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HomeMy WebLinkAboutB16-2715 079-370-055GENERAL NOTES: 1. ALL WORK ON TH'S 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 AND 2013 CA. GREEN CODE 2. DESIGNER SHALL APPROVE ADJUSTMENTS TO ANY PART OF THESE PLANS. 3. WRITTEN DIMENSIONS ARE TO BE USED: DO NOT SCALE THESE DRAWINGS 4. SPECIFIC INFORMATION ON THE DRAWINGS DIFFERING FROM THESE NOTES SHALL APPLY. 5. THE CONTRACTOR SHALL VERIFY SITE CONDITIONS, AND THERE CORRELATION WITH THE DRAWINGS AND SHALL NOTIFY COUNTY OR DESIGNER OF ANY INCONSISTENCIES OR DISCREPANCIES PRIOR TO THE BEGINNING OF CONSTRUCTION. 6. IN THE EVENT CERTAIN FEATURES OF THE CONSTRUCTION ARE NOT FULLY SHOWN ON THE DRAWINGS ON THE DRAWINGS OR CALLED FOR IN SPECIFICATIONS THEN THEIR CONSTRUCTION SHALL BE THE SAME CHARACTER AS FOR SIMILAR CONDITIONS THAT ARE SHOWN OR CALLED FOR AND SHALL BE APPROVED BY THE DESIGNER. 7. THE DRAWINGS REPRESENT THE FINISHED STRUCTURE UNLESS OTHERWISE INDICATED THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE WORKMEN AND OTHER PERSONS DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO: BRACING, SHORING FOR CONSTRUCTION EQUIPMENT, SHORING FOR THE BUILDING, FORMS, AND SCAFFOLDING.. 8. ALL SITE WORK AND GRADING SHALL BE DONE IN COMPLIANCE WITH THE DRAWINGS. WHERE SHOWN ON DRAWINGS, ELEVATIONS, LOCATIONS OF STEPS IN FOUNDATION, AND HEIGHTS OF FOUNDATION WALLS SHALL BE VERIFIED TO SUIT ACTUAL PROPOSED AND EXISTING CONDITIONS. 9. FINISH GRADE AND FINISH FLOOR ELEVATIONS TO BE PER SITE PLAN. 10. LOTS SHALL BE GRADED TO DRAIN SURFACE WATER AWAY FROM FOUNDATION WALLS. THE GRADE SHALL FALL A MIN. OF 6 WITHIN THE FIRST 10' R401.3 EXCEPTION: WHERE LOT LINES, WALLS, SLOPES OR OTHER PHYSICAL BARRIERS PROHIBIT 6" OF FALL IN 10', DRAINS OR SWALES SHALL BE CONSTRUCTED TO ENSURE DRAINAGE AWAY FROM THE STRUCTURE. IMPERVIOUS SURFACES WITHIN 10' OF THE BUILDING FOUNDATION SHALL BE SLOPED A MIN. OF 2 PERCENT AWAY FROM BUILDING. 11. DIMENSIONS NOTED CLEAR OR CLR ARE MINIMUM REQUIRED DIMENSIONS AND MUST BE ACCURATELY MAINTAINED. 12. ALL DIMENSIONS ARE TO BE FACE OF STUD, FACE OF CONCRETE, OR FACE OF MASONRY, UNLESS OTHERWISE NOTED. 13. CONSTRUCTION SHALL IN NO CASE DEVIATE FROM THE DESIGN SHOWN WITHOUT EXPRESS WRITTEN PERMISSION OF THE DESIGNER AND OR LOCAL BUILDING OFFICIAL. NOTCHING / BORING IN WOOD MEMBERS 1. BORED HOLES IN BEARING WALL STUDS SHALL NOT EXCEED 40% OF THE STUD WIDTH HOLES IN NON BEARING WALL STUDS SHALL NOT EXCEED 60% OF THE STUD WIDTH. IN NO CASE SHALL THE EDGE OF A BORED HOLE BE NEARER THAN 5/8" TO THE EDGE OF A STUD HOLES SHALL NOT BE LOCATED IN ANY STUD AT A SECTION AT A SECTION WITH A CUT OR A NOTCH 2. NOTCHES ON THE ENDS OF JOISTS SHALL NOT EXCEED ONE FOURTH OF THE JOIST DEPTH HOLE DRILLED IN JOISTS SHALL NOT BE WITHIN 2" OF THE TOP OR THE BOTTOM OF THE JOIST. AND THE DIAMETER OF ANY HOLE SHALL NOT EXCEED 1/3 THE DEPTH OF THE JOIST NOTCHES IN THE TOP OR BOTTOM OF THE JOIST SHALL NOT EXCEED 1/6 THE DEPTH AND SHALL NOT BE LOCATED IN THE MIDDLE THIRD OF THE JOIST SPAN 3. NOTCHING IN EXTER'OR WALLS AND BEARING PARTITIONS SHALL NOT EXCEED 25% OF THE STUD WIDTH. CUTTING OR NOTCHING OF STUDS IN NON BEARING PARTITIONS SHALL NOT EXCEED 40% OF THE STUD WIDTH. PLYWOOD NOTES 1. GEN IONS GENERAL PROVISIONS 0 S A: IDENTIFICATION REQUIREMENTS EACH PANEL SHALL BE IDENTIFIED WITH THE APPROPRIATE TRADEMARK OF THE AMERICAN PLYWOOD ASSOC., AND SHALL MEET THE REQUIREMENTS OF THE LATEST EDITION OF THE U.S. PRODUCT STANDARD PS -1 OR ONE OF APA'S PERFORMANCE STANDARDS. B: PANEL THICKNESS, GRADE AND GROUP NUMBER OR SPAN RATING SHALL BE AT LEAST EQUAL TO THAT SHOWN ON THE DRAWING. APPLICATIONS SHALL BE IN ACCORDANCE WITH RECOMMENDATIONS AO THE AMERICAN PLYWOOD ASSOC. C: NAILS AT PLYWOOD PANELS SHALL HAVE 3/8" EDGE DISTANCE AND NAIL HEADS SHALL NOT PENETRATE THE FACE OF THE PLYWOOD D: PLYWOOD PANELS SHALL BUTT AT CENTERLINE OF SINGLE SUPPORTING MEMBER WITH EDGE NAILING FROM EACH PANEL INTO THAT MEMBER. E: NO PIECE OF PLYWOOD, FLOOR, OR WALL SHEATHING SHALL BE LESS THAN 3/8" THICKNESS 2. ROOF SHEETING A. PANEL ROOF SHEETING SHALL HAVE 1/2" CDX OR 5/8" CDX APA SHEETING EXP (1) SEE PLANS. INSTALL WITH THE LONG DIMENSION OF THE PANEL ACROSS THE SUPPORTS EXCEPT WHERE NOTED AND WITH PANEL CONTINUOUS OVER TWO OR MORE SPANS ALLOW 1/8" SPACING AT PANEL ENDS AND 1/4" SPACING AT PANEL EDGES NAIL WITH 8d NAILS © 6"/12" O.C. 3. SUB FLOORING A. PANEL SUB FLOORING SHALL BE 3/4" CDX APA RATED STURD-1 FLOOR EXP (1) UNLESS OTHERW SE NOTED ON THE PLANS. INSTALL WITH LONG DIMENSION OF THE PANEL ACROSS THE SUPPORTS, EXCEPT WHERE NOTED AND WITH PANEL CONTINUOUS OVER TWO OR MORE SPANS ALLOW 1/8" SPACING AT PANEL ENDS AND 1/8" SPACING AT PANEL EDGES GLUE AND NAIL ATOP FLOOR JOISTS WITH 10d RING SHANK NAILS C's 6,10 O.C. GLUE SHALL MEET APA SPECIFICATION. 4. SHEARWALLS A. PANEL WALL SHEETING SHALL BE 3/8" APA RATED SHEETING EXP (1) OR 5/8" T-111 PLYWOOD PANEL SIDING (SEE PLANS) NAIL PER PLANS ELECTRICAL 1. CONSULT LOCAL UTILITY COMPANY BEFORE INSTALLING MAIN ELECTRICAL PANEL. VERIFY SIZE AND LOCATION OF PANEL PRIOR TO STARTING CONSTRUCTION. 2. SMOKE DETECTORS SHALL BE 110 V AND INTER CONNECTED. LOCATE AT LEAST ONE SMOKE DETECTOR AT EACH FLOOR. PROVIDE A DETECTOR IN EACH SLEEPING ROOM HALLWAY TOP OF STAIRS AND AT AREAS ADJACENT TO HALLS THAT HAVE A CEILING INCREASE OF 24" OR MORE. SMOKE ALARM MUST BE AUDIBLE IN ALL SLEEPING ROOMS. PROVIDE BATTERY BACK UP PER CBC 907.2.10.1.2 CONCRETE NOTES 1. ALL CONCRETE SHALL BE 5 SACK TRANSIT MIX WITH A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 3000 PSI AND A MAXIMUM SLUMP OF 4" 2. CONSTRUCTION JOINTS SHALL BE PREPARED TO EXPOSE CLEAN SOLIDLY EMBEDDED AGGREGATE OVER THE ENTIRE JOINT INTERFACE. 3. PLACEMENT OF PIPES CONDUITS OR OTHER EMBEDDED ITEMS IN THE CONCRETE SHALL BE IN ACCORDANCE WITH THESE DRAWINGS. 