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Home My WebLink AboutRM-2025-009 - A-1 Site PlanABBREVIATIONS POUND OR NUMBER GALV GALVANIZED & AND GWB GYPSUM WALL BOARD AT HI HIGH AD AREA DRAIN HP HIGH POINT AFF ABOVE FINISHED FLOOR HR HOUR ALUM ALUMINUM HVAC HEATING, VENTILATING, AND AIR CONDITIONING BD BUILDING DEPARTMENT INSUL INSULATED OR INSULATION BSMT BASEMENT INT INTERIOR BYND BEYOND LO LOW DOT BOTTOM MAX MAXIMUM GHNL CHANNEL MECH MECHANICAL CJ CONTROL JOINT MEMBR MEMBRANE GLG CEILING MIN MINIMUM CLR CLEAR MIL METAL CMU CONCRETE MASONRY UNIT OC ON CENTER COL COLUMN PCC PRE -CAST CONCRETE CONC CONCRETE PD PLANNING DEPARTMENT CONT CONTINUOUS PLUMB PLUMBING DBL DOUBLE PLYD PLYWOOD DEMO DEMOLISH OR DEMOLITION PT PRESSURE TREATED DIA DIAMETER PVC POLYVINYL CHLORIDE DIM DIMENSION REDD REQUIRED ON DOWN RM ROOM SIN SIMILAR DR DOOR SPEC SPECIFIED OR SPECIFICATION DWG DRAWING SPK SPRINKLER OR SPEAKER EA EACH SSTL STAINLESS STEEL EJ EXPANSION JOINT SIC SOUND TRANSMISSION COEFFICIENT EL ELEVATION STL STEEL ELEC ELECTRICAL S STRUCTURE OR STRUCTURAL ELEV ELEVATOR OR ELEVATION T&G TOONGGUEUE AND GROOVE EQ EQUAL TELE TELEPHONE EXIST EXISTING TLT TOILET EXP JT EXPANSION JOINT TO TOP OF EXT EXTERIOR TOP TOP OF PLATE FD FLOOR DRAIN OR FIRE DEPARTMENT TYP TYPICAL FEC FIRE EXTINGUISHER CABINET UNO UNLESS NOTED OTHERWISE FIXT FIXTURE VIP VERIFY IN FIELD FEB FLOOR Wl WITH FND FOUNDATION WD WOOD GA GAUGE NOTES, 1) CONGRI=TE-ENGAGED 6ROUNDIN6 5+4N.. COMPLY M ►EG, SEC. 25O 6 OTHER APFUGA5L.E CO2) 6ROUNDW6 GLAt4• 5 5NN..I. ee LISTL-'D FOR THE MATTRlALS ON` THE 6ROUNDIN& ELEGTROL'JE • THE 6RO. VIN& ELECTRODE CONDUCTOR 6 N1 USED ON PIPE, ROD OR OTHER BURIED ELECTRODES SHALL BE LISTED FOR DIRECT SOIL e1JPJAL; 5) NOT P4 RE TNVW ONE CONDUCTOR SHALL BE GONIGGTgD TO THE 6RO JlvIN6 ELECTRODE 8Y A SD46Le GLANF OR FITTR* UN&E56 TNe GLAFP OR Frrn & 19 L15TEP FOR MIA.TIPLE CONIDUGTORS, 4.) 6ROUtDII- GLAA#•9 SHALL COMPLY PITH NEC, SEC. 250-115. 6ROUNlDIN6 ELECTRODE GON62UCTOR DOES NOT 1:- HAVE TO eE LARbL-it THAN '4 COPPER 6ROUNIO N& ELECTRODE f1'EC, SSEC' . 27O-44. GON4DUGTOR EX NOB. 16 2 Ib)) E 6ROMIDiN6 6Rr6 AlMDRELECTRODE GL AF4• DEVICE �• NIO*E'TALIC CONCRETE FO,R4DATI'ON n n a $4 At+tb OR LAR6E7t C-� DAM COPPER N _ ,_ GO UX.TOR OR DIRECT 111F' III �II1 =�I jf I 11 t=ltlt= ST®. AlEn4FORGlt4Ci CONTAG7 I( _ if 7� Ill llifii ll i% �, t ;((>1= Ir" SIAM OR ROD Vii PV MARTfa i.e THAN 112• DIA. .2O' -O' MIN, SGAI.L: 9/4 a r-0 7 GONC.RET! ENCASED 6VUNDIN& ROD