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B17-0228 041-280-198
A PROPOSED RESIDENCE FOR VIEMOUS WOMM9 J� 0 HIGH MEADOWS ROAD OROVILLE,,,, CALIFORNIA 95965 DESIGNER O'Hare Drafting and Designs CONTACT: El O'Hare 30 LANDING CIRCLE, SUITE 103 CHICO, CA 95973 PHONE 530 343-5954 el@oharedrafting.com PLAN SYMBOLS MODULE LOCATION SHEET LOCATION MODULE LOCATION f--- CUT DESIGNATION SHEET LOCATION COLUMN GRID MATCH LINE AREA OF BUILDING SHOWN ON SHEET OFFICE F-- ROOM NAME ROOM NUMBER DOOR TAG TOC TOS SPOT ELEVATIONS ELEVATION N-FLOCATION BENCHMARK ELEVATION 631 TOPOGRAPHIC CONTOUR ELEVATION • • PROPERTY LINE MATERIAL A PH mo 041-280- 1 98-000 k -, ' CONCRETE A2.1 ARCHITECTURAL FLOOR AND FOUNDATION PLAN A3.1 EXTERIOR ELEVATIONS AND DETAILS & @ And At DR D.S. Door Down spout LAM LAV Laminate Lavatory SC SCD Sold Core Seat Cover Dispenser DRAWING RELATED ITEMS SCOPE OF 0 K : AB Anchor Bolt DWG Drawing LT Light SCHED Schedule A GENERAL DISCLAIMER. ALL DESIGNS, ELEVATIONS, PLANS AND OTHER ART DISPLAYED ON THIS DRAWING W- U W A.G. Asphalt Concrete (E) East irQ SD Soap Dispenser SET ARE DISCLOSED FOR THE EXCLUSIVE USE FOR WHICH THEY WERE DELIVERED TO THE OWNER THEY THIS PERMIT IS MADE TO PROVIDE ALL NECESSARY A/C AD. Air Conditioner Area Drain EA Each MAS MAX Masonry Maximum SECT SH Section Shelf, Shelving MAY NOT BE REPRODUCED WITHOUT EXPRESSED WRITTEN CONSENT OF THE OWNER. COMPONENTS FOR A NEW SINGLE STORY RESIDENCE. THE ACOUST Acoustical E.J. Expansion Joint MECH Mechanical SHT Sheet WORK SHALL BASED ON C.R.C. SECTION R301 ADJ Adjacent ELEC ELEV Electric(al) Elevation MFR MIN Manufacturer Minimum SHTG Sheathing B. CODE REQUIREMENTS ALL COMPONENTS OF THIS PROJECT ARE INTENDED TO COMPLY WITH WITH TI 1E "CONVECTIONAL LIGHT -FRAME CONSTRUCTION" AND BE OF CONCRETE SLAB & FOOTINGS, WOOD FRAMED WALLS, AND A.F.F. AGG Above Finished Floor Aggregate EMBED Embedment MISC Miscellaneous SIM S.O.G. Sinilar Slab on Grade CODES AS LISTED IN THE PROJECT INFORMATION SECTION OF THIS SHEET. ANY DEVIANCE FROM THE TRUSSED ROOF FRAMING PERMIT SHALL INCLUDE ALL ALUM Alumfxxn E.O.R. EQ Engineer of record MTD Mounted SND Sanitary Napkin Dispenser WRITTEN REQUIREMENTS OR UNCERTAINTY WHICH MAY REQUIRE INTERPRETATION SHALL BE CONFIRMED IN TRADES AS REQUIRED TO COMPLETE THE PROPOSED APPROX Approximate EQUIP Equipment MTL Metal SNR Sanitary Napkin Receptacle WRITING BY THE JURISDICTION'S BUILDING OFFICIAL. PROJECT. Q ARCH Architectural EQ Exhaust MTP Metal Toilet Partition SPECS Specifications C. VERBAL DEFINITIONS GOVERNING CODE: ASPH Asphalt EXP EXT Expansion Exterior NIC NTS Not in Contract Not to Scale SSQ re Stainless Steel "ACCESSIBLE" REFERS SPECIFICALLY TO COMPLIANCE WITH THE PROVISIONS FOR DISABLED PERSONS 2016 CALIFORNIA BUILDING CODE (CBC) BD Board STD Standard AS PRESCRIBED IN THE AMERICANS WITH DISABILITIES ACT (A.DA) AND CHAPTER 11 OF THE C.B.C. 2016 CALIFORNIA RESIDENTIAL CODE (CRC) BLDG) Blocking FBGL FE/FEC Fiberglass Fire Ext her/Cabinet �s 0 0/ Diameter Grab Bar STOR Storage "ALIGN" MEANS THAT SIMILAR CONSTRUCTION ITEMS, (FOR EXAMPLE WALLS, WINDOWS JAMB, ETC.) LINE UP 2016 CALIFORNIA ELECTRICAL CODE (CEC) BM Beamer FD Floor Drain OC On Center STRL. Structural ACROSS VOIDS OR DISCONTINUITIES. 2016 CALIFORNIA MECHANICAL CODE (CMC:) BOT Bottom FHWS Flat Head Wood Screw OD OPG Outside Diameter SUSP SYM Symmetrical 'TYPICAL" MEANS IDENTICAL FOR ALL SAME CONDITIONS UNLESS OTHERWISE NOTED. 2016 CALIFORNIA PLUMBING CODE (CPC) FIN Finish Opening SYS System 2016 CALIFORNIA ENERGY CODE (CEC) CABT C.B. Cabinet Catch Basin FLR FOC Floor(r� OPP Opposite "SIMILAR" MEANS COMPARABLE CHARACTERISTICS FOR THE CONDITIONS NOTED. 2016 CALIFORNIA FIRE CODE (CFC) C.B.C. Uniform Building Code FOS Face of Concrete Face of Stud PB Pill pe Board T TB Tread Tack board D. DETAILS ARE INTENDED TO THE END RESULT OF WORK MINOR MODIFICATIONS NECESSARY TO 2016 CALIFORNIA GREEN CODE (CALGREEN) CEM w/ California Anenxi'nents Cement FRAMG Fra �9 PERIM PERPEND Perimeter Perpendicular T&G Tongue &Groove ACCOMMODATE SPECIFIC JOB CONDITIONS SHALL BE INCLUDED AS PART OF THE WORK SUBJECT TO CER Ceramic FTG FURN Footing PFB Prefabnicate(d) TEL Telephone APPROVAL OF THE OWNER OR E.O.R. COUNTY DATA C.I. Cast Iron Furnished PL Property Line TEMP THK Tempered Thick(ness) E. NOTED DIMENSIONS TAKE PRECEDENCE OVER THE APPARENT SCALE CF A DRAWING COMPONENT. DO COUNTY - BUTTE CJ C Control Joint Center Line GA GALV Gauge Ga,, ah rized P.LAM PLAS Plastic Laminate Plaster TOB T of Block NOT SCALE DRAWINGS. CONTRACTOR SHALL VERIFY ALL DIMENSIONS. IF DISCREPANCIES ARE FOUND, A ASSESSORS PARCEL NUMBER 041-280-198-000 CLG Ceiling GB GB Grab Bar PLYWD P TOM Top of Masonry REQUEST SHALL BE MADE TO O'HARE DRAFTING & DESIGNS FOR VERBAL OR WRITTEN CLARIFICATION. LOT SIZE - 20.0 ACRE CLU CMU Clear Concrete Masonry Unit G.I. G Galvanized Iron Glue Laminated Beam PR PT Pair Point TOP TOS Top of Plate Top of Slab F. ALL DIMENSIONS ARE TO EDGE OF SLAB, FACE OF STUD, OR CENTER LINE OF COLUMN, UNLESS ZONING - FR20 (LOW DENSITY RESIDENTIAL) COL Column GLU-LAM Glue Laminated PTD Paper Towel Dispenser TOW Top of Wall OTHERWISE NOTED ON DRAWINGS. VERTICAL DIMENSIONS ARE TO TOP OF CONCRETE, TOP OF PLATES, OR C.D.F. - S.RA - Y CONC Concrete GYP BD Gypsum Board PTD/R PTD and Receptacle TPD Toilet Pr n r Dispenser TOP OF SHEATHING UNLESS OTHERWISE NOTED ON DRAWINGS. FLOOD ZONE - "X" CONN Correction PVC Polyvinyl Chloride TS Tubular Steel, CONST Construction H.B. Hose Bib TYP Typical G. DEPENDING UPON THE SCALE OF THE PROJECT, MECHANICAL, ELECTRICAL AND PLUMBING (M.E.P.) CONT Contixms HC HDR Handicapped Header R RB Riser or Radius RubberBase LION Unless Otherwise Noted DRAWINGS MAY OR MAY NOT BE INCLUDED IN THE DRAWING SET. THE DRAWING INDEX VERIFIES WHICH CW Cold Water HDWR Hardware RD Roof Drain UR VERT Urinal Vertical SHEETS SHOULD BE INCLUDED. IF NO M.E.P. DRAWINGS ARE INCLUDED ON A SMALLER DRAWING SET IT IS OCCUPANCY GROUP: DBL Double HM Hollow Metal REF Refrigerator V.C.T. vinyl Composition Tile THE RESPONSIBILITY OF THE CONTRACTOR AND HIS SUBCONTRACTORS TO INSURE THAT ALL WORK IS SECTION 310.5, GROUP R-3, (RESIDENTIAL) DET Detal HORIZ Horizontal REINF Reinforced) VWC vinyl Wall Covering PERFORMED IN COMPLIANCE WITH THE APPLICABLE CODES (SEE ITEM 13' ABOVE) IF M.E.P. DRAWINGS ARE DF Drinking Fountain/ HT Height REQD Required W/ With INCLUDED SUCH DRAWINGS ARE SUPPLEMENTAL TO THE ARCHITECTURAL AND STRUCTURAL DRAWINGS. Douglas F� ID Inside Diameter REV � RHWS Reversed Round Head Wood Screw WAIN Wainscot ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER OR E.O.R. FOR CLARIFICATION. DIA DIM Diameter Dimension INSUL Insulation RM Room WC WD Water Closet Wood PROPOSED CONSTRUCTION AREAS AND DESCRIPTION DN Down INT Interior RO Rough WH Water Heater H. ASSEMBLIES WITHIN RATED CONSTRUCTION REQUIRE A U.L. ASSEMBLY NUMBER RECOGNIZED BY THE JAN Janitor RWD Redwood WP Waterproof(iing) C.B.C., C.F.C. OR FIRE MARSHALL. WHEN SUCH NUMBERS ARE PRESENTED ON THE DRAWINGS, IT IS CRITICAL LIVING AREA 952 S.F. JT Joint THAT THE ASSOCIATED ASSEMBLY MEETS THE REQUIREMENTS THEREOF AND THAT PRODUCT LITERATURE FRONT PORCH AREA 70 S.F. RELATED TO THE COMPONENTS OF THAT ASSEMBLY BE RETAINED ON SITE FOR INSPECTION. J. PLEASE REFER TO THE FLOOR PLAN FOR THE REQUIREMENTS OF DOORS. C.B.C. CONSTRUCTION TYPE: TYPE VB ABBREVIATIONS K. PLEASE REFER TO THE STRUCTURAL COVER SHEET FOR ADDITIONAL INFORMATION REGARDING THE GENERAL REQUIREMENTS FOR STRUCTURAL RELATED ISSUES. OCCUPANT LOADING: PLAN SYMBOLS MODULE LOCATION SHEET LOCATION MODULE LOCATION f--- CUT DESIGNATION SHEET LOCATION COLUMN GRID MATCH LINE AREA OF BUILDING SHOWN ON SHEET OFFICE F-- ROOM NAME ROOM NUMBER DOOR TAG TOC TOS SPOT ELEVATIONS ELEVATION N-FLOCATION BENCHMARK ELEVATION 631 TOPOGRAPHIC CONTOUR ELEVATION • • PROPERTY LINE MATERIAL SYMBOLS k -, ' CONCRETE A2.1 ARCHITECTURAL FLOOR AND FOUNDATION PLAN A3.1 EXTERIOR ELEVATIONS AND DETAILS A3.2 GYP. BOARD U) MASONRY CG.1 BATT INSULATION 0 RIGID INSULATION W ORIENTED STRAND BOARD- ELEVATION STEEL OR METAL HoC BLOCKING ry CONTINUOS PLATE .r EXPOSED WOOD SOIL adi AM GRAVELASPHALT PAVING ■ GLAZING OR ARCHITECTURAL SPECIALTY AS NOTED APA RATED SHEATHING LANDSCAPING- AS NOTED PLAN SYMBOLS AND GRAPHICS LEGEND CONTRACTOR RELATED ITEMS 1. CONTRACTOR TO PROVIDE COPIES OF BROCHURES, SHOP DRAWINGS AND/OR FINISH MATERIAL SAMPLES TO THE OWNER FOR REVIEW PRIOR TO PROCEEDING WITH THE INSTALLATION OR WORK. 2. PRIOR TO COMMENCING ANY WORK OR ORDERING MATERIALS, THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS OF ANY EXISTING OR NEW WORK AND SHALL BE RESPONSIBLE FOR THEIR ACCURACY. ANY CHANGES FROM THE CONTRACT DOCUMENTS SHALL BE SUBMITTED TO THE OWNER AND E.O.R. FOR CONSIDERATION BEFORE PROCEEDING WITH THE WORK THE CONTRACTOR SHALL ALSO VERIFY THE LOCATION OF EXISTING UTILITIES PRIOR TO BEGINNING WORK. 3 EACH TRADE WILL BE HELD RESPONSIBLE FOR KNOWLEDGE OF GENERAL NOTES AND BUILDING CODE COMPLIANCE LISTED OR IMPLIED HEREIN. CONTRACTOR SHALL BE RESPONSIBLE FOR THE ACTS AND OMISSIONS OF ALL HIS EMPLOYEES AND SUBCONTRACTORS AND SHALL SUPERVISE THE WORK AND COORDINATE ALL PORTIONS THEREOF. 4. THE CONTRACTOR IS EXPECTED TO HAVE STUDIED THE DRAWINGS, TO HAVE VISITED THE SITE, AND TO HAVE REVIEWED ALL CONDITIONS UNDER WHICH HE WILL BE OBLIGED TO OPERATE. SUCH CONDITIONS SHOULD BE REFLECTED AND QUALIFIED IN THE FINAL BID. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF EXISTING AND NEW WORK ANY WORK DAMAGED FOR ANY REASON SHALL BE REPLACED AT NO COST TO THE OWNER 6. SUBSTITUTIONS, REVISIONS OR CHANGES MAY BE ALLOWED ONLY IF ITEMS ARE SUBMITTED IN A TIMELY MANNER IN WRITING AND SUBSEQUENTLY APPROVED BY THE OWNER AND E.O.R. WITH RESPECT TO DESIGN AND PERFORMANCE. THE CONTRACTOR IS LIABLE FOR REPLACEMENT, REPAIR AND DELAYS WHICH ARE THE RESULT OF ANY SUBSTITUTIONS. ADEQUATE SPECIFICATIONS AND DRAWINGS ARE REQUIRED IN ORDER TO REVIEW ALTERNATIVE ITEMS. THE OWNER AND E.O.R. RESERVES THE RIGHT TO REJECT A SUBSTITUTION FOR ANY REASON. CHANGES MUST ADDITIONALLY BE APPROVED BY THE GOVERNING AGENCY. 7. ALL MATERIALS AND EQUIPMENT INCORPORATED IN THE WORK SHALL BE NEW AND ALL WORK SHALL BE OF GOOD QUALITY, FREE FROM FAULTS AND IN CONFORMANCE WITH THE PLANS. 8. THE GENERAL CONTRACTOR SHALL COORDINATE ANY DISRUPTIONS TO EXISTING SERVICES INCLUDING POWER, WATER, OR OTHER UTILITIES, WITH THE PROPER BUILDING PERSONNEL. SUCH DISRUPTIONS MAY INCLUDE CONCRETE CUTTING OR SIMILAR DEMOLITION WHICH MIGHT CREATE A DISTRACTION TO NORMAL FACILITY OPERATIONS. 9. THE CONTRACTOR & ALL SUBCONTRACTORS SHALL PURCHASE & MAINTAIN CERTIFICATIONS OF INSURANCE WITH RESPECT TO WORKMAN'S COMPENSATION, PUBLIC LIABILITY AND PROPERTY DAMAGE FOR THE LIMITS AS REQUIRED BY LAW. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INITIATING, MAINTAINING AND SUPERVISING ALL SAFETY PRECAUTIONS IN CONNECTION WITH THE WORK THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE ENFORCEMENT OF OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) REQUIREMENTS AND REGULATIONS. 10. THE CONTRACTOR IS RESPONSIBLE FOR KEEPING THE PREMISES CLEAN AND VOID OF THE ACCUMULATION OF WASTE MATERIALS OR RUBBISH CAUSED BY HIS OPERATIONS AT ALL TIMES. AT THE COMPLETION OF THE WORK, HE SHALL PERFORM A FINAL CLEAN UP, CLEAN ALL GLASS, AND PLASTIC LAMINATE SURFACES AND LEAVE THE WORK IN A VACUUM -CLEAN CONDITION. 11 THE CONTRACTOR SHALL GUARANTEE FOR ONEN YEAR THAT ALL OF THE WORK PERFORMED UNDER THE CONTRACT DOES NOT CONTAIN FAULTY MATERIALS, AND IS WATERTIGHT AND LEAK -PROOF IN EVERY PARTICULAR AND FREE FROM IMPROPER WORKMANSHIP. 12. CONTRACTOR SHALL SUBMIT CONFIRMATIONS WITH DELIVERY DATE ON ORDERS OF MATERIALS AND EQUIPMENT OF ANY I-ONG LEAD TIME ITEMS. THE GENERAL CONTRACTOR, ALL SUBCONTRACTORS AND ALL WORKMEN SHALL COORDINATE IN ADVANCE, THEIR INDIVIDUAL WORK WITH ALL OTHER TRADES. RESPONSIBILITY FOR LACK OF COORDINATION AND PROBLEMS CAUSED BY THIS LACK OF COORDINATION SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND ALL TRADES INVOLVED. GENERAL NOTES ANALYSIS IS BASED UPON C.B.C. TABLE 1004.1.2 TOTAL OCCUPANTS IN RESIDENTIAL AREA 1 PER 200 0 = 8 EXITING: 2 EXITS - 1 FRONT DOOR AND 1 SIDE DOOR BEDROOMS ARE PROVIDED WITH EMERGENCY EXITING THRU WINDOWS PER CBC (SECTION 1029) MAX SILL HT. OF 44" AND MIN. OPENING OF 20" WIDE x 24" HIGH CODE SUMMARY PROJECT SITE 0 HIGH MEADOWS ROAD OROVILLE, CA 95965 N VICINITY MAP )317- �-22.9 PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DATE `7' / / / /�;) BY I:; 17-022.5 �- PI 1. THIS PROJECT IS LOCATED WITHIN THE 'STATE RESPONSIBILITY AREA" AND IS REQUIRED TO HAVE A FIRE SPRINKLER SYSTEM IN ACCORDANCE WITH CRC SECTION R313.3 OR NFPA 13D. CRC SECTION 83131.1 WHICH WILL BE A DEFERRED APPRI JAL ITEM. DESIGN CRITERIA 1. TYPICAL GRAVITY LOADS USED IN THE DESIGN OF THIS STRUCTURE ARE AS FOLLOWS: SEE ROOF FRAMING PLAN, SHEET S22 2. WIND LOADS USED IN THE DESIGN OF THIS STRUCTURE ARE BASED ON THE FOLLOWING 2016 CRC CRITERIA:- BASIC RITERIA BASIC WIND SPEED = 85 mph (3 -seconds gust) 3 SEISMIC LOADS USED IN THE DESIGN OF THIS STRUCTURE ARE BASED ON THE FOLLOWING 2015 CRC CRITERIA IMPORTANCE FACTOR = 1.0 OCCUPANCY CATEGORY = I SITE CLASS = D SPECTRAL RESPONSE COEFFICIENTS: SDS = 0.50g< Sw <0.67G SEISMIC DESIGN CATEGORY = D FOUNDATION DESIGN IS BASED ON PRESUMPTIVE LOAD-BEARING VALUES PER TABLE R401.4.1 CL, WITH A MINIMUM ALLOWABLE SOIL BEARING PRESSURE OF 1,500 psf. ALL NEW OUNDATIONS SHALL BE CAST ON UNDI T B SOIL EXCAVATED TO A DEPTH OF NOT LESS THAN 12 INCHES BELOW NATURAL GRADE PER SECTION Rloat.4 OF THE 2016 CRC. FOUNDATIONS SHALL NOT BE CAST ON FILL DIRT. ALL NEW FOUNDATION EXCAVATIONS SHALL BE CLEAN AND LEVEL AND ARE TO BE SUBJECTED TO INSPECTION AND APPROVAL BY THE LOCAL BUILDING OFFICIAL PRIOR TO PLACEMENT OF CONCRETE. MINIMUM ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE SHALL BE 2500psi @ 28 DAYS DESIGN CRITERIA SHT. CONTENTS ARCHITECTURAL A0.1 ARCHITECTURAL COVER SHEET H OVERALL SITE PLAN A2.1 ARCHITECTURAL FLOOR AND FOUNDATION PLAN A3.1 EXTERIOR ELEVATIONS AND DETAILS A3.2 BUILDING SECTIONS AND DETAILS U) 0 � N T T CG.1 CALGREEN RESIDENTIAL MANDATORY MEASURES 0 CALGREEN RESIDENTIAL MANDATORY MEASURES W z � cccc M HoC ry 002 .r W- U W LLI a irQ U) IL 0> _ > a 0 00 co . .................. PROJECT SITE 0 HIGH MEADOWS ROAD OROVILLE, CA 95965 N VICINITY MAP )317- �-22.9 PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DATE `7' / / / /�;) BY I:; 17-022.5 �- PI 1. THIS PROJECT IS LOCATED WITHIN THE 'STATE RESPONSIBILITY AREA" AND IS REQUIRED TO HAVE A FIRE SPRINKLER SYSTEM IN ACCORDANCE WITH CRC SECTION R313.3 OR NFPA 13D. CRC SECTION 83131.1 WHICH WILL BE A DEFERRED APPRI JAL ITEM. DESIGN CRITERIA 1. TYPICAL GRAVITY LOADS USED IN THE DESIGN OF THIS STRUCTURE ARE AS FOLLOWS: SEE ROOF FRAMING PLAN, SHEET S22 2. WIND LOADS USED IN THE DESIGN OF THIS STRUCTURE ARE BASED ON THE FOLLOWING 2016 CRC CRITERIA:- BASIC RITERIA BASIC WIND SPEED = 85 mph (3 -seconds gust) 3 SEISMIC LOADS USED IN THE DESIGN OF THIS STRUCTURE ARE BASED ON THE FOLLOWING 2015 CRC CRITERIA IMPORTANCE FACTOR = 1.0 OCCUPANCY CATEGORY = I SITE CLASS = D SPECTRAL RESPONSE COEFFICIENTS: SDS = 0.50g< Sw <0.67G SEISMIC DESIGN CATEGORY = D FOUNDATION DESIGN IS BASED ON PRESUMPTIVE LOAD-BEARING VALUES PER TABLE R401.4.1 CL, WITH A MINIMUM ALLOWABLE SOIL BEARING PRESSURE OF 1,500 psf. ALL NEW OUNDATIONS SHALL BE CAST ON UNDI T B SOIL EXCAVATED TO A DEPTH OF NOT LESS THAN 12 INCHES BELOW NATURAL GRADE PER SECTION Rloat.4 OF THE 2016 CRC. FOUNDATIONS SHALL NOT BE CAST ON FILL DIRT. ALL NEW FOUNDATION EXCAVATIONS SHALL BE CLEAN AND LEVEL AND ARE TO BE SUBJECTED TO INSPECTION AND APPROVAL BY THE LOCAL BUILDING OFFICIAL PRIOR TO PLACEMENT OF CONCRETE. MINIMUM ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE SHALL BE 2500psi @ 28 DAYS DESIGN CRITERIA SHT. CONTENTS ARCHITECTURAL A0.1 ARCHITECTURAL COVER SHEET A1.1 OVERALL SITE PLAN A2.1 ARCHITECTURAL FLOOR AND FOUNDATION PLAN A3.1 EXTERIOR ELEVATIONS AND DETAILS A3.2 BUILDING SECTIONS AND DETAILS U) 0 � N T T CG.1 CALGREEN RESIDENTIAL MANDATORY MEASURES CG.2 CALGREEN RESIDENTIAL MANDATORY MEASURES ELECTRICAL E1 ELECTRICAL PLAN - SCHEMATIC DESIGN STRUCTURAL ENERGY '"==== CF1R I CERTIFICATE OF ENERGY COMPLIANCE ATTACHMENTS 1 (ENERGY COMPLIANCE REPORT - TITLE 24 2 I ROOF TRUSS CALCULATIONS DRAWING INDEX 0 T � c� o .