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B16-2718 058-050-021
HAIVIIL,TON RESIDENCE 11300 NELSON BAR ROAD - OROVILLE, CA 95965 - BUTTE COUNTY - CALIFORNIA NOTES 1. THE GENERAL CONTRACTOR AND ALL SUB -CONTRACTORS SHALL CAREFULLY AND THOROUGHLY EXAMINE THE PROJECT SITE, FIELD VERIFY ALL CONDITIONS, GRADES, ELEVATIONS AND DIMENSIONS OF THE VARIOUS FEATURES OF THE PROJECT SITE AND SHALL COMPARE THE DRAWINGS WITH THE EXISTING SITE CONDITIONS. DISCREPANCIES SHALL BE REPORTED IMMEDIATELY TO THE ARCHITECT, IN WRITING, BEFORE BEGINNING WORK. 2. THE GENERAL CONTRACTOR, AND ALL SUB -CONTRACTORS, SHALL REVIEW AND THOROUGHLY EXAMINE AND FAMILIARIZE THEMSELVES WITH ALL ELEMENTS AND CONDITIONS IN THE CONTRACT DRAWINGS AND SPECIFICATIONS. THE GENERAL CONTRACTOR, AND ALL SUB -CONTRACTORS, SHALL VERIFY ALL DIMENSIONS ON THE DRAWINGS. ANY DISCREPANCIES AND / OR CONDITIONS NEEDING CLARIFICATION SHALL BE REPORTED IMMEDIATELYLITHE ARCHITECT, IN WRITING, BEFORE BEGINNING WORK. 1 3. ALL CONSTRUCTION, FABRICATION AND fNSTALLATIONS SHALL CONFORM TO THE LATEST ADOPTED EDITIONS OF THE C.B.C,, C.R.C., C.M.C., C.P.C., C.E.C. & ANY FEDERAL, STATE AND LOCAL CODES, REGIA ATIO)xS AND ORDINANCES OF THE GOVERNING AGENCY HAVING JURISDICTION OVER THE PROJECT. SUCH APPLICABLE CODES, ETC., ARE THOSE WHICH ARE IN EFFECT AT TI IE TIME THE PERMIT APPLICATION FOR THE PROJECT IS RECORDED. 4. EACH TRADE SHALL BE RESPONSIBLE FOR KNOWLEDGE OF RELATIVE INFORMATION CONTAINED IN THESE DOCUMENTS AND THE CONDITIONS UNDER WHICH HE WILL BE EXPECTED TO PERFORM. 5. DUE TO REPROGRAPHIC PROCESSES, THESE PLANS MAY NOT BE ACCURATE AND TO SCALE. ALL DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE SHOWN AND, IN NO CASE, SHALL WORKING DIMENSIONS BE SCALED FROM PLANS, SECTIONS, ELEVATIONS OR DETAILS. 6. THE STRUCTURAL, MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS ARE SUPPLEMENTARY TO THE ARCHITECTURAL DRAWINGS. SHOULD TI )ERE BE ANY DISCREPANCY BETWEEN THE VARIOUS DRAWINGS, IT SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION FOR CLARIFICATION. 7. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER'S REPRESENTATIVE FOR INSTALLATION OF SPECIAL MANUFACTURING EQUIPMENT NOT SHOWN IN THESE DRAWINGS. g, WHERE CONSTRUCTION DETAILS ARE NOT SHOWN OR NOTED FOR ANY PART OF THE WORK, DETAILS SHALL BE THE SAME AS FOR OTHER SIMILAR FIRST CLASS WORK; FOR THE TRADE INVOLVED, THE DEVELOPER SHALL BE NOTIFIED IMMEDIATELY, IN WRITING, OF ANY ALTERNATE NON-STANDARD OR UNTESTED METHOD(S) PROPOSED. 9, ALL EXISTING UTILITIES OR STRUCTURES ARE INDICATED ON THESE PLANS BASED ON INFORMATION OF RECORD. THE CONTRACTOR SHALL TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH OCCUR DUE TO HIS FAILURE TO LOCATE AND PROTECT ANY AND ALL UNDERGROUND UTILITIES. 10. THE GENERAL CONTRACTOR, AND ALL SUB -CONTRACTORS, SHALL BE RESPONSIBLE FOR THE ENFORCEMENT OF ALL REQUIREMENTS AND REGULATIONS AND SHALL PERFORM ALL WORK ON THIS PROJECT IN COMPLIANCE WITH THE STATE OF CALIFORNIA OCCUPATIONAL SAFETY AND HEALTH ACT. 11. AS REQUIRED, THE GENERAL CONTRACTOR, AND SUB -CONTRACTORS, SHALL CLEAN, PATCH AND / OR REPAIR ALL SURFACES DAMAGED BY DEMOLITION OR ALTERATION OF WORK, AS ASSOCIATED WITH EACH TRADE. 12. THE GENERAL CONTRACTOR, AND SUB -CONTRACTORS, SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL DEBRIS FROM THE BUILDING PREMISES, AS ASSOCIATED WITH EACH TRADE. BUILDING TRASH RECEPTACLES ARE NOT TO BE USED FOR CONSTRUCTION DEBRIS. 13. FURNITURE & FIXTURES TO BE FURNISHED BY OWNER, INSTALLED BY CONTRACTOR. LEGEND ELEVATION KEY OR SECTION KEY SHEET NUMBER DETAIL NUMBER OR SECTION KEY SHEET NUMBER ANGLE NOTE NUMBER REVISION NUMBER (DELTA) A SHEET NUMBER D I-1 B C ELEVATION LETTER Periods only used on one word abbreviations, if the abbreviation ABBREVIATIONS is a different word by itself; e.g. ARCH., BIT., and LAM. u Periods are usually used when abbreviating multiple words, unless they 1 are very common without periods; e.g. AFF, HVAC, R/A, and WWM. SQUARE FOOTAGES , ...., SAND OR GRAVEL FELL & AND 2X4 WOOD STUD WALLS, U.N.O FA FIRE ALARMPAR pER) PARALLEL CONDITIONED AREAS: 2X6 WOOD STUD WALLS, U.N.O. C AT F FAS FASTEN1 P.BD, PARTICLE BOARD ® DIMENSIONAL LUMBER C CENTERLINE BLOCKING FAU FORCED AIR UNIT P.B. PUSII BUTTON SEE WALL SCHEDULE ON CONSTRUCTION d PENNY F.B. FACE BRICK PC. CONC. PRECAST CONCRETE REAR PORCH 122 # POUND/NUMBER 778 F.B.O. FURNISHED BY OTHERS PDR POWDER P PROPERTY LINE i F.D. FLOOR DRAIN P.E. PORCELAIN ENAMEL 0 ROUND / DIAMETER F.E. FIRE EXTINGUISHER PED PEDESTAL (SINK) ANCHOR BOLT F.F. FINISH FLOOR (LINE) PERI PERIMETER AA.B. F.G. FINISHED GRADE PKG PARKING ABV ABOVE FGL FIBERGLASS PL PLATE (HEIGHT) A/C AIR CONDITIONING ACC ACCESS FIN FINISH P.LAM. PLASTIC LAMINATE AC.T. ACOUSTICAL TILE (CLG) FLG FLASHING PLAS PLASTER AFF ABOVE FINISH FLOOR FLR FLOORING) PNL PANEL A.D. AREA DRAIN FL FLORESCENT (LIGHT) PVT PAINT(ED) ADD ADDENDUM FN FENCE P.O.C. POINT OF CONNECTION ADH ADHESIVE FND FOUNDATION PR PAIR (OF) ADJ ADJUSTABLE F.O. FACE OF PREFAB PREFABRICATED AGG AGGREGATE F.O.S. FACE OF STUD PSF POUNDS PER SQUARE FOOT A.H.U. AIR HANDLING UNIT FP FIRE PROOF PSI POUNDS PER SQUARE INCH ALT ALTERNATE FPL FIREPLACE PIN PARTITION ALUM ALUMINUM FR FRAME(D)(ING) P.T. PRESSURE TREATED (WOOD) A.P. ACCESS PANEL FS FULL SIZE PV PAVE OR PAVING APX APPROXIMATE FT FOOT / FEET PVC POLYVINYL CHLORIDE IPE ) ARCH. FTG FOOTING T ASPHARCALT A.T. ASPHALT FUR FURRED(ING) PWD PLYWOOD A.T. ASPHALT TILE FX FIXED GLASS Q.T. QUARRY TILE AUTO. AUTOMATIC r GA GAUGE AVE AVERAGE GALV GALVANIZED R R RISER ION STAIRS) AWNG AWNING GAR GARAGE RAG RETURN AIR GRILL n B36 36" WIDE BASE CAB. G.B. GYPSUM (WALL) BOARD R.B. RUBBER BASE D BA BATHROOM G.C. GENERALCONTRACTOR RAD RADIUS BD BOARD GD GRADE OR GRADING RBL RUBBLE BE BI -FOLD (DOOR) G.D.O. GARAGE DOOR OPENER R.D. ROOF DRAIN BIT, BITUMINOUS GFI GROUND FAULT INTERRUPTER REF REFERENCE BLKG BLOCKING GL GLASS OR GLAZING REFR REFRIGERATOR BLDG BUILDING GL.BK. GLASS BLOCK REG REGULAR BLK BLOCK (CMUs) G.I. GALVANIZED IRON REQ REQUIRED BLKG BLOCKING GSM GALVANIZED SHEET METAL RES RESILIENT BM BEAM GT GROUT REV REVISION(S), REVISED B.M. BENCHMARK GYP GYPSUM REINF REINFORCEDJNG) BP BI -PASS (DOOR) GYP BD GYPSUM BOARD RFG ROOFING BRIG BEARINGu 42"H 42" HIGH (WALL) JUNCTION BOX BRK BRICK 1 1 HB HOSE BIBB RLG RAILING B.S. BOTH SIDES H.C. HOLLOW CORE R&M RANGE W/MICROWAVE BSMT BASEMENT HD HEAD OR HARD RM ROOM ROUGH OPENING BTM OR BOT BOTTOMR.O. H.D. HEAT DETECTOR OR HEAVY DUTY R.O.W. RIGHT OF WAY BTWN BETWEEN HDR HEADER B.U.R. BUILT UP ROOF ILDW HARDWARE, S SOUTH AVL BEVELED HGT HEIGHT B.W. BOTH WAYS H.M. HOLLOW METAL SC SOLID CORE CABINET HORZ HORIZONTAL SCH SCHEDULE(DOOR) CCAB ER HOUR SD SMOKE DETECTOR C.B. CATCH BASIN CEM CEMENT H.R. HALF ROUND (WINDOW) SEC SECTION SERV SERVICE CER CERAMIC HS HORIZONTAL SLIDER S.F. SQUARE FEET CF CUBIC FOOT HTG HEATING HVAC HEATINGNENTILATING/AIR COND. SF.GL. SAFETY GLASS CHAM CHAMFER HWD HARDWOOD (FLOORS) S.G.D. SLIDING GLASS DOOR C.I. CAST IRON SH SINGLE HUNG OR SHELF(VING) C.I.P. CONC. CAST -IN-PLACE CONC. T I.B. IRONING BOARD SHT (DRAWING) SHEET CIR CIRCLE 1 I.D. INSIDE DIAMETER SHTHG SHEATHING CHIC CIRCUMFERENCE I.L.O. IN LIEU OF SIM SIMILAR C.J. CONTROL JOINT OR CONSTRUCTION JOINT I.M. INSULATED METAL SKI, SKYLIGHT CK CALK(ING) CAULK(ING) INS OR INSUL INSULATED(TION) SL SLOPE / SLIDING CL CLOSET OR CENTER LINE INT INTERIOR SNT SEALANT CLG CEILING S&P SHELF AND POLE CLR CLEAR(ANCE) T JAN JANITOR SPC SPACER CLS CLOSURE OR CLOSER (DOOR) J JST JOIST (FLOOR OR ROOF) SPEC SPECIFICATIONS CM CENTIMETER(S) JT JOINT SPK (AUDIO) SPEAKER(S) CMU CONCRETE MASONRY UNIT S.ST. STAINLESS STEEL C.O. CASED OPENINGV K KD KNOCKDOWN (CEILING) STD STANDARD COL COLUMN KIT KITCHEN SIG OR STO STORAGE COMB COMBINATION KO KNOCKOUT STL STEEL CONC CONCRETE KPL KICKPLATE(ON DOOR) SIR STRUCTURAL COND (AC)CONDENSER K/S KNEE SPACE SQ SQUARE CONST CONSTRUCTION SUS SUSPENDED J CONT CONTINUOUS T L LENGTH S.W. SHEAR WALL CONTR CONTRACTOR L LA LAUNDRY SYM SYMBOL CORR CORRUGATED LAM. LAMINATE(D) S4S SMOOTH FOUR SIDES CPR COPPERS&P LAV LAVATORY (SINK) SINGLE SHELF / SINGLE POLE • C OR CPT CARPET 2S&2P DOUBLE SHELF /DOUBLE POLE CRS COURSE(S) L.B.O. LOCATION BY OTHERS 2S&IP DOUBLE SHELF/ SINGLE POLE CR CORROSION RESISTANT LIV LIVING L.L. LIVE LOAD rT` T TREAD (AT STAIRS) OR TILE CSMT CASEMENTL.P. C.ST. CAST STONE LAMINATED PLASTIC 1 T.B. TOWER BAR LT LIGHT T.B.D. TO BE DETERMINED C.T. CERAMIC TILE L.T. LAUNDRY TUB TC TERRA COTTA CTR CENTER OR COUNTER LTL LINTEL T.C.J. TROWELED CONTROL JOINT CX CONNECTION LUM LUMINOUS TEMP. TEMPERED (GLASS) CY CUBIC YARD LVL LAM VENEER LUMBER (BEAMS) T&G TONGUE & GROOVE 12"D 12" DEEP LVR LOUVER TEL TELEPHONE D D DRYER, OR DRAIN THK THICK(NESS) DBL DOUBLE M METER(S) TIIR THRESHOLD DECO DECORATIVE MAX MAXIMUM T.O.C. TOP OF CURB DFM DEMOLISH, DEMOLITION MAS MASONRY T.O.F. TOP OF FOUNDATION DEP DEPRESSED MATL MATERIAL T.O.M. TOP OF MASONRY DET DETAIL MBA MASTER BATH T.O.W. TOP OF WINDOW D.F. DRINKING FOUNTAIN MBD MASTER BEDROOM IR OR TRN TRANSOM (WINDOW) DH DOUBLE HUNG MC MEDICINE CABINET TP TOILET PAPER HOLDER DIAM DIAMETER MECH MECHANICAL TV TELEVISION OUTLET OR LOCATION DIAG DIAGONAL MED MEDIUM TYP TYPICAL DIM DIMENSION MET METAL MFR. MANUFACTURER T T UC UNDERCUT(DOOR) DISP DISPOSAL MII MANHOLE �J LINE UNFINISHED DIV MIN MINIMUM U.N.O. UNLESS NOTED OTHERWISE D.L. DEADTER LOAD MIR MIRROR DN DOWN (STAIRS) MISC MISCELLANEOUS V VB VANITY BASE D.P. DAMP -PROOFING MLD MOLDING V.B. VAPORBARRIER DR DOOR MM MILLIMETER VB36 36" WIDE VANITY BASE DRY DRYERMACHINE MMB MEMBRANE VERT VERTICAL DS DOWNSPOUT MOMASONRY OPENING VEST VESTIBULE D/S DRAWER STACK (CABINET) .. MOD MODULAR VIN (SHEET) VINYL. - D.T. DRAIN TILE MRB MARBLE V.S. VEGETABLE SINK DTL DETAIL V.T. VINYL TILE DW DISH WASHER MTI' METAL V.T.R. VENT THRU ROOF DWG DRAWING MT MOUNTED(ING) DWR DRAWER MULL MULLION OR MULLEDj T W3630 36"W X 3011 WALL CAB V Y W WIDE /WASHING MACHINE /WEST E E EAST N N NORTH N.I.C. NOT IN CONTRACT WC WATERCLOSET EA EACH WD WOOD EB EYEBROW (FLAT ARCH) NL NAILABLE WDW WOW E.F. EACH FACE NG NATURAL GRADE WE WIDE FLANGE (STEEL BEAM) E.J. EXPANSION JOINT NO NUMBER WH WATER HEATER ELEV ELEVATION NOM NOMINAL W.H. WALL HUNG ELEC ELECTRIC(AL) N.T.S. NOT TO SCALE WI WROUGHT IRON ENCL ENCLOSURE N.G.V.D. NAT. GEODETIC VERTICAL DATUM WIC WALK-IN CLOSET E.P. ELECTRICAL PANEL W/ W/O WITH OR WITHOUT EEQUAL OA OVERALL WP WATERPROOF(ENG) EST ESTIMATE OBS OBSCURE (GLASS) W.R. WATER RESISTANT E.W.C. ELECTRIC WATER COOLER O.C. ON CENTER O.CAB. OVERHEAD CABINET W.S. WATER SOFTENER EXG EXISTING O.D. OUTSIDE DIAMETER WSCT WAINSCOT EXH EXHAUST O.G.D. OVERHEAD GARAGE DOOR W.T.W. WALL TO WALL EXT EXTERIOR OH OVERHEADWWF WELDED WIRE FABRIC OPNG OPENING WWM WELDED WIRE MESH OPT OPTIONAL OSA OUTSIDE AIR OSB ORIENTED STRAND BOARD NOTES 1. THE GENERAL CONTRACTOR AND ALL SUB -CONTRACTORS SHALL CAREFULLY AND THOROUGHLY EXAMINE THE PROJECT SITE, FIELD VERIFY ALL CONDITIONS, GRADES, ELEVATIONS AND DIMENSIONS OF THE VARIOUS FEATURES OF THE PROJECT SITE AND SHALL COMPARE THE DRAWINGS WITH THE EXISTING SITE CONDITIONS. DISCREPANCIES SHALL BE REPORTED IMMEDIATELY TO THE ARCHITECT, IN WRITING, BEFORE BEGINNING WORK. 2. THE GENERAL CONTRACTOR, AND ALL SUB -CONTRACTORS, SHALL REVIEW AND THOROUGHLY EXAMINE AND FAMILIARIZE THEMSELVES WITH ALL ELEMENTS AND CONDITIONS IN THE CONTRACT DRAWINGS AND SPECIFICATIONS. THE GENERAL CONTRACTOR, AND ALL SUB -CONTRACTORS, SHALL VERIFY ALL DIMENSIONS ON THE DRAWINGS. ANY DISCREPANCIES AND / OR CONDITIONS NEEDING CLARIFICATION SHALL BE REPORTED IMMEDIATELYLITHE ARCHITECT, IN WRITING, BEFORE BEGINNING WORK. 1 3. ALL CONSTRUCTION, FABRICATION AND fNSTALLATIONS SHALL CONFORM TO THE LATEST ADOPTED EDITIONS OF THE C.B.C,, C.R.C., C.M.C., C.P.C., C.E.C. & ANY FEDERAL, STATE AND LOCAL CODES, REGIA ATIO)xS AND ORDINANCES OF THE GOVERNING AGENCY HAVING JURISDICTION OVER THE PROJECT. SUCH APPLICABLE CODES, ETC., ARE THOSE WHICH ARE IN EFFECT AT TI IE TIME THE PERMIT APPLICATION FOR THE PROJECT IS RECORDED. 4. EACH TRADE SHALL BE RESPONSIBLE FOR KNOWLEDGE OF RELATIVE INFORMATION CONTAINED IN THESE DOCUMENTS AND THE CONDITIONS UNDER WHICH HE WILL BE EXPECTED TO PERFORM. 5. DUE TO REPROGRAPHIC PROCESSES, THESE PLANS MAY NOT BE ACCURATE AND TO SCALE. ALL DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE SHOWN AND, IN NO CASE, SHALL WORKING DIMENSIONS BE SCALED FROM PLANS, SECTIONS, ELEVATIONS OR DETAILS. 6. THE STRUCTURAL, MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS ARE SUPPLEMENTARY TO THE ARCHITECTURAL DRAWINGS. SHOULD TI )ERE BE ANY DISCREPANCY BETWEEN THE VARIOUS DRAWINGS, IT SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION FOR CLARIFICATION. 7. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER'S REPRESENTATIVE FOR INSTALLATION OF SPECIAL MANUFACTURING EQUIPMENT NOT SHOWN IN THESE DRAWINGS. g, WHERE CONSTRUCTION DETAILS ARE NOT SHOWN OR NOTED FOR ANY PART OF THE WORK, DETAILS SHALL BE THE SAME AS FOR OTHER SIMILAR FIRST CLASS WORK; FOR THE TRADE INVOLVED, THE DEVELOPER SHALL BE NOTIFIED IMMEDIATELY, IN WRITING, OF ANY ALTERNATE NON-STANDARD OR UNTESTED METHOD(S) PROPOSED. 9, ALL EXISTING UTILITIES OR STRUCTURES ARE INDICATED ON THESE PLANS BASED ON INFORMATION OF RECORD. THE CONTRACTOR SHALL TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH OCCUR DUE TO HIS FAILURE TO LOCATE AND PROTECT ANY AND ALL UNDERGROUND UTILITIES. 10. THE GENERAL CONTRACTOR, AND ALL SUB -CONTRACTORS, SHALL BE RESPONSIBLE FOR THE ENFORCEMENT OF ALL REQUIREMENTS AND REGULATIONS AND SHALL PERFORM ALL WORK ON THIS PROJECT IN COMPLIANCE WITH THE STATE OF CALIFORNIA OCCUPATIONAL SAFETY AND HEALTH ACT. 11. AS REQUIRED, THE GENERAL CONTRACTOR, AND SUB -CONTRACTORS, SHALL CLEAN, PATCH AND / OR REPAIR ALL SURFACES DAMAGED BY DEMOLITION OR ALTERATION OF WORK, AS ASSOCIATED WITH EACH TRADE. 12. THE GENERAL CONTRACTOR, AND SUB -CONTRACTORS, SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL DEBRIS FROM THE BUILDING PREMISES, AS ASSOCIATED WITH EACH TRADE. BUILDING TRASH RECEPTACLES ARE NOT TO BE USED FOR CONSTRUCTION DEBRIS. 13. FURNITURE & FIXTURES TO BE FURNISHED BY OWNER, INSTALLED BY CONTRACTOR. LEGEND ELEVATION KEY OR SECTION KEY SHEET NUMBER DETAIL NUMBER OR SECTION KEY SHEET NUMBER ANGLE NOTE NUMBER REVISION NUMBER (DELTA) A SHEET NUMBER D I-1 B C ELEVATION LETTER DOCUMENTS FOR WALLS NOT LISTED ON THIS SCHEDULE. PROJECT INFORMATION EARTH SQUARE FOOTAGES , ...., SAND OR GRAVEL FELL V -B 2X4 WOOD STUD WALLS, U.N.O LAND USE EXISTING WALLS, U.N.O. CONDITIONED AREAS: 2X6 WOOD STUD WALLS, U.N.O. ® BRICK, U.N.O. ::.Q••.. v.".• CONCRETE ® DIMENSIONAL LUMBER NON -CONDITIONED AREAS: BLOCKING ® ;NSULATION SEE WALL SCHEDULE ON CONSTRUCTION DOCUMENTS FOR WALLS NOT LISTED ON THIS SCHEDULE. PROJECT INFORMATION THE PROJECT SHALL COMPLY WITH THE FOLLOWING BUILDING CODES: CALIFORNIA BUILDING COGS (BASED ON 2012 IBC) 2013 EDITION CALIFORNIA RESIDENTIAL (BASED ON 2012 IBC)2013 EDITION CALIF :.. 1 ORNIA GREEN BUILDING STANDARDS CODE 2013 EDITION CALIFORNIA PLUMBING CODE (BASED ON 2012 UPC) 2013 EDITION CALIFORNIA MECHANICAL COO DE (BASED ON 2012 UMC) 2013 EDITION CALIFORNIA ELECTRICAL CODE (BASED ON 2011 NEC) 2013 EDITION CALIFORNIA ENERGY STANDARDS, TITLE 24 (AS OF OCTOBER 1, 2005jpl1 2010 -EDITION CALIFORNIA FIRE CODE (BASED ON 2012 IFC) ;` 2013 EDITION CALIFORNIA ENERGY STANDARDS (BASED ON 2005 ECS) ; ' 2010 EDITION ALL OTHER APPLICABLE STATE, COUNTY AND LOCAL CODES SQUARE FOOTAGES , ...., CONSTRUCTION V -B SQ. FT. LAND USE RESIDENTIAL/AGRICULTURE CONDITIONED AREAS: ,...,,..,........ ..... _. NEW RESIDENCE 2,124 TOTAL CONDITIONED AREAS 2,124 ; ELECTRICAL E1.0 NON -CONDITIONED AREAS: E2.0 NEW GARAGE.w 587 COVERED AREAS: _ �I FRONT PORCHES 656 REAR PORCH 122 TOTAL AREAS 778 I i i COUNTY ASSESSOR I1�F ORMATION OCCUPANCY GROUP R -3/U CONSTRUCTION V -B GREEN CODE NOTES LAND USE RESIDENTIAL/AGRICULTURE LOT AREA 14 ACRES C0.0 OVERALL SITE PLAN C0.1 PROPOSED SITE PLAN DESIGNER / ENGINEER HAS REVIEWED THE TRUSS SUBMITTAL AND ALL LOADING DESIGN CRITERIA HAVE BEEN MET I t=E COUNTY ,JAN 17 2017 DF1, 1:I_-()i'vlLN i V SHEET INDEX CS COVER SHEET GNI GENERAL NOTES GN2 GREEN CODE NOTES GN3 GREEN CODE NOTES ENI CF -IR (ENERGY CALCULATIONS) C0.0 OVERALL SITE PLAN C0.1 PROPOSED SITE PLAN ARCHITECTURAL A1.0 FLOOR PLAN ALL DIMENSIONED FRAMING PLAN A2.0 EXTERIOR ELEVATIONS A2.1 EXTERIOR ELEVATIONS A2.2 SECTIONS A3.0 ROOF PLAN A3.1 ROOF VENTILATION PLAN ELECTRICAL E1.0 ELECTRICAL LIGHTING PLAN E2.0 ELECTRICAL OUTLET PLAN STRUCTURAL S 1.0 FOUNDATION PLAN S2.0 SHEAR WALL PLAN STRUCTURAL PER SUMMIT ENGINEERING SN STRUCTURAL NOTES SDI DETAILS SD2 DETAILS SD3 DETAILS PERMIT k A81 & Z 1/60 BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE CONIPLIAN E DATE -- - - - BY-- =Le DEFERRED SUBMITTALS 1. FIRE SPRINKLERS 2. THE PROPANE COMPANY THAT WILL INSTALL THE PROPANE TANK ON THE PROPERTY WILL SPECIFY THE EXACT LOCATION, SIZE AND ANCHORAGE FOR THE PROPANE TANK, AS PER BUTTE COUNTY MUNICIPAL CODE VICINITY MAP IIIR! 111011i: PROJECT LOCATION i I NOT TO SCALE V�9 O O O W � J O x W � T -H o� F. DATE BY No. Q01-10-17 MR MMR CHECKED 13Y DATE 11-08-16 SCALE AS SHOWN .1013 NO. 016-005 SHF1`7 C S SIGNATURE i� THIS PROPERTY IS WITHIN A WILDLAND URBAN INTERFACE (WUI) & MUST COMPLY WITH THE FOLLOWING: COMPLY WITH THE REQUIREMENTS OF 2013 CRC SECTION R327, MATERIALS & CONSTRUCTION METHODS FOR EXTERIOR WILDFIRE EXPOSURE. EXTERIOR COVERING: R327.7 GENERAL: R327.7.2 THE FOLLOWING EXTERIOR COVERING MATERIALS AND/OR ASSEMBLIES SHALL COMPLY WITH THIS SECTION: EXTERIOR WALL COVERING MATERIAL, EXTERIOR WALL ASSEMBLY, EXTERIOR EXPOSED UNDERSIDE OF ROOF EAVE OVERHANGS, EXTERIOR EXPOSED UNDERSIDE OF ROOF EAVE SOFFITS, EXPOSED UNDERSIDE OF EXTERIOR PORCH CEILINGS, EXTERIOR EXPOSED UNDERSIDE OF FLOOR PROJECTIONS, & EXTERIOR UNDER FLOOR AREAS. EXCEPTIONS: 1) EXTERIOR WALL ARCHITECTURAL TRIM, EMBELLISHMENTS, FASCIAS & GUTTERS. 2) ROOF OR WALL TOP CORNICE PROJECTIONS & SIMILAR ASSEMBLIES. 3) ROOF ASSEMBLY PROJEC'T'IONS OVER GABLE END WALLS. 4) SOLID WOOD RAFTER TAILS & SOLID WOOD BLOCKING INSTALLED BETWEEN RAFTERS HAVING MINIMUM DIMENSION 2 INCH NOMINAL. 5) DECK WALKING SURFACES SHALL COMPLY WITH SECTION R327.9 ONLY. EXTERIOR WALLS: R327.7.3 THE EXTERIOR WALL COVERING OR WALL ASSEMBLY SHALL COMPLY WITH ONE OF THE FOLLOWING REQUIREMENTS: 1) NONCOMBUSTIBLE MATERIAL. 2) IGNITION -RESISTANT MATERIAL. 3) HEAVY TIMBER EXTERIOR WALL ASSEMBLY. 4) LOG WALL CONSTRUCTION ASSEMBLY. 5) WALL ASSEMBLIES THAT MEET THE PERFORMANCE CRITERIA IN ACCORDANCE WITH THE TEST PROCEDURES FOR A l0 -MINUTE DIRECT FLAME CONTACT EXPOSURE TEST SET FORTH IN SFM STANDARD 12-7A-1. EXCEPTION: ANY OF TIIE FOLLOWING SHALL BE DEEMED TO MEET TI IE ASSEMBLY PERFORMANCE CRITERIA & INTENT OF THIS SECTION: 1) ONE LAYER OF 5/8 -INCH TYPE X GYPSUM SHEATHING APPLIED BEHIND THE EXTERIOR COVERING OR CLADDING ON THE EXTERIOR SIDE OF THE FRAMING. 2) THE EXTERIOR PORTION OF A l -HOUR FIRE RESISTIVE EXTERIOR WALL ASSEMBLY DESIGNED FOR EXTERIOR FIRE EXPOSURE INCLUDING ASSEMBLIES USING THE GYPSUM PANEL & SHEATHING PRODUCTS LISTED IN THE FIRE DESIGN MANUAL. EXTENT OF EXTERIOR WALL COVERING: R327.7.3.1 EXTERIOR WALL COVERINGS SHALL EXTEND FROM THE TOP OF THE FOUNDATION TO THE ROOF, & TERMINATE AT 2 INCH NOMINAL SOLID WOOD BLOCKING BETWEEN RAFTERS AT ALL ROOF OVERHANGS, OR IN THE CASE OF ENCLOSED EAVES, TERMINATE AT THE ENCLOSURE. OPEN ROOF EAVES: R327.7.4 THE EXPOSED ROOF DECK ON THE UNDERSIDE OF UNENCLOSED ROOF EAVES SHALL CONSIST OF ONE OF THE FOLLOWING: 1) NONCOMBUSTIBLE MATERIAL. 2) IGNITION -RESISTANT MATERIAL. 3) ONE LAYER OF 5/8 -INCH TYPE X GYPSUM SHEATHING APPLIED BEHIND AN EXTERIOR COVERING ON THE UNDERSIDE EXTERIOR OF THE ROOF DECK. 4) THE EXTERIOR PORTION OF A 1 -HOUR FIRE RESISTIVE EXTERIOR WALL ASSEMBLY APPLIED TO THE UNDERSIDE OF THE ROOF DECK DESIGNED FOR EXTERIOR FIRE EXPOSURE INCLUDING ASSEMBLIES USING THE GYPSUM PANEL & SHEATHING PRODUCTS LISTED IN THE GYPSUM ASSOCIATION FIRE RESISTANCE DESIGN MANUAL. EXCEPTIONS: THE FOLLOWING MATERIALS DO NOT REQU'-E PROTECTION: 1) SOLID WOOD RAFTER TAILS ON THE EXPOSED UNDERSIDE OF OPEN ROOF EAVES HAVING A MINIMUM NOMINAL DIMENSION OF 2 INCH. 2) SOLID WOOD BLOCKING INSTALLED BETWEEN RAFTER TAILS ON THE EXPOSED UNDERSIDE OF OPEN ROOF EAVES HAVING A MINIMUM NOMINAL DIMENSION OF 2 INCH. 3) GABLE END OVERHANGS & ROOF ASSEMBLY PROJECTIONS BEYOND AN EXTERIOR WALL OTHER TIIAN AT THE LOWER END OF THE RAFTER TAILS. 4) FASCIA & OTHER ARCHITECTURAL TRIM BOARDS. EXTERIOR PORCH CEILINGS: R327.7.6 THE EXPOSED UNDERSIDE OF EXTERIOR PORCH CEILINGS SHALL BE PROTECTED BY ONE OF THE FOLLOWING: 1) NONCOMBUSTIBLE MATERIAL. r 2) IGNITION -RESISTANT MATERIAL. 3) ONE LAYER OF 5/8 -INCH TYPE X GYPSUM SHEATHING APPLIED - BEHIND THE EXTERIOR COVERING ON THE UNDERSIDE OF THE CEILING. 4) THE EXTERIOR PORTION OF A 1 -HOUR FIRE RESISTIVE {w EXTERIOR WALL ASSEMBLY APPLIED TO THE UNDERSIDE OF k THE CEILING ASSEMBLY INCLUDING ASSEMBLIES USING THE GYPSUM PANEL & SHEATHING PRODUCTS LISTED IN TIIE ' GYPSUM ASSOCIATION FIRE RESISTANCE DESIGN MANUAL. 'y 5) PORCH CEILING ASSEMBLIES WITH A HORIZONTAL UNDERSIDE THAT MEET THE PERFORMANCE CRITERIA IN ACCORDANCE WITH THE TEST PROCEDURES SET FORTH IN SFM STANDARD 12-7A 3. EXCEPTION: ARCHITECTURAL TRIM BOARDS. EXTERIOR WINDOWS & DOORS: SECTION R327.8 EXTERIOR GLAZING: R327.S.2 THE FOLLOWING EXTERIOR GLAZING MATERIALS AND/OR ASSEMBLIES SHALL COMPLY WITH THIS SECTION: '. 1) EXTERIOR WINDOWS. f 2) EXTERIOR GLAZED DOORS. 3) GLAZED OPENINGS WITHIN EXTERIOR DOORS. 4) GLAZED OPENINGS WITHIN EXTERIOR GARAGE DOORS. 5) EXTERIOR STRUCTURAL GLASS VENEER. EXTERIOR WINDOWS & EXTERIOR GLAZED DOOR ASSEMBLY REQUIREMENTS: R327.S.2.1 EXTERIOR WINDOWS & EXTERIOR GLAZED DOOR ASSEMBLIES SHALL COMPLY WITH ONE OF THE FOLLOWING REQUIREMENTS: 1) BE CONSTRUCTED OF MULTIPANE GLAZING WITH A MINIMUM y OF ONE TEMPERED PANE MEETING THE REQUIREMENTS OF { SECTION 2406 SAFETY GLAZING, (TEMPERED; OR { 2) BE CONSTRUCTED OF GLASS BLOCK UNITS, OR 3) HAVE A FIRE -RESISTANCE RATING OF NOT LESS THAN 20 MINUTES WHEN TESTED ACCORDING TO NFPA 257, OR 4) BE TESTED TO MEET THE PERFORMANCE REQUIREMENTS OFSFM STANDARD 12-7A-2. W.U.I. (CONT. EXTERIOR DOORS: R327.S.3 EXTERICR DOORS SHALL COMPLY WITH ONE OF THE FOLLOWING: 1) THE EXTERIOR SURFACE OR CLADDING SHALL BE OF NONCOMBUSTIBLE OR IGNITION -RESISTANT MATERIAL, OR 2) SHALL BE CONSTRUCTED OF SOLID CORE WOOD THAT COMPLY WITII THE FOLLOWING REQUIREMENTS: A. STILES & RAILS SHALL NOT BE LESS THAN 1 3/8 INCHES THICK B. RAISED PANELS SHALL NOT BE LESS THAN 11/4 INCHES THICK, EXCEPT FOR THE EXTERIOR PERIMETER OF THE RAISED PANEL THAT MAY TAPER TO A TONGUE NOT LESS THAN 3/8 INCH THICK. 1) SFIALL HAVE A FIRE -RESISTANCE RATING OF NOT LESS THAN 20 MINUTES WHEN TESTED ACCORDING TO NFPA 252. 2) SHALL BE TESTED TO MEET THE PERFORMANCE REQUIREMENTS OF SFM STANDARD 12-7A-1. EXTERIOR DOOR GLAZING: R327.S.3.1 GLAZING IN EXTERIOR DOORS SHALL COMPLY WITH SECTION 708A.2.1. DECKING: SECTION R327.9 THE WALKING SURFACE MATERIAL OF DECKS, PORCHES, BALCONIES & STAIRS SHALL COMPLY WITH THE REQUIREMENTS OF THIS SECTION. WHERE REQUIRED: R327.9.2 THE WALKING SURFACE MATERIAL OF DECKS, PORCHES, BALCONIES & STAIRS SHALL COMPLY WITH THE REQUIREMENTS OF THIS SECTION WHEN ANY PORTION OF SUCH SURFACE IS WITHIN 10 FEET OF THE BUILDING. DECKING SURFACES: R327.9.3 THE WALKING SURFACE MATERIAL OF DECKS, PORCHES, BALCONIES & STAIRS SHALL BE CONSTRUCTED WITH ONE OF THE FOLLOWING MATERIALS: 1) IGNITION -RESISTANT MATERIAL THAT COMPLIES WITH THE PERFORMANCE REQUIREMENTS OF BOTH SFM STANDARDI2-7A-4 & SFM STANDARD 12-7A-5. 2) EXTERIOR FIRE RETARDANT TREATED WOOD. 3) NONCOMBUSTIBLE MATERIAL. 4) ANY MATERIAL THAT COMPLIES WITH THE PERFORMANCE REQUIREMENTS OF SFM STANDARD 12 -7 A 4A WHEN ATTACHED EXTERIOR WALL COVERING IS ALSO EITHER NONCOMBUSTIBLE OR IGNITION -RESISTANT MATERIAL. EXCEPTION: WALL MATERIAL MAY BE OF ANY MATERIAL THAT 01-HERWISE COMPLIES WITH THIS CHAPTER WHEN THE DECKING SURFACE MATERIAL COMPLIES WITH TIIE PERFORMANCE REQUIREMENTS ASTM E 84 WITH A CLASS B FLAME SPREAD RATING. GENERAL NOTES 1. THE GENERAL CONTRACTOR AND ALL SUB -CONTRACTORS SHALL REVIEW THE PLANS FOR ACCURACY AND VERIFY ALL DIMENSIONS AND COMPLIANCE WITH APPLICABLE CODES PRIOR TO THE START OF CONSTRUCTION. SUBMITTED BIDS WILL BE ACCORDING TO THF REVIEW. 2. ALL CONSTRUCTION, PLUMBING, ELECTRICAL AND MECHANICAL WILL COMPLY TO THE CURRENT CALIFORNIA BUILDING CODE, AS WELL AS COUNTY AND MUNICIPAL CODES. 3. CONSTRUCTION SHALL COMPLY TO ANY AND ALL COVENANTS, CONDITIONS AND RESTRICTIONS RECORDED AGAINST THE LAND. 4. SAFETY, CARE OF ADJACENT PROPERTIES DURING CONSTRUCTION, AND COMPLIANCE WITH ALL APPLICABLE SAFETY REGULATIONS 1S, AND SHALL BE, THE CONTRACTORS' AND ALL SUB -CONTRACTORS' RESPONSIBILITY. 5. GLAZING PLACED WITHIN A 24" ARC OF DOORS, WITHIN 60" OF A TUB OR SHOWER DRAIN OR WITHIN 18" OF A WALKING SURFACE AND GREATER THAN 9 SQ. FT. Sl IALL BE TEMPERED, WIRED, OR SAFETY GLASS. 6. PROVIDE APPROVED LANDING AT ALL EXTERIOR DOORS. LANDINGS SHALL BE AS WIDE AS DOOR OPENING AND 36" MIN. OUT FROM DOOR L NON ADA DOORS. SEE ADA DETAILS FOR HANDICAP ACCESSIBILITY REQUIREMENTS. 7. VENT ALL EXHAUST DUCTS TO OUTSIDE WITI I BACK DRAFT DAMPERS. DRYERS SI IALL BE DUCTED TO OUTSIDE WITH SMOOTH WALL METAL DUCTING. MAX. DRYER DUCT LENGTH IS 14 FEET. DRYER MAY BE VENTED TO THE INTERIOR WITH AN APPROVED INTERIOR LINT TRAP. S. ROOMS WITH WATER CLOSETS, WHICH ARE ADJACENT TO FOOD PREPARATION OR STORAGE ROOMS, SHALL HAVE TIGI IT FITTING DOORS AS PER CBC. 9. INSULATION IN ATTIC NEEDS TO HAVE A MINIMUM OF 1 INCH OF AIR SPACE BETWEEN THE INSULATION AND ROOF SHEATHING AS PER CBC. FOUNDATION 1. MUD SILL TO BE FOUNDATION GRADE REDWOOD OR PRESSURE TREATED. 