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B17-1468 063-310-011
ABBREVIATIONS AND Ca, AT C CFNTF. RLINF d PENNY # POUND %NUMBER P PROPFRTY LINE 0 ROUND%DIAMETER A,B. ANCHOR BOLT ABV ABOVE AC AIR CONDITIONING ACC ACCESS AC•.T. ACOUSI ICAL TILE (CLO) AFF ABOVE FINISH FLOOR A.D. AREA DRAIN ADD ADDENDUM ADH ADHESIVE ADJ ADJUSTABLE AGG AGGREGATE A.H.U, AIR HANDLING UNTT ALT ALTERNATE ALUM ALUMINUM A.P. ACCESS PANEL APX ,APPROXIMATE. ARCH. ARCHITECT(URAL) ASPH ASPHALT A.T. ASPHALT TILE ALTO. AUTOMATIC AVE AVERAGE A6VNG AWNING D 1336 36" WIDE BASE CAB. jJ BA BATHROOM BD BOARD BE BI-FOLD(DOOR) BIT. BITUMINOUS BLKG BLOCKING BLDG BUILDING BLK BLOCK (CMUs) BLKG BLOCKING BM BEAM B.M. BENCH MARK BP BI-PASS(DOOR) BRG BEARING BRK BRICK B.S. BOTH SIDES BSMT BASEMENT BTM OR BOT BOTTOM RTW N BEI . WEEN B.U.R BUILT LP ROOF BVL BEVELED B.W. BOTH WAYS CAB CABINET C.B. CATCH BASIN CEM CEMENT CER CERAMIC CF CUBIC FOOT CRAM CHAMFER C.I. CAST IRON C.I.F. CONC, CAST -IN-PLACE CONC, CIR CIRCLE CIRC CIRCUMFERENCE C.J. CONTROL JOINT OR CONSTRUCTION JOINT CK CALK(ING) CAULK(TNG) CL CLOSET OR CENTER LINE CLG CEILING CLR CLEARANCE) CLS CLOSURE OR CLOSER (DOOR) CM CENTLMFTF,R(S) CMU CONCRETE -MASONRY UNIT C.O. CASED OPENING COL COLUMN COMB C0,1 BINATION CONC CONCRETE COND (AC)CONDENSER CONST CONSTRUCTION CONI CONTINUOUS CONTR CONTRACTOR CORR CORRUGATED CPR COPPER C OR CPT CARPET CRS COURSE(S) CR C ORROSJON RESISTANT CSMT CASEMENT CST. CAST STONE C.T. CERAMIC TILE CT'R CENTER OR COUNTER CX CONNECTION CY CUBIC YARD D 12"D 1—DEEP ➢ DRYER.ORDRAIN DBI, DOUBLE. DECO DECORATIVE DEM DEMOLISH, DEMOLITION DEP DEPRESSED DET DETAIL Q.F. DRINKING FOUNTAIN DII DOUBLE HUNG D1AM DTA.METER ➢TAG DIAGONAL DIM DIMENSION DISP DISPOSAL DLV DIA ERTER D.L. DEAD LOAD DN DOWN (STAIRS) D.P. DAMP-PROOFTN6 ➢R DOOR DRY DRYER MACHINE DS DOWNSPOUT R'S DRAWER STACK (CABINET) D.T. DRAIN TILE DTL DETAIL DW DISH WASHER DWG DRAWING DW'R DRAWER E EAST EA EACH EB EYEBROW (FLAT ARCH) E.F. EACH FACE E.J. EXPANSION JOINT ELEV ELEVATION ELEC F,LECTRIC(AL) SNCL ENCLOSURE E.P. ELECTRICAL. PANEL. EQ EQUAL EST ESTIMATE E.W.C. ELECTRIC WATER COOLER F,XG EXISTING EXII EXHAUST EXT EXTERIOR FFA FIREALARM FAS FASTEN ER (T FAU FORCED AIR U F.B. FACE BRICK F.B.O. FURNISHED B F.D. FLOOR DRAIN F.E, FIRE EXTLNGUT F.F. FINISH I FLOOR F.G. FINISHED GRA FGL FIBERGLASS FIN FINISH FLG FLASHING FLR FLOOR(TNG) FL FLORESCENT(LI FN FENCE END FOUNDATION F.O. FACE OF F.O.S. FACE OF STC FP FIREPROOF FPL FIREPLACE, FR FRAME(D)(tNG) FS FULL SIZE FT FOOT i FEET FTG FOOTING FUR FURRED(ING) FX FIXED GLASS (� GLA GAUGE �J GALV GALVANIZED GAR GARAGE G.B. GYPSUM (WALL G.C. GENERAL CON" GD GRADEORGRA G.D.O. GARAGE DO GFl GROt;N'DFAUL GL GLASS OR GLAZ. GT:.BK. GLASS BLO G.I. GALVANIZED 1 GSM GALVANIZED GT GROUT GYP GYPSUM GYP BD GYPSUM B H42"FI 42" HIGH (W'AL HB HOSE BIBB ILC. HOLLOW CORE FID HEAD OR HARD H.D. HEAT DETECT HDR HEADER IIDW HARDWARE HGT HEIGHT' H.M. HOLLOW MET: HORZ HORIZONTAL la HOUR H.R. HALF ROUND HS HORIZONTAL SL HTG HEATING HVAC HEATING/VE MWD HARDWOOD( I.B. iRONINGBOAR I.D. INSIDE DT.AMET T.L.O. TN LIEU OF T.M. INSULATED ME INS OR INSUL INSU ENT INTERIOR JAN JANITOR J .FST JOIST (FLOOR O JT JOINT TJ KD KNOC KDO'WN KIT KITCHEN KO KNOCKOUT KPL KICKPLATE 0; l KIS KNEE SPACE L LENGTH LA LAUNDRY LAM. i AMT.NATE(A LAV LAVATORY (SI L.B O. LOCATION B LIV LIVING L.L. LIVE LOAD L.P. LA.MINATF,DPL LT LIGHT L.T. LAUNDRY TUB Lft, LINTEL LLM LUMINOUS LVL LAIM VENEER LVR LOUVER MM METER(S) MAX MAXIMUM MAS MASONRY M.ATL MATERIAL MBA MASTER BATT MBD MASTER BEDI NIC MEDICINE CAB MF.CH MECHANIC MED !MEDIUM MET METAL MIR. MANUPACTU 10H MANHOLE MIN MINIMUM MIR MIRROR MISC MISCELLANE MILD MOLDING MM MILLIMETER MMB MEMBRANE M.O. MASONRY OP MOD MODULAR MRB MARBLE MTL METAL MT MOUNTED(ING MULL MULLION 0 NN NORTH N.I.C. NOT IN CONT NL NAILABLE NG NATURAL GRA NO NUMBER NOM NOMINAL N.T.S. NOT TO SCA N.G.V.D. NAT. GEO O OA OVERALL OBS OBSCURE(GL O.C. ON CENTER O,CAB, OVERHEAD O.D. OUTSIDE DIA, O.G.D. OVERHEAD OR OVERHEAD GA 16..d I I d..XBY Ro M. 4525 WILDER DRIVE - FOREST RANCH - CA 95965 - BUTTE COUNTY Periods only used on one word abbreviations, if the abbreviation NIP sHER LINE) DE p OR CK RON BO OR L T CE€LP.VG) LUMBER } R LE METER is a different word by itself; e.g. ARCH., BIT., and LAM. Periods are usually used when abbreviating multiple words, unless they are very common without periods; e.g. AFF, HVAC, R/A, and WWM, SQ. FT. PAR PARALLEL YES / P.BD. PARTICLEBOARD 600 P.B. PUSH BUTTON 5.33 ACRES PC, CONC. PRECAST CONCRETE, YOTHERS PDR POWDER P.E. PORCELAIN ENAMEL PED PEDESTAL (SINK) 763 PERI PERIMETER 69 PKG PARKING PL PLATE (HEIGHT) P.LA:M. PLASTIC LAMINATE PLAS PLASTER ANL PANEL GHT) PNT PAINT(ED) P.O.C. POINT OF CONNECTION PR PAIR (OF') PREFAB PREFABRICATED PSF POUNDS PER SQUARE. FOOT PSI POUNDS PER SQUARE; INCH PT:N PARTITION P.T. PRESSURE TREATED (WOOD) PV PAVE(D) OR PAVING PVC; POLYVINYLCHLORIDE(PIPE) PVMT PAVEMENT PWD PLYWOOD QQ.T. QUARRY TILE R RISER (ON STAIRS) R RAG RETURN AIR GRILL ) BOARD R.B. RUBBER BASE TRACTOR RAD RADIUS DING RBL RUBBLE OPENER R.D. ROOF DRAIN TINTERRUPTER REF REFERENCE ING REFR REFRIGERATOR REG REGULAR REQ REQUIRED SHEET METAL RES RESILIENT REV REVISION(S). REVISED REFNF REINFORCED(ING) REG ROOFING RJ.B. REINFORCED JUNCTION BOX L) REG RAILING R&M RANGE W? MICROWAVE RM ROOM R.O. ROUGH OPENING OR HEAVY DUTY R.O.W. RIGHT OF WAY S SOUTH SC SOLID CORE (DOOR) SCH SCHEDULE SD SMOKE DETECTOR SEC SECTION WINDOW) SERV SERVICE TDER S.F. SQUARE FEET SF.GL. SAFETY GLASS NTI ATINGlAIR GOND. S.G.D. SLIDING GLASS DOOR FLOORS) SH SINGLE HUNG OR SHELF(VING) SHT (DRAWING) SHEET D ER SHTHG SHEATHING STM SIMILAR TAL SKI, SKYLIGHT ATED(TION) SL SLOPE. SLIDING SNT SEALANT S&P SHELF AND POLE SPC SPACER R ROOF) SPEC SPECIFICATIONS SPK (AUDIO)SPEAKER(S) S.ST. STAINLESS STEEL STD STANDARD STG OR STO STORAGE STL STEEL DOOR) STR STRUCTURAL SQ SQUARE SUS SUSPENDED S.W. SHEAR WALL SYM SYMBOL SIDES S&P SING EHSF ELF POLE NK) 2S&2P DOUBLE SHELF ' DOUBLE POLE Y OTHERS 2S&IP DOUBLE STIFLE t SINGLE POLE T TREAD (AT STAIRS) OR TILE ASTIC 7' T.B. TOWER BAR T.B.D. TO BE DETERMINED TC TERRA COTTA T.C.J. T ROWELED CONTROL JOINT TEMP. TEMPERED (GLASS) (BEAMS) T&G TONGUE & GROOVE TEL TELEPHONE THK THICKNESS) THR THRESHOLD T.O.C. TOP OF CURB T.O.F. T'OP OF FOUNDATION T.O.M. TOP OF MASONRY I T.O.W. TOP OF WINDOW' ROOM TR ORT'RN T'RANSONI(WINDOW) INET TP TOILET PAPER HOLDER TV 'TELEVISION OUTLET OR LOCATION IYP TYPICAL � T LC Utii `DERCUT(DOOR) RER UUNF UNFINISHED U.N.O. UNLESS NOTED OTHERWISE VB VANITYBASE OUS V.B. VAPOR BARRIER VB36 36" WIDE VANITY BASE VERT VERTICAL VEST VESTIBULE ENING VTN (SHEET)VINYL V.S. VEGETABLE SINK V.T. VINYLTILE V.T.R. VENT THRU ROOF MULLED(� % W3630 36"W X 30"H WALL CAB �/ � W WIDE / WASHING MACHINE' WEST WC WATER CLOSET RACT WD WOOD WDW WINDOW DE WF WIDE FLANGE (STEEL BEAM) WH WATER HEATER W.H. WALI. HUNG WT WROUGHTTRON DETIC VERTICAL DATUM WIC WUK-IN CLOSET Wi W/O WITH OR WITHOUT WP W'ATERPROOF(ING) ASS) W.R. WATER RESISTANT W.S. WATER SOFTENER CABINET WSCT WAINSCOT. W.W. WALL TO WALL r GARAGE DOOR WWF WELDED WIRE FABRIC. W'AVM WELDED WIRE,NFESH OPNG OPENING OPT OPTIONAL OSA OUTSIDE AER OSB ORIENTED STRANDBOARD NOTES 1. THE GENERAL CONTRACTOR AND ALL SUB -CONTRACTORS SHALL CAREFULLY AND THOROUGHLY EXAMINE THE PROJECT SITE FIELD VERIFY AIL CONDITIONS, NS , 3 FEATURES OF TFIE „- E VARIOUS EAIL S N F• THE "I GRADES, ELEVATIONS DIMENSIONS O I THE EXISTING SITE DRAWINGS Rr'ITI. ...TALL COMPARE THE . ' 'T SITE, AND SI C PROJLC S CONDITIONS. DISCREPANCIES SHALL BE REPORTED IMMEDIATELY TO THE ENGINEER, ARCRITECT OR DESIGNER IN WRITING, BEFORE BEGINNING WORK. 2. THE GENERAL CONTRACTOR, AND ALL SUR -CONTRACTORS, SHALL, REVIEW AND THOROUGHLY EXAMINE AND FAMILIARIZE THEMSELVES WITTI ALL ELEMENTS AND CONDITIONS IN THE CONTRACT DRAWINGS AND SPECIFICATIONS. THE GENERAL, CONTRACTOR, AND ALL SUIT -CONTRACTORS, SHALL VERITY ALL DIMENSIONS ON THE DRAWINGS. ANY DISCREPANCIES AND i OR CONDITIONS NEEDING CLARIFICATION SHALL 13E REPORTED IMMEDIATELY TO THE ENGINEER, ARCHITECT OR DESIGNER IN WRITING, BEFORE BEGINNING WORK, 3. ALL CONSTRUCTION. FABRICATION AND INSTALLATIONS SHALL CONFORM TO TLIE LATEST ADOPTED EDITIONS OF THE C.B.C., C.M.C., C.P.C., C.E.C. & ANY FEDERAL, STALE AND LOCAL CODES, REGULATIONS AND ORDINANCES OF T -FIE GOVERNING AGENCY HAVING JURISDICTION OVER THE PROJECT. SUCH APPLICABLE CODES, ETC., ARE THOSE WHICH ARE IN EFFECT AT TI TE TIME TI IE 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. DUI; TO REPROGRAPHIC PROCESSES,THESE PLANS MAY NOT BE A(CURATE AND TO SCALE. ALL DIMENSIONS SHALL TAKE PRECEDENCE OVER SC1%LF SHOWN AND, IN NO CASE, SHALI- WORKING DIMENSIONS BE SCALED FROM PLANTS, S1 CTIONS, E ELEVATIONS OR DETAILS. 6. THE STRUCTURAL.., MECHANICAL, PLUMBING, AND ELECTRICAL, DRAWINGS ARE SUPPLEMENTARY TO THE ARCHITECTURAL DRAWINGS. SHOULD "ITIERE 13E ANY DISCREPANCY BETWEEN THE VARIOUS DRAWINGS, IT SHALL BE BROUGHT TO THE ENGINEER, ARCHITECT OR DESIGNER'S ATTENTION FOR CLARIFICATION, 7. THE CONTRACTOR SHALL COORDINATE WITH THF. OWNER'S REPRESENTATIVE FOR INSTALLATION OF SPECIAL MANUFACTURING EQUIPMENT NOT SHOWN IN THESE DRAWINGS. 8, 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 TP ESE 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, SHAIA, BE "� RESPONSIBLE FOR THE ENFORCEMENT OF ALL REQUIREMENTS T. S AN D REGULATIONS AND SHALL PERFORM ALL WORK ON THIS PROJECT IN COMPLIANCE: WITH THE STATE OF CALIFORNIA. OCCUPATIONAL. SAFETY AND HEALTH ACT. It. AS REQUIRED, -THE GENERAL CONTRACTOR, AND SUB-CONIRACTORS, SHALL CLEAN, PATCH AND / OR REPAIR ALL SURFACES DAMAGED BY DEMOLITION OR ALTERATION OF WORK, AS ASSOCIATED WITH EACH. TRADE. 12. THE GENERAL CONT.RACTOR., AND SUB -CONTRACTORS, SHALT. BE RESPONSIBLE FOR THE REMOVAL OF ALL DEBRIS FROM THE BUILDING; PREMISES, AS ASSOCIATED WITH EACH TRADE. BUILDING TRASII RECEPTACLES ARE NOT TO BE USED FOR CONSTRUCTION DEBRIS. 13. FURNITURE & FIXTURES TO BE FURNISHED 13Y OWNER, INSTALLED BY CONTRACTOR. LEGEND ® EARTH ELEVATION KEY OR SECTION KEY SHEET NUMBER SAINT) OR GRAVEL FILL 2X4 WOOD STUD WALLS. U.N.O DETAIL NUMBER OR SECTION KEY SHEET NUMBER EXISTING WALLS. U.N.O. 2X6 WOOD STUD WALLS, U.N.O. ANGLE fil ® BRICK, L.N.O. aNOTE NUMBER : "a••..v...: CONCRETE iREVISION NUMBER (DELTA) A SHEET NUMBER D I-1 B C ELEVATION'LETTER DIMENSIONAL LUMBER BLOCKING ® INSULATION SEE WALI, SCHEDULE ON CONSTRUCTION DOCUMENTS FOR WALLS NOT LISTED ON THIS SCHEDULE. PROJECT INFORMATION THE PROJECT SHALL COMPLY WITH THE FOLLOWING BUILDING CODES: BUILDING )DE' BASED ON 2015 CALIFORNIA 1 C C( { CALIFORNIA RESIDENTIAL CODE (BASED ON 2015 IRC,) - CALILORNIA �RELN AUTLDINC, STANDARDSC(7DF, r (BASED ON 2015 UPC CALIFORNIA PLUMBINGC,t. llL (B S ) CALIFORNIA .MECHANICAL, CODE (BASED ON 2015 UMC) CALIFORNIA ELECTRICAL. CODE (BASED ON 2014 NEC) CALIFORNIA ENERGY STANDARDS, TITLE 24 CALIFORNIA FIRE CODE (BASET) ON 2015 IFC) ALL OTHER APPLICABLE STATE, COUNTY AND LOCAL. CODES 2016 EDITION 2016 EDITION 2016 EDITION 2016 EDITION 2016 EDITION 2016 EDITION 2016 EDITION 2016 EDITION SQUARE FOOTAGES V -B -. STORIES SQ. FT. CONDITIONED AREAS: YES / ROOMS 104,106 & 107 600 LOT AREA 5.33 ACRES NON -CONDITIONED AREAS: ROOMS 101. 102 103 & 105 763 COVERED PATIO 69 COUNTY ASSESSOR INFORMATION OCCUPANCY GROUP RYU CONSTRUCTION V -B -. STORIES 1 FIRE SPRINKLERS ,.. I, ,. YES / LAND USE RESIDENTIAL/AGRICULTURE LOT AREA 5.33 ACRES DESIGNER / ENGINEER HAS REVIEWED THE TRUSS SUBMITTAL AND ALL LOADING DESIGN CRITERIA HAVE BEEN MET 1. NEW DETACHED GARAGE WITH HOBBY ROOM WITH PARTIALLY CONDITIONED AREAS. 2. STRUCTURE TO COMPLY WITH BUTTE COUNTY'S BUILDING/, MATRIX FOR ACCESSORY USES. 3. AS PER TILE BUILDING MATRIX, THE BUILDING SHALL BE TREATED AS AN R3 STRUCTURE. 4, AS PER THE MATRIX THE WORKOUT AREA (ROOM #107) WILL TREATED AS BEDROOM. 5. THE DARKROOM AREA (ROOM #104) IS A :PHOTOGRAPLIIC FILM PROCESSING ROOM: A. PHOTOGRAPHIC FILM WILL BE DEVELOPED AND PRINTED B. PHOTOGRAPHIC PAPER WELL BE PRINTED, DEVELOPED AND DRIED C. THE COUNTER IS NOT A "WET :BAR" :IT IS A WORKING SURFACE TO HOLD PHOTOGRAPHIC FILM AND PAPER TRAYS. IT WILL ALSO HOLD THE PHOTOGRAPHIC ENLARGER. E. THE SINK IS FOR. WASHING & RINSING OF PHOTOGRAPHIC TRAYS AND RELATED TOOLS TO THE PHOTOGRAPHIC FILM DEVELOPING AND PRINTING r PROCESS. 