� f� U 07OLO)L0 do) L9 icF 0Qco� L "I. E2 UUCf)� C O 0 CU U _J co G !9 � STRUCTURAL COVER SHEET S1.1 FASTENING SCHEDULES 1 S .2 IRN F FRAMING PLAN S4.1 TYPICAL FOUNDATION DETAILS S6.1 TYPICAL FRAMING DE'fAILS U) 0 � N T T ENERGY '"==== CF1R I CERTIFICATE OF ENERGY COMPLIANCE ATTACHMENTS 1 (ENERGY COMPLIANCE REPORT - TITLE 24 2 I ROOF TRUSS CALCULATIONS DRAWING INDEX 0 T � c� o .� f� U 07OLO)L0 do) L9 icF 0Qco� L "I. E2 UUCf)� C O 0 CU U _J co G !9 � rn U_ Lo 6 0 CI) U) 0 � N T T o w 9 O Q W z � cccc M HoC Z0�z 002 o Lu V Z W- U W LLI a irQ U) IL 0> _ > a 0 00 co n. 00 Q U) W rn rn Q J W N CN JOB NUMBER 16-025 COVER SHEET A0. 1 SHEET NUMBER �y W U) z J a F- 5 cc m � U � w W Q 0 o z z z z z Y cin O O O O U= Fn Fn Fn Fn LU Q U) = M = JOB NUMBER 16-025 COVER SHEET A0. 1 SHEET NUMBER �y �0 97 +/- 20 ACRES ♦ �J APPROX 345'-0', EXIST. V� I / f / f/ f//// -VII� y y y y yv yy y y y y y /f/ff f y / y / f f y/ III y y yy y y y yy y W y FIBER y y y y f f/ y y y -V y y y -V ROLLSy -V y y -V / f/ /f / ylll y y y y y f//// % y y y y y y y y f/ y y y Wy y y y y -V y y s M 9T y/ /f/ff -V yy y y y -v y y /C y y y y �qC� RF� y y y y y y F Ty<O�YO/ti�G y y y '�.446 �F 'CS` CyF y II y y y ' y y 20, Fti y NSTALL A FIBER ROLL NEAR L n y SLOPE WHERE IT TRANSITIONS I INTO A STEEPER SLOPE VARIES ZZ9_ z N,j cm:2 FIBER ROLL 8" MIN —! X J'WOOD STAKES MAX 4' ley` SPACING FIBER ROLL DETAIL �o 99 +/- 20 ACRES X PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR �f CODE COMPLIANCE DATE ( 1� 1r7BY,— EXISTING OR NEW TREE ROOF OUTLINE EXISTING INCE SETBACK OR EASEMENT AS DESCRIBED ON DRAWING PROPERTY LINE OUTLINE OF PROPOSED HOUSE LANDSCAPE CONCRETE SITEWORK SITE DEVELOPMENT MEASURES: Q PROVIDE STORM WATER RETENTION SYSTEM DURING CONSTRUCTION PER CG.0 SECTION 4.1062 DIRECT OR CHANNEL WATER DRAINAGE TO ADJACENT GRASS AREA EAST OF THE PROPOSED STRUCTURE a PROVIDE SURFACE. DRAINAGE PER C.QC. SECTION 4.106.3 AND C.RC. SECTION R401.3 PROVIDE DRAINAGE CONTROL TO DIRECT WATER AWAY FROM STRUCTURE AND INTO ADJACENT GRASS AREAS TO THE WEST. PROVIDE FINISH GRADE SLOPE OF 6" WITHIN THE FIRST 19 (5% SLOPE) PROJECT AWAY FROM THE BUILDING FOUNDATION. NORTH OVERALL SITE PLAN SCALE 1" = 20'0" M � too a spa vim 000 r+ o 000 W T E I / f / f/ f//// -VII� y y y y yv yy y y y y y /f/ff f y / y / f f y/ III y y yy y y y yy y W y FIBER y y y y f f/ y y y -V y y y -V ROLLSy -V y y -V / f/ /f / ylll y y y y y f//// % y y y y y y y y f/ y y y Wy y y y y -V y y s M 9T y/ /f/ff -V yy y y y -v y y /C y y y y �qC� RF� y y y y y y F Ty<O�YO/ti�G y y y '�.446 �F 'CS` CyF y II y y y ' y y 20, Fti y NSTALL A FIBER ROLL NEAR L n y SLOPE WHERE IT TRANSITIONS I INTO A STEEPER SLOPE VARIES ZZ9_ z N,j cm:2 FIBER ROLL 8" MIN —! X J'WOOD STAKES MAX 4' ley` SPACING FIBER ROLL DETAIL �o 99 +/- 20 ACRES X PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR �f CODE COMPLIANCE DATE ( 1� 1r7BY,— EXISTING OR NEW TREE ROOF OUTLINE EXISTING INCE SETBACK OR EASEMENT AS DESCRIBED ON DRAWING PROPERTY LINE OUTLINE OF PROPOSED HOUSE LANDSCAPE CONCRETE SITEWORK SITE DEVELOPMENT MEASURES: Q PROVIDE STORM WATER RETENTION SYSTEM DURING CONSTRUCTION PER CG.0 SECTION 4.1062 DIRECT OR CHANNEL WATER DRAINAGE TO ADJACENT GRASS AREA EAST OF THE PROPOSED STRUCTURE a PROVIDE SURFACE. DRAINAGE PER C.QC. SECTION 4.106.3 AND C.RC. SECTION R401.3 PROVIDE DRAINAGE CONTROL TO DIRECT WATER AWAY FROM STRUCTURE AND INTO ADJACENT GRASS AREAS TO THE WEST. PROVIDE FINISH GRADE SLOPE OF 6" WITHIN THE FIRST 19 (5% SLOPE) PROJECT AWAY FROM THE BUILDING FOUNDATION. NORTH OVERALL SITE PLAN SCALE 1" = 20'0" M � a - r+ o W T E 0 O V (D 0) 0) a �0)Lo � iQco al V UCo 0 c Wda •V � �.C�O c:U @ —' O co r` 0 O 0 co rn LL OLo6 W ■ u N 0 Q r wmQ C) cn w3- U)zw 0 O co H p j 0 3 QJ z Z z U W 0 W =LLIV ir d (A \ �JQ 0 / _ > d 0 cc cr (L a 0 0 Q cn w U) U) Q i I W r r N N w U) J z 0 ~ CL W m cr U) U a w z o w n W z O z O z O z O ?� U =) Q cn cn N to JOB NUMBER 16-025 OVERALL SITE PLAN A1. 1 SHEET NUMBER INTERIOR WALL SEE ARCH. INTERIOR SLAB SEE PLAN 2x P.T.D.F. SILL R W/ 3/8"sr x 13/8" MIN. EMBED. HILT; KB.II @ 4-0"oc. & WITHIN 9" OF ENDS, TYP. CONTRACTORS OPTION: USE HILT[ X -DNI 72P8 POWDER ACTUATED FASTENERS AT 32 INCHES ON CENTER (EXCEPT AT CONCRETE CURBS) INSTALL PER MANUFACTURERS RECOMMENDATIONS AND CURRENT ICC REPORT. T.O.S. SEE PLAN I—I I I—I I I -I I I-1 I I-1 I I-1 1-1 1 1-1 1 1 , I I �_ I __ I-1 11 ,_ �I I III I I II A NON-BEARING IG WALL SECTION TYR SCALE: 1" = 1'-0" 1 FACED WALL SCHEDULE WALL MARK O1 O2 3O O PANEL LENGTH 7 0 BRACING METHOD WSP G13 ABW CS-WSP PANEL HEIGHT 3/8" CD -X 1/2" GYP. BD. 3/8" CD -X 3/8" CD -X SHEATHING SHEATHING SHEATHING (1 SIDE) SHEATHING EDGE NAILING 18d's @ 6"o.c. I NOTE #7 1 8d's @ 6"0.c. I 8d's @ 6"o.c FIELD NAILING 18d's 0 12"o.c. 1 NOTE #7 1 8d's 0 12"o.c. I 8d's @ 12"o.c. MINIMUM 4'-0" NOTE #7 2'-8" NOTE #8 PANEL LENGTH 0 MAXIMUM 10'-0" 10'-0" 9'-0" 10'-0" PANEL HEIGHT O z z CD w ANCHOR BOLT 6'-0" o.c. N/A 3 AT 6'-0" o.c. NO. & SPACING MAX 0 V5 -POINTS MAX. TIE -DOWN N/A N/A 2-2x w/ 2-2x w/ DEVICE EA. END Lu m Q HDU2 HDU2 BRACED WALLS NOTES 1 BRACED WALL LATERAL LOAD RESISTING PANELS ARE TO BE IN CONFORMANCE WITH THE PROVISIONS OF THE 2016 CRC, SECTION R602.10 2. VERTICAL STUD SPACING SHALL NOT EXCEED 16"o.c. 3. ALL VERTICAL JOINTS OF PANEL SHEATHING SHALL OCCUR OVER STUDS. 4. HORIZONTAL JOINTS OF PANEL SHEATHING SHALL OCCUR OVER BLOCKING OF EQUAL SIZE TO THE STUDDING. 5. SILL PLATES SHALL BE NAILED TO THE FLOOR FRAMING AND TOP PLATES SHALL BE CONNECTED TO THE FRAMING ABOVE IN ACCORDANCE WITH 2016 CRC, TABLE R602.30) 6. SILL PLATES SHALL BE BOLTED TO THE FOUNDATION OR SLAB WITH 1/2"0 x T' MINIMUM EMBEDMENT, SPACED NOT MORE THAN 6-0'ac. APART, WITH A MINIMUM OF TWO BOLTS PER PIECE WITH ONE BOLT LOCATED NOT MORE THAN 12" OR LESS THAN 4" FROM EACH END OF PIECE, U.O.N. IN SCHEDULE. 7. 2x STUDS AT 16"o.c. WITH V2" GYP. BD. ON ONE SIDE AND NAILED WITH 5d COOLER @ 7" ON CENTER AT PANEL EDGES & FIELD (ALT 1 1/4" TYPE W OR S SCREWS). COMBINED PANEL LENGTHS TO EQUAL 59% OF ENTIRE WALL LENGTH. 8. CONTINUOUS SHEATHING METHOD "CS-WSP" PER FIGURE R602.10.7 CONDITION 2 WITH HDU2 EA END OF WALL LINE. LENGTH OF BRACED WALL PANEL PER TABLE R602.10.3(3) IN SEISMIC DESIGN CATEGORY DI (BRACED WALL LINE LENGTH OF 10' = 17 MIN., BRACED WALL LINE LENGTH OF 20' = 3.4' MIN) 10 FOUNDATION PLAN SCALE: 1/4" = 1'-0" c a c 0 3070 Ti l NOTE: N TYPICAL EXTERIOR WALL - 2x6 STUDS AT 16"o.c. WITH R-21 BATT INSULATION. INTERIOR FACE SHALL BE 1/2" GYP. BD. EXTERIOR SHALL BE LAP SIDING SYSTEM OVER WALL SHEATHING PER STRUCTURAL DRAWINGS. 2x6 PLUMBING WALL. FINISH EACH SIDE WITH 1/2" GYP. BD. INTERIOR WALL - 2x4 STUDS AT 16"o.c. FILL ALL VOIDS WITH SOUND INSULATION. FOR CONNECTION DETAIL WITH EXTERIOR WALL SEE 7/S6.1 EDGE OF ROOF EAVE- SEE ROOF FRAMING PLAN INDICATES DOOR SIZE EXAMPLE: 3-0"(W) x 7'-01H) INDICATES WINDOW SIZE EXAMPLE: 3-0-M x 5'-01H) ALL DOORS SHALL BE PLACED 3" OFF NEAREST PERPENDICULAR WALL UNLESS DIMENSIONED OTHER WISE. CENTER ALL WINDOWS ON INTERIOR FACE OF WALL UNLESS DIMENSIONED OTHERWISE. ALL HEADS SHALL OCCUR AT T-0" A.F.F. UNLESS NOTED OTHERWISE. ALL DIMENSIONS ARE TO FACE OF STUD OR WALL OR Q OF COLUMN, U.O.N. CONTRACTOR SHALL VERIFY ALL DIMENSIONS WITH THE ARCHITECTURAL PLANS. F_ INDICATES WOOD POST 1—INDICATES FOOTING SIZE & REINF, SEE SCHED. THIS SHEET L__J ® E— INDICATES HDU -2 HOLD DOWN w/ DBL 2x POST U.O.N, SEE PLAN & VS4.1 v t! !� PLAN LEGEND & NOTES N - — TYPICAL EXTERIOR WALL - 2x6 STUDS AT 16"oc. EXTERIOR SHEATHING 2 SHALL BE APA RATED OVER WALL FRAMING BRACE WALL SCHEDULE 1r+ INDICATES BRACE WALL MARK (SEE SCHEDULE THIS SHT) & SIDE OF fW 3'-0" WALL TO RECEIVE SHEATHING INDICATES MINIMUM LENGTH OF BRACED WALL. V a_ I SEE SHEETSI FOR GENERAL STRUCTURAL NOTES. SEE SHEET S4.1 FOR w TYPICAL FOUNDATION DETAILS. SEE 1/S4.1 FOR SLAB ON GRADE REQMTS. ai SEE SHEET S6.1 FOR TYPICAL FRAMING DETAILS. 2. ALL DIMENSIONS ARE TO FACE OF STUD OR WALL OR CENTERLINE OF COLUMN, U.O.N. CONTRACTOR SHALL VERIFY ALL DIMENSIONS WITH THE ARCHITECTURAL PLANS. 3. CONTRACTOR TO VERIFY BEARING ON NATIVE SOIL OR ENGINEERED FILL. VERIFICATION OF ALLOWABLE SOIL BEARING CAPACITY IS THE RESPONSIBILITY OF THE OWNER %D/OR CONTRACTOR. (1500 psf ALLOWABLE SOIL BEARING PRESSURE ASSUMED) 4. CONTRACTOR TO COORDINATE ALL HOLD DOWN POST & BOLT LOCATIONS w/ FLOOR PLAN & WALL FRAMING PRIOR TO PLACING CONCRETE. 5. TYPICAL SLAB ON GRADE TO BE 4" THICK, REINFORCED w/ #4's 0 24'bc. @ SLAB CENTERLINE o/ 2" SAND, o/ 10 MIL. VAPOR BARRIER, o/ 4" FREE -DRAINING CRUSHED ROCK, o/ COMPACTED SUBGRADE. PROVIDE CONTROL JOINTS @ 16-0"o.c. MAX SPACING EACH DIRECTION. 6. ALL HEADERS AT EXTERIOR AND BEARING WALLS TO BE 6x8 D.F. #1 U.O.N. ON PLAN. HEADERS 6'-0" OR LESS MAY BEAR ON SINGLE 2x TRIMMER. HEADERS SPANNING OVER 6'-0" SHAD_ BEAR ON MINIMUM OF (2) 2x TRIMMERS. TANKLESS WATER HEATER 952 SQ. FT. LIVING SPACE ARCHITECTURAL FLOOR PLAN �� ur-,P O T E CO O N 't U C/) 0) 75 Co CZ U U CO m I) p O (d U M L �U J � co J � r LJJ � N N J Q m D U) W z O a U) Lu cr U (L w U) U) Q Lu 0 0 0 � co rn 0 O z z CD w 0 w U w Cn 0) N Q rn r 0 0 0 0Q0 U)C/)Z F W v Lu m Q cr. co OOH p > Z f� QJz C2 Z w U -' waWWz=JCc d U) > ¢ � J Q a O 2 > O 0 oC oC (L a 00 Q cn J � r LJJ � N N J Q m D U) W z O a U) Lu cr U (L w U) U) Q JOB NUMBER 16-025 FLOOR AND FOUNDATION PLANS A2.1 SHEET NUMBER Lu 0 o z z z z LL'U)0 0 0 0 Y F LLI Q U U) (X: ccC ¢ JOB NUMBER 16-025 FLOOR AND FOUNDATION PLANS A2.1 SHEET NUMBER L/^ I CRI%JFI CL.LL V/'-% I iVI Vt7 - I Vvn I I I i vii -4u kvivL-ij RC SE 5 1/4" GUTTE 2x SOLID BLI W/ LS50 CLIP 2x8 FACSIA CONT. 2" SO VENT BY VUI OR EQ. HARDIE CEM NOTES ON VENTILATION: ATTICS: (CRC R806.1) ATTICS ARE REQUIRED TO BE VENTED AT THE RATIO OF 1 SO. FT. PER 300 SQ. FT. OF ATTIC AREA WHEN MECHANICALLY VENTILATED. THE AREA OF ATTIC IS 952 SQ. FT. PLUS 70 SQ. FT. FRONT PORCH = 1,022 SQ. FT. TOTAL_ THIS REQUIRES 3.4 SQUARE FEET OF VENTING. EACH FOOT OF 2" SOFFIT VENT PROVIDES .17 SQ. FT. OF VENTING, THERE ARE 86' OF SOFFIT VENTS EQUALING 14.6 SQ. FT. LOWER EAVES. RIDGE VENTS PROVIDE .11 SQ. FT. EA FOOT IN LENGTH AND THERE ARE 42' OF RIDGE EQUALING 4.6 SQ. FT. OF VENTING. (14.6 EAVE + 4.6 RIDGE = 192 SQ. FT > 32 SQ. FT. REQ'D) O.K. SAFETY GLAZING REQUIREMENTS: QQ SAFETY GLAZING (ALL PANES TEMPERED) AT HAZARDOUS LOCATIONS I ALL DOORS AND WITHIN 24" OF DOORS IN CLOSED POSITION. 2 WINDOWS WITHIN 36" HORIZONTALLY OF WALKING SURFACES BELOW 60" IN HEIGHT. FILE HULUUWN, WHtHt 2x STUDS 0 16"o.c. OCCURS SEE PLAN 2x6" P.T. SILL- ANCHOR PER SHT'G. SEE PLA BRACED WALL SCHED. OR PER SHT. S1, NOTE #6.1.5 W/ 3"x3Sc1/4" E.N. SHT'G SQUARE WASHER, TYP. i TYP. SLAB ON GRADE SEE FLR PLAN 110 WALL UNDISTURBED SOIL r -o" SECTION - EAVE ENDS ROOF SHT'C SEE PLAN 2x6 FACSIA 2x FLAT OU SEE PLAN G/N TRUSS[ SEE PLAN FIN PROVIDE CONT. RIDGE VE A+01-011 l'f.0. SIDE 1PROMIDE DOOR w/ 20MIK._FIRE_�TING (:6)r:Y1a�.. �a - vERIOR ELEVATIONS -EAST FACING(PPr)KT) SIDING NOTE: (CRC R703.4) APPROVED CORROSION RESISTANT FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. SELF -ADHERED MEMBR%ES USED AS FLASHING SHALL COMPLY WITH AAMA 711. FLUID APPLIED MEMBRANES USED AS FLASHING IN EXTERIOR WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND TO ` THE SURFACE OF THE EXTERIOR WALL FINISH. /✓ 2x STUDS 0 16"o.c SHT'G. SEE PLAN E.N. SHT'G uuuur-fJ fir= rvliv 2x6" P.T. SILL- ANCHOR PER BRACED WALL SCHED. OR PER SHT. S1, NOTE #6.1.5 W/ 3N3"x1/4" SQUARE WASHER, TYP. TYP. SLAB ON GRADE SEE FLR. PLAN 8 ALLW UNDISTURBED SOIL SECTION — GABLE ENDS +8'-( H G'm krm V — — — — — — — — DUAL -PANE LOW -E 20 MIN. FIRE RATED GLAZING SYSTEM, TYP. o 5 EXTERIOR ELEVATIONS — SOUTH FACING (SIDE) PROVIDE CONT. RIDGE VENTS "8610'j �' f� _ HT. pin�iIIIIIIIIIII 40yr. COMP. CLASS A ROOFING COLOR BY OWNER OVER 15 Ibs FELT DUAL -PANE LOW -E ' 20 MIN. FIRE RATED GLAZING SYSTEM, TYP. 4 EXTERIOR ELEVATIONS — WEST FACING (REAR) SCALE 1/4" = 1'-0" SCALE: 1/4" = 1'-(Y" 5 A3.2 PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE: COMPLIANCE DATE T1-11 SIDING COLOR PER OWNER SCALE: 1/4" = Y-0" M Vco M O W T 0 co O r V V M Lo I) � rnL Co VUM -0 0) 6W Lj co _c O cu J O co 0 O 0 c co OT U- (o w w■ 0 m N U a rn .