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HomeMy WebLinkAboutB17-0715 000-000-000i I I FENCE I I 104'-0" I I FENCE I I10 � � I -- —— � ' I I � EXISTING FIRE \ DAMAGED RESIDENCE GAS INLET 17-10" - -- ------ - - -- -- ----� EXISTING MAIN 100 AMP SERVICE PANEL FROM AIRIEL i i GRAVEL DRIVEWAY � � \ I \ CURB 0 CL 12TH STREET NORTH rn S ITE PLAN SCALE: 1/16" = V-0" APN # 030-400-023 GENERAL NOTES I. GENERAL NOTES A. ALL CONSTRUCTION SHALL BE IIN ACCORDANCE WITH THE LATEST ADOPTED EDITION OF THE CALIFORNIA BUILDING CODE (2016 CBC), ALL LOCAL BUILDING ORDINANCES, 2016 CRC, 2016 CMC, 2016 CPC„ 2016 CEC, 2016 CEnC, 2016 CalGreen AND 2016 PMC OR AS SPECIFICALLY NOTED ON THESE PLANS AND CALCULATIONS, WITH THE MOST STRINGENT CONDITION GOVERNING. IT IS THE RESPONSIBILITY OF THE CONTRACTOR/BUILDER TO BE FAMILIAR WITH AND COMPLY WITH THE REQUIREMENTS AS STATED IN ALL APPLICABLE CODES AND GOVERNING LOCAL BUILDING ORDINANCES. B. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS ON THESE PLANS BEFORE COMMENCING WORK, AND THE ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES OR INCONSISTENCIES FOUND. C. GRADE LINES AS SHOWN ON PLOT MAPS AND ELEVATION DRAWINGS ARE THE RESPONSIBILITY OF THE CLIENT, UNLESS A FIELD INSPECTION OF SUCH IS SPECIFICALLY REQUESTED. THE ENGINEER OF RECORD ASSUMES NO RESPONSIBILITY FOR DAMAGE TO OR CLAIMS RESULTING FROM ADDITIONAL CONSTRUCTION COSTS OF ANY STRUCTURES FOR WHICH THE CLIENT, DESIGNER, ARCHITECT, SURVEYOR OR ANY OTHER PARTY HAS MISREPRESENTED THE RELATIVE POSITION OF THE STRUCTURE TO THE NATURAL AND FINISHED GRADES OF THE BUILDING SITE. D. EXISTING CONDITIONS DEPICTED ON THESE DRAWINGS ARE TO BE FIELD VERIFIED BY THE CONTRACTOR, AS THEY ARE UNCOVERED DURING CONSTRUCTION. IN THE EVENT EXISTING CONDITIONS ARE DIFFERENT THAN SHOWN, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT AND ENGINEER IMMEDIATELY AND AWAIT FURTHER INSTRUCTIONS BEFORE PROCEEDING WITH CONSTRUCTION. E. THE CONTRACT STRUCTURAL DRAWINGS AND CALCULATIONS REPRESENT THE FINISHED STRUCTURE. UNLESS OTHERWISE INDICATED, THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE, WORKERS, AND OTHER PERSONS DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO, BRACING, SHORING FOR CONSTRUCTION EQUIPMENT, SHORING FOR THE BUILDING, FORMS AND SCAFFOLDING, AND SHORING OF RETAINING WALLS. F. IN NO CASE SHALL DIMENSION'S BE SCALED FROM DRAWINGS AND/OR DETAILS. G. SPECIAL INSPECTION IS NOT REQUIRED. II. TIMBER A. ALL JOISTS, RAFTERS, AND LIGHT FRAMING MEMBERS ARE TO BE DOUGLAS FIR #2 OR BETTER FOR 4X AND SMALLER, AND DOUGLAS FIR #1 OR BETTER FOR 6X AND LARGER