SANITARY DISTRICT 1. INSTALL NEW PROPERTY LINE CLEANOUT TO DISTRICT'S STANDARDS. SEE ATTACHED DETAIL. PROPERTY LINECLEANOUT MUST BE WITHIN 5 FEET OF THE PROPERTY LINE. CLEANOUT SHALL BE THE SAME DIAMETER AS THE STREET PORTION OF THE SERVICE LATERAL. GRAVITY LATERAL IS 4" DIAMETER. (O.C. 4101) 2. EXISTING SANITARY SEWER LATERAL SHALL BE DISCONNECTED AND CAPPED IN THE PRESENCE OF A DISTRICT INSPECTOR. OWNER TO CALL THE DISTRICT AT LEAST 48 HOURS PRIOR TO WORK TO SCHEDULE AND DISTRICTINSPECTOR. (O.C. 5203) 3. CUPERTINO SANITARY DISTRICT INITIAL (VISUAL) INSPECTION REQUIRED. CONTRACTOR SHALL LEAVE NEW PIPE INSTALLATION EXPOSED. DO NOT BACKFILL. OWNER TO CONTACT DISTRICT 48 HOURS PRIOR TO SCHEDULING A DISTRICT INSPECTOR FOR A VISUAL INSPECTION. (O.C. 5203) 4. CUPERTINO SANITARY DISTRICT FINAL (CCTV) INSPECTION AND APPROVAL OF THE NEW PROPERTY LINE CLEANOUT, POINT OF CONNECTION, AND DISTRICT LATERAL IS REQUIRED PRIOR TO CLEARANCE FOR CITY OF CUPERTINO FINAL INSPECTION. OWNER MUST ALLOW DISTRICT AT LEAST 48 HOURS' NOTICE TO SCHEDULE A DISTRICT INSPECTOR FOR A VIDEO INSPECTION. DISTRICT TO PROVIDE BUILDING DEPARTMENT WITH WRITTEN NOTIFICATION UPON COMPLETION OF INSPECTION. (O.C. 7102) 5. STORM WATER SURFACE OR ROOF DRAINS AND OTHER GENERAL SURFACE WATER RUNOFF, SHALL NOT BE DISCHARGED TO THE SANITARY SEWER. 6. THE CUPERTINO SANITARY DISTRICT RECOMMENDS INSTALLING THE REQUIRED IMPROVEMENTS NEAR THE BEGINNING OF THE PROJECT IN CASE ANY UNFORESEEN ISSUES ARISE WITH THE INSTALLATIONS. 7. THE APPLICANT MAY POTENTIALLY BE REQUIRED TO UPGRADE THEIR SANITARY SEWER LOWER LATERAL IF THE DISTRICT FINDS THE STRUCTURAL CONDITIONS OF THE PIPE TO BE UNSATISFACTORY. 8. PROPERTY WILL BE PLACED ON NEXT FISCAL YEAR'S SANTA CLARA COUNTY PROPERTY TAXES FOR DISTRICT'S SEWER SERVICE FEES. • Storm water surface or roof drains and other general surface water runoff shall not be discharged to the sanitary sewer - • The Cupertino Sanitary District recommends installing the required improvements near the beginning of the project in case any unforeseen issues arise with the installations- • The applicant may potentially be required to upgrade their sanitary sewer lower lateral if the District finds the structural conditions of the pipe to be unsatisfactory. EXT. OUTDOOR LIGHT LIGHTING FEATURES: DARK SKY (CUPERTINO MUNICIPAL CODE SECTION 'FEIT ELECTRIC' 50 -WATT EQUIVALENT LED LIGHT BULB 19.102.040 OUTDOOR LIGHTING REQUIREMENTS) PAR20 SHAPE LIGHT BULB WITH MEDIUM (E26) BASE OUTDOOR LIGHTING MUST BE FULLY SHIELDED IDEAL FOR RECESS AND TRACK LIGHTING APPLICATIONS FIXTURES, DIRECTED DOWNWARD TO MEET PARTICULAR FULL RANGE DIMMING WITH EVEN LIGHT DISTRIBUTION NEED AWAY FROM ADJACENT PROPERTIES AND BRIGHTNESS: 450 LUMENS RIGHTS -OF -WAYS TO AVOID LIGHT TRESPASS. LIGHT APPEARANCE: 3000K (BRIGHT WHITE) MAXIMUM LIGHT INTENSITY ON A SITE SHALL NOT INPUT LINE VOLTAGE: 120 -VOLT EXCEED A MAINTAINED VALUE OF TEN FOOT-CANDLES, CA ENERGY COMMISSION (CEC) TITLE 20 & TITLE 24 COMPLIANT WHEN MEASURED AT FINISHED GRADE. ALL LIGHT SOURCES SHALL HAVE A MAINTAINED CORRELATED COLOR TEMPERATURE OF 3,000 KELVIN OR LESS. ALL OUTDOOR LIGHTING MUST BE FULLY EXTINGUISHED OR BE MOTION SENSOR OPERATED BY 11:00 P.M. OR WHEN PEOPLE ARE NO LONGER PRESENT IN EXTERIOR AREAS, WITH EXCEPTIONS. LIGHTING DESIGN STANDARDS SUCH AS LIGHTING FIXTURES MUST BE OF A DESIGN THAT COMPLEMENTS THE BUILDING AND LANDSCAPE DESIGN. PROHIBITED LIGHTING INCLUDES OUTDOOR BLINKING, FLASHING, OR ROTATING LIGHTS, FLOOD LIGHTS, SPOTLIGHTS, AND OTHERS AS APPLICABLE. FINISH LAM PING Coastal Oil Rubbed Bronze -14 Incandescent Coastal Natural Iron- 20 Coastal Bronze -75 Coastal Dark Smoke • 77 Coastal Burnished Steel - 78 Coastal Black - 80 SPECIFICATIONS Henry Large Dark Sky Friendly Outdoor Sconce Socket Lamping Base Item #- 302713 Socket= Medium Configured Item #: 3D2713-1 004 Bulb Par2D (wet location), SOW Max 302713-SKT-75 Number of Bulbs: H (notinduded) IES Files Available V Aluminum directwire exteriorgooseneck wall sconce Wthfinish options. Includes a bulb shieldwhlch focusesthe light downwards- Designed and builtto Dark Sky Lo,etion Rating standards- CL/door Wet • Handcrafted to order by skilled artisans i n Vermont, USA • Lifetime Limited Warranty when installed in residential setting Safety Rating UL, CULlisted • Feature our robust Coastal Outdoor finish specifically formulated to resist some of the harshest environmental conditions. Dime risiona Height 12.90" Width 1440" Projection 15.80" Product Weight 2.20 lbs Backplate 550' x 4-90" Vertical Mounting Height 480' Packed Weight 8.00 lbs Shipping (DIM) Weight 51-00 Ibs PLANNING NOTES 1. PROJECT CONSTRUCTION ACTIVITIES WILLCONFORM TO THE APPLICABLE REQUIREMENTS OF CITY CODE CHAPTER 17.04. 2. 