- c w0 o U) CC w cn2w 3:O m H o3zZQJz E O Z wUJ z �_LLi p W W J d cf)J a d > _ a O c 00 a u w co i J W r r � N N M w rn J a z O U) w CD � w a LL z 0 Y o cn z O z O z O z O U w ¢ cn > Fn- > m cn > cn > V U)m OWC owC JOB NUMBER 16-025 EXTERIOR ELEVATIONS All SHEET NUMBER MIF k1 DEPARTMENT OF FORESTRY & FIRE PROTECTION OFfXE OF THE STAn Ft ASIA-' . RIS EI I I=G w WILtMWO IATA S LISTWO PRWRAM LISTING SERVICE LtSTIW.* W. al -w- .t 1 P 1 or I tT1F.'Y:1FXTIU_i[ING MD,"EATHING Fi iiI ah1Q&AN INTERFACE (W.U.1 1ST ?A -THE ENGINEERED V ASS ATION70111 nth 19ffi S?ML4, Tags", WA Contwt tot. Yoh M53) RM -7467 Fox W3} Email: �. VEMA" "APA =0' P119WOM sidi�V WW SN 669M 1INWtIM 10,Sr 31tU O1 W I'll r raIadured wfth vw- :s of all SwOwl Pine cwKj'w F'W f,", Nnk aM alftf ft -ft Goss p1m. rd P9i Ormp f or 2 spodes, 4' 4"or i�icr pn�A, Wer In the mantiamarm imtaiia m It 'it cvlg aw mAm'f data rA . RATING: I:sk � t w Xdarm spur Ovpto' 7A d Um CW40 tua W, ff Ing Com. IF TALIrATM: in owmdanm mitt. iisteds onled imZat-34c . �riractr.'ms, a iia a ohm amd is dhmi s In a €fit na3er amopt L�t to ite "Iwity h1vitag r ctlrata, &MRI(MG: Limwc tr . Modd t#jmbf s`, twing mid ISFM Imo!_ .APPRO t`AL; Us4vj m exte*Ax si&Ig I`o are in ttv vAd" udt an I11i9fl Ram' �o pst�ws Its Ulatkin Instairtion MaparaI for dratails. NOTE: Teo Ptotocd SPM 12-7A-4 TW- 130ml Its ti t Rkm twlw" d9a :Fko,I by 0* �#wvA CSW F'" EVrweAq tem t 64a k3 JI &ft twf grd*o ml 4mvpWOE3 E i ~®z"M3imm of makiCt4wA ' 1'6lss no N'A *<: or tumfam cxt kwaaW 77:& "I'v pima tam med to vtay cmed w"'6" e Tam Of hst.'m t aue'b' Fetes tai lr '� dam � .: tastkww ie-shmAk s Itb rel Dwe Is�'€€moi:: July 01, 2016 Lis En)i es .taus34,20IL7 &11t t ized Bf DAM Cho' mD .a tode&maw Fre Efwk*a"pg . PPROVED SIDING - LISTING SCALE: �� PROVIDE R38 CLC} INS. 11 S4.1 BEAM SEE FRMG. PLAN 2x STUD WALL SEE FRMG. PLAN ADD 2x STUD EA SIDE OF BEAM w/ 6-16d's TO BEAM & 16d's 0 12ba TO POST 4x POST, BELOW BEAM ABEAM POCKET DETAIL SKYLITE BTWN. TRUSSES RAKE SHAFT & INSULATE SIDES TO R-19 3L_- 12 5 TRANSVERSE BUILDING SECTION On � - -0j HT. 8 A3.1 TYP. h +0'-0" - — A 1 PROVIDE RADIANT BARRIER PROVIDE R38 CLG. INS. AND R15 ROOF INS. 11 S4.1 KITCHEN BEYOND Y "LONGITUDINAL BUILDING SECTION NOTE: - 1/2" GYP BD. TO BE ATTACHED TO NOMINAL 2x FRAMING w/ GYP. BD. NAILS, 0.086" DIA x 17/8" LGL AND 19/64" HEAD DIA. MIN. @ Tha OR 1 1/4" LG No. 6 TYPE S OR W SCREWS 0 121oa :E44.1 JUSSE CONT. 2" SOFFIT VENT BY VULCAN OR E0. HARDIER �SIMPSON PC66 CEMSOFFIT COL. CAPS, TYP. �.. BM. SEE PLAN PORCH I I `-POST, SEE PLAN / E = I I III Ili > 12 II III—III= I" l S4.1 10 S4.1 SCALE: 1/4" = 1'-0" PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DATE jr BY-�� — O HALLWAY \ 10 S4.1 SCALE: V4" = T-0" i a M o W T E 0 (o O V �NU to M In I) L U U M ami AU M CZ W _ mc s -L-00O cu ■T.. J O co 0 0 0 cc co rn LL O Lo 6 W ■ a) N U ¢ rn r 0tr JL—w o0C ¢ 0 Wcr (nZW co o p O 2 Q-jZ W Z LLJ U W 0 W W =wtr If fA �' J ¢ O _ d > 00 cr tr 00 ¢ W U) U) Cif N M W U) J Z 0 ~ co W m Ir U U a w '- Z 0 Fs D v, Z 0 Z 0 Z 0 Z 0 ' LLI �- D U U) M Q OWUj C CC JOB NUMBER 16-025 BUILDING SECTIONS A3.2 SHEET NUMBER INSPECTOR SIGNOFF 2016 CALIFORNIA GREEN BUILDING STANDARDS CODE RESIDENTIAL MANDATORY MEASURES, SHEET 1(INCLUDING JANUARY1, 2017 ERRATA) INSPECTOR INSPECTOR CHAPTER 3 SIGNOFF SIGN T GREEN BUILDING SECTION 301 GENERAL 301.1 SCOPE. Buildings shall be designed to include the green building measures specified as mandatory in the application checklists contained in this code. Voluntary green building measures are also included in the application checklists and may be included in the design and construction of structures covered by this code, but are not required unless adopted by a city, county, or city and county as specified in Section 101.7. 301.1.1 Additions and alterations. [HCD] The mandatory provisions of Chapter 4 shall be applied to additions or alterations of existing residential buildings where the addition or alteration increases the building's conditioned area, volume, or size. The requirements shall apply only to and/or within the specific area of the addition or alteration. Note: On and after January 1, 2014, residential buildings undergoing permitted alterations, additions, or improvements shall replace noncompliant plumbing fixtures with water -conserving plumbing fixtures. Plumbing fixture replacement is required prior to issuance of a certificate of final completion, certificate of occupancy or final permit approval by the local building department. See Civil Code Section 1101.'1, et seq., for the definition of a noncompliant plumbing fixture, types of residential buildings affected and other important enactment dates. 3Q1.2 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. Inr'ividual sections will be designated by banners to indicate where the section applies specifically to low-rise only (LR) or high-rise only (HR). When the section applies to both low-rise and high-rise buildings, no banner will be used. SECTION 302 MIXED OCCUPANCY BUILDINGS 302.1 MIXED OCCUPANCY BUILDINGS. In mixed occupancy buildings, each portion of a building shall comply with the specific green building measures applicable to each specific occupancy. ABBREVIATION DEFINITIONS: HCD Department of Housing and Community Development BSC California Building Standards Commission DSA -S5 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 SECTION 4.102 DEFINITIONS 4.102.1 DEFINITIONS The following terms are defined in Chaptar2 (and are included here for reference) FRENCH DRAIN. A trench, hole or other depressed area loosely filled with rock, gravel, fragments of brick or similar pervious material used to collect or channel drainage or runoff water. WATTLES. Wattles are used to reduce sediment in runoff. Wattles are often constructed of natural plant materials such as hay, straw or similar material shaped in the form of tubes and placed on a downflow slope. Wattles are also used for perimeter and inlet controls. 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 STO%M 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. 4.106.4 Electric vehicle(EV) charging n for new construction. New construction shall comply ( ) 9 9 om I with Sections 4.106.4.1 and 4.106.4.2 to facilitate future installation and use of EV chargers. Electric vehicle supply equipment (EVSE) shall be installed in accordance with the California Electrical Code, Article 625. Exceptions: On a case-by-case basis, where the local enforcing agency has determined EV charging and infrastructure are not feasible based upon one or more of the following conditions: 1. Where there is no commercial power supply. 2. Where there is evidence substantiating that meeting the requirements will alter the local utility infrastructure design requirements on the utility side of the meter so as to increase the utility side cost to the homeowner or developer by more than $400.00 per unit. 4.106.4.1 New one- and two-family dwellings and townhouses with attached private garages. For each dwelling unit, install a listed raceway to accommodate a dedicated 208/240 -volt branch circuit. The raceway shall not be less than trade size 1 (nominal 1 -inch inside diameter). The raceway shall originate at the main service or subpariel and shall terminate into a listed cabinet, box or other enclosure in close proximity to the proposed location of an EV charger. Raceways are required to be continuous at enclosed, inaccessible or concealed areas and spaces. The service panel and/or subpanel shall provide capacity to install a 40 -ampere minimum dedicated branch circuit and space(s) reserved to permit installation of a branch circuit overcurrent protective device. 4.105.4.1.1 Identification. The service panel or subpanel circuit directory shall identify the overcurrent protective device space(s) reserved for future EV charging as "EV CAPABLE". The raceway termination location shall be permanently and visibly marked as "EV CAPABLE". 4.106.4.2 New multifamily dwellings. Where 17 or more multifamily dwelling units are constructed on a building site, 3 percent of the total number of parking spaces provided for all types of parking facilities, but in no case less than one, shall be electric vehicle charging stations (EV spaces) capable of supporting future EVSE. Calculations for the number of EV spaces shall be rounded up to the nearest whole number. Note: Construction documents are intended to demonstrate the project's capability and capacity for facilitating future EV charging. There is no requirement for EV spaces to be constructed or available until EV chargers are installed for use. 4.106.4.2.1 Electric vehicle charging space (EV space) locations. Construction documents shall indicate the location of proposed EV spaces. At least one EV space shall be located in common use areas and available for use by all residents. When EV chargers are installed, EV spaces required by Section 4.106.2.2, Item 3, shall comply with at least one of the following options: 1. The EV space shall be located adjacent to an accessible parking space meeting the requirements of the California Building Code, Chapter 11A, to allow use of the EV charger from the accessible parking space. 2. The EV space shall be located on an accessible route, as defined in the Califomia Building Code, Chapter 2, to the building. 4.106.4.2.2 Electric vehicle charging space (EV space) dimensions. The EV space shall be designed to comply with the following: 1. The minimum length of each EV space shall be 18 feet (5486 mm). 2. The minimum width of each EV space shall be 9 feet (2743 mm). 3. One in every 25 EV spaces, but not less than one EV space, shall have an 8 -foot (2438 mm) wide minimumi - aisle. A 5 foot (1524 mm) wide minimum aisle shall be permitted provided the minimum width of the EV space is 12 feet (3658 mm). a. Surface slope for this EV space and the aisle shall not exceed 1 unit vertical in 48 units horizontal (2.083 percent slope) in any direction. 4.106.4.2.3 Single EV space required. Install a listed raceway capable of accommodating a 208/240 - volt dedicated branch circuit. The raceway shall not be less than trade size 1 (nominal 1 -inch inside diameter). The raceway shall originate at the main service or subpanel and shall terminate into a listed cabinet, box or enclosure in close proximity to the proposed location of the EV spaces. Construction documents shall identify the raceway termination point. The service panel and/or subpanel shall provide capacity to install a 40 -ampere minimum dedicated branch circuit and space(s) reserved to permit installation of a branch circuit overcurrent protective device. 4.106.4.2.4 Multiple EV spaces required. Construction documents shall indicate the raceway termination point and proposed location of future EV spaces and EV chargers. Construction documents shall also provide information on amperage of future EVSE, raceway method(s), wiring schematics and electrical load calculations to verify that the electrical panel service capacity and electrical system, including any on-site distribution transformer(s), have sufficient capacity to simultaneously charge ail EVs at all required EV spaces at the full rated amperage of the EVSE. Plan design shall be based upon a 40 -ampere minimum branch circuit. Raceways and related components that are planned to be installed underground, enclosed, inaccessible or in concealed areas and spaces shall be installed at the time of original construction. 4.106.4.2.5 Indentification. The service panel or subpanel circuit directory shall identify the overcurrent protective device space(s) reserved for future EV charging purposes as "EV CAPABLE" in accordance with the California Electrical Code. Notes: 1. The California Department of Transportation adopts and publishes the "Californa Manual on Uniform Traffic Control Devices (California MUTCD)" to provide uniform standards and specifications for all official traffic control devices in California. Zero Emission Vehicle Signs and Pavement Markings can be found in the New Policies & Directives Number 13-01. Website: www.dot.ca.gov/trafficops/policy/13-01.pdf 2. See Vehicle Code Section 22511 for EV charging space signage in off-street parking facilities and for use of EV charging spaces. 3. The Governor's Office of Planning and Research (OPR) published a "Zero -Emission Vehicle Community Readiness Guidebook" which provides helpful information for local governments, residents and businesses. Website: http://opr.ca.gov/docs/ZEV-Guidebook.pdf. DIVISION 4.2 ENERGY EFFICIENCY 4.201 GENERAL 4.201.1 SCOPE. For the purposes of mandatory energy efficiency standards in this code, the California Energy Commission will continue to adopt mandatory standards. DIVISION 4.3 WATER EFFICIENCY AND CONSERVATION 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 criter'a 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 wall mounted urinals shall not exceed 0.125 gallons per flush. The effective flush volume of all other 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 1.2 per allons g p 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 ma) imum 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 1701.1 of the California Plumbing Code. 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. 1.2 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 GAUC`.'CLE WATER CLOSET 1.28 GAL/FLUSH URINALS 10.125 GAL/FLUSH 4.304 OUTDOOR WATER USE 4.304.1 IRRIGATION CONTROLLERS. Automatic irrigation system controllers for landscaping provided by the builder and installed at the time of final inspection shall comply with the following: 1. Controllers shall be weather- or soil moisture -based controllers that automatically adjust irrigation in response to changes in plants' needs as weather conditions change. 2. Weather -based controllers without integral rain sensors or communication systems that account for local rainfall shall have a separate wired or wireless rain sensor which connects or communicates with the controller(s). Soil moisture -based controllers are not required to have rain sensor input. Note: More information regarding irrigation controller function and specifications is available from the Irrigation Association. DIVISION 4.4 MATERIAL CONSERVATION AND RESOURCE EFFICIENCY 4.406 ENHANCED DURABILITY AND REDUCED MAINTENANCE 4.406.1 RODENT PROOFING. Annular spaces around pipes, electric cables, conduits or other openings in sole/bottom plates at exterior walls shall be protected against the passage of rodents by closing such openings with cement mortar, concrete masonry or a similar method acceptable to the enforcing agency. 