2. MUD SILL ANCHORS TO BE NOT LESS THAN 1/2" X 10" ANCHOR BOLTS PLACED 6' O.C. AND MAX. 12" FROM ENDS AND SPLICES, MINIMUM 2 BOLTS PER PIECE. UNLESS NOTED OTHERWISE. 3. MAINTAIN MIN. 18" CLEARANCE FROM EARTH TO FLOOR JOISTS, MIN. 12" FROM EARTH TO GIRDERS. 4. FOUNDATION VENTS TO PROVIDE MIN. 1 SQ. FT. NET FOR EACH 150 SQ. FT. OF UNDER FLOOR AREA, SPACED EQUALLY ALONG THE LENGTH OF AT LEAST TWO OPPOSITE SIDES AND AS CLOSE TO THE CORNERS AS POSSIBLE. 5. DECKS 30" OR MORE ABOVE FINISHED GRADE REQUIRE A BUILDING PERMIT AND SHALL HAVE POURED IN PLACE FOOTINGS AND COLUMNS WITI I WET POST ANCHORS. FOOTINGS SHALL BE SIZED FOR REQUIRED SNOW LOAD. 6. PROVIDE UNOBSTRUCTED UNDER FLOOR ACCESS OPENING, MIN. 18" X24" (W/O MECHANICAL) OR MIN. 30" X 30" (NN/MECHANICAL), AND NOT MORE THAN 20' FROM PLUMBING CLEAN -OUTS. PROVIDE MEANS TO CONTROL SURFACE WATER AWAY FROM FOUNDATION OPENINGS. 7. PIPES SHALL BE SLEEVED OR WRAPPED AGAINST CONCRETE ENCASEMENT AND PROTECTED FROM FREEZING. S. STEEL REINFORCING BARS IN THE FOOTING TO BE PLACED NOT CLOSER THAN 3" TO EARTH. 9. REMOVE ALL TREES WITHIN 5' OF FOUNDATIONS. 10. PLACE MAIN SEWER CLEAN OUT WITHIN 4' OF EXTERIOR WALL. AND EXTEND TO GRADE. 11. PROVIDE POSITIVE DRAINAGE OF SURFACE WATER AWAY FROM FOUNDATION, PRIOR TO FINAL INSPECTION. MIN. 2% SLOPE OUT AT LEAST 5' FROM FOUNDATION. THIS SHALL ALSO APPLY TO ALL LANDINGS. FRAMING 1. PROVIDE (2) LAYERS OR GRADE "D" BUILDING PAPER BETWEEN STUDS AND EXTERIOR SIDING. 2. FOUNDATION CRIPPLE WALLS WITH STUDS SHORTER THAN 14" SHALL BE SOLID BLOCKED OR PLYWOOD SHEATHED ON ONE SIDE. 3. FLOOR JOIST SHALL BE DOUBLED WI TEN UNDER AND PARALLEL TO BEARING WALLS. 4. ALL FRAMING CLIPS, ANCHORS, TIES, STRAPS AND CONNECTORS SHALL BE I.C.B.O. APPROVED. NO MODIFICATIONS OF PROPRIETARY FASTENERS ARE PERMITTED WITHOUT APPROVAL FROM MANUFACTURER. 5. PROVIDE APPROVED FIRE STOPPING AT FLOOR AND CEILING LEVELS, DROPPED CEILINGS, SHOWERS, TUBS, SOFFITS, AND ANY OTHER CONCEALED DRAFT OPENINGS OR FURRED SPACE. 6. AT ATTIC AREAS HAVING A CLEAR HEIGHT OVER 30" PROVIDE A 22" X 30" MIN. ATTIC ACCESS. ALSO AND PROVIDE MEANS TO PROTECT WIRING WITHIN 6' OF ATTIC ACCESS. 7. PROVIDE APPROVED SNOW SPLITTER FOR METAL ROOFS AT VENTS AND CHIMNEYS. 8. PROVIDE MIN 48" BETWEEN TOP PLATE SPLICES. 9. PROVIDE PROTECTION, IN APPROVED MANNER, FOR COLUMNS WHICH MAY BE EXPOSED TO DAMAGE FROM MOVING VEHICLES (26 GA. SHEET METAL UP TO 3 FEET) AS PER CBC. METAL 1. FLASHING SHALL BE 24 GA. G.I. METAL GRAVEL STOPS AND BEAM CAPS TO BE 22 GA. G.I. METAL. 2. FRAMING CONNECTIONS TO BE SIMPSON CO. OR EQUAL WOOD NOTES 1. SAWN WOOD MEMBERS SHALL BE DOUGLAS FIR OR LARCH, S4S, AND SHALL BE GRADE MARKED BY A GRADING AGENCY RECOGNIZED BY THE INTERNATIONAL CONFERENCE OF BUILDING OFFICIALS (ICBO). WOOD GRADES, UNLESS NOTED, SHALL BE AS FOLLOWS: LIGHT FRAMING (2" TO 4" THICK & 2" TO 4" WIDE) ... NO.2 JOISTS & HEADERS (2" TO 4" THICK, 6" & WIDER)....NO.2 BEAMS & STRINGERS (6X & LARGER)................NO.] POST & TIMBERS (6X & LARGER) ................ . ...NO.1 2. PLYWOOD SHALL BE APA RATED SHEATHING AND CONFORM TO THE REQUIREMENTS CONTAINED IN CHAPTER 23 OF THE 2007 CBC AND SHALL BE OF THICKNESS AND GRADE AS SHOWN ON THE DRAWINGS, AND BE STAMPED WITH THE TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION. 3. FRAMING ANCHORS, STRAPS, JOIST HANGERS, ETC., SHALL BE AS MANUFACTURED BY THE "SIMPSON COMPANY" OR AN ICBO APPROVED EQUAL. 4. BOLTS SHALL CONFORM TO ASTM A307. NUTS SHALL CONFORM TO ASTM A563, ILEX GRADE, A. 5, ALL BOLT HEADS, NUTS, AND LAC SCREWS BEARING ON WOOD SHALL HAVE STANDARD CUT WASHERS UNLESS NOTED OTHERWISE. 6. BOLT HOLES DRILLED IN WOOD SHALL BE DRILLED 1/32" LARGER THAN THE NOMINAL BOLT DIAMETER EXCEPT FOR PILOT HOLES TO RECEIVE LAG BOLT THREADS. 7. NAILING OF SAWN WOOD MEMBERS, UNLESS OTHERWISE NOTED, SHALL BE DONE WITH COMMON WIRE NAILS AND CONFORM TO TABLE 2304.9.1 OF THE CBC. 8. DIAPHRAGM NAILING SHALL CONFORM TO TABLE 23049.1 OF THE CBC WITH NOMENCLATURE DEFINED AS FOLLOWS: BN = BOUNDARY NAILING AT DIAPHRAGM BOUNDARIES, CONTINUOUS PANEL EDGES, AND AT EDGES OF OPENINGS. EN = EDGE NAILING, PANEL EDGES FN = FIELD NAILING, INTERMEDIATE SUPPORTS 9. WOOD MEMBERS SHALL BE ERECTED WITH POSITIVE CAMBER UPWARDS, AND NEGATIVE CAMBER WHERE INDICATED DOWNWARD. 10. ALL NAILS LARGER THAN 16d, AND ALL NAILING TENDING TO CAUSE SPLITTING OF WOOD MEMBERS, SHALL BE INSTALLED IN PREDRILLED HOLES. 11. CUTTING, DRILLING, OR NOTCHING OF BEAMS/JOISTS/ POSTS SHALL BE PERMITTED ONLY AS SHOWN ON THE DRAWINGS OR AS PER CBC 12. ALL SILLS OR PLATES RESTING ON CONCRETE OR MASONRY, WHICH IS IN DIRECT CONTACT WITH THE EARTH SHALL BE PRESSURE TREATED DOUGLAS FIR, TYP., U.N.O. 13. MOISTURE CONTENT OF WOOD AT THE TIME OF PLACING SHALL NOT EXCEED 19 PERCENT. APPLIANCES IN ATTIC 1. ATTIC ACCESS: AN ATTIC IN WHICH AN APPLIANCE IS INSTALLED SHALL BE ACCESSIBLE THROUGH AN OPENING AND PASSAGEWAY AT LEAST AS LARGE AS THE LARGEST COMPONENT OF THE APPLIANCE, AND NOT LESS THAN 22" x 30" 2. PASSAGEWAY: WHERE THE HEIGHT OF THE PASSAGEWAY IS LESS THAN SIX (6) FEET, THE DISTANCE FROM THE PASSAGEWAY ACCESS TO THE APPLIANCE SHALL NOT EXCEED TWENTY (20) FEET, MEASURED ALONG THE CENTF.RLME OF THE PASSAGEWAY. THE PASSAGEWAY SHALL BE UNOBSTRUCTED AND SHALL HAVE SOLID FLOORING NOT LESS THAN TWENTY-FOUR (24) INCHES WIDE FROM THE ENTRANCE OPENING TO THE APPLIANCE. 3• WORK PLATFORM: A LEVEL WORKING PLATFORM NOT LESS THAN 30" x 30" SHALL BE PROVIDED IN FRONT OF THE SERVICE SIDE OF THE APPLIANCE. 4. LIGHTING & CONVENIENCE OUTLET: A PERMANENT 120 VOLT RECEPTACLE AND A LIGHTING FIXTURE SHALL BE INSTALLED NEAR THE APPLIANCE. THE SWITCH CONTROLLING THE LIGHTING FIXTURE SHALL BE LOCATED AT THE ENTRANCE TO THE PASSAGEWAY. OUTLET/SWITCH LOCATION BELOW COUNTER OUTLETS: THE BOTTOM OF ALL ELECTRICAL, PHONE AND COMMUNICATION OUTLET BOXES TO BE MOUNTED a 13" MIN., ABOVE FINISH FLOOR, TYP., U.N.O. ABOVE COUNTER OUTLETS: THE BOTTOM OF ALL ELECTRICAL, PHONE, AND COMMUNICATION OUTLET BOXES TO BE MOUNTED cr 42" ABOVE BACK SPLASH OR COUNTER TOPS, TYP., U.N.O. LIGHT SWITCHES: THE TOP OF ALL LIGHT SWITCH BOXES TO BE MOUNTED 48" ABOVE FINISH FLOOR, TYP., U.N.O. MISCELLANEOUS 1. PROVIDE ICE DAM FLASHING MIN 30" ABOVE, WALL LINE AT EAVES AND MTN. 30" EACH SIDE OF VALLEYS FOR COMPOSITION SHINGLE ROOFS (ABOVE 3000 FEET ELEV.). 2. ALL METAL ROOFS REQUIRE NON -GLARE SURFACE. 3• PROVIDE POSITIVE DRAINAGE OF SURFACE WATER AWAY FROM FOUNDATION, PRIOR TO FINAL INSPECTION. MIN. 5% SLOPE OUT AT LEAST 10 FT FROM FOUNDATION. THIS SHALL ALSO APPLY TO ALL LANDINGS. 4• ANY CHANGE FROM TI IE APPROVED PLANS SHALL BE APPROVED PRIOR TO CONSTRUCTION. CONFIRM SITE CONDITIONS PRIOR TO CONSTRUCTION. SLOPES AND SOIL CONDITIONS SHALL BE ADDRESSED ON APPROVED PLANS. 5. ALL SPREAD FOOTINGS SHALL BE PLACED 12" MIN. INTO UNDISTURBED NATIVE SOIL. MECHANICAL/PLUMBING 1. APPLIANCES DESIGNED TO BE IN A FIXED POSITION SHALL BE SECURELY FASTENED IN A PLACE. 2. HEAT PRODUCING APPLIANCES SHALL HAVE CLEARANCES TO COMBUSTIBLES ACCORDING TO MANUFACTURER'S INSTALLATION INSTRUCTIONS OR U.M.C., ALL WOOD BURNING HEATERS AND WOOD STOVES SHALL BE E.P.A. APPROVED. 3. PROVIDE COMBUSTION AIR OPENINGS FOR ALL GAS APPLIANCES. MIN. TOTAL OF 200 SQ. INCHES WITH HALF (100 SQ. IN.) PLACED WITHIN 12" OF THE CEILING AND HALF PLACED WITHIN 12" OF FLOOR. PROVIDE A MINIMUM OF 1 SQ. INCH PER 1000 B.T.U.S OF COMBINED OUTPUT. 4. PROVIDE MIN. 30" OF WORKING SPACE IN FRONT OF APPLIANCE FIREBOX, INSTALL. PER MANUFACTURER'S INSTALLATION INSTRUCTIONS AND LEAVE INSTRUCTIONS WITH APPLIANCE. 5. WATER HEATER TO BE FITTED WITH PRESSURE AND TEMPERATURE RELIEF VALVE PIPED TO THE OUTSIDE OF THE STRUCTURE AND SLOPED TO DRAIN MIN. 1/4" PER FOOT. PIPE SHALL TERMINATE MIN. 6" TO MAX. 24" ABOVE THE GROUND POINTING DOWN. NO REDUCTION IN SIZE ALLOWED, NO FLEX CONNECTORS ALLOWED. 6. PROVIDE AIR GAP FOR DISHWASHER WITH FLOOD LEVEL AT OR ABOVE SINK OR DRAIN BOARD. 7. ALL POTABLE WATER OUTLETS WITH HOSE BIBB ATTACHMENTS OTHER THAN WATER HEATERS OR CLOTHES WASHERS, SHALL HAVE NON REMOVABLE BACK FLOW PREVENTER. AS PER UPC. 8 IF TUB IS A HYDRO MASSAGE UNIT, THEN THE BATHTUB AND ITS ASSOCIATED ELECTRICAL COMPONENTS SHALL BE PROTECTED BY A GROUND FAULT INTERRUPTER. ALL 125 VOLT SINGLE PHASE RECEPTACLES WITHIN 5 FEET MEASURED HORIZONTALLY OF THE INSIDE WALLS OF A HYDRO MASSAGE TUB SHALL BE PROTECTED BY A GEL PROVIDE ACCESS DOOR AS PER NEC 9, BOND METALLIC GAS PIPE AND WATER PIPES TO THE SERVICE GROUND AS PER NEC. ]0. PACKAGE UNITS OR COMPRESSORS LOCATED ON THE EXTERIOR SHALL BE MOUNTED ON A CONCRETE PAD THAT PROVIDES A MINIMUM ELEVATION OF 3" ABOVE GRADE. THE UNIT SHALL HAVE A RATED DISCONNECT AND A WATERPROOF GFT OUTLET WITHIN 25' OF THE UNIT ON THE SUPPLY SIDE OF THE DISCONNECT. 11. ATTIC MOUNTED HVAC UNITS SHALL BE SET AND BRACED IN THE ATTIC IN SUCH A POSITION TO ALLOW AN UNOBSTRUCTED 30" WIDE PASSAGEWAY FROM THE ATTIC OPENING TO THE UNIT NOT LONGER THAN 20', WITH A 24" PLATFORM. A LEVEL WORK SPACE OF 30" SQUARE WILL BE PROVIDED AT THE FRONT OR SERVICE SIDE OF THE EQUIPMENT. THERE WILL BE A SERVICE RECEPTACLE WITHIN 25' OF THE UNIT ON THE LINE SIDE OF THE EQUIPMENT DISCONNECT. A LIGHT FIXTURE ILLUMINATING THE ACCESS WAY AND UNIT SHALL BE INSTALLED WITH A SWITCH NEAR THE ATTIC ACCESS OPENING. 12. THE CAPACITY OF THE WATER HEATER SHALL CONFORM TO TABLE 5-1 OF THE CALIFORNIA PLUMBING CODE FOR THE FIRST HOUR RATING. THE WATER HEATER SHALL HAVE AN EFFICIENCY EQUAL TO OR GREATER TITAN .58, AND SHALL HAVE R-4 PIPE INSULATION ON THE FIRST 5' OF THE HOT AND COLD WATER PIPES IF THE UNIT IS A TANK TYPE, OR THE ENTIRE PIPE SHALL BE INSULATED IF THE SYSTEM IS A RECIRCULATING SYSTEM. THE WATER HEATER IS TO HAVE SEISMIC STRAPS ON THE UPPER AND LOWER THIRD, WITTI THE STRAP ON THE BOTTOM AT LEAST 4" FROM THE CONTROLS. IF THE WATER HEATER IS GAS POWERED, THE UNIT WILL BE INSTALLED ON A PLATFORM AT LEAST 18" HIGH WITH SUFFICIENT CLEARANCE OR SUPPLY OF COMBUSTION AIR. 13. SHOWER AND TUB/SHOWER COMBINATIONS SHALL HAVE INDIVIDUAL CONTROL VALVES OF THE PRESSURE BALANCE OR THERMOSTATIC MIXING VALVE TYPES. 14. INSTALL PRESSURE ABSORBING DEVICES OR APPROVED MECHANICAL DEVICES LOCATED CLOSE TO QUICK ACTING VALVES TO ABSORB HIGH PRESSURE FROM QUICKLY CLOSING THE VALVES. 15. SHOWER OR TUB/SHOWER COMBINATIONS TO HAVE SMOOTH, NON-ABSORBANT SURFACES, SUCH AS CERAMIC TILE, OVER A MOISTURE RESISTANT UNDERLAYMENT TO A HEIGHT OF 70" ABOVE THE DRAIN OUTLET. 16. FAUCETS, SHOWER VALVES AND TOILETS SHALL BE RATED TO COMPLY WITH THE APPROPRIATE FLOW LIMITS AS INDICATED IN THE CALIFORNIA PLUMBING CODE. 17, UNDERGROUND FERROUS GAS PIPING SHALL BE ISOLATED FROM THE REST OF THE SYSTEM WITH APPROVED ISOLATION FITTINGS, INSTALLED A MINIMUM OF 6" ABOVE GRADE. 18. WATER HEATING MANDATORY MEASURES 150.0(N): a. 120V ELECTRICAL RECEPTACLE THAT IS WITHIN 3 FEET FROM THE WATER HEATER AND ACCESSIBLE TO THE WATER HEATER WITH NO OBSTRUCTIONS. b. A CATEGORY III OR IV VENT, OR A TYPE B VENT WITH STRAIGHT PIPE BETWEEN THE OUTSIDE TERMINATION AND THE SPACE WHERE THE WATER HEATER IS INSTALLED c. A CONDENSATE DRAIN THAT IS NO MORE THAN 2 INCHES HIGHER THAN T HE BASE OF THE INSTALLED WATER HEATER, AND ALLOWS NATURAL DRAINING WITHOUT PUMP ASSISTANCE d. A GAS SUPPLY LINE WITH A CAPACITY OF AT LEAST 200,000 BTU/IIR. ATTIC ACCESS & VENTING 1. ATTIC VENTILATION: ATTICS & ENCLOSED RAFTER SPACES SHALL HAVE CROSS VENTILATION FOR EACH SEPARATE SPACE. A MINIMUM OF I" OF AIRSPACE IS REQUIRED BETWEEN THE INSULATION & THE ROOF SHEATHING. THE NET FREE VENTILATING AREA SHALL NOT BE LESS TI IAN 1/150 OF THE AREA OF THE SPACE VENTILATED, WITH HALF OF THE VENTING LOCATED IN THE UPPER PORTION OF THE SPACE & THE BALANCE PROVIDED BY SOFFIT VENTS. R806 2, THE MINIMUM NET FREE VENTILATING AREA MAY BE REDUCED TO 1/300 OF THE AREA WHEN AT LEAST 40% & NOT MORE THAN 50% OF THE REQUIRED VENTILATORS ARE LOCATED IN THE UPPER PORTION OF THE ATTIC OR RAFTER SPACE. R806.2 ...,....,--../........,..../...y...,.-1...1-.,....,..../...1...y-.../...,....,.. .......,..../...y..,..../... y..,....,..../..,.-.,...�...,....,..../....,...,. 1 3." ATTIC ACCESS: i AN OPENING NOT LESS THAN 22" BY 30" SHALL BE ' PROVIDED TO ANY ATTIC HAVING A CLEAR HEIGHT OF OVER 30". A 30" MINIMUM CLEAR HEADROOM IN THE ATTIC SHALL BE PROVIDED AT OR ABOVE THE ACCESS OPENING. R807.1 ELECTRICAL PERMIT #18 !6- Z 719 BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE HATE � �% ' , r REV. IA. SMOKE DETECTORS @ DATE NEW CONSTRUCTION: NO. PROVIDE HARD WIRED &I IN I r-KUUIN IN Lt- I r- L) WITH BATTERY BACKUP SMOKE DETECTORS WHERE SHOWN ON PLANS. DETECTORS SHALL SOUND AN ALARM IN ALL SLEEPING AREAS, ACCESS TO SLEEPING AREAS, AND ON EACH FLOOR LEVEL. IB. SMOKE DETECTORS @ EXISTING (REMODELS): WHEN THE VALUATION OF AN ADDITIONS, ALTERATION OR REPAIR TO A GROUP "R-3" OCCUPANCY EXCEEDS $1,000.00 AND A PERMIT IS REQUIRED, OR WHEN ONE OR MORE SLEEPING ROOMS ARE ADDED OR CREATED IN EXISTING GROUP "R" OCCUPANCIES. SMOKE DETECTORS SHALL BE INSTALLED IN ALL EXISTING SLEEPING ROOMS AND ANY ROOM OR HALLWAY LEADING TO SUCH SLEEPING ROOMS. THESE SMOKE DETECTORS MAY BE SOLELY BATTERY OPERATED WHEN INSTALLING IN EXISTING BUILDINGS AS PER 2010 CRC SECTION R314. 1C. CARBON MONOXIDE DETECTORS: PROVIDE HARD WIRED & INTERCONNECTED WITH BATTERY BACKUP CARBON MONOXIDE DETECTORS WHERE SI TOWN ON PLANS. DETECTORS SHALL SOUND AN ALARM IN ALL SLEEPING AREAS, ACCESS TO SLEEPING AREAS, AND ON EACH FLOOR LEVEL. A CARBON MONOXIDE ALARM MUST BE INSTALLED IN THE HALLWAY OF THE EXISTING RESIDENCE (REMODELS) THIS ALARM MAY BE SOLELY BATTERY OPERATED. ID. MULTIPLE -PURPOSE ALARMS. CARBON MONOXIDE ALARMS COMBINED WITH SMOKE ALARMS SHALL COMPLY WITH SECTION R315, ALL APPLICABLE STANDARDS, AND REQUIREMENTS FOR LISTING AND APPROVAL BY THE OFFICE OF THE STATE FIRE MARSHAL 2. ALL 125 VOLT, SINGLE PHASE, 15 & 20 AMP OUTLETS (RECEPTICLES) SHALL BE LISTED TAMPER RESISTANT AS PER CEC 406.11 3. ARC -FAULT CIRCUIT INTERRUPTER: ALL 120 -VOLT, SINGLE PHASE, 15 & 20 AMP BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN DWELLING SHALL BE PROTECTED BY A LISTED ARC -FAULT CIRCUIT INTERRUPTER, COMBINATION -TYPE, INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT. 4. ALL 110 V, 15 AND 20 AMP. RECEPTACLES LOCATED IN GARAGES, BATHROOMS, AND WITHIN 6' OF KITCHEN SINK OR OUTSIDE AND ACCESSIBLE WITHIN 6'-6" OF GRADE SHALL HAVE G.F.I. PROTECTION. 5. PROVIDE KITCHEN RECEPTACLE AT EACH COUNTER SPACE 12" OR WIDER. RECEPTACLES ABOVE COUNTER TO BE INSTALLED SO THERE IS NO SPACE GREATER THAN 48" BETWEEN RECEPTACLES. RECEPTACLES SHALL BE PLACED WITHIN 24" OF WALL OR CHANGE IN COUNTER, IE: OVEN, SINK, ETC. 6. 15 AND 20 AMP. BRANCH CIRCUITS SHALL HAVE NOT MORE THAN 15 OUTLETS. 7. EXTERIOR RECPTICLES SHALL BE WP/GFCI PROTECETD & WATER PROOF 8. GENERAL RECEPTACLES REQUIRE 20 AMP. CIRCUIT WITH 12 GA. COPPER WIRE. 9. KITCHEN: SHALL BE SERVED BY AT LEAST TWO 20 AMP. SMALL APPLIANCE BRANCH CIRCUITS, SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS 10. LAUNDRY ROOM: SHALL BE SERVED BY AT LEAST ONE 20 AMP. BRANCH CIRCUIT, SUCH CIRCUIT SHALL HAVE NO OTHER OUTLETS 11. BATHROOMS: SHALL BE SERVED BY AT LEAST ONE 20 AMP. BRANCH CIRCUIT, SUCH CIRCUIT SHALL HAVE NO OTHER OUTLETS 12. OUTLETS IN KITCHENS, BATHROOMS, LAUNDRY, GARAGE AND EXTERIOR TO BE PROTECTED BY GROUND FAULT CIRCUIT INTERRUPT OUTLETS OR BREAKERS. ALL EXTERIOR OUTLETS TO ALSO BE WATER RESISTANT IN USE. 13.'RECESSED CAN LIGHTS SHALL BE RATED FOR ZERO CLEARANCE FROM COMBUSTIBLE SURFACES AND INSULATION, SEALED FOR AIR TIGHT CONSTRUCTION, AND SHALL HAVE A GASKET OR CAULKING BETWEEN THE HOUSING AND CEILING SURFACE. 14. ALL LIGHT FIXTURES IN TUB OR SHOWER ENCLOSURES SHALL BE LABELED "SUITABLE FOR DAMP LOCATION" 15. ALL EXTERIOR LIGHT FIXTURES SHALL BE LABELED "SUITABLE FOR DAMP LOCATION" 16. OUTLETS IN THE COMMON WALL BETWEEN THE GARAGE AND LIVING SPACE SHALL MAINTAIN A 24" HORIZONTAL CLEARANCE BETWEEN OUTLETS AND JUNCTION BOXES ON THE OPPOSITE SIDE OF THE WALL. 17. LIGHTS IN CLOTHES CLOSETS REQUIRE MIN. 12" CLEARANCE TO STORAGE AREA. MEASURED HORIZONTALLY, UNOBSTRUCTED TO THE FLOOR. MINIMUM 24" FROM WALLS OR 12" FROM EDGE OF SHELF, WHICHEVER IS GREATER. 18. ALL COOKING UNITS AND DRYERS SHALL HAVE CONDUCTOR WIRES WITH AN INSULATED NEUTRAL AND A FOUR PRONG OUTLET AS REQUIRED AS PER NEC 19• PROVIDE STEEL ELECTRICAL BOX IN FIRE RESISTIVE CEILINGS AND WALLS. SEPARATE ELECTRICAL BOXES BACK TO BACK IN FIRE RESISTIVE WALLS BY A MINIMUM OF 24 INCHES HORIZONTALLY. BOX AREA SHALL NOT EXCEED 16 SQ. IN. AS PER CBC. 20. PROVIDE DISCONNECTING MEANS FOR ALL AIR CONDITIONING EQUIPMENT AS PER CEC 21. PROVIDE CONCRETE ENCASED GROUNDING ELECTRODE TO CONSIST OF EITHER, 1) 20 FT. OF MIN. 1/2" RE -BAR, OR 2) 20 FT. OF #4 COPPER CONDUCTOR. LOCATE ELECTRODE NEAR BUT NOT ON THE BOTTOM OF THE FOOTING. PROVIDE #4 COPPER CONDUCTOR CONTINUOUS TO PANEL FOR 200 AMP OR SMALLER SERVICES. AS PER CEC 22. ALL METAL PIPING SYSTEMS SHALL BE EFFECTIVELY BONDED TO THE ELECTRICAL GROUNDING SYSTEM WITH CONDUCTOR NOT SMALLER THAN GROUNDING ELECTRODE CONDUCTOR. 23. VENT ALL FANS TO THE OUTSIDE, EITHER THE ROOF OR THE EXTERIOR WALL. 24, A FIXTURE THAT WEIGHS MORE THAN 6 POUNDS OR EXCEEDS 161NCHS 1N ANY DIMENSION SHALL NOT BE SUPPORTED BY THE SCREW SHELL OF A LAMP HOLDER. OUTLET BOXES SHALL NOT BE USED AS THE SOLE SUPPORT FOR CEILING (PADDLE) FANS. 1• ANY INFORMATION ON •• Q 101-10-17 I MR MMR CHECKED BY DATE 11-08-16 SCALE AS SHOWN JOB NO. 016-005 SHEET GNI SIGNATURE 7: -� 20'i3 CALIFORNIA GREEN BUILDING STANDARDS CODE RESIDENTIAL MANDATORY MEASURES, SHEET 1 CHAPTER 3 GREEN BUILDING SECTION 301 GENERAL 301.1 SCOPE. Buildings shall be designed to include the green building measures specified as mandatory in the application checklists contained in this code. Voluntary green building measures are also included in the application checklists and may be included in the design and construction of structures covered by this code, but are not required unless adopted by a city, county, or city and county as specified in Section 101.7. 301.1.1 Additions and alterations. [HCD] The mandatory provisions of Chapter 4 shall be applied to additions or alterations of existing residential buildings where the addition or alteration increases the building's conditioned area, volume, or size. The requirements shall apply only to and/or within the specific area of the addition or alteration. 301.2 LOW-RISE AND HIGH-RISE RESIDENTIAL E'?ILDINGS. [HCD] The provisions of individual sections of CALGreen may apply to either low-rise residential buildings high-rise residential buildings, or both. Individual sections will be designated by banners to indicate where the section applies specifically to low-rise only (LR) or high-rise only (HR). When the section applies to both low-rise and high-rise buildings, no banner will be used. SECTION 302 MIXED OCCUPANCY BUILDINGS 302.1 MIXED OCCUPANCY BUILDINGS. In mixed occupancy buildings, each portion of a building shall comply with the specific green building measures applicable to each specific occupancy. CHAPTER 4 RESIDENTIAL MANDATORY MEASURES DIVISION 4.1 PLANNING AND DESIGN 4.106 SITE DEVELOPMENT 4.106.1 GENERAL. Preservation and use of available natural resources shall be accomplished through evaluation and careful planning to minimize negative effects on the site and adjacent areas. Preservation of slopes, management of storm water drainage and erosion controls shall comply with this section. 4.106.2 STORM WATER DRAINAGE AND RETENTION DURING CONSTRUCTION. Projects which disturb less than one acre of soil and are not part of a larger common plan of development which in total disturbs one acre or more, shall manage storm water drainage during construction. In order to manage storm water drainage during construction, one or more of the following measures shall be implemented to prevent flooding of adjacent property, prevent erosion and retain soil runoff on the site. 1. Retention basins of sufficient size shall be utilized to retain storm water on the site. 2. Where storm water is conveyed to a public drainage system, collection point, gutter or similar disposal method, water shall be filtered by use of a barrier system, wattle or other method approved by the enforcing agency. 3. Compliance with a lawfully enacted storm water management ordinance. 4.106.3 GRADING AND PAVING. Construction plans shall indicate how the site grading or drainage system will manage all surface water flows to keep water from entering buildings. Examples of methods to manage surface water include, but are not limited to, the following: 1. Swales 2. Water collection and disposal systems 3. French drains 4. Water retention gardens 5. Other water measures which keep surface water away from buildings and aid in groundwater recharge. Exception: Additions and alterations not altering the drainage path. DIVISION 4.2 ENERGY EFFICIENCY 4.201 GENERAL 4.201.1 SCOPE (MINIMUM STANDARDS FOR ENERGY EFFICIENCY). For the purposes of mandatory energy efficiency standards in this code, the California Energy Commission will continue to adopt mandatory standards. 4.303 INDOOR WATER USE 4.303.1 WATER CONSERVING PLUMBING FIXTURES AND FITTINGS. Plumbing fixtures (water closets and urinals) and fittings (faucets and showerheads) shall comply with the following: 4.303.1.1 Water Closets. The effective flush volume of all water closets shall not exceed 1.28 gallons per flush. Tank -type water closets shall be certified to the performance criteria of the U.S. EPA WaterSense Specification for Tank -type Toilets. Note: The effective flush volume of dual flush toilets is defined as the composite, average flush voiume of two reduced flushes and one full flush. 4.303.1.2 Urinals. The effective flush volume of urinals shall not exceed 0.5 gallons per flush. 4.303.1.3 Showerheads. 4.303.1.3.1 Single Showerhead. Showerheads shall have a maximum flow rate of not more than 2.0 gallons per minute at 80 psi. Showerheads shall be certified to the performance criteria of the U.S. EPA WaterSense Specification for Showerheads. 4.303.1.3.2 Multiple showerheads serving one shower. When a shower is served by more than one showerhead, the combined flow rate of all the showerheads and/or other shower outlets controlled by a single valve shall not exceed 2.0 gallons per minute at 80 psi, or the shower shall be designed to only allow one shower outlet to be in operation at a time. Note: A hand-held shower shall be considered a showerhead. 4.303.1.4 Faucets. 4.303.1.4.1 Residential Lavatory Faucets. The maximum flow rate of residential lavatory faucets shall not exceed 1.5 gallons per minute at 60 psi. The minimum flow rate of residential lavatory faucets shall not be less than 0.8 gallons per minute at 20 psi. 4.303.1.4.2 Lavatory Faucets in Common and Public Use Areas. The maximum flow rate of lavatory faucets installed in common and public use areas (outside of dwellirgs or sleeping units) in residential buildings shall not exceed 0.5 gallons per minute at 60 psi. 4.303.1.4.3 Metering Faucets. Metering faucets when installed in residential buildings shall not deliver more than 0.25 gallons per cycle. 4.303.1.4.4 Kitchen Faucets. The maximum flow rate of kitchen faucets shall not exceed 1.8 gallons per minute at 60 psi. Kitchen faucets may temporarily increase th glow above the maximum rate, but not to exceed 2.2 gallons per minute at 60 psi, and must default to a maximum flow rate of 1.8 gallons per minute at 60 psi. Note: Where complying faucets are unavailable, aerators or other means may be used to achieve reduction. 4.303.2 STANDARDS FOR PLUMBING FIXTURES AND FITTINGS. Plumbing fixtures and fittings shall be installed in accordance with the California Plumbing Code, and shall meet the applicable standards referenced in Table 1401.1 of the California Plumbing Code. DIVISION 4.3 WATER EFFICIENCY AND CONSERVATION NOTA: THIS TABLE COMPILES THE DATA IN SECTION 4.303.1, AND IS INCLUDED AS A CONVENIENCE FOR THE USER. TABLE - MAXIMUM FIXTURE WATER USE FIXTURE TYPE ABBREVIATION DEFINITIONS: SHOWER HEADS (RESIDENTIAL) 2.0 GMP @ 80 PSI HCD Department of Housing and Community Development MAX. 1.5 GPM @ 60 PSI MIN. 0.8 GPM @ 20 PSI LAVATORY FAUCETS IN COMMON & PUBLIC USE AREAS BSC California Building Standards Commission KITCHEN FAUCETS 1.8 GPM @ 60 PSI DSA -SS Division of the State Architect, Structural Safety 0.25 GAL/CYCLE WATER CLOSET OSHPD Office of Statewide Health Planning and Development URINALS 0.5 GAL/FLUSH LR Low Rise VCT & ASPHALT TILE ADHESIVES 50 HR High Rise 50 COVE BASE ADHESIVES AA Additions and Alterations MULTIPURPOSE CONSTRUCTION ADHESIVE 70 N New CHAPTER 4 RESIDENTIAL MANDATORY MEASURES DIVISION 4.1 PLANNING AND DESIGN 4.106 SITE DEVELOPMENT 4.106.1 GENERAL. Preservation and use of available natural resources shall be accomplished through evaluation and careful planning to minimize negative effects on the site and adjacent areas. Preservation of slopes, management of storm water drainage and erosion controls shall comply with this section. 