4. CONTRACTION JOINTS IN SLABS SHALL BE SO PLACED THAT THE MAXIMUM DIMENSION AND AREA OF ANY SECTION DO NOT EXCEED 30 FEET AND 600 SQUARE FEET 4. STRUCTURAL STEEL SHAPES TUBES AND PIPES EMBEDDED IN CONCRETE SHALL HAVE A MINIIMUM OF 3" CONCRETE COVER ATTIC VENTILATION 1. THE NET FREE VENTILATING AREA SHALL BE 1/300 OF THE AREA OF THE VENTILATED SPACE PROVIDED AT LEAST 50% OF THE REQUIRED VENT AREA IS PROVIDED BY ROOF VENTS LOCATED AT LEAST 3' ABOVE THE EAVE VENTS WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY THE EAVE VENTS. WITH THIS CALCULATION INCLUDE THE REQUIRED VAPOR RETARDER HAVING A TRANSMISS CN RATE OF NOT EXCEEDING 1 -PERM IN ACCORDANCE WITH ASTM E 2010. GLAZING NOTES 1. WHERE WINDOWS ARE PROVIDED AS A MEANS OF EGRESS OR RESCUE THEY SHALL HAVE. * THE BOTTOM OF THE CLEAR OPENING NOT GREATER THAN 44" MEASURED FROM THE FLOOR 2013 CRC R310 * A MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET * THE MINIMUM NET CLEAR OPENING HEIGHT DIMENSIONS SHALL BE 24". THE MINIMUM NET CLEAR OPEN NG WIDTH DIMENSIONS SHALL BE 20" 2. SAFETY GLAZING SHALL BE PROVIDED IN AREAS SUBJECT TO HUMAN IMPACT. SUCH LOCATIONS ARE. * GLASS SLIDING DOORS AND FRENCH DOORS * GLAZING LOCATED WITHIN 24" OF DOORS (24" ARC) * GLAZING LOCATED WITHIN 18" OF FINISHED FLOOR OR WALKING SURFACE WITHIN 36" OF SUCH SURFACE * WARDDROBE DOORS * SHOWER AND BATHTUB DOOR AND ENCLOSURES * WINDOWS WITHIN BATH AND SHOWER AREAS NAILING SCHEDULE Table R602.3(1)• Fastening Schedule CONNECTION NAILING" I. Blocking between joists or rafters to top plate, toe nail 3-8d 2. Ceiling joists to plate, toe nail 3-bd 3. Ceiling joists not attached to parallel rafter, laps over partitions, face nail 3-10d 4. Colla tie to rafter, Face nail or 11/4"x20 ga, ridge strap 3-10d 5. Rafter or roof truss tolate, toe nail x nails or 3-10d common nails P 2 toe nails on I side and I toe nail on opposite side of ea. truss or rafter 6. Roof rafters to ridge, valley or hip rafters: toe nail face nail 4-16d 3-Ibd 1. Built up studs -face nail 10d ® 24" o.c. 8. Abutting studs at intersecting wall corners, face nail I6d @ 12" o.c. 9. Built up header, two pieces with 1/2" spacer I6d ® 16' o.c. along ea. edge 10. Continued header, two pieces Ibd ® Ib' o.c. along ea. edge 11. Continuous header to stud, toe nail 4-bd 12. Double studs, face nail 10d ® 24" o.c. 13. Double top plates, face nail IOd ® 24" o.c. 4. Double top plates, min. 24 -inch offset of end joists, 8-Ibd face nail in lopped area 15. Sole plate to joist or blocking, face nail Ibd ® Ib' o.c. 6. Sole plate to joist or blocking at braced wall panels 3-I6d ® Ib" o.c. 11. Stud to sole plate, toe nail 3-8d or 2-I6d 18. Top or sole plate to stud, end nail 2-I6d 19. Top plates, laps at corners t Intersections, face nail 2-10d 0. 1" brace to ea. stud and plate, face nail 2-bd or 2 -staples 13/4" 21. I"xb' sheathing to ea. bearing, face nail 2-8d or 2 -staples 13/4" 22. I'x8" sheathing to ea. bearing, face nail 2-8d or 3-staple5 13/4" 23. Aider than I"x8' sheathing to ea. bearing, face nail 3-bd 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) bd ® b' 0.6. 2b. Rim joist or blocking to sill plate, toe nail bd ® b" o.c. 1. I"xb' subfloor or less to ea. joist, face nail 2-5d or 2 staples 13/4" 28. 2' subfloor to joist or girder, blind and face nail 2-I6d 21. 2" planks (plank and beam -floor 8 roof) 2-I6d @ ea. bearing 30. Built up girder and beans IOdr nail ea. lover as follows: 32 o.c. at top S bottom and staggered 2 nails at ends d at ea. s lice 31. Ledger strip supporting joists or rafters 3-I6d @ ea. joist or rafter Wood structural panels, subfloor, roof and interior wall sheathing to framing and particleboard wall sheathing to framing 32. 3/8'-1/2' bd common nail (subfloor, wall) ' Ciedges, 12"9intermediate supports bd common nail (roof)' 3. 11/32'-1" 8d common nail 6'iedges, l2"9intermediate supports 34. 1 IIS" -11/4" 10d common nail or b'iedges,12" intermediate supports 8d deformed nail Other wall sheathin9h 35. 1/2" structural cellulosic 11/2' goly, roof inngg nail, 1/16' crown or 3''edges, 6' iritermediote fiberboard sheathing I" crown staple 16ga.11/4' long supports" 36. 25/32" structural cellulosic 13/4" gale. roofing nail, 1/16" crown or 3''edges, V intermediate fiberboard sheathing I" crown staple Ib go. 11/2" long supports 31. 1/2" gjpsum sheathing d 11/2' galy. roofing nail, staple gals. 1"'edge5, T intermediate 11/2" long; 11/4' screws, T pe W or 5 supports"' 38. 518" gipwn sheathing d 13/4" goly. roofing nail, staple gale. Vedges, T intermediate 15/8' long; 15/8' screws, TFc W or 5 supports" Wood structural panels, combination subfloor unclerloE2nt to framing 39. 3/4" and less bd deformed nail or 8d common nail b"'edges,12' intermediate supports 40. 1/8' -1' bd deformed nail or 8d common nail b"iedges,12" intermediate supports 41. 11/81/4" bd deformed nail or l0d common nail b"'edges,12" Kermediate supports '-1 All nails are smooth -common, box or deformed shanks except where otherwise stated. Nails used for framing 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. larger than 0.142' but not larger than 0.111', and 100 ksi for shark dia. of 0.142' or less. b Staples are 16 ga. wire and have a min. 1/16' on dia. crown width. Nails shall be spaced at not more than 6" on center at all supports mhore spans are 48' or Tooter. Four -foot 4 8 -foot or 4 -foot N 9 -foot panels shall be applied vertically. °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 (21/2'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 moon 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. ftn basic wind speed is greater than 100 mph, nails for attaching panel roof sheathing to intermediate supports shall be spaced 6' o c. for min. 48" distance from ridges, eaves and gable end walls; and 4 o c. to gable end wall framing. "Cpum sheathing shall conform to ASTM C 1396 and shall be installed -in accordance with 6A 253. Fiberboard sheathing shall conform to A5TH C 208. ' 5pacing of fasteners on floor sheathing panel edges applies to panel edges supported by framing members and required blocking aid at all floor perimeters only. Spacing of fasteners on roof sheathing panel edges applies to panel edges supported b framing members and required blocking. Bucking of roof or floor sheathing panel edges perpendicular to the framing members need not J Anere a rafter is fastened to an adjacent parallel ceiling jopist in accordance with this schedule provide two toe nails on one side of the rafter and toe nails from the ceiling joist to top plate in accordance with this schedule. The toe nail on the opposite side of the rafter shall not be required. 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 CONTINUOUS 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. 