6. IAC; ONE MINI -SPLIT HEAT PUMP WILL BE INSTALLED WITH THREE HEADS OR CASSETTES. SEE KEYNOTE SCHEDULE, KEYNOTE., #11 ON SHEET ALO 7. A DEE-D RESTRICTION AIWA LIMITED USE EAC'ILITY MUST BE RECORDED TO LIMIT THE USE OF THE HOBBY ROOM. THIS AREA MAY NOT BE USED FOR HABITABLE SPACE UNTIL BUILDING PERMITS ARE OBTAINED TO CHANGE THE; OCCUPANCY. TFIE :DEED RESTRICTION WELL STATE THE "I -LOBBY ROOM", SI-IALL NOT BE USED FOR LIVING, SLEEPING, OR EATING. THIS DEED RESTRICTION WILL BE PREPARED BY BUTTE COUNTY AND SHALL BE SIGNED, NOTARIZED, AND RECORDED BY THE PROPERTY OWNER. SHEET INDEX CS COVER SHEET GN2BUTTE COUNTY GREENCODE CHECKLISTT ZIA EN I ENERG C LC 1ftA-T0N`S (T(l`I CO.0 SITE PLAN ALO FLOOR PLAN A2.0 EXTERIOR ELEVATIONS A3.0 ROOF & ELECTRICAL PLAN A4.0 DIMENSIONED FRAMING PLAN & FOUNDATION / BRACE WALL PLAN SDI DETAILS SD2 DETAILS PUTM c()Ty 'AUG2 3 2017 DEVELOPMENT SERVICES� 60— ` ( t t V_c Z till ki,11111-1b 1. 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 .... .... ,. ., , . ........ ........ ...... 2. AUTOMATIC RESIDENTIAL FIRE SPRINKLERS. TO BE INSTALLED AS PER C.R.C. 1 3. A COPY OF THE VESTING GRANT DEED FOR THE PROPERTY SO THAT BUTTE COUNTY MAY PREPARE THE DEED RESTRICTION AS PER. SCOPE OF PROJECT NOTE # 7. FNo. DATE BY Q 08/14/17 MMR Plan Ck. , �iiai i aaa /aai ,ya W Y chair %alai fir } r/M //// I z� dN- U � U W v) U Q H w cu tet' W v� 0 U MMR CHE-C'K61) BY ) I7ATr-, 1 07-18-17 SC'ALIi AS SHOWN JOB NO - 017 -015 S HEf ET SIGNATURE ------------ FASTENING SCHEDULE NO. CONNECTION C A-11,1 FASTENIN , LOCATION I fols I, to S) I. I.. (.)RGIRDEJ� ',-8d(�O.kl'.�,ION(2i"NO.131") TOENAIL � 3 - 3" x 0.131"NAII,S 3 - 3" 14 GA6E STAPLES 2 BRI D(ANG, -TO JOIS I __1 - 8d CONIMON (2;" .-, 0. 13 1 ") TOENAIL. FACT I FN 1) 2-3"x0,J3I"NAIT..S 2 - 3 " 14 GAGE STAPLES 3 1 " X 6" SUI3F1,OOR OR ll 2 - 8d COMMON (2�" x 0. 13 1 ") FACE NAIL I 'TO I-ACfl JOIST .. 4 . WIDER TITAN I " X 6" SUBFLOOR 3 - Sd COM MON (24" x 0. 131 ") FACE NAIL TOEACJTJOISr 5 2" SUBFLOOR TO JOIST OR GIRDER 2 - 16d COMNION (3�" x 0. 162,,) BLIND & FACE NAT 1, 6 __ __ __ SOLE PLATE, TOJOIST OR BIXXXING I6d(3�".x0.135")A_I 16"CF.C. TYPICAL FACE NAT[. 3"x0.13I"NAII.SAT8"O.C. 3" 14 GAGE STAPLES SOLF PLATFA-CFJOIS I OR Bt.00KTN(J 3 I's" I I - -, 3 � I 6d (3�" x 0, ' - ) A- 6 O.0 BRACED WAH. PANELS 4 - 1" x 0.1 3 1 " NAII,S, AT 16" O.C. 1 4 - 3" 14 C`�Mif.'S'l APLFS A'I 16" O.0 7 TOPPI-ALETOSTUT) 2 - l6d COMMON (3�'x 0. 1 62") ENDNAIL. 3 - 3" x0.111"NAILS 3 - 3" 14 GAGE STAPLES 8 STUDTO SOLE'PLATF ' - 4 - M COMM ON ('2j" X 0. 131 ") 1 TOENAIL. 4 - 3:'x 0.1 3 1 " NAILS 3 - I' 14 GAGE STAPLES s rUDT0 SOLE'PLATE 2 - l6d COMMON (3�'x 0. 135") END NAIL 3 - 3" x 0. I I I " NAILS 1 3 - 3 " 14 GAGE S rAJ?JA.`,S 9 DOUB11 STUDS 16d COMMON (.*'x 0. 135") 24" O.c. 1 FACE NALL, 3:: x 0.131" NAIL, AT12" 0,C'. 3 14(;A(3ES'I'API,l�,S,VI'F"0.('. 10 STILID170 SO.LE RLA-1 E' l6d COMMON (A" x 0. 135") 24" O,C. TYPICAL, FACE NAIL 3" x 0.131" NAII, AT 12" O.C. 3" 14 G.AGE.S'FAPI,ES ATS" O.C. ST(A)TO SOLE PLATE 8 - l6d COMMON (374" x 0.162") f.AP SPLACE - 3 ,:'x 0. 13 1 " NATI,S . �2 2 - 3' 14 GAGE STAPLES 11 Bl-.00Kf,.NGBtirWEI�,N'JOI.S'l-SOR 3 - 8d COMMON (2�'x 0, 1 3 1 ") TCFE�NAII, T P PLATE 3 - 3 " x 0. 131 " NAMS 3 - 3 " 14 GA GE. STAPI.ES 12 RIM JOTSTTOTOP Pf,ATE M (2�" x O� I 3 i I ") AT 6" O.C. 1 TOENAIL 3 " x 0. I I I " NAH . AT 6" O.C. 1 3 "' 14 (JAGE S I API. F NF6" O.C. 13 110 PLAI IS, LA I'S AND IN I EIRSEC-1 IONS , I J" o. 1 " 2 � 36d COMm . )N (3 x 62 ) FACE NA It. 3 - 3 " x 0. I' , I " NA I L. S 3 - 3 " 14 CAGE sTAPLES 14 CE'll-PNO JOISTS TOPIWFE. l6d CONINION Q,L" x 0. 162") TOENAIL. 15 CE,I 1. IN'(', JOISTS TO PI,A'I E. 3 - �d COMMON (2+" x 0. 1 3 1 ") TOENAIL 5 - 3:'N 0. 0 I " NAT f- S I 1 � - i' 14 GAGE S1API FS 16 coNTINUOUS 11FADF.R 10 STUD 4 - 8d C01,1MON.. (21 Fr X 0. I I I ") TOEN A I L. 17 (TILING JOIST'S, LAPSOWR PAR I I MON', 3 - 10d( . OMMON (3 ,�" % 0, 1 62") FACE NAIL (SE). SJ.,CJI0N2-j()8A0*I, NUN. IABI,1,2308.10.4.1 TAI 111.'2108.10.4.1) 4-',"x0.I3I"NAII,S - 4 - 3 " 14 C A G F S'f AP US 18 CEILING.101STS I 0 PARA,1,11,1, RAFTERS � 3 - 16d COMMON I , , - (A" x 0 1 62") 1 FACE NAT[. 6ELSECHON 2308.10AA, MIN. TABIT'2308.m4. I FABI1, 230�.10.4.1) -4 -3" x 0.131"NAILS 1 4 - 3" I4_CjA GE STAP L ES 1.9 RAI -TER I 0 P 1,A1 E " - 8d COMMON 4'x 0.131") TOENAIL, (SEL SIX -110N 2-30,I0. I,T,U_3I,E 2308.10.1) 3 -3" x 0.131" NAILS 3 - 3" 14 GAGE STAYLES 20 I` DIAGONAL, BRAcr. -ro r.-.'ACII S I 1,11) 2 - Sd COMMON (2�'. x 0. 1 3 r) FACENATI. AND P LA -1 E 2 - 3" x 0. 1 3 1 " N AILS - 3 - 3" 1-4 GAGE STAPLES 21 1 " X 8"SHEATHING TO FAC14 BEARING 3 - 8d COMNION'(2+" v I 1 31 ") FACE'NAIL, 22 WIDER I [IAN' V X N",',H l-,A'l 11 ING'l 0 I - Sd COMMON (2+" x 0. 1 3 1 ") FACE NAIL L ACH BLARING 23 DURA -UP CORNER SITTDS l6d CONIMON(3�" x 0.162") 1 24" O.C. 3" x O� 1 3 1 " NAILS 116" O.C. - 3" 14 GAGE STAPUS IN' O.C, 24 BIJIIT-UP GIRDER AND 13FAMS 20J COMMON (.4" x 0.192") 32" O.C. FACE NATI, AT TOP AND ., "" x 0.131" NAT[, AT24" O,C� BOTI OM STAGGERED 3" M GAGESTAPI,E AT24" O�C. ON OPPOSITESIDES 2 - 20d COMMON (4",0H9211) FACTNAII.A1 FNDSAND 3 - 3:'x 0. 1 31 " NAII,S AT EACH SPIACE 1 3 - 3' 14 GAGE SJAPLES 25 2"PIANKS I6dCO3N,IMON(3+"x0A62") AT EACH 11FARING 26 ('011ARTIFTORAFTFIR 3 - 10d COMMON (3 " x 0. 1 48") FACE NAIL 4 - 3::. 0.13 1 "NAILS 4-3 14GAGESIAPI.ES 27 JACKRAFIERTOMP 3 - 10d COMMON (3" x (1,148") 'TOENAIL 4 - -',:'x 0.131" NAII,S 4 - 3' 14 GAG L STAPI,ES 2 - 16d COMNION (3,l" x 0. 162") F ACE N A I L. 3 - 3 " x 0. 1 3 1 " N A I 1,� 1 3 - 3" 14 GAGE STAT'LLS 28 ROOF RAFTER -1 0 2-13Y RIDGE 13F.AM 2 - I 6d COMNION (34" x 0. 162") � TOENAII. 3 - 3' x 0. 1 31 " NA [N., : 3 J - 3' 14 GAGE STAPI,ES 2 - 16d COMMON (-4" x 0. 1 62") FACE NAIL 3 - -11 x 0. 1 31 " NA I US :: - I �3 I4GA(_jES_IAl`I,f,S 29 JOIST TO BAND JOISI I 3 - I 6d COMNIQN(3�" , 0. 162") FACE NAIL. 4- ' 3" x 0. 13 I"NAILS 4 - 3" 14 GAGE S I'APIAS 30 1 FDGFR STRIP ' - I Od CO MNJ ON (.3 ,�" N 0. 1 62") 1 FACE NAIL, AT 4 - 3" x (I. 13t- NAILS EACIIJOIST 1 4 - 1" 14 GAGE, STAPLES 31 WOOD S'l RUCI URAL PANELS AND 1:2" AND 1.1* -,*SS 6d C-1 PARI ICLF.BOARD " 2j" x 0. 1 13" NAIL ' SUBF1.00R, ROOF ANDN\,ALI, 1 I " 16 G A G I.-, " 4 SIIFAI I IING (N) FRAMING) I 0,,32 -TO 3,;4" 8do OR 6d'7 2;"' x 0. 1 13" NAIL " 2" 16 GAGF. " T,8" TO I` 8d 11 1j" -1-o Ij-! I Od " OR 8d C SINGLE FWOR (COMBINAI ION 3:4" AND LESS 6d (- SU131:1.0OR-UND1. RLAYNIL N I _11.;811TO 11, 8d (' I TO FRAMING) 1j" ro ]-,L- 10d D OR 8d': 32 PANI--[.S[I)INC,tl'OFI�A.\11.\(i) 1!2" OR LESS 6d, 5!8" 8cl 1: 33 I:IB�.-'.RBOARf.)Slil�A'tiiIN(i"' 1 I,,'-,. No. I I 0AGF. ROOFINCi NA 11, " 6dCOMNIONNAIL(2"x0.113") No. I I GAGE STAPLE 1 25!12" No. I I GAGE ROOFING NALL, 1-t 8dCOMMONNAIL(2j"x0.131") I I No� I I GAGE STAPLE 1 341 1 NI E'PIOR PANELING 1114" 4D' I 3.; 8 I 1 6 D K I I 11'�125,4nim. a. Common or box nails are perinined to be used except where otherwise stated. b. Nails spaced at 6 inclics on centerat edges, Q inches at intermediate supports except 6 inches at supports where Spans are 48 fi)CheS Or More. for udiling OfWood structural paneland panicl,,,board. diaphragnis and shearwalls. refer to Section 23305� Nails for wall sheathing are pevnimed to be common, box or casing. c.(,oiniiiniiordel'oj-iiiedshaiik(6d-2"xO,11.�":8d-21.,'2"xO.13l"; lod-33"x0.148"). d.Ck,ininoii(6ti-2"xi).11',";Sd-2i"xl).131";10(1-3",,.O.I.lq."). e.T)eforinedsliank(6(1-2"xO.11',";Sd-2�"xO.131";]Od-3"x0.148"). f. Corro"don-resistant sidine (6d - 1j" x 0. 106"; 8d - 2t I" x 0. 128") or easing (6d - T' x 0.090": 9d - 24" x 0, I I T) nail on center on Vie edge, and 12 inches on center at intermediatc.,,uppoms for nonstructural applications. g, F asteners spaced 3 inches on center at exterior edges and 6 inches on center at intermediate supports. when used as structural shenthing. Spacing shall be 6 inches on the edges and 12 inches on writer at intermediate supports for nonstruotuml applications h. Corrosiori-re�islant rooflug nails with "! 16 -inch -diameter head and I J.,'2 -inch, length for P2-inelisheathing and 13;4 -inch Icn,qh f�r 2�32-inch sheathing. i� Corrosion-resista Fit staples with nominal 716 -inch Grown or I -inch crown and li-inch leruth for 1;2 -inch sneathing, and li-incl) length for 2 ' 5.`321-inehshcwhing. Pancl supports Fit 16 inches (20 inches it'strength axis it) the long direction ofthe panel, unless vtherwi.�e marked). j. Casing, (I -L" x 0.080")or Finish Ili" x 0.072") nails spaced 6 inches on panel edges, 12 inches at intermediate supports. ' k. parickupports at 24 inches. Ca,;in,,, oi- finish nailsspaced 6 inoll on panel edges. 12 inches at intemiedjatc.�upports-. L For roofsheitihing applicalioos, 8d naiN (2;" x 0. 1 13") are the minimum required forwood wtictural panels. m. Staples shall I:jvv a ininimum crown width ofT' 16 inch. n. For roofsheathing, applications. fasteners spaced 4 inches <)it centcr al edges, 8 inches at intermediatesupports. o. Fa�tcuers �paccd 4 inches on center at edges, 8 inche� at inteirnediatc �upports for subiloor and wall shQathivg arid 3 inches on center at edueq, 6 inches at intermedimesupports for roof sheathing. p. Fasieners spaced 4 inche., on milerat edge,, 8 inchesat intennediate supports. W.U.I. TH IS PROPERTYIS W [THIN A WILDLAND U RBAN LNTERFAC E (I W U 1) & MUST COMPLY WITH THE FOLLOWING: EXTERIOR COVERING: GENERAL: THE FOLLOWING EXTERIOR CO'v i -,'R ING MATER I A LS AND/OR ASSEMBLIES SHALL COMPLY WITH'ITTIS SECTION: EXTERIOR WALL COVERING MATERIAL., EXTERIOR WALL ASSEMBLY., EXTERIOR EXPOSED UNDERSIDE OF ROOF EAVE OVEREANGS, 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 ARCHITECTURALTRIM, EMBELLISHMENTS, FASCIAS & GUTTERS. 2. ROOF OR WALL TOP CORNICE PROJECTIONS & SIMILAR ASSEMBLIES. 3. ROOF ASSEMBLY PROJECTIONS OVER GABLE END WALLS, 4, SOLID WOOD RAFTER TAILS & SOLID WOOD BLOCKING INSTALLED BETWEEN RAFTERS HAVING MINIMUM DIMENSION 2 INC14 NOMfNAL. EXTERIOR WALLS: 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 I 0 -MIN UTE DIRECT FLAME CONTACT EXPOSURE TEST SETFORTH IN SFM STANDARD 12-7A-1. EXCEPTION: ANY OFTf-IE FOLLOWING SHALL BE DEEMEDTO MEET THE ASSEMBLY PERFORMANCE CRITERIA & INTENT OF THIS SECTION: 1) ONE LAYER OF 5/8 -INCH TYPE X GYPSUM SHEATHING APPLIED BEHfNDTHE EXTERIOR COVERING OR CLADDING ON THE EXTERIOR SIDE OF THE FRAMING. 2) THE EXTERIOR PORTION OF A I -HOUR FIRE RESISTIVE EXTERIOR WALL ASSEMBLY DESIGNED FOR EXTERIOR FIRE EXPOSURE INCLUDING ASSEMBLIES USING THE GYPSUM PANEL & SHEATHING PRODUCTS LIS*TED INTHE FIRE DESIGN MANUAL. EXTENT OF EXTERIOR WALL COVERING: EXTERIOR WALL COVERINGS SHALL EXTEND FROM THETOP OFTHE 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, TERMINAT E AT THE ENCLOSURE. OPEN ROOF EAVES: R.327.7.4 THE EXPOSED ROOF DECK ONTHE UNDERSIDE OF UNENCLOSED ROOF EAVES SHALL CONSIST OFONE 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 T14E ROOF DECK. 4) THE EXTERIOR PORTION OF A I -HOIJR. FIRE RESISTIVE EXTERIOR WALL ASSEMBLY APPLIEDTOTHE UNDERSIDE OFT14F ROOF DECK DESIGNED FOR EXTERIOR FIRE EXPOSURE INCLUDING ASSEMBLIES USINGTHE GYPSUM PANEL & SHEATHING PRODUCTS LISTED IN THE GYPSUM ASSOCIATION FIRE RESISTANCE DESIGN MANUAL. EXCEPTIONS: THE FOLLOWING MATERIALS DO NOT REQUIRE PROTECTION: 1) SOLID WOOD RAFTERTAILS ON THE EXPOSED UNDERSIDE OF OPEN ROOF EAVES HAVING A MINIMUM NOMINAL DIMENSION OF 2 INCH. 2) SOLID WOOD BLOCKING INSTALLED BETWEEN RAFTER. TAILS ONTHE 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 THAN ATTHE LOWER END OF THE RAFTER TAILS. 4) FASCIA & OTHER ARCHITECTURAL TRIM BOARDS. EXTERIOR DOORS: EXTERIOR DOORS SHALL COMPLY WITH ONE 017 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 WITHTHE FOLLOWING REQUIREMENTS: A. STILES & RAILS SHALL NOT BE LESS TI IAN 1 3/8 INCHES THICK B. RAISED PANELS SHALL NOT BE LESS THAN 1 1/4 INCHES THICK, EXCEPTFOR THE EXTERIOR PERIMETER OFTHE RAISED PANEL THAT MAY TAPER TO A TONGUE NOT LESS THAN 31`8 INCH THICK. 1) SHALL HAVE A FIRE-RFSISTANCE RATING OF NOT LESS THAN 20 MINUTES WHENTESTED ACCORDING TO NFPA 252. 