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HomeMy WebLinkAboutB16-1351 024-230-036GENERAL NOTES: NAILING SCHEDULE Table R602.3(1)- Fastening Schedule 1. ALL WORK ON T ' S PROJECT SHALL CONFORM TO THE ADOPTED EDITIONS OF THE 2013 CBC, 2013 CRC, 2013 CMC 2013 CPC , THE 2,-,Z CALIF. ELECT. CODE 2013 CALIF. JERGY STANDARDS AND 2013 CA. GREEN CODE 2. DESIGNER SHALT VDPROVE ADJUSTMENTS TO ANY PART OF THESE PLANS. 3. WRITTEN DIMENS''_ NS ARE TO BE USED: DO NOT SCALE THESE DRAWINGS 4. SPECIFIC INFOR . T')N ON THE DRAWINGS DIFFERING FROM THESE NOTES SHALL APPLY. 5. THE CONTRACTC `-!ALL VERIFY SITE CONDITIONS, AND THERE CORRELATION WITH THE DRAWINGS ANC ;, :ALL NOTIFY COUNTY OR DESIGNER OF ANY INCONSISTENCIES OR DISCREPANCIES F OR TO THE BEGINNING OF CONSTRUCTION. 6. IN THE EVENT CE STAIN FEATURES OF THE CONSTRUCTION ARE NOT FULLY SHOWN ON THE DRAWINGS ON T i- DRAWINGS OR CALLED FOR IN SPECIFICATIONS THEN THEIR CONSTRUCTION SHA__. BE THE SAME CHARACTER AS FOR SIMILAR CONDITIONS THAT ARE SHOWN OR CALLED -OR AND SHALL BE APPROVED BY THE DESIGNER. 7. THE DRAWINGS F.f FRESENT THE FINISHED STRUCTURE UNLESS OTHERWISE INDICATED THEY DO NOT INDIC,TE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE WORKMEN AND OTHER PERSONS DURING CONSTRUCfI;'N. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO: BRACING, SHORING FOR CON TRUCTION EQUIPMENT, SHORING FOR THE BUILDING, FORMS, AND SCAFFOLDING. 8. ALL SITE WORK JD GRADING SHALL BE DONE IN COMPLIANCE WITH THE DRAWINGS. WHERE SHOWN ON DRAWING >, ELEVATIONS, LOCATIONS OF STEPS 1N FOUNDATION, AND HEIGHTS OF FOUNDATION WALLS ,FALL BE VERIFIED TO SUIT ACTUAL PROPOSED AND EXISTING CONDITIONS.. 9. FINISH GRADE A. ') FINISH FLOOR ELEVATIONS TO BE PER SITE PLAN. 10. LOTS SHALL E... :-RADED TO DRAIN SURFACE WATER AWAY FROM FOUNDATION WALLS. THE GRADE SHALL i ",_L A MIN. OF 6" WITHIN THE FIRST 10' R401.3 EXCEPTION: WHERE LOT LINES, WALLS, 'LOPES OR OTHER PHYSICAL BARRIERS PROHIBIT 6" OF FALL IN 10', DRAINS OR SWALE_ `'HALL BE CONSTRUCTED TO ENSURE DRAINAGE AWAY FROM THE STRUCTURE. IMPER'.'CUS SURFACES WITHIN 10' OF THE BUILDING FOUNDATION SHALL BE SLOPED A MIN. OF 2 PERCENT AWAY FROM BUILDING. 11. DIMENSIONS NO ED CLEAR OR CLR ARE MINIMUM REQUIRED DIMENSIONS AND MUST BE ACCURATELY MAINTA r' _D. 12. ALL DIMENSIONS ',RE TO BE FACE OF STUD, FACE OF CONCRETE, OR FACE OF MASONRY, UNLESS OTHERWISE J DTED. 13. CONSTRUCTION Ci IAL L IN NO CASE DEVIATE FROM THE DESIGN SHOWN WITHOUT EXPRESS WRITTEN PERMISSION D' THE DESIGNER AND OR LOCAL BUILDING OFFICIAL. NOT('AiNG / BORING IN WOOD MEMBERS 1. BORED HOLES IN 3 =",RING WALL STUDS SHALL NOT EXCEED 40% OF THE STUD WIDTH HOLES IN NON BEAR'.;: WALL STUDS SHALL NOT EXCEED 60% OF THE STUD WIDTH. IN NO CASE SHALL THE EDGI- _,F A BORED HOLE BE NEARER THAN 5/8" TO THE EDGE OF A STUD HOLES SHALL NOT BL L'`CATED IN ANY STUD AT A SECTION AT A SECTION WITH A CUT OR A NOTCH 2. NOTCHES ON THE ;-,UDS OF JOISTS SHALL NOT EXCEED ONE FOURTH OF THE JOIST DEPTH HOLE DRILLED JOISTS SHALL NOT BE WITHIN 2" OF THE TOP OR THE BOTTOM OF THE JOIST. AND ' ! = DIAMETER OF ANY HOLE SHALL NOT EXCEED 1/3 THE DEPTH OF THE JOIST NOTCH'_:`., IN THE TOP OR BOTTOM OF THE JOIST SHALL NOT EXCEED 1/6 THE DEPTH AND SHAI.!-_ idOT BE LOCATED IN THE MIDDLE THIRD OF THE JOIST SPAN 3. NOTCHING IN EXTE < C R WALLS AND BEARING PARTITIONS SHALL NOT EXCEED 25% OF THE STUD WIDTH. CUTTINC ) NOTCHING OF STUDS IN NON BEARING PARTITIONS SHALL NOT EXCEED 40% OF THE `,TJD WIDTH. PLYWOOD NOTES 1. GENERAL PROVISIO: 13 A: IDENTIFICATION F EQUIREMENTS EACH PANEL .SHALL BE IDENTIFIED WITH THE APPROPRIATE TRADEMARK OF HE AMERICAN PLYWOOD ASSOC., AND SHALL MEET THE REQUIREMENTS OF THE LATEST DITION OF THE U.S. PRODUCT STANDARD PS -1 OR ONE OF APA'S PERFORMANCE 77f,NDARDS. B: PANEL THICKN[ S, GRADE AND GROUP NUMBER OR SPAN RATING SHALL BE AT LEAST EQUAL TO THA' SHOWN ON THE DRAWING. APPLICATIONS SHALL BE IN ACCORDANCE WITH RECOMME : )A,TIONS AO THE AMERICAN PLYWOOD ASSOC. C: NAILS AT PLY\, _ CD PANELS SHALL HAVE 3/8" EDGE DISTANCE AND NAIL HEADS SHALL NOT PEi TTATE THE FACE OF THE PLYWOOD D: PLYWOOD PANE'. S SHALL BUTT AT CENTERLINE OF SINGLE SUPPORTING MEMBER WITH EDGE NAIL I J" FROM EACH PANEL INTO THAT MEMBER. E: NO PIECE OF 'NOOD, FLOOR, OR WALL SHEATHING SHALL BE LESS THAN 3/8" I THICKNESS 2. ROOF SHEETING A. PANEL ROOF SI -TING SHALL HAVE 1/2" CDX OR 5/8" CDX APA SHEETING EXP (1) SEE PLANS. INS'.ALL WITH THE LONG DIMENSION OF THE PANEL ACROSS THE SUPPORTS EXC:_'-' WHERE NOTED AND WITH PANEL CONTINUOUS OVER TWO OR MORE SPANS ALLOW :'F" SPACING AT PANEL ENDS AND 1/4" SPACING AT PANEL EDGES NAIL WITH 8d i ; ILS @ 6"/12" O.C. 3. SUB FLOORING A. PANEL SUB FL- DRING SHALL BE 3/4" CDX APA RATED STURD-1 FLOOR EXP (1) UNLESS OTHER';.' SE NOTED ON THE PLANS. INSTALL WITH LONG DIMENSION OF THE PANEL ACROSS HE SUPPORTS, EXCEPT WHERE NOTED AND WITH PANEL CONTINUOUS OVER TWO OR '.ORE SPANS ALLOW 1/8" SPACING AT PANEL ENDS AND 1/8" SPACING AT PA?TEL EDGES GLUE AND NAIL ATOP FLOOR JOISTS WITH 10d RING SHANK NAILS C 6,10 O.C. GLUE SHALL MEET APA SPECIFICATION. 4. SHEARWALLS A. PANEL WALL SI; -STING SHALL BE 3/8" APA RATED SHEETING EXP (1) OR 5/8" T-111 PLYWOOD PANE.- `_'!DING (SEE PLANS) NAIL PER PLANS CONNECTION MUM" " I. Blocking between joists or rafters to top plate, toe nail 3-8d 2. ceiling joists to plate, toe nail 3-8d 3. Ceiling joists not attached to parallel rafter, laps over partitions, face nail 3-10d 4. Collar tie to rafter, face nail or 11/4"x20 ga. ridge strap 3-10d 5. Rafter or roof truss to late, toe nail x nails or - 0 common nails P 2 toe nails on I side and I toe nail on osite side of ea. truss or rafter b. Roof rafters to ridge, valley or hip rafters: toe nail face nail 4-I6d 3-Ibd 1. Built up studs -face nail IOd ® 24" oc. D. Abutting studs at intersecting wall corners, face nail Ibd @ 12" o.c. 9. Built up header, two pieces with 1/2" spacer Ibd ® Ib' o.c. along ea. edge 10. Continued header, two pieces Ibd ® Ib" o.c. along ea. edge ll. Continuous header to stud, toe nail 4-8d 2. Double studs, face nail 10d ® 24" o.c. 3. Double top plates, face nail IOd ® 24" oL. 14. Double top plates, min. 24 -inch offset of end joists, 8-Ibd face nail in I ed area 15. 5ole plate to joist or blocking, face nail I6d ® 16" oL. 16. 5ole plate to joist or blocking at braced wall panels 3-I6d ® 16' o.c. 11. stud to sole plate, toe nail 3-5d or 2-I6d I8. Top or sole plate to stud, end nail 2-Ibd 19. Top plates, laps at corners 4 intersections, face nail 2-10d 0. 1" brace to ea, stud and plate, face nail 2-Sd or 2 -staples 13/4" I. I"xb" sheathing to ea. bearing, face nail 2-Sd or 2 -staples 13/4" 2. I'x8' sheathing to ea. bearing, face nail 2-Sd or 3-5taples 13/4" 3. Wider than I'x8' sheathing to ea. bearing, face nail 3-Sd or 4 -staples 13/4' 4. Joist to sill or girder, toe nail 3-8d 5. Rim joist to top plate, toe nail (roof applications also) 8d ® 6" o.c. b. Rim joist or blocking to sill plate, toe nail 8d ® 6' o.c. 1. I'xb' subfloor or less to ea, joist, face nail 2-Sd or 2 staples 13/4' 8. 2" subfloor to joist or girder, blind and face nail 2-Ibd 9. 2' planks (plank and beam -floor 6 roof) 2-I6d ® ea. bearing 30. Bulli up girder and beams 1321 o.cl at for I botftom and staggered 2 nails at ends E at ea. splice I. Ledger strip supporting joists or rafters 3-I6d ® ea, joist or rafter Wood structural panels, subf loon, roof and interior wall sheathing to framing and particleboard wall sheathing to framing 2. 3/8'-1/2" bd common nail (subfloor, wall) ' V edges, 12"9 Intermediate supports 8d common nail (roof) ' 3. 19/32'-I" Sd common nail b"edges, 12"9 intermediate supports 34. I 1/8'-I 1/4' IOd common nail or b"edges, 12' Intermediate supports 8d deformed nail Other wall sheathing' 5. 1/2" structural cellulosic 11/2" ga1v. roofing nail, 1116' crown or 3"'edges, b' intermediate Fiberboard sheathing I' crown staple I6 ga.11/4' long supports°'° 25/32' structural cellulosic 13/4" gale, roofing nail, IAV crown or 3"edges, b" intermediate fiberboard sheathing I" crown staple 16 go. 11/2' long supports" 1. 1/2' gypsum sheath(ng ° 11/2' gale. roofing nail, staple ga1v. Vedges, T intermediate 11/2" long; 11/4' screws, T9po W or 5 wortsc'° 8. 5/8' gfsum sheathing d 13/4" gals. roofing nail, staple poly. Vedges,1' intermediate 15/8" long; 15/8" screws, Type h or 5 supports" Wood structural panels, combination sudloor under) ment to framing 3/4' and less bd deformed nail or 8d common nail V edges,12" intermediate supports 40. 1/8' 4 Sd deformed nail or 8d common nail b"edges, 12" intermediate supports I. 110-11/4' 8d deformed nail or 10d common nail b" edges, 12" intermediate supports All nails are smooth -common, box or deformed shanks except where otherwise stated. Nails used for froming and sheathing connections shall have min. average bending yield strengths as shown: 80 ksi for shank dia. of 0.192' (20d common nail), 90 ksi for shank dia. lager than 0.142' but not larger than 0.111', and 100 ksi for shank dia. of 0.142' or less. "staples are Ib ga. wire and have a min. l/Ib" on dia. crown width. Nails shall be spaced at not more than 6" on center at all supports where spans are 48" or greater. Four -foot by 8 -foot or 4 -foot by 9 -Foot panels shall be applied verticaliy. Spacing of fasteners not listed In this table shall be based on Table Rb02.3(2). For regions having basic wind speed of 110 mph or greater, 8d deformed (2 I/2'x0.120) nails shall be used for attaching plywood and wood structural panel roof sheathing to framing within min. 48" distance from gable end walls, if mean roof height Is more than 25', up to 35 max. e For regions having basic wind speed of 100 mph or less, nails for attaching wood structural panel roof sheathing to gable end wall Framing shall be spaced 6' o.c. Wien basic wind speed is greater than 100 mph, nails for attaching panel roof sheathing to Intermediate supports shall be spaced b o.c. for min. 48"distance from ridges, eaves and gable end walls; and 4 o.c. to able end wall framing. " um sheathing shall conform to A5TM G 1396 and s11a11 be install2n accordance with 6A 253. Fiberboard sheathing shall conform to TM G 208. 'spacing of fasteners on floor sheathing panel edges applies to panel edges supported by framing members and rewired blocking and d all floor perimeters only. spacing of fasteners on roof sheathing panel edges applies to panel edges supported by framing members and required blocking. Blocking of roof or floor sheathing panel edges pe endicular to the framing members need not J Owe a rafter is fastened to on adjacent parallel ceilingg lloplst in accordance with this schedule provide two toe nails on one side of the rafter and toe nails from the ceiling joist to top piate in accordance with this schedule. The toe nail on the opposite side of the rafter shall not be required. BUTTE COUNTY JUL 2 6 2016 DEVELOPMENT SERVICES R)6 -13r 1 COMBUSTION AIR VENTS 1. APPLIANCES LOCATED WITHIN CONFINED SPACES: THE CONFINED SPACE SHALL BE PROVIDED WITH OPENINGS WITH A FREE AREA OF AT LEAST 1 SQUARE INCH PER FOOT 1000 BTU/H OF THE TOTAL INPUT RATING OF ALL THE APPLIANCES WITHIN THE ENCLOSURES, FREELY COMMUNICATING WITH AREAS WHICH HAVE ADEQUATE INFILTRATION FROM THE OUTSIDE APPROXIMATELY ONE HALF OF THE REQUIRED COMBUSTION AIR OPENING SHALL BE LOCATED WITHIN THE UPPER 12" OF THE ENCLOSURES. THE MINIMUM FREE AREA OF BOTH THE UPPER AND LOWER COMBUSTION AIR OPENINGS SHALL BE NOT LESS THAN 100 SQUARE INCHES EACH REINFORCING STEEL 1. REINFORCING STEEL TO CONFORM TO ASTM A615 AND BE INTERMEDIATE GRADE DEFORMED BARS- TYPE N GRADE 40 2. WELDED STEEL WIRE MESH SHALL BE 6"x6" W1.4xW 1.4 WWM AND SHALL CONFORM TO THE REQUIREMENTS OF ASTM A185 3. UNLESS NOTED REINFORCEMENT BARS TO BE LAPPED MINIMUM 40 BAR DIAMETERS 4. BENDS IN REINFORCEMENT SHALL BE IN ACCORDANCE WITH ACI 318-2010 5. ALL DIMENSIONS SHOWN FOR LOCATIONS OF REINFORCING STEEL ARE TO FACE OF BAR AND DENOTE CLEAR COVERAGE. UNLESS SPECIFICALLY NOTED OTHERWISE CONCRETE SHALL BE 3" WHERE CONCRETE IS PLACED DIRECTLY AGAINST EARTH AND 2" WHERE CONCRETE IS EXPOSED TO EARTH BUT IS AGAINST FORMS SLABS ON GRADE SHALL HAVE REINFORCING AT MID DEPTH U.O.N. 6. SPLICES IN CONTINUOU'S REINFORCING SHALL HAVE A LAP OF 40 BAR DIAMETERS MINIMUM IN CONCRETE CONSTRUCTION EXCEPT WHERE SHOWN OTHERWISE. HORIZONTAL LAPS IN ADJACENT BARS SHALL BE STAGGERED 5'-0" MINIMUM. VERTICAL BARS SHALL BE ONE PIECE STAGGERED ROUGH CARPENTRY 1. IN ADDITION TO FRAMING OPERATIONS NORMAL TO THE FABRICATION AND ERECTION INDICATED ON THE DRAWINGS INSTALL WOOD BLOCKING AND BACKING REQUIRED FOR THE WORK OF OTHER TRADES 2. INSTALL BLOCKING AS REQUIRED TO SUPPORT FINISH HARDWARE SUCH AS TOWEL BARS MEDICINE CABINETS LIGHTS ETC. INSTALL FIRE STOPPING TO CUT OFF ALL CONCEALED DRAFT OPENINGS (BOTH VERTICAL AND HORIZONTAL) AND TO FORM AN EFFECTIVE BARRIER BETWEEN STORIES AND BETWEEN TOP STORY AND ROOF SPACE. IT SHALL BE USED IN SPECIFIC LOCATIONS AS FOLLOWS. * IN INTERIOR OR EXTERIOR STUD WALLS AT CEILING AND FLOOR LEVELS * IN ALL STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES SO PLACED THAT THE MAXIMUM DISTANCE OF ANY CONCEALED SPACE IS NOT OVER 10'-0" * AROUND TOP AND BOTTOM SIDES AND ENDS OF SLIDING DOOR POCKETS * IN SPACES BETWEEN CHIMNEYS AND WOOD FRAMING, LOOSE NON COMBUSTIBLE SUPPORTS OR A METAL COLLAR TIGHTLY FITTED TO THE CHIMNEY AND NAILED TO THE WOOD FRAMING SHALL BE USED * ANY OTHER LOCATIONS NOT SPECIFICALLY MENTIONED ABOVE SUCH AS HOLES FOR PIPES SHAFTING BEHIND FURRING STRIPS AND SIMILAR PLACES WHICH COULD AFFORD A PASSAGE FOR FLAMES 3. STRUCTURAL FRAMING SHALL BE OF THE GRADES AND SPECIES INDICATED OR BETTER (WWPA GRADING RULES) SEE PLANS FOR MORE SPECIFIC INFORMATION: A 2x JOIST AMD RAFTERS DF NO 2 B POSTS IN WALL FRAMING MATCH WALL FRAMING C 4X HEADERS DF NO 2 D 6X HEADERS DF NO 1 E STUDS AND SILL PLATES SEE PLANS F BLOCKING AND FURRING HF STD AND BTR G SILLS ON CONCRETE PTDF H MISC. FRAMING NOT NOTED DF NO 2 4. WOOD SILLS FOR BEARING AND SHEATHED WALLS BEARING ON MASONRY OR CONCRETE SHALL BE BOLTED WITH 5/8" DIA ANCHOR BOLT WITH 7" EMBED. BOLTS AT 6'-0" O.C. MAXIMUM SPACING AND WITHIN 12" OF EACH END OF EACH PIECE. EACH SILL SHALL RECEIVE AT LEAST TWO BOLTS THIS INFORMATION WILL GOVERN UNLESS MORE STRINGENT CRITERIA IS INDICATED ON PLANS. 5. BOLT HOLES IN WOOD OR STEEL SHALL BE 1/16" LARGER THAN BOLTS 6. ALL NUTS SHALL BE TIGHTENED WHEN PLACED AND RETIGHTENED PRIOR TO APPLICATION OF FINISH OR AT COMPLETION OF JOB. 7. 3x3xO.229" WASHERS SHALL BE PROVIDED UNDER THE HEADS AND NUTS OF ALL BOLTS BEARING ON WOOD 8. FRAMING HARDWARE SHALL BE SIMPSON STRONG TIE OR APPROVED EQUAL WITH CONNECTORS AS SPECIFIED IN CATALOG NO.C-2013-14 INSTALL CONNECTORS WITH NAILS AND OR BOLTS AS INDICATED IN THE CATALOG 9. WALL TOP PLATES SHALL HAVE JOINTS AT A STUD CENTERLINE. END JOINTS IN DOUBLE TOP PLATES SHALL BE OFFSET NO LESS THAN 48".. NAILS FOR STRUCTURAL CONNECTIONS SHALL BE GALVANIZED SINKERS U.O.N. 11. NAIL HOLES SHALL HAVE A PILOT HOLE WHERE NECESSARY TO PREVENT SPLITTING OF WOOD 12. CRIPPLE WALLS WHICH HAVE STUD LENGTHS OF LESS THAN 14" SHALL BE FRAMED WITH SOLID BLOCKING OR BRACED WITH 3/8" PLYWOOD SHEETING NAILED TO THE TOP PLATE STUDS AND SILL 13. ALL OPENINGS IN EXTERIOR WALLS AND INTERIOR BEARING PARTITIONS EXCEEDING 8'-0" SHALL HAVE DOUBLE TRIMMERS. 