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B16-2819 042-180-013
4 ND REMODE 1, ADDITION A I . Periods only used on one word abbreviations, if the abbreviation ABBREVIATIONS is a different word u 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. & AND F FA FIRE ALARM PAR PARALLEL p P.BD. PARTICLE BOARD @ AT SQ. FT. FAS FASTEN(ER) 23.49 ACRES C CENTERLINE C0.0 FAU FORCED AIR UNIT P.B. PUSH BUTTON d PENNY 663 F.B. FACE BRICK PC. CONC. PRECAST CONCRETE # POUND /NUMBER 781 F.B.O. FURNISHED BY OTHERS PDR POWDER P PROPERTY LINE F.D. FLOOR DRAIN P.E. PORCELAIN ENAMEL 0 ROUND / DIAMETER F.E. FIRE EXTINGUISHER PED PEDESTAL (SINK) ALTERED (REPLACED) AT KITCHEN & SITTING AREA F.F. FINISH FLOOR (LINE) PERI PERIMETER A.B. ANCHOR BOLTPKG TOTAL NEW ROOF AREAS F.G. FINISHED GRADE PARKING A ABV ABOVE FGL FIBERGLASS PL PLATE (HEIGHT) A/C AIR CONDITIONING FIN FINISH P.LAM. PLASTICLALINATE ACC ACCESS FLG FLASHING PLAS PLASTER AC.T. ACOUSTICAL TILE (CLG) FLR FLOORING) PNL PANEL AFF ABOVE FINISH FLOOR FL FLORESCENT (LIGHT) PNT PAINT(ED) A.D. AREA DRAIN FN SCE P.O.C. POINT OF CONNECTION ADD ADDENDUM FND FOUNDATION PR PAIR (OF) ADH ADHESIVE F.O. FACE OF PREFAB PREFABRICATED ADJ ADJUSTABLE F.O.S. FACE OF STUD PSF POUNDS PER SQUARE FOOT AGG AGGREGATE FP FIRE PROOF PSI POUNDS PER SQUARE INCH A.H.U. AIR HANDLING UNIT FPL FIREPLACE PIN PARTITION ALT ALTERNATE FR FRAME(D)(ING) P.T. PRESSURE TREATED (WOOD) ALUM ALUMINUM FS FULL SIZE PV PAVE(D) OR PAVING A.P. ACCESS PANEL FT FOOT / FEET PVC POLYVINYL CHLORIDE (PIPE) APX APPROXIMATE FTG FOOTING PVMT PAVEMENT ARCH. ARCHITECTURAL) FUR FURRED(ING) PWD PLYWOOD ASPH ASPHALT FX FIXED GLASS A.T. ASPHALT TILEQ Q.T. QUARRY TILE AUTO. AUTOMATIC GA GAUGE AVE AVERAGE G GALV GALVANIZED R RISER (ON STAIRS) AWNG AWNING GAR GARAGE R RAG RETURN AIR GRILL G.B. GYPSUM (WALL) BOARD R.B. RUBBER BASE B36 36" WIDE BASE CAB. B S G.C. GENE OR RAD RADIUS BA BATHROOM ! OR GRADING UD GRADE OR GRRADING RBL RUBBLE BD BOARD G.D.O. GARAGE DOOR OPENER R.D. ROOF DRAIN BF BI -FOLD (DOOR) GFI GROUND FAULT INTERRUPTER REF REFERENCE BIT. BITUMINOUS S GL GLASS OR GLAZING REFR REFRIGERATOR BLKG BLOCKING GL.BK. GLASS BLOCK REG REGULAR BLDG BUILDING G.I. GALVANIZED IRON REQ REQUIRED BLK BLOCK (CMUs) GSM GALVANIZED SHEET METAL RES RESILIENT BLKG BLOCKING GT GROUT REV REVISION(S), REVISED BM BEAM GYP GYPSUM REINF REINFORCED(ING) B.M. BENCH MARK GYP BD GYPSUM BOARD RFG ROOFING BP BI -PASS (DOOR) R.J.B. REINFORCED JUNCTION BOX BRG BEARING 42"11 42" HIGH (WALL) RLG RAILING BRK BRICK H HB HOSE BIBB R&M RANGE W/ MICROWAVE B.S. BOTH SIDES H.C. HOLLOW CORE RM ROOM BSMT BASEMENT HD HEAD OR HARD R.O. ROUGH OPENING BTM OR BOT BOTTOM H.D. HEAT DETECTOR OR HEAVY DUTY R.O.W. RIGHT OF WAY BTWN BETWEEN HDR HEADER B.U.R. BUILT UP ROOF HDW HARDWARE S SOUTH BVL BEVELED HGT HEIGHT SC SOLID CORE (DOOR) B.W. BOTH WAYS H.M. HOLLOW METAL SCH SCHEDULE CAB CABINET HORZ HORIZONTAL SD SMOKE DETECTOR C C.B. CATCH BASIN HR HOUR H.R.HALF ROUND (WINDOW) SEC SECTION SERV SERVICE CEM CEMENT CER CERAMIC HS HORIZONTAL SLIDER S.F. SQUARE FEET CF CUBIC FOOT HTG HEATING HVAC HEATINGNENITLATING/AIR COND. S.G.D. SAFETY GLASS CHAM CHAMFER HWD HARDWOOD (FLOORS) SH SING SLIDING O HUNG SHELF(VING) C.I. CAST IRON C.I.P. CONC. CAST -IN-PLACE CONC. I.B. IRONING BOARD SHT (DRAWING) SHEET CIR CIRCLE I I.D. INSIDE DIAMETER SHTHG SHEATHING CIRC CIRCUMFERENCE I.L.O. IN LIEU OF SIM SIMILAR CJ. CONTROL JOINT OR CONSTRUCTION JOINT I.M. INSULATED METAL SKI, SKYLIGHT CK CALK(ING) CAULKING) INS OR INSUL INSULATED(TION) SL SLOPE /SLIDING CL CLOSET OR CENTER LINEINT INTERIOR SNT SEALANT S&P SHELF AND POLE CLG CEILING CLR CLEARANCE) JAN JANITOR JAN SPC SPACER CLS CLOSURE CLOSER (DOOR) JOIST ) (FLOOR OR ROOF SPEC SPECIFICATIONS E CM CENTIMETER(S) JT JOINT SPK (AUDIO) SPEAKER(S) MASONRY UNTf CMU CONCRMASONRY S.ST. STAINLESS STEEL C.O. CASED OPENING KD KNOCKDOWN (CEILING) SID STANDARD COL COLUMN KIT KITCHEN SIG OR STO STORAGE COMB C )MBINATION KO KNOCKOUT STL STEEL CONC CONCRETE KPL KICKPLATE (ON DOOR) SIR STRUCTURAL COND (AC)CONDENSER K/S KNEE SPACE SQ SQUARE CONST CONSTRUCTION T L LENGTH SUS SUSPENDED S.W. SHEAR WALL CONT CONTINUOUS L LA LAUNDRY SS SYMBOL CONTR CONTRACTOR S4S SMOOTH FOUR SIDES CORR CORRUGATED LAM. LAMINATE(D) S&P SINGLE SHELF /SINGLE POLE CPR COPPER LAV LAVATORY (SINK) 2S&2P DOUBLE SHELF/DOUBLE POLE C OR CPT CARPET L.B.O. LOCATION BY OTHERS 2S&IP DOUBLE SHELF/ SINGLE POLE CRS COURSE(S) LN LIVING CR CORROSION RESISTANT L.L. LIVE LOAD T T TREAD (AT STAIRS) OR TILE CSMT CASEMENT L.P. LAMINATED PLASTIC 1 T.B. TOWER BAR C.ST. CAST STONE LT LIGHT T.B.D. TO BE DETERMINED C.T. CERAMIC TILE L.T. LAUNDRY TUB TC TERRA COTTA CTR CENTER OR COUNTER LTL LINTEL T.C.J. TROWELED CONTROL JOINT CX CONNECTION LUM LUMINOUS TEMP. TEMPERED (GLASS) CY CUBIC YARD LVL LAM VENEER LUMBER (BEAMS) T&G TONGUE &GROOVE LVR LOUVER TEL TELEPHONE D 12"D 12" DEEP THK D DRYER, OR DRAIN�( M METER(S) THR THRESHOLD DBL DOUBLE l�/ � MAX MAXMUM T.O.C. TOP OF CURB DECO DECORATIVE MAS MASONRY T.O.F. TOP OF FOUNDATION DEM DEMOLISH, DEMOLITION MAIL MATERIAL T.O.M. TOP OF MASONRY DEP DEPRESSED MBA MASTER BATH T.O.W. TOP OF WINDOW DET DETAIL MBD MASTER BEDROOM TR OR IRN TRANSOM (WINDOW) D.F. DRINKING FOUNTAINTP MC MEDICINE CABINET TOILET PAPER HOLDER DH DOUBLE HUNG MECH MECHANICAL TV TELEVISION OUTLET OR LOCATION DIAM DIAMETER MED MEDIUM TYP TYPICAL DIAL DIAGONAL DIM DIMENSION MET METAL UC 7 UC UNDERCUT(DOOR) DISP DISPOSAL MFR MANUFACTURER U UNF UNFINISHED DTV DIVERTER MH MANHOLE MIN MINIMUM U.N.O. UNLESS NOTED OTHERWISE D.L. DEAD LOAD MIR MIRROR t T VB VANITY BASE (STAIRS) DN DOWN STAIRS MISC MISCELLANEOUS �/ V.B. VAPOR BARRIER D.P. DAMP -PROOFING MLD MOLDING VWIDE VANITY BASE DR DOOR MM MILLIMETER VT VERTICAL VERT DRY DRYER MACHINE MMB MEMBRANE VEST VESTIBULE DS DOWNSPOUT M.O. MASONRY OPENING VIN (SHEET) VINYL DIS DRAWER STACK (CABINET) MOD MODULAR V.S. VEGETABLE SINK D.T. DRAIN TILE MRB MARBLE V.T. VINYL TILF, DTL DETAIL MTL METAL V.T.R. VENT THRU ROOF DW DISH WASHER MT MOUNTED(ING) DWG DRAWING MULL MULLION OR MULLED `� j W3630 36"W X 30"H WALL CAB DWG DRAWER �/ �/ W WIDE / WASHING MACHINE / WEST E E EAST N N NORTH N.I.C. NOT IN CONTRACT WC WATER CLOSET WD WOOD EA EACH EB EYEBROW (FLAT ARCH) NL NAILABLE WDW WINDOW E.F. EACH FACE NG NATURAL GRADE WF WIDE FLANGE (STEEL BEAM) E.J. EXPANSION JOINT NO NUMBER WH WATER HEATER ELEV ELEVATION NOM NOMINAL W.H. WALL HUNG ELEC ELECTRIC(AL) N.T.S. NOT TO SCALE WI WROUGHT IRON ENCL ENCLOSURE N.G.V.D. NAT. GEODETIC VERTICAL DATUM WIC WALK-IN CLOSET E.P. ELECTRICAL PANEL W/ W/O WITH OR WITHOUT EQ EQUAL O OA OVERALL WP WATERPROOFING) EST ESTIMATE OBS OBSCURE (GLASS) W R. WATER RESISTANT E.W.C. ELECTRIC WATER COOLER O.C. ON CENTER O.CAB. OVERHEAD CABINET W.S. WATER SOFTENER EXG EXISTINGWSCT O.D. O'TFSIDE DIAMETER WAINSCOT W.T.W. WALL TO WALL EXIT EXHAUST O.G.D. OVERHEAD GARAGE DOOR WWF WELDED WIRE FABRIC EXT EXTERIOR OH OVERHEAD WWM WELDED WIRE MESH OPNG OPENING OPT OPTIONAL OSA OUTSIDE AIR OSB ORIENTED STRAND BOARD 2803 GRAPE WAY - CHICO - BUTTE COUNTY - CA 95926 NOTES 1. THE GENERAL CONTRACTOR AND ALL SUB -CONTRACTORS SHALL CAREFULLY AND THOROUGHLY EXAMINE THE PROJECT SITE, FIELD VERIFY ALL CONDITIONS, GRADES, ELEVATIONS AND DIMENSIONS OF THE VARIOUS FEATURES OF THE PROJECT SITE AND SHALL COMPARE THE DRAWINGS WITH THE EXISTING SITE CONDITIONS. DISCREPANCIES SHALL BE REPORTED IMMEDIATELY TO THE ARCHITECT, IN WRITING, BEFORE BEGINNING WORK. 2. THE GENERAL CONTRACTOR, AND ALL SUB -CONTRACTORS, SHALL REVIEW AND THOROUGHLY EXAMINE AND FAMILIARIZE THEMSELVES WITH ALL ELEMENTS AND CONDITIONS IN THE CONTRACT DRAWINGS AND SPECIFICATIONS. THE GENERAL CONTRACTOR, AND ALL SUB -CONTRACTORS, SHALL VERIFY ALL DIMENSIONS ON THE DRAWINGS. ANY DISCREPANCIES AND / OR CONDITIONS NEEDING CLARIFICATION SHALL BE REPORTED IMMEDIATELY TO THE ARCHITECT, IN WRITING, BEFORE BEGINNING WORK. 3. ALL CONSTRUCTION, FABRICATION AND INSTALLATIONS SHALL CONFORM TO THE LATEST ADOPTED EDITIONS OF THE C.B.C., C.M.C., C.P.C., C.E.C. & ANY FEDERAL, STATE AND LOCAL CODES, REGULATIONS AND ORDINANCES OF THE GOVERNING AGENCY HAVING JURISDICTION OVER THE PROJECT. SUCH APPLICABLE CODES, ETC., ARE THOSE WHICH ARE IN EFFECT AT THE TIME THE PERMIT APPLICATION FOR THE PROJECT IS RECORDED. 4. EACH TRADE SHALL BE RESPONSIBLE FOR KNOWLEDGE OF RELATIVE INFORMATION CONTAINED IN THESE DOCUMENTS AND THE CONDITIONS UNDER WHICH HE WILL BE EXPECTED TO PERFORM. 5. DUE TO REPROGRAPHIC PROCESSES, THESE PLANS MAY NOT BE ACCURATE AND TO SCALE. ALL DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE SHOWN AND, IN NO CASE, SHALL WORKING DIMENSIONS BE SCALED FROM PLANS, SECTIONS, ELEVATIONS OR DETAILS. 6. THE STRUCTURAL, MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS ARE SUPPLEMENTARY TO THE ARCHITECTURAL DRAWINGS. SHOULD THERE BE ANY DISCREPANCY BETWEEN THE VARIOUS DRAWINGS, IT SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION FOR CLARIFICATION. 7. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER'S REPRESENTATIVE FOR INSTALLATION OF SPECIAL MANUFACTURING EQUIPMENT NOT SHOWN IN THESE DRAWINGS. 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 THESE PLANS BASED ON INFORMATION OF RECORD. THE CONTRACTOR SHALL TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH OCCUR DUE TO HIS FAILURE TO LOCATE AND PROTECT ANY AND ALL UNDERGROUND UTILITIES. 10. THE GENERAL CONTRACTOR, AND ALL SUB -CONTRACTORS, SHALL BE RESPONSIBLE FOR THE ENFORCEMENT OF ALL REQUIREMENTS AND REGULATIONS AND SHALL PERFORM ALL WORK ON THIS PROJECT IN COMPLIANCE WITH THE STATE OF CALIFORNIA OCCUPATIONAL SAFETY AND HEALTH ACT. 11. AS REQUIRED, THE GENERAL CONTRACTOR, AND SUB -CONTRACTORS, SHALL CLEAN, PATCH AND / OR REPAIR ALL SURFACES DAMAGED BY DEMOLITION OR ALTERATION OF WORK, AS ASSOCIATED WITH EACH TRADE. 12. THE GENERAL CONTRACTOR, AND SUB -CONTRACTORS, SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL DEBRIS FROM THE BUILDING PREMISES, AS ASSOCIATED WITH EACH TRADE. BUILDING TRASH RECEPTACLES ARE NOT TO BE USED FOR CONSTRUCTION DEBRIS. 13. FURNITURE & FIXTURES TO BE FURNISHED BY OWNER, INSTALLED BY CONTRACTOR. LEGEND ELEVATION KEY OR SECTION KEY SHEET NUMBER DETAIL NUMBER OR SECTION KEY SHEET NUMBER ANGLE ❑1 NOTE NUMBER AREVISION NUMBER (DELTA) A SHEET NUMBER D <I -I B C ELEVATION LETTER ® EARTH SAND OR GRAVEL FILL 2X4 WOOD STUD WALLS, U.N.O EXISTING WALLS, U.N.O. 2X6 WOOD STUD WALLS, U.N.O. ® BRICK, U.N.O. .4 , v.... CONCRETE ® DIMENSIONAL LUMBER BLOCKING ® INSULATION SEE WALL SCHEDULE ON CONSTRUCTION DOCUMENTS FOR WALLS NOT LISTED ON THIS SCHEDULE. PROJECT INFORMATION THE PROJECT SHALL COMPLY WITH THE FOLLOWING BUILDING CODES: CALIFORNIA BUILDING CODE (BASED ON 2009 IBC) CALIFORNIA RESIDENTIAL (BASED ON 2009 IBC) CALIFORNIA GREEN BUILDING STANDARDS CODE CALIFORNIA PLUMBING CODE (BASED ON 2009 UPC) CALIFORNIA MECHANICAL CODE (BASED ON 2009 UMC) CALIFORNIA ELECTRICAL CGDE (BASED ON 2008 NEC) CALIFORNIA ENERGY STANDARDS, TITLE 24 (AS OF OCTOBER 1, 2005) CALIFORNIA FIRE CODE (BASED ON 2009 IFC) CALIFORNIA ENERGY STANDARDS (BASED ON 2005 ECS) ALL OTHER APPLICABLE STATE, COUNTY AND LOCAL CODES 2013 EDITION 2013 EDITION 2013 EDITION 2013 EDITION 2013 EDITION 2013 EDITION 2010 EDITION 2013 EDITION 2010 EDITION SQUARE FOOTAGES V -B LAND USE SQ. FT. LOT AREA 23.49 ACRES CONDITIONED AREAS: C0.0 EXISTING RESIDENCE 2,503 ADDITION @ (E) BEDROOM #1 663 ADDITION @ (E) KITCHEN & LAUNDRY RM. 118 SUB TOTAL @ ADDITION 781 TOTAL CONDITIONED AREAS 3,284 REMODELED AREAS, INCLUDED IN THE EXISTING GOND. AREA KITCHEN & SITTING AREA 338 ROOFS: ALTERED (REPLACED) AT KITCHEN & SITTING AREA 338 NEW ROOFS AT NEW AREAS 781 TOTAL NEW ROOF AREAS 1,119 COUNTY ASSESSOR INFORMATION OCCUPANCY GROUP R-3 CONSTRUCTION V -B LAND USE RESIDENTIAL / AGRICULTURE LOT AREA 23.49 ACRES ENERGY CALCULATIONS C0.0 ENGINEER HAS REVIEWED THE TRUSS SUBMITTAL AND ALL LOADING DESIGN CRITERIA HAVE BEEN MET. SEE ENGINEER'S SUBMITTAL PACKAGE FLOOD PLANE: A FINISHED CONSTRUCTION FLOOD ELEVATION CERTIFICATE IS REQUIRED PRIOR TO FINAL APPROVAL OF THE STRUCTURE. (BUTTE COUNTY CODE CHAPTER 26, ORDINANCE # 4041) A ...w`F'\......•n•\ ..o.a .......`*1...... ..... w....T\....... ,9/v/ - Z gy g PERMIT # BUTTI. COUNTY OMLOPMENT 95RVICES REVIEWED FO l c0L)r= COMPLIA�dGE DATE -'1 201 CS COVER SHEET GNI GENERAL NOTES GN2 CALGREEN-RESIDENTIAL GN3 CALGREEN-RESIDENTIAL ENI ENERGY CALCULATIONS C0.0 SITE PLAN ARCHITECTURAL SHEET INDEX STRUCTURAL PER SUMMIT ENGINEERING SN STRUCTURAL NOTES SE -1 DETAILS SD2 DETAILS SD3 DETAILS SD4 DETAILS SD5 DETAILS A0.0 EXISTING FLOOR PLAN A0.1 DEMO FLOOR PLANS A1.0 ADDITION FLOOR PLANS A L I OVERALL PROPOSED FLOOR PLAN A1.2 SECTIONS A2.0 EXTERIOR ELEVATIONS A2.1 EXTERIOR ELEVATIONS ELECTRICAL E1.0 ELECTRICAL LIGHTING PLAN E2.0 ELECTRICAL OUTLET PLAN STRUCTURAL S 1.0 FOUNDATION, FLOOR FRAMING & SHEAR WALL PLANS AT BEDROOM ADDITION SLI FOUNDATION, FLOOR FRAMING & SHEAR WALL PLANS AT KITCHEN ADDITION S2.0 ROOF PLAN SCOPE OF WORK 1. REMOVE (E) ROOF OVER KITCHEN & SITTING AREA. REPLACE W/ A NEW CATHEDRAL ROOF. 2. ENLARGE (E) LAUNDRY ROOM. 3. NEW ADDITION TO (E) MASTER BEDROOM TO INCLUDE NEW CLOSETS AND BATHROOM. 4. (N) MASTER BEDROOM AREA SHALL HAVE IT'S OWN HVAC SYSTEM 5. (E) WATER HEATER LOCATED IN (E) BASEMENT SHALL BE REPLACED WITH A NEW ON -DEMAND WATER HEATER. VICINITY MAP b NOT TO SCALE -moi I. C- Co pC.4�2 F. DATE BY No. A03-17-17 MMR PIn. Ck. __j MMR CHECKED BY PL DATE 11-28-16 SCALE AS SHOWN JOB NO. 016-009 SHEET C S SED ARCNr)�ZN PAUL A. C� * EXP. 05-31-17 * \�� O CCALZVOV/ FASTENING SCHEDULE NO CONNECTION FASTENING A,M LOCATION 1 JOIST TO SILL OR GIRDER 3 - 8d COMMON (2j" X 0.131 ") TOENAIL 3 - 3" x 0.131" NAILS 3 - 3" 14 GAGE STAPLES 2 BRIDGING TO JOIST 2 - 8d COMMON (2}" x 0.131 ") TOENAIL EACH END 2 - 3" x 0.131" NAILS 2 - 3" 14 GAGE STAPLES 3 "' X 6" SUBFLOOR OR LESS 2 - 8d COMMON (2}'x 0.131 ") FACE NAIL TO EACH JOIST 4 WIDER THAN 1" X 6" SUBFLOOR 3 - 8d COMMON (212" x 0.131 ") FACE NAIL TO EACH JOIST 5 2" SUBFLOOR TO JOIST OR GIRDER 2 - 16d COMMON 3 " x 0.162" BLIND & FACE NAIL 6 SOLE PLATE TO JOIST OR BLOCKING 16d (3}" x 0.135") AT 16" O.C. TYPICAL FACE NAIL 3" x 0.131" NAILS AT 8" O.C. 3" 14 GAGE STAPLES SOLE PLATE TO JOIST OR BLOCKING 3 -16d (3�" x 0.135") AT 16" O.C. BRACED WALL PANELS 4 - 3" x 0.131" NAILS AT 16" O.C. 4 - 3" 14 GAGE STAPLE'S AT 16" O.C. 7 TOP PLATE TO STUD 2 - 16d COMMON (3}'x 0.162") END NAIL 3 - 3" x 0.131 " NAILS 3 - 3" 14 GAGE, STAPLES 8 STUD TO SOLE PLATE 4 - 8d COMMON (2}" X 0.131 ") TOENAIL 4 - 3" x 0.131" NAILS 3 - 3" 14 GAGE STAPLES STUD TO SOLE PLATE; 2 - 16d COMMON (3}" x 0.135") END NAIL 3 - 3" x 0.131 " NAILS 3 - 3" 14 GAGE STAPLES 9 DOUBLE STUDS 16d COMMON (3}" x 0.135") 24" O.C. FACE NAIL 3" x 0.131" NAIL AT 12" O.C. 3" 14 GAGE STAPLES AT 8" O.C. 10 STUD TO SOLE PLATE 16d COMMON (3�" x 0.135") 24" O.C. TYPICAL FACE NAIL 3" x 0.131" NAIL AT 12" O.C. 3" 14 GAGE STAPLES AT 8" O.C. STUD TO SOLE PLATE 8 - 16d COMMON (3}" x 0.162") LAP SPLICE 12 - 3" x 0.131" NAILS 12 - 3" 14 GAGE, STAPLES I I BLOCKING BETWEEN JOISTS OR 3 - 8d COMMON (2}" x 0.131") TOENAIL RAFTERS TO TOP PLATE, 3 - 3" x 0.131" NAILS 3 - 3" 14 GAGE STAPLES 12 RIM JOIST TO TOP PLATE 8d (2}" x 0.131 ") AT 6" O.C. TOENAIL 3" x 0.131" NAIL AT 6" O.C. 3" 14 GAGE STAPLE, AT 6" O.C. 13 TOP PLATES, LAPS AND INTERSECTIONS 2 - 16a COMMON (3}'x 0.162") FACE NAIL 3 - 3" x 0.131 " NAILS 3 - 3" 14 GAGE STAPLES 14 CEILING JOISTS TO PLATE 16d COMMON (3�" x 0.162") TOENAIL 15 CEILING JOISTS TO PLATE 3 - 8d COMMON (2}" x 0.131 ") TOENAIL 5-3"x0.131"NAILS 5 - 3" 14 GAGE STAPLES 16 CONTINUOUS HEADER TO STUD 4 - 8d COMMON (21FT X 0.131 ") TOENAIL 17 CEILING JOISTS, LAPS OVER PARTITIONS 3 - 16d COMMON (3?" x 0.162") FACE NAIL (SEE SECTION 2308.10.4.1, MIN. TABLE 2308.10.4.1 TABLE 2308.10.4.1) 4 - 3" x 0.131" NAILS 4 - 3" 14 GAGE STAPLES 18 CEILING JOISTS TO PARALLEL RAFTERS 3 - 16d COMMON (3}'x 0.162") FACE NAIL (SEE SECTION 2308.10.4.1, MIN. TABLE 2308.10.4.1 TABLE. 2308.10.4.1) 4 - 3" x 0,131" NAILS 4 - 3" 14 GAGE. STAPLES 19 RAFTER TO PLATE 3 - 8d COMMON (2}" x 0.131 ") TOENAIL (SEE SECTION 2308.10.1, TABU: 2308.10.1) 3 -3" x 0.131"NAILS 3 - 3" 14 GAGE STAPLES 20 1" DIAGONAL BRACE TO EACH STUD 2 - 8d COMMON (2#" x 0.131 ") FACE NAIL AND PLATE 2 - 3" x 0.131" NAILS 3 - 3" 14 GAGE. STAPLES 21 1" X 8" SHEATHING TO EACII BEARING 3 - 8d COMMON (2j" x 0.131 ") FACE NAIL 22 WIDER RING N 1 X IILATI IIN' T 3 - 8d COMMON (2-�" x 0.131") FACE NAIL F,ACH BEARING 23 BUILT-UP CORNER STUDS 16d COMMON (3}" x 0.162") 24" O.C. 3" x 0.131"NAILS 16" O.C. 3" 14 GAGE STAPLES 16" O.C. 24 BUILT-UP GIRDER AND BEAMS 20d COMMON (4" x 0.192") 32" O.C. FACE NAIL AT TOP AND 3" x 0.131"NAIL AT 24" O.C. BOTTOM STAGGERED 3" 14 GAGE STAPLE AT 24" O.C. ON OPPOSITE SIDES 2 - 20d COMMON (4" x 0.192") FACE NAIL AT ENDS AND 3 - 3' x 0.131" NAILS AT EACH SPLICE 3 - 3" 14 GAGE STAPLES 25 2" PLANKS 16d COMMON (3�" x 0.162") AT EACH BEARING 26 COLLAR TIE TO RAFTER 3 - 10d COMMON (3" x 0.148") FACE NAIL 4 - 3" x 0.131 " NAILS 4 - 3" 14 GAGE STAPLES 27 JACK RAFTER TO IIIP 3 - IOd COMMON (3" x 0.148") TOENAIL 4 - 3" x 0.131" NAILS 4 - 3" 14 GAGE STAPLES 2 - 16d COMMON (3;" x 0.162") FACE NAIL 3-3"x0.131"NAILS 3 - 3" 14 GAGE STAPLES 28 ROOF RAFTER TO 2 -BY RIDGE BEAM 2 - 16d COMMON (3}'x 0.162") TOENAIL 3 - 3" x 0.131" NAILS 3 - 3" 14 GAGE STAPLES 2 - 16d COMMON (*'x 0.162") FACE NAIL 3 - 3" x 0.131 " NAILS 3 - 3" 14 GAGE STAPLES 29 JOIST TO BAND JOIST 3 - 16d COMMON (3}" x 0.162") FACE NAIL 4 - 3" x 0.131" NAILS 4 - 3" 14 GAGE STAPLES 30 LEDGER STRIP 3 - 16d COMMON (3�" x 0.162") FACE NAIL AT 4 - 3" x 0.131" NAILS EACH JOIST 4 - 3" 14 GAGE STAPLES 31 WOOD STRUCTURAL PANELS AND 1/2" AND LESS 6d C" PARTICLEBOARD B 2j" x 0.113" NAIL N SUBFLOOR, ROOF AND WALL 14" 16 GAGE o SHEATHING (TO FRAMING) 19/32" TO 3/4" 8d n OR 6d C 24" x 0.113" NAIL P 2" 16 GAGE P 7/8" TO 1" 8d c 1j"TOli" lOdmOR8dc SINGLE FLOOR (COMBINATION 3/4" AND LESS 6d C SUBFLOOR-UNDERLAYMF.NT 7B" TO 1" 8d c TO FRAMING) 1�' TO 1}" lOd o OR 8d c 32 PANEL SIDING (TO FRAMING) 1/2" OR LESS 6d F 5/8" 8d F 33 FIBERBOARD SHEATHING ° 1/2" No. I 1 GAGE ROOFING NAIL H 6d COMMON NAIL (2" x 0.113") No. 11 GAGE STAPLE t 25/32" No. 11 GAGE ROOFING NAIL " 8d COMMON NAIL (2}" x 0.131") No. 11 GAGE STAPLE 34 INTERIOR PANELING 1/4" 4D' 3/8" 6D K For SE 1" = 25.4mm. a. Common or box nails are permitted to be used except where otherwise stated. b. Nails spaced at 6 inches on center at edges, 12 inches at intermediate supports except 6 inches at supports where spans are 48 inches or more. For nailing of wood structural panel an., particleboard diaphragms and shear walls, refer to Section 2305. Nails for wall sheathing are permitted to be common, box or casing. c. Common or deformed shank (6d - 2" x 0.113'; 8d - 21/2" x 0.131'; 10d - 3" x 0.148"). d. Common (6d - 2" x 0.113'; 8d - 2;" x 0.131'; 1 Od - 3" x 0 148"). e. Deformed shank (6d - 2" x 0.113'; 8d - 2�" x 0.131'; 1 Od - 3" x 0.148"). f Corrosion -resistant siding (6d - 1j" x 0.106 ; 8d - 2j" x 0.128") or casing (6d - 2" x 0.099"; 8d - 2}' x 0.113") nail on center on the edges and 12 inches on center at intermediate supports for nonstructural applications. g. Fasteners spaced 3 inches on center at exterior edges and 6 inches on center at intermediate supports, when used as structural sheatF'ng. Spacing shall be 6 inches on the edges and 12 inches on center at intermediate supports for nonstructural applications h. Corrosion -resistant roofing nails with 7/16 -inch -diameter head and 11/ 2 -inch length for 1/2 -inch sheathing and 13/4 -inch length for 25/32 -inch sheathing. i. CO Toslon-resistant staples with nominal 7/16 -inch crown or 1 -inch crown and 1+ -inch length for 1/2 -inch sheathing and 1} -inch length for 25/32 -inch sheathing. Panel supports at 16 inches (20 inches if strergth axis in the long direction of the panel, unless otherwise marked). j. Casing (1}' x 0.080") or finish !1}' x 0.(72") nails spaced 6 inches on panel edges, 12 inches at intermediate supports. k. Panel supports at 24 inches. Casing or finish nails spaced 6 inches on panel edges, 12 inches at intermediate supports. I. For roof sheathing applications, 8d nails (2:" x 0.113") are the minimum required for wood structural panels. m. Staples shall have a minimum crown width of 7/ 16 inch. n. For roof sheathing applications, fasteners spaced 4 inches on center at edges, 8 inches at intermediate supports. o. Fasteners spaced 4 inches on center at edges, 8 inches at intermediate supports for sub0oor and wall sheathing and 3 inches on center at edges, 6 inches at intermediate supports for roof sheathing. p. Fasteners spaced 4 inches on center at edges, 8 inches at intermediate supports. MACHINE APPLIED NAILING NOTE: USE OF MACHINE NAILING IS SUEJECT TO A SATISFACTORY J013SITE DEMONSTRATION FOR EACH PROJECT AND THE APPROVAL. I3Y Tl Ili PROJECT ENGINEER, THE APPROVAL IS SUBJECT TO CONTINUED SATISFACTORY PERFORMANCE. MACHINE NAILING WILL NOT BE APPROVED IN 5/16" PLYWOOD. IF NAIL HEADS PENETRATE THE OUTER PLY MORE THAN WOULD BE NORMAL FOR A HAND HAMMER OR IF MINIMUM ALLOWABLE EDGE DISTANCES ARE NOT MAINTAINED, THE PERFORMANCE WILL BE DEEMED UNSATISFACTORY. GENERAL NOTES 1. THE GENERAL CONTRACTOR AND ALL SUB -CONTRACTORS SHALL REVIEW THE PLANS FOR ACCURACY AND VERIFY ALL DIMENSIONS AND COMPLIANCE WITH APPLICABLE CODES PRIOR TO THE START OF CONSTRUCTION. SUBMITTED BIDS WILL BE ACCORDING TO THE REVIEW. 2. ALL CONSTRUCTION, PLUMBING, ELECTRICAL AND MECHANICAL WILL COMPLY TO THE CURRENT CALIFORNIA BUILDING CODE, AS WELL AS COUNTY AND MUNICIPAL CODES. 3. CONSTRUCTION SHALL COMPLY TO ANY AND ALL COVENANTS, CONDITIONS AND RESTRICTIONS RECORDED AGAINST THE LAND. 4. SAFETY, CARE OF ADJACENT PROPERTIES DURING CONSTRUCTION, AND COMPLIANCE WITH ALL APPLICABLE SAFETY REGULATIONS IS, AND SHALL BE, THE CONTRACTORS' AND ALL SUB -CONTRACTORS' RESPONSIBILITY. 5. GLAZING PLACED WITHIN A 24" ARC OF DOORS, WITHIN 60" OF A TUB OR SHOWER DRAIN OR WITHIN 18" OF A WALKING SURFACE AND GREATER THAN 9 SQ. FT. SHALL BE TEMPERED, WIRED, OR SAFETY GLASS. 6. PROVIDE APPROVED LANDING AT ALL EXTERIOR DOORS. LANDINGS SHALL BE AS WIDE AS DOOR OPENING AND 36" MIN. OUT FROM DOOR @ NON ADA DOORS. SEE ADA DETAILS FOR HANDICAP ACCESSIBILITY REQUIREMENTS. 7. VENT ALL EXHAUST DUCTS "i O OUTSIDE WITH BACK DRAFT DAMPERS. DRYERS SHALL BE DUCTED TO OUTSIDE WITH SMOOTH WALL METAL DUCTING. MAX. DRYER DUCT LENGTH IS 14 FEET. DRYER MAY BE VENTED TO THE INTERIOR WITH AN APPROVED INTERIOR LINT TRAP. 8. ROOMS WITH WATER CLOSETS, WHICH ARE ADJACENT TO FOOD PREPARATION OR STORAGE ROOMS, SHALL HAVE TIGHT FITTING DOORS AS PER CBC. 9. INSULATION IN ATTIC NEEDS TO HAVE A MINIMUM OF I INCH OF AIR SPACE BETWEEN THE INSULATION AND ROOF SHEATHING AS PER CBC. CONCRETE 1. THE MINIMUM 28 DAY CONCRETE COMPRESSIVE STRENGTH SHALL AE: RESIDENTIAL: FOUNDATIONS/PAD FOOTINGS ................. 2500 PSI SLABS ON GRADE ........................................... 2500 PSI COMMERCIAL: FOUNDATIONS/PAD FOOTINGS ................. 3000 PSI SLABS ON GRADE ........................................... 3000 PSI 2. THE MAXIMUM SLUMP SHALL BE 4 INCHES. 3. THE MINIMUM CEMENT CONTENT SHALL BE 500 LBS/CY. 4. PORTLAND CEMENT SHALL CONFORM TO ASTM C150, TYPE I OR II. 5. AGGREGATES FOR NORMAL WEIGHT CONCRETE SHALL CONFORM TO ASTM C33. 6. ADMIXTURES USED TO INCREASE THE WORKABILITY OF THE CONCRETE SHALL NOT BE CONSIDERED TO REDUCE THE SPECIFIED MINIMUM CEMENT CONTENT. 7. READY -MIX CONCRETE SHALL BE MIXED AND DELIVERED IN ACCORDANCE WITH ASTM C94. 8. MINIMUM CONCRETE COVER FOR REINFORCING STEEL FOR NON PRE -STRESSED CONCRETE: CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH - 3" FORMED SURFACES EXPOSED TO EARTH OR WEATHER: #6 AND LARGER - 2" #5 AND SMALLER - 1 1/2" 9. CONSTRUCTION JOINTS SHALL BE ADEQUATELY KEYED. THEIR LOCATIONS AND DETAILS, WHEN NOT SHOWN ON THE DRAWINGS, SHALL BE SUBJECT TO THE APPROVAL OF THE DESIGNER. 10. CONCRETE PLACEMENTS SHALL BE CONTINUOUS BETWEEN CONSTRUCTION JOINTS. ll. UNLESS OTHERWISE SHOWN ON THE DRAWINGS, SLABS ON GRADE SHALL BE CAST IN SQUARE OR RECTANGULAR PATTERNS NOT EXCEEDING 400 SQUARE FEET, WITH A MAXIMUM DIMENSION OF 20 FEET BETWEEN CONSTRUCTION, WEAKENED PLANE, OR CONSTRUCTION JOINTS. REINFORCING / STEEL BAR REINFORCING SHALL CONFORM TO ASTM A615, ALL REINFORCING STEEL TO BE GRADE 40 (40 KSI) MIN. 2. DETAILS FOR REINFORCING SHALL CONFORM WITH THE AMERICAN CONCRETE INSTITUTE. UNLESS NOTED OTHERWISE. 3. LAPS AT BAR SPLICES IN CONCRETE CONSTRUCTION SHALL BE CLASS A OR B CONFORMING TO THE LATEST EDITION OF THE AMERICAN CONCRETE INSTITUTE. 4. LAPS IN BAR SPLICES FOR MASONRY CONSTRUCTION SHALL BE 40 BAR DIAMETERS BUT NOT LESS THAN T-0" 5. VERTICAL BARS IN CONCRETE CONSTRUCTION SHALL BE ACCURATELY POSITIONED AT THE CENTER OF THE WALL, UNLESS NOTED OTHERWISE. 6. VERTICAL BARS IN MASONRY CONSTRUCTION SHALL BE ACCURATELY POSITIONED AT THE CENTER OF THE WALL, UNLESS NOTED OTHERWISE. 7. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. LAPS IN WELDED WIRE FABRIC AT SPLICES SHALL NOT BE LESS THAN 8 INCHES. 8. WALLS, PILASTERS, AND COLUMNS SHALL BE DOWELED TO THE SUPPORTING FOOTINGS WITH REINFORCING OF THE SAME SIZE AND AND SPACING AS THE VERTICAL REINFORCING. 9. BAR SUPPORTS SHALL BE PROVIDED AS SPECIFIED IN THE "MANUAL OF STANDARD PRACTICE" ISSUED BY THE CONCRETE REINFORCING STEEL INSTITUTE. 10. ALL REINFORCING SHALL BE SECURELY TIED IN PLACE PRIOR TO PLACING CONCRETE OR GROUT. 11. WELDING OF CROSSING BARS AND TACK WELDING OF REINFORCING SHALL NOT BE PERMITTED. FOUNDATION 1. MUD SILL TO BE FOUNDATION GRADE REDWOOD OR PRESSURE TREATED. 2. MUD SILL ANCHORS TO BE NOT LESS THAN 1/2" X 10" ANCHOR BOLTS PLACED C O.C. AND MAX. 12" FROM ENDS AND SPLICES, MINIMUM 2 BOLTS PER PIECE. UNLESS NOTED OTHERWISE. 3. MAINTAIN MIN. 18" CLEARANCE FROM EARTH TO FLOOR JOISTS, MIN. 12" FROM EARTH TO GIRDERS. 