4.408 CONSTRUCTION WASTE REDUCTION, DISPOSAL AND RECYCLING 4.408.1 CONSTRUCTION WASTE MANAGEMENT. Recycle and/or salvage for reuse a minimum of 65 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 jobsite are located in areas beyond the haul boundaries of the diversion facility. 4.408.2 CONSTRUCTION WASTE MANAGEMENT PLAN. Submit a construction waste management plan in conformance with Items 1 through 5. The construction waste management plan shall be updated as necessary and shall be available during construction for examination by the enforcing agency. 1. Identify the construction and demolition waste materials to be diverted from disposal by recycling, reuse on the project or salvage for future use or sale. 2. Specify if construction and demolition waste materials will be sorted on-site (source separated) or bulk mixed (single stream). 3. Identify diversion facilities where the construction and demolition waste material collected will be taken. 4. Identify construction methods employed to reduce the amount of construction and demolition waste generated. 5. Specify that the amount of construction and demolition waste materials diverted shall be calculated by weight or volume, but not by both. 4.408.3 WASTE MANAGEMENT COMPANY. Utilize a waste management company, approved by the enforcing agency, which can provide verifiable documentation that the percentage of construction and demolition waste material diverted from the landfill complies with Section 4.408.1. Note: The owner or contractor may make the determination if the construction and demolition waste materials will be diverted by a waste management company. 4.408.4 WASTE STREAM REDUCTION ALTERNATIVE [LR]. Projects that generate a total combined weight of construction and demolition waste disposed of in landfills, which do not exceed 3.4 lbs./sq.ft. of the building area shall meet the minimum 65% construction waste reduction requirement in Section 4.408.1 4.408.4.1 WASTE STREAM REDUCTION ALTERNATIVE. Projects that generate a total combined weight of construction and demolition waste disposed of in landfills, which do not exceed 2 lbs./sq.ft. of the building area, shall meet the minimum 65% construction waste reduction requirement in Section 4.408.1 4.408.5 DOCUMENTATION. Documentation shall be provided to the enforcing agency which demonstrates compliance with Section 4.408.2, items 1 through 5, Section 4.408.3 or Section 4.408.4.. Notes: 1. Sample forms found in "A Guide to the California Green Building Standards Code (Residential)" located at www.hcd.ca.gov/CALGreen.htmi 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 inr udes 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 uctions for the following: 9 a. Equipment and appliances, including water -saving devices and systems, HVAC systems, photovoltaic systems, electric vehicle chargers, 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. 4.410.2 RECYCLING BY OCCUPANTS. Where 5 or more multifamily dwelling units are constructed on a building site, provide readily accessible area(s) that serves all buildings on the site and is identified for the depositing, storage and collection of non-hazaradous materials for recycling, including (at a minimum) paper, corrugated cardboard, glass, plastics, organic waster, and metals, or meet a lawfully enacted local recycling ordinance, if more restrictive. DIVISION 4.5 ENVIRONMENTAL QUALITY SECTION 4.501 GENERAL 4.501.1 Scope The provisions of this chapter shall outline means of reducing the quality of air contaminants that are odorous, irritating and/or harmful to the comfort and well being of a building's installers, occupants and neighbors. SECTION 4.502 DEFINITIONS 5.102.1 DEFINITIONS The following terms are defined in Chapter 2 (and are included here for reference) AGRIFIBER PRODUCTS. Agrifiber products include wheatboard, strawboard, panel substrates and door cores, not including furniture, fixtures and equipment (FF&E) not considered base building elemants. COMPOSITE WOOD PRODUCTS. Composite wood products include hardwood plywood, particleboard and medium density fiberboard. "Composite wood products" does not include hardboard, structural plywood, structural panels, structural composite lumber, oriented strand board, glued laminated timber, prefabricated wood I -joists or finger -jointed lumber, all as specified in California Code of regulations (CCR), title 17, Section 93120.1. DIRECT -VENT APPLIANCE. A fuel -burning appliance with a sealed combustion system that draws all air for combustion from the outside atmosphere and discharges all flue gases to the outside atmosphere. INSPECTOR SIGNOFF '1 MAXIMUM INCREMENTAL REACTIVITY (MIR). The maximum change in weight of ozone formed by adding a compound to the "Base Reactive Organic Gas (ROG) Mixture" per weight of compound added, expressed to hundredths of a gram (g 03/g ROC). Note: MIR values for individual compounds and hydrecE rbon solvents are specified in CCR, Title 17, Sections 94700 and 94701. MOISTURE CONTENT. The weight of the water in wood expressed in percentage of the weight of the oven -dry wood. PRODUCT -WEIGHTED MIR (PWMIR). The sum of all weighted -MIR for all ingredients in a product subject to this article. The PWMIR is the total product reactivity expressed to hundredths of a gram of ozone formed per gram of product (excluding container and packaging). Note: PWMIR is calculated according to equations found in CCR, Title 17, Section 94521 (a). REACTIVE ORGANIC COMPf-'IND (ROC). Any compound that has the potential, once emitted, to contribute to ozone formation in the troposp:,ere. VOC. A volatile organic compound (VOC) broadly defined as a chemical compound based on carbon chains or rings with vapor pressures greater than 0.1 millimeters of mercury at room temperature. These compounds typically contain hydrogen and may contain oxygen, nitrogen and other elements. See CCR Title 17, Section 94508(a). 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 New Source Performance Standards (NSPS) emission limits as applicable, and shall have a permanent label indication they are certified to meet the emission limts. 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 ether related air distribution component openings shall be covered with tape, plastic, sheet metal or other methods acceptable to the enforcing agency to reduce the amount of water, dust or debris which may enter the system. 4.504.2 FINISH MATERIAL POLLUTANT CONTROL. Finish materials shall comply with this section. 4.504.2.1 Adhesives, Sealants and Caulks. Adhesives, sealant and caulks used on the project shall meet the requirements of the following standards unless more stringent local or regional air pollution or air quality management district rules apply: 1. Adhesives, adhesive bonding primers, adhesive primers, sealants, sealant primers and caulks shall comply with local or regional air pollution control or air quality management district rules where applicable or SCAQMD Rule 1168 VOC limits, as shown in Table 4.504.1 or 4.504.2, as applicable. Such products also shall comply with the Rule 1168 prohibition on the use of certain toxic co.npounds (chloroform, ethylene dichloride, methylene chloride, perchloroethylene and tricloroethylene), except for aerosol products, as specified in Subsection 2 below. 2. Aerosol adhesives, and smaller unit size:. of adhesives, ano 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'lonflat-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)(2) and other requirements, including prohibitions on use of certain toxic compounds and ozone depleting substances, in Sections 94522(e)(1) and (f)(1) 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 INDCOR 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 i PVC WELDING 510 CPVC WELDING 490 ABS WELDING 325 PLASTIC CEMENT WELDING 250 ADHESIVE PRIMER FOR PLASTIC 550 CONTACT ADHESIVE 80 250 SPECIAL PURPOSE CONTACT ADHESIVE STRUCTURAL WOOD MEMBER ADHESIVE 140 TOP & TRIM ADHESIVE 250 SUBSTRATE SPECIFIC APPLICATIONS METAL TO METAL 30 PLASTIC FOAMS 50 POROUS MATERIAL (EXCEPT WOOD) 50 WOOD 30 FIBERGLASS 80 o O _ 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. M a w 0 0 O fr T co rn 0 IO c) O O U co rr V ML LO 0) C 0) LO W i co (� CC 3 (� U M N 0 -� U M M iY �i •-= 7.CLO Z oC Z w U J ir � a- O J Q _ d C1) 1 7ERMIT # BUTTE ',OUNTY DEVELOPMENT SERVICES REVIEWED FOR C IDE COMPLIANCE )ATE 'BY J Lu �N N C7 W U) J Z Q U) LLA m m W a - w 0 0 0 fr co rn 0 O 000 LO 0 O U co rr D Lr) N T Q 2 O Q 11 oc W co cr m W CC 3 Z 0 O Q v W D w U Mill Z oC Z w U ir L a- > J Q _ d O o O _ IL IL Ir tr 00 Q W o7 W U) 0 Q J Lu �N N C7 W U) J Z Q U) LLA m m W a - JOB NUMBER 16-025 CALGREEN RESIDENTIAL MANDATORY MEASURES GCO 1 SHEET NUMBER w 0 0 000 O o z cn ~ w U �ir D N OC Q= oC is JOB NUMBER 16-025 CALGREEN RESIDENTIAL MANDATORY MEASURES GCO 1 SHEET NUMBER RESIDENTIAL MANDATORY MEASURES, SHEET 2 (INCLUDING JANUARY 1, 2017 ERRATA) INSPECTOR INSPECTOR INSPECTOR SIGNOFF I SIGNOFF I SIGNOFF 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 0.11 ALUMINUM ROOF COATINGS 400 BASEMENT SPECIALTY COATINGS 400 BITUMINOUS ROOF COATINGS 50 BITUMINOUS ROOF PRIMERS 350 BOND BREAKERS 350 CONCRETE CURING COMPOUNDS 350 CONCRETE/MASONRY SEALERS 100 DRIVEWAY SEALERS 50 DRY FOG COATINGS 150 FAUX FINISHING COATINGS 350 FIRE RESISTIVE COATINGS 350 FLOOR COATINGS 100 FORM -RELEASE COMPOUNDS 250 GRAPHIC ARTS COATINGS (SIGN PAINTS) 500 HIGH TEMPERATURE COATINGS 420 INDI ISTRIAL 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, & UNDERCOATERS 100 REACTIVE PENETRATING SEALERS 350 RECYCLED COATINGS 250 ROOF COATINGS 50 RUST PREVENTATIVE COATINGS 250 SHELLACS CLEAR 730 OPAQUE 550 SPECIALTY PRIMERS, SEALERS & UNDERCOATERS 100 STAINS 250 STONE CONSCLIDANTS 450 SWIMMING POOL COATINGS 340 TRAFFIC MARKING COATINGS 100 TUB & TILE REFINISH COATINGS 420 WATERPROOFING MEMBRANES 250 WOOD COATINGS 275 WOOD PRESERVATIVES 350 ZINC -RICH PRIMERS 340 1. GRAMS OF VOC PER LITER OF COATING, INCLUDING WATER & EXEMPT COMPOUNDS 2. THE SPECIFIED LIMITS REMAIN IN EFFECT UNLESS REVISED LIMITS ARE LISTED IN SUBSEQUENT COLUMNS IN THE TABLE. 3. VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED BY THE CALIFORNIA AIR RESOURCES BOARD, ARCHITECTURAL COATINGS SUGGESTED CONTROL MEASURE, FEB. 1, 2008. MORE INFORMATION IS AVAILABLE FROM THE AIR RESOURCES BOARD. n I■ u It 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). 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. Products compliant with 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), certified as a CHPS Low -Emitting Material in the Collaborative for High Performance Schools (CHPS) High Performance Products Database. 2. Products certified under UL GREENGUARD Gold (formerly 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 invoked 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, European 636 3S standards, and Canadian CSA 0121, CSA 0151, CSA 0153 and CSA 0325 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. 4.505.2 CONCRETE SLAB FOUNDATIONS. Concrete slab foundations required to have a vapor retarder by California Building Code, Chapter 19, or concrete slab -on -ground floors required to have a vapor retarder 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 tollowing: 1. A 4 -inch (101.6 mm) thick base of 1/2 inch (12.7mm) or larger clean aggregate shall be provided with a vapor barrier in direct contact with concrete and a concrete mix design, which will address bleeding, shrinkage, and curling, shall be used. For additional information, see American Concrete Institute, ACI 302.2R-06. 2. Other equivalent methods approved by the enforcing agency. 3. A slab design specified by a licensed design professional. 4.505.3 MOISTURE CONTENT OF BUILDING MATERIALS. Building materials with visible signs of water damage shall not be installed. Wall and floor framing shall not be enclosed when the framing members exceed 19 percent moisture content. Moisture content shall be verified in compliance with the following: 1. Moisture content shall be determined with either a probe -type or contact -type moisture meter. Equivalent moisture verification methods may be approved by the enforcing agency and shall satisfy requirements found in Section 101.8 of this code. 2. Moisture readings shall be taken at a point 2 feet (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 mcisture content shall be replaced or allowed to dry prior to enclosure in wall or floor cavities. Wet -applied insulation products shall iollow the manufacturers' drying recommendations prior to enclosure. 4.506 INDOOR AIR QUALITY AND EXHAUST 4.506.1 Bathroom exhaust fans. Each bathroom shall be mechanically ventilated and shall comply with the following: 1. Fans shall be ENERGY STAR compliant and be ducted to terminate outside the building. 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 - 2011 (Residential Load Calculation), ASHRAE handbooks or other equiva!ent design software or methods. 2. Duct systems are sized according to ANSI/ACCA 1 Manual D - 2014 (Residential Duct Systems), ASHRAE handbooks or other equivalent desigr software or methods. 3. Select heating and cooling equipment according to ANSI/ACCA 3 Manual S - 2014 (Residential Equipment Selection), or other equivalent design software or methods. Exception: Use of alternate design temperatures necessary to ensure the system functions are edacceptable. 