3x3x0.229" 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 SCOPE OF WORK: CONSTRUCT NEW 1 STORY WOOD FRAMED ADDITION(505 SQ. FT.) WITH A 440 SQ. FT. GARAGE CONVERSION TO LIVING, AND CONSTRUCT 885 SQ. FT. WOOD FRAMED ATTACHED GARAGE, WITH 1097 SQ. FT. OF COVERED CONC. PORCHES. ALL ADDED TO 1980 CIRCA 1 STORY WOOD FRAMED RESIDENCE(1064 SQ. FT.) 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 DURING CONSTRUCTION. AT THE TIME OF ROUGH INSTALLATION, DURING STORAGE ON THE CONSTRUCTION SITE, AND UNTIL FINAL STARTUP OF THE HEATING, COOLING, AND VENTILATING EQUIPMENT, ALL DUCT AND OTHER RELATED AIR DISTRIBUTION COMPONENT OPENINGS SHAL BE COVERED WITH TAPE, PLASTIC, SHEETMETAL OR 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, PERCH LOROETHYLENE 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 CHPS 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 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: < 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 @ 80 PSI OR ONLY ONE SHOWER OUTLET IS TO BE IN OPERATION AT A TIME RESIDENTIAL LAVATORY FAUCETS: < 1.5 GPM © 60 PSI LAVATORY FAUCETS IN COMMON AND PUBLIC USE AREAS OF RESIDENTIAL BUILDINGS: < 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. CBC SECTION 1704 SPECIAL INSPECTION REQUIRED See attached Special Inspection Note Provide special inspection reports to the Building Inspector for review and approval prior to final building field inspection R-3 OCCUPANCY U OCCUPANCY V -B ' CONSTRUCTION PERMIT #--L BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DATE 27 - 16-' BY Nvdli5 B 1.ITTE COUNTY DEC 07 201E DEVELOP.�1FNT' SERN'I('ES DRAWN BY: B. RUBANOFF DATE: 5-10-16 INDEX 1. EXISTING FLOOR PLAN 2. PROPOSED FLOOR PLAN 3. FOUNDATION PLAN 4. ROOF FRAMING PLAN ROOF PLAN 5. CROSS SECTION DETAILS 6. EXTERIOR ELEVATIONS 7. ELECTRICAL PLAN 8. SITE PLAN SHEET # COVER fi O O LTJ Cfl LL_ O Z (.0 I i Ln W � LL � r o 12 W � W � Z � _J Q G Z U p M LTJ J LTJ Q O 86L_LJ = _J _ .. Cn 0 tZ Q Z Ln rz Q Q O L� Q DRAWN BY: B. RUBANOFF DATE: 5-10-16 INDEX 1. EXISTING FLOOR PLAN 2. PROPOSED FLOOR PLAN 3. FOUNDATION PLAN 4. ROOF FRAMING PLAN ROOF PLAN 5. CROSS SECTION DETAILS 6. EXTERIOR ELEVATIONS 7. ELECTRICAL PLAN 8. SITE PLAN SHEET # COVER D r r O m m m m O < m 0 32'-0" '-0" 28'-0" 4040 SL. LOW E EGRESS II 1 II I II I II m 0 v II foo 00 m I ZZW I I �o mJI D m o Zc>o m cn cf) ( -A -u � c� 0 r ZU (n O r C N co II m � r O N O II N n m O N I I o 2468 N � IID = co II � II 'I 2468 NCO N — — _ _ w 0 II W N 0 D r30"X22 2m o X 70 1 I I ATTIC �0 M O 1 D+ 0 1 LACCESSJ r rn II rno N I o� I CC) o II -J P. co z4z- II N 3068SC. zE m oX o cn z wo o < m n I— Zooc'' r- gno < mo Z 0 c z W rn C c G7 rN-- o O �o) O = M Frlz Z O I� REF 7� O O L ---J 868 SC. I WASHER II DRYER I _ 0>0 I II V.T.O. I o > ccn L - ---JL- --J oom Z neo �0CA �o Zoo 0 c o -000 �JO� v Z' 0* O r2868 o 00 m 0 D U r O N m G7 Ci D o CD 0 o FTI " c> D D G) m 0 4030 SL. 22'-0" 32'-0" CMZ coN��CDOcn;7;JC) m cnOm0' rC F D�cD—•� p p K r W D �m _9 n� �,,mD� I� rn'r- ZN � mom ZNHr- . om;uomo o N �O �N=D cn m Om m�--1rn o z �o : z o M D m —I -i 700ADm 1 m M56;0 (n m v C_ D O m 0 m m N pn m pDoo c Orn: J Kmm'� r- o Z 0 m �z 00 < m m m m AN ADDITION & REMODEL FOR: FRANK & BONNIE FREGOSO 165 SHELTERWOOD LANE OROVILLE CALIF. 95966 A.P.#: C�l-7 -9 - aiC) - QHS -000 = b7 D D FTI D j (7 (m m Z � O mco -P- -Tl �° o Z O O 00 z 0 AN ADDITION & REMODEL FOR: FRANK & BONNIE FREGOSO 165 SHELTERWOOD LANE OROVILLE CALIF. 95966 A.P.#: C�l-7 -9 - aiC) - QHS -000 WALL TO BE ADDED PROPOSED APPLICATION OF WALL TILE OR OTHER F P LA N ASTM C 1178, C1278 OR C 1396. USE OF WATER ADDITIONAL HOUSE: 897 SQ. fT. BOARD IS PERMITTED ON CEILINGS WITH FRAMING O.C. 12" FOR 1/2" THICK AND 16" O.C. FOR 5/8" THICK. SII GYP. BOARD SHALL NOT BE NEW GARAGE: 885 SQ. FT. '✓ II VAPOR BARRIER IN TUB OR SHOWER COMPARTMENTS. CRC R702.3.8 0 Cn NEW COV. CONC. PORCHES: 1079 SQ. yEDY4���d���' 0 cl- c w$ EXP. IUr2Cigj. s>%. CIVIL OF CAll- THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY VVITH THE ATTACHED STRUCTURAL CALCULATIONS FLOOR PLAN STRUCTURAL NOTES: 1.) SEE TYPICAL NOTE SHEET SN AND TYPICAL DETAIL SHEETS SD1-SD3 FOR ADDITIONAL INFORMATION. 2.) TYPICAL MINIMUM BEARING WALL FRAMING U.N.O.: EXTERIOR WALL: 2X4 DF STUD AT 16" O.C. *NOTE: ADD STUD DIRECTLY BELOW TRUSSES WHERE REQUIRED ON PLAN. INTERIOR WALLS: 2X4 DF STUD AT 16" O.C. 3.) SEE DETAIL 5/SD1 FOR TYPICAL STUD WALL ELEVATION AND TYPICAL WALL OPENING SCHEDULE. 4.) DO NOT REMOVE OR MODIFY SUPPORT MEMBERS OR HARDWARE FOR EXISTING FRAMING WITHOUT THE EXPRESS WRITTEN CONSENT OF THE ENGINEER OF RECORD. 5.) ANY DISCREPANCIES BETWEEN FRAMING SHOWN AND FIELD CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ENGINEER OF RECORD. 6.) ALL EXPOSED FRAMING SHALL BE PRESSURE TREATED WITH TREATMENT PROCESS AND APPLICATION APPROPRIATE FOR EXPOSURE ACCORDING TO MFR'S WRITTEN GUIDELINES. 7.) ALL STRUCTURAL MEMBERS SHALL BE FASTENED IN COMPLIANCE WITH 2013 CBC FASTENING SCHEDULE, TABLE 2304.9.1, UNLESS NOTED OTHERWISE. PERMIT # ? ���� LS BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR i CODE COMPLIANCE �I NOTES DATE �2-Tlt-1b BYA/ R TO BE DOUG FIR :R, STUDS TO BE STUD FTER, UNLESS OTHERWISE NOTED 2S TO BE 4X12 DF#2 UNLESS OTHERWISE NOTED ;S TO BE 8'-0" UNLESS OTHERWISE NOTED SHEET FOR ADDITIONAL NOTES T. VALVE DISCHARGE LINE TO OUTSIDE & ANCHOR STRAPS d AT WATER HEATER 6. BLOCK FOR TOWEL BARS 7. WINDOW AND SLIDING GLASS DOOR OPENINGS ARE PER CALL -OUT. DOOR OPENINGS ARE CALL -OUT PLUS 2". 8. SHOWER AND TUB/SHOWER COMBINATIONS SHALL BE PROVIDED WITH INDIVIDUAL CONTROL VALVES OF THE PRESSURE BALANCE OR THE THERMOSTATIC MIXING VALVE TYPE 9. BOND ALL METAL GAS & WATER PIPES TO GROUND. ALL GROUND CLAMPS SHALL BE ACCESSABLE AND OF AN APPROVED TYPE(CEC 250.104) SHOWER NOTES: 1. THE MIN. FINISHED INTERIOR AREA OF A SHOWER NEEDS TO BE AT LEAST 1024 SQ. IN. WITH A MIN. DIMENSION OF 30". THE SHOWER AREA AND DIMENSIONS SHALL BE MAINTAINED TO A POINT OF NOT LESS THAN 72" ABOVE THE DRAIN INLET. THE SHOWER WALLS SHALL BE FINISHED WITH A HARD, NON ABSORBENT SURFACE TO A HEIGHT OF NOT LESS THAN 72". 