4. FOUNDATION VENTS TO PROVIDE MIN. 1 SQ. FT. NET FOR EACH 150 SQ. FT. OF UNDER FLOOR AREA, SPACED EQUALLY ALONG THE LENGTH OF AT LEAST TWO OPPOSITE SIDES AND AS CLOSE TO THE CORNERS AS POSSIBLE. DECKS 30" OR MORE ABOVE FINISHED GRADE REQUIRE A BUILDING PERMIT AND SHALL HAVE POURED IN PLACE FOOTINGS AND COLUMNS WITH WET POST ANCHORS. FOOTINGS SHALL BE SIZED FOR REQUIRED SNOW LOAD. 6. PROVIDE UNOBSTRUCTED UNDFR FLOOR ACCESS OPENING, MIN. 18" X 24" (W/O MECHANICAL) OR MIN. 30" X 30" (W/MECHANICAL ), AND NOT MORE THAN 20' FROM PLUMBING CLEAN -OUTS. PROVIDE MEANS TO CONTROL SURFACE WATER AWAY FROM FOUNDATION OPENINGS. 7. PIPES SHALL BE SLEEVED OR WRAPPED AGAINST CONCRETE ENCASEMENT AND PROTECTED FROM FREEZING. 8. STEEL REINFORCING BARS IN THE FOOTING TO BE PLACED NOT CLOSER THAN 3" TO EARTH. 9. REMOVE ALL TREES WITHIN 5' OF FOUNDATIONS. 10, PLACE MAIN SEWER CLEAN OUT WITHIN 4' OF EXTERIOR WALL AND EXTEND TO GRADE. 11. PROVIDE POSITIVE DRAINAGE OF SURFACE WATER AWAY ;'ROM FOUNDATION, PRIOR TO FINAL INSPECTION. MIN. 2% SLOPE OUT AT LEAST 5' FROM FOUNDATION. THIS SHALL AISO APPLY TO ALL LANDINGS. FRAMING 1. PROVIDE (2) LAYERS OR GRADE "D" BUILDING PAPER BETWEEN STUDS AND EXTERIOR SIDING. 2. FOUNDATION CRIPPLE WALLS WITH STUDS SHORTER THAN 14" SHALL BE SOLID BLOCKED OR PLYWOOD SHEATHED ON ONE SIDE. 3. FLOOR JOIST SHALL BE DOUBLED WHEN UNDER AND PARALLEL TO BEARING WALLS. 4. ALL FRAMING CLIPS, ANCHORS, TIES, STRAPS AND CONNECTORS SHALL BE I.C.B.O. APPROVED. NO MODIFICATIONS OF PROPRIETARY FASTENERS ARE PERMITTED WITHOUT APPROVAL FROM MANUFACTURER. 5. PROVIDE APPROVED FIRE STOPPING AT FLOOR AND CEILING LEVELS, DROPPED CEILINGS, SHOWERS, TUBS, SOFFITS, AND ANY OTHER CONCEALED DRAFT OPENINGS OR FURRED SPACE. 6. AT ATTIC AREAS HAVING A CLEAR HEIGHT OVER 30" PROVIDE A 22" X 30" MIN. ATTIC ACCESS. ALSO AND PROVIDE MEANS TO PROTECT WIRING WITHIN C OF ATTIC ACCESS. 7. PROVIDE APPROVED SNOW SPLITTER FOR METAL ROOFS AT VENTS AND CHIMNEYS. 8. PROVIDE MIN 48" BETWEEN TOP PLATE SPLICES. 9. PROVIDE PROTECTION, IN APPROVED MANNER, FOR COLUMNS WHICH MAY BE EXPOSED TO DAMAGE FROM MOVING VEHICLES (26 GA. SHEET METAL UP TO 3 FEET) AS PER CBC. METAL 1. FLASHING SHALL BE 24 GA. G.I. METAL GRAVEL STOPS AND BEAM CAPS TO BE 22 GA. G.I. METAL. 2. FRAMING CONNECTIONS TO BE SIMPSON CO. OR EQUAL MISCELLANEOUS 1. PROVIDE ICE DAM FLASHING MIN 30" ABOVE WALL LINE AT EAVES AND MIN. 30" EACH SIDE OF VALLEYS FOR COMPOSITION SHINGLE ROOFS (ABOVE 3000 FEET ELEV.). 2. ALL METAL ROOFS REQUIRE NON -GLARE SURFACE. 3. PROVIDE POSITIVE DRAINAGE OF SURFACE WATER AWAY FROM FOUNDATION, PRIOR TO FINAL INSPECTION. MIN. 5010 SLOPE OUT AT LEAST 10 FT FROM FOUNDATION. THIS SHALL ALSO APPLY TO ALL LANDINGS. 4, ANY CHANGE FROM THE APPROVED PLANS SHALL BE APPROVED PRIOR TO CONSTRUCTION. CONFIRM SITE CONDITIONS PRIOR TO CONSTRUCTION. SLOPES AND SOIL CONDITIONS SHALL BE ADDRESSED ON APPROVED PLANS. 5. ALL SPREAD FOOTINGS SHALL BE PLACED 12" MIN. INTO UNDISTURBED NATIVE SOIL. ATTIC ACCESS & VENTING 1. ATTIC VENTILATION: ATTICS & ENCLOSED RAFTER SPACES SHALL HAVE CROSS VENTILATION FOR EACH SEPARATE SPACE. A MINIMUM OF V OF AIRSPACE IS REQUIRED BETWEEN THE INSULATION & THE ROOF SHEATHING. THE NET FREE VENTILATING AREA SHALL NOT BE LESS THAN 1/150 OF THE AREA OF THE SPACE VENTILATED, WITH HALF OF THE VENTING LOCATED IN THE UPPER PORTION OF THE SPACE & THE BALANCE PROVIDED BY SOFFIT VENTS. R806 2, THE MINIMUM NET FREE VENTILATING AREA MAY BE REDUCED TO 1/300 OF THE AREA WHEN AT LEAST 40% & NOT MORE THAN 50% OF THE REQUIRED VENTILATORS ARE LOCATED IN THE UPPER PORTION OF THE ATTIC OR RAFTER SPACE. R806.2 3. ATTIC ACCESS: AN OPENING NOT LESS THAN 20" BY 30" SHALL BE PROVIDED TO ANY ATTIC HAVING A CLEAR HEIGHT OF OVER 30". A 30" MINIMUM CLEAR HEADROOM IN THE ATTIC SHALL BE PROVIDED AT OR ABOVE THE ACCESS OPENING. R807.1 WOOD NOTES 1. SAWN WOOD MEMBERS SHALL BE DOUGLAS FIR OR LARCH, S4S, AND SHALL BE GRADE MARKED BY A GRADING AGENCY RECOGNIZED BY THE INTERNATIONAL CONFERENCE OF BUILDING OFFICIALS (ICBO). WOOD GRADES, UNLESS NOTED, SHALL BE AS FOLLOWS: LIGHT FRAMING (2" TO 4" THICK & 2" TO 4" WIDE) ... NO.2 JOISTS & HEADERS (2" TO 4" THICK, 6" & WIDER)....NO.2 BEAMS & STRINGERS (6X & LARGER) ................ NO. I POST & TIMBERS (6X & LARGER) .................... NO. 1 2. PLYWOOD SHALL BE APA RATED SHEATHING AND CONFORM TO THE REQUIREMENTS CONTAINED IN CHAPTER 23 OF THE 2007 CBC AND SHALL BE OF THICKNESS AND GRADE AS SHOWN ON THE DRAWINGS, AND BE STAMPED WITH THE TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION. 3. FRAMING ANCHORS, STRAPS, JOIST HANGERS, ETC., SHALL BE AS MANUFACTURED BY THE "SIMPSON COMPANY" OR AN ICBO APPROVED EQUAL. 4. BOLTS SHALL CONFORM TO ASTM A307. NUTS SHALL CONFORM TO ASTM A563, HEX GRADE A. 5, ALL BOLT HEADS, NUTS, AND LAG SCREWS BEARING ON WOOD SHALL HAVE STANDARD CUT WASHERS UNLESS NOTED OTHERWISE. 6. BOLT HOLES DRILLED IN WOOD SHALL BE DRILLED 1/32" LARGER THAN THE NOMINAL BOLT DIAMETER EXCEPT FOR PILOT HOLES TO RECEIVE LAG BOLT THREADS. 7. NAILING OF SAWN WOOD MEMBERS, UNLESS OTHERWISE NOTED, SHALL BE DONE WITH COMMON WIRE NAILS AND CONFORM TO TABLE 2304.9.1 OF THE CBC. 8. DIAPHRAGM NAILING SHALL CONFORM TO TABLE 2304.9.1 OF THE CBC WITH NOMENCLATURE DEFINED AS FOLLOWS: BN = BOUNDARY NAILING AT DIAPHRAGM BOUNDARIES, CONTINUOUS PANEL EDGES, AND AT EDGES OF OPENINGS. EN = EDGE NAILING, PANEL EDGES FN = FIELD NAILING, INTERMEDIATE SUPPORTS 9. WOOD MEMBERS SHALL BE ERECTED WITH POSITIVE CAMBER UPWARDS, AND NEGATIVE CAMBER WHERE INDICATED DOWNWARD. 10. ALL NAILS LARGER THAN 16d, AND ALL NAILING TENDING TO CAUSE SPLITTING OF WOOD MEMBERS, SHALL BE INSTALLED IN PREDRILLED HOLES. CUTTING DRILLING, R NOTCHING F l 1. G, O OTC G O BEAMS/JOISTS/ POSTS SHALL BE PERMITTED ONLY AS SHOWN ON THE DRAWINGS OR AS PER CBC 12. ALL SILLS OR PLATES RESTING ON CONCRETE OR MASONRY, WHICH IS IN DIRECT CONTACT WITH THE EARTH SHALL BE PRESSURE TREATED DOUGLAS FIR, TYP., U.N.O. 13. MOISTURE CONTENT OF WOOD AT THE TIME OF PLACING SHALL NOT EXCEED 19 PERCENT. APPLIANCES IN ATTIC ATTIC ACCESS: AN ATTIC IN WHICH AN APPLIANCE IS INSTALLED SHALL BEACCESSIBLE T R THROUGH AN OPENING AND PASSAGEWAY AT LEAST AS LARGE AS THE LARGEST COMPONENT OF THE APPLIANCE., AND NOT LESS THAN 22" x 30" 2. PASSAGEWAY: WHERE THE HEIGHT OF THE PASSAGEWAY IS LESS THAN SIX (6) FEET, THE DISTANCE FROM THE PASSAGEWAY ACCESS TO THE APPLIANCE SHALL NOT EXCEED TWENTY (20) FEET, MEASURED ALONG THE CENTERLINE OF THE PASSAGEWAY. THE PASSAGEWAY SHALL BE UNOBSTRUCTED AND SHALL HAVE SOLID FLOORING NOT LESS THAN TWENTY-FOUR (24) INCHES WIDE FROM THE ENTRANCE OPENING TO THE APPLIANCE. 3• WORK PLATFORM: A LEVEL WORKING PLATFORM NOT LESS THAN 30" x 30" SHALL BE PROVIDED IN FRONT OF THE SERVICE SIDE OF THE APPLIANCE. 4. LIGHTING & CONVENIENCE OUTLET: A PERMANENT 120 VOLT RECEPTACLE AND A LIGHTING FIXTURE SHALL BE INSTALLED NEAR THE APPLIANCE. THE SWITCH CONTROLLING THE LIGHTING FIXTURE SHALL BE LOCATED AT THE ENTRANCE TO THE PASSAGEWAY. OUTLET/SWITCH LOCATION BELOW COUNTER OUTLETS: THE BOTTOM OF ALL ELECTRICAL, PHONE AND COMMUNICATION OUTLET BOXES TO BE MOUNTED @ 13" MIN., ABOVE FINISH FLOOR, TYP., U.N.O. ABOVE COUNTER OUTLETS: THE BOTTOM OF ALL ELECTRICAL, PHONE, AND COMMUNICATION OUTLET BOXES TO BE MOUNTED @ 42" ABOVE BACK SPLASH OR COUNTER TOPS, TYP., U.N.O. LIGHT SWITCHES: THE TOP OF ALL LIGHT SWITCH BOXES TO BE MOUNTED 48" ABOVE FINISH FLOOR, TYP., U.N.O. MECHANICAL/PLUMBING I. APPLIANCES DESIGNED TO BE IN A FIXED POSITION SHALL BE SECURELY FASTENED IN A PLACE. 2. HEAT PRODUCING APPLIANCES SHALL HAVE CLEARANCES TO COMBUSTIBLES ACCORDING TO MANUFACTURER'S INSTALLATION INSTRUCTIONS OR U.M.C., ALL WOOD BURNING HEATERS AND WOOD STOVES SHALL BE E.P.A. APPROVED. 3. PROVIDE COMBUSTION AIR OPENINGS FOR ALL GAS APPLIANCES. MIN. TOTAL OF 200 SQ. INCHES WITH HALF (100 SQ. IN.) PLACED WITHIN 12" OF THE CEILING AND HALF PLACED WITHIN 12" OF FLOOR. PROVIDE A MINIMUM OF 1 SQ. INCH PER 1000 B.T.U.S OF COMBINED OUTPUT. 4. PROVIDE MIN. 30" OF WORKING SPACE IN FRONT OF APPLIANCE FIREBOX, INSTALL, PER MANUFACTURER'S INSTALLATION INSTRUCTIONS AND LEAVE INSTRUCTIONS WITH APPLIANCE. 5. WATER HEATER TO BE FITTED WITH PRESSURE AND TEMPERATURE RELIEF VALVE PIPED TO THE OUTSIDE OF THE STRUCTURE AND SLOPED TO DRAIN MIN. 1/4" PER FOOT. PIPE SHALL TERMINATE MIN. 6" TO MAX. 24" ABOVE THE GROUND POINTING DOWN. NO REDUCTION IN SIZE ALLOWEE, NO FLEX CONNECTORS ALLOWED. 6. PROVIDE AIR GAP FOR DISHWASHER WITH FLOOD LEVEL AT OR ABOVE SINK OR DRAIN BOARD. 7. ALL POTABLE WATER OUTLETS WITH HOSE BIBB ATTACHMENTS OTHER THAN WATER HEATERS OR CLOTHES WASHERS, SHALL HAVE NON REMOVABLE BACK FLOW PREVFNTER. AS PER UPC. 8 IF TUB IS A HYDRO MASSAGE UNIT, THEN THE BATHTUB AND ITS ASSOCIATED ELECTRICAL COMPONENTS SHALL BE PROTECTED BY A GROUND FAULT INTERRUPTER. ALL 125 VOLT SINGLE PHASE RECEPTACLES WITHIN 5 FEET MEASURED HORIZONTALLY OF THE INSIDE WALLS OF A HYDRO MASSAGE TUB SHALL BE PROTECTED BY ri GFI. PROVIDE ACCESS DOOR AS PER NEC 9, BOND METALLIC GAS PIPE AND WATER PIPES TO THE SERVICE GROUND AS PER NEC. 10. PACKAGE UNITS OR COMPRESSORS LOCATED ON THE EXTERIOR SHALL BE MOUNTED ON A CONCRETE PAD THAT PROVIDES A MINIMUM ELEVATION OF 3" ABOVE GRADE. THE UNIT SHALL HAVE A RATED DISCONNECT AND A WATERPROOF GFI OUTLET WITHIN 25' OF THE UNIT ON THE SUPPLY SIDE OF THE DISCONNECT. 11. ATTIC MOUNTED HVAC UNITS SHALL BE SET AND BRACED IN THE ATTIC IN SUCH A POSITION TO ALLOW AN UNOBSTRUCTED D UC 30' WIDE PASSAGEWAY FROM THE ATTIC OPENING TO THE UNIT NOT LONGER THAN 20', WITH A 24" PLATFORM. A LEVEL WORK SPACE OF 30" SQUARE WILL BE PROVIDED AT THE FRONT OR SERVICE SIDE OF THE EQUIPMENT. THERE WILL BE A SERVICE RECEPTACLE WITHIN 25' OF THE UNIT ON THE LINE SIDE OF THE EQUIPMENT DISCONNECT. A LIGHT FIXTURE ILLUMINATING THE ACCESS WAY AND UNIT SHALL BE INSTALLED WITH A SWITCH NEAR THE ATTIC ACCESS OPENING. 12. THE CAPACITY OF THE WATER HEATER SHALL CONFORM TO TABLE 5-1 OF THE CALIFORNIA PLUMBING CODE FOR THE FIRST HOUR RATING. THE WATER HEATER SHALL HAVE AN EFFICIENCY EQUAL TO OR GREATER THAN .58, AND SHALL HAVE R-4 PIPE INSULATION ON THE FIRST 5' OF THE HOT AND COLD WATER PIPES IF THE UNIT IS A TANK TYPE, OR THE ENTIRE PIPE SHALL BE INSULATED IF THE SYSTEM IS A RECIRCULATING SYSTEM. THE WATER HEATER IS TO HAVE SEISMIC STRAPS ON THE UPPER AND LOWER THIRD, WITH THE STRAP ON THE BOTTOM AT LEAST 4" FROM THE CONTROLS. IF THE WATER HEATER IS GAS POWERED, THE UNIT WILL BE INSTALLED ON A PLATFORM AT LEAST 18" HIGH WITH SUFFICIENT CLEARANCE OR SUPPLY OF COMBUSTION AIR. 13. SHOWER AND TUB/SHOWER COMBINATIONS SHALL HAVE INDIVIDUAL CONTROL VALVES OF THE PRESSURE BALANCE OR THERMOSTATIC MIXING VALVE TYPES. 14. INSTALL PRESSURE ABSORBING DEVICES ()R APPROVED MECHANICAL DEVICES LOCATED CLOSE .0 QUICK ACTING VALVES TO ABSORB HIGH PRESSURE FROM QUICKLY CLOSING THE VALVES. 15. SHOWER OR TUB/SHOWER COMBINATIONS TO HAVE SMOOTH, NON-ABSORBANT ST-RFACES, SUCH AS CERAMIC TILE, OVER A MOISTURE RESISTANT UNDERLAYMENT TO A HEIGHT OF 70" ABOVE THE DRAIN OUTLET. 16. FAUCETS, SHOWER VALVES AND TOILETS SHALL BE RATED TO COMPLY WITH THE APPROPRIATE FLOW LIMITS AS INDICATED IN THE CALIFORNIA PLUMBING CODE. 17. UNDERGROUND FERROUS GAS PIPING SHALL BE ISOLATED FROM THE REST OF THE SYSTEM WITH APPROVED ISOLATION FITTINGS, INSTALLED A MINIMUM OF 6" ABOVE GRADE. PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE _BY� NOTE: ANY INFORMATION ON SUMMIT ENGINEERING SHEETS, SHALL SUPERCEDE THIS SHEET ELECTRICAL IA. SMOKE DETECTORS @ NEW CONSTRUCTION: PROVIDE HARD WIRED & INTERCONNECTED WITH BATTERY BACKUP SMOKE DETECTORS WHERE SHOWN ON PLANS. DETECTORS SHALL SOUND AN ALARM IN ALL SLEEPING AREAS, ACCESS TO SLEEPING AREAS, AND ON EACH FLOOR LEVEL. IB. SMOKE DETECTORS @ EXISTING (REMODELS): WHEN THE VALUATION OF AN ADDITIONS, ALTERATION OR REPAIR TO A GROUP "R-3" OCCUPANCY EXCEEDS $1,000.00 A14D A PERMIT IS REQUIRED, OR WHEN ONE OR MORE SLEEPING ROOMS ARE ADDED OR CREATED IN EXISTING GROUP "R" OCCUPANCIES. SMOKE DETECTORS SHALL BE INSTALLED IN ALL EXISTING SLEEPING ROOMS AND ANY ROOM OR HALLWAY LEADING TO SUCH SLEEPING ROOMS. THESE SMOKE DETECTORS MAY BE SOLELY BATTERY OPERATED WHEN INSTALLING IN EXISTING BUILDINGS AS PER 2010 CRC SECTION R314. 1C. CARBON MONOXIDE DETECTORS: PROVIDE HARD WIRED & INTERCONNECTED WITH BATTERY BACKUP CARBON MONOXIDE DETECTORS WHERE SHOWN ON PLANS. DETECTC ZS SHALL SOUND AN ALARM IN ALL SLEEPING AREAS, ACCESS TO SLEEPING AREAS, AND ON EACH FLOOR LEVEL. A CARBON MONOXIDE ALARM MUST BE INSTALLED IN THE HALLWAY OF THE EXISTING RESIDENCE (REMODELS) THIS ALARM MAY BE SOLELY BATTERY OPERATED. 1D. MULTIPLE -PURPOSE ALARMS. CARBON MONOXIDE ALARMS COMBINED WITH SMOKE ALARMS SHALL COMPLY WITH SECTION R315, ALL APPLICABLE STANDARDS, AND REQUIREMENTS FOR LISTING AND APPROVAL BY THE OFFICE OF THE STATE FIRE MARSHAL 2. ALL 125 VOLT, SINGLE PHASE, 15 & 20 AMP OUTLETS (RECEPTICLES) SHALL BE LISTED TAMPER RESISTANT AS PER CEC 406.11 3. ARC -FAULT CIRCUIT INTERRUPTER: ALL 120 -VOLT, SINGLE PHASE, 15 & 20 AMP BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN DWELLING SHALL BE PROTECTED BY A LISTED ARC -FAULT CIRCUIT INTERRUPTER, COMBINATION -TYPE, INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT. 4. ALL 110 V, 15 AND 20 AMP. RECEPTACLES LOCATED IN GARAGES, BATHROOMS, AND WITHIN C OF KITCHEN SINK OR OUTSIDE AND ACCESSIBLE WITHIN 6-6" OF GRADE SHALL HAVE G.F.I. PROTECTION. 5. PROVIDE K -CHEN RECEPTACLE AT EACH COUNTER SPACE 12" OR WIDER. RECEPTACLES ABOVE COUNTER TO BE INSTALLED SO THERE IS NO SPACE GREATER THAN 48" BETWEEN RECEPTACLES. RECEPTACLES SHALL BE PLACED WITHIN 24" OF WALL OR CHANGE IN COUNTER, IE: OVEN, SINK, ETC. 6. 15 AND 20 AMP. BRANCH CIRCUITS SHALL HAVE NOT MORE THAN 15 OUTLETS. 7. EXTERIOR RECPTICLES SHALL BE WP/GFCI PROTECETD & WATER PROOF 8. GENERAL RECEPTACLES REQUIRE 20 AMP. CIRCUIT WITH 12 GA. COPPER WIRE. 9. KITCHEN: SHALL BE SERVED BY AT LEAST TWO 20 AMP. SMALL APPLIANCE BRANCH CIRCUITS, SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS 10. LAUNDRY ROOM: SHALL BE SERVED BY AT LEAST ONE 20 AMP. BRANCH CIRCUIT, SUCH CIRCUIT SHALL HAVE NO OTHER OUTLETS 11. BATHROOMS: SHALL BE SERVED BY AT LEAST ONE 20 AMP. BRANCH CIRCUIT, SUCH CIRCUIT SHALL HAVE NO OTHER OUTLETS 12. OUTLETS IN KITCHENS, BATHROOMS, LAUNDRY, GARAGE AND EXTERIOR TO BE PROTECTED BY GROUND FAULT CIRCUIT INTERRUPT OUTLETS OR BREAKERS. ALL EXTERIOR OUTLETS TO ALSO BE WATER RESISTANT IN USE. 13. RECESSED CAN LIGHTS SHALL BE RATED FOR ZERO CLEARANCE FROM COMBUSTIBLE SURFACES AND INSULATION, SEALED FOR AIR TIGHT CONSTRUCTION, AND SHALL HAVE A GASKET OR CAULKING BETWEEN THE HOUSING AND CEILING SURFACE. 14. ALL LIGHT FIXTURES IN TUB OR SHOWER ENCLOSURES SHALL BE LABELED "SUITABLE FOR DAMP LOCATION" 15. ALL EXTERIOR LIGHT FIXTURES SHALL BE LABELED "SUITABLE FOR DAMP LOCATION" 16. OUTLETS IN THE COMMON WALL BETWEEN THE GARAGE AND LIVING SPACE SHALL MAINTAIN A 24" HORIZONTAL CLEARANCE BETWEEN OUTLETS AND JUNCTION BOXES ON THE OPPOSITE SIDE OF THE WALL. 17. LIGHTS IN CLOTHES CLOSETS REQUIRE MIN. 12" CLEARANCE TO STORAGE AREA MEASURED HORIZONTALLY, UNOBSTRUCTED TO THE FLOOR. MINIMUM 24" FROM WALLS OR 12" FROM EDGE OF SHELF, WHICHEVER IS GREATER. 18. ALL COOKING UNITS AND DRYERS SHALL HAVE CONDUCTOR WIRES WITH AN INSULATED NEUTRAL AND A FOUR PRONG OUTLET AS REQUIRED AS PER NEC 19. PROVIDE STEEL ELECTRICAL BOX IN FIRE RESISTIVE CEILINGS AND WALLS. SEPARATE ELECTRICAL BOXES BACK TO BACK IN FIRE RESISTIVE WALLS BY A MINIMUM OF 24 INCHES HORIZONTALLY. BOX AREA SHALL NOT EXCEED 16 SQ. IN. AS PER CBC. 20, PROVIDE DISCONNECTING MEAN'S FOR ALL AIR CONDITIONING EQUIPMENT AS PER CEC 21. PROVIDE CONCRETE ENCASED GROUNDING ELECTRODE TO CONSIS1 OF EITHER, 1) 20 FT. OF MIN. 1/2" RE -BAR, OR 2) 20 FT. OF #4 COPPER CONDUCTOR. LOCATE ELECTRODE NEAR BUT NOT ON THE BOTTOM OF THE FOOTING. PROVIDE #4 COPPER CONDUCTOR CONTINUOUS TO PANEL FOR 200 AMP OR SMALLER SERVICES. AS PER CEC 22. ALL METAL PIPING SYSTEMS SHALL BE EFFECTIVELY BONDED TO THE ELECTRICAL GROUNDING SYSTEM WITH CONDUCTOR NOT SMALLER THAN GROUNDING ELECTRODE CONDUCTOR. 23• VENT ALL FANS TO THE OUTSIDE, EITHER THE ROOF OR THE EXTERIOR WALL. 24, A FIXTURE THAT WEIGHS MORE THAN 6 POUNDS OR EXCEEDS 16 INCHS IN ANY DIMENSION SHALL NOT BE SUPPORTED BY THE SCREW SHELL OF A LAMP HOLDER. OUTLET BOXES SHALL NOT BE USED AS THE SOLE SUPPORT FOR CEILING (PADDLE) FANS. F. DATE 7BY No. U W 1--1 �� (00V N C� (n O co E.L Na) C (a `�p vii (n co W 00 LO .. W _r_ �l U I --II M--1 � M Q O 0 U w 00 W � z o a O E-� Q a Q W CN, � U Q � O Z W U z � N O0 AQ w � ' a 0 U W pq U o � W � 00 H W M O N w W MMR CHECKED BY PL DATE 11-28-16 SCALE AS SHOWN JOB NO. 016-009 SHEET 20'83 CALIFORNIA GREEN BUILDING STANDARDS CODE RESIDENTIAL MANDATORY MEASURES, SHEET 7 CHAPTER 3 GREEN BUILDING SECTION 3011 GENERAL 301.1 SCOPE. Buildings shall be designed to include the green building measures specified as mandatory in the application checklists contained in this code. Voluntary green building measures are also included in the application checklists and may be included in the design and construction of structures covered by this code, but are not required unless adopted by a city, county, or city and county as specified in Section 101.7. 301.1.1 Additions and alterations. [HCD] The mandatory provisions of Chapter 4 shall be applied to additions or alterations of existing residential buildings where the addition or alteration increases the building's conditioned area, volume, or size. The requirements shall apply only to and/or within the specific area of the addition or alteration. 301.2 LOW-RISE AND HIGH-RISE RESIDENTIAL BUILDINGS. [HCD] The provisions of individual sections of CALGreen may apply to either low-rise residential buildings high-rise residential buildings, , or both. Individual sections will be designated by banners to indicate where the section applies specifically to low-rise only (LR) or high-rise only (HR). When the secticn applies to both low-rise and high-rise buildings, no banner will be used. SECTION 302 MIXED OCCUPANCY BUILDINGS 302.1 MIXED OCCUPANCY BUILDINGS. In mixed occupancy buildings, each portion of a building shall comply with the specific green building measures applicable to each specific occupancy. ABBREVIATION DEFINITIONS: HCD Department of Housing and Community Development BSC California Building Standards Commission DSA -SS Division of the State Architect, Structural Safety OSHPD Office of Statewide Health Planning and Development LR Low Rise HR High Rise AA Additions and Alterations N New CHAPTER 4 RESIDENTIAL MANDATORY MEASURES DIVISION 4.1 PLANNING AND DESIGN 4.106 SITE DEVELOPMENT 4.106.1 GENERAL. Preservation and use of available natural resources shall be accomplished through evaluation and careful planning to minimize negative effects on the site and adjacent areas. Preservation of slopes, management of storm water drainage and erosion controls shall comply with this section. 4.106.2 STORM WATER DRAINAGE AND RETENTION DURING CONSTRUCTION. Projects which disturb less than one acre of soil and are not part of a larger common plan of development which in total disturbs one acre or more, shall manage storm water drainage during construction. In order to manage storm water drainage during construction, one or more of the following measures shall be implemented to prevent flooding of adjacent property, prevent erosion and retain soil runoff on the site. 1. Retention basins of sufficient size shall be utilized to retain storm water on the site. 2. Where storm water is conveyed to a public drainage system, collection point, gutter or similar disposal method, water shall be filtered by use of a barrier system, wattle or other method approved by the enforcing agency. 3. Compliance with a lawfully enacted storm water management ordinance. 4.106.3 GRADING AND PAVING. Construction plans shall indicate how the site grading or drainage system will manage all surface water flows to keep water from entering buildings. Examples of methods to manage surface water include, but are not limited to, the following: 1. Swales 2. Water collection and disposal systems 3. French drains 4. Water retention gardens 5. Other water measures which keep surface water away from buildings and aid in groundwater recharge. Exception: Additions and alterations not altering the drainage path. DIVISION 4.2 ENERGY EFFICIENCY 4.201 GENERAL 4.201.1 SCOPE (MINIMUM STANDARDS FOR ENERGY EFFICIEI`ICY). For the purooses of mandatory energy efficiency standards in this code, the California Energy Commission will continue to adopt mandatory standards. 4.303 INDOOR WATER USE 4.303.1 WATER CONSERVING PLUMBING FIXTURES AND FITTINGS. Plumbing fixtures (water closets and urinals) and fittings (faucets and showerheads) shall comply with the following: 4.303.1.1 Water Closets. The effective flush volume of all water closets shall not exceed 1.28 gallons per flush. Tank -type water closets shall be certified to the performance criteria of the U.S. EPA WaterSense Specification for Tank -type Toilets. Note: The effective flush volume of dual flush toilets is defined as the composite, average flush volume of two reduced flushes and one full flush. 4.303.1.2 Urinals. The effective flush volume of urinals shall not exceed 0.5 gallons per flush. 4.303.1.3 Showerheads. 4.303.1.3.1 Single Showerhead. Showerheads shall have a maximum flow rate of not more than 2.0 gallons per minute at 80 psi. Showerheads shall be certified to the performance criteria of the U.S. EPA WaterSense Specification for Showerheads. 4.303.1.3.2 Multiple showerheads serving one shower. When a shower is served by more than one showerhead, the combined flow rate of all the showerheads and/or other shower outlets controlled by a single valve shall not exceed 2.0 gallons per minute at 80 psi, or the shower shall be designed to only allow one shower outlet to be in operation at a time. Note: A hand-held shower shall be considered a showerhead. 4.303.1.4 Faucets. 4.303.1.4.1 Residential Lavatory Faucets. The maximum flow rate of residential lavatory faucets shall not exceed 1.5 gallons per minute at 60 psi. The minimum flow rate of residential lavatory faucets shall not be less than 0.8 gallons per minute at 20 psi. 4.303.1.4.2 Lavatory Faucets in Common and Public Use Areas. The maximum flow rate of lavatory faucets installed in common and public use areas (outside of dwellings or sleeping units) in residential buildings shall not exceed 0.5 gallons per minute at 60 psi. 4.303.1.4.3 Metering Faucets. Metering faucets when installed in residential buildings shall not deliver more than 0.25 gallons per cycle. 4.303.1.4.4 Kitchen Faucets. The maximum flow rate of kitchen faucets shall not exceed 1.8 gallons per minute at 60 psi. Kitchen faucets may temporarily increase the flow above the maximum rate, but not to exceed 2.2 gallons per minute at 60 psi, and must default to a maximum flow rate of 1.8 gallons per minute at 60 psi. Note: Where complying faucets are unavailable, aerators or other means may be used to achieve reduction. 4.303.2 STANDARDS FOR PLUMBING FIXTURES AND FITTINGS. Plumbing fixtures and fittings shall be installed in accordance with the California Plumbing Code, and shall meet the applicable standards referenced in Table 1401.1 of the California Plumbing Code. DIVISION 4.3 WATER EFFICIENCY AND CONSERVATION NOTE: THIS TABLE COMPILES THE DATA IN SECTION 4.303.1, AND IS INCLUDED AS A CONVENIENCE FOR THE USER. TABLE - MAXIMUM FIXTURE WATER USE FIXTURE TYPE FLOW RATE SHOWER HEADS (RESIDENTIAL) 2.0 GMP @ 80 PSI LAVATORY FAUCETS (RESIDENTIAL) MAX. 1.5 GPM @ 60 PSI MIN. 0.8 GPM @ 20 PSI LAVATORY FAUCETS IN COMMON & PUBLIC USE AREAS 0.5 GPM @ 60 PSI KITCHEN FAUCETS 1.8 GPM @ 60 PSI METERING FAUCETS 0.25 GAL/CYCLE WATER CLOSET 1.28 GAL/FLUSH URINALS 0.5 GAL/FLUSH 4.304 OUTDOOR WATER USE 4.304.1 IRRIGATION CONTROLLERS. Automatic irrigation system controllers for landscaping provided by the builder and installed at the time of final inspection shall comply with the following: 1. Controllers shall be weather- or soil moisture -based controllers that automatically adjust irrigation in response to changes in plants' needs as weather conditions change. 2. Weather -based controllers without integral rain sensors or communication systems that account for local rainfall shall have a separate wired or wireless rain sensor which connects or communicates with the controller(s). Soil moisture -"based controllers are not required to have rain sensor input. Note: More information regarding irrigation controller function and specifications is available from the Irrigation Association. DIVISION 4.4 MATERIAL CONSERVATION AND RESOURCE EFFICIENCY 4.406 ENHANCED DURABILITY AND REDUCED MAINTENANCE 4.406.1 RODENT PROOFING. Annular spaces aro:Jnd pipes, electric cables, conduits or other openings in sole/bottom plates at exterior walls shall be protected against the passage of rodents by closing such openings with cement mortar, concrete masonry or a similar method acceptable to the enforcing agency 4.408 CONSTRUCTION WASTE REDUCTION, DISPOSAL AND RECYCLING 4.408.1 CONSTRUCTION WASTE MANAGEMENT. Recycle and/or salvage for reuse a minimum of 50 percent of the non -hazardous construction and demolition waste in accordance with either Section 4.408.2, 4.408.3 or 4.408.4, or meet a more stringent local construction and demolition waste management ordinance. Exceptions: 1. Excavated soil and land -clearing debris. 2. Alternate waste reduction methods developed by working with local agencies if diversion or recycle facilities capable of compliance with this item do not exist or are not located reasonably close to the jobsite. 3. The enforcing agency may make exceptions to the requirements of this section when isolated jobsites are located in areas beyond the haul boundaries of the diversion facility. 4.408.2 CONSTRUCTION WASTE MANAGEMENT PLAN. Submit a construction waste management plan in conformance with Items 1 through 5. The construction waste management plan shall be updated as necessary and shall be available during construction for examination by the enforcing agency. 1. Identify the construction and demolition waste materials to be diverted from disposal by recycling, reuse on the project or salvage for future use or sale. 2. Specify if construction and demolition waste materials will be sorted on-site (source separated) or bulk mixed (single stream). 