UNLESS SPECIFIED OTHERWISE. B. ALL STUDS 8 FOOT AND UNDER; ARE TO BE OF STANDARD GRADE OR BETTER UNLESS SPECIFIED OTHERWISE. ALL STUDS GREATER THAN 8 FOOT SHALL BE DOUGLAS FIR #2 OR BETTER. C. ALL STUD WALLS ARE TO HAVE DOUBLE TOP PLATES OF THE SAME DIMENSION AS THE STUDS. PLATES ARE TO BE LAPPED A MINIMUM OF 48" BETWEEN SPLICES AND SHALL BE CONNECTED TOGETHER WITH A MINIMUM OF 16-16D NAILS UNLESS SPECIFIED OTHERWISE. D. ALL JOISTS AND RAFTERS ARE TO BE SOLID BLOCKED OR CROSS -BRIDGED OVER ALL SUPPORT WALLS OR GIRDERS, OR AT A MAXIMUM SPACING PER CBC. E. ALL FRAMING LUMBER SHALL HAVE MAXIMUM 19% MOISTURE CONTENT AT TIME OF INSTALLATION AND FRAMING TO BE CHECKED FOR MOISTURE AND BE WITHIN MINIMUM COMPLIANCE PRIOR TO INSULATION AND/OR ENCLOSURE PER CGBS SECTION 4.505. III. CONCRETE A. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS. C. ALL REINFORCING STEEL SHALL BE GRADE 40 DEFORMED BARS, 40,000 PSI YIELD STRENGTH OR GREATER. ALL SPLICES SHALL LAP A MINIMUM OF 40 BAR DIAMETERS. IV. FOUNDATIONS A. ALL FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED SOIL B. ALL PIERS AND FOOTINGS NOT IN ENCLOSED SPACE OR AT THE PERIMETER OF THE STRUCTURE, OR IN UNHEATED AREAS, SHALL BE SET TO A DEPTH BELOW GRADE PER CBC 1805.2, OR TO THE FROST DEPTH PER THE LOCAL BUILDING OFFICIAL, WHICHEVER IS DEEPER, UNLESS SPECIFIED OTHERWISE. ALL PERIMETER FOUNDATIONS AND EXTERIOR PIERS SHALL HAVE A MINIMUM 2% GRADE FALL AWAY FOR 5' FROM CONCRETE OR AS SPECIFIED. C. UNLESS SPECIFIED OTHERWISE, AN ASSUMED BASIC ALLOWABLE SOIL BEARING PRESSURE OF 1500 PSF HAS BEEN ASSUMED. D. ALL FOOTINGS SHALL BE LEVEL OR STEPPED UNLESS SPECIFIED OTHERWISE. E. SILL PLATES IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED DOUGLAS FIR #2 OR BETTER, OR #2 FOUNDATIONS GRADE REDWOOD, AND SHALL BE ATTACHED TO ALL STEMWALLS WITH ANCHOR BOLTS AS SPECIFIED IN THESE DRAWINGS. F. ALL PIER FOOTINGS, BOTH ISOLATED AND INTEGRAL WITH CONTINUOUS FOOTINGS, SHALL HAVE REINFORCING BARS PLACED PER THESE DRAWINGS. EACH BAR SHALL HAVE AT LEAST 3" CLEAR DISTANCE FROM REINFORCING BAR TO THE FACE OF THE SOIL. G. ALL CONTINUOUS FOOTINGS SHALL HAVE A MINIMUM OF TWO #4 BARS CONTINUOUS ALONG THEIR LENGTH. ALL CONCRETE STEM WALLS OVER 2'-8" IN HEIGHT SHALL HAVE VERTICAL REINFORCING, #4 BARS MINIMUM, SPACED AT 48" O.C. H. THE CONTRACTOR/BUILDER SHALL BE RESPONSIBLE FOR DETERMINING EXACT LOCATIONS FOR ALL ANCHOR BOLTS, HOLDOWN ANCHORS AND STRAPS PRIOR TO PLACEMENT OF CONCRETE AND/OR INSTALLATION OF STRUCTURAL FRAMING MEMBERS. I. ALL FILL MATERIAL PLACED UNDER SLAB ON GRADES SHALL BE FREE FROM ROOTS, GRASS, OTHER VEGETABLE