2) SHALL BI. TESTED TO MEET THE PERFORMANCE REQUIREMENTS OF SFM STANINDARD 12-7A-1. EXTERIOR DOOR GLAZING: GLAZtNG IN EXTERIOR DOORS SHALL COMPLY THE REQUIREMENTS OFTHIS SECTION. DECKING: THE WALKING SURFAC E MATERIAL OF DECKS, PORCHES, BALCONIES & STAIRS SHALL COMPLY WITH T14E REQUIREMENTS OF THIS SECTION. WHERE REQUIRED: THE WALKING SURFACE MATERIAL OFDECKS, PORCHES, 13AI-CONIES & STAIRS SHALL COMPLY WITH THE REQUIREMENTS OF -THIS SECTION WHEN ANY PORTION OF SUCH SURFACE IS WITHIN 10 FEET' OF THE BUILDING. DECKING SURFACES� THE WALKING SURFACE MATERIAL OF DECKS, PORCHES, BALCONIES & STAIRS SHALL BE CONSTRUCTED WITH ONE OF THE FOLLOWING MATERIALS: 1) IGNITION-RESISTANTMATERIAL THAT COMPLIES WITH THE PERFORMANCE REQUIREMENTS OF BOTH SFM STANDARD I 2-7A-4 & SFM STANDARD 12-7A-5. 2) EXTERIOR 171RE RETARDANTT REATED 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-RESISTAN"I'MATERIAL, EXCEPTION: WALL MATERIAL MAY BE OF ANY MATERIALTHAT OTHERWISE COMPLIES WITH THIS CHAPTER. WHEN THE DECKING SURFACE MATERIAL COM13LIES WITHTHE PERFORMANCE REQUIREMENTS ASTM E 84 WITH A CLASS B FLAME SPREAD RATING. MACHINE APPLIED NAILING NOTE: US�-'OF.\f.,�CHTNF,\'All.,I-\'(� IS SUBJFkT TO A SA`TISFAC'I0RYJOBSLfE DEMONSTRATION FOR F]ACH PROJFC1 AND I IIF APPROVAL BY Fl IF PROJE ' (A FNGINEFR. I I IE APPROVAL IS SUBJECT I 0 CON FINUED SAI*ISFAC"1'()I��'VERFORMAN(�l�,. MACHINE.NAILING WILL NOTBEAPPROVED IN ' �! 16" I'l YWOOD. IF NAT L HEADS PENE � FRA FE THE OUT ER PLY MORE FTIAN WOUI,D BE' NORMAL, FOR A TIAND HANIMFIR OR IF NIINTNIUNI AI,T.OWABl_F EDGE DISTANCES ARENO r MAT.N`1 ATNED, -1 HE' PERFORMANCE. WTIA. BF DL,F,\*_D UNSAI ISFACTORY. , 11, � _11 �! I 11 I 11 1 1�7� � I � Ill � I I I I 1:1 li I F_ : I I � � - I I I i i ; [ :11 111 ,� i� I ! : I I � ] � i �, � I l l I � � 1! I 1 1� hh 11�!� , � :111 ; 1 : � I : I fl'� I! :1 I I l � I �� 1�1 I I i I ! ! I � I , I : . � I ; . � GENERAL NOTES 1. THE" CIF'."N'TRAL CONTRACTOR AND ALL SUB -CONTRACTORS SHALL REVIEW THE PLANS FOR ACCUIZACY AND VERIFY ALL DEMENSIONS AND COMPLIANCE WI -1-11 APPLICABLE CODES PRIORTOTLIF S'l-AR-l'Ol,'COiN�SI'R.U(']'I()N. SURMITTEDBIDS WILL 13E ACCORDINGTOTHE REVIEW. 2. ALL CONSTRUCTION, PLUMBING. E LFCTRIC,A L AND MECHANICAL WILL COMPLY TO ]'HE CURRENTCALIFORNIA BUILDING CODE, AS WELL -AS COUNTY AND MUNICIPAL CODES 1 3. CONSTRUCTION SHALL COMPLY TO ANY AND ALL COVENANTS, CONDITIONS AND RESTRICTIONS RECORDED AGAINSTTHE LAND. 4. SA FTTY, CA RE OFADJACENTPROPERTIES DU R I NG CONSTRUCTION,', AND COMPLIANCE' WITH ALL I APPLICABLESAFErY REGULATIONS IS, AND S11A.I.A. BE, TIJECONTRACTORS'AND ALL SUli-CON'I'RAC'1'01�S'RI-SP(-)NS1131LI FY. 5. GLAZING PLACED WITHIN A 24" ARC OF DOORS, WITHIN 60" OFATUB OR SHOWFR DRAIN OR WITH]'\" JS" OFA WALKING SURFACE AND GRIHATER THAN 9 SQ. F -T. SHALL BE. TE'MPFRED. _' ' WIRED, OR SAFETY GLASS. 6. PROVIDE APPROVED LANDING AT ALL EXTERIOR DOORS. LANDIN(_;S SIIA LL 131; AS WIDE AS DOOR OPENING AND 36" MIN. OUT FROM DOOR @i) NON ADA DOORS. SEE ADA DETAILS FOR HANDICAP ACCESSIBILITY REQU.IRF-1'MF,NTS. 7. VENT ALL F ,.XI-IAUSTDucTsTo ouT'sim, ' WITI I 13ACK DRAFT DAMPERS. DRYERS SHALL BE DUCTED TO OUTSIDE WITH SMOOTH WALL METAL DUCI ING. MAX. DRY FR_ DUCTLENGTH IS 14 FE F -F. DRY E.R. MAY BE VENTED TO THE INTERIOR WITH AN APPROV ED INTERIOR LINTTRAP. 8. ROOMS WITH WATERCLOSE,"I'S, WHICH AREADJACENT ' ' TO FOOD PREPARATION OR STORAGE ROOMS, SHALL HAVE TIGHT FITTING DOORS 9. INSUI-A'I-IONINAI"1'1('Ni.�l-',[)S'I*OIIAVI--A.%11.,N'INIL;A-,I ' OFI INC!I OFAIR SPACE, BETWEENTHE I INSULATION AND ROOF SI IFATI IIN6 FOUNDATION L MUD SILLJO 131"'I"OUNDATION GRADE Rl"])WOODOR PRESSURE TREATED. 2, NILID SILL ANCHORS TO BE NOTLESSITIAN 1/2" X 10" ' ANCHOR 1301, 1 S PLACLD 6O.C. AND MAX. 12" FROM ; ENDS AND SPLICE.S. MINIMUM 213OLTS PER PIECE. UNLESS NOTED oTLIERWISE. 3, MAINTAIN MIN. 18" CLF'ARANCL ' ,FROM I ' A R'I I ITO ' FLOOR JOISTS, MIN. 12" FRONM EARTH To GIRDERS. 4. FOUNDATION VENTS TO PROVIDE MIN. I SQ. FT. NET . FOR EACH 150 SO, FIT. 01" UNDE'R FLOOR AREA. SPACED FQUALLYALONG THELENGTH OF ATLFASTTWO OPPOSITE SIDES AND AS CLOSE TO -[-HE CORNERS AS 111OSSIBLE1. 5. DECKS 30" OR MOREABOVE FINISHED GRADE REQUIRE ' A BUILDING PERMITAND SHALL HAVE POURED FN PLACE'FOOTINGS AND COLUMNS WITH WETPOST ' ANCHORS. FOOTINGS SHALL BE SIZED FOR REQUIRED SNOW LOAD. 6� PROVIDE U I NOBSTRUCTED UNDER FLOOR ACCESS OPENING, MIN. 18" X 24" (W,,'O MECHANICAL) OR MIN. 30" X 30" (IN7ME"CHANICAL), ANDNOTMORETHAN 20'FROM PLUMBINGCLEAN-OUTS. PROVIDE MEANSTOCONTROL SURFACE. WATFR AWAYFROM F(._)t_11NDATK)N OPENINGS, 7. PIPES SHALL, BE SLFTVED OR WRAPPED AGAINST i ' CONCRE"I E FINCASEME'NTAN D PROTECTED FROM FREA."ZING. 8. STEEL REINFORCING BARS fNTFIE FOOTING TO 13B PLACED NOT CLOSERTHANY-170 EARTH. 9. REMOVEALL TR LE'S WITHIN 5'OFFOUNDATIONS. 10. PLACU MAIN SEWER CLEAN- OUT WITHIN 4'OF I.,'X'f ERIOR WALL ANI) EXTENDTO GRADE, 11, PROVIDEPOSITIVE DRAINAGE OF SURFACE WATER AWAY FROM FOUNDATION, PRIOR TO FINAL INSPECTION. IMIN, 20N SLOPE OUT AT LEAST 5'FROM FOUNDATION. THIS SHALL ALSO APPLYTO ALL LANDINGS. FRAMING 1. PROVI DE (2) LAYERS OR GRADE "D"BUILDING PAPER BETWEEN STUDS AND EXTERIOR SIDING. 2. FOUNDATION CRIPPLE WALLS WITH STUDS SHORTER] HAN 14" SHALL BESOLID 131.CCKEID OR PLYWOOD SHE'ATHED ON ONE, SIT)[-'. 3. FLOORJOIST SHALL 13E DOUBLED WHEN UNDF'.R AND PARALLEL TO BEARINIGWALLS. 4. ALL F . RAMING CLIPS, ANCHORS,TIES, STRAPS AND CONN 1_`CTORS SHALL BE. I.C.B.O� APPROVED. NO ' I MODIFICATIONS OF PROPRIFTARY f�ASTENERS J - ARE PERNIIII-FA) WITHOLYI APPROVAL FROM MANUFACTURE".R. 5. PROVIDE APPROVED FIRE STOPPING ATFLOOR AND CEILING LEVELS, DROPPED CEILINGS. SHOWF'RS, j TUBS. SOFFITS. AN 1) A NY OTI I ER CONC F'ALF - 1) ' ' DRAFTOPENINGS OR FURRED SPACE. 6. ATAITICARFAS HAVING A (.'LEAR HE"IGHTOVER 30" PkOVIDEA 22" X 30" MIN.ATTIC ACCESS. ALSO AND PROVIDE MEANS TO PROTECTWIR[NG NVITHIN 6'OF ATI ICACCEISS. 7. PROViDF APPROVE-] - ) SNOW SPLFITER FORMFTAL ' ' ROOFS �.T VENTS AND CHIMNEYS. S. PROVII)f MIN 48" BEJWFENTOP PLATF. SPLICES. 9. PROVIDE PRO FECTION, IN APPROVED MANNER, FOR C( ' )LUMNS WHICHMAY BE LXPOSEDTO DAMAGE FRO� N40VING VEHICLES (26 GA. SHEETMFTAL UP I . I '10 31`1-.E� 1) METAL 1. FLASHING SHALL 13E 24 GA. G.I. ME FAL GRAVEL STOPS A NND BEA M C A PSTO 13 1`1 24' GA, G.J. M I"J'A I,, I FRAMINGCONNE( 7FIONSTO 13E SIMPSON CO. OR EQUAL WOOD NOTES 1. SAWN WOODNIEMBERS SHALL BE DOUGLAS FIR OR LARCH, S4S, AND SHALL BEI GR,ADE. MARKET) BY A GRADING AGENCY RFCOGNIZE'D BYTHE INTERNATIONAL CONFERENCE OF BUILDING OFFICIALS (ICBO). WOOD . GRADE -S, UNLF,SS NOTED, SHALL BEAS FOLLOwS: LIGHTFRAMIN6(2"TO 4" YIIICK &2" 1-0 4" WIDE) ... N O.2 JOISTS & HEADERS (2"TO 4-111K. 'K� 6" & WIDE -14. _NO.2 11EANIIS & STRINGERS (6X & LARGFR).... � ........... NO.] POST& TIMBERS (6X & LARGER). - � - - I - - I ........ � _NO. I 2. PLYWOOD SHALL fit- APA RAI E,D SHFATIJING AND SHALL . 131, ' OFTHICKNESS AND GRADE, AS SfIOWN ONT-ILL, DRAWINGS, AND BE STAMPED WITH -THE TRADEMARK OF TH EAM F'R 1CANPLYWO(__)D ASSOCIA'l ION. 3. FRAMING ANCHORS, STRAPS. JOISTHANGERS. ETC_ SHALL BEASMANUFACTURFI) BYTHE "SIMPSON ' COMPANY" OR AN ICB0 APPROVED EQll 4. BOIA S SHALL CONFORMIO ASTM A307. NI)TS S I IAL L CON FORM TO A STM A563. HFA G RA DE A. 5, ALL BOLTHE'ADS, NUTS, AN]) LAG SCREWS BEARING I . ON WOOD SHALL HAVE STANDARD CUTWASHERS UNLFSS NOT ED OTHERWISE 6. 1301-THOLA'S DRILLE-1) IN WOOD SIIALL 131'. DRILIA".1) 1132" i LARGER THANTHE NOMINAL BOLT DIAMETER EXCEPT FOR PILOT HOLES TO RECEIVFLAG BOLTITIREADS. 7. N AILING 0 F SAWN WOOD ME M 13 F RS, UN L ESS OTHERWISENOTED, SHALLBEDONEWITHCOMMON WIRE NAILS 8. DIAPHRAGM NAILING WITH NOME.NCLATURE DEFINED AS FOLLOWS: BN-:---- BOUNDARYNAILING ATDIAPflRAGM BOUNDARIES, , , j _', CONTIN UOU S PA NEL 1:14)( I IS, AN 1) AT EDG E'S OF OPENINGS. EN ::: EDGE I I LA NG, PAN EL EDGES FN = 1:1 FLD N Al LI N6, INTERMEDI ATI`suPi)IoR.,rs (), WOOD M EM 13ER S S I LA LL 13 E' ERECTED WITI I POSITI VE CAMBFR UPWARDS. AN'D NEGAI IVECAMBER WHERE INDICATED DOWNWARD. 10. ALL NAILS LARGER THAN l6d, AND ALL NAILING . � TFINDIN640 CAUSE SPLIJI ING OF WOOD MENIBERS. SHALL BE INSTALLED IN PRE'DRILIA"'D HOLES. It. CUTTING, DRILLING, OR NOTCHING 0F`BE.AjMS/JOISTS/ POST'S SHALL BE PE'RMFITED ONLY ASS)HOWNIONTI-1E DRAWINOts 1_1 ALI, SILLS OR PLA FFS Ri- ' STING ON (A i ]INCRIA F, OR MASONRY, WI 11 Cl I V; I N DI RECTCONTACT WITH TH E EARTH SHALL 13E PRESSURETREATED DOUGLAS FIR.TYP_ U.N,O. 13. 'VIOTS'Ft!IZI-'.CC)N'I'FN'I'()I-'WO(-)[)A'I'"I'HL-1*11-X,IFoF PLACING SHALL NOT F'XCEED 19 PLRCENT. APPLIANCES IN ATTIC 1. ATTIC ACCESS: AN ATTICINWHICH AN APPLIANCE, IS INSTALLED SHALL 13E ACCESSIBLE THROUGH AN OPENING AND PASSAGEWAY ATLEAST AS LARGE AS 'I'lil,'[,Al�('jf.,.S'I'('(-)Ml:'ONF.N']-'(,)F'T'IiF APPLIANCE, AND NOTLESS II IAN 22 " x 30" 2. PASSAGEWAY: ' WHERE TflF 1-11"ICII-ITOFTFIF PASSAGFIWAY IS LESS ' THAN SIX (6) FEET, -FILL DISTAN-CF FROM FHE PASSAGEWAY ACCESS TOTH[-" APPLIANCE.,,',I ]A LL NoT EXCEED TWENTY (20) FEL -A', MEASU RED ALONG THE " " C ENTERL INF' OF] I It, PASSAG E WAY. -1-111; PASSAGEWAY SHALL BE UNOBSTRUCTED AND SI I ALL HAVE SOLID FLOORINGNIOTLESSITIAN TWENTY-FOUR (24) INCHES WIDE FROMIFI.E. FNTRANCE�OPFNINGTO 'THE APPLIANCE. 3- WORK PLAII A LEVEL WORKING PLATFORM NO I'LESS THAN 30" x 30" SHALL BE PROVIDE[) IN FRONTOF THE SERVICE S I DI` 01" 11 I EAPPLI ANCE. 4. LIGHTING & CONVIHNIENCE, OUTLI`1: A PERINIAN`ENT120 VOLTRECEPIACLE AND A LIGIFFING FIXTURE'SHALL BE INSTALLFID NEARJHF APPLIANCE , THE , SWI LCIf CONTROLLING ITIELIGHTING FIXTURE SHALL BE LOCAI ED ATI HE E�NTRANCFTOTIIF PASSAGE"WAY. OUTLET/SWITCH LOCATION BELOW COUNTER OUTLETS THE BOTTOM OF ALI, ELECTRICAL, PHONE AND COMM UN I CATION OUTLETBOXES TO BE MOUNTED ' (T- 13" MIN., ABOVE FINISH FLOOR, TYP., U.N.O. ABOVE COUNTER OUTLETS: THE BOTTOM OF ALL ELECTRICAL, PHONE, AND COMM U NICATION OUT'LETBOXI'S TO BE MOUNTED (i�,'42" ABOVE BACK SPLASH OR COUNTER,rops.. TYP., U.N.O. LIGHT SWITCHES: I'HETOP 01; ALL, LIGHTSWITCH BOXES] 0 BE ' , MOUNTED 48" ABOVE FINISH FLOOR., TYR. U.N,O� MISCELLANEOUS 1. PROVIDE ICE DAM FLASHING MIN 30"ABC,'VE WALL LINE ATEAVES AN'D MIN. 30" EACH SIDE OFVALLEYS FOR COM POSITION Sl IIN(.'il-.I'-. ROOFS (A ROVE3000 F'i-ET i,LEN.). 2, Al-.I-.Ml-'�'J'Al.,R(-)O�l','SRI-�Qt)IR.I�:N-ON-(iL,ARI'-�SLJRl--AC'[::. 3, PROVIDE POST HVF DRAINA6E'0F SURFACF ' WAI E R ' AWAY FROM FOUNDATION, PRIOR -1-0 FINAL INSPECTION. kilN."','/oSl-.01'1-,IOL)"I'A'1'1-.I-.-'.AS-1'10[-:I'FROM FOUNDATION, ]'HIS SHALL ALSO APPLYTO ALL LANDINGS. 4- ANY CHANGE FROM THE'. APPROVED PLANS SHALL BE`- API)RoVI�'I)I)Rl()R'["(-)CO�N;S'1'1�U(�-1'1(),\". CONFIRNISITE" C'(-)NI)1'1'1(-)NSPRI(-)R'I'OCONS'ERU("I'ION. �LOPESAND SOIL CONDIJ IONS SI IALL BE'ADDR E'SSED ON APPROVFD PLANS. 5. ALL SPRFAD FoOTINGS SHALL 13E PLACE[) 12" MIN, INTO UN DIST UR B ED NATIVF. SOIL. MECHANICAL/PLUMBING 1. APPLIANCES DESIGNED TO BF�IN A FIXED POSITION SIIA LL BI". SECURELY FASTFINE�D IN" A, PLACE'. 1 HEATPRODUCING APPLIANCES SHALL HAVE (.11"ARANCESTO COMBUSTIBLE'.S ACCORDIN6TO MANUFACTURER'S INSTA L.LATfON I NSTRUCTIONS OR U.M.C., ALL WOOD BURNING HEATERS AND WOOD STOVES SI IA LL BE' E'T.A. APPROV FD, 3. PROVII ' )F ' COMBUSTION AIR O"F1'NFN`C1S FOR ALI- GAS APPLIANCES. MIN.TCTAL OF -200 SQ. INCHES WITH HALF (100 SQ. IN,).PLACF.D WITHIN 12" 01"' THECEILING AND ' ' HALF PLACED WITHIN 12" OF FLOOR. PROVIDE A MINIMUM OF I SQ. INCH PER 1000 B.I-.L,;:.S OF COMBINED OUTPUT� 4, PROVIDE MIN. 30" OF WORKING SPACE INFRONTOF APPLIANCE FIREBOX, INSTALL PER MANUFACTURER'S INSTALLATION ]INSTRUCTIONS AND LE.AVE1 INSTRUCTIONS WITH APPLIANCE. 5, WATER HEATER TO BE FITTED WITH PRESSURE AND TEMPEIRATURE RELIFF VALVI"PIPEDTOTHE OUTSIDE OF THE STRUCTURE AND SLOPEDTO DRAIN MIN. 114" PER FOOT. PIPE SHALL TERMINATE MIN. 6" 1-0 MAX. 24" A13()Vl--''I'lil-'(-;I�OUNI')PoIN'['[-N(il)OWN. NORE-MUCTION - ' IN SIZE ALLOWED, NO FLEX CONNECTORS ALLOWED. 6. PROVIDEAIR GAP FOR DISHWASHE'R. WITI 1, FLOOD ' LEVEL AT OR ABOVE SINK OR DRAIN BOARD. 