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 be 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 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 :o 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. PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DATE�l - J �' / By tn,/f CALGreen Coftstructi n Waste Management Requirements S marycreatedEycalftegde Waste emersion Requirement a Newly constructed I. uildirtgsanddem-oi tionprojeds and shall di tffomIan illsaileast6S%oftte constt'uction materials generated ±puri ngthe prDjoct- « AllE alypermitted additions and alterationstonon-rest ntiA buildings or-sttu res shall divertfrom latfdfillsatleast6S nonhazardous constructionand dernolition materials,. &ditionsandalterationstores`rdent buildings that increasethes.trustu volume or sizeare.also required to meet the 65 minimum diversion "ulrernent t9 thads of Compliance 1) Enforeln agencies can require contractors t€ devdo and m intaitra wasten nagemmit planand docrtnx�.nt diversion and disposal. Olalizea w ste rMngerI t company that c rtifles nlrnoM65 was dimsio r. 3) Wastpstrtom reduction altetnatitre.. Non-residential newcaiituctfonprta(ec1svAti a combineddisposalvei htof:":52lbs; rr be deetted to mmt the 65 tninlmumdiversion r uireram t Residential low rise(; stntl of less)iWth a combint-d weigh' of hew constro0i+on dispotai <_3A IbsMrrvayb,edecmed tomeet the 65 mini mum diversion requi rernent. o Residential high rise (4 stories ormore) with a combined weight of new construction disp l !2 lbs e maybe dem tonlea the 65 minimum diversion requirmwt "cling by 0ocu t:s (Spam for Atecycling} NeWy constructed rsurt resi€feritial buildings,certain non4esidenfialadd:itio sandy lti-fardlyhousing with z: 5 units should providereadilyaccml aleareas thatservethe entire building and areldentihed fi r the depositirig, storage and coil ectionofnon-hazyrdousr terials forrelisig;iitilt$dirtg(attainis u paper, corrugated cardboard, glass,plastics, organic waste and metals. UriwrSal Wye +� UniversaI waste such as batteries, ewaste, Iamps, cathode rayta s{glass,aerosol cans) fromnon- residential addition andalterationprujectsshallriequire if`icationthatthernaWialsaredisposedof proper IV and diverted from Iand l ls. A I Istof prohibited universia I vmste materialsshallbeincludedInthe construttiondocutmftls. This isrNquiredfornonresidential add 6onsof1., flyorgreateraind/or building alteraftnswithaperrrnitvaluation of$200,0Worabove,(OALGre Section301.3). wed +lantern(Voluntary ung adopted by Ictcad agenry as mwwb 0 Use rnaterials,equivalent in performance to virgin nnater'ialswith a total (combined) recycled content t value cif less than 10 (Tier 1) or 15 (Tier 2) of the total alas €a l costof' the project or use2 (li er 1) or 3 (Tier 2) materials mnot 9 product types on thelisty(insulation,extedotpaint, carpet, compost, tnulch, acoustical cellirapastels, drywall and aggregate base).Thls Is a voluntary measuretDr moil -residential structures. 1 a o W r E O � M O Id I n LO ML rn 75 Q "t co UUP m L. CT a � W •0 co � !E LO 0 CISU @ J N O M 0 0 0 � 0 rn o Loo 6 W ■ 0 M N U LO Q rn W 0 Q a cc cn Z W 0 W Ir m Cc0UA 0 3: ZQ0r. in W Z W Q J F fj Z U d LU > _=JCC 0 � J Q = j a 0 0 Ir (r Er 00 IL W' U) Q J W rT 7 > CD N N C`') W 0 J Z 0 U) m W W � U) U IZ W o o cn Z 0 Z 0 Z 0 Z 0 aall > > U Cn oWC oWC JOB NUMBER 16-025 CALGREEN RESIDENTIAL MANDATORY MEASURES GC,2 SHEET NUMBER I� =_ W ❑ir E�l ISI WIN PROVIDE A LISTED TRADE SIZE 1 RACEWAY TO ACCOMMODATE A DEDICATED 208/240V BRANCH CIRCUIT. PROVIDE A 40A SUB -PANEL MIN. DEDICATED BRANCH CIRCUIT AND SPACES) RESERVED TO PERMIT INSTALLATION OF A BRANCH CIRCUIT OVERCURRENT PROTECTIVE DEVICE. THE RACEWAY TERMINATION LOCATION SHALL BE VISIBLY MARKED AS "EV CAPABLE" — ® CLO € STORAGE U SZ!h II ® .M. (R� � � I � � l O DEN R Lr-- NTRY ' I1 PANTRY INV ENTRY PORCH WALL EQUIPMENT (SOLID GRAPHICS S SINGLE POLE LIGHT SWITCH. QUITE STYLE AS MFR. BY LEVITON OR EQUAL. COLOR BY OWNER. S3 3 WAY LIGHT SWITCH. COLOR BY OWNER S4 4 WAY LIGHT SWITCH. COLOR BY OWNER So DOOR OPERATOR SWITCH (LOW VOLTAGE) ST TIMER SWITCH =8 STANDARD DUPLEX RECEPTACLE - MIN. 30 AMP 220 volt RECEPTACLE --e SINGLE OUTLET RECEPTACLE (DEDICATED CIRCUIT) DOORBELL CHIME SPLIT RECEPTACLE OR SWITCHED OUTLET GFle (E3R)A CEILING MOUNTED EXHAUST FAN - PROVIDE A 50 cfm MINI. FAN AT FOURPLEX RECEPTACLE BATHROOMS CONTROLLED WITH A TIMER TO PROVIDE 50% TIME ON EXTERIOR W.P. & G.F1. DUPLEX OUTLET A PHONE JACK e VOICE/ DATA OTELEVISION JACK LOCATION TANKLESS WATER HEATER w/ CATEGORY III OR IV VENT OR TYPE B VENT w/ STRAIGHT PIPE TO OUTSIDE TERMINATION. PROVIDE A CONDENSATE LINE NO MORE THAN 2" ABOVE BOT. OF UNIT TO ALLOW NATURAL DRAINAGE AND A GAS SUPPLY LINE CAPABLE OF OF 200,00 btu/hr MIN. , 200 amp MAIN ELECT. PANEL w/ METER 000 EO KITCHEN W 1 R BATHROOM I I / FI HALLWAY LAUNDRY R®� GF sS I WHOLE HOUSE FAN ABOVE PANTRY N PROJECT NORTH ELECTRICAL FLOOR PLAN �.,E �<-To CEILING MOUNTED EQUIPMENT ® 4" RECESSED LIGHT FIXTURE ALL "IECESSED LIGHTS MUST BE APPROVED FOR ZERO -CLEARANCE INSULATION COVE ELECTRONIC BALLAST AND AIR TIGHT. EO CEILING MOUNTED DUPLEX RECEPTACLE w U HARD WIRED & INTERCONECTED SMOKE DETECTOR w/ BATTERY BACK ®C.M. UP w/ C.M. - CARBON MONOXIDE DETECTOR, WHERE INDICATED Q DOOR BELL SWITCH © DOORBELL CHIME OT THERMOSTAT t CEILING MOUNTED EXHAUST FAN - PROVIDE A 50 cfm MINI. FAN AT J BATHROOMS CONTROLLED WITH A TIMER TO PROVIDE 50% TIME ON v H AND HUMIDISTAT CAPABLE OF ADJUSTMENT BTWN. A RELATIVE HUMIDITY RANGE OF 50% TO 80%. p PROVIDE SUPPORT & WIRE FOR CEILING FAN WITH SURFACE MOUNTED LIGHT FIXTURE Q J z t zU SURFACE MOUNTED FLUORESCENT FIXTURE O d W U(L) OWNER TO SELECT FROM CON TRACTOR APPROVED LIST WALL MOUNTED LIGHTING FIXTURE SURFACE MOUNTED CEILING LIGHT.CENTER LIGHT IN ROOM ELECTRICAL NOTES - - - - - - - - - - - - ..- ALL PORTIONS OF THIS DRAWING ARE SUBJECT TO THE 2016 EDITION OF THE CALIFORNIA ELECTRICAL CODE. ALL LIGHTING CONTROL DEVICES AND SYSTEMS, BALLASTS, AND LUMINARIES MUST MEET THE APPLICABLE REQUIREMENTS OF SECTION 110.9. 1& AL ,. _A- _^_ --A- _^ _^.l 7CLL WIRE 9HALnZlfiS7ML`TD_M WALL STUD BAYS OR ATTIC WHEN POSSIBI E. ARC FAULT CIRCUIT -INTERRUPTER PROTECTION TO ALL 120v, SINGLE PHASE, 15 & 20amp BRANCH CIRCUTS SUPPLYING OUTLETS IN DWELLING PER 210.12(A) OF THE 2016'CEC. ALL 125v, SING' -E PHASE, 15 & 20an-p RECEPTACLES SHALL BE LISTED TAMPER-RESISTANT IN DWELLING PER THE 2016 CEC. ALL RESIDENTIAL LIGHTING INSTALLED ARE TO`11 BE HIGH EFFICACY LUMINARIE . LIGHT FIXTURES IN BATHROOMS - SHALL BE SWITCHED SEPARATELY OR OCCUPANCY SENSOR CONTROLLED. AT LEAST ONE LIGHT FIXTURES IN BATHROOMS, UTILITY ROOMS LAUNDRY ROOMS & GARAGES - TO BE CONTROLLED BY OCCUPANCY SENSORS. LIGHTING INSTALLED IN ROOMS OTHER THAN CLOSETS LESS THAN 70 SQ. FT. SHALL BE CONTROLLED BY SWITCHES, DIMMERS OR OCCUPANCY. LIGHT FIXTURES IN TUB OR SHOWER ENCLOSURES TO BE L\BELED 'SUITABLE FOR DAMP LOCATION" PER THE 2016 CEC ART. 410.10 (A) & (D). ALL OUTDOOR LIGHTING TO BE HIGH EFFICIENCY AND TO BE CONTROLLED BY OCCUPANCY SENSORS, PHO-fOCONTROL, TIME CLOCK OR. ENERGY MANAGEMENT CONTROL SYSTEM. ! BATHROOM RECEPTACLES TO BE GFCI & SUPPLIED BY AT LEAST ONE 20amp BRANCH CIRCUIT, SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS PER 2016 CEC Art. 210.11 (C) (3) KITCHEN RECEPTACLES TO BE GFCI & SUPPLIED BY AT LEAST TWO 20amp BRANCH CIRCUITS, SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS PER 2016 CEC Art. 210.11 (C) (3) ALL CEILING MOUNTED FANS SHALL HAVE DIMMER CONTROLLED LIGHTS. PP''VIDE MOTOR CONTROL RATED SWITCHING FOR EACH FAN. G.C. TO COORDINATE FIXTURE SELECTION AND PRICING WITH OWNER. ONLY SPECIAL OUTLETS HAVE BEEN DEPICTED ON THIS PLAN. GENERAL CONVENIENCE OUTLETS SHALL BE INSTALL SQ THAT NO POINT ON ANY WALL IS MORE THAN 6-0" AWAY FROM ANY OUTLET. THIS APPLIES TO ANY WALL OVER 2'-0" IN LENGTH. FOR ADDITIONAL INFORMATION SEE ARTICLE 210.52 OF THE 2016 CALIFORNIA ELECTRICAL CODE. ALL OUTDOOR AND GARAGE OUTLETS SHALL BE PROVIDED WITH G.F.L PROTECTION IN COMPLIANCE WITH CALlGORNIA ELECTRICAL CODE. ALL WIRE SHALL BE 12 GA COPPER INSTALL ALL WIRE ON 20 GA CIRCUIT WITH MAXIMUM NUMBER OF OUTLETS ON ANY GIVEN CIRCUIT NOT TO EXCEED 12. SPECIAL APPLIANCES ARE SHOWN WITH A SINGLE OUTLET ;YMBOL AND SHALL BE SERVED BY A DEDICATED CIRCUIT ALL ELECTRICAL BOXES SHALL BE PLASTIC NAIL ON TYPE. IF THE CONTRACTOR CHOOSES TO USE METAL BOXES FOR A SPECIFIC LOCATION, THE BOX SHALL BE GROUNDED IN COMPLIANCE WITH THE C.E.C. PROVIDE 1 V4" P.V.C. CONDUIT STUBBED THROUGH THE PLATE LINE & ATTACHED TO A ROOF RAFTER FOR ALL LOW VOLTAGE OUTLETS. (PHONE AND TV) LOW VOLTAGE LINES WITHIN THE GARAGE (IRRIGATION AND DOOR SENSORS) SHALL BE INSTALLED PRIOR TO INSTALLATION OF GYP. BD. FIRE CAULK ALL PENETRATIONS INTO OCCUPANCY SEPARATION WALL. BRANCH CIRCUTS PROVIDED TO SUPPLY LAUNDRY ROOM TO HAVE NO OTHER OUTLETS ATTACHED. MAIN ELECTRICAL PANEL SHALL HAS' A CIRCUIT DIRECTORY AND/OR CIRCUIT IDENTIFICATION. EVERY CIRCUIT SHALL BE LEGIBLY IDENTIFIED AS SPECIFIC PURPOSE OR USE. CEC Art. 408.30) HEATING - PROPANE DIRECT VENT w/ 28,500btLrs OR EQUAL COOLING - WHOLE HOUSE FAN TO BE RATED 2285 CFM, 248 WATTS w/ THERMOSTAT AND _ OVERRIDE SWITCH. _ -k _ _ � � i. INDOOR AIR QUALITY REQUIREMENTS BASED ON RES. ENERGY COMPLIANCE MANUAL TABLE 4-14 - REQ'D VENT RATE (<1,500sf, 2 BEDROOMS) = 45cfm 90cfm BATHROOM FAN RUN INTERMITTENT @ 50% OF THE TIME. 90cfm x .5 TIME = 45cfm > 45cfm REQ'D. O.K. ENVIRONMENTAL AIR DUCT EXHAUSTS SHALL BE EQUIPPED w/ BACK -DRAFT DAMPERS & TO TERMINATE NOT LESS THAN 3 FT. FROM BLDG. OPENINGS. PERMIT # M ML V M 0 r co O T E N Loo0 O L CT c ,V � .� c L U J N O co BUTTE COUNTY DI 'ELOPMENT SERVICES REVIE =D FOR CODE CO 1P)LIANCE DATE_ BY 11, JOB NUMBER 16-025 SCHEMATIC ELECTRICAL FLOOR PLAN E 1 r SHEET NUMBER w O Lo 6 V) w U ■ M N < am r C w09 z CL- < co J cn2 w v H w QOM 0 p W Q J z W zU d W U(L) W > = J �' J < = a O j 0 cc Ec (L d 0 0 < JOB NUMBER 16-025 SCHEMATIC ELECTRICAL FLOOR PLAN E 1 r SHEET NUMBER w V) z J 0 ~ W m a- u o z z z z z w Y O O O O w < o� JOB NUMBER 16-025 SCHEMATIC ELECTRICAL FLOOR PLAN E 1 r SHEET NUMBER A 111610 16,11 koA DATA FOAN 0 Lei z 4o� A.B.n ANCHOR BOLTS ABT. ABOUT AGGR. AGGREGATE ANC. ANCHOR APPROX. APPROXIMATE APVD. APPROVED ARCH. ARCHITECT ASPH. ASPHALT ASSY. ASSEMBLY BD. BOARD BLDG. BUILDING BLK BLOCK BILKS BLOCKING BM. BEAM B.N. BOUNDARY NAIL BOT. BOTTOM BR's BEARING BTWN. BETWEEN CANTIL. CANTILEVER C.B.C. CALIFORNIA BUILDING CODE CLG CEILING CLR. CLEAR C.M.U. CONCRETE MASONRY UNIT COL. COLUMN C.J. CONTROL JOINT CONC. CONCRETE CONN. CONNECTION CONST. CONSTRUCTION CONT. CONTINUOUS CSK COUNTERSINK DBL DOUBLE D.F.L. DOUGLAS FIR, LARCH DIA DIAMETER DIAD. DIAGONAL DIM. DIMENSION DML. DEMOLISH, DEMOLITION DO. REPEAT DP. DEEP DRWG DRAWING DTL. DETAIL (E) EXISTING EA EACH E.F. EACH FACE ELEV. ELEVATION E.N. EDGE NAIL ENG ENGINEER E.W. EACH WAY EXT. EXTERIOR FDN. FOUNDATION F.F. FINISH FLOOR F.G. FINISH GRADE FLR. FLOOR F.N. FIELD NAIL F.O.C. FACE OF CONCRETE F.O.M. FACE OF MASONRY F.O.S. FACE OF STUD FRM'G. FRAMING FT. FOOT FTG. FOOTING FUR. FURRING ga. GAGE GALV. GALVANIZED G/L GLU-LAMINATED GIN GANG -NAIL TRUSS GYP. GYPSUM HD. HOLDDOWN HDR. HEADER H.S.B. HIGH STRENGTH BOLTS HSS HOLLOW STRUCTURAL SECTION HT. HEIGHT HORIZ. HORIZONTAL I.D. INSIDE DIAMETER I.F. INSIDE FACE IN. INCH INT. INTERIOR J.H. JOIST HANGER JST. JOIST JT. JOINT K KIP, KILO -POUND L.L. LIVE LOAD L.L.H. LONG LEG HORIZONTAL L.L.V. LONG LEG VERTICAL LT. LIGHT LT.WT. LIGHT WEIGHT LOCS. LOCATIONS L.S.L. LAMINATED STRAND LUMBER LVL. LAMINATED VENEER LUMBER MACH. MACHINE MAT'L. MATERIAL MAX MAXIMUM M.B. MACHINE BOLT MECH. MECHANICAL MEZZ. MEZZANINE MFG'R. MANUFACTURER M.I.W. MALLEABLE IRON WASHER MIN. MINIMUM MISC. MISCELLANEOUS MTL. METAL (N) NEW NO. NUMBER NOM. NOMINAL N.SA NELSON STUD ANCHOR N.T.S. NOT TO SCALE 0A.1 ON CENTER O.D. OUTSIDE DIAMETER O.F. OUTSIDE FACE O.H. OPPOSITE HAND OPN'G OPENING OPP. OPPOSITE ORG ORIGINAL O.S.B. ORIENTED STRAND LUMBER O.W.G. OPEN WEB GIRDER O.W.J. OPEN WEB JOIST o/ OVER PEN. PENETRATION PERP. PERPENDICULAR PLCS. PLACES PLY. PLYWOOD P.M.D. PLY -METAL DRILLERS PSI. POUNDS PER SQUARE INCH PRL. PARALLEL PSF. POUNDS PER SQUARE FOOT P.S.L. PARALLEL STRAND LUMBER P/T POST TENSIONING P.T.D.F. PRESSURE TREATED DOUGLAS FIR PFB. PRE -FABRICATED RAD, r. RADIUS REF. REFERENCE, REFER TO REINF. REINFORCING REBAR REINFORCING STEEL BAR RF ROOF RS ROUGH SAWN REQ'D. REQUIRED REV. REVISED, REVISION R.H.W.S. ROUND HEAD WOOD SCREWS RM. ROOM SAD. SEE ARCHITECTURAL DRAWING S.B. SOLID BLOCKING SCHED. SCHEDULE SDS SIMPSON STRONG DRIVE SCREW SECT. SECTION SHT. SHEET SHTG SHEATHING SIM. SIMILAR S.O.G. SLAB ON GRADE SPEC. SPECIFICATION SQ. SQUARE STD. STANDARD STL. STEEL STIFF. STIFFENER STRUCT. STRUCTURAL S.T.S. SELF -TAPPING SCREW S.W. SHEAR WALL SYM. SYMMETRICAL T & B TOP & BOTTOM T & G TONGUE & GROOVE T&1.H. TOP FLANGE JOIST HANGER THK THICK T.N. TOE NAIL T.O.FTG TOP OF FOOTING T.O.I'L TOP OF PLATE T.O.PLY. TOP OF PLYWOOD T.O.S. TOP OF SLAB T.O.W. TOP OF WALL T.O.STL. TOP OF STEEL TS TUBE STEEL, SEE 'HSS' TYP. TYPICAL U.B.C. UNIFORM BUILDING CODE U.O.N. UNLESS OTHERWISE NOTED VERT. VERTICAL W.P. WORK POINT W/ WITH W/o WITHOUT W, WF WIDE FLANGE STEEL SECTION W.W.F. WELDED WIRE FABRIC & AND AT X BY q_; CENTERLINE 0 DIAMETER EQUALS # POUNDS, NUMBER E PLATE 1.2 1.3 1.4 1.5 ALL PHASES OF THE WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE 2016 EDITION OF TITLE 24, PART TWO, CALIFORNIA BUILDING CODE (CBC), CALIFORNIA RESIDENTIAL CODE (CRC) AS WELL AS ALL APPLICABLE LOCAL, MUNICIPAL, STATE AND FEDERAL REGULATIONS. ALL WORK IS SUBJECT TO THE APPROVAL OF THE LOCAL BUILDING DEPARTMENT AND FIELD INSPECTOR ICBO REPORTS, ASTM SPECIFICATIONS AND CBC & CRC STANDARDS REFERENCED IN THESE DRAWINGS SHALL BE OF THE LATEST REVISION. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, AND EXISTING CONDITIONS AT THE JOB SITE PRIOR TO STARTING CONSTRUCTION. ANY DISCREPANCIES OR INCONSISTENCIES FOUND SHALL BE BROUGHT TO THE DESIGNERS ATTENTION BEFORE WORK PROCEEDS. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE UNLESS OTHERWISE INDICATED, THEY DO NOT SPECIFY METHODS OF CONSTRUCTION. THE CONTRACTOR SHALL TAKE ALL NECESSARY STEPS AND PRECAUTIONS TO MAINTAIN THE STABILITY OF THE STRUCTURE AND PROTECT WORKMEN AND OTHER PERSONS DURING CONSTRUCTION. SPECIFIC ITEMS TO BE CONSIDERED SHALL INCLUDE, BUT NOT BE LIMITED TO, THE ADEQUACY OF ALL FORMS, SCAFFOLDING, AND SHORING FOR CONSTRUCTION EQUIPMENT SHORING OF RETAINING WALLS, AND TEMPORARY LATERAL BRACING OF THE STRUCTURE. ANY CHANGES MADE TO THE PLANS WILL REQUIRE A REVIEW AND APPROVAL BY THE DESIGNER. IF ANY CHANGES ARE MADE WITHOUT THE DESIGNERS APPROVAL, THE DESIGNER WILL ASSUME NO RESPONSIBILITY FOR ANY ELEMENT OR SYSTEM OF THE STRUCTURE. 