2. THE BASE FOR ADHESIVE APPLICATION OF WALL TILE OR OTHER NON ABSORBENT FINISH MATERIAL IN TUB ABD SHOWER AREAS SHALL COMPLY WITH ASTM C 1178, C1278 OR C 1396. USE OF WATER RESISTANT GYP. BOARD IS PERMITTED ON CEILINGS WITH FRAMING O.C. 12" FOR 1/2" THICK AND 16" O.C. FOR 5/8" THICK. WATER RESISTANT GYP. BOARD SHALL NOT BE USED OVER A CALSS I OR II VAPOR BARRIER IN TUB OR SHOWER COMPARTMENTS. CRC R702.3.8 0 Cn DRAWN BY: B. RUBANOFF �J DATE; 7_8_16 SCALE: 1/4"=1'-0" U.N.O. JOB: I FREGOSO SHEET # 2 O 0 Cn 0 LLI Qo LSI L,JQ � J � Ln p LL_ �- 0 p LLJ 0 Lam. t L,J � Z Z Z 0 — �., Q r � m r Ld U O 86 W LTJ .. P— z (/) > CL p < LoO Q Q LL r - Z Q DRAWN BY: B. RUBANOFF CHECKED: DATE; 7_8_16 SCALE: 1/4"=1'-0" U.N.O. JOB: FREGOSO SHEET # 2 OF CONC. FOUNDATION TO HOUSE 2x4 P.T. MUDSILL OFFSET PER PLAN 2x4 (OR 2x6) SEE PLAN MUDSILL @ GARAGE FOOTING BELOW 14 FOUNDATION OFFSET FOUNDATION PLAN A=HDU2 W/SSTB20 B=HDU2 W/SSTB16 C=HDU2 W/5/8" DIA. THREADED ROD PER 9/SD2 FOUNDATION PLAN STRUCTURAL NOTES: 1.) SEE TYPICAL NOTE SHEET SN AND TYPICAL DETAIL SHEETS SD1-SD3 FOR ADDITIONAL INFORMATION. 2.) PROVIDE ANCHOR BOLT SIZE AND SPACING PER SHEAR WALL SCHEDULE AND TYPICAL DETAILS. 3.) RECOMMENDED MINIMUM SLAB SECTION: A- 4" CONCRETE SLAB WITH #3 AT 15" O.C. SECURELY LOCATED AT MID -DEPTH OF SLAB. B- WATERPROOF MEMBRANE IN COMPLIANCE WITH ASTM E 1643 (DELETE AT EXTERIOR SLABS) -SEE SOILS REPORT IF APPLICABLE. C- 4" FREE DRAINING MATERIAL -SEE SOILS REPORT IF APPLICABLE. D- PROPERLY PREPARED SUBGRADE-SEE SOILS REPORT IF APPLICABLE. E- CONTRACTOR TO PROVIDE CONTROL JOINTS AT 10'-0" O.C. EA. WAY MAX. 4.) TYPICAL MINIMUM BEARING WALL FRAMING U.N.O.: EXTERIOR WALL: 2X4 DF STUD AT 16" O.C. *NOTE: ADD STUD DIRECTLY BELOW TRUSSES WHERE REQUIRED ON PLAN. INTERIOR WALLS: 2X4 DF STUD AT 16" O.C. 5.) SEE DETAIL 5/SD1 FOR TYPICAL STUD WALL ELEVATION AND TYPICAL WALL OPENING SCHEDULE. 6.) PLUMBING, SPRINKLER, AND MECHANICAL SUBCONTRACTORS SHALL COORDINATE ALL WALL PENETRATIONS WITH FRAMING SUBCONTRACTOR. 7.) DO NOT REMOVE OR MODIFY SUPPORT MEMBERS OR HARDWARE FOR EXISTING FRAMING WITHOUT THE EXPRESS WRITTEN CONSENT OF THE ENGINEER OF RECORD. 8.) ANY DISCREPANCIES BETWEEN FRAMING SHOWN AND FIELD CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ENGINEER OF RECORD. 9.) ALL EXPOSED FRAMING SHALL BE PRESSURE TREATED WITH TREATMENT PROCESS AND APPLICATION APPROPRIATE FOR EXPOSURE ACCORDING TO MFR'S WRITTEN GUIDELINES. 10.) ALL STRUCTURAL MEMBERS SHALL BE FASTENED IN COMPLIANCE WITH 2013 CBC FASTENING SCHEDULE, TABLE 2304.9.1, UNLESS NOTED OTHERWISE. NREUye�`F��\ F- 4 aCr' BB L EXP. "3r,0 iii C'" OF CAO!° THESE PLANS H/,'ME BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS PERMIT # lPAL-7711 BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE' COMPLIANCE �9 DATE IZ-1i,(% —By ALl DRAWN BY: B. RUBANOFF CHECKED: �J DATE: 7_8-16 SCALEi 1/4"=l' -O" U.N.O. JOB: FREGOSO I SHEET 0 3 Ofd 0 cn LL_ 0 Ld CO 0 0 Z � Ww � Q J m L r 0 w 0 I W � - Z Z 0 � - J � C�6 0v �J M Li O 86 ~ W W J .. ~ (%) > 0 Z r-) < Ln O Q z Q DRAWN BY: B. RUBANOFF CHECKED: DATE: 7_8-16 SCALEi 1/4"=l' -O" U.N.O. JOB: FREGOSO SHEET # 3 Ofd Fool �\MING NOT 5 BLOCK BETWEEN TRUSSES 1. DO NOT CUT ALTER OR DRILL TRUSSES 2. SEE EXTERIOR ELEVATIONS FOR SIZE AND LOCATION OF GABLE END VENTS 3. ROOF DESIGN - ROOF TRUSSES AT 2'-0" WITH R-49 INSULATION BETWEEN THE TRUSSES - 15# FELT - COMP. ROOF - SNOW LOAD 0# 4. PROVIDE DIAGANOL AND SWAY BRACING AT ROOF TRUSSES 5 H-1 AN HORS AT EACH TRUSS UNLESS OTHERWISE NOTED 6. BLOCK FOR CABINETS 7. 4X12 TYPICAL HEADER UNLESS OTHERWISE NOTED 8. SEE TITLE SHEET FOR ADDITIONAL NOTES 9. PROVIDE H -I ANCHORS @ ALL ROOF/WALL CONNECTIONS 10. TOP PLATE SPLICES W/8 -16d EACH SIDE U.N.O. ROOF PLAN STRUCTURAL NOTES: 1.) SEE `YPICAL NOTE SHEET SN AND TYPICAL DETAIL SHEETS SD1—SD3 FOR ADDITIONAL INFORMATION. 2.) TYPICAL ROOF SHEATHING (UNO): 1/2" THICK, APA, TECO, OR PITTSBURGH RATED SHEATHING, SPAN RATING 32/16, EXPOSURE 1 STRUCTURAL PANELS, APPLIED WITH LONG DIMENSION ACROSS SUPPORTS AND ADJACENT PANELS STAGGERED WITH 4' ENDS OFFSET 4'. EDGE NAIL WITH 8d COMMON OR EQUIVALENT (0.131" DIA X 2 1/2") AT 6" O.C. AT ALL PANEL EDGES, BOUNDARIES, GABLE ENDS, BLOCK!NG AND WHERE INDICATED ON PLAN. FIELD NAIL AT 12" O.C. PROVIDE 1/8" GAP AT ALL PANEL EDGES U.N.O. BY PANEL MANUFACTURER. AT ALL LOW SLOPE ROOFS PROVIDE (1) PANEL CLIP MIN. BETWEEN SUPPORTS AT ABUTTING PANEL EDGES. 3.) SEE NOTE SECTION 8—SN FOR ROOF TRUSSES BY OTHERS, 4.) TYPICAL HEADER BELOW SHALL BE 4X12 DF—L #2 UN 0. 5.) PROVIDE 4X POST MIN. AT ALL BEAM AND GIRDER TRUSS BEARING POINTS AND CONTINUE IN WALL TO FOUNDATION. 6.) DO NOT REMOVE OR MODIFY SUPPORT MEMBERS OR HARDWARE FOR EXISTING FRAMING WITHOUT THE EXPRESS WRITTEN CONSENT OF THE ENGINEER OF RECORD. 7.) ANY DISCREPANCIES BETWEEN FRAMING SHOWN AND FIELD CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ENGINEER OF RECORD. 8.) ALL EXPOSED FRAMING SHALL BE PRESSURE TREATED WITH TREATMENT PROCESS AND APPLICATION APPROPRIATE FOR EXPOSURE ACCORDING TO MFR'S WRITTEN GUIDELINES. 9.) ROOF TRUSS LAYOUT SHALL BE REVIEWED BY ENGINEER AS TRUSS DESIGNS BECOME AVAILABLE FROM TRUSS MANUFACTURER. CONTRACTOR SHALL OBTAIN SIGNED TRUSS REVIEW LETTER FROM THE ENGINEER OF RECORD AND 3UILDING DEPARTMENT APPROVAL PRIOR TO CONSTRUCTION. 10.) CONTRACTOR TO VERIFY THE LOCATION AND LOADING OF A'_L TRUSS TO TRUSS MECHANICAL CONNECTIONS. IMMEDIATELY NOTIFY TRUSS COMPANY OF ANY DISCFEPANCIES. 11.) ALL STRUCTURAL MEMBERS SHALL BE FASTENED IN COMPLIANCE WITH 2013 CBC FASTENING SCHEDULE, TABLE 2304.9.1, UNLESS NOTED OTHERWISE. 