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Home My WebLink AboutRM-2025-017 - A1 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 50 BUILDING DEPARTMENT INSUL INSULATED OR INSULATION BSMT BASEMENT INT INTERIOR BYND BEYOND LO LOW BOT BOTTOM MAX MAXIMUM CHNL CHANNEL MECH MECHANICAL CJ CONTROL JOINT MEMBR MEMBRANE CLG CEILING MIN MINIMUM CLR CLEAR MTL 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 REQO REQUIRED ON DOWN RM ROOM SIM SIMILAR DR DOOR SPEC SPECIFIED OR SPECIFICATION DWG DRAWING SPK SPRINKLER OR SPEAKER EA EACH SSTL STAINLESS STEEL EJ EXPANSION JOINT STC SOUND TRANSMISSION COEFFICIENT EL ELEVATION STL STEEL ELEC ELECTRICAL SYRUPY STRUCTURE OR STRUCTURAL ELEV ELEVATOR OR ELEVATION T&G TONGUE 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 VIF VERIFY IN FIELD FLR FLOOR W WITH FND FOUNDATION WO WOOD GA GAUGE PUBLIC WORKS NOTES 1)APPROVAL OF THESE PLANS DOES NOT RELEASE THE OWNER AND/OR CONTRACTOR OF THERESPONSIBILITY FOR THE CORRECTIONS OF MISTAKES, ERRORS, OR OMISSIONS CONTAINEDTHEREIN. IF DURING THE COURSE OF CONSTRUCTING IMPROVEMENTS, PUBLIC INTERESTREQUIRES A MODIFICATION OF/OR A DEPARTURE FROM THE CITY OF CUPERTINOSPECIFICATION OR THESE IMPROVEMENT PLANS, THE CITY ENGINEER SHALL HAVE THE AUTHORITY TO REQUIRE SUCH MODIFICATION OR DEPARTURE AND TO SPECIFY THE MANNER IN WHICH THE SAME IS TO BE COMPLETED, AT THE SOLE EXPENSE OF THE OWNER AND/OR CONTRACTOR. 2) CONTACT PUBLIC WORKS, (408) 777-3104, FOR INSPECTION OF GRADING, STORM DRAINAGE, AND PUBLIC IMPROVEMENTS. 3) ALL PUBLIC IMPROVEMENTS MUST BE COMPLETED PRIOR TO OCCUPANCY. 4) CONTRACTOR IS RESPONSIBLE FOR DUST CONTROL AND ENSURING THE AREA ADJACENT TO THE WORK IS LEFT IN A CLEAN CONDITION. 5) CONTRACTOR SHALL REVIEW CITY DETAIL 6-4 ON TREE PROTECTION PRIOR TO ACCOMPLISHING ANY WORK OR REMOVING ANY TREES. 6) UTILIZE BEST MANAGEMENT PRACTICES (BMP'S), AS REQUIRED BY THE STATE WATER RESOURCES CONTROL BOARD, FOR ANY ACTIVITY, WHICH DISTURBS THE SOIL. 7) A WORK SCHEDULE OF GRADING AND EROSION & SEDIMENT CONTROL PLAN SHALL BE PROVIDED TO THE CITY ENGINEER BY AUGUST 15. NO HILLSIDE GRADING SHALL BE PERFORMED BETWEEN OCTOBER 1 AND APRIL 15. 8) TO INITIATE RELEASE OF BONDS, CONTACT THE PUBLIC WORKS INSPECTOR FOR FINAL INSPECTION. 9) ALL DOWNSPOUTS TO BE RELEASED TO THE GROUND SURFACE, DIRECTED AWAY FROM BUILDING FOUNDATIONS AND DIRECTED TO LANDSCAPED AREAS. 10) PRIOR TO BEGINNING ANY WORK WITHIN THE PUBLIC RIGHT OF WAY, THE CONTRACTOR WILL BE RESPONSIBLE FOR PULLING AN ENCROACHMENT PERMIT FROM THE PUBLIC WORKS DEPARTMENT. BUILDING NOTES 1. 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 (CF2R) IS SEPARATED INTO: 1) ENVELOPE (CF2R-ENV). 2) LIGHTING (CF2R-LTG). 3) MECHANICAL (CF2R-MCH). 4) PLUMBING (CF2R-PLB). 