4.106.2 STORM WATER DRAINAGE AND RETENTION DURING CONSTRUCTION. Projects which disturb less than one acre of soil and are not part of a larger common plan of development which in total disturbs one acre or more, shall manage storm water drainage during construction. In order to manage storm water drainage during construction, one or more of the following measures shall be implemented to prevent flooding of adjacent property, prevent erosion and retain soil runoff on the site. 1. Retention basins of sufficient size shall be utilized to retain storm water on the site. 2. Where storm water is conveyed to a public drainage system, collection point, gutter or similar disposal method, water shall be filtered by use of a barrier system, wattle or other method approved by the enforcing agency. 3. Compliance with a lawfully enacted storm water management ordinance. 4.106.3 GRADING AND PAVING. Construction plans shall indicate how the site grading or drainage system will manage all surface water flows to keep water from entering buildings. Examples of methods to manage surface water include, but are not limited to, the following: 1. Swales 2. Water collection and disposal systems 3. French drains 4. Water retention gardens 5. Other water measures which keep surface water away from buildings and aid in groundwater recharge. Exception: Additions and alterations not altering the drainage path. DIVISION 4.2 ENERGY EFFICIENCY 4.201 GENERAL 4.201.1 SCOPE (MINIMUM STANDARDS FOR ENERGY EFFICIENCY). For the purposes of mandatory energy efficiency standards in this code, the California Energy Commission will continue to adopt mandatory standards. 4.303 INDOOR WATER USE 4.303.1 WATER CONSERVING PLUMBING FIXTURES AND FITTINGS. Plumbing fixtures (water closets and urinals) and fittings (faucets and showerheads) shall comply with the following: 4.303.1.1 Water Closets. The effective flush volume of all water closets shall not exceed 1.28 gallons per flush. Tank -type water closets shall be certified to the performance criteria of the U.S. EPA WaterSense Specification for Tank -type Toilets. Note: The effective flush volume of dual flush toilets is defined as the composite, average flush voiume of two reduced flushes and one full flush. 4.303.1.2 Urinals. The effective flush volume of urinals shall not exceed 0.5 gallons per flush. 4.303.1.3 Showerheads. 4.303.1.3.1 Single Showerhead. Showerheads shall have a maximum flow rate of not more than 2.0 gallons per minute at 80 psi. Showerheads shall be certified to the performance criteria of the U.S. EPA WaterSense Specification for Showerheads. 4.303.1.3.2 Multiple showerheads serving one shower. When a shower is served by more than one showerhead, the combined flow rate of all the showerheads and/or other shower outlets controlled by a single valve shall not exceed 2.0 gallons per minute at 80 psi, or the shower shall be designed to only allow one shower outlet to be in operation at a time. Note: A hand-held shower shall be considered a showerhead. 4.303.1.4 Faucets. 4.303.1.4.1 Residential Lavatory Faucets. The maximum flow rate of residential lavatory faucets shall not exceed 1.5 gallons per minute at 60 psi. The minimum flow rate of residential lavatory faucets shall not be less than 0.8 gallons per minute at 20 psi. 4.303.1.4.2 Lavatory Faucets in Common and Public Use Areas. The maximum flow rate of lavatory faucets installed in common and public use areas (outside of dwellirgs or sleeping units) in residential buildings shall not exceed 0.5 gallons per minute at 60 psi. 4.303.1.4.3 Metering Faucets. Metering faucets when installed in residential buildings shall not deliver more than 0.25 gallons per cycle. 4.303.1.4.4 Kitchen Faucets. The maximum flow rate of kitchen faucets shall not exceed 1.8 gallons per minute at 60 psi. Kitchen faucets may temporarily increase th glow above the maximum rate, but not to exceed 2.2 gallons per minute at 60 psi, and must default to a maximum flow rate of 1.8 gallons per minute at 60 psi. Note: Where complying faucets are unavailable, aerators or other means may be used to achieve reduction. 4.303.2 STANDARDS FOR PLUMBING FIXTURES AND FITTINGS. Plumbing fixtures and fittings shall be installed in accordance with the California Plumbing Code, and shall meet the applicable standards referenced in Table 1401.1 of the California Plumbing Code. DIVISION 4.3 WATER EFFICIENCY AND CONSERVATION NOTA: THIS TABLE COMPILES THE DATA IN SECTION 4.303.1, AND IS INCLUDED AS A CONVENIENCE FOR THE USER. TABLE - MAXIMUM FIXTURE WATER USE FIXTURE TYPE FLOW RATE SHOWER HEADS (RESIDENTIAL) 2.0 GMP @ 80 PSI LAVATORY FAUCETS (RESIDENTIAL) MAX. 1.5 GPM @ 60 PSI MIN. 0.8 GPM @ 20 PSI LAVATORY FAUCETS IN COMMON & PUBLIC USE AREAS 0.5 GPM @ 60 PSI KITCHEN FAUCETS 1.8 GPM @ 60 PSI METERING FAUCETS 0.25 GAL/CYCLE WATER CLOSET 1.28 GAL/FLUSH URINALS 0.5 GAL/FLUSH 4.304 OUTDOOR WATER USE 4.304.1 IRRIGATION CONTROLLERS. Automatic irrigation system controllers for landscaping provided by the builder and installed at the time of final inspection shall comply with the following: 1. Controllers shall be weather- or soil moisture -based controllers that automatically adjust irrigation in response to changes in plants' needs as weather conditions change. 2. Weather -based controllers without integral rain sensors or communication systems that account for local rainfall shall have a separate wired or wireless rain sensor which connects or communicates with the controller(s). Soil moisture -based controllers are not required to have rain sensor input. Note: More information regarding irrigation controller function and specifications is available from the Irrigation Association. DIVISION 4.4 MATERIAL CONSERVATION AND RESOURCE EFFICIENCY 4.406 ENHANCED DURABILITY AND REDUCED MAINTENANCE 4.406.1 RODENT PROOFING. Annular spaces around pipes, electric cables, conduits or other openings in sole/bottom plates at exterior walls shall be protected against the passage of rodents by closing such openings with cement mortar, concrete masonry or a similar method acceptable to the enforcing agency. 4.408 CONSTRUCTION WASTE REDUCTION, DISPOSAL AND RECYCLING 4.408.1 CONSTRUCTION WASTE MANAGEMENT. Recycle and/or salvage for reuse a minimum of 50 percent of the non -hazardous construction and demolition waste in accordance with either Section 4.408.2, 4.408.3 or 4.408.4, or meet a more stringent local construction and demolition waste management ordinance. Exceptic ns: 1. Excavated soil and land -clearing debris. 2. Alternate waste reduction methods developed by working with local agencies if diversion or recycle facilities capable of compliance with this item do not exist or are not located reasonably close to the jobsite. 3. The enforcing agency may make exceptions to the requirements of this section when isolated jobsites are located in areas beyond the haul boundaries of the diversion facility. 4.408.2 CONSTRUCTION WASTE MANAGEMENT PLAN. Submit a construction waste management plan in conformance with Items 1 through 5. The construction waste management plan shall be updated as necessary and shall be available during construction for examination by the enforcing agency. 1. Identify the construction and demolition waste materials to be diverted from disposal by recycling, reuse on the project or salvage for future use or sale. 2. Specify if construction and demolition waste materials will be sorted on-site (source separated) or bulk mixed (single stream). 3. Identify diversion facilities where the construction and demolition waste material collected will be taken. 4. Identify construction methods employed to reduce the amount of construction and demolition waste generated. 5. Specify that the amount of construction and demolition waste materials diverted shall be calculated by weight or volume, but not by both. 4.408.3 WASTE MANAGEMENT COMPANY. Utilize a waste management company, approved by the enforcing agency, which can provide verifiable documentation that the percentage of construction and demolition waste material diverted from the landfill complies with Section 4.408.1. Note: The owner or contractor may make the determination if the construction and demolition waste materials will be diverted by a waste management company. 4.408.4 WASTE STREAM REDUCTION ALTERNATIVE. Projects that generate a total combined weight of construction and demolition waste disposed of in landfills, which do not exceed four (4) lbs./sq.ft. of the building area shall meet the minimum 50% construction waste reducton requirement in Section 4.408.1 4.40E.4.1 WASTE STREAM REDUCTION ALTERNATIVE. [HR] Projects that generate a total combined weight of construction and demolition waste disposed of in landfills, which do not exceed two (2) lbs./sq.ft. of the building area shall meet the minimum 50% construction waste reduction requirement in Section 4.408.1 4.408.5 DOCUMENTATION. Documentation shall be provided to the enforcing agency which demonstrates compliance with Section 4.408.2. items 1 through 5, Section 4.408.3 or Section 4.408.4.. Notes: 1. Sample forms found in "A Guide to the California Green Building Standards Code (Residential)" located at www.hcd.ca.gov/CALGreen.html may be used to assist in documenting compliance with this section. 2. Mixed construction and demolition debris (C & D) processors can be located at the California Department of Resources Recycling and Recovery (CalRecycle). 4.410 BUILDING MAINTENANCE AND OPERATION 4.410.1 OPERATION AND MAINTENANCE MANUAL. At the time of final inspection, a manual, compact disc, web -based reference or other media acceptable to the enforcing agency which includes all of the following shall be placed in the building: 1. Directions to the owner or occupant that the manual shall remain with the building throughout the life cycle of the structure. 2. Operation and maintenance instructions for the following: a. Equipment and appliances, including water -saving devices and systems, HVAC systems, water -heating systems and other major appliances and equipment. b. Roof and yard drainage, including gutters and downspouts. c. Space conditioning systems, including condensers and air filters. d. Landscape irrigation systems. e. Water reuse systems. 3. Information from local utility, water and waste recovery providers on methods to further reduce resource consumption, including recycle programs and locations. 4. Public transportation and/or carpool options available in the area. 5. Educational material on the positive impacts of an interior relative humidity between 30-60 percent and what methods an occupant may use to maintain the relative humidity level in that range. 6. Information about water -conserving landscape and irrigation design and controllers which conserve water. 7. Instructions for maintaining gutters and downspouts and the importance of diverting water at least 5 feet away from the foundation. 8. Information on required routine maintenance measures, including, but not limited to, caulking, painting, grading around the building, etc. 9. Information about state solar energy and incentive programs available. 10. A copy of all special inspections verifications required by the enforcing agency or this [California Green Building Standards] code. DIVISION 4.5 ENVIRONMENTAL QUALITY 4.503 FIREPLACES 4.503.1 GENERAL. Any installed gas fireplace shall be a direct -vent sealed -combustion type. Any installed woodstove or pellet stove shall comply with U.S. EPA Phase II emission limits where applicable. Woodstoves, pellet stoves and fireplaces shall also comply with applicable local ordinances. 4.504 POLLUTANT CONTROL 4.504.1 COVERING OF DUCT OPENINGS & PROTECTION OF MECHANICAL EQUIPMENT DURING CONSTRUCTION. At the time of rough installation, during storage on the construction site and until final startup of the heating, cooling and ventilating equipment, all duct and other related air distribution component openings shall be covered with tape, plastic, sheet metal or other methods acceptable to the enforcing agency to reduce the amount of water, dust or debris which may enter the system. 4.504.2 FINISH MATERIAL POLLUTANT CONTROL. Finish materials shall comply with this section. 4.504.2.1 Adhesives, Sealants and Caulks. Adhesives, sealant and caulks used on the project shall meet the requirements of the following standards unless more stringent local or regional air pollution or air quality management district rules apply: 1. Adhesives, adhesive bonding primers, adhesive primers, sealants, sealant primers and caulks shall comply with local or regional air pollution control or air quality management district rules where applicable or SCAQMD Rule 1168 VOC limits, as shown in Table 4.504.1 or 4.504.2, as applicable. Such products also shall comply with the Rule 1168 prohibition on the use of certain toxic compounds (chloroform, ethylene dichloride, methylene chloride, perchloroethylene and tricloroethylene), except for aerosol products, as specified in Subsection 2 below. 2. Aerosol adhesives, and smaller unit sizes of adhesives, and sealant or caulking compounds (in units of product, less packaging, which do not weigh more than 1 pound and do not consist of more than 16 fluid ounces) shall comply with statewide VOC standards and other requirements, including prohibitions on use of certain toxic compounds, of California Code of Regulations, Title 17, commencing with section 94507. 4.504.2.2 Paints and Coatings. Architectural paints and coatings shall comply with VOC limits in Table 1 of the ARB Architectural Suggested Control Measure, as shown in Table 4.504.3, unless more stringent local limits apply. The VOC content limit for coatings that do not meet the definitions for the specialty coatings categories listed in Table 4.504.3 shall be determined by classifying the coating as a Flat, Nonflat or Nonflat-High Gloss coating, based on its gloss, as defined in subsections 4.21, 4.36, and 4.37 of the 2007 California Air Resources Board, Suggested Control Measure, and the corresponding Flat, Nonflat or Nonflat-High Gloss VOC limit in Table 4.504.3 shall apply. 4.504.2.3 Aerosol Paints and Coatings. Aerosol paints and coatings shall meet the Product -weighted MIR Limits for ROC in Section 94522(a)(3) and other requirements, including prohibitions on use of certain toxic compounds and ozone depleting substances, in Sections 94522(c)(2) and (d)(2) of California Code of Regulations, Title 17, commencing with Section 94520; and in areas under the jurisdiction of the Bay Area Air Quality Management District additionally comply with the percent VOC by weight of product limits of Regulation 8, Rule 49. 4.504.2.4 Verification. Verification of compliance with this section shall be provided at the request of the enforcing agency. Documentation may include, but is not limited to, the following: 1. Manufacturer's product specification. 2. Field verification of on-site product containers. TABLE 4.504.1 - ADHESIVE VOC LIMITI,2 (Less Water and Less Exempt Compounds in Grams per Liter) ARCHITECTURAL APPLICATIONS CURRENT VOC LIMIT INDOOR CARPET ADHESIVES 50 CARPET PAD ADHESIVES 50 OUTDOOR CARPET ADHESIVES 150 WOOD FLOORING ADHESIVES 100 RUBBER FLOOR ADHESIVES 60 SUBFLOOR ADHESIVES 50 CERAMIC TILE ADHESIVES 65 VCT & ASPHALT TILE ADHESIVES 50 DRYWALL & PANEL ADHESIVES 50 COVE BASE ADHESIVES 50 MULTIPURPOSE CONSTRUCTION ADHESIVE 70 STRUCTURAL GLAZING ADHESIVES 100 SINGLE -PLY ROOF MEMBRANE ADHESIVES 250 OTHER ADHESIVES NOT LISTED 50 SPECIALTY APPLICATIONS 350 PVC WELDING 510 CPVC WELDING 490 ABS WELDING 325 PLASTIC CEMENT WELDING 250 ADHESIVE PRIMER FOR PLASTIC 550 CONTACT ADHESIVE 80 SPECIAL PURPOSE CONTACT ADHESIVE 250 STRUCTURAL WOOD MEMBER ADHESIVE 140 TOP & TRIM ADHESIVE 250 SUBSTRATE SPECIFIC APPLICATIONS 250 METAL TO METAL 30 PLASTIC FOAMS 50 POROUS MATERIAL (EXCEPT WOOD) 50 WOOD 30 FIBERGLASS 80 RUST PREVENTATIVE COATINGS 250 1. IF AN ADHESIVE IS USED TO BOND DISSIMILAR SUBSTRATES TOGETHER, THE ADHESIVE WITH THE HIGHEST VOC CONTENT SHALL BE ALLOWED. 2. FOR ADDITIONAL INFORMATION REGARDING METHODS TO MEASURE THE VOC CONTENT SPECIFIED IN THIS TABLE, SEE SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT RULE 1168. TABLE 4.504.5 - FORMALDEHYDE LIMITS, MAXIMUM FORMALDEHYDE EMISSIONS IN PARTS PER MILLION PRODUCT CURRENT LIMIT HARDWOOD PLYWOOD VENEER CORE 0.05 HARDWOOD PLYWOOD COMPOSITE CORE 0.05 PARTICLE BOARD 0.09 MEDIUM DENSITY FIBERBOARD 0.11 THIN MEDIUM DENSITY FIBERBOARD2 0.13 1. VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED BY THE CALIF. AIR RESOURCES BOARD, AIR TOXICS CONTROL MEASURE FOR COMPOSITE WOOD AS TESTED IN ACCORDANCE WITH ASTM E 1333. FOR ADDITIONAL INFORMATION, SEE CALIF. CODE OF REGULATIONS, TITLE 17, SECTIONS 93120 THROUGH 93120.12. 2. THIN MEDIUM DENSITY FIBERBOARD HAS A MAXIMUM THICKNESS OF 5/16" (8 MM). I PERMIT# BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE 'COMPLIANCE DATE TABLE 4.504.2 - SEALANT VOC LIMIT (Less Water and Less Exempt Compounds in Grams per Liter) SEALANTS CURRENT VOC LIMIT ARCHITECTURAL 250 MARINE DECK 760 NONMEMBRANE ROOF 300 ROADWAY 250 SINGLE -PLY ROOF MEMBRANE 450 OTHER 420 SEALANT PRIMERS 50 ARCHITECTURAL 350 NON -POROUS 250 POROUS 775 MODIFIED BITUMINOUS 500 MARINE DECK 760 OTHER 750 TABLE 4.504.3 - VOC CONTENT LIMITS FOR ARCHITECTURAL COATINGS2,3 GRAMS OF VOC PER LITER OF COATING, LESS WATER & LESS EXEMPT COMPOUNDS COATING CATEGORY CURRENT VOC LIMIT FLAT COATINGS 50 NON -FLAT COATINGS 100 NONFLAT-HIGH GLOSS COATINGS 150 SPECIALTY COATINGS ALUMINUM ROOF COATINGS 400 BASEMENT SPECIALTY COATINGS 400 BITUMINOUS ROOF COATINGS 50 BITUMINOUS ROOF PRIMERS 350 BOND BREAKERS 350 CONCRETE CURING COMPOUNDS 350 CONCRETE/MASONRY SEALERS 100 DRIVEWAY SEALERS 50 DRY FOG COATINGS 150 FAUX FINISHING COATINGS 350 FIRE RESISTIVE COATINGS 350 FLOOR COATINGS 100 FORM -RELEASE COMPOUNDS 250 GRAPHIC ARTS COATINGS (SIGN PAINTS) 500 HIGH TEMPERATURE COATINGS 420 INDUSTRIAL MAINTENANCE COATINGS 250 LOW SOLIDS COATINGS, 120 MAGNESITE CEMENT COATINGS 450 MASTIC TEXTURE COATINGS 100 METALLIC PIGMENTED COATINGS 500 MULTICOLOR COATINGS 250 PRETREATMENT WASH PRIMERS 420 PRIMERS, SEALERS, & UNDERCOATERS 100 REACTIVE PENETRATING SEALERS 350 RECYCLED COATINGS 250 ROOF COATINGS 50 RUST PREVENTATIVE COATINGS 250 SHELLACS CLEAR 730 OPAQUE 550 SPECIALTY PRIMERS, SEALERS & UNDERCOATERS 100 STAINS 250 STONE CONSOLIDANTS 450 SWIMMING POOL COATINGS 340 TRAFFIC MARKING COATINGS 100 TUB & TILE REFINISH COATINGS 420 WATERPROOFING MEMBRANES 250 WOOD COATINGS 275 WOOD PRESERVATIVES 350 ZINC -RICH PRIMERS 340 1. GRAMS OF VOC PER LITER OF COATING, INCLUDING WATER & EXEMPT COMPOUNDS 2. THE SPECIFIED LIMITS REMAIN IN EFFECT UNLESS REVISED LIMITS ARE LISTED IN SUBSEQUENT COLUMNS IN THE TABLE. 3. VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED BY THE CALIFORNIA AIR RESOURCES BOARD, ARCHITECTURAL COATINGS SUGGESTED CONTROL MEASURE, FEB. 1, 2008. MORE INFORMATION IS AVAILABLE FROM THE AIR RESOURCES BOARD. MMR CHECKED 13Y DATE 11-08-16 SCALE AS SHOWN 1013 NO. 016-005 SITEET GN2 SIGNATURE 20'i3 CALIFORNIA GREEN BUILDING STANDARDS CODE "�Ra��`A�oFOA��- ooE�oMPLAvCF RESIDENTIAL MANDATORY MEASURES. SHEET 2 �TE'-'%' B Y_!; DIVISION 4.5 ENVIRONMENTAL QUALITY (continued) CHAPTER 7 GREEN BUILDING STANDARDS CODE CHECKLIST 4.504.3 CARPET SYSTEMS. All carpet installed in the building interior shall meet the testing and product INSTALLER & SPECIAL INSPECTOR QUALIFICATIONS AS PER BUTTE COUNTY BUILDING DEPARTMENT requirements of at least one of the following: 1. Carpet and Rug Institute's Green Label Plus Program. 702 QUALIFICATIONS 2. California Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile 702.1 INSTALLER TRAINING. HVAC system installers shall be trained and certified in the proper Residential Mandatory California Green Building installation of HVAC systems including ducts and equipment by a nationally or regionally recognized Organic Chemical Emissions from Indoor Sources Using Environmental Chambers" Version 1.1, training or certification program. Uncertified persons may perform HVAC installations when under the Code Measures Based on the 2013 California February 2010 (also known as Specification 01350). direct supervision and responsibility of a person trained and certified to install HVAC systems or 3. NSF/ANSI 140 at the Gold level. contractor licensed to install HVAC systems. Examples of acceptable HVAC training and certification Green Building Standards Code Checklist programs include but are not limited to the following: 4. Scientific Certifications Systems Indoor AdvantagerM Gold. Effective July 1, 2015 1. State certified apprenticeship programs. 4.504.3.1 Carpet cushion. All carpet cushion installed in the building i.iterior shall meet the 2. Public utility training programs. requirements of the Carpet and Rug Institute's Green Label program. 3. Training programs sponsored by trade, labor or statewide energy consulting or verification VERIFICATIONS organizations. LEVELS ENFORCING AGENCY TO SPECIFY 4.504.3.2 Carpet adhesive. All carpet a thesive shall meet the requirements of Table 4.504.1. 4. Programs sponsored by manufacturing organizations. APPLICANT TO SELECT_ ELECTIVE MEASURES VERIFICATION METHOD - --- - ----.. 5. Other programs acceptable to the enforcing agency. Prerequisites and electives' Enforcin Installer or Third FEATURE OR MEASURE q 4.504.4 RESILIENT FLOORING SYSTEMS. Where resilient flooring is installed , at least 80% of floor area receiving 702.2 SPECIAL INSPECTION [HCD]. When required by the enforcing agency, the owner or g Agency Designer party resilient flooring shall comply with one or more of the following: the responsible entity acting as the owner's agent shall employ one or more special inspectors to provide ❑ 11 El Tier 1 Tier 2 All All All 1. VOC emission limits defined in the Collaborative for High Performance Schools (GNPs) High inspection or other duties necessary to substantiate compliance with this code. Special inspectors shall demonstrate competence to the satisfaction of the enforcing agency for the particular type of inspection PLANNING AND DESIGN Performance Products Database. or task to be performed. In addition to other certifications or qualifications acceptable to the enforcing Site Development the following certifications or education may 2. Products compliant with CHPS criteria certified under the Greenguard Children &Schools program. agency, be considered by the enforcing agency when 4.106.2 A plan is developed and implemented to evaluating the qualifications of a special inspector: mina e storm water drainage during construction. 3. Certification under the Resilient Floor Covering Institute (RFCI) FloorScore program. 1. Certification by a national or regional green building program or standard publisher. 4.106.3 construction plans shall indicate how site grading or a drainage system will manage ail surface 4. Meet the California Department of Public Health, "Standard Method for the Testing and Evaluation of flows to keem�water from entering buildings 2. Certification by a statewide energy consulting or verification organization, such as HERS raters, water_. - Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers", Version 1.1, building performance contractors, and home energy auditors. 4.106.4 Provide capability for electric veiiiele charging February 2010 (also known as Specification 01350). in one- and two-family dwellings and in townhouses l with attached private garages: and 3 percent of total ox 4.504.5 COMPOSITE WOOD PRODUCTS. Hardwood plywood, particleboard and medium density fiberboard 3. Successful completion of a third party apprentice training program in the appropriate trade. parking spices, as specified, for multifamily dwellings. composite wood products used on the interior or exterior of the buildings shall meet the requirements for 4. Other programs acceptable to the enforcing agency. ENERGY EFFICIENCY formaldehyde as specified in ARB's Air Toxics Control Measure for Composite Wood (17 CCR 93120 et seq.), General by or before the dates specified in those sections, as shown in Table 4.504.5 Notes: - 4 4201.1 Building meets or exceeds the requirements of the 4.504.5.1 Documentation. Verification of compliance with this section shall be provided as requested 1. Special inspectors shall be independent entities with no financial interest in the materials or the m -1 Cal Jnrn,a Building f ner gp F.jJrcrenw Stm,daf ds project they are inspecting for compliance by the enforcing agency. Documentation shall include at least one of the following: with this code. WATER EFF[CIENCI' � 2. HERS raters are special inspectors certified by the California Energy Commission (CEC) to rate AND CONSERVATION 1. Product certifications and specifications. homes in California according to the Home Energy Rating System (HERS). Indoor_ WaterUse 2. Chain of custody certifications. 4.303.1 Plumbing fixtures (water closets and urinals) and [BSC] When required by the enforcing agency, the owner or the responsible entity acting as the owner's fittings (faucets and showeiheads) installed in residential 3. Product labeled and invoiced as meeting the Composite Wood Products regulation (see agent shall employ one or more special inspectors to provide inspection or other duties necessary to buildings shall comply with the prescriptive requirements CCR, Title 17, Section 93120, et se substantiate compliance with this code. Special inspectors shall demonstrate competence to the of Sections 4.303 1.1 through 4.303.1.4.4. q')' satisfaction of the enforcing agency for the particular type of inspection or task to be performed. In 4.303.2 Plumbing fixtures and finings required in section addition, the special inspector shall have a certification from a recognized state, national or international 4,303.1 shalt be installed in accordance with the 4. Exterior grade products marked as meeting the PS -1 or PS -2 standards of the Engineered j I Wood Association, the Australian AS/NZS 2269 or European 636 3S standards. association, as determined by the local agency. The area of certification shall be closely related to the (alijornia Plumbin Code, and shall meet the primary job function, as determined by the local agency. applicable referenced standards. 