3. Identify diversion facilities where the construction and demolition waste material collected will be taken. 4. Identify con ;truction methods employed to reduce the amount of construction and demolition waste generated. 5. Specify that the amount of construction and demolition waste materials diverted shall be calculated by weight or volume, but not by both. 4.408.3 WASTE MANAGEMENT COMPANY. Utilize a waste management company, approved by the enforcing agency, which can provide verifiable documentation that the percentage of construction and demolition waste material diverted from the landfill complies with Section 4.408.1. Note: The owner or contractor may make the determination if the construction and demolition waste materials will be diverted by a waste management company. 4.408.4 WASTE STREAM REDUCTION ALTERNATIVE. Projects that generate a total combined weight of construction and demolition waste disposed of in landfills, which do not exceed four (4) lbs./sq.ft. of the building area shall meet the minimum 50% construction waste reduction requirement in Section 4.408.1 4.408.4.1 WASTE STREAM REDUCTION ALTERNATIVE. [HR] Projects that generate a total combined weight of construction and demolition waste disposed of in landfills, which do not exceed two (2) lbs./sq.ft. of the building area shall meet the minimum 50% construction waste reduction requirement in Section 4.408.1 1 4.408.5 DOCUMENTATION. Documentation shall be provided to the enforcing agency which demonstrates compliance with Section 4.408.2, items 1 through 5, Section 4.408.3 or Section 4.408.4.. Notes: 1. Sample forms found in "A Guide to the California Green Building Standards Code (Residential)" located at www.hcd.ca.gov/CALGreen.html may be used to assist in documenting compliance with this section. 2. Mixed construction and demolition debris (C & D) processors can be located at the California Department of Resources Recycling and Recovery (CalRecycle). 4.410 BUILDING MAINTENANCE AND OPERATION 4.410.1 OPERATION AND MAINTENANCE MANUAL. At the time of final inspection, a manual, compact disc, web -based reference or other media acceptable to the enforcing agency which includes all of the following shall be placed in the building: 1. Directions to the owner or occupant that the manual shall remain with the building throughout the life cycle of the structure. 2. Operation and maintenance instructions for the following: a. Equipment and appliances, including water -saving devices and systems, HVAC systems, water -heating systems and other major appliances and equipment. b. Roof and yard drainage, including gutters and downspouts. c. Space conditioning systems, including condensers and air filters. d. Landscape irrigation systems. e. Water reuse systems. 3. Information from local utility, water and waste recovery providers on methods to further reduce resource consumption, including recycle programs and locations. 4. Public transportation and/or carpool options available in the area. 5. Educational material on the positive impacts of an interior relative humidity between 30-60 percent and what methods an occupant may use to maintain the relative humidity level in that range. 6. Information about water -conserving landscape and irrigation design and controllers which conserve water. 7. Instructions for maintaining gutters and downspouts and the importance of diverting water at least 5 feet away from the foundation. 8. Information on required routine maintenance measures, including, but not limited to, caulking, painting, grading around the building, etc. 9. Information about state solar energy and incentive programs available. 10. A copy of all special inspections verifications required by the enforcing agency or this [California Green Building Standards] code. DIVISION 4.5 ENVIRONMENTAL QUALITY 4.503 FIREPLACES 4.503.1 GENERAL. Any installed gas fireplace shall be a direct -vent sealed -combustion type. Any installed woodstove or pellet stove shall comply with U.S. EPA Phase II emission limits where applicable. Woodstoves, pellet stoves and fireplaces shall also comply with applicable local ordinances. 4.504 POLLUTANT CONTROL 4.504.1 COVERING OF DUCT OPENINGS & PROTECTION OF MECHANICAL EQUIPMENT DURING CONSTRUCTION. At the time of rough installation, during storage on the construction site and until final startup of the heating, cooling and ventilating equipment, all duct and other related air distribution component openings shall be covered with tape, plastic, sheet metal or other methods acceptable to the enforcing agency to reduce the amount of water, dust or debris which may enter the system. 4.504.2 FINISH MATERIAL POLLUTANT CONTROL. Finish materials shall comply with this section. 4.504.2.1 Adhesives, Sealants and Caulks. Adhesives, sealant and caulks used on the project shall meet the requirements of the following standards unless more stringent local or regional air pollution or air quality management district rules apply: 1. Adhesives, adhesive bonding primers, adhesive primers, sealants, sealant primers and caulks shall comply with Kcal or regional air pollution control or air quality management district rules where applicable or SCAQMD Rule 1168 VOC limits, as shown in Table 4.504.1 or 4.504.2, as applicable. Such products also shall comply with the Rule 1168 prohibition on the use of certain toxic compounds (chloroform, ethylene dichloride, methylene chloride, perch loroethylene and tricloroethylene), except for aerosol products, as specified in Subsection 2 below. 2. Aerosol adhesives, and smaller unit sizes of adhesives, and sealant or caulking compounds (in units of product, less packaging, which do not weigh more than 1 pound and do not consist of more than 16 fluid ounces) shall comply with statewide VOC standards and other requirements, including prohibitions on use of certain toxic compounds, of California Code of Regulations, Title 17, commencing with section 94507. 4.504.2.2 Paints and Coatings. Architectural paints and coatings shall comply with VOC limits in Table 1 of the ARB Architectural Suggested Control Measure, as shown in Table 4.504.3, unless more stringent local limits apply. The VOC content limit for coatings that do not meet the definitions for the specialty coatings categories listed in Table 4.504.3 shall be determined by classifying the coating as a Flat, Nonflat or Nonflat-High Gloss coating, based on its gloss, as defined in subsections 4.21, 4.36, and 4.37 of the 2007 California Air Resources Board, Suggested Control Measure, and the corresponding Flat Nonflat or Nonflat-high Gloss VOC limit in Table 4.504.3 shall apply. 4.504.2.3 Aerosol Paints and Coatings. Aerosol paints and coatings shall meet the Product -weighted MIR Limits for ROC in Section 94522(a)(3) and other requirements, including prohibitions on use of certain toxic compounds and ozone depleting substances, in Sections 94522(c)(2) and (d)(2) of California Code of Regulations, Title 17, commencing with Section 94520; and in areas under the jurisdiction of the Bay Area Air Quality Management District additionally comply with the percent VOC by weight of product limits of Regulation 8, Rule 49. 4.504.2.4 Verification. Verification of compliance with this section shall be provided at the request of the enforcing agency. Documentation may include, but is not limited to, the following: 1. Manufacturer's product specification. 2. Field verification of on-site product containers. TABLE 4.504.1 - ADHESIVE VOC LIMITI,2 (Less Water and Less Exempt Compounds in Grams per Liter) ARCHITECTURAL APPLICATIONS CURRENT VOC LIMIT INDOOR CARPET ADHESIVES 50 CARPET PAD ADHESIVES 50 OUTDOOR CARPET ADHESIVES 150 WOOD FLOORING ADHESIVES 100 RUBBER FLOOR ADHESIVES 60 SUBFLOOR ADHESIVES 50 CERAMIC TILE ADHESIVES 65 VCT & ASPHALT TILE ADHESIVES 50 DRYWALL & PANEL ADHESIVES 50 COVE BASE ADHESIVES 50 MULTIPURPOSE CONSTRUCTION ADHESIVE 70 STRUCTURAL GLAZING ADHESIVES 100 SINGLE -PLY ROOF MEMBRANE ADHESIVES 250 OTHER ADHESIVES NOT LISTED 50 SPECIALTY APPLICATIONS 350 PVC WELDING 510 CPVC WELDING 490 ABS WELDING 325 PLASTIC CEMENT WELDING 250 ADHESIVE PRIMER FOR PLASTIC 550 CONTACT ADHESIVE 80 SPECIAL PURPOSE CONTACT ADHESIVE 250 STRUCTURAL WOOD MEMBER ADHESIVE 140 TOP & TRIM ADHESIVE 250 SUBSTRATE SPECIFIC APPLICATIONS 250 METAL TO METAL 30 PLASTIC FOAMS 50 POROUS MATERIAL (EXCEPT WOOD) 50 WOOD 30 FIBERGLASS 80 RUST PREVENTATIVE COATINGS 250 1. IF AN ADHESIVE IS USED TO BOND DISSIMILAR SUBSTRATES TOGETHER, THE ADHESIVE WITH THE HIGHEST VOC CONTENT SHALL BE ALLOWED. 2. FOR ADDITIONAL INFORMATION REGARDING METHODS TO MEASURE THE VOC CONTENT SPECIFIED IN THIS TABLE, SEE SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT RULE 1168. TABLE 4.504.5 - FORMALDEHYDE LIMITS, MAXIMUM FORMALDEHYDE EMISSIONS IN PARTS PER MILLION PRODUCT CURRENT LIMIT HARDWOOD PLYWOOD VENEER CORE 0.05 HARDWOOD PLYWOOD COMPOSITE CORE 0.05 PARTICLE BOARD 0.09 MEDIUM DENSITY FIBERBOARD 0.11 THIN MEDIUM DENSITY FIBERBOARD2 0.13 1. VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED BY THE CALIF. AIR RESOURCES BOARD, AIR TOXICS CONTROL MEASURE FOR COMPOSITE WOOD AS TESTED IN ACCORDANCE WITH ASTM E 1333. FOR ADDITIONAL INFORMATION, SEE CALIF. CODE OF REGULATIONS, TITLE 17, SECTIONS 93120 THROUGH 93120.12. 2. THIN MEDIUM DENSITY FIBERBOARD HAS A MAXIMUM THICKNESS OF 5/.16" (8 MM). TABLE 4.504.2 -SEALANT VOC LIMIT (Less Water and Less Exempt Compounds in Grams per Liter) SEALANTS . CURRENT VOC LIMIT ARCHITECTURAL 250 MARINE DECK 760 NONMEMBRANE ROOF 300 ROADWAY 250 SINGLE -PLY ROOF MEMBRANE 450 OTHER 420 SEALANT PRIMERS 50 ARCHITECTURAL 350 NON -POROUS 250 POROUS 775 MODIFIED BITUMINOUS 500 MARINE DECK 760 OTHER 750 TABLE 4.504.3 - VOC CONTENT LIMITS FOR ARCHITECTURAL COATINGS2,3 GRAMS OF VOC PER LITER OF COATING, LESS WATER & LESS EXEMPT COMPOUNDS COATING CATEGORY CURRENT VOC LIMIT FLAT COATINGS 50 NON -FLAT COATINGS 100 NONFLAT-HIGH GLOSS COATINGS 150 SPECIALTY COATINGS ALUMINUM ROOF COATINGS 400 BASEMENT SPECIALTY COATINGS 400 BITUMINOUS ROOF COATINGS 50 BITUMINOUS ROOF PRIMERS 350 BOND BREAKERS 350 CONCRETE CURING COMPOUNDS 350 CONCRETE/MASONRY SEALERS 100 DRIVEWAY SEALERS 50 DRY FOG COATINGS 150 FAUX FINISHING COATINGS 350 FIRE RESISTIVE COATINGS 350 FLOOR COATINGS 100 FORM RELEASE COMPOUNDS 250 GRAPHIC ARTS COATINGS (SIGN PAINTS) 500 HIGH TEMPERATUR- COATINGS 420 INDUSTRIAL MAINTENANCE COATINGS 250 LOW SOLIDS COATINGSi 120 MAGNESITE CEMENT COATINGS 450 MASTIC TEXTURE COATINGS 100 METALLIC PIGMENTED COATINGS 500 MULTICOLOR COATINGS 250 PRETREATMENT WASH PRIMERS 420 PRIMERS, SEALERS, & UNDERCOA-rERS 100 REACTIVE PENETRATING SEALERS 350 RECYCLED COATINGS 250 ROOF COATINGS 50 RUST PREVENTATIVE COATINGS 250 SHELLACS CLEAR 730 OPAQUE 550 SPECIALTY PRIMERS, SEALERS & UNDERCOATERS 100 STAINS 250 STONE CONSOLIDANTS 450 SWIMMING POOL COATINGS 340 TRAFFIC MARKING COATINGS 100 TUB & TILE REFINISH COATINGS 420 WATERPROOFING MEMBRANES 250 WOOD COATINGS 275 WOOD PRESERVATR -S 350 ZINC -RICH PRIMERS 340 1. GRAMS OF VOC PER LITER OF COATING, INCLUDING WATER & EXEMPT COMPOUNDS 2. THE SPECIFIED LIMITS REMAIN IN EFFECT UNLESS REVISED LIMITS ARE LISTED IN SUBSEQUENT COLUMNS IN THE TABLE. 3. VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED BY THE CALIFORNIA AIR RESOURCES BOARD, ARCHITECTURAL COATINGS SUGGESTED CONTROL MEASURE, FEB. 1, 2008. MORE INFORMATION IS AVAILABLE FROM THE AIR RESOURCES BOARD. PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE !SATE BY� F. DATE BY No. MMR CHECKED BY PL DATE 11-28-16 SCALE AS SHOWN JOB NO. 016-009 SHEET 20'i3 CALIFORNIA GREEN BUILDING STANDARDS CODE RESIDENTIAL MANDATORY MEASURES, SHEET 2 DIVISION 4.5 ENVIRONMENTAL QUALITY (continued) 4.504.3 CARPET SYSTEMS. All carpet installed in the building interior shall meet the testing and product requirements of at least one of the following: 1. Carpet and Rug Institute's Green Label Plus Program. 2. California Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers" Version 1.1, February 2010 (also known as Specification 01350). 3. NSF/ANSI 140 at the Gold level. 4. Scientific Certifications Systems Indoor AdvantageTM Gold. 4.504.3.1 Carpet cushion. All carpet cushion installed in the building interior shall meet the requirements of the Carpet and Rug Institute's Green Label program. 4.504.3.2 Carpet adhesive. All carpet adhesive shall meet the requirements of Table 4.504.1. 4.504.4 RESILIENT FLOORING SYSTEMS. Where resilient flooring is installed , at least 80% of floor area receiving resilient flooring shall comply with one or more of the following: 1. VOC emission limits defined in the Collaborative for High Performance Schools (CHPS) High Performance Products Database. 2. Products compliant with CHPS criteria certified under the Greenguard Children & Schools program. 3. Certification under the Resilient Floor Covering Institute (RFCI) FloorScore program. 4. Meet the California Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers", Version 1.1, February 2010 (also known as Specification 01350). 4.504.5 COMPOSITE WOOD PRODUCTS. Hardwood plywood, particleboard and medium density fiberboard composite wood products used on the interior or exterior of the buildings shall meet the requirements for formaldehyde as specified in ARB's Air Toxics Control Measure for Composite Wood (17 CCR 93120 et seq.), by or before the dates specified in those sections, as shown in Table 4.504.5 4.504.5.1 Documentation. Verification of compliance with this section shall be provided as requested by the enforcing agency. Documentation shall include at least one of the following: 1. Product certifications and specifications. 2. Chain of custody certifications. 3. Product labeled and invoiced as meeting the Composite Wood Products regulation (see CCR, Title 17, Section 93120, et seq.). 4. Exterior grade products marked as meeting the PS -1 or PS -2 standards of the Engineered Wood Association, the Australian AS/NZS 2269 or European 636 3S standards. 5. Other methods acceptable to the enforcing agency. 4.505 INTERIOR MOISTURE CONTROL 4.505.1 General. Buildings shall meet or exceed the provisions of the California Building Standards Code. r 4.505.2 CONCRETE SLAB FOUNDATIONS. Concrete slab foundations required to have a vapor retarder by r retarder California Building Code, Chapter 19, or concrete slab -on -ground floors required to have a v apo e arder by the California Residential Code, Chapter 5, shall also comply with this section. 4.505.2.1 Capillary break. A capillary break shall be installed in compliance with at least one of the following: 1. A 4 -inch (101.6 mm) thick base of 1/2 inch (12.7mm) or larger clean aggregate shall be provided with a vapor barrier in direct contact with concrete and a concrete mix design, which will address bleeding, shrinkage, and curling, shall be used. For additional information, see American Concrete Institute, ACI 302.2R-06. 2. Other equivalent methods approved by the enforcing agency. 3. A slab design specified by a licensed design professional. 4.505.3 MOISTURE CONTENT OF BUILDING MATERIALS. Building materials with visible signs of water damage shall not be installed. Wall and floor framing shall not be enclosed when the framing members exceed 19 percent moisture content. Moisture content shall be verified in compliance with the following: 1. Moisture content shall be determined with either a probe -type or contact -type moisture meter. Equivalent moisture verification methods may be approved by the enforcing agency and shall satisfy requirements found in Section 101.8 of this code. 2. Moisture readings shall betaken at a point 2 feet (610 mm) to 4 feet (1219 mm) from the grade stamped end of each piece verified. 3. At least three random moisture readings shall be performed on wall and floor framing with documentation acceptable to the enforcing agency provided at the time of approval to enclose the wall and floor framing. Insulation products which are visibly wet or have a high moisture content shall be replaced or allowed to dry prior to enclosure in wall or floor cavities. Wet -applied insulation products shall follow the manufacturers' drying recommendations prior to enclosure. 4.506 INDOOR AIR QUALITY AND EXHAUST 4.506.1 Bathroom exhaust fans. Each bathroom shall be mechanically ventilated and shall .omply with the following: 1. Fans shall be ENERGY STAR compliant and be ducted to terminate outside the building. 2. Unless functioning as a component of a whole house ventilation system, fans must be controlled by a humidity control. a. Humidity controls shall be capable of adjustment between a relative humidity range less than or equal to 50% to a maximum of 80%. A humidity control may utilize manual or automatic means of adjustment. b. A humidity control may be a separate component to the exhaust fan and is not required to be integral (i.e., built-in) Notes: 1. For the purposes of this section, a bathroom is a room which contains a bathtub, shower or tub/shower combination. 2. Lighting integral to bathroom exhaust fans shall comply with the California Energy Code. 4.507 ENVIRONMENTAL COMFORT 4.507.2 HEATING AND AIR-CONDITIONING SYSTEM DESIGN. Heating and air conditioning systems shall be sized, designed and have their equipment selected using the following methods: 1. The heat loss and heat gain is established according to ANSI/ACCA 2 Manual J - 2004 (Residential Load Calculation), ASH RAE handbooks or other equivalent design software or methods. 2. Duct systems are sized according to ANSI/ACCA 1 Manual D - 2009 (Pesidential Duct Systems), ASHRAE handbooks or other equivalent design software or methods. 3. Select heating and cooling equipment according to ANSI/ACCA 3 Manual S - 2004 (Residential Equipment Selection), or other equivalent design software or methods. Exception: Use of alternate design temperatures necessary to ensure the system functions are acceptable. I CHAPTER 7 INSTALLER & SPECIAL INSPECTOR QUALIFICATIONS 702 QUALIFICATIONS 702.1 INSTALLER TRAINING. HVAC system installers shall be trained and certified in the proper installation of HVAC systems including ducts and equipment by a nationally or regionally recognized training or certification program. Uncertified persons may perform HVAC installations when under the direct supervision and responsibility of a person trained and certified to install HVAC systems or contractor licensed to install HVAC systems. Examples of acceptable HVAC training and certification programs include but are not limited to the following: 1. State certified apprenticeship programs. 2. Public utility training programs. 3. Training programs sponsored by trade, labor or statewide energy consulting or verification organizations. 4. Programs sponsored by manufacturing organizations. 5. Other programs acceptable to the enforcing agency. 702.2 SPECIAL INSPECTION [HCD]. When required by the enforcing agency, the owner or the responsible entity acting as the owner's agent shall employ one or more special inspectors to provide inspection or other duties necessary to substantiate compliance with this code. Special inspectors shall demonstrate competence to the satisfaction of the enforcing agency for the particular type of inspection or task to be performed. In addition to other certifications or qualifications acceptable to the enforcing agency, the following certifications or education may he considered by the enforcing agency when evaluating the qualifications of a special inspector: 1. Certification by a national or regional green building program or standard publisher. 2.' Certification by a statewide energy consulting or verification organization, such as HERS raters, building performance contractors, and home energy auditors. 3. Successful completion of a third party apprentice training program in the appropriate trade. 4. Other programs acceptable to the enforcing agency. Notes: 1. Special inspectors shall be independent entities with no financial interest in 'the materials or the project they are inspecting for compliance with this code. 2. HERS raters are special inspectors certified by the California Energy Commission (CEC) to rate homes in California according to the Home Energy Rating System (HERS). [BSC] When required by the enforcing agency, the owner or tha responsible entity acting as the owner's agent shall employ one or more spec;al inspectors to provide inspection or other duties necessary to substantiate compliance with this code. Special inspectors shall demonstrate competence to the satisfaction of the enforcing agency for the particular type of inspection or task to be performed. In addition, the special inspector shall have a certification from a recognized state, national or international association, as determined by the local agency. The area of certification shall be closely related to the primary job function, as determined by the local agency. Note: Special inspectors shall be independent entities with no financial interest in the materials or the project they are inspecting for compliance with this code. 703 VERIFICATIONS 703.1 DOCUMENTATION. Documentation used to show compliance with this code shall include but is not limited to, construction documents, plans, specifications, builder or installer certification, inspection reports, or other methods acceptable to the enforcing agency which demonstrate substantial conformance. When specific documentation or special inspection is necessary to verify compliance, that method of compliance will be specified in the appropriate section or identified applicable checklist. GREEN BUILDING STANDARDS CODE CHECKLIST AS PER BUTTE COUNTY BUILDING DEPARTMENT Residential Mandatory California Green Building Code Measures Based on the 2013 California Green Building Standards Code Checklist hltings t r,auCets and showedleadsl installed in residential Effective July 1, 2015 _ _... ......I...... .._ . .._..-11 ...-...--. _..._...._.. ....._.-- -------------- - - - - - -- - - - --- ---_---_---------------- ----_----------------- ------ -- - -- VERIFICATIONS - -- --- LEVELS ENFORCING AGENCY TO SPECIFY APPLICANT TO SELECT ELECTIVE MEASURES VERIFICATION METHOD -• Prerequisites and electives'! Enforcin Installer or Third FEATURE OR MEASURE - - -- ---- g Agency Designer party be protected a iinst. the: passa ;: of rodents by closing Mandatory Tier 9 i Tier 2 All All I All PLANNING AND DESIGN - - - - - - - ---- ._ti •re a masonry �=r skich openings ih ceinerit mortar. c' y -- 4.303.1 :hall be installed in a; cord<nrce with the �c t_ acv. � similar method acceptable to the enfor.inr(l. g.c California Plumbing C'<Jde. and shall meet tine 4.:1.06.2 A plan is developed and iulplenlented to xard I2ccyctrug ---- ----------- - --- - -- - - - -- r 4.408.1 1 P acyl. ie' aril= or salvage fJr rt u3C 1 MiT= nillfn of "Plificable I Acre ncc 1 standards. - --- ;nuiFiaee storm water <irainagt duri!ig uxisintctivri. 0 percent of the rionh-uardous construction and denloli:ionlti ;tc. in a,co: d.n.ce ,with ono of the following: : 4.106.3 Construction plans shall ir;dicatc how site I I i 3.Di1 dCln;lhtiCi `. t1 <13to. inan'agem,,nit or linallce; Or grading ora drainage system will manage all surface I, i .2., tnl. constructicin waste muriageriient plan, per waierflow, to keep water fcolla enterine_buildings. j i Section 4,408.2; or 4.106.4 Provide capability for electric vehicle charging 3. A vvaste nminagemCiit Ll>nipmtiy, per .Notion 4.408.3; or in one- and two-family dwellings and in townhouses 4: rhe waste stream reduction alternative, per Section with attached private garages; and 3 percent of total --- --- - Ui1d6$10 ll�iia£nteatanit nand G lratfr4$1 _ .........._h _ .... --- ._ .......� +- _.... ...........:..............�-,...,., narkirnesnaces.asstecifee?,for multifamily dwellings._ 4.4 10A An operation and ml r tenance manual sh dl - i 4.201,1 Bifilding met or ekc eed the requirements of the : x f `rz?ifnfar.rr Brriidie i Ft r 'i ; Fiia 'irr;�t,Snr+zdr:ztrlS , 4,303.1 Plumbing fixtures (water closes and ur nal ) and 4.3(14.1 Autom?tic irl it;ation systems controller, I hltings t r,auCets and showedleadsl installed in residential orsoil - .-- ct ic,1tuDrea_$-:bt _ _... ......I...... .._ . .._..-11 ...-...--. _..._...._.. ....._.-- -------------- 7 r£.i..latm£c £aasta£$lI.it�-tt$tI ttn - -- --- buildings shall c t nply wvith the prescriptive requirerneuts �', i -• conduits or other open. unggs ..a plates at exterior walls sh ill : of Sections 4.303.1.1 thwuvb 4.303.1.4.4. be protected a iinst. the: passa ;: of rodents by closing i . •; 4.303.2 Plutltttine' fixtures and fittings required in Section�I [ ._ti •re a masonry �=r skich openings ih ceinerit mortar. c' y -- 4.303.1 :hall be installed in a; cord<nrce with the �c t_ acv. � similar method acceptable to the enfor.inr(l. g.c California Plumbing C'<Jde. and shall meet tine I xard I2ccyctrug ---- ----------- - --- - -- - - - -- r 4.408.1 1 P acyl. ie' aril= or salvage fJr rt u3C 1 MiT= nillfn of "Plificable I Acre ncc 1 standards. - --- 0 percent of the rionh-uardous construction and (.hut: oor N '£atea t,<se 4.3(14.1 Autom?tic irl it;ation systems controller, installed at the ring` of itnal inspection shall be weather orsoil - .-- ct ic,1tuDrea_$-:bt _ _... ......I...... .._ . .._..-11 ...-...--. _..._...._.. ....._.-- -------------- 7 r£.i..latm£c £aasta£$lI.it�-tt$tI ttn - -- --- 4406.1 Aiuu.