12" MAN. STANDAI TRUSS W/FILI I I I II II I I I� FLUE I� O N II II NEW RIDGE LINE N II II I I I I I I I I I I �I I I I NEW RIDGE LINE I� i 12 Y2" 9:12 9:12 II 2X6 FASCIA BD 0 z Ru"'OF FRAWNG PLAN I- _11 CLASS 'A' COMP. SHINGLES 15# FELT 1/2" OSB RADIANT BARRIER AT NEW ROOF ONLY X=MSTA24 STRAP BM. TO BM. PER 9/SD3 (+)=MSTA30 STRAP BM. TO TOP PLATE PER 6/SD3 �c =EDGE NAIL ROOF PLY. AT DRAG TRUSS PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DATE I ? e °l - t & By AZ DBL TOP PLATE R ;ES ',AG TRUSS TO TOP' V/ (4)A35 CLIPS IAN. G.E. TRUSS J /%�Q�Sltd E D y���,,,� 3 *` EXP. g3/3W01'Ij /-k q OCIVIL Cl FIVVI CIt ALIF®, / THESE PLANS HAVE BEEN REVIEWED FOR. COMPLIANCE CNLY WITH THE ATTACHED STRUCTURAL CALCULATIONS 1/2" OSB. 1/2" CCX PLY Q EAVES GABLE END TRUSS ---i 2x4 OUTRIGGERS ® 2'-0" O.C. MAX NOTCH INTO TRUSS AND BUTT INTO FIRST STANDARD TRUSS 2x2 BETWEEN OUTRIGGERS 28 BARGE TIES/ OUTRIGGERS I II B. RUBANOFF �� II DATE: I I I I II II �I I I I NEW RIDGE LINE I� i 12 Y2" 9:12 9:12 II 2X6 FASCIA BD 0 z Ru"'OF FRAWNG PLAN I- _11 CLASS 'A' COMP. SHINGLES 15# FELT 1/2" OSB RADIANT BARRIER AT NEW ROOF ONLY X=MSTA24 STRAP BM. TO BM. PER 9/SD3 (+)=MSTA30 STRAP BM. TO TOP PLATE PER 6/SD3 �c =EDGE NAIL ROOF PLY. AT DRAG TRUSS PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DATE I ? e °l - t & By AZ DBL TOP PLATE R ;ES ',AG TRUSS TO TOP' V/ (4)A35 CLIPS IAN. G.E. TRUSS J /%�Q�Sltd E D y���,,,� 3 *` EXP. g3/3W01'Ij /-k q OCIVIL Cl FIVVI CIt ALIF®, / THESE PLANS HAVE BEEN REVIEWED FOR. COMPLIANCE CNLY WITH THE ATTACHED STRUCTURAL CALCULATIONS 1/2" OSB. 1/2" CCX PLY Q EAVES GABLE END TRUSS ---i 2x4 OUTRIGGERS ® 2'-0" O.C. MAX NOTCH INTO TRUSS AND BUTT INTO FIRST STANDARD TRUSS 2x2 BETWEEN OUTRIGGERS 28 BARGE TIES/ OUTRIGGERS DRAWN BY: B. RUBANOFF �.1 DATE: 7-8-16 SCALE: 1/4"=1'-0" U.N.O. J11B; I FREGOSO SHEET # 4 Of 0 L� .J 0 W z Q cfl I Q W LL_ J O- 0 p W ry W 0 0 I Z Q , 86 0 M W U O O 86 L J W J .. ~ U) > CL Q Z 0 Q Q cl-- co 0 LL r— Z Q DRAWN BY: B. RUBANOFF CHECKED; DATE: 7-8-16 SCALE: 1/4"=1'-0" U.N.O. J11B; FREGOSO SHEET # 4 OF f 8' REMOVE (E)G.E. TRUSS AND REPLACE WITH VAN. GIRDER TRUSS 1/2" CCX PLY. 2X6 FASCI, JF 2X4 ' AT 1E SECT10"N A H-1 ANCHOR ALL TRUSSES BLOCK BETWEEN TRUSSES 1/2"X11 1/4" WOLMINIZED LVL 5/8" PLAIN PLY. SAWN Q PORCH SOFFIT MIN 5/8" APA RATED PLYWOOD WITH BD (0.113 x 2 3/8") VAILS AT 6" O.C. EDGE NAILING, AND 12" O.C. FIELD NAILING. SECTION C 2X6 BARGE BD. C4 STUD WALL 16' O.C. SECTION [B -B H PERMIT#��- BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DATE BY DRAWN BY: B. RUBANOFF O DATE: 7-8-16 SCALE: 1/4"=1'-0" U.N.O. J❑B: FREGOSO SHEET # 5 OF O 0 co Ow c0 0 Z (D I W LJJ rJ Q M Ln C) 0 fA : W Q wO � Z J 6 O ry U m O O 86 � W .. -j ~ i/) > O Z O � LnO Q Q � LL. Z Q DRAWN BY: B. RUBANOFF CHECKED: DATE: 7-8-16 SCALE: 1/4"=1'-0" U.N.O. J❑B: FREGOSO SHEET # 5 OF BLOC EPA APPROVED SPARK ARRESTOR 2X6 BARGE BD. EXISTING RESIDENCE LEFT ELEVATION 1 :1 DURA TEMP. T-1-11 STYLE SIDING 0/ APPROVED MOISTURE BARRIER 0/2X FRAMING AT ALL ELEVATIONS , /.,I' �.m VERT SHIPLAP JOINT 26 GAUGE GALV. Z BAR FLASHING HORZ. BUFF JOINT FLASHED PLYWOOD JOINT DETAIL REAR ELEVAT10"'N 14"X24" SCREENED G.E. VENT TYP. OF 2 PLACES CLASS 'A' COMP. SHINGLES 15# FELT 1/2" OSB RADIANT BARRIER AT NEW ROOF ONLY 1X4 TRIM @ ALL ELEVATIONS RELEVAT10"'N 2X6 FASCIA BD. PERMIT # r -A � '?,- t;` 3ALV. FLASHING BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DATE \ �- (� -' (f BYH- DRAWN BY: B. RUBANOFF 0 DATE; 7-8-16 SCALE: 0 1/4"=1'-0" U.N.O. JOB: FREGOSO 0 SHEET # � �F 0 Lli C Q 0 Z CO � J LJ Q 0-) 0 � J Ln 0 C 0-) f� W W00 Z ?: �- Z 0 LJ Q U m � 0 z C�dL.Lj I `d J 0 = J cnoo' o z Ln m Q Q ry Co 0 1 z Q DRAWN BY: B. RUBANOFF CHECKED: DATE; 7-8-16 SCALE: 1/4"=1'-0" U.N.O. JOB: FREGOSO SHEET # 6 �F NOTE: THE VENT FOR THE DRYER EXHAUST A MIN. OF 100 SQ. IN. DUCT SHALL BE A MINIMUM OF 4" DIAMETER, OF MAKE UP AIR IS REQ'D. VENTED TO THE OUTSIDE AND EQUIPPED WITH FOR THE DRYER, & SHALL A BACKDRAFT DAMPER. CMC 504.3.1. EXHAUST BE PROVIDED IN THE DOOR DUCT LENGTH SHALL BE 14' MAX. WITH TWO OR BY OTHER APPROVED 90 DEGREE ELBOWS. CMC 504.3.1.2. MEANS. CMC 504.3.2 r WITH BATTERY BACK UP ELECT[R_�CAL i LIGHTING WSUpES HIGH EFFICIENCY LUMINAIRES OTHER THAN OUTDOOR HID: CONTAIN ONLY HIGH EFFICIENCY LAMPS AS OUTLINED IN TABLE 150-C, AND DO NOT CONTAIN A MEDIUM SCREW BASE SOCKET. BALLAST FOR LAMPS 13 WATTS OR GREATER ARE ELECTRONIC AND HAVE AN OUTPUT FREQUENCY NO LESS THAN 20 kHz. HIGH EFFICIENCY LUMINAIRES -OUTDOOR HID: CONTAIN ONLY HIGH EFFICIENCY LAMPS AS OUTLINED IN TABLE 150-C, LUMINAIRE HAS FACTORY INSTALLED HID BALLAST. PERMANTLY INSTALLED LUMINAIRES IN KITCHENS SHALL BE HIGH EFFICIENCY LUMINAIRES. UP TO 50% OF THE WATTAGE, AS DETERMINED IN SEC. 130(C), OF PERMANTLY INSTALLED LUMINAIRES IN KITCHENS MAY BE IN LUMINAIRES THAT ARE NOT HIGH EFFICIENCY LUMINAIRES, PROVIDED THAT THESE LUMINAIRES ARE CONTROLLED BY SWITCHES SEPARATE FROM THOSE CONTROLLING THE HIGH EFFICIENCY LUMINAIRES. A MINIMUM OF ONE(1) HE LUMINAIRE IS TO BE INSTALLED IN EACH BATHROOM. ALL OTHER LIGHTING IN BATHROOMS SHALL BE HE OR CONTROLLED BY OCCUPANCY SENSOR(S). REFERENCE CA. ENERGY CODE 150(K)5. ALL LIGHTING IN GARAGES, LAUNDRY ROOMS, UTILITY ROOMS SHALL BE HIGH EFFICIENCY LUMINAIRES AND ARE CONTROLLED BY A VACANCY SENSOR(S) I.E. MANUAL ON, AUTOMATIC OFF. REFERENCE CA. ENERGY CODE 150(K)6. PERMANTLY INSTALLED LUMINAIRES LOCATED OTHER THAN IN KITCHENS, BATHROOMS, GARAGES, LAUNDRY ROOMS, AND UTILITY ROOMS SHALL BE HIGH EFFICIENCY LUMINAIRES (EXCEPT CLOSETS LESS THAN 70 SQ. FT.), OR ARE CONTROLLED BY A DIMMER SWITCH OR ARE CONTROLLED BY AN OCCUPANT SENOR(S) THAT COMPLIES WITH SECTION 119(D) THAT DOES NOT TURN ON AUTOMATICALLY OR HAVE AN ALWAYS ON OPTION. LUMINAIRES THAT ARE RECESSED INTO INSULATED CEILINGS ARE APPROVED FOR ZERO CLEARANCE INSULATION COVER (IC) AND ARE CERTIFIED AIR TIGHT TO ASM E283 AND LABELED AS AIR TIGHT (AT) TO LESS THAN 2.0 CFM AT 75 PASCALS. LUMINAIRES PROVIDING OUTDOOR LIGHTING AND PERMANTLY MOUNTED TO A RESIDENTIAL BUILDING OR TO OTHER BUILDINGS ON THE SAME LOT SHALL BE HIGH EFFICIENCY LUMINAIRES (NOT INCLUDING LIGHTING AROUND SWIMMING POOLS/WATER FEATURES OR OTHER ARTICLE 680 LOCATIONS) OR ARE CONTROLLED BY OCCUPANT SENSOR(S) WITH INTEGRAL PHOTO; CONTROL CERTIFIED TO COMPLY WITH SECTION 119(D). NOTE: PROVIDE AN INTERSYSTEM BONDING ELECTRODE WHICH INCLUDES PROVISIONS FOR CONNECTING AT LEAST THREE GROUNDING OR BONDING CONDUCTORS REQUIRED FOR COMMUNICATIONS SYSTEMS SHALL BE INSTALLED EXTERNALLY AT THE SERVICE ENTRANCE PANEL AS SPECIFIED IN CEC800.100B AND CEC 250.94 - /I WATER HEATER NOTES a.) PROVIDE 120V ELECTRICAL RECEPTACLE WITHIN 3 FEET OF THE WATER HTR. AND ACCESSIBLE WITH NO OBSTRUCTIONS. b.) PROVIDE A CATEGORY III OR IV VENT, OR A TYPE B VENT WITH STRAIGHT PIPE BETWEEN THE OUTSIDE TERMINATION AND THE SPACE WHERE THE WATER HTR. IS INSTALLED. c.) PROVIDE A CONDENSATE DRAIN THAT IS NO MORE THAN 2" HIGHER THAN THE BASE OF THE INSTALLED WATER HTR. AND ALLOWS NATURAL DRAINING WITHOUT PUMP ASSISTANCE. d;,�-PROVIDE-A-GAS SUPPLY -LINE _WITH A CAPACITY OF AT LEAST 200,000 BTU/HR. C.j) C i'C a.) 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. b.) 