECESSED CAN FIXTURE FOR WET LOCATION, 15W LED w z Fs—D] 4" NOMINAL APERTURE W/ WHITE FINISH, (IC RATED) U U Q 0 z __J sD O APERTURE JUNO HTW/ WHITE LED FIN FINISH, (IC RATED)FIXTURE, 900 NOMINAL MEN FOR 15W LED W z OUTDOORS ICILED(G409LM) 2700 K 0 z (E BATH #2 — _ 0 (E) LAUNDRY 04 CEILING FAN/LIGHT, TO BE SELECTED BY OWNER, INSTALLED BY 26W LED VJ a F__ (E) BEDROOM #5 CONTRACTOR 1 � 1 U z: (D I..L (E) BEDROOM #4 ( O PANASONIC — WHISPER GREEN SELECT FAN 80CFM FV-08VQ5 _ Q _J O W J o ,�; INFRATECH W—SERIES SINGLE ELEMENT HEATERS, MODEL W-40, W O N z sD 0 FLUSH MOUNTED WITH CONCEALED FLANGE. Z Q Q 0 N Q 0 J w KEYNOTES W w N O 10 (E) OUTLETS AND LIGHTING TO REMAIN. NO CHANGES Q N On (E) BEDROOM #3 20 VERIFY (E) LIGHTS. REUSE IF POSSIBLE IN FORMER SHOWER. Date/Revisions: O 0 —26-22 3 a_ 03-07-22 i (E) GARAGE #1 24 05-11-22 0 POWER/LIGHTING PLAN 07-06-22 O On B 0 2 4 8' 0 / Sheet o: .Q CID A - 6 . 1 N N ©2022—LOUIE LEU ARCHITECT INC. Community velopment Department = E Planniivision - Cupertino 8'-10" rn EQ. EQ. EQ. WINDOW SCHEDULE CO co tUPERTINO PPROVED Case# ,_ » 5 6 3 0 2 0 5 0 2 0 4U o N Ap{ tion Numbers) _ FIXED FIXED FIXED LU co =3 Approva I Body: Direr or/Staff z ,.a cA z v5 U Approval Date O f l/22 �`� ` 3 Z 3 � z 0 3. w �\ q q x d N d 3. Signature Briann®Fjarkousha FIXED , FIXED IXE `i Zp Z '� C a i cM se Manager04 o o o N 3 z3 a a c� H x N z 00 00 ' 00 +Ul MAIN HOUSE CO M a + Al 5'-6" X 5'-0" OFFICE 1,3 Lli0 0 0 0 > 00 A2 3'-0" X 5'-0" OFFICE 2,3 N � w A3 2'-0" X 5'-0" OFFICE 1,3 U X w aco A4 5'-0" X 5'-0" OFFICE 1,3 co LL Lli Al A2 A3 A4 A5 A6 A7 A8 A5 2'-0" X 5'-0" OFFICE 1,3 CO N zo HINGED FRENCH A6 l'-4" X 5'-0" OFFICE 2,3 N DOOR Z A7 2'-8" X 8'-0" OFFICE 2,3 cD M A8 8'-10" X 2 �'-0" OFFICE 2 N 00c/) 31'-0" z 2 '-2" z 4'-10" A9 31'-0" X ll'-O" SUNROOM 2,3 0 o A10 20'-4" X 9'-0" LIVING/DINING ROOM 2 t EQ. EQ. EQ. EQ.It d o Al PR. 3'-0" X 8'-0" SUNROOM 2 w Al2 PR. 3'-0" X 8'-0" NOOK 2,3 � I < z FIXED > g I I <1 bi 0 (D I� �X\�� 'Ldo o FIXED POCKET � o J V 00 N J / co Q w (, Z o Q � N �W w 1> PCD �� z ccnn A9 20'-4" EQ EQ EQ EQ I �I of POCKET POCKET 0 0 m ao 00 O O N I I Z U A10 A11 BRENOCH DOOR Al2 SLIDER o v d Cn WINDOW TYPES - AS VIEWED FROM OUTSIDE w C) Z w Z GENERAL NOTES 0 F- w w♦^ A. GLAZING SHALL BE RESISTANT TO HUMAN IMPACT FORCES PER C.B.C. SECTION-2406. V) d J VERIFY DOOR SWING DIRECTION PER FLOOR PLANS w U D 0 B. FIELD VERIFY ALL WINDOW OPENINGS AND DIMENSIONS PRIOR TO ORDERING WINDOWS 0. Q W E w w Z U 12 Z 0 ocy) cn N w0 Q O N —j 0 N w w c\ z GLASS ASSEMBLIES 0 � N 1. INSULATED GLASS TEMPERED, EXTERIOR SIDE AIRSPACE WITH ARGON GAS, LOW 'E' 2. INSULATED GLASS TEMPERED BOTH PANES, AIRSPACE WITH ARGON GAS, LOW 'E' Date/Revisions: 0 -26-22 0 3. GLASS SHALL MEET BIRD SAFE REQUIREMENT. PER SECTION 19.102.030 GLASS SHALL HAVE 4BIRDFRIT EFFECTIVE BIRD PROTECTION 3 ii!o 3-07-22 5-11-22 a / U REMARKS / O On 6 Sheet o: .Q 0 r, 7 . 