<r Nplaces l:o ri potes,.lcciric cables,----- �', i -• conduits or other open. unggs ..a plates at exterior walls sh ill : I be protected a iinst. the: passa ;: of rodents by closing i . ._ti •re a masonry �=r skich openings ih ceinerit mortar. c' y i �c t_ acv. � similar method acceptable to the enfor.inr(l. g.c �Eltartt'itittU£9 �� aSfL' 1�RaEIULtHi3f$� int+lit3RSt xard I2ccyctrug ---- ----------- - --- - -- - - - -- r 4.408.1 1 P acyl. ie' aril= or salvage fJr rt u3C 1 MiT= nillfn of 0 percent of the rionh-uardous construction and denloli:ionlti ;tc. in a,co: d.n.ce ,with ono of the following: : 1. Coriip=ay with a more string*ent local construction I I i 3.Di1 dCln;lhtiCi `. t1 <13to. inan'agem,,nit or linallce; Or I, i .2., tnl. constructicin waste muriageriient plan, per i Section 4,408.2; or 3. A vvaste nminagemCiit Ll>nipmtiy, per .Notion 4.408.3; or 4: rhe waste stream reduction alternative, per Section 4.40S.4.A --- --- - Ui1d6$10 ll�iia£nteatanit nand G lratfr4$1 _ .........._h _ .... --- ._ .......� +- _.... ...........:..............�-,...,., -. .- .... ._._ -.. _............. _..... -...._.-.-..... 4.4 10A An operation and ml r tenance manual sh dl ©' i i be prnvrd.;ci to the hi.ildin� aceupaFit or owner. -- --------------------------------- - --- A - FNN11R(XNA1ENi ' "r tt Tfl' f ir111a€$c _ 4.503.1 Any installer ga fireplace shall be adirect-vent s4akd--c)mbustion Any ny installed woodstove or pellet stove sh..11 comply with US EPAPhase 11 emission � l limits where al:pli<a1 I,. 41'oodstoves, pet' or sones and f Cplae CS shall e1,0 onaply w7lh t=Jj'1 e7bfC lOC 3! Psillu9 ££at ('tlretrr£1 4.504.1 Duct openings and other %latcd air distribution1771 unriaponent operon s ,h _all t!c covered during. 4.504.2.1 Adhesives, scala its aind ca lks shall be CntYlphant with `'OC and other toxic compound ---- --- - - - ------------------- --__ -- --r ,2_1 1, coatisnf*s shall a be cc4tri iia itivvitlnt�, OC liinrit;.lcr t - --- --. - - ----- i-------- ------ i - - ---- ------------- 4.504.2.3 Aerosol paints and coatings shall be compliant With pr(Atict weig`ited MIR limits few ROC and other toxic C rrlpourtdF. - - - ----- - --- ----------- -------------- 4 504.2 4 Docutn nt•t Ion shall be provided to verify 4.5041A Q that compliant VO Iimit finish materials have been 4.504.3 Carpet and carpet systeins shall be comphant L:^i wish VOC limits. 4.504.4 ri4 percent of floor area receiving resilient 1771' flooring shall comply with specified VOCcriteria. - --------------------- ..... ...... ---------l ------ -- 4,5414.5" Particleboard, modium density' fiberboard (MDF) and hardy ood plywood used in interior finish cyst ins ; shall, comply with Icvv formaldehyde cmiisictit standards, -- - -- - ----- L -- Irtf£Cloe Mo - StxteC dt$ta� -- I ---- 4.5052 pr itirrer and capillary break Is i;sia€ledst I�' BUTT' COUNTY DEV LOPMFNT SEi- V- ICE eV�E D IMT slab -o r,ra e loandat ons. --- - - - ---_-- -- - --- h• -- aa*�) $„',+445..1 ��e�t sturc conte-lt Of bUildilli' tnratCrialti used in G pyo XTEE C PLIA "- wall and floor frirg.ng is checked betbre enclosure. Inttaor Aar Quant} and'Exhaust crust DATE I xBvtroiamcntlal i7Tiiffa$# -- ----- .... ----------------- - --- ---------------_--- ---------- - --- f,5ti7.1 Rescreed. -------. ._------------ ( i - ------------- - - 4.507.2. is selected using the titllowiing method,:351 - - r 1. L,tabh,h heat loss and hent gain values aecordirlr. ten ANSUACCA 2 Ntanual 1•2004 orequivalent. 2. Size duct syste;!TS aeCordiria to ANS1,1ACCA I Manual D-2009 areouivalent. 3. Select. heating and cooling equipnterit according to ANvSt:'ACCA 3 kfanuail S-2004 orequivaleiu. Ia£Stt11tEt''s3nE1'r5I4Eii`,iI ttorQua tzl'zt.�f£c3tt't: ( n.31ifit£1ticlrt 702.1 HVAC system installer: are trained and ccnificd in CI the proper installation of Iii".�,C *yste ns. -- ----- -- --- '02.2 Special inspetors employed by the enforeing agency rl w t be g3.ailficd aind able wdemonstrate ©7r. t orm),-tonee in til C. discrp€Irl a) tlaey' ?i'e ;n Spi`Ctnly, _ 1��1'fi€c�t£aus 703.1 Verification of compliance with this coelemay ' include Construction docuri'lents, plar!s, specifications builder or installer cer•.iricadon, inspection reports, or other methods acceptable to the en. fore hw a`;evey which s'now substantial conformance. F. DATE BY No. U w 00 I� U N LO O � W O cco in N E 2IMM � a� 0 O 00 ani Oo U_ M U M W00 oLO U W � 1--� U I--1 ^W^ M O O UW 00 O � N Z o w O Z Q CIA r1 � O U U Zj-/Q� W O 0 w � i a C Z U I 00 O J a Q M �W O N r� V w DRAWN BY MMR CHECKED BY PL DATE 11-28-16 SCALE AS SHOWN JOB NO. 016-009 SHEET GN3 S$D ARC�f�N 1�1 PAUL A. �T * EXP. 05-31-17 * Q,0F CA1,1V_59 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Residential Building Calculation Daterrime: 10:40, Tue, Dec 20, 2016 Calculation Description: Title 24 Analysis Input File Name: 112016 -Walters (PL)-Two-hvac.ribdx CF1R-PRF-01 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE. COMPLIANCE METHOD CFIR-PRF-01 Page 1 of 10 Project Name: Residential Building Calculation DaterTime: 10:40, Tue, Dec 20, 2016 Page 2 of 10 Calculation Description: Title 24 Analysis Input File Name: 112016 -Walters (PL)-Two-hvac.ribdx GENERAL INFORMATION e annual r Budget) and the a i n Building (Energy B e Standard Des ) f he annual TOV Ener consumption for energy use components includeri in the performance compliance approach forth , $t 9 9 ( 9Y 9 This e the sum o t energy p for he annual TDV energy offset b an n coin components not: regulated b Title 244.P rt 6 -(such as domestic "sppDance9and consumer electronics) and accounting o t Y 7DV energy consumption for lighting and p g Y on-site renewable energy system. 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 2803 Grape Way Compliance Margin Percent Improvement 04 City Chico 05 Standards Version Compliance 2015 06 Zip Code 95926 07 Compliance Manager Version BEMCmpMgr 2013-4b (433) 08 Climate Zone CZ11 09 Software Version EnergyPro 6.8 10 Building Type Single Family 11 Front Orientation (deg/Cardinal) 270 12 Project Scope Addition and/or Alteration 13 Number of Dwelling Units 1 14 Total Cond. Floor Area (ft2) 3284 15 Number of Zones 3 16 Slab Area (ft2) 0 17 Number of Stories 1 18 Addition Cond. Floor Area 781 19 Natural Gas Available No 20 Addition Slab Area (ft2) 0 21 Glazing Percentage (%) 24.6% COMPLIANCE RESULTS 01 Building Complies s w' th Computer Performance" RS provider. f EC -a roved HE o s • ` and/or acertified HERS -alae under the supervision o a C pp p 02 This building incorporates teaturelSahat require field to bng.a Y 03 This building incorporates one or rt ore Special Features, shown below Registration Number: 216-A0470291A-000000000.0000 Registration Date/Time: 2016-12-20 10:56:28 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CFSR-08162016-433 Report Generated at: 2016-12-2010:42:21 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1 R -PRF -01 Project Name: Residential Building Calculation DatelTime: 10:40, Tue, Dec 20, 2016 Page 5 of 10 Calculation Description: Title 24 Analysis Input File Name: 112016 -Walters (PL)--Two-hvac.ribdx WINDOWS e annual r Budget) and the a i n Building (Energy B e Standard Des ) f he annual TOV Ener consumption for energy use components includeri in the performance compliance approach forth , $t 9 9 ( 9Y 9 This e the sum o t energy p for he annual TDV energy offset b an n coin components not: regulated b Title 244.P rt 6 -(such as domestic "sppDance9and consumer electronics) and accounting o t Y 7DV energy consumption for lighting and p g Y on-site renewable energy system. ENERGY USE SUMMARY Reference Energy Use 04 05 06 07 08 Energy Use (kTDV/ft2-yr) Standard Design Proposed Design Compliance Margin Percent Improvement Space Heating 106.66 107.44 -0.78 -0.7% Space Cooling 101.63 105.66 -4.03 -4.0% IAQ Ventilation 0.00 0.00 0.00 0.0% Water Heating 17.79 10.69 7.10 39.9% Photovoltaic Offset ---- 0.00 - 0.00 --•- Compliance Energy Total 226.08 223.78 2.29 1.0% Registration Number: 216-A0470291A-000000000.0000 Registration Date/Time: 2016-12-20 10:56:28 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CFSR-08162016-433 Report Generated at: 2016-12-2010:42:21 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1 R -PRF -01 Project Name: Residential Building Calculation DatelTime: 10:40, Tue, Dec 20, 2016 Page 5 of 10 Calculation Description: Title 24 Analysis Input File Name: 112016 -Walters (PL)--Two-hvac.ribdx WINDOWS e annual r Budget) and the a i n Building (Energy B e Standard Des ) f he annual TOV Ener consumption for energy use components includeri in the performance compliance approach forth , $t 9 9 ( 9Y 9 This e the sum o t energy p for he annual TDV energy offset b an n coin components not: regulated b Title 244.P rt 6 -(such as domestic "sppDance9and consumer electronics) and accounting o t Y 7DV energy consumption for lighting and p g Y on-site renewable energy system. 02 Reference Energy Use Energy Design Rating 01 02 03 04 01 02 03 04 05 06 07 08 09 1 10 11 Name Surface (Orientation -Azimuth) Width(ft) Height (ft) Multiplier Area (ft2) U•factor SHGC Exterior Shading Status Verified Existing Condition Window -E Front Wali (Front -270) - - 1 20.0 0.55 0.67 Insect Screen (default) Existing No Window -N Front Wall (Front -270) -- - 1 4.5 0.30 0.23 Insect Screen (default) New NIA Window Left Wall (Left -0) - •--- 1 101.1 0.55 0.67 Insect Screen (default) Existing No Window -E 2 Rear Wall (Back -90) •- •--- 1 214.6 0.55 0.67 Insect Screen (default) Existing No Window -N 2 Rear Wall (Back -90) -- - 1 40.0 0.30 0.23 Insect Screen (default) New N/A Window 2 Right Walt (Right -160', --- --- 1 139.5 0.55 0.67 Insect Screen (default) Existing No Window -N 3 Rear Wall -N (Back -90) -- --- 1 52.6 0.30 0.23 Insect Screen (default) New N/A Skylight -E Roof -E (Front -270) - -- 1 7.6 1.98 0.83 None Existing No Skylight -N -Solar Tubes Roof -E (Front -270) - ---- 1 5.3 1.98 0.83 None New N!A Skylight Roof -Alt (Left -0) - - 1 25.0 0.48 0.27 None New N/A Window 3 Front Wall 2 (Front -270) --- - 1 75.8 0.30 0.23 Insect Screen (default) New NIA Window 4 (Left -0) Left Wall -2x4( ) � -- ,'. -i ,1 0.0 0.30( 0.23. (default) Insect Screene ) New N/A Window 5 Right Wail 2 (Right -160) R-21 Floor Crawlspace 2x6 � ] .$ 0 30 0.23 etault Insert Screeno ) New N/A Window 6 Wall - SW(Left-)) R-21 Wall 270 Front 0.30 0.23 It Insect Screen (default) New NIA Window 7 Front Wall 3 (Fro! • - -- '� 1 8.0 :>A:30 0:23 Insect Screen (default) New N/A Window 8 Left Wall 2 (Left -0) - -•- 1 37.0 0.30 0.23 Insect Screen (default) New N/A Window 9 Rear Wall 2 (Back -90) •- ---- 1 22.3 0.30 0.23 Insect Screen (default) New N/A Window 10 Right Wall 3 (Right -180) - - 1 25.5 0.30 0.23 Insect Screen (default) New NIA Skylight -N Root@Rear (Front -270) -•- - i 8.0 0.48 TO,27 I None New N/A Skylight -Solar Tubes Roof@Rear (Front -270) -- -•- 1 40 1.98 1 0.83 1 None New N/A DOORS e annual r Budget) and the a i n Building (Energy B e Standard Des ) f he annual TOV Ener consumption for energy use components includeri in the performance compliance approach forth , $t 9 9 ( 9Y 9 This e the sum o t energy p for he annual TDV energy offset b an n coin components not: regulated b Title 244.P rt 6 -(such as domestic "sppDance9and consumer electronics) and accounting o t Y 7DV energy consumption for lighting and p g Y on-site renewable energy system. 02 Reference Energy Use Energy Design Rating 01 02 03 04 05 06 Name Side of Building Area (ft2) U -factor Status Verified Existing Condition Door F.ontWall 20.0 0.50 Existing No Door 2 Left Wail -2x4 10.0 0.50 New No Door 4 Left Wall 2 14.4 0.50 New No Registration Number: 21&A0470291A.000000000-0000 Registration Date/Time: 201E 12-2010:5628 CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-08162016-433 REQUIRED SPECIAL FEATURES The following are features that must be installed as condition for meeting the modeled energy performance for this computer analysis. • Floor has high level of insulation 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: • -None-- Cooling System Verifications: • Minimum Airflow Fan Efficacy Watts/CFM Verified EER HVAC Distribution System Verifications: • Duct Sealing Dom rstic Hot Water System Verifications: -None- ENERGY None - ENERGY DESIGN RATING e annual r Budget) and the a i n Building (Energy B e Standard Des ) f he annual TOV Ener consumption for energy use components includeri in the performance compliance approach forth , $t 9 9 ( 9Y 9 This e the sum o t energy p for he annual TDV energy offset b an n coin components not: regulated b Title 244.P rt 6 -(such as domestic "sppDance9and consumer electronics) and accounting o t Y 7DV energy consumption for lighting and p g Y on-site renewable energy system. 02 Reference Energy Use Energy Design Rating Margin Percent improvement Total Energy(kT 34 1265.OS Number of Water Heating Systems 2.29 0.9% BUILDING - FEATURES INFORMATION 01 02 03 04 105 06 07 Project Name Conditioned Floor Area (ft2) Number of Dwelling Units Number of Bedrooms Nu bar of Ventilation Number of Zones Cooling Systems Number of Water Heating Systems Residential Building 3284 11 3 13 0 1 i f Registration Number: 216-A0470291A-000000000-0000 .Registration Date/Time: 2016-12-2010:56:28 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CFIR-08162016-433 Report Generated at: 2016-12-2010:42:21 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Residential Building Calculation nate/Time: 10:40, Tue, Dec 20, 2016 Calculation Description: Title 24 Analysis Input File Name: 112016 -Walters (PL)--Two-hvac.ribdx CFI R -PRF -01 Page 6 of 10 OPAQUE SURFACE CONSTRUCTIONS 01 02 13 04 05 06 07 04 05 06 07 Zone Name Zone Type Total Cavity Winter Design Avg. Ceiling Height Water Heating System 1 Water Heating System 2 Construction Name Surface Type Construction Type Framing R -value U -value Assembly Layers HVAC System -E1 118 8.2 Zone 2 -N -Bedroom Conditioned HVAC System -N2 • Cavity/ Frame: no insul. 12x4 Top Chrd 8.2 Front Wall Zone i -E 2x4 Top Chord of Roof Truss @ 24 270 Front Roof Deck: Wood Siding/sheathingldecking Attic. RoofZone 1-E Attic Roofs Wood Framed Ceiling in. O.C. none 0.644 Rooring: Light Roof (Asphalt Shingle) 0 Left 356 101.1 90 Existing • inside Finish: Gypsum Board Rear'Nall Zone t -E Wall R-0 Prior to 1978 90 Back 376 • Cavity! Frame. no insul. 12x4 Wall R-0 Prior to 1978 Exterior Walls Wood Framed Wali 2x4 @ 16 in. O.C. none 0.361 Exterior Finish: 3 Coat Stucco :Right 386 139.5 90 Existing No • Inside Finish: Gypsum Board Zane 1-E ::::; Ceilings (below B ack 2s 4:6 .52.6 Cavity i Frame: R-9.11 2x4 Roof R-11 prior to 1978 attic) Wood Framed Ceiling 2x4 @ 24 in. O.C. R111 0.081 Over Ceiling Joists: R-1.9 insul. 2 075.1 R-30 Roof Left Existing 9 No Raised Floor • Inside Finish: Gypsum Board R-0 Raised F - or Prior to 0.1 0.85 2503 Altered NIA • Cavity/ Frame: R-'1 f / 20 No Front Wall 2 Zone 3 -N -Kitchen, Laundry R-21 Wall 270 Front • Roof Deck: Wood Sidinglsheathingldecking Roof R-11 prior to 19781 Cathedral Ceilings Wood Framed Ceiling 2x4 @ 24 in. O.C. R1 1 0.085 Roofing: Light Roof (Asphalt Shingle) 0 Left 52.5 20 90 New • Inside Finish: Gypsum Board Right Wall 2 Zone 3 -N -Kitchen, Laundry R-21 Wall 180 Right 94.1 • Cavity I Frame.: R-30 / 2x12 90 New NIA Wali - SW Zone 3 -N -Kitchen, Laundry R-21 Wall + R-3 Rigid • Roof Deck. Wood Siding!sheathingldecking R-30 Roof Cathedral Ceilings Cathedralg Wood Framed Cel ng ;. 2x12 ar 16 in OC. R 30 ::;0:036 ' ht Roof (Asphalt It Shin le • Rooting: LI ) 9 9 ( p 9 Zone 3 -N -Kitchen, laundry R-19 Roof Attic Front 12.1 62 6 • Floor Surface: Carpeted New N/A Raised Floor 2 - R-21 Floor Crawlspace 2x6 N/A Floor Deck: Wood Siding/sheathingldecking R-0 Raised Floor Prior to Over Floors O Cmwlspace WOOd Framed Floof ;.:. 2x12 @ 16 in. O C. none : 0:216 •Cavity /Frame: no insul. 12x12 R-21 Wall 270 Front 123.3 - 90 Inside Finish: Gypsum Board N/A Left Wali 2 Zone 2 -N -Bedroom R-21 Wall 0 Left • Cavityl Frame: R -21/2x6 R-21 Wall Exterior Walls Wood Framed Wall 2x6 @ 16 in. O.C. R 21 0.069 Exterior Finish: 3 Coat Stucco 90 Back 219 22.25 90 New • Cavity! Frame: no insul. 12x4 Top Chrd Attic RoofZone 3 -N -Kitchen, Zone 2 -N -Bedroom R-21 Wall 2x4 Top Chord of Roof Truss @ 24 Right 0.644 Roof Deck: Wood Sidinglsheathingidecking Roofing: Light Roof (Asphalt Shingle) Laundry Attic Roofs Wood Framed Ceiling in. O.C. none R-38 Roof Attic t 651 � New NIA • Inside Finish: Gypsum Board Zone 2 -N -Bedroom R-21 Floor Crawispace 2x6 H z 663 • Cavity I Frame: R-151 2x4 R-15 Wall w/1 EPS Exterior Walls Wood Framed Wall 2x4 @ 16 in. O.C. R 15 0.065 Exterior Finish: R4 Synthetic Stucco • Floor Surface: Carpeted W 7 --1 Floor Deck: Wood Sidingisheathingldecking R-21 Floor Crawispace 2x6 Floors Over Crawispace Wood Framed Floor 2x8 @ 16 in. O.C. R 21 0.044 Cavity i Frame: R-21 / 2x8 • Inside Finish: Gypsum Board • Cavity/ Frame: R -2112x6 Q Q • Sheathing! Insulation: R3 Sheathing R-21 Wall + R-3 Rigid Exterior Walls Wood Framed Wall 2x6 @ 16 in. O.C. R21 0.054 Exterior Finish: 3 Coat Stucco • Inside Finish: Gypsum Boare Ceilings (below Cavity! Frame: R-9.112)(4 R-19 Roof Attic attic) Wood Framed Ceiling 2x4 @ 24 in. O.C. R 19 0.049 Over Ceiling Joists: R-9.9 insul. HERS Provider: CaICERTS inc Registration Number: 216-A0470291A-000000000-0000 Registration Date,/Time: 2016-12-2010:5628 Report Generated at: 2016-12-20 10:42:21 I CA Building Energy Efficiency Standards - 2013 Residential Compiiance Report Version - CF1R-08162016-433 IIT- --- --- - I Hutto Frovlaer: l.aR,CK I. ern. Report Generated at: 2016-12-2010:42:21 CERTIFICATE OF COMPLIANCE -RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Residential Building Calculation DatelTime: 10:40, Tue, Dec 20, 2016 Calculation Description: Title 24 Analysis Input File Name: 112016 -Walters (PL)--Two-hvac.ribdx CF1R-PRF-01 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Page 3 of 10 Project Name: Residential Building Calculation Date/Time: 10:40, -iue, Dec 20, 2016 Calculation Description: Title 24 Analysissis Inputut File Name: 112016 -Watters (PL)--Two-hvac.ribdx ZONE INFORMATION Attic Roofs Wood Framed Ceiling 2x4 Top Chord of Roof Truss @ 24 in. O.C. none 01 02 03 04 05 06 07 Zone Name Zone Type HVAC System Name Zone Floor Area (ft2) Avg. Ceiling Height Water Heating System 1 Water Heating System 2 Zone 1-E Conditioned HVAC System -E1 2503 8.2 DHW Sys 1 Zone 3 -N -Kitchen, I aundry Conditioned HVAC System -E1 118 8.2 Zone 2 -N -Bedroom Conditioned HVAC System -N2 1663 1 8.2 OPAQUE SURFACES Attic Roofs Wood Framed Ceiling 2x4 Top Chord of Roof Truss @ 24 in. O.C. none 0.644 • Cavity/ Frame: no insul. ! 2x4 Top Chrd • Roof Deck: Wood Sidinglsheathingidecking Roofing: Light Roof (Asphalt Shingle) 07 08 Name 01 02 03 04 05 06 07 08 09 10 Name Zone Construction Azimuth Orientation Gross Area (ft2) lNindow & Door Area (ft2) Tilt (deg) Status Verified Existing Condition Front Wall Zone i -E Wall R-0 Prior to 1978 270 Front 382.6 44.5 90 Existing No Left Wali Zone 1-E Wall R-0 Prior to 1978 0 Left 356 101.1 90 Existing No Rear'Nall Zone t -E Wall R-0 Prior to 1978 90 Back 376 254.6 90 Existing No Right Wall Zone 1-E :;:Wall R-0 Pr or to 1.978 180 :Right 386 139.5 90 Existing No 1- Rear Wa I N Zane 1-E ::::; R 21 atf B ack 2s 4:6 .52.6 90 New NIA Roof -E 2 Zone 1•E �-. :orto197g Roof R1 i pr. Roof -Alt 2 075.1 R-30 Roof Left Existing 9 No Raised Floor Zone 1-E R-0 Raised F - or Prior to 0.1 0.85 2503 Altered NIA Existing No Front Wall 2 Zone 3 -N -Kitchen, Laundry R-21 Wall 270 Front 176.9 75.3 90 New N/A Left Wall -2x4 Zone 3 -N -Kitchen, Laundry R-15 Wall w/1 EPS 0 Left 52.5 20 90 New N/A Right Wall 2 Zone 3 -N -Kitchen, Laundry R-21 Wall 180 Right 94.1 0.8 90 New NIA Wali - SW Zone 3 -N -Kitchen, Laundry R-21 Wall + R-3 Rigid 0 Left 34 7 90 New N/A Roof Shed Zone 3 -N -Kitchen, laundry R-19 Roof Attic Front 12.1 62 6 0.5 New N/A Raised Floor 2 Zone 3 -N -Kitchen, Laundry R-21 Floor Crawlspace 2x6 N/A 118 New NIA Front Wail 3 Zone 2 -N -Bedroom R-21 Wall 270 Front 123.3 8 90 New N/A Left Wali 2 Zone 2 -N -Bedroom R-21 Wall 0 Left 269.3 51.4 90 New N/A Rear Wall 2 Zone 2 -N -Bedroom R-21 Wall 90 Back 219 22.25 90 New N/A Right Wall 3 Zone 2 -N -Bedroom R-21 Wall 180 Right 175.3 25.5 90 New NIA 2 Zone 2 -N -Bedroom R-38 Roof Attic t 651 � New NIA FRoofSRear Raised Floor 3 Zone 2 -N -Bedroom R-21 Floor Crawispace 2x6 H z 663 New N/A Registration Number: 216-AD470291A-000000000-0000. Registration Date/Time: 2016-12.2010:56:28. HERS Provider: CaICERTS in. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CFIR-08162016-433 Report Generated at: 2016-12-2010:42:21 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Residential Building Calculation Date/Time: 10:40. Tue, Dec 20, 2016 Calculation Description: Title 24 Analysis Input File Name: 112016 -Walters (PL)--Two-hvac.ribdx CF1 R -PRF -fit Page 7 of 10 Attic RoofZone 2 -N -Bedroom Attic Roofs Wood Framed Ceiling 2x4 Top Chord of Roof Truss @ 24 in. O.C. none 0.644 • Cavity/ Frame: no insul. ! 2x4 Top Chrd • Roof Deck: Wood Sidinglsheathingidecking Roofing: Light Roof (Asphalt Shingle) 07 08 Name System Type Distribution Type Water Heater • Inside Finish: Gypsum Board Solar Fraction (%) Ceilings (below Verified Existing Condition DHW Sys 1 DHW Standard Cavity / Frame: R-9.1 / 2x4 R-38 Roof Attic attic) Wood Framed Ceiling 2x4 @ 24 in. O.C. R 38 0.025 Over Ceiling Joists: R-28.9 insul. Name System Type Name Ducted Name Ducted System System • inside Finish: Gypsum Board Status Condition Reflectan Other Heating and Heating Yes • Cavityl Frame, R-38/ 2x4 Yes Air Distribution HVAC Fan 2621 Existing No • Roof Deck: Wood Siding/sheathingldecking R-38 Roof Atticl Cathedral Ceilings I Wood Framed Ceiling 2x4 @ 24 in. O.C. R 38 0.036 Roofing: Light Roof (Asphalt Shingle) WATER HEATING SYSTEMS 01 02 03 04 05 06 07 08 Name System Type Distribution Type Water Heater Number of Heaters Solar Fraction (%) Status Verified Existing Condition DHW Sys 1 DHW Standard DHW Heater 1 1 Annual Altered No WATER HEATERS - Ot 02 03 04 05 06 or OS Name Heater ElementTypB � ,TankTypa I ` Tank Volume, Energy Factor or EfcencY (gal) :':Input Rating Tank ExteriorInsulation R e - alu Standby Loss (Fraction) OHW Heater 1 Propane Small Instantaneous 0 0.84 EF-185000-Btu/hr Name 0 0 WATER HEATING - HERS VERIFICATION 01 02 03 04 05 06 07 Name Pipe Insulation Parallel Piping Compact Distribution Recirculation with Point -of Use Manual Control Recirculation with Sensor Control DHW Sys 1 n/a n/a n/a n, Na n/a SPACE CONDITIONING SYSTEMS 01 02 03 04 05 06 07 08 09 Verified Duct Design Return Supply Air Oistnbution System 2 -hers -dist Heating System Cooling System 05 -- 07 Compressor 09 10 Name Construction .Type Distribution Fan Floor Area Radiant Barrier Verified Existing Name System Type Name Ducted Name Ducted System System Served Status Condition Reflectan Other Heating and Heating Yes Cooling Yes Air Distribution HVAC Fan 2621 Existing No HVAC System -E1 Cooling System Component 1 ce Component 1System Factor 1 1 Roof -E Zone 1-E Roof R-11 prior to Front Other Heating and Heating Yes Cooling Yes Air Distribution HVAC Fan 663 New No HVAC SystenrN2 Cooling System Component 2 Component 2 w Sysler.l2 2 Registration Number: 216-A0470291A-000000000-0000 Registration Date/Time: 2016-12-2010:56:28 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards- 2013 Residential Compliance Report Version - CFIR-08162016-433 Report Generated at: 2016-12-2010:42:21 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CFIR-PRF-01 Project Name: Residential Building Calculation Datefrime: 10:40, Tue, Dec 20, 2016 Page 9 of 10 Calculation Description: Title 24 Analysis Input File Name: 112016 -Walters (PL)--Two-hvac.ribdx HVAC DISTRIBUTION - HERS VERIFICATION 01 02 03 - 04 05 00 Name Duct leakage Verification Duct Leakage Target (%) Verified Duct Location Verified Duct Design Return Supply Air Oistnbution System 2 -hers -dist Required 6.0 05 -- HVAC - FAN SYSTEMS 8 HERS VERIFICATION 01 02 03 04 Name Type Fan Power (Watts/CFM) HERS Verification HVAC Fan 2 Single Speed PSC Furnace Fan 0.58 N/A IAQ (Indoor Air Quality) FANS 01 02 03 04 05 Name IAQ CFM IAQ Fan Type IAQ Recovery Effectiveness(%) HERS Verification SFam IAQVentRpt 0 Default 0 Not Required Registration Number: 216-AO470291A-000000000.0000 Registration Date/Time: 201612.20 10:56:28 CA Building Energy Efficiency Stanc.ards - 2013 Residential Compliance Report Version CFIR-08162016-433 HERS Provider: CJCERTS enc. Report Generated at: 2016 12-20 10:42:21 CFIR-PRF-01 Page 4 of 10 OPAQUE SURFACES - Cathedral Ceilings 0102 02 03 04 05 Name 06 07 08 09 10 11 12 13 05 06 07 Compressor 09 10 Name Construction .Type Roof Roof Reflectance Framin Radiant Barrier Verified Status Verified Existing Condition Attic Zone 1-E Orientatio Area Skylight Roof Rise Roof Roof Reflectan Roof g No Existing Name Zone Type n (ft2) Area (112) (x in 12) Pitch Tilt(deg) ce Emittance Factor Statu� Condiflon Roof -E Zone 1-E Roof R-11 prior to Front 13 12.9 6 0.5 26.57 0.1 0.85 0.07 Existing No I 19781 w ..0 Roof -Alt Zone 1-E R-30 Roof Left 339 25 0 0 0 0.1 0.85 0.1 Altered NIA Cathedral a Zone 3 -N -Kitchen, R-30 Roof Left 56 0 0 0 0.85 0.1 New NIA Roof -Cath Laundry Cathedral rTl 00 Roof@Rear Zone 2 -N -Bedroom R-38 Roof Atticl Front 12.1 12 6 0.5 26.57 0.1 0.85 0.07 New N/A ATTIC 01 02 01 02 03 Name Type Efficiency Heating Component 1 01 02 03 0A 05 06 07 Compressor 09 10 Name Construction .Type Roof Rise Roof Reflectance Roof Emittance Radiant Barrier system Status Verified Existing Condition Attic Zone 1-E Attic RoofZone 1 E Ventil ted ;fi ;: 0 1 : . Q;85 No rNo Existing No • -K't en Laundtit^ ane 3 N I chA Z ry AtticRoofZone3-N-Kitchen. dr ':0.1 Ventil telt:^113 0f 085;No I NewNo Attic Zone 2 -N -Bedroom Ari o =Bedroom Attic RoofZone 2-N .:.. Venula d to ,.... __.8 .:. � 0.85 .:�:.. No o New No Registration Number: 216-A0470291A-000000000-0000 Registration Date/Time: 2016.12-2010:56:28 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-08162016-433 Report Generated at: 2016.12-2010:42:21 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R•PRF-01 Project Name: Residential Building Calculation DatelTime: 10:40, Tue, Dec 20, 2016 Page 8 of 10 Calculation Description: Title 24 Analysis Input File Name: 112016 -Walters (PL)--Two-hvac.ribdx HVAC - HEATING SYSTEMS 01 02 01 02 03 Name Type Efficiency Heating Component 1 CntrlFurnace - Fuel -fired central furnace 78 AFUE Heating Component 2 CnirlFurnace - Fuel -fired central furnace 81 AFUE I HVAC - COOLING SYSTEMS 01 02 03 04 05 06 07 Verifiedrifed EER Verified Refrigerant ChargeeTarget Efficiency Required Multi -speed Not Required Name System Type EER SEER Zonally Controlled Compressor HERS Verification Cooling Component 1 SpiitAirCond - Split air conditioning 11.7 13 No No NIA Status system Air Distribution Ducts located in a crawl Existing (not 6.0 Crawl Space Crawl Space PkgAirCond -Central packaged A/C 12 14 No No Cooling Component 2 -hers -coot Cooling Component 2 .system (< 65 kBtuh) LO 0') U) M Xv HVAC COOLING - HERS VERIFICATION 9a 0 05 06 Name Verified Airfow li rflow ' Verified EER Verifiedrifed EER Verified Refrigerant ChargeeTarget Cooling Component 2.hers-cool Required 350 Required Not Required Not Required HVAC - DISTRIBUTION SYSTEMS 01 02 03 04 05 06 07 08 09 10 Address: CEAIHERS Certification Identification (If applicable): 22189 Samson Ave Insulation Supply Duct Return Duct Corning, CA 96021 530-321-7242 Verified Existing HERS Name Type Duc' Leakage R -value Loi:ation Location Bypass Duct Status Condition Verification Air Distribution Ducts located in a crawl Existing (not 6.0 Crawl Space Crawl Space None Existing No N/A System 1 space specified) 530-321-7242 LO 0') U) M E .