MATTER, CLAY LUMPS, ROCKS LARGER THAN 4 INCHES, OR OTHER DELETERIOUS MATERIALS. GRASS, GRASS ROOTS AND INCIDENTAL TOPSOIL SHALL NOT BE LEFT BENEATH FILL AREAS. PLACE FILL MATERIALS IN LAYERS NOT EXCEEDING 6" LOOSE DEPTH. BEFORE COMPACTION MOISTEN, OR AERATE EACH LAYER TO PROVIDE OPTIMUM MOISTURE CONTENT. NELSON AVENUE BUTTE COUNTY APR 2 0 2017 DEVELOPMENT SFRVICES 817-0 r LOCATION MAP V. GENERAL PRACTICE NOTES. A. BATHROOM AND RANGEHOOD FANS SHALL VENTILATE TO THE EXTERIOR OF THE STRUCTURE, AND HAVE A BACK DRAFT DAMPER. B. ALL PLUMBING FIXTURES (TOILETS, SHOWER HEADS.... ETC) SHALL BE WATER SAVING FIXTURES OR HAVE FLOW RESTRICTORS, AND BE IN COMPLIANCE WITH CGBS SECTION 4.303 AND MAXIMUM FLOW RATES OF: WATER CLOSETS 1.6 GPM, SHOWER HEADS 2.5 GPM, LAUNDRY FAUCETS 2.2 GPM AND SINK FAUCETS 2.5 GPM AS SET BY THE COLIFORNIA ENERGY COMMISSION. C. ALL INTERIOR AND EXTERIOR HOSE BIBS SHALL BE EQUIPED WITH ANTI -SIPHON DEVICE (EXCEPT AT CLOTHES WASHER. D. ANNULAR SPACES AROUND PIPES, ELECTRIC CABLES, CONDUITS, OR OTHER OPENINGS IN PLATES AT EXTERIOR WALLS SHALL BE PROTECTED AGAINST THE PASSAGE OF RODENTS BY CLOSING SUCH OPENINGS WITH CEMENT MORTAR, CONCRETE MASSONRY OR SIMILAR METHOD PER CGBS SECTIOM 4.410. E. PER CGBS 4.410, AN OPERATION AND MAINTENANCE MANUAL ACCEPTABLE TO THE ENFORCNING AGENCY SHALL BE PROVIDED TO THE BUILDING OCCUPANT OR OWNER AT THE TIME OF FINAL INSPCETION. F. ALL DUCT OPENINGS AND OTHER RELATED AIR DISTRIBUTION COMPONENT OPENINGS SHALL BE COVERED DURING CONSTRUCTION. G. EXTERIOR WALLS OF STRUCTURE SHALL BE WRAPPED WITH TYVEK WRAP AFTER SHEATHING AND PRIOR TO INSTALLATION OF SIDING. H. DRYER VENT SHALL TERMINATE TO THE EXTERIOR OF THE STRUCTURE AT ROOF WITH A BACK DRAFT DAMPER VENT CAP. J. UFER GROUND: (NOT APPLICABLE SINCE THIS IS EXISTING) 1. UFER GROUND ELECTRODE SHALL BE PROPERLY SUPPORTED TO INSURE PROPER PLACEMENT WHILE CONCRETE IS BEING POURED. 4 SUPPORTS MINIMUM, EQUALLY SPACED WITH REBAR NOT TO EXTEND AT EITHER END FARTHER THAN 12 2. REBAR STAKES MAYBE USED FOR SUPPORT OF UFER ONLY WHEN STEEL IS SLEEVED / ENCLOSED WITH A PIECE OF PVC CONDUIT. 3. UFER GROUND REBAR SHALL BE #4 MINIMUM x 17-0", AND CLEAN AND FREE OF FOREIGN MATERIAL TO ENABLE MAXIMUM CONDUCTIVITY, AND LOCATED AT THE CENTER OF FOOTING AND 3" FROM THE BOTTOM OF THE FOOTING. K. WATER HEATER SHALL BE SPACED 1" MAX FROM TWO ADJACENT WALLS AND SECURE WITH TWO STRAPS, ONE WITHIN THE UPPER AND LOWER THIRD OF UNIT, AND MINIMUM OF 4" AWAY FROM CONTROLS. L. ALL VENTS PIPES USED SHALL BE DOUBLE WALLED. SINGLE WALLED VENT PIPES ARE NOT PERMISSIBLE. M. THE GRADE ADJACENT TO THE