1 CD N N ©2022—LOUIE LEU ARCHITECT INC. Community P velopment Department = o Plannin ivision - Cupertino U tUPERTINO PPROVED CO Case# Ellf -2022-005 vi Apr1j tion Numbers) 3 O N Ei 3 UNDERSIDE OF p Approva I Body: Direr or/Staff STRUCTURE LU Approval Date O f l/22 2 2 CANT STRIP 0 3. Signature BriannAarkousha TAPERED INSULATION o se Manager (�J M a TOP OF WALL 80 MIL. PVC ROOF N � N C/) 1 PLYWOOD SHEATHING S.S.D. MEMBRANE ASSEMBLY c\l U =3 o N Cn M CO:Do o O1 ONE HOUR WALL ASSEMBLY. 5/8" TYPE X GYP. BD. PER G.A. FILE # WP 3660. ____________________ __ ________________ > 00 o PLAN Q It O2 THRU PENETRANT- X a ONE METALLIC PIPE, CONDUIT OR TUBING TO BE INSTALLED EITHER CONCENTRICALLY OR \ U ILL w ECCENTRICALLY WITHIN THE FIRESTOP SYSTEM. THE ANNULAR SPACE BETWEEN THE PIPE, CONDUIT OR TUBE AND THE PERIPHERY OF THE OPENING SHALL BE MIN 0 INCHES (POINT N CONTACT) TO MAX 2" PIPE, CONDUIT OR TUBE TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF 14" S LIDS, S. . . CO N z THE WALL ASSEMBLY. THE FOLLOWING TYPES AND SIZES OF METALLIC PIPES, CONDUITS AND N TUBES MAY BE USED: T Z F— 5/8" "TYPE X" GYP. BD. FULL - CD U A. STEEL PIPE - NOM. 8' DIA. (OR SMALLER) SCHEDULE 5 (OR HEAVIER) STEEL HEIGHT BOTH SIDES W/ 1 1/4" `� N CIO� TYPE W DRYWALL SCREWS 12" O.C. i 00 PIPE.O B. IRON PIPE - NOM. 8" DIA. (OR SMALLER) CAST OR DUCTILE IRON PIPE. JOINTS STAGGERED 16" ON C' OPPOSITE SIDES. C. CONDUIT - NOM. 6" DIA. (OR SMALLER) RIGID STEEL CONDUIT, NOM. 4" DIA Aft (OR SMALLER) STEEL ELECTRICAL METALLIC TUBING (EMT) OR NOM. 4" DIA. (OR BOTTOM OF WALL � t SMALLER) FLEXIBLE STEEL CONDUIT. 1 D. COPPER PIPE - NOM. 4" DIA. (OR SMALLER) REGULAR (OR HEAVIER) COPPER 2Y" X 11 PIPE. a E. COPPER TUBING - NOM. 4" DIA. (OR SMALLER) TYPE L (OR HEAVIER) COPPER 1%" X 11Y4" cf) TUBING. CEMENT PLASTER WALL ASSEMBLY: 3 COAT PLASTER, TYPE OF PENETRANT MAX. DIA. T RATING 8" MIN. THICKNESS W STEEL OR IRON PIPE, STEEL CONDUIT OR EMT 2" 1 HR A= 7/ / PAPER BACKED LATH, 0/ 2 STEEL OR IRON PIPE, STEEL CONDUIT OR EMT 8" 3/4 HR I LAYERS, GRADE D BUILDING FELTS COPPER PIPE OR TUBE 4" 1/4 HR \X\ < CONTINUOUS CONC. �'� 00 � OFILL VOID OR CAVITY MATERIAL (BEARING UL CLASSIFICATION MARK) - SEALANT - MIN 5/8" FOOTING BELOW v oo N THICKNESS OF FILL MATERIAL APPLIED WITHIN ANNULUS, FLUSH WITH BOTH SURFACES OF WALL DIM. PER ROOF PLAN Q a w a Z~ U a ASSEMBLY. AT POINT CONTACT LOCATION, MIN. " DIA. BEAD OF FILL MATERIAL APPLIED AT p " �� METALLIC PIPE/GYPSUM BOARD INTERFACE ON BOTH SURFACES OF WALL. z M O PIPE & TUBE WALL PENETRATION QGTT�����������NE HOUR WALL DETAIL RAKE W/ OVERHANG 6z 1" = 1 1/2'° A FILE N0. WP 3514 1-1/2" = 1'-0" 1 1/2" - 1'-0" rr----1L---T li u u I I I I I u u I I u u I I u u WINDOW ii WINDOW II 4 II ROUGH-IN II ROUGH-IN II OPENING II (1) LAYER WINDOW OPENING �(1) LAYER WINDOW II II FLASHING FLASHING 3 4 II SILL II nl a nl z i 3 2 �- 2 STEP #1 STEP�k2 BUILDING PAPER D (1) LAYER WINDOW 1 FLASHING ------- T I I N +r O1 ONE HOUR WALL ASSEMBLY. 