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. c.) SMOKE ALARMS OR DETECTORS SHALL BE INSTALLED A MINIMUM OF 20' HORIZONTAL DISTANCE FROM A PERMANENTLY INSTALLED COOKING APPLIANCE EXCEPT IONIZATION SMOKE ALARMS WITH AN ALARM SILENCING SWITCH OR PHOTOELECTRIC SMOKE ALARMS. d.) 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. e.) 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. f.) SMOKE ALARMS .AND DETECTORS SHALL NOT BE INSTALLED WITHIN A 36" PATH FROM THE TIP OF THE BLADE OF A CEILING -SUSPENDED (PADDLE) FAN. g.) A 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. h.) FOR STAIRWAYS LEADING UP FROM A BASEMENT, SMOKE ALARMS OR DETECTORS SHALL BE LOCATED ON THE BASEMENT CEILING NEAR THE ENTRY TO THE STAIRS. i.) 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 HIGHEST POINT. f �GVIC& PIAN NO -T-5 1. PERMANET WIRE ALL SMOK�I §fTP&�1TON A DETECTED CIRCUIT 2. THE FOLLOWING GUIDE LINES MUST BE MET ON WALL PLUGS -ANY WALL OVER 2'-0" IN LENGTH SHALL HAVE A RECEPTACLE -PLUGS SHALL BE A MAXIMUM OF 12'-0" APART -PLUGS SHALL BE 6'-0" OF END OF WALL OR OPENING -ALL PLUGS AT KITCHEN, BATHROOMS, OUTSIDE, AND AT THE GARAGE SHALL BE G.F.I. PROTECTED -PROVIDE AT LEAST TWO 20 AMP CIRCUITS AT KITCHEN AND LAUNDRY ROOMS -FIELD VERIFY LOCATION OF SERVICE PANEL AND METER WITH LOCAL BUILDING DEPARTMENT AND THE POWER COMPANY -THE LOCATION OF PHONE AND T.V. JACKS TO BE OWNER APPROVED PRIOR TO INSTALLATION -PROVIDE ELECTRICAL FOR HEAT AND AIR UNIT TO BE LOCATED AT THE SITE VERIFY WITH OWNER PRIOR TO CONSTRUCTION -PROVIDE 20 AMP BRANCH CIRCUITS AT BATHROOMS -BATHROOM RECEPTACLES SHALL BE SUPPLIED BY A SEPARATE 20 AMP CIRCUIT AND SHALL NOT HAVE EXHAUST FAN, LIGHTING OR OTHER OUTLETS ON IT AS -PROVIDE ARC -FAULT CIRCUIT -INTERRUPTER PROTECTION FOR ALL OUTLETS INCLUDING RECEPTACLE OUTLETS, SWITCH OUTLETS, LIGHTING OUTLETS, AND SMOKE DETECTORS AND SMOKE DETECTORS LOCATED IN BEDROOMS AS PER CEC ARTICLE 210-12. - ALL 15/20 AMPERE RECEPTACLES INSTALLED PER CEC 210.52 SHALL BE LISTED TAMPER RESISTANT RECEPTACLES. - ALL BRANCH CIRCUTS SUPPLYING 15/20 AMPERE OUTLETS IN FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS LIBRARIES, DENS, SUNROOMS, BEDROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS/AREAS SHAL BE PROTECTED BY A LISTED COMBINATION TYPE ARC -FAULT CIRCUT INTERRUPTER - SPECIFY TAMPER RESISTANT RECEPTACLES IN THE DWELLING. ALL 125 -VOLT SINGLE PHASE, 15 AND 20 AMP RECEPTACLES SHALL BE LISTED TAMPER- RESISTANT RECEPTACLES. (THROUGHOUT) 2013 CEC ARTICLE 406.11 FOR THIS PROJECT IT ONLY APLLIES TO REWIRING OR ADDITIONS. - ALL WORK ON THIS PROJECT SHALL CONFORM TO THE ADOPTED EDITIONS OF THE 2013 CALIF. ELECT. CODE 1 t'i;L,T/k t.1..+lTt�i•�i v t= 'v V' �1�A�-i.�ryr2S . PERMIT # f)_A ' %✓�' BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DATE I Z ` 1 (.0 BY A . DRAWN BY; B. RUBANOFF CHECKED DATE: 7-8-16 SCALE: 1/4"=1'-0" U.N.O. JOB' FREGOSO SHEET # 7 0 F I O O u/ O L- O w ( I J 0Z w Q-� 0-)O W � J Lo Q LL_ rn O 0 S� ]2 LTJ Q L,J � — z O — O M L.LJ U O 86 W 0 Lv J F= U) i O C) E Z ry Q � (0 O Li z Q i DRAWN BY; B. RUBANOFF CHECKED DATE: 7-8-16 SCALE: 1/4"=1'-0" U.N.O. JOB' FREGOSO SHEET # 7 0 F I 587.93' 5y /.Y'J 676.98' GUTTER WITH ABILITY TO PREVENT THE ACCUMULATION OF LEAVES (N) DOWNSPOUT N5PouT DAPTER 10' MIN - 11 2% 4" HDPE N-12 CLOSED PIPE CO & TEE OPTION 1: UNDERGROUND RETENTION SYSTEM 1�- BACKFILL im CO & SWEEP 25 LF 4" PERF PIPE 6" WRAPPED IN FILTER FA6RIC (PERFORATION DOWN) IN GRAIN ROCK. WATER RETENTION O'PTIONS SITE PLAN - (E) GUTTER PERMIT # 61I O J--) t BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DATE I Z - i ' BY JV I • �V� O 1 O (n w O Z Jw Q 0-)W ry -j Ln C]I LL - O M W W 0 L� f Z 3 J Z ct� Q 8d m � v J LTJ z C�6 w J . O = -J ~ (n i o Z In IY Q Qry cfl O LL- Z Q DRAWN BY: B. RUBANOFF CHECKED: DATE 7-8-16 SCALE 1/4"=1'-0" U.N.O. J❑B: FREGOSO 613 //V� SHEET # U Or GENERAL STRUCTURAL NOTES 1. GENERAL 3. CONCRETE / REINFORCING CONTINUED 6. FRAMING / LUMBER CONTINUED 9. DESIGN LOADS CONTRACTOR OVS OVERSIZE ROUND HOLE A) ALL WORK SHALL CONFORM TO THE 2013 CBC AND ALL APPLICABLE LOCAL CODES. 1) REINFORCEMENT COVER SHALL BE AS FOLLOWS: 6-4 POSTS/TRIMMERS: A) THE STRUCTURE HAS BEEN DESIGNED FOR THE FOLLOWING CRITERIA PER CBC CHAPTER 16, CTS COUNTERSINK PL PLATE DBL DOUBLE PLWD PLYWOOD DIVISIONS I, II, III, AND IV U.N.O.: DOUGLAS FIR PLCS B) THE ENGINEER (SUMMIT STRUCTURAL DESIGN) HAS PROVIDED AND IS RESPONSIBLE FOR DOUGLAS FIR - LARCH CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO SOIL: 3" PARTIAL PENETRATION A.) SUPPORT: SUPPORT ALL UPPER LEVEL POSTS AND TRIMMERS IN LOWER LEVELS WITH PT PRESSURE TREATED DJ DOUBLE JOIST P/C PRECAST CONCRETE SPECIFIC STRUCTURAL ITEMS ONLY. ALL OTHER REQUIREMENTS OF THE BUILDING CODE EACH CONCRETE WITH SOIL OR WEATHER EXPOSURE: POST -TENSIONED EF EQUIVALENT FRAMING AND BLOCK OR OTHERWISE FRAME POSTS THROUGH FLOOR SYSTEMS. B) SEISMIC: EL ELEVATION (DATUM) REQ'D REQUIRED INCLUDING WATERPROOFING, FIREPROOFING, DRAINAGE, HANDICAP ACCESSIBILITY, EGRESS ELEVATION (VIEW) OR ELEVATOR #5 BARS AND SMALLER 1 %2" SLIP CRITICAL EN EDGE NAILING SEOR STRUCTURAL ENGINEER OF SEISMIC IMPORTANCE FACTOR: 1 EQUAL RECORD REQUIREMENTS, PARKING, AND ALL OTHER DESIGN REQUIREMENTS NOT SPECIFICALLY SHOWN EACH SIDE #6 BARS AND LARGER 2" SHEATHING B.) WHERE POSTS WITH COLUMN CAPS OR BEARING PLATES ARE SPECIFIED, THE LOAD IS TO BE SIM SIMILAR MAPPED SPECTAL RESPONSE ACCELERATIONS: Ss = 0.597, S1 = 0.257 SLAB -ON -GRADE IN THE STRUCTURAL DESIGN CALCULATIONS, ARE THE RESPONSIBILITY OF THE CONTRACTOR OR EXTERIOR CONCRETE WITHOUT SOIL OR WEATHER EXPOSURE: 3/4" STANDARD EW TRANSFERRED TO THE FOUNDATION BY VERTICAL GRAIN ONLY, U.N.O. STIFF STIFFENER SEISMIC SITE CLASS: D FINISH FLOOR STL STEEL OWNER. SHOULD ANY CHANGES BE MADE FROM THE DESIGN AS SPECIFIED IN THESE FINISH SQ SQUARE FJ FLOOR JOIST SS STAINLESS STEEL SPECTRAL RESPONSE COEFFICIENTS: SDS = 0.526, SD1 = 0.323, Cs = 0.08 SHEAR WALL SCHEDULE DOCUMENTS WITHOUT THE WRITTEN APPROVAL FROM THE ENGINEER, THEN THE ENGINEER J) REINFORCEMENT SHALL BE GRADE 60 PER ASTM A615 U.N.O. LAP BOTTOM REINFORCING (60) 6-5 WALL FRAMING: FREE OF HEART CENTER T&B SEISMIC DESIGN CATEGORY: D FOS FACE OF STUD TO(P) WILL ASSUME NO RESPONSIBILITY FOR ANY ELEMENT OR SYSTEM OF THE STRUCTURE. FS BAR DIAMETERS U.N.O. AND LAP TOP REINFORCING, PLACED ABOVE 