14. INTERIOR NON BEARING WALLS ON SLABS SHALL BE ATTACHED WITH APPROVED POWDER DRIVEN FASTENERS THROUGH THE SILL PLATE ® 32" O.C. 15. MINIMUM CLEARANCE BETWEEN BOTTOM OF FLOOR JOISTS AND EARTH SHALL BE 18" MIN. CLEARANCES BETWEEN BOTTOM OF GIRDERS AND EARTH IS MIN OF 12" 16. ALL FOUNDATION PLATES SILLS AND SLEEPERS ON CONCRETE OR MASONRY WHICH IS A DIRECT CONTACT WITH EARTH AND SILLS THAT REST DIRECTLY ON CONCRETE AND MASONRY FOUNDATIONS SHALL BE TREATED WOOD OF FOUNDATION GRADE REDWOOD MARKED OR BRANDED BY THE PROPER AGENCY. NOTE THAT THE USE OF FG REDWOOD MAY BE PROHIBITED IN CERTAIN ENGINEERED CONSTRUCTION. 17. FOR RAISED WOOD FLOORS PROVIDE AT LEAST ONE FOUNDATION ACCESS AT LEAST 20' OF PLUMBING CLEANOUT. ACCESS OPENING SHALL NOT BE LESS THAN 24"x18" IN SIZE CALGREEN REQUIREMENTS NOTE: AT THE TIME OF FINAL INSPECTION, A MANUAL, COMPACT DISK, WEB BASED REFERENCE OR OTHER APPROVED REFERENCE DOCUMENTATION SHALL BE PLACED IN THE BUILDING IN ACCORDANCE WITH THE 2013 CALIF. GREEN BUILDING STANDARDS CODE (CGBSC) SEC. 4.410 AND CONTAIN THE FOLLOWING: -A STATEMENT THAT THE MANUAL SHALL REMAIN IN THE BUILDING FOR THE ENTIRE LIFE -CYCLE OF THE STRUCTURE -OPERATION AND MAINTAINENCE INSTRUCTIONS FOR EQUIPMENT, APPLIANCES, HVAC SYSTEMS, ROOF/ YARD DRAINAGE, IRRIGATION SYSTEMS, ETC. -INFORMATION FROM LOCAL UTILITIES ABOUT RECYCLING PROGRAMS AND LOCATIONS -PUBLIC TRANSPORTATION AND CARPOOL OPTIONS IN THE AREA -EDUCATION MATERIAL ON THE POSITIVE IMPACTS OF AN INTERIOR RELATIVE HUMIDITY BETWEEN 30-60% AND HOW TO MAINTAIN THESE LEVELS OF HUMIDITY -INFORMATION ABOUT WATER CONSERVING LANDSCAPE/IRRIGATION DESIGN AND CONTROLLERS -INFORMATION ABOUT REQUIRED ROUTINE MAINTAINENCE MEASURES INCLUDING CAULKING, PAINTING, GRADING, ETC. -INFORMATION ABOUT STATE SOLAR ENERGY AND INCENTIVE PROGRAMS AVAILABLE -A COPY OF ALL SPECIAL INSPECTION VERIFICATIONS REQUIRED BY THE ENFORCING AGENCY PERMIT # 01 V 1'35/ BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR jCODE COMPLIANCE DATE_1� - - - -- BY SCOPE OF WORK: AZ CONSTRUCT NEW 1 STORY WOOD FRAMED ADDITION(798 SQ. FT.) TO 1241 SQ. FT. EXISTING RESIDENCE CIRCA 1999 W/512 SQ. FT. GARAGE WITH A COVERED CONC. FRONT DECK(20 SQ. FT.) A COV. REAR DECK (21 SQ. FT.), A REMODELED KITCHEN, REMODELED MASTER BATH AND ADDING A THIRD BATH WITHIN THE EXISTING FOOTPRINT ALL WORK ON THIS PROJECT SHALL CONFORM TO THE ADOPTED EDITIONS OF THE 2013 CBC, 2013 CRC 2013 CMC 2013 CPC , THE 2013 CALIF. ELECT. CODE 2013 CALIF. ENERGY STANDARDS & 2013 GREEN BUILDING STANDARDS CODE OCCUPANCY IS RESIDENTIAL TYPE OF CONSTRUCTION IS WOOD FRAME CALGREEN REQUIREMENTS -COVERING OF DUCT OPENINGS AND PROTECTION OF MECHANICAL EQUIPMENT RZECEIVEO DURING CONSTRUCTION. AT THE TIME OF ROUGH INSTALLATION, DURING STORAGE JUL 2 8 2016 ON THE CONSTRUCTION SITE, AND UNTIL FINAL STARTUP OF THE HEATING, COOLING, AND VENTILATING EQUIPMENT, ALL DUCT AND OTHER RELATED AIR DISTRIBUTION COMPONENT OPENINGS SHAL BE COVERED WITH TAPE, PLASTIC, SHEETMETAL OR TRB AND ASSOCIATES OTHER METHODS ACCEPTABLE TO THE ENFORCING AGENCY TO REDUCE THE AMOUNT OF WATER, DUST AND DEBRIS, WHICH MAY ENTER THE SYSTEM(CGBSC 4.504.1) -FINISH MATERIAL POLLUTANT CONTROL. FINISH MATERIALS SHALL COMPLY WITH THIS SECTION(CGBSC 4.504.2) -ADHESIVES, SEALANTS 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 APPICABLE. SUCH PRODUCTS ALSO SHALL COMPLY WITH RULE 1168 PROHIBITION ON THE USE OF CERTAIN TOXIC COMPOUNDS (CHLOROFORM, ETHYLENE DICHLORIDE, METHYLENE CHLORIDE, PERCHLOROETHYLENE AND TRICHLOROETHYLENE), EXCEPT FOR AEROSOL PRODUCTS, AS SPECIFIED IN SUBSECTION 2 BELOW. 2. AEROSOL ADHESIVES, AND SMALLER UNIT SIZES OF ADHESIVES, AND SEALANT OR CAULKING COMPOUNDS (IN UNITS OF PRODUCT LESS PACKAGING, WHICH DO NOT WEIGH MORE THAN 1 POUND AND DO NOT CONSIST OF MORE THAN 16 FLUID OUNCES) SHALL COMPLY WITH STATEWIDE VOC STANDARDS AND OTHER REQUIREMENTS, INCLUDING PROHIBITIONS ON USE OF CERTAIN TOXIC COMPOUNDS, OF CALIF. CODE OF REGULATIONS, TITLE 17, COMENCING WITH SECTION 94507. -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 CLASSSFYING THE COATINGS AS 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 CALIF. AIR RESOURCES BOARD, SUGGESTED CONTROL MEASURE, AND THE CORRESPONDING FLAT, NONFLAT, OR NONFLAT-HIGH GLOSS VOC LIMIT IN TABLE 4.504.3 SHALL APPLY. -AEROSOL PAINTS AND COATINGS SHALL MEET THE PRODUCT -WEIGHTED MIR LIMITS FOR ROC IN SECTION 94522(a)(3) AND OTHER REQUIREMENTS INCLUDING PROHIBITIONS ON USE OF CERTAIN TOXIC COMPOUNDS AND OZONE DEPLETING SUBTANCES, IN SECTIONS 9522(c)(2) AND (d)(2) OF CALIF. 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 REG. 8, RULE 49. -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. MANUFACTURERE'S PRODUCT SPECIFICATION, 2. FIELD VERIFICATION OF ON SITE PRODUCT CONTAINERS. -ALL CRPET INSTALLED IN THE BUILDING INTEROR SHALL MEET THE TESTING AND PRODUCT REQUIREMENTS OF ONE OF THE FOLLOWING: 1. CARPET AND RUG INSTITUTE'S GREEN LABEL PLUS PROGRAM, 2. CALIF. DEPT. OF PUBLIC HEALTH, "STANDARD METHOD FOR THE TESTING & EVALUATION OF VOLATILE ORGANIC CHEMICAL EMISSINS 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 ADVANTAGE GOLD. -ALL CARPET CUSHION INSTALLED IN THE BUILDING INTEROR SHALL MEET THE REQUIREMENTS OF CARPET & RUG INSTITUTE'S GREEN LABEL PROGRAM. -ALL CARPET ADHESIVE SHALL MEET THE REQUIREMENTS OF TABLE 4.504.1 -WHERE RESILIENT FLOORING IS INSTALLED, AT LEAST 80% OF FLOOR AREA RECEIVING RESILIENT FLOORING SHALL COMPLY WITH ONE OR MORE OF THE FOLLOWING: 1. VOC LIMITS DEFINED IN THE COLLABORATIVE FOR HIGH PERFORMANCE SCHOOLS(CHPS) HIGH PERFORMANCE PRODUCTS DATABASE, 2. PRODUCTS COMPIANT WITH CHIPS CRITERIA CERTIFIED UNDER THE GREENGAURD CHILDREN AND SCHOOLS PROGRAM. 3. CERTIFICATION UNDER THE RESILIANT FLOOR COVERING INSTITUTE(RFCI) FLOOR SCORE PROGRAM. 4. MEET THE CALIF. DEPT. 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 10350). -HARDWOOD PLYWOOD, PARTICLEBOARD AND MEDIUM DENSITY FIBERBOARD COMPOSITE WOOD PRODUCTS USED ON THE INTERIOR OR EXTERIOR OF THE BUILDING 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 -VCERIFICATION OF COMPLIANCE WITH THIS SECTION SHALL BE PROVIDED AS REQUESTED BY THE ENFORCING AGENCY. DOCUMENTATION SHALL INCLUDE ONE OF THE WAYS OUTLINED IN SECTION(CGBSC 4.504.5.1). -CONCRETE SLAB FOUNDATIONS REQUIRED TO HAVE A VAPOR RETARDER BY THE CALIF. BUILDING CODE, CHAPTER 19 OR CONCRETE SLAB ON GROUND FLOORS REQUIRED TO HAVE A VAPOR RETARDER BY THE CALIF. RESIDENTIAL CODE, CHAPTER 5, SHALL ALSO COMPLY. WITH THIS SECTION(CGBSC 4.505.2). -A CAPILLARY BREAK SHALL BE INSTALLED IN COMPLIANCE WITH AT LEAST ONE OF THE FOLLOWING: 1. A 4" THICK(101.6mm) BASE OF 1/2" (12.7mm) OR LARGER CLEAN AGGREGATE SHALL BE PROVIDED WITH A VAPOR RETARDER IN DIRECT CONTACT WITH CONCRETE AND A CONCRETE MIX DESIGN, WHICH WILL ADDRESS BLEEDING, SHRINKAGE, AND CURLING SHALL BE USED. FOR ADDITIONAL INFO. 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. -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% MOISTURE CONTENT. MOISTURE CONTENT SHALL BE VERIFIED IN COMPLIANCE WITH THE ONE OF THE METHODS OUTLINED IN SECTION(CGBSC 4.505.3). -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 OF < 50% TO A MAX. 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. SECTION(CGBSC 4.506.1). -WHOLE HOUSE EXHAUST FANS SHALL HAVE INSULATED COVERS OR LOUVERS WHICH CLOSE WHEN THE FAN IS OFF. THE COVERS OR LOUVERS SHALL HAVE MIN. R4.2 INSULATION. SECTION(CGBSC 4.50701). -HEATING AND AIR CONDITIONING SYSTEMS SHALL BE SIZED, DESIGNED AND HAVE THEIR EQUIPMENT SELECTED USING THE FOLLOWING METHODS: 1. THE HEAT LOSS AND HEAT GAIN IS ESTABLISHED ACCORDING TO ANSI/ACCA 2 MANUAL J--2004(RESIDENTIAL LOAD CALCULATION), ASHRAE HANDBOOKS OR OTHER EQUIVALENT DESIGN SOFTWARE OR METHODS. 2. DICT SYSTEMS ARE SIZED ACCORDING TO ANSI/ACCA 1 MANUAL D -2009 (RESIDENTIAL DUCT SYSTEMS), ASHRAE HANDBOOKS OR OTHER EQUIVALENT DESIGN SOFTWARE OR METHODS. 3. SELECT HEATING AND COOLING EQUIPMENT ACCORDING TO ANSI/ACCA 3 MANUAL S--2004(RESIDENTIAL EQUIPMENT SELECTION) OR OTHER EQUIVALENT DESIGN SOFTWARE OR METHODS. SECTION CGBSC 4.507.2. -ENERGY EFFICIENTCY TO COMPLY WITH THE CURRENT TITLE 24 REQUIREMENTS. SECTION CGBSC 4.201.1 -WATER CONSERVING PLUMBING FIXTURES AND FITTINGS: SECTION CGBSC 4.303.1 WATER CLOSETS: S 1.28 GAL/FLUSH URINALS: S 0.5 GAL/FLUSH SINGLE SHOWER HEADS: < 2.0 GPM ® 80 PSI MULTIPLE SHOWER HEADS: COMBINED FLOW RATE OF ALL SHOWERHEADS AND/OR OTHER SHOWER OUTLETS CONTROLLED BY A SINGLE VALVE SHALL NOT EXCEED 2.0 GPM O 80 PSI OR ONLY ONE SHOWER OUTLET IS TO BE IN OPERATION AT A TIME RESIDENTIAL LAVATORY FAUCETS: < 1.5 GPM O 60 PSI LAVATORY FAUCETS IN COMMON AND PUBLIC USE AREAS OF RESIDENTIAL BUILDINGS: S 0.5 GPM © 60 PSI METERING FAUCETS: < 0.25 GALLONS PER CYCLE KITCHEN FAUCETS: < 1.8 GPM @ 60 PSI; TEMPORARY INCREASE TO 2.2 GPM ALLOWED BUT SHALL DEFAULT TO 1.8 GPM -IRRIGATION WATER USE SHALL HAVE WEATHER BASED CONTROLLERS SECTION CGBSC 4.304.1 -50% OF CONSTRUCTION WASTE SHALL BE RECYCLED SECTION CGBSC 4.408.3 MINIMUM EROSION AND SEDIMENT CONTROLS FOR PROJECTS DISTURBING LESS THAN ONE ACRE The BMP's (Best Management Practices) listed below must be in place during the rainy season (October 15 through April 15) and may be required at other times based on weather and site conditions throughout the year. The BMP's listed are minimum requirements and additional BMP's could be required based on site conditions. • Stabilized entry: Provide minimum 3" to 6" fractured rock 50' long x 15' wide by 6" deep over construction grade fabric. • All soils tracked onto paved roadways must be cleaned up on a daily basis. When streets are wet or during a rain event there shall be no tracking of soils onto the street. • Wattles installed properly behind curb or sidewalks. • Rock bags (minimum 2 per side) at all drain inlet locations within 150' of the project site. • Internal filters placed inside each drain inlet. • Trash bars across the back of all drain inlets. • Stabilize all disturbed soils in the front yard areas within 15' of the back of curb or sidewalk. (Straw or erosion blankets may be used for this application) • Stabilize all slopes where erosion could occur and cause silt run off. (Straw, visqueen or erosion blankets may be used for this application) • All paint, fuel, construction products etc. shall be stored in a covered location away from sidewalks and storm drain inlets. • Portable chemical toilets if provided on the site must be kept off of streets and sidewalks and at least 50' from the nearest storm drain inlet. • All trash must be collected and stored properly. Do not let items such as drywall mud boxes, paint buckets, cleaning material containers etc. come in contact with any rainfall or storm water runoff. • Provide a designated area for concrete washout. Hay bales lined with visqueen may be used for this application. Rollaway bins may also be used. All concrete washout systems shall be placed off of the paved streets. • After installation of the above items is complete a maintenance program needs to be developed to insure the continued effectiveness of your BMP's. R-3 OCCUPANCY U OCCUPANCY V -B CONSTRUCTION REVIEWED FOR CODE COMPLIANCE AUG 0 1 2016 TRB AND ASSOCIATES FIS CG Ln C-) N t\ O W M Z I I p rn N L 00 J 00 LT L,J O O � M M Ln U-) I-' 1__� ELECTRICAL 1. CONSULT LOCA. UTILITY COMPANY BEFORE INSTALLING MAIN ELECTRICAL PANEL. VERIFY DATE SIZE AND LOCATIC, CF PANEL PRIOR TO STARTING CONSTRUCTION. J 2. SMOKE DETECTCf'S SHALL BE 110 V AND INTER CONNECTED. LOCATE AT LEAST ONE SMOKE DETECTOR :1 EACH FLOOR. PROVIDE A DETECTOR IN EACH SLEEPING ROOM 1. EXIS7-1 - -F SIR AND AT AREAS ADJACENT TO HALLS THAT HAVE A CEILING INCREASE HALLWAY TOP OF : ; 2. PROP, OF 24" OR MORE. )'!.OKE ALARM MUST BE AUDIBLE IN ALL SLEEPING ROOMS. PROVIDE 3. FOUNC BATTERY BACK OF 'ER CBC 907.2.10.1.2 _ CONCRETE NOTES 4. R00At:"TVG 1. ALL CONCRETE :HALL BE 5 SACK TRANSIT MIX WITH A MINIMUM COMPRESSIVE STRENGTH CRO_-': AT 28 DAYS OF 30 )0 PSI AND A MAXIMUM SLUMP OF 4" 5. EXT_ 2. CONSTRUCTION .' 1NTS SHALL BE PREPARED TO EXPOSE CLEAN SOLIDLY EMBEDDED CDC AGGREGATE OVER 'ill ENTIRE JOINT INTERFACE. 7. SITE 3. PLACEMENT OF i I'_'ES CONDUITS OR OTHER EMBEDDED ITEMS IN THE CONCRETE SHALL BE IN ACCORDANC:= `KITH THESE DRAWINGS. J 4. CONTRACTION J N S IN SLABS SHALL BE SO PLACED THAT THE MAXIMUM DIMENSION AND AREA OF AN', CTION DO NOT EXCEED 30 FEET AND 600 SQUARE FEET Cs�l 4. STRUCTURAL ST-_-__ SHAPES TUBES AND PIPES EMBEDDED IN CONCRETE SHALL HAVE A UNIIMUM OF 3" C: .:RETE COVER ATTIC VENTILATION 1. THE NET FREE `. F ^:' ILATING AREA SHALL BE 1/300 OF THE AREA OF THE VENTILATED SPACE PROVIDED A.', LEAST 50% OF THE REQUIRED VENT AREA IS PROVIDED BY ROOF VENTS LOCATED AT ! E %ST 3' ABOVE THE EAVE VENTS WITH THE BALANCE OF THE REQUIRED . _ VENTILATION PROVIL.-D BY THE EAVE VENTS. WITH THIS CALCULATION INCLUDE THE REQUIRED VAPOR RETARDER LL HAVING A TRANSMI`_ _ C;,,! RATE OF NOT EXCEEDING 1 -PERM IN ACCORDANCE WITH ASTM E 2010. GLAZING NOTES 1. WHERE WINDO'.' S . , ;E PROVIDED AS A MEANS OF EGRESS OR RESCUE THEY SHALL HAVE. i * THE BOTTOM OF FE CLEAR OPENING NOT GREATER THAN 44" MEASURED FROM THE FLOOR 2013 CRC R31C I * A MINIMUM NET : LEAR OPENING OF 5.7 SQUARE FEET * THE MINIMUM NF' CLEAR OPENING HEIGHT DIMENSIONS SHALL BE 24". THE MINIMUM NET CLEAR OPE NG WIDTH DIMENSIONS SHALL BE 20" 2. SAFETY GLAZING : ALL BE PROVIDED IN AREAS SUBJECT TO HUMAN IMPACT. SUCH LOCATIONS ARE. l� GLASS SLIDING [,(_'_DRS AND FRENCH DOORS W i i GLAZING LOCA ) "'ITHIN 24" OF DOORS (24" ARC) O GLAZING LCCA, ) 'NITHIN 18" OF FINISHED FLOOR OR WALKING SURFACE WITHIN 36" i OF SUCH SUR Ci_ C: I WARDDROBE D FS - * SHOWER AND ':,T;TUB DOOR AND ENCLOSURES > * WINDONS WITH:: ATH AND SHOWER AREAS CONNECTION MUM" " I. Blocking between joists or rafters to top plate, toe nail 3-8d 2. ceiling joists to plate, toe nail 3-8d 3. Ceiling joists not attached to parallel rafter, laps over partitions, face nail 3-10d 4. Collar tie to rafter, face nail or 11/4"x20 ga. ridge strap 3-10d 5. Rafter or roof truss to late, toe nail x nails or - 0 common nails P 2 toe nails on I side and I toe nail on osite side of ea. truss or rafter b. Roof rafters to ridge, valley or hip rafters: toe nail face nail 4-I6d 3-Ibd 1. Built up studs -face nail IOd ® 24" oc. D. Abutting studs at intersecting wall corners, face nail Ibd @ 12" o.c. 9. Built up header, two pieces with 1/2" spacer Ibd ® Ib' o.c. along ea. edge 10. Continued header, two pieces Ibd ® Ib" o.c. along ea. edge ll. Continuous header to stud, toe nail 4-8d 2. Double studs, face nail 10d ® 24" o.c. 3. Double top plates, face nail IOd ® 24" oL. 14. Double top plates, min. 24 -inch offset of end joists, 8-Ibd face nail in I ed area 15. 5ole plate to joist or blocking, face nail I6d ® 16" oL. 16. 