5/8" TYPE X GYP. BD. PER G.A. FILE # WP 3660. MIN. i i I iJ C N Z I I O THRU PENETRANT- -�� :� r� I 5/8" TYPE 'X' GYP. BD. Z Q ONE METALLIC PIPE, CONDUIT OR TUBING TO BE INSTALLED EITHER CONCENTRICALLY OR i �. U.O.N. ECCENTRICALLY WITHIN THE FIRESTOP SYSTEM. THE ANNULAR SPACE BETWEEN THE PIPE, B I o CONDUIT OR TUBE AND THE PERIPHERY OF THE OPENING SHALL BE MIN 0 INCHES (POINT I I BAIT INSULATION ) c i CONTACT) TO MAX 2" PIPE, CONDUIT OR TUBE TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF ---- I, rl----- I 2X STUD'S AT 16" O.C. THE WALL ASSEMBLY. THE FOLLOWING TYPES AND SIZES OF METALLIC PIPES, CONDUITS AND o _______ I INSULATION PER TITLE 24 TUBES MAY BE USED: I PLYWOOD, S.S.D. �� - A I. A. STEEL PIPE - NOM. 6' DIA. (OR SMALLER) SCHEDULE 5 (OR HEAVIER) STEEL STEP#3 PIPE. CEMENT PLASTER I B. IRON PIPE - NOM. 6" DIA. (OR SMALLER) CAST OR DUCTILE IRON PIPE. ASSEMBLY, 7/8"-3 COAT I. C. COPPER PIPE - NOM. 4" DIA. OR SMALLER REGULAR OR HEAVIER COPPER WINDOW FLASHING STEP#4 PLASTER 0/ (2) LAYERS ( ) ( ) OF GRADE D PAPER, TYP. I PIPE. WinFlash.dw N.T.S. I TYP. BASE AT INTERIOR. D. COPPER TUBING - NOM. 4" DIA. (OR SMALLER) TYPE L (OR HEAVIER) COPPER ( g� SHAPE TO BE DETERMINED TUBING. NOTE: ANNULAR SPACES I , AROUND PIPES, ELECTRIC O3 PIPE COVERINGS - ONE OF THE FOLLOWING TYPES SHALL BE USED: CABLES, CONDUITS OR OTHER FIN. FLOOR AS OCCURS. IJ 1 LJ A. PIPE AND EQUIPMENT COVERING MATERIALS - NOM. 2" THICK HOLLOW OPENINGS IN SOLE/BOTTOM ) PLATES AT EXT. WALLS SHALL � f , U CYLINDRICAL HEAVY DENSITY (MIN. 3.5PCF) GLASS FIBER UNITS JACKETED ON THE BE PROTECTED AGAINST THE j v OUTSIDE WITH AN ALL SERVICE JACKET. LONGITUDINAL JOINTS SEALED WITH METAL PASSAGE OF RODENTS BY j- z FASTENERS OR FACTORY-APPLIED SELF-SEATING LAP TAPE. TRANSVERSE JOINTS CLOSING SUCH OPENINGS WITH j CEMENT MORTAR, CONCRETE Z SECURED WITH METAL FASTENERS OR BUTT TAPE SUPPLIED WITH THE PRODUCT. T „ TYP. ROOF ASSEMBLY 0/ MASONRY OR A SIMILAR `j ANNULAR SPACE SHALL BE MIN. 0 (POINT CONTACT) TO MAX 1-1/2" (SEE U.L. UNDERLAYMENT AND SHEATHING METHOD ACCEPTABLE TO THE I Q H MANUAL FOR APPROVED PIPE AND EQUIPMENT COVERING MATERIALS). ENFORCING AGENCY PER L 3 A. SILL w B. PIPE COVERING MATERIALS - NOM. 2" THICK UNFACED MINERAL FIBER 1" MIN. CLEARANCE BETWEEN / A. 