5. Other methods acceptable to the enforcing agency. Outdoor Water Use Note: Special inspectors shall be independent entities with no financial interest in the materials or _ _ �' -- - --- - --- - the project they are inspecting for compliance with a 4.304.1 Automatic irrigation systems controllers .his code. 4.505 INTERIOR MOISTURE CONTROL orstalled soilmutsturt thee-baeodt:finalmspcctionshall 6.weather - p -1- -- -- - -- ----- -�-- -- { 4.505.1 General. Buildings shall meet or exceed the provisions of the California Building Standards Code, Enhanced Darabdtty and Reduced Maintenance 703 VERIFICATIONS -- - -_- ------ --- --- --__---- -� 4.406.1 Annular spaces arowid pipes. electric cables, - J L 4.505.2 CONCRETE SLAB FOUNDATIONS. Concrete slab foundations required to have a vapor retarder by 703.1 DOCUMENTATION. Documentation used to show compliance with this code shall include conduits or other openings in plates at exteriorwallsshall California Building Code, Chapter 19, or concrete slab -on -ground floors required to have a vapor retarder but is not limited to, construction documents, plans, specifications, builder or installer certification be roiceted apinst the passage of rodents by closing P P P � p ,. g by the California Residential Code, Chapter 5, shall also comply with this section. inspection reports, or other methods acceptable to the enforcing agency which demonstrate substantial such openings with cement mortar. concrete masonry or conformance. When specific documentation or special inspection is necessary to verify compliance that similar method acceptable to the enforcing agency. 4.505.2.1 Capillary break. A capillary break shall be installed in compliance with at least one of the method of compliance will be specified in the appropriate section or identified applicable checklist. following: 1. A 4 -inch (101.6 mm) thick base of 1/2 inch (12.7mm) or larger clean aggregate shall be provided with a vapor barrier in direct contact with concrete and a concrete mix design, which will address bleeding, shrinkage, and curling, shall be used. For additional information, see American Concrete Institute, ACI 302.2R-06. 2. Other equivalent methods approved by the enforcing agency. 3. A slab design specified by a licensed design professional. 4.505.3 MOISTURE CONTENT OF BUILDING MATERIALS. Building materials with visible signs of water damage shall not be installed. Wall and floor framing shall not be enclosed when the framing members exceed 19 percent moisture content. Moisture content shall be verified in compliance with the following: 1. Moisture content shall be determined with either a probe -type or contact -type moisture meter. Equivalent moisture verification methods may be approved by the enforcing agency and shall satisfy requirements found in Section 101.8 of this code. 2. Moisture readings shall be taken at a point 2 feet (6 10 mm) to 4 feet (1219 mm) from the grade stamped end of each piece verified. 3. At least three random moisture readings shall be performed on wall and floor framing with documentation acceptable to the enforcing agency provided at the time of approval to enclose the wall and floor framing. Insulation products which are visibly wet or have a high moisture content shall be replaced or allowed to dry prior to enclosure in wall or floor cavities. Wet -applied insulation products shall follow the manufacturers' drying recommendations prior to enclosure. 4.506 INDOOR AIR QUALITY AND EXHAUST 4.506.1 Bathroom exhaust fans. Each bathroom shall be mechanically ventilated and shall comply with the following: 1. Fans shall be ENERGY STAR compliant and be ducted to terminate outside the building. Construction Waste Reduction, Disposal 2. Unless functioning as a ccmponent of a whole house ventilation system, fans must be controlled by a humidity control.-. a. Humidity controls shall be capable of adjustment between a relative humidity range less than or and Recycling 4.408.1 Recycle and/or salvage for reuse a minimum of 4.504.3 Carpet and ca pet systems shall be compliant with VOC limits. --__ 4,504.4 80 percent of floor area receiving resilient lloorin shall contply+vith specified VOCcriteria. lz ED _ _ L 50 percent of the nonhazardous construction and C. - equal to 50% to a maximum of 80%. A humidity control may utilize manual or automatic means of adjustment. demolition waste in accordance with one of the following: 4.504.5 Particleboard, medium density fiberboard (MDF) and hardwood plywood used in interior finish systems shall comply with low formaldehyde emission standards. ❑x 1. Comply with a more stringent local construction b. A humidity control may be a separate component to the exhaust fan and is not required to be and demolition waste management ordinance; or 2. A constuetion waste management plan, per Interior Moisture Control .. Section 4.406.2: or integral (i.e., built-in) 3. A waste management company, per Section 4.403.3; or 4.505.2 Vaporretarder and capillary break is installed at slab -on -grade foundations. 4.The waste stream reduction alternative, per Section Notes: 4.408.4. Building 1llaintenance and Operation - 4.410.1 An operation and maintenance manual shall 4.505.3 Moisture content of building materials used in wall and floor framing is checked before enclosure. be provided to the building occupant or owner. - L ............... EN'VIRONM ENTAL QTJALITY Fireplaces 4.503.1 Any installed gas fireplace shall be a direct -vent 2. Lighting integral to bathroom exhaust fans shall comply with the California Energy Code. Environmental Comfort sealed -combustion type. Any installed woodstove or _ pellet stove shall comply with US EPA Phase 11 emission 4 S07 l Reserved.- 1 I limits +vhere applicable. Woodstoves, pellet stoves and ® --- fireplaces shall also comply with applicable local F_ 4.507 ENVIRONMENTAL COMFORT Pollutant Control 4.504.1 Duct openings and other related air distribution 4.507.2. is selected using the following methods: 1. Establish heat loss and heat gain values according to 4.507.2 HEATING AND AIR-CONDITIONING SYSTEM DESIGN. Heating and air conditioning systems shall be sized, designed and have their equipment selected using the following methods: component openings shall be covered during ANSI,ACCA 2 Manual./ -200.1 or equivalent. 2. Size duct systems according to ANSVACCA I Manual D-2009 or equivalent. 4.504.2.1 Adhesives, sealants and caulks shall be 1. The heat loss and heat gain is established according to ANSI/ACCA 2 Manual J - 2004 (Residential Load Calculation), ASHRAE handbooks or other equivalent design software or methods. compliant with VdC and other toxic compound A select heating and cooling equipment according to ANSIiACCA 3 Manual 5-2001 orequivalent. L L 4.504.2.2 Paints, stp ins and other coatings shall ' 2. Duct systems are sized according to ANSI/ACCA 1 Manual D - 2009 (Residential Duct Systems), be compliant with VOC limits.1- ions and Special Inspector Qualificatl Installer.^.�.. 4.504.2.3 Acrosol paints and coatings shall be compliant ASHRAE handbooks or other equivalent design software or methods. with product weighted MIR limits for ROC and other 702.1 HVAC system installers are trained and certified in the proper installation of11VACsystems. 702.2 Special inspectors employed by the enforcing I_ om ounds, `' F7 3. Select heating and cooling equipment according to ANSI/ACCA 3 Manual S - 2004 (Residential Equipment Selection), or ether equivalent design software or methods. 2.4 Documentation shall be provided to verify r ® 1 mpliant VOC limit finish matcria[s have been Exception: Use of alternate design temperatures necessary to ensure the system functions are acceptable. %/OW r 7 0, ///p�///r "J /� it i v C� n' , fl //0 ''A Cta � p < O OF -V U Q �E-v 00 LLJ `n a� I� z 0 z� Q z G� U U Q > O O O O W� DRAWN BY r- MMR CHECKED BY DATE 11-08-16 SCALE AS SHOWN JOB NO. 016-005 SHEET GN3 SIGNATURE 2. Unless functioning as a ccmponent of a whole house ventilation system, fans must be controlled by a humidity control.-. a. Humidity controls shall be capable of adjustment between a relative humidity range less than or 4.504.3 Carpet and ca pet systems shall be compliant with VOC limits. --__ 4,504.4 80 percent of floor area receiving resilient lloorin shall contply+vith specified VOCcriteria. lz ED _ a C. - equal to 50% to a maximum of 80%. A humidity control may utilize manual or automatic means of adjustment. 4.504.5 Particleboard, medium density fiberboard (MDF) and hardwood plywood used in interior finish systems shall comply with low formaldehyde emission standards. ❑x b. A humidity control may be a separate component to the exhaust fan and is not required to be Interior Moisture Control .. integral (i.e., built-in) 4.505.2 Vaporretarder and capillary break is installed at slab -on -grade foundations. - Notes: - - 1. For the purposes of this section, a bathroom is a room which contains a bathtub, shower or tub/shower combination. 4.505.3 Moisture content of building materials used in wall and floor framing is checked before enclosure. Indoor Air Quality and Exhaust 2. Lighting integral to bathroom exhaust fans shall comply with the California Energy Code. Environmental Comfort _ 4 S07 l Reserved.- ® --- F_ 4.507 ENVIRONMENTAL COMFORT 4.507.2. is selected using the following methods: 1. Establish heat loss and heat gain values according to 4.507.2 HEATING AND AIR-CONDITIONING SYSTEM DESIGN. Heating and air conditioning systems shall be sized, designed and have their equipment selected using the following methods: ANSI,ACCA 2 Manual./ -200.1 or equivalent. 2. Size duct systems according to ANSVACCA I Manual D-2009 or equivalent. 1. The heat loss and heat gain is established according to ANSI/ACCA 2 Manual J - 2004 (Residential Load Calculation), ASHRAE handbooks or other equivalent design software or methods. A select heating and cooling equipment according to ANSIiACCA 3 Manual 5-2001 orequivalent. ' 2. Duct systems are sized according to ANSI/ACCA 1 Manual D - 2009 (Residential Duct Systems), ions and Special Inspector Qualificatl Installer.^.�.. ASHRAE handbooks or other equivalent design software or methods. Qualifications I 702.1 HVAC system installers are trained and certified in the proper installation of11VACsystems. 702.2 Special inspectors employed by the enforcing `' F7 3. Select heating and cooling equipment according to ANSI/ACCA 3 Manual S - 2004 (Residential Equipment Selection), or ether equivalent design software or methods. _ Exception: Use of alternate design temperatures necessary to ensure the system functions are acceptable. agency must be quali Pied and able to demonstrate competence in the discipline they are inspecting, J L verifications 703.1 Verification of compliance with this code in ay include construction documents, plans, specifications builder or installer certification, inspection reports, or other methods acceptable to the enforcing agency which 0 L J L show substantial conformance. %/OW r 7 0, ///p�///r "J /� it i v C� n' , fl //0 ''A Cta � p < O OF -V U Q �E-v 00 LLJ `n a� I� z 0 z� Q z G� U U Q > O O O O W� DRAWN BY r- MMR CHECKED BY DATE 11-08-16 SCALE AS SHOWN JOB NO. 016-005 SHEET GN3 SIGNATURE CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD I Project Name: Residential Building Calculation Date/Time: 2: Fri, n 13 2017 J 9 1 08, ,.a , Calculation Description: Title 24 Analysis Input File Name: 081116 -Hamilton (RT) -Plan CK Rev#2.ribdx CF1 R -PRF -01 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Page 1 of 8 Project Name: Residential Building Calculation Date/Time: 12:08, Fri, Jan 13, 2017 Calculation Description: Title 24 Analysis Input File Name: 081116 -Hamilton (RT) -Plan CK Rev#2.ribdx GENERAL INFORMATION 01 ENERGY USE SUMMARY 01 Project Name Residential Building 04 05 02 Calculation Description Title 24 Analysis 08 Energy Use (kTDVlft2-yr) 03 Project Location 11300 Nelson Bar Road Compliance Margin Percent Improvement 04 City Oroville 05 Standards Version Compliance 2015 06 Zip Code 95965 07 Compliance Manager Version BEMCmpMgr 2013-4b (433) 08 Climate Zone CZ11 09 Software Version EnergyPro 6.6 10 Building Type Single Family 11 Front Orientation (deg/Cardinal) 180 12 Project Scope Newly Constructed 13 Number of Dwelling Units 1 14 Total Cond. Floor Area (ft) 2124 15 Number of Zones 1 16 Slab Area (ft) 0 17 Number of Stories 1 18 Addition Cond. Floor Area NIA 19 Natural Gas Available No 20 Addition Slab Area (ft) N/A 21 Glazing Percentage (%) 1 16.3% COMPLIANCE RESULTS 01 Building Complies with Computer Performance 02 This building incorporates features that require field testing and/or Verification by a certified HERS rater under the supervision of a CEC-approved HERS provider. Registration Number: 216-N0304093C-000000000-0000 Registration Date/Time: 2017-01-13 12:16:21 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CFIR-03112016-433 Report Generated at: 2017-01-13 12:09:35 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CFIR-PRF-01 Project Name: Residential Building Calculation Date/Time: 12:08 Fri an 13 2017 Page 4 f J 9 ,J ag o 8 Calculation Description: Title 24 Analysis Input File Name: 081116 -Hamilton (RT) -Plan CK Rev#2.ribdx DOORS 01 ENERGY USE SUMMARY 03 01 04 05 06 07 08 Energy Use (kTDVlft2-yr) Standard Design Proposed Design Compliance Margin Percent Improvement Space Heating 50.82 39.19 11.63 22.9% Space Cooling 51.89 57.41 -5.52 -10.6% IAQ Ventilation 1.12 1.12 0.00 0.0% Water Heating 33.45 32.17 1.28 3.8% Photovoltaic Offset - 0.00 C.00 ---- Compliance Energy Total 137.28 129.89 7.39 5.4% Registration Number: 216-N0304093C-000000000-0000 Registration Date/Time: 2017-01-13 12:16:21 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CFIR-03112016-433 Report Generated at: 2017-01-13 12:09:35 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CFIR-PRF-01 Project Name: Residential Building Calculation Date/Time: 12:08 Fri an 13 2017 Page 4 f J 9 ,J ag o 8 Calculation Description: Title 24 Analysis Input File Name: 081116 -Hamilton (RT) -Plan CK Rev#2.ribdx DOORS 01 02 03 01 02 03 04 Name Side of Building Area (ft) U -factor Door Front Wall 20.0 0.50 Door 2 Demising Garage Wall i0.0 0.50 Door 3 Left Wall 2 128.0 1.00 OPAQUE SURFACE CONSTRUCTIONS 01 02 03 04 05 06 07 10.87 5.5% Number of Dwelling Units Number of Bedrooms Total Cavity Winter Design Number of Water Heating Systems Construction Name Surface Type Construction Type Framing R -value U -value Assembly Layers 40000-Btu/hr 0 0 Zone 1 R-21 Wall 180 • Inside Finish: Gypsum Board 666 172 90 Left Wall Zone 1 R-21 Wall Cavity/ Frame: no insul. 12x4 R-0 Wall 2X6 Exterior Walls Wood Framed Wall 2x4 @ 16 in. O.C. none 0.361 Exterior Finish: 3 Coat Stucco Inside Finish: Gypsum Board 0 „.dings (below R-0 Roof Attic attic) Wood Framed Ceiling 2x4 @ 24 in. O.C. none 0.481 Cavity/ Frame: no insul. 1 2x4 Right 378 38 90 Demising Garage Wall Zone 1 --Garage- Cavity 1 Frame: no insul. 12x4 Top Chrd 211.8 2x4 Top Chord of Roof Truss [a 24 Roof Roof Deck: Wood Sidinglsheathingldecking Attic Garage Roof Cons Attic Roofs Wood Framed Ceiling < in: O.C. none ; 0.644 Roofing: Light Roof (Asphalt Shingle) Zone 1 R-19 Floor Crawlspace 2124 Cavity I Frame: no insul. 12x4 Top Chrd Left Wall 2 _Garage_ R-0 Wall 2X6 2x4 Top Chord of Roof Truss @ 24 Left 220.1 Roof Deck: Wood Sidinglsheathingldecking Attic RoofZone 1 Attic Roofs Wood Framed Ceiling in. O.C. none " 0.644 Roofing: Light Roof (Asphalt Shingle) 90 Right Wall 2 _Garage__ R-0 Wall 2X6 90 • Inside Finish: Gypsum Board 216 90 Roof 2 __Garage__ R-0 Roof Attic Cavity / Frame: R-21 12x6 R-21 Wall Exterior Walls Wood Framed Wall 2x6 @ 16 in. O.C. R 21 0.069 Exterior Finish: 3 Coat Stucco • Inside Finish: Gypsum Board Ceilings (below Cavity/ Frame: R -9.112x4 R-38 Roof Attic w/ RB attic) Wood Framed Ceiling 2x4 @ 24 in. O.C. R 38 0.025 Over Ceiling Joists: R-28.9 insul. Inside Finish: Gypsum Board Cavity/ Frame: R-21 12x6 R-21 Wahl Interior Walls Wood Framed Wail 2x6 @ 16 in. O.C. R 21 0.064 Other Side Finish: Gypsum Board Floor Surface: Carpeted Floors Over Floor Deck: Wood Sidingisheathingldecking R-19 Floor Crawlspace Crawlspace Wood Framed Floor 2x6 @ 16 in. O.C. R 19 0.049 Cavity/ Frame: R-191 2x6 Registration Number: 216-N0304093C-000000000-0000 Registration Date/Time: 2017-01-1312:16:21 CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CFIR-03112016-433 REQUIRED SPECIAL FEATURES The following are features that must be installed as condition for meeting the modeled energy performance for this computer analysis. NO SPECIAL FEATURES REQUIRED PERMIT# 8-1A-- �7/ BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE CF1R-PRF-01 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Page 2 of 8 Project Name: Residential Building Calculation Date/Time: 12:08, Fri, Jan 13, 2017 Calculation Description: Title 24 Analysis Input File Name: 081116 -Hamilton (RT) -Plan CK Rev#2.ribdx HERS FEATURE SUMMARY The following is a summary of the features that must be field -verified by a certified HERS Rater as a condition for meeting the modeled energy performance for this computer analysis. Additional detail is provided in the building components tables below. Building -level Verifications: • IAQ mechanical ventilation Cooling System Verifications: • Minimum Airflow • Verified EER • Fan Efficacy Watts/CFM HVAC Distribution System Verifications: • Duct Sealing Domestic Hot Water System Verifications: • --None .- ENERGY DESIGN RATING This is the sum of the annual TDV energy consumption for energy use components included in the performance compliance approach for the Standard Design Building (Energy Budget) and the annual TDV energy consumption for lighting and components not regulated by Title 24, Part 6 (such as domestic appliances and consumerelectronics)' and accounting for the annual TDV energy offset by an on-site renewable energy system. Reference Energy Use Energy Design Rating Margin Percent Improvement Total Energy (kTDV/f2-yr)' 197.52 186.65 10.87 5.5% • includes calculated Appliances and Miscellaneous Energy Use (AMEU) BUILDING - FEATURES INFORMATION 01 02 03 04 05 06 07 Project Name Conditioned Floor Area (ft2) Number of Dwelling Units Number of Bedrooms Number of Zones Number of Ventilation Cooling Systems Number of Water Heating Systems Residential Building 2124 1 3 1 0 1 ZONE INFORMATION 01 02 03 04 05 06 07 Zone Name Zone Type HVAC System Name Zone Floor Area (ft') Avg. Ceiling Height Water Heating System 1 Water Heating System 2 Zone 1 Conditioned HVAC Systeml 2124 9 DHW Sys 1 0.62 Registration Number: 216-N0304093C-000000000-0000 Registration Date/Time: 2017-01-13 12:16:21 HERS Provider: CACERTS inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CFIR-03112016-433 Report Generated at: 2017-01-13 12:09:35 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1 R -PRF -01 Project Name: Residential Building Calculation Date/Time: 12:08, Fri, Jan 13, 2017 Page 5 of 8 Calculation Description: Title 24 Analysis Input File Name: 081116 -Hamilton (RT) -Plan CK Rev#2.ribdx BUILDING ENVELOPE • HERS VERIFICATION 01 02 03 04 Quality Insulation Installation (Qll) Quality Installation of Spray Foam Insulation Building Envelope Air Leakage CFM50 Not Required Not Required Not Required - WATER HEATING SYSTEMS 01 01 02 03 04 05 06 Name System Type Distribution Type Water Heater Number of Heaters Solar Fraction (%) DHW Sys 1 - 1/1 DHW Standard DHW Heater 1 1 .0% WATER HEATERS 01 02 03 04 05 06 07 08 Name Heater Element Type Tank Type Tank Volume (gal) Energy Factor or Efficiency Input Rating Tank Exterior Insulation R -value Standby Loss (Fraction) DHW Heater 1 Propane Small Storage 50 0.62 40000-Btu/hr 0 0 WATER HEATING - HERS VERIFICATION 01 02 03 04 05 06 07 Name Pipe Insulation Parallel Piping Compact Distribution Point -of Use Recirculation Control Central DHW Distribution DHW Sys 1 - 1/1 --- --- Air Distribution System 1 0 Required Gross Area (ft2) SPACE CONDITIONING SYSTEMS 01 02 03 04 05 06 SC Sys Name System Type Heating Unit Name Cooling Unit Name Fan Name Distribution Name HVAC System Other Heating and Cooling System Heating Component 1 Cooling Component 1 HVAC Fan 1 Air Distribution System 1 HVAC - HEATING UNIT TYPES 01 02 03 Name Type Efficiency Heating Component 1 CntrlFurnace - Fuel -fired central furnace 94 AFUE HERS Provider: CaICERTS inc. Registration Number: 216-N0304093C-000000000-0000 Registration Date/Time: 2017-01-13 12:16:21 HERS Provider: CaICERTS inc. Report Generated at: 2017-01-13 12:09:35 CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-03112016-433 Report Generated at: 2017-01-13 12:09:35 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1 R -PRF -01 Project Name: Residential Building Calculation Date/Time: 12:08, Fri, Jan 13, 2017 Page 7 of 8 Calculation Description: Title 24 Analysis Input File Name: 081116 -Hamilton (RT) -Plan CK Rev#2.ribdx Registration Number: 216-N0304093C-000000000-0000 Registration Date/Time: 2017-01-13 12:16:21 CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CFIR-03112016-433 HERS Provider: CaICERTS inc. Report Generated at: 2017-01-13 12:09:35 CF1 R -PRF -01 Page 3 of 8 OPAQUE SURFACES 01 IAQ (indoor Air Quality) FANS 01 02 03 04 05 06 Dwelling Unit IAQ CFM IAQ Watts/CFM IAQ Fan Type IAQ Recovery Effectiveness(%) HERS Verification SFam IAOVentRpt 51.24 0.25 Default 0 Required Registration Number: 216-N0304093C-000000000-0000 Registration Date/Time: 2017-01-13 12:16:21 CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CFIR-03112016-433 HERS Provider: CaICERTS inc. Report Generated at: 2017-01-13 12:09:35 CF1 R -PRF -01 Page 3 of 8 OPAQUE SURFACES 01 02 03 04 05 06 07 Name 01 02 03 04 05 06 07 08 Name Zone Construction Azimuth Orientation Gross Area (ft2) Window & Door Area (ft) Tilt (deg) Front Wall Zone 1 R-21 Wall 180 Front 666 172 90 Left Wall Zone 1 R-21 Wall 270 Left 373.8 72 90 Rear Wall Zone 1 R-21 Wall 0 Back 445.8 84.5 90 Right Wall Zone 1 R-21 Wall 90 Right 378 38 90 Demising Garage Wall Zone 1 --Garage- R-21 Wahl 211.8 20 Roof Zone 1 R-38 Roof Attic w/ RB 2124 Raised Floor Zone 1 R-19 Floor Crawlspace 2124 Left Wall 2 _Garage_ R-0 Wall 2X6 270 Left 220.1 128 90 Rear Wall 2 __Garage__ R-0 Wall 2X6 0 Back 220.1 90 Right Wall 2 _Garage__ R-0 Wall 2X6 90 Right 216 90 Roof 2 __Garage__ R-0 Roof Attic 587 ATTIC 01 02 03 04 05 06 07 Name 01 02 03 04 05 06 07 08 Name Construction Type Roof Rise Roof Reflectance Roof Emittance Radiant Barrier Cool Roof Attic __Garage- Attic Garage Roof Cons Ventilated 6 0.1 0.85 No No Attic Zone 1 Attic RoofZone 1 Ventilated 6 0.1 0.85 Yes No WINDOWS 01 02 03 04 05 06 07 Name 01 02 03 04 05 06 07 08 09 10 Name Type Surface (Orientation-Azimutti) Multipli Width (ft) Height (ft) er Area (ft) U -factor SHGC Exterior Shading Window Window Front Wall (Front -180) -- - 1 152.0 0.30 0.23 Insect Screen (default) Window 2 Window Left Wall (Left -270) - -- 1 72.0 0.30 0.23 Insect Screen (default) Window 3 Window Rear Wall (Back -0) -- - 1 84.5 0.30 0.23 Insect Screen (default) Window 4 Window Right Wail (Right -90) -- - 1 38.0 0.30 0.23 Insect Screen (default) 1 Registration Number: 216-N0304093C-000000000-0000 Registration Date/Time: 2017-01-13 12:16:21 CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CFIR-03112016-433 HERS Provider: CaICERTS inc. Report Generated at: 2017-01-13 12:09:35 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Residential Building Calculation DatelTime: 12:08, Fri, Jan 13, 2017 Calculation Description: Title 24 Analysis Input File Name: 081116 -Hamilton (RT) -Plan CK Rev#2.ribdx CF1 R -PRF -01 Page 6 of 8 HVAC - COOLING UNIT TYPES 01 02 03 04 05 06 07 Name Verified Airflow Efficiency Verified EER Multi -speed Verified Refrigerant Charge Name System Type EER SEER Zonally Controlled Compressor HERS Verification Cooling Component 1 SplitAirCond 12 14 Not Zonal Single Speed Cooling Component worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application. Responsible Designer Name: Responsible Designer Signature: ci'Hax Max Ramirez 1 -hers -cool HVAC COOLING - HERS VERIFICATION 01 02 03 04 05 06 Name Verified Airflow Airflow Target Verified EER Verified SEER Verified Refrigerant Charge Cooling Component 1 -hers -cool Required 350 Required Not Required Not Required HVAC - DISTRIBUTION SYSTEMS 01 01 02 03 04 05 06 07 Name Type Duct Leakage Insulation R -value Duct Location Bypass Duct HERS Verification Air Distribution System t DuctsAttic Sealed and tested 8' Attic None Air Distribution System 1 -hers -dist HVAC DISTRIBUTION - HERS VERIFICATION 01 02 03 04 05 06 07 08 Name Duct Leakage Verification Duct Leakage Target (%) Verified Duct Location Verified Duct Design Buried Ducts Deeply Buried Ducts Low -leakage Air Handler Air Distribution System 1 -hers -dist Required 6.0 Not Required Not Required Not Required Not Required --- HVAC-FAN SYSTEMS 01 02 03 04 Name Type Fan Power (Watts/CFM) HERS Verification HVAC Fan 1 Single Speed PSC Furnace Fan 0.56 HVAC Fan 1 -hers -fan HVAC FAN SYSTEMS - HERS VERIFICATION 01 02 03 Name Verified Fan Watt Draw Required Fan Efficiency (Watts/CFM) HVAC Fan 1 -hers -fan Required 0.58 Registration Number: 216-N0304093C-000000000-0000 Registration Date/Time: 2017-01-13 12:16:21 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CFIR-03112016-433 Report Generated at: 2017-01-13 12:09:35 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CFIR-PRF-01 Project Name: Residential Building Calculation Date/Time: 12:08, Fri, Jan 13, 2017 Page 8 of 8 Calculation Description: Title 24 Analysis Input File Name: 081116 -Hamilton (RT) -Plan CK Rev#2.ribdx DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. 