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 HOURSNOTICE 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 LAMPING 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 #_ 362713 Socket Medium Configured Item #: 31)2713-11)04 Bulb Par2D (wet location), SOW Max 3O2713-SKT-75 Number of Bulbs: 1 In of i ncluded) IES Files Available V Aluminum di rect wire exteri or gooseneck wall sco nce with fi nish options. Includes a bulb shieldwhich focuses the light downwards_ Designed and built to Dark Sky Location Rating standards_ Outdoor Wet • Handcrafted to order by skilled artisans i n Vermont, USA • Lifetime Limited Warranty when installed in residential setting Safety Ratio g UL, CULlisted • Featuresour robust Coastal Outdoor finish specifically formulated to resist some of the harshest environmental conditions Dimensions Height 12.90" Width 14.40" Projection 16.SD, Product Weight 2.20 1bs Backplate 550' x 4.90" Vertical Mounting Height 451)' Packed Weight 8.001bs Shipping (DIM) Weight 51 _DD lbs 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 4. CONNECT ALL DOWNSPOUTS TO 3" SOLID DRAIN LINE AROUND PERIMETER OF HOUSE DRAIN TO CURB OR PROVIDE CONCRETE SPLASH BLOCK AT DOWNSPOUT LOCATIONS FOR DRAINAGE AWAY FROM STRUCTURE. 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. 0 ADJACENT BUILDING SANITARY DISTRICT NOTES O ti W Conditions/Requirements to be met during construction: • Install new property line cleanout to District's standards. See attached detail. The property property Line eleanout must be within 5 feet of the line. Cleanout shall be the same diameter as the street portion of the service lateral. Gravity lateral is 4" diameter. (O.C. 4101) o No existing PLCO. PLCO required per District Standards. • Cupertino Sanitary District Initial (Visual Inspection required. The contractor shall leave (E) GAS LINE PER PG&E the new pipe installation exposed. Do not backfiLL Ownerto contact District46 hours prior to scheduling a District Inspectorfora visual inspection. (O.C. 5203) • Cupertino Sanitary District Final (CCTV) Inspection and Approval of the new property tine 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 the Building Department with written notification upon completion of inspection. (0.C. 7102) Additional Comments: • Storm water surface or roof drains and other general surface water runoff shall not be discharged to the sanitarysewer. • 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 tower lateral if the District finds the structural conditions of the pipe to be unsatisfactory. % CUPERTINO SANITARY DISTRICT LID MARKED 'SEWER' 5' MAX ► DRADE ROIDVABLE THREADED li BET OWISTY Box ox TOP OF BRICKS LAID OF PVC SDR2B 3/4'ALLY MU ES ROCK VERTICAL RISER P1/ am °•rE a 1215 u ID PLAIN END in D PVC DOR2B 5/4' MISER AMAL M ROCK. COUPLING t≤ m aen SEE NOTES �� K SEE NOTE 6 EXISTING PVC ) VCP (UPPER LATERAL) rOMA/N CONNECTION 4' MIN TO DISTRIC SEWER SEE '— - NOTE 5 NOTES PLAIN END PVC SDR2B 1. ALL PIPING AND FITTINGS SHALL BE PVC SDR26. 