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. SITE PLAN NOTES A. GENERAL: • SEE OWNER FOR UP -GRADE HARDSCAPE FINISH FOR DRIVEWAY, WALKWAY & PATIO • ALL METAL ANCHORS, FASTENERS, CONNECTORS, ETC. THAT WILL BE IN CONTACT WITH PRESSURE TREATED LUMBER MUST BE HOT -DIPPED GALVANIZED OR OTHER APPROVED CORROSION RESISTANT MATERIAL. B. BUILDING SETBACK: 1. CONTRACTOR TO VERIFIED BUILDING SETBACK AND ADJUST WALL TO MEET MINIMUM SETBACK. 2. PRIOR TO FOUNDATION INSPECTION BY THE CITY, THE LICENSED LAND SURVEYOR OF RECORD SHALL PROVIDE A WRITTEN CERTIFICATION THAT ALL BUILDING SETBACKS COMPLY WITH THE APPROVED PLANS. WHICH NOTE SHALL REPRESENT A CONDITION WHICH MUST BE SATISFIED TO REMAIN IN COMPLIANCE WITH THIS DESIGN REVIEW APPROVAL. C. GRADING & DRAINAGE: SEE CIVIL ENGINEER PLAN. 1. ARROWS INDICATE DIRECTION OF SURFACE DRAINAGE. 2. GROUND IS TO SLOPE AWAY FROM FOUNDATION 5% FOR A DISTANCE OF 10 FT AWAY FROM THE BUILDING; IF 10 FT. CANNOT BE MEET, PROVIDE SWALES. PROVIDE 2% SLOPE IF IMPERVIOUS SURFACE IS USED. CRC R401.3. NO CONCENTRATED FLOW ACROSS THE RIGHT-OF-WAY. NO DRAINAGE ONTO NEIGHBORING PROPERTIES. ALL DRAINAGE TO LANDSCAPE. 3. DIRECT ROOF RUNOFF SHALL BE: • DIRECT ROOF RUNOFF ONTO VEGETATED AREAS • DIRECT RUNOFF FROM SIDEWALKS, WALKWAYS, AND/OR PATIOS ONTO VEGETATED AREAS; • DIRECT RUNOFF FROM DRIVEWAYS AND/OR UNCOVERED PARKING LOTS ONTO VEGETATED AREAS. • CONSTRUCT SIDEWALKS, WALKWAYS AND/OR PATIOS WITH PERMEABLE SURFACES D. UTILITIES: 1. CONTRACTOR TO VERIFY LOCATION OF ALL UTILITIES @ JOB SITE. 2. THE CONTRACTOR SHALL COORDINATE HIS WORK WITH THE INSTALLATION OF FACILITIES BY PG & E, PACIFIC BELL, & CABLE TV INSTALLATION AS REQUIRED. VALVE BOXES & MANHOLES, & STRUCTURES TO BE SET TO GRADE IN CONCRETE AFTER PAVING. F. CONSTRUCTION SITE: 1. CONSTRUCTION SITE SHALL BE ENCLOSED BY 6' OPAQUE FENCE AT ALL TIMES DURING CONSTRUCTION. 2. NO CONSTRUCTION MATERIAL, EQUIPMENT, PORTABLE TOILETS, TRASH CONTAINERS, OR DEBRIS SHALL BE PLACED IN THE PUBLIC RIGHT-OF-WAY. 3. A TRASH CONTAINER SHALL BE MAINTAINED ON SITE AT ALL TIMES AND DEBRIS ON SITE WHICH COULD OTHERWISE BLOW AWAY, SHALL BE REGULARLY COLLECTED AND PLACED IN CONTAINER. 4. ALL CONSTRUCTION DEBRIS (WOOD SCRAPS AND OTHER DEBRIS, WHICH CANNOT BLOW AWAY) SHALL BE PILED WITHIN THE PROPERTY LINES OR THE PROJECT IN A NEAT AND SAFE MANNER. 