5ole plate to joist or blocking at braced wall panels 3-I6d ® 16' o.c. 11. stud to sole plate, toe nail 3-5d or 2-I6d I8. Top or sole plate to stud, end nail 2-Ibd 19. Top plates, laps at corners 4 intersections, face nail 2-10d 0. 1" brace to ea, stud and plate, face nail 2-Sd or 2 -staples 13/4" I. I"xb" sheathing to ea. bearing, face nail 2-Sd or 2 -staples 13/4" 2. I'x8' sheathing to ea. bearing, face nail 2-Sd or 3-5taples 13/4" 3. Wider than I'x8' sheathing to ea. bearing, face nail 3-Sd or 4 -staples 13/4' 4. Joist to sill or girder, toe nail 3-8d 5. Rim joist to top plate, toe nail (roof applications also) 8d ® 6" o.c. b. Rim joist or blocking to sill plate, toe nail 8d ® 6' o.c. 1. I'xb' subfloor or less to ea, joist, face nail 2-Sd or 2 staples 13/4' 8. 2" subfloor to joist or girder, blind and face nail 2-Ibd 9. 2' planks (plank and beam -floor 6 roof) 2-I6d ® ea. bearing 30. Bulli up girder and beams 1321 o.cl at for I botftom and staggered 2 nails at ends E at ea. splice I. Ledger strip supporting joists or rafters 3-I6d ® ea, joist or rafter Wood structural panels, subf loon, roof and interior wall sheathing to framing and particleboard wall sheathing to framing 2. 3/8'-1/2" bd common nail (subfloor, wall) ' V edges, 12"9 Intermediate supports 8d common nail (roof) ' 3. 19/32'-I" Sd common nail b"edges, 12"9 intermediate supports 34. I 1/8'-I 1/4' IOd common nail or b"edges, 12' Intermediate supports 8d deformed nail Other wall sheathing' 5. 1/2" structural cellulosic 11/2" ga1v. roofing nail, 1116' crown or 3"'edges, b' intermediate Fiberboard sheathing I' crown staple I6 ga.11/4' long supports°'° 25/32' structural cellulosic 13/4" gale, roofing nail, IAV crown or 3"edges, b" intermediate fiberboard sheathing I" crown staple 16 go. 11/2' long supports" 1. 1/2' gypsum sheath(ng ° 11/2' gale. roofing nail, staple ga1v. Vedges, T intermediate 11/2" long; 11/4' screws, T9po W or 5 wortsc'° 8. 5/8' gfsum sheathing d 13/4" gals. roofing nail, staple poly. Vedges,1' intermediate 15/8" long; 15/8" screws, Type h or 5 supports" Wood structural panels, combination sudloor under) ment to framing 3/4' and less bd deformed nail or 8d common nail V edges,12" intermediate supports 40. 1/8' 4 Sd deformed nail or 8d common nail b"edges, 12" intermediate supports I. 110-11/4' 8d deformed nail or 10d common nail b" edges, 12" intermediate supports All nails are smooth -common, box or deformed shanks except where otherwise stated. Nails used for froming and sheathing connections shall have min. average bending yield strengths as shown: 80 ksi for shank dia. of 0.192' (20d common nail), 90 ksi for shank dia. lager than 0.142' but not larger than 0.111', and 100 ksi for shank dia. of 0.142' or less. "staples are Ib ga. wire and have a min. l/Ib" on dia. crown width. Nails shall be spaced at not more than 6" on center at all supports where spans are 48" or greater. Four -foot by 8 -foot or 4 -foot by 9 -Foot panels shall be applied verticaliy. Spacing of fasteners not listed In this table shall be based on Table Rb02.3(2). For regions having basic wind speed of 110 mph or greater, 8d deformed (2 I/2'x0.120) nails shall be used for attaching plywood and wood structural panel roof sheathing to framing within min. 48" distance from gable end walls, if mean roof height Is more than 25', up to 35 max. e For regions having basic wind speed of 100 mph or less, nails for attaching wood structural panel roof sheathing to gable end wall Framing shall be spaced 6' o.c. Wien basic wind speed is greater than 100 mph, nails for attaching panel roof sheathing to Intermediate supports shall be spaced b o.c. for min. 48"distance from ridges, eaves and gable end walls; and 4 o.c. to able end wall framing. " um sheathing shall conform to A5TM G 1396 and s11a11 be install2n accordance with 6A 253. Fiberboard sheathing shall conform to TM G 208. 'spacing of fasteners on floor sheathing panel edges applies to panel edges supported by framing members and rewired blocking and d all floor perimeters only. spacing of fasteners on roof sheathing panel edges applies to panel edges supported by framing members and required blocking. Blocking of roof or floor sheathing panel edges pe endicular to the framing members need not J Owe a rafter is fastened to on adjacent parallel ceilingg lloplst in accordance with this schedule provide two toe nails on one side of the rafter and toe nails from the ceiling joist to top piate in accordance with this schedule. The toe nail on the opposite side of the rafter shall not be required. BUTTE COUNTY JUL 2 6 2016 DEVELOPMENT SERVICES R)6 -13r 1 COMBUSTION AIR VENTS 1. APPLIANCES LOCATED WITHIN CONFINED SPACES: THE CONFINED SPACE SHALL BE PROVIDED WITH OPENINGS WITH A FREE AREA OF AT LEAST 1 SQUARE INCH PER FOOT 1000 BTU/H OF THE TOTAL INPUT RATING OF ALL THE APPLIANCES WITHIN THE ENCLOSURES, FREELY COMMUNICATING WITH AREAS WHICH HAVE ADEQUATE INFILTRATION FROM THE OUTSIDE APPROXIMATELY ONE HALF OF THE REQUIRED COMBUSTION AIR OPENING SHALL BE LOCATED WITHIN THE UPPER 12" OF THE ENCLOSURES. THE MINIMUM FREE AREA OF BOTH THE UPPER AND LOWER COMBUSTION AIR OPENINGS SHALL BE NOT LESS THAN 100 SQUARE INCHES EACH REINFORCING STEEL 1. REINFORCING STEEL TO CONFORM TO ASTM A615 AND BE INTERMEDIATE GRADE DEFORMED BARS- TYPE N GRADE 40 2. WELDED STEEL WIRE MESH SHALL BE 6"x6" W1.4xW 1.4 WWM AND SHALL CONFORM TO THE REQUIREMENTS OF ASTM A185 3. UNLESS NOTED REINFORCEMENT BARS TO BE LAPPED MINIMUM 40 BAR DIAMETERS 4. BENDS IN REINFORCEMENT SHALL BE IN ACCORDANCE WITH ACI 318-2010 5. ALL DIMENSIONS SHOWN FOR LOCATIONS OF REINFORCING STEEL ARE TO FACE OF BAR AND DENOTE CLEAR COVERAGE. UNLESS SPECIFICALLY NOTED OTHERWISE CONCRETE SHALL BE 3" WHERE CONCRETE IS PLACED DIRECTLY AGAINST EARTH AND 2" WHERE CONCRETE IS EXPOSED TO EARTH BUT IS AGAINST FORMS SLABS ON GRADE SHALL HAVE REINFORCING AT MID DEPTH U.O.N. 6. SPLICES IN CONTINUOU'S REINFORCING SHALL HAVE A LAP OF 40 BAR DIAMETERS MINIMUM IN CONCRETE CONSTRUCTION EXCEPT WHERE SHOWN OTHERWISE. HORIZONTAL LAPS IN ADJACENT BARS SHALL BE STAGGERED 5'-0" MINIMUM. VERTICAL BARS SHALL BE ONE PIECE STAGGERED ROUGH CARPENTRY 1. IN ADDITION TO FRAMING OPERATIONS NORMAL TO THE FABRICATION AND ERECTION INDICATED ON THE DRAWINGS INSTALL WOOD BLOCKING AND BACKING REQUIRED FOR THE WORK OF OTHER TRADES 2. INSTALL BLOCKING AS REQUIRED TO SUPPORT FINISH HARDWARE SUCH AS TOWEL BARS MEDICINE CABINETS LIGHTS ETC. INSTALL FIRE STOPPING TO CUT OFF ALL CONCEALED DRAFT OPENINGS (BOTH VERTICAL AND HORIZONTAL) AND TO FORM AN EFFECTIVE BARRIER BETWEEN STORIES AND BETWEEN TOP STORY AND ROOF SPACE. IT SHALL BE USED IN SPECIFIC LOCATIONS AS FOLLOWS. * IN INTERIOR OR EXTERIOR STUD WALLS AT CEILING AND FLOOR LEVELS * IN ALL STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES SO PLACED THAT THE MAXIMUM DISTANCE OF ANY CONCEALED SPACE IS NOT OVER 10'-0" * AROUND TOP AND BOTTOM SIDES AND ENDS OF SLIDING DOOR POCKETS * IN SPACES BETWEEN CHIMNEYS AND WOOD FRAMING, LOOSE NON COMBUSTIBLE SUPPORTS OR A METAL COLLAR TIGHTLY FITTED TO THE CHIMNEY AND NAILED TO THE WOOD FRAMING SHALL BE USED * ANY OTHER LOCATIONS NOT SPECIFICALLY MENTIONED ABOVE SUCH AS HOLES FOR PIPES SHAFTING BEHIND FURRING STRIPS AND SIMILAR PLACES WHICH COULD AFFORD A PASSAGE FOR FLAMES 3. STRUCTURAL FRAMING SHALL BE OF THE GRADES AND SPECIES INDICATED OR BETTER (WWPA GRADING RULES) SEE PLANS FOR MORE SPECIFIC INFORMATION: A 2x JOIST AMD RAFTERS DF NO 2 B POSTS IN WALL FRAMING MATCH WALL FRAMING C 4X HEADERS DF NO 2 D 6X HEADERS DF NO 1 E STUDS AND SILL PLATES SEE PLANS F BLOCKING AND FURRING HF STD AND BTR G SILLS ON CONCRETE PTDF H MISC. FRAMING NOT NOTED DF NO 2 4. WOOD SILLS FOR BEARING AND SHEATHED WALLS BEARING ON MASONRY OR CONCRETE SHALL BE BOLTED WITH 5/8" DIA ANCHOR BOLT WITH 7" EMBED. BOLTS AT 6'-0" O.C. MAXIMUM SPACING AND WITHIN 12" OF EACH END OF EACH PIECE. EACH SILL SHALL RECEIVE AT LEAST TWO BOLTS THIS INFORMATION WILL GOVERN UNLESS MORE STRINGENT CRITERIA IS INDICATED ON PLANS. 5. BOLT HOLES IN WOOD OR STEEL SHALL BE 1/16" LARGER THAN BOLTS 6. ALL NUTS SHALL BE TIGHTENED WHEN PLACED AND RETIGHTENED PRIOR TO APPLICATION OF FINISH OR AT COMPLETION OF JOB. 7. 3x3xO.229" WASHERS SHALL BE PROVIDED UNDER THE HEADS AND NUTS OF ALL BOLTS BEARING ON WOOD 8. FRAMING HARDWARE SHALL BE SIMPSON STRONG TIE OR APPROVED EQUAL WITH CONNECTORS AS SPECIFIED IN CATALOG NO.C-2013-14 INSTALL CONNECTORS WITH NAILS AND OR BOLTS AS INDICATED IN THE CATALOG 9. WALL TOP PLATES SHALL HAVE JOINTS AT A STUD CENTERLINE. END JOINTS IN DOUBLE TOP PLATES SHALL BE OFFSET NO LESS THAN 48".. NAILS FOR STRUCTURAL CONNECTIONS SHALL BE GALVANIZED SINKERS U.O.N. 11. NAIL HOLES SHALL HAVE A PILOT HOLE WHERE NECESSARY TO PREVENT SPLITTING OF WOOD 12. CRIPPLE WALLS WHICH HAVE STUD LENGTHS OF LESS THAN 14" SHALL BE FRAMED WITH SOLID BLOCKING OR BRACED WITH 3/8" PLYWOOD SHEETING NAILED TO THE TOP PLATE STUDS AND SILL 13. ALL OPENINGS IN EXTERIOR WALLS AND INTERIOR BEARING PARTITIONS EXCEEDING 8'-0" SHALL HAVE DOUBLE TRIMMERS. 14. INTERIOR NON BEARING WALLS ON SLABS SHALL BE ATTACHED WITH APPROVED POWDER DRIVEN FASTENERS THROUGH THE SILL PLATE ® 32" O.C. 15. MINIMUM CLEARANCE BETWEEN BOTTOM OF FLOOR JOISTS AND EARTH SHALL BE 18" MIN. CLEARANCES BETWEEN BOTTOM OF GIRDERS AND EARTH IS MIN OF 12" 16. ALL FOUNDATION PLATES SILLS AND SLEEPERS ON CONCRETE OR MASONRY WHICH IS A DIRECT CONTACT WITH EARTH AND SILLS THAT REST DIRECTLY ON CONCRETE AND MASONRY FOUNDATIONS SHALL BE TREATED WOOD OF FOUNDATION GRADE REDWOOD MARKED OR BRANDED BY THE PROPER AGENCY. NOTE THAT THE USE OF FG REDWOOD MAY BE PROHIBITED IN CERTAIN ENGINEERED CONSTRUCTION. 17. FOR RAISED WOOD FLOORS PROVIDE AT LEAST ONE FOUNDATION ACCESS AT LEAST 20' OF PLUMBING CLEANOUT. ACCESS OPENING SHALL NOT BE LESS THAN 24"x18" IN SIZE CALGREEN REQUIREMENTS NOTE: AT THE TIME OF FINAL INSPECTION, A MANUAL, COMPACT DISK, WEB BASED REFERENCE OR OTHER APPROVED REFERENCE DOCUMENTATION SHALL BE PLACED IN THE BUILDING IN ACCORDANCE WITH THE 2013 CALIF. GREEN BUILDING STANDARDS CODE (CGBSC) SEC. 4.410 AND CONTAIN THE FOLLOWING: -A STATEMENT THAT THE MANUAL SHALL REMAIN IN THE BUILDING FOR THE ENTIRE LIFE -CYCLE OF THE STRUCTURE -OPERATION AND MAINTAINENCE INSTRUCTIONS FOR EQUIPMENT, APPLIANCES, HVAC SYSTEMS, ROOF/ YARD DRAINAGE, IRRIGATION SYSTEMS, ETC. -INFORMATION FROM LOCAL UTILITIES ABOUT RECYCLING PROGRAMS AND LOCATIONS -PUBLIC TRANSPORTATION AND CARPOOL OPTIONS IN THE AREA -EDUCATION MATERIAL ON THE POSITIVE IMPACTS OF AN INTERIOR RELATIVE HUMIDITY BETWEEN 30-60% AND HOW TO MAINTAIN THESE LEVELS OF HUMIDITY -INFORMATION ABOUT WATER CONSERVING LANDSCAPE/IRRIGATION DESIGN AND CONTROLLERS -INFORMATION ABOUT REQUIRED ROUTINE MAINTAINENCE MEASURES INCLUDING CAULKING, PAINTING, GRADING, ETC. -INFORMATION ABOUT STATE SOLAR ENERGY AND INCENTIVE PROGRAMS AVAILABLE -A COPY OF ALL SPECIAL INSPECTION VERIFICATIONS REQUIRED BY THE ENFORCING AGENCY PERMIT # 01 V 1'35/ BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR jCODE COMPLIANCE DATE_1� - - - -- BY SCOPE OF WORK: AZ CONSTRUCT NEW 1 STORY WOOD FRAMED ADDITION(798 SQ. FT.) TO 1241 SQ. FT. EXISTING RESIDENCE CIRCA 1999 W/512 SQ. FT. GARAGE WITH A COVERED CONC. FRONT DECK(20 SQ. FT.) A COV. REAR DECK (21 SQ. FT.), A REMODELED KITCHEN, REMODELED MASTER BATH AND ADDING A THIRD BATH WITHIN THE EXISTING FOOTPRINT ALL WORK ON THIS PROJECT SHALL CONFORM TO THE ADOPTED EDITIONS OF THE 2013 CBC, 2013 CRC 2013 CMC 2013 CPC , THE 2013 CALIF. ELECT. CODE 2013 CALIF. ENERGY STANDARDS & 2013 GREEN BUILDING STANDARDS CODE OCCUPANCY IS RESIDENTIAL TYPE OF CONSTRUCTION IS WOOD FRAME CALGREEN REQUIREMENTS -COVERING OF DUCT OPENINGS AND PROTECTION OF MECHANICAL EQUIPMENT RZECEIVEO DURING CONSTRUCTION. AT THE TIME OF ROUGH INSTALLATION, DURING STORAGE JUL 2 8 2016 ON THE CONSTRUCTION SITE, AND UNTIL FINAL STARTUP OF THE HEATING, COOLING, AND VENTILATING EQUIPMENT, ALL DUCT AND OTHER RELATED AIR DISTRIBUTION COMPONENT OPENINGS SHAL BE COVERED WITH TAPE, PLASTIC, SHEETMETAL OR TRB AND ASSOCIATES OTHER METHODS ACCEPTABLE TO THE ENFORCING AGENCY TO REDUCE THE AMOUNT OF WATER, DUST AND DEBRIS, WHICH MAY ENTER THE SYSTEM(CGBSC 4.504.1) -FINISH MATERIAL POLLUTANT CONTROL. FINISH MATERIALS SHALL COMPLY WITH THIS SECTION(CGBSC 4.504.2) -ADHESIVES, SEALANTS 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 APPICABLE. SUCH PRODUCTS ALSO SHALL COMPLY WITH RULE 1168 PROHIBITION ON THE USE OF CERTAIN TOXIC COMPOUNDS (CHLOROFORM, ETHYLENE DICHLORIDE, METHYLENE CHLORIDE, PERCHLOROETHYLENE AND TRICHLOROETHYLENE), EXCEPT FOR AEROSOL PRODUCTS, AS SPECIFIED IN SUBSECTION 2 BELOW. 2. AEROSOL ADHESIVES, AND SMALLER UNIT SIZES OF ADHESIVES, AND SEALANT OR CAULKING COMPOUNDS (IN UNITS OF PRODUCT LESS PACKAGING, WHICH DO NOT WEIGH MORE THAN 1 POUND AND DO NOT CONSIST OF MORE THAN 16 FLUID OUNCES) SHALL COMPLY WITH STATEWIDE VOC STANDARDS AND OTHER REQUIREMENTS, INCLUDING PROHIBITIONS ON USE OF CERTAIN TOXIC COMPOUNDS, OF CALIF. CODE OF REGULATIONS, TITLE 17, COMENCING WITH SECTION 94507. -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 CLASSSFYING THE COATINGS AS 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 CALIF. AIR RESOURCES BOARD, SUGGESTED CONTROL MEASURE, AND THE CORRESPONDING FLAT, NONFLAT, OR NONFLAT-HIGH GLOSS VOC LIMIT IN TABLE 4.504.3 SHALL APPLY. -AEROSOL PAINTS AND COATINGS SHALL MEET THE PRODUCT -WEIGHTED MIR LIMITS FOR ROC IN SECTION 94522(a)(3) AND OTHER REQUIREMENTS INCLUDING PROHIBITIONS ON USE OF CERTAIN TOXIC COMPOUNDS AND OZONE DEPLETING SUBTANCES, IN SECTIONS 9522(c)(2) AND (d)(2) OF CALIF. 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 REG. 8, RULE 49. -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. MANUFACTURERE'S PRODUCT SPECIFICATION, 2. FIELD VERIFICATION OF ON SITE PRODUCT CONTAINERS. -ALL CRPET INSTALLED IN THE BUILDING INTEROR SHALL MEET THE TESTING AND PRODUCT REQUIREMENTS OF ONE OF THE FOLLOWING: 1. CARPET AND RUG INSTITUTE'S GREEN LABEL PLUS PROGRAM, 2. CALIF. DEPT. OF PUBLIC HEALTH, "STANDARD METHOD FOR THE TESTING & EVALUATION OF VOLATILE ORGANIC CHEMICAL EMISSINS 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 ADVANTAGE GOLD. -ALL CARPET CUSHION INSTALLED IN THE BUILDING INTEROR SHALL MEET THE REQUIREMENTS OF CARPET & RUG INSTITUTE'S GREEN LABEL PROGRAM. -ALL CARPET ADHESIVE SHALL MEET THE REQUIREMENTS OF TABLE 4.504.1 -WHERE RESILIENT FLOORING IS INSTALLED, AT LEAST 80% OF FLOOR AREA RECEIVING RESILIENT FLOORING SHALL COMPLY WITH ONE OR MORE OF THE FOLLOWING: 1. VOC LIMITS DEFINED IN THE COLLABORATIVE FOR HIGH PERFORMANCE SCHOOLS(CHPS) HIGH PERFORMANCE PRODUCTS DATABASE, 2. PRODUCTS COMPIANT WITH CHIPS CRITERIA CERTIFIED UNDER THE GREENGAURD CHILDREN AND SCHOOLS PROGRAM. 3. CERTIFICATION UNDER THE RESILIANT FLOOR COVERING INSTITUTE(RFCI) FLOOR SCORE PROGRAM. 4. MEET THE CALIF. DEPT. 