12" OF CONCRETE OR TOC TOP -OF -CONCRETE FTG FOOTING TOF BASIC SEISMIC -FORCE -RESISTING SYSTEM: LIGHT FRAMED SHEAR WALLS GAUGE TOS TOP -OF -STEEL MORE, (80) BAR DIAMETERS U.N.O. GALVANIZED A.) DOUBLE TOP PLATE SPLICES: SPLICES AND JOINTS IN DOUBLE TOP PLATE OF STUD BEARING GLB GLUE -LAM BEAM SEISMIC BASE SHEAR: 8.1 KIPS TOE NAIL HDG C) THE DRAWINGS AND CALCULATIONS REPRESENT THE FINISHED STRUCTURE, AND, UNLESS TYPICAL HDR HEADER UNO WALL SHALL OCCUR AT THE CENTER LINE OF SUPPORTING STUD. TOP PLATE SPLICES OF STUD HGR HANGER (SIMPSON) RESPONSE MODIFICATION FACTOR: R = 6.5 VERTICAL HORIZ HORIZONTAL SPECIFICALLY NOTED OTHERWISE, DO NOT SHOW THE METHOD OF CONSTRUCTION. THE K) #5 AND LARGER REBAR SHALL NOT BE RE-BENT. INSIDE DIAMETER WWF WALLS SHALL BE 48" LONG WITH (12) 16d SINKERS EACH SIDE OF EACH SPLICE U.N.O. WHERE INT INTERIOR ANALYSIS PROCEDURE USED: EQUIVALENT STATIC FORCE PROCEDURE WITH CONTRACTOR IS RESPONSIBLE FOR THE METHOD OF CONSTRUCTION, AND SHALL PROVIDE ALL JOIST W/0 WITHOUT JT SPLICE IS INTERRUPTED, USE ST6224 STRAP U.N.O. MEASURES NECESSARY TO PROTECT THE PUBLIC, CONSTRUCTION WORKERS, AND THE L) ALL REINFORCING STEEL AND ANCHOR BOLTS SHALL BE ACCURATELY LOCATED AND C) WIND: STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE FORMING, SHORING, ADEQUATELY SECURED IN POSITION BEFORE AND DURING CONCRETE PLACEMENT. B.) FIRE BLOCKS: FIRE BLOCK STUD WALLS AT MID -HEIGHT WHERE STUD LENGTH EXCEEDS 10'-0". WIND SPEED: 110 MPH BRACING, SCAFFOLDING, ETCETERA. WIND EXPOSURE: C C.) MIS -PLACED ANCHOR BOLTS: WHERE ANCHOR BOLTS HAVE BEEN INCORRECTLY PLACED, D) IF A PARTICULAR FEATURE OF CONSTRUCTION IS NOT FULLY SHOWN ON THE DRAWINGS OR IN 6. FRAMING/LUMBER USE SIMPSON SET EPDXY WITH ANCHOR OF SAME DIAMETER WITH 7" EMBEDMENT IN D) LIVE LOADS: THE CALCULATIONS, THEN IT SHALL BE CONSTRUCTED IN THE SAME CHARACTER AS SIMILAR CONCRETE AND INSTALLATION PER MANUFACTURERS RECOMMENDATIONS AND CURRENT ROOF 20 PSF REDUCIBLE CONDITIONS THAT ARE SHOWN ON THE DESIGN DOCUMENTS. 6-1 MATERIALS: ICC REPORT. E) ANY CONDITIONS NOTED AS EXISTING MUST BE FIELD VERIFIED BY THE CONTRACTOR, AND A.) SHEATHING: D.) CRIPPLE WALLS: CRIPPLE WALLS SHALL BE A MINIMUM OF 14" IN HEIGHT. FOR LESSER ANY DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER WITHOUT 1. ROOF SHEATHING: SEE PLANS HEIGHTS, STACK 2X PLATES (AND SHIM AS REQUIRED). PROCEEDING WITH CONSTRUCTION PRIOR TO THE REVIEW OF THE ENGINEER. 2. FLOOR SHEATHING: SEE PLANS ABBREVIATIONS 3. WALL SHEATHING: SEE PLANS E.) NOTCHED OR CUT STUDS: NOTCHED AND/OR CUT STUDS TO CLEAR ANCHOR BOLTS ARE F) ALL WATERPROOFING AND FLASHING (ROOFS, FOUNDATIONS, GARAGE FLOORS, ETC...) IS THE NOT ALLOWED. STUDS SHALL HAVE FULL BEARING TO THE FOUNDATION PLATE. 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. AB ANCHOR BOLT K KIPS 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 FOR TEMPORARY BRACING ON ANY ADDT ADDITIONAL L ANGLE G) SHOP DRAWINGS: SHOP DRAWINGS ARE SUPERCEDED BY THE STRUCTURAL DRAWINGS UNDER GLUED LAMINATED FABRICATON SHALL BE PERFORMED IN AN APPROVED FABRICATORS SHOP WALL FRAME. STEEL STRAPS WHICH DO NOT REQUIRE THE CUTTING OF STUDS ARE AN ADJ ADJACENT LLH LONG LEG HORIZ. 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 INSPECTION ACCEPTABLE ALTERNATIVE. ALT ALTERNATE LLV LONG LEG VERT. 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 ARCH ARCHITECTURAL LONG LONGITUDINAL 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 D FOR SILL AND ANCHOR BOLT SPECIFICATIONS. BLDG BUILDING LSL LONG SLOTTED HOLE CORRECT, NOR DOES IT INFER THAT THEY SUPERCEDE THE STRUCTURAL DRAWINGS. BLKG BLOCKING LVL LAMINATED VENEER LUMBER C.) MICRO -LAMS: MICRO -LAMS (LAMINATED VENEER LUMBER) SHALL HAVE FB = 3100 PSI AND H.) WALL FRAMING RECEIVING NAILING AT 3" ON CENTER OR LESS SHALL BE 3X NOMINAL U.N.O. BM BEAM MAX MAXIMUM H) WALL FINISH SYSTEMS SUCH AS STUCCO SHALL BE APPLIED OVER FOAM BASE OR OTHER FV = 285 PSI MIN., AND SHALL BE MANUFACTURED, APPROVED AND IDENTIFIED AS PER NER-481. PER PLANS AND DETAILS. BOTT (B) BOTTOM MB MACHINE BOLTS METHOD OF ADEQUATELY ALLOWING THE FINISH TO EXPAND AND CONTRACT WITHOUT 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 1/2" DIAMETER 6-6 CONNECTIONS: BTF BTWN BEAT TO FIT BETWEEN MECH MFR MECHANICAL MANUFACTURER FINISHES. ANCHOR BOLTS AND 3" X 3" X.229" PLATE WASHERS LOCATED AT 6'-0" O.C. MAX. WITH CB CARRIAGE BOLTS MIN MINIMUM ONE BOLT LOCATED 1'-0" MAXIMUM FROM EACH END OF EACH PIECE. RE -TREAT CUT ENDS A.) HOLES FOR THROUGH BOLTS SHALL BE DRILLED 1/16" OVERSIZE. CCJ CONTROLJOINT MISC. MISCELLANEOUS I) SPECIAL INSPECTION: SPECIAL INSPECTION PER SECTION 1701 OF THE CBC SHALL BE PROVIDED WHERE REQUIRED. CIP CAST -IN-PLACE CONCRETE MTL METAL FOR THE FOLLOWING TYPES OF CONSTRUCTION: B.) ALL BOLTS, NUTS, AND LAG SCREWS SHALL BE PROVIDED WITH FLAT OR MALLEABLE CJ CONSTRUCTION JOINT (N) NEW E.) FRAMING LUMBER: ALL FRAMING LUMBER SHALL BE DOUGLAS FIR LARCH AS GRADED BY THE WASHERS WHERE BEARING AGAINST WOOD. CLR CLEAR NS NEAR SIDE 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. CMU CONCRETE MASONRY UNITS NSA NELSON STUD ANCHOR C.) ALL BOLTS AND LAG SCREWS SHALL BE TIGHTENED UPON INSTALLATION AND RE -TIGHTENED COL COLUMN NTS NOT TO SCALE 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. CONC CONCRETE OC ON CENTER DEPARTMENT, SHALL BE ICBO QUALIFIED, AND THEIR EXPERIENCE SHALL BE COMMENSURATE 2. ALL POSTS SHALL BE DF -L#1 U.N.O. CONN CONNECTION OD OUTSIDE DIAMETER 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. CONSTR CONSTRUCTION OH OPPOSITE HAND 2. SITE WORK / FOUNDATIONS A) ASSUMED MAXIMUM SOIL BEARING = 1500 PSF PER CBC TABLE 1806.2 (NO SOILS REPORT PROVIDED). B) BUILDING SITE IS ASSUMED TO BE DRAINED AND FREE OF CLAY OR EXPANSIVE SOIL. ENGINEER HAS NOT MADE A GEOTECHNICAL REVIEW OF SITE, ANY OTHER CONDITIONS ENCOUNTERED MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER. C) THESE CALCULATIONS ASSUME STABLE, UNDISTURBED SOILS AND LEVEL OR STEPPED FOOTINGS. ANY OTHER CONDITIONS SHOULD BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO THE CONSTRUCTION OF THE FOUNDATIONS. D) ALL FOOTINGS INCLUDING RETAINING WALL FOOTINGS, SPREAD FOOTINGS, WALL FOOTINGS, AND GRADE BEAMS SHALL BEAR ON UNDISTURBED SOIL WITH A FOOTING DEPTH BELOW FROSTLINE (12" TO 24" AS PER LOCAL REQUIREMENTS). E) BOTTOM OF ALL FOUNDATION TRENCHES SHALL BE CLEAN AND LEVEL. F) ALL FINISHED GRADE SHALL SLOPE AT A MINIMUM SLOPE OF 5% AWAY FROM ALL FOUNDATIONS A MINIMUM OF 10 FEET HORIZONTAL. G) FOUNDATIONS SHALL NOT BE SCALED FROM PLAN OR DETAIL DRAWINGS. H) FILL MATERIAL SHALL BE FREE FROM DEBRIS, VEGETATION, AND OTHER FOREIGN SUBSTANCES. 