1 certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name: Documentation Author Signature: cXax LRamlrez Max Ramirez Company: Signature Date: Golden Sun Designs 2017-01-13 12:16:21 Address: CEA/HERS Certification Identificatio.l (if applicable): 22189 Samson Ave NA City/State/Zip: Phone: Corning, CA 96021 530-321-7242 RESPONSIBLE PERSON'S DECLARATION STATEMENT I certify the following under penalty of perjury, under the laws of the State of California: 1. 1 am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design identified on this Certificate of Compliance. 2. 1 certify that the energy features and performance specifications identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of Regulations. 3. The building design features or system des?gn features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents, worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application. Responsible Designer Name: Responsible Designer Signature: ci'Hax Max Ramirez Company: Date Signed: Golden Sun Designs 2017-01-13 12:16:21 Address: License: 22189 Samson Ave NA City/State/Zip: Phone. Corning, CA 96021 530-321-7242 Digitally signed by CaICFRTS. This digital signature is provided in order to secure the content of this registered document, and in noway implies Registration Provider responsibility for the accuracy of the information. Registration Number: 216-N0304093C-000000000-0000 Registration Date/Time: 2017-01-13 12:16:21 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CFIR-03112016-433 Report Generated at: 2017-01-13 12:09:35 Ism REV. I DATE BY No. Al 01-10-17 MR IF MMR CIIECKED BY DATE 11-08-16 SCALE AS SHOWN JOB NO. 016-005 SHEET ` /(Revised Calculations) SIGNATURE PERMITH 19/4� /7/,& BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE: COMPLIANCE )ATEr 3fBY -�� I- m: CQ F - z w 00 F 137Y REV. DATE 8y No. 01/h, r//. !MM, Flu'! mid 0 C4 0 u C) O O O > DRAWN BY MMR CHECKED BY DATE 11-08-16 SCALE AS SHOWN JOB NO. 016-005 SHEET C060 SIGNATURE OVERALL SITE PLAN 1 IF = 80' I IN N, IN (E) WATER WELL 1 O (N) TRENCH FOR WATER &ELECTRICAL I A EROSION CONTROL NOTES 1. IF A STABILIZED ENTRY DOES NOT EXIST, ON SHALL BE INSTALLED AS FOLLOWS: A) PROVIDE MINIMUM 3" TO 6" FRACTURED ROCK 50' LONG BY 15' WIDE BY 6" DEEP OVER CONSTRUCTION GRADE FABRIC. 2. ALL SOILS TRACKED ONTO PAVED ROADWAYS MUST BE CLEANED UP ON A DAILY BASIS. WHEN STREETS ARE WET OR DURING A RAIN EVENT THERE SHALL BE NO TRACKING OF SOILS ONTO THE STREET. 3. WATTLES (STRAW ROLLS) SHALL BE INSTALLED PROPERLY TO AVOID SILT RUN-OFF. 4. NO DRAIN INLETS ARE LOCATED WITHIN 150 FEET OF THIS PROJECT. NO DRAIN INLET PROTECTION IS REQUIRED. 5. STABILIZE ALL SLOPES WHERE EROSION COULD OCCUR AND CAUSE SILT RUN OFF. (STRAW, VISQUEEN OR EROSION BLANKETS MAY BE USED FOR THIS APPLICATION) 6. PORTABLE CHEMICAL TOILETS IF PROVIDED ON THE SITE MUST BE KEPT OFF OF STREETS AND SIDEWALKS. 7. ALL TRASH MUST BE COLLECTED AND STORED PROPERLY. DO NOT LET ITEMS SUCH AS DRYWALL MUD BOXES, PAINT BUCKETS, CLEANING MATERIAL CONTAINERS ETC. COME IN CONTACT WITH ANY RAINFALL OR STORM WATER RUNOFF. 8. PROVIDE A DESIGNATED AREA FOR CONCRETE WASHOUT. HAY BALES LINED WITH VISQUEEN MAY BE USED FOR THIS APPLICATION. ROLLAWAY BINS MAY ALSO BE USED. ALL CONCRETE WASHOUT SYSTEMS SHALL BE PLACED OFF OF THE PAVED STREETS. PERMIT BUTTE COUNTY DEVELormENT SERVICES REVIEWED FOR CODE COMPLIANCE DATE '�� BY i C, . PARTIAL SITE PLAN 1 n = 10141 N Z 0 0 36° F. DATE BY No. A 01-10-17 MR MMR CHECKED BY DATE 11-08-16 SCALE AS SHOWN J013 NO. 016-005 SHEET coo SIGNATURE f (E) WATER WELL 1 O (N) TRENCH FOR WATER &ELECTRICAL I A EROSION CONTROL NOTES 1. IF A STABILIZED ENTRY DOES NOT EXIST, ON SHALL BE INSTALLED AS FOLLOWS: A) PROVIDE MINIMUM 3" TO 6" FRACTURED ROCK 50' LONG BY 15' WIDE BY 6" DEEP OVER CONSTRUCTION GRADE FABRIC. 2. ALL SOILS TRACKED ONTO PAVED ROADWAYS MUST BE CLEANED UP ON A DAILY BASIS. WHEN STREETS ARE WET OR DURING A RAIN EVENT THERE SHALL BE NO TRACKING OF SOILS ONTO THE STREET. 3. WATTLES (STRAW ROLLS) SHALL BE INSTALLED PROPERLY TO AVOID SILT RUN-OFF. 4. NO DRAIN INLETS ARE LOCATED WITHIN 150 FEET OF THIS PROJECT. NO DRAIN INLET PROTECTION IS REQUIRED. 5. STABILIZE ALL SLOPES WHERE EROSION COULD OCCUR AND CAUSE SILT RUN OFF. (STRAW, VISQUEEN OR EROSION BLANKETS MAY BE USED FOR THIS APPLICATION) 6. PORTABLE CHEMICAL TOILETS IF PROVIDED ON THE SITE MUST BE KEPT OFF OF STREETS AND SIDEWALKS. 7. ALL TRASH MUST BE COLLECTED AND STORED PROPERLY. DO NOT LET ITEMS SUCH AS DRYWALL MUD BOXES, PAINT BUCKETS, CLEANING MATERIAL CONTAINERS ETC. COME IN CONTACT WITH ANY RAINFALL OR STORM WATER RUNOFF. 8. PROVIDE A DESIGNATED AREA FOR CONCRETE WASHOUT. HAY BALES LINED WITH VISQUEEN MAY BE USED FOR THIS APPLICATION. ROLLAWAY BINS MAY ALSO BE USED. ALL CONCRETE WASHOUT SYSTEMS SHALL BE PLACED OFF OF THE PAVED STREETS. PERMIT BUTTE COUNTY DEVELormENT SERVICES REVIEWED FOR CODE COMPLIANCE DATE '�� BY i C, . PARTIAL SITE PLAN 1 n = 10141 N Z 0 0 36° F. DATE BY No. A 01-10-17 MR MMR CHECKED BY DATE 11-08-16 SCALE AS SHOWN J013 NO. 016-005 SHEET coo SIGNATURE 24'_51/ 1 T_AI _ .. WALL SCHEDULE FULL HEIGHT WALLS OR INFILL, 2x4 WOOD STUDS @ 16" O.C., TYP., U.N.O. FULL HEIGHT WALLS OR INFILL, 2x6 WOOD STUDS @ 24" O.C., TYP., U.N.O. LOW WALLS, UNDER CABINETS, 2x4 WOOD STUDS @ 16" O.C., TYP., U.N.O. KEYNOTE SCHEDULE ..../�....�....,...../...�,-..�...../...../...y.....,y...,/...../'..../.....�...../...,/.....ice.... �...../...../..�_,�.../,,._,.....,,....i�...�....,/....,.....,-...../...../..../...�.-...y...../.... /...../'.... /...,,....✓"1... ATTIC ACCESS, 22"X30" MIN. WITH ELEC. SWITCH & LIGHT, TYP., U.N.O. 0 'I" U MAIN ELECTRICAL PANEL, 100 AMP MIN., CONNECT TO (E) POWER PEDESTAL. EXACT PANEL LOCATION MAY VARY AS PER PG&E AND ELECTRICAL CONTRACTOR REQUIREMENTS. \ HHVAC UNIT ON 3-1/2" CONC. PAD OR APPROVED EQUAL W/ \J SERVICE DISCONNECT O WATER HEATER: A. FIRE BOX MOUNTED 18" MIN. ABOVE FINISH FLOOR W/ APPROVED SEISMIC MOUNTING TO WALL. SEISMIC BRACING FOR ANCHORAGE OF THE WATER HEATER AT LOCATIONS EQUAL TO THE TOP & BOTTOM ONE THIRD OF ITS VERTICAL DIMENSION. THE STRAP SHALL BE A MINIMUM OF 4 INCHES ABOVE THE CONTROLS. B. PROVIDE A 120V OUTLET WITHIN 3 FT OF WATER HEATER. C. A CATEGORY III OR IV VENT, OR A TYPE B VENT WITH STRAIGHT PIPE BETWEEN THE OUTSIDE TERMINATION AND THE SPACE WHERE THE WATER HEATER IS INSTALLED D. PROVIDE A CONDENSATE PAN WITH DRAIN SLOPED TO OUTSIDE. E. PROVIDE INSULATION ON FIRST 5 FT OF OUTLET PIPE. F. PROVIDE INSULATION, R-4 MIN., ON HOT WATER PIPING FROM HEATING SOURCE TO KITCHEN. EXCEPTION: PIPING IS IN ATTIC AND COVERED BY 4" MIN. OF INSULATION. O INSULATED HOSE BIB WITH BACK FLOW PREVENTER, TYP. O DOOR TO BE SELF CLOSING 1-3/8" MIN. SOLID WOOD CORE OR 20 -MINUTE FIRE RATED ASSEMBLY. OLANDINGS: MINIMUM WIDTH = WIDTH OF DOOR, DEPTH @ PATH OF TRAVEL = 36" MIN. WITII 2% MIN. SLOPE AWAY FROM STRUCTURE @ EXTERIOR, TYP.. U.N.O. O 10" DIA. SOLAR TUBE, FLAT INTAKE LENS (NOT DOMED) TYP., U.N.O. O CLOTHES DRYER MOISTURE EXHAUST DUCT LENGTH SHALL BE 14 FEET MAXIMUM WITH TWO 90 DEGREE ELBOWS. 10 SHOWER: TEMPERED GLASS WALL AND DOOR, HEIGHT AT t 6-10". A NON-ABSORBENT SURFACE SHALL EXTEND NOT LESS THAN 72 INCHES ABOVE THE FLOOR IN THE SHOWER. 11 ALL PANES TEMPERED IN THESE WINDOWS 12 PROVIDE AN OPENING NOT LESS THAN 100 SQUARE INCHES FOR MAKEUP AIR IN THE WASHER/ DRYER DOOR 14 ALL SHOWERS AND TUB/SHOWER COMBINATIONS SHALL BE PROVIDED WITH INDIVIDUAL CONTROL VALVES OF THE THERMOSTATIC MIXING, PRESSURE BALANCE OR COMBINATION VALVE TYPE. 15 THE FIREPLACE SHALL BE U.S. EPA PHASE II CERTIFIED. 16 WATER FILTER & PRESSURE TANK PERMIT # 9/6 - 2 7l BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DATE / -,?/—/ -,;;:, BY 65 ,...,..,._,... ..�...,.. ...� FLOOR PLAN 2,124 SF 1/411 = 1'-0" MMR CHECKED 13Y DATE 11-08-16 SCALE AS SHOWN rola NO. 016-005 SHEET A1,00 SIGNATURE i 10'-2�4" �l WALL SCHEDULE FULL HEIGHT WALLS OR INFILL, 2x4 WOOD STUDS @ 16" O.C., TYP., U.N.O. FULL HEIGHT WALLS OR INFILL, 2x6 WOOD STUDS @ 24" O.C., TYP., U.N.O. LOW WALLS, UNDER CABINETS, 2x4 WOOD STUDS @ 16" O.C., TYP., U.N.O. CONSTRUCTION NOTES 1. FRAMING OF LOAD BEARING WALLS: SEE STRUCTURAL SHEETS STRAP ALL TOP PLATES AS PER STRUCTURAL SHEETS 2. BEARING LEADERS, PER PLAN, TYP. U.N.O 3. ALL BEARING HEADERS SHALL HAVE (2) 2x TRIMMERS, TYP., U.N.O. 4. ALL NEW POSTS DF #1, TYP., U.N.O. 5. ALL WINDOW HEADER HEIGHTS EQUAL TO DOOR HEADERS, TYP. U.N.O. 6. EXTERIOR SILL PLATES SHALL BE SEALED BY USE OF GASKET, CAULKING, OR WEATHER-STRIPPING IN-BETWEEN MUD SILL AND CONCRETE FOUNDATION. GYPSUM BOARD: CEILINGS: 1/2" CEILING BOARD, OR 5/8" GYP. BRD., TYP. U.N.O. WALLS: 1/2" GYP.BRD, TYP., U.N.O. DOUBLE STUDS AT ALL PANEL SEAMS. 9.. ALL FIXTURES, DOORS, WINDOWS, FLOORING, INTERIOR & EXTERIOR MATERIALS, COLOR AND STYLE AS PER OWNER, TYP. U.N.O. 10. WINDOW NOTES: 1. THE TOP OF THE BOTTOM WINDOW FRAME (OPENING) SHALL NOT EXCEED 44" FROM THE TOP OF FINISH FLOOR, TYPICAL FOR ALL BEDROOM WINDOWS. 2. WINDOWS SHALL BE INSTALLED AT CEN'I'ER OF WALL WHERE NO FRAMING DIMENSIONS ARE SHOWN, TYP. U.N.O. 11. DOOR NOTE: ALL DOORS SHALL BE INSTALLED @ CENTER OF WALL OR 3 1/2" MIN. FROM NEAREST INTERSECTING WALL, TYP., U.N.O. 12. GARAGE TO BE SEPARATED FROM THE DWELLING AND ATTIC BY 1/2 -INCH MIN. GYPSUM BOARD. 13. ANY DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 14. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ROOF SLOPES AND CEILING CONFIGURATIONS PRIOR TO THE ORDERING OF TRUSSES, DIMENSION NOTES 1. SEE FOUNDATION PLAN FOR DIMENSIONS NOT SHOWN 2. FOUNDATION PLAN DIMENSIONS SHALL SUPERSEDE ALL OTHER DIMENSIONS CONSTRUCTION DIMENSIONS ARE FROM FACE OF STUD, TYP., U.N.O. UNDER FLOOR VENTING NOTES I 1. UNDER FLOOR VENTING CALCULATIONS AS PER MECHANICAL CONTRACTOR 2. UNDER FLOOR VENTING WILL PROVIDED BY A MECHANICAL EXHAUST FAN. 3. THE FAN WILL BE EQUIPPED WITH A HUMIDITY SWITCH. 4. THE FAN WILL BE HARD WIRED WITH A SERVICE DISCONNECT SWITCH. 5. (1) 110V GFI SERVICE OUTLET AND LIGHT WILL BE PROVIDED NEAR THE EXHAUST FAN FOR SERVICE APPLICATIONS 6. INSTALLATION LOCATION AND DUCT WORK TO BE SIZED AND LOCATED BY MECHANICAL CONTRACTOR. 7. COORDINATE ALL WORK WITH ELECTRICAL CONTRACTOR FOR REQUIRED ELECTRICAL NEEDS. 2 PERMIT # !�- currE cau�Tv VVED FOR s5Rvic s fiEVIE DATIE�CODE COMPLIANCE DIMENSIONED FRAMING PLAN 1 /4" = 1'-0" F DATE BY Q01-10-17 MR DRANi'N BY MMR Cl JE.CKED BY DATE 11-08-16 SCALE AS SHOWN JOB NO. 016-005 SHEET A 1,6 SIGNATURE ELEVATION KEYNOTE SCHEDULE F71 NON- GLARE STANDING SEAM METAL ROOFING, 26 GA. MIN., TYP. F27 MAIN ELECTRICAL PANEL & METER F37 HARDI PANEL EXTERIOR SIDING W/ BATTS @ 24" O.C., STYLE AND COLOR AS PER OWNER, INSTALL AS PER MANUFACTURER, TYP., U.N.O. A/C UNIT, SEER AS PER ENERGY CALCS. ON 3-1/2" CONC. PAD OR APPROVED EQUAL. F-9-] 5% SLOPE AWAY FROM STRUCTURE, FIRST 10 FT., TYP. ALL SIDE. -i F-1-01 AMC VENT OPENING, W/ 1/8" MAX. SCREEN MESH COVERING, SEE ROOF PLAN FOR MORE INFORMATION. 11 STOVEPIPE W/ CLASS "B" MIN. FLUE W/ APPROVED SPARK ARRESTOR, MINIMUM HEIGHT OF 2 FEET HIGHER THAN ANY ROOF WITHIN 10 FEET F127 UNDER FLOOR ACCESS 18" x 24" MIN., W/ 1/8" MAX. SCREEN MESH COVERING. _(E) GRADE 9'-1 1/8" PL.— - - — (E) GRADE @ BACKGROUND ---------------------- RETAINING WALL, TYP. GRADE a, B ACKGRO UND (N) FINISH GRADE . T- ..... . ... � U TOP OF STEM WALL - - .......... (E) GRADE Ua) BAUKUKUUNI) NORTH ELEVATION 1/411 = I V-011 ;7 7, -T r. 4: 7 ? ... ...... ........ . . , .. ....... (E-) GRADE @ FOREGROUND SOUTH ELEVATION 1/4ti = 11-011 11 PERMIT Z BUTTE COUNTY DEVELOPMENT St-MVICES REVIEWED FOR CODE COMPLIANCE ey cf i5;al 1". 9'-1 1/8" PL. — — (E) GRADE @ B — — — ACKGROUND ---— / -- — — — — — — — — — — — — — — — — — — — — — RETAINING WALL, TYP. 9 F. GRADE @ BACKGROUND (E) GRADE REV. REV. DATE BY No. A 01-10-17 MR I I J fflu M-1011119" MMR CHECKED BY DATE 11-08-16 SCALE AS SHOWN JOB NO. 016-005 SHEET A2,9 0 SIGNATURE 7�� NEW URADL 9'-1 1/8" PL. `. �.� ��•4•✓ •!.` • ;.l•.. .�•' • •' • �• �. .r ��, , +,rte•. •� EXISTING GRADE --- :y,..-.. ELEVATION KEYNOTE SCHEDULE E] NON- GLARE STANDING SEAM METAL ROOFING, 26 GA. MIN., TYP. MAIN ELECTRICAL PANEL & METER F 37 HARDI PANEL EXTERIOR SIDING W/ BATTS @ 24" O.C., STYLE AND COLOR AS PER OWNER, INSTALL AS PER MANUFACTURER, TYP., U.N.O. A/C UNIT, SEER AS PER ENERGY CALCS. ON 3-1/2" CONC. PAD OR APPROVED EQUAL. 9� 5% SLOPE AWAY FROM STRUCTURE, FIRST 10 FT., TYP. ALL SIDES ATTIC VENT OPENING, W/ 1/8" MAX. SCREEN MESH COVERING, SEE ROOF PLAN FOR MORE INFORMATION. c 11 STOVE PIPE W/ CLASS "B" MIN. FLUE W/ APPROVED SPARK ARRESTOR, MINIMUM HEIGHT OF 2 FEET HIGHER THAN ANY ROOF WITHIN 10 FEET EAST ELEVATION 1/411 FINISH GRADE WEST ELEVATION 1/4" = 1'-0" 12 UNDER FLOOR ACCESS 18" x 24" MIN., W/ 1/8" MAX. SCREEN MESH COVERING. +3.23 (I) RETAINING WALL PERMIT # 8/G �_� 2/& 3I i COUNTY DEVELOPMENT SFRVICES REVIEWED FOR CODE COMPLIANCE MMR CHECKED BY DATE 11-08-16 SCALE AS SHOWN JOB NO. 016-005 SHEET A2,01 SIGNATURE 9'-1 1/8" FT PL. OPTIONAL R-21 (E) GRADE 700 t"moi I 1 .4 TOP OF STEM WALL J� .... . .... L (N) GRADE ---- - ----- 12 6 ADD BLOCKING BETWEEN TRUSSES AND SHEATH ON GARAGE SIDE WITH 1/2" MIN. GYP. BD. ATTIC R-21 @ EXTERIOR WALL, TYP. ■ (E) GRADE GRADE GARAGE SLAB, PER PLAN R-21 @ DEMISING WALL, TYP. GARAGE S - CUT LINE INSIDE GARAGE AS REQUIRED FOR SLAB TOPSLAB r ]IT s: ER2LANL P, CRAWLSPACE R-21 @ EXTERIOR WALL, TYP. - - - - - - - - - - (E) GRADE GRADE D LINE B YO R-21 @ EXTERIOR WALL, TYP. SECTION SECTION iEnVICES By_!�_Eraf —I—. 1/ml/oft 11X04/21/1 m, 171141111; 1 C) C U ryoo 00 00 C) L C) E- O DRAWN BY MMR CHECKED BY DATE 11-08-16 SCALE AS SHOWN JOB NO. 016-005 SHEET A2*2 SIGNATURE (E) GRADE GRADE SECTION SECTION iEnVICES By_!�_Eraf —I—. 1/ml/oft 11X04/21/1 m, 171141111; 1 C) C U ryoo 00 00 C) L C) E- O DRAWN BY MMR CHECKED BY DATE 11-08-16 SCALE AS SHOWN JOB NO. 016-005 SHEET A2*2 SIGNATURE EDGE NAIL ROOF PLY AT DRAG TRUSS EDGE NAIL ROOF PLY AT DRAG TRUSS a7_r,l/ AT DRAG TRUSS ROOF NOTES ROOF PLAN STRUCTURAL NOTES. 1.) SEE TYPICAL NOTE SHEET SN AND TYPICAL DETAIL SHEETS SDI-SD3 FOR ADDITIONAL INFORMATION. 2.) TYPICAL ROOF SHEATHING (UNO): 1/2" THICK, APA, TECO, OR PITTSBURGH RATED SHEATHING, SPAN RATING 3216, EXPOSURE 1 STRUCTURAL PANELS, APPLIED WITH LONG DIMENSION ACROSS SUPPORTS AND ADJACENT PANELS STAGGERED WITH 4' ENDS OFFSET 4'. EDGE NAIL WITH 8d COMMON OR EQUIVALENT (0.131" DIA X 2 1/2") AT 6" O.C. AT ALL PANEL EDGES, BOUNDARIES, GABLE ENDS, BLOCKING AND WHERE INDICATED ON PLAN. FIELD NAIL AT 12" O.C. PROVIDE 1/8" GAP AT ALL PANEL EDGES U.N.O. BY PANEL MANUFACTURER. AT ALL LOW SLOPE ROOFS PROVIDE (1) PANEL CLIP MIN. BETWEEN SUPPORTS AT ABUTTING PANEL EDGES. 3.) SEE NOTE SECTION 8 -SN FOR ROOF TRUSSES BY OTHERS. 4.) TYPICAL HEADER BELOW SHALL BE 6X6 DF -L #1 UNO. 5.) PROVIDE 4X POST MIN. AT ALL BEAM BEARING POINTS AND CONTINUE IN WALL TO FOUIJDATION. 6.) ANY DISCREPANCIES BETWEEN FRAMING SHOWN AND FIELD CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ENGINEER OF RECORD. 7.) ALL EXPOSED FRAMING SHALL BE PRESSURE TREATED WITH TREATMENT PROCESS AND APPLICATION APPROPRIATE FOR EXPOSURE ACCORDING TO MFR'S WRITTEN GUIDELINES. 8.) ROOF TRUSS LAYOUT SHALL BE REVIEWED BY ENGINEER AS TRUSS DESIGNS BECOME AVAILABLE FROM TRUSS MANUFACTURER. CONTRACTOR SHALL OBTAIN SIGNED TRUSS REVIEW LETTER FROM THE ENGINEER OF RECORD AND BUILDING DEPARTMENT APPROVAL PRIOR TO CONSTRUCTION. 9.) CONTRACTOR TO VERIFY THE LOCATION AND LOADING OF ALL TRUSS TO TRUSS MECHANICAL CONNECTIONS. IMMEDIATELY NOTIFY TRUSS COMPANY OF ANY DISCREPANCIES. 10.) ALL STRUCTURAL MEMBERS SHALL BE FASTENED IN COMPLIANCE WITH 2013 CBC FASTENING SCHEDULE, TABLE 2304.9.1, UNLESS NOTED OTHERWISE. 11.) RADIANT BARRIER ROOF SHEATHING TO BE INSTALLED TO MATCH THE ENERGY REPORT W.U.I. (ROOFING) THIS PROPERTY IS WITHIN A WILDLAND URBAN INTERFACE (WUI) & MUST COMPLY WITH THE FOLLOWING: COMPLY WITH THE REQUIREMENTS OF 2013 CRC SECTION R327, MATERIALS & CONSTRUCTION METHODS FOR EXTERIOR WILDFIRE EXPOSURE. ROOFING: R327.5 ROOFS SHALL COMPLY WITH THE REQUIREMENTS OF SECTIONS R327 & R902. 1) ROOF COVERING: WHERE THE ROOF PROFILE ALLOWS A SPACE BETWEEN THE ROOF COVERING & ROOF DECKING, THE SPACES SHALL BE CONSTRUCTED TO PREVENT THE INTRUSION OF FLAMES & EMBERS, BE FIRE STOPPED WITH APPROVED MATERIALS OR HAVE ONE LAYER OF MINIMUM 72 POUND MINERAL -SURFACED NON -PERFORATED CAP SHEET COMPLYING WITH ASTM D 3909 INSTALLED OVER THE COMBUSTIBLE DECKING. R327.5.2 2) ROOF VALLEYS: WHERE VALLEY FLASHING IS INSTALLED; THE FLASHING SHALL BE NOT LESS THAN 0.019- INCH NO. 26 GAGE GALVANIZED SHEET CORROSION -RESISTANT METAL INSTALLED OVER NOT LESS THAN ONE LAYER OF MINIMUM 72 -POUND MINERAL -SURFACED NONPERFORATED CAP SHEET COMPLYING WITH ASTM D 3909, AT LEAST 36 -INCH -WIDE RUNNING THE FULL LENGTII OF THE VALLEY. R327. S.3 3) ROOF GUTTERS: ROOF GUTTERS SHALL BE PROVIDED WITH THE MEANS TO PREVENT THE ACCUMULATION OF LEAVES & DEBRIS IN THE GUTTER. R327.S.4 PERMIT #�L 13tiTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE /'1/ ROOF PLAN 1/4" = 1'-0" F. DATE BY No. gel naeu,mrav MMR CHECKED BY DATE 11-08-16 SCALE AS SHOWN JOI3 NO. 016-005 SHEET 'wev Vii% LU _ • �r n - �iri, �O/ C ry + oG /i yy� W � N O� ¢w O O U CO�¢ 00 C4 O U WDF' a Z � W a\ w Q U U Q �> O z 0 r O z O M z 0 C gel naeu,mrav MMR CHECKED BY DATE 11-08-16 SCALE AS SHOWN JOI3 NO. 016-005 SHEET TRUSSES, TYP. 3/8" DIA. THREADED ROD 1 1 /8" x I 1 /8" ANGLE W/ (2) 1/4" x 2" LONG LAG BOLTS INTO TOP CIJORD OF TRUSS, TYP. F.A.U. I' I TRUSSES, TYP. 1 1 /8" x 1 1 1/8" ANGLE W/NUTS AND WASHER, TYP. SEISMIC RES ..� __.. _ ., (4) DIRECTIONS ROOF SHEATHING, PER PLAN 2x BLOCKING, TYP. OR VULCAN VENTS, PER PLAN LP FLAME BLOCK SHEATHING @ EXPOSED EAVES. METAL GUTTER, IF COMBO. FASCIA/GUTTER IS USED THEN OMIT FASCIA BOARD NOTE: LP FLAME BLOCK SHEATHING HAS BEEN APPROVED BY BUTTF, COUNTY BUILDING DEPARTMENT FOR THIS APPLICATION. Not to Scale LP FLAME BLOCK SHEATHING @PORCH SOFFITS, TYP. TYPICAL EAVE, ARCHITECTURAL, SEE STRUCTURAL DETAILS FOR MORE INFORMATION Not to Scale Job Truss 1605-075 B06 SYSTEMS PLUS LUMBER CO, -2-0-0 7-2-5 2-0-0 7-2-5 Truss Type VENTILATION SCHEDULE @SHED ROOF @BATH #1 [ X ]ATTIC [ ] UNhERFLOOR VENTED AREA IN SQ FT SQ. FT. OF NET VENTILATION AREA REQUIRED �j pRF A VEj�. TE ;.. .50.1......... ,. .. ..:.. ..... ...... .. ............. ... .., ..... .. ,...., ..... ,... ,. ,_ ,... ,... SYNJB,Q�.<� ,.._,... ,,-. ,...,.. ,,. . 1 22 0.15 GABLE ROOF VENT , � FRIEZE VENTS TYPE OF VENT WIDTH � INCHES VENTED AREA IN SQ FT HEIGHT IN INCHES JOR NO. NET AREA IN SQ. FT. EACH (AREA VENTED - 150 ,.. ,.... ,.. ,,.. , ,.. ,- r.. ,.......................... QUANTITY Q587 AREA IN SQ FT PROVIDED ( AREA VENTED � 150) ........ _..... _.. .:. .. ...... ,. ....... ,...,,..,,...,..,,Sr.YMBOLS/...,,....,...,,. ,..._. 1 WIDTH HEIGHT NET AREA 2,902 19.3 TYPE OF IN '� IN WIDTH IN SQ. FT. EAVE VENT 22 X 3.5 = 0.28 X 2 = 0.56 Vulcan Vents EACH IN SQ. FT. PROVIDED SQ FT ® GABLE ROOF VENT X VENT or tested equivalent TOTAL VENT AREA PROVIDED: (MUST EQUAL OR EXCEED NET AREA REQUIRED) = O.S6 .../�...,r....r....A-...r..../..../....F�_...r..../`..r�.../..../..../....r�...A�...,.....r....O....A..,/...../..../'....A....s�....r,../'..../'-.../....r.../'..../.'...r....r..../....N...,..../....r....A-.../...../..../....A..../..../....r.../�...../....I ...r.../ .../... ...r ..N ... .../ ..r ..A ...i .. .B .A VENTILATION NOTES: �' I. AS PER THESE VENTILATING SCHEDULES, NET FREE VENTILATING AREA (NFVA) PER VENT IS TIIE SAME AS "NET AREA IN SQ. FT. EACIi" 2. ALL EAVE VENT PRODUCTS SHALL BE APPROVED EAVE VENTS THAT RESIST THE INTRUSION OF FLAME AND BURNING EMBERS. VULCAN VENTS OR TESTED EQUIVALENT. 4 x t h 's k �; <. .• ,;' k i } ,J t ''; r �, '; ,} �� ,$ 4 1 ATTIC ELECTRICAL SCHEDULE FUJORESCEi�iT LAMP, CEILING MOUNT -ter- SWITCH /SINGLE DUPLEX WALL, RECEPTACLE, W/ GFI CONVENIENCE TYPE. @ 220 VOLT SINGLE PHASE 220 NATURAL GAS OR LPG ��0 DISCONNECT SWITCH / 220 V./OUTDOOR RATED Qty Ply Hamilton 6/12 optic Roof Special 7 1 Job Reference o ti ANDERSON, CA 8.010 s Apr 20 2016 MiTek Indus ID:01 bpjyG56Vh9PtrMptMepSzA17c-X6sAUAK �_ 14-1-3 � 21-0-0 26-1-0 � 31-2-0 � 35-1-4. 6-10-13 6-10-13 5-1-0 5-1-0 3-11-4 s.00 12 FORCED AIR UNIT 3 0 "x3 0"x3 0" MIN. 4x4 i 24 4x8 4 5 4x4 i 3 23 22 21 20 12x14 = 5x6 = 4x6 = 3x4 = 5x6 = NOTF 6 SEE T ��_� 4x12 � FOR l ���� 7 4x8 \' //\�\ . 8 2x4 I l // � �\� 9 -- @� � _ x;16 ------ = =- -- --' 8x12 = 25 19 26 18 17 3x8 = 4x10 = 2x4 II lKU�a, 1 YY. 3/16" = 1'-0" .,...,9..,, ..,...,....,.._,,...,.....' ROOF NOTES ROOF PLAN STRUCTURAI, NOTES: 1.) SEE TYPICAL NOTE SHEET SN AND TYPICAL DETAIL SHEETS SD1-SD3 FOR ADDITIONAL INFORMATION. 2.) TYPICAL ROOF SHEATHING (UNO): l/2" TI -TICK, APA, TECO, OR PITTSBURGH RATED SHEATHING, SPAN RATING 32/16, EXPOSURE 1 STRUCTURAL PANELS, APPLIED WITH LONG DIMENSION ACROSS SUPPORTS AND ADJACENT PANELS STAGGERED WITH 4' ENDS OFFSET 4'. EDGE NAIL WITH 8d COMMON OR EQUIVALENT (0.131 " DIA X 2 1/2") AT 6" O.C. AT ALL PANEL EDGES, BOUNDARIES, GABLE ENDS, BLOCKING AND WHERE INDICATED ON PLAN. FIELD NAIL AT 12" O.C. PROVIDE 1 /8" GAP AT ALL PANEL EDGES U.N.O. BY PANEL MANUFACTURER. AT ALL LOW SLOPE ROOFS PROVIDE (1) PANEL CLIP MIN. BETWEEN SUPPORTS AT ABUTTING PANEL EDGES. 3.) SEE NOTE SECTION 8 -SN FOR ROOF TRUSSES BY OTHERS. 4.) TYPICAL FIEADER BELOW SHALL BE 6X6 DF -L #1 UNO. 5.) PROVIDE 4X POST MIN. AT ALL BEAM BEARING POINTS AND CONTINUE IN WALL TO FOUNDATION. 6.) ANY DISCREPANCIES BETWEEN FRAMING SHOWN AND FIELD CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ENGINEER OF RECORD. 7.) ALL EXPOSED FRAMING SHALL BE PRESSURE TREATED WITH TREATMENT PROCESS AND APPLICATION' APPROPRIATE FOR EXPOSURE ACCORDING TO MFR'S WRITTEN GUIDELINES. 8.) ROOF TRUSS LAYOUT SHALL BE REVIEWED BY ENGINEER AS TRUSS DESIGNS BECOME AVAILABLE FROM TRUSS MANUFACTURER. CONTRACTOR SHALL OBTAIN SIGNED TRUSS REVIEW LETTER FROM THE ENGINEER OF RECORD AND BUILDING DEPARTMENT APPROVAL PRIOR TO CONSTRUCTION. 9.) CONTRACTOR TO VERIFY THE LOCATION AND LOADING OF ALL TRUSS TO TRUSS MECHANICAL CONNECTIONS. IMMEDIATELY NOTIFY TRUSS COMP�_NY OF ANY DISCREPANCIES. 10.) ALL STRUCTURAL MEMBERS SHALL BE FASTENED IN COMPLIANCE WITH 2013 CBC FASTENING SCHEDULE, TABLE 2304.9.], UNLESS NOTED OTHERWISE. 1 1.) RADIANT BARRIER ROOF SFIEATHING TO BE INSTALLED TO MATCH THE ENERGY REPORT W.U.I. (VENTING) THIS PROPERTY IS WITHIN A WILDLAND URBAN INTERFACE (WUI) &MUST COMPLY WITH TIIE FOLLOWING: COMPLY WITH THE REQUIREMENTS OF 2013 CRC SECTION R327, MATERIALS &CONSTRUCTION METHODS FOR EXTERIOR WILDFIRE EXPOSURE. VENTS: R327.6 REQUIREMENTS: R327.6.2 VENTILATION OPENINGS FOR ENCLOSED ATTICS, ENCLOSED EAVE SOFFIT SPACES, ENCLOSED RAFTER SPACES FORMED WHERE CEILINGS ARE APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF RAFTERS, & UNDERFLOOR VENTILATION OPENINGS SHALL BE FULLY COVERED WITH METAL WIRE MESH, VENTS, OTHER MATERIALS, OR OTHER DEVICES THAT MEET THE FOLLOWING REQUIREMENTS: 1) THE DIMENSIONS OF TIIE OPENINGS THEREIN SHALL BE A MINIMUM OF I/16 INCH &SHALL NOT EXCEED 1/8 INCH. 2) THE MATERIALS USED SHALL BE NONCOMBUSTIBLE. EXCEPTION: VENTS LOCATED UNDER THE ROOF COVERING, ALONG THE RIDGE OF ROOFS, WITH THE EXPOSED SURFACE OF THE VENT COVERED BY NONCOMBUSTIBLE WIRE MESH, MAY BE OF COMBUSTIBLE MATERIALS. 3) THE MATERIALS USED SHALL BE CORROSION RESISTANT. VENTILATION OPENINGS ON THE UNDERSIDE OF EAVES & CORNICES: VENTS SHALL NOT BE INSTALLED ON THE UNDERSIDE OF EAVES &CORNICES. R327.6.3 EXCEPTIONS: 1) THE ENFORCING AGENCY MAY ACCEPT OR APPROVE SPECIAL EAVE &CORNICE VENTS THAT RESIST THE INTRUSION OF FLAME &BURNING EMBERS. 2) VENTS COMPLYING WITH THE REQUIREMENTS OF SECTION R327.6.2 MAY BE INSTALLED ON THE UNDERSIDE OF EAVES & CORNICES IN ACCORDANCE WITH EITHER ONE OF THE FOLLOWING CONDITIONS: A. THE ATTIC SPACE BEING VENTILATED IS FULLY PROTECTED BY AN AUTOMATIC SPRINKLER SYSTEM INSTALLED IN ACCORDANCE WITH SECTION 903.3.1.1 OF THE CBC OR, B. THE EXTERIOR WALL COVERING � EXPOSED UNDERSIDE OF THE EAVE ARE OF NONCOMBUSTIBLE MATERIAL, ORIGNITION-RESISTANT-MATERIALS AS DETERMINED IN ACCORDANCE WITH SFM STANDARD 12- 7A -S IGNITION -RESISTANT MATERIAL &THE VENT IS LOCATED MORE THAN 12 FEET FROM THE GROUND OR WALKING SURFACE OF A DECK, PORCH, PATIO, OR SIMILAR SURFACE. 1�EFIM6T # �d6 2'�l d BUTTE COUNTY DEVELOPMENT SERVICES ��v�I�r�� �©� CODS CC�MO�l.�It�i�C� R pTE��--_--�_ ROOF VENTILATION PLAN 3/16" = l'-0" REV. DATE BY No. 01-10-17 MR f� ��� �_ U. r� r, �. �/ ,< ., M �� .., �.. /a//%r �% r `� x, �.