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 10350). -HARDWOOD PLYWOOD, PARTICLEBOARD AND MEDIUM DENSITY FIBERBOARD COMPOSITE WOOD PRODUCTS USED ON THE INTERIOR OR EXTERIOR OF THE BUILDING 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 -VCERIFICATION OF COMPLIANCE WITH THIS SECTION SHALL BE PROVIDED AS REQUESTED BY THE ENFORCING AGENCY. DOCUMENTATION SHALL INCLUDE ONE OF THE WAYS OUTLINED IN SECTION(CGBSC 4.504.5.1). -CONCRETE SLAB FOUNDATIONS REQUIRED TO HAVE A VAPOR RETARDER BY THE CALIF. BUILDING CODE, CHAPTER 19 OR CONCRETE SLAB ON GROUND FLOORS REQUIRED TO HAVE A VAPOR RETARDER BY THE CALIF. RESIDENTIAL CODE, CHAPTER 5, SHALL ALSO COMPLY. WITH THIS SECTION(CGBSC 4.505.2). -A CAPILLARY BREAK SHALL BE INSTALLED IN COMPLIANCE WITH AT LEAST ONE OF THE FOLLOWING: 1. A 4" THICK(101.6mm) BASE OF 1/2" (12.7mm) OR LARGER CLEAN AGGREGATE SHALL BE PROVIDED WITH A VAPOR RETARDER IN DIRECT CONTACT WITH CONCRETE AND A CONCRETE MIX DESIGN, WHICH WILL ADDRESS BLEEDING, SHRINKAGE, AND CURLING SHALL BE USED. FOR ADDITIONAL INFO. 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. -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% MOISTURE CONTENT. MOISTURE CONTENT SHALL BE VERIFIED IN COMPLIANCE WITH THE ONE OF THE METHODS OUTLINED IN SECTION(CGBSC 4.505.3). -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 OF < 50% TO A MAX. 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. SECTION(CGBSC 4.506.1). -WHOLE HOUSE EXHAUST FANS SHALL HAVE INSULATED COVERS OR LOUVERS WHICH CLOSE WHEN THE FAN IS OFF. THE COVERS OR LOUVERS SHALL HAVE MIN. R4.2 INSULATION. SECTION(CGBSC 4.50701). -HEATING AND AIR CONDITIONING SYSTEMS SHALL BE SIZED, DESIGNED AND HAVE THEIR EQUIPMENT SELECTED USING THE FOLLOWING METHODS: 1. THE HEAT LOSS AND HEAT GAIN IS ESTABLISHED ACCORDING TO ANSI/ACCA 2 MANUAL J--2004(RESIDENTIAL LOAD CALCULATION), ASHRAE HANDBOOKS OR OTHER EQUIVALENT DESIGN SOFTWARE OR METHODS. 2. DICT SYSTEMS ARE SIZED ACCORDING TO ANSI/ACCA 1 MANUAL D -2009 (RESIDENTIAL DUCT SYSTEMS), ASHRAE HANDBOOKS OR OTHER EQUIVALENT DESIGN SOFTWARE OR METHODS. 3. SELECT HEATING AND COOLING EQUIPMENT ACCORDING TO ANSI/ACCA 3 MANUAL S--2004(RESIDENTIAL EQUIPMENT SELECTION) OR OTHER EQUIVALENT DESIGN SOFTWARE OR METHODS. SECTION CGBSC 4.507.2. -ENERGY EFFICIENTCY TO COMPLY WITH THE CURRENT TITLE 24 REQUIREMENTS. SECTION CGBSC 4.201.1 -WATER CONSERVING PLUMBING FIXTURES AND FITTINGS: SECTION CGBSC 4.303.1 WATER CLOSETS: S 1.28 GAL/FLUSH URINALS: S 0.5 GAL/FLUSH SINGLE SHOWER HEADS: < 2.0 GPM ® 80 PSI MULTIPLE SHOWER HEADS: COMBINED FLOW RATE OF ALL SHOWERHEADS AND/OR OTHER SHOWER OUTLETS CONTROLLED BY A SINGLE VALVE SHALL NOT EXCEED 2.0 GPM O 80 PSI OR ONLY ONE SHOWER OUTLET IS TO BE IN OPERATION AT A TIME RESIDENTIAL LAVATORY FAUCETS: < 1.5 GPM O 60 PSI LAVATORY FAUCETS IN COMMON AND PUBLIC USE AREAS OF RESIDENTIAL BUILDINGS: S 0.5 GPM © 60 PSI METERING FAUCETS: < 0.25 GALLONS PER CYCLE KITCHEN FAUCETS: < 1.8 GPM @ 60 PSI; TEMPORARY INCREASE TO 2.2 GPM ALLOWED BUT SHALL DEFAULT TO 1.8 GPM -IRRIGATION WATER USE SHALL HAVE WEATHER BASED CONTROLLERS SECTION CGBSC 4.304.1 -50% OF CONSTRUCTION WASTE SHALL BE RECYCLED SECTION CGBSC 4.408.3 MINIMUM EROSION AND SEDIMENT CONTROLS FOR PROJECTS DISTURBING LESS THAN ONE ACRE The BMP's (Best Management Practices) listed below must be in place during the rainy season (October 15 through April 15) and may be required at other times based on weather and site conditions throughout the year. The BMP's listed are minimum requirements and additional BMP's could be required based on site conditions. • Stabilized entry: Provide minimum 3" to 6" fractured rock 50' long x 15' wide by 6" deep over construction grade fabric. • All soils tracked onto paved roadways must be cleaned up on a daily basis. When streets are wet or during a rain event there shall be no tracking of soils onto the street. • Wattles installed properly behind curb or sidewalks. • Rock bags (minimum 2 per side) at all drain inlet locations within 150' of the project site. • Internal filters placed inside each drain inlet. • Trash bars across the back of all drain inlets. • Stabilize all disturbed soils in the front yard areas within 15' of the back of curb or sidewalk. (Straw or erosion blankets may be used for this application) • Stabilize all slopes where erosion could occur and cause silt run off. (Straw, visqueen or erosion blankets may be used for this application) • All paint, fuel, construction products etc. shall be stored in a covered location away from sidewalks and storm drain inlets. • Portable chemical toilets if provided on the site must be kept off of streets and sidewalks and at least 50' from the nearest storm drain inlet. • All trash must be collected and stored properly. Do not let items such as drywall mud boxes, paint buckets, cleaning material containers etc. come in contact with any rainfall or storm water runoff. • Provide a designated area for concrete washout. Hay bales lined with visqueen may be used for this application. Rollaway bins may also be used. All concrete washout systems shall be placed off of the paved streets. • After installation of the above items is complete a maintenance program needs to be developed to insure the continued effectiveness of your BMP's. R-3 OCCUPANCY U OCCUPANCY V -B CONSTRUCTION REVIEWED FOR CODE COMPLIANCE AUG 0 1 2016 TRB AND ASSOCIATES FIS CG Ln C-) N t\ O W M Z I I p rn N L 00 J 00 LT L,J O O � M M Ln U-) I-' 1__� DRAWN B. RU:3ANOFF DATE • J 5-10-16 1!NDEX 1. EXIS7-1 FLOOR PLAN 2. PROP, -)ED FLOOR PLAN 3. FOUNC O _ ( PLAN 4. R00At:"TVG o CRO_-': `'ECTION DETAILS Ii 5. EXT_ Ln CDC 'ICAL PLAN 7. SITE i-LA'J J ' - J G)LLJ LO Cs�l � 0 M W . _ • LL J i CEJ l� W O J C: i- - > O Qf z O z Q DRAWN B. RU:3ANOFF DATE 5-10-16 1!NDEX 1. EXIS7-1 FLOOR PLAN 2. PROP, -)ED FLOOR PLAN 3. FOUNC =:IOM & FLOOR FRAr�'ll ( PLAN 4. R00At:"TVG PLAN CRO_-': `'ECTION DETAILS Ii 5. EXT_ C ELEVATIONS j l' 6. EL C 'ICAL PLAN 7. 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SHELF & POLE �rn 0 K:c HEM 8068 BI -PASS N z 0 AN ADDITION & REMODEL FOR: r- r I V I /"11vf Ivi i 1402 HWY. 70 OROVILLE CALIF. 95965 r c" O O �o rnw I_ r N r cn O 0 * O m N r -4 0 m PKT. 2' 7'r--� O o -< m -i rTj m 30"X22 5>-- / P D=� 0m 77 C() -4>mom ) ATTIC I c\, J o r0 O cAEm LACCESSJ m D r- m O m z m zo Z O (n m m m cn r —0 (D O 41 0 J --1 cn m D = co m M m O N D U) O rn r 0 AN ADDITION & REMODEL FOR: r- r I V I /"11vf Ivi i 1402 HWY. 70 OROVILLE CALIF. 95965 r c" O O �o rnw I_ r N r cn O 0 * O m N r -4 0 m G o -< m -i rTj m nt 0 c D=� 0m 77 C() -4>mom cAEm {=n c $,��� 30.�C D r- m O m z m zo Z -! 31L (n m e - 3 FOU,r )., TION PLAN STRUCTURAL NOTES: 1.) SEE: TYPICAL NOTE SHEET SN AND TYPICAL DETAIL SH[ 1S SD1-SD3 FOR ADDITIONAL INFORMATION. 2) PRC \1.)E ANCHOR BOLT SIZE AND SPACING PER O SHF: 1 WALL SCHEDULE AND TYPICAL DETAILS. 3.) REC.I,,!MENDED MINIMUM SLAB SECTION: JN r.- CONCRETE SLAB WITH #3 AT 15" O.C. • • I 'SECURELY LOCATED AT MID -DEPTH OF SLAB. HUC46Z TYR. B- .' " SAND (DELETE AT EXTERIOR SLABS) -SEE SD2 0 SOILS REPORT IF APPLICABLE. Nma. ' C- `,^WATERPROOF MEMBRANE (DELETE AT EXTERIOR CL POST `:LABS) -SEE SOILS REPORT IF APPLICABLE. Z D- z'" FREE DRAINING MATERIAL -SEE SOILS REPORT W (__) I'" APPLICABLE. �r -.: E- PROPERLY PREPARED SUBGRADE-SEE SOILS c o DEPORT IF APPLICABLE. � F- CONTRACTOR TO PROVIDE CONTROL JOINTS AT - cn C�'-0" O.C. EA. WAY MAX. 4) iYF .L MINIMUM BEARING WALL FRAMING U.N.O.: cy D� (D XTERIOR WALL: 2X6 DF STUD AT 16" O.C. I'! TERIOR WALLS: 2X4 DF STUD AT 16" O.C. 5) SEE -,TAIL 5/SD1 FOR TYPICAL STUD WALL -LE'," TION AND TYPICAL WALL OPENING SCHEDULE. 6) YF r;L FLOOR JOIST AT GROUND LEVEL SHALL BE n- 2XF -,F#1 AT 16" O.C. WITH 2X6 CONTINUOUS RIM. I INS ,,' L ALL COMPONENTS IN ACCORDANCE WITH I 201 CBC REQUIREMENTS. 7.) FRC I')E DOUBLE JOIST UNDER ALL WALLS WHERE "'V'A: RUN PARALLEL TO JOIST, AND UNDER ALL I ,E, " FURNITURE, EQUIPMENT, TUBS, ETC. 8) SUF' C'r�T ALL TRIMMERS ABOVE WITH FLOOR/CEILING ( JOI > WHERE TRIMMERS CAN NOT RUN CONTINUOUSLY 0 UNDATION. 9) F L C FRAMING HAS BEEN DESIGNED FOR A MAXIMUM L;E/` [ LOAD OF 10 PSF (INCLUDING FRAMING). CONTACT SUI IIIT STRUCTURAL DESIGN, PRIOR TO CONSTRUCTION, !F,:.OR BUILD-UP WILL EXCEED 10 PSF. 10.) TYF :," L FLOOR SHEATHING (UNO): 3/4" THICK, APA ?A':: D SHEATHING OR RATED STURD-I-FLOOR, SPAN RA'! IG 48/24 (24 FOR STURD-I-FLOOR) EXPOSURE 1 'S -�UCTURAL PANELS, APPLIED WITH LONG Dl ISION ACROSS SUPPORTS AND ADJACENT PANELS STS, GERED WITH 4' ENDS OFFSET 4'. GLUE PANELS 1-0 LI_ FRAMING, EDGE NAIL WITH 10d COMMON RING SH;' : J< NAILS OR EQUIV. (0.148" DIA X 3") AT 6" O.C. AT 'LL PANEL EDGES, BOUNDARIES, BLOCKING AND V, H E INDICATED ON PLAN. FIELD NAIL AT 10" O.C. FRS "I _'E 1/8" GAPS AT ALL PANEL EDGES U.N.O. BY - F Ar : I MANUFACTURER. PLI.'., P NG, SPRINKLER, AND MECHANICAL SUE, (.'NTRACTORS SHALL COORDINATE ALL FLOOR I ANC 4'r'ALL PENETRATIONS WITH FRAMING SUF' CNTRACTOR. 1 2) PRI � � TO CONSTRUCTION, CONTRACTOR SHALL REVIEW EXI _> 1! !G ROOF, FLOOR, AND WALL FRAMING TO � 0 Lr) E7 1?[\AINE ALL LOCATIONS OF EXISTING STRUCTURAL SUF ORT. THE REMOVAL OR MODIFICATION OF ALL w EXI`_ T,G STRUCTURAL SUPPORT MEMBERS TO N 1 --,.CC t.J,1ODATE THE PROPOSED CONSTRUCTION SHALL N [.,,'E ('ORDINATED DIRECTLY WITH THE ENGINEER OF REC: FAD. DO NOT REMOVE OR MODIFY ANY EXISTING SUI , CRT MEMBERS OR HARDWARE FOR EXISTING FR/. I IG WITHOUT THE EXPRESS WRITTEN CONSENT OF HE - NIGINEER OF RECORD. 13.) AN. DISCREPANCIES BETWEEN FRAMING SHOWN AND FIE!. CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO ­_- ENGINEER OF RECORD. 1,+.) ALL -',POSED FRAMING SHALL BE PRESSURE RE_ ' T -D WITH TREATMENT PROCESS AND APPLICATION APi= ` C'PRIATE FOR EXPOSURE ACCORDING TO MFR'S "'R ' _r :N GUIDELINES. 15.) PR( 11::1E METAL HANGERS PER 12/SD1 AS REQUIRED, UNI "E'S NOTED OTHERWISE. 16.) ALL �7-RUCTURAL MEMBERS SHALL BE FASTENED IN COt- ILIANCE WITH 2013 CBC FASTENING SCHEDULE, TA[_-. = 2304.9.1, UNLESS NOTED OTHERWISE. :":ONCf?�1� N01�5 1. P �OVk E 'x'24" FOUNDATION ACCESS AT EXTERIOR WITHIN 20'-0" OF THE PLUI. I10 CLEANOUT 2. PROVIDE F'ERGROUND UTILITY ENTRANCE, CONDUIT IF REQUIRED VERIFY WITH THE OV,' 3. A 3"X� "kC ','9" PLATE WASHER IS REQUIRED AT EACH FOUNDATION ANCHOR BOLT. 4. A JCHGR cC L -S SHALL NOT BE CLOSER THAN 7 DIAMETERS TO END OF PLATE. 5. HOT D•.PP ',ALV. NAIL REQ'D. © TREATED WOOD CONNECTIONS. 6. AIL CONC :. TE SHALL BE 5 SACK TRANSIT MIX WITH A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS 3000 PSI AND A MAXIMUM SLUMP OF 4" 7. WDCD SIL_S -OR BEARING AND SHEATHED WALLS BEARING ON MASONRY OR CONCRETE SHAD BE BC_ LI) WITH 5/8" DIA ANCHOR BOLT WITH 7" EMBED. BOLTS AT 6'-0" O.C. MAXIP1UM SP/, r AND WITHIN 12" OF EACH END OF EACH PIECE. EACH SILL SHALL I RECE VE r T L ':T TWO BOLTS THIS INFORMATION WILL GOVERN UNLESS MORE STRINGENT CRITERIA IS I,�L i:ATED ON PLANS. t 8. B)LT HOL: N WOOD OR STEEL SHALL BE 1/16" LARGER THAN BOLTS 9. Al NUTS ;LL BE TIGHTENED WHEN PLACED AND RETIGHTENED PRIOR TO APPLICATION OF FINISH 0 %l COMPLETION OF JOB. A F1.5 2X6 P.T. DECK JOISTS ® 16" O.C. 2X6 P.T. LEDGER, TYP. F_ I N TYP 24"X 18" SD CRAWL ACCESS I 0 I N I N � I I I I 6" STEMWALL 12" FT'G. I A m 5040 CONC. LANDING N ZD y - J F- JOIST,2X6 P.T. RIM 0 o n. z� Y U Cf O W mry ry X\ N O 6,19., kXTYP. y I PROVIDE (7) 14"X 6" SCREENED FOUNDATION VENTS W/ INSULATION BAFFLES I UNDER FLOOR VENTILATION CALCS.: 456 SQ. FT./150=3.04 SQ. FT. 2X6 DF.#2 DECK J( 3.04 SQ. FT./.43 SQ. FT.=7 /A=HDU2W/SSTB16 m 4X81 DF. GIR ER m it N 24'18" CR WL J ACC ESS - © 16" O.C. TYP. r N rem LTE #4 DOWELS DRILLED & EPDXIED INTO (E) STEMWALL & FT'G. TOP AND BOTTOM 7" EMBEDMENT PER 3/SD2 #4 DOWELS DRILLED & EPDXIED INTO (E) STEMWALL & FT'G. TOP AND BOTTOM CD PER 3/SD2 U Z I 4X6 DF.#2 N D O TYP P.T. GIRDER o JN , N 7 • • I 6" STEMWALL HUC46Z TYR. CD m SD2 0 © GIRDER TO Nma. ' z CL POST `- Z c X W (__) 12 FT'G. �r -.: z c o m) X � L0 i- - cn - zi- 'j- Z J II� © 16" O.C. TYP. r N rem LTE #4 DOWELS DRILLED & EPDXIED INTO (E) STEMWALL & FT'G. TOP AND BOTTOM 7" EMBEDMENT PER 3/SD2 #4 DOWELS DRILLED & EPDXIED INTO (E) STEMWALL & FT'G. TOP AND BOTTOM 7" EMBEDMENT PER 3/SD2 4 Z O 4X6 DF.#2 I� O P.T. GIRDER o F1.5 TYP. • • I 6" STEMWALL HUC46Z TYR. I m N 0 © GIRDER TO Nma. ' CL POST `- Z c Li.l w ^ (__) 12 FT'G. �r -.: z c m) X � L0 M L') J cn O 'j- Z J II� cy D� (D W�:� 1.5 1 _L TYP. im m 2' m EXISTING CRAWL SPACE #4 DOWELS DRILLED VERIFY PLUMBING & EPDXIED INTO (E) LOCATIONS 0 SITE STEMWALL & FT'G. TOP AND BOTTOM 6" EMBEDMENT PER 3/SD2 2X6 LEDGER, TYP. F2.5 FTC. ti i�-r- • -• . • •D CRAWL 1' m �I• • �► �L0 m FOUNDATION & FLOOR FRAMING PLAN PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE !': Al -Tyr--? DATE � Pv - o�NNEDy C 6 8 `m EXP.: Ib sl CMI �! OF CALIF -i /A 1� THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS F2.5 FT'G. UNDERCUT (E� FT'G. AS REQ D. 0 I UNDER FLOOR VENTILATION CALCS.: 342 SQ. FT./150=2.28 SQ. FT. 2.28 SQ. FT./.43 SQ. FT.=5.3 PROVIDE (5) 14"X 6" SCREENED FOUNDATION VENTS W/ INSULATION BAFFLES RCVIEV ED FOR CODE COMPLIANCE AUG 0 1 2016 TRP AND ASSOCIATES 19 GIRDER SPLICE 4 O cV I� O I C • • ,_,_ �- 6" STEMWALL I I m o 0 rn Nma. ' CL 18" SQ.X 12" DEEP `- Z m J Li.l w ^ (__) 12 FT'G. �r -.: o c m) X � L0 M L') J CONC. PAD W/ 10" O J II� cy D� (D Q C, 0 c ^- m C11- SQ.X 8' DEEP CONC. Q 0 n- 3/4" T.&G. PLY. I I I I I Q PIER, TYP. GLUED & NAILED ( I A W/ 1 O RING SHANK @ 6/12 STAGGER JOINTS - - - - - V77= I 5% SLOPE FOR A DISTANCE OF 10' 2X6 RIM JOIST TYP. � 0 FROM FOUNDATION WALL. IF PHYSICAL OBSTRUCTIONS OR LOT LINES PROHIBIT w THE 10' DISTANCE, A 2-5i SLOPE N SHALL BE PROVIDED TO AN APPROVED N ALTERNATIVE METHOD OF DIVERTING 2X6 DF.#2 FLOOR JOISTS @ 16" O.C. TYP. THE WATER AWAY FROM FOUNDATIOIN WALL(R401.3) 16'-22" 26'-3" m FOUNDATION & FLOOR FRAMING PLAN PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE !': Al -Tyr--? DATE � Pv - o�NNEDy C 6 8 `m EXP.: Ib sl CMI �! OF CALIF -i /A 1� THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS F2.5 FT'G. UNDERCUT (E� FT'G. AS REQ D. 0 I UNDER FLOOR VENTILATION CALCS.: 342 SQ. FT./150=2.28 SQ. FT. 2.28 SQ. FT./.43 SQ. FT.=5.3 PROVIDE (5) 14"X 6" SCREENED FOUNDATION VENTS W/ INSULATION BAFFLES RCVIEV ED FOR CODE COMPLIANCE AUG 0 1 2016 TRP AND ASSOCIATES 19 GIRDER SPLICE 1 O cV I� O C • • ,_,_ �- z I I m o 0 rn Nma. ' CL Lr) `- Z m J Li.l w ^ (__) �r -.: o c m) X � L0 M L') J o O J II� cy D� Q C, 0 c ^- m C11- Q 1 O 0 7_ O C I O M O O :2; t %- `- O ,7 O J o O J 0 c ^- Q 0 n- Q Q DRAWN 3. F.UBAAOFF CHECKEh DATE: SCALE: JOBS NEI�JZINGER A Ale, SHEET ATTIC VENT- VTION CALCS: _AN STRUCTURAL NOTES: 840 SQ. FT. 1. DO NOT C',_: ALTER OR DRILL TRUSSES 2. SEE EXTER R ELEVATIONS FOR SIZE AND LOCATION OF GABLE END VENTS 3. ROOF DES! (6)22"X3 1; - ROOF TRU AT 2'-0" WITH R-38 INSULATION BETWEEN THE TRUSSES - 15# FEi_T C:. FT. - COMP R0 ' W AND S� ON LOA Q� 0 4. PF.CVIC- F _ `,NOL AND SWAY BRACING AT ROOF TRUSSES 5 H-1 ?%AC AT EACH TRUSS UNLESS OTHERWISE NOTED 6. BLOCK FO i �BINETS 7. 6X12 F,'PI_' I. HEADER UNLESS OTHERWISE NOTED 8. SEE TILE -;E ET FOR ADDITIONAL NOTES 9. PROVIDE i i I ANCHORS @ ALL ROOF/WALL CONNECTIONS 10. TCP FL.ATE :-'EKES W/8 -16d EACH SIDE U.N.O. ATTIC VENT- VTION CALCS: _AN STRUCTURAL NOTES: 840 SQ. FT. 150=5.6 SQ. FT. (2)'4"X'24" ,:?EENED G.E. VENT=2.88 SQ. FT (1) I4"X 12" :''KEENED G.E. VENT=0.65 SQ. FT (6)22"X3 1; :' SCREENED EAVE VEr:TS n . 