7. ALL POTABLEWATE'R OUTLEITS WITH HOSE 131BB i ' ATTACHMENTS OTHER THAN WATER HEATERS OR CLOTHES WASHERS, SHALL HAVE NON REMOVABLE .BACK FLOW PREVENTER, 8 IFTuB IS A HYDRD MASSAGE' UNlT,TL.il_,-,N T1 IL .13ATI-ITUB AND ITS ASSOC I ATED ELE , CIRI CAL COMPONENTS SHALL BE PROTECTED BY A GROUND FAULT INTERRUPTER. ALL 1 125 VOLTSINGLE, PHASE. RECEPTACLES WITHIN 5 FEET MEASURED HORIZONTALLY OF TIJE INSIDE WALLS OF A H Y DRO MASSAGE TUB SHALL BE PROTECTED BY A GFI. PROVIDE ACCESS DOOR AS PER NFIC ; 9. BON D M E TALLAC GAS PIPF" AND WATER PIPESTOTF[E SERVICE GROUND AS PER NEC. 10. PACKAGE UNITS OR COMPRESSORS LOCATE'D ON ITI Fo I I EXTE ' RIOR SHALL, 13.1"J'MOUNTED ON A CONCRETE PAD THATPROVIDES A MINIMUM ELEVATION OFY ABOVE - GRADF, THEI, ' �NITSIIALL HAVE A RAI'[-,'[) DISCONNECI AND A WATF'RPROOF GF1 OUTLEA'WITHIN 25'OFF1-IE1' ' UNITON THE SUPPLY SIDE OFTHE DISCONNECT. 11, ATTICNIOUNTE'.1) IIVACUNFFS SHALL, 131: SFTAND BRACFID i INITIE ATTIC IN SUCH A POSITIONTO ALLOW' AN UNOBSTRUCTED 30" WIDE PASSAGEWAY FROMTHE, ATTIC OPENINGTOTHE UNIT- NOT LONGERTI IAN 20', WITH A 24" PLAITORM. A LEVEL WORK SPACE OF 30" SQUARE WILL BEPROVIDED A'T�'I'llf-,'I-R(-)NI-OIZSERVIC�ESlt)[.-'OF'1-1-11�,- F, ,QUIPMENT. THERE' WILL 13F." A SERVICER.ECEPTACLE , , , WITHIN 25'OFTHE UNITON TLIE LINE SIDE OFTHE EQUIPME"N'l' DISCONNECT, A LIGHT 1AXTURE ILLUNIINATiNG THE ACCESS WAY AN]) UNIT SHALL, Bl" INSTALLED WITH A SWITCH NEARTHE ATTIC ACCESS OPENIN(F. 12. 'THE CAPACITY OFTFIE WATER HEATER SHALL CONFORM TO TABLE 5-1 OF THE CALIFOR-NIA PLUMBINGCODEFOR ,rf.11',*.FIIZ.S'1'1-1()URRA'I'IN(l. T4-, WATER HFA`rER SHALL HAVE AN EFFICIENCY EQUAL, TO OR GREATER THAN -1,58, AND SHALL I -LAVER -4 PIPE' INSULATION ONTH]"FIRST5'OF ITIE HOTAND COLD WATER PIPES IFTLIE UNIT IS A TANKTYPE, ORTHE ENTIRE PIPESHALL BE : INSULATED IFITIE SYSTEM IS A Rl"CIRCULATING SYSTEM. 'THE WATER 1-1 EATE R I STO H AVE SEI SMIC STI),APS ONITIE UPPER AND LOWE'RTHIRD, WITH THESTRAP (-)N'1'111-'13()'["I'OMA'I'[-.[--'.ASI'4" FROM -, ' THE CONTROLS. IFTHE WATER HEATER IS GAS POWERED, THE, UNIT WILL BE INSTALLED ON A PLATF'ORM AT- LE ' AST18" HIGH, WITH SUFFICIIHNT ' CLEARANCE OR SUPPLY OF COMBUSTION AIR. 13. SHOWER ANDTUI.3/SI-IOWE,R COMBINATIONS SHALL, HAVE INDIVIDUAL CONTROL VALVES OF THE PRESSURE BALANCE ORTHE,RMOSTATIC MIXING � VA.LVE. TYPFS. 14. INSTALL PRESSURE ABSORBING DF'VICES OR APPROVE'D MF',CI-IANICAI_ DEVICES LOCATED CLOSE IT) QUICK ACTING VALVES TO ARSOR13 HIGH PRESSURE FROM QUICKLY CLOSINGITIF VALVES. ,//,..,./_ ",."/,.,,�.�-..,/,../,.,..".""."../�...,/,...".�,,,."/",../".,��,.,�,. / .... /,.,. . 1- /' /, , , , � 5. SHOWER ORTUB' ,'SHOWER COMBINATIONSTO HAVE " ': I, . SMO(-)'I'I-I,N()N-ABSOI�13AN'l-SUR.I--'A.CI'S.SL�ClI AS / : I - A ;, %, CERAMICTILE, OVER A MOISTURE RESISTANT " I � : I � UNDER-LAYMENT. SUCH WALL SURFACESSHALL '11, , ' I, - � - " 1, EXTENDTO AMINIMUM HEIGHTOF72" ABOVIL"'I'll E., � I : i ., - , FLOOR� 11 : , _ _/ _/-.1_.1 '../-1-11-/-/ ... -.1-11 -'.11. - 1".." ,11.1.1-1-- '.-.1/-.1--_1 I . . � W IAL ' ,'CF'TS, SHOWER VALVE ' S ANDTO I LETS S I IALL 131", RATED TO COMPLY WITH THE APPROPRIATE FLOW LIMITS AS INDICATED IN THE CALIFORNIA GREEN CODE, 17. UNDLIRGROUNID FERROUS GAS PIPIN6 SHALL BE ISOLATED FROM THE REST OF THE SYSTEM WITH APPROVED ISOLATION FITTINGS, INSTALLED A MINIMUM OF6"ABOVFGRADE.. 18. WA'1'1'-'[Z.Ilt'A'I'IN(-iMANE)A'IOIZYMI-,'.ASL�Rl--'S: a. I -10V I'LFCTRICAL RECEPTACLE TI-1ATIS - - ' ' WITHIN 3 FEET FROM 1-1 LE WATER HEATER AND ACCE-SSIB LF"I"07HE WATER 1-1 EATER WITH NO OBSTRUCTIONS. b. A CATEGORY I I I OR IV VENT, OR A TYPE B VF'NTWITH STRAIGHTPI PE BEITW FE.N 11 I I.-" , OUTSIDETERMINATION ANDTHE SPACE WHERE17HE WATER HEATER IS INSTALLED c. A CONDENSATE DRAIN THAT IS NO MORE THAN 2 INCHES HIGHERTHAN T14E BASE OF THFINSTALLED WATER HEATER, AND ' ALLOWSNATURAL DRAINING WITI-I.OUTPUMP ASSISTANCE d. A(iASSt]PPLYLtNEwt,r[-IAC'APAC']]'YOFA'F LFIAST200,000 BTU!l ATTIC ACCESS & VENTING 1. ATTIC Vl-,'N'I'I.L.A'1'1(-)N: ATTICS & ENCLOSE]) RAFTER SPACES SHALL HAVE CROSS VEN'TILATION FOR EACH SEPARATESPACE. A MINIMUM OF - , I" OFAIRSPACE IS REWIR.F`11) 13F'TWF'J.-'NTI-1E INSULATION & ' THE ROOF SHF'ATHING.THE NETFREE VENTILATING AREA ' SHALL NOTBE LESSTHAN 1/1 50 OFI If F. AREA OF ]'HE SPACE VENTILATED, WITH HALF OFTIIE VENTING LOCATED IN THE UPPER PORTION OF THE SPACE & TH E BALANCE PROVIDED 13Y SOFFITVENTS. 1, '[HE MININIUM NET FREE VENTILATING AREA MAY BE REDUCED TO 1/300 OF THE AREA WI -I ETNAT LEAST 40"No & NOT MORETHAN 50% OF THE REQUIRED VENTILATORS " ARF'LOCAT ED INTLIEUPPER PORI ION OF THFATTICOR RAFTER SPACE. I I ATTIC ACCESS: AN OPENING NOT LESSTHAN 20" 13Y 30" SHALL BF, PROVIDED TO ANY ATTICHAVING A CLEAR HEIGHT OF OVER 30", A 30" MINIMUM CLEAR HEADROOM INTIFF ' ATTIC SHALL 131". PROVIDE'D A'I OR. ABOVE, TUEACCF ,SS OPENING. ,tA, SMOKE DETECTORS (��, NEW CONSTRUCTION: PROVIDE� HARD WIRED & INT.l_-'.R CONN FICTE'D WITH - BATTERY 13ACKUP SMOKE- DETECTORS WHERE S14OWN ON PLANS. DETECTORS SHALL SOUND AN NLARM IN ALL SIA`EPING AREAS, ACCESSIT) ' ' ' - SLEEPING AREAS, AND ON EACH FLOOR LEVEL. IB. SMOKE'DETE'CTORS (�,', F'.XISTINIG (REMODI'LS): " WHENT H EVALUATION 01, AN ADDITIONS, A LTERAT ION ' OR REPAIR TO A GROUP "R-3" OCCUPANCY EXCE EDS $1,000.00 AND A PERMIT IS REQUIRED, OR WHEN ONE OR N401ZE SLEEPING ROOMS ARE ADDED OR CREATED IN ' I , EALSTING GROUP IT," OCCUPANCIEIS. SMOKE" DEH"CTORS SHALL BE INSTALLED IN ALL EXISTING SLEEPING ROOMS AND ANY ROOM OR HALLWAY LEADINGTO : I , SUCH S[.,.[-,I','PI NG ROOMS.T11ESE. SMOKE -DE rr?CToRs MAY BE SOLELY BATTERY OPERATE D WHEN INSTALLING IN EXISTING BUILDINGS [C. CARBON MONOXIDE DETECTORS: PROVIDE HARD WIRED & INTERCONNECTED WITH BATTERY BACKUP CARBON MONOXIDE DETECTORS WHERE SHOWN ON PLAN S. DETECTORS SHALL SOUND AN ALARM IN ALL SLEEPING AREAS, ACCESS TO SLEEPING AREAS, AND ON EACH FLOOR LEVEL. A CARBON MONOXI.1--)I' ALARM MUSTBE INSTALLED IN THE HALLWAY OF TI -11-1 EXISTING RESIDENCE (REMODELS) THIS ALARM MAY BE SOLELY BATTERY OPERATE.D. ID, MULTIPLE -PURPOSE ALARMS. CARBON MONOXIDE ALARMS COMBINED WITH SMOKE ALARMS SHALL COMPLY WITH ALL APPLICABLE STANDARDS, AND REQUIREMENTS FOR LISTING AND APPROVAL 13Y Ttm OFFIC11"OFI-HE, STATE' FIRE-MARS11AL 2. ALL 125 VOLT, SINGLE PHASE, 15 & 20 AMP OUTLETS (RECEPTICLES) SHALL 13E LISTED TAMPER RESISTANT 3, ARC- l'-'ALJI-'I'(.'I.R('UI'I'IN'1'1','RR.LJP'I'.1 - -'R.: ALL, 120 -VOLT, SINGLE PHASE, 15 & 20 AMP BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN DWELLING Sf IALL BEPROTECTE11) 13Y A LISTED ARC -FAULT CIRCUIT INTERRUPTER, COMBINATION -TYPE, INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT. 4. ALL I 10 V, 15 AND 20 AMP. RECEPTACLES LOCATED IN GARAGES, BAI HROOMS, AND WI-1-1-IIN 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 INSTALLFD SO THERE IS NO SPACEGREATER I I I THAN 48" BETWE'T'N R.E..CEPTACLE.S. R.E.C[I.PTACLE'S SHALL BE PLACED WITHIN 24" OF WALL OR CHANGE IN COUNTER, IF': OVEN, SINK, L -Tc. 6. 15 AND 20 AMP. BRANCH CIRCUITS SHALL HAVE NOT MORE THAN 15 OUTLETS. 7. EXTERIOR RECPTICLES SHALL BE WP/GFCI PROTECETD & WATF�R PROOF 9. C;1.7*Nl,"RAI,.I�.l�-'CF.�P*I'A�CL,FS REQUIRE' 20 AMP. CIRCUIT ' WITH I22 GA. COPPER WIRE. 9. KITCHEN: SHALL BE SERVED BY AT LEAST TWO 20 AMP. SMALL APPLIANCT,�'BRANCII CIRCUITS. SUCH CIRCUITS SHALL H AVENO OTHE R 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 13E SERVED BY ATLEAST ONE20 AMP. BRANCH CIRCUIT, SUCH CIRCUI'I SHALL IIAVI--'N(') OTHER (._)UTLE�TS 12, OUTLETS IN KITC11ENS, BATHROOMS, LAUNDRY, GARAGE AND EXTERIORTO BE PROTECTED BY GROUND FAUL'T'CIRCUI'f'[N'IFERRUPI'OU'I'LE'l-S OR BREAKERS. Al-.I.FX'11-.Rl(-)R OUTLETSTOALSORE WATER RESISTANT IN USE. 13. RECESSED CAN LIGHTS SHALL 13E RATED FOR ZERO CLEAI>,ANCEFROM COMBUSTIBLE SURFACES AND INSULATION, SE�ALED.l AIR'l-IC,1-1'['CONS'I'R.UC'-T'I(-)N. AND SHALL HAVE A GASKETOR CAULKING BETWEEN 'THE HOUSING AND CEILING SURFACE. 14. Al-,[.,I,I.Ci.1-l'I'l,'IX'I-URI--',S.[N�'I'UI30RSI-IOWI�,RFNC'.I-.(-)SURI-*S SI -I ALL BE LABELED "SU ITABLE FOR DAM P LOCATION,; 15� ALL EXTERIOR LIGHTFIXTURES SHALL 13E LABELED "SUI ]'ABLE FOR DAMP LOCATION" 16, OUTLA`TS INTHECOMNIO'N WALL BETW E' EN ITIE, GARAGE AND LIVING SPACE SHALL MAINTAIN A 24" HORIZONTAL CLFA RANCF BETWEEN OUTLETS ANDJUNCTION 13OXES ' i ON THEOPPOSITESIDE OFTFIEWALL. 17, LIGI FFS IN C.L.OTHE'S CLOSI"I'S REQUIRE MIN. 12" CLEARANCE TO STOR AGE AREA MEASURED I JORIZONTALLY, UNOBSTRUCTEDTOTHIE FLOOR. MINI MUM 24" FROM WALLS OR 12" FROM EDGE. 01' SHELF, WHICH EVER IS GR EATER. 18. ALL COOKING UNITS AN D DRYERS SHALL HAVE CONDUCTOR WIRII WITH AN INSUI-A.'I'I-',.[)'NI�LI'I'.[Z.Al- AND A FOUR PRONG OUTLET 19. PROVIDE STEE L ELECTRICAL BOX IN FIRE RESISTIVE CEILINGS AND WALLS. SEPARATE ELECTRICAL BOXES BACKTO BACK!N.i-IRI--'RI"SIS'IIVI�,'WALLS BY A MINIMUM _' ' ' OF 24 INCHES HORIZONTALLY. BOX AREA SHALL NOT EXCEED 16 SQ. IN. 20, PROVIDE DISCONNECTING MEANS FOR ALL AIR CONDITIONING EQUIPMEINT "I I � , PROVIDE* CONCRETE ENCASED GROUNDING ELECTRODE TO CONSISTOF EITHER. 1) 20 FT. OF MIN. 1/2" RE -BAR, I OR 2) 20 FT. 011,'V4 COPPER CONDUCTOR. LOCATE ELECTRODE NEAR 13UT NOT ON THE BOTTOM. OF THE FOOTING. PROVIDE #4 COPPER CONDUCTOR CONTINUOUSTO PANEL FOR 200 AMP OR SMALLER SERVICES. 22, ALLN4ETAL PIPING SYSTEMS SHALL BE EFFECTIVELY BONDE'D TO I'l IE, E.LECTRICAL GROUNDING SYSTEM. WITH CONDUCTOR NOT SMALLER THAN GROUNDFNG ELECTRODE CONDUCTOR. 23, VENTALL FANSTOTHE OUTSIDE, EFTHERTHE ROOF OR , ITIE EXTERIOR WALL. 24, A FIXTUR ETHAT W EIGHS MORE THAN 6 POUN DS OR EXCE.EDS 16 INCIIS IN, ANY DIMENSION SHALL NOTBE ' SUPPORJED BY THE SCREW SITELL OF A LAMP HOLDER. OUTLETBOXES SHALL NOT BE USED AS THE SOLE SUPPORT FOR CEILING (PADDLE) FANS. PERMIT # BUTTE COUNTY D5VELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DATE_'7-&;,-/7 Eiy_!��_ , \ \ , \ , \ \ \ � I , REV. DATE BY No. Fl I A08/14/17 MMR Plan Ck. 0 L - - il.. � 1110 ;�:j '#/////, r:: �, . . rm ;�'i '�., , 'Ap 'T, - - / 113 1i - �� VV, C', ,7� -.-, / ,� 11 / _,�� If, ��'. V///////Z// '-�Pm I'll ._;� X a V//,m tr: 11�1'1, _i� W///! I I. 11 '; � ft/000//// I 7L7, -1 * I I .P = '. �;_ r 1�1 _ ,////////,//4/, ,.� .-i S/// , //7/V, 1/// . 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J,-��� --- -- - - - - ---------------- 2016 2D16 CALGreen Residential Mandatory Measures Checklist as per Butte County Building Department This checklist applies to newly constructed buildings, additions or alterations of existing residential Feature or Measure Required buildings where the addition or alteration increases the buildirg's conditioned area, volume, or size. Interior Moisture Control 4.505) The requirements shall only apply to and or within the specific area of the addition or alteration. (2016 CGBSC 301. 1.1 Concrete Slab Foundation: Vapor.retarder and capillary break is installed at slab -on -grade foundations. "'"Note 2016 CGBSC 301.1.1: Ort and after 1/1/2014, residential buildings undergoing permitted alterations, additions or improvements shall replace noncompliant plumbing fixtures with Moisture content of building materials used in wall and floor framing shall not exceed 19% before water -conserving plumbing fixtures. Plumbing fixture replacement is required prior to issuance of a enclosure. Moisture content shall be verified in compliance with CGBSC 4.505.3. certificate of final completion, certitioate of occupancy or final permit approval by the local building department. Indoor Air Quality and Exhaust (4.506) Feature or Measure Required Bathroom exhaust fans shall be ENERGY STAR rated and ducted to terminate outside, MANDATO Unless functioning as a component of a whole house ventilation system, bathroom exhaust fans RESIDENTIAL RY MEASURES must be controlled by a humidity control adjustable between a relative humidity range of 50%-80%. 4.106 SITE DEVELOPMENT Environmental Comfort (4.507) A plan is developed acrd iniplernelired to manage storm water drainage during construction. CGBSC 4.1 06.2. Duct systems are sized, designed, and equipment is selected using the following methods: 1. Establish heat loss and heat gain values according to ANSI/ACCA 2 Manual J-211 or equivalent. Construction plans shall indicate how the site grading or drai•iage system will manage 2. Size duct systems according to ANSI/ACCA 1 Manual D-2014 or equivalent, all surface water flows to keep water front en I erin buildin s CGBSC 4.106.3. 