'S, S.S.D. w CALGREEN SECTION 4.406.1 I ♦^ a INSULATION HAVING A NOM. DENSITY OF 3.6 PCF (OR HEAVIER) AND SIZED TO THE THE INSULATION & THE ROOF DECK I V) OUTSIDE DIA. OF PIPE OR TUBE. PIPE INSULATION SECURED WITH MIN. NO. 8 AWG IW U STEEL WIRE SPACED MAX 12" O.C. INSULATION BAFFLE WHERE OCCURS SCREENED FOUNDATION �� IC. SHEATHING MATERIAL - USED IN CONJUNCTION WITH ITEM 3B. VENTS -SEE VENTILATION I < CALCUTATIONS, HOLD j FOIL-SCRIM-KRAFT OR ALL SERVICE JACKET MATERIAL SHALL BE WRAPPED AROUND (2) LAYERS OF 30# ROOFING FELTS, TYP. INSULATION BACK WHERE E THE OUTER CIRCUMFERENCE OF THE PIPE INSULATION (ITEM 3B) WITH THE KRAFT OCCURS W J SIDE EXPOSED. LONGITUDINAL JOINTS AND TRANSVERSE JOINTS SEALED WITH METAL 4 x 14 SCREENED VENT WHERE I z Uj Z �0 FASTENERS OR BUTT TAPE. ANNULAR SPACE SHALL BE MIN. 0" (POINT CONTACT) REQUIRED. SEE VENT CALLS. T.O.C. I I I Q O I TO MAX 1-1/2" (SEE U.L. MANUAL FOR APPROVED SHEATHING MATERIALS. I 2 N 1 X 'V' GROOVE I j j W Q __J o @ EXPOSED EAVE N I CONCRETE cl� OWEEP SCREED II 4 FILL VOID OR CAVITY MATERIAL (BEARING UL CLASSIFICATION MARK) - SEALANT - MIN 5/8" 4� I I p FNDTN., S.S.D. ,J THICKNESS OF FILL MATERIAL APPLIED WITHIN ANNULUS, FLUSH WITH BOTH SURFACES OF WALL o I I p w N o ASSEMBLY. AT POINT CONTACT LOCATION, MIN. 1" DIA. BEAD OF FILL MATERIAL APPLIED AT 5" < p I I CV w I METALLIC PIPE/GYPSUM BOARD INTERFACE ON BOTH SURFACES OF WALL. cx co ® p Q 0. N METAL INSUL. PIPE & TUBE WALL PENETRATION TO MATCH FASCIA, II 7 TO MATCH FASCIA, GRADE p 2" CONT. VENT. SHAPE TO BE Date/Revisions: j 1" = 1 1/2" 0.x DETERMINED, PROVIDE p cn CONTINUOUS LEAF \ \ \ /\\�/ 0 -26-22 'o GUARD SCREEN p cx CEMENT PLASTER WALL ASSEMBLY 7/8" - 3 COAT PLASTER / / / / 03-07-22 0/2 LAYERS GRADE 'D' PAPER, TYP. \\ \\ \\ \\ 05-11-22 00 TO MATCH (E) 07-06-22 01 5 EAVE DETAIL AT SHINGLE ROOF 2 TYPICAL PERIMETER FOUNDATION DET. o _ eave-01 .dwg 1 1/2 1,_0 (Fperi-1.dwg) 3 =1,—o Sheet No: .Q 0 0 A - 8 . 1 I r, (V (V O_ ©2022-LOUIE LEU ARCHITECT INC. lo O LLJ W ., ; ' �, �-- 4 y� 000 - W cr) Lij LL LL w � (� z C� .. Gr1 0 I SAINT-GOBAIN BUILDING GLASS Community Development Department Planning Division — Cupertino tuPEarlNa 4al - OCase# rit PP 0 nT-M&BIRD PROTECTION IN GLASS Approval Body: 14� IT.- tWURE WITH SCREEN-PRINTS Approva I Date 09/21/22 ccor ing to the American Bird Conservancy(ABC),each year up to 1 billion birds die after hitting glass surfaces Signature Brianhethaeldda a"'The reasons why birds hit windows and glass facades are diverse-not to say that a sparrow as a d a r A W1tpnon o1 glass than a pigeon.In general,there are two,seemingly contradicting reasons why birds may co lide ith glass but that are unique to the material in itself:reflectivity and transparency All glasses,of course•reflect the(natural)surroundings of their buildings-from the sky with its clouds down to bushes and trees in nearby streets or parks-which obviously presents to birds the continuity of their local habitat with_safe routes,shelter,and possible food ahead"-Likewise,the same perception may occur to birds if for them the glass seems to be transparent-especially