0. F7.=2.22 SQ. FT. TOTAL .75 C:. FT. AFPL MAN. STANDA TRUSS W/FIL 2X4 DF. #2 SISTERED TC Sq, BOTT. CHORI OF G.E. TRU WITH �2)16d AT 16 ' O.C. NOTE: PRIOR TO CONSTRUCTION CONTRACTOR SHALL FIELD VERIFY THAT ALL EXISTING WALLS TO BE REMOVED ARE NON-BEARING. CONTACT SUMMIT STRUCTURAL DESIGN WITH ANY DISCREPANCIES. ROS:= _AN STRUCTURAL NOTES: 1.) SEE 'f',CAL NOTE SHEET SN AND TYPICAL DETAIL SHEE " SD1-SD3 FOR ADDITIONAL INFORMATION. 2.) TYPIC-`!_ ROOF SHEATHING (UNO): 1/2" THICK, APA, TECO, "':R PITTSBURGH RATED SHEATHING, SPAN O RATIr' 32/16, EXPOSURE 1 STRUCTURAL PANELS, w AFPL �_- WITH LONG DIMENSION ACROSS SUPPORTS W AND D.IACENT PANELS STAGGERED WITH 4' ENDS Q� 0 OFFS ^'. EDGE NAIL WITH 8d COMMON OR i� ECUI` L^NT (0.131" DIA X 2 1/2") AT 6" O.C. AT ALL i d' EL EDGES, BOUNDARIES, GABLE ENDS, CD BLOC' r. 3 AND WHERE INDICATED ON PLAN. FIELD 0 N�'il_ 12" O.C. PROVIDE 1/8" GAP AT ALL PANEL O EDGE .N.O. BY PANEL MANUFACTURER. AT ALL LOW Of >1 ) SLOP_ ! OOFS PROVIDE (1) PANEL CLIP MIN. BETWEEN M Ln SUPP'_ S AT ABUTTING PANEL EDGES. 3.) SEE : ) E SECTION 8 -SN FOR ROOF TRUSSES BY �S OTHE,'- 4.) TYPIC L HEADER BELOW SHALL BE 6X12 DF -L Q C J -3 #2 U" . ). 5.) PROVI E 4X POST MIN. AT ALL BEAM AND GIRDER TR'JS ; 'i,EARING POINTS AND CONTINUE IN WALL TO FOUN ^� FI ON. 6.) PROF E POS. ATTACHMENT OF ALL POST TO BEAM, BFAty f _) BEAM, BEAM TO POST, AND POST TO POST CCNN , \NITH (2) ST22 STRAPS MIN. AND A35 CLIPS, U.f�_C F ER PLAN AND DETAILS. 7.) PFIOf'\ 1 CONSTRUCTION, CONTRACTOR SHALL REVIEW E'/':S-f'[' ( ROOF, FLOOR, AND WALL FRAMING TO DETEf . I .\!E ALL LOCATIONS OF EXISTING STRUCTURAL SUPP'_ T. THE REMOVAL OR MODIFICATION OF ALL EXiSTil ( STRUCTURAL SUPPORT MEMBERS TO ACCO . ,IODATE THE PROPOSED CONSTRUCTION SHALL BE C,_' )?DINATED DIRECTLY WITH THE ENGINEER OF RECC. ,. DO NOT REMOVE OR MODIFY ANY EXISTING SUPP::' -T MEMBERS OR HARDWARE FOR EXISTING FRAIVi G WITHOUT THE EXPRESS WRITTEN CONSENT OF THE !GINEER OF RECORD. 8.) ANY SCREPANCIES BETWEEN FRAMING SHOWN AND FIELD :ONDITIONS SHALL BE IMMEDIATELY BROUGHT TC TI' : ENGINEER OF RECORD. 9.) ALL E POSED FRAMING SHALL BE PRESSURE TREA F' WITH TREATMENT PROCESS AND APPLICATION AFPR ' "MATE FOR EXPOSURE ACCORDING TO MFR'S Wf'!T ` GUIDELINES. 10.' R(OF USS LAYOUT SHALL BE REVIEWED BY ENGINEER A'7 T' l '.S DESIGNS BECOME AVAILABLE FROM TRUSS NU _'TURER. CONTRACTOR SHALL OBTAIN SIGNED TR.US : EVIEW LETTER FROM THE ENGINEER OF RECORD AND _";LDING DEPARTMENT APPROVAL PRIOR TO CONS RJCTION. 11.) ALL '_ RUCTURAL MEMBERS SHALL BE FASTENED IN COME 'NCE WITH 2013 CBC FASTENING SCHEDULE, TABLI -304.9.1, UNLESS NOTED OTHERWISE. 4X8 DF.#2 BEAM 5/8" PLAIN PLY. SAWN © PORCH SOFFIT MIN 5/8" APA RATED PLYWOOD WITH 8D (0.113 x 2 3/8") NAILS AT 6" O.C. EDGE NAILING, AND 12" O.C. FIELD NAILING. 2X6 RIM JOIST - 4X8 GIRDER 2X6 P.T. DECK JOIST © 16" O.C. COV. DECK 2X6 CLASS A' DECKING nu TVD MAN. STANDARD TRUSSES @ 24" O.C. 2x4 OUTRIGGERS 2'-0" O.C. MAX NOTCH INTO TRUSS AND - BUTT INTO FIRST STANDARD TRUSS 2x2 BETWEEN OUTRIGGERS NEW SOLE PLATE 28 BARGE TIES/ OUTRIGGERS TOP PLATE ATTACHMENT NEW TO EXISTING TYPICAL OF (2) PLACES 5/8" GYP.BD. AT CL'GS. b� LIVING ROOM 1/2" GYP. BD.- 2X4 D. - 2X4 STUD WALL AT 16' O.C. r- BLOCK 0/ GIRDERS SENT LSTA18 XISTING TOP PLATE -W 4X4 @ EXISTING WALL =W 4X4 © ADDITION EXISTING SOLE PLATE DRAWN T) 3. RUBAIJOFF CHECKED DATE: 5-1-16 SCALE: REVIEWED I /n"=1'-0" U.N.O. 12 FOR CODE COMPLIAI CE H-1 ANCHOR ALL TRUSSES JOB: MAN. STANDARD 4 NEI'l'ZIVCER 1/2" CCX PLY. ® EAVES TRUSSES @ 24" O.C. BLOCK BETWEEN TRUSSES AUG 0 ZO1� _ R-49 INSULATION TRB AND ASSOCIAT :S ---2X6 FASCIA BD. IIS 2X4 STUD WALL 4X12 HDR. AT 16" O.C. PANTRY 2X6 STUD WALL BEDROOM #2 BEDROOM #3 AT 16' O.C. H3/4" T.&G. PLY. JO S1 S OA/ 6ANO 1 /2" SHANK R-21 INSULATION GIRDER 2X6 RIM JOIST TYP. R-19 INSULATION z t m F �r C 7 ` 88 m * EXP. 01% CiVvL OF CA1.1F THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS 2X6 P.T. LEDGER W/LUC26Z1 �, •, 1 15�e'3 �� PERMIT # SECTION B -B BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR SECTION A -A CODEi COMPLIANCE SHEET DATE A �'+ 0" F 7 c., N I� O c.^ O O LL_ ".., w r� W t'I Q� 0 N cc i� C J LLJh� 7 CD M U 0 _ �;; O O W Of >1 ) >- � 1-0 M Ln ry C;, � Q M N �S cr G: _ cr_ _ v 0 Q C J -3 O LL J N 0 M G__ O DRAWN T) 3. RUBAIJOFF CHECKED DATE: 5-1-16 SCALE: REVIEWED I /n"=1'-0" U.N.O. 12 FOR CODE COMPLIAI CE H-1 ANCHOR ALL TRUSSES JOB: MAN. STANDARD 4 NEI'l'ZIVCER 1/2" CCX PLY. ® EAVES TRUSSES @ 24" O.C. BLOCK BETWEEN TRUSSES AUG 0 ZO1� _ R-49 INSULATION TRB AND ASSOCIAT :S ---2X6 FASCIA BD. IIS 2X4 STUD WALL 4X12 HDR. AT 16" O.C. PANTRY 2X6 STUD WALL BEDROOM #2 BEDROOM #3 AT 16' O.C. H3/4" T.&G. PLY. JO S1 S OA/ 6ANO 1 /2" SHANK R-21 INSULATION GIRDER 2X6 RIM JOIST TYP. R-19 INSULATION z t m F �r C 7 ` 88 m * EXP. 01% CiVvL OF CA1.1F THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS 2X6 P.T. LEDGER W/LUC26Z1 �, •, 1 15�e'3 �� PERMIT # SECTION B -B BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR SECTION A -A CODEi COMPLIANCE SHEET DATE A �'+ 0" F 7 c., O O O Lr) O i� C J LLJh� 7 CD M M 0 _ O W >- LL_ OI ry � Q M N �S = v Z O LL J N 0 O r- > / 0 Q Z Q DRAWN T) 3. RUBAIJOFF CHECKED DATE: 5-1-16 SCALE: REVIEWED I /n"=1'-0" U.N.O. 12 FOR CODE COMPLIAI CE H-1 ANCHOR ALL TRUSSES JOB: MAN. STANDARD 4 NEI'l'ZIVCER 1/2" CCX PLY. ® EAVES TRUSSES @ 24" O.C. BLOCK BETWEEN TRUSSES AUG 0 ZO1� _ R-49 INSULATION TRB AND ASSOCIAT :S ---2X6 FASCIA BD. IIS 2X4 STUD WALL 4X12 HDR. AT 16" O.C. PANTRY 2X6 STUD WALL BEDROOM #2 BEDROOM #3 AT 16' O.C. H3/4" T.&G. PLY. JO S1 S OA/ 6ANO 1 /2" SHANK R-21 INSULATION GIRDER 2X6 RIM JOIST TYP. R-19 INSULATION z t m F �r C 7 ` 88 m * EXP. 01% CiVvL OF CA1.1F THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS 2X6 P.T. LEDGER W/LUC26Z1 �, •, 1 15�e'3 �� PERMIT # SECTION B -B BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR SECTION A -A CODEi COMPLIANCE SHEET DATE A �'+ 0" F 7 CL co 15 1/ RA NORTH ELEVATION WEST ELEVATION EAST ELEVATION F-- III 7 ., 3/4" MAX. RISE MIN. 11" MIN. TREAD SOUTH ELEVATION F-- - PERMIT BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR DATCODE COMPLIANCE Y-jfj�—? CIA BID. �T 'IONS REVIEWED FOR CODE COMPLIANCE AUG 0 1 2016 TRI3 AND ASSOCIATES DRAWN LY GuBar OFF CHECKED .. J SCALE �� !14"=1'-0" U.N.C. �n CD 0CD SHEET 5 LL- • Ln 0 A L -Li -7 m 0 0 co L-0 Z - M L-Lj LLJ I W< u C:) ::D z0 L -Li Lr) CD cy- � ry cl < LLJ M M LL- CD DRAWN LY GuBar OFF CHECKED .. J SCALE �� !14"=1'-0" U.N.C. JOB: CD 0CD SHEET 5 LL- Ln c) A Q0 7- 0) Li j LO C:) C) CD 0 LLJ >* LL- CD ry = 1 8� LLJ C-� C) 0 > 0 ry 0 c� < DRAWN LY GuBar OFF CHECKED DATE: SCALE !14"=1'-0" U.N.C. JOB: SHEET 5 SMOKE ALARMS OR DETECTORS SHALL NOT BE LOCATED WITHIN UNFINISHED ATTICS OR GARAGES OR IN OTHER SPACES WHERE TEMPERATURES CAN FALL BELOW 40 F OR ABOVE 100 F. WHERE THE MOUNTING SURFACE MAY BECOME CONSIDERABLY WARMER OR COOLER THAN THE ROOM, SUCH AS A POORLY INSULATED CEILING BELOW AN UNFINISHED ATTIC OR AN EXTERIOR WALL, SMOKE ALARMS AND DETECTORS SHALL BE MOUNTED ON AN INSIDE WALL. SMOKE ALARMS OR DETECTORS SHALL BE INSTALLED A MINIMUM OF 20' HORIZONTAL DISTANCE FROM A PERMANENTLY INSTALLED COOKING APPLIANCE EXCEPT IONIZATION SMOKE 6,LARMS WITH AN ALARM SILENCING SWITCH OR PHOTOELECTRIC SMOKE ALARMS. SMOKE ALARMS SHALL BE INSTALLED NOT LESS THAN A 3 FOOT HORIZONTAL DISTANCE FROM THE DOOR OR OPENING OF A BATHROOM THAT CONTAINS A BATHTUB OR SHOWER UNLESS THIS WOULD PREVENT PLACEMENT OF OTHER REQUIRED SMOKE ALARMS. SMOKE ALARMS AND DETECTORS SHALL NOT BE IINSTALLED WITHIN A 36" HORIZONTAL PATH FROM THE SUPPLY REGISTERS OF A FORCED AIR HEATING OR COOLING SYSTEM AND SHALL BE INSTALLED OUTSIDE THE DIRECT AIRFLOW FROM THOSE REGISTERS. SMOKE ALARMS AND DETECTORS SHALL NOT BE INSTALLED WITHIN A 36" PATH FROM THE TIP OF THE BLADE OF A CEILING -SUSPENDED (PADDLE) FAN. ;; SMOKE ALARM OR DETECTOR LOCATED AT STAIRS LEADING TO OTHER OCCUPIED LEVELS SHALL BE LOCATED SO THAT SMOKE RISING IN THE STAIRWAY CANNOT BE PREVENTED FROM REACHING THE SMOKE ALARM OR DETECTOR BY AN INTERVENING DOOR OR OBSTRUCTION. FOR STAIRWAYS LEADING UP FROM A BASEMENT, SMOKE ALARMS OR DETECTORS SHALL BE LOCATED ON THE BASEMENT CEILING NEAR THE ENTRY TO THE STAIRS. SMOKE ALARMS AND DETECTORS SHALL BE INSTALLED AT THE HIGHEST POINT OF A COFFERED CEILING OR ON THE SLOPED PORTION OF THE CEILING WITHIN 12" VETICALLY DOWN FROM THE L16KIN6 M�A%F? 5 IGH EFFICIENCY LUMINAIRES OTHER THAN OUTDOOR HID: : i`!TAIN ONLY HIGH EFFICIENCY LAMPS AS OUTLINED IN TABLE ,-C, AND DO NOT CONTAIN A MEDIUM SCREW BASE SOCKET. 1,•:_LAST FOR LAMPS 13 WATTS OR GREATER ARE ELECTRONIC ,t!D HAVE AN OUTPUT FREQUENCY NO LESS THAN 20 kHz. II' -,i I EFFICIENCY LUMINAIRES -OUTDOOR HID: CONTAIN ONLY HIGH F-(CIENCY LAMPS AS OUTLINED IN TABLE 150-C, LUMINAIRE HAS iCTORY INSTALLED HID BALLAST. F�MANTLY INSTALLED LUMINAIRES IN KITCHENS SHALL BE HIGH 7,7 ICIENCY LUMINAIRES. UP TO 50% OF THE WATTAGE, AS `ETERMINED IN SEC. 130(C), OF PERMANTLY INSTALLED UMINAIRES IN KITCHENS MAY BE IN LUMINAIRES THAT ARE NOT !IGH EFFICIENCY LUMINAIRES, PROVIDED THAT THESE LUMINAIRES RE CONTROLLED BY SWITCHES SEPARATE FROM THOSE CNTROLLING THE HIGH EFFICIENCY LUMINAIRES. MNIMUM OF ONE(1) HE LUMINAIRE IS TO BE INSTALLED v' EACH BATHROOM. ALL OTHER LIGHTING IN BATHROOMS !':ILL BE HE OR CONTROLLED BY OCCUPANCY SENSOR(S). t FERENCE CA. ENERGY CODE 150(K)5. lL LIGHTING IN GARAGES, UNDRY ROOMS, UTILITY ROOMS SHALL BE HIGH EFFICIENCY AR INAIRES AND ARE CONTROLLED BY A VACANCY SENSORS) F MANUAL ON, AUTOMATIC OFF. REFERENCE CA. ENERGY CODE O(K)6. EMANTLY INSTALLED LUMINAIRES LOCATED OTHER THAN IN I CHENS, BATHROOMS, GARAGES, LAUNDRY ROOMS, AND ;'CITY ROOMS SHALL BE HIGH EFFICIENCY LUMINAIRES (EXCEPT l_OSETS LESS THAN 70 SQ. FT.), OR ARE CONTROLLED BY DIMMER SWITCH OR ARE CONTROLLED BY AN OCCUPANT LAOR(S) THAT COMPLIES WITH SECTION 119(D) THAT DOES uT TURN ON AUTOMATICALLY OR HAVE AN ALWAYS ON OPTION. l' AINAIRES THAT ARE RECESSED INTO INSULATED CEILINGS RE APPROVED FOR ZERO CLEARANCE INSULATION COVER (IC) ND ARE CERTIFIED AIR TIGHT TO ASM E283 AND LABELED AS IF. TIGHT (AT) TO LESS THAN 2.0 CFM AT 75 PASCALS. l r.11NAIRES PROVIDING OUTDOOR LIGHTING AND PERMANTLY iCUNTED TO A RESIDENTIAL BUILDING OR TO OTHER BUILDINGS t! THE SAME LOT SHALL BE HIGH EFFICIENCY LUMINAIRES (NOT J::'LUDING LIGHTING AROUND SWIMMING POOLS/WATER FEATURES R OTHER ARTICLE 680 LOCATIONS) OR ARE CONTROLLED BY C'CUPANT SENSOR(S) WITH INTEGRAL PHOTO CONTROL F :TIFIED TO COMPLY WITH SECTION 119(D). )TE: PROVIDE AN INTERSYSTEM BONDING ELECTRODE WHICH INCLUDES OVISIONS FOR CONNECTING AT LEAST THREE GROUNDING OR BONDING )NDUCTORS REQUIRED FOR COMMUNICATIONS SYSTEMS SHALL BE INSTALLED TERNALLY AT THE SERVICE ENTRANCE PANEL AS SPECIFIED IN CEC800.1006 iD CEC 250.94 �L�CTCAL PLAN NOT�5 1. _Fc WIRE ALL SMOKPI&g§fTPBWN A DETECTED CIRCUIT 2. F FOLLOWING GUIDE LINES MUST BE MET ON WALL PLUGS -Ai `HALL OVER 2'-0" IN LENGTH SHALL HAVE A RECEPTACLE -PI C'S SHALL BE A MAXIMUM OF 12'-0" APART -P'.'. CS SHALL BE 6'-0" OF END OF WALL OR OPENING -A.. -'LUGS AT KITCHEN, BATHROOMS, OUTSIDE, AND AT THE GARAGE SHALL BE ..f .1. PROTECTED -P' ''w!DE AT LEAST TWO 20 AMP CIRCUITS AT KITCHEN AND LAUNDRY ROOMS -F' I VERIFY LOCATION OF SERVICE PANEL AND METER WITH LOCAL BUILDING DEi MENT AND THE POWER COMPANY -T .00ATION OF PHONE AND T.V. JACKS TO BE OWNER APPROVED PRIOR TO INSTALLATION -P )'. DE ELECTRICAL FOR HEAT AND AIR UNIT TO BE LOCATED AT THE SITE VEE 1 '.KITH OWNER PRIOR TO CONSTRUCTION -Pi,;.l\ DE 20 AMP BRANCH CIRCUITS AT BATHROOMS -B:' ''-;ROOM RECEPTACLES SHALL BE SUPPLIED BY A SEPARATE 20 AMP CIRCUIT AND =HALL NOT HAVE EXHAUST FAN, LIGHTING OR OTHER OUTLETS ON IT AS -P` VIDE ARC -FAULT CIRCUIT -INTERRUPTER PROTECTION FOR ALL OUTLETS II`; ._UDING RECEPTACLE OUTLETS, SWITCH OUTLETS, LIGHTING OUTLETS, A::I SMOKE DETECTORS A!':: SMOKE DETECTORS LOCATED IN BEDROOMS AS PER CEC ARTICLE 210-12. - L, _ 15/20 AMPERE RECEPTACLES INSTALLED PER CEC 210.52 SHA' BE LISTED TAMPER RESISTANT RECEPTACLES. F,. _ BRANCH CIRCUTS SUPPLYING 15/20 AMPERE OUTLETS IN FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS LIB'�i RIES, DENS, SUNROOMS, BEDROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROC S %AREAS SHAL BE PROTECTED BY A LISTED COMBINATION TYPE ARC -FAULT CIRCUT INTERRUPTER __IFY TAMPER RESISTANT RECEPTACLES IN THE DWELLING. ALL 125 -VOLT SINC, PHASE, 15 AND 20 AMP RECEPTACLES SHALL BE LISTED TAMPER- RESf `INT RECEPTACLES. (THROUGHOUT) 2013 CEC ARTICLE 406.11 FOP t'�S PROJECT IT ONLY APLLIES TO REWIRING OR ADDITIONS. - ,'ORK ON THIS PROJECT SHALL CONFORM TO THE ADOPTED EDITIONS OF I 2013 CALIF. ELECT. CODE WATER HEATER NOTES a.) I F:OVIDE 120V ELECTRICAL RECEPTACLE WITHIN 3 FEET OF THE WATER HTR. N; _) ACCESSIBLE WITH NO OBSTRUCTIONS. b.) FOVIDE A CATEGORY III OR IV VENT, OR A TYPE B VENT WITH STRAIGHT PIPE F?-ti"BEEN THE OUTSIDE TERMINATION AND THE SPACE WHERE THE WATER HTR. INSTALLED. c.) F -)VIDE A CONDENSATE DRAIN THAT IS NO MORE THAN 2" HIGHER THAN THE FSE OF THE INSTALLED WATER HTR. AND ALLOWS NATURAL DRAINING WITHOUT UAP ASSISTANCE. d.) i F OVIDE A GAS SUPPLY LINE WITH A CAPACITY OF AT LEAST 200,000 BTU/HR. GUTTER WITH ADILITY TO PREVENT THE ACCUMULATION OF LEAVES (N) DOWNSPOUT OPTION 1: UNDERGROUND RETENTION SYSTEM N5POUT DAPTER 10' MIN 2% BACKFILL CO & SWEEP 4" HDPE N-12 25 LF 4" PERF PIPE CLOSED PIPE 6" WRAPPED IN FILTER CO & TEE FABRIC (PERFORATION DOWN) IN DRAIN ROCK. WATER RETENTION OPTIONS C3UTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE REVIEWED FOR CODE COMPLIANCE AUG 0 1 2015 T RQ AND ASSOCIATES cV I- O CD W Z I I p rn N _ 0 J 0- L0 LTJ C1141 -i ^u w O O r-0 N,) � � _J • • Lam_ o -� m O 0 �- Z D� Li Q ._ . LI^tso O ' C) m 0_ -1 cV I- O CD W Z I I p rn N _ 0 J 0- L0 LTJ C1141 -i ^u w O O r-0 N,) � � DRAWN B'� CHECKED DATE: SCALE; m SHEET O 0 �- 0 O LI^tso O ' C) G) 0 w �'_ }- 1 0 Q N 8� U E- N 0 0 �y > Q C) r Q o Z Q Q DRAWN B'� CHECKED DATE: SCALE; m SHEET )66666( von EXISTING SITE PLAN I SCALE: 1/32"=l' -O" CENTRAL HOUSE ROAD SITE P I� SCALE: 1 "=400' PERMIT # ) `'� BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DATES 4---BY� REVIEWED FOR CODE COMPLIANCE AUG 0 1 2016 TRB AND ASSOCIATES DRAWN i B. RUBANOFF CHECKEEL DATE: 5-1-16 SCALE: 1/4"=''-O" U.N.O. JOB: VEINZINGER SHEET # i cD rn M O C� N I\ O I J O co .. y� -� W Z d 1 M I m �- 0 = O� 00 M N co N Z �LJ M W JOU W ^ Q la�U C, W ~ O O z0 N tf) M CL� - r)�C-10 ry 1 O F— 7 Q w p 0 m ;_ M Q DRAWN i B. RUBANOFF CHECKEEL DATE: 5-1-16 SCALE: 1/4"=''-O" U.N.O. JOB: VEINZINGER SHEET # i O CD O I J 0') D O y� O M O �- O ry J M = Q N C, z0 N W N 1 O F— 7 > p 0 O Q O o— y Q z Q DRAWN i B. RUBANOFF CHECKEEL DATE: 5-1-16 SCALE: 1/4"=''-O" U.N.O. JOB: VEINZINGER SHEET # i 1. 