� � iii ,,,, y� � �ia� �n �� i// ;>;a _ // // �,; sii/iii CU • t<y�:€ it �_ ^� - `� ,. � ° �. �io''' ° � o/ `J �/ j � is///i. /a _ �� ,� ^� D W --+ � U N � � Q � U Q¢¢ to i � wax �n a, �wU O a � z 3 W Q F" a z� � W w U U N w �_ Q �> �'' O L/� � o H � � O Q � O M r� F--+ � Z w a MMR VENTILATION SCHEDULE @HOUSE VENTILATION SCHEDULE @GARAGE [ X ]ATTIC [ X ]ATTIC [ ]UNDERFLOOR 11-08-16 VENTED AREA IN SQ FT SCALE SQ. FT. OF NET VENTILATION AREA REQUIRED VENTED AREA IN SQ FT SQ. FT. OF NET VENTILATION AREA REQUIRED JOR NO. (AREA VENTED - 150 ,.. ,.... ,.. ,,.. , ,.. ,- r.. ,.......................... ._ ,.. YMB L Q587 ( AREA VENTED � 150) ........ _..... _.. .:. .. ...... ,. ....... ,...,,..,,...,..,,Sr.YMBOLS/...,,....,...,,. ,..._. 1 WIDTH HEIGHT NET AREA 2,902 19.3 TYPE OF IN '� IN WIDTH IN SQ. FT. HEIGHT NET AREA SQ FT QUANTITY VENT AREA IN TYPE OF IN INC] -IES IN EACH IN SQ. FT. PROVIDED SQ FT ® GABLE ROOF VENT X VENT INCHES 4.5 INCHES 2 EACH 9.0 PROVIDED � FRIEZE VENTS GABLE VENT 24 X 36 = 4.5 X 2 = 9.0 � FRIEZE VENTS 0.28 X 5 = 1.4 Vulcan Vents Vulcan Vents or tested equivalent TOTAL VENT AREA PROVIDED: (MUST EQUAL OR EXCEED NET AREA REQUIRED) = I O.4 _/ _.., � .✓ ..r .r...✓� ../-...r..r..,r,../ .r....a...✓.../.r...,+...,✓....r...r�..,+.,..,..../ ..r� .,+....,� ../...r ..+.s.../ ../ ..�...../. ,r../ ..,+....✓..../.../.....,+..,/ ../ ...r ..,+,.,/.../ ...r� .r..../.../ ..r s....,/.. EAVE VENT 22 X 3.5 = 0.28 X 17 = 4.76 or tested equivalent h: F `� RIDGE VENT }{ ___ = 0.14 SF/L.F. X 50 L.F. = 7.0 COR -A -VENT V -600E --- H RIDGE VENT - - ENT V 600E COR -A V � 4 S TOTAL VENT AREA PROVIDED: (MUST EQUAL OR EXCEED NET AREA REQUIRED) - 20.76 AT NEW ROOF RIDGE ., Qty Ply Hamilton 6/12 optic Roof Special 7 1 Job Reference o ti ANDERSON, CA 8.010 s Apr 20 2016 MiTek Indus ID:01 bpjyG56Vh9PtrMptMepSzA17c-X6sAUAK �_ 14-1-3 � 21-0-0 26-1-0 � 31-2-0 � 35-1-4. 6-10-13 6-10-13 5-1-0 5-1-0 3-11-4 s.00 12 FORCED AIR UNIT 3 0 "x3 0"x3 0" MIN. 4x4 i 24 4x8 4 5 4x4 i 3 23 22 21 20 12x14 = 5x6 = 4x6 = 3x4 = 5x6 = NOTF 6 SEE T ��_� 4x12 � FOR l ���� 7 4x8 \' //\�\ . 8 2x4 I l // � �\� 9 -- @� � _ x;16 ------ = =- -- --' 8x12 = 25 19 26 18 17 3x8 = 4x10 = 2x4 II lKU�a, 1 YY. 3/16" = 1'-0" .,...,9..,, ..,...,....,.._,,...,.....' ROOF NOTES ROOF PLAN STRUCTURAI, NOTES: 1.) SEE TYPICAL NOTE SHEET SN AND TYPICAL DETAIL SHEETS SD1-SD3 FOR ADDITIONAL INFORMATION. 2.) TYPICAL ROOF SHEATHING (UNO): l/2" TI -TICK, APA, TECO, OR PITTSBURGH RATED SHEATHING, SPAN RATING 32/16, EXPOSURE 1 STRUCTURAL PANELS, APPLIED WITH LONG DIMENSION ACROSS SUPPORTS AND ADJACENT PANELS STAGGERED WITH 4' ENDS OFFSET 4'. EDGE NAIL WITH 8d COMMON OR EQUIVALENT (0.131 " DIA X 2 1/2") AT 6" O.C. AT ALL PANEL EDGES, BOUNDARIES, GABLE ENDS, BLOCKING AND WHERE INDICATED ON PLAN. FIELD NAIL AT 12" O.C. PROVIDE 1 /8" GAP AT ALL PANEL EDGES U.N.O. BY PANEL MANUFACTURER. AT ALL LOW SLOPE ROOFS PROVIDE (1) PANEL CLIP MIN. BETWEEN SUPPORTS AT ABUTTING PANEL EDGES. 3.) SEE NOTE SECTION 8 -SN FOR ROOF TRUSSES BY OTHERS. 4.) TYPICAL FIEADER BELOW SHALL BE 6X6 DF -L #1 UNO. 5.) PROVIDE 4X POST MIN. AT ALL BEAM BEARING POINTS AND CONTINUE IN WALL TO FOUNDATION. 6.) ANY DISCREPANCIES BETWEEN FRAMING SHOWN AND FIELD CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ENGINEER OF RECORD. 7.) ALL EXPOSED FRAMING SHALL BE PRESSURE TREATED WITH TREATMENT PROCESS AND APPLICATION' APPROPRIATE FOR EXPOSURE ACCORDING TO MFR'S WRITTEN GUIDELINES. 8.) ROOF TRUSS LAYOUT SHALL BE REVIEWED BY ENGINEER AS TRUSS DESIGNS BECOME AVAILABLE FROM TRUSS MANUFACTURER. CONTRACTOR SHALL OBTAIN SIGNED TRUSS REVIEW LETTER FROM THE ENGINEER OF RECORD AND BUILDING DEPARTMENT APPROVAL PRIOR TO CONSTRUCTION. 9.) CONTRACTOR TO VERIFY THE LOCATION AND LOADING OF ALL TRUSS TO TRUSS MECHANICAL CONNECTIONS. IMMEDIATELY NOTIFY TRUSS COMP�_NY OF ANY DISCREPANCIES. 10.) ALL STRUCTURAL MEMBERS SHALL BE FASTENED IN COMPLIANCE WITH 2013 CBC FASTENING SCHEDULE, TABLE 2304.9.], UNLESS NOTED OTHERWISE. 1 1.) RADIANT BARRIER ROOF SFIEATHING TO BE INSTALLED TO MATCH THE ENERGY REPORT W.U.I. (VENTING) THIS PROPERTY IS WITHIN A WILDLAND URBAN INTERFACE (WUI) &MUST COMPLY WITH TIIE FOLLOWING: COMPLY WITH THE REQUIREMENTS OF 2013 CRC SECTION R327, MATERIALS &CONSTRUCTION METHODS FOR EXTERIOR WILDFIRE EXPOSURE. VENTS: R327.6 REQUIREMENTS: R327.6.2 VENTILATION OPENINGS FOR ENCLOSED ATTICS, ENCLOSED EAVE SOFFIT SPACES, ENCLOSED RAFTER SPACES FORMED WHERE CEILINGS ARE APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF RAFTERS, & UNDERFLOOR VENTILATION OPENINGS SHALL BE FULLY COVERED WITH METAL WIRE MESH, VENTS, OTHER MATERIALS, OR OTHER DEVICES THAT MEET THE FOLLOWING REQUIREMENTS: 1) THE DIMENSIONS OF TIIE OPENINGS THEREIN SHALL BE A MINIMUM OF I/16 INCH &SHALL NOT EXCEED 1/8 INCH. 2) THE MATERIALS USED SHALL BE NONCOMBUSTIBLE. EXCEPTION: VENTS LOCATED UNDER THE ROOF COVERING, ALONG THE RIDGE OF ROOFS, WITH THE EXPOSED SURFACE OF THE VENT COVERED BY NONCOMBUSTIBLE WIRE MESH, MAY BE OF COMBUSTIBLE MATERIALS. 3) THE MATERIALS USED SHALL BE CORROSION RESISTANT. VENTILATION OPENINGS ON THE UNDERSIDE OF EAVES & CORNICES: VENTS SHALL NOT BE INSTALLED ON THE UNDERSIDE OF EAVES &CORNICES. R327.6.3 EXCEPTIONS: 1) THE ENFORCING AGENCY MAY ACCEPT OR APPROVE SPECIAL EAVE &CORNICE VENTS THAT RESIST THE INTRUSION OF FLAME &BURNING EMBERS. 2) VENTS COMPLYING WITH THE REQUIREMENTS OF SECTION R327.6.2 MAY BE INSTALLED ON THE UNDERSIDE OF EAVES & CORNICES IN ACCORDANCE WITH EITHER ONE OF THE FOLLOWING CONDITIONS: A. THE ATTIC SPACE BEING VENTILATED IS FULLY PROTECTED BY AN AUTOMATIC SPRINKLER SYSTEM INSTALLED IN ACCORDANCE WITH SECTION 903.3.1.1 OF THE CBC OR, B. THE EXTERIOR WALL COVERING � EXPOSED UNDERSIDE OF THE EAVE ARE OF NONCOMBUSTIBLE MATERIAL, ORIGNITION-RESISTANT-MATERIALS AS DETERMINED IN ACCORDANCE WITH SFM STANDARD 12- 7A -S IGNITION -RESISTANT MATERIAL &THE VENT IS LOCATED MORE THAN 12 FEET FROM THE GROUND OR WALKING SURFACE OF A DECK, PORCH, PATIO, OR SIMILAR SURFACE. 1�EFIM6T # �d6 2'�l d BUTTE COUNTY DEVELOPMENT SERVICES ��v�I�r�� �©� CODS CC�MO�l.�It�i�C� R pTE��--_--�_ ROOF VENTILATION PLAN 3/16" = l'-0" REV. DATE BY No. 01-10-17 MR f� ��� �_ U. r� r, �. �/ ,< ., M �� .., �.. /a//%r �% r `� x, �.� � iii ,,,, y� � �ia� �n �� i// ;>;a _ // // �,; sii/iii CU • t<y�:€ it �_ ^� - `� ,. � ° �. �io''' ° � o/ `J �/ j � is///i. /a _ �� ,� ^� D W --+ � U N � � Q � U Q¢¢ to i � wax �n a, �wU O a � z 3 W Q F" a z� � W w U U N w �_ Q �> �'' O L/� � o H � � O Q � O M r� F--+ � Z w a MMR VENTILATION SCHEDULE @GARAGE [ X ]ATTIC [ ]UNDERFLOOR 11-08-16 VENTED AREA IN SQ FT SCALE SQ. FT. OF NET VENTILATION AREA REQUIRED AS SHOWN JOR NO. (AREA VENTED - 150 ,.. ,.... ,.. ,,.. , ,.. ,- r.. ,.......................... ._ ,.. YMB L Q587 • 3.9 WIDTH HEIGHT NET AREA QUANTITY AREA IN TYPE OF IN IN IN SQ. FT. SQ FT GABLE ROOF VENT VENT INCHES INC] -IES EACH PROVIDED GABLE VENT 24 X 36 = 4.5 X 2 = 9.0 � FRIEZE VENTS EAVE VENT 2� X 3 5 = 0.28 X 5 = 1.4 Vulcan Vents or tested equivalent TOTAL VENT AREA PROVIDED: (MUST EQUAL OR EXCEED NET AREA REQUIRED) = I O.4 _/ _.., � .✓ ..r .r...✓� ../-...r..r..,r,../ .r....a...✓.../.r...,+...,✓....r...r�..,+.,..,..../ ..r� .,+....,� ../...r ..+.s.../ ../ ..�...../. ,r../ ..,+....✓..../.../.....,+..,/ ../ ...r ..,+,.,/.../ ...r� .r..../.../ ..r s....,/.. /...r.r...../...✓•.✓�..r....✓...r...r...,r....✓.../....o...r-..,r,.✓..✓-....,�.... Qty Ply Hamilton 6/12 optic Roof Special 7 1 Job Reference o ti ANDERSON, CA 8.010 s Apr 20 2016 MiTek Indus ID:01 bpjyG56Vh9PtrMptMepSzA17c-X6sAUAK �_ 14-1-3 � 21-0-0 26-1-0 � 31-2-0 � 35-1-4. 6-10-13 6-10-13 5-1-0 5-1-0 3-11-4 s.00 12 FORCED AIR UNIT 3 0 "x3 0"x3 0" MIN. 4x4 i 24 4x8 4 5 4x4 i 3 23 22 21 20 12x14 = 5x6 = 4x6 = 3x4 = 5x6 = NOTF 6 SEE T ��_� 4x12 � FOR l ���� 7 4x8 \' //\�\ . 8 2x4 I l // � �\� 9 -- @� � _ x;16 ------ = =- -- --' 8x12 = 25 19 26 18 17 3x8 = 4x10 = 2x4 II lKU�a, 1 YY. 3/16" = 1'-0" .,...,9..,, ..,...,....,.._,,...,.....' ROOF NOTES ROOF PLAN STRUCTURAI, NOTES: 1.) SEE TYPICAL NOTE SHEET SN AND TYPICAL DETAIL SHEETS SD1-SD3 FOR ADDITIONAL INFORMATION. 2.) TYPICAL ROOF SHEATHING (UNO): l/2" TI -TICK, APA, TECO, OR PITTSBURGH RATED SHEATHING, SPAN RATING 32/16, EXPOSURE 1 STRUCTURAL PANELS, APPLIED WITH LONG DIMENSION ACROSS SUPPORTS AND ADJACENT PANELS STAGGERED WITH 4' ENDS OFFSET 4'. EDGE NAIL WITH 8d COMMON OR EQUIVALENT (0.131 " DIA X 2 1/2") AT 6" O.C. AT ALL PANEL EDGES, BOUNDARIES, GABLE ENDS, BLOCKING AND WHERE INDICATED ON PLAN. FIELD NAIL AT 12" O.C. PROVIDE 1 /8" GAP AT ALL PANEL EDGES U.N.O. BY PANEL MANUFACTURER. AT ALL LOW SLOPE ROOFS PROVIDE (1) PANEL CLIP MIN. BETWEEN SUPPORTS AT ABUTTING PANEL EDGES. 3.) SEE NOTE SECTION 8 -SN FOR ROOF TRUSSES BY OTHERS. 4.) TYPICAL FIEADER BELOW SHALL BE 6X6 DF -L #1 UNO. 5.) PROVIDE 4X POST MIN. AT ALL BEAM BEARING POINTS AND CONTINUE IN WALL TO FOUNDATION. 6.) ANY DISCREPANCIES BETWEEN FRAMING SHOWN AND FIELD CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ENGINEER OF RECORD. 7.) ALL EXPOSED FRAMING SHALL BE PRESSURE TREATED WITH TREATMENT PROCESS AND APPLICATION' APPROPRIATE FOR EXPOSURE ACCORDING TO MFR'S WRITTEN GUIDELINES. 8.) ROOF TRUSS LAYOUT SHALL BE REVIEWED BY ENGINEER AS TRUSS DESIGNS BECOME AVAILABLE FROM TRUSS MANUFACTURER. CONTRACTOR SHALL OBTAIN SIGNED TRUSS REVIEW LETTER FROM THE ENGINEER OF RECORD AND BUILDING DEPARTMENT APPROVAL PRIOR TO CONSTRUCTION. 9.) CONTRACTOR TO VERIFY THE LOCATION AND LOADING OF ALL TRUSS TO TRUSS MECHANICAL CONNECTIONS. IMMEDIATELY NOTIFY TRUSS COMP�_NY OF ANY DISCREPANCIES. 10.) ALL STRUCTURAL MEMBERS SHALL BE FASTENED IN COMPLIANCE WITH 2013 CBC FASTENING SCHEDULE, TABLE 2304.9.], UNLESS NOTED OTHERWISE. 1 1.) RADIANT BARRIER ROOF SFIEATHING TO BE INSTALLED TO MATCH THE ENERGY REPORT W.U.I. (VENTING) THIS PROPERTY IS WITHIN A WILDLAND URBAN INTERFACE (WUI) &MUST COMPLY WITH TIIE FOLLOWING: COMPLY WITH THE REQUIREMENTS OF 2013 CRC SECTION R327, MATERIALS &CONSTRUCTION METHODS FOR EXTERIOR WILDFIRE EXPOSURE. VENTS: R327.6 REQUIREMENTS: R327.6.2 VENTILATION OPENINGS FOR ENCLOSED ATTICS, ENCLOSED EAVE SOFFIT SPACES, ENCLOSED RAFTER SPACES FORMED WHERE CEILINGS ARE APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF RAFTERS, & UNDERFLOOR VENTILATION OPENINGS SHALL BE FULLY COVERED WITH METAL WIRE MESH, VENTS, OTHER MATERIALS, OR OTHER DEVICES THAT MEET THE FOLLOWING REQUIREMENTS: 1) THE DIMENSIONS OF TIIE OPENINGS THEREIN SHALL BE A MINIMUM OF I/16 INCH &SHALL NOT EXCEED 1/8 INCH. 2) THE MATERIALS USED SHALL BE NONCOMBUSTIBLE. EXCEPTION: VENTS LOCATED UNDER THE ROOF COVERING, ALONG THE RIDGE OF ROOFS, WITH THE EXPOSED SURFACE OF THE VENT COVERED BY NONCOMBUSTIBLE WIRE MESH, MAY BE OF COMBUSTIBLE MATERIALS. 3) THE MATERIALS USED SHALL BE CORROSION RESISTANT. VENTILATION OPENINGS ON THE UNDERSIDE OF EAVES & CORNICES: VENTS SHALL NOT BE INSTALLED ON THE UNDERSIDE OF EAVES &CORNICES. R327.6.3 EXCEPTIONS: 1) THE ENFORCING AGENCY MAY ACCEPT OR APPROVE SPECIAL EAVE &CORNICE VENTS THAT RESIST THE INTRUSION OF FLAME &BURNING EMBERS. 2) VENTS COMPLYING WITH THE REQUIREMENTS OF SECTION R327.6.2 MAY BE INSTALLED ON THE UNDERSIDE OF EAVES & CORNICES IN ACCORDANCE WITH EITHER ONE OF THE FOLLOWING CONDITIONS: A. THE ATTIC SPACE BEING VENTILATED IS FULLY PROTECTED BY AN AUTOMATIC SPRINKLER SYSTEM INSTALLED IN ACCORDANCE WITH SECTION 903.3.1.1 OF THE CBC OR, B. THE EXTERIOR WALL COVERING � EXPOSED UNDERSIDE OF THE EAVE ARE OF NONCOMBUSTIBLE MATERIAL, ORIGNITION-RESISTANT-MATERIALS AS DETERMINED IN ACCORDANCE WITH SFM STANDARD 12- 7A -S IGNITION -RESISTANT MATERIAL &THE VENT IS LOCATED MORE THAN 12 FEET FROM THE GROUND OR WALKING SURFACE OF A DECK, PORCH, PATIO, OR SIMILAR SURFACE. 1�EFIM6T # �d6 2'�l d BUTTE COUNTY DEVELOPMENT SERVICES ��v�I�r�� �©� CODS CC�MO�l.�It�i�C� R pTE��--_--�_ ROOF VENTILATION PLAN 3/16" = l'-0" REV. DATE BY No. 01-10-17 MR f� ��� �_ U. r� r, �. �/ ,< ., M �� .., �.. /a//%r �% r `� x, �.� � iii ,,,, y� � �ia� �n �� i// ;>;a _ // // �,; sii/iii CU • t<y�:€ it �_ ^� - `� ,. � ° �. �io''' ° � o/ `J �/ j � is///i. /a _ �� ,� ^� D W --+ � U N � � Q � U Q¢¢ to i � wax �n a, �wU O a � z 3 W Q F" a z� � W w U U N w �_ Q �> �'' O L/� � o H � � O Q � O M r� F--+ � Z w a MMR CHEChEU I1Y DATE 11-08-16 SCALE AS SHOWN JOR NO. 016-005 SHEET • 111 TITLE 24 LIGHTING DESIGN GUIDE AT NEW CONSTRUCTION KITCHEN: I IIGH EFFICACY OR UP TO 50% OF THE TOTAL WATTAGE CAN BE LOW EFFICACY ALL HIGH EFFICACY AND LOW EFFICACY LIGHTING MUST BE CONTROLLED SEPARATELY. BATHROOM: AT LEAST ONE HIGH EFFICACY FIXTURE IN EACH BATHROOM, AND ALL OTHER LIGHTS EITHER HIGH-EFFIANCY OR CONTROLLED BY A VACANCY SENSOR. (MANUAL -ON, AUTO OFF, SENSOR) GARAGE, LAUNDRY, UTILITY ROOMS ALL HIGH EFFICACY AND OR VACANCY SENSOR. (MANUAL -ON, AUTO OFF, SENSOR) ALL OTHER INTERIOR ROOMS (E.G. LIVING ROOM, DINING ROOM, BEDROOMS, HALLWAYS) EXCEPT CLOSETS LESS THAN 70 SF: HIGH EFFICACY OR LOWE EFFICIENCY CONTROLLED BY DIMMER OR VACANCY SENSOR. (MANUAL -ON, AUTO OFF, SENSOR) OUTDOOR LIGHTING ATTACHED TO BUILDINGS: HIGH -EFFICACY; OR HAVE ALL OF THE FOLLOWING CONTROLS: MOTION SENSOR; PLUS PHOTOCONTROL, ASTRONOMICAL TIME CLOCK OR FMCS; PLUS A MAN -UAL ON!OFF SWITCH THAT DOES NOT OVERRIDE TO "ON" THE AUTOMATIC CONTROLS. L COVef0 I'llJ1 0 --ice M - --- - - - - - - - - - - - - - - - - ELECTRICAL LIGHTING PLAN 1/4" = 1'-0" FIXTURE SCHEDULE 0\ //� 11,y\_L<, /I CEILING FAN W/ LIGHTS & APPROVED CEILING FAN BOX AS PER CEC 422-18 �J / \0 CEILING FAN W/O LIGHTS & APPROVED 0 CEILING FAN BOX LED CAN LAMP LED CAN LAMP, RATED FOR WET, DAMP OR EXTERIOR LOCATION. WALL MOUNTED FLUORESCENT LAMP, 4— RATED FOR EXTERIOR USE. i LED PENDANT LIGHT FIXTURE W/ APPROVED CEILING FAN BOX FLUORESCENT OR LED LIGHT BAR, WALL MOUNTED FLUORESCENT LAMP W/ DELTA BREEZ SIGNATURE 110 CFM CEILING HUMIDITY SENSING EXHAUST FAN (OR EQUAL) Note: The bathroom exhaust fan shall be controlled with humidistat control capable of adjustment between a relative humidity range of 50% to 80%. Fan shall be Energy Star compliant. b9 SWITCH / SINGLE M r6c) SWITCH / THREE WAY -Tr 69 SWITCH / FOUR WAY NOTES: LIGHT SWITCHES, TYP.: THE TOP OF ALL LIGHT SWITCH BOXES TO BE MOUNTED 48" ABOVE FINISH FLOOR, TYP., U.N.O. ABOVE COUNTER SWITCHES: THE BOTTOM OF ALL LIGHT SWITCH BOXES TO BE MOUNTED @ 2" ABOVE BACK SPLASH OR COUNTERTOPS, TYP., U.N.O. 1A INDOOR AIR QUALITY I INDOOR AIR QUALITY .AS PER THE 2013 BUILDING ENERGY EFFICIENCY STANDARDS. (RESIDENTIAL COMPLIANCE MANUAL) CONTINUOUS WHOLE -HOUSE VENTILATION FAN. VENTED TO THE OUTSIDE. PROVIDE A LABEL AT THE SWITCH LOCATION THAT INFORMS THE OCCUPANT THAT THE FAN ST IOULD BE OPERATING WHENEVER THE HOME IS OCCUPIED. A) FAN REQUIREMENTS: 60 CFM, MIN. WITH A MAXIMUM I SONE. PER TABLE 4-14 PERMIT # 49/6 BUTTE COUNTY DEVELOPMENT SERVICES D QRCODE COMEPLCE DATE --- BY REV. REV. DATE BY No. A 01-10-17 MR MMR CHECKED BY DATE 11-08-16 SCALE AS SHOWN TOB NO. 016-005 SHEET E 1,0 0 SIGNATURE 12" X 48" FLUORESCENT (T-8) OR LED LIGHT FIXTURE EXTERIOR RATED MOTION LIGHTS SD SMOKE DETECTOR CM CARBON MONOXIDE DETECTOR b9 SWITCH / SINGLE M r6c) SWITCH / THREE WAY -Tr 69 SWITCH / FOUR WAY NOTES: LIGHT SWITCHES, TYP.: THE TOP OF ALL LIGHT SWITCH BOXES TO BE MOUNTED 48" ABOVE FINISH FLOOR, TYP., U.N.O. ABOVE COUNTER SWITCHES: THE BOTTOM OF ALL LIGHT SWITCH BOXES TO BE MOUNTED @ 2" ABOVE BACK SPLASH OR COUNTERTOPS, TYP., U.N.O. 1A INDOOR AIR QUALITY I INDOOR AIR QUALITY .AS PER THE 2013 BUILDING ENERGY EFFICIENCY STANDARDS. (RESIDENTIAL COMPLIANCE MANUAL) CONTINUOUS WHOLE -HOUSE VENTILATION FAN. VENTED TO THE OUTSIDE. PROVIDE A LABEL AT THE SWITCH LOCATION THAT INFORMS THE OCCUPANT THAT THE FAN ST IOULD BE OPERATING WHENEVER THE HOME IS OCCUPIED. A) FAN REQUIREMENTS: 60 CFM, MIN. WITH A MAXIMUM I SONE. PER TABLE 4-14 PERMIT # 49/6 BUTTE COUNTY DEVELOPMENT SERVICES D QRCODE COMEPLCE DATE --- BY REV. REV. DATE BY No. A 01-10-17 MR MMR CHECKED BY DATE 11-08-16 SCALE AS SHOWN TOB NO. 016-005 SHEET E 1,0 0 SIGNATURE mi L ---- L— — — — - - - - - - - - - - ----- - - ---------------------------------- ----------------------- - - - - - - - - - - - - - - - - - - - ELECTRICAL OUTLET PLAN 1 /4" = 1'-0" OUTLET SCHEDULE :& DUPLEX WALL RECEPTACLE, W/ GFI GFI CONVENIENCE TYPE. li DUPLEX WALL RECEPTACLE CONVENIENCE I YPE. 220 VOLT SINGLE PHASE 220 DUPLEX OUTLET / 110 V. WP GFI GROUND FAULT / WATERPROOF ANATURAL GAS OR LPG 2501 DISCONNECT SWITCH /220 VJ OUTDOOR RATED il NOTES: BELOW COUNTER OUTLETS: THE TOP OF ALL ELECTRICAL,! PHONE AND COMMUNICATION OUTLET BOXES TO BE MOUNTED @ 16" ABOVE FINISH FLOOR, YP., U.N.O. ABOVE COUNTER OUTLETS: THE BOTTOM OF ALL ELECTRICAL, PHONE, AND COMMUNICATION OUTLET BOXES TO BE MOUNTED @ 2" ABOVE BACK SPLASH OR COUNTER TOPS, TYP., U.N.O. ELECTRICAL KEYNOTE SCHEDULE 0 ATTIC ACCESS, 22"X30" MIN. WITH ELEC. SWITCH & LIGHT, TYP., U.N.O.O 11 MAIN ELECTRICAL PANEL, 100 AMP MIN., EXACT LOCATION MAY VARY AS PER ELECTRICAL CONTRACTOR AND PG&E REQUIREMENTS. Ii O WIRE FOR GARAGE DOOR OPENER W/ SWITCH. A/C UNIT, WITH SERVICE DISCONNECT SWITCH, TYP., U.N.O. O DUPLEX WALL RECEPTACLE, UNDER COUNTER FOR DISHWASHER. O RANGE EXHAUST HOOD WITH LIGHT, TYP., U.N.O. ODUPLEX WALL RECEPTACLE, UNDER COUNTER FOR GARBAGE DISPOSAL' BONDING O PROVIDE INTERSYS I Em , ELECTRODE. AN INTERSYSTEM BONDING ELECTRODE WHICH INCLUDES PROVISIONS FOR CONNECTING AT LEAST THREE GROUNDING OR BONDING CONDUCTORS REQUIRED FOR COMMUNICATIONS SYSTEMS SHALL BE INSTALLED EXTERNALLY AT THE SERVICE ENTRANCE PANEL AS SPECIFIED IN CEC 800.100(B) AND CEC 250.94 li THE SERVICE PANEL AND/OR SUBPANEL SHALL PROVIDE CAPACITY TO INSTALL A 40 AMP MIN. 208/240 -VOLT DEDICATED BRANCI I CIRCUIT. INSTALL A ONE INCH MO. CONDUIT FOR T11AT BRANCH CIRCUIT. THE CONDUIT TERMINATION LOCATION SHALL BE VISIBLY MARKED AS "EV CAPABLE". CGBSC SECTION 4.106.4.1 10 NOT USED 1!1 ELECTRICAL NOTES 11 1. SEE GENERAL NOTES FOR ELECTRICAL REQUIREMENTS. 2. TELEPHONE, TELEVISION AD COMPUTER OUTLETS SHALL BE LOCATED AS PER (OWNER 3. 3. KITCHEN RECEPTACLES SHALL BE ON A MINIMUM OF2 SEPARATE 20 AMP SMALL AtPLIANCE BRANCH CIRCUITS. THESE CIRCUITS SHALL NOT SERVE ANY OTHER APPLIANCES OR FIXTURES EXCEPT THAT THEY MAY SERVE A REFRIGERATOR AND DINING RECEPTACLES. 1� 4. ALL OF THE RECEPTACLES THAT SERVE THE COUNTERS SHALL BE GFCI PROTECTED. 5. ALL CIRCUITS SHALL HAVE ARC -FAULT CIRCUIT INTERRUPTERS. 6. ALL RECEPTACLES SHALL BE TAMPER RESISTANT. I i ;>I i s PERMTT 0 g16 OZ 0 BUTTE BOUNTY C EVELOPMENT SERVICES ,�IREVIEWED FOR nF_ COMPLIANCE ()ATE REV. REV. DATE BY No. A 01-10-17 MR MMR CHECKFD BY DATE 11-08-16 SCALE AS SHOWN J013 NO. 016-005 SHEET E2400 SIGNATURE c� M TYP. �o ac 0 N 0 0 24'-5y2" (N) RETAINING WALL AT 48" ABOVE GRADE, TYP. 17'-6y2" 74'-0" 1 SN TYP. 30'-0" (N) 2% SLOPE TO EXISTING EASTERN SLOPING TERRAIN THIS HATCH REPRESENTS TOP OF STEM WALL WERE FLOOD JOISTS ARE HUNG =—I SIM. 2'-0" 15'-53/4" ac bc 6C 1/ SLOPE I I mu- r I I i -- DQ D<i r- _ - ff0 4x12 DF #2 PT Under Floor Access 1 GIRDER BEAM, TYP. & Intake for Mechanical ventilation T� , .A..., ../.../ .., .. .. / .. .... / .., .., .../.../ CRAWL SPACE, TYP. 1 TYP. 9 I HANG FLOOR JOISTS SD2 ON THIS WALL LINE o I 48'-0" SS DU2 16 91, 7 TYP. 1 SD2 56'-6y4" 91 i` 0 N �r N N ch 1 TYP. SD2 �U �U 0C 0C FOUNDATION PLAN STRUCTURAL NOTES FOUNDATION PLAN STRUCTURAL NOTES: 1.) SEE TYPICAL NOTE SHEET SN AND TYPICAL DETAIL SHEETS SDI-SD3 FOR ADDITIONAL INFORMATION. 2.) PROVIDE ANCHOR BOLT SIZE AND SPACING PER SHEAR WALL SCHEDULE AND TYPICAL DETAILS. 3.) RECOMMENDED MINIMUM SLAB SECTION: A- 4" CONCRETE SLAB WITH #3 AT 15" O.C. SECURELY LOCATED AT MID -DEPTH OF SLAB. B- WATERPROOF MEMBRANE IN COMPLIANCE WITH ASTM E 1643 (DELETE AT EXTERIOR SLABS) -SEE SOILS REPORT IF APPLICABLE. C- 4" FREE DRAINING MATERIAL -SEE SOILS REPORT IF APPLICABLE. D- PROPERLY PREPARED SUBGRADE-SEE SOILS REPORT IF APPLICABLE. E- CONTRACTOR TO PROVIDE CONTROL JOINTS AT 10'-0" O.C. EA. WAY MAX. 4.) TYPICAL MINIMUM BEARING WALL FRAMING U.N.O.: EXTERIOR WALL: 2X6 DF STUD AT 24" O.C. "NOTE: ALIGN STUDS DIRECTLY BELOW TRUSSES. INTERIOR WALLS: 2X6 DF STUD AT 16" O.C. 5.) SEE DETAIL 5/SD1 FOR TYPICAL STUD WALL ELEVATION AND TYPICAL WALL OPENING SCIIEDULE. 6.) TYPICAL FLOOR JOIST AT GROUND LEVEL SHALL BE 2X10 DF#1 AT 16" O.C. WITH 2X CONTINUOUS RIM. INSTALL ALL COMPONENTS IN ACCORDANCE WITH 2013 CBC REQUIREMENTS. 7.) PROVIDE DOUBLE JOIST UNDER ALL WALLS WHERE WALLS RUN PARALLEL TO JOIST AND UNDER ALL BATHTUBS, HEAVY FURNITURE, EQUIPMENT, APPLIANCES, ETC. 8.) SUPPORT ALL TRIMMERS ABOVE, WITH FLOOR/CEILING JOIST WHERE TRIMMERS CAN NOT RUN CONTINUOUSLY TO FOUNDATION. 9.) FLOOR FRAMING HAS BEEN DESIGNED FOR A MAXIMUM DEAD LOAD OF 15 PSP (INCLUDING FRAMING). CONTACT SUMMIT STRUCTURAL DESIGN, PRIOR TO CONSTRUCTION, IF FLOOR BUILD-UP WILL EXCEED 15 PSF. 10.) TYPICAL FLOOR SHEATHING (UN'0): 3/4" THICK, APA RATED SHEATHING OR RATED STURD-I-FLOOR, SPAN RATING 48/24 (24 FOR STURD-I-FLOOR), EXPOSURE 1 STRUCTURAL PANELS, APPLIED WITI I LONG DIMENSION ACROSS SUPPORTS AND ADJACENT PANELS STAGGERED WITH 4' ENDS OFFSET 4'. GLUE PANELS TO ALL FRAMING, EDGE NAIL WITH l Od COMMON RING SHANK NAILS OR EQUIV. (0.148" DIA X 3") AT 6" O.C. AT ALL PANEL EDGES, BOUNDARIES, BLOCKING AND WHERE INDICATED ON PLAN. FIELD NAIL AT 10" O.C. PROVIDE 1/8" GAPS AT ALL PANEL EDGES U.N.O. BY PANEL MANUFACTURER. 11.) PLUMBING, SPRINKLER, AND MECHANICAL SUBCONTRACTORS SHALL COORDINATE ALL FLOOR AND WALL PENETRATIONS WITH FRAMING SUBCONTRACTOR. 12.) SEE TYPICAL SHEAR WALL SCHEDULE FOR LOCATIONS WHERE 3X PT SILL PLATES ARE REQUIRED. 13.) ANY DISCREPANCIES BETWEEN FRAMING SHOWN AND FIELD CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ENGINEER OF RECORD. 14.) ALL EXPOSED FRAMING SHALL BE PRESSURE TREATED WITH TREATMENT PROCESS AND APPLICATION APPROPRIATE FOR EXPOSURE ACCORDING TO MFR'S WRITTEN GUIDELINES. 15.) PROVIDE METAL HANGERS PER 12/SDI AS REQUIRED, UNLESS NOTED OTHERWISE. 16.) ALL STRUCTURAL MEMBERS SHALL BE FASTENED IN COMPLIANCE WITH 2013 CBC FASTENING SCHEDULE, TABLE 2304.9.1, UNLESS NOTED OTHERWISE. UNDER FLOOR VENTILATION 1 1. UNDER FLOOR VENTILATION SHALL BE PROVIDED BY MECHANICAL MEANS. 2. UNDER FLOOR ACCESS SCREEN SHALL BE CONSTRUCTED OF A NON-COROSIVE METAL MATERIAL. MESH SIZE SHALL NOT BE GREATER THAT 1/8" SQ. 3. THE UNDER FLOOR ACCESS SHALL ACT AS THE INTAKE FOR THE EXHAUST FANS. 4. THE EXHAUST SYSTEM SHALL BE INSTALLED AS PER THE MANUFACTURERS INSTRUCTIONS 5. THE EXHAUST UNIT WILL BE A "UNDERAIRE" CRAWL SPACE VENTILATOR. MODEL X213 WITH MAGNETIC DRAFT STOPS. UNIT IS RATED AT 220 CFM UNDER FLOOR VENTING CALCULATIONS FLOOR AVERAGE VOLUME EXHAUST AIR EXCHANGE AREA HEIGHT RATE RATE 2,124 SF 2.5 FT 5,310 CF 220 CFM 2.5 TIMES / HOUR PERMIT # Q14 v; 7m BUTTE COUNTY DEVELOPMENT SERVICES ,�6' REVIEWED FOR CODE COMPLIANCE F. DATE BY No. A01-10-17 MR MMR CHECKED BY DATE 11-08-16 SCALE AS SHOWN .1013 NO. 016-005 SHEET S1,60 9" DATE S Z 4 S Z SIGNATURE Al -:::.4 fil FOUNDATION PLAN 1/4'1 = 1'-0" I,=5' L=6.5' C NOTE: SEE SHEET SDI FOR SHEAR WALL AND HOLDOWN INFORMATION sj — — — — — — — — — — — — — — — — — — -- ! SD 1 TYP SDl TYP. FLOOR PLAN STRUCTURAL NOTES FLOOR PLAN STRUCTURAL NOTES: 1.) SEE TYPICAL NOTE SHEET SN AND TYPICAL DETAIL SHEETS SDI -SD3 FOR ADDITIONAL INFORMATION. 2.) TYPICAL MINIMUM BEARING WALL FRAMING U.N.O.: EXTERIOR WALL: 2X6 DF STUD AT 24" O.C. "NOTE: ALIGN STUDS DIRECTLY BELOW TRUSSES. INTERIOR WALLS: 2X6 DF STUD AT 16" O.C. 3.) SEE DETAIL 5/SDI FOR TYPICAL STUD WALL ELEVATION AND TYPICAL WALL OPENING SCf IEDULE. 4.) ANY DISCREPANCIES BETWEEN FRAMING SHOWN AND FIELD CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ENGINEER OF RECORD. 5.) ALL EXPOSED --:RAMING SHALL BE PRESSURE TREATED WITH TREATMENT PROCESS AND APPLICATION APPROPRIATE FOR EXPOSURE ACCORDING TO MFR'S WRITTEN GUIDELINES. 6.) ALL STRUCTURAL MEMBERS SHALL BE FASTENED IN COMPLIANCE WITH 2013 CBC FASTENING SCHEDULE, TABLE 2304.9.1, UNLESS NOTED OTHERWIS'E. PERMIT #z;>/:g .. — BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DAT —13Y 360 0 0 SHEAR WALL PLAN 1/411 = 11-011 REV. REV. DATE BY No. MMR CHECKED BY DATE 11-08-16 SCALE AS SHOWN JOB NO. 016-005 SHEET S2,00 SIGNATURE GENERAL STRUCTURAL NOTES ABBREVIATIONS AB 6. FRAMING/LUMBER 6. FRAMING / LUMBER CONTINUED 1. GENERAL ADDITIONAL L ANGLE A) ALL WORK SHALL CONFORM TO THE 2013 CBC AND ALL APPLICABLE LOCAL CODES. 6-1 MATERIALS: 6-6 CONNECTIONS: B) THE ENGINEER (SUMMIT STRUCTURAL DESIGN) HAS PROVIDED AND IS RESPONSIBLE FOR A.) SHEATHING: A.) HOLES FOR THROUGH BOLTS SHALL BE DRILLED 1/16" OVERSIZE. ARCHITECTURAL SPECIFIC STRUCTURAL ITEMS ONLY. ALL OTHER REQUIREMENTS OF THE BUILDING CODE HANDICAP ACCESSIBILITY, EGRESS LONGITUDINAL 1. ROOF SHEATHING: SEE PLANS 2. FLOOR SHEATHING: SEE PLANS B.) ALL BOLTS, NUTS, AND LAG SCREWS SHALL BE PROVIDED WITH FLAT OR MALLEABLE LSL INCLUDING WATERPROOFING, FIREPROOFING, DRAINAGE, REQUIREMENTS, PARKING, AND ALL OTHER DESIGN REQUIREMENTS NOT SPECIFICALLY SHOWN BLKG 3. WALL SHEATHING: SEE PLANS WASHERS WHERE BEARING AGAINST WOOD. LAMINATED VENEER LUMBER IN THE STRUCTURAL DESIGN CALCULATIONS, ARE THE RESPONSIBILITY OF THE CONTRACTOR OR SHOULD ANY CHANGES BE MADE FROM THE DESIGN AS SPECIFIED IN THESE B.) GLUE -LAMS: GLUE -LAMS SHALL BE 24F -V4 U.N.O. WITH A CAMBER OF R=1600' U.N.O. C.) ALL BOLTS AND LAG SCREWS SHALL BE TIGHTENED UPON INSTALLATION AND RE -TIGHTENED BOTT (B) OWNER. DOCUMENTS WITHOUT THE WRITTEN APPROVAL FROM THE ENGINEER, THEN THE ENGINEER MB THE GLUE -LAMS EXPOSED TO WEATHER MUST BE RATED FOR EXTERIOR USED THE MANUFACTURER. BEFORE CLOSING IN OR AT COMPLETION OF JOB. BEAT TO FIT WILL ASSUME NO RESPONSIBILITY FOR ANY ELEMENT OR SYSTEM OF THE STRUCTURE. MECHANICAL GLUED LAMINATED FABRICATON SHALL BE PERFORMED IN AN APPROVED SHOP BETWEEN MFR MANUFACTURER CB IN ACCORDANCE WITH CBC 2303.1.3, AITC A190.1, AND ASTM D 3737. BEAM INSPECTION D.) LAG SCREWS SHALL BE SCREWED, NOT DRIVEN, INTO PLACE. C) THE DRAWINGS AND CALCULATIONS REPRESENT THE FINISHED STRUCTURE, AND, UNLESS CONTROL JOINT CERTIFICATES SHALL BE SUBMITTED TO THE FIELD INSPECTOR PRIOR TO COMPLETION OF FRAME MISCELLANEOUS CIP SPECIFICALLY NOTED OTHERWISE, DO NOT SHOW THE METHOD OF CONSTRUCTION. THE MTL INSPECTION IN ACCORDANCE WITH CBC 1704.2. 