3. Select Treating and cooling equipment according to ANSI/ACOA 3 Manual 5--2014 or equivalent. Provide capability fi,)r electric vehicle charging in one and two-family dwellings and in townhouses with attached private garages; and 3 percent oftutal parking spaces, as INSTALLER AND SPECIAL INSPECTOR QUALIFICATIONS specified, for multifamily dwellings. Qualifications (702) ENERGY EFFICIENCY HVAC system installers are trained and certified in the proper installation of HVAC systems. Building meets or exceeds the requirements of -'the California Building Energy Standards. CGBSC Special inspectors employed by the enfbrcing agency must be qualified and able to demonstrate 4.201.1. competence in the discipline they are inspecting. WATER EFFICIENCY AND CONSERVATION Verifications (703) Indoor Water Use (4.303) Verification of compliance with this code may include construction documents, plans Water closets. The effective flush volume of all water closets shall not exceed 1.28 gpf. Tank -type specifications builder or installer certification, inspection reports, or other methods acceptable to water closets shall be certified to the performance criteria of the U.S. EPA WaterSense the enforcing agency, which show substantial conformance. Specification for Tank -type 'Toilets. Note:111C effective flush volume of dual flush toilets is defined as the composite, average, flush volume of two reduced flushes and one full flush. Urinals. The effective flush volume ofwall mounted urinals Shall not exceed 0.125 gpf and floor mounted or other Urinals shall not exceed 0,5 gpf. Sinale showerheads. Showerheads shall have a max. flow rate of not more than 2.0. gpni at 80 psi, Showerheads shall be certified to the performance criteria of the U.S. EPA WaterSense Specification for Showerheads. 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 gpm at 80 psi, or the shower shall be designed to allow only one shower outlet to be in operation at a time, Residential lavatory faucets. The max, flow rale of resid ential lavatory faucets shall not exceed 1.2 gpni at 60 psi, The min, flow rate of residential lavatory faucets shall not be less than 0.8 gprn at 20 psi. Metering faucets. Metering faucets when installed in residential buildings shall not deliver more than 0.25 gallons per cycle. Kitchen faucets. The Max. flow rate of kitchen fatrCetS shall not exceed 1.8 gpm at 60 psi. Outdoor Water Use (4.304) New residential developments with an aggregate landscape area equal to or greater than 500 sq ft shall comply with one of the following options: 1. A local water efficient landscape ordinance or the current California Department of Water Resources Model Water Efficient Landscape Ordinanc- (MWELO), whichever more stringent; or 2. Projects with aggregate landscape areas less than 2,500 sq ft may comply with the MWELO Appendix D Prescriptive Compliance Option. MATERIAL CONSERVATION AND RESOURCE EFFICIENCY Enhanced Durability and reduced Maintenance (4.406) Rodent prooting. Annular spaces around pipes, electric cables, conduits, or other openings in sole/bottorn plates at exterior walls shall be protected against the passage of rodents by closing such openings with cement mortar, concrete masonry or similar method acceptable to the enforcing agency. Construction Waste Reduction, Disposal and Recycling (4.408) Recycle and/or salvage for reuse a minimum of 65 percent of the non -hazardous construction and demolition waste in accordance with one of the following: I. Comply with a more stringent local construction and demolition waste management ordinance; or 2. A construction waste management plan, per Section 4.408.2; or 3. A waste management company, per Section 4.408.3; or 4. The waste stream reduction alternative, per Section 4.408.4. Building Maintenance and Operation (4.410) ODM Manual: Air operation and maintenance manual shall be available in the building at the time of final inspection. Recycling by Occupants: Where 5 or more multifamily dwelling units are constructed on a building site, provide readily accessible area(s) that serves all buildings on the site and is identified for the depositing, storage and collection of non -hazardous materials for recycling, including (at a riiinimuni) paper, �_orrugated cardboard, glass, plastics, organic waste, and metals, or meet a lawfully enacted local recycling ordinance, if more restrictive. See exception for rural Jurisdictions. ENVIRONMENTAL QUALITY Fireplaces (4 ?03) Any installed gas fireplace shall be direct -vent scaled -combustion type. Any installed wood stove or pellet stove shall comply with U.S EPA New Source Performance Standards (NSPS) emission limits as applicable, and shall have a permanent label indicating they are certified to meet the emission limits. Wood stoves, pellet stoves and fireplaces shall also comply Tl�% with applicable local ordinances. � ��� Pollutant Control (4.5(14) � �� �� l/�� Irl . Duct openings and other related air distribution component openings shall be covered during construction. Adhesives, sealants and caulks shall be compliant with VOC and other toxic compound limits Aerosol adhesives and smaller unit sizes of adhesives and sealant or caulking compounds shall comply with statewide VOC standards and other requirements. Paints, stains acrd other coatings shall be compliant with VJC limits. 4.504.2.2 Aerosol paints and coatings shall be compliant with product weighted MIR limits for ROC and PERMIT other toxic compounds. Carpet and cat -pet systems shall be eompliantwitlt VOC; limits. 4.504.3 BUTTE COUNTY 0EVELOP 1ENT SE'F1VICESFIFVI W60 p oq At least 80°% of floor area receiving resilient flooring shall comply with specific VOC criteria. CODr- COMPLIANCE DATE Hardwood plywood, particle board and medium density fiberboard (MDF) used on interior or exterior of the building shall comply with formaldehyde emission standards. Documentation shall be provided to the City building inspector verifying that compliant materials have been used. REV. DATE BY No. A08/14/17 MMR Plan Ck. DRAWN BY MMR CHECKED BY DAIB 07-18-17 SCALE AS SHOWN JOB NO. 017-015 SHt::EI GN1! .2 SIGNATURE � ,gip„,, ;;6% o", M/ /� !Wv 'Oil/ii/ Z %�9 L%/ ^, d t U O w M O d' Ln U � U [� at Q o � w N cuQ N in d' E I` Q con U DRAWN BY MMR CHECKED BY DAIB 07-18-17 SCALE AS SHOWN JOB NO. 017-015 SHt::EI GN1! .2 SIGNATURE ,-L - CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Residential Building Calculation Date/Time: 14:38, Mon, Aug 14, 2017 Calculation Description: Title 24 Analysis input File Name: 071417 -Sharpe (GSD)Pln Ck.ribdl6x CF1 R -PRF -01 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Page 1 of 7 Project Name: Residential Building Calculation Date/Time: 14:38, Mon, Aug 14, 2017 Calculation Description: Title 24 Analysis Input File Name: 071417 -Sharpe (GSD)Pln Ck.ribdl6x GENERAL INFORMATION 01 ENERGY USE SUMMARY 01 Project Name Residential Building 04 05 02 Calculation Description Title 24 Analysis 08 Energy Use (kTDV/ft2-yr) 03 Project Location 4525 Wilder drive Compliance Margin Percent Improvement 04 City Forest Ranch 05 Standards Version Compliance 2017 06 Zip Code 95942 07 Compliance Manager Version BEMCmpMgr 2016.2.1 (695) 08 Climate Zone CZ16 09 Software Version EnergyPro 7.1 ------------ 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 (ft2) 600 15 Number of Zones 1 16 Slab Area (ft2) 600 17 Number of Stories 1 18 Addition Cond. Floor Area n/a 19 Natural Gas Available No 20 Addition Slab Area (ft2) nta 21 Glazing Percentage (%) 4.0% COMPLIANCE RESULTS 0' Building Complies with Computer Performance 02 This buildingincorporates features that require field testing and/or verification b -a certified HERS rater under the supervision of a CEC-a roved HERS provider. p q _ g Y p pp 03 This building incorporates one or more Special Features shown below This compliance analysis Is valid only for permitapplications through October 24, 2017 Registration Number: 217-P0102409946-000-000-0000000-0000 Registration Date/Time: 2017-08-15 11:27:25 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-07312017-695 Report Generated at: 2017-08-14 14:39:20 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE. METHOD CF1R-PRF-01 Project Name: Residential Building Calculation Date/Time: 14:38, Mon, Aug 14, 2017 Page 4 of 7 Calculation Description: Title 24 Analysis Input File Name: 071417 -Sharpe (GSD)Pln Ck.ribdl6x OPAQUE DOORS 01 ENERGY USE SUMMARY 03 01 04 05 06 07 08 Energy Use (kTDV/ft2-yr) Standard Design Proposed Design Compliance Margin Percent Improvement Space Heating 66.07 62.12 3.95 6.0% Space Cooling 3.37 2.25 1.12 33.2% IAQ Ventilation 1.60 1.60 0.00 0.0% Water Heating 48.43 47.27 1.16 2.4% Photovoltaic Offset ---- 0.00 0.00 ---- Compliance Energy Total 119.47 113.24 6.23 5.2% Registration Number: 217-P0102409946-000-000-0000000-0000 Registration Date/Time: 2017-08-15 11:27:25 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-07312017-695 Report Generated at: 2017-08-14 14:39:20 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE. METHOD CF1R-PRF-01 Project Name: Residential Building Calculation Date/Time: 14:38, Mon, Aug 14, 2017 Page 4 of 7 Calculation Description: Title 24 Analysis Input File Name: 071417 -Sharpe (GSD)Pln Ck.ribdl6x OPAQUE DOORS 01 02 03 01 02 03 04 Name Side of Building Area (ft2) U -factor Door Front Wall 18.9 0.50 Door 2 Wall 37.8 0.50 Door 3 Left Wall 112.0 0.18 OPAQUE SURFACE CONSTRUCTIONS 01 02 03 04 05 06 07 energy can both be seen EDR of Standard Design EDR of Proposed Design EDR Value of Proposed PV Final EDR of Proposed Design Total Cavity Winter Design 44.0 Construction Name Surface Type Construction Type Framing R -value U -value Assembly Layers photovoltaic (PV) renewable energy generation sufficient to achieve a Final Energy Design Rating (EDR) of zero or less. The PV System must be verified. 600 72.6 None 0.8 No • inside Finish: Gypsum Board Garage_ 763 95.3 None 0 No • Cavity/ Frame: no instil. / 2x4 Efficiency Rating/Pilot (Int/Ext) Recovery Eff NEEA Heat Pump Type Condition DHW Heater 1 • Exterior Finish: Wood R-0 Wall 2x6 Externo- Walls Wood Framed Wall 2x4 @ 16 in. O.C. none 0.302 Siding/sheathing/decking nia Ceilings (below Instan aneous o Inside Finish: Gypsum Board R-0 Roof Attic attic) Wood Framed Ceiling 2x4 @ 24 In. O.C.none 229.1 0.481 Cavity/ Frame: no inset. / 2x4 Left Wall Garage_ R-0 Wali 2x6 270 Left 198 • Cavity / Frame: no insul. / 2x4 Top Chrd 90 Rear Wall 2 _ R-0 Will 2x6 Q Back • Roof Deck: Wood Siding/sheathing/decking 0 90 Roof 2 2x4 Top Chord of Roof Truss @ 24 R-0 Roof Attic F Tile Gap: present Attic Garage Roof Cons Attic Roofs Woad Framed Ceiling in. O.C. none 0.412 Roofing: Light Roof (Metal Tile) • Cavity/ Frame: no insul. / 2x4 Top Chrd M t�4i' • Roof Deck: Wood Sidin0heathingdecking t�tS 3 2x4 Top Chord of Roof Truss @ 24 m Tile Gap: present Attic RoofZone 1 Attic Roofs Wood Framed Ceiling in. O,C, none 0.412 Roofing: Light Roof (Metal Tile) Inside Finish: Gypsum Board Cavity/ Frame: R-21 / 2x6 • Exterior Finish: Wood R-21 Wall Wood Exterior Walls Wood Framed Wall 2x6 @ 16 in. O.C. R 21 0.066 Siding/sheathing1decking • Inside Finish: Gypsum Board Ceilings (below Cavity/Frame: R-9.1 /2x4 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 sn Cavity / Frame: R-21 / 2x6 R-21 Wali Wood Interior Walls Wood Framed Wall 2x6 @ 16 in. O.C. R 21 0.064 Other Side Finish: Gypsum Board Registration Number: 217-PO102409948-000-000-0000000-0000 Registration Date/Time: 2017-08-15 11:27:25 CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-07312017-695 HERS Provider: CaICERTS inc. Report Generated at: 2017-08-14 14:39:20 CF1 R -PRF -01 Page 2 of 7 ENERGY DESIGN RATING Energy Design Rating (EDR) is an alternate way to express the energy performance of a building using a scoring system where 100 represents the energy performance of the Residential Energy Services (RESNET) reference home characterization of the 2006 International Energy Conservation Code (IECC) with California modeling assumptions. A score of zero represents the energy performance of a building that combines high levels of energy efficiency with renewable generation to"zero out" its TDV energy. Because EDR includes consideration of components not regulated by Title 24, Part 6 (such as domestic appliances and consumer electronics), it is not used to show compliance with Part 6 but may instead be used