FOUNDATIONS SHALL BE SLOPED AWAY FROM THE BUILDING A MINIMUM OF 6" WITHIN THE FIRST 10'-0" OR COMPLY WITH THE EXCEPTION IN 2016' SECTION R401.3. �+✓. N. LANDINGS AT EXTERIOR DOORS SHALL COMPLY WITH CBC 2016 SECTION R311.3. VI. WINDOWS A. ALL WINDOWS SHALL BE DUAL GLAZED w/ LOW E MINIMUM. B. ALL WINDOWS SHALL HAVE ONE PANE OF GLASS TEMPERED, UNLESS NOTED OTHERWISE. C. ALL SLIDING GLASS DOORS SHALL HAVE BOTH PANES OF GLASS TEMPERED. D. WINDOW AT BATHTUB SHALL HAVE BOTH PANELS OF GLASS TEMPERED. E. ALL WINDOWS SHALL BE REPLACED. SHEET INDEX SHEET NO. I DESCRIPTION A.0 SITE PLAN, GENERAL NOTES, LOCATION MAP & SHEET INDEX A.1 EXISTING FLOOR PLAN A.2 ELECTRICAL PLAN A.3 EXTERIOR ELEVATIONS, BUILDING SECTION _ 7 Off �� c A,Cull / i - PERMIT 4L7 © / EL'UTTE COUNTY E VELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DATE✓BY— "! � �-)' /' C6 ("-12 U) Z 0 r— V — W w LL) Z � O U H CD w Z O U V) LL] U z w 0 cn w w w QU) cl- :�i �= O Z W I_ —i U < N J O w M (D�- O � 0 L0 <L0 d) QL0 Z O M w0 wI z — W ellf (D < U W Q � Lu Z O z - U Q J -� �W m W W w W Q 0 -Of VJ w Wzon DATE: 08-31-2016 SHEET: As t4lof 4 A01 10-1 E>CISTI NG FLOOR PLAN SCALE: 1/4" = 1'-0" PERMIT # SERVICES ErirrE COW REVIEWED FOR coot comPLIANICE ?; -/ By— ui U z w 0 Cn w w w � �Q z cl- UU o z �J U < N J 00 c� LU O (D °�° O Z ti rn o ry w O 0 0 J w T i* Fx'- ELECTRICAL PLAN SCALE: 1/4" = 1'-0" LEG E N C fit' DUPLEX RECEPT 1/2 HOT GFI A DUPLEX GFI RECEPT GFI wP d DUPLEX GFI WATERPROOF RECEPT P 220 RECEPT 220 CEILING FAN & LIGHT OPTION (AS INDICATED ON PLAN) ELECTRICAL NOTES 4'-0" FLOURESCENT LIGHT LD LED LIGHT LIGHT YYY SIZE X RECESSED LIGHT -p EXHAUST FAN w/ LED LIGHT WP EXHAUST FAN w/ LED LIGHT WET AREA APROVED MOTION SENSOR PHOTO 1 -S CONTROL LIGHT TR TIMER RIOSTAT 0 MOTION SENSOR S SINGLE RECEPT S DUPLEX RECEPT fit' DUPLEX RECEPT 1/2 HOT GFI A DUPLEX GFI RECEPT GFI wP d DUPLEX GFI WATERPROOF RECEPT P 220 RECEPT 220 CEILING FAN & LIGHT OPTION (AS INDICATED ON PLAN) ELECTRICAL NOTES 4'-0" FLOURESCENT LIGHT LD LED LIGHT LIGHT YYY SIZE X RECESSED LIGHT -p EXHAUST FAN w/ LED LIGHT WP EXHAUST FAN w/ LED LIGHT WET AREA APROVED MOTION SENSOR PHOTO 1 -S CONTROL LIGHT TR TIMER RIOSTAT 0 MOTION SENSOR S SWITCH S THREE-WAY SWITCH 3 W S FOUR-WAY SWITCH 4 U Sp DIMMER SWITCH © CABLE TV a TELEPHONE JACK @D A/C SMOKE ALARM w/BATTERY BACKUP © A/C SMOKE & CO ALARM w/BATTERY BACKUP OT THERMOSTAT FI ✓P Er�iYu Bi1TTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE �J DATE 1. ALL 120V SINGLE PHASE 15 AND 20 AMP BRANCH CIRCUITS INSTALLED IN DWELLING UNIT FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, CLOSET, HALLWAYS, OR