� I E O Air Distribution Air Distribution Ducts located in a crawl Sealed and tested 8.0 Crawl Spare Crawl Space None New No System System 2 space � I co LO I 1 1 2 -hers -dist Registration Number: 216-AO470291A-000000000-0000 Registration Date/Time: 2016.12-2010:56:28 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CFiR-08162016A33 Report Generated at: 2016-12-2010:42:21 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Residential Building Calculation DatelTime: 10:40, Tue, Dec 20, 2016 Calculation Description: Title 24 Analysis Input File Name: 112016 -Walters (PL)-Two-hvac.ribdx CFi R -PRF -01 Page 10 of 10 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 U Company: Signature Date: Golden Sun Designs 2016-12-20 10:56:28 Address: CEAIHERS Certification Identification (If applicable): 22189 Samson Ave n City/State/Zip: Phone: Corning, CA 96021 530-321-7242 RESPONSIBLE PERSON'S DECLAFUTION STATEMENT I certify the following under penalty of perjury, under the laws of the State of California: 1. I am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design identified on this Certificate of Compliance. 2. 1 certify that the energy features and performance specifications identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Pa 16 of the California Code of Regulations. 3. The building design features or system designfeatures identified on this Certificate of Compliance are consistent wish the information provided on other applicable compliance documents, worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this. building permit apple ation. Responsible Designer Name: ReWonstble Designer Signpture LX,ax'Planr rez Max Ramirez Company: I Date Signed: : Golden Sun Designs 201642-20 10:56:28 Address: License: 22189 Sa lson Ave N/A City/State/Zip: Phone: Corning, CA 96021 530-321-7242 Digitally signed by CaICERTS. This digital signature is provided in order to secure the content of this registered document and in noway implies Registration Provider responsibility for the accuracy of the information. Registration Number: 216-AO470291A-000000000.0000 Registration Date/Time: 2016-12-20 10:56:28 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-08162016-433 Report Generated at: 2016 12-2010:42:21 PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR. COLE COMPLIANta"'Em DATE- q -d-1 1 REV. DATE BY No. MMR CHECKED BY PL DATE 11-28-16 SCALE AS SHOWN JOB NO. 016-009 SHEET ENI U W U 00 n/ N CD LO 0') U) M E .� I E O U)_ OG co U _ C) W � Oo co LO CT U w ..0 f� F� a I -•H O O rTl 00 � 4 N o z a � � Q F-�•1 Q �c W O U C ` t W � H z U W 7 --1 O � w O Q Q U U O Z W V ` O N rr1 Z WU U U APW MMR CHECKED BY PL DATE 11-28-16 SCALE AS SHOWN JOB NO. 016-009 SHEET ENI O 7� o 0 o v� w v I I c� xm O G� C 7� cn m mm ±4811 TO PROPERTY LINE (SO M- ........................................... ........................ ........................................ .................................................. m :5� r- e� b� ma C) L-0 �; L ca ............................................................................................................................................................................................................................................................. ............. . .... `" ------- ------------------------------- ----------------------------------------------- ----- ---------------GRAPE WAY 0 RE5IDENCE ADDITION AND REMODEL PROJECT PAUL LIEBERUMARCHITECT FOR 9 BOB AND PAM WALTERS ADDITION & REMODEL License #25999 SITE PLAN 1836 Salem St. Chico, California 95928 2803 GRAPE WAY - CHICO - BUTTE COUNTY - CA 95926 APN# 042-18U-013 (530) 894-4035 z� o C r a> x O r x d a MO - O x o a A ►C o� �, o n p z Ot7i �.� -z zmo m x, z [J C) °pate r �o 0 z z Yx �r °� �d RE5IDENCE ADDITION AND REMODEL PROJECT PAUL LIEBERUMARCHITECT FOR 9 BOB AND PAM WALTERS ADDITION & REMODEL License #25999 SITE PLAN 1836 Salem St. Chico, California 95928 2803 GRAPE WAY - CHICO - BUTTE COUNTY - CA 95926 APN# 042-18U-013 (530) 894-4035 z� o C r a> x O r x d o��oo dZdr�y'�Hx MO - ao��v�i0ytxiyC nr ►C o� �, o yo r tTj �.� -z zmo m x, z [J C) °pate r �o N Cn t" C) Cn r z Yx �r °� �d py�>Cn Cn � Nj 4-1 r z�yr�UG N G C z� ap'r :v-. y ba Z d zoo 3 r o� r o a b O OOt�c�''r"ITI b Od ,z y y POH >C O y p d m� y N a d z C- o G) >n y d0 r rtTj w� yM C/) IV 00 c O� tnn C C O O ITJ y r y O O C) m y > O C� O m z d o ON Cn 0 0 p W W N N J N 00 W lJ �iJ o I. 00 pW O� RE5IDENCE ADDITION AND REMODEL PROJECT PAUL LIEBERUMARCHITECT FOR 9 BOB AND PAM WALTERS ADDITION & REMODEL License #25999 SITE PLAN 1836 Salem St. Chico, California 95928 2803 GRAPE WAY - CHICO - BUTTE COUNTY - CA 95926 APN# 042-18U-013 (530) 894-4035 z� o C r a> x O r x d o��oo dZdr�y'�Hx MO - ao��v�i0ytxiyC nr ►C iy -'j z �, o yo r tTj a -z o z C) °pate r �o N Cn t" C) Cn r z Yx �r °� �d py�>Cn Cn � r z�yr�UG N G C z� ap'r :v-. y ba Z d zoo 3 r o� r o a b O OOt�c�''r"ITI b Od ,z y ;nyr < POH >C ,Or C Y WyCox° Zx� m� x d z C- G) >n y d0 a rtTj w� yM C/) IV 00 c RE5IDENCE ADDITION AND REMODEL PROJECT PAUL LIEBERUMARCHITECT FOR 9 BOB AND PAM WALTERS ADDITION & REMODEL License #25999 SITE PLAN 1836 Salem St. Chico, California 95928 2803 GRAPE WAY - CHICO - BUTTE COUNTY - CA 95926 APN# 042-18U-013 (530) 894-4035 z� o C d ►C NAACTFR TIAT14 A1lnTTTC)N A R F A 1CVTC'TTATf'- AA7 AT T cr'ulr�TiULE .IN, TYP.,, U.N.O. KITCHEN REMODEL AREA 0 EXISTING FLOOR PLAN 1/4"= 1'-0" /ICES F. DATE BY No. U W N cn r� v N a/ (M LO c O O N E .E _N E. 0 (BM�/ co `'_ U �U M W o U_ W � O LO O Uw ao 8 N 0 z o Q a W Q O W � � � H � Z W o � � w Z Ooh � w � Q Z U ¢ J1 U � Z O w W � ¢ Q � M W O 00N TT►�� z Z 1-I O O DRAWN BY MMR CHECKED BY PL DATE 11-28-16 SCALE AS SHOWN JOB NO. 016-009 SHEETO0 A,0 t d O fNl 2840 SLD 2840 SLD d o 0�0 �a I IPix tQ00 0 O Cn O o [ I n ..; / C y N m m a� vo �• I m oz o PR 2668 � x0, 1 1 1 �0 z� I II x � xr I I I 11 a I II or ooh IIID o Iz r �, Illy Illid � Ix Iul 1 � DESK I II I I II LJI (E) 8040 XOX W 120 SLD (E) 3066 FX I I L--------- --------{ o r— -- t) --- I N� 41 I �N I � I I o a I I (E) 5040 SLD O 2060 FX 6830 XOX W/ 16 SLD r BENCH -------- I I <� °o o ItzI d U r7 0� o IzI d o go 00 �� �o t702 O N m> 1-------1 PR 11067 I L--�--J1626E � I � r � 2465 r –1 � � r x I 2967 O i( Opening O I 00 O I w I �a I �� m � a C, O z �I IIIA r oy �> o° O z o C71 00 C I I 3067 —�� °` I 1 1 2868 �- z — — �, 2967 a > I I-� II Opening --r� I I II Ilya O z� yr�0 I LJIz II M ad 141 L-----�� II I I m II I i rr7 �,- I I Ilao ° rl to ITI u'm---------� N x L— J L--- .-.n ml _— ----U y L z== --r — �m r— -- a� 1 --11 III ���IEe c, I---- -----6J �x [IIFF —----c==amu rZ I o a -- I �� Il�4O> d 71 I I�"' Ilma 11 L-----� IIo m— J ---------------------I-II M I�------------------ II M�— — — — — — — — — — — — — — — — — — — 5040 Opening I I O M pmo r.i M<z o z y OM 3068 N b � -� AMM a� IIoa r �, �0 >�s x � zMz Ilia W mm 3068 Bi -fold I I O <II 4040 D m II • _ II II n � PR 2668 10 00 J ON In 41 CT x n N° b x Ox �000�°°�rd� r 2r b x z a° k r�e 0 z 0 x rn c m rCn �, r" to PR 2668 10 00 J ON In 41 a ar r 2r b x z a° k r�e 0 0 0 x rn c m rCn �, r" to rn n7 a �c r ra a bro a r aCn r z ) d0 z 0 C) � � O O a �n zEJ � N � nyo a n C) 'b C7 m to �Y nr xytnC7 y > bC7 b Cr1 xr C"r° n� o c� b .� 0 b r r O roam a -3 Z> Oz d con o N 1y zy z a 0 b �t7 (n Cn r 'o a r7 o rrl Nd r c z o0Cn da r r d N 100 a CA o� b z RESIDENCE ADDITION AND REMODEL PROJECT PAUL LIEBERUMARCHITECT FOR 9 BOB AND PAM WALTERS ADDITION & REMODEL License #25999 DEMO FLOOR PLANS 1836 Salem St. Chico, California 95928 2803 GRAPE WAY - CHICO - BUTTE COUNTY - CA 95926 APN# 042-180-013 (530) 894-4035 I I 1 I , I I I I I I I I I I I I I � I I I I I I I I CJ I_ !LJ7 a oa a r d� COO O "d Cy m d z 0 z� o C a (V c CA N I F -5Y2" 15'-11" NEW CONSTRUCTION NOTES 1. FRAMING OF LOAD BEARING WALLS: 8. NOT USED 2x6 STUD WALL @ 16" O.C. W/ DOUBLE 2x6 DF #2 TOP PLATES, 2x4 STUD WALL @ 16" O.C. W/ DOUBLE 2x4 DF #2 TOP PLATES, 9.. ALL FIXTURES, DOORS, WINDOWS, FLOORING, INTERIOR & LAP ALL TOP PLATES 4'-0" WITH (12) 16d EACH SIDE OF SPLICE EXTERIOR MATERIALS, COLOR AND STYLE AS PER OWNER, SEE DETAILS TYP. U.N.O. 2. BEARING HEADERS AS PER ENGINEER. 10. WINDOW NOTES: 1. THE TOP OF THE BOTTOM WINDOW FRAME (OPENING) SHALL NOT 3. ALL BEARING HEADERS SHALL HAVE (2) 2x TRIMMERS, MIN. EXCEED 44" FROM THE TOP OF FINISH FLOOR, TYPICAL FOR ALL TYP., U.N.O. BEDROOM WINDOWS. 2. WINDOWS SHALL BE INSTALLED AT CENTER OF WALL WHERE 4. ALL NEW POSTS DF #1, TYP., U.N.O. NO FRAMING DIMENSIONS ARE SHOWN, TYP. U.N.O. 5. ALL WINDOW HEADER HEIGHTS EQUAL TO DOOR HEADERS, TYP. U.N.O. 11. DOOR NOTE: ALL DOORS SHALL BE INSTALLED @ CENTER OF WALL OR 3 1/2" 6. EXTERIOR SILL PLATES SHALL BE SEALED BY USE OF GASKET, MIN. FROM NEAREST INTERSECTING WALL, TYP., U.N.O. CAULKING, OR WEATHER-STRIPPING IN-BETWEEN MUD SILL AND CONCRETE FOUNDATION. 12. GARAGE TO BE SEPARATED FROM THE DWELLING AND ATTIC BY 1/2 -INCH MIN. GYPSUM BOARD. 7. GYPSUM BOARD: ` - CEILINGS: 1/2" CEILING BOARD, OR 5/8" GYP. BRD., TYP. U.N.O. 13. CONTRACTOR SHALL VER/FYALL DIMENSIONS, ROOF SLOPES AND WALLS: 1/2" GYP.BRD, TYP., U.N.O. CEILING CONFIGURATIONS PRIOR TO THE ORDERING OF TRUSSES. ADDITION MASTER BEDROOM 1/419 = 11 -0" 8Ox80 PUMP YARD NEW KEYNOTE SCHEDULE J ATTIC ACCESS, 22"X30" MIN. WITH ELEC. SWITCH & LIGHT, TYP., U.N.O. 2 (E) MAIN ELECTRICAL PANEL W/ METER, EXACT LOCATION MAY VARY AS PER PG&E REQUIREMENTS, TYP., U.N.O. O (E) HVAC UNIT WITH SERVICE DISCONNECT O4 (NOT SHOWN ON PLAN) EXISTING WATER HEATER IN BASEMENT. REMOVE AND REPLACE WITH NEW ON DEMAND WATER HEATER. W/ FIRE BOX MOUNTED 18" MIN. ABOVE FINISH FLOOR. PROVIDE INSULATION ON FIRST 5 FT OF OUTLET PIPE. INSTALL AS PER MFG. O (N) INSULATED HOSE BIB WITH BACK FLOW PREVENTER, TYP. OSUB PANEL, EXACT SIZE AND LOCATION AS PER ELECTRICAL CONTRACTOR. OLANDINGS: MINIMUM WIDTH = WIDTH OF DOOR, DEPTH @ PATH OF TRAVEL = 36" MIN. WITH 2% MIN. SLOPE AWAY FROM STRUCTURE @ EXTERIOR, TYP.. U.N.O. O(E) WASHER AND DRYER. VENTING, EXHAUST AND PLUMBING TO REMAIN UNALTERED. OSHOWER: CERAMIC TILE W/ CURB. A NON-ABSORBENT SURFACE SHALL EXTEND NOT LESS THAN 72 INCHES ABOVE THE FLOOR IN THE SHOWER. 10 ALL SHOWERS AND TUB/SHOWER COMBINATIONS SHALL BE PROVIDED WITH INDIVIDUAL CONTROL VALVES OF THE THERMOSTATIC MIXING, PRESSURE BALANCE OR COMBINATION VALVE TYPE. 11 (N) HVAC UNIT WITH SERVICE DISCONNECT WALL SCHEDULE EXTSTING WALLS, TYP.,, U.N.O. NEW FULL HEIGHT WALLS OR INFILL, 2x6 WOOD STUDS @ 16" O.C., TYP., U.N.O. NEW FULL HEIGHT WALLS OR INFILL, 2x4 WOOD STUDS @ 16" O.C., TYP., U.N.O. CONTRACTOR NOTES 1. OWNER SHALL APPROVE ALL NEW DOORS AND WINDOWS PRIOR TO PURCHASING AND INSTALLING. DIMENSION NOTES 1. SEE FOUNDATION PLAN FOR DIMENSIONS NOT SHOWN 2. FOUNDATION PLAN DIMENSIONS SHALL SUPERSEDE ALL OTHER DIMENSIONS 3. DIMENSIONS @ EXISTING ARE FROM FACE OF FINISH, TYP., U.N.O. 4. NEW CONSTRUCTION DIMENSIONS ARE FROM FACE OF STUD, TYP., U.N.O. (N) LIGHT N TUBE � a� (14'TYP. �� 2020' �: > Na, F) 20201 (,tT� IKYLIGHf 1 4KYLIGH4 (4) PR 2068 — �- — - (N) ISLAND 2.2 PR 1567 W/ CUSTOM C/T ,. (N)WINEREF.�----------------------- 1 30 `........-.... -...............� (N) WINE 'a xo i 1.�. J > R0 ° , (N) O.H. € � — - L,, _t COOLER op I '�;1(;= CABS., TYP. i I o I (1`� 330 o w ISKYL]�+FI'1l•- N) BASE CAB. =r, ... W/ (N) TOP HAL.'� o I (N) O.H. N (N) PREP.J, CABS., TYP. C2665 i LTA••,•,•, I SINK (N) TUBE _ 2666 PKT 2665 _ _ (N) 30 WARMING ( LTA 3' ? i LTA I I N OVEN UNDER COUNTER 12 '0 FIG N (N) L16HT TUBE A 00 - w (14"), TYP. (N) LIGHT TUBE PANTRY 0o (14"), TYP. — — (N) RE (N) RANGE O — — 43x26 W/ HOOD ':::': ;�`: -,a .kn FULL HT. CAB. D 0 � ,\ v O 2667 7 DN (N) PAN RACK B 66 ®— - - ^-,; O/MICROWAVE - - - - - � I 2.2 + O/ OVEN O2 iAez_i W N j Sin ) I 2020 L PR 1265 1KIGHt KYIGH4�/ DRAWER D 6:2067 O Icn CzcnJ 0 v L—_J L— (LTA 8 36x22 / w (E) 5040 SLD w I € (N) WC i I JA 4x6 O (N) 3016 SLD (N) FLOOR & FRAMING 3 4x6 o EOI DW I w Z 7 (N) TALL CAB. 1636 DH` X346 CSM T o 0 2346 CSMT N LANDSCAPE NEW CONCRETE O 3068 ( ) Half Lite (N) CAB��+ 4'-5" 4031 BL CSMT o (N) Shelves . orb (2) 2 TRAPZ. ABOVE O M 1636 DH 636D163 6 DH - (N) LANDSCAPE UP (4R) 7" MAX. RISERSREM-} ' 1` N10'-0" (3T) 12" RUN 1..:.... '11.:.... .. ce 5"0 RED MAPLE a..,p NEW BRICK WALK O 8"0 RED OAK PERMIT # OR MAPLE E3UTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOFi CODE CO�� PLIANCE /'4//7 ADDITION (a, KITCHEN AREA 1/411 = 11-011 F. DATE BY No. DRAWN BY MMR CHECKED BY PL DATE 11-28-16 SCALE AS SHOWN JOB NO. 016-009 SHEET Al ,r f 4x4 DF #2 Under Girder i Truss Q I x I 4 0 GARDEN WALL O)4 1650 FX Temp. (LTA Light Tube V /(14"), TYP. CLOSET #2 203 x TOILET c III 204 3068 PKT a U Q TT) 3068 o \/ 0 3068 OPENING CLOSET #1 201 (LT) (N) DECK EXP AGGR. 4068 OPENING NICHE 1 F-- —.-I ATTIC (` j I ACCESS I G o (height not to exceed 4068 OPENIN (N) 30" WARMING 30" above finish grade) b (3) 1616 FX Temp. (Sec Elev. Z w o E SHOWER c C F M N 2040 DH 3068 OPENING H F - 3068 OPENING WH ---- 2040 DH 4x4 DF #2 Under Girder Truss O V) HALL 202 80x80 PUMPYARD ,(N721020' KYLIGITUB L - J 7206 BATH 205 F(N)2 JKYLI L- EXISTING BEDROOM #1 001 +7'-11" CLG �(D fy (N) Brick Wall, Top @ 24" Above Landing II _ (N) LANDING & STAIRS II II a - UP UP 20"0 WALNUT 4"0 JAP. MAPLE O O 24"0 LOUQUAT 0 k BIRCH TREES 10"0 12"0 O 4"0 O O (E) BRICK PAVERS (E) PLANTER 8068 SLD 3068 FX 3068 FX 3068 FX 8068 SLD +7'-7" WALL HGT. EXP AGGR. 4068 OPENING NICHE 1 F-- —.-I ATTIC (` j I ACCESS I G o 4068 OPENIN (N) 30" WARMING EXISTING BEDROOM #1 001 +7'-11" CLG �(D fy (N) Brick Wall, Top @ 24" Above Landing II _ (N) LANDING & STAIRS II II a - UP UP 20"0 WALNUT 4"0 JAP. MAPLE O O 24"0 LOUQUAT 0 k BIRCH TREES 10"0 12"0 O 4"0 O O (E) BRICK PAVERS (E) PLANTER 8068 SLD 3068 FX 3068 FX 3068 FX 8068 SLD +7'-7" WALL HGT. w EXP AGGR. O (N) LIGHT TUBE I I (N) 30" WARMING ( b LIVING TYP. (E) 6040 SLD (E) 6040 SLD (N) 3080 FX (N) 3080 FX OVEN UNDER COUNTER PR 4068 W 013 1--I � \ / CLOSET q r� V UP co LI ,HT TU (�3'-1ll" CLG (N) LIGHT TUBE.(14"), (N) LIGHT C4 N C) 00 F-iX +8'-1"CLG O 0- C� N TYP. (14"), TYP. _ _ PANTRY (N) RE 43x26 SITTING (— �� w " DINING o U �^ CLOSET o (14" ,TYP.5.r T_ ` _ "_ (N)2020 (N)2020I +" 4KYLIGHt O15 KYLIGII7 NICHE n; - A h 1 L— J I 12x12 , ...� c +0'_0" F.F. (4) PR 2068 BEDROOM #3 005 002 N i x + - + 2667 +T- 1" CLG _ � FULL HT. CAB. PAN RACK +7,_0., WALL rA _..........:.;.. �,. : ;.5,, ......„., -�-� N ISLAND 4x4 POST ( ) F --II Ca x HGT. PR 1567 T [R d Q � 3 W/ CUSTOM C/T ] (N) CIO „ „„........ 1 .„ „ „ .,, A/C ¢ a OFFICE 014 - (N)WINE IkEF. ' ------------ +9'-2" TO BM. BTM. ------ +7'-2" TO BM. BTM. 0 4 66 ATH #2 U O/MICROWAVE OVEN +6'-11 O BM. BTM. +18 1/2" F.F. TO CLG. . p BATH #1 � O 10 O„.....,........€ Xo #2 3, UW (I k`CkH'. ” oQ (N) WINE - '-," COOLER g „ „...... ., m....,..„ .,,.„ ..... V 00 - - - (E) 2236 N) Si D PR 1265 BEDROOM E0 ' „.. w w d DRAWER � 0� p 11(N) 2020 II (N) 2 2011 SKYLIGII7 dKYLIGH7 ABS.{ TYP. # I (N) 3D30 I I o v +7'-0” WALL HGT. SKYLIGHT II�� e (LTN rKYLItffIj" „ i N) BASE CAI3. � PAVERS „„....„..... U Ct .�....11 5040 SLD - „... -01111 „ W/ (N) TOP 0 36x22 \ / € HALL Q cq j t $ ( (N) O.H. (E) t LAUNDRY 2665 +{IL� G UF. = N (N) PREP. CABS., TYP. N (N) LiG%IT.) 009 O } 4x6 SINK� U PLANTER 2665 TUBE rPLOI5I2 14" TYb��TF ° 2666 PKT I I''a KITCHEN 011 3" " ENTRY FO -1-211 w EXP AGGR. O CONC. I I (N) 30" WARMING ( b LIVING o I I N ( LT) HALL LTA OVEN UNDER COUNTER W 013 1--I � \ / q r� V 12"0 FIG w co LI ,HT TU (�3'-1ll" CLG (N) LIGHT TUBE.(14"), N C) 00 F-iX +8'-1"CLG O 0- C� N TYP. (14"), TYP. _ _ PANTRY (N) RE 43x26 (N) RANGE W/ HOOD o U �^ +0'-0" F.F. INSERT o "_ 00 NICHE n; - 00"' 12x12 , ...� BEDROOM #3 005 N + 2667 +T- 1" CLG _ � FULL HT. CAB. PAN RACK �ll MANTLE +12" @+55" SHELVING U F --II x T [R DN (N) +21 A/C a v z 0 4 66 ATH #2 O/MICROWAVE OVEN W O TO CLG. . p BATH #1 O 10 - - 3, UW oQ .,... g „ „...... ., m....,..„ .,,.„ ..... U .. „ ..,.„ .,, 00 - - - (E) 2236 N) Si D PR 1265 ' „.. DRAWER � 0� p 11(N) 2020 II (N) 2 2011 SKYLIGII7 dKYLIGH7 BRICK c +39" I ' +7'-0” WALL HGT. SKYLIGHT II�� e (LTN I L - J L - � PAVERS „„....„..... „,„,, R ' TO CEILING o Oo 5040 SLD - „... -01111 „ UNDER COUNTER, PASS THRU HAMPER 36x22 \ / € Q CAB. CHIM. ? (E) t LAUNDRY �, (N) WC I N C\ 009 O I 4x6 U PLANTER (N) 3016 SLD OX € (N) FLOOR &FRAMING (E) w 4x6 O O DW 6 I (N) TALL CAE. 1636 DH 1346 CSMT o 0 2346 ,SMT (N) LANDSCAPE NEW CONCRET ; 3068 Half Lite (N) CAB. t� 4031 BL CSMT (N) Shelves o��� (2) 2 TRAPZ. ABOVE ti 1636 DH 636 D 1636 DH (N)LANDSCAPE UP (4R) 7” MAX. RISERS (3T) 12” RUN f NEW BRICK WALK O 8"0 RED OAK OR MAPLE 5"0 RED MAPLE O 14"0 SPRUCE O WALL SCHEDULE EXISTING WALLS, TYP.,, U.N.O. NEW FULL HEIGHT WALLS OR INFILL, 2x6 WOOD STUDS @ 16" O.C., TYP., U.N.O. NEW FULL HEIGHT WALLS OR INFILL, 2x4 WOOD STUDS @ 16" O.C., TYP., U.N.O. CONTRACTOR NOTES 1. OWNER SHALL APPROVE ALL NEW DOORS AND WINDOWS PRIOR TO PURCHASING AND INSTALLING. (E) IRON FENCE 24"0 GINKGO EXP AGGR. O CONC. PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPI-LANCE DATE CONDITIONED AREAS (sf): EXISTING: 2,503 ADDITION TO KITCHEN: 56 ADDITION TO LAUNDRY ROOM: 62 OVERALL PROPOSED FLOOR PLAN ADDITION TO MASTER BEDROOM: 663 3/16" — 1'-0" 0 F. DATE BY No. MMR CHECKED BY PL DATE 11-28-16 SCALE AS SHOWN JOB NO. 016-009 SHEET A1,61 SLAPAUL A. LIE E n. C-25999 * EXP. 05-31-17 \�� OF CALt�O/ U W 1--I r� V co N C) c O LO co C� N a) .E O d (ap M "_ 00 00"' , ...� U W _ � �ll U F --II F--1 a W M O O UW oQ W O O O a � Q a Q �, nW C\ O U i F+I W O U W O O � ' w a o Q Q J Z O W W � rh M O 00 N 1� O O h� DRAWN BY MMR CHECKED BY PL DATE 11-28-16 SCALE AS SHOWN JOB NO. 016-009 SHEET A1,61 SLAPAUL A. LIE E n. C-25999 * EXP. 05-31-17 \�� OF CALt�O/ i \ P-4 16" 2x6 HEAL ( s f {00 -c r y x n O Y z \ / n .w Cr7 Y-6" a 9'-0" f 8'-6Y4" 9'-6" � O O O O O O O O O N > a N O a Nz y y -c >-P, a 4 m CIR 0 d 0 D m M OMO_^ M 0� �a M Z0z C)Mz M C9 M c m RESIDENCE ADDITION AND REMODEL PROJECT PAUL LIEBERUMARCHITECT FOR 9 BOB AND PAM WALTERS ADDITION & REMODEL License #25999 SECTIONS 1836 Salem St. Chico, California 95928 2803 GRAPE WAY - CHICO - BUTTE COUNTY - CA 95926 APN# 042-180-013 (530) 894-4035 z� oc Ln oo O Nz 0 D m M OMO_^ M 0� �a M Z0z C)Mz M C9 M c m RESIDENCE ADDITION AND REMODEL PROJECT PAUL LIEBERUMARCHITECT FOR 9 BOB AND PAM WALTERS ADDITION & REMODEL License #25999 SECTIONS 1836 Salem St. Chico, California 95928 2803 GRAPE WAY - CHICO - BUTTE COUNTY - CA 95926 APN# 042-180-013 (530) 894-4035 z� oc ELEVATION KEYNOTE SCHEDULE NEW AND EXISTING CLASS "A" LAMINATED DIMENSIONAL COMP. SHINGLES, TYP. 0 NEW AND USED SKYLIGHTS, TYP. NEW SOLOR TUBES, 14" MAX. DIAMETER, TYP. ® NEW EXTERIOR FINISH TO MATCH EXISTING, TYP., U.N.O. Hj EXISTING A/C UNIT ON 3-1/2" CONC. PAD OR APPROVED EQUAL. F 97 5% SLOPE AWAY FROM STRUCTURE, FIRST 10 FT., TYP. ALL SIDES @ NEW CONSTRUCTION 10 ATTIC VENT OPENING, W/ 1/4" MAX. SCREEN MESH COVERING, SEE ROOF PLAN FOR MORE INFORMATION. n _ L n I' 8, FT PL._ — _......_..._ EAST ELEVATION 1/4" = 1'-0" PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED 17011 CODE COMPLIANCE DATE_ ``'� y BY Pfi� � Q PT Pi u F. DATE BY No. MMR CHECKED BY PL DATE 11-28-16 SCALE AS SHOWN JOB NO. 016-009 SHEET A '47 0 F.F. m _ ., m. _ .....�. ....... - - ...... ......w .....m . _., m... .... _ _..._. .. ":w 9 (N) Garden wall area not A/C .�. �. -.. _ •�. r... �..�... ._ .......�......�... �. �. _..�......... �......�.... .. -• ............-.....�... _.. �.-......�....�. �..-.. .. �..... ...w. shown for clarity \ a G�SED AxcglT� PAUL A. WEST ELEVATION LIE E r o. C-25999 1/4 = 1'-0" * EXP. 05-31-17 �T9T6 OF CALlV��~F' ELEVATION KEYNOTE SCHEDULE NEW AND EXISTING CLASS "A" LAMINATED DIMENSIONAL COMP. SHINGLES, TYP. NEW AND USED SKYLIGHTS, TYP. NEW SOLOR TUBES, 14" MAX. DIAMETER, TYP. ® NEW EXTERIOR FINISH TO MATCH EXISTING, TYP., U.N.O. M EXISTING A/C UNIT ON 3-1/2" CONC. PAD OR APPROVED EQUAL. 5% SLOPE AWAY FROM STRUCTURE, FIRST 10 FT., TYP. ALL SIDES @ NEW CONSTRUCTION 10 ATTIC VENT OPENING, W/ 1/4" MAX. SCREEN MESH COVERING, SEE ROOF PLAN FOR MORE INFORMATION. SOUTH ELEVATION 1/411 = 1'-011 PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DATE �—.zy 13Y.._'y/� GARDEN WALL NUI SHOWN FOR CLARITY NORTH ELEVATION 1/4" = 1'-0" F. DATE BY No. E"{ U W h--1 LO cl) w _ 0c) co _N C co r. W 0 U LO W !E W r, Q O O O U W 00 O z o a o � Q a W W Q O W � H � H � Z � H w O a u Q Q U U � 3 C W W � 00 Q � M W O N O H W W W DRAWN BY MMR CHECKED BY PL DATE 11-28-16 SCALE AS SHOWN JOB NO. 016-009 SHEET A2,91 SED ARC�I� PAUL A. LIEPE o. C-25999 �r EXP. 05-31-17 P T9r� OF' CALXf' INDOOR AIR QUALITY INDOOR AIR QUALITY AS PER THE 2013 BUILDING ENERGY EFFICIENCY STANDARDS. (RESIDENTIAL COMPLIANCE MANUAL) i3 CONTINUOUS WHOLE -HOUSE VENTILATION FAN. VENTED TO THE OUTSIDE. PROVIDE A LABEL AT THE SWITCH LOCATION THAT INFORMS THE OCCUPANT THAT THE FAN SHOULD BE OPERATING ' WHENEVER THE HOME IS OCCUPIED. A) FAN REQUIREMENTS: 90 CFM, MIN. WITH A TITLE 24 LIGHTING DESIGN GUIDE AT NEW CONSTRUCTION KITCHEN: HIGH EFFICACY OR UP TO 50% OF THE TOTAL WATTAGE CAN BE LOW EFFICACY ALL HIGH EFFICACY AND LOW EFFICACY LIGHTING MUST BE CONTROLLED SEPARATELY. BATHROOM: AT LEAST ONE HIGH EFFICACY FIXTURE IN EACH BATHROOM, AND ALL OTHER LIGHTS EITHER HIGH-EFFIANCY OR CONTROLLED BY A VACANCY SENSOR. (MANUAL -ON, AUTO OFF, SENSOR) GARAGE, LAUNDRY, UTILITY ROOMS: ALL HIGH EFFICACY AND OR VACANCY SENSOR. (MANUAL -ON, AUTO OFF, SENSOR) OOM, DINING ROOM, BEDROOMS, HALLWAYS) 'ICIENCY CONTROLLED BY DIMMER OR -ON, AUTO OFF, SENSOR) dGS: L OF THE FOLLOWING CONTROLS: MOTION SENSOR; )NOMICAL TIME CLOCK OR EMCS; PLUS A MANUAL [OT OVERRIDE TO "ON" THE AUTOMATIC CONTROLS. ELECTRICAL LIGHTING PLAN 3/16" = 1'-0" FIXTURE SCHEDULE FLUORESCENT OR LED LAMP, CEILING OR Y CAN MOUNT FE FLUORESCENT OR LED LAMP, CEILING OR CAN MOUNT, RATED FOR EXTERIOR USE. FLUORESCENT OR LED LIGHT BAR, WALL MOUNTED �--°—� FLUORESCENT OR LED STRIP LIGHTING ABOVE ANI' BELOW UPPER CABINETS aS FLUORESCENT OR LED WALL LAMP @ �: 6 ft A.F.F. ®p FLUORESCENT OR LED PENDANT LIGHT FIXTURE W/ APPROVED CEILING FAN BOX NOTES: LIGHT SWITCHES, TYP.: THE TOP OF ALL LIGHT SWITCH BOXES TO BE MAX. MOUNTED 48" ABOVE FINISH FLOOR, MEASURED TO THE TOP OF THE BOX, TYP., U.N.O. ABOVE COUNTER SWITCHES: THE BOTTOM OF ALL LIGHT SWITCH BOXES TO BE MOUNTED @ 2" ABOVE BACK SPLASH OR COUNTERTOPS, TYP., U.N.O. ELECTRICAL NOTES 1. SEE GENERAL NOTES FOR ELECTRICAL REQUIREMENTS. 2. TELEPHONE, TELEVISION AND COMPUTER OUTLETS SHALL BE LOCATED AS PER OWNER 3. KITCHEN 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 AND DINING RECEPTACLES. 5. ALL CIRCUITS SHALL HAVE ARC -FAULT CIRCUIT INTERRUPTERS. 16. ALL RECEPTACLES SHALL BE TAMPER RESISTANT. 7. ONLY THE AFFECTED CHANGES AT THE EXISTING ARE SHOWN ON THIS PLAN. EXISTING ELECTRICAL SHALL COMPLY WITH REQUIREMENTS SET FORTH IN THE GENERAL NO ES SHEET GNI 8. VERIFY THAT SMOKE AND CARBON MONOXIDE DETECTORS ARE IN EACH BEDROOM AND IN HALLWAYS, IF NOT, INSTALL AS PER CEC PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DATE / 'l � BY MMR CHECKED BY PL DATE 11-28-16 SCALE AS SHOWN JOB NO. 016-009 SHEET E160 FLUORESCENT LAMP W/ DELTA BREEZ SIGNATURE 110 CFM CEILING HUMIDITY SENSING EXHAUST FAN (OR EQUAL) ONE HEAD, LED FLOODLIGHT WITH MOTION • LIGHT SENSOR, LITHONIA OFLR-6-MO OR EQUAL OH CEILING MOUNTED HEATER, STYLE AS PER OWNER SD SMOKE DETECTOR CARBON MONOXIDE DETECTOR EXHAUST FAN, VENT TO OUTSIDE - SWITCH / SINGLE M-- SWITCH / THREE WAY NOTES: LIGHT SWITCHES, TYP.: THE TOP OF ALL LIGHT SWITCH BOXES TO BE MAX. MOUNTED 48" ABOVE FINISH FLOOR, MEASURED TO THE TOP OF THE BOX, TYP., U.N.O. ABOVE COUNTER SWITCHES: THE BOTTOM OF ALL LIGHT SWITCH BOXES TO BE MOUNTED @ 2" ABOVE BACK SPLASH OR COUNTERTOPS, TYP., U.N.O. ELECTRICAL NOTES 1. SEE GENERAL NOTES FOR ELECTRICAL REQUIREMENTS. 2. TELEPHONE, TELEVISION AND COMPUTER OUTLETS SHALL BE LOCATED AS PER OWNER 3. KITCHEN 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 AND DINING RECEPTACLES. 5. ALL CIRCUITS SHALL HAVE ARC -FAULT CIRCUIT INTERRUPTERS. 16. ALL RECEPTACLES SHALL BE TAMPER RESISTANT. 