corner glazings,skywalks or glass walls are known threats to birds. With the 4BIRD`Product family,SAINT-GOBAIN BUILDING GLASS offers a range of solar control glasses with a special focus on an effective bird protection,offering sustainable solutions for both the preservation of the biodl- versity and a wiser energy consumption of building,while keeping a homogeneous and neutral external aesthetic. abcbirds orgiglasS-ccl[iSiens/vthy-birds-hit-glass sfp€annirg.org/standards-bird-safe-puddings s i � Statue of Liberty t•rluseurn.New York,USA; Arch tect:FX collaborative.Brooklyn.Photogra- pher c Dav,d Sundberg/Esto,Brooklyn ' t cc or iero-r-iof v•:=r r 1:QJ a. rch[rot l r��•;h oO,k C[..rt V• i rn =•f ;'.,rnpl rr I� d m _ m u O a O O N 0 2 /SAINT-GOBAIN BUILDING GLASS Community Development Department Planning Division — Cupertino CUPERTINO APPROVED Case# DIR-2022-005 4BIRD Ft'It s a series of specifi ally screen-printed pattern on#1,#2 or#3 together with selected annealed or to-be-tem- Approva I Body: ll�o0111 6aWar control coatings on#2(respectively#4 of laminated glass)or#3 by SAINT-GOBAIN Approva I Date d�g�jc��Z�the glazing configuration The products comply with all currently known local regulations and natio- na a ii ahn s ThPv ml cA the rarnnnr7ed 20 and 2x4'r rules and tighter mandatory or voluntary regulations like LEED PI of Credi #55:Bird Collision Deterrence Signature Brianne arkousna Manager AESTHETICS COMFORT VERSATILITY The low,external reflection as Offering all the benefits of With a full range of possibilities, well as the colour-neutral external COOL-LITE solar control glass, there are solutions available for all appearance of the COOL-LITE' with extreme transparency and projects,dealing with different re- products associated with a subtle neutrality to get as much as natural quested efficiency.aimed aesthetic pattern create an excellent combs- daylight as possible all year round or targeted budget. nation of function and aesthetics, with all Its benefits for both,your The versatility of COOL-LITE'SKN thus offering a smooth and homo- power consumption and your 183 II is opening new opportunities geneous facade design and taking health.And with highly efficient,all and offers among other simpler care of both:bird protection and time sun protection and excellent compositions with efficient bird comfort of the user, - insulation to reduce the energy protection and good performances. consumption and associated cost. 1 A screen-panted r�attern 1 SCreen-pr�nrea patierto • 3 So'dr rc,ntrol coat,ng • nn;72 i• on#2 . or,42 a e + COOL-LITE SKN 17611 O Solar contrc rnaTmn 6�dr Correoi ceating • COOL-L1TE SKN 1831€ on#3 + n ill - COOL-LITE XTREME 70/3311 _ or.�y vntY•. � rd.^r*,rfrrr�--i;,'ii • COOL-LITE SKN 183 11 • COOL-LITE SKN 17611 • + screer..pr,nre�»�tt.