SIMILAR ROOMS SHALL BE PROTECTED BY A LISTED COMBINATION ARC -FAULT CIRCUIT INTERRUPTER. (INCLUDES: RECEPTACLES, LIGHTS, AND SMOKE ALARMS). (SEC. 210-12(A), 2016 CALIFORNIA ELECTRICAL CODE) 2. KITCHENS: MINIMUM TWO 20 AMP SMALL APPLIANCE CIRCUITS REQUIRED. SMALL APPLIANCE CIRCUITS MUST SERVE ALL COUNTERTOP, EXPOSED WALL, REFRIGERATOR (REFRIGERATOR OKAY ON INDIVIDUAL >_ 15A). NO OTHER OUTLETS SERVED (e.g. LIGHTING). RECEPTACLE OUTLETS - WALL COUNTERTOP SPACES: INDIVIDUAL COUNTERS > 12" WIDTH REQUIRES A (RECEPTACLE OUTLET. NO POINT ALONG THE COUNTERTOP IS > 24" FROM A RECEPTACLE. ISLANDS & PENINSULAS REQUIRE MINIMUM 1 (ONE) RECEPTACLE. ALL RECEPTACLES SERVING COUNTERTOPS TO BE GFCI PROTECTED. DISHWASHER AND DISPOSER ARE NOT ON SAME CIRCUIT. C.E.C. 210.20 A, C C.E.C. 210.11 C - C.E.C. 210.52 BI, 2 - 210.52C 3. BATHROOMS: PROVIDE AT MINIMUM, ONE 20 AMP BRANCH CIRCUIT TO SUPPLY BATHROOM RECEPTACLE OUTLET(S). SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS. INSTALL AT LEAST ON RECEPTACLE OUTLET WITHIN 3'-0" OF OUTSIDE EDGE OF EACH BASIN. LOCATE ON ADJACENT WALL, PARTITION, OR BASIN CABINET 5 12" BELOW COUNTERTOP - GFCI PROTECTED, EXCEPTION: WHERE THE 20 AMP CIRCUIT SUPPLIES A SINGLE BATHROOM, OUTLETS FOR OTHER EQUIPMENT WITHIN THE SAME BATHROOM SHALL BE PERMITTED TO BE SUPPLIED IN ACCORDANCE WITH 210.23(A)(1) AND (A)(2) (LIGHTS AND FAN) C.E.C.210.1 1(C) 4. ALL LIGHTS HI-EFFICACT / 5. EXTERIOR LIGHTING HI-EFFICACY-W,ON PHOTO -CONTROL WITH MOTION SENSOR 6. ALL WIRING SHALL BE REMOVED AND REPLACED. L o So W U z w 0 U) W w c Q Q F- U U o z =J U < N ---I w � 0 I� V °r° 0 cl- ti L0 i d7 LO z(y)01L1 O W J 0� O J w _ U �-- m 0 U W IZ Lu_ ►- W I- DATE: 08.31.2016 SHEET: A02 # 3 of 4 SOUTH ELEVATION 1/4'= P-0" NORTH ELEVATION 1/4" = P-0` I EAST ELEVATION REMOVE & REPLACE EXISTING ROOFING w/ 30 YEAR CLASS A COMPOSITION Cull.l/'`1 C /l\/rn Anil_ rrlT WATER HEATER CLOSET USE NEW 5/8" GWB INS NEW R-15 INSULATI, WEST ELEVATION BUILDING SECTION 1/4'= P-0' TE COUNTY DEVELOPMENT SERVICES REVIEWED FOR RODE COMPLIANCE BY 5 INSULATION U) z 0 cz EAST ELEVATION REMOVE & REPLACE EXISTING ROOFING w/ 30 YEAR CLASS A COMPOSITION Cull.l/'`1 C /l\/rn Anil_ rrlT WATER HEATER CLOSET USE NEW 5/8" GWB INS NEW R-15 INSULATI, WEST ELEVATION BUILDING SECTION 1/4'= P-0' TE COUNTY DEVELOPMENT SERVICES REVIEWED FOR RODE COMPLIANCE BY 5 INSULATION U) z O r� �/ , W ct Lu Lu OJ 0 rZ V Lu Z � O U ci W U Z W 0 Cn W w Q � U o z =J U w CV -� (D CO � °r° O O U) ti z `0 Ln O r LCA Z O M QLO O F— W U O -� W W WW ♦ /) cr U V O � _z m W 0 0 W Q Lu Xelf J W c DATE: 08.31.2016 SHEET: ■ # 4 of 4 a r