by local jurisdictions pursuing local ordinances under Title 24, Part 11 (CALGreen). Asa Standard Design building under the 2016 Building Energy Efficiency Standards is significantly more efficient than the baseline EDR building, the EDR of the Standard Design building is provided for Information. Similarly, the EDR score of the Proposed Design is provided separately from the EDR value of installed PV so that the effects of efficiency and renewable energy can both be seen EDR of Standard Design EDR of Proposed Design EDR Value of Proposed PV Final EDR of Proposed Design 45.5 44.0 0.0 44.0 El Design meets Tier 1 requirement of 15% or greater code compliance margin (CALGreen A4.203.1.2.1) and Oil verification prerequisite. ❑ Design meets Tier 2 requirement of 30% or greater code compliance margin (CALGreen A4.203.1.2.2) and QII verification prerequisite. ❑ Design meets Zero Net Energy (ZNE) Design Designation requirement for Single Family in climate zone CZ16 (Blue Canyon) (CALGreen A4.2021.1.2.3) including on-site 1 photovoltaic (PV) renewable energy generation sufficient to achieve a Final Energy Design Rating (EDR) of zero or less. The PV System must be verified. REQUIRED SPECIAL FEATURES The following are features that must be installed as condition for meeting the modeled energy performance for this computer analysis. • Non-standard duct location (any location other than attic) 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 • Verified SEER • Fan Efficacy Watts/CFM HVAC Distribution System Verifications: • Duct Seating • Ducts located entirely in conditioned space confirmed by duct leakage testing Domestic Hot Water System Verifications: -- None -- 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 600 1 0 1 0 1 Registration Number: 2i7-PO1024099413-6'00-000-0000000.0000 Registration Date/Time: 2017-08-15 11:27:25 HERS Provider: CaiCERTS inc. CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1R-07312017-695 Report Generated at: 2017-08-14 14:39:20 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1 R -PRF -01 Project Name: Residential Building Calculation Date/Time: 14:38, Mon, Aug 14, 2017 Page 5 of 7 Calculation Description: Title 24 Analysis Input File Name: 071417 -Sharpe (GSD)Pln Ck.ribdl6x . SLAB FLOORS 01 02 03 04 Quality Insulation Installation (QII) Quality Installation of Spray Foam Insulation Building Envelope Air Leakage CFM50 Not Required Not Required Not Required -- 01 02 03 04 05 06 07 Name Zone Area (ft2) Perimeter (ft) Edge Insul. R -value & Depth Carpeted Fraction Heated Slab Zone 1 600 72.6 None 0.8 No Slab 2 Garage_ 763 95.3 None 0 No BUILDING ENVELOPE - HERS VERIFICATION 01 02 03 04 Quality Insulation Installation (QII) Quality Installation of Spray Foam Insulation Building Envelope Air Leakage CFM50 Not Required Not Required Not Required -- WATER HEATING SYSTEMS 01 02 03 04 05 06 Name System Type Distribution Type Water Heater Number of Heaters Solar Fraction (%) DHW Sys 1 DHW Standard DHW Heater 1 (1) 1 .0% WATER HEATERS 01 02 03 04 05 06 07 08 09 10 11 Heating Cooling Zonally Controlled I Compressor Type HERS Verification Tank Energy Cap 17 SEER Tank insulation Heat Pump System 1 Tank Location or 1 Heater 24000 Number Volume Factor or Input R -value Standby Loss l Ambient Name Element Type Tank Type of Units (gal) Efficiency Rating/Pilot (Int/Ext) Recovery Eff NEEA Heat Pump Type Condition DHW Heater 1 Gas Small 1 0 0.84 EF 199,000 Btuihr R-0 n1a a nia N Instan aneous o Front Wall 2 -Garage- R-0 Wall 2x6 180 Front SPACE CONDITIONING SYSTEMS 01 01 02 03 04 05 06 SC Sys Name System Type Heating Unit Name Cooling Unit Name Fan Name Distribution Name HVAC Systeml Heat Pump Heating and Heat Pump System 1 Heat Pump System 1 HVAC Fan 1 Air Distribution System 1 Cooling System HVAC - HEAT PUMPS 01 02 03 04 05 1 06 07 1 08 09 10 11 Name System Type Number of Units Heating Cooling Zonally Controlled I Compressor Type HERS Verification HSPFICOP Cap 47 Cap 17 SEER EER Heat Pump System 1 SplitHeatPurnp 1 10.5 24000 18500 17.5 12.5 Not Zonal Single Speed Heat Pump System 1 -hers -006 Registration Number: 217-PO10240994B-000-000-0000000-0000 CA Building Energy Efficiency Standards - 2016 Residential Compliance Registration Date/Time: 2017-08-15 11:27:25 HERS Provider: CaICERTS inc. Report Version - CF1 R-07312017-695 Report Generated at: 2017-08-14 14:39:20 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Residential Building Calculation Date/Time: 14:38, Mon, Aug 14, 2017 Calculation Description. Title 24 Analysis Input File Name: 071417 -Sharpe (GSD)Pln Ck.ribdl6x CF1 R -PRF -01 Page 3 of 7 ZONE INFORMATION e� Y 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 600 9 DHW Sys 1 337.5 30.9 90 Rear Wall Zone 1 R-21 Wall Wood o in N r N Right Wall Zone 1 R-21 Wall Wood o rn Right 198 0 90 Wall Zone 1>> Garage-,,,,, R-21 Wall Wood U! 37.8 f!1 Zone 1 R-38 Roof Attic w/ RB N 600 o Front Wall 2 -Garage- R-0 Wall 2x6 180 Front 229.1 0 90 Left Wall Garage_ R-0 Wali 2x6 270 Left 198 112 90 Rear Wall 2 _ R-0 Will 2x6 Q Back 471.4 0 90 Roof 2 Garase- R-0 Roof Attic F m� QII M t�4i' t�tS 3 m Q� N Z z z � z sn d E'' L Q Q) oM� ALL' « _o Q `C Q N: Q p [L© qui o0) � x 0 U. - X z W m °o o v a Gi hm. a, O = W ti! A w i mN o M E c fi O y y m m LL ac co _ a 0) EO t4 rn o0 :7, ° ro r , V ° N rw L ` O 0 CO ® C ®❑ 2) .2 c v ° o a w m U c o o m® ro o o o a c 2 a N m ® 4 0 U _O LLN W x o < u o o Q {L U I a Lt. _ �,�• ti? ro ' Z= ro LU o o oUL Q �' t Z v) O Z m Z s iJi 10 [•- O LL" H Q H +_' m Li ( QUJ W Z d v 0 w o m o N W_ � to _ © v MU) Z d W V VV �. �� W15 a W C a a �' Z , > o N o Z m° ° W LL 0 o ro LL j _ O Z -J ua11 CO) cc vro) T CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Residential Building Calculation Date/Time: 14:38, Mon, Aug 14, 2017 Calculation Description. Title 24 Analysis Input File Name: 071417 -Sharpe (GSD)Pln Ck.ribdl6x CF1 R -PRF -01 Page 3 of 7 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 600 9 DHW Sys 1 337.5 OPAQUE SURFACES 01 02 03 04 05 06 07 08 Name Zone Construction Azimuth Orientation Gross Area (ft) Window & Door Area (ft2) Tilt (deg) Front Wall Zone 1 R-21 Wall Wood 180 Front 337.5 30.9 90 Rear Wall Zone 1 R-21 Wall Wood 0 Back 116.3 12 90 Right Wall Zone 1 R-21 Wall Wood 90 Right 198 0 90 Wall Zone 1>> Garage-,,,,, R-21 Wall Wood 480 37.8 Roof Zone 1 R-38 Roof Attic w/ RB 600 Front Wall 2 -Garage- R-0 Wall 2x6 180 Front 229.1 0 90 Left Wall Garage_ R-0 Wali 2x6 270 Left 198 112 90 Rear Wall 2 Garage_ R-0 Will 2x6 Q Back 471.4 0 90 Roof 2 Garase- R-0 Roof Attic 763 ATTIC 01 02 03 04 05 06 07 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 5 0.1 0.85 No No Attic Zone 1 Attic RoofZone 1 Ventilated 5 0.1 0.85 Yes No FENESTRATION i GLAZING 01 02 03 04 05 06 07 08 09 10 Name Type Surface (Orientation -Azimuth) Width (ft) Height (ft) Multiplier Area (ft2 U -factor SHGC Exterior Shading Window Window Front Wall (Front -180) ---- - 1 F 0.30 0.23 Insect Screen (default) Window 2 Window Rear Wall (Back -0) 2017-08-15 11:27:25 Address: 1 12.0 0.30 0.23 Insect Screen (default) Registration Number: 217-PO10240994B-000-000-0000000-000L) Registration DateMme: 2017-08-15 11:27:25 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-07312017-695 Report Generated at: 2017-08-14 14:39:20 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01 Project Name: Residential Building Calculation Date/Time: 14:38, Mon, Aug 14, 2017 Page 6 of 7 Calculation Description: Title 24 Analysis Input File Name: 071417 -Sharpe (GSD)Pln Ck.ribdl6x HVAC COOLING - HERS VERIFICATION 01 02 03 04 05 06 Name Verified Airflow Airflow Target Verified EER Verified SEER Verified Refrigerant Charge Heat Pump System 1 -hers -cool Required 350 Required 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 1 DuctsInAll Sealed and tested 8 Conditioned zone 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 5,0 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 0.58 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 IAQ (Indoor Air Quality) FANS 01 02 03 04 05 06 Signature Date: Golden Sun Designs 2017-08-15 11:27:25 Address: IAQ Recovery 22189 Samson Ave Dwelling Unit IAQ CFM IAQ Watts/CFM IAQ Fan Type Effectiveness(%) HERS Verification SFam IAQVentRpt 21 0.25 Default 0 Required Registration Number: 217-PO102409948-000-000-0000000-0000 Registration Date/Time: 2017-08-15 1127:25 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-07312017-695 Report Generated at: 2017-08-14 14:39:20 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01 Project Name: Residential Building Calculation Date/Time: 14:38, Mon, Aug 14, 2017 Page 7 of 7 Calculation Description: Title 24 Analysis Input File Name: 071417 -Sharpe (GSD)Pln Ck.ribdl6x DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. 1 certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name: Documentation Author Signature: Max Ramirez &Wax (-Ramie' Company: Signature Date: Golden Sun Designs 2017-08-15 11:27:25 Address: CEA/HERS Certification Identification (if applicable): 22189 Samson Ave N/A CitylState/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. l 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. l 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 design 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: € c 7/(ccx c /,cnnireZ Max Ramirez Company: Date Signed: Golden Sun Designs 2017-08-15 11:27:25 Address: License: 22189 Samson Ave N/A City/State/Zip: Phone: Corning, CA 96021 530-321-7242 PERMiT #_.-_-.-.___.__ BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CLi CODE COMPLIANCE ��i1gTr� Digitally signed by CaICERTS. This digital signature is provided in order to secure the content of this registerezP0SSC ment,-and in fro way implies t e is#ration-BY� Provider responsibility for the accuracy of the information. Q Easy to Verify at CaICERTS.Com Registration Number: 217-PO102409948-000-000-0000000-0000 Registration Date/Time: 2017-08-15 11:27:25 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards -2016 Residential Compliance Report Version - CF1 R-07312017-695 Report Generated at: 2017-08-14 14:39:20 MMR CN1CKED BY DAT L-' 07-1$-17 SCALE AS SHOWN JOB NO. 017-015 SHF..F,r ENIr� ,I SIGNATURE a� .......... 1, L 147.87' SITE PLAN It' = 301 PERMIT #--- BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DATE ;-> 72�- _2 BY 6W -- /- a 1z REV. DATE T BY No. A08/14/1.7 1 Plan Ck. MMR MMR CHECKEDBY DATE 07-18-17 SCALE AS SHOWN JOB NO. 017-015 SHEET c0*0 SIGNATURE 24'-31 61'-11" i 14'-4" ROOM FINISH SCHEDULE ROOM NAME NO. FLOOR BASE NORTH WALL SOUTH WALL EAST WALL WEST WALL CEILING CEILING HEIGHT REMARKS GARAGE AREA 001 D E G G G G H f 9'-0 WITH CONCRETE SEALER METAL SHOP 002 D E G G G G H ± 9'-0 WITH CONCRETE SEALER WOOD SHOP 003 D E G G G G H +91-0 WITH CONCRETE SEALER DARKROOM 004 B F G G G G H f 91-0 BATH 005 B F G G G G H f 9'-0 HOBBY ROOM 006 B F G G G G H ± 91-0 WORKOUT ROOM 007 A E G G G G H +91-0 COVERED PATIO 008 D E G G G G H 9'-0 CONCRETE SEALER - OPTIONAL 51” 2 PAINT NOTES 1. INTERIOR WALLS AND CEILINGS AT DARKROOM: AS PER OWNER 2. BALANCE OF INTERIOR WALLS AND CEILINGS: WHITE, SATIN FINISH 3, ALL INTERIOR TRIM: WHITE, SATIN FINISH ROOF NOTES 1. NON -GLARE METAL ROOFING. 2. COLOR AND STYLE TO :MATCH EXISTING HOUSE 3. VERIFY NEW ROOF TO BE SOLAR READY FOR FUTURE SOLAR PANEL INSTALLATION 9'-6" ----------------------------------------- ,,,,,,, ,,,,,,, ,,,.,,. ,,,,,,, ,,,,,,, ,,,.,......,.......,., ,,,,, ,,,,,,. ,,,.,- ,,,,,,,. --------- 6020 ,...,,, ,,,.,,.„,,.,,.,,,,,,..,,,,,,6020 Awning 6020 Awning 2030 SId ` 00 N 0 M TI, ---------10 TYP. s)t Shelving Wood Shop Metal Sho c 102 � E oc � FIRE SEPARATION: 13 1. ALL INTERIOR WALL AREAS IN ROOMS #101, #102 & #103 SHALL BE FINISHED , ,,,,,,,, ,,,,,,, ,,,,,,, ,,,,,,, -- .......... VITR I ,2, MIN,,, YP UM•HOARII -4,...,., ,.,,,., ,,, 2. CEILINGS IN ROOMS #101, #102 & #103 �— 4x6 DF #2 SHALL BE FINISHED WITH EITHER 5/8" GYPSUM BOARD OR 1/2" GYPSUM CEILING BOARD <0. Base Cab. Q Garage Area 9 o _ Io1 F 131irkroom O I I A/C 1 104 L — J 21068 SC U 10 � WS o8 Base Cab. 6020 Awning + O 7 Landing Roof Above, Typ. Edge of Slab, typ. 4x4 Post w/ 1 x6 trim WET BAR to match existing house, W/ PBS Base & LCE Cap,Typ. 0 ti O 00 f_ 51, 2 12'-0" 6020 Awning MATERIAL LIST SYMBOL DESCRIPTION A WOOD LAMINATE B VINYL C HARD TROWEL CONCRETE D CONCRETE E Ix4 WOOD BASE F Ix6 COVED VINYL BASE G 1/2" GYPSUM WALL BOARD H 1/2" GYPSUM CEILING BOARD OR 5/8" GYPSUM BOARD I ( Gas line to new 1 propane tank 51, 2 i WH HP Workout Room N 107 1 A/C I I U, F — _1 �I r Q. ( Ld <CJ L—J Hobby Room i I.Of U WET BAR or, F& g 12 N I 6 Covered Patio 108 0 SC 6040 Sld (Egress) I 1 I Underground Water, Sewer & Electric 1 1 to connection points at existing house. 