8. ROOF FRAMING CONSTRUCTION JOINT CONTRACTOR IS RESPONSIBLE FOR THE METHOD OF CONSTRUCTION, AND SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE PUBLIC, CONSTRUCTION WORKERS, AND THE C.) MICRO -LAMS: MICRO -LAMS (LAMINATED VENEER LUMBER) SHALL HAVE FB = 3100 PSI AND CLEAR NS STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE FORMING, SHORING, CMU FV = 285 PSI MIN., AND SHALL BE MANUFACTURED, APPROVED AND IDENTIFIED AS PER NER-481. 8-1 PREFABRICATED ROOF TRUSSES: NELSON STUD ANCHOR BRACING, SCAFFOLDING, ETCETERA. D.) SILL PLATES: SILL PLATES SHALL BE PRESSURE TREATED DOUGLAS FIR WITH 1/2" DIAMETER A) PREFABRICATED ROOF TRUSSES: PREFABRICATED ROOF TRUSSES SHALL BE DESIGNED BY THE CONC PARTICULAR FEATURE OF CONSTRUCTION IS NOT FULLY SHOWN ON THE DRAWINGS OR IN OC ANCHOR BOLTS AND 3" X 3" X.229" PLATE WASHERS LOCATED AT 6'-0" O.C. MAX. WITH TRUSS FABRICATOR PER THE REQUIREMENTS OF THE ARCHITECTURAL AND STRUCTURAL D) IF A THE CALCULATIONS, THEN IT SHALL BE CONSTRUCTED IN THE SAME CHARACTER AS SIMILAR OUTSIDE DIAMETER ONE BOLT LOCATED 1'-0" MAXIMUM FROM EACH END OF EACH PIECE. RE -TREAT CUT ENDS DRAWINGS AND CBC 2303.4. OH CONDITIONS THAT ARE SHOWN ON THE DESIGN DOCUMENTS. CONT WHERE REQUIRED. B) COMPLETE CALCULATIONS AND SHOP DRAWINGS INCLUDING LAYOUT, SIZE OF MEMBERS, AND E) ANY CONDITIONS NOTED AS EXISTING MUST BE FIELD VERIFIED BY THE CONTRACTOR, AND E.) FRAMING LUMBER: ALL FRAMING LUMBER SHALL BE DOUGLAS FIR LARCH AS GRADED BY THE CONNECTION DETAILS, STAMPED AND SIGNED BY AN ENGINEER LICENSED IN THE STATE OF CALIFORNIA, SHALL BE REVIEWED BY THE ENGINEER OF RECORD PRIOR TO TRUSS FABRICATION. CP ANY DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER WITHOUT PDF W.W.P.A. OR W.C.L.I.B. AND SHALL HAVE A MOISTURE CONTENT LESS THAN 19%, U.N.O. CTR CENTER PROCEEDING WITH CONSTRUCTION PRIOR TO THE REVIEW OF THE ENGINEER. PERPENDICULAR 1. STUDS SHALL BE STUD GRADE OR BETTER. C) TRUSS DESIGN LOADS: F) ALL WATERPROOFING AND FLASHING (ROOFS, FOUNDATIONS, GARAGE FLOORS, ETC...) IS THE DBL 2. ALL POSTS SHALL BE DF -L #1 U.N.O. TOP CHORD LIVE LOAD: 20 PSF REDUCIBLE TOP CHORD DEAD LOAD: 8 PSF PLYWOOD RESPONSIBILITY OF THE CONTRACTOR OR OWNER. DOUGLAS FIR 3. 2X AND 3X RAFTERS SHALL BE DF -L #2 U.N.O. 4. 2X JOISTS SHALL BE DF -L #2 U.N.O. BOTTOM CHORD DEAD LOAD 10 PSF G) SHOP DRAWINGS: SHOP DRAWINGS ARE SUPERCEDED BY THE STRUCTURAL DRAWINGS UNDER PP 5. CONCEALED BEAMS SHALL BE DF -L #2. 6. EXPOSED BEAMS SHALL BE DF -L #1 APPEARANCE GRADE FOHC (4X6 AND LARGER). TOTAL LOAD 38 PSF UPLIFT LOAD AS REQUIRED BY THE 2013 CBC DIAMETER ALL CIRCUMSTANCES. THE GENERAL CONTRACTOR SHALL VERIFY THAT ALL CONSTRUCTION IS IN FULL AGREEMENT WITH THE LATEST STRUCTURAL DRAWINGS. REVIEW OF SHOP DRAWINGS BY PRESSURE TREATED 7. ALL BEAMS 6X AND LARGER SHALL BE FREE OF HEART CENTER. D) TRUSS BRIDGING SHALL BE AS REQUIRED AND SPECIFIED BY THE TRUSS FABRICATOR. P/C THE ENGINEER OF RECORD DOES NOT GUARANTEE IN ANY WAY THE THE SHOP DRAWINGS ARE EA EACH P/T POST -TENSIONED CORRECT, NOR DOES IT INFER THATTHEY SUPERCEDE THE STRUCTURAL DRAWINGS. F.) NAILS: ALL NAILS SHALL BE COMMON U.N.O. WHERE EXPOSED TO WEATHER OR WITHIN 18" E) TRUSS MANUFACTURER SHALL OBTAIN ALL NECESSARY APPROVALS FROM THE PUBLIC AGENCIES EL ELEVATION (DATUM) REQ'D OF FOUNDATION, NAILS SHALL BE GALVANIZED. ELEV H) WALL FINISH SYSTEMS SUCH AS STUCCO SHALL BE APPLIED OVER FOAM BASE OR OTHER SLIP CRITICAL EN INVOLVED IN GOVERNING CONSTRUCTION. SEOR METHOD OF ADEQUATELY ALLOWING THE FINISH TO EXPAND AND CONTRACT WITHOUT G.) BOLTS AND LAG SCREWS: BOLTS AND LAG SCREWS SHALL BE ASTM A-307 U.N.O. AND F) TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING MAXIMUM DEFLECTIONS UNDER DESIGN RECORD CRACKING. THE OWNER OR CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEFECTS IN THE EACH SIDE PROVIDED NEW AND WITHOUT EXCESSIVE RUST. LOADS: LIVE LOAD DEFLECTION = L/360, TOTAL LOAD DEFLECTION = L/240 (E) FINISHES. H.) ALL HARDWARE CALLED SHALL BE SIMPSON STRONG -TIE CO., OR ENGINEER APPROVED EXP EXPANSION SOG SLAB -ON -GRADE EQUIVALENT, INSTALLED PER MANUFACTURER'S RECOMMENDATIONS WITH ALL HOLES FILLED EXTERIOR STD STANDARD EW WITH RECOMMENDED FASTENERS. USP HARDWARE MAY BE USED IN LIEU OF SIMPSON 9. DESIGN LOADS 2. SITE WORK / FOUNDATIONS FF HARDWARE WITH WRITTEN APPROVAL FROM STRUCTURAL ENGINEER OF RECORD. ALL METAL STL STEEL MAXIMUM SOIL BEARING = 1500 PSF PER CBC TABLE 1806.2 (NO SOILS REPORT FINISH HANGERS, CONNECTORS, AND FASTENERS IN CONTACT WITH PRESSURE TREATED WOOD SHALL A) THE STRUCTURE HAS BEEN DESIGNED FOR THE FOLLOWING CRITERIA PER CBC CHAPTER 16, A) ASSUMED SS BE STAINLESS STEEL OR OTHERWISE CERTIFIED BY THE MANUFACTURER TO RESIST CORROSION DIVISIONS I, 11, III, AND IV U.N.O.: FLOOR PROVIDED). SHEAR WALL SCHEDULE CAUSED BY THE SPECIFIC TREATMENT APPLIED TO THE WOOD AND/OR METALS. FOUNDATION B) BUILDING SITE IS ASSUMED TO BE DRAINED AND FREE OF CLAY OR EXPANSIVE SOIL. ENGINEER OTHER CONDITIONS ENCOUNTERED I.) MANUFACTURED "I" JOISTS: MANUFACTURED I JOISTS (SUCH AS TRUSS JOISTS) SHALL BE B) SEISMIC: SEISMIC IMPORTANCE FACTOR: 1 TOP & BOTTOM HAS NOT MADE A GEOTECHNICAL REVIEW OF SITE, ANY FACE OF STUD INSTALLED PER THE MANUFACTURES RECOMMENDATIONS USING A DEFLECTION LIMIT OF L/480 MAPPED SPECTAL RESPONSE ACCELERATIONS: Ss = 0.643, S1= 0.264 FS MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER. TOC UNLESS NOTED OTHERWISE. USE A MANUFACTURED 1-1/4" RIM BOARD (SUCH AS TIMBER SEISMIC SITE CLASS: D C) THESE CALCULATIONS ASSUME STABLE, UNDISTURBED SOILS AND LEVEL OR STEPPED FOOTINGS. TOP -OF -FOOTING STRAND) WITH ALL "I" JOISTS. USE A DOUBLE RIM OR 1-3/4" LVL RIM AT ALL LOCATIONS WHERE SPECTRAL RESPONSE COEFFICIENTS: SDS = 0.551, SD1= 0.329, Cs = 0.08 SEISMIC DESIGN CATEGORY: D TOS ANY OTHER CONDITIONS SHOULD BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO GALV LEDGERS ARE USED (SUCH AS DECK LEDGERS). BASIC SEISMIC -FORCE -RESISTING SYSTEM: LIGHT FRAMED SHEAR WALLS TOP -OF -WALL THE CONSTRUCTION OF THE FOUNDATIONS. GLUE -LAM BEAM TN SEISMIC BASE SHEAR: 8.4 KIPS HDG 6-2 GENERAL FRAMING: RESPONSE MODIFICATION FACTOR: R = 6.5 D) ALL FOOTINGS INCLUDING RETAINING WALL FOOTINGS, SPREAD FOOTINGS, WALL FOOTINGS, UNO UNLESS NOTED OTHERWISE ANALYSIS PROCEDURE USED: EQUIVALENT STATIC FORCE PROCEDURE HANGER (SIMPSON) AND GRADE BEAMS SHALL BEAR ON UNDISTURBED SOIL WITH A FOOTING DEPTH BELOW A.) MINIMUM NAILING: MINIMUM NAILING SHALL BE PER 2013 CBC TABLE 2304.9.1. HORIZONTAL WP FROSTLINE (12" TO 24" AS PER LOCAL REQUIREMENTS). B.) LARGER MEMBERS: ALL FRAMING MEMBERS SPECIFIED IN THESE CALCULATIONS ARE C) WIND: E) BOTTOM OF ALL FOUNDATION TRENCHES SHALL BE CLEAN AND LEVEL. INTERIOR MINIMUMS, LARGER MEMBERS MAY BE SUBSTITUTED AT CONTRACTORS OPTION. WIND SPEED: 110 MPH WIND EXPOSURE: C F) ALL FINISHED GRADE SHALL SLOPE AT A MINIMUM SLOPE OF 5% AWAY FROM ALL C.) SHRINKAGE: CARE SHALL BE TAKEN TO ALLOW FOR EFFECTS OF SHRINKAGE WHICH COULD D) LIVE LOADS: JOINT FOUNDATIONS A MINIMUM OF 10 FEET HORIZONTAL. CAUSE SETTLEMENT OF ROOF AND OR FLOORS AND COULD LEAD TO FAILURE OF ASSOCIATED ROOF 20 PSF REDUCIBLE FRAMING MEMBERS. THE CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO PROTECT FLOOR 40 PSF G) FOUNDATIONS SHALL NOT BE SCALED FROM PLAN OR DETAIL DRAWINGS. FRAMING FROM THE EFFECTS OF SHRINKAGE. H) FILL MATERIAL SHALL BE FREE FROM DEBRIS, VEGETATION, AND OTHER FOREIGN SUBSTANCES. D.) ALL STRUCTURAL FRAMING MEMBER WITH EXTERIOR EXPOSURE SHALL BE PRESSURE TREATED OR BE OF MATERIAL THAT IS NATURALLY RESISTANCE TO DECAY. 1) USE 4" DIAMETER PERFORATED PIPE SUB -DRAIN BEHIND ALL RETAINING WALLS. SLOPE PIPE ROOF PLY AND E.N. TO DRAIN TO DAYLIGHT. 6-3 BEAM FRAMING: NAILING PER OLID J.) FOR FOOTINGS PLACED ON OR ADJACENT TO SLOPES, A GEOTECHNICAL ENGINEER MUST A.) BUILT UP BEAMS: ALL BUILT UP, LAMINATED DOUBLE OR MULTIPLE 2X JOISTS AND BEAMS PLAN, TYP j K, TYP APPROVE FOOTING PLACEMENTS IN VIOLATION OF FIGURE 1808.7.1 OF 2013 CBC. THIS SHALL BE NAILED TOGETHER WITH 16d NAILS AT 6" O.C., T&B U.N.O. 16d AT 8" O.C. ENGINEER SHALL NOT BE LIABLE FOR ANY FOUNDATION NOT IN STRICT CONFORMANCE TO • SECTION 1808 OF THE 2013 CBC. B.) DOUBLE JOISTS: PROVIDE DOUBLE FLOOR JOISTS UNDER PARTITION WALLS RUNNING PARALLEL (3) 1 TO JOIST SPAN AND UNDER ALL LOCATIONS WHERE TUBS MAY BE LOCATED. ADEQUATE SUPPORT SHALL BE PROVIDED FOR ALL OTHER EQUIPMENT OR FURNISHINGS WHICH MAY NOT BE SHOWN ON THE STRUCTURAL DRAWINGS INCLUDING BUT NOT LIMITED TO: HOT TRUSS BY 3. CONCRETE / REINFORCING WATER HEATER, STOVE, REFRIGERATOR, OVEN, FIRE PLACE ENCLOSURES, WOOD BURNING A) CONCRETE SHALL HAVE A MINIMUM 28 DAY STRENGTH OF 3,000 PSI (DESIGN BASED ON STOVE, ETCETERA. 2,500 PSI U.N.O.). C.) BLOCKING: PROVIDE SOLID BLOCKING IN JOIST FRAMING ABOVE ALL SUPPORTS. TYPICAL PITCH BREAK DETAIL C) ALL CEMENT USED SHALL CONFORM TO ASTM C-150 AND SHALL BE TYPE II OR NO SCALE TYPE III LOW ALKALI. 6-4 POSTS/TRIMMERS: SHALL CONFORM TO ASTM C-33 AND SHALL NOT CONTAIN MATERIALS WHICH ARE A.) SUPPORT: SUPPORT ALL UPPER LEVEL POSTS AND TRIMMERS IN LOWER LEVELS WITH SHEAR PER SWS TYPE "6", TYP ENTIRE GABLE D) AGGREGATE ALKALI REACTIVE AS DETERMINED BY ASTM C-227, 289, AND 295. IF TEST DATA IS EQUIVALENT FRAMING AND BLOCK OR OTHERWISE FRAME POSTS THROUGH FLOOR SYSTEMS. UNAVAILABLE IN REGARDS TO ALKALI REACTIVE MATERIALS, PROVIDE CEMENT WITH A B.) WHERE POSTS WITH COLUMN CAPS OR BEARING PLATES ARE SPECIFIED, THE LOAD IS TO BE WATERPROOFING AND BY OTHERS MAXIMUM ALKALI CONTENT LESS THAN 0.45% BY WEIGHT. TRANSFERRED TO THE FOUNDATION BY VERTICAL GRAIN ONLY, U.N.O. DRAINAGE E) CONCRETE EXPOSED TO FREEZING OR THAWING SHALL BE PROTECTED IN ACCORDANCE TO THE ROOF PLY AND LATEST EDITION OF THE ACI 318. 6-5 WALL FRAMING: NAILING PER PLAN F) SLABS ON GRADE SHALL BE PER THE CONTRACTOR. SUMMIT STRUCTURAL DESIGN RECOMMENDS A.) DOUBLE TOP PLATE SPLICES: SPLICES AND JOINTS IN DOUBLE TOP PLATE OF STUD BEARING WALL SHALL OCCUR AT THE CENTER LINE OF SUPPORTING STUD. TOP PLATE SPLICES OF STUD E.N. THE FOLLOWING AS A MINIMUM SLAB -ON -GRADE: AT GARAGE SLABS, USE 4" THICK S.O.G. WAY ABOVE MID -DEPTH OF SLAB, OVER WALLS SHALL BE 48" LONG WITH (12) 16d SINKERS EACH SIDE OF EACH SPLICE U.N.O. WHERE 2X BLOCK AT 2X SOLID WITH #3 BARS AT 15" O.C. EACH MOISTURE BARRIER IN COMPLIANCE WITH ASTM E 1643, OVER 4" AGGREGATE BASE. USE 3-1/2" SPLICE IS INTERRUPTED, USE ST6224 STRAP U.N.O. 48" O.C. TYP. BLOCKS SLAB WITH#3 AT 15" E.W. ABOVE MID -DEPTH OF SLAB, OR 6X6 WWF ABOVE MID -DEPTH OF SLAB B.) FIRE BLOCKS: FIRE BLOCK STUD WALLS AT MID -HEIGHT WHERE STUD LENGTH EXCEEDS 10'-0". WITH SAME SUB -SLAB BUILDUP AT ALL OTHER AREAS. 16d AT 8" O.C. INTO TOP 3/4" OF SLAB FOR CRACK CONTROL AT INTERVALS NOT TO EXCEED 10'-0" WHERE C.) MIS -PLACED ANCHOR BOLTS: WHERE ANCHOR BOLTS HAVE BEEN INCORRECTLY PLACED, IN 2X SOLID BLOCKING G) SAW -CUT SLAB IS REINFORCED, SAW CUT AT INTERVALS NOT TO EXCEED 7-0" WHERE SLAB IS USE SIMPSON SET EPDXY WITH ANCHOR OF SAME DIAMETER WITH 7 EMBEDMENT CONCRETE AND INSTALLATION PER MANUFACTURERS RECOMMENDATIONS AND CURRENT UN -REINFORCED. ICC REPORT. CONT. 2X6 LEDGER SLOPED AT RAFTER TRUSS BY OTHERS 1) REINFORCEMENT COVER SHALL BE AS FOLLOWS: D.) CRIPPLE WALLS: CRIPPLE WALLS SHALL BE A MINIMUM OF 14" IN HEIGHT. FOR LESSER PLANE WITH (2) 16d AT 16" O.C. MAX CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO SOIL: 3"� HEIGHTS, STACK 2X PLATES (AND SHIM AS REQUIRED). NOTES: CONCRETE WITH SOIL OR WEATHER EXPOSURE: E.) NOTCHED OR CUT STUDS: NOTCHED AND/OR CUT STUDS TO CLEAR ANCHOR BOLTS ARE 1. ANY DISCREPANCIES BETWEEN FRAMING SHOWN AND FIELD CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD. 5 BARS AND SMALLER 1 %" # 5 NOT ALLOWED. STUDS SHALL HAVE FULL BEARING TO THE FOUNDATION PLATE. IMMEDIATELY # BARS AND LARGER 2" WITHOUT SOIL OR WEATHER EXPOSURE: 3/4" 2. BRACE FRAMING AS REQUIRED DURING CONSTRUCTION. CONCRETE F.) LET -IN BRACES: LET IN BRACES SHALL NOT BE USED FOR TEMPORARY BRACING ON ANY SHALL BE GRADE 60 PER ASTM A615 U.N.O. LAP BOTTOM REINFORCING (60) WALL FRAME. STEEL STRAPS WHICH DO NOT REQUIRE THE CUTTING OF STUDS ARE AN 3. STRAP ACROSS LEDGER DISCONTINUITIES WITH ST6224 STRAP. J) REINFORCEMENT BAR DIAMETERS U.N.O. AND LAP TOP REINFORCING, PLACED ABOVE 12" OF CONCRETE OR ACCEPTABLE ALTERNATIVE. MORE, (80) BAR DIAMETERS U.N.O. G.) SEE NOTE 6-1 D FOR SILL AND ANCHOR BOLT SPECIFICATIONS. TYPICAL LEDGER DETAIL K) #5 AND LARGER REBAR SHALL NOT BE RE-BENT. H.) WALL FRAMING RECEIVING NAILING AT 3" ON CENTER OR LESS SHALL BE 3X NOMINAL U.N.O. NO SCALE L) ALL REINFORCING STEEL AND ANCHOR BOLTS SHALL BE ACCURATELY LOCATED AND PER PLANS AND DETAILS. ADEQUATELY SECURED IN POSITION BEFORE AND DURING CONCRETE PLACEMENT. ABBREVIATIONS AB ANCHOR BOLT K KIPS ADD'L ADDITIONAL L ANGLE ADJ ADJACENT LLH LONG LEG HORIZ. ALT ALTERNATE LLV LONG LEG VERT. ARCH ARCHITECTURAL LONG LONGITUDINAL BLDG BUILDING LSL LONG SLOTTED HOLE BLKG BLOCKING LVL LAMINATED VENEER LUMBER BM BEAM MAX MAXIMUM BOTT (B) BOTTOM MB MACHINE BOLTS BTF BEAT TO FIT MECH MECHANICAL BTWN BETWEEN MFR MANUFACTURER CB CARRIAGE BOLTS MIN MINIMUM CCJ CONTROL JOINT MISC. MISCELLANEOUS CIP CAST -IN-PLACE CONCRETE MTL METAL CJ CONSTRUCTION JOINT (N) NEW CLR CLEAR NS NEAR SIDE CMU CONCRETE MASONRY UNITS NSA NELSON STUD ANCHOR COL COLUMN NTS NOT TO SCALE CONC CONCRETE OC ON CENTER CONN CONNECTION OD OUTSIDE DIAMETER CONSTR CONSTRUCTION OH OPPOSITE HAND CONT CONTINUOUS OPNG OPENING CONTR CONTRACTOR OVS OVERSIZE ROUND HOLE CP COMPLETE PENETRATION PDF POWDER DRIVEN FASTENER CTR CENTER PERP PERPENDICULAR CTSK COUNTERSINK PL PLATE DBL DOUBLE PLWD PLYWOOD DF DOUGLAS FIR PLCS PLACES DF -L DOUGLAS FIR - LARCH PP PARTIAL PENETRATION DIA DIAMETER PT PRESSURE TREATED DJ DOUBLE JOIST P/C PRECAST CONCRETE EA EACH P/T POST -TENSIONED EF EACH FACE REINF REINFORCEMENT EL ELEVATION (DATUM) REQ'D REQUIRED ELEV ELEVATION (VIEW) OR ELEVATOR SC SLIP CRITICAL EN EDGE NAILING SEOR STRUCTURAL ENGINEER OF EQ EQUAL RECORD ES EACH SIDE SHTG SHEATHING (E) EXISTING SIM SIMILAR EXP EXPANSION SOG SLAB -ON -GRADE EXT EXTERIOR STD STANDARD EW EACH WAY STIFF STIFFENER FF FINISH FLOOR STL STEEL FIN FINISH SQ SQUARE FJ FLOOR JOIST SS STAINLESS STEEL FLR FLOOR SWS SHEAR WALL SCHEDULE FNDN FOUNDATION SYM SYMMETRICAL FOHC FREE OF HEART CENTER T&B TOP & BOTTOM FOS FACE OF STUD TO(P) TOP OF (PLYWOOD) FS FAR SIDE TOC TOP -OF -CONCRETE FTG FOOTING TOF TOP -OF -FOOTING GA GAUGE TOS TOP -OF -STEEL GALV GALVANIZED TOW TOP -OF -WALL GLB GLUE -LAM BEAM TN TOE NAIL HDG HOT DIPPED GALVANIZED TYP TYPICAL HDR HEADER UNO UNLESS NOTED OTHERWISE HGR HANGER (SIMPSON) VERT VERTICAL HORIZ HORIZONTAL WP WORKPOINT ID INSIDE DIAMETER WWF WELDED WIRE FABRIC INT INTERIOR W/ WITH JST JOIST W/O WITHOUT JT JOINT CAST -IN-PLACE fc'= 3.0 KSI CONCRETE WALL- fy= 60 KSI ASV COMPACTED FINISH GRADE\ 1 1/2- CLR D 9" TAIL, TYP 15" #4 AT 24" O.C. - - I PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE OATS / 13 t �T� L O 3" CLR CANTILEVERED RETAINING WALL FOOTING SCHEDULE H T B D ASV ASH 2'-0" 8" 1'-3" 3" #4 AT 24" Q 3'-0" 8" 2'-0" LEVEL BACKFILL #4 AT 24" #4 AT 12" 4'-0" 8" 2'-6" FOR 10' MIN FROM #4 AT 24" o ASH BACK OF WALL I �t " WELL -GRADED, w CLEAN, 9C • GRAVEL -SAND o • oo_°' BACKFILL v o• Q � O WATERPROOFING 0. o AND DRAINAGE a o O°:o BY OTHERS 0 0 -00 • 12" TAIL, TYP #4 AT 12" O.C. - / - TOP AND BOTT. O 3" CLR CANTILEVERED RETAINING WALL FOOTING SCHEDULE H T B D ASV ASH 2'-0" 8" 1'-3" 3" #4 AT 24" #4 AT 12" 3'-0" 8" 2'-0" 3" #4 AT 24" #4 AT 12" 4'-0" 8" 2'-6" 3" #4 AT 24" #4 AT 12" NOTES: 1.) WALL HAS NOT BEEN DESIGNED TO SUPPORT SURCHARGE LOADS FROM VEHICLES, STRUCTURES, ETC. 2.) WATERPROOFING AND DRAINAGE BY OTHERS. 3.) FOOTING TRENCHES SHALL BE CLEAN AND LEVEL AND FOOTING SHALL BEAR ON UNDISTURBED NATURAL SOIL. 4.) FOUNDATION MAY NOT PERFORM AS INTENDED AND MAY FAIL UNLESS STRICT ADHERENCE IS MAINTAINED IN ALL ASPECTS OF DETAIL REQUIREMENTS. 5.) PROPER CARE MUST BE TAKEN TO DRAIN WATER BEHIND THE WALL TO PREVENT BUILD-UP OF WATER. 6.) MINIMUM REBAR SPLICE LAP LENGTH IS (80) BAR DIAMETERS U.N.O. 7.) PROVIDE 1/2" WALL JOINTS AT 30' O.C. MAX. ALONG LENGTH OF WALL. TYPICAL REAR YARD RET. WALL SCHEDULE (7) NO SCALE Q�OFESS/pN� K. �3_1! ��2 ":-No. 56II * Ex . 6/ 018 J� C1V1\- q�FOFCA��FO� 12/07/16 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS SUMMIT STRUCTURAL DESIGN�!5�7�"Wppp�_ 383 Rio Lindo Ave Suite 200 Chico, CA 95926 P. 530.592.4407 SummitChico.com V 1 O V) r -I W � W J = J W �/ z 1..1. O REVISIONS: DATE: 12/07/16 S_l CALE: NTS DRAWN BY: RKB JOB NUMBER: 16-249 SHEET: SN O V) r -I REVISIONS: DATE: 12/07/16 S_l CALE: NTS DRAWN BY: RKB JOB NUMBER: 16-249 SHEET: SN TYPICAL HANGER SCHEDULE MEMBER SIZE SIMPSON HANGER TYPE FASTENER TYPE AT SUPPORTING AT SUPPORTED MEMBER MEMBER 2X4/2X6/2X8/ 2X10/2X12 LUS24/LUS26/LUS28/ LUS210/LUS210 10d 10d DBL 2X6/DBL 2X8/ DBL 2X10/DBL 2X12 HUS26-2TF/HUS28-2TF/ HUS210-2TF/HUS212-2T 16d 16d 4X8/4X10/4X12 H U 48TF/H U 41 OTF/H U 412TF 16d 10d 6X8/6X10/6X12 HU68TF/HU610TF/HU612TF 16d 16d TJI/BCI ITS 10d NOT REQ'D LVL/PSL HGLTV 16d 16d GLU-LAM HGLTV 16d 16d NOTES: 1. PROVIDE SKEWED AND SLOPED HANGER WHERE REQUIRED. 2. PROVIDE HANGER WITH ONE OR BOTH FLANGES CONCEALED WHERE REQUIRED. 3. SEE PLANS AND DETAILS FOR HANGER AT SPECIAL CONDITION. 4. PROVIDE APPROPRIATE FASTENER AT ALL FASTENER HOLES U.N.O. 5. FASTENER SIZES: 16d=0.162" DIA. X 3 1/2" LENGTH 10d=0.148" DIA. X 3" LENGTH, 10d X 1 1/2"=0.148" DIA. X 1 1/2" LENGTH 6. PROVIDE HANGERS AND FASTENERS WITH CORROSION PROTECTION APPROPRIATE FOR CONNECTION APPLICATION AND ENVIRONMENT. TYPICAL SIMPSON HANGER SCHEDULE 12 NO SCALE SD 1 2 1/2" MAX. DEPTH FOR 2X4 PLATE 3 1/2" MAX. DEPTH FOR 2X6 PLATE O 5 1/2" MAX A A N PROVIDE SIMPSON RPS22 STRAP AT EACH PLATE, TOP PLATE PER (1) MIN PER PLATE �8/SD1 OR 9/SD1 III I I I I 3/4" I M AX, TYP I I III WALL FRAMING PER PLAN, TYP �---PIPE AS OCCURS NOTE: DO NOT BORE HOLES OR CUT NOTCHES IN STRUCTURAL WALL PLATES GREATER THAN 1/3 THE PLATE WIDTH WITHOUT WRITTEN CONSENT FROM THE ENGINEER OF RECORD. TYPICAL TOP PLATE NOTCH DETAIL NO SCALE C 8" 1 NOTCHING AND BORING 7PERMITTED IN THIS REGION Ls/3 Ls 3 Ir 8" STRUCTURAL WALL STUD WALL CONTINUES WHERE OCCURS PER PLAN (5) 16d PARTIAL PLAN AT TOP PLATE CORNER AND TEE vim,_ L.. . V. . ".-.. �. ma i i4U Jif\^F-, PER DETAIL BELOW CENTERED ON DISCONTINUITY NOTCHING BORING SOLE PLATE NAIL ACTUAL 25% 40% 40% 60% SPACING PER SHEAR 3 1/2- 7/8" 1 3/8" 1 3/8" 2 1/16" 6" WALL SCHEDULE, 1 3/8" 2 3/16" 2 3/16" 1 3.1/4" 10 SCREWS 6" AND SPACING I ll I I I I I I E.N. PER SHEAR �/VWALL SCHED. 2X MUDSILL 12d ® 7" O.C. AS REQ'D. 8d 0 12" O.C. A35 AT 2'-8„ O.C. OTHERWISE 16d AT 8" 6 SOLE PLATE NAIL I I ( II COMPRESSION RBC AT l'-8" O.C. 1 71LI I I I I{ POST AS REQ'D 12d 0 5" O.C. 8d 0 4" O.C. 8d 0 12" O.C. SHEAR PLY PER HD SCHED. 4* O.C., TYP -- - PER SHEAR WALL RBC AT 1 -2 O.C. I- i WALL SCHED.---, STUD I°I II I�I I II II II II II I II II I II II II II II II II II SCHEDULE, TYP PER II II 1/2" MIN _ _ _ _ _ _ II II I STUD DIRECTLY UNDER SPLICE, TYP. ii ii i TYPICAL TOP PLATE DISCONTINUITY 1/2" MIN - - -- _ _-_ _ SILL PLATE AND A.B. COUPLER NUT SIZE/SPACING PER SCHED. AS REQUIRED BOTTOM (5) 16d AT CORNER OR INTERSECTING WALL RIM BELOW PLATE PER PLAN PER 16d SINKERS AT 16" O.C. 4'-0" MIN. LAP LENGTH TYP 16d SINKERS AT 16" O.C. _ PLAN 12) MIN. BETWEEN SPLICES 16d SINKERS AT 16" O.C. (12) MIN. BETWEEN SPLICES (12) MIN. BETWEEN SPLICES 'STUD DIRECTLY�� '-DBL 2X UNDER SPLICE, TYP. I, TOP PLATE INTERSECTING WALL OR CORNER WHERE OCCURS --I TYPICAL TOP PLATE SPLICE TYPICAL DOUBLE TOP PLATE SPLICE DETAIL 9 NO SCALE SDI MSTA36 STRAP EQ (3) 16d TO STUD EQ. (3) 16d TO STUD PARTIAL PLAN AT TOP PLATE CORNER AND TEE LSTA18 STRAP AT EA. SIDE OF TOP PLATE SPLICES, TYP TOP 1/2 STRAP LENGTH, TYP.-�`-�` OVERPLATE STUD,STYPCE (3) 16d TO 4'-0" MIN. BETWEEN _ STUD, TYP TOP PLATE SPLICES PARTIAL PLAN AT CONTINUOUS TOP PLATE 11 TYPICAL SINGLE TOP PLATE SPLICE DETAIL C 8 SDI NO SCALE SD1 NON-STRUCTURAL WALL STUD STUD WIDTH NOTCHING BORING NOMINAL ACTUAL 25% 40% 40% 60% 4" 3 1/2- 7/8" 1 3/8" 1 3/8" 2 1/16" 6" 5 1/2" 1 3/8" 2 3/16" 2 3/16" 1 3.1/4" NOTES: 1.) STRUCTURAL WALL STUDS SHALL NOT BE NOTCHED GREATER THAN 25% 2. NON-STRUCTURAL WALL STUDS SHALL NOT BE NOTCHED GREATER THAN 40% 3. STRUCTUAL WALL STUDS SHALL NOT BE BORED GREATER THAN 40% 4. NON-STRUCTURAL WALLS MAY BE BORED UP TO 60% WHERE STUDS ARE DOUBLED AND NOT MORE THAN (2) SUCH SUCCESSIVE DOUBLED STUDS ARE SO BORED. 5.) BORED HOLES SHALL BE AT CENTERLINE OF STUD WITH GREATER THAN 5/8" OF MATERIAL FROM STUD EDGE TO HOLE EDGE. 6.) NOTCHES AND BORED HOLES SHALL NOT OCCUR AT THE SAME SECTION. TYPICAL WALL FRAMING PENETRATIONS 10 NO SCALE SD1 SHEAR PLY AND NAILING PER PLF HOLDOWN AND PER SCHEDULE CONTINUOUS WA WHERE OCCURSrl - PLY AND 14MILINV PER PLAN TYPICAL CORNER HOLDOWN DETAIL NO SCALE 7 SDI 0 PLY AND NAILING FRAMING PER PER PLAN PLAN WHERE OCCURS TYPICAL RIM/BLOCK NAILING DETAIL NO SCALE TOP PLATE PER 8/SD1 OR 9/SD1 6 SD E A.B. PER 3/SD1 OR SILL PLATE NAILING PER 6/SD1 STUD WALL ELEVATION KEY OPENING WIDTH HEADER PER PLAN ® TRIMMER/S PER SCHEDULE O • KING STUDS PER SCHEDULE UP T A35 CLIP AT EACH SIDE OF POSTS AND MULTIPLE KING STUDS. USE A34 AT 4X WALLS (E BLOCK AT ALL SHEATHING SPLICES, AND AT 10'-0" MAX UNBRACED STUD LENGTH ® © OOPENING © STUD PER PLAN DF#2 AT 16" O.C. U.N.O. • I POST PER PLAN WHERE OCCURS I DBL 2XI 1 5/16" E A.B. PER 3/SD1 OR SILL PLATE NAILING PER 6/SD1 STUD WALL ELEVATION KEY OPENING WIDTH HEADER PER PLAN ® TRIMMER/S PER SCHEDULE © KING STUDS PER SCHEDULE UP T A35 CLIP AT EACH SIDE OF POSTS AND MULTIPLE KING STUDS. USE A34 AT 4X WALLS (E BLOCK AT ALL SHEATHING SPLICES, AND AT 10'-0" MAX UNBRACED STUD LENGTH ® NAIL MULTIPLE TRIMMERS/KING STUDS TOGETHER WITH 16d AT 12" O.C. STAGGERED © STUD PER PLAN DF#2 AT 16" O.C. U.N.O. ® I POST PER PLAN WHERE OCCURS D A 2X6 WALL OPENING SCHEDULE (U.N.O. ON PLAN) (110 MPH, EXPOSURE C) OPENING WIDTH TRIMMER/S KING STUD/S UP TO 4'-0" (1) (1) UP T TWO POUR CONDITION HDU2 UP T 1 5/16" SSTB16 AT EXISTING FOUNDATIONS AND AT MISSED AB PROVIDE 1/2" DIAMETER TITEN HD AT REQUIRED SPACING WITH 4" EMBED, 1 3/4" MINIMUM EDGE DISTANCE, 8" MINIMUM END DISTANCE, AND 8" MINIMUM SPACING. LOCATE AND AVOID ALL REINFORCING PRIOR TO DRILLING. INSTALL PER MANUFACTURER'S RECOMMENDATIONS 12" MAX 4'-0" MAX AT (3) STORY AND TALLER 5" MIN 6'-0" MAX AT 1 AND 2 STORY PT DF -L (SEE SHEAR WALL SCHED.) SILL fh F i ( 7" MIN ` PLATE WASHER U `� 3" X 3" X .229",47' TYP__/ YP I I \-MASA/MASAP ANCHOR OPTION PER NOTE 4 \-1/2" DIA AB WITH 2" HOOK, TYP FNDN PER PLAN GENERAL NOTES: 1.) SILL PLATE SHALL BE 2X PT DF -L UNLESS NOTED OTHERWISE IN SHEAR WALL SCHEDULE. 2.) PROVIDE (2) BOLTS MIN PER SILL PLATE. 3.) DIAGONALLY SLOTTED PLATE WASHERS WITH A MAXIMUM SLOT LENGTH OF 1 3/4" MAY BE USED WHEN A STANDARD CUT WASHER IS ADDED BETWEEN THE PLATE WASHER AND NUT. 4.) CONTACT SUMMIT STRUCTURAL DESIGN FOR MASA/MASAP ANCHOR OPTION IN LIEU OF ANCHOR BOLTS. 5.) AT SHEAR WALLS, PLATE WASHER MUST BE LOCATED 1/2" OR LESS FROM THE INSIDE FACE OF SHEATHING. TYPICAL FNDN ANCHOR BOLT DETAIL 3 NO SCALE LSDlj HOLDOWN SCHEDULE (*SEE ALL NOTES BELOW*) "SIMPSON HOLDOWN MODEL NUMBER MINIMUM HOLDOWN POST SIZE DISTANCE FROM CENTER OF CONCRETE ANCHOR TO FACE OF POST CONCRETE ANCHOR TYPE HOLDOWN FASTENERS AT POST MINIMUM STEM WALL WIDTH SINGLE POUR CONDITION TWO POUR CONDITION HDU2 DBL 2X 1 5/16" SSTB16 SSTB20 6 SCREWS 6" HDU4 I DBL 2XI 1 5/16" SSTB20 I SSTB24 10 SCREWS 6" 0 6'-0" STRUCTURAL SHEAR WALL TYPE "N" FOR A MINIMUM (2) (1) GENERAL NOTES: 0 16'-0" MUDSILL THICKNESS (2) (2) 1.) HOLDOWNS SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. I LI LI ALLOW. WALL AND 1/2" DIAMETER S REQ'D. BY I I I I I f I I I 2.) AT 3X MUDSILL USE SSTBL VERSION OF ANCHOR LISTED ABOVE. NOTE: SEE DETAIL 10/SD1 FOR TYPICAL WALL FRAMING 3.) DOUBLE STUDS SHALL BE NAILED TOGETHER WITH 12d (DIA.=0.135") AT 6" O.C. STAGGERED. PENETRATIONS. TYPICAL STUD WALL ELEVATION s TYPICAL HOLDOWN SCHEDULE 2 NO SCALE TOP PLATE PER 8/SDI OR 9/SD1 PROVIDE PANELS A MFR., 1/8 BLOCK AT AL 24" MAX SPACING SOLE PLATE FASTENING SHEAR WAL S D 1 NO SCALE �ID 1 CORNER WHERE OCCURS (5) 16d NAILS AT PERMIT # 416- 2;7/J LAPPED CORNERS, TYP BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE L STRUCTURAL SHEAR WALL TYPE "N" FOR A MINIMUM N L=X' -Y" LENGTH OF X' -Y" PER SCHEDULE BELOW. SHEAR WALL SCHEDULE - 1/2" THICK SHEATHING AND 24" O.C. STUD SPACING (*SEE ALL NOTES BELOW*) SHEAR MUDSILL THICKNESS SOLE PLATE PANEL EDGE GAP BETWEEN I LI LI ALLOW. WALL AND 1/2" DIAMETER S REQ'D. BY I I I I I f I I I l WALL SCHED. A35 AND RBC LOAD " MIN. I°I I° I AND SPACING AND SPACING I ll I I I I I I E.N. PER SHEAR �/VWALL SCHED. 2X MUDSILL 12d ® 7" O.C. AS REQ'D. 8d 0 12" O.C. A35 AT 2'-8„ O.C. 260 6 EDGES, TYP. I I ( II COMPRESSION RBC AT l'-8" O.C. 1 71LI I I I I{ POST AS REQ'D 12d 0 5" O.C. 8d 0 4" O.C. 8d 0 12" O.C. SHEAR PLY PER HD SCHED. 4* AB 0 2'-9" O.C. -- - I PER SHEAR RBC AT 1 -2 O.C. I- i WALL SCHED.