-rr, • COOL-LITE SKN 1a311 • Or:#3 COOL-LITE XTREME 6V2911 ` • COOL-LITE XTREME 70/3.311 ■ i off-set dots(413F-1) aligned dots(451 aligned dots(41 06 min Ui5-) 66 min(1,5.7 06 mm(1,-5-) DESIGNS 50,50 rnm(2-2"} 50-TOO mm(2-4-} 50x50 min(2x2') white.grey',black white.grel black white,grey',black + , + Several designs are possible with off- set or aligned dots as well as lines Here 0� , • • 5o are presented some possible design 0 o complying with regulations. so Lo C1, • Customized designs are available on • request AVAILABILITIES off-set dots(48F-4) horizontal lines(413F-5) vertical lines of dets(40E-6) thickness 6-12 mm(1/4 -7/16") oe rr,r,11.! rm•1 r I : [•r n�� l r i, size 6,000x3,216 mm(235"x126') .a r•v 1.1 5G rr, _ -..7 -1 „1,t - t:, 1 :;1 .:r..• 1 ,..r �i .€" , substrate PLANICLEAR'.DIAl • s • • • • SS SAINT-GOBAIN BUILDING GLASS/3 Community Develolamill De partme #�� - Planning Divi upertino \\! ~ CUPERTINO AP,I� D;,Frit f .,A M E R I CA N BIRD Case# DIR-2022-005 l CONSERVANCY Application Numbers) American Bird Conservancy (ABC) has evaluated several 4BIRD-'Frit configurations and Approva I Body: � a��atisfied ABC's criterion for bird-friendly glass orrespon jng aterial Threat Factors (TF) have been given. Approval Date 09/21/22 paque ME pacer,,u,r#2 and coating behind the pattern on clear or low-iron glass Signature Brianne Harkousha Overall outdoor reflection of the assembly<15% Case Manager 4BF-i 48F-2 4BF-3 48F-4 4BF-5 48F-6 Off-set dots Aligned dots Aligned dots Off-set dots Horizontal Vertical lines (2"x2") (2"x4") (2"x2") (12") lines of dots , so �sr t Dots 06 mm Dots 06'n ) Dots 06 mm Dots 06 mr-r Line tnlc k 6 IT.m Dots 06 wrr Pattern spacrng, Pattern soacina Pattern spacing Pattem spacrna' Pattern spvcrnp Pattern soacww 5Ox50 mrn(2x2') 50xfOO n m(2x4) SOx5C min(2x27 25x25 rwn(<2') 50 rrnrn(2: 3.2x3t?^r.(1/8A ) Material Threat Material Threat Material Threat Material Threat Material Threat Material Threat Factor(TF)=20 Factor(TF)=25 Factor(TF)=20 Factor(TF)=25 Factor(TF)=20 Factor(TF)=26 MAKING Together with and for our customers, we design, manufacture and distribute materials and THE WORLD solutions that have a positive impact on everyone's life and provide well-being, quality of A BETTER life and performance, while caring for the planet. E HOME E 0 } This commitment is driving our Glass Forever program, with the help of all our stakeholders, employees, customers, partners, and suppliers. GLASSFrom small seeds to big rivers, our vision is to grow our business FOREVER and to differentiate, while improving our environmental footprint and increasing our contribution to people's wellbeing. 