1 1 0 Compressor for Mini Split HVAC Unit 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 @ 16" O.C., TYP., U.N,O. KEYNOTE SCHEDULE 1D ATTIC ACCESS, 22"X30" MIN. WITH ELEC. SWITCH & LIGHT, TYP., U.N.O MAIN ELECTRICAL SUB -PANEL, 100 AMP., U.N.O. �} HVAC COMPRESSOR UNIT ON 3.1/2" CONC. PAD OR APPROVED EQUAL v W/ SERVICE DISCONNECT ON DEMAND WATER HEA'T'ER RAI ED FOR EXTERIOR INSTALLATION. •J .PROVIDE INSULATION ON FIRST 5 FT OF OUTLET PIPE. INSTALL AS PER MFG. O INSULATED HOSE BIB WITH BACK FLOW PREVENTER, TYP. DARKROOM DOOR SHALL BE WEATHER STRIPPED WITH A HANDICAP SILL O LANDINGS: MINIMUM WIDTH = WIDTH OF DOOR, DEPTH @ PATH OF TRAVEL = 36" MIN. WITH 2% MIN. SLOPE AWAY FROM STRUCTURE @ EXTERIOR, TYP.. U.N.O. �g SINK NOT TO EXCEED 225 SQ. IN. (15 X15 IF SQUARE) UNDER COUNTER REFRIGERATOR, NOT TO EXCEED 5 CF IN SIZE l0 WATER SOFTENER, EXACT LOCATION AS PER OWNER, TYP. 11 HEAT PUMP AC HEAD UNIT IN CEILING,L4'M- AND EXACT LOCATION AS PER OWNER, TYP., U.N.O. "t % Pi t ) 12 WET BAR W/ I 0 SF MAX. COUNTER SURF ACE 13 DOOR. 1.. SHALL BE SELF-CLOSING AND SELF -I ATCHING. 2. SHALL BE SOLID WOOD NOT LESS THAN 13/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 13/8 INCHES THICK, OR 20 -MINUTE FIRE RATED. I4 SHOWER TO .HAVE SMOOTH, NON-ABSORBANT SURFACES, SUCH AS CERAMIC TILE, OVER A MOISTURE RESISTANT UNDER-LAYMENT. SUCH WALL SURFACES SHALL EXTEND TO A MINIMUM HEIGHT OF 72" ABOVE THE SHOWER FLOOR. 15 SHOWERS SHALL BE PROVIDED WITH INDIVIDUAL CONTROL VALVES OF THE THERMOSTATIC MIXING, PRESSURE BALANCE OR COMBINATION VALVE TYPE. CONSTRUCTION NOTES I. FRAMING OF LOAD BEARING WALLS: 2x6 STUD WALL cr, 16" O.C. W/ DOUBLE 2x6 DF #2 TOP PLATES, 20 STUD WALL @ 16" O.C. W/ DOUBLE 2x4 DF #2 TOP PLATES, LAP ALL TOP PLATES 4'-0" WITH (12) 16d EACH SIDE OF SPLICE SEE DETAILS 2. BEARING .HEADERS SHALL BE 6x8 DF #1 MIN. �. 2x6 WALLS TYP. U.N.O 3. ALL BEARING HEADERS SHALL HAVE (2) 2x TRIMMERS, TYP., U.N.O. 4. ALL NEW POSTS DF #I, 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. 7. GYPSUM BOARD: CEILINGS: 112 CEILING BOARD OR 5/8 GYP. BRD. TYP. U.N.O. WALLS: 1/2" GYP.BRD, TYP., U.N.O. S. DOUBLE STUDS AT ALI, PANEL SEAMS. 9.. ALL FIXTURE' DOORS, WINDOWS, FLOORING, INTERIOR & EXTERIOR MATERIALS, COLOR AND STYLE AS PER OWNER, TYP U.N.O. 10. WINDOW NOTES. I . WINDOWS SHALL BE INSTALLED AT CENTER OF INTERIOR 1 WALL WHERE NO FRAMING DIMENSIONS ARE SHOWN, TYP. U.N.O. 2. BE CONSTRUCTED OF MULTI -PANE GLAZING WITH A .MINIMUM OF ONE EXTERIOR TEMPERED PANE 3. EGRESS WINDOWS- THE TOP OF THE BOTTOM WINDOW FRAME (OPENING) SHALL NOT EXCEED 44 FROM THE TOP OF FINISH FLOOR, TYPICAL FOR ALL BEDROOM WINDOWS. 11. DOOR NOTE. ALL DOOP S SHALL BE INSTALLED @ CENTER OF WALL OR 3 1/2" MIN, FROM NEAREST INTERSECTING WALL, TYP., U.N.O. 12. CONTRACTOR SHALL VERIFYALL DIMENSIONS, ROOF SLOPES AND CEILING CONFIGURA TIONSPRIOR TO THE ORDERING OF TRUSSES. DIMENSION NOTES 1. SEE FOUNDATION PLAN FOP, DIMENSIONS NOT SHOWN 2. FOUNDATION PLAN DIMENSIONS SHALL SUPERSEDE ALL OTHER DIMENSIONS 3. CONSTRUCTION DIMENSIONS ARE FROM FACE OF STUD, TYP., U.N.O. PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE G DATE (-' k' 7 ____BY �V ACCESSORY USE NOTES 1. THIS BUILDING COMPLIES WITH BUTTE COUNTY'S BUILDING MATRIX FOR ACCESSORY USES. FORM INF -1. :FLOOR PLAN 141 = 1'-01 1 N PROJECT' W NORTH E 1 S REV. DATE BY No. b08/14/1.7 Plan Ck. MMR I/.3/ v' Zz i/m/m, { 00 iii- -- r o, C 1%i jyi� d .✓ a ll 16/0001 mo 0 Q Q+ W N d' L l U � U C1 �i � N 0 w° C N Q d- 0 w MMR C:I1I',('KFD ail' DATE 07-18-17 SCALB AS SHOWN JOB NO. 017-015 s�It::f:r A1.0 I 4- -0m m mo me j, z U) .d, H E E E H E Y .. N I C^. 0 C y z -0m m mo me j, z U) .d, AMANDA & ROBERT SHARPE PROJECT NEW DETACHED mw GARAGE / HOBBY ROOM \ o �c �� "� ' : � � \ B � � � �r EXTERIOR �, � � � �.�,.� �� �,., �,.,� o.� �� � � �� o, ELEVATIONS „t t Robin 4525 Wilder Drive, Forest Ranch, CA 95942 APN: 063-310-011-000 H E E E H E > e oz� r9 �° "> z > tz �z a� Sr" Irl a� >d 'd b Z Ca Z ox AMANDA & ROBERT SHARPE PROJECT NEW DETACHED mw GARAGE / HOBBY ROOM \ o �c �� "� ' : � � \ B � � � �r EXTERIOR �, � � � �.�,.� �� �,., �,.,� o.� �� � � �� o, ELEVATIONS „t t Robin 4525 Wilder Drive, Forest Ranch, CA 95942 APN: 063-310-011-000 C �� d TITLE 24 LIGHTING DESIGN GUIDE AT NEW CONSTRUCTION BATHROOMS, GARAGE, LAUNDRY, UTILITY ROOMS: ALL HIGH EFFICACY AND AT LEAST ONE HIGH EFFICACY FIXTURE IN EACH ROOM CONTROLLED BY A VACANCY SENSOR. (MANUAL -ON, AUTO OFF, SENSOR) ALL OTHER INTERIOR ROOMS (E.G. LIVING ROOM, DINING ROOM, BEDROOMS): ALL HIGH EFFICACY. CONTROLLED BY DIMfMER OR VACANCY SENSOR WHERE REQUIRED OR DESIRED. (MANUAL -ON, AUTO OFF, SENSOR) DIMMER OR SENSOR SWITCH NOT REQUIRED IN HALLWAYS AND CLOSETS LESS THAN 70'•r' OUTDOOR LIGHTING ATTACHED TO BUILDINGS: ALL LUMINARIES THAT ARE INSTALLED SHALL BE HIGH EFFICACY. SHALL MEET i IN ADDITION TO EITHER ii OR iii MUST BE PROVIDED: i. ON/OFF SWITCH THAT DOES NOT OVERRIDE TO ON FOR THE FOLLOWING CONTROLS AND ii. PHOTOCELL AND MOTION SENSOR (OVERRIDE ONLY ALLOWED IF AUTOMATICALLY RESETS WITIIIN SIX HOURS) OR iii.:PHOTOCONTROL AND AUTOMATIC TIME SWITCH (O(OVI::RR.1 DE ONLY ALLOWED IF AUTOMATICALL Y RESETS WITHIN SIX HOURS) OR ASTRONOMICAL TIME CLOCK (OVERRIDE ONLY ALLOWED IF AUTOMATICALLY RESETS WITHIN SIX HOURS) OR EMCS THAT PROVIDES THE FUNCTIONALITY OF A ASTRONOMICAL TIME CLOCK AND MEETS INSTALLATION CRITERIA OF § 130.4 AND DOES NOT ALLOW THE LUMINAIRE TO ALWAYS BE ON, AND IS PROGRAMMED TO TURN THE OUTDOOR LIGHTS OFF DURING THE DAY. 2'-0" VENTILATION SCHEDULE � D ELECTRICAL FIXTURE SCHEDULE VENTED AREA IN SQ FT SQ. FT. OF NET VENTILATION AREA REQUIRED SYMBOLS ( AREA VENTED =- 150 ) 1,363 9.1 Al CEILING FAN BOX AS PER CEC 422-18 � GABLE ROOF VENT 12 A2 2 A3 DAMP OR EXTERIOR LOCATION. WALL MOUNTED FLUORESCENT OR LED 1 A4 WIDTH USE. NET AREA QUANTITY AREA IN 1 TYPE OF IN IN COLOR AS PER OWNER, TYP., U.N.O. IN SQ. FT. 1 12 SQ FT VENT INCHES I INCHES EACH WALL MOUNTED DELTA BREEZ GREEN BUILDER #GBR80LED I M 1 PROVIDED 4m FRIEZE VENTS VULCAN VE3522 W/ LED LAMP, 80 CFM EXHAUST FAN (OR EQUAL) INSTALL W/ HUMIDITY SENSING SWITCH I M2 FI INDOOR AIR QUALITY EXHAUST FAN. AS PERS ENERGY REPORT, 21 CFM MIN. f \ GABLE VENT 18 X ,4 = 1.3 X 2 - 2.6 OR EQUAL, FIRE VENT MOUNTED 48" ABOVE FINISH FLOOR, TYP., U.N.O. ABOVE COUNTER SWITCHES: THE BOT'T'OM OF ALL LIGHT SWITCH BOXES TO BE MOUNTED 2" ABOVE BACK SPLASH OR COUNTERTOPS, TYP., U.N.O. FRIEZE VENT 2.2 X 3.5 - 0.28 X I 1 - 3.0 RIDGE VENT RIDGE VENT --- X --- - 0,14/11 X 62 - 8.6 COR -O -VENT V-600 TOTAL VENT AREA PROVIDED: (MUST EQUAL OR EXCEED NET AREA REQUIRED) = I4.2 OR EQUAL, NOTES: 1. HARDIE SOFFIT PANEL VENT AT 0.03 SF PER LIMIER FT. 2. VEN'T'ED LENGTH Co), 64 FT, A TOTAL OF 3.7 SF OF VENTED AREA 3. SOFFIT VENT AREA NEEDS TO BE > FRIEZE VENT AREA 61'-I 1y2" 4 v v N- - - - - - - 6x8 DF #1 AT ALL WINDOW & DOOR HEADERS` II 3:12 BROKEN RIDGE TYP.(- D2 5D2 Q as s s 9:12 F_ - -I RIDGE I A/C I I U v I F- 7 d QQ 9:12 II � II IBJ ...:. < r A/c Tf Tf 1 H5I1 'TYP. 4x4 DF A POST W./ EPCZ POST CAP, TYP. 36'-8" BROKEN RIDGE 3:12 4 3 SD2 ------------- --- -�- 4x1Q DF #1 d� Porch Beam A 1 12'-1 1" 9 12'-4y2" ROOF PLAN 1/4" = P-0" T-0" ROOF NOTES L I/2" CDX APA RATED PLYWOOD OR OSB EQUIVALENT. APPLY FACE GRAIN PERPENDICULAR TO FRAMING, STAGGER PANELS AND NAIL W/ 8d ((i 6" O.C. EDGE AND 12" O.C. FIELD. EDGE NAIL AT GABLE END TRUSSES, DRAG TRUSSES, FRIEZE BLOCKING, AND ALL SUPPORTED EDGES. 2. ROOF SHALL BE CONSTRUCTED WITH MANUFACTURED 'TRUSSES @, 24" O.C., TYP., U.N.O. 3. ALL TRUSSES SHALL BEAR A STAMP IDENTIFYING THE MANUFACTURER, LOADING CRITERIA & SPACING. PROVIDE A COPY OF THE TRUSS CALLS. @ JOB SITE. 4. ALL PLYWOOD AND OSB SHALL BE APA STRUCTURALLY RATED FOR THE PROPOSED APPLICATION. 5. NOT USED 6. HEADERS: 6x10 DF #1, ON 2x6 WALLS, TYP., U.N.O. ON PLAN 4x 12 DF # 1, ON 20 WALLS, TYP., U.N.O. ON PLAN 7. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CEILING CONFIG URA TION A ND ROOF SLOPES PRIOR TO THF. ORDERING OF T'RUSS'ES. ELECTRICAL PLAN l/4" = 11-01, OUTLET SCHEDULE DUPLEX WALL RECEPTACLE, W/ GFI GFI CONVENIENCE TYPE. 220 VOLT SINGLE PHASE 2'20 0 DUPLEX OUTLET / 110 V. WP GFI GROUND FAULT / WATERPROOF QNATURAL GAS OR LPG 2?0 DISCONNECT SWITCH / 220 V./ OUTDOOR RATED NOTES: BELOW COUNTER OUTLETS: THE TOP OF ALL ELECTRICAL, PHONE AND COMMUNICATION OU'T'LET BOXES TO BE MOUNTED @ 16" ABOVE FINISH FLOOR, TYP., 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 O ATTIC ACCESS, 22"X30" MIN. WITH ELEC. SWITCH & LIGHT, TYP., U.N.O. / J D MAIN ELECTRICAL SUB -PANEL, 100 AMP., EXACT LOCATION MAY VARY AS PER ELECTRICAL CONTRACTOR AND PG&E REQUIREMENTS. WIRE FOR GARAGE DOOR OPENER W/ SWITCH. A/C UNIT, WITH SERVICE DISCONNECT SWITCH, TYP., U.N.O. OUTLETS REQUIRED AT COUNTERS AS PER 2016 ELECTRICAL CODE SECTION 210-52 (C) O NOTE USED ODUPLEX WALL RECEPTACLE, UNDER COUNTER FOR MINI REFRIGERATOR O PROVIDE INTERSYSTEM BONDING 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 no THE SERVICE PANEL AND/OR SUBPANEL SHALL PROVIDE CAPACITY TO INSTALL A 40 AMP MIN. 208/240 -VOLT DEDICATED BRANCH CIRCUIT. INSTALL A ONE INCH MIN. CONDUIT FOR THAT BRANCH CIRCUIT. THE CONDUIT TERMINATION LOCATION SHALL BE VISIBLY MARKED AS "EV CAPABLE". ELECTRICAL NOTES I . SEE GENERAL NOTES FOR ELECTRICAL REQUIREMENTS. 2. TELEPHONE, TELEVISION AND COMPUTER OUTLETS SHALL BE LOCATED AS PER OWNER 3, HOBBY ROOM RECEPTACLES SHALL BE ON A MINIMUM OF (2) SEPARATE 20 AMP SMALL APPLIANCE BRANCH CIRCUITS. THESE CIRCUITS SHALL NOT SERVE ANY OTHER APPLIANCES OR FIXTURES EXCEPT THAT THEY MAY SERVE A REFRIGERATOR. RECEPTACLES. 4. ALL OF THE RECEPTACLES THAT SERVE THE COUNTE'S'S SHALL BE GFCI PROTECTED. 5. ALL CIRCUITS SHALL HAVE GFCI PROTECTION. 6. ALL RECEPTACLES SHALL BE TAMPER RESISTANT. 7. OUTLETS IN THE WORKOUT ROOM AND HOBBY ROOM TO BE PROTECTED BY A LISTED COMBINATION -TYPE ARC -FAULT CIRCUIT INTERRUPTER, INSTALLED TO PROVIDE PROTECTION OF THE ENTIRE BRANCH CIRCUIT E PERMIT # RUT?rE COUNTY pEVEL'opTv1ENT SFRVlCES q vI V IE FOR CODE C) "I LAN E q [ ,&-17 RY_._60 .______--- - DATE # � D ELECTRICAL FIXTURE SCHEDULE CEILING FAN W/ LIGHTS & APPROVED 6 Al CEILING FAN BOX AS PER CEC 422-18 LED CAN LAMP LE LED CAN LAMP, RATED FOR WE, 12 A2 2 A3 DAMP OR EXTERIOR LOCATION. WALL MOUNTED FLUORESCENT OR LED 1 A4 (L} Y EXTERIOR LIGHTING, RATED FOR EXTERIOR USE. 1 EI FLUORESCENT OR LED LAMP, CEILING MOUNT COLOR AS PER OWNER, TYP., U.N.O. 1 12 -(S r FLUORESCENT OR LED LAMP, SURFACE .MOUNT, Y TYP., U.N.O. FLUORESCENT OR LED LIGHT BAR, I E3 WALL MOUNTED DELTA BREEZ GREEN BUILDER #GBR80LED I M 1 W/ LED LAMP, 80 CFM EXHAUST FAN (OR EQUAL) INSTALL W/ HUMIDITY SENSING SWITCH I M2 FI INDOOR AIR QUALITY EXHAUST FAN. AS PERS ENERGY REPORT, 21 CFM MIN. f \ EA - SWITCH/SINGLE m-64- SWITCH / THREE WAY >Gq- SWITCH / SINGLE: VACAN�.Y SENSOR, PRESS ON, AUTO OFF w- SWITCH / SINGLE: TO EXTERIOR LIGHT W/ MOTION SENSOR 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 BOT'T'OM OF ALL LIGHT SWITCH BOXES TO BE MOUNTED 2" ABOVE BACK SPLASH OR COUNTERTOPS, TYP., U.N.O. W.U.I. (ROOFING) THIS PROPERTY IS WITHIN A WILDLAND URBAN INTERFACE (WUI) & MUST COMPLY WITH THE FOLLOWING: COMPLY WITH THE REQUIREMENTS OF 2016 CRC SECTION R337, MATERIALS & CONSTRUCTION METHODS FOR EXTERIOR WILDFIRE EXPOSURE. ROOFING: R337.5 ROOFS SHALL COMPLY WITH THE REQUIREMENTS OF SECTIONS R337 & 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. R337.5.2 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 LENGTH OF THE VALLEY. R337.S.3 3) ROOF GUTTERS: ROOF GUTTERS SHALL BE PROVIDED WITH THE MEANS TO PREVENT THE ACCUMULATION OF LEAVES & DEBRIS IN THE GUTTER. R337.S.4 W.U.I. (VENTING) THIS PROPERTY IS WITHIN A WILDLAND URBAN INTERFACE (WUI) & MUST COMPLY WITH THE FOLLOWING: COMPLY WITH THE REQUIREMENTS OF 2016 CRC SECTION 8337, MATERIALS & CONSTRUCTION METHODS FOR EXTERIOR WILDFIRE EXPOSURE. VENTS: R337.6 REQUIREMENTS: R337.6.2 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: l) THE DIMENSIONS OF THE OPENINGS THEREIN SHALL BE A MINIMUM OF 1/16 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, JVITH 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. 