7. ONLY THE AFFECTED CHANGES AT THE EXISTING ARE SHOWN ON THIS PLAN. EXISTING ELECTRICAL SHALL COMPLY WITH REQUIREMENTS SET FORTH IN THE GENERAL NO ES SHEET GNI 8. VERIFY THAT SMOKE AND CARBON MONOXIDE DETECTORS ARE IN EACH BEDROOM AND IN HALLWAYS, IF NOT, INSTALL AS PER CEC PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DATE / 'l � BY MMR CHECKED BY PL DATE 11-28-16 SCALE AS SHOWN JOB NO. 016-009 SHEET E160 I ELECTRICAL OUTLET PLAN 3/16" = 1'-0" OUTLET SCHEDULE DUPLEX WALL RECEPTACLE, W/ GFI GFI CONVENIENCE TYPE. DUPLEX WALL RECEPTACLE CONVENIENCE TYPE. QUADPLEX WALL RECEPTACLE CONVENIENCE TYPE. 220 VOLT SINGLE PHASE 220 DUPLEX OUTLET / 110 V. / WP GFI GROUND FAULT / WATERPROOF QNATURAL GAS OR LPG 220 DISCONNECT SWITCH / 220 V./ OUTDOOR RATED NOTES: BELOW COUNTER OUTLETS: THE TOP OF ALL ELECTRICAL, PHONE AND COMMUNICATION OUTLET BOXES TO BE MOUNTED @ A MINIMUM HEIGHT OF 15" TO THE BOTTOM OF THE BOX 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. OMAIN ELECTRICAL PANEL W/ METER, EXACT LOCATION MAY VARY AS PER PG&E REQUIREMENTS, TYP., U.N.O. O3 NOT USED OA/C UNIT, WITH SERVICE DISCONNECT SWITCH, TYP., U.N.O. O DUPLEX WALL RECEPTACLE, UNDER COUNTER FOR DISHWASHER. O RANGE EXHAUST HOOD WITH LIGHT, TYP., U.N.O. ODUPLEX W .LL RECEPTACLE, UNDER COUNTER FOR GARBAGE DISPOSAL. PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOP, CODE COMPLIANCE F. DATE BY No. MMR CHECKED BY PL DATE 11-28-16 SCALE AS SHOWN JOB NO. 016-009 SHEET E2,00 �SgD ARC�IT� vtiG PAUL A. * EXP. 05-31-17 * Q,-ORCALIV-0�9 L = 8'-6" V j CLOSET #2 203 kn a TOILET 204 4x4 CLOSET #1 201 4x4 �'y A Sc�S4' L 4 SDI TYP. SHEAR WALL 2x6 DF#2 PT @ 16" O.C., @ ALL LOCATIONS, U.N.O. BATH 205 A L=3'-11" HALL EXISTING BEDROOM #1 001 Z lloon Frame This Wall o v j HDU2 SSTB 16 5 TYP. WALL SD 1 OPENING SHEARWALL PLAN 1/4" =1�■ Fc � 1/4" = 1'-0" L_ --J PT AT 16" O.C., DECKS PT AT 16" O.C., DECKS 4x10 DF#2 PT — W/ HUC HANGER @ EA. END* * INSTALL WITH 1/4" O x 1 3/4" HEX HEAD TITAN SCREW WITH 1 1/2" MIN. EDGE DISTANCE. USE CONCEALED FLANGE HANGERS WHERE REQUIRED. STRUCTURAL NOTES 1.) SEE TYPICAL NOTE SHEET SN AND TYPICAL DETAIL SHEETS SDI-SD5 FOR ADDITIONAL INFORMATION. 2.) PRIOR TO CONSTRUCTION FIELD VERIFY EXISTING CONTINUOUS FOOTINGS SHOWN ON PLAN ARE 12" WIDE X 12" EMBED WITH (1) #4 CONT. BOTT. MINIMUM. CONTACT SUMMIT STRUCTURAL DESIGN WITH ANY DISCREPANCIES. 3.) PROVIDE ANCHOR BOLT SIZE AND SPACING PER SHEAR WALL SCHEDULE AND TYPICAL DETAILS. 4.) RECOMMENDED MINIMUM SLAB SECTION: A- 4" CONCRETE SLAB WITH #3 AT 15" O.C. SECURELY LOCATED AT MID -DEPTH OF SLAB. B- 2" SAND (DELETE AT EXTERIOR SLABS) -SEE SOILS REPORT IF APPLICABLE. C- WATERPROOF MEMBRANE (DELETE AT EXTERIOR SLABS) -SEE SOILS REPORT IF APPLICABLE. D- 4" FREE DRAINING MATERIAL -SEE SOILS REPORT IF APPLICABLE. E- PROPERLY PREPARED SUBGRADE-SEE SOILS REPORT IF APPLICABLE. F- CONTRACTOR TO PROVIDE CONTROL JOINTS AT 10'-0" O.C. EA. WAY MAX. 5.) TYPICAL MINIMUM BEARING WALL FRAMING U.N.O.: EXTERIOR WALL: 2X4 DF#2 AT 16" O.C. INTERIOR WALLS: 2X4 DF STUD AT 16" O.C. 6.) SEE DETAIL 5/SDI FOR TYPICAL STUD WALL ELEVATION AND TYPICAL WALL OPENING SCHEDULE. 7.) TYPICAL FLOOR JOIST AT GROUND LEVEL SHALL BE 2X6 DF#2 A"' 16" O.C. WITH 2X6 CONTINUOUS RIM. INSTALL ALL COMPONENTS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 8.) PROVIDE DOUBLE JOIST UNDER ALL WALLS WHERE WALLS RUN PARALLEL TO JOIST, AND UNDER ALL HEAVY FURNITURE, TUBS, EQUIPMENT, ETCETERA. 9.) PROVIDE SOLID BLOCKING IN FLOOR AT 24" O.C. PERPENDICULAR TO, AND ADJACENT TO ALL BEAMS SUPPORTING BEARING WALLS ABOVE. 10.) SUPPORT ALL TRIMMERS ABOVE WITH FLOOR/CEILING JOIST WHERE TRIMMERS CAN NOT RUN CONTINUOUSLY TO FOUNDATION. 11.) FLOOR FRAMING HAS BEEN DESIGNED FOR A MAXIMUM DEAD LOAD OF 15 PSF (INCLUDING FRAMING). CONTACT SUMMIT STRUCTURAL DESIGN, PRIOR TO CONSTRUCTION, IF FLOOR BUILD-UP WILL EXCEED 15 PSF. STRUCTURAL NOTES, CONT. 12.) TYPICAL FLOOR SHEATHING (UNO): 3/4" THICK, APA RATED SHEATHING OR RATED STURD-I-FLOOR, SPAN RATING 48/24 (24 FOR STURD-I-FLOOR), EXPOSURE 1 STRUCTURAL PANELS, APPLIED WITH LONG DIMENSION ACROSS SUPPORTS AND ADJACENT PANELS STAGGERED WITH 4' ENDS OFFSET 4'. GLUE PANELS TO ALL FRAMING, EDGE NAIL WITH 10d COMMON RING SHANK NAILS OR EQUIV. (0.148" DIA X 3") AT 6" O.C. AT ALL PANEL EDGES, BOUNDARIES, BLOCKING AND WHERE INDICATED ON PLAN. FIELD NAIL AT 10" O.C. PROVIDE 1/8" GAPS AT ALL PANEL EDGES U.N.O. BY PANEL MANUFACTURER. 13.) PLUMBING, SPRINKLER, AND MECHANICAL SUBCONTRACTORS SHALL COORDINATE ALL FLOOR AND WALL PENETRATIONS WITH FRAMING SULCONTRACTOR. 14.) SEE TYPICAL DETAILS FOR LOCATIONS WHERE 3X PT SILL PLATES ARE REQUIRED. 15.) PROVIDE POS. ATTACHMENT FOR ALL BEAM TO POST, BEAM TO BEAM, POST TO BEAM, AND POST TO POST CONN'S WITH (2) ST22 STRAPS MIN. AND A35 CLIPS U.N.O. PER PLAN AND DETAILS. SEE 6/SD5 FOR ADDITIONAL INFO. 16.) DO NOT REMOVE OR MODIFY SUPPORT MEMBERS OR HARDWARE FOR EXISTING FRAMING WITHOUT THE EXPRESS WRITTEN CONSENT OF THE ENGINEER OF RECORD. 17.) ANY DISCREPANCIES BETWEEN FRAMING SHOWN AND FIELD CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ENGINEER OF RECORD. 18.) VERIFY ALL ELEVATIONS, STEPS, DIMENSIONS, WALL SIZES AND LOCATIONS, AND FLOOR ELEVATIONS WITH ARCHITECT. 19.) ALL EXPOSED FRAMING SHALL BE PRESSURE TREATED WITH TREATMENT PROCESS AND APPLICATION APPROPRIATE FOR EXPOSURE ACCORDING TO MFR'S WRITTEN GUIDELINES. 20.) PROVIDE METAL HANGERS PER 12/SDI AS REQUIRED, UNLESS NOTED OTHERWISE. 21.) ALL STRUCTURAL MEMBERS SHALL BE FASTENED IN COMPLIANCE WITH 2013 CBC FASTENING SCHEDULE, TABLE 2304.9.1, UNLESS NOTED OTHERWISE. 22.) PRIOR TO CONSTRUCTION FIELD VERIFY EXISTING CONTINUOUS CONCRETE BASEMENT WALLS SHOWN ON PLAN ARE 8" MIN. WIDTH X 4-0" MIN HEIGHT WITH (1) #4 CONT. TOP AND BOTTOM. CONTACT SUMMIT STRUCTURAL DESIGN WITH ANY DISCREPANCIES. 11'-5/2" 15'-11 " I' -9Y2"„ ���....................................... wu.........................-... �..��TiT�§ I I SII, �I C7 EXP. CMI \CF CALIF% F. DATE BY No. r THESE PLANS HAVE BEEN REVIEWED FOR CCM IPLIANCE ONLY WITH THE ATTACK"r.) STRUCTURAL CALCULAT:ONS PERMIT # BUTTE COUNTY DEVELOPMENT SE RV ICESr_ TYP EXISTING SREVIEWED FORL_J BEDROOM #1 W. oo1 CODE COMPLIAN DATE J_-Ij9, [ 1 BY MMR CHECKED BY PL DATE 11-28-16 SCALE AS SHOWN JOB NO. 016-009 SHEET S1410 I L = T-9" INC. (3) 1.5' W DOWS s SD1 (N) 2x6 WALL AT SITING AREA W/ STUDS . — . — — .-. .iii — — _1 T TT n 11 rT C` T- �L) W 11NUU W J SIM. TYP. ALL WINDOWS i I (N) 2x6 WALL W/ STUDS �— AT 16" O.C. b Y (N) 2x4 WALL SHEARWALL PLAN 1/4" = l'. SEE FLOOD ELEVATION CERTIFICATE FOR REQUIREMENTS PROVIDE "FINISHED CONSTRUCTION" FLOOD ELEVATION CERTIFICATE PRIOR TO FINAL BUILDING INSPECTION TO BUILDING DIVISION 11 A ..... STRUCTURAL NOTES Grp 1.) SEE TYPICAL NOTE SHEET SN AND TYPICAL DETAIL SHEETS SDI-SD5 FOR ADDITIONAL INFORMATION. 2.) PRIOR TO CONSTRUCTION FIELD VERIFY EXISTING CONTINUOUS FOOTINGS SHOWN ON PLAN ARE 12" WIDE X 12" EMBED WITH (1) #4 CONT. BOTT. MINIMUM. CONTACT SUMMIT STRUCTURAL DESIGN WITH ANY DISCREPANCIES. 3.) PROVIDE ANCHOR BOLT SIZE AND SPACING PER SHEAR WALL SCHEDULE AND TYPICAL DETAILS. 4.) RECOMMENDED MINIMUM SLAB SECTION: A- 4" CONCRETE SLAB WITH #3 AT 15" O.C. SECURELY LOCATED AT MID -DEPTH OF SLAB. B- 2" SAND (DELETE AT EXTERIOR SLABS) -SEE SOILS REPORT IF APPLICABLE. C- WATERPROOF MEMBRANE (DELETE AT EXTERIOR SLABS) -SEE SOILS REPORT IF APPLICABLE. D- 4" FREE DRAINING MATERIAL -SEE SOILS REPORT IF APPLICABLE. E- PROPERLY PREPARED SUBGRADE-SEE SOILS REPORT IF APPLICABLE. F- CONTRACTOR TO PROVIDE CONTROL JOINTS AT 10'-0" O.C. EA. WAY MAX. 5.) TYPICAL MINIMUM BEARING WALL FRAMING U.N.O.: EXTERIOR WALL: 2X4 DF#2 AT 16" O.C. INTERIOR WALLS: 2X4 DF STUD AT 16" O.C. 6.) SEE DETAIL 5/SDI FOR TYPICAL STUD WALL ELEVATION AND TYPICAL WALL OPENING SCHEDULE. 7.) TYPICAL FLOOR JOIST AT GROUND LEVEL SHALL BE 2X6 DF#2 AT 16" O.C. WITH 2X6 CONTINUOUS RI Y1. INSTALL ALL COMPONENTS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 8.) PROVIDE DOUBLE JOIST UNDER ALL WALLS WHERE WALLS RUN PARALLEL TO JOIST, AND UNDER ALL HEAVY FURNITURE, TUBS, EQUIPMENT, ETCETERA. 9.) PROVIDE SOLID BLOCKING IN FLOOR AT 24" O.C, PERPENDICULAR TO, AND ADJACENT TO ALL BEAMS SUPPORTING BEARING WALLS ABOVE. 10.) SUPPORT ALL TRIMMERS ABOVE WITH FLOOR/CEILING JOIST WHERE TRIMMERS CAN NOT RUN CONTINUOUSLY TO FOUNDATION. 11.) FLOOR FRAMING HAS BEEN DESIGNED FOR A MAXIMUM DEAD LOAD OF 15 PSF (INCLUDING FRAMING). CONTACT SUMMIT STRUCTURAL DESIGN, PRIOR TO CONSTRUCTION, IF FLOOR BUILD-UP WILL EXCEED 15 PSF. -------------- (E) FTG PER NOTE #2 4x4 W/ 4x4 CRIPPLE TO FNDN STRUCTURAL NOTES, CONT. 12.) TYPICAL FLOOR SHEATHING (UNO): 3/4" THICK, APA RATED SHEATHING OR RATED STURD-I-FLOOR, SPAN RATING 48/24 (24 FOR. "URD -I -FLOOR), EXPOSURE 1 STRUCTURAL PANELS, APPLIED WITH LONG DIMENSION ACROSS SUPPORTS AND ADJACENT PANELS STAGGERED WITH 4' ENDS OFFSET 4'. GLUE PANELS TO ALL FRAMING, EDGE NAIL WITH 10d COMMON RING SHANK NAILS OR EQUIV. (0.148" DIA X 3") AT 6" O.C. AT ALL PANEL EDGES, BOUNDARIES, BLOCKING AND WHERE INDICATED ON PLAN. FIELD NAIL AT 10" O.C. PROVIDE 1/8" GAPS AT ALL PANEL EDGES U.N.O. BY PANEL MANUFACTURER. 13.) PLUMBING, SPRINKLER, AND MECHANICAL SUBCONTRACTORS SHALL COORDINATE ALL FLOOR AND WALL PENETRATIONS WITH FRAMING SUBCONTRACTOR. 14.) SEE TYPICAL DETAILS FOR LOCATIONS WHERE 3X PT SILL PLATES ARE REQUIRED. 15.) PROVIDE POS. ATTACHMENT FOR ALL BEAM TO POST, BEAM TO BEAM, POST TO BEAM, AND POST TO POST CONN'S WITH (2) ST22 STRAPS MIN. AND A35 CLIPS U.N.O. PER PLAN AND DETAILS. SEE 6/SD5 FOR ADDITIONAL INFO. 16.) DO NOT REMOVE OR MODIFY SUPPORT MEMBERS OR HARDWARE FOR EXISTING FRAMING WITHOUT THE EXPRESS WRITTEN CONSENT OF THE ENGINEER OF RECORD. 17.) ANY DISCREPANCIES BETWEEN FRAMING SHOWN AND FIELD CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ENGINEER OF RECORD. 18.) VERIFY ALL ELEVATIONS, STEPS, DIMENSIONS, WALL SIZES AND LOCATIONS, AND FLOOR ELEVATIONS WITH ARCHITECT. 19.) ALL EXPOSED FRAMING SHALL BE PRESSURE TREATED WITH TREATMENT PROCESS AND .APPLICATION APPROPRIATE FOR EXPOSURE ACCORDING TO MFR'S WRITTEN GUIDELINES. 20.) PROVIDE METAL HANGERS PER 12/SDI AS REQUIRED, UNLESS NOTED OTHERWISE. 21.) ALL STRUCTURAL MEMBERS SHALL BE FASTENED IN COMPLIANCE WITH 2013 CBC FASTENING SCHEDULE, TABLE 2304.9.1, UNLESS NOTED OTHERWISE. 22.) PRIOR TO CONSTRUCTION FIELD VERIFY EXISTING CONTINUOUS CONCRETE BASEMENT WALLS SHOWN ON PLAN ARE 8" MIN. WIDTH X 4-0" MIN HEIGHT WITH (1) #4 CONT: TOP AND BOTTOM. CONTACT SUMMIT STRUCTURAL DESIGN WITH ANY DISCREPANCIES. ------------ I I (E) FOUNDATION, TYP., U.N.O. I ------L— — ------ —_---------.� 4x6 - 6x6 4x6 @�TiN(.e F2.0 FTG. UNDERCUT (E) CONT. FNDN AS REQ'D (E) BASEMENT CONC. WALL PER NOTE #22 N ..1..1.E r' 3 Al.......................". "...... "............�....... ........ ..."......... a — — — — — — — .......... t..................... ..".........""s 4x6 POST AND ;r`r-------- a'' ..." .............._........."."._. 4x6 CRIPPLE ' ` I TAI is TO I;NI�N ...�..�..�... „�," :�\:: ter:: fir,. {.` OH - - - - - - --� I.. (E) FTG PER NOTE #2 E--------------, SSTBI6 — — — — — — — — —:� — — — — — — — — — — — — — — — — —:— — — — — — — — I LAUNDRY J I I _.... ------------ 46 __4x6 4x6 I ( (N) FOUNDATION, TYP. L J I/ SD2 <ss //,?� / o ------------ ------- - \ 1b 2x6 DF#2 PT @ 16' O C ti e I@ rr C EXP. OF F. DATE BY No. THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS 4<�g�� @ ALL LOCATIONS, U.N.O.4 �~ PERMIT ,�BUTTE COUNTY DEVELOPMENT SERVICES -------------- _ REVIEWED FOR 2x6 DF#2 PT @ 16" O.C., \ ®E®IViPLIYNC ALL LOCATIONS, U.N.O. DATE BY t'l M T-10%" 3'-3�4" 4'-5" 12-73/4" FOUNDATION / FLOOR RAMING PLAN 1/4" = 1'-0" MMR CHECKED BY P� �I 11-28-16 U SCALE AS SHOWN J013 NO. 016-009 w siol F--1 U 00 04 N rn �j z N # E a) .c c C) ' c) co W W00 u M U o CT U L W � U M„� a O � W O E, W 00 o a z Ok Q � W � Q � O � Q �D z O W z Ooh � Q Q U U 3 z O W W � M W O 00 N z pZ�—lw Q Opw� wx THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS 4<�g�� @ ALL LOCATIONS, U.N.O.4 �~ PERMIT ,�BUTTE COUNTY DEVELOPMENT SERVICES -------------- _ REVIEWED FOR 2x6 DF#2 PT @ 16" O.C., \ ®E®IViPLIYNC ALL LOCATIONS, U.N.O. DATE BY t'l M T-10%" 3'-3�4" 4'-5" 12-73/4" FOUNDATION / FLOOR RAMING PLAN 1/4" = 1'-0" MMR CHECKED BY P� 11-28-16 SCALE AS SHOWN J013 NO. 016-009 SHEET siol .. �.. 1 I, -,;V,, 1 GI 1 1 10 (TATTT: A TnD 17 A T TT Tl 11 "" VENTILATION SCHEDULE @ (N) CATHEDRAL CEILING [ X ] RAFTERS [ ] UNDERFLOOR VENTED AREA IN SQ FT SQ. FT. OF NET VENTILATION AREA REQUIRED ( AREA VENTED = 150 ) SYMBOLS 400 2.7 RIDGE VENT HA COR -A -VENT V -600E HB (3) 1.5"DIA. HOLE W/ SCREEN AT EACH EXPOSED RAFTER, EDGE OF HOLE TO BE I/2 MAX. TOP EDGE OF BLOCKING YPE OF TVENTT WIDTH IN INCHES HEIGHT IN INCHES NET AREA IN SQ. FT. EACH QUANTITY AREA IN SQ FT PROVIDED RIDGE VENT COR -A -VENT V -600E --- X --- = 0.14SF/ X 31.5 L.F. = 4.4 VENT @ BLOCKING 1.5" DIA. X --- = 0.1 X (13)*3=39 = 3 9 TOTAL VENT AREA PROVIDED: (MUST EQUAL OR EXCEED NET AREA REQUIRED) = 8.3 AT 24" O.C. v✓ ROOF PLAN 1/411 = 1'-0" E m ROOF PLAN STRUCTURAL NOTES 1.) SEE TYPICAL NOTE SHEET SN AND TYPICAL DETAIL SHEETS SDI-SD5 FOR ADDITIONAL INFORMATION. 2.) TYPICAL ROOF SHEATHING (UNO): 1/2" THICK, APA, TECO, OR PITTSBURGH RATED SHEATHING, SPAN RATING 32/16, EXPOSURE 1 STRUCTURAL PANELS, APPLIED WITH LONG DIMENSION ACROSS SUPPORTS AND ADJACENT PANELS STAGGERED WITH 4' ENDS OFFSET 4'. EDGE NAIL WITH 8d COMMON OR EQUIVALENT (0.131" DIA X 2 1/2") AT 6" O.C. AT ALL PANEL EDGES, BOUNDARIES, GABLE ENDS, BLOCKING AND WHERE INDICATED ON PLAN. FIELD NAIL AT 12" O.C. PROVIDE 1/8" GAP AT ALL PANEL EDGES U.N.O. BY PANEL MANUFACTURER. AT ALL LOW SLOPE ROOFS PROVIDE (1) PANEL CLIP MIN. BETWEEN SUPPORTS AT ABUTTING PANEL EDGES. 3.) SEE NOTE SECTION 8 -SN FOR ROOF TRUSSES BY OTHERS. 4.) TYPICAL HEADER BELOW SHALL BE 4X12 DF -L #2 UNO. 5.) PROVIDE 4X6 POST MIN. U.N.O. AT ALL BEAM AND u,RDER TRUSS BEARING POINTS AND CONTINUE IN WALL TO FOUNDATION. 6.) ROOF FRAMING NOTE: CUT AND STACKED ROOF SYSTEMS SHALL BE BUILT TO THE CONVENTIONAL FRAMING REQUIREMENTS OF THE CALIFORNIA BUILDING CODE (CBC 2308.10). PURLINS, BRACES, INTERMEDIATE SUPPORTS, AND CONNECTIONS SHALL BE PROVIDED BY THE CONTRACTOR WHICH ARE CAPABLE OF TRANSMITTING ALL GRAVITY AND WIND LOADS TO THE FOUNDATION. 7.) PROVIDE POS. ATTACHMENT OF ALL POST TO BEAM, BEAM TO BEAM, BEAM TO POST, AND POST TO POST CONN'S WITH (2) ST22 STRAPS MIN. AND A35 CLIPS, U.N.O. PER PLAN AND DETAILS. SEE 6/SD5 FOR ADDITIONAL INFO. 8.) DO NOT REMOVE OR MODIFY SUPPORT MEMBERS OR HARDWARE FOR EXISTING FRAMING WITHOUT THE EXPRESS WRITTEN CONSENT OF THE ENGINEER OF RECORD. 9.) ANY DISCREPANCIE, 3ETWEEN FRAMING SHOWN AND FIELD CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ENGINEER OF RECORD. 10.) ALL EXPOSED FRAMING SHALL BE PRESSURE TREATED WITH TREATMENT PROCESS AND APPLICATION APPROPRIATE FOR EXPOSURE ACCORDING TO MFR'S WRITTEN GUIDELINES. 11.) ROOF TRUSS LAYOUT SHALL BE REVIEWED BY ENGINEER AS TRUSS DESIGNS BECOME AVAILABLE FROM TRUSS MANUFACTURER. CONTRACTOR SHALL OBTAIN SIGNED TRUSS REVIEW LETTER FROM THE ENGINEER OF RECORD AND BUILDING DEPARTMENT APPROVAL PRIOR TO Cr)NSTRUCTION. 12.) CONTRACTOR TO VERIFY THE LOCATION AND LOADING OF ALL TRUSS TO TRUSS MECHANICAL CONNECTIONS. IMMEDIATELY NOTIFY TRUSS COMPANY OF ANY DISCREPANCIES. 13.) PROVIDE METAL HANGERS PER 12/SDI AS REQUIRED, UNLESS NOTED OTHERWISE. 14.) ALL STRUCTURAL MEMBERS SHALL BE FASTENED IN COMPLIANCE WITH 2013 CBC FASTENING SCHEDULE, TABLE 2304.9.1, UNLESS NOTED OTHERWISE. D �� -Y O C m * EXP. tb �. OWL OF CA��d THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS PERMIT # BUTTE COUNTY DEVEL01"'MENT SERVICES. REVIEWED FOR CODE COMPLIANCE DATE��y�7 BY lelz MMR CHECKED BY PL DATE 11-28-16 SCALE AS SHOWN JOB NO. 016-009 SHEET S2,00 CONDITIONS THAT ARE SHOWN ON THE DESIGN DOCUMENTS. E) ANY CONDITIONS NOTED AS EXISTING MUST BE FIELD VERIFIED BY THE CONTRACTOR, AND ANY DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER WITHOUT PROCEEDING WITH CONSTRUCTION PRIOR TO THE REVIEW OF THE ENGINEER. F) ALL WATERPROOFING AND FLASHING (ROOFS, FOUNDATIONS, GARAGE FLOORS, ETC...) IS THE RESPONSIBILITY OF THE CONTRACTOR OR OWNER. G) SHOP DRAWINGS: SHOP DRAWINGS ARE SUPERCEDED BY THE STRUCTURAL DRAWINGS UNDER ALL CIRCUMSTANCES. THE GENERAL CONTRACTOR SHALL VERIFY THAT ALL CONSTRUCTION IS IN FULL AGREEMENT WITH THE LATEST STRUCTURAL DRAWINGS. REVIEW OF SHOP DRAWINGS BY THE ENGINEER OF RECORD DOES NOT GUARANTEE IN ANYWAY THE THE SHOP DRAWINGS ARE CORRECT, NOR DOES IT INFER THAT THEY SUPERCEDE THE STRUCTURAL DRAWINGS. H) WALL FINISH SYSTEMS SUCH AS STUCCO SHALL BE APPLIED OVER FOAM BASE OR OTHER METHOD OF ADEQUATELY ALLOWING THE FINISH TO EXPAND AND CONTRACT WITHOUT CRACKING. THE OWNER OR CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEFECTS IN THE FINISHES. 1) SPECIAL INSPECTION: SPECIAL INSPECTION PER SECTION 1701 OF THE CBC SHALL BE PROVIDED FOR THE FOLLOWING TYPES OF CONSTRUCTION: EPDXY/MECHANICAL CONCRETE ANCHORS THE SPECIAL INSPECTOR SHALL BE ACCEPTABLE TO THE STRUCTURAL ENGINEER AND BUILDING DEPARTMENT, SHALL BE ICBO QUALIFIED, AND THEIR EXPERIENCE SHALL BE COMMENSURATE WITH THIS TYPE OF PROJECT. 2. SITE WORK / FOUNDATIONS A) ASSUMED MAXIMUM SOIL BEARING = 1500 PSF PER CBC TABLE 1806.2 (NO SOILS REPORT PROVIDED). B) BUILDING SITE IS ASSUMED TO BE DRAINED AND FREE OF CLAY OR EXPANSIVE SOIL. ENGINEER HAS NOT MADE A GEOTECHNICAL REVIEW OF SITE, ANY OTHER CONDITIONS ENCOUNTERED MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER. C) THESE CALCULATIONS ASSUME STABLE, UNDISTURBED SOILS AND LEVEL OR STEPPED FOOTINGS. ANY OTHER CONDITIONS SHOULD BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO THE CONSTRUCTION OF THE FOUNDATIONS. D) ALL FOOTINGS INCLUDING RETAINING WALL FOOTINGS, SPREAD FOOTINGS, WALL FOOTINGS, AND GRADE BEAMS SHALL BEAR ON UNDISTURBED SOIL WITH A FOOTING DEPTH BELOW FROSTLINE (12" TO 24" AS PER LOCAL REQUIREMENTS). E) BOTTOM OF ALL FOUNDATION TRENCHES SHALL BE CLEAN AND LEVEL. F) ALL FINISHED GRADE SHALL SLOPE AT A MINIMUM SLOPE OF 5% AWAY FROM ALL FOUNDATIONS A MINIMUM OF 10 FEET HORIZONTAL. G) FOUNDATIONS SHALL NOT BE SCALED FROM PLAN OR DETAIL DRAWINGS. H) FILL MATERIAL SHALL BE FREE FROM DEBRIS, VEGETATION, AND OTHER FOREIGN SUBSTANCES. 1) USE 4" DIAMETER PERFORATED PIPE SUB -DRAIN BEHIND ALL RETAINING WALLS. SLOPE PIPE TO DRAIN TO DAYLIGHT. J.) FOR FOOTINGS PLACED ON OR ADJACENT TO SLOPES, A GEOTECHNICAL ENGINEER MUST APPROVE FOOTING PLACEMENTS IN VIOLATION OF FIGURE 1808.7.1 OF 2013 CBC. THIS ENGINEER SHALL NOT BE LIABLE FOR ANY FOUNDATION NOT IN STRICT CONFORMANCE TO SECTION 1808 OF THE 2013 CBC. K.) WHERE LOADING TO EXISTING FOUNDATIONS IS NOT SUBSTANTIALLY INCREASED OR MODIFIED, NO DESIGN RECOMMENDATIONS HAVE BEEN MADE FOR THE SUITABILITY OF THE EXISTING FOUNDATIONS. ONLY THOSE FOUNDATIONS WHERE LOADS HAVE BEEN ADDED BY A SECOND STORY HAVE BEEN INCLUDED IN THE DESIGN. THE OWNER SHALL BE ADVISED THAT EXISTING FOUNDATIONS MAY NOT BE STRUCTURALLY ADEQUATE AND SETTLEMENT, CRACKING, AND OTHER PROBLEMS ASSOCIATED WITH EXISTING FOUNDATIONS ARE BEYOND THE SCOPE OF THIS DESIGN. IF REVIEW OF THE EXISTING FOUNDATIONS IS REQUIRED, A GEOTECHNICAL ENGINEER SHOULD BE CONTACTED TO DETERMINE THE EXTENT AND ADEQUACY OF THE EXISTING, UN -MODIFIED PORTIONS OF THE FOUNDATIONS. 3. CONCRETE / REINFORCING A) CONCRETE SHALL HAVE A MINIMUM 28 DAY STRENGTH OF 2,500 PSI U.N.O. C) ALL CEMENT USED SHALL CONFORM TO ASTM C-150 AND SHALL BE TYPE II OR TYPE III LOW ALKALI. D) AGGREGATE SHALL CONFORM TO ASTM C-33 AND SHALL NOT CONTAIN MATERIALS WHICH ARE ALKALI REACTIVE AS DETERMINED BY ASTM C-227,289, AND 295. IF TEST DATA IS UNAVAILABLE IN REGARDS TO ALKALI REACTIVE MATERIALS, PROVIDE CEMENT WITH A MAXIMUM ALKALI CONTENT LESS THAN 0.45% BY WEIGHT. E) CONCRETE EXPOSED TO FREEZING OR THAWING SHALL BE PROTECTED IN ACCORDANCE TO THE LATEST EDITION OF THE ACI 318. F) SLABS ON GRADE SHALL BE PER THE CONTRACTOR. SUMMIT STRUCTURAL DESIGN RECOMMENDS THE FOLLOWING AS A MINIMUM SLAD-ON-GRADE: AT GARAGE SLABS, USE 4" THICK S.O.G. WITH #3 BARS AT 15" O.C. EACH WAY ABOVE MID -DEPTH OF SLAB OVER 2" SAND, OVER MOISTURE BARRIER, OVER 4" AGGREGATE BASE. USE 3-1/2" SLAB WITH #3 AT 15" E.W. ABOVE MID -DEPTH OF SLAB, OR 6X6 WWF ABOVE MID -DEPTH OF SLAB WITH SAME SUB -SLAB BUILDUP AT ALL OTHER AREAS. G) SAW -CUT TOP 3/4" OF SLAB FOR CRACK CONTROL AT INTERVALS NOT TO EXCEED 10'4" WHERE SLAB IS REINFORCED, SAW CUT AT INTERVALS NOT TO EXCEED 7'-0" WHERE SLAB IS UN -REINFORCED. 6-1 MATERIALS: A.) SHEATHING: 1. ROOF SHEATHING: SEE PLANS 2. FLOOR SHEATHING: SEE PLANS 3. WALL SHEATHING: SEE PLANS B.) GLUE -LAMS: GLUE -LAMS SHALL BE 24F -V4 U.N.O. WITH A CAMBER OF R=1600' U.N.O. GLUE -LAMS EXPOSED TO WEATHER MUST BE RATED FOR EXTERIOR USE BY THE MANUFACTURER. GLUED LAMINATED FABRICATON SHALL BE PERFORMED 114 AN APPROVED FABRICATORS SHOP IN ACCORDANCE WITH CBC 2303.1.3, AITC A190.1, AND ASTM D 3737. BEAM INSPECTION CERTIFICATES SHALL BE SUBMITTED TO THE FIELD INSPECTOR PRIOR TO COMPLETION OF FRAME INSPECTION IN ACCORDANCE WITH CBC 1704.2. C.) MICRO -LAMS: MICRO-L'kMS (LAMINATED VENEER LUMBER) SHALL HAVE FB = 3100 PSI AND FV = 285 PSI MIN., AND SHALL BE MANUFACTURED, APPROVED AND IDENTIFIED AS PER NER-481. D.) SILL PLATES: SILL PLATES SHALL BE PRESSURE TREATED DOUGLAS FIR WITH 1/2" DIAMETER ANCHOR BOLTS AND 3" X 3" X.229" PLATE WASHERS LOCATED AT 6'-0" O.C. MAX. WITH ONE BOLT LOCATED 1'-0" MAXIMUM FROM EACH END OF EACH PIECE. RE -TREAT CUT ENDS WHERE REQUIRED. E.) FRAMING LUMBER: ALL FRAMING LUMBER SHALL BE DOUGLAS FIR LARCH AS GRADED BY THE W.W.P.A. OR W.C.L.I.B. AND SHALL HAVE A MOISTURE CONTENT LESS THAN 19%, U.N.O. 1. STUDS SHALL BE STUD GRADE OR BETTER. 2. ALL POSTS SHALL BE DF -L #1 U.N.O. 3. 2X AND 3X RAFTERS SHALL BE DF -L #2 U.N.O. 4. 2X JOISTS SHALL BE DF -L #2 U.N.O. 5. CONCEALED BEAMS SHALL BE DF -L #2. 6. EXPOSED BEAMS SHALL BE DF -L #1 APPEARANCE GRADE FOHC (4X6 AND LARGER). 7. ALL BEAMS 6X AND LARGER SHALL BE FREE OF HEART CENTER. F.) NAILS: ALL NAILS SHALL BE COMMON U.N.O. WHERE EXPOSED TO WEATHER OR WITHIN 18" OF FOUNDATION, NAILS SHALL BE GALVANIZED. G.) BOLTS AND LAG SCREWS: BOLTS AND LAG SCREWS SHALL BE ASTM A-307 U.N.O. AND PROVIDED NEW AND WITHOUT EXCESSIVE RUST. H.) ALL HARDWARE CALLED SHALL BE SIMPSON STRONG -TIE CO., OR ENGINEER APPROVED EQUIVALENT, INSTALLED PER MANUFACTURER'S RECOMMENDATIONS WITH ALL HOLES FILLED WITH RECOMMENDED FASTENERS. USP HARDWARE MAY BE USED IN LIEU OF SIMPSON HARDWARE WITH WRITTEN APPROVAL FROM STRUCTURAL ENGINEER OF RECORD. ALL METAL HANGERS, CONNECTORS, AND FASTENERS IN CONTACT WITH PRESSURE TRFATED WOOD SHALL BE STAINLESS STEEL OR OTHERWISE CERTIFIED BY THE MANUFACTURER TO RESIST CORROSION CAUSED BY THE SPECIFIC TREATMENT APPLIED TO THE WOOD AND/OR METALS. 6-2 GENERAL FRAMING: A.) MINIMUM NAILING: MINIMUM NAILING SHALL BE PER 2013 CBC TABLE 2304.9.1. B.) LARGER MEMBERS: ALL FRAMING MEMBERS SPECIFIED IN THESE CALCULATIONS ARE MINIMUMS, LARGER MEMBERS MAY BE SUBSTITUTED AT CONTRACTORS OPTION. C.) SHRINKAGE: CARE SHALL BE TAKEN TO ALLOW FOR EFFECTS OF SHRINKAGE WHICH COULD CAUSE SETTLEMENT OF ROOF AND OR FLOORS AND COULD LEAD TO FAILURE OF ASSOCIATED FRAMING MEMBERS. THE CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO PROTECT FRAMING FROM THE EFFECTS OF SHRINKAGE. D.) ALL STRUCTURAL FRAMING MEMBER WITH EXTERIOR EXPOSURE SHALL BE PRESSURE TREATED OR BE OF MATERIAL THAT IS NATURALLY RESISTANCE TO DECAY. 6-3 BEAM FRAMING: A.) BUILT UP BEAMS: ALL BUILT UP, LAMINATED DOUBLE OR MULTIPLE 2X JOISTS AND BEAMS SHALL BE NAILED TOGETHER WITH 16d NAILS AT 6" O.C., T&B U.N.O. B.) DOUBLE JOISTS: PROVIDE DOUBLE FLOOR JOISTS UNDER PARTITION WALLS RUNNING PARALLEL TO JOIST SPAN AND UNDER ALL LOCATIONS WHERE TUBS MAY BE LOCATED. ADEQUATE SUPPORT SHALL BE PROVIDED FOR ALL OTHER EQUIPMENT OR FURNISHINGS WHICH MAY NOT BE SHOWN ON THE STRUCTURAL DRAWINGS INCLUDING BUT NOT LIMITED TO: HOT WATER HEATER, STOVE, REFRIGERATOR, OVEN, FIRE PLACE ENCLOSURES, WOOD BURNING STOVE, ETCETERA. C.) BLOCKING: PROVIDE SOLID BLOCKING IN JOIST FRAMING ABOVE ALL SUPPORTS ICC REPORT. GENERAL STRUCTURAL NOTES 1. GENERAL 3. CONCRETE / REINFORCING CONTINUED 6. FRAMING / LUMBER CONTINUED 9. DESIGN LOADS A) ALL WORK SHALL CONFORM TO THE 2013 CBC AND ALL APPLICABLE LOCAL CODES. 1) REINFORCEMENT COVER SHALL BE AS FOLLOWS: 6-4 POSTS/TRIMMERS: A) THE STRUCTURE HAS BEEN DESIGNED FOR THE FOLLOWING CRITERIA PER CBC CHAPTER 16, DIVISIONS I, 11, III, AND IV U.N.O.: B) THE ENGINEER (SUMMIT STRUCTURAL DESIGN) HAS PROVIDED AND IS RESPONSIBLE FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO SOIL: 3" A.) SUPPORT: SUPPORT ALL UPPER LEVEL POSTS AND TRIMMERS IN LOWER LEVELS WITH SPECIFIC STRUCTURAL ITEMS ONLY. ALL OTHER REQUIREMENTS OF THE BUILDING CODE CONCRETE WITH SOIL OR WEATHER EXPOSURE: EQUIVALENT FRAMING AND BLOCK OR OTHERWISE FRAME POSTS THROUGH FLOOR SYSTEMS. B) SEISMIC: INCLUDING WATERPROOFING, FIREPROOFING, DRAINAGE, HANDICAP ACCESSIBILITY, EGRESS #5 BARS AND SMALLER 1 %" SEISMIC IMPORTANCE FACTOR: 1 REQUIREMENTS, PARKING, AND ALL OTHER DESIGN REQUIREMENTS NOT SPECIFICALLY SHOWN #6 BARS AND LARGER 2" B.) WHERE POSTS WITH COLUMN CAPS OR BEARING PLATES ARE SPECIFIED, THE LOAD IS TO BE KIPS MAPPED SPECTAL RESPONSE ACCELERATIONS: Ss = 0.619, S1= 0.278 LET -IN BRACES: LET IN BRACES SHALL NOT BE USED FOR TEMPORARY BRACING ON ANY IN THE STRUCTURAL DESIGN CALCULATIONS, ARE THE RESPONSIBILITY OF THE CONTRACTOR OR CONCRETE WITHOUT SOIL OR WEATHER EXPOSURE: 3/4" L TRANSFERRED TO THE FOUNDATION BY VERTICAL GRAIN ONLY, U.N.O. SEISMIC SITE CLASS: D ADJ OWNER. SHOULD ANY CHANGES BE MADE FROM THE DESIGN AS SPECIFIED IN THESE LLH LONG LEG HORIZ. ACCEPTABLE ALTERNATIVE. SPECTRAL RESPONSE COEFFICIENTS: SDS = 0.539, SD1= 0.341, Cs = 0.08 ALTERNATE DOCUMENTS WITHOUT THE WRITTEN APPROVAL FROM THE ENGINEER, THEN THE ENGINEER J) REINFORCEMENT SHALL BE GRADE 60 PER ASTM A615 U.N.O. LAP BOTTOM REINFORCING (60) 6-5 WALL FRAMING: ARCH SEISMIC DESIGN CATEGORY: D LONG WILL ASSUME NO RESPONSIBILITY FOR ANY ELEMENT OR SYSTEM OF THE STRUCTURE. BAR DIAMETERS U.N.O. AND LAP TOP REINFORCING, PLACED ABOVE 12 OF CONCRETE OR SEE NOTE 6-1 D FOR SILL AND ANCHOR BOLT SPECIFICATIONS. BLDG BUILDING BASIC SEISMIC -FORCE -RESISTING SYSTEM: LIGHT FRAMED SHEAR WALLS LONG SLOTTED HOLE MORE, (80) BAR DIAMETERS U.N.O. A.) DOUBLE TOP PLATE SPLICES: SPLICES AND JOINTS IN DOUBLE TOP PLATE OF STUD BEARING LVL SEISMIC BASE SHEAR: 7.9 KIPS C) THE DRAWINGS AND CALCULATIONS REPRESENT THE FINISHED STRUCTURE, AND, UNLESS BM BEAM WALL SHALL OCCUR AT THE CENTER LINE OF SUPPORTING STUD. TOP PLATE SPLICES OF STUD MAXIMUM RESPONSE MODIFICATION FACTOR: R = 6.5 PER PLANS AND DETAILS. SPECIFICALLY NOTED OTHERWISE, DO NOT SHOW THE METHOD OF CONSTRUCTION. THE K) #5 AND LARGER REBAR SHALL NOT BE RE-BENT. MB WALLS SHALL BE 48"LONG WITH (12) 16d SINKERS EACH SIDE OF EACH SPLICE U.N.O. WHERE ANALYSIS PROCEDURE USED: EQUIVALENT STATIC FORCE PROCEDURE BTF CONTRACTOR IS RESPONSIBLE FOR THE METHOD OF CONSTRUCTION, AND SHALL PROVIDE ALL MECH MECHANICAL SPLICE IS INTERRUPTED, USE ST6224 STRAP U.N.O. BTWN BETWEEN MEASURES NECESSARY TO PROTECT THE PUBLIC, CONSTRUCTION WORKERS, AND THE L) ALL REINFORCING STEEL AND ANCHOR BOLTS SHALL BE ACCURATELY LOCATED AND C) WIND: MIN STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE FORMING, SHORING, ADEQUATELY SECURED IN POSITION BEFORE AND DURING CONCRETE PLACEMENT. B.) FIRE BLOCKS: FIRE BLOCK STUD WALLS AT MID -HEIGHT WHERE STUD LENGTH EXCEEDS 10'-G". CONTROL JOINT WIND SPEED: 110 MPH MISCELLANEOUS BRACING, SCAFFOLDING, ETCETERA. CIP CAST -IN-PLACE CONCRETE MTL WIND EXPOSURE: C B.) ALL BOLTS, NUTS, AND LAG SCREWS SHALL BE PROVIDED WITH FLAT OR MALLEABLE CJ CONSTRUCTION JOINT MIS -PLACED ANCHOR BOLTS: WHERE ANCHOR BOLTS HAVE BEEN INCORRECTLY PLACED, NEW D) IF A PARTICULAR FEATURE OF CONSTRUCTION IS NOT FULLY SHOWN ON THE DRAWINGS OR INC.) 6. FRAMING/LUMBER NS USE SIMPSON SET EPDXY WITH ANCHOR OF SAME DIAMETER WITH 7" EMBEDMENT IN D) LOADS: LIVE L CMU THE CALCULATIONS, THEN IT SHALL BE CONSTRUCTED IN THE SAME CHARACTER AS SIMILAR NSA NELSON STUD ANCHOR CONCRETE AND INSTALLATION PER MANUFACTURERS RECOMMENDATIONS AND CURRENT ALL BOLTS AND LAG SCREWS SHALL BE TIGHTENED UPON INSTALLATION AND RE -TIGHTENED ROOF 20 PSF COLUMN NTS NOT TO SCALE BEFORE CLOSING IN OR AT COMPLETION OF JOB. CONC FLOOR 40 PSF CONDITIONS THAT ARE SHOWN ON THE DESIGN DOCUMENTS. E) ANY CONDITIONS NOTED AS EXISTING MUST BE FIELD VERIFIED BY THE CONTRACTOR, AND ANY DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER WITHOUT PROCEEDING WITH CONSTRUCTION PRIOR TO THE REVIEW OF THE ENGINEER. F) ALL WATERPROOFING AND FLASHING (ROOFS, FOUNDATIONS, GARAGE FLOORS, ETC...) IS THE RESPONSIBILITY OF THE CONTRACTOR OR OWNER. G) SHOP DRAWINGS: SHOP DRAWINGS ARE SUPERCEDED BY THE STRUCTURAL DRAWINGS UNDER ALL CIRCUMSTANCES. THE GENERAL CONTRACTOR SHALL VERIFY THAT ALL CONSTRUCTION IS IN FULL AGREEMENT WITH THE LATEST STRUCTURAL DRAWINGS. REVIEW OF SHOP DRAWINGS BY THE ENGINEER OF RECORD DOES NOT GUARANTEE IN ANYWAY THE THE SHOP DRAWINGS ARE CORRECT, NOR DOES IT INFER THAT THEY SUPERCEDE THE STRUCTURAL DRAWINGS. H) WALL FINISH SYSTEMS SUCH AS STUCCO SHALL BE APPLIED OVER FOAM BASE OR OTHER METHOD OF ADEQUATELY ALLOWING THE FINISH TO EXPAND AND CONTRACT WITHOUT CRACKING. THE OWNER OR CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEFECTS IN THE FINISHES. 