2. CLEANOUT BOX SHALL BE OLDCASTLE PRECAST F08 WITH FO8C FOR NON -TRAFFIC AREA AND GO5T WITH GO5CT IN TRAFFIC AREA OR APPROVED EQUAL. 3. CONNECTION TO LOWER SANITARY SEWER LATERAL A. EXISTING LATERAL- MAKE CONNECTION TO EXISTING LATERAL (PVC OR VCP) IN GOOD CONDITION AS DETERMINED BY THE ENGINEER WITH MISSION "ARC SHIELDED", FERNCO "SHEAR RING COUPLING" OR APPROVED EQUAL. B. NEW LATERAL- SEE DETAIL 6 FOR LOWER LATERAL. CONNECT LATERAL WYE DIRECTLY TO LOWER LATERAL 4. CLEANOUT,ONCE INSTALLED AND APPROVED BY THE DISTRICT, BECOMES PRIVATELY OWNED AND MAINTAINED BY PROPERTY OWNER. 5. MUST ESTABLISH GOOD CONNECTION TO CLAY OR PVC PIPE. GOOD CONNECTION TO BE DETERMINED BY DISTRICT ENGINEER. 6. IF EXISTING UPPER LATERAL IS PVC AND IN GOOD CONDITION, CONNECT DIRECTLY TO PVC SDR26 45' WYE. PROPERTY LINE CLEANOUT D=TAJ 7 DR. BY: DATE: J3 04/28/2022 CK. aY: DATE: F0 04/28/2022 � APPROVED. BY: rCJ�/�O' TATE . 04/'9/z922 (E) SEWER LINE PER SANITARY DISTRICT NEW ADDITION FOR BHAVANNARAYANA & CHANDANA AVULA RESIDENCE 10354 COLBY AVE. CUPERTINO, CA 95014 APN# 316-29-038 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 CgpE1-, o w ilk � J vi 0 0 LU o o U N rn� REAR YARD SETBACK AREA: 20'x70.10' = 1,402 S.F. ADDITION IN SETBACK: 9'-0"x29'-7" IRREGULAR 266,25/1,402' =18.99% REAR YARD 31'-8" I R N00°25'42"E 70.10' sl\L 29.7" NEW ADDITION RELOCATE (E) METER 200 AMP EXISTING RESIDENCE -0" F.F.:180.1 NO FIRE SPRINKLER O ii ID (E) 2 CAR GARAGE (N)PORCH (N)C/O SEE FRONT YARD DETAIL 7/A1 111... X .. its R N00°25'42"E 70.10' PROTECT EXISTING TREE (E) 14" AND TREE ROOTS FROMANYO MAPLE DAMAGE. TREE PROTECTION SHALL BE INSTALLED PER (E) DRIVEWAY REPLACE CONCRETE w/ GRASS TO MATCH (E) - I YA�tD: 2112 S 'F. q / I N / / I 1200 / AMP /� I f 8'-10" I I o I y J o0 O Co , CITY STANDARD DETAIL 6-40 B.. E NJ 1_i E __ 1. THE SITE PLAN IS PREPARED BASED ON THE BOUNDARY SURVEY PREPARED BY THE PROJECT'S LICENSED•SIJRVEYOR 2. IF THE PROJECT DAMAGES THE CITY'S SIDEWALK,DRIVEWAY; QR CURB AND GUTTER AS RESULT OF CO)�1STRUCTION ACTIVITIES, THE PROPERTYOWNER WILL BE RESPONSIBLE TO REMOVE AND REPLACE -ANY BROKEN CONCRETE (EX•ISTING ORDAMAGES BY THE PROJECT) AS DIRECTED BY THE PUBLIC WORKS INSPECTOR. ANENCROACHMENT PE•RM1T..WIL•LL•AL•SO-BE REQUIRED SITE PLAN SCALE: 1/8" = 1-0" CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS 3'-0" PSE (E) ELECTRIC LINE PER PG&E (N)1% SWALE ADJACENT BUILDING PROJECT DATA ASSESSOR'S PARCEL #: 316-29-038 PROJECT ADDRESS: 10354 COLBY AVE. CUPERTINO, CA 95014 PROPERTY OWNER: BHAVANNARAYANA & CHANDANA AVULA (408) 813-4020 chandanaa@yahoo.com 10354 COLBY AVE. CUPERTINO, CA 95014 PROJECT CONTACT PERSON: TRI HONG (408)829-6083 tdhdesign@hotmail.com 19034 BONNET WAY, SARATOGA, CA. 95070 PROJECT SCOPE OF WORK: REAR ADDITION (977 SF) FOR NEW MASTER BEDROOM WITH WALK-IN A2CLOSET AND MASTER BATH, AND (2) NEW BEDROOMS; PARTIAL REMODEL OF (E) BEDROOMS (268 SF) FOR NEW HALLWAY BATH (52 