8337.6.3 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 R337.6.2 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, OR IGNTT`ON-RESISTANT-MATERIALS AS DETERMINED IN ACCORDANCE WITH SFM STANDARD 12- 7A-5 IGNITION -RESISTANT MATERIAL & THE VENT IS LOCATED MORE THAN 12 FEET FROM THE GROUND OZ WALKING SURFACE OF A DECK, PORCH, PATIO, OR SIMILAR SURFACE. 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AJ yZNzv, N L = 21-8" °nr'O Z > � c Z �©rxn 1.. = 21'81' V� mr� zr tlA qq � b :a 04 O c,,, kIi Om Ox r � < d D ----------- -- -- ------ i 2'-7y2" / r ,a 6-0'r 4'-0" 21068 SG C, r m_ C I �► �-moi MMI omp -0mm yam 30 zi m C 0 m cn R> CD p m rbz >N W � �> �c C) ' .yo ro ob 0 >o> �roNo v y r)moo z z dp rOz �az� !--7 O m y vp> > C 10 'L, Z y d _x-11'4 TSCA �cn(� C1y� C -t OOZz ' v'aty yn� Zo��� v,d 'O C- m 171 zom o���o b_On N z r d w C).��m z�� m Y0 10 r v� rj CJ] N> �F2 O t: r t- m tz w o Un C7 p YZ� �' O r �Z r~ t AMANDA & ROBERT SHARPE PROJECT NEW DETACHED` rc%e rns 11 DIMENSIONED WALL GARAGE / HOBBY ROOM �, "� gp%� u,' \1 C, „ r FRAMING PLAN FOUNDATION PLAN 11 t ,,t Col.mrRobin0k-khemda, 4525 Wilder Drive, Forest Ranch, CA 95942 APN: 063-310-011-000 > r-�DC� GG -V �mr17— �a>=�z�c�n >Zr-It' m r Z ,� � x C7 � s � `p � 1. o •� C ,� � c d ,�r z 000 4 2'-8'r 8''Or' 8'-O" 21'8" 7� zm- d�nr n > mr Z R> CD p m rbz >N W � �> �c C) ' .yo ro ob 0 >o> �roNo v y r)moo z z dp rOz �az� !--7 O m y vp> > C 10 'L, Z y d _x-11'4 TSCA �cn(� C1y� C -t OOZz ' v'aty yn� Zo��� v,d 'O C- m 171 zom o���o b_On N z r d w C).��m z�� m Y0 10 r v� rj CJ] N> �F2 O t: r t- m tz w o Un C7 p YZ� �' O r �Z r~ t AMANDA & ROBERT SHARPE PROJECT NEW DETACHED` rc%e rns 11 DIMENSIONED WALL GARAGE / HOBBY ROOM �, "� gp%� u,' \1 C, „ r FRAMING PLAN FOUNDATION PLAN 11 t ,,t Col.mrRobin0k-khemda, 4525 Wilder Drive, Forest Ranch, CA 95942 APN: 063-310-011-000 > r-�DC� GG -V �mr17— �a>=�z�c�n >Zr-It' m r Z ,� � x C7 � d a�;n z 8rr >�>`or> rmcco>zm d ,�r z o 2'-8'r 8''Or' 8'-O" 21'8" 7� zm- d�nr n > mr >v�v, HOZ'' f� p `COc�n H7 N y �N dim ° V� r --r Z y .�. AJ yZNzv, L = 21-8" °nr'O Z > � c Z �©rxn 1.. = 21'81' V� mr� zr >� � b �m 04 O c,,, kIi Om Ox r � < d D ----------- -- -- ------ , >41 / r ,a I I I I N I I I I I I - I I r IN I .100 17 - z �I o t L - 4r_011 .�------r---- ---------- — -- ---- r� -------- ------ — -------� r \ D 0 b I I v, L _ 4,_0n , X, 5'-4." 4 D RRIbmg021\1 n tE., 06 RUMN kR 0. 1/4",/ FT 0.1 I 8'-0" EKD IN 777 .:: ---� -----------DJaLL N •\. — —— — — — — — —— .: r - O I � r I I I I � I � I I = I I - I I — — — — — — — — — — — — — — — — — — — — — — — — — ' N' = ..�.. N R> CD p m rbz >N W � �> �c C) ' .yo ro ob 0 >o> �roNo v y r)moo z z dp rOz �az� !--7 O m y vp> > C 10 'L, Z y d _x-11'4 TSCA �cn(� C1y� C -t OOZz ' v'aty yn� Zo��� v,d 'O C- m 171 zom o���o b_On N z r d w C).��m z�� m Y0 10 r v� rj CJ] N> �F2 O t: r t- m tz w o Un C7 p YZ� �' O r �Z r~ t AMANDA & ROBERT SHARPE PROJECT NEW DETACHED` rc%e rns 11 DIMENSIONED WALL GARAGE / HOBBY ROOM �, "� gp%� u,' \1 C, „ r FRAMING PLAN FOUNDATION PLAN 11 t ,,t Col.mrRobin0k-khemda, 4525 Wilder Drive, Forest Ranch, CA 95942 APN: 063-310-011-000 > r-�DC� � �mr17— �a>=�z�c�n >Zr-It' m r Z ,� � x C7 � d a�;n z >�>`or> rmcco>zm d ,�r z o �rnom a ° z�x 7� zm- d�nr n > mr >v�v, HOZ'' f� p `COc�n H7 N y �N dim ° P >md Z y .�. AJ yZNzv, OCA` °nr'O Z > � c Z �©rxn d m n� V� mr� zr >� � b �m 04 O c,,, kIi Om Ox r � < d rn R> CD p m rbz >N W � �> �c C) ' .yo ro ob 0 >o> �roNo v y r)moo z z dp rOz �az� !--7 O m y vp> > C 10 'L, Z y d _x-11'4 TSCA �cn(� C1y� C -t OOZz ' v'aty yn� Zo��� v,d 'O C- m 171 zom o���o b_On N z r d w C).��m z�� m Y0 10 r v� rj CJ] N> �F2 O t: r t- m tz w o Un C7 p YZ� �' O r �Z r~ t AMANDA & ROBERT SHARPE PROJECT NEW DETACHED` rc%e rns 11 DIMENSIONED WALL GARAGE / HOBBY ROOM �, "� gp%� u,' \1 C, „ r FRAMING PLAN FOUNDATION PLAN 11 t ,,t Col.mrRobin0k-khemda, 4525 Wilder Drive, Forest Ranch, CA 95942 APN: 063-310-011-000 > 0.0 z 7� CENTERLINE OF LOWER PLATE SPLICE 111100/11 EXTERIOR SIDE OF STRUCTURE WALL BEYOND CENTERLINE OF UPPER PLATE SPLICE (2) BARS @ TOP & BTM. D -PRESS W/ I x, E (MATCH WALL STUD) POST AS IMP FOR GARAGE DOOR SEAL INTERIOR SLA PBS POST BASE, TYP. PER PLAN RAMP U P TO PER PLAN')I 12-16d EACH SIDE OF UPPER 4'-0" MIN LAP PLATE SPLICE AND LOWER PLATE ;=PLAN FINISH FLOOR SLAB BEYOND SPLICE (STAGGER NAILS) Vii,, SLAB COVERED PLAN VIEW VIEW PORCH, PER PLAN 2x T LL – — — — — — — — — — — — N. (J. NATURAL TOP PLATES% <1 GRADE 4 FTG. BELOW,'f'YP.—/ SSTB ANCHOR OLT, WHERE OCCURS, PER PLAN A, NOTE: "u, 'Zz If Mr/ F/t/' SAME AS [/SDI ... ........ L 30" MINIMUM WHERE HERE EXCEPT AS NOTED INTERIOR SIDE OF STRUCTURE HD/HTT/MTTIHDU2 TURE 'HDU2 (1) BAR @ TOP & BTM, ;,iii. IM POST FOOTING, TYP. 11;1�_ 7711 2x STUD.' 16" O.C,, TY.. HOLD-DOWNS OCCUR OCCUR OTHERWISE �ISE "_�(2) (2) 44 BAR EACH WAY, L 40 DIAMETERS IN CONCRETE � IN CONCRETE #4 BAR TOP & BOTTOM 3" CLR FROM SOIL, TYP. Ry L 48 DIAMETERS IN MASONRY IN MASON] NOTES: L SPLICE UPPER AND LOWER PLATES CENTELINE OF STUDS 2. 16d @,, 12" OC IS TYPICAL BETWEEN SPLICES WALL TOP PLATE SPLICE (NAILED)CORNER 12 REINF. GARAGE APRON a D GARAGE APRON PORCH POST FOOTINGS Not to Scale Not to Scale Not to Scale Not to Scale 4'-0" MIN, 2'-8" MIN. 0 lid CONTINUOUS DOUBLE TOP PLA'T'ES; "TYP, ,---CONTINUOUS DOUBLE TOP PLATES, TYP. a p w� SEE BRACE WALL PLAN FOR SHEATHING REQUIREMENTS DBL. STUDS OR 4x4 POST, TYP. CONCRETE X SLAB, SEE �FNT) PLAN PORCH SLAB PER PLAN 1,,2" DIA., NUN. A.B.'S W/ A, d. 3"x3"x .229" PLATE 0 1/2" DIA., MIN. A.B.'S W/ WASHERS, EMBED 7" MINL N.G. 3"x3"x.229" PLATE SIMPSON HDU2 ON 4X, OR BDL. STUD INTO STEMWALL, (2) PER u .,-2X WASHERS, EMBED 7" MIN. 2x STUDS W/ SDS 1/4" X 2 1 BRACE WALL, .�2X STUD A A 4. A INTO STEMWALL, (2) PER SCREWS W/ SSTB 16 ANCHOR 6d) 12" MAX.. 4" MIN. BRACE WALL, BOLT (,MONO POUR) FROM. ENDS & q,, 12" MAX., 4" MIN. 6 SPLICES,TYP_ U.N.O. NATIVE FROM ENDS & SIMPSON TITAN 111) MAY BE ..... ....... . ........ .... A SPLICES. TYP., U.N.O. USED AS AN ALTERNATE. INSTALL AS MI -R. A, PER 2x PT SILL PLATE, TYP., U.N.O. 2x PT' SILL PLATE, 1/2" MIN, (u TYP_ U.N.O. EXPANSION 12" U.N.O. NOTE: 4 FTG., NOTE THATTHIS FOOTING 4 41 4 MATERIAL ON PLAN SAME AS 1/SDI WILL BE DEEPER TO 4, 4 X EXCEPT AS NOTED, ACCOMMODATE THE LONGER 4 ANCHOR BOLT, INSTALL AS PER Al 41 A, SIMPSON STRONG TIE 4 4, INSTRUCTIONS, TYP., U.N.O. NOT USED AB BRACE WALL, TYP. BRACE WALLSLAB 5 AT PORCH Not to Scale Not to Scale Not to Scale Not to Scale SIMPSON DTC 2'-8" MIN. EAC'I-ITRUSS, 'I'YP., U.N.O. z CONTINUOUS DOUBLE TOP PLATES, TYP. .Ja 2X STUD WALL 16" OC. W/ 2X PT MUD SILL W/ BTM. CHORD HEADER 1/2" DIA,, MIN. A,B.1S W/ OF TRUSS WHERE OCCURS21X PT MUD SILL ATTACHED TO CONCRETE FLOORS 3"x3"x.229" PLATE WASHERS, �EMBED v SEE PLAN W/ 1/2" DIA., MIN. A.B.'S W/ 3 "0"x.229" PLATE 7" MIN. INTO STEMWALL a- INTERIOR NON LOAD WASHERS, W,7" MIN. EMBEDMENT OR W`SIMPSON (t�, 61-01' MAX., O.C., TYP., U.N.O. <r BEARING WALLS, TYP., U.N.O. u KING STUD (y: CORNERS, B� RI -5x8 ANCHORBOLT, WITH SIMPSON SET EPDXY, BRACE WALL (2) PER PIECE MIN., & 12" MAX., 4" MTN� v WHERE OCCURS, TYP. INSTALL AS PER MFG. OR 5/8" ANCHOR BOLTS PER PLAN FROM ENDS & SPLICES., TYP., U.N.O. INTERIOR FINISH, TYP_ U.N.O. ST6224 STRAPS SPACED (4,'48" O.C., TYP. (2) PER PIECE 4" MIN. & EXTERIOR FINISH 12" MAX. FROM ENDS & SPLICES, TYP., U.N.O. AT NON BRACED WALL LOCATIONS, SEE BRACED WALL PERPENDICULAR TO TRUSS CONCRETE SLAB SCHEDULE, FOR BRACED WALL ATTACHMENT REQUIREMENTS. E.N. CONCRETE PER PLAN WEEP SCREED SLAB, SEE o IF STUCCO IS USED FND PLAN SIMPSON DTC 4� EACH TRUSS, TYP., U.N.O. F.G. A (2) 2X OR (1) 4X, TYP. 1/2" DtA., MIN. A.B.'S W/ 4, 4 ';""/n' "�� r"i", " 0,1; VIP v""53777,71 2 3"y.3"x.'2' 9" PLATE N G 4, WASHERS, EMBED 7" MIN.10" "J/h, /A BTM. CHORD INTO STEMWALL, (2) PER SIMPSON HDU2, 4 1;11 � ' , 1-1 Il— CIA OF TRUSS, TYP. BRACE WALL, W/ SDS 1/4" X 2 1"" SCREWS 12" MAX., 411 MIN, 1 1 NATIVE (-)0 • NATIVE 2X BLOCKING W/SSTB16 ANCHOR " , u 4 vi a, 48" O.C., TYP. FROM ENDS & 10 BOLT (MONO POUR) I:::'— I r T #4 BAR. TOP & BTM. 0' INTERIOR NON LOAD v BEARING WALLS, U.N.O. SPLICES, TYP., U.N.O. 2x PT SILL PLATE, TYP., U.N.O. 101 1 #4 BAR TOP & BTM. & --- 3" MIN. CLR. FROM SOIL TYP� U.N.O. 3" MIN. CLR. FROM SOIL TYP. U.N.O. 12't U.N.O. —INTERIOR FINISH, TYP., U.N.O. A FTG., NOTE THAT THIS FOOTING 12 MIN. ON PLAN PERMIT #_ WILL BE DEEPER TO BUTTE COUNTY DEVELOPMENT SERVICES ACCOMMODATE THE LONGER REVIEWED FOR PARALLEL TO TRUSS ANCHOR BOLT, INSTALL AS PER 'ODE COMPLIANCE C 4 SIMPSON STRONG TIE 41 INSTRUCTIONS, TYP,, U.N.O. E B Y INTERIOR NQN—BEARING WALLS C& TRUSSES u AB AT PORTALS 7 INTERIOR FOOTING 4 EXTERIOR FOOTING Not to Scale Not to Scale Not to Scale Not to Scale T REV. REV. DATE BY No. A08/14/17 MMR Plan Ck. ... ................ I ...................... . ............ . MMR CIIECKED BY DATE 07-18-17 SCAU", AS SHOWN JOB NO. 017-015 SHF,Tr SDI SIGNATURE 111100/11 gy IMP Vii,, 'Zz Mr/ F/t/' 5 iiR ;,iii. IM 7-j:3 2 QO 0 0 a p w� u 0 0 dl� (u MMR CIIECKED BY DATE 07-18-17 SCAU", AS SHOWN JOB NO. 017-015 SHF,Tr SDI SIGNATURE F. DATE BY No. A08/14/17 Plan Ck. MMR L '�J DR.,!,WN BY MMR CJ IECt; F D BY DATE 07-18-17 SCALP, AS SHOWN JOB NO. 017-015 SHEEf SOLID BLOCKING SEE ROOF PLAN FOR SAVE VENT LOCATIONS, VULCAN VE3522 VENT OR EQUAL 0& (3) 16d PER 2x6 tiS- UC �Y . BLOCK. "I'O TOP -S( 2 �tN., PLATE OR BEAM, TYP., U.N.O. MFG. TRUSSES AS PER PLAN A35 (q) 24" O.C., TYP, SOFFIT W/3/8" OSB OR I/2" PLY. OR 5/8" T -1 -II (CAN BE EXTERIOR FINISH) W/ I Od (,i 6" O.C. EDGE & 12" O.C. FIELD TYP. U.N.O. ,._........,...:.....:..... ...:.... ....... -� EXTERIOR FINISH TO MATCH HOUSE, (FIBER CEMENTEXTERIOR FINISH, TYP.) BEAM AS PER PLAN EXTERIOR WALL, PER PLAN W/ ; FIBER CEMENT EXTERIOR. FINISH, TYP.)L POSTS, PER. PLAN NOTE - FLAME BLOCK PLYWOOD IS FIRE-RESISTANT PLYWOOD, INSTALL AS PER MFR. METALGUTTER, :.:....,.....,.....,............-....,..... ,... ..................,.....,........•.....,.....,,...,.....,............,.....,.....,-.........,.....,....,......,._.......,..,.; W TH 2X FASCIA PO.ARD NOT USED NOT USED NOT USED PORCH CANTILEVER /W LOAD TRANSFER 3 Not to Scale Not to Scale Not to Scale Not to Scale 2x4 BLK. (4) 10d NAILS MIN, @4, PLYWOOD ROOF SHEATHING SHEATHING TO 2x4 BLOCK & NAILING AS PER PLAN {4} 16d NA.T:I.S E.N. FACIA 2X4 OUTLOOKER - f TRIM (r% 24" O.C., NOTCH (2) 1 Od NAILS E.N. TOP CHORD TO EACH END SEAT OUTLOOKER Ix4 CONI. BRACE AT BRACE MEMBERS LONGER THAN 72" ATTACH AT MIDPOINTOF BRACE 2x4 DIAGONAL W/ (2) 8D NAILS BRACE (a. 60" O.C. 7 FT MAX. LENGTH GABLE END TRUSS 4 -1- 2x4 DF STRONGBACK Q� (NAIL TO LEDGER W/ 1 Od (a), 12" O.C) A34, BRACE TO FLAT2x4 -,--,--TRUSSES 2x4 DI= LEDGER 4-r (NAIL TO VERTICAL d W/ IOd NAILS) H3 ( 48" O.C. EXTERIOR FINISH A35( 48" O.C., Q TYP. MAX. UNBRACED LENGTI OF GABLE END STUD (2x4 DF #2 OR BETTER) 6'-3" MAX. NOTE: SEE TRUSS CALCS. FOR MORE INFO. NOT USED 1 1 NOT USED NOT USED GABLE END Not to Scale Not to Scale Not to Scale Not to Scale SIMPSON HI TYP. Vii) EA. "TRUSS ROOF SHEATHING; & NAILING AS PER PLAN A35 (a, 24" O.C., TYP. EDGE NAIL SOLID BLOCKING SEE ROOF PLAN FOR EAVE VENTLOCATIONS, VULCAN VE3522 VENT OR EQUAL '- METAL GUTTER., E.N. - INTERIOR WITH FASCIA BOARD FINISH PER MFG. TRUSSES PLAN 2x6 FASCIA I cRMIT #_ BOARD BU17F COUNTY 0 VELOPM NT SERVICES REVIEWED O CODE 0 M LIANC C� DATE BY FIBER CEMENT EXTERIOR FINISH,TYP. ,,. ,,..,,. ,...... ,,..,,. ,, ,. ,..,-.. ,. ,. ,,......,,..,.:. NOTE- O I E -FLAME FLAMEBLOCK PLYWOOD IS FIRE-RESISTANT PLYWOOD. INSTALL AS PER MFR. j NOT USEDNOT USED NOT USED EAVES Not to Scale Not to Scale Not to Scale Not to Scale F. DATE BY No. A08/14/17 Plan Ck. MMR L '�J DR.,!,WN BY MMR CJ IECt; F D BY DATE 07-18-17 SCALP, AS SHOWN JOB NO. 017-015 SHEEf t gi 7' 'Glb Q 1 ( 6-v,r 11)4, ter"