---, STUD I°I II I�I I II II II II II I II II I II II II II II II II II I I I` PER II II I°I LI I PER _ SCHED. I°I I II II I SCHED II ii ii i ii II II II II II -Li II SILL PLATE AND A.B. COUPLER NUT SIZE/SPACING PER SCHED. AS REQUIRED F.N. PER SHEAR DATE _3�_ 7 BY 4!5'�r4Rf %� FOUNDATION PER PLANS M NOTE: STUD SPACING = 16" O.C., U.N.O. CORNER WHERE OCCURS TYP RESIDENCE SHEAR WALL ELEVATION NO SCALE SHEAR WALL LEGEND STRUCTURAL SHEAR WALL TYPE "N" FOR A MINIMUM N L=X' -Y" LENGTH OF X' -Y" PER SCHEDULE BELOW. SHEAR WALL SCHEDULE - 1/2" THICK SHEATHING AND 24" O.C. STUD SPACING (*SEE ALL NOTES BELOW*) SHEAR MUDSILL THICKNESS SOLE PLATE PANEL EDGE PANEL FIELD "SIMPSON" ALLOW. WALL AND 1/2" DIAMETER NAIL SIZE NAIL SIZE NAIL SIZE A35 AND RBC LOAD TYPE ANCHOR BOLT SPACING AND SPACING AND SPACING AND SPACING CUP SPACING (PLF) 2X MUDSILL 12d ® 7" O.C. 8d 0 6" O.C. 8d 0 12" O.C. A35 AT 2'-8„ O.C. 260 6 AB 0 3 -9 O.C. RBC AT l'-8" O.C. 2X MUDSILL 12d 0 5" O.C. 8d 0 4" O.C. 8d 0 12" O.C. A35 AT 1'-8p O.C. 350 4* AB 0 2'-9" O.C. RBC AT 1 -2 O.C. GENERAL NOTES: 1.) WALL FRAMING: USE 2X OR WIDER DF -L STUDS (PER PLAN), SOLE PLATE, TOP PLATES, AND BLOCKING. USE PT DF -L MUDSILL PER SCHEDULE ABOVE. BLOCK ALL PANEL EDGES. 2.) SHEATHING: USE APA RATED (32/16 SPAN RATING) SHEATHING UNLESS NOTED OTHERWISE. EDGE NAIL PANELS AT ALL EDGES, TOP PLATES, SOLE PLATE, MUDSILL, POSTS, AND HOLDOWN COMPRESSION POSTS/STUDS. 3.) NAIL SIZES: 8d: 2 1/2" X 0.131" DIAMETER COMMON, OR 2 1/2" X 0.113" DIAMETER HDG BOX, 12d: 3 1/8" X 0.135" DIAMETER SINKER, 20d: 4" X 0.192" DIAMETER COMMON. DO NOT OVERDRIVE NAILS. STAGGER SOLE FASTENING AND PRE -DRILL PILOT HOLES (MAX 75% NAIL DIA) TO AVOID SPOTTING WALL ELEMENTS. SEE DETAIL 6/SD1 FOR MORE INFO. 4.) ALLOWABLE LOADS MAY BE MULTIPLIED BY 1.4 WHERE WIND LOADS GOVERN. TYPICAL SHEAR WALL SCHEDULE NO SCALE VWISS/0/ 9 K O � `= F� 2 �No. 688x' * E . 6/30/18 J� CIV1\- OF CA0 12/07/16 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS 383 Rio Lindo Ave. Suite 200 Chico, CA 95926 P. 530.592.4407 SummitChico.com Ul Q W u 0 w J 5 LU Z � w0 r) Ln Q w0 � � U 77 or OQ D m Q O r J LU z O O Q� U CL REVISIONS: DATE: 12/07/16 SCALE: NTS DRAWN BY: RKB JOB NUMBER: 16-249 SHEET: SD1 ALL LAPS (60) BAR DIAMETERS, U.N.O.\ MIN TYPICAL U.N.O TYPICAL CONCRETE STEM/FTG REBAR PLAN � 12 NO SCALE CONCRETE STRENGTH F'c = PSI SIZE SD2 900 HOOK .,D" TYP. 6000 -A�1350 HOOK 28 24 22 20 F2.5 21 7>4\ 17 U-) 00 #4 BAR SIZE INSIDE DIAMETER "D" 0 tK 29 26 4'-0" 4'-0" #3, #4, #5 4d 25 22 20 #5 #6, #7, #8 6d 40 36 33 36 31 28 25 #6 STIRRUPS AND TIES 48 43 00 L, LA_ 43 37 33 -0"a #7 70 4d 57 co C-4 900 HOOK 2 1/2" M(q. 48 44 #8 93 80 72 65 N 71 62 55 50 180° HOOK 104 04 81 74 BAR BAR SIZE INSIDE DIAMETER " D 62 57 #10 #3, #4, #5, #6, #7, #8 6d 90 82 89 #10, #11 8d 63 #11 #14, #18 10d 99 90 HOOKS AND BENDS 85 76 69 SEE LAP SCHEDULE FOR CONCRETE OR GENERAL NOTES FOR MASONRY � I1 6 OFFSET AND SPLICES TYPICAL REBAR BENDING DETAIL 11 NO SCALE BAR CONCRETE STRENGTH F'c = PSI SIZE 3000 4000 5000 6000 #3 28 24 22 20 F2.5 21 18 17 16 #4 37 32 29 26 4'-0" 4'-0" 28 25 22 20 #5 46 40 36 33 36 31 28 25 #6 56 48 43 39 43 37 33 30 #7 81 70 63 57 62 54 48 44 #8 93 80 72 65 71 62 55 50 #9 104 90 81 74 80 69 62 57 #10 116 100 90 82 89 77 69 63 #11 127 110 99 90 98 85 76 69 TOP BARS 2 OTHER BARS SD2 NOTES 01 INCREASE LAP LENGTHS 30% FOR LIGHT WEIGHT CONCRETE (115 PCF MAX) AND 33% AT 4 BAR BUNDLES. 2Q TOP BARS ARE HORIZ. BARS WITH MORE THAN 12" OF WET CONCRETE PLACED BELOW. O3 MINIMUM CLEAR COVER > dB AND MINIMUM CLEAR SPACING > 2dB. INCREASE LAP LENGTHS 50% IF MINIMUMS NOT SATISFIED. ("dB" = BAR DIAMETER) ® CLASS B SPLICE SHALL BE USED UNO. CLASS A SPLICE = 77% OF CLASS B SPLICE AND MAY BE USED WHERE SPECIFICALLY NOTED IN PLANS AND DETAILS 50 LAP LENGTHS INDICATED ARE IN INCHES. TYPICAL REBAR LAP SCHEDULE (CLASS B) 10 NO SCALE SD2 24" X 18" UNDER FLOOR FNDN PER OFFSET BEND, TYP - DO NOT LOCATE ACCESS OPENING BELOW WALL POSTS 08 DF#2 AT OPENING WITH LUS HGR FJ PER PLAN "BARS TO MATCH CONT. REINF. 1'-6" 5'-0" 1'-6" TYPICAL UNDER FLOOR ACCESS DETAIL NO SCALE LAP 2'-6" fr TYP. rn L CD THICKNESS • • • • 3 CLR A 3" CLR` 6" O.C., TYP N 3" CLR REIN FTG TYPE PER PLANJAT E �oQ�pFESS/04/ P � N o. 56 88'-r' * Ex . 6/30 NOTE: LOCATE WALL STUDS DIRECTLY BELOW TRUSSES. q�FOFCAOFO� 12/07/16 THESE PLANS HAVE BEEN REVIEWED WALL FRAMING PER PLAN FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL -ORCE WITH #4 " 0. C. E. W. SOLE NAILING PER 6/SD1 CALCULATIONS 9 TYPICAL SPREAD FOOTING SCHEDULE 6 SD2 NO SCALE SD2 FLOOR PLY AND FLOOR JOISTS PER PLAN LAP NAILING PER PLAN 6" ON CENTERLINE OF GIRDER SOLID BLOCK—\\WITH (4) 16d CLINCHED AND WEB BACKING PER MFR + + + + T T GIRDER PER PLAN 3) 8d TOENAILS PER FJ 4X6 PT DF POST WITH AC z POST CAP E.S. AT GIRDERS Z PBS POST BASE 1104 0 CENTERED OVER FOOTING EH 3" CLR. REINF PER PLAN L PER PLAN 3X PT SILL RIPPED TO FIT WITH ANCHOR BOLTS PER 3/SD1 AND WATERPROOFING, FLASHING, 1" MAX DEPTH NOTCH AND DRAINAGE BY OTHERS FLOOR PLY AND 1/2- ISOLATION JOINT NAILING PER PLAN / SLAB -ON -GRADE f PER PLAN-�J�► FJ PER PLAN LB TOP FqWf1_0 383 Rio Lindo Ave. METAL FLASHING- Suite 200 PERMIT # Q�(O -� Chico, CA 95926 1.EN.-BUTTE COUNTY DEVELOPMENT SERVICES P. 530.592.4407 FOOTING PER 1/SD2REVIEWED FOR SummitChico.com CODE COMPLIANCE DATE �— 3/ I % BY FOUNDATION DETAIL 3 NO SCALE SD2 NOTE: LOCATE WALL STUDS DIRECTLY BELOW TRUSSES. WALL FRAMING PER PLAN PT DF SILL AND AB PER 3/SD1 PLYWOOD AND NAILING PER PLAN SOLE NAILING PER 6/SD1 FLOOR JOIST PER PLAN EITHER E.N. L U DIRECTION. SOLID BLOCK AT 2 -0 PROVIDE 6" MIN WIDTH STEM O.C. AT PARALLEL CONDITION ONT. 2X RIM Q W BEYOND PER 4/SD2 WITH #4 TOP BLOCK SOLID AT POSTS 'J HOOKED AT EACH END AND #4 VERT 1/2" LIP AT GARAGE J 12" OC, (3) MIN PER WALL SEGMENT DOOR OPENING MULTIPLE STUDS AND HOEDOWNS WHERE REQUIRED 1/2' 1/2" ISOLATION JOINT 1/2" ISOLATION 18" MIN. / ISOLATION JOINT PER ARCH U PAVEMENT AND SLOPE JOINT BEYOND CONCRETE ELEV. PER ARCH SLAB -ON -GRADE PER PLAN. W SUBGRADE BY OTHERS f 6" MIN. AT (1) STORY, U.N.O. o ' oa' o° SLOPE PER ARCH WHERE REQ'D L Q 0 0 ONCRETE SLAB -ON -GRADE PER >" Q GRADE A INE o o °° �'F p° #4 AT 24" O.C. VERT — _ _ O L1J .I. o PLAN. SLOPE PER ARCH " O III—I I _ #4 AT 18 O.C. HOR, , —� I WHERE STEMWALL N 12" MIN 1 1/2" (2) LAYERS OF HEIGHT > 1'-6" z U CLR BUILDING PAPER _ • ____ 8" z O Q • 3" CLR---M, (2) #4 TOP AND 3" CER. _ N m BOTT, CONT THIS LINE 12" 1 STORY #4 CONT. TOP AND BOTT. z �12" - vim U.N.O. 0 SPREAD FOOTING PER Q J PLAN WHERE OCCURS /1 = w TYPICAL INTERIOR FOUNDATION DETAIL 8 TYP GARAGE DOOR OPENING FNDN DTL 5 TYPICAL FOUNDATION DETAIL 2 o _! NO SCALE SD2 NO SCALE SD2 NO SCALE o M SD2 Q r..i NOTE: LOCATE WALL STUDS DIRECTLY BELOW TRUSSES. ALL FRAMING PER PLAN PT DF SILL AND WALL FRAMING PER PLAN AB PER 3/SD1 SHEAR PER PLAN NOTE: PROVIDE 3" MINIMUM SIDE COVER FROM EACH PLYWOOD AND EDGE OF COLUMN BASE TO EACH EDGE OF SLAB. SHEAR PER PLAN NAILING PER PLAN SOLE NAILING PER 6/SD1 WHERE OCCURS-- PT DF SILL AND AB PER 3/SD1 FLOOR JOIST PER PLAN EITHER E.N. COLUMN PER PLAN -\", /2" ISOLATION JOINT DIRECTION. SOLID BLOCK AT 2'-0" POST BASE PER PLAN, O.C. AT PARALLEL CONDITION ",,—CONT. 2X RIM EN CENTERED ON FOOTING CONCRETE SLAB-ON-GRADEBLOCK SOLID AT POSTS BELOW PER PLAN. SLOPE PER SLAB -ON -GRADE PER ARCH _ SLOPE FINISHED GRADE, 6 MIN E.N. MULTIPLE STUDS AND HOEDOWNS PLAN. SLOPE AND ELEV. - - OR CONCRETE BY OTHERS, 8" MIN II ELEV. PER ARCH REVISIONS: PER ARCH AS REQ'D = = AWAY FROM FOUNDA11ON SLOPE GRADE SLOPE FINISHED AWAY FROM FNDN II 18" MIN. 8 MIN. —SLOPE AWAY ._ _ /� 18" MAX ABOVE—r._r..�.___ o o ° o Qo " FROM FOUNDATION UNDISTURBED SOIL #4 AT 24" OC VERT, #4 I ° 6 MIN. AT (1) STORY, U.N.O. OR LEVEL AT 18" OC HORIZ, WHERE — — " I 12 MIN O o 0 o COMPACTED FILL LINE STEM WALL HEIGHT > 1'-6" " #4 AT 24" O.C. VER O..Oo.O. _ - 8 #4 AT 18" O.C. HOR, -) — I #4 CONT TOP AND BOTT 12" MIN INTO WHERE STEMWALL HEIGHT > V-6" `. UNDISTURBED SOIL � � .� __ ���� � [7DATE:12/07/16 3" CLR, TYP "SPREAD FOOTING PER - - N3" CLR PLAN WHERE OCCURS 3" CLR NTS PER PLAN 12" 1 STORY #4 CONT. TOP AND BOTT. DRAWN BY: RKB NOTE: LOCATE WALL STUDS DIRECTLY BELOW TRUSSES. READ FOOTING PER JOB NUMBER: 16-249 REINF. PER PLAN PLAN WHERE OCCURS NOTE: WEATHER TREATMENT AND CORROSION PROTECTION BY OTHERS. TYPICAL POST FOUNDATION DETAIL 7 TYP EXTERIOR GARAGE WALL FNDN DETAIL 4 TYPICAL FOUNDATION DETAIL i SHEET: NO SCALE SD2 NO SCALE SD2 NO SCALE SD2 SD2 FOOTING SCHEDULE FOOTING TYPE DIMENSION A DIMENSION B, U.N.O. THICKNESS, U.N.O. F1.5 1'-6" V-6" 12" F2 2'-0 29-0" 12" F2.5 2'-6" 2'-6" 12" F3 3'-0" 3'-0" 12" F3.5 3'-6" 3'-6" 12" F4 4'-0" 4'-0" 12" 9 TYPICAL SPREAD FOOTING SCHEDULE 6 SD2 NO SCALE SD2 FLOOR PLY AND FLOOR JOISTS PER PLAN LAP NAILING PER PLAN 6" ON CENTERLINE OF GIRDER SOLID BLOCK—\\WITH (4) 16d CLINCHED AND WEB BACKING PER MFR + + + + T T GIRDER PER PLAN 3) 8d TOENAILS PER FJ 4X6 PT DF POST WITH AC z POST CAP E.S. AT GIRDERS Z PBS POST BASE 1104 0 CENTERED OVER FOOTING EH 3" CLR. REINF PER PLAN L PER PLAN 3X PT SILL RIPPED TO FIT WITH ANCHOR BOLTS PER 3/SD1 AND WATERPROOFING, FLASHING, 1" MAX DEPTH NOTCH AND DRAINAGE BY OTHERS FLOOR PLY AND 1/2- ISOLATION JOINT NAILING PER PLAN / SLAB -ON -GRADE f PER PLAN-�J�► FJ PER PLAN LB TOP FqWf1_0 383 Rio Lindo Ave. METAL FLASHING- Suite 200 PERMIT # Q�(O -� Chico, CA 95926 1.EN.-BUTTE COUNTY DEVELOPMENT SERVICES P. 530.592.4407 FOOTING PER 1/SD2REVIEWED FOR SummitChico.com CODE COMPLIANCE DATE �— 3/ I % BY FOUNDATION DETAIL 3 NO SCALE SD2 NOTE: LOCATE WALL STUDS DIRECTLY BELOW TRUSSES. WALL FRAMING PER PLAN PT DF SILL AND AB PER 3/SD1 PLYWOOD AND NAILING PER PLAN SOLE NAILING PER 6/SD1 FLOOR JOIST PER PLAN EITHER E.N. L U DIRECTION. SOLID BLOCK AT 2 -0 PROVIDE 6" MIN WIDTH STEM O.C. AT PARALLEL CONDITION ONT. 2X RIM Q W BEYOND PER 4/SD2 WITH #4 TOP BLOCK SOLID AT POSTS 'J HOOKED AT EACH END AND #4 VERT 1/2" LIP AT GARAGE J 12" OC, (3) MIN PER WALL SEGMENT DOOR OPENING MULTIPLE STUDS AND HOEDOWNS WHERE REQUIRED 1/2' 1/2" ISOLATION JOINT 1/2" ISOLATION 18" MIN. / ISOLATION JOINT PER ARCH U PAVEMENT AND SLOPE JOINT BEYOND CONCRETE ELEV. PER ARCH SLAB -ON -GRADE PER PLAN. W SUBGRADE BY OTHERS f 6" MIN. AT (1) STORY, U.N.O. o ' oa' o° SLOPE PER ARCH WHERE REQ'D L Q 0 0 ONCRETE SLAB -ON -GRADE PER >" Q GRADE A INE o o °° �'F p° #4 AT 24" O.C. VERT — _ _ O L1J .I. o PLAN. SLOPE PER ARCH " O III—I I _ #4 AT 18 O.C. HOR, , —� I WHERE STEMWALL N 12" MIN 1 1/2" (2) LAYERS OF HEIGHT > 1'-6" z U CLR BUILDING PAPER _ • ____ 8" z O Q • 3" CLR---M, (2) #4 TOP AND 3" CER. _ N m BOTT, CONT THIS LINE 12" 1 STORY #4 CONT. TOP AND BOTT. z �12" - vim U.N.O. 0 SPREAD FOOTING PER Q J PLAN WHERE OCCURS /1 = w TYPICAL INTERIOR FOUNDATION DETAIL 8 TYP GARAGE DOOR OPENING FNDN DTL 5 TYPICAL FOUNDATION DETAIL 2 o _! NO SCALE SD2 NO SCALE SD2 NO SCALE o M SD2 Q r..i NOTE: LOCATE WALL STUDS DIRECTLY BELOW TRUSSES. ALL FRAMING PER PLAN PT DF SILL AND WALL FRAMING PER PLAN AB PER 3/SD1 SHEAR PER PLAN NOTE: PROVIDE 3" MINIMUM SIDE COVER FROM EACH PLYWOOD AND EDGE OF COLUMN BASE TO EACH EDGE OF SLAB. SHEAR PER PLAN NAILING PER PLAN SOLE NAILING PER 6/SD1 WHERE OCCURS-- PT DF SILL AND AB PER 3/SD1 FLOOR JOIST PER PLAN EITHER E.N. COLUMN PER PLAN -\", /2" ISOLATION JOINT DIRECTION. SOLID BLOCK AT 2'-0" POST BASE PER PLAN, O.C. AT PARALLEL CONDITION ",,—CONT. 2X RIM EN CENTERED ON FOOTING CONCRETE SLAB-ON-GRADEBLOCK SOLID AT POSTS BELOW PER PLAN. SLOPE PER SLAB -ON -GRADE PER ARCH _ SLOPE FINISHED GRADE, 6 MIN E.N. MULTIPLE STUDS AND HOEDOWNS PLAN. SLOPE AND ELEV. - - OR CONCRETE BY OTHERS, 8" MIN II ELEV. PER ARCH REVISIONS: PER ARCH AS REQ'D = = AWAY FROM FOUNDA11ON SLOPE GRADE SLOPE FINISHED AWAY FROM FNDN II 18" MIN. 8 MIN. —SLOPE AWAY ._ _ /� 18" MAX ABOVE—r._r..�.___ o o ° o Qo " FROM FOUNDATION UNDISTURBED SOIL #4 AT 24" OC VERT, #4 I ° 6 MIN. AT (1) STORY, U.N.O. OR LEVEL AT 18" OC HORIZ, WHERE — — " I 12 MIN O o 0 o COMPACTED FILL LINE STEM WALL HEIGHT > 1'-6" " #4 AT 24" O.C. VER O..Oo.O. _ - 8 #4 AT 18" O.C. HOR, -) — I #4 CONT TOP AND BOTT 12" MIN INTO WHERE STEMWALL HEIGHT > V-6" `. UNDISTURBED SOIL � � .� __ ���� � [7DATE:12/07/16 3" CLR, TYP "SPREAD FOOTING PER - - N3" CLR PLAN WHERE OCCURS 3" CLR NTS PER PLAN 12" 1 STORY #4 CONT. TOP AND BOTT. DRAWN BY: RKB NOTE: LOCATE WALL STUDS DIRECTLY BELOW TRUSSES. READ FOOTING PER JOB NUMBER: 16-249 REINF. PER PLAN PLAN WHERE OCCURS NOTE: WEATHER TREATMENT AND CORROSION PROTECTION BY OTHERS. TYPICAL POST FOUNDATION DETAIL 7 TYP EXTERIOR GARAGE WALL FNDN DETAIL 4 TYPICAL FOUNDATION DETAIL i SHEET: NO SCALE SD2 NO SCALE SD2 NO SCALE SD2 SD2 FASTENING SCHEDULE (TABLE 2304.9.1) CONNECTION FASTENING"" LOCATION 1. JOIST TO SILL OR GIRDER 3 - 8d COMMON (2 1/2" X 0.131") 4 -0 O.C. WITH (5) 16d NAILS 3 - 3" X 0.131" NAILS TOE NAIL H2.5T EA. TRUSS 3 - 3" 14 GA. STAPLES 16" 2. BRIDGING TO JOIST 2 - 8d COMMON (2 1/2" X 0.131") 2 - 3" X 0.131" NAILS TOE NAIL EACH END 2 - 3" 14 GA. STAPLES 3. 1" X 6" SUBFLOOR OR LESS TO EACH JOIST 2 - 8d COMMON (2 1/2" X 0.131") FACE NAIL 4. WIDER THAN 1" X 6" SUBFLOOR TO EACH JOIST 3 - 8d COMMON (2 1/2" X 0.131") FACE NAIL 5. 2" SUBFLOOR TO JOIST OR GIRDER 2 - 16d COMMON (3 1/2" X 0.162") BLIND AND FACE NAIL 6. SOLE PLATE TO JOIST OR BLOCKING 16d (3 1/2" X 0.135") AT 16" O.C. 3" X 0.131" NAILS AT 8" O.C. TYPICAL FACE NAIL - 3" 14 GA. STAPLES AT 12" O.C. MULTI -PLY TRUSSES SOLE PLATE TO JOIST OR BLOCKING AT 3 - 16d (3 1/2" X 0.135") AT 16" O.C. 4 - 3" X 0.131" NAILS AT 16" O.C. BRACED WALL PANELS BRACED WALL PANEL 4 - 3" 14 GA. STAPLES PER 16" 7. TOP PLATE TO STUD 2 - 16d COMMON (3 1/2" X 0.162") 3 - 3" X 0.131" NAILS END NAIL 3 - 3" 14 GA. STAPLES E.N. 8. STUD TO SOLE PLATE 4 - 8d COMMON (2 1/2" X 0.131") H2.5T EA. AS REQ'D. BY MFR., 1/8" MIN. 4 - 3" X 0.131" NAILS AT 8" O.C. TOE NAIL 3 - 3" 14 GA. STAPLES AT 12" O.C. 2 - 16d COMMON (3 1/2" X 0.162") END NAIL 3-3"X0.131"NAILS L 3 - 3" 14 GA. STAPLES 9. DOUBLE STUDS 16d (3 1/2" X 0.135") AT 24" O.C. SOLID BLOCKING 3" X 0.131" NAIL AT 8" O.C. FACE NAIL 3" 14 GA. STAPLE AT 8" O.C. AT MULTi-PLY 10. DOUBLE TOP PLATES 16d (3 1/2" X 0.135") AT 16" O.C. 2X BLOCKING AT 4'-0" O.C., 3" X 0.131" NAIL AT 12" O.C. TYPICAL FACE NAIL 3" 14 GA. STAPLE AT 12" O.C. TRUSSES DOUBLE TOP PLATES 8 - 16d COMMON (3 1/2" X 0.162" ) T&B, (3) 12d \(3) T.N. EA. END 12 - 3" X 0.131" NAILS LAP SPLICE 12 - 3" 14 GA. STAPLES DBL TOP PLATE 11. BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE 3 - 8d COMMON (2 1/2" X 0.131") 16d T.N. EA BLOCK 3 - 3" X 0.131" NAILS TOE NAIL 3 - 3" 14 GA. STAPLES PER 8/SD1 OR 12. RIM JOIST TO TOP PLATE 8d (2 1/2" X 0.131") AT 6" O.C. 3" X 0.131" NAIL AT 6" O.C. TOE NAIL 9/SD1 3" 14 GA. STAPLE AT 6' O.C. 13. TOP PLATES, LAPS AND INTERSECTIONS 2 - 16d COMMON (3 1/2" X 0.162") 3 - 3" X 0.131" NAILS FACE NAIL 3 - 3" 14 GA. STAPLES 14. CONTINUOUS HEADER, TWO PIECES 16d COMMON (3 1/2" X 0.162") 16" O.C. ALONG EDGE 15. CEILING JOISTS TO PLATE 3 - 8d COMMON (2 1/2" X 0.131") 5-3"X0.131"NAILS TOE NAIL 5 - 3" 14 GA. STAPLES SHEAR TRANSFER DETAIL 16. CONTINUOUS HEADER TO STUD 4 - 8d COMMON (2 1/2" X 0.131") TOE NAIL 17. CEILING JOISTS, LAPS OVER PARTITIONS 3 - 16d COMMON (3 1/2" X 0.162") MIN, TABLE 2308.10.4.1 4 - 3" X 0.131" NAILS FACE NAIL 4 - 3" 14 GA. STAPLES 18. CEILING JOISTS TO PARALLEL RAFTERS 3 - 16d COMMON (3 1/2" X 0.162") MIN, TABLE 2308.10.4.1 4 - 3" X 0.131" NAILS FACE NAIL 4 - 3" 14 GA. STAPLES 19. RAFTER TO PLATE 3 - 8d COMMON (2 1/2" X 0.131") 5 -3" X 0.131" NAILS TOE NAIL 5 - 3" 14 GA. STAPLES 20. 1" DIAGONAL BRACE TO EACH STUD AND PLATE 2 - 8d COMMON (2 1/2" X 0.131") 2 - 3" X 0.131" NAILS FACE NAIL 3 - 3" 14 GA. STAPLES 21. 1" X 8" SHEATHING TO EACH BEARING 3 - 8d COMMON (2 1/2" X 0.131") FACE NAIL 22. WIDER THAN 1" X 8" SHEATHING TO EACH BEARING 3 - 8d COMMON (2 1/2" X 0.131") FACE NAIL 23. BUILT-UP CORNER STUDS 16d COMMON (3 1/2" X 0.162") 24" O.C. 3" X 0.131" NAILS 16" O.C. 3" 14 GA. STAPLES 16" O.C. 24, BUILT-UP GIRDER AND BEAMS 20d COMMON (4" X 0.192") AT 32" O.C. FACE NAIL AT TOP AND 3" X 0.131" NAILS AT 24" O.C. BOTTOMSTAGGERED ON 3" 14 GA. STAPLES AT 24" O.C. OPPOSITE ENDS 2 - 20d COMMON (4" X 0.192") FACE NAIL AT ENDS AND 3 - 3" X 0.131" NAILS AT EACH SPLICE 3 - 3" 14 GA. STAPLES 25. 2" PLANKS 16dCOMMON (3 1/2" X 0.162") AT EACH BEARING 26. COLLAR TiE TO RAFTER 3 -10d COMMON (3" X 0.148") 4 - 3" X 0.131" NAILS FACE NAIL 4 - 3" 14 GA. STAPLES 27. JACK RAFTER TO HIP 3 - 10d COMMON (3" X 0.148") 4 - 3" X 0.131" NAILS TOE NAIL 4 - 3" 14 GA. STAPLES 2 - 16d COMMON (3 1/2" X 0.162") FACE NAIL 3 - 3" X 0.131" NAILS 3 - 3" 14 GA. STAPLES 28. ROOF RAFTER TO 2X RIDGE BEAM 2 - 16d COMMON (3 1/2" X 0.162") 3 - 3" X 0.131" NAILS TOE NAIL 3 - 3" 14 GA. STAPLES 2 - 16d COMMON (3 1/2" X 0.162") FACE NAIL 3 - 3" X 0.131" NAILS 3 - 3" 14 GA. STAPLES 29. JOIST TO BAND JOIST 3 - 16d COMMON (3 1/2" X 0.162") 4 - 3" X 0.131" NAILS FACE NAIL 4 - 3" 14 GA. STAPLES 30. LEDGER STRIP 3 - 16d COMMON (3 1/2" X 0.162") 4 - 3" X 0.131" NAILS FACE NAIL 4 - 3" 14 GA. STAPLES 31. WOOD STRUCTURAL PANELS AND PARTICLE BOARD.' 1/2" AND LESS 6d" SUBFLOOR, ROOF AND WALL SHEATHING (TO FRAMING) 2 3/8" X 0.113" NAIL" 19/32" TO 3/4" 8d OR 6d° 2 3/8" X 0.113" NAIL' 7/8" TO 1" 8d° SINGLE FLOOR (COMBINATION SUBFLOOR-UNDERLAYMENT OR 8d° STO FRAMING) 6d° 3/4- AND LESS 6d' 7/8" TO 1" 8d° 1 1/8- TO 1 1/4- 10d' OR 8d' 32. PANEL SIDING (TO FRAMING) 1/2" AND LESS 6d' 5/8" 8d 33. FIBERBOARD SHEATHING' 1/2" No. 11 GAGE ROOFING NAIL" 6d COMMON NAIL (2" X 0.113") No. 16 GAGE STAPLE' 25/32" No. 11 GAGE ROOFING NAIL" 8d COMMON NAIL (2 1/2" X 0.131") No. 16 GAGE STAPLE' 34. INTERIOR PANELING 1/4" 4d1 3/8" 6d` a. Common or box naps are permrttea TO oe usea except where VLFM[wiac awicu. b. Nails spaced at 6 inches on center at edges, 12 inches at intermediate supports except 6 inches at supports where spans are 48 inches or more. For nailing of wood structural panel and particleboard diaphragms and shear walls, refer to Section 2305. Nails for wall sheathing are permitted to be common, box or casing. c. Common or deformed shank (6d - 2" x 0.113"; 8d - 2 1/2" x 0.131"; 10d - 3" x 0.148") d. Common (6d - 2" x 0.113"; 8d -21/2"x0.131"; 10d -3"x0.148") e. Deformed shank (6d - 2" x 0.113"; 8d - 2 1/2" x 0.131"; 10d - 3" x 0.148") f. Corrosion -resistant siding (6d - 1 7/8" x 0.106"; 8d - 2 3/8" x 0.128") or casing (6d - 2" x .099"; 8d - 2 1/2" x 0.113") nail g. Fasteners spaced 3 inches on center at exterior ridges and 6 inches on center at intermediate supports, when used as structural sheathing. Spacing shall be 6 inches on center on the edges and 12 inches on center at intermediate supports for nonstructural applications. h. Corrosion -resistant roofing nails with 7/16 Inch diameter head and 1 1/8 inch length for 1/2 inch sheathing and 1 3/4 inch length for 25/32 sheathing. i. Corrosion -resistant staples with nominal 7/16 inch crown and 1 1/8 inch length for 1/2 inch '.sheathing and 1 1/2 inch length for 25/32 sheathing. Panel supports at 16 inches (20 inches if strength axis in the long direction of the panel, unless otherwise marked). I Casing (1 1/2" x 0.080") or finish (1 1/2" x 0.072") nails spaced 6 inches on panel edges, 12 inches at intermediate supports. k. Panel supports at 24 inches. Casing or finish nails spaced 6 Inches on panel edges, 12 inches at intermediate supports. I. For roof sheathing applications, 8d nails (2 1/2" x 0.113") are the minimum required for wood structural panels. m. Staples shall have a minimum crown width of 7/16 inch. n. For roof sheathing applications, fasteners spaced 4 inches on center at edges, 8 inches at intermediate supports. o. Fasteners spaced 4 inches on center at edges, 8 inches at intermediate supports for subfloor and wall sheathing and 3 inches on center at edges, 6 inches at intermediate supports of roof sheathing. p. Fasteners spaced 4 inches on center at edges, 8 inches at intermediate supports. TYPICAL FASTENING SCHEDULE 10 NO SCALE SD3 NOTES: 1.) WATERPROOFING, FLASHING, VENTING, AND DRAINAGE BY OTHERS. 2.) PREDRILL SDS SCREW HOLES WITH 5/32" BIT AS REQ'D TO PREVENT SPLITTING. ---SHEAR PER SWS TYPE "6", TYP ENTIRE GABLE ` 16d AT 8" O.C. E.N. SA34 EA. SIDE OLID BLOCK ROOF PLY AND IZNAILING PER PLAN TRUSS BY OTHERS FRAMING PER 2/SD3 TOP PLATE PER 8/SD1 OR 9/SD1 WALL FRAMING PER PLAN TYPICAL TRUSS DETAIL NO SCALE MSTA18 STRAP AT SPLICES, U.N. 0 O 0 0 SIMPSON COLUMN 0 CAP PER PLAN o TYPICAL BEAM DETAIL NO SCALE 1/2 STRAP �_ LENGTH NOTCH BEAM AT PERPENDICULAR BEAM PER PLAN PLATES, WHERE OCCURS LSTA18 E.S., UNO. 2X LEDGER WITH (3) 16d AT 16" O.C. TRUSS BY OTHERS ,,,HUS HGR, U.N.O. CONT. 2X6 LEDGER WITH (2) 1/4" DIA. SDS SCREWS WITH 1 1/2" EMBED (2" EMBED WHERE PLY OCCURS) AT 16" O.C. .N. SHEAR PER PLAN WHERE OCCURS (� I 7 AM SPLICE AS OCCURS `BEAM PER PLAN POST PER PLAN Mal so MSTA24 STRAP AT PARALLEL TOP PLATE, UNO /TOP PLATE PER 8/SDI OR 9/SD1 (2) 16d NAILS, TYP WALL FRAMING PER PLAN TRIMMER/S POST PER PLAN TYPICAL TOP PLATE -BEAM DETAIL NO SCALE SD3 BOTTOM CHORD OF TRUSS BY OTHERS, NON-BEARING WALL SIMPSON STC CLIP AT EACH TRUSS __--1 /2" GAP WALL PERPENDICULAR TO TRUSS SIMPSON DTC CLIP AT EACH TRUSS 1/2" GAPS TRUSS BY OTHERS, TYP NON-BEARING WALL 2X4 BLOCK AT 4'-0" O.C. WITH (2) 16d EACH END WALL PARALLEL TO TRUSS TYPICAL NON-BEARING WALL DETAIL NO SCALE ROOF PLY AND NAILING PER PI RBC CLIP PER SHEAR WALL SCHEDULE, OTHERWISE 4'-0" O.C., TYP� E.N TRUSS BY OTHER 6 SD3 PROVIDE GAP BETWEEN PANELS AS REQ'D. BY MFR., 1/8" MIN. ROOF PLY AND NAILING PER PLAN 77\r 2X4 OVERFRAMING AT 24" O.C. (3) 16d ROOF PLY TOENAILS, AND NAILING TYP PER PLAN 2X4 WITH 16d NAILS E.N. PLY AT; AT 12" SLEEPER, '= O.C., TYP TYP T T T T T T T 2X SLEEPER WITH (3) 16d RAFTER OR NAILS AT EA TRUSS PER RAFTER OR TRUSS PLAN, TYP 2X4 VERT. AT 24" O.C. WITH (4) 16d TOP AND (2) 16d TOENAILS BOTT., TYP TYPICAL OVERFRAM I NG DETAIL NO SCALE ROOF PLY AND NAILING PER PLAN -0" MAX FASCIA BY t•N. OTHERS 3 16d TOENAILS E N _-E.N. /() 1 N. 2X6 FLAT OUTLOOKER AT NOTE: 24" O.C., NOTCH CONTRACTOR SHALL VERIFY NOTCH PLY AND TOP 1 DEPTH AND LOCATION WITH TRUSS CHORD TO MFR. PRIOR TO CUTTING. SEAT OUTLOOKER 1 ADDED H2.5T EA. GABLE END TRUSS AND (2) AT TRUSS BY OTHERS ADD 2X4 FLAT TO MULTI -PLY BRACES LONGER TRUSSES, WHERE SHEAR ENTIRE WALL THAN 6'-0" WITH DISCONTINUOUS PER SWS TYPE "6"- 16d AT 12" O.C. TRUSS OCCURS SOLID BLOCK 2X6 BRACE AT A35 CLIP PER SHEAR WALL " NO SCALE E.N. 2X BLOCKING PER ARCH WHERE REQ'D FASCIA BY OTHERS PANEL BLOCK BY OTHERS WITH (2) 16d TOENAILS TO TOP AND BOTT. TRUSS CHORD, TYP EACH SIDE E.N. SHEAR PER PLAN ROOF PLY AND NAILING PER PLAN -A34 CLIP E.S. OF EACH TRUSS A35 CLIP EA. PANEL BLOCK `H2.5T EA. TRUSS '\TOP PLATE PER 8/SD1 OR 9/SD1 SD3 ROOF TRUSSES BY OTHERS `-WALL FRAMING PER PLAN NOTE: LOCATE WALL STUDS DIRECTLY BELOW TRUSSES. TYPICAL STANDOFF HEEL EAVE DETAIL 4 NO SCALE SD3 NO SCALE SD3 PERMIT # /.3/6 BUTS COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DATE ROOF PLY AND NAILING PER PLAN RBC CLIP PER SHEAR WALL SCHEDULE, ROOF TRUSSES OTHERWISE 4'-0" O.C., TYP. BY OTHERS E.N SOLID BLOCKING H2.5T EA. TRUSS AND (2) AT MULTI -PLY TRUSSES E.N. FASCIA BY OTHERS TOP PLATE PER 8/SD1 OR 9/SD1 ...................._ SHEAR PER PLAN BEAM PER PLAN, WHERE OCCURS WALL FRAMING PER PLAN NOTE: LOCATE WALL STUDS DIRECTLY BELOW TRUSSES. TYPICAL EAVE DETAIL 1 NO SCALE LSD3 QOpVESS/0477 C,D F� rNo. 7 � 8"1 * Exp 6/30/18 �q 'OF CALF 12/07/16 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS 1 383 Rio Lindo Ave. Suite 200 Chico, CA 95926 P. 530.592.4407 SummitChico.com V) Q W u 0 LU 1 J < Uj J J VO Z� WO _ 0 W Q �O U zCr OQ m J z �O J ( ) W = �+ z J o O Qm U REVISIONS: DATE: 12/07/16 SCALE: NTS DRAWN BY: RKB JOB NUMBER: 16-249 SHEET: SD3 SOLID BLOCK WITH �12d AT O.C. WITH 12d Al 16" O.C. SCHEDULE, OTHERWISE 4 -0 O.C. WITH (5) 16d NAILS H2.5T EA. TRUSS 16" 4'-0" O.C., TYP. EACH END AND (2) AT - MULTI -PLY TRUSSES E.N. PROVIDE GAP BETWEEN PANELS • E.N. H2.5T EA. AS REQ'D. BY MFR., 1/8" MIN. • 1/2- APA RATED TRUSS AND (2) L SOLID BLOCKING SHEATHING WITH 8d AT 6" AT MULTi-PLY E.N., TYP 2X BLOCKING AT 4'-0" O.C., O.C. E.N. AND 12" O.C. F.N. TRUSSES DBL TOP PLATE PER T&B, (3) 12d \(3) T.N. EA. END BEAM PER PLAN DBL TOP PLATE 8/SD1, OR 9/SD1 16d T.N. EA BLOCK SHEAR PER PLAN-- PER 8/SD1 OR 9/SD1 SHEAR ENTIRE WALLL"-,-WALL PER SWS TYPE "6" - FRAMING PER PLAN NOTE: LOCATE WALL STUDS DIRECTLY BELOW TRUSSES. OVERHANG SHEAR TRANSFER DETAIL 5 TYPICAL GABLE END TRUSS DETAIL F2 NO SCALE E.N. 2X BLOCKING PER ARCH WHERE REQ'D FASCIA BY OTHERS PANEL BLOCK BY OTHERS WITH (2) 16d TOENAILS TO TOP AND BOTT. TRUSS CHORD, TYP EACH SIDE E.N. SHEAR PER PLAN ROOF PLY AND NAILING PER PLAN -A34 CLIP E.S. OF EACH TRUSS A35 CLIP EA. PANEL BLOCK `H2.5T EA. TRUSS '\TOP PLATE PER 8/SD1 OR 9/SD1 SD3 ROOF TRUSSES BY OTHERS `-WALL FRAMING PER PLAN NOTE: LOCATE WALL STUDS DIRECTLY BELOW TRUSSES. TYPICAL STANDOFF HEEL EAVE DETAIL 4 NO SCALE SD3 NO SCALE SD3 PERMIT # /.3/6 BUTS COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DATE ROOF PLY AND NAILING PER PLAN RBC CLIP PER SHEAR WALL SCHEDULE, ROOF TRUSSES OTHERWISE 4'-0" O.C., TYP. BY OTHERS E.N SOLID BLOCKING H2.5T EA. TRUSS AND (2) AT MULTI -PLY TRUSSES E.N. FASCIA BY OTHERS TOP PLATE PER 8/SD1 OR 9/SD1 ...................._ SHEAR PER PLAN BEAM PER PLAN, WHERE OCCURS WALL FRAMING PER PLAN NOTE: LOCATE WALL STUDS DIRECTLY BELOW TRUSSES. TYPICAL EAVE DETAIL 1 NO SCALE LSD3 QOpVESS/0477 C,D F� rNo. 7 � 8"1 * Exp 6/30/18 �q 'OF CALF 12/07/16 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS 1 383 Rio Lindo Ave. Suite 200 Chico, CA 95926 P. 530.592.4407 SummitChico.com V) Q W u 0 LU 1 J < Uj J J VO Z� WO _ 0 W Q �O U zCr OQ m J z �O J ( ) W = �+ z J o O Qm U REVISIONS: DATE: 12/07/16 SCALE: NTS DRAWN BY: RKB JOB NUMBER: 16-249 SHEET: SD3