1) SPECIAL INSPECTION: SPECIAL INSPECTION PER SECTION 1701 OF THE CBC SHALL BE PROVIDED FOR THE FOLLOWING TYPES OF CONSTRUCTION: EPDXY/MECHANICAL CONCRETE ANCHORS THE SPECIAL INSPECTOR SHALL BE ACCEPTABLE TO THE STRUCTURAL ENGINEER AND BUILDING DEPARTMENT, SHALL BE ICBO QUALIFIED, AND THEIR EXPERIENCE SHALL BE COMMENSURATE WITH THIS TYPE OF PROJECT. 2. SITE WORK / FOUNDATIONS A) ASSUMED MAXIMUM SOIL BEARING = 1500 PSF PER CBC TABLE 1806.2 (NO SOILS REPORT PROVIDED). B) BUILDING SITE IS ASSUMED TO BE DRAINED AND FREE OF CLAY OR EXPANSIVE SOIL. ENGINEER HAS NOT MADE A GEOTECHNICAL REVIEW OF SITE, ANY OTHER CONDITIONS ENCOUNTERED MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER. C) THESE CALCULATIONS ASSUME STABLE, UNDISTURBED SOILS AND LEVEL OR STEPPED FOOTINGS. ANY OTHER CONDITIONS SHOULD BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO THE CONSTRUCTION OF THE FOUNDATIONS. D) ALL FOOTINGS INCLUDING RETAINING WALL FOOTINGS, SPREAD FOOTINGS, WALL FOOTINGS, AND GRADE BEAMS SHALL BEAR ON UNDISTURBED SOIL WITH A FOOTING DEPTH BELOW FROSTLINE (12" TO 24" AS PER LOCAL REQUIREMENTS). E) BOTTOM OF ALL FOUNDATION TRENCHES SHALL BE CLEAN AND LEVEL. F) ALL FINISHED GRADE SHALL SLOPE AT A MINIMUM SLOPE OF 5% AWAY FROM ALL FOUNDATIONS A MINIMUM OF 10 FEET HORIZONTAL. G) FOUNDATIONS SHALL NOT BE SCALED FROM PLAN OR DETAIL DRAWINGS. H) FILL MATERIAL SHALL BE FREE FROM DEBRIS, VEGETATION, AND OTHER FOREIGN SUBSTANCES. 1) USE 4" DIAMETER PERFORATED PIPE SUB -DRAIN BEHIND ALL RETAINING WALLS. SLOPE PIPE TO DRAIN TO DAYLIGHT. J.) FOR FOOTINGS PLACED ON OR ADJACENT TO SLOPES, A GEOTECHNICAL ENGINEER MUST APPROVE FOOTING PLACEMENTS IN VIOLATION OF FIGURE 1808.7.1 OF 2013 CBC. THIS ENGINEER SHALL NOT BE LIABLE FOR ANY FOUNDATION NOT IN STRICT CONFORMANCE TO SECTION 1808 OF THE 2013 CBC. K.) WHERE LOADING TO EXISTING FOUNDATIONS IS NOT SUBSTANTIALLY INCREASED OR MODIFIED, NO DESIGN RECOMMENDATIONS HAVE BEEN MADE FOR THE SUITABILITY OF THE EXISTING FOUNDATIONS. ONLY THOSE FOUNDATIONS WHERE LOADS HAVE BEEN ADDED BY A SECOND STORY HAVE BEEN INCLUDED IN THE DESIGN. THE OWNER SHALL BE ADVISED THAT EXISTING FOUNDATIONS MAY NOT BE STRUCTURALLY ADEQUATE AND SETTLEMENT, CRACKING, AND OTHER PROBLEMS ASSOCIATED WITH EXISTING FOUNDATIONS ARE BEYOND THE SCOPE OF THIS DESIGN. IF REVIEW OF THE EXISTING FOUNDATIONS IS REQUIRED, A GEOTECHNICAL ENGINEER SHOULD BE CONTACTED TO DETERMINE THE EXTENT AND ADEQUACY OF THE EXISTING, UN -MODIFIED PORTIONS OF THE FOUNDATIONS. 3. CONCRETE / REINFORCING A) CONCRETE SHALL HAVE A MINIMUM 28 DAY STRENGTH OF 2,500 PSI U.N.O. C) ALL CEMENT USED SHALL CONFORM TO ASTM C-150 AND SHALL BE TYPE II OR TYPE III LOW ALKALI. D) AGGREGATE SHALL CONFORM TO ASTM C-33 AND SHALL NOT CONTAIN MATERIALS WHICH ARE ALKALI REACTIVE AS DETERMINED BY ASTM C-227,289, AND 295. IF TEST DATA IS UNAVAILABLE IN REGARDS TO ALKALI REACTIVE MATERIALS, PROVIDE CEMENT WITH A MAXIMUM ALKALI CONTENT LESS THAN 0.45% BY WEIGHT. E) CONCRETE EXPOSED TO FREEZING OR THAWING SHALL BE PROTECTED IN ACCORDANCE TO THE LATEST EDITION OF THE ACI 318. F) SLABS ON GRADE SHALL BE PER THE CONTRACTOR. SUMMIT STRUCTURAL DESIGN RECOMMENDS THE FOLLOWING AS A MINIMUM SLAD-ON-GRADE: AT GARAGE SLABS, USE 4" THICK S.O.G. WITH #3 BARS AT 15" O.C. EACH WAY ABOVE MID -DEPTH OF SLAB OVER 2" SAND, OVER MOISTURE BARRIER, OVER 4" AGGREGATE BASE. USE 3-1/2" SLAB WITH #3 AT 15" E.W. ABOVE MID -DEPTH OF SLAB, OR 6X6 WWF ABOVE MID -DEPTH OF SLAB WITH SAME SUB -SLAB BUILDUP AT ALL OTHER AREAS. G) SAW -CUT TOP 3/4" OF SLAB FOR CRACK CONTROL AT INTERVALS NOT TO EXCEED 10'4" WHERE SLAB IS REINFORCED, SAW CUT AT INTERVALS NOT TO EXCEED 7'-0" WHERE SLAB IS UN -REINFORCED. 6-1 MATERIALS: A.) SHEATHING: 1. ROOF SHEATHING: SEE PLANS 2. FLOOR SHEATHING: SEE PLANS 3. WALL SHEATHING: SEE PLANS B.) GLUE -LAMS: GLUE -LAMS SHALL BE 24F -V4 U.N.O. WITH A CAMBER OF R=1600' U.N.O. GLUE -LAMS EXPOSED TO WEATHER MUST BE RATED FOR EXTERIOR USE BY THE MANUFACTURER. GLUED LAMINATED FABRICATON SHALL BE PERFORMED 114 AN APPROVED FABRICATORS SHOP IN ACCORDANCE WITH CBC 2303.1.3, AITC A190.1, AND ASTM D 3737. BEAM INSPECTION CERTIFICATES SHALL BE SUBMITTED TO THE FIELD INSPECTOR PRIOR TO COMPLETION OF FRAME INSPECTION IN ACCORDANCE WITH CBC 1704.2. C.) MICRO -LAMS: MICRO-L'kMS (LAMINATED VENEER LUMBER) SHALL HAVE FB = 3100 PSI AND FV = 285 PSI MIN., AND SHALL BE MANUFACTURED, APPROVED AND IDENTIFIED AS PER NER-481. D.) SILL PLATES: SILL PLATES SHALL BE PRESSURE TREATED DOUGLAS FIR WITH 1/2" DIAMETER ANCHOR BOLTS AND 3" X 3" X.229" PLATE WASHERS LOCATED AT 6'-0" O.C. MAX. WITH ONE BOLT LOCATED 1'-0" MAXIMUM FROM EACH END OF EACH PIECE. RE -TREAT CUT ENDS WHERE REQUIRED. E.) FRAMING LUMBER: ALL FRAMING LUMBER SHALL BE DOUGLAS FIR LARCH AS GRADED BY THE W.W.P.A. OR W.C.L.I.B. AND SHALL HAVE A MOISTURE CONTENT LESS THAN 19%, U.N.O. 1. STUDS SHALL BE STUD GRADE OR BETTER. 2. ALL POSTS SHALL BE DF -L #1 U.N.O. 3. 2X AND 3X RAFTERS SHALL BE DF -L #2 U.N.O. 4. 2X JOISTS SHALL BE DF -L #2 U.N.O. 5. CONCEALED BEAMS SHALL BE DF -L #2. 6. EXPOSED BEAMS SHALL BE DF -L #1 APPEARANCE GRADE FOHC (4X6 AND LARGER). 7. ALL BEAMS 6X AND LARGER SHALL BE FREE OF HEART CENTER. F.) NAILS: ALL NAILS SHALL BE COMMON U.N.O. WHERE EXPOSED TO WEATHER OR WITHIN 18" OF FOUNDATION, NAILS SHALL BE GALVANIZED. G.) BOLTS AND LAG SCREWS: BOLTS AND LAG SCREWS SHALL BE ASTM A-307 U.N.O. AND PROVIDED NEW AND WITHOUT EXCESSIVE RUST. H.) ALL HARDWARE CALLED SHALL BE SIMPSON STRONG -TIE CO., OR ENGINEER APPROVED EQUIVALENT, INSTALLED PER MANUFACTURER'S RECOMMENDATIONS WITH ALL HOLES FILLED WITH RECOMMENDED FASTENERS. USP HARDWARE MAY BE USED IN LIEU OF SIMPSON HARDWARE WITH WRITTEN APPROVAL FROM STRUCTURAL ENGINEER OF RECORD. ALL METAL HANGERS, CONNECTORS, AND FASTENERS IN CONTACT WITH PRESSURE TRFATED WOOD SHALL BE STAINLESS STEEL OR OTHERWISE CERTIFIED BY THE MANUFACTURER TO RESIST CORROSION CAUSED BY THE SPECIFIC TREATMENT APPLIED TO THE WOOD AND/OR METALS. 6-2 GENERAL FRAMING: A.) MINIMUM NAILING: MINIMUM NAILING SHALL BE PER 2013 CBC TABLE 2304.9.1. B.) LARGER MEMBERS: ALL FRAMING MEMBERS SPECIFIED IN THESE CALCULATIONS ARE MINIMUMS, LARGER MEMBERS MAY BE SUBSTITUTED AT CONTRACTORS OPTION. C.) SHRINKAGE: CARE SHALL BE TAKEN TO ALLOW FOR EFFECTS OF SHRINKAGE WHICH COULD CAUSE SETTLEMENT OF ROOF AND OR FLOORS AND COULD LEAD TO FAILURE OF ASSOCIATED FRAMING MEMBERS. THE CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO PROTECT FRAMING FROM THE EFFECTS OF SHRINKAGE. D.) ALL STRUCTURAL FRAMING MEMBER WITH EXTERIOR EXPOSURE SHALL BE PRESSURE TREATED OR BE OF MATERIAL THAT IS NATURALLY RESISTANCE TO DECAY. 6-3 BEAM FRAMING: A.) BUILT UP BEAMS: ALL BUILT UP, LAMINATED DOUBLE OR MULTIPLE 2X JOISTS AND BEAMS SHALL BE NAILED TOGETHER WITH 16d NAILS AT 6" O.C., T&B U.N.O. B.) DOUBLE JOISTS: PROVIDE DOUBLE FLOOR JOISTS UNDER PARTITION WALLS RUNNING PARALLEL TO JOIST SPAN AND UNDER ALL LOCATIONS WHERE TUBS MAY BE LOCATED. ADEQUATE SUPPORT SHALL BE PROVIDED FOR ALL OTHER EQUIPMENT OR FURNISHINGS WHICH MAY NOT BE SHOWN ON THE STRUCTURAL DRAWINGS INCLUDING BUT NOT LIMITED TO: HOT WATER HEATER, STOVE, REFRIGERATOR, OVEN, FIRE PLACE ENCLOSURES, WOOD BURNING STOVE, ETCETERA. C.) BLOCKING: PROVIDE SOLID BLOCKING IN JOIST FRAMING ABOVE ALL SUPPORTS PERMIT # - BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR C E COMPLIANCE DATE BY Q�OFESSI�Nq ,� --A 2 C-�No. 7568' * 6/ 0/18 'p CI V1�- gTF0FCAO �� 12/22/16 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS '00 383 Rio Lindo Ave. Suite 200 Chico, CA 95926 P. 530.592.4407 SummitChico.com V) Uj F— wU 0 C)O -� z �U LU cl:�= .j -�U Z O >- iza as U LU DJ O a 00 N REVISIONS: DATE: 12/22/16 SCALE: NTS DRAWN BY: RKB JOB NUMBER: 15-349 SHEET: SN ICC REPORT. D.) CRIPPLE WALLS: CRIPPLE WALLS SHALL BE A MINIMUM OF 14" IN HEIGHT. FOR LESSER HEIGHTS, STACK 2X PLATES (AND SHIM AS REQUIRED). ABBREVIATIONS E.) L CUT STUDS TO CLEAR ANCHOR BOLTS ARE NOTCHED OR CUT STUDS: NOTCHED AND/OR B NOT ALLOWED. STUDS SHALL HAVE FULL BEARING TO THE FOUNDATION PLATE. AB ANCHOR BOLT K KIPS F.) LET -IN BRACES: LET IN BRACES SHALL NOT BE USED FOR TEMPORARY BRACING ON ANY ADDT ADDITIONAL L ANGLE WALL FRAME. STEEL STRAPS WHICH DO NOT REQUIRE THE CUTTING OF STUDS ARE AN ADJ ADJACENT LLH LONG LEG HORIZ. ACCEPTABLE ALTERNATIVE. ALT ALTERNATE LLV LONG LEG VERT. ARCH ARCHITECTURAL LONG LONGITUDINAL G.) SEE NOTE 6-1 D FOR SILL AND ANCHOR BOLT SPECIFICATIONS. BLDG BUILDING LSL LONG SLOTTED HOLE BLKG BLOCKING LVL LAMINATED VENEER LUMBER H.) WALL FRAMING RECEIVING NAILING AT 3" ON CENTER OR LESS SHALL BE 3X NOMINAL U.N.O. BM BEAM MAX MAXIMUM PER PLANS AND DETAILS. BOTT (B) BOTTOM MB MACHINE BOLTS BTF BEAT TO FIT MECH MECHANICAL 6-6 CONNECTIONS: BTWN BETWEEN MFR MANUFACTURER CB CARRIAGE BOLTS MIN MINIMUM A.) HOLES FOR THROUGH BOLTS SHALL BE DRILLED 1/16" OVERSIZE. C0 CONTROL JOINT MISC. MISCELLANEOUS CIP CAST -IN-PLACE CONCRETE MTL METAL B.) ALL BOLTS, NUTS, AND LAG SCREWS SHALL BE PROVIDED WITH FLAT OR MALLEABLE CJ CONSTRUCTION JOINT (N) NEW WASHERS WHERE BEARING AGAINST WOOD. CLR CLEAR NS NEAR SIDE CMU CONCRETE MASONRY UNITS NSA NELSON STUD ANCHOR C.) ALL BOLTS AND LAG SCREWS SHALL BE TIGHTENED UPON INSTALLATION AND RE -TIGHTENED COL COLUMN NTS NOT TO SCALE BEFORE CLOSING IN OR AT COMPLETION OF JOB. CONC CONCRETE OC ON CENTER CONN CONNECTION OD OUTSIDE DIAMETER D.) LAG SCREWS SHALL BE SCREWED, NOT DRIVEN, INTO PLACE. CONSTR CONSTRUCTION OH OPPOSITE HAND CONT CONTINUOUS OPNG OPENING CONTR CONTRACTOR OVS OVERSIZE ROUND HOLE 8. ROOF FRAMING CP COMPLETE PENETRATION PDF POWDER DRIVEN FASTENER CTR CENTER PERP PERPENDICULAR 8-1 PREFABRICATED ROOF TRUSSES: CTSK COUNTERSINK PL PLATE DBL DOUBLE PLWD PLYWOOD A) PREFABRICATED ROOF TRUSSES: PREFABRICATED ROOF TRUSSES SHALL BE DESIGNED BY THE DF DOUGLAS FIR PLCS PLACES TRUSS FABRICATOR PER THE REQUIREMENTS OF THE ARCHITECTURAL AND STRUCTURAL DF -L DOUGLAS FIR - LARCH PP PARTIAL PENETRATION DRAWINGS AND CBC 2303.4. DIA DIAMETER PT PRESSURE TREATED DJ DOUBLE JOIST P/C PRECAST CONCRETE B) COMPLETE CALCULATIONS AND SHOP DRAWINGS INCLUDING LAYOUT, SIZE OF MEMBERS, AND EA EACH P/T POST -TENSIONED CONNECTION DETAILS, STAMPED AND SIGNED BY AN ENGINEER LICENSED IN THE STATE OF EF EACH FACE REINF REINFORCEMENT CALIFORNIA, SHALL BE REVIEWED BY THE ENGINEER OF RECORD PRIOR TO TRUSS FABRICATION. EL ELEVATION (DATUM) REQ'D REQUIRED ELEV ELEVATION (VIEW) OR ELEVATOR SC SLIP CRITICAL C) TRUSS DESIGN LOADS: EN EDGE NAILING SEOR STRUCTURAL ENGINEER OF TOP CHORD LIVE LOAD: 20 PSF EQ EQUAL RECORD TOP CHORD DEAD LOAD: 9 PSF ES EACH SIDE SHTG SHEATHING BOTTOM CHORD DEAD LOAD 8 PSF (E) EXISTING SIM SIMILAR TOTAL LOAD 37 PSF EXP EXPANSION SOG SLAB -ON -GRADE UPLIFT LOAD AS REQUIRED BY THE 2013 CBC EXT EXTERIOR STD STANDARD EW EACH WAY STIFF STIFFENER D) TRUSS BRIDGING SHALL BE AS REQUIRED AND SPECIFIED BY THE TRUSS FABRICATOR. FF FINISH FLOOR STL STEEL FIN FINISH SQ SQUARE E) TRUSS MANUFACTURER SHALL OBTAIN ALL NECESSARY APPROVALS FROM THE PUBLIC AGENCIES FJ FLOOR JOIST SS STAINLESS STEEL INVOLVED IN GOVERNING CONSTRUCTION. FLR FLOOR SWS SHEAR WALL SCHEDULE FNDN FOUNDATION SYM SYMMETRICAL F) TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING MAXIMUM DEFLECTIONS UNDER DESIGN FOHC FREE OF HEART CENTER T&B TOP & BOTTOM LOADS: LIVE LOAD DEFLECTION = L/360, TOTAL LOAD DEFLECTION = L/240 FOS FACE OF STUD TN TOE NAIL FS FAR SIDE TO(P) TOP OF (PLYWOOD) 8-2 CUT AND STACKED ROOF FRAMING: FTG FOOTING TOC TOP -OF -CONCRETE GA GAUGE TOF TOP -OF -FOOTING A.) CUT AND STACKED ROOF SYSTEMS SHALL BE BUILT TO THE CONVENTIONAL FRAMING GALV GALVANIZED TOS TOP -OF -STEEL REQUIREMENTS OF THE CALIFORNIA BUILDING CODE (CHAPTER 23). PURLINS, BRACES, GLB GLUE -LAM BEAM TOW TOP -OF -WALL INTERMEDIATE SUPPORTS, AND CONNECTIONS SHALL BE PROVIDED BY THE CONTRACTOR THAT HDG HOT DIPPED GALVANIZED TR THREADED ROD ARE CAPABLE OF TRANSMITTING ALL GRAVITY AND WIND LOADS TO THE FOUNDATION. HDR HEADER TYP TYPICAL HGR HANGER (SIMPSON) UNO UNLESS NOTED OTHERWISE B.) IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE THE CONVENTIONALLY FRAMED HORIZ HORIZONTAL VERT VERTICAL ROOF SYSTEM WITH TIES AND SUPPORTS BRACING ALL ELEMENTS TO THE FOUNDATION. THE ID INSIDE DIAMETER WP WORKPOINT ENGINEER HAS MADE A CURSORY REVIEW OF THE FRAMING SIZES AND SUPPORT LOCATIONS, INT INTERIOR WWF WELDED WIRE FABRIC AND HAS PROVIDED GENERAL CONNECTION DETAILS TO COVER THE MAJORITY OF CONDITIONS, JST JOIST W/ WITH BUT HAS NOT PROVIDED ENGINEERING DETAIL REQUIREMENTS FOR ALL CONNECTIONS JT JOINT W/O WITHOUT NECESSARY FOR THE ROOF TO PERFORM IN ACCORDANCE WITH THE LOADING CRITERIA. IF ANY SPECIFIC ELEMENT OF THE ROOF FRAMING SYSTEM IS NOT SHOWN AND DETAILED CONNECTION CRITERIA IS REQUIRED, PLEASE CONTACT THE ENGINEER FOR ADDITIONAL INFORMATION. PERMIT # - BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR C E COMPLIANCE DATE BY Q�OFESSI�Nq ,� --A 2 C-�No. 7568' * 6/ 0/18 'p CI V1�- gTF0FCAO �� 12/22/16 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS '00 383 Rio Lindo Ave. Suite 200 Chico, CA 95926 P. 530.592.4407 SummitChico.com V) Uj F— wU 0 C)O -� z �U LU cl:�= .j -�U Z O >- iza as U LU DJ O a 00 N REVISIONS: DATE: 12/22/16 SCALE: NTS DRAWN BY: RKB JOB NUMBER: 15-349 SHEET: SN TYPICAL HANGER SCHEDULE MEMBER SIZE SIMPSON HANGER TYPE FASTENER TYPE AT SUPPORTING AT SUPPORTED MEMBER MEMBER 2X2X10/2 128/ LUSLUS210AUS21028/ 10d 10d DBL 2X6/DBL 2X8/ DBL 2X10/DBL 2X12 HUS26-2TF/HUS28-2TF/ HUS210-2TF/HUS212-2TF 16d 16d 4X8/4X10/4X12 HU48TF/HU41OTF/HU412TF 16d 10d 6X8/6X1O/6X12 HU68TF/HU610TF/HU612TF 16d 16C TJ:/BCI ITS 10d NOT REQ'D LVL/PSL HGLTV 16d 16d GLU-LAM HGLTV 16d 16d NOTES: 1. PROVIDE SKEWED AND SLOPED HANGER WHERE REQUIRED. 2. PROVIDE HANGER WITH ONE OR BOTH FLANGES CONCEALED WHERE REQUIRED. 3. SEE PLANS AND DETAILS FOR HANGER AT SPECIAL CONDITION. 4. PROVIDE APPROPRIATE FASTENER AT ALL FASTENER HOLES U.N.O. 5. FASTENER SIZES: 16d=0.162" DIA. X 3 1/2" LENGTH 10d=0.148" DIA. X 3" LENGTH, 10d X 1 1/2"=0.148" DIA. X 1 1/2- LENGTH 6. PROVIDE HANGERS AND FASTENERS WITH CORROSION PROTECTION APPROPRIATE FOR CONNECTION APPLICATION AND ENVIRONMENT. TYPICAL SIMPSON HANGER SCHEDULE 12 NO SOLE S D 1 2 1/2- MAX. DEPTH FOR 2X4 PLATE 3 1 /2" MAX. DEPTH FOR 2X6 PLATE 5 1/2- MAX A A N PROVIDE SIMPSON RPS22 STRAP AT EACH PLATE,TOP PLATE (2) MIN PER NOTCHY PER 9/SD1 II 1 1/2" MAX, TYP. WALL FRAMING PER PLAN, TYP i- --PIPE AS OCCURS NOTE: DO NOT BORE HOLES OR CUT NOTCHES IN STRUCTURAL WALL PLATES GREATER THAN 1/3 THE PLATE WIDTH WITHOUT WRITTEN CONSENT FROM THE ENGINEER OF RECORD. TYPICAL TOP PLATE NOTCH DETAIL 11 NO SCALE SHEAR PLY AND NAILING PER PLI HOLDOWN AND PER SCHEDULE CONTINUOUS WALL \—SHEAR PLY AND WHERE OCCURS N ��� NAILING PER PLAN PARTIAL PLAN TYPICAL CORNER HOLDOWN DETAIL NO SCALE 10 ___�, LSD �1 WALL CONTINUES WHERE --OCCURS PER PLAN (5) 16d+++ + + +++ + PARTIAL PLAN AT TOP PLATE CORNER AND TEE DBL 2X TOP PLATE PER DETAIL BELOW - 2 `.<. MST126 STRAP, U.N.O., CENTERED ON DISCONTINUITY STUD DIRECTLY UNDER SPLICE, TYP;---' ' TYPICAL TOP PLATE DISCONTINUITY (5) 16d AT CORNER OR INTERSECTING WALL FESS/ OQ�O ONgI AT EXISTING FOUNDATIONS AND AT MISSED AB PROVIDE 1/2" �No. 75688"" DIAMETER TITEN HD AT REQUIRED SPACING WITH 4" EMBED, 1 3/4" 6/ 0/18 MINIMUM EDGE DISTANCE, 8" MINIMUM END DISTANCE, AND 8" MINIMUM SPACING. LOCATE At'r) AVOID ALL REINFORCING PRIOR TO JT'9T CIV 1 L ���P DRILLING. INSTALL PER MANUFACTURER'S RECOMMENDATIONS FOFCAI-\F') 4'-0" MAX AT (3) STORY AND TALLER 12/22/16 SOLE PLATE NAIL 12" MAX r s THESE PLANS HAVE BEEN REVIEWED SPACING PER SHEAR 5" R41N 60-0- MAX AT 1 AND 2 STORY PT DF -L FOR COMPLIANCE ONLY WITH THE (SEE SHEAR WALL SCHED.) SILL ATTACHED STRUCTURAL WALL SCHEDULE, CALCULATIONS OTHERWISE 16d AT 8" SOLE PLATE NAIL O.C., TYP PER SHEAR WALL SCHEDULE, TYP I.: I 1 7" MIN �� �' PLATE WASHER 1 /2" MIN _ _ _ _ _ LJ � 3" X 3" X .229", TYP__/ YP c „ - - - r------ - - - ---= - MASA/MASAP ANCHOR OPTION PER NOTE 4 1/2- MIN — — —� F TBOTTOM PLATE \\-1/2- .DIA AB WITH RIM BELOW PER 2" HOOK, TYP FNDN PER PLAN PER PLAN 16d SINKERS AT 16" O.C. 4'-0" MIN. LAP LENGTH TYP 16d SINKERS AT 16" O.C. PLAN (12) MIN. BETWEEN SPLICES I 16d SINKERS AT 16" O.C. (12) MIN. BETWEEN SPLICES GENERAL NOTES: - BE 2X PT DF -L UNLESS NOTED OTHERWISE IN SHEAR WALL SCHEDULE UNDER SPLICE, TYP. INTERSECTING WALL OR CORNER WHERE OCCURS TYPICAL TOP PLATE SPLICE TYPICAL TOP PLATE SPLICE DETAIL NO SCALE DBL 2X TOP PLATE 1.) SILL PL�4TE SHALL - 2.) PROVIDE (2) BOLTS MIN PER SILL PLATE. ° 3.) DIAGONALLY SLOTTED PLATE WASHERS WITH A MAXIMUM SLOT LENGTH OF 1 3/4" MAY BE USED WHEN A STANDARD CUT WASHER IS ADDED BETWEEN THE PLATE WASHER AND NUT. PLY AND NAILING FRAMING PER PER PLAN 4.) CONTACT SUMMIT STRUCTURAL DESIGN FOR MASA/MASAP ANCHOR OPTION IN LIEU OF PLAN WHERE ANCHOR BOLTS. OCCURS 5.) AT SHEAR WALLS, PLATE WASHER MUST BE LOCATED 1/2" OR LESS FROM THE INSIDE FACE OF SHEATHING. a TYPICAL RIM/BLOCK NAILING DETAIL 6 TYPICAL FNDN ANCHOR BOLT DETAIL 3 S D 1 NO SCALE �Dl NO SCALE L�D 1 TOP PLATE PER 9/SD1 r PLY AT 'G/HDR PLY AILING LAN PLY AT 'G/SILL PANELS 3" MIN. TYPICAL OPENING STRAPPING DETAIL g NO SCALE S D 1 SHEAR PLY PER SHEAR WALL SCHEDULE TYPE "6" AT HEADER, TYPE HEADER PER PLS CS16 STIR, TOP PLATE HEADER PER PLAN ® TRIMMERS PER SCHEDULE PER 9/SD1 PLY A35 CLIP AT EACH SIDE OF POSTS AND MULTIPLE KING STUDS. USE A34 AT 4X WALLS ® BLOCK AT ALL SHEATHING SPLICES, AND AT 10'-0" MAX UNBRACED STUD LENGTH EN AND NAILING EN STUD PER PLAN, DF#2 AT 16" O.C. U.N.O. ® I POST PER PLAN WHERE OCCURS �O /SHEAR PER PLAN 1 AND SPACING PROVIDE GAP BETWEEN 11 I,I I°I F.N. PER SHEAR CODE COMPL.INNC- I I I I I WALL SCHED. CUP SPACING (PLF) PANELS AS REQ'D. BY DATE I(I BYE I I I I 2X MUDSILLA35 —EN, I (I MFR., 1/8- MIN. I• I I I + ±_ ± AT 2'-8" O.C. RBC AT 1'-8" O.C. + + +_ +— ± + _+ —�T— II I I I I �/TWALL SCHED. T—T— —I--I---T_ TYP +I I + I I I+I A35 AT 1'-8w O.C. RBC AT 1'-2 O.C. 350 4* ---I + I I I 4X6 BLK'G _ + I+ I I+I I TYP. I I I I SEN, TYP I I+ I Z-07MIN, I I a- II+I 0 I �I + HOLDOWN E TRIMMER/S i i+ POST PER PLAN f- 0 PER PLAN �0 KINGS/HOLDOWN POST PER PLAN SHEAR WALL WIDTH TYPICAL SHEAR WALL PORTAL DETAIL NO SCALE STUD WALL ELEVATION KEY ® HEADER PER PLAN ® TRIMMERS PER SCHEDULE � "GAIN' �iB. �1 I � yipMINTYPU.N.O.' OPENING KING STUDS PER SCHEDULE ® A35 CLIP AT EACH SIDE OF POSTS AND MULTIPLE KING STUDS. USE A34 AT 4X WALLS STUD WALL ELEVATION KEY ® HEADER PER PLAN ® TRIMMERS PER SCHEDULE © KING STUDS PER SCHEDULE ® A35 CLIP AT EACH SIDE OF POSTS AND MULTIPLE KING STUDS. USE A34 AT 4X WALLS ® BLOCK AT ALL SHEATHING SPLICES, AND AT 10'-0" MAX UNBRACED STUD LENGTH ® NAIL MULTIPLE TRIMMERS/KING STUDS TOGETHER WITH 16d AT 12" O.C. STAGGERED © STUD PER PLAN, DF#2 AT 16" O.C. U.N.O. ® I POST PER PLAN WHERE OCCURS 2X WALL OPENING SCHEDULE (110 MPH, EXPOSURE C) SIMPSON HOLDOWN MODEL NUMBER OPENING WIDTH TRIMMER/S KING STUD/S UP TO 3'-0" (1) (1) UP TO 5'-0" (2) (1) UP TO 10'-0" (2) (3) HOLDOWN SCHEDULE (*SEE ALL NOTES BELOW*) SIMPSON HOLDOWN MODEL NUMBER MINIMUM DISTANCE FROM HOLDOWN CENTER OFASTENERS POST CONCRETE ANCHOR SIZE TO FACE OF POST CONCRETE ANCHOR TYPE HOLDCWN MINIMUM STEM FAT POST WALL WIDTH SINGLE POUR CONDI11ON TWO POUR CONDITION HDU2 DBL 2X 1 5/16" SSTB16 SSTB20 6 SCREWS 6" HDU4 DBL 2X 1 5/16" SSTB20 SST824 10 SCREWS 6" GENERAL NOTES: 1.) HOLDOWNS SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. 2.) AT 3X MUDSILL USE SSTBL VERSION OF ANCHOR LISTED ABOVE. 3.) DOUBLE STUDS SHALL BE NAILED TOGETHER WITH 12d (DIA.=0.135") AT 6" O.C. STAGGERED. POO 0 0 383 Rio Lindo Ave. Suite 200 Chico, CA 95926 P. 530.592.4407 SummitChico.com F- M (� JQ "� • Q 00 TYPICAL STUD WALL ELEVATION s TYPICAL HOLDOWN SCHEDULE 2 zU J 0>- QV a oLU :D aQ w CORNER WHERE OCCURS _ OJ AND 1/2" DIAMETER (5) 16d NAILS AT wQ J D U Q �O 0C re M: F- M (� JQ "� • Q 00 TYPICAL STUD WALL ELEVATION s TYPICAL HOLDOWN SCHEDULE 2 zU SHEAR WALL SCHEDULE - 3/8" THICK SHEATHING AND 16" O.C. STUD SPACING (*SEE ALL NOTES BELOW*) 0>- QV U oLU :D aQ "SIMPSON* CORNER WHERE OCCURS _ U AND 1/2" DIAMETER F- M (� JQ "� • Q 00 TYPICAL STUD WALL ELEVATION s TYPICAL HOLDOWN SCHEDULE 2 SHEAR WALL LEGENDN L=X'–Y" LENGTH OF X' -Y" PER SCHEDULE BELOW. SHEAR WALL SCHEDULE - 3/8" THICK SHEATHING AND 16" O.C. STUD SPACING (*SEE ALL NOTES BELOW*) SHEAR MUDSILL THICKNESS SOLE PLATE NO SCALE S D 1 NO SCALE �Dl Q "SIMPSON* CORNER WHERE OCCURS _ U AND 1/2" DIAMETER (5) 16d NAILS AT NAIL SIZE NAIL SIZE TOP PLATE PER 9/SD1 LAPPED CORNERS, TYP PERMIT# LOAD TYPE _ — BUTTE COUNTY DEVELOPMENT SERVICES ---�'_•__'�--• , REVIEWED FOR AND SPACING AND SPACING PROVIDE GAP BETWEEN 11 I,I I°I F.N. PER SHEAR CODE COMPL.INNC- I I I I I WALL SCHED. CUP SPACING (PLF) PANELS AS REQ'D. BY DATE I(I BYE I I I I 2X MUDSILLA35 12d O 7" O.C. I (I MFR., 1/8- MIN. I• I I I 8d O 12" O.C. AT 2'-8" O.C. RBC AT 1'-8" O.C. II II I E.N. PER SHEAR AB 0 3'-9" O.C. II I I I I �/TWALL SCHED. BLOCK AS REQ D. I I I I I f AT ALL EDGES, TYP. I I I I I I COMPRESSION POST AS REQ'D SHEAR PLY PER HD SCHED. — PER SHEAR WALL SCHED.--\ I I•I I`I 1 - 16" MAX STUD I°I I I II II I SPACING II I II II I I'I II I SOLE PLATE II I II I I H.D. FASTENING PER II 11 ll LI I I PER SHEAR WALL SCHED. II I I I I II ED , n STRUCTURAL SHEAR WALL TYPE "N" FOR A MINIMUM SHEAR WALL LEGENDN L=X'–Y" LENGTH OF X' -Y" PER SCHEDULE BELOW. SHEAR WALL SCHEDULE - 3/8" THICK SHEATHING AND 16" O.C. STUD SPACING (*SEE ALL NOTES BELOW*) SHEAR MUDSILL THICKNESS SOLE PLATE PANEL EDGE PANEL FIELD "SIMPSON* ALLOW. WALL AND 1/2" DIAMETER NAIL SIZE NAIL SIZE NAIL SIZE A35 AND RBC LOAD TYPE ANCHOR BOLT SPACING AND SPACING AND SPACING AND SPACING CUP SPACING (PLF) A 2X MUDSILLA35 12d O 7" O.C. 8d O 6" O.C. 8d O 12" O.C. AT 2'-8" O.C. RBC AT 1'-8" O.C. 260 AB 0 3'-9" O.C. 2X MUDSILL 12d O 5" O.C. 8d O 4" O.C. 8d O 12" O.C. A35 AT 1'-8w O.C. RBC AT 1'-2 O.C. 350 4* AB ® 2'-9" O.C. REVISIONS: I I I I I°I GENERAL NOTES: IL I 1.) WALL FRAMING: USE 2X OR WIDER DF -L STUDS (PER PLAN), SOLE PLATE, TOP PLATES, AND BLOCKING. —- =i = =fi — ° =1 TT USE PT DF -L MUDSILL PER SCHEDULE ABOVE. BLOCK ALL PANEL EDGES. 11 I 1 I I I I I I 11 i i i i i 2.) SHEATHING: USE APA RATED (32/16 SPAN RATING) SHEATHING UNLESS NOTED OTHERWISE. EDGE NAIL PANELS AT ALL EDGES, TOP PLATES, SOLE PLATE, MUDSILL, POSTS, AND HOEDOWN DATE: 12/22/16 °11 1 x I 1 11 COMPRESSION POSTS/STUDS. 3.) NAIL SIZES: 8d: 2 1/2" X 0.131" DIAMETER COMMON, OR 2 1/2" X 0.113 DIAMETER HDG BOX, $GALE: NTS 12d: 3 1/8" X 0.135" DIAMETER SINKER, 20d: 4" X 0.192" DIAMETER COMMON. SILL PLATE AND A.B. COUPLER NUT DO NOT OVERDRIVE NAILS. STAGGER SOLE FASTENING AND PRE -DRILL PILOT HOLES (MAX DRAWN BY: RKB SIZE/SPACING PER SCHED.7 AS REQUIRED 75% NAIL DIA) TO AVOID SPLITTING WALL ELEMENTS. SEE DETAIL 6/SD1 FOR MORE INFO. 12" 4.) ALLOWABLE LOADS MAY BE MULTIPLIED BY 1.4 WHERE WIND LOADS GOVERN. JOB NUMBER: 15-349 FOUNDATION PER PLAN MAX. NOTE: STUD SPACING = 16" O.C., U.N.O. CORNER WHERE OCCURS [SHEET: TYP RESIDENCE SHEAR WALL ELEVATION 4 TYPICAL SHEAR WALL SCHEDULE 1 D1 S D 1 NO SCALE ��D 1 NO SCALE SD Z FASTENING SCHEDULE (TABLE 2304.9.1) CONNECTION FASTENING'"' LOCATION 1. JOIST TO SILL OR GIRDER 3 - Bd COMMON (2 1/2" X 0.131") PT DF SILL AND SHEAR PER PLAN 3 - 3" X 0.131" NAILS TOE NAIL 2'-0" 2'-0" 3 - 3" 14 GA. STAPLES PROVIDE 5/8" DIA. A307 THREADED ROD 2. BRIDGING TO JOIST 2 - 8d COMMON (2 1/2" X 0.131') NOTES: BLOCKING AT 2'-0" a 2 - 3" X 0.131" NAILS TOE NAIL EACH END E.N. 2 - 3" 14 GA. STAPLES EXISTING FRAMING SHOWN AND FIELD CONDITION SHALL BE 3. 