1 \ NEW ADDITION FOR SRIDHARAN & KUMAR RESIDENCE 21969 OAKDELL PL, CUPERTINO, CA 95014 APN# 326-39-003 THIS PROJECT SHALL COMPLY WITH 2022 CALIFORNIA BUILDING CODE 2022 CA RESIDENTIAL CODE 2022 CA PLUMBING CODE 2022 CA MECHANICAL CODE 2022 CA ELECTRICAL CODE 2022 CA FIRE CODE 2022 CA ENERGY CODE 2022 CA GREEN BUILDING CODE CITY OF CUPERTINO MUNICIPAL CODE I — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — �\�� R S89°18'1711E 74.00 WOOD R� _ off HFENCEoH off O[ I -- iH -- -- o Lill A JUS CONC. WALL ADJUST CONC. WALL 1 a J CLEAR FRO ------------------- 1 — CLEAR FROM5'P.U.E. m_ M5 P.U.E. — — — — — — — — — — — — — — — — — — — — — — — — — — — ui o <r q N 1 in LA W N § 0 25'-6" +T-6" ANCHOR EASEMENT' t--------------------------- CONCRETEREAR 1 I� PATIO YARD SETBACK AREA: ONx74' = 1 BA S.F. NEW ADDITION 5% ADDITION IN SETBACK: 9'-8"x25'-6" IRREGULAR 5 WOOD __ WOOD (E) ELECTRIC TOTAL REAR YARD IN THE 1 FENCELINE PER PG&E 20FT SETBACK: 1,246 S.F. (E)6' 11" 1 LaJ TOTAL REAR YARD NOT IN THE 20FT SETBACK. 396 S.F. I 1 1 UPGRAD TO I I 200 AMP PROVIDE U.F.E.R. ELECTRICAL GROUND w/ 2 NO. 4 REBARS 20 FT. LONG EMBEDDED IN FOOTING IN OPPOSITE DIRECTIONS. SEE DETAIL 1/Al rIM NEIGHBOR'S DRIVEWAY SIDEWALK (E) 1 1/2" PVC WATER LINE —' PER WATER CO. CONTRACTOR TO VERIFY ON FIELD I 1 I 1 CONCRE1IE WALK 8'-0" B.S.L. 1 I 1� I 1 cS I CON CREITE 1 Di 1 _L. (E) c0 (E) 2 CAR GARAGE EXISTING RESIDENCE F.F.•104.1 Z�N�ROIDE FIRE SPRINKLER NEW ADDITION (N)PORCH _ _ _ _ (E)RIVER RO KS TO REMAIN (E) CONCRETE WALKWAY I N (E) GAS LINE PER PG&E ,h1'\\ 1 I (E)BARKS (N)RIVER II m 7AIN\ROCKSTOCONCRETE MATCH(E)iN DRIVEWAY REMOVE I 1O II (N)PLCo O= CONCRETE DETAIL 7/X2.1 165" in R S89°18'17"W 35.27 \(E)12" • MAGNOLIA CC (E)BARKS TO REMAIN (E) S.S. LINE PER SANITAR DISTRICT. VERIFY ON FIELD (E)RIVER ROCKS TO REMAIN R� �C •G�1 !� O :Za J211 LL 1 1 (N)1 % SWALE 1 1 I I ILr5 C) 1 ) � 1 � � T-0" B.S.L. O O O co y I' ±7'-7" i I 5> C OOH WALL 19-1" � I ERVIOUS PAVING NORTH CONT ACTOR SHALL PROTECT 40% FRONT YARD 20FT SETBACK AREA: PUBLIC WORKS NOTES: EXISTING TREE AND TREE ROOTS 40% (1,508 S.F.) = 603.2 S.F. MAX. 1. THE SITE PLAN IS PREPARED BASED ON THE BOUNDARY SURVEY 1 FROMANY DAMAGE. TREE 1. DRIVEWAY 505 S.F. PREPARED BY THE PROJECT'S LICENSED SURVEYOR. PROTECTION SHALL BE 2. WALKWAY 71 S.F. 2. IF THE PROJECT DAMAGES THE CITY'S SIDEWALK, DRIVEWAY, OR CURB INSTALLED PER CITY STANDARD TOTAL IMPERVIOUS: 576 S.F. (38.2%) AND GUTTER AS RESULT OF CONSTRUCTION ACTIVITIES, THE DETAIL 6-4." PROPERTY OWNER WILL BE RESPONSIBLE TO REMOVE AND REPLACE ANY BROKEN CONCRETE DIRECTED BY THE PUBLIC (EXISTING WORKS NOR DAMAGES BY THE S ECTOR. AN ENCROACHMENT AS SITE P LAN PERMIT WILL ALSO BE REQUIRED." SCALE: 1/8" = 1-0" CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS PROJECT DATA ASSESSOR'S PARCEL #: 326-39-003 