0 Saint-Gobain Building Glass issued 18 verified Environmental Product Declarations (EPD), covering more than 165 different ��D glazing configurations. They describe in detail the glazing's environmental footprint, from ERIFIEQ raw material extraction to exiting the plant. Today, this is one of the key requirements for green building certificates like LEER, BREEAM, DGNB and HQE. P I (V 0 5AI NT-GOBAI N N SAINT-GOBAIN BUILDING GLASS Saint-Gobain Tower- T2 place de I'Iris• F-92400 Courbevoie www.saint-gobain-glass.com Community Development Department Planning Division - Cupertino CUPERTIP 0 APPROVED Case D I R-2022-005 Application Number(s) Apprc va I Body: Director/Staff Apprc va I Date 09/21/22 Signal ure Brianne Harkousha Case Manager N 83'59'42" W 104.53' (A) PARCEL DATA: APN: 342-58-007 AREA: 30,622 SF PRIVATE OPEN SPACE REFERENCES (A) 705-M-19 ems,, LOT 7 TRACT NO. 9054 \ OAK VALLEY UNIT 1 705-M-13 TO 22 ELEVATION DATUM ELEVATIONS ARE DERIVED FROM A GPS READING AND BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988, ELEVATIONS HAVE NOT BEEN TIED TO A PUBLISHED BENCHMARK. N 7g.37 01 W 10 � ao 5.69' N �g•0�'39 00 04 o BASIS OF BEARINGS 0 04 o BEARINGS ARE BASED UPON THE CENTER LINE OF `" rn HAMMOND WAY AS SHOWN ON THAT CERTAIN MAP O N S455.89 TEP/ 455.92 N 2.5 SQ G w RECORDED IN BOOK 705 OF MAPS AT PAGE 19, SANTA 455.73 o CLARA COUNTY RECORDS STEP O 455.98 DECK 3 DECK 5 N NORTH 77` 43' 30" WEST LOT 6 O TRACT NO. 9054 10.0' z OAK VALLEY UNIT 1 SILL77 ,4ss.s8 705-M-13 TO 22 SILL 78 G 10.1' LOT 8 TRACT NO. 9054 457.75 457.73 OAK VALLEY UNIT 1 SILL F SILL 705-M-13 TO 22 NOTES Z g A TITLE REPORT WAS NOT PROVIDED FOR THIS SURVEY. con EASEMENTS SHOWN, IF ANY, ARE COMPILED FROM m n RECORD MAPS AND THE CURRENT DEED FOR THE z 59 457.83 m y FF PROPERTY. THERE MAY BE ADDITIONAL EASEMENTS m THAT BURDEN OR BENEFIT THE SUBJECT PROPERTY _ m THAT WOULD ONLY BE REVEALED ON A TITLE REPORT. 457.42 LAND 455.97 \ GA FF GAR \ 455.91 10.1' G \ FF .90 GA 10.1' FF GAR \ G55.23 STEP 4 455.86 � 33.3' G I 43'30 n W 40 90, 41.8' 49.96, (A) (A) FD MONUMENT SCALE PER (A) i N 77. 20 0 10 20 40 80 43'3p• � 13.5' PUE & PAE W 1p5.97' _ _ ( IN FEET ) ABBREVIATIONS _ 1 inch = 20 ft. PAE - PUBLIC UACCESS EASEMENT H A N 0 W _ PUE - PUBLIC UTILITY EASEMENT \ — / M O 1V D 24o.1p, (A) WCE - WIRE CLEARANCE EASEMENT W SIDE _ STORM DRAIN EASAEMENT A ICV IRRIGATION CONTROL VALVE CNC- CONCRETE FNC - FENCE FD MONUMENT TBC - TOP BACK OF CURB PER (A) AE - ANCHOR EASEMENT OH - OVERHEAD UTILITY LINES HB - HOSE BIB Q LADSU FC - FACE OF CURB S� FS - FACE OF STAIR �� J�� ��ti�GF0 DL - DRIP LINE SL - SHRUB LINE * 5615 G - GROUND P - PLANTER s� \Q CURT G. DUNBAR yT o�� F of CAL\F ALPHA LAND SURVEYS, INC. 4444 SCOTTS VALLEY DR. #7 P.O. BOX 1146 BOUNDARY & MAP OF SHEET SCOTTS VALLEY, CA 95066 MORGAN HILL, CA 95038 22229 HAMMOND WAY 1 (831) 438-4453 (831) 438-4453 CITY OF CUPERTINO 1" = 20' 1 DATE: 5/26/2022 JOB#: 2022-096 SANTA CLARA COUNTY OF ONE