1.6 REVIEW OF SHOP DRAWINGS AND/OR TRUSS CALCULATIONS BY THE DESIGNER DOES NOT RELIEVE THE CONTRACTOR FROM COMPLIANCE WITH THE REQUIREMENTS OF THE DRAWINGS AND SPECIFICATIONS. THIS REVIEW IS ONLY A CHECK FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT OF THE PROJECT AND GENERAL COMPLIANCE WITH THE INFORMATION GIVEN IN THE CONTRACT DOCUMENTS. THE CONTRACTOR IS RESPONSIBLE FOR CONFIRMING AND CORRELATING ALL QUANTITIES AND DIMENSIONS; SELECTING FABRICATION PROCESSES AND TECHNIQUES OF CONSTRUCTION; COORDINATING HIS WORK WITH THAT OF OTHER TRADES; AND PERFORMING HIS WORK IN A SAFE AND SATISFACTORY MANNER. 17 IF CERTAIN MINOR DETAILS OF CONSTRUCTION ARE NOT FULLY DESCRIBED ON THE DRAWINGS OR CALLED FOR IN NOTES OR SPECIFICATIONS, THEIR CONSTRUCTION SHALL RESEMBLE SIMILAR CONDITIONS THAT ARE FULLY SHOWN AND SHALL BE REVIEWED BY THE DESIGNER. 2 DESIGN CRITERIA 2.1 SEE SHEET A0.1 FOR CRITERIA 3.1 CONCRETE 3.1.1 PORTLAND CEMENT SHALL CONFORM TO ASTM C150-89, TYPE II OR III -LOW ALKALI. AGGREGATES SHALL CONFORM TO ASTM C-33 PER THE CALIFORNIA BUILDING CODE. MAXIMUM AGGREGATE SIZE FOR FOOTINGS AND MASS CONCRETE SHALL NOT EXCEED 1-V211 . 3.12 ALL CONCRETE MIXES SHALL INCLUDE A POLYMER BASED WATER REDUCING ADMIXTURE PER ASTM C494. MAXIMUM WATER/CEMENT RATIO SHALL BE 0.55. 3.1.3 FLY ASH SHALL CONFORM TO ASTM C618, CLASS F. FLY ASH SHALL NOT EXCEED 15% OF CEMENT BY WEIGHT, AND SHALL NOT EXPERIENCE A LOSS ON IGNITION OF GREATER THAN 1%. 3.1.4 SHRINKAGE AT 28 DAYS SHALL NOT EXCEED .055% FOR DRY CURING AS DETERMINED BY ASTM C157. 3.1.5 REINFORCING BARS, ANCHOR BOLTS AND CONCRETE INSERTS SHALL BE PROPERLY LOCATED AND SECURELY FASTENED IN POSITION PRIOR TO PLACING CONCRETE. 3.1.6 MAXIMUM CONCRETE SLUMP SHALL NOT EXCEED 3" FOR FOOTINGS, MASS CONCRETE, AND SLABS -ON -GRADE, AND 4" FOR OTHER CONCRETE. 3.1.7 MINIMUM ULTIMATE COMPRESSIVE STRENGTH SHALL BE AS FOLLOWS: PSI DAYS A FOOTINGS 2500 28 B. SLABS -ON -GRADE 2500 28 C. LEAN CONCRETE FILL 1000 28 3.1.8 PROJECTING CORNERS OF ALL CONCRETE MEMBERS SHALL BE FORMED WITH 3/4" CHAMFER UNLESS DETAILED OTHERWISE. 3.1.9 THE OUTSIDE DIAMETER (O.D) OF CONDUIT OR PIPE PLACED IN THE PLANE OF A SLAB -ON -GRADE SHALL NOT EXCEED 30% OF SLAB THICKNESS UNLESS SPECIFICALLY DETAILED OTHERWISE AND SHALL BE LOCATED IN MIDDLE V3 OF SLAB. CLEAR SPACING BETWEEN ADJACENT CONDUITS OR PIPES SHALL BE TWICE THE LARGER O.D. MINIMUM, UNLESS OTHERWISE NOTED ON PLANS. 3.1.10 SURFACES OF JOINTS REFERENCED AS "COLD JOINTS", SHALL BE TROWELED OR OTHERWISE FINISHED SMOOTH WITH 2 LAYERS OF BUILDING PAPER BETWEEN SURFACES. ALL OTHER CONCRETE JOINTS SHALL BE ROUGHENED TO 1/4" +/- AMPLITUDE UNLESS OTHERWISE NOTED. 6.2.5 USE SINGLE TRIMMER EACH END OF EACH BEAM AND HEADER UNLESS OTHERWISE NOTED ON GENEF.kL SIRUCTURAL NOTIES PLANS AND DETAILS. 3.2 CONCRETE REINFORCING STEE 1 3.2.1 REINFORCING STEEL SHALL CONFORM TO CRC SECTION R608.5.2 A615 GRADE 60 IN ALL CONCRETE AND MASONRY UNLESS NOTED OTHERWISE ON THE PLANS. REINFORCING STEEL THAT IS TO BE WELDED SHALL BE ASTM A706. A706 REBAR SHALL BE WELDED PER THE AMERICAN WELDING SOCIETY STRUCTURAL WELDING CODE, CBC 1903.5.2, AND UBC STANDARD 19-1. 3.22 L R OV RA E OF CONCRETE OVER OUTER REINFORCING BARS SHALL BE AS FOLLOWS (UNLESS OTHERWISE NOTED): A CONCRETE CAST AGAINST AND EXPOSED TO EARTH------------ 3" B. INTERIOR STRUCTURAL SLABS, TOP AND BOTTOM --------------- 3/4" C. FORMED CONCRETE EXPOSED TO EARTH OR WEATHER #6 BAR OR LARGER ------------------------------------------------------- 2" #5 BAR AND SMALLER--------------------------------------------------- 1-1/2" 3.2.3 WIRE MESH SHALL CONFORM TO ASTM A185, AND SHALL BE LAPPED 1 & 1/2 SPACES (12" MINIMUM). 3.2.4 ALL REINFORCING BAR BENDS SHALL BE MADE COLD. 3.2.5 REINFORCING BARS SHALL BE SPLICED AS SHOWI4 ON DRAWINGS. ANY ADDITIONAL SPLICING SHALL REQUIRE REVIEW FROM THE DESIGNER 6.1 FRAMING LUMBER 6.1.1 ALL FRAMING LUMBER SHALL BE DOUGLAS FIR -LARCH AND SHALL BEAR THE GRADE STAMP OF AN APPROVED GRADING AGENCY. ALL SILLS, PLATES, SLEEPERS, LEDGERS & NAILERS IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED DOUGLAS FIR AND EACH PIECE SHALL BEAR THE AW.PA STAMP. THE FOLLOWING GRADES SHALL BE THE MINIMUM ACCEPTABLE GRADES UNLESS OTHERWISE NOTED ON PLANS. A STUDS B. SILL PLATES 2" TO 4" THICK C. BEAMS AND HEADERS: 2" TO 4" THICK 4" AND WIDER 5" AND THICKER D. POSTS E. 2x RAFTERS AND JOISTS F. TOP PLATES & LEDGERS G. MISC. FRM'G AND BLK'G NOT NOTED ABOVE MAX. MOISTURE 6.1.2 PLYWOOD SHEATHING SHALL CONFORM TO U.S. PRODUCT STANDARD PS 1-95 AND EACH PANEL SHALL BEAR APA STAMP. STAGGER SHEETS 4'-0" AND APPLY WITH FACE GRAIN PARALLEL TO SUPPORTS AT SHEAR WALLS AND PERPENDICULAR TO SUPPORTS TO ROOF. MAXIMUM SIZE OF UNFRAMED HOLES IN SHEATHING SHALL BE 4" IN DIAMETER OR 4" SQUARE. WHERE HOLES OR NOTCHES ARE CUT IN PLYWOOD SHEETS, SAW CUTS SHALL NOT RUN BY THE CORNERS OF THE OPENINGS. 6.1.3 ALL FRAMING ANCHORS, CLIPS, STRAPS, HANGERS, ETC. REFERENCED ON THE DRAWINGS SHALL BE MANUFACTURED BY SIMPSON STRONG -TIE COMPANY OR EQUIVALENT AS APPROVED BY THE ENGINEER AND INSTALLED PER MANUFACTURERS RECOMMENDATIONS WITH ALL HOLES FILLED WITH RECOMMENDED FASTENERS TO RESIST MAXIMUM RATED LOADS. 6.1.4 NAILING SHALL CONFORM WITH TABLE NUMBER 2304.10.1 FASTENING SCHEDULE OF CALIFORNIA BUILDING CODE UNLESS OTHERWISE NOTED ON PLANS. ALL NAILS TO COMPLY PER CBC 2304.10. ONLY COMMON WIRE NAILS SHALL BE USED. 6.1.5 ANCHOR BOLTS TO BE 5/8" DIAMETER, ASTM A307, LENGTH AS REQ'D. w/ MIN. 1/4" THK x 3" SQ. WASHER, AND A MINIMUM EMBEDMENT OF 7 INCHES INTO FOUNDATIONS EXCLUDING CURES. ANCHOR BOLTS SHALL BE PLACED WITHIN 9 INCHES (MAX) 4" (MIN) OF ENDS AND SPLICES OF PLATES AND 4 FEET ON CENTER, UNLESS OTHERWISE NOTED. ANCHOR 130LTS WITH UPSET THREADS ARE NOT ALLOWED. 6.1.6 WHERE ANCHOR BOLTS HAVE BEEN INCORRECTLY PLACED, PROVIDE THE SAME DIAMETER A36 THREADED ROD WITH HILTI HY-150 EPDXY ADHESIVE. INSTALL PER MANUFACTURERS RECOMMENDATIONS AND CURRENT ICBO REPORT. NOTCHED AND/OR CUT STUDS TO CLEAR INCORRECTLY PLACED ANCHOR BOLTS ARE NOT ALLOWED. ALL POSTS AND STUDS SHALL HAVE FULL BEARING TO THE FOUNDATION SILL PLATE. CONTACT ENGINEER IMMEDIATELY FOR REPLACEMENT REQUIREMENTS OF ALL INCORRECTLY PLACED HOLD DOWN BOLTS. 6.1.7 USE OF MACHINE NAILING IS SUBJECT TO A SATISFACTORY JOBSITE DEMONSTRATION FOR EACH PROJECT & THE APPROVAL BY THE ENGINEER. THE APPROVAL IS SUBJECT TO CONTINUED SATISFACTORY PERFORMANCE. MACHINE NAILING WILL NOT BE ACCEPTED IN 5/16" PLYWOOD. IF NAIL HEADS PENETRATE THE OUTER PLY MORE THAN WOULD BE NORMAL FOR A HAND HAMMER OR IF MINIMUM ALLOWANCE EDGE DISTANCES ARE NOT MAINTAINED, THE PERFORMANCE WILL BE DEEMED UNSATISFACTORY. 6.2 ROUGH CARPENTRY 6.2.1 ALL FLUSH -FRAMED JOISTS SHALL SEAT IN SIMPSON HANGERS, UNLESS OTHERWISE NOTED. 622 BOLT & LAG SCREW HEADS AND NUTS AGAINST WOOD SHALL BEAR AGAINST STANDARD STEEL WASHERS, UNLESS SPECIAL WASHERS ARE INDICATED ON PLANS OR DETAILS. JUST PRIOR TO COVERING ROUGH FRAMING, ALL BOLTS AND LAGS IN WOOD MEMBERS SHALL BE RE -TIGHTENED. 6.2.3 LAG SCREWS SHALL BE THREADED INTO LEAD HOLES BORED AS FOLLOWS: THE LEAD HOLE FOR THE SHANK SHALL BE THE SAME DEPTH AND DIAMETER AS THE SHANK. THE LEAD HOLE FOR THE THREADED PORTION SHALL HAVE A DIAMETER EQUAL TO 60 TO 75 PERCENT OF THE SHANK DIAMETER AND A DEPTH EQUAL TO AT LEAST THE LENGTH OF THE THREADED PORTION. 62A CUTTING AND BORING OF WOOD STUDS: A LET -INS ARE NOT PERMITTED. B. NOTCHING OF STUDS IS NOT PERMITTED. C. NEATLY BORED HOLES NOT GREATER THAT 33% OF THE WIDTH OF THE STUD ARE PERMITTED IN ANY WALL, PROVIDED THAT THEY ARE INSTALLED AT THE CENTERLINE OF THE STUDS. 6.3 GLU-LAM BEAMS 6.3.1 SIMPLE SPAN GLU-LAM BEAMS SHALL BE AN UNBALANCED COMBINATION 24F -V4 WESTERN SPECIES. CANTILEVERED BEAMS AND COLUMNS SHALL BE A BALANCED COMBINATION 24F -V8 WESTERN SPECIES, UNLESS OTHERWISE NOTED. BEAMS SHALL BE MANUFACTURED WITH EXTERIOR GLUE AND FINISHED TO AN INDUSTRIAL GRADE APPEARANCE, UNLESS OTHERWISE NOTED. MANUFACTURER SHALL PROVIDE A CERTIFICATE OF COMPLIANCE FOR ALL GLU-LAM BEAMS. ALL GLU-LAM BEAMS SHALL HAVE A 2000 FOOT RADIUS CAMBER UNLESS OTHERWISE NOTED ON PLANS. EXTREME TENSION FIBER STRESS IN BENDING lb = 2400 psi, MODULUS OF ELASTICITY E = 1,700,000 psi 6.32 TENSION ZONE LAMINATIONS LAP SPACING SHALL BE PER THE 2016 CALIFORNIA BUILDING CODE SECTION 2303.t3. 6.3.3 EXPOSED GLU-LAK^,S SHALL BE PRESSURE TREATED TO PREVENT DECAY IN ACCORDANCE WITH THE 2013 CBC SECTION 2304.12.2.4. 6.6 PRE -FABRICATED TRUSSES 6.6.1 THE LICENSED GANG NAIL TRUSS FABRICATOR SHALL BE SUBJECT TO THE APPROVAL OF THE ENGINEER AND BUILDING OFFICIAL IN ACCORDANCE WITH SECTION 1701.0 OF TF'E CBC AND SHALL PROVIDE CALCULATIONS BY A CALIFORNIA LICENSED CML ENGINEER AND SHOP DRAWINGS SUBSTANTIATING THE ADEQUACY OF THE TRUSSES SUPPLIED TO SUPPORT THE ROOF AND CEILING DEAD LOADS PLUS APPLICABLE SNOW AND LIVE LOADS AS NOTED ON THE PLANS. THE TRUSSES MUST CONFORM TO SECTION 2303.4 OF THE CBC. THE TRUSS FABRICATOR MUST VERIFY THE SIZE AND LOCATION OF ANY ROOF OPENINGS AND MUST VERIFY THE SIZE, WEIGHT AND LOCATION OF ANY SUPPORTED MECHANICAL UNITS AND ACCOUNT FOR THEM IN THE CALCULATIONS AND SHOP DRAWINGS. 6.6.2 THIS SIGNATURE INDICATES THAT THE PRE -FABRICATED TRUSS DESIGN BY MEEKS LUMBER & HARDWARE JOB REF: 70700WINN, DATED FEB. 1, 2017 HAS BEEN REVIEWED BY THE DESIGNER FOR GENERAL COMP IANCE WITH THE OVERALL DESIGN OF THIS STRUCTURE. EL OHARE, DESIGNER v0WIT #__ BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR /CODE COMPLIANCE DATE I � gY i / /_"' CONTENT AT GRADE INSTALLATION NO. 1 & BETTER 19% NO. 2 19% NO. 2 19% NO. 1 19% NO. 1 19% NO. 1 19% NO. 1 19% NO. 2 19% 6.1.2 PLYWOOD SHEATHING SHALL CONFORM TO U.S. PRODUCT STANDARD PS 1-95 AND EACH PANEL SHALL BEAR APA STAMP. STAGGER SHEETS 4'-0" AND APPLY WITH FACE GRAIN PARALLEL TO SUPPORTS AT SHEAR WALLS AND PERPENDICULAR TO SUPPORTS TO ROOF. MAXIMUM SIZE OF UNFRAMED HOLES IN SHEATHING SHALL BE 4" IN DIAMETER OR 4" SQUARE. WHERE HOLES OR NOTCHES ARE CUT IN PLYWOOD SHEETS, SAW CUTS SHALL NOT RUN BY THE CORNERS OF THE OPENINGS. 6.1.3 ALL FRAMING ANCHORS, CLIPS, STRAPS, HANGERS, ETC. REFERENCED ON THE DRAWINGS SHALL BE MANUFACTURED BY SIMPSON STRONG -TIE COMPANY OR EQUIVALENT AS APPROVED BY THE ENGINEER AND INSTALLED PER MANUFACTURERS RECOMMENDATIONS WITH ALL HOLES FILLED WITH RECOMMENDED FASTENERS TO RESIST MAXIMUM RATED LOADS. 6.1.4 NAILING SHALL CONFORM WITH TABLE NUMBER 2304.10.1 FASTENING SCHEDULE OF CALIFORNIA BUILDING CODE UNLESS OTHERWISE NOTED ON PLANS. ALL NAILS TO COMPLY PER CBC 2304.10. ONLY COMMON WIRE NAILS SHALL BE USED. 6.1.5 ANCHOR BOLTS TO BE 5/8" DIAMETER, ASTM A307, LENGTH AS REQ'D. w/ MIN. 1/4" THK x 3" SQ. WASHER, AND A MINIMUM EMBEDMENT OF 7 INCHES INTO FOUNDATIONS EXCLUDING CURES. ANCHOR BOLTS SHALL BE PLACED WITHIN 9 INCHES (MAX) 4" (MIN) OF ENDS AND SPLICES OF PLATES AND 4 FEET ON CENTER, UNLESS OTHERWISE NOTED. ANCHOR 130LTS WITH UPSET THREADS ARE NOT ALLOWED. 6.1.6 WHERE ANCHOR BOLTS HAVE BEEN INCORRECTLY PLACED, PROVIDE THE SAME DIAMETER A36 THREADED ROD WITH HILTI HY-150 EPDXY ADHESIVE. INSTALL PER MANUFACTURERS RECOMMENDATIONS AND CURRENT ICBO REPORT. NOTCHED AND/OR CUT STUDS TO CLEAR INCORRECTLY PLACED ANCHOR BOLTS ARE NOT ALLOWED. ALL POSTS AND STUDS SHALL HAVE FULL BEARING TO THE FOUNDATION SILL PLATE. CONTACT ENGINEER IMMEDIATELY FOR REPLACEMENT REQUIREMENTS OF ALL INCORRECTLY PLACED HOLD DOWN BOLTS. 6.1.7 USE OF MACHINE NAILING IS SUBJECT TO A SATISFACTORY JOBSITE DEMONSTRATION FOR EACH PROJECT & THE APPROVAL BY THE ENGINEER. THE APPROVAL IS SUBJECT TO CONTINUED SATISFACTORY PERFORMANCE. MACHINE NAILING WILL NOT BE ACCEPTED IN 5/16" PLYWOOD. IF NAIL HEADS PENETRATE THE OUTER PLY MORE THAN WOULD BE NORMAL FOR A HAND HAMMER OR IF MINIMUM ALLOWANCE EDGE DISTANCES ARE NOT MAINTAINED, THE PERFORMANCE WILL BE DEEMED UNSATISFACTORY. 6.2 ROUGH CARPENTRY 6.2.1 ALL FLUSH -FRAMED JOISTS SHALL SEAT IN SIMPSON HANGERS, UNLESS OTHERWISE NOTED. 622 BOLT & LAG SCREW HEADS AND NUTS AGAINST WOOD SHALL BEAR AGAINST STANDARD STEEL WASHERS, UNLESS SPECIAL WASHERS ARE INDICATED ON PLANS OR DETAILS. JUST PRIOR TO COVERING ROUGH FRAMING, ALL BOLTS AND LAGS IN WOOD MEMBERS SHALL BE RE -TIGHTENED. 6.2.3 LAG SCREWS SHALL BE THREADED INTO LEAD HOLES BORED AS FOLLOWS: THE LEAD HOLE FOR THE SHANK SHALL BE THE SAME DEPTH AND DIAMETER AS THE SHANK. THE LEAD HOLE FOR THE THREADED PORTION SHALL HAVE A DIAMETER EQUAL TO 60 TO 75 PERCENT OF THE SHANK DIAMETER AND A DEPTH EQUAL TO AT LEAST THE LENGTH OF THE THREADED PORTION. 62A CUTTING AND BORING OF WOOD STUDS: A LET -INS ARE NOT PERMITTED. B. NOTCHING OF STUDS IS NOT PERMITTED. C. NEATLY BORED HOLES NOT GREATER THAT 33% OF THE WIDTH OF THE STUD ARE PERMITTED IN ANY WALL, PROVIDED THAT THEY ARE INSTALLED AT THE CENTERLINE OF THE STUDS. 6.3 GLU-LAM BEAMS 6.3.1 SIMPLE SPAN GLU-LAM BEAMS SHALL BE AN UNBALANCED COMBINATION 24F -V4 WESTERN SPECIES. CANTILEVERED BEAMS AND COLUMNS SHALL BE A BALANCED COMBINATION 24F -V8 WESTERN SPECIES, UNLESS OTHERWISE NOTED. BEAMS SHALL BE MANUFACTURED WITH EXTERIOR GLUE AND FINISHED TO AN INDUSTRIAL GRADE APPEARANCE, UNLESS OTHERWISE NOTED. MANUFACTURER SHALL PROVIDE A CERTIFICATE OF COMPLIANCE FOR ALL GLU-LAM BEAMS. ALL GLU-LAM BEAMS SHALL HAVE A 2000 FOOT RADIUS CAMBER UNLESS OTHERWISE NOTED ON PLANS. EXTREME TENSION FIBER STRESS IN BENDING lb = 2400 psi, MODULUS OF ELASTICITY E = 1,700,000 psi 6.32 TENSION ZONE LAMINATIONS LAP SPACING SHALL BE PER THE 2016 CALIFORNIA BUILDING CODE SECTION 2303.t3. 6.3.3 EXPOSED GLU-LAK^,S SHALL BE PRESSURE TREATED TO PREVENT DECAY IN ACCORDANCE WITH THE 2013 CBC SECTION 2304.12.2.4. 6.6 PRE -FABRICATED TRUSSES 6.6.1 THE LICENSED GANG NAIL TRUSS FABRICATOR SHALL BE SUBJECT TO THE APPROVAL OF THE ENGINEER AND BUILDING OFFICIAL IN ACCORDANCE WITH SECTION 1701.0 OF TF'E CBC AND SHALL PROVIDE CALCULATIONS BY A CALIFORNIA LICENSED CML ENGINEER AND SHOP DRAWINGS SUBSTANTIATING THE ADEQUACY OF THE TRUSSES SUPPLIED TO SUPPORT THE ROOF AND CEILING DEAD LOADS PLUS APPLICABLE SNOW AND LIVE LOADS AS NOTED ON THE PLANS. THE TRUSSES MUST CONFORM TO SECTION 2303.4 OF THE CBC. THE TRUSS FABRICATOR MUST VERIFY THE SIZE AND LOCATION OF ANY ROOF OPENINGS AND MUST VERIFY THE SIZE, WEIGHT AND LOCATION OF ANY SUPPORTED MECHANICAL UNITS AND ACCOUNT FOR THEM IN THE CALCULATIONS AND SHOP DRAWINGS. 