1" 1( 6" SUBFLOOR OR LESS TO EACH JOIST 2 - 8d COMMON (2 1/2" X 0.131") FACE NAIL 4. WADER THAN 1" X 6" SUBFLOOR TO EACH JOIST 3 - 8d COMMON (2 1/2" X 0.131") FACE NAIL 5. 2" SUBFLOOR TO JOIST OR GIRDER 2 - 16d COMMON (3 1/2' X 0.162") BLIND AND FACE NAIL 6. SOLE PLATE TO JOIST OR BLOCKING 16d (3 1/2" X 0.135") AT 16" O.C. NAILING PER 6/SD1 2. BRACE FRAMING AS REQUIRED 3" X 0.131" NAILS AT 8" O.C. TYPICAL FACE NAIL 3" 14 GA. STAPLES AT 12" O.C. SOLE PLATE TO JOIST OR BLOCKING AT 3 - 16d (3 1/2" X 0.135") AT 16" O.C. 4 - 3" X 0.131" NAILS AT 16" O.C. BRACED WALL PANELS BRACED WALL PANEL 4 - 3" 14 GA. STAPLES PER 16" AS REQ'D. BY MFR., 1/8" MIN. 7. TOP PLATE TO STUD 2 - 16d COMMON (3 1/2" X 0.162") 3 - 3" X 0.131" NAILS END NAIL 3 - 3" 14 GA. STAPLES 8. STUD TO SOLE PLATE 4 - 8d COMMON (2 1/2" X 0.131") 4 - 3" X 0.131" NAILS AT 8" O.C. TOE NAIL 3 - 3" 14 GA. STAPLES AT 12" O.C. SLOPE GRADE (E) FLOOR PLY 2 - 16d COMMON (3 1/2" X 0.162") END NAIL 3 - 3" X 0.131" NAILS 3 - 3" 14 GA. STAPLES 9. DOUBLE STUDS 16d (3 1/2" X 0.135") AT 24" O.C. OUNDAl10N 3" X 0.131" NAIL AT 8" O.C. FACE NAIL 3" 14 GA. STAPLE AT 8" O.C. 10. DOUBLE TOP PLATES 16d (3 1/2" X 0.130 AT 16" O.C. (E) FLOOR.. 3" X 0.131" NAIL AT 12" O.C. TYPICAL FACE NAIL 3' 14 GA. STAPLE AT 12" O.C. 6" MIN. DOUBLE TOP PLATES 8 - 16d COMMON (3 1/2" X 0.162") LAP SPLICE 12 - 3" X 0.131" NAILS 12 - 3" 14 GA. STAPLES 11. BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE 3 - 8d COMMON (2 1/2' X 0.131") 3 - 3" X 0.131" NAILS TOE NAIL 3 - 3" 14 GA. STAPLES 12. RIM JOIST TO TOP PLATE 8d (2 1/2" X 0.131") AT 6" O.C. 3" X 0.131" NAIL AT 6" O.C. TOE NAIL 3" 14 GA. STAPLE AT 6" O.C. 13. TOP PLATES, LAPS AND INTERSECTIONS 2 - 16d COMMON (3 1/2" X 0.162") AT 246 O.C. WITH 3 - 3" X 0.131" NAILS FACE NAIL 3 - 3' 14 GA. STAPLES 14. CONTINUOUS HEADER, TWO PIECES 16d COMMON (3 1/2' X 0.162") 16" O.C. ALONG EDGE 15. CEILING JOISTS TO PLATE 3 - 8d COMMON (2 1/2" X 0.131") 5 - 3" X 0.131" NAILS TOE NAIL 5 - 3" 14 GA. STAPLES 16. CONTINUOUS HEADER TO STUD 4 - 8d COMMON (2 1/2" X 0.131") TOE NAIL 17. CEILING JOISTS, LAPS OVER PARTITIONS 3 - 16d COMMON (3 1/2" X 0.162") MIN, TABLE 2308.10.4.1 #4 CONT. BAR 4 - 3" X 0.131" NAILS FACE NAIL 4 - 3" 14 GA. STAPLES 2X RIM 18. CEILING JOISTS TO PARALLEL RAFTERS 3 - 16d COMMON (3 1/2" X 0.162") MIN, TOP AND BOTT. TABLE 2308.10.4.1 � 4 - 3" X 0.131" NAILS FACE NAIL 4 - 3" 14 GA. STAPLES 19. RAFTER TO PLATE 3 - 8d COMMON (2 1/2" X 0.131") 5 - 3" X 0.131" NAILS TOE NAIL 5 - 3" 14 GA. STAPLES 20. 1" DIAGONAL BRACE TO EACH STUD AND PLATE 2 - 8d COMMON (2 1/2" X 0.131") (E) FNDN 2 - 3" X 0.131" NAILS FACE NAIL 3 - 3" 14 GA. STAPLES 21. 1" X 8" SHEATHING TO EACH BEARING 3 - 8d COMMON (2 1/2" X 0.131") FACE NAIL 22. WIDER TH,NN 1" X 8" SHEATHING TO EACH BEARING 3 - 8d COMMON (2 1/2" X 0.131") FACE NAIL 23. BUILT-UP CORNER STUDS 16d COMMON (3 1/2" X 0.162") 24" O.C. 3" X 0.131" NAILS 16" O.C. 3" 14 GA. STAPLES 16" O.C. 24. BUILT-UP GIRDER AND BEAMS 20d COMMON (4" X 0.192") AT 32" O.C. FACE NAIL AT TOP AND 3" X 0.131" NAILS AT 24" O.C. BOTTOMSTAGGERED ON 3" 14 GA. STAPLES AT 24" O.C. OPPOSITE ENDS 2 - 20d COMMON (4" X 0.192") FACE NAIL AT ENDS AND 3 - 3" X 0.131" NAILS AT EACH SPLICE 3 - 3" 14 GA. STAPLES 25. 2" PLANKS 16d COMMON (3 1/2" X 0.162") AT EACH BEARING 26. COLLAR TiE TO RAFTER 3 - 10d COMMON (3" X 0.14E") 4 - 3" X 0.131" NAILS FACE NAIL 4 - 3" 14 GA. STAPLES 27. JACK RAFTER TO HIP 3 - 10d COMMON (3" X 0.148") 4 - 3" X 0.131" NAILS TOE NAIL 4 - 3" 14 GA. STAPLES 2 - 16d COMMON (3 1/2" X 0.162") FACE NAIL 3 - 3" X 0.131" NAILS 3 - 3" 14 GA. STAPLES 28. ROOF RAFTER TO 2X RIDGE BEAM 2 - 16d COMMON (3 1/2" X 0.162") 3 - 3" X 0.131" NAILS TOE NAIL 3 - 3" 14 GA. STAPLES 2 - 16d COMMON (3 1/2" X 0.162") FACE NAIL 3 - 3" X 0.131" NAILS 3 - 3" 14 GA. STAPLES 29. JOIST TO BAND JOIST 3 - 16d COMMON (3 1/2" X 0.162') 4 - 3" X 0.131" NAILS FACE NAIL 4 - 3" 14 GA. STAPLES 30. LEDGER STRIP 3 - 16d COMMON (3 1/2" X 0.162") 4 - 3" X 0.131" NAILS FACE NAIL 4 - 3" 14 GA. STAPLES 31. WOOD STRUCTURAL PANELS AND PARTICLE BOARD' 1/2' AND LESS 6d" SUBFLOOR, ROOF AND WALL SHEATHING (TO FRAMING) 2 3/8" X 0.113" NAIL" 19/32" TO 3/4" 8d OR 6d• 2 3/8" X 0.113" NAIL' 7/8" TO 1" Sd• SINGLE FLOOR (COMBINATION SUBFLOOR-UNDERLAYMENT 1 1/8" TO 1 1/4" 10d' OR Bd' TO FRAMING) 3/4" AND LESS 6d• 7/8" TO 1" 8d• 1 1/8- TO 1 1/4- 1 Odd OR 8d- 32. PANEL SIDING (TO FRAMING) 1/2" AND LESS 6d 5/8" 8d 33. FIBERBOARD SHEATHING' 1/2" No. 11 GAGE ROOFING NAIL" 6d COMMON NAIL (2" X 0.113") No. 16 GAGE STAPLE' 25/32" No. 11 GAGE ROOFING NAIL" 8d COMMON NAIL (2 1/2" X 0.131") No. 16 GAGE STAPLE' 34. INTERIOR PANELING 1/4" 4dJ 3/8' 6d" a. common or Dox nails are permittea to of uses except wnere omarwme atuteu. b. Nails spaced at 6 inches on center at edges, 12 Inches at intermediate supports except 6 inches at supports where spars are 48 inches or more. For nailing of wood structural panel and particleboard diaphragms and shear walls, refer to Section 2305. Naps for wall sheathing are permitted to be common, box or casing. c. Common or deformed shank (6d - 2" x 0.113"; ed - 2 1/2" x 0.131"; 10d - 3" x 0.148") d. Common (6d - 2' x 0.113"; 8d 2 1/2" x 0.131"; 10d 3" x 0.148") e. Deformed shank (6d - 2" x 0.113"; 8d - .2 1/2" x 0.131"; 10d - 3" x 0.148') 6d 2" 099 8d - 2 1/2" 0113") 12" MIN. � NOTES: (E) FNDN 1. FOUNDATION SIZES, REINFORCING SHOWN, AND FRAMING SHOWN SHALL BE FIELD VERIFIED AND ANY DISCREPANCIES BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO CONSTRUCTION. 2. COORDINATE UNDERFLOOR CLEARANCE WITH ARCHITECT/DESIGNER. TYPICAL HOLDOWN AT (E) FNDN DETAIL 6 TYPICAL (N) TO (E) FLR FRAMING DETAIL 3 NO SCALE SD2 NO SCALE �D2 NOTE: WATERPROOFING, FLASHING, AND DRAINAGE BY OTHERS. SOLE NAILING PER 6/SD1 3X PT SILL RIPPED TO WIDTH OF STEM WALL WITH ANCHOR BOLTS PER 3/SD1 AND 1" MAX DEPTH NOTCH FLOOR PLY AND NAILING PER PLAN. EDGE NAIL PLY AT BLOCKS - FJ PER PLAN OR SOLID BLOCKING AT 24" O.C. AT • PARALLEL JOIST CONDI11ON C SIMPSON LB TOP FLANGE HGR METAL FLASHING FOUNDATION DETAIL FRAMING PER PLAN -SHEAR PER PLAN /E.N. WATERPROOFING, FLASHING, AND DRAINAGE BY OTHERS PER ARCH � • 71/2' `SLAB -ON -GRADE PER PLAN ISOLATION JOINT FNDN WALL PER 1 /SD2 NO SCALE OLDOWN POST BLOCK SOLID AT POSTS MULTIPLE ALL FRAMING PER PLAN STUDS AND HOLDOWNS PER SCHEDULE PT DF SILL AND SHEAR PER PLAN AT HDU2 HOLDOWNS AT (E) FOUNDATIONS F2 2'-0" 2'-0" SOLE NAILING PER 6/SD1 PROVIDE 5/8" DIA. A307 THREADED ROD 2'-6" 2'-6" OLDOWN PER PLAN NOTES: BLOCKING AT 2'-0" a IN SIMPSON SET -XP EPDXY WITH 12" EMBED O.C. WITH (4) 8d E.N. 1. ANY DISCREPANCIES BETWEEN EXISTING FRAMING SHOWN AND FIELD CONDITION SHALL BE IN (E) FOUNDATION. INSTALL PER MFR. •' SHEAR PER PLAN IMMEDIATELY BROUGHT TO THE ATTEN11ON OF THE ENGINEER OF RECORD. RECOMMENDATIONS. LOCATE AND AVOID •' 18" MIN. A35 CLIP AT 4'-0" O.C. ALL REINFORCING PRIOR TO DRILLING -----__SOLE NAILING PER 6/SD1 2. BRACE FRAMING AS REQUIRED DURING CONSTRUCTION. (E) FLOOR FRAMING PROVIDE GAP BETWEEN PANELS AS REQ'D. BY MFR., 1/8" MIN. P.T. DF SILL AND A.B. PER 3/SD1 E.N. FLOOR PLY AND NAILING PER PLAN SLOPE GRADE (E) FLOOR PLY E.N.N. 8" MIN.AWAY FROM �F OUNDAl10N _....... .................. _ (E) FLOOR.. --,--FJ PER PLAN 6" MIN. JOIST PER PLANWITH LUS HGR _ OR BLOCK AT 246 O.C. WITH Z (4) 16d TOENAILS EACH END #4 CONT. BAR Z(E) � 2X RIM TOP AND BOTT. � 2X LEDGER WITH 1/4 DIA. SDS WITH 1 1/2- EMBED IN (E) RIM (E) FNDN AT 8" O.C. STAGGERED 12" MIN. � NOTES: (E) FNDN 1. FOUNDATION SIZES, REINFORCING SHOWN, AND FRAMING SHOWN SHALL BE FIELD VERIFIED AND ANY DISCREPANCIES BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO CONSTRUCTION. 2. COORDINATE UNDERFLOOR CLEARANCE WITH ARCHITECT/DESIGNER. TYPICAL HOLDOWN AT (E) FNDN DETAIL 6 TYPICAL (N) TO (E) FLR FRAMING DETAIL 3 NO SCALE SD2 NO SCALE �D2 NOTE: WATERPROOFING, FLASHING, AND DRAINAGE BY OTHERS. SOLE NAILING PER 6/SD1 3X PT SILL RIPPED TO WIDTH OF STEM WALL WITH ANCHOR BOLTS PER 3/SD1 AND 1" MAX DEPTH NOTCH FLOOR PLY AND NAILING PER PLAN. EDGE NAIL PLY AT BLOCKS - FJ PER PLAN OR SOLID BLOCKING AT 24" O.C. AT • PARALLEL JOIST CONDI11ON C SIMPSON LB TOP FLANGE HGR METAL FLASHING FOUNDATION DETAIL FRAMING PER PLAN -SHEAR PER PLAN /E.N. WATERPROOFING, FLASHING, AND DRAINAGE BY OTHERS PER ARCH � • 71/2' `SLAB -ON -GRADE PER PLAN ISOLATION JOINT FNDN WALL PER 1 /SD2 NO SCALE FOOTING SCHEDULE BLOCK SOLID AT POSTS MULTIPLE ALL FRAMING PER PLAN STUDS AND HOLDOWNS THICKNESS, U.N.O. PT DF SILL AND SHEAR PER PLAN AB PER 3/SD1 F2 2'-0" 2'-0" SOLE NAILING PER 6/SD1 PLYWOOD AND 2'-6" 2'-6" NAILING PER PLAN E.N. BLOCKING AT 2'-0" a :' O.C. WITH (4) 8d E.N. TOENAIL EACH END FJ PER on center at edges, 6 Inches at intermediate supports of roof sheathing. PLAN, TYP a TYPICAL FASTENING SCHEDULE 10 2X JOIST 18" MIN. A35 CLIP AT 4'-0" O.C. 6" MIN. ...................... ........._ ...., #4 AT 24" O.C. VLJI #4 AT 18" O.C. HOR, - I 04 WHERE STEMWALL HEIGHT > 1'-6" 8" s 3" CLR. --t THICKNESS IN • UNDISTURBED COMPETENT SOIL 3" CLR A 3" CL 6" O.C., TYP N 3" CLR GIRDER PER PLAN WITH REINFORCE WITH #4 BC POST CAP AT POSTS ----X FTG TYPE PER PLAN AT 6" O.C. E.W. _ 4X6 POST WITH (4) 16d TOEi, MLS TO PIER -----,' T T "WETSET" PRECAST CONC. PIER, OR CONCRETE FILLED CMU BLOCK o FLOOR PLY AND NAILING PER PLAN SOLID BLOCK FLOOR JOISTS PER PLAN LAP 6" ON CENTERLINE OF GIRDER WITH (4) 16d CLINCHED 3) 8d TOENAILS PER FJ 3" CLR. PER PLAN s TYPICAL SPREAD FOOTING SCHEDULE 5 TYPICAL INTERIOR FOUNDATION DETAIL 2 SD2J NO SCALE SD NO SCALE SD2 PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DATE �- (�� "l by NOTE: SPECIAL INSPECTION REQUIRED FOR EPDXY ANCHORS. ALL FRAMING PER PLAN f. Corrosion -resistant siding (6d - 1 7/8 x 0.106 ; 8d - 2 3/8 x 0.128 ) or casing ( - x . x nail FOOTING SCHEDULE g. Fasteners spaced 3 inches on center at exterior ridges and 6 inches on center at intermediate supports, when used as FOOTING TYPE DIMENSION A DIMENSION B, U.N.O. THICKNESS, U.N.O. F1.5 1'-6" 1'-6" 12" F2 2'-0" 2'-0" 12" F2.5 2'-6" 2'-6" 12" F3 3'-0" 3'-0" 12" FLOOR JOISTS PER PLAN LAP 6" ON CENTERLINE OF GIRDER WITH (4) 16d CLINCHED 3) 8d TOENAILS PER FJ 3" CLR. PER PLAN s TYPICAL SPREAD FOOTING SCHEDULE 5 TYPICAL INTERIOR FOUNDATION DETAIL 2 SD2J NO SCALE SD NO SCALE SD2 PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DATE �- (�� "l by NOTE: SPECIAL INSPECTION REQUIRED FOR EPDXY ANCHORS. ALL FRAMING PER PLAN f. Corrosion -resistant siding (6d - 1 7/8 x 0.106 ; 8d - 2 3/8 x 0.128 ) or casing ( - x . x nail L 12" #4 CONT. TOP AND BOT. g. Fasteners spaced 3 inches on center at exterior ridges and 6 inches on center at intermediate supports, when used as structural sheathing. Spacing shall be 6 inches on center on the edges and 12 inches on center at intermediate supports for nonstructural applications. h. Corrosion -resistant roofing nails with 7/16 inch diameter head and 1 1/8 inch length for 1/2 inch sheathing and 1 3/4 inch SPREAD FOOTING PER length for 25/32 sheathing. PLAN WHERE OCCURS NOTES: i. Corroslon-resistant staples with nominal 7/16 Inch crown and 1 1/8 Inch length for 1/2 inch sheathing and 1 1/2 inch length for 25/32 sheathing. Panel supports at 16 Inches (20 inches If strength axis in the long direction of the panel, unless otherwise 1. ANY DISCREPANCIES BEiWEEN FRAMING SHOWN AND FIELD CONDITION SHALL BE marked). IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD. Casing (1 1/2' x 0.080") or finish (1 1/2" x 0.072") nalls spaced 6 inches on panel edges, 12 inches at intermediate supports. k. Panel supports at 24 inches. Casing or finish nails spaced 6 inches on panel edges, 12 Inches at intermediate supports. I. For roof sheathing applications, 8d nails (2 1/2" x 0.113") are the minimum required for wood structural pcnels. 2. BRACE FRAMING AS REQUIRED DURING CONSTRUCTION. m. Staples shall have a minimum crown width of 7/16 inch. n. Fcr roof sheathing applications, fasteners spaced 4 inches on center at edges, 8 Inches at intermediate supports. o. Fasteners spaced 4 inches on center at edges, 8 Inches at Intermediate supports for subfloor and wall sheathing and 3 inches 3. STEP FOOTING PER 5/SD3 AND 6/SD3 AT (E) BASEMENT FNDN AS REQUIRED. on center at edges, 6 Inches at intermediate supports of roof sheathing. p. Fasteners spaced 4 Inches on center at edges, 8 Inches at intermediate supports. TYPICAL FASTENING SCHEDULE 10 TYPICAL INTERIOR FOUNDATION DETAIL NO SCALE �D2 NO SCALE --L SD2 PT DF SILL AND AB PER 3/SD1 �-SHEAR PER PLAN (3) #4 X 3'-0" DOWELS WITH PLYWOOD AND 6" EMBED IN SIMPSON ET NAILING PER PLAN SOL7- NAILING PER 6/SDi CORNER WHERE OCCURS I EPDXY, LOCATE AND AVOID ALL E.N. (E) REIN-. PRIOR TO DRILLING FLOOR JOIST PER PLAN EITHER (E) FOUNDATION DIRECTION. SOLID BLOCK AT 2'-0" o REQ' 8 MIN. AS OCCURS O.C. AT PARALLEL CONDITION ---,.,,2X CONT. RIM (N) FTG PER PLAN GIRDER PER PLAN BLOCK SOLID AT POSTS WHERE OCCURS .N. MULTIPLE STUDS AND HOLDOWNS " GH GIRDER " EQ I 18" MIN. HANGER AS SLOPE FINISHED - I I T I' .....GRADE AWAY 12" MIN. 6" MIN. - _ } FROM FOUNDATION EQ I " (_ 1- I I III N #4 AT 24 O.C. VERT, - " vel-IERE STEMWALL OR, HEIGHT > V-6" 8" 1-4 I I ................... 3" CLR. ...... - (2) #3 TiES 12" 1 STORY #4 CONT. TOP AND BOT. TYPICAL NEW FTG TO EXISTING FTG DETAIL 4 1 TYPICAL FOUNDATION DETAIL F1 NO SCALE SD2 NO SCALE SD2 Q�pVESSIpN9 K. ='� cNo. 75688' * 6/ 0/18 ,P CIV\L ��Q gTF�F CAS\F p� 12/22/16 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS 383 Rio Lindo Ave. Suite 200 Chico, CA 95926 P. 530.592.4407 SummitChico.com Uj J WQ 0U O, G O ryoo 717 zU O� T::Q U n�: W Q� Q W V F- CO QW Q U ss� REVISIONS: DATE: 12/22/16 SCALE: NTS DRAWN BY: RKB JOB NUMBER: 15-349 SHEET: SD2 r ALL LAPS (60) BAR DIAMETERS, U.N.O.\ MIN TYPICAL U.N.O TYPICAL CONCRETE STEM/FTG REBAR PLAN 9 NO SCALE SD3 FNDN PER NOTE: DO NOT LOCATE ACCESS OPENING BELOW POSTS OR MULTIPLE STUDS/KING-TRIMMERS IN WALL ABOVE. 4X6 DF#2 AT OPENING 24" X 18" WITH LUS HGR UNDER FLOOR ACCESS FJ PER PLAN 3 1 ' a 6 �, I OFFSET BEND, TYP. BARS TO MATCH CONT. REINF. 5'-0" 1'-6" TYPICAL UNDER FLOOR ACCESS DETAIL NO SCALE CURB PER ARCH.-----,., CONTROL TOOL JOINT 1/8- MIN (2) #4 6" MAX SLAB STEP WIDTH 1/4" MAX /CONTIN SEE PLAN 1" DEEP MIN � SI — III =11 , III (1) #4 CONT. #3 AT 12" O.C. IIIII o SEE —j NOTE 3 PROVIDE 3/4" CHAMFER WHERE WALL ABOVE DIMENSIONS PER DOES NOT OCCUR, TYP CONT MECH. PAD ARCH #4 CONT ARCH OR CURB TYP #4x4'-0" 1'-0" AT 1'-6" O.. SEE C _ \ NOTE 3 LMr' 2'-6", TYP. o UOUS -AB EDGE 'NATURAL GRADE #3 AT1 1 1 1 1 1 �=111111 " 111= = 1 1 1 1 1 1 12O.C. 1'-0" 2x4x2'-0 KEY TYP. SLAB �AT 1'-6" O.C. AT 3'-0" O.C. CONSTRUCTION REINFORCING JOINT PER PLAN 1'-0" NOTES: 1. PREPARE SUBGRADE PER SOILS REPORT IF APPLICABLE. 2. SEE PLAN FOR RECOMMENDED SLAB REINFORCING. 3. MAY REDUCE DIMENSION TO 6" IF WALL ABOVE DOES NOT OCCUR. 4. GENERAL CONTRACTOR SHALL PROVIDE CONTROL AND CONSTRUCTION JOINT UkYOUT PLAN FOR ENGINEER'S REVIEW PRIOR TO CONCRETE PLACEMENT. TYPICAL SLAB—ON—GRADE DETAILS 7 NO SCALE SD3 MAXIMUM SLOPE BETWEEN ADJACENT FOOTINGS SEE SOILS REPORT (WHERE APPLICABLE) FOR ADDITIONAL INFORMATION AND VERIFICATION / FOOTING PER PLAN / 12 WHERE OCCURS, TYP 12 \(E) FOOTING/WALL TYPICAL ADJACENT FOOTING DETAIL NO SCALE W=2XD3 3'-0" MIN. LAP (60) BAR DIAMETERS T. REINF, (TOP AND BOTT) LAP (60) BAR DIAMETERS ` LARGER OF D1 OR D2 MINIMUM 3" MIN. CLEAR . REINF, (TOP AND BOTT) SEE NOTE 1 2X DECKING BY OTHERS (EITHER DIRECTION) WITH PLYWOOD AND (2) SCREWS AT EACH NAILING PER PLAN DECK JOIST ... ... � FLOOR JOIST PER ARCH PER PLAN 1 JOIST PER PLAN WITH WS 2X CONT. RIM HGR OR 2X6 P.T. BLOCK IAT 16" O.C. WITH (4) 8d TOENAILS EACH END • 2X CONT. PT LEDGER FOUNDATION, SILL, AND E.N., WITH (1) 1/4- DIA. ANCHORS PER 1 /SD2 NP SDS SCREW AT 8" O.C. WITH 1 1/2" EMBED NOTES: 1.) WATERPROOFING, FLASHING, AND DRAINAGE BY OTHERS. 2.) WEATHER TREATMENT AND CORROSION PROTECTION BY OTHERS. 3.) SEE 1/SD2 AND 9/SD2 FOR ADDITIONAL INFORMATION. DIECK LEDGER DETAIL F3 NO SCALE S D3 NOTE: WEATHER TREATMENT AND CORROSION PROTECTION BY OTHERS. 2X DECKING BY OTHERS WITH (2) SCREWS AT EACH DECK JOIST DECK JOIST PER PLAN— GIRDER PER LSU CONT. RIM 2X TREADS BY OTHERS 1X RISERS BY OTHERS WITH �(2) 16d RINGSHANK NAILS I AT EACH STAIR STRINGER 2X PT STRINGERS 12" O.C. MAX UNSUPPORTED SPAN = 2'-6" TYPICAL STEPPED FOOTING ELEVATION 5 STAIR DETAIL NO SCALE SD3 NO SCALE WATERPROOFING, DRAINAGE, AND CORROSION PROTECTION BY OTHERS 2X DECKING BY OTHERS NOTE: WEATHER TREATMENT AND CORROSION PROTECTION BY OTHERS. WITH (2) SCREWS AT PT FLOOR JOISTS PER PLAN EACH DECK JOIST PT SOLID BLOCK /2X TREADS BY OTHERS �SAT2) 1X RISERS BY OTHERS WITH NAILS 2X PT STRINGERS �ACH16dRSTAIIRANK STRINGER PT GIRDER PER PLAN WITH BC POST CAP AT POSTS 4X6 PT POST WITH (4) 16d TOENAILS TO PIER T T "WETSET" G PRECAST CONC. PIE 3) 8d TOENAILS PER FJ a z 00 —� 3" CLR. PER PLAN REINF PER PLAN NOTE: DECK BRACING AND GUARDRAILS/HANDRAILS PER CONTRACTOR. TYPICAL DECK FOUNDATION NO SCALE z SD3 1 G V. V.I -' , UNSUPPORTED SPAN = 2'-60— 2X4 P.T. DF CONT. WITH 1/2" DIA SLAB -ON -GRADE EXP. ANCHOR AT EACH STRINGER BY OTHERS AS OCCURS z I PERMIT # 3" CLR BUTTE COUNTY DEVELOPMENT SERVICES REVIEWEDCE 12" MIN. (1) #4 CONT. CODE COMPLIANCE TOP AND BOT. DATE L e I� BY* --Ii--- 4 TYPICAL STAIR TO FOUNDATION DETAIL 1 SD3 NO SCALE D3 Q�OFESS/ONq K cNo. 75688' * 6/ o/�s j CIVIL gTFOF CASE 0� 12/22/16 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS 383 Rio Lindo Ave. Suite 200 Chico, CA 95926 P. 530.592.4407 SummitChico.com V) ..j LU J LTJ Q J I) U cO GO LU ry-:D_ U F0>- E— Q U E3: LTJ D Q � � LU 11-- M "� • Q 00 J i> N Q U asssssa REVISIONS: DATE: 12/22/16 SCALE: NTS DRAWN BY: RKB JOB NUMBER: 15-349 SHEET: SD3 WATERPROOFING AND E.N.- DRAINAGE .N.DRAINAGE BY OTHERS 2X BLOCKING PER ARCH WHERE REQ'D TS18 STRAP AT WATERPROOFING AND 48" O.C. TO DRAINAGE BY OTHERS WALL FRAMING FASCIA BY OTHERS E.N. E.N. SLOPE TO DRAIN PER ARCH SHEAR PER SWS TYPE "6", �— TYP ENTIRE TRUSS HEEL—STRAP AT 48" PROVIDE GAP BETWEEN PANELS 2X SOLID E.N O.C. TO WALL AS REQ'D. BY MFR., 1/8" MINS BLOCKS FRAMING 2X BLOCK AJAT E.N., TYP 48" O.C. TYPTF MTL HGR 2X SOLID BLOCKS CONT. 2X6 SLOBALLOON STUDS BALLOON STUDS RAFTER PLANE AT 16" O.C. U.N.O. AT 16" O.C. U.N.O.16dPER WALL CONT. 2X LEDGER WITH (2) SHEAR PER PLAN - 1 /4" DIA. SDS SCREWS AT 16" O.C. WITH 2 1/2" EMBED NOTE: STRAP ACROSS LEDGER DISCONTINUITIES WITH ST6224 STRAP. TYPICAL LEDGER DETAIL NO SCALE PROVIDE GAP BETWEEN PANELS AS REQ'D. BY MFR., 1/8" MIN.--\ ROOF PLY AND NAILING PER PI (3) 16d a ROOF PLY TOENAILS,` AND NAILING TYP PER PLAN— E.N. PLY AT/ SLEEPER, TYP\\ -2X4 WITH 16d NAILS AT 12" O.C., TYP `-2X4 VERT. AT 24" O.C. WITH (4) 16d TOP AND (2) 16d TOENAILS BOTT., TYP TYPICAL OVERFRAM I NG DETAIL NO SCALE BOTTOM CHORD OF TRUSS BY OTHERS NON-BEARING WALL SIMPSON STC CLIP AT EACH TRUSS �1 /2" GAP lA _L WALL PERPENDICULAR TO TRUSS SIMPSON DTC CUP AT EACH TRUSS - 1 /2" GAPS TRUSS BY OTHERS, TYP 1 NON-BEARING WALL \2X4 BLOCK AT 4'-0" O.C. WITH (2) 16d EACH END WALL PARALLEL TO TRUSS OR ER 2X SLEEPER WITH (3) 16d RAFTER NAILS AT EA TRUSS P RAFTER OR TRUSS ; PLAN, TYP ROOF PLY AND NAILING PER PI TYPICAL EAVE DETAIL BLOCKING 5T EA. TRUSS PLATE PER 9/SD1 ALL FRAMING PER PLAN NO SCALE ROOF PLY AND ,'-c» „Av NAILING PER, PLAN FASCIA BY OTHERS E.N:` NOTE: CONTRACTOR SHALL VERIFY NOTCH DEPTH AND LOCATION WITH TRUSS MFR. PRIOR TO CUTTING. ROOF TRUSSES BY OTHERS 1� 3) 16d TOENAILS E.N. .. -2X6 FLAT OUTLOOKER AT 24" O.C., NOTCH TOP CHORD TO 1 SEAT OUTLOOKER 1 GABLE ENDADD 2X4 FLAT TO TRUSS BY OTHERS BRACES LONGER SHEAR ENTIRE WALL THAN 6'-0" WITH PER SWS TYPE "6" 16d AT 12" O.C. A35 CLIP PER SHEAR WALL 2X6 BRACE AT SCHEDULE, OTHERWISE 4'-0" O.C. WITH 4'-0" O.C., TYP. (5) 16d NAILS EACH END PROVIDE GAP BETWEEN PANELS AS REQ'D. BY MFR., 1/8" MIN. --__,'.j • E.N., TYP 2X BLOCKING AT 4'-0" O.C., DBL TOP PLATE T&B, (3) 12d T.N. EA. END PER 9/SDI \(3) 16d T.N. EA BLOCK SHEAR PER PLAN WALL FRAMING PER PLAN _Lt s TYPICAL GABLE END TRUSS DETAIL 2 SD4 NO SCALE PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DATE I 11 BY-? . ROOF PLY AND RBC CUP PER SHEAR NAILING PER PLAN WALL SCHEDULE, ROOF TRUSSES OTHERWISE 4'-0" O.C., TYP. BY OTHERS SOLID BLOCKING H2.5T EA. TRUSS AND (2) AT MULTI -PLY TRUSSES E.N. FASCIA BY OTHERS TOP PLATE PER 9/SD1 SHEAR PER PLAN FRAMING PER PLAN TYPICAL NON-BEARING WALL DETAIL 4 TYPICAL EAVE DETAIL 1 NO SCALE SD4 NO SCALE SD4 QROFESS/ONq K. �No. 75688' * 6/ o/�s JX CIVIL gTFOF CA00� 12/22/16 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACH ED STRUCTURAL CALCULATIONS 383 Rio Lindo Ave. Suite 200 , Chico, CA 95926 P. 530.592.4407 SummitChico.com Uj J W Q 0U QO, 2� re_ zU O �- F-- Q U o3: D QLTJ Q LU I-- M t /1 J V J Q 00 N Q U REVISIONS: DATE: 12/22/16 SCALE: NTS DRAWN BY: RKB JOB NUMBER: 15-349 SHEET: SD4 ROOF PLY. AND NAILING PER PLAN, TYP 2X SLEEPER WITH (3) 16d EA. RAFTER RAFTER PER PLAN ' RAFTER PER PLAN NOTE: WATERPROOFING, FLASHING, AND VENTING BY OTHERS. ROOF DETAIL 9 NO SCALE OD5 ROOF PLY. AND NAILING PER PLAN E.N. 2X BLOCK RAFTER PER PLAN RBC CLIP AT 3'-0" O.0 E.N. TOP PLATE (E) ROOF PLY PROVIDE 2X4 RAFTER PER 9/SD1 SHEAR PER SWS TYPE "6", 16d AT 7" O.C. TYP ENTIRE WALL-- TIES WITH (6) 16d EA. LEDGER PER 6/SD4, SIM E.N. CEILING JOIST PER PLAN ' (E) ROOF FRAMING HGR PER 12/SD1 2X BLOCK E.N. \A35 CLIP AT E.N. 3'-0" O.C. �E) DBL TOP PERPENDICULAR TO CJ's PLATE (E) WALL NOTES: FRAMING 1. WATERPROOFING, FLASHING, AND VENTING BY OTHERS. 2. OVERFRAMING PER 5/SD4 NOT SHOWN FOR CLARITY. 3. DO NOT DISTURB EXISTING RAFTER TO CEILING JOIST CONNECTION. 4. ANY DISCREPANCIES BETWEEN EXISTING FRAMING SHOWN AND FIELD CONDITION SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD. 2X BLOCK TYPICAL ROOF DETAIL 8 NO SCALE SD5 ROOF PLY AND NAILING PER PLAN 1'-0" MAX 2'-0" 3) 16d TOENAILS .N. �. FASCIA BY 2X4 FLAT OUTLOOKER OTHERS SHEAR TO MATCH AT 24" O.C., NOTCH WALL BELOW — PLY AND GABLE RAFTER TO SEAT PROVIDE GAP BETWEEN PANELS OUTLOOKER AS REQ'D. BY MFR., 1/8" MIN. 2X4 BRACE AT 4'-0" Q.C. WITH (4) 16d E. N., TYP \12X AILS EACH END DBL TOP PLA BLOCKING AT PER 9/SD1 (3) 16d T.N. EA � _ 2d0 T.N. EA TRAFIER SHEAR ENTIRE WALL BLOCK/BRACE PER SWS TYPE "6" —L,—WALL FRAMING PER PLAN, TYP TYPICAL GABLE END DETAIL NO SCALE SD5 ROOF PLY AND NAILING PER PLAN E.N. 01ST PER PLAN 2X BLOCK E.N A35 CUP AT DBL TOP PLATE PER 9/Sl)l�3'-0" O.C. H2.5T EA. SHEAR PER SWS TYPE "6", RAFTER TYP DOWN TO BOTTOM OF LEDGER PER 6/SD4 FOR WALL FRAMING ADJACENT CEILING, OR TO PER PLAN BOTTOM OF BEAM BELOW NOTE: OVERFRAMING PER 5/SD4 NOT SHOWN FOR CLARITY. NOTE: WATERPROOFING, FLASHING, AND VENTING BY OTHERS. E.N ROOF PLY AND NAILING PER PLAN, TYP RAFTER PER PLAN — N. /LSTA24 STRAF AT 6'-0" O.C. T'RIDGE BEAM PER PLAN RAFTER PER PLAN TYPICAL ROOF FRAMING DETAIL 5 TYPICAL RIDGE DETAIL 2 SD5 NO SCALE SDS PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DATE I BY�� NO SCALE RAFTER PER PLAN ROOF PLY AND NAILING PER PLAN ROOF PLY AND PROVIDE 2X4 RAFTER Q�pFESS/aN BEAM PER PLAN PER PLAN TIES WITH (6) 16d EA. (6) O� �0 K END AT EA. RAFTER TO POST PER PLAN E.N. WHERE RAFTERS RUN A35 CLIP PER PERPENDICULAR TO CJ's \ ' SHEAR WALL SCHEDULE, STRAPS PER STRAP PER PLAN 2X BLOCK �No. 75688' ' PLAN, TS22 AT EACH SIDE OF 6/ 0/18 A35, TYP FASCIA BY OTHERS U.N.O. A35, TYP� PLAN WHERE OCCURS SHEAR WALL SCHEDULE, POST/BEAM„ E.N. RAFTER * C I V 1 OTHERWISE 4 -0 0 C , TYP .N. H2.5T EA. RAFTER TOP PLATE PER 9/SDI ST6224 U.N.O. SHEAR ENTIRE WALL "6" ,P,>, F0FCA0O PER SWS MARK �SHEAR PER PLAN 12/22/16 WALL FRAMING PER PLAN ROOF PLY. AND THESE PLANS HAVE BEEN REVIEWED WALL FRAMING PER PLAN TYPICAL EAVE DETAIL 4 TYPICAL EAVE DETAIL 1 NAILING PER PLAN FOR COMPLIANCE ONLY WITH THE SD5 ATTACHED STRUCTURAL 1'—O" MAX 2'-0" (3) 16d TOENAILS CALCULATIONS EAM PER PLAN BEAM PER PLAN .N• BEAM TO BEAM CONNECTION POST TO BEAM CONNECTION FACIA BY OTHERS - %X6 SPLICE WHERE E•N• FLAT OUTLOOKERS AT 2'-0" SOLE PLATE ER PLAN OCCURS BEAM PER PLAN O.C. HOLD DOUBLE TOP PLATE PER PLAN TYP DOWN AND NOTCH PLY TO RUN OUTLOOKERS AND BLOCKING OVER 4BLOCK TOP PLATE PER 9/SDI PLATE FLOOR PLY PER SOLID SHEAR PER PLAN. NOTCH 2X SOLID BLOCK WITH NAILING TOPLAN PLY AT OUTLOOKER — MA, �H SOLE NAILING PER SHEAR WALL SCHED. RIM JOIST PER PLAN/ STRAP PER PLAN A35, TYP_ AT EACH SIDE OF 383 Rio Lindo Ave. TOP PLATE STRAP PER PLAN POST/BEAM„ ALLOON FRAMING TYP. Suite 200 PER PLAN AT EACH SIDE OFAT ST6224 U.N.O. GABLE END U.N.O. Chico, CA 95926 POST PER PLAN POST/BEAM„ POST PER PLAN P. 530.592.4407 ST6224 U.N.O. SummitChico.com POST TO POST CONNECTION BEAM TO POST CONNECTION NOTE: VENTING AND FIRE BLOCKING BY OTHERS. TYPICAL POST/BEAM CONNECTION DETAILS 6 TYPICAL GABLE ENCS ROOF TO WALL DETAIL 3 NO SCALE SD5 NO SCALE SD5 ROOF PLY AND NAILING PER PLAN E.N. 01ST PER PLAN 2X BLOCK E.N A35 CUP AT DBL TOP PLATE PER 9/Sl)l�3'-0" O.C. H2.5T EA. SHEAR PER SWS TYPE "6", RAFTER TYP DOWN TO BOTTOM OF LEDGER PER 6/SD4 FOR WALL FRAMING ADJACENT CEILING, OR TO PER PLAN BOTTOM OF BEAM BELOW NOTE: OVERFRAMING PER 5/SD4 NOT SHOWN FOR CLARITY. NOTE: WATERPROOFING, FLASHING, AND VENTING BY OTHERS. E.N ROOF PLY AND NAILING PER PLAN, TYP RAFTER PER PLAN — N. /LSTA24 STRAF AT 6'-0" O.C. T'RIDGE BEAM PER PLAN RAFTER PER PLAN TYPICAL ROOF FRAMING DETAIL 5 TYPICAL RIDGE DETAIL 2 SD5 NO SCALE SDS PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DATE I BY�� NO SCALE REVISIONS: DATE: 12/22/16 SCALE: NTS DRAWN BY: RKB JOB NUMBER: 15-349 SHEET: SD5 RAFTER PER PLAN ROOF PLY AND NAILING PER PLAN ROOF PLY AND PROVIDE 2X4 RAFTER RAFTER PER PLAN NAILING PER PLAN TIES WITH (6) 16d EA. (6) 16d AT EA CJ/TIE END AT EA. RAFTER TO RAFTER CONNECTION E.N. WHERE RAFTERS RUN A35 CLIP PER PERPENDICULAR TO CJ's \ ' SHEAR WALL SCHEDULE, OTHERWISE 4'-0" O.C., TYP. E.N. 2X BLOCK ' CEILING JOIST PER RBC .CLIP' PER ' "' `• FASCIA BY OTHERS H2.5T EA. PLAN WHERE OCCURS SHEAR WALL SCHEDULE, { E.N. RAFTER OTHERWISE 4 -0 0 C , TYP .N. H2.5T EA. RAFTER TOP PLATE PER 9/SDI SHEAR ENTIRE WALL "6" TOP PLATE +PER 4/SDI PER SWS MARK �SHEAR PER PLAN WALL FRAMING PER PLAN WALL FRAMING PER PLAN TYPICAL EAVE DETAIL 4 TYPICAL EAVE DETAIL 1 NO SCALE SD5 NO SCALE SD5 REVISIONS: DATE: 12/22/16 SCALE: NTS DRAWN BY: RKB JOB NUMBER: 15-349 SHEET: SD5