PROJECT ADDRESS: 21969 OAKDELL PL, CUPERTINO, CA 95014 PROPERTY OWNER: SRIHARI SRIDHARAN & NIVETHITHA KUMAR (408) 799-1203 srihari.apple@gmail.com 21969 OAKDELL PL, CUPERTINO, CA 95014 PROJECT CONTACT PERSON: TRI HONG (408)829-6083 tdhdesign@hotmail.com 19034 BONNET WAY, SARATOGA, CA. 95070 PROJECT SCOPE OF WORK: PROPOSED 2,918 S.F. FRONT ADDITION (681 SF); REAR ADDITION (319 SF); NEW COVERED PORCH (26 SF); WHOLE HOUSE REMODEL (1,918 SF) - NEW GREAT ROOM, DINING ROOM REMODEL, LAUNDRY ROOM REMODEL, NEW HALL BATH ADDITION, EXISTING BEDROOM REMODELS, BEDROOM 2 BATH ADDITION, NEW MASTER WALK-IN CLOSET, NEW ATTIC ACCESS, (4) NEW SKYLIGHTS, (9) SUN TUNNELS, BAY WINDOWS, WINDOW AND SLIDING DOOR REPLACEMENTS; KITCHEN REMODEL (150 SF); EXISTING BATH 2 REMODEL (43 SF); NEW LIGHTS; SWITCHES; OUTLETS; NEW TANKLESS WATER HEATER; NEW HEAT PUMP AC UNIT; ELECTRIC METER UPGRADE (200A); NEW GARAGE DOOR; FIRE SPRINKLERS REQ. EXISTING ZONING: R1-7.5 GEOLOGIC HAZARD ZONE LIQUEFACTION -INUNDATION. OCCUPANCY: R3 -U TYPE OF CONSTRUCTION: V -B FULLY-SPRINKLERED INSTALLED PER NFPA 13D 2022 EXISTING USE: ONE STORY SINGLE FAMILY RESIDENCE PROPOSED USE: ONE STORY SINGLE FAMILY RESIDENCE GROSS LOT SIZE: 7,576 S.F. NET LOT SIZE: 7,576 S.F. FLOOR AREA RATIO CALCULATION: NEW ADDITION: 999.81 S.F. EXISTING LIVING AREA: 1,918 S.F. PROPOSED LIVING AREA: 2,917.81 S.F. EXISTING GARAGE: 439 S.F. PROPOSED FA.R.: 3,356.81 S.F. (3,409.2 MAX.) BUILDING COVERAGE CALCULATION: MAX. COVERAGE: 45% (7,576) + 5%(7,576)= 3,788 S.F. PROPOSED F.A.R.: 3,356.81 S.F. NEW COVERED PORCH: 25.66 S.F. OVERHANGS: 248.6 S.F. PROPOSED COVERAGE: 3,631.07 S.F. (47.92%) SET BACK REQUIREMENT REQUIRED PROPOSED SETBACKS 1st floor 1st floor COMPLIANT FRONT 20'-0" (N)20' -l" YES LEFT SIDE 8'-0" (E)8'-2" YES RIGHT SIDE 7'-0" (E)6'-11" NO REAR 20'-0" (N)10'-4" NO CONSULTANTS LIST DESIGNER STRUCTURAL ENGINEER MANUFACTURER CONTACT TDH DESIGN WESLEY LIU ENGINEERING • 'Gaf Roofing: 19034 BONNET WAY 7246 SHARON DRIVE #O (877) 423-7663 www.gaf.com/ SARATOGA, CA 95070 SAN JOSE, CA 95129 • 'Velux' Skylight: 408.829.6083 408.973.1839 (800) 888-3589 www.veluxusa.com tdhdesign@hotmail.Com wesleyliu@yahoo.com • 'Grace Construction' Flashing ENERGY CONSULTANT SURVEY (866) 333-3726 www.gcpat.com CARSTAIRS ENERGY CALC. DOMINGUEZ ASSOCIATES LLC 904 EVERT COURT 4360 COOPER HOLLOW RD. PASO ROBLES, CA 93446 DALLAS, OR 97338 1 805.904.9048 650.359.0947 carlos@dominguezassociates.com timmycarstairs@yahoo.com GENERAL NOTES 1. ALL WRITTEN DIMENSIONS SHALL OVER TAKE PRECEDENCE OVER SCALED DIMENSIONS. 2. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF TDH DESIGN PRIOR TO COMMENCING. 3. LOCATION OF UTILITIES AND EXISTING CONDITIONS AT SITE TO BE VERIFIED PRIOR TO CONSTRUCTION BIDDING. 4. ALL WORK APPLIANCES AND EQUIPMENT SHALL COMPLY WITH C.E.C TITLE 24 RESIDENTIAL ENERGY STANDARDS. 5. BUILDER/CONTRACTOR: • RESPONSIBILITY FOR METHOD AND MANNER OF CONSTRUCTION AND FOR ALL JOB SITE SAFETY DURING CONSTRUCTION. • SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR METHOD & MANNER OF ALL WATERPROOFING. BUILDER/CONTRACTOR SHALL REFER TO SOIL REPORT, GRADING & DRAINAGE PLAN, AND ALL WATERPROOFING WORK TO BE PERFORMED BY NHQ CERTIFIED WATERPROOFING COMPANY. • SHALL PROVIDE THE BUILDING OWNER, MANAGER, AND THE ORIGINAL OCCUPANTS A LIST OF THE ENERGY -SAVING CONSERVATION FEATURES DEVICES, MATERIALS, AND COMPONENTS INSTALLED IN THE BUILDING, AND INSTRUCTIONS ON HOW TO USE THEM EFFICIENTLY, SUCH FEATURES INCLUDE HEATING, COOLING, WATER HEATING, AND LIGHTING SYSTEMS, AS WELL AS INSULATION, WEATHER STRIPPING WINDOW SHADES, AND THERMAL MASS MATERIALS, THE INSTRUCTIONS SHALL BE CONSISTENT WITH SPECIFICATIONS BUT FORTH BY THE EXECUTIVE DIRECTOR. 6. STATEMENT OF SPECIAL INSPECTIONS. SPECIAL INSPECTION IS REQUIRED PER §1705 OF 2022 CBC FOR: 1) POST -INSTALLED MECHANICAL, AND ADHESIVE ANCHORS IN HARDENED CONCRETE MEMBERS REQUIRE SPECIAL INSPECTION PER CORRESPONDING ICC-ES EVALUATION REPORT. 2) STRUCTURAL WOOD PER §1705.12.1 AND §1705.13.2 FOR NAILING, BOLTING, ANCHORING AND OTHER FASTENING OF ELEMENTS OF THE MAIN WIND FORCE -RESISTING SYSTEM, SEISMIC FORCE -RESISTING SYSTEM, INCLUDING WOOD SHEAR WALLS, WOOD DIAPHRAGMS, DRAG STRUTS, BRACES, AND HOLD-DOWNS WHERE FASTENER SPACING OF SHEATHING LESS THAN OR EQUAL 4 INCHES ON CENTER. 3) SOILS PER CBC §1705.6: SPECIAL INSPECTIONS AND TESTS OF EXISTING SITE SOIL CONDITIONS, FILL PLACEMENT AND LOAD -BEARING REQUIREMENTS SHALL BE PERFORMED IN ACCORDANCE WITH THIS SECTION AND TABLE 1705.6. THE APPROVED GEOTECHNICAL REPORT AND THE CONSTRUCTION DOCUMENTS PREPARED BY THE REGISTERED DESIGN PROFESSIONALS SHALL BE USED TO DETERMINE COMPLIANCE. 