6.6.2 THIS SIGNATURE INDICATES THAT THE PRE -FABRICATED TRUSS DESIGN BY MEEKS LUMBER & HARDWARE JOB REF: 70700WINN, DATED FEB. 1, 2017 HAS BEEN REVIEWED BY THE DESIGNER FOR GENERAL COMP IANCE WITH THE OVERALL DESIGN OF THIS STRUCTURE. EL OHARE, DESIGNER v0WIT #__ BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR /CODE COMPLIANCE DATE I � gY i / /_"' M Vco M O W E O cf) 0 V ��LoC a N MLS L Qco as VUM ami M 0)M iYt C'0 '3ZLo0 @ ca — O co a 0 0 0 � co rn LL O mw w ■ a) N UI � Q c)p o oOCQ� cn2w W Q 002 u z 0 W Q J z W Z U LLJ I I' = W O IL Q Y.1 L3 J > _ d >IL 0 0 ¢ (L a O 0 U) Q cn w U) U) Q J w 7r CP N N M Lu 0 J Q z O w m cr U cn n w a r z Y o cn z 0 z 0 z 0 z 0 a 0 U U) OWC Cc OCC OwC JOB NUMBER 16-025 STRUCTURAL COVER SHEET sl SHEET NUMBER TABLE R602.3(1) FASTENING SCHEDULE ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE SPACING AND 21 OF FPSTENEFPbF LOCATION ROOF w r 4-8d box (2 "' x 0.113) or 1 Blocking between ceing joists or rafters to top plate 3-8d common (2 ' x 0.131; or Toe nail O L 3-10d box (3'x 0.1281; or 4"oc. toe nail 22 Rim joist, band joist or blocking to sill or top plate 3-3" x 0.131 nails w-� 70s� (roof applications also) 4-8d box (2 2' x 0.1139 or 6"o.c. toe nal 2 Ceiling joists to top plate 3-8d common (2 2" x 0.1311; or Per joist, toe nal M 3-10d box 0 x 0.1281; or 23 1" x 6" subfloor or less to each joist 3-3'x 0.131 nails Face nal 0 0 Ceiling joists not attached to parallel rafter, laps over 4-10d box 0 x 0.1281 or 3 partitions [see Section R802.31, R802.32 and Table 3-16d corrrnon (3 2"' x 0.1621; or Face nal 24 R802.&19)] 4-3" x 0.131 mals BIS and face nal 25 Ceiling joists not attached to parallel rafter (heel 3-16d box (3 P" x 0.1351; or At each bearing, 4 joint) [see Section R802.31, R802.3.2 and Table Table R802.5.1(9) Face nal U J < } IL a 0 0 IL R802.5.1(9)] 3-16d common (3 ? x 0.1621 or 5 Collar tie to rafter, face nail or 1 x 20ga. ridge 4-10d box (3'x 0;128'9 or 3-10d common (3 x 0.1489; or Face nal rn rn strap to rafter 4-3'x 0.131 nails each rafter i� 3-16d box (3 J" x 0.1351 or 2 toe nails on one side 6 Rafter or roof truss to plate 3-10d common (3" x 0.1481; or and 1 toe nal on opposit i W rn 4-10d box (3" x 0.1281; or side of each rafter or U) 4-3" x 0.131 nails truss 10d box (3" x 0.1281; or 24"o.c. face nail at top 4-16d box (3 1' x 0.1351 or 0 o z z z z Z Y cin O O O 0 3-10d common (3 2' x 0.1481; or Toe nail 27 Built-up girders and beams, 2 -inch lumber layers 4-10d box (3" x 0.1281; or 7 Roof rafters to ridge, valley or hip rafter to 4-3" r. 0.131 nails 3-16d box (3 2' x 0.1359 or minimum 2" ridge beam 2-20d common (4" x 0.1921 or 2-16d common (3 "' x 0.1621; or End nail 3-10d box (3" x 0.1281; or Face nail at ends 3-10d box (3" x 0.1281; or 3-31 x 0.131 nails; and at each splice 3-3" x 0.131 nals WALL 28 16d common (3 �' x 0.16219 24"o.c. face nail 8 Stud to stud (not at braced wall panels) 10d common (3 " x 0.1281; or 16"o.c. face nal rafter, face trail 3" x 0.131" nails 4-3" x 0.13x' nails 29 16d box (3 2' x 0.135'9; or 12"o.c. face nail g Stud to stud and abutting studs at intersect wall ng n9 3" x 0.131" nails SPACING OF corners (at braced wall panels) 16d common (3 "' x 0.1621 16"o -c- face nal 10 Built-up header (2" to 2" header with spacer) 16d common (3 > ' x 0.1621 16"o.c. each edge face nail 16d box (3 �' x 0.135'9 12"o.c. each GrncheS)h supporteco edge face nal 5-8d box (2 > ' x 0.1139 or (aches) 11 Continuous header to stud 4-8d common (2 P x 0.131; or Toe nail 6d common (2" x 0.113" nail 6 4-10d box Ox 0.1281 (subfloor, wall)' 16d common (3 > ' x 0.1621 16"oc. face nal 12 Top plate to top plate 10d common (3 " x 0.1281; or 12"o.c. face nal 3'x 0.131" nails (roof) 8-16d common (3 �' x 0.1621 or Face nail on each 8d common nail (2 �' x 0.13Y) Double top plate splice for SDCs A -D2 with seismic 12-16d box (3 2' x 0.13,x;9; or side of endt 1 1/8" - 1 1/4" braced wall line spacing < 25' 12-10d box (3" x 0.128'9; or (minn'xmn 24ap 12-3" x 0.131 nails splice length each Double top plate splice for SDCs Do, DI, or D2; 10d common (3 " x 0.1281; or side of end joint) 1 �' galvanized roofing nail, and braced wall line spacing 2 25' 3" x 0.131" nails 33" structural cellulosic fiberboard sheathing J" head diameter, or Y' crown 16d common (3 1' x 0.162'9 16"oc. face nal 14 Bottom plate to joist, rim joist, band joist or staple 16ga, 11" Ig blocking (not at braced wall panel) 16d box (3 " x 0.1351; or 12"o.c. face nail 34" structural cellulosic fiberboard sheathing 3" x 0.131" nails 3 6 Bottom plate to joist, rim joist, band joist or 3-16d box (3 ' x 0.1351 or 3 ea. 16"oc. face nail 15 blocking (at braced wall panel) 2-16d common (3 2' x 0.1621; or 2 ea. 16"o -c. face nail 1 �' galvanized roofing nal; 4-3" x 0.131 rails 4 ea. 16"o -c. face nail 1/2" gypsum sheathing staple galvanized, 1 ? 1g; 1 " 4-8d box (2 " x 0.113'9 or 7 3-16d box (3 �' x 0.1359; or Toe nail 4-8d common (2 �' x 0.131; or 1 J" galvanized roofing nail; 4-10d box Ox 0.1281; or 5/8" gypsum sheathing 16 Top or bottom plate to stud 7 3-16d box (3 �' x 0.1359 or screws, Type W or S Wood structural panels, combination subfloor underlayment to framing 2-16d corrrnon (3 �' x 0.1621; or End nail 3-10d box (3" x 0.1281; or 3/4" and less 8d common ( 2 1" x 0.1311 nail 6 3-3" x 0.131 nails 38 7/8" - Y' Top plates, laps at corners and intersections 3-10d box (3" x 0.128'9 or 12 17 2-16d common (3 > ' x 0.1621; or Face nal 39 3-3" x 0.131 nails 10d common Ox 0.1481 nail; or 6 12 3-8d box (2 �' x 0.113) or 18 1" brace to each stud and plate 2-8d common (2 �' x 0.1311; or Face nail 2-10d box (3" x 0.1281; or 2 staples 1 i' 3-8d box (2 > ' x 0.113) or 19 1" x 6" sheathing to each bearing 2-8d common (2 �' x 0.1311; or Face nail 2-10d box (3'x 0.1281; or 2 staples, 1" crown, 16ga. 1 J" Ig 3-8d box (2 2' x 0.113) or 3-8d common (2 2"' x 0.1311; or 3-10d box (3'x 0.1281; or 4 staples, 1" crown, 16ga. 1 J" Ig. 20 1" x 8" and wide sheathing to each bearing Face nail Wider than 1" x 8" 4-8d box (2 2' x 0.1139 or 3-8d common (2 �' x 0.13119; or 3-10d box Ox 0.1281; or 4 staples, 1" crown, 16ga. 1 J' Ig FLOOR M 4-8d box (2 �' x 0.1139 or 21 Joist to sil, top plate or gider 3-8d common (2 �' x 0.131; or Toe nail w r 3-10d box (3" x 0.1281; or 3-3" x 0.131" nails O L 8d box (2 �' x 0.131') 4"oc. toe nail 22 Rim joist, band joist or blocking to sill or top plate 8d common (2 > ' x 0.13Y9; or w-� 70s� (roof applications also) 10d box 0 x 0.1281; or 6"o.c. toe nal ■� J 3" x 0.13x' nails M 3-8d box (2 � x 0.1139 or 23 1" x 6" subfloor or less to each joist 2-8d common (2 �' x 0.13Y); or Face nal 0 0 3-10d box (3" x 0.1281; or co a rn 2 staples, 1" crown, 16ga, 1 t Ig. 24 2" subfloor to joist or girder 3-16d box (3 �' x 0.135'9; or 2-16d common (3 �' x 0.1621 BIS and face nal 25 2" planks (plank & beam --floor & roof) 3-16d box (3 P" x 0.1351; or At each bearing, w < G Z 2 U w 2-16d common (3 > ' x 0.1621 face nail U J < } IL a 0 0 IL 3-16d common (3 ? x 0.1621 or 26 Band or rim joist to joist 4-10d box 0 x 0.1281; or4-3" End nail rn rn x 0.131" nails; or i� 4-3" x 14ga staples, J" crowr>. �N N CY) Nail each yet as i W rn 20d common (4" x 0.1921 follows: 32"oc. at top and U) 5 W Cam bottom and staomed 10d box (3" x 0.1281; or 24"o.c. face nail at top W 0 o z z z z Z Y cin O O O 0 3" x 0.13Y' nails and bottom staggered on 27 Built-up girders and beams, 2 -inch lumber layers JOB NUMBER 16-025 FASTENING And: S1.1 2-20d common (4" x 0.1921 or SHEET NUMBER 3-10d box (3" x 0.1281; or Face nail at ends 3-31 x 0.131 nails; and at each splice 4-16d box (3 A" x 0135'9 or 28 Ledger strip supporting joists or rafters 3-16d comrrx„ -, (3 �' x 0.1621; or At 3ach joist or 4-10d box Ox 0.1281; or rafter, face trail 4-3" x 0.13x' nails 29 Bridging to joist 2-10d 0 x 0.1281 Each end, toe nail SPACING OF NUMBER AND TYPE FASTENERS Edges intte ITEM DESCRIPTION OF BUILDING ELEMENTS OF FASTENER GrncheS)h supporteco (aches) Wood structural panels, subfloor, roof and interior wall sheathing to framing and particleboard wall sheathing to framing [see Table R602.3(3) for wood structural panel exterior wall sheathing to wall framing] 30 3/8" _ V2 6d common (2" x 0.113" nail 6 12 (subfloor, wall)' 8d common (2 1" x 0.131 nail (roof) 31 19/32" - 1" 8d common nail (2 �' x 0.13Y) 6 12 32 1 1/8" - 1 1/4" 10d common Ox 0.148" nail; or 8d 6 12 (2 �' x 0.131 deformed nail Other wall sheathings 1 �' galvanized roofing nail, 33" structural cellulosic fiberboard sheathing J" head diameter, or Y' crown 3 6 staple 16ga, 11" Ig 1 J' galvanized roofing nail, 34" structural cellulosic fiberboard sheathing J" head diameter, or 1" crown 3 6 staple 16ga, 1 J" Ig. 1 �' galvanized roofing nal; 35 1/2" gypsum sheathing staple galvanized, 1 ? 1g; 1 " 7 7 screws, Type W or S 1 J" galvanized roofing nail; 36 5/8" gypsum sheathing staple galvanized, 1 J" Ig; 1 7 7 screws, Type W or S Wood structural panels, combination subfloor underlayment to framing 6d deformed (2" x 0.1201 nail; or 37 3/4" and less 8d common ( 2 1" x 0.1311 nail 6 12 38 7/8" - Y' 8d common (2 �' x 0.131 nail; or 6 12 8d deformed ( 2 � x 0.120'9 nail 39 1 1/8" - 1 1/4" 10d common Ox 0.1481 nail; or 6 12 8d deformed ( 2 > ' x 0.120'9 nail a. Nails are smooth -common, box or deformed shanks except whee otherwise stated Nails used for framing and sheathing corrnectiorns shall have minimum average bending yield strengths as shown 80 ksi for shank diameter of 0.192 inch (20d common nal), 90 ksi for shank diameters larger than 0.142 inch but not larger than 0.177 inch, and 100 ksi for shank diameters of 0.142 inch or less. b. Staples are 16 gage wire and have a mk*nu m 7/16 inch on diameter crown width c. Nails shall be spaced not more than 6 inches on center at all supports where spans are 48 inches or greater. d Four -foot by 8 -foot or 4 -foot by 9 -foot panels shall be applied vertically. e. Spacing of fasteners not included in this table shall be based on Table R602.3(2). f. Where the ultimate design wind speed is 130 mph or less, naffs for attaching wood structural panel roof sheathing to gable end wall framing shall be spaced 6 inches on center. Where the ultimate design sind speed is greater than 1,30 mph, nails for attaching panel roof sheathing to intermediate supports shall be spaced 6 inches on center for a mirinum 48 -inch distance from the ridges, eaves, and gable end walls; and 4 inches on center to gable end wall framing. g Gypsum sheathing shall conform to ASTM C1396 and shall be installed in accordance with GA 253 Fiberboard sheathing shall conform to ASTM C208. h. Spacing of fasteners on floor sheathing panel edges applies to panel edges supported by framing members and required blocking and at floor perimeters only. Spacing of fasteners on roof sheathing panel edges applies to panel edges supported by framing members and requirred blocking. Blocking of roof or floor sheathing panel edges perpendicular to the framing members need not be provided except as required by other provisions of this code. Floor perimeter shall be supported by framing moTbers or solid blocking. L Where a rafter is fastened to an adjacent parallel ceiling joist in accordance with this schedule, provide two toe naffs on one side of the rafter and toe nails from the ceiling joist to top plate in accordance with this schedule. The toe nail on the opposite side of the rafter shall not be required. PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR / CODE COMPLIANCE DATE BY '-- M VcY) d, O w r fl) M 0 V (n 0) C O L L Q CO � CY) w-� 70s� CU � ■� J O M 0 0 0 co a rn OLL Uo co W ■ 0) U �/� rn ,- Z w O 0 VJ d p OC < ¢ W � cc m Q Cc 002 10 � < J Z w < G Z 2 U w LU w W O U J < } IL a 0 0 IL 9) 0 0 ¢ a. a 0 0 < cin W rn rn < i� JI� 7 W �N N CY) i W rn J Z 0 U) 5 W Cam 8 W 0 o z z z z Z Y cin O O O 0 C-) � � D < > > > > it OWC oWC JOB NUMBER 16-025 FASTENING SCHEDULES S1.1 SHEET NUMBER f'l^ 1C OuTW' I I I rluoo vL.vvrkiimu MFG'RD TRUSS SEE PLAN DRAG TRUSS SEE PLAN TOP >'s SEE PLAN 2xBLK'GT&B @ 4'-0" oc. FULL SPAN OF DRAG TRUSS til m^^r r+.. r.- SCALE: 1" = T-0" BRACED WALL BEYOND SEE PLAN Ld L y—rYPICAL GTRUSS MFGRD TRUSS SEE PLAN DRAG TRUSS, SEE PLAN W/ WALL SHT'G o/ VERT. WEB MEMBERS TO MATCH SHEARWALL STUD SPACING BELOW. TOP E's VSEE PLAN 2xBLK'GT&B @ 4'-0" o.c. FULL SPAN OF DRAG TRUSS I M ROOF SHT'G SEE PLAN HEADER WHERE OCCURS SEE PLAN BRACED WALL SEE PLAN LA 't -V V.V. W/ 3-16ds EA END. (ALTERNATE DIRECTIONS). SCALE: 1" = 1-0" 2 ROWS E.N. STAGGERED 0 0 0 /4 2 LAG. BPACE @ 4 0'o.c. w/ 3flEds EA E'41). (L ERNATE /A/ R CTIONSJ 0 � I %j TYPICAL DRAG TRUSS `— SEE SHEARWALL SCHEDULE FOR CLIP SIZE & SPACING SCALE: 1" = T-0" 9 IERS INS CALIF" FRAMING DETAIL SCALE: 1" = 1'-0" ROOF SHT'G. LAYOUT: U£= 1/2" CD -X SHT'G. NAILED w/ 8d's @ 6"oc. E.N. & 12"o.c. F.N. SEE C/l[] A I1P1M IA IC -% PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DATE �/ (� BY 6 / 1. TYPICAL DESIGN LOADS: D.L. = 14 P.S.F. L.L. = 20 P.S.F. (REDUCIBLE) 2. ALL ROOF FRAMING TO BE MANUFACTURED GANG NAIL TRUSSES @ 24"oc., U.O.N. ON PLAN. 3. THE CONTRACTOR AND TRUSS MFGR SHALL VERIFY AND COORDINATE ALL DRAG TRUSS LOCATIONS, TRUSS PANEL BLOCKING LOCATIONS, STRAPS, HURRICANE TIES AND BLOCKING WITH THE STRUCTURAL DRAVANGS. 4. THE CONTRACTOR AND TRUSS MFGR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, SOFFITS, CEILING COFFERS, ROOF OPENINGS, PENETRATIONS AND DRAIN LOCATIONS WITH THE ARCHITECTURAL DRAWINGS. 5. SEE SHEET S1 FOR GENERAL STRUCTURAL NOTES 6. ALL DIMENSIONS ARE TO FACE OF STUL JR WALL, OR CENTERLINE OF COLUMN, U.O.N. 7. CONTRACTOR SHALL VERIFY ALL DIMENSIONS SHOWN WITH THE PLANS. 8. ALL BEAMS SHALL BEAR DIRECTLY ON TRIMMERS OR POSTS WITH SIMPSON PC CAPS, OR BE HUNG WITH SIMPSON HUTF HANGERS, TYPICAL UNLESS OTHERWISE NOTED. 9. ALL EXTERIOR WALL TO HAVE SHEATHING TO MATCH SHEARWALL SHEATHING THICKNESS. 10. ALL BEAMS SHALL SIT IN FROPER CC COLUMN CAP. 11. ALL HEADERS AT EXTERIOR AND BEARING WALLS TO BE 6x8 D.F. #1 U.O.N. ON PLAN. HEADERS 6-0" OR LESS MAY BEAR ON SINGLE 2x TRIMMER. HEADERS SPANNING OVER 6-0" SHALL BEAR ON MINIMUM OF (2) 2x TRIMMERS. 