SF) AND REMODEL OF (1) EXISTING BEDROOM; NEW COVERED PORCH (33 SF). EXISTING ZONING: R1-6 OCCUPANCY: R3 -U TYPE OF CONSTRUCTION: V -B 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. AA FLOOR AREA RATIO CALCULATION: MAX. F.A.R.: 45% (7,576) = 3,409.2 S.F. NEW ADDITION: 976.25 S.F. EXISTING LIVING AREA: 1,552 S.F. PROPOSED LIVING AREA: 2,528.25 S.F. EXISTING GARAGE: 434 S.F. PROPOSED FA.R.: 2,962.25 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.: 2,962.25 S.F. NEW COVERED PORCH: 33 S.F. x PROPOSED COVERAGE: 3,243.85 S.F. (42.82%) SET BACK REQUIREMENT REQUIRED PROPOSED SETBACKS 1st floor 1st floor COMPLIANT FRONT 20'-0" (N)14'-5" NO LEFT SIDE 7'-0" (E)6'-4" NO RIGHT SIDE 8'-0" (E)8'-10" YES REAR 20'-0" (N)11' -O" NO CONSULTANTS LIST 2 DESIGNER STRUCTURAL ENGINEER MANUFACTURER CONTACT TDH DESIGN WESLEY LIU ENGINEERING • 'Gaf Roofing: 19034 BONNET WAY 7246 SHARON DRIVE #0 (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 (866) 333-3726 www.gcpat.com CARSTAIRS ENERGY CALC. 904 EVERT COURT PASO ROBLES, CA 93446 805.904.9048 timmycarstairs@YAHOO.COM m yca rsta i rs @YAH OO. C O M 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. 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 (CF2R) IS SEPARATED INTO: 1) ENVELOPE (CF2R-ENV). 2) LIGHTING (CF2R-LTG). 3) MECHANICAL (CF2R-MCH). 4) PLUMBING (CF2R-PLB). SHEET INDEX ARCHITECTURAL STRUCTURAL A-1 SITE PLAN SO STRUCTURAL NOTES A-2.1 EXISTING FLOOR PLAN & FLOOR AREA CALC. - A-2.2 PROPOSED FLOOR PLAN S1 - FOUNDATION PLAN S2- SDETAILS LJ A-3 PROPOSED ELEVATIONS S3 - CEILING FRAMING PLAN A-4 ROOF PLAN & SECTION S4 - ROOF FRAMING PLAN A-4 DETAILS S5- STRUCTURAL DETAILS F-1 TYPICAL FLASHING DETAILS S6 - STRUCTURAL DETAILS (E) 1 1/2" PVC WATER LINE PER WATER CO. CONTRACTOR TO VERIFY ON FIELD LEGEND EXISTING FLOOR AREA NEW ADDITION SWALE SLOPE fl DOWNSPOUT. INSTALL SPLASH BLOCKSAT ALL DOWNSPOUTS TO ENSURE ROOF WATER IS DIRECTED AWAY FROM THE FOUNDATION. ANYEXISTING DOWNSPOUTS THAT CONNECT DIRECTLY TO THE STORM DRAIN SYSTEM SHALL BEDISCONNECTED AND DIRECTED TOWARDS LANDSCAPED AREAS. T24.1 TITLE 24 T24.2 TITLE 24 G-1 CALGREEN CHECKLIST _ N1 GENERAL NOTES 1 BASE TOPOGRAPHY BMP BEST MANAGEMENT PRACTICE VICINITY MAP BAF SSE SomeCl roc.0 er1"Irlt� Dr Square f Harlradn Cr a'Ca St , titian o °� 85 �� stf Stevens Creek ►, r - Elementary School d � °ly�verllae Dog P 9 Varian Park oodbury Dr Fitzgerald Or University Way -7 le L:. : Ave Sunny View Care Center c' '9 4 ❑ m ci m ° v 'I' 85 rune Rd Blackberry Farm Golf Course �20 nsCreeKGlvd Granada Ave a.lm 1 L, S as c 2 N . IiermoesAve U Lomita Av�ORTH 4 Lomita Aue REVISIONS BY Z1 02.04.25 PC#1 04.04.25 PC#2 AA 08.20.25 P.D. #1 Z a J a W Cd a4 Z Da>'W O a o M z o Q W w N Z a Z > z Q z za �W z aaoc > rn M 41 ca O CW O G N- O Ce) LID O II z LL < O Q W z O m M O O DRAWN LOC HUA CHECKED TRI HONG SIGNATURE DATE OCT. 2024 SCALE AS SHOWN JOB 1924 SHEET A-1