0 2. GENERAL STRUCTU RAL, NOTES 6. FRAMING LUMBER CONTINUED 9. GENERAL 3. CONCRETE REINFORCING CONTINUED 6-4 POSTS/TRIMMERS: A) ALL WORK SHALL CONFORM TO THE 2013 CBC AND ALL APPLICABLE LOCAL CODES. I) REINFORCEMENT COVER SHALL BE AS FOL I LOWS: D TO SOIL: 3" A.) SUPPORT: SUPPORT ALL UPPER LEVEL POSTS AND.TRIMMERS IN LOWER LEVELS WITH B) THE ENGINEER (SUMMIT STRUCTURAL DESIGN) HAS PROVIDED AND IS RESPONSIBLE FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSE EQUIVALENT FRAMING AND BLOCK OR OTHERWISE FRAME POSTS THROUGH FLOOR SYSTEMS. SPECIFIC STRUCTURAL ITEMS ONLY. ALL OTHER REQUIREMENTS OF THE BUILDING CODE CONCRETE WITH SOIL OR WEATHER EXPOSURE: INCLUDING WATERPROOFING, FIREPROOFING, DRAINAGE, DISABLED ACCESSIBILITY, EGRESS BARS AND SMALLER I Y2" B.) WHERE POSTS WITH COLUMN CAPS OR BEARING PLATES ARE SPECIFIED, THE LOAD IS TO BE REQUIREMENTS, PARKING, AND ALL OTHER DESIGN REQUIREMENTS NOT SPECIFICALLY SHOWN #6 BARS AND LARGER 2" IN THE STRUCTURAL DESIGN CALCULATIONS, ARE THE RESPONSIBILITY OF THE CONTRACTOR OR CONCRETE WITHOUT SOIL OR WEATHER EXPOSURE: 3/411 TRANSFERRED TO THE FOUNDATION BY VERTICAL GRAIN ONLY, U.N.OI OWNER. SHOULD ANY CHANGES BE MADE FROM THE DESIGN AS SPECIFIED IN THESE DOCUMENTS WITHOUT THE WRITTEN APPROVAL FROM THE ENGINEER, THEN THE ENGINEER J) REINFORCEMENT SHALL BE GRADE, 60 PER AS A615 U.N.O. LAP BOTTOM REINFORCING (60) 6-5 WALLFRAMING: WILL ASSUME NO RESPONSIBILITY FOR ANY ELEMENT OR SYSTEM OF THE STRUCTURE. BAR DIAMETERS U.N.C. AND LAP TOP REINFORCING, PLACED ABOVE 12" OF CONCRETE OR OF STUD BEARING NTS IN DOUBLE TOP PLATE A. DOUBLE TOP PLATE SPLICES: SPLICES AND JOI MORE, (80) BAR DIAMETERS U.N.C. WALL SHALL OCCUR AT THE CENTER LINE OF SUPPORTING STUD. TOP 'PLATE SPLICES OF STUD C) THE DRAWINGS AND CALCULATIONS REPRESENT THE FINISHED STRUCTURE, AND, UNLESS ERE WALLS SHALL BE 48" LONG WITH (12) 16d SINKERS EACH SIDE OF EACH SPLICE U.N.O. WH SPECIFICALLY NOTED OTHERWISE, DO NOT SHOW THE METHOD OF CONSTRUCTION. THE K) #5 AND LARGER REBAR SHALL NOT BE RE-BENT. SPLICE IS INTERRUPTED, USE ST6224 STRAP U.N.O. CONTRACTOR IS RESPONSIBLE FOR THE METHOD OF CONSTRUCTION, AND SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECTTHE PUBLIC, CONSTRUCTION WORKERS/ AND THE L) ALL REINFORCING STEEL AND ANCHOR BOLTS SHALL BE ACCURATELY LOCATED AND B.) FIRE BLOCKS FIRE I BLOCK STUD WALLS AT MID -HEIGHT WHERE STUD LENGTH EXCEEDS 10'41. STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE FORMING, SHORING, ADEQUATELY SECURED IN POSITION BEFORE AND DURING CONCRETE PLACEMENT. BRACING, SCAFFOLDING, ETCETERA. C.) MIS -PLACED ANCHOR BOLTS: WHERE ANCHOR BOLTS HAVE BEEN INCORRECTLY PLACED, USE SIMPSON SET EPDXY WITH ANCHOR OF SAME DIAMETER WITH 7" EMBEDMENT IN D) IF A PARTICULAR FEATURE OF CONSTRUCTION IS NOT FULLY SHOWN ON THE DRAWINGS OR IN 6. FRAMING/LUMBER CONCRETE AND INSTALLATION PER MANUFACTURERS RECOMMENDATIONS AND CURRENT THE CALCULATIONS, THEN IT SHALL BE CONSTRUCTED IN THE SAME CHARACTER AS SIMILAR ICC REPORT. CONDITIONS THAT ARE SHOWN ON THE DESIGN DOCUMENTS. 6-1 MATERIALS: D. CRIPPLE WALLS: CRIPPLE WALLS SHALL BE A MINIMUM OF 14" IN HEIGHT. FOR LESSER E) ANY CONDITIONS NOTED AS EXISTING MUST BE FIELD VERIFIED BY THE CONTRACTOR, AND A. SHEATHING: HEIGHTS, STACK 2X PLATES (AND SHIM AS REQUIRED). ANY DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER WITHOUT 1. ROOF SHEATHING: SEE PLANS PROCEEDING WITH CONSTRUCTION PRIOR TO THE REVIEW OF THE ENGINEER. 2. FLOOR SHEATHING: SEE PLANS CUT ST 3. WALL SHEATHING: SEE PAND/ORUDS TO CLEAR ANCHOR BOLTS ARE E.) NOTCHED OR CUT STUDS: NOTCHED AND/OR LANS NOT ALLOWED., STUDS SHALL HAVE FULL BEARING TO THE FOUNDATION PLATE. F) ALL WATERPROOFING AND FLASHING (ROOFS, FOUNDATIONS, GARAGE FLOORS, ETC...) IS THE. RESPONSIBILITY OF THE CONTRACTOR OR OWNER. B.) GLUE -LAMS: GLUE -LAMS SHALL BE 24F -V4 U.N.O. WITH A CAMBER OF R=1600' U.N.O. R TEMPORARY BRACING ON ANY GLUE -LAMS EXPOSED TO WEATHER MUST BE RATED FOR EXTERIOR USE BY THE MANUFACTURER. F.) LET -IN BRACES: LET IN BRACES SHALL NOT BE USED FO APPROVED FABRICATORS SHOP WALL FRAME. . STEEL STRAPS WHICH DO NOT REQUIRE THE CUTTING OF STUDSAREAN I G) SHOP DRAWINGS: SHOP DRAWINGS ARE SUPERCEDED BY THE STRUCTURAL DRAWINGS UNDER GLUED LAMINATED FABRICATON SHALL BE PERFORMED IN AN APPR INSPECTION ACCEPTABLE ALTERNATIVE. ALL CIRCUMSTANCES. THE GENERAL CONTRACTOR SHALL VERIFY THAT ALL CONSTRUCTION IS IN IN ACCORDANCE WITH CBC 2303.1.3, AITC A190.1, AND ASTM D 3737, BEAM FULL AGREEMENT WITH THE LATEST STRUCTURAL DRAWINGS. REVIEW OF SHOP DRAWINGS BY CERTIFICATES SHALL BE SUBMITTED TO THE FIELD INSPECTOR PRIOR TO COMPLETION OF FRAME THE ENGINEER OF RECORD DOES NOT GUARANTEE IN ANY WAY THE THE SHOP DRAWINGS ARE INSPECTION IN ACCORDANCE WITH CBC 1704.2. G.) SEE NOTE 6-1 DFOR SILL AND ANCHOR BOLT SPECIFICATIONS. CORRECT, NOR DOES IT INFER THAT THEY SUPERCEDE THE STRUCTURAL DRAWINGS.ON CENTER OR LESS SHALL BE 3X NOMINAL U.N.O. C. MICRO -LAMS: MICRO -LAMS (LAMINATED VENEER LUMBER) SHALL HAVE F13 3100 PSI AND H.) WALL FRAMING RECEIVING NAILING AT 3' H) WALL FINISH SYSTEMS SUCH AS STUCCO SHALL BE APPLIED OVER FOAM BASE 0 , R OTHER FV = 285 PSI MIN., AND SHALL BE MANUFACTURED, APPROVED AND IDENTIFIED AS PER NER-481. PER PLANS AND DETAILS. METHOD OF ADEQUATELY ALLOWING THE FINISH TO EXPAND AND CONTRACT WITHOUT 6-6 CONNECTIONS: CRACKING. THE OWNER OR CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEFECTS IN THE D.) SILL PLATES: SILL PLATES SHALL BE PRESSURE TREATED DOUGLAS FIR WITH 1/27 DIAMETER FINISHES. ANCHOR BOLTS AND 3" X 3" X.229" PLATE WASHERS LOCATED AT 6'-0" O.C. MAX. WITH SHALL BE DRILLED 1/16" OVERSIZE. ONE BOLT LOCATED V-0" MAXIMUM FROM EACH END OF EACH PIECE. RE -TREAT CUT ENDS A.) HOLES FOR THROUGH BOLTS 1) SPECIAL INSPECTION: SPECIAL INSPECTION PER SECTION 1701 OF THE CBC SHALL BE PROVIDED WHERE REQUIRED. B.) ALL BOLTS, NUTS AND LAG SCREWS SHALL BE PROVIDED WITH FLAT OR MALLEABLE FOR THE FOLLOWING TYPES OF CONSTRUCTION: E.) FRAMING LUMBER: ALL FRAMING LUMBER SHALL BE DOUGLAS FIR LARCH AS GRADED BY THE I WASHERS WHERE BEARING AGAINST WOOD. EPDXY/MECHANICAL CONCRETE ANCHORS W.W.P.A. OR W.C.L.I.B. AND SHALL HAVE A MOISTURE CONTENT LESS THAN 19%, U.N.O. C.) ALL BOLTS AND LAG SCREWS SHALL BE TIGHTENED UPON INSTALLATION AND RE -TIGHTENED THE SPECIAL INSPECTOR SHALL BE ACCEPTABLE TO THE STRUCTURAL ENGINEER AND BUILDING 1. STUDS SHALL BE STUD GRADE OR BETTER. BEFORE CLOSING IN OR AT COMPLETION OF JOB. DEPARTMENT, SHALL BE ICBO QUALIFIED, AND THEIR EXPERIENCE SHALL BE COMMENSURATE 2. ALL POSTS SHALL BE DF -L'#1 U.N.O. WITH THIS TYPE OF PROJECT. 3. 2X AND 3X RAFTERS SHALL BE DF -L #2 U.N.O. D.) LAG SCREWS SHALL BE SCREWED, NOT DRIVEN, INTO PLACE. 4. 2X JOISTS SHALL BE DF -L #2 U.N.O. 5. CONCEALED BEAMS SHALL BE DF -L #2. SITE WORK FOUNDATIONS 6. EXPOSED BEAMS SHALL BE DF -L #1 APPEARANCE GRADE FOHC (4X6 AND LARGER). 8. ROOF FRAMING 7. ALL BEAMS 6X AND LARGER SHALL BE FREE OF HEART CENTER. 8-1 PREFABRICATED ROOF TRUSSES: A) ASSUMED MAXIMUM SOIL BEARING 1500 PSF PER CBCT ABLE 1806.2 NO SOILS REPORT COMM . ON U.N.O. WHERE EX , POSED TO WEATHER 0 RWI . THIN 18" E PROVIDED). F.) NAILS: ALL NAILS SHALL BE TRUSSES SHALL BE DESIGNED BY TH OF FOUNDATION, NAILS SHALL BE GALVANIZED. A) PREFABRICATED ROOF TRUSSES: PREFABRICATED ROOF TRUSS FABRICATOR PER THE REQUIREMENTS OF THE ARCHITECTURAL AND STRUCTURAL B) BUILDING SITE IS ASSUMED TO BE DRAINED AND FREE OF CLAY OR EXPANSIVE SOIL. ENGINEER HAS NOT MADE A GEOTECHNICAL REVIEW OF SITE, ANY OTHER CONDITIONS ENCOUNTERED G.) BOLTS AND LAG SCREWS: BOLTS AND LAG SCREWS SHALL BE ASTM A-307 U.N.C. AND DRAWINGS AND CBC 2303.4. MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER. PROVIDED NEW AND WITHOUT E I XCESSIVE RUST.B) COMPLETE CALCULATIONS I ULATIONS AND SHOP DRAWINGS INCLUDING LAYOUT, SIZE OF MEMBERS, AND LICENSED IN THE STATE OF C) THESE CALCULATIONS ASSUME STABLE, UNDISTURBED SOILS i AND LEVE I L OR STEPPED FOOTINGS. H.) ALL HARDWARE CALLED SHALL BE SIMPSON STRONG TIE CO., OR ENGINEER APPROVED CONNECTION DETAILS, STAMPED AND SIGNED BY AN ENGINEER LICE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS WITH ALL HOLES FILLED CALIFORNIA, SHALL ,BE REVIEWED BY THE ENGINEER OF RECORD PRIOR TO TRUSS FABRICATION. ANY OTHER CONDITIONS SHOULD BE BROUGHT TO THE ATTENTION OF THEE PRIOR TO EQUIVALENT, THE CONSTRUCTION OF THE FOUNDATIONS. WITH RECOMMENDED FASTENERS. USP HARDWARE MAY BE USED IN LIEU OF,SIMPSON LOADS: HARDWARE WITH WRITTEN APPROVAL FROM STRUCTURAL ENGINEER OF RECORD. ALL METAL C) TRUSS DESIGN AND FASTENERS IN CONTACT WITH PRESSURE TREATED WOOD SHALL TOP CHORD LIVE LOAD: 20 PSF REDUCIBLE D) ALL FOOTINGS INCLUDING RETAINING WALL FOOTINGS, SPREAD FOOTINGS, WALL FOOTINGS, HANGERS, CONNECTORS, A RESIST CORROSION TOP CHORD DEAD LOAD: 10 PSF AND GRADE BEAMS SHALL BEAR ON UNDISTURBED SOIL WITH A FOOTING DEPTH BELOW BE STAINLESS STEEL OR OTHERWISE CERTIFIED BY THE MANUFACTURER TO BOTTOM CHORD DEAD LOAD 8 PSF D AND/OR METALS. FROSTLINE (12" TO 24" AS PER LOCAL REQUIREMENTS). CAUSED BY THE SPECIFIC TREATMENT APPLIED TO THE WOO TOTAL LOAD 38 PSF UPLIFT LOAD AS REQUIRED BY THE 2013 CBC E) BOTTOM OF ALL FOUNDATION TRENCHES SHALL BE CLEAN AND LEVEL. 6-2 GENERAL FRAMING: BE PER 2013 CBC TABLE 2304.9.1 D) TRUSS BRIDGING SHALL BE AS REQUIRED AND SPECIFIED BY THE TRUSS FABRICATOR. F) ALL FINISHED GRADE SHALL SLOPE AT A MINIMUM SLOPE OF 5% AWAY FROM ALL A.) MINIMUM NAILING: MINIMUM NAILING SHALL FOUNDATIONS A MINIMUM OF 10 FEET HORIZONTAL. B.) LARGER I MEMBERS: ALL FRAMING MEMBERS SPECIFIED IN THESE CALCULATIONS ARE E) TRUSS MANUFACTURER SHALL OBTAIN ALL NECESSARY APPROVALS FROM THE PUBLIC AGENCIES D AT CONTRACTORS OPTION. INVOLVED IN GOVERNING CONSTRUCTION. G) FOUNDATIONS SHALL NOT BE SCALED FROM PLAN OR DETAIL DRAWINGS. MINIMUMS, LARGER MEMBERS MAY BE SUBSTITUTE, LECTIONS UNDER DESIGN H) FILL MATERIAL SHALL BE FRE . E FROM DEBRIS, VEGETATION, AND OTHER FOREIGN SUBSTANCES. C.) SHRINKAGE: CARE SHALL BE TAKEN TO ALLOW FOR EFFECTS OF SHRINKAGE WHICH COULD F) TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING MAXIMUM DEF CAUSE SETTLEMENT OF ROOF AND OR FLOORS AND COULD LEAD TO FAILURE OF ASSOCIATED LOADS: LIVE LOAD DEFLECTION L/360, TOTAL LOAD DEFLECTION = L/240 1) USE 4" DIAMETER PERFORATED PIPE SUB -DRAIN BEHIND ALL RETAINING WALLS. SLOPE PIPE FRAMING MEMBERS. THE CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO PROTECT TO DRAIN TO DAYLIGHT. FRAMING FROM THE EFFECTS OF SHRINKAGE. J. FOR FOOTINGS PLACED ON OR ADJACENT TO SLOPES, A GEOTECHNICAL ENGINEER MUST D.) ALL STRUCTURAL FRAMING MEMBER WITH EXTERIOR EXPOSURE SHALL BE PRESSURE TREATED APPROVE FOOTING PLACEMENTS IN VIOLATION OF FIGURE 1808.7.1 OF 2013 CBC. THIS OR BE OF MATERIAL THAT IS NATURALLY RESISTANCE TO DECAY. ENGINEER SHALL NOT BE LIABLE FOR ANY FOUNDATION NOT IN STRICT CONFORMANCE TO SECTION 1808 OF THE 2013 CBC. 6-3 BEAM FRAMING: K.) WHERE LOADING TO EXISTING FOUNDATIONS IS NOT SUBSTANTIALLY INCREASED OR MODIFIED, A.) BUILT UP BEAMS: ALL BUILT UP, LAMINATED DOUBLE'OR MULTIPLE 2X JOISTS AND BEAMS NO DESIGN RECOMMENDATIONS HAVE BEEN MADE FOR THE SUITABILITY OF THE EXISTING SHALL BE NAILED TOGETHER WITH 16d NAILS AT 6" O.C., T&B U.N.O. FOUNDATIONS. ONLY THOSE FOUNDATIONS WHERE LOADS HAVE BEEN ADDED BY A SECOND B.) DOUBLE JOISTS: PROVIDE DOUBLE FLOOR R JOISTS UNDER PARTITION WALLS RUNNING PARALLEL STORY HAVE BEEN INCLUDED IN THE DESIGN. THE OWNER SHALL BE ADVISED THAT EXISTING FOUNDATIONS MAY NOT BE STRUCTURALLY ADEQUATE AND SETTLEMENT, CRACKING, AND TO JOIST SPAN AND UNDER ALL LOCATIONS WHERE TUBS MAY BE LOCATED. ADEQUATE OTHER PROBLEMS ASSOCIATED WITH EXISTING FOUNDATIONS ARE BEYOND THE SCOPE OF THIS SUPPORT SHALL BE PROVIDED FOR ALL OTHER EQUIPMENT OR FURNISHINGS WHICH DESIGN. IF REVIEW OF THE EXISTING FOUNDATIONS IS REQUIRED, A'GEOTECHNICAL ENGINEER MAY NOT BE SHOWN ON THE STRUCTURAL DRAWINGS INCLUDING BUT I NOT LIMITED TO: HOT SHOULD BE CONTACTED TO DETERMINE THE EXTENT AND ADEQUACY OF THE EXISTING, WATER HEATER, STOVE, REFRIGERATOR, OVEN, FIRE PLACE ENCLOSURES, WOOD BURNING UN -MODIFIED PORTIONS OF THE FOUNDATIONS. STOVE, ETCETERA. C.) BLOCKING: PROVIDE SOLID BLOCKING IN JOIST FRAMING ABOVE ALL SUPPORTS 3. CONCRETE REINFORCING A) CONCRETE SHALL HAVE A MINIMUM 28 DAY STRENGTH OF 2,500 PSI U.N.O. C) ALL CEMENT USED SHALL CONFORM TO ASTM C-150 AND SHALL BE TYPE 11 OR TYPE III LOW ALKALI. D) AGGREGATE SHALL CONFORM TO ASTM C-33 AND SHALL NOT CONTAIN MATERIALS WHICH ARE ALKALI REACTIVE AS DETERMINED BY ASTM C-227, 289, AND 295. IF TEST DATA IS 1: UNAVAILABLE IN REGARDS TO ALKALI REACTIVE MATERIALS, PROVIDE CEMENT WITH A MAXIMUM ALKALI CONTENT LESS THAN 0.45% BY WEIGHT. E) CONCRETE EXPOSED TO FREEZING OR THAWING SHALL BE PROTECTED IN ACCORDANCE TO THE LATEST EDITION OF THE ACI 318. F) SLABS ON GRADE SHALL BE PER THE CONTRACTOR. SUMMIT STRUCTURAL DESIGN RECOMMENDS THE FOLLOWING AS A MINIMUM SLAB -ON -GRADE: AT GARAGE SLABS, USE 4" THICK S.O.G. WITH #3 BARS AT 15" O.C. EACH WAY ABOVE MID -DEPTH OF SLAB OVER 2" SAND, OVER MOISTURE BARRIER, OVER 4" AGGREGATE BASE. USE 3-1/2" SLAB WITH #3 AT 15" E.W. ABOVE MID -DEPTH OF SLAB, OR 6X6 WWF ABOVE MID -DEPTH OF SLAB WITH SAME SUB -SLAB BUILDUP AT ALL OTHER AREAS. G) SAW -CUT TOP 3/4" OF SLAB FOR CRACK CONTROL AT INTERVALS NOT TO EXCEED 101-01, WHERE SLAB IS REINFORCED, SAW CUT AT INTERVALS NOT TO EXCEED 7-4- WHERE SLAB IS UN -REINFORCED. ............ . ..... ------ ------- 7`77'lil DESIGN LOADS PERMIT# A b2, Pi r—r -,- ­)lj�!T Y �L )P;;ENT SERVICES RF", V I Ev'v E Dl F. 0 R CODE COMPLIANCE DATE � - � - It r y REVIEWED FOR CODE COMPLIANCE AUG 0 1 2016 TR13 AND ASSOCIATES TH! S' FGR E S S O/V, 75")881 0/18 c I V Ca, 7/20/16 F:WE BEEN RMEIVED 11-WICE OtAY WITH T1 'iE HF) STRUCTURAL 1ALCAATI0NS Ile Ri,- Lhdo Ave. e 200 -,A 95923 0 3 :92.4407 . -1 rr; chicox o m < la� U-1 C. Lu LLJ LU 1> Al 6/' NT BY: RK 16 136 (7 i I Nt BEEN DESIGNED FOR THE FOLLOWING CRITERIA PER CBC CHAPTER 16, A) THE STRUCTURE HAS DIVISIONS 1, 11, 111) AND IV U.N.O.: B) SEISMIC: SEISMIC IMPORTANCE FACTOR: 1 MAPPED SPECTAL RESPONSE ACCELERATIONS: Ss = 0.577, Sl = 0.264 SEISMIC SITE CLASS: D SPECTRAL RESPONSE COEFFICIENTS: SDS = 0.515, SD1 = 0.330, Cs = 0.08 SEISMIC DESIGN CATEGORY: D BASIC SEISMIC -FORCE -RESISTING SYSTEM: LIGHT FRAMED SHEAR WALLS SEISMIC BASE SHEAR: 5.6 KIPS RESPONSE MODIFICATION FACTOR: R = 6.5 ANALYSIS PROCEDURE USED: EQUIVALENT STATIC FORCE PROCEDURE C) WIND: WIND SPEED: 110 MPH WIND EXPOSURE: C D) LIVE LOADS:' ROOF 20 PSF FLOOR 40 PSF ABRBEVIATION�) AB ANCHOR BOLT K KIPS ADD'L 'ADDITIONAL L LLH ANGLE LONG LEG HORIZ. ADJ ADJACENT LLV LONG LEG VERT. ALT ARCH ALTERNATE ARCHITECTURAL LONG LONGITUDINAL BLDG BUILDING LSL LONG SLOTTED HOLE LVL LAMINATED VENEER LUMBER BLKG BLOCKING MAX MAXIMUM BM BEAM MB MACHINE BOLTS BOTT (B) BOTTOM M ECH MECHANICAL BTF BEAT TO FIT MFR MANUFACTURER BTWN BETWEEN MIN MINIMUM CB CARRIAGE BOLTS misc. MISCELLANEOUS cci CONTROLJOINT MTL METAL CIP CAST -IN-PLACE CONCRETE ci CONSTRUCTION JOINT (N) NEW CLR CLEAR NS NSA NEAR SIDE NELSON STUD ANCHOR CMU CONCRETE MASONRY UNITS COL COLUMN NTS NOT TO SCALE CONC CONCRETE OC ON CENTER OUTSIDE DIAMETER CONN CONNECTION OD OH OPPOSITE HAND CONSTR CONSTRUCTION OPNG OPENING CONT CONTINUOUS OVS OVERSIZE ROUND HOLE CONTR CONTRACTOR COMPLETE PENETRATION PDF POWDER DRIVEN FASTENER CP CTR CENTER PERP PERPENDICULAR CTSK COUNTERSINK PL PLATE DBL DOUBLE PLWD PLYWOOD DF , DOUGLAS FIR P LCS PLACES PARTIAL PENETRATION DF -L DOUGLAS FIR - LARCH PP PT PRESSURE TREATED DIA DIAMETER DOUBLE JOIST P/C PRECAST CONCRETE DJ EA EACH . P/T POST -TENSIONED EF EACH FACE REINF REINFORCEMENT EL ELEVATION(DATUM) REQ'D REQUIRED ELEV ELEVATION I (VIEW) OR ELEVATOR SC SLIP CRITICAL EN EDGE NAILING SEOR STRUCTURAL ENGINEER OF EQ EQUAL RECORD ES EACH SIDE SHTG SHEATHING (E) EXISTING Sim SIMILAR EXP EXPANSION SOG SLAB -ON -GRADE EXT EXTERIOR STD STANDARD EW EACH WAY STIFF STIFFENER FF FINISH FLOOR STL STEEL FIN FINISH SQ SS SQUARE STAINLESS STEEL FJ FLOOR JOIST SwS SHEAR WALL SCHEDULE FLR FNDN FLOOR FOUNDATION SYM SYMMETRICAL FOHC FREE OF HEART CENTER T&B TOP & BOTTOM FOS FACE OF STUD TO(P) TOP OF (PLYWOOD) FS FAR SIDE TOC TOP -OF -CONCRETE FTG FOOTING TOF TOP -OF -FOOTING GA GAUGE TOS TOP -OF -STEEL GALV GALVANIZED TOW TOP -OF -WALL GLB GLUE -LAM BEAM TN TOE NAIL HDG HOT DIPPED GALVANIZED TYP TYPICAL OTHERWISE UNLESS NOTED HDR HEADER HANGER (SIMPSON) UNO VERT VERTICAL HGR HORIZ HORIZONTAL WP WORKPOINT WELDED WIRE FABRIC ID INSIDE DIAMETER WWF INT INTERIOR W/ WITH JST JOIST W/o WITHOUT JT JOINT. PERMIT# A b2, Pi r—r -,- ­)lj�!T Y �L )P;;ENT SERVICES RF", V I Ev'v E Dl F. 0 R CODE COMPLIANCE DATE � - � - It r y REVIEWED FOR CODE COMPLIANCE AUG 0 1 2016 TR13 AND ASSOCIATES TH! S' FGR E S S O/V, 75")881 0/18 c I V Ca, 7/20/16 F:WE BEEN RMEIVED 11-WICE OtAY WITH T1 'iE HF) STRUCTURAL 1ALCAATI0NS Ile Ri,- Lhdo Ave. e 200 -,A 95923 0 3 :92.4407 . -1 rr; chicox o m < la� U-1 C. Lu LLJ LU 1> Al 6/' NT BY: RK 16 136 (7 i I Nt TYPICAL HANGER SCHEDULE NOTCHING BORING FASTENER TYPE MEMBER SIZE SIMPSON HANGER TYPE AT SUPPORTING AT SUPPORTED 40% 60% MEMBER MEMBER 2X4/2X6/2X8/ LUS24/LUS26/LUS28/ 10d 10d 2X10/2X12 LUS210/LUS210 5 1/2- 1 3/8" 2 3/16" 2 3/16" 3 1 /4" F4 DBL 2X6/DBL 2X8/ HUS26-2TF/HU828-27/ 16d 16d DBL 2X10/DBL 2X12 HUS210-2TF/HUS212-2TF II II I E.N. PER SHEAR AT 3X MUDSILL USE SSTBL VERSION OF ANCHOR LISTED ABOVE. A35 AT 2'-8" O.C. RBC AT 1'-8" O.C. II I) I I 4X8/4X10/4X12 H U 48TF/H U 41 OTF/H U 412TF 16d 10d I'I II I 11 11 DOUBLE STUDS SHALL BE NAILED TOGETHER WITH 12d (DIA.=0.135") AT 6" O.C. STAGGERED. 2X MUDSILL 6X8/6X10/6X12 HU68TF/HU61 OTF/HU61 2TF 16d 16d 350 4* I I I I I I POST AS REQ'D TJI/BCI ITS I 10d NOT REQ'D LVL/PSL HGLTV 16d 16d PER SHEAR GLU-LAM HGLTV 16d 16d ,. f hl I°II NOTES: 1. PROVIDE SKEWED AND SLOPED HANGER WHERE REQUIRED. 2. PROVIDE HANGER WITH ONE OR BOTH FLANGES CONCEALED WHERE REQUIRED. 3. SEE PLANS AND DETAILS FOR HANGER AT SPECIAL CONDITION. 4. PROVIDE APPROPRIATE FASTENER AT ALL FASTENER HOLES U.N.O. 5. FASTENER SIZES: 16d=0.162" DIA. X 3 1/2" LENGTH 10d=0.148" DIA. X 3" LENGTH, 10d X 1 1/2"=0.148" DIA. X 1 1/2" LENGTH 6. PROVIDE HANGERS AND FASTENERS WITH CORROSION PROTECTION APPROPRIATE FOR CONNECTION APPLICATION AND ENVIRONMENT. TYPICAL SIMPSON HANGER SCHEDULE 12 NO SCALE S D 1 2 1/2- MAX. DEPTH FOR 2X4 PLATE 3 1/2- MAX. DEPTH FOR 2X6 PLATE 5 1/2" MAX A A N PROVIDE SIMPSON RPS22 STRAP AT EACH PLATE,TOP PLATE (2) MIN PER NOTCH-- PER 9/SD1 III. I 1 1/2" MAX, TYP. I,I WALL FRAMING PER PLAN, TYP �--PIPE AS OCCURS NOTE: DO NOT BORE HOLES OR CUT NOTCHES IN STRUCTURAL WALL PLATES GREATER THAN 1/3 THE PLATE WIDTH WITHOUT WRITTEN CONSENT FROM THE ENGINEER OF RECORD. TYPICAL TOP PLATE NOTCH DETAIL NO SCALE C NOTCHING AND BORING PERMITTED IN THIS REGION Ls C � _ STRUCTURAL WALL STUD NON-STRUCTURAL WALL STUD STUD WIDTH NOTCHING BORING NOMINAL ACTUAL 25% 40% 40% 60% 4" 3 1/2" 7/8" 1 3/8" 1 3/8" 2 1/16" 6" 5 1/2- 1 3/8" 2 3/16" 2 3/16" 3 1 /4" NOTES: 1.) STRUCTURAL WALL STUDS SHALL NOT BE NOTCHED GREATER THAN 25% 2. NON-STRUCTURAL WALL STUDS SHALL NOT BE NOTCHED GREATER THAN 40% 3. STRUCTUAL WALL STUDS SHALL NOT BE BORED GREATER THAN 40% 4. NON-STRUCTURAL WALLS MAY BE BORED UP TO 60% WHERE STUDS ARE DOUBLED AND NOT MORE THAN (2) SUCH SUCCESSIVE DOUBLED STUDS ARE SO BORED. 5.) BORED HOLES SHALL BE AT CENTERLINE OF STUD WITH GREATER THAN 5/8" OF MATERIAL FROM STUD EDGE TO HOLE EDGE. 6.) NOTCHES AND BORED HOLES SHALL NOT OCCUR AT THE SAME SECTION. TYPICAL WALL FRAMING PENETRATIONS 10 NO SCALE S D 1 ... ___......... j + i- WALL CONTINUES WHERE I ��OCCURS PER PLAN + +I (5) 16d +++ I + + + + + + ++ + PARTIAL PLAN AT TOP PLATE CORNER AND TEE DBL 2X TOP PLATE STI26 STRAP, U.N.O., PER DETAIL BELOW CENTERED ON DISCONTINUITY SOLE PLATE NAIL SPACING PER SHEAR WALL SCHEDULE, OTHERWISE 16d AT 8" SOLE PLATE NAIL O.C., TYP PER SHEAR WALL SCHEDULE, TYP t STUD DIRECTLY UNDER SPLICE, TYP.1 /2" MIN TYPICAL TOP PLATE DISCONTINUITY 1/2" MIN - - -•_ _ _ _ _� - � - FT- PER BOTTOM (5) 16d AT CORNER OR INTERSECTING WALL - RIM BELOW PLATE PER PLAN 16d SINKERS AT 16" O.C. 4'-0" MIN. LAP LENGTH TYP 16d SINKERS AT 16" O.C. PLAN (12) MIN. BETWEEN SPLICES 16d SINKERS AT 16" O.C. (12) MIN. BETWEEN SPLICES (12) MIN. BETWEEN SPLICES O LSTUD DIRECTLY DBL 2X PLY AND NAILING UNDER SPLICE, TYP. i TOP PLATE FRAMING PER PER PLAN PLAN WHERE INTERSECTING WALL OR CORNER WHERE OCCURS --I OCCURS TYPICAL TOP PLATE SPLICE TYPICAL TOP PLATE SPLICE DETAIL 9 TYPICAL RIM/BLOCK NAILING DETAIL 6 NO SCALE LSD1 NO SCALE S D1 _ _.. .. _......... _. _ _.._ _ ____ .._...._....__ ,.... .._...___..r _... ..._.__......_. _. _._....... _ .. . TOP PLATE PER 9/SD1 3" CL 3" 3" FTG TYPE PER P -T THICKNESS R A FORCE WITH #4 i" O.C. E.W. TYPICAL SPREAD FOOTING SCHEDULE NO SCALE SHEAR PLY AND NAILING PER PLAN HOLDOWN AND POST PER SCHEDULE EN o CONTINUOUS WALL I I WHERE OCCURS-� � I N k ;�I Z--k-lt - PARTIAL PLAN SHEAR PLY AND NAILING PER PLAN FOOTING SCHEDULE , FOOTING TYPE DIMENSION A DIMENSION B, U.N.O. THICKNESS, U.N.O. F1.5 1'-6" 1'-6" 12" F2 2'-0" 2'-0" 12" F2.5 2'-6" 2'-6" 12" F3 3'-0" 3'-0" 12" F3.5 3'-6" 3'-6" 12" F4 4'-0" 4'-0" 12" TYPICAL SPREAD FOOTING SCHEDULE NO SCALE SHEAR PLY AND NAILING PER PLAN HOLDOWN AND POST PER SCHEDULE EN o CONTINUOUS WALL I I WHERE OCCURS-� � I N k ;�I Z--k-lt - PARTIAL PLAN SHEAR PLY AND NAILING PER PLAN 6/SD1, TYP- STUD WALL ELEVATION KEY . O , 114)11 TRIMMERS PER SCHEDULE 1 O TYP • 'I 16 1 A35 CLIP AT EACH SIDE OF POSTS AND MULTIPLE KING STUDS. USE A34 AT 4X WALLS loll ' Q 11 © '" (R POST PER PLAN WHERE OCCURS S REQ'D. BY I II I I II II 6/SD1, TYP- STUD WALL ELEVATION KEY ® HEADER PER PLAN ® TRIMMERS PER SCHEDULE © KING STUDS PER SCHEDULE UP TO 12'-0" (2) A35 CLIP AT EACH SIDE OF POSTS AND MULTIPLE KING STUDS. USE A34 AT 4X WALLS Q BLOCK AT ALL SHEATHING SPLICES, AND AT 10'-0" MAX UNBRACED STUD LENGTH Q NAIL MULTIPLE TRIMMERS/KING STUDS TOGETHER WITH 16d AT 12" O.C. STAGGERED © STUD PER PLAN DF#2 AT 16" O.C. U.N.O. (R POST PER PLAN WHERE OCCURS S D 1 NO SCALE TOP PLATE PER 9/SD1 ca PROVIDE PANELS A MFR., 1 /8 BLOCK AT AL TYPICAL CORNER HOLDOWN DETAIL NO SCALE S D 1 16" MAX SPACING - SOLE PLATT FASTENING SHEAR WAL 2X4 WALL OPENING SCHEDULE (U.N.O. ON PLAN) (110 MPH, EXPOSURE C) OPENING WIDTH TRIMMER/S KING STUD/S UP TO 3'-0" (1) (1) UP TO 6'-0" (2) (1) UP TO 12'-0" (2) (2) NOTE: SEE DETAIL 10/SD1 FOR TYPICAL WALL FRAMING PENETRATIONS. 5 SDI (5) 16d NAILS AT LAPPED CORNERS. TYP-. L SIMPSON" HOLDOWN MODEL NUMBER MINIMUM HOLDOWN POST SIZE DISTANCE FROM CENTER OF CONCRETE ANCHOR TO FACE OF POST CONCRETE ANCHOR TYPE HOLDOWN FASTENERS AT POST MINIMUM STEM WALL WIDTH -_--,-._- TWO POUR CONDITION HDU2 DBL 2X 1 5/16" GAP BETWEEN I 1.1 I.I F.N. PER SHEAR 6" HDU4 S REQ'D. BY I II I I II II WALL SCHED. I SSTB24 " 10 SCREWS " MIN. _ II I) (PLF) A � II II I E.N. PER SHEAR AT 3X MUDSILL USE SSTBL VERSION OF ANCHOR LISTED ABOVE. A35 AT 2'-8" O.C. RBC AT 1'-8" O.C. II I) I I WALL SCHED. 75% NAIL DIA) TO AVOID SPLITTING WALL ELEMENTS. SEE DETAIL 6/SD1 FOR MORE INFO. AS REQ'D. I I'I II I 11 11 DOUBLE STUDS SHALL BE NAILED TOGETHER WITH 12d (DIA.=0.135") AT 6" O.C. STAGGERED. 2X MUDSILL EDGES, TYP. I I I I COMPRESSION A35 AT V-8" O.C. RBC AT 1'-2" O.C. 350 4* I I I I I I POST AS REQ'D SHEAR PLY PER HD SCHED. TYPICAL HOLDOWN SCHEDULE NO SCALE S D Z - PER SHEAR WALL SCHED.---,,,,I NO SCALE �Dl ,. I hl I°II _.. 3TUD I°I II I I II II I II LI � I I 11 I II II I I H.D. PER II II L SCHED. i.l I LI LI I II II I PER I I SCHED •Ij I II II _T==% II I I II I II ° REVIEWED' PERMIT #__--� DEVELOPMENT SERVICES DEVE i ii II II II II BUTTE co FOR CODE COMPLIANCE' REVIEWED FOR SILL PLATE AND A.B. COUPLER NUT SIZE/SPACING PER SCHED. AS REQUIRED CODE COMPLIANCE FOUNDATION PER PLAN-'-- MAX NOTE: STUD SPACING = 16" O.C., U.N.O. CORNER WHERE OCCURS TYP SHEAR WALL ELEVATION 4 NO SCALE SD1, _._.__.__._..._.. _ ._._._.. _,.. __..v_._. .. ._ .._. _........ ........:. _ �.,� ,.�,......,... Y I ! AT EXISTING FOUNDATIONS AND AT MISSED AB PROVIDE 1/2" '5688 , DIAMETER TITEN HD AT REQUIRED SPACING WITH 4" EMBED, 1 3/4" ! E�30/i8 / MINIMUM EDGE DISTANCE, 8" MINIMUM END DISTANCE, AND 8" b MINIMUM SPACING. LOCATE AND AVOID ALL REINFORCING PRIOR TO C V I DRILLING. INSTALL PER MANUFACTURER'S RECOMMENDATIONS 4'-0" MAX AT (3) STORY AND TALLER -'/20/16 12" MAX 6'-0" MAX AT 1 AND 2 STORY THI HWE BEEN REVIFIIED 5" MIN PT DF -L :)U VICE ONLY',VITA THE (SEE SHEAR WALL SCHED.) SILL c.cl E� sTRucTUR.A �ALCULA.TICNS ( II 7" MIN PLATE WASHER L1 3" X 3" X .229" TYP-/ MASA/MASAP ANCHOR OPTION PER NOTE 4 1/2" DIA AB WITH.��-'" 2" HOOK, TYP \-FNDN PER PLAN GENERAL NOTES: 1.) SILL PLATE SHALL BE 2X PT DF -L UNLESS NOTED OTHERWISE IN SHEAR WALL SCHEDULE., `* 2. PROVIDE 2 BOLTS MIN PER SILL PLATE. 3.) DIAGONALLY SLOTTED PLATE WASHERS WITH A MAXIMUM SLOT LENGTH OF 1 3/4" MAY BE 3 Ric Ludo Ave. USED WHEN A STANDARD CUT WASHER IS ADDED BETWEEN THE PLATE WASHER AND NUT. 3ite200 c CA 95926 4.) CONTACT SUMMIT STRUCTURAL DESIGN FOR MASA/MASAP ANCHOR OPTION IN LIEU OF 30.592.4407 ANCHOR BOLTS. •m•.ii'Chico.c�m 5.) AT SHEAR WALLS, PLATE WASHER MUST BE LOCATED 1/2" OR LESS FROM THE INSIDE FACE OF SHEATHING. w.,.....-,. ..,._ _.��.�..�..__..�.- ..� TYPICAL FNDN ANCHOR BOLT DETAIL 3 NO SCALE �Dl _._..... ___ .._.....,. ,,_...... _........ M..... - j , T O I- HOLDOWN SCHEDULE (*SEE ALL NOTES BELOW*) SIMPSON" HOLDOWN MODEL NUMBER MINIMUM HOLDOWN POST SIZE DISTANCE FROM CENTER OF CONCRETE ANCHOR TO FACE OF POST CONCRETE ANCHOR TYPE HOLDOWN FASTENERS AT POST MINIMUM STEM WALL WIDTH SINGLE POUR CONDITION TWO POUR CONDITION HDU2 DBL 2X 1 5/16" SST816 `: / : SSTB20 6 SCREWS 6" HDU4 DBL 2X 1 5/16 SSTB20 SSTB24 " 10 SCREWS 6" STRUCTURAL SHEAR WALL TYPE "N" FOR A MINIMUM SHEAR WALL LEGEND i SHEAR WALL SCHEDULE - 3/8" THICK SHEATHING AND 16" O.C. STUD SPACING (*SEE ALL NOTES BELOW*) SHEAR MUDSILL THICKNESS SOLE PLATE PANEL EDGE PANEL FIELD W ALLOW. 0 AND 1/2" DIAMETER STRUCTURAL SHEAR WALL TYPE "N" FOR A MINIMUM SHEAR WALL LEGEND o SHEAR WALL SCHEDULE - 3/8" THICK SHEATHING AND 16" O.C. STUD SPACING (*SEE ALL NOTES BELOW*) SHEAR MUDSILL THICKNESS SOLE PLATE PANEL EDGE PANEL FIELD GENERAL NOTES: ALLOW. W AND 1/2" DIAMETER NAIL SIZE NAIL SIZE NAIL SIZE A35 AND RBC LOAD 1.) HOLDOWNS SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. +_ AND SPACING _ CLIP SPACING (PLF) A � -j-- 2.) AT 3X MUDSILL USE SSTBL VERSION OF ANCHOR LISTED ABOVE. A35 AT 2'-8" O.C. RBC AT 1'-8" O.C. W .� AB 0 3'-9" O.C. 75% NAIL DIA) TO AVOID SPLITTING WALL ELEMENTS. SEE DETAIL 6/SD1 FOR MORE INFO. 3.) DOUBLE STUDS SHALL BE NAILED TOGETHER WITH 12d (DIA.=0.135") AT 6" O.C. STAGGERED. 2X MUDSILL 12d 0 5" O.C. -I 8d ® 12" O.C. A35 AT V-8" O.C. RBC AT 1'-2" O.C. 350 4* AB 0 2'-9" O.C. TYPICAL HOLDOWN SCHEDULE NO SCALE S D Z ,.�.._ NO SCALE �Dl ,. _.. •Ij ° REVIEWED' PERMIT #__--� DEVELOPMENT SERVICES DEVE BUTTE co FOR CODE COMPLIANCE' REVIEWED FOR CODE COMPLIANCE t/2 -AUG 0 1 2016 • /�• 1 fJ BY__L_--� DAT TRB AND ASSOCIATES STRUCTURAL SHEAR WALL TYPE "N" FOR A MINIMUM SHEAR WALL LEGEND N L=X' -Y" LENGTH OF X' -Y" PER SCHEDULE BELOW. SHEAR WALL SCHEDULE - 3/8" THICK SHEATHING AND 16" O.C. STUD SPACING (*SEE ALL NOTES BELOW*) SHEAR MUDSILL THICKNESS SOLE PLATE PANEL EDGE PANEL FIELD "SIMPSON" ALLOW. WALL AND 1/2" DIAMETER NAIL SIZE NAIL SIZE NAIL SIZE A35 AND RBC LOAD TYPE ANCHOR BOLT SPACING AND SPACING AND SPACING AND SPACING CLIP SPACING (PLF) A 2X MUDSILL 12d 0 7" O.C. 8d ® 6" O.C. 8d ® 12" O.C. A35 AT 2'-8" O.C. RBC AT 1'-8" O.C. 260 D-; E, AB 0 3'-9" O.C. 75% NAIL DIA) TO AVOID SPLITTING WALL ELEMENTS. SEE DETAIL 6/SD1 FOR MORE INFO. 4.) ALLOWABLE LOADS MAY BE MULTIPLIED BY 1.4 WHERE WIND LOADS GOVERN. 2X MUDSILL 12d 0 5" O.C. 8d 0 4" O.C. 8d ® 12" O.C. A35 AT V-8" O.C. RBC AT 1'-2" O.C. 350 4* AB 0 2'-9" O.C. GENERAL NOTES: 1.) WALL FRAMING: USE 2X OR WIDER DF -L STUDS (PER PLAN), SOLE PLATE, TOP PLATES, AND BLOCKING. USE PT DF -L MUDSILL PER SCHEDULE ABOVE. BLOCK ALL PANEL EDGES. 2.) SHEATHING: USE APA RATED (32/16 SPAN RATING) SHEATHING UNLESS NOTED OTHERWISE. EDGE NAIL I D `'`, 6�" S;'15 PANELS AT ALL EDGES, TOP PLATES, SOLE PLATE, MUDSILL, POSTS, AND HOLDOWN COMPRESSION POSTS/STUDS. 12 NT- -. 3.) NAIL SIZES: 8d: 2 1/2" X 0.131" DIAMETER COMMON, OR 2 1/2" X 0.113" DIAMETER HDG BOX, S;=.; 12d: 3 1/8" X 0.135" DIAMETER SINKER, 20d: 4" X 0.192" DIAMETER COMMON. - - - - -- - - DO NOT OVERDRIVE NAILS. STAGGER SOLE FASTENING AND PRE -DRILL PILOT HOLES (M^.AX D-; E, RK ; 75% NAIL DIA) TO AVOID SPLITTING WALL ELEMENTS. SEE DETAIL 6/SD1 FOR MORE INFO. 4.) ALLOWABLE LOADS MAY BE MULTIPLIED BY 1.4 WHERE WIND LOADS GOVERN. Jci 16-2' S }.� TYPICAL SHEAR WALL SCHEDULE NO SCALE S D Z ,.�.._ FASTENING SCHEDULE (TABLE 2304.9.1) CONNECTION FASTENING~" LOCATION 1. JOIST TO SILL OR GIRDER 3 - 8d COMMON (2 1/2" X 0.131") 3 - 3" X 0.131" NAILS TOE NAIL 3 - 3" 14 GA. STAPLES 2. BRIDGING TO JOIST 2 - 8d COMMON (2 1/2" X 0.131") 2 - 3" X 0.131" NAILS TOE NAIL EACH END 2 - 3" 14 GA. STAPLES 3. 1" X 6" SUBFLOOR OR LESS TO EACH JOIST 2 - 8d COMMON (2 1/2" X 0.131") FACE NAIL 4. WIDER THAN 1" X 6" SUBFLOOR TO EACH JOIST 3 - 8d COMMON (2 1/2" X 0.131") FACE NAIL 5. 2" SUBFLOOR TO JOIST OR GIRDER 2 - 16d COMMON (3 1/2" X 0.162") BLIND AND FACE NAIL 6. SOLE PLATE TO JOIST OR BLOCKING 16d (3 1/2" X 0.135") AT 16" O.C. 3" X 0.131" NAILS AT 8" O.C. TYPICAL FACE NAIL 3" 14 GA. STAPLES AT 12" O.C. SOLE PLATE TO JOIST OR BLOCKING AT 3 - 16d (3 1/2" X 0.135") AT 16" O.C. 4 - 3" X 0.131" NAILS AT 16" O.C. BRACED WALL PANELS BRACED WALL PANEL 4 - 3" 14 GA. STAPLES PER 16" 7. TOP PLATE TO STUD 2 - 16d COMMON (3 1/2" X 0.162") 3 - 3" X 0.131" NAILS END NAIL 3 - 3" 14 GA. STAPLES 8. STUD TO SOLE PLATE 4 - 8d COMMON (2 1/2" X 0.131") 4 - 3" X 0.131" NAILS AT 8" O.C. TOE NAIL 3 - 3" 14 GA. STAPLES AT 12" O.C. 2 - 16d COMMON (3 1/2" X 0.162') END NAIL 3-3"X0.131"NAILS 3 - 3" 14 GA. STAPLES 9. DOUBLE STUDS 16d (3 1/2" X 0.135") AT 24" O.C. 3" X 0.131" NAIL AT 8" O.C. FACE NAIL 3" 14 GA. STAPLE AT 8" O.C. 10. DOUBLE TOP PLATES 16d (3 1/2" X 0.135") AT 16" O.C. 3" X 0.131" NAIL AT 12" O.C. TYPICAL FACE NAIL 3" 14 GA. STAPLE AT 12" O.C. DOUBLE TOP PLATES 8 - 16d COMMON (3 1/2" X 0.162") LAP SPLICE 12 - 3" X 0.131" NAILS 12 - 3" 14 GA. STAPLES 11. BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE 3 - 8d COMMON (2 1/2" X 0.131") 3-3"X0.131"NAILS TOE NAIL 3 - 3" 14 GA. STAPLES 12. RIM JOIST TO TOP PLATE 8d (2 1/2" X 0.131") AT 6" O.C. 3" X 0.131" NAIL AT 6" O.C. TOE NAIL 3" 14 GA. STAPLE AT 6" O.C. 13. TOP PLATES, LAPS AND INTERSECTIONS 2 - 16d COMMON (3 1/2" X 0.162") 3 - 3" X 0.131" NAILS FACE NAIL 3 - 3" 14 GA. STAPLES ..14 CONTINUOUS HEADER TWO PIECES ................