12. INTERIOR BRACED WALLS SEE DETAILS 10 & 11/S22 WHEN PARALLEL WITH ROOF FRAMING, PROVIDE FULL DEPTH BLK'G. PANELS WHEN PERPENDICULAR WITH ROOF FRAMING AND ATTACHED WITH E.N. SEE DETAIL 12/S22 Ly INDICATES WOOD POST OR STEEL COLUMN BELOW SEE SECOND FLOOR OR GROUND FLOOR FRAMING PLAN. INDICATES CS OR CMST STRAP OVER ROOF SHT'G. U.O.N. ON PLAN. LENGTH AS NOTED ON PLAN. PROVIDE T-0" MIN. END LENGTH OVER BEAM, 4x BLKS OR TRUSS PANELS, U.O.N. ON DETAILS. SEE ------ FOR ADDL. INFO. INDICATES BEARING AND/OR SHEAR WALL BELOW. WALL SHEATHING PER 'WY WALL TYPE, U.O.N. ON PLAN. INDICATES DOOR OR WINDOW HEADER. SEE PLAN & NOTE #8. - - INDICATES MANUFACTURED GANG NAIL TRUSS. SEE ERECTION DRAWINGS BY TRUSS MANUFACTURER FOR LAYOUT & ADDL INFO. �— INDICATES DESIGN AXIAL LOAD (COORDINATE w/ TRUSS MFGR). (2.0 K) INDICATES MANUFACTURED GANG NAIL DRAG AND/OR GIRDER TRUSS. SEE ERECTION DRAWINGS BY TRUSS MANUFACTURER FOR LAYOUT & ADDL INFO. 5 1/8" x 27 G/L F- BEAM SIZE ROOF FRAMING PLAN �� �a.�a " PLAN NOTES AND LEGEND SCALE: NONE MAIN ROOF ME SEE FRAMI PL/ 9 IERS INS CALIF" FRAMING DETAIL SCALE: 1" = 1'-0" ROOF SHT'G. LAYOUT: U£= 1/2" CD -X SHT'G. NAILED w/ 8d's @ 6"oc. E.N. & 12"o.c. F.N. SEE C/l[] A I1P1M IA IC -% PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DATE �/ (� BY 6 / 1. TYPICAL DESIGN LOADS: D.L. = 14 P.S.F. L.L. = 20 P.S.F. (REDUCIBLE) 2. ALL ROOF FRAMING TO BE MANUFACTURED GANG NAIL TRUSSES @ 24"oc., U.O.N. ON PLAN. 3. THE CONTRACTOR AND TRUSS MFGR SHALL VERIFY AND COORDINATE ALL DRAG TRUSS LOCATIONS, TRUSS PANEL BLOCKING LOCATIONS, STRAPS, HURRICANE TIES AND BLOCKING WITH THE STRUCTURAL DRAVANGS. 4. THE CONTRACTOR AND TRUSS MFGR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, SOFFITS, CEILING COFFERS, ROOF OPENINGS, PENETRATIONS AND DRAIN LOCATIONS WITH THE ARCHITECTURAL DRAWINGS. 5. SEE SHEET S1 FOR GENERAL STRUCTURAL NOTES 6. ALL DIMENSIONS ARE TO FACE OF STUL JR WALL, OR CENTERLINE OF COLUMN, U.O.N. 7. CONTRACTOR SHALL VERIFY ALL DIMENSIONS SHOWN WITH THE PLANS. 8. ALL BEAMS SHALL BEAR DIRECTLY ON TRIMMERS OR POSTS WITH SIMPSON PC CAPS, OR BE HUNG WITH SIMPSON HUTF HANGERS, TYPICAL UNLESS OTHERWISE NOTED. 9. ALL EXTERIOR WALL TO HAVE SHEATHING TO MATCH SHEARWALL SHEATHING THICKNESS. 10. ALL BEAMS SHALL SIT IN FROPER CC COLUMN CAP. 11. ALL HEADERS AT EXTERIOR AND BEARING WALLS TO BE 6x8 D.F. #1 U.O.N. ON PLAN. HEADERS 6-0" OR LESS MAY BEAR ON SINGLE 2x TRIMMER. HEADERS SPANNING OVER 6-0" SHALL BEAR ON MINIMUM OF (2) 2x TRIMMERS. 12. INTERIOR BRACED WALLS SEE DETAILS 10 & 11/S22 WHEN PARALLEL WITH ROOF FRAMING, PROVIDE FULL DEPTH BLK'G. PANELS WHEN PERPENDICULAR WITH ROOF FRAMING AND ATTACHED WITH E.N. SEE DETAIL 12/S22 Ly INDICATES WOOD POST OR STEEL COLUMN BELOW SEE SECOND FLOOR OR GROUND FLOOR FRAMING PLAN. INDICATES CS OR CMST STRAP OVER ROOF SHT'G. U.O.N. ON PLAN. LENGTH AS NOTED ON PLAN. PROVIDE T-0" MIN. END LENGTH OVER BEAM, 4x BLKS OR TRUSS PANELS, U.O.N. ON DETAILS. SEE ------ FOR ADDL. INFO. INDICATES BEARING AND/OR SHEAR WALL BELOW. WALL SHEATHING PER 'WY WALL TYPE, U.O.N. ON PLAN. INDICATES DOOR OR WINDOW HEADER. SEE PLAN & NOTE #8. - - INDICATES MANUFACTURED GANG NAIL TRUSS. SEE ERECTION DRAWINGS BY TRUSS MANUFACTURER FOR LAYOUT & ADDL INFO. �— INDICATES DESIGN AXIAL LOAD (COORDINATE w/ TRUSS MFGR). (2.0 K) INDICATES MANUFACTURED GANG NAIL DRAG AND/OR GIRDER TRUSS. SEE ERECTION DRAWINGS BY TRUSS MANUFACTURER FOR LAYOUT & ADDL INFO. 5 1/8" x 27 G/L F- BEAM SIZE ROOF FRAMING PLAN �� �a.�a " PLAN NOTES AND LEGEND SCALE: NONE co M O T 0 co 0 N U V �Lo0 L UUM� am o cz WC•�m r 'O -C L-, 0 O co 0 0 ox) um O co 6 W ■ 0) N U Q Lo w 0 Q cn cnzw W wp O ED Er > Dw p > WW Q J z Q 0 z � U W WLj IL fr uw% L' J Q O > a0 00 co CC w 00 Q cn w U) J W r r N N (" Lu 0 J z 0 ~ W m cr 0 U) a Z 0 ' o cn z 0 z 0 z 0 z 0 w Fn > Fn > Fn > � > � U N OWC OWC OWC OWC JOB NUMBER 16-025 ROOF FRAMING PLAN i� S2.2 SHEET NUMBER 6x POST w/ SIMPSON �— CBS66 POST BASE PROVIDE 1-6" SQ. x ° . 1'-0" DP. SPREAD FTC's ° REINF. w/ 244 T.&B. ' AT EA POST -� n N IG NP. POST CONNECTION c r SLAB ON GRADE SEE FOUND. PLAN TYPICA 1'-0" END & INTERSECTION RIM BARS D.N. ADD VERT. BARS AT ALL CORNERS AND BENDS, TYP. CORNER n n i/—�I r- 9 9 SCALE: T' - ,p TYP. HORIZ. FOOTING REINF. INTERIOR BEARING WALL SHT'G. SEE PLAN P.T.D.F. SILL PLATE & ANCH. BOLTS SEE FOUND. PLAN d.e n FOOTING w/ #4 T&B L INTERIOR FOOTING HOLDOWN WHERE OCCURS, SEE PLAN I o I & 6/-. I e I 2x P.T. SILL- ANCHOR PER BRACED WALL SCHED. ; I TYP. SLAB ON GRADE SEE FLR PLAN -\ FINISH, SEE EXT. ELEVATIONS 2x STUDS @ 16"o.c. 3. SEE PLAN SHT'G NOTE: SEE PLAN AND GENERAL NOTES FOR EXCAVATIONS ADJACENT TO EXISTING FOUNDATIONS. 8 SCALE: 1" _ T-0" A D J ACENT . Z • FIN. GR. C° #4 G� 24"o.c. Ii—III _ #4 CONT. I—III " I I TOP & BOT. FOOTING DETAIL USE DBL. 2x w/ 2-10d's FACE NAILS @ 6"oc. FULL HT. (MAY USE SOLID POST @ CONTR. OPTION) HDU PER PLAN w/ SSTB20 NOTE: EDGE NAIL PLYWOOD TO POST. - 6 SCALE: SNE TYP. HOEDOWN DETAILS 1N2' I f� LAP FOOTING REINF. TIMFS 'W1' MIN.) REINFORCING BAR HOOKS & BENDS [—d-i(2�' MIN) d _ �L�./ t rt D N TYP 180 2Q MIN INSIDE BAR SIZE BEND 0 D" #3 TO #8 6d #9 TO #11 8d #14 & 018 10d STIRRUP & TIE HOOKS & BENDS d + k QO m MIN INSIDE AR SIZE BEND O "D" #3 - #5 4d #6 - #8 6d LAP SPLICES LAP PER 6 SCHEDULE 16ga TIE WIRE N T : FOR CMU, LAP 48 BAR 01, UON LAP SCHEDULE BAR 2500 3000 SIZE 40760— z 40 60 #3 15 23 15 22 12 19 12 17 #4 20 30 20 29 2'-0" 16 23 15 22 #5 25 38 24 36 20 29 1 19 128 #6 33 50 29 43 26 38 22 33 #7 45 68 42 63 35 52 29 43 #8 60 90 48 72 46 69 1 37 55 #9 76 114 54 81 58 87 42 62 #10 96 144 61 91 74 111 47 70 #11 118 177 68 101 91 136 52 78 E-- CONCRETE f'c (psa E--- BAR GRADE (Fy) F---- TOP BARS, TYP F-- OTHER BARS, TYP. NOTES: 1. INCREASE LAP LENGTHS 33% FOR LIGHT WEIGHT CONCRETE, AND AT FOUR BAR BUNDLES (WHERE 2 BARS LAP WITH 2 OTHER BARS). 2. TOP BARS - HORIZONTAL BARS PLACED WITH MORE THAN 12" OF FRESH CONC. CAST IN THE MEMBER BELOW THE BARS 3. LAP LENGTH IN INCHES SCALE: NONE 3 )REBAR LAPS, HOOKS & BEND S SCALE: 3' = T-0" PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR / rCODE COMPLIANCE - 5 �,E � TYP. STEPPED FTG. DETA MIN. FOOTING SECTION 10� PERIMETER FOOTING SECTION ��.F ,-�b PIPE THRU FOOTING DETAILS r 'v NO PENETRATIONS'r> ALLOWED THRU THIS ZONE OF FOOTING LSCALE: T'= Y-0" INSIDE DIA. OF SLEEVE TO BE PIPE DL4 + 2" TYP. I - z v � 1 vPmlnn z CING FTG. POUR LEAN CONCRETE FILL 2'-0" AROUND SLEEVE, FILL TO EXTEND FULL WIDTH OF FTG. FTG. SHALL BE STEPPED SO THAT FILL DOES NOT EXCEED &-0" IN DEPTH FOOTING ELEVATION MTI —I���I 1 1 1— 1 1 — I I— . III SLAB & CURB DETAIL #4 x 3'-0"LG. SMOOTH --\ DOWEL BAR @ 3-0"o.c. CONTROL JOINT DETAIL �.� Nom � SLAB ON GRADE DETAILS SCALE: NONE 2x SOLD BLK'G. E.N. SHT'G., TYP. W/ LS50 CLIPS A BILK. ROOF SHT'G SEE PLAN A35 0 24"O.c. G/N TRUSSE SIMPSON H1 EA TRUSS (SIMPSON H10A-2 @ EA GIRDER TRUSS, U.O.N. ON PLAN) GUTTER CONT. 2" SOFFIT HARDIE CEMSOFFIT VENT BY VULCAN OR EQ. EXTERIOR FINISH SEE ELEVS. 2x STUDS @ 16"o.c is NP. TRUSS EAVE SECTION M^ter ry rrv� 1� NP. GABLE END SECTION END LENGTH LENGTH AS REO'D. END NAIL SEE PLAN 2"o.c. TYP. 9 SCALE: 1" - T-0" sm 2x BARGE RAFTER G/N TRUSSES SEE PLAN E.N. SHT'G., TYP. EXTERIOR FINISH SEE EXT. ELEVS OVER SUBSTRATE 2x STUDS @ 16"o.c. F STRAP DETAIL �— TYP. FRAMING MEMBER L IL J 1 1-3/8" 2-1/8" PROVIDE SIMPSON HANGERS AS SHOWN 4'-0" SO. MAX E NAIL PLYWOOD /ARO-UNDENTIRE NING PERIMETER 3-1/4" 2x8 2-7/8" 4-3/8" 2x10 LL OPENING IN ROOF SIMPSON DTC CLIP @ 4-0"o.c. 2x STUD WALL SEE PLANS r PERPENDICULAR TO TRUSSES BLK 1 BAY BEYOND OPENING w/ SAME FRAMING AS TYP. FRAMING MEMBERS DBL JOISTS EA SIDE OF OPENING TYP. 4 SIDES SIMPSON DTC CLIP — 0 N-0"o.c. G/N TRUSSES SEE FRAMING PLANS CL 2x4 BLOCKING @ N-0"o.c. 2x STUD WALL SEE PLANS PARALLEL TO TRUSSES 8 SCALE: V= T-0" NON-BRG- WA STRAP OVER ROOF SHT'G, SEE PLAN 2x FLAT BLK'G 4x BLK'G, TRUSS TOP CHORD OR TRUSS ICC PANEL AT END NAILING MFG'RD TRUSSES SEE PLAN PROVIDE CONT. TRUSS BLK'G PANELS TYP. o/ SHEARWALLS SPLICE OV STUD, TYP. LL DETAIL 7 PDXA/C nlAll W(; WALL SIZE A ENERS RE 'D TYP. EACH SIDE OF SPLICE 2x4 & 2x6 12 - 16d FIELD NAILING SEE FRAMING PLANS FOR SHEATHING & NAILING REQUIREMENTS - 6 SCALE NONE NP. DIAPHRAGM NA MAXIMUM HOLE SIZE 'D1' I BEARING NON-BRG 2x4 1 1-3/8" 2-1/8" 2x6 2-V4" 3-1/4" 2x8 2-7/8" 4-3/8" 2x10 3-5/8" 5-1/2" SEE NOTE ON SHEET 31 ILING 7— SIMPSON ST22 STRAP EA SIDE OF TOP IlEs & SILL Ft @ BRCS SHEAR OR BRACED WALL LINES. MAXIMUM HOLE SIZE PLATE BEARING NON-BRG 2x4 1-3/8" 2-1/8" 2x6 2-1/4" 3-1/4" 2x8 2-7/8" 4-3/8" 2x10 3-5/9' 1 5-1/2" SEE NOTE ON SHEET S1 I - 3 x..E NONE PIPE THRU PLATT REQ'MTS SCALE: NONE NOTES: I ALL SHEATHING NAILING SHOWN IS EDGE NAILING 2. MINIMUM SHEATHING PANEL DIMENSION TO BE 12" 3. UPSET THREADS NOT ALLOWED FOR ANC. BOLTS 4. HOLDOWN BOLTS DO NOT REPLACE ANC. BOLTS S APA RATED SHTa TO BE CD, CC STRUCT. II w/ EXT. GLUE PERMIT # BUTTE CRE����ED FOR CODE SERVICES CODE COMPLIANC BY E-- E TYP. % JOISTS OR DATE RAFTERS SHEATHING TO HAVE A TOP PLATES PANEL INDEX OF 24/0, SEE SCHEDULE. APPLY DIRECTLY TO STUDS @ 16"O.c. WITH STUDS WALL STUD FACE GRAIN PARALLEL BLKG. AT TO SUPPORTS PANEL JOINTS A BOT. PLATE Y 3/8" CLR. MIN. @ PANEL EDGES PLYWOOD LAYOUT C) TO NAILS i BLK'G. @ HORIZ. PANEL JOINTS SEE SHEARWALL SCHEDULE ANCHOR BOLT SPACING PER SHEARWALL SCHEDULE & SHALL BE PLACED 9" MAXIMUM (4" MINIMUM) OF ENDS & SPLICES OF R's. PROVIDE 3" SQ. x 3/16" THK WASHERS - 5 SCALE: NONE FRAMING HOLES & NOTCHES SCALE: NONE SCALE: 1" .1'-0" u TYP. TOP PLATE SPLICE DETAIL SCALE: NONE 3/4" TYP. WALL STL W/ 16d'S @ FULL HT,' WALL E's RIPPED 2x6" D.F. USE DROP OFF FROM RIP 'TANDARD STUD EMBEDMENT DEPTH (EXCLUDING CURBS) TYP. WALL SHT'G. SECTION STAGGER TOP R SPLICES 4'-0" MIN. DIRECTLY OVER WALL STUDS 2 - 16d's EA SIDE DBL. TOP R's -� 16d's 0 16"o.c. STAGGERED II HEADER, SEE PLAN — w/ 4-16d EA END 2x KING STUD II WALL OPENING SEE ARCH DRWGS. FOR SIZES & LOC. I 2x BLK'G. @ 10'-0"o.c. OR @ PANEL JOINTS 2x SILL fl' @ INT. DBL 2x SILL IE @ EXT. WINDOW 11 FRAMING, WHERE OCCURS II P.T. SILL E SEE FOUND. PLAN FOR DETAILS NP. WALL INTERSECTIONS SCALE: � � TYP. WALL FRMG. ELEV. SCALE: NONE SCALE: NONE ------ ..... C"1114VW-W ppow I to 7 2*w verm . "HEM Aster woft,vfe vapewjm ww *Xmbw 0 FU*&a*w DAeFftft-, PERS 6° a: CA mew%] Ef"w rne*w" smMmewu - 200 s�'a aNnAp"o RLVM W - or, %R,0=01740 RavA Gmwwom oc:wff-ww CeKorgWe ft*.tl ftww QW=AWm NtoTlinvt 10:1 f. TVKL Feb V- An? Pxtw .5 of I Cak3aadoa Omwipbor TO* A Affift'S§!' inIKA I- So f4ww. " M 1�s - F-4 I.. � ................................... Upham ViRMCE co"TiffiCT"" Erma Buskin Raft MIDW is an 2!tumate way to express the energy performance of a building using a scoring system whciTe i0o repregmts, Se wmw P2&wwmwu d Ift Rksiki" 6v"y Savk" �.i`j reference home characteeanklon of the 21306 international Energy Conservation Corte got aw6koft high behAft at energy efficlency with renewable generation to"zero out' Its TOV energy. Because EDF; inrluees consEderaHon of v1A0ww#ft, "W Mv4,%U%A bYyt* 2C ft" 0 pooch mdiamazw npowmwfi and consumer aiaeironacst, itis not used to straw compliance WWI Pant 6tkutmay instead bQ used by lacjtiurig&mi" PMwAkOWC21 uFaMmAstmaw nat2g. Pat" mvvftw. of 02 I I FbW MA,0 PWPIA!�vd DeA* Mof2weid" Design EDR Of Proposed Design EOR Value of Proposed PV ift-Al 45.31 0.0 0 C, Dazlot et emftFmi 2 reqmmment of 30%or grg-ltar code compliance margin (CALGroon A4.203.12.21 and Olt vsnf;CnflGM PFAraqii0,& 2r ZWJ -R*z Lo,D Mel Energy (ZNE) Des4n Dcsxjnw�nn for sft�� Family Kq climate 20FIC GZII (Red ajj�ffj iCA1Gmxff AAI 1-411riciaAftm P1v*,v#v*ak 0-Y) fvnewaWAL- energy ,j"jGjegt to achieve a final Enffpy Veslign Rating (EDR) of mo v. le,.fht PV Spam! nmt W vetMed 1400LAFOO SPIX10111. F&MIRES TTw ns n.,xjtkr. or ryrEeiwl. 0IRGy pwfotmw: ,. L't it s mr,", oLf Moo momam" TAW owft wwo nmool 91a. fta�aaiiay ka.Dsa age ft foo uE;R :hat must Lu t'j .1 COMfi--4Ei HSPS Rally ocr-c-"?, Df Twv,ents taNes tel�w. 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Qr_ Fief 8ds1 R,15 ams "Bow rmw pmw I I 1,0=106ilinwim zM ROO& l" 62 t:l int ft-211boo R -M rwgww*� ur,% 0*G"U**was * K*k* a *A** I 04% R*',9,Y 3 roff-ViAMP cmoft owwonnd I HWC rIn"I -nk"- aeaw In 1w Fg-m WA&* DAM It Me" MQN1106=1 A*tv R- t .... ...... bwAp rxl* t> Fly ftwa M-- ww "v emftiftom H-we2w lftv➢Aaac P% sks�� RVF04*� w r j R." 0AW L4- awpl%~ %av" SLA FLayT 02 k14 06 17 BMW ZafAe Am (e) led EdW!nza1LR-v*Ae&D40 C34- F"A2 a ft Hw&d 2aasr� T2 afar as In 04 BIAMMODWAMWAh CAR" Wk&*Aftd ---------- UUM HEAnW SYSTUn ....................... ............... 19 Tw vbwt$a!ldasP ftke~d("aALw* DWSPI Dw MAVAM rim""Awl 0) —1 1 RAw,lkmwiiAw Ra.N AV PAW% w 01741-OMMM CA &A% -q Enow Fililtiewl, ;� - 2M c� CERTIV.ATE Or CowVLIAWE. RESUMMAL MWORKANIMCOwInAm" NET HM Kms' R4,11 pfbwA FLWW ReAbb9a M&O cAaAafim Dwtdntw 16-A Tw+ F@b w- 2W7 Pa" 2017 caftjAkim netAlliplidd; TW:'m Makj-M. IAOL& rde gAdw W.16 Fwr. T-74-t"-fl6k 21,174IrMMUIPM prwrNama- Mw CMUM.-M OF CON"AARCE - MET"M GFIR-pw-w pawsor? -1q— Erma Buskin Raft MIDW is an 2!tumate way to express the energy performance of a building using a scoring system whciTe i0o repregmts, Se wmw P2&wwmwu d Ift Rksiki" 6v"y Savk" �.i`j reference home characteeanklon of the 21306 international Energy Conservation Corte got aw6koft high behAft at energy efficlency with renewable generation to"zero out' Its TOV energy. Because EDF; inrluees consEderaHon of v1A0ww#ft, "W Mv4,%U%A bYyt* 2C ft" 0 pooch mdiamazw npowmwfi and consumer aiaeironacst, itis not used to straw compliance WWI Pant 6tkutmay instead bQ used by lacjtiurig&mi" PMwAkOWC21 uFaMmAstmaw nat2g. Pat" mvvftw. iii R'Styr 'd t tit ng under the 20ifi Butlding Energy Efficiency Standards is VVIVcQnfly more efficlent than the thaEDRscare ofthe ProposadDesign is provided sojenrelelytrom the FOR value of insralled PY so that Sw ellotis 4effankr"and remennM2 I I FbW MA,0 PWPIA!�vd DeA* Mof2weid" Design EDR Of Proposed Design EOR Value of Proposed PV ift-Al 45.31 0.0 Dwalig" ow"Tw I requirement of 15% of greater code compliance margin (CALGreen A4.203A 2.1.1 and Olt vorifleation Pr0mq'kW.& C, Dazlot et emftFmi 2 reqmmment of 30%or grg-ltar code compliance margin (CALGroon A4.203.12.21 and Olt vsnf;CnflGM PFAraqii0,& 2r ZWJ -R*z Lo,D Mel Energy (ZNE) Des4n Dcsxjnw�nn for sft�� Family Kq climate 20FIC GZII (Red ajj�ffj iCA1Gmxff AAI 1-411riciaAftm P1v*,v#v*ak 0-Y) fvnewaWAL- energy ,j"jGjegt to achieve a final Enffpy Veslign Rating (EDR) of mo v. le,.fht PV Spam! nmt W vetMed 1400LAFOO SPIX10111. F&MIRES TTw ns n.,xjtkr. or ryrEeiwl. 0IRGy pwfotmw: ,. L't it s mr,", oLf Moo momam" r figs REft FrAT" 511JAINNAM 91a. fta�aaiiay ka.Dsa age ft foo uE;R :hat must Lu t'j .1 COMfi--4Ei HSPS Rally ocr-c-"?, Df Twv,ents taNes tel�w. 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