4)A 1HARDY FRAME® PANELS PER §4.4 OF ICC-ES EVALUATION REPORT ESR-2089 5) DEFERRED SUBMITTALS LIST: 1. AUTOMATIC FIRE SPRINKLER SYSTEM UNDER SEPARATE PERMIT. A. AN OWNER'S MANUAL FOR THE FIRE SPRINKLER SYSTEM SHALL BE PROVIDED TO THE OWNER. B. A SIGN OR VALVE TAG SHALL BE INSTALLED AT THE MAIN SHUTOFF VALVE TO THE WATER DISTRIBUTION SYSTEM STATING THE FOLLOWING: "WARNING, THE WATER SYSTEM FOR THIS HOME SUPPLIES FIRE SPRINKLERS THAT REQUIRE CERTAIN FLOWS AND PRESSURES TO FIGHT A FIRE. DEVICES THAT RESTRICT THE FLOW OR DECREASE THE PRESSURE OR AUTOMATICALLY SHUT OFF THE WATER TO THE FIRE SPRINKLER SYSTEM, SUCH AS WATER SOFTENERS, FILTRATION SYSTEMS AND AUTOMATIC SHUTOFF VALVES, SHALL NOT BE ADDED TO THIS SYSTEM WITHOUT A REVIEW OF THE FIRE SPRINKLER SYSTEM BY A FIRE PROTECTION SPECIALIST. DO NOT REMOVE THIS SIGN." C. INSPECTIONS: THE WATER DISTRIBUTION SYSTEM SHALL BE INSPECTED IN ACCORDANCE WITH SECTIONS R313.3.8.1 AND R313.3.8.2. ACCORDING TO THE 2022 ENERGY CODE SINGLE-FAMILY RESIDENTIAL COMPLIANCE MANUAL, A COPY OF THE COMPLETED, SIGNED, AND DATED CF2R MUST BE POSTED AT THE BUILDING SITE FOR REVIEW BY THE ENFORCEMENT AGENCY IN CONJUNCTION WITH REQUESTS FOR FINAL INSPECTION FOR THE BUILDING. COPIES OF THE REGISTERED CF2R FORMS SHALL BE PROVIDED TO THE HOMEOWNER. THE CERTIFICATE OF INSTALLATION (Cl IS SEPARATED INTO: 1) ENVELOPE (CF2R-ENV). 2) LIGHTING (CF2R-LTG). N3) MECHANICAL (CF2R-MPH). 4) PLUMBING (CF2R-PLB). SHEET INDEX ARCHITECTURAL STRUCTURAL / A-1 SITE PLAN SO - STRUCTURAL NOTES A-2.1 EXISTING FLOOR PLAN & FLOOR AREA CALC. S1 - FOUNDATION PLAN / A-2.2 PROPOSED FLOOR PLAN S2 - STRUCTURAL DETAILS / A-3 PROPOSED ELEVATIONS S3 - CEILING FRAMING PLAN / A-4 ROOF PLAN & SECTION S4 - ROOF FRAMING PLAN A-5 DETAILS S5 - STRUCTURAL DETAILS F-1 TYPICAL FLASHING DETAILS S6 - STRUCTURAL DETAILS NEIGHBOR'S / DRIVEWAY i 7 N /'/ LEGEND EXISTING FLOOR AREA NEW ADDITION 1 SWALE SLOPE DOWN SPOUTS w/ CONCRETE SPLASH BLOCK LOCATION E-1 ELECTRICAL PLANS T24.1 TITLE 24 T242, TITLE 24 24.3 'TITLE 24 G-1 CALGREEN CHECKLIST Ni GENERAL NOTES CO SURVEY BMP BEST MANAGEMENT PRACTICE VICINITY MAP B Ar S#E Somerset ��"° C -.0 erlino Or SquarePark or 1iarlman Jr a �i�ytca S t ,f L� st �Ga Stevens Creek °sxr are Elementary School 0, SI 4 a yEenue Dog P Varian Park oodbury Dr Filzgerald Or University Way C Gi.e Ave Sunny View Care Center �� 4 P m v L 85 rllno Rd Blackberry Farm Golf Course =ns Creek BIVd Granada Ave "r°•in 6� ax f a in HermosaAveIC a V 1 Lcmita AvlNORTH 4 L omits Ave REVISIONS BY 03.09.25 PC#1 z a W OC o CD W O z o zo�Z O W aM 0Z U p CV M Q O J Z W LU Q z a LU Y rCD rn 0 W O G O O M Ln 2 00 O co v D U o0 CE - W < PR LL 10 O z O m M O 0 DRAWN LOC HUA CHECKED TRI HONG SIGNATURE W DATE OCT. 2O24 SCALE AS SHOWN JOB 1724 SHEET A-1