1) USE 4" DIAMETER PERFORATED PIPE SUB -DRAIN BEHIND ALL RETAINING WALLS. SLOPE PIPE TO DRAIN TO DAYLIGHT. J.) FOR FOOTINGS PLACED ON OR ADJACENTTO SLOPES, A GEOTECHNICAL ENGINEER MUST APPROVE FOOTING PLACEMENTS IN VIOLATION OF FIGURE 1808.7.1 OF 2013 CBC. THIS ENGINEER SHALL NOT BE LIABLE FOR ANY FOUNDATION NOT IN STRICT CONFORMANCE TO SECTION 1808 OF THE 2013 CBC. K.) WHERE LOADING TO EXISTING FOUNDATIONS IS NOT SUBSTANTIALLY INCREASED OR MODIFIED, NO DESIGN RECOMMENDATIONS HAVE BEEN MADE FOR THE SUITABILITY OF THE EXISTING FOUNDATIONS. ONLY THOSE FOUNDATIONS WHERE LOADS HAVE BEEN ADDED BY A SECOND STORY HAVE BEEN INCLUDED IN THE DESIGN. THE OWNER SHALL BE ADVISED THAT EXISTING FOUNDATIONS MAY NOT BE STRUCTURALLY ADEQUATE AND SETTLEMENT, CRACKING, AND OTHER PROBLEMS ASSOCIATED WITH EXISTING FOUNDATIONS ARE BEYOND THE SCOPE OF THIS DESIGN. IF REVIEW OF THE EXISTING FOUNDATIONS IS REQUIRED, A GEOTECHNICAL ENGINEER SHOULD BE CONTACTED TO DETERMINE THE EXTENT AND ADEQUACY OF THE EXISTING, UN -MODIFIED PORTIONS OF THE FOUNDATIONS. 3. CONCRETE / REINFORCING A) CONCRETE SHALL HAVE A MINIMUM 28 DAY STRENGTH OF 2,500 PSI U.N.O. C) ALL CEMENT USED SHALL CONFORM TO ASTM C-150 AND SHALL BE TYPE II OR TYPE III LOW ALKALI. D) AGGREGATE SHALL CONFORM TO ASTM C-33 AND SHALL NOT CONTAIN MATERIALS WHICH ARE ALKALI REACTIVE AS DETERMINED BY ASTM C-227, 289, AND 295. IF TEST DATA IS UNAVAILABLE IN REGARDS TO ALKALI REACTIVE MATERIALS, PROVIDE CEMENT WITH A MAXIMUM ALKALI CONTENT LESS THAN 0.45% BY WEIGHT. E) CONCRETE EXPOSED TO FREEZING OR THAWING SHALL BE PROTECTED IN ACCORDANCE TO THE LATEST EDITION OF THE ACI 318. F) SLABS ON GRADE SHALL BE PER THE CONTRACTOR. SUMMIT STRUCTURAL DESIGN RECOMMENDS THE FOLLOWING AS A MINIMUM 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 MOISTURE BARRIER IN COMPLIANCE WITH ASTM E 1643, OVER 4" AGGREGATE BASE. USE 3-1/2" SLAB WITH443 AT 15" E.W. ABOVE MID -DEPTH OF SLAB, OR 6X6 WWF ABOVE MID -DEPTH OF SLAB WITH SAME SUB -SLAB BUILDUP AT ALL OTHER AREAS. G) SAW -CUT TOP 3/4" OF SLAB FOR CRACK CONTROL AT INTERVALS NOT TO EXCEED 10'-0" WHERE SLAB IS REINFORCED, SAW CUT AT INTERVALS NOT TO EXCEED 7'-0" WHERE SLAB IS UN -REINFORCED. 4. 2X JOISTS SHALL BE DF -L #2 U.N.O. 5. CONCEALED BEAMS SHALL BE DF -L #2. 6. EXPOSED BEAMS SHALL BE DF -L #1 APPEARANCE GRADE FOHC (4X6 AND LARGER). 7. ALL BEAMS 6X AND LARGER SHALL BE FREE OF HEART CENTER. F.) NAILS: ALL NAILS SHALL BE COMMON U.N.O. WHERE EXPOSED TO WEATHER OR WITHIN 18" OF FOUNDATION, NAILS SHALL BE GALVANIZED. G.) BOLTS AND LAG SCREWS: BOLTS AND LAG SCREWS SHALL BE ASTM A-307 U.N.O. AND PROVIDED NEW AND WITHOUT EXCESSIVE RUST. H.) ALL HARDWARE CALLED SHALL BE SIMPSON STRONG -TIE CO., OR ENGINEER APPROVED EQUIVALENT, INSTALLED PER MANUFACTURER'S RECOMMENDATIONS WITH ALL HOLES FILLED WITH RECOMMENDED FASTENERS. USP HARDWARE MAY BE USED IN LIEU OF SIMPSON HARDWARE WITH WRITTEN APPROVAL FROM STRUCTURAL ENGINEER OF RECORD. ALL METAL HANGERS, CONNECTORS, AND FASTENERS IN CONTACT WITH PRESSURE TREATED WOOD SHALL BE STAINLESS STEEL OR OTHERWISE CERTIFIED BY THE MANUFACTURER TO RESIST CORROSION CAUSED BY THE SPECIFIC TREATMENT APPLIED TO THE WOOD AND/OR METALS. 6-2 GENERAL FRAMING: A.) MINIMUM NAILING: MINIMUM NAILING SHALL BE PER 2013 CBC TABLE 2304.9.1. B.) LARGER MEMBERS: ALL FRAMING MEMBERS SPECIFIED IN THESE CALCULATIONS ARE MINIMUMS, LARGER MEMBERS MAY BE SUBSTITUTED AT CONTRACTORS OPTION. C.) SHRINKAGE: CARE SHALL BE TAKEN TO ALLOW FOR EFFECTS OF SHRINKAGE WHICH COULD CAUSE SETTLEMENT OF ROOF AND OR FLOORS AND COULD LEAD TO FAILURE OF ASSOCIATED FRAMING MEMBERS. THE CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO PROTECT FRAMING FROM THE EFFECTS OF SHRINKAGE. D.) ALL STRUCTURAL FRAMING MEMBER WITH EXTERIOR EXPOSURE SHALL BE PRESSURE TREATED OR BE OF MATERIAL THAT IS NATURALLY RESISTANCE TO DECAY. 6-3 BEAM FRAMING: A.) BUILT UP BEAMS: ALL BUILT UP, LAMINATED DOUBLE OR MULTIPLE 2X JOISTS AND BEAMS SHALL BE NAILED TOGETHER WITH 16d NAILS AT 6" O.C., T&B U.N.O. B.) DOUBLE JOISTS: PROVIDE DOUBLE FLOOR JOISTS UNDER PARTITION WALLS RUNNING PARALLEL TO JOIST SPAN AND UNDER ALL LOCATIONS WHERE TUBS MAY BE LOCATED. ADEQUATE SUPPORT SHALL BE PROVIDED FOR ALL OTHER EQUIPMENT OR FURNISHINGS WHICH MAY NOT BE SHOWN ON THE STRUCTURAL DRAWINGS INCLUDING BUT NOT LIMITED TO: HOT WATER HEATER, STOVE, REFRIGERATOR, OVEN, FIRE PLACE ENCLOSURES, WOOD BURNING STOVE, ETCETERA. C.) BLOCKING: PROVIDE SOLID BLOCKING IN JOIST FRAMING ABOVE ALL SUPPORTS 8. ROOF FRAMING 8-1 PREFABRICATED ROOF TRUSSES: A) PREFABRICATED ROOF TRUSSES: PREFABRICATED ROOF TRUSSES SHALL BE DESIGNED BY THE TRUSS FABRICATOR PER THE REQUIREMENTS OF THE ARCHITECTURAL AND STRUCTURAL DRAWINGS AND CBC 2303.4. B) COMPLETE CALCULATIONS AND SHOP DRAWINGS INCLUDING LAYOUT, SIZE OF MEMBERS, AND CONNECTION DETAILS, STAMPED AND SIGNED BY AN ENGINEER LICENSED IN THE STATE OF CALIFORNIA, SHALL BE REVIEWED BY THE ENGINEER OF RECORD PRIOR TO TRUSS FABRICATION C) TRUSS DESIGN LOADS: TOP CHORD LIVE LOAD: 20 PSF REDUCIBLE TOP CHORD DEAD LOAD: 10 PSF BOTTOM CHORD DEAD LOAD 8 PSF_ UPLIFT LOAD AS REQUIRED BY THE 2013 CBC D) TRUSS BRIDGING SHALL BE AS REQUIRED AND SPECIFIED BY THE TRUSS FABRICATOR. E) TRUSS MANUFACTURER SHALL OBTAIN ALL NECESSARY APPROVALS FROM THE PUBLIC AGENCIES INVOLVED IN GOVERNING CONSTRUCTION. F) TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING MAXIMUM DEFLECTIONS UNDER DESIGN LOADS: LIVE LOAD DEFLECTION = L/360, TOTAL LOAD DEFLECTION = L/240 CONT CONTINUOUS OPNG OPENING CONTR CONTRACTOR OVS OVERSIZE ROUND HOLE CP COMPLETE PENETRATION PDF POWDER DRIVEN FASTENER CTR CENTER PERP PERPENDICULAR CTS COUNTERSINK PL PLATE DBL DOUBLE PLWD PLYWOOD DF DOUGLAS FIR PLCS PLACES DF -L DOUGLAS FIR - LARCH PP PARTIAL PENETRATION DIA DIAMETER PT PRESSURE TREATED DJ DOUBLE JOIST P/C PRECAST CONCRETE EA EACH P/T POST -TENSIONED EF EACH FACE REINF REINFORCEMENT EL ELEVATION (DATUM) REQ'D REQUIRED ELEV ELEVATION (VIEW) OR ELEVATOR SC SLIP CRITICAL EN