_._~_...._..._...._..._.. 62 16d COMMON (3 1/2*X,.,,..._ 01...,..� ....,,..._......._,.......~~~~.... 16 D.C.LONG EDGE 15. CEILING JOISTS TO PLATE 3 - 8d COMMON (2 1/2" X 0.131") 5 - 3" X 0.131" NAILS TOE NAIL 5 - 3" 14 GA. STAPLES 16. CONTINUOUS HEADER TO STUD 4 - 8d COMMON (2 1/2" X 0.131") TOE NAIL 17. CEILING JOISTS, LAPS OVER PARTITIONS 3 - 16d COMMON (3 1/2" X 0.162") MIN, TABLE 2308.10.4.1 4 - 3" X 0.131" NAILS FACE NAIL 4 - 3" 14 GA. STAPLES 18. CEILING JOISTS TO PARALLEL RAFTERS 3 - 16d COMMON (3 1/2" X 0.162") MIN, TABLE 2308.10.4.1 4 - 3" X 0.131" NAILS FACE NAIL 4 - 3" 14 GA. STAPLES 19. RAFTER TO PLATE 3 - 8d COMMON (2 1/2" X 0.131") 5 - 3" X 0.131" NAILS TOE NAIL 5 - 3" 14 GA. STAPLES 20. 1" DIAGONAL BRACE TO EACH STUD AND PLATE 2 - 8d COMMON (2 1/2" X 0.131") 2 - 3" X 0.131" NAILS FACE NAIL 3 - 3" 14 GA. STAPLES 21. 1" X 8" SHEATHING TO EACH BEARING 3 - 8d COMMON (2 1/2" X 0.131") FACE NAIL 22. WIDER THAN 1" X 8" SHEATHING TO EACH BEARING 3 - 8d COMMON (2 1/2" X 0.131") FACE NAIL 23. BUILT-UP CORNER STUDS 16d COMMON (3 1/2" X 0.162") 24" O.C. 3" X 0.131" NAILS 16" O.C. 3" 14 GA. STAPLES 16" O.C. 24. BUILT-UP GIRDER AND BEAMS 20d COMMON (4" X 0.192") AT 32" O.C. FACE NAIL AT TOP AND 3" X 0.131" NAILS AT 24" O.C. BOTTOMSTAGGERED ON 3" 14 GA. STAPLES AT 24" O.C. OPPOSITE ENDS 2 - 20d COMMON (4" X 0.192") FACE NAIL AT ENDS AND 3 - 3" X 0.131" NAILS AT EACH SPLICE 3 - 3" 14 GA. STAPLES 25. 2" PLANKS 16d COMMON (3 1/2" X 0.162") AT EACH BEARING 26. COLLAR TiE TO RAFTER 3 - 10d COMMON (3" X 0.148") 4 - 3" X 0.131" NAILS FACE NAIL 4 - 3" 14 GA. STAPLES 27. JACK RAFTER TO HIP 3 - 10d COMMON (3" X 0.148") 4 - 3" X 0.131" NAILS TOE NAIL 4 - 3" 14 GA. STAPLES 2 - 16d COMMON (3 1/2" X 0.162") FACE NAIL 3-3"X0.131"NAILS 3 - 3" 14 GA. STAPLES 28. ROOF RAFTER TO 2X RIDGE BEAM 2 - 16d COMMON (3 1/2" X 0.162") 3 - 3" X 0.131" NAILS TOE NAIL 3 - 3" 14 GA. STAPLES 2 - 16d COMMON (3 1/2" X 0.162") FACE NAIL 3 - 3" X 0.131" NAILS 3 - 3" 14 GA. STAPLES JOIST TO BAND_. JOIST _............ ._..,.. .............. .._........... .3 - 16d COMMON (3 1/2"..X 0.162`)...... .... . 4 - 3" X 0.131" NAILS FACE NAIL 4 - 3" 14 GA. STAPLES 30. LEDGER STRIP 3 - 16d COMMON (3 1/2" X 0.162") 4 - 3" X 0.131" NAILS FACE NAIL 4 - 3" 14 GA. STAPLES 31. WOOD STRUCTURAL PANELS AND PARTICLE BOARD! 1/2" AND LESS 60 SUBFLOOR, ROOF AND WALL SHEATHING (TO FRAMING) 2 3/8" X 0.113" NAIL" 19/32" TO 3/4" 8d OR 6d• 2 3/8" X 0.113" NAIL' 7/8" TO 1" 8d" SINGLE FLOOR (COMBINATION SUBFLOOR-UNDERLAYMENT 1 1/8" TO 1 1/4" 10c? OR Sd' TO FRAMING) 3/4" AND LESS 6d• 7/8" TO 1" 8d• 1 1/8' TO 1 1/4- 10d' OR 8d• 32. PANEL SIDING (TO FRAMING) 1/2" AND LESS 6d' 5/8" 8d' 33. FIBERBOARD SHEATHING' 1/2" No. 11 GAGE ROOFING NAIL' 6d COMMON NAIL (2" X 0.113") No. 16 GAGE STAPLE' 25/32" No. 11 GAGE ROOFING NAIL' 8d COMMON NAIL (2 1/2" X 0.131") No. i6 GAGE STAPLE' 34. INTERIOR PANELING 1/4" 4d' 3/8" 6d• BEAM PER 1 NOTCH BEAM AT PERPENDICULAR PLATES, WHERE OCCURS LSTA18 E.S., UNO: NOTES: 1. ANY DISCREPANCIES BETWEEN EXISTING FRAMING SHOWN AND FIELD CONDITION SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD. 2. BRACE FRAMING AS REQUIRED DURING CONSTRUCTION. MSTA24 STRAP AT PARALLEL TOP PLATE, UNO PROVIDE GAP BETWEEN PANELS TOP PLATE AS REQ'D. BY MFR., 1/8" MIN. PER 9/SDi FLOOR PLY AND (E) FLOOR PLY E.N. [/E. N. NAILING PER PLAN (E) FLOOR JOIST PER FJ PER PLAN PLAN EITHER DIR. WITH LUS HGR (2) 16d NAILS, TYP WALL FRAMING PER PLAN (TRIMMER/S POST PER PLAN TYPICAL TOP PLATE -BEAM DETAIL NO SCALE FRAMING PER PLAN 9 SD2 BLOCK SOLID AT HD'S, POSTS, AND MULTIPLE STUD SOLE NAILING PER 6/SD1 PLYWOOD AND NAILING PER PLAN PT DF SILL AND I FLOOR JOISTS PER AB PER 3/SD1+I �i i PLAN LAP 6" ON CENTERLINE OF GIRDER I..j I T WITH (4) 16d CLINCHED 2X BLOCK 18" MIN. • \A35 CLIP SPACING PER SWS, OTHERWISE 4'-0" O.C. 6" MIN. -�- 11 #4 AT 24 O.C. VERT, =I #4 AT 18" O.C. HOR, N WHERE STEMWALL HEIGHT > 1'-6" 8" 3" CLR. _ 12- #4 CONT. TOP AND BOT. SPREAD FOOTING PER PLAN WHERE OCCURS TYPICAL FOUNDATION DETAIL $ NO SCALE SOLE NAILING PER 6/SD1 PLYWOOD AND NAILING PER PLAN FLOOR JOIST/BLK'G PER PLAN SEE 1/SD2 FOR ADD'L INFO a. common or oox nags are permittea to oe usea except wnere otnerwise stuteu. b. Nails spaced at 6 inches on center at edges, 12 Inches at intermediate supports except 6 inches at supports where spans are 48 inches or more. For nailing of wood structural panel and particleboard diaphragms and shear walls, refer to Section 2305. Nails for wall sheathing are permitted to be common, box or casing. FOUNDATION SILL AND c. Common or deformed shank (6d - 2" x 0.113"; 8d - 2 1/2" x 0.131"; 10d - 3" x 0.148") ' ' d. common (6d - 2" x 0.113"; 8d - 2 1/2" x 0.131"; 10d - 3" x 0.146") ANCHORS PER 1/SD2 e. Deformed shank (6d - 2" x 0.113"; 8d - 2 1/2" x 0.131"; 10d - 3" x 0.148") f. Corrosion -resistant siding (6d - 1 7/8" x 0.106"; 8d - 2 3/8" x 0.128") or casing (6d - 2" x .099"; 8d - 2 1/2" x 0.113") nail g. Fasteners spaced 3 inches on center at exterior ridges and 6 inches on center at intermediate supports, when used as structural sheathing. Spacing shall be 6 Inches on center on the edges and 12 inches on center at intermediate supports for nonstructural applications. h. Corrosion -resistant roofing nails with 7/16 inch diameter head and 1 1/8 inch length for 1/2 inch sheathing and 1 3/4 inch length for 25/32 sheathing. i. Corrosion -resistant staples with nominal 7/16 Inch crown and 1 1/8 inch length for 1/2 inch sheathing and 1 1/2 inch length for 25/32 sheathing. Panel supports at 16 inches (20 inches if strength axis in the long direction of the panel, unless otherwise marked). J. Casing (1 1/2" x 0.080") or finish (1 1/2" x 0.072") nails spaced 6 inches on panel edges, 12 inches at intermediate supports. k. Panel supports at 24 inches. Casing or finish nails spaced 6 inches on panel edges, 12 inches at intermediate supports. I. For roof sheathing applications, 8d nails (2 1/2" x 0.113") are the minimum required for wood structural panels. m. Staples shall have a minimum crown width of 7/16 inch. n. For roof sheathing applications, fasteners spaced 4 inches on center at edges, 8 inches at Intermediate supports. o. Fasteners spaced 4 inches on center at edges, 8 inches at intermediate supports for subfloor and wall sheathing and 3 inches on center at edges, 6 inches at intermediate supports of roof sheathing. p. Fasteners spaced 4 inches on center at edges, 8 inches at intermediate supports. TYPICAL FASTENING SCHEDULE 10 NO SCALE SD2 SD2 (E) 2X RIM 2X LEDGER WITH (2) 1/4" DIA. SDS WITH 1 1/2" EMBED IN (E) RIM AT 12" O.C. (E) FNDN TYPICAL (N) TO (E) FLR FRAMING DETAIL 6 NO SCALE SD2 FNDN PER DO NOT LOCATE ACCESS OPENING BELOW WALL POSTS 4X6 DF#2 AT OPENING 24" X 18" WITH LUS HGR UNDER FLOOR ACCESS I FJ PER PLAN 3 1 s Cn OFFSET BEND, TYP. BARS TO MATCH CONT. REINF. V-6" 5'-0" 1'-6" TYPICAL UNDER FLOOR ACCESS DETAIL NO SCALE 2'-6", TYP. 5 SD2 WALL FRAMING PER PLAN -SHEAR PER PLAN 1/2" ISOLATION JOINT, POST PER PLAN 2X DECKING BY OTHERS TYP WHERE SOG OCCURS WITH (2) SCREWS AT POST BASE PER PLAN E. N., TYP EACH DECK JOIST FIN. GRADE OR SOG WHERE OCCURS #3 HOOPS AT 6" O.C. PER ARCH \ 12" (4) X12" PEDESTAL MIN. I' P.T. DECK JOIST PER PLAN WITH PER ARCH, 8" MIN. #4 VERT. ` LUS HGR. 2X CONT. PT LEDGER E.N., WITH (2) 1/4" DIA. TYP SDS SCREWS AT 16" REINF. PER PLAN/SCHED. x O.C. WITH 1 1/2 - EMBED /2"EMBED IN 2X RIM NOTES: 1.) WATERPROOFING, FLASHING, AND DRAINAGE BY OTHERS. 2.) WEATHER TREATMENT AND CORROSION PROTECTION BY OTHERS. 3.) SEE 1/SD2 FOR ADDITIONAL INFORMATION. DECK LEDGER DETAIL NO SCALE SD2 3" CLR DIM PER PLAN SCHED. FOOTING DETAIL 4 NO SCALE �SD2 C 0 vo.. 75688' NOTE: SPECIAL INSPECTION REQUIRED FOR EPDXY ANCHORS. E/. / 0/18 (3) #4 X 3'-0" DOWELS WITH 7/20/16 6" EMBED IN SIMPSON ET CORNER WHERE OCCURSIT LOCATE AND AVOID ALL ¢ T ",JS I{AVE BEEN /IEv1ED (E REINF. PRIOR TO DRILLING )N "! IA'JCE ONLY V%171 H T iE TT",.CHEDSTRUCTI AL (E) FOUNDATION CALCULATIONS AS OCCURS I (N) FTG PER PLAN - EQ I i - EQ , ! I 33-.. Rio ,-indo Avc. r sullte 200 F co, CA 9592 (2) #3 TIES =3. 30.502.440 SI r1;,' Chico.cc-n J TYPICAL NEW FTG TO EXISTING FTG DETAIL 3 NO SCALE S 2 _..._._...._... . .....,..._.. ....._ ....~......... t i A x ' K s f FLOOR PLY AND NAILING PER PLAN LOOR JOISTS PER PLAN LAP - - 6" ON CENTERLINE OF GIRDER SOLID BLOCK WITH (4) 16d CLINCHED + + + + GIRDER PER PLAN WITH 3 8d TOENAILS PER FJ ' f" - BC POST CAP AT POSTS ) --- _ ) 4X6 POST WITH (4) -- Q 16d TOENAILS TO PIER Z _r J "WETSET" PRECAST CONC. PIER, L w 00 ./ s OR CONCRETE FILLED CMU BLOCK a , , <00 r: ___ ...... _1 1 LU =1 I 1= I = o LLJ PER PLAN �.,,. -- I r'Y' L... U -i rl y 1`'/1 N , TYPICAL INTERIOR FOUNDATION DETAIL 2 -' :. w NO SCALE S®2 -_ PERMIT #_.A BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DATE ~a . WALL FRAMING PER PLAN f �� PT DF SILL AND x AB PER 3/SD1 SHEAR PER PLAN Y PLYWOOD AND NAILING PER PLAN SOLE NAILING PER 6/SD1 REVIEWED ;FOR CODE COMPLIANCE FLOOR JOIST PER PLAN EITHER E.N. AUG DIRECTION. SOLID BLOCK A 0" 0 1 2016 O.C. AT PARALLEL CONDITION ONT. 2X RIM GIRDER PER PLAN BLOCK SOLID AT POSTS 1"RE3 AND ASSOCIATES , WHERE OCCURS E N MULTIPLE STUDS AND HOLDOWNS C ;C: GH GIRDER „ 8 MIN. - 18" MIN. HANGER AS REQ'D SLOPE FINISHED ? 7/ / _ .a .. - - GRADE AWAY 12" MIN. FROM FOUNDATION 6" MIN.- #4 IN. #4 AT 24„ O.C. VERT;( I o --- _ #4 AT 18 O.C. HOR, WHERE STEMWALL HEIGHT > V-6" D / 6 - , .,N 3 CLR. L..... S _ : N 12" 1 STORY #4 CONT. TOP AND BOTT. C ir, BY: RI'.? SPREAD FOOTING PER PLAN WHERE OCCURS ) C 1 =R: 16 S TYPICAL FOUNDATION DETAIL 1 m NO SCALE S D 2 TRUSS BY OTHERS — (2) 16d AT 12" O.C. NOTE: OVERFRAMING PER 2/SD3 NOT SHOWN FOR CLARITY. ROOF PLY. AND NAILING PER PLAN E.N. TRUSS BY OTHERS \A35 CLIP PER SHEAR WALL SCHEDULE, OTHERWISE 4'-0" O.C., TYP. H2.5T EA. TRUSS TOP PLATE PER 9/SD1 WALL FRAMING PER PLAN TRUSS DETAILF7 NO SCALE SD3 GIRDER TRUSS (E) TRUSS HUS26 HGR / EACH TRUSS NOTES: 1. ANY DISCREPANCIES BETWEEN EXISTING FRAMING SHOWN AND FIELD CONDITIONS SHALL IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD. 2. BRACE FRAMING AS REQUIRED DURING CONSTRUCTION. ... ter, �.. •. u•4r. r�nn n 1~%^ ►inT [Wl^l•IAl r -^M r%l Aorry AT OFFSET DRAG TRUSS ADD 2X4 GIRDER DF#2 BLOCKS FOR TRUSS PER PERP. TRUSS OUTLOOKER AT 6' LENGTH TO SIDE PLAN BY OTHERS, TYP WALL PLY AND 1 OF BOTTOM CHORD ,ATION WITH TRUSS TOP CHORD TO CUTTING. SEAT OUTLOOKER OF GIRDER TRUSS EAVE CONN. PER WITH (2) 16d AT 1 /SD3, TYP 12" O.C., (4) MIN PER BLOCK . I 174-1 1 11 CONT. CS16 STRAP TOP PLATE PER 9/SD1 POST PER PLAN EXTEND STRAP 6'-0" MIN. 1'-5" WALL FRAMING PER PLAN, TYP WHERE OCCURS GIRDER TRUSS DETAIL 5 NO SCALE SD3 ROOF PLY AND NAILING PER PLAN 1'-0" MAX 29-0" 3) 16d TOENAILS E.N. E.N. FASCIA BY OTHERS- TRUSS THERS NOTE: CONTRACTOR SI DEPTH AND LO( " MFR. PRIOR TO GABLE END-ADD2X4 FLAT TO TRUSS BY OTHERS BRACES LONGER SHEAR ENTIRE WALL THAN 6'-0" WITH PER SWS TYPE "6" 16d AT 12" O.C. 2X6 BRACE AT A35 CLIP PER SHEAR WALL 4'-0" O.C. WITH SCHEDULE, OTHERWISE (5) 16d NAILS 4'-0" O.C., TYP. EACH END PROVIDE GAP BETWEEN PANELS AS REQ'D. BY MFR., 1/8" MIN. L • E. N., TYP 2X BLOCKING AT 4'-0" O.C., DBL TOP PLATE T&B, (3) 12d T.N. EA. END PER 6/SD1 (3) 16d T.N. EA BLOCK SHEAR ENTIRE WALL WALL FRAMING PER PLAN PER SWS TYPE "6" - TYPICAL GABLE END TRUSS DETAIL NO SCALE BOTTOM CHORD OFI SIMPSON STC CLIP TRUSS BY OTHERS\ /AT EACH TRUSS r ---1 /2" GAP NON-BEARING WALL d h, -*'l WALL PERPENDICULAR A TRUS,'� SIMPSON DTC 1/2" GAPS \TRUSS BY OTHERS, TYP NON-BEARING WALL \2X4 BLOCK AT 4'-0" O.C. WITH (2) 16d EACH END TYPICAL NON-BEARING WALL DETAIL NO SCALE PROVIDE GAP BETWEEN PANELS AS REQ'D. BY MFR., 1/8" MIN.--\ ROOF PLY AND NAILING PER PI (3) 16d TOENAILS, TYP—\ . PLY AT/ :EPER, —2X4 VERT. AT 24" O.C. WITH (4) 16d TOP AND (2) 16d TOENAILS BOTT., TYP TYPICAL OVERFRAM I NG DETAIL NO SCALE REVIEWED PERMIT#_____NI� BUTTE COUNTY DEVELOPMENT SERVICES FOR CODE COMPLIANCE REVIEWED FOR CODE COMPLIANCEUln BY AUG 0 1 2016 DATE 0. I 2X4 WITH 16d NAILS AT 12" O.C., TYP RAFTER OR TRUSS PER PLAN, TYP TRB AND ASSOCIATES ROOF PLY AND NAILING PER PLAN RBC CLIP PER SHEAR WALL SCHEDULE, ROOF TRUSSES OTHERWISE 4'-0" O.C., TYP. BY OTHERS E.N.-, 7 f SOLID BLOCKI H2.5T EA. TRUSS :�� E. N: FASCIA BY OTHERS SHEAR PER PLAN— AT GIRDER TRUSSES PROVIDQWALL CLIP AT E.S. OF GIRDER TRU OF H2.5T AT OUTSIDE FACE\TOP PLATE PER 9/SD1 BEAM PER PLAN WHERE OCCURS WALL FRAMING PER PLAN a ,S D JI C S! R s, ;;-Ess~ / Jo. rJ 75688 E' 6/-'0/18 r.. -/20/16 F ',AS NAVE BEEN REV0AVED C °LIANCE ONLY WITH THE 1 i iCIIED STRUCTURAL CALCULATIONS )JI A) A_, r F;c Lhdo Ave, e 200 Icc, CA 9592 `�3 .592.4407 nrr,i'Chico.ccm 0 LU LLJ -. LU m 0. u, - e E.N.— 2X4 FLAT OUTLOOKER AT 24" O.C., NOTCH TALL VERIFY NOTCH WALL PLY AND 1 ,ATION WITH TRUSS TOP CHORD TO CUTTING. SEAT OUTLOOKER 1 GABLE END-ADD2X4 FLAT TO TRUSS BY OTHERS BRACES LONGER SHEAR ENTIRE WALL THAN 6'-0" WITH PER SWS TYPE "6" 16d AT 12" O.C. 2X6 BRACE AT A35 CLIP PER SHEAR WALL 4'-0" O.C. WITH SCHEDULE, OTHERWISE (5) 16d NAILS 4'-0" O.C., TYP. EACH END PROVIDE GAP BETWEEN PANELS AS REQ'D. BY MFR., 1/8" MIN. L • E. N., TYP 2X BLOCKING AT 4'-0" O.C., DBL TOP PLATE T&B, (3) 12d T.N. EA. END PER 6/SD1 (3) 16d T.N. EA BLOCK SHEAR ENTIRE WALL WALL FRAMING PER PLAN PER SWS TYPE "6" - TYPICAL GABLE END TRUSS DETAIL NO SCALE BOTTOM CHORD OFI SIMPSON STC CLIP TRUSS BY OTHERS\ /AT EACH TRUSS r ---1 /2" GAP NON-BEARING WALL d h, -*'l WALL PERPENDICULAR A TRUS,'� SIMPSON DTC 1/2" GAPS \TRUSS BY OTHERS, TYP NON-BEARING WALL \2X4 BLOCK AT 4'-0" O.C. WITH (2) 16d EACH END TYPICAL NON-BEARING WALL DETAIL NO SCALE PROVIDE GAP BETWEEN PANELS AS REQ'D. BY MFR., 1/8" MIN.--\ ROOF PLY AND NAILING PER PI (3) 16d TOENAILS, TYP—\ . PLY AT/ :EPER, —2X4 VERT. AT 24" O.C. WITH (4) 16d TOP AND (2) 16d TOENAILS BOTT., TYP TYPICAL OVERFRAM I NG DETAIL NO SCALE REVIEWED PERMIT#_____NI� BUTTE COUNTY DEVELOPMENT SERVICES FOR CODE COMPLIANCE REVIEWED FOR CODE COMPLIANCEUln BY AUG 0 1 2016 DATE 0. I 2X4 WITH 16d NAILS AT 12" O.C., TYP RAFTER OR TRUSS PER PLAN, TYP TRB AND ASSOCIATES ROOF PLY AND NAILING PER PLAN RBC CLIP PER SHEAR WALL SCHEDULE, ROOF TRUSSES OTHERWISE 4'-0" O.C., TYP. BY OTHERS E.N.-, 7 f SOLID BLOCKI H2.5T EA. TRUSS :�� E. N: FASCIA BY OTHERS SHEAR PER PLAN— AT GIRDER TRUSSES PROVIDQWALL CLIP AT E.S. OF GIRDER TRU OF H2.5T AT OUTSIDE FACE\TOP PLATE PER 9/SD1 BEAM PER PLAN WHERE OCCURS WALL FRAMING PER PLAN a ,S D JI C S! R s, ;;-Ess~ / Jo. rJ 75688 E' 6/-'0/18 r.. -/20/16 F ',AS NAVE BEEN REV0AVED C °LIANCE ONLY WITH THE 1 i iCIIED STRUCTURAL CALCULATIONS )JI A) A_, r F;c Lhdo Ave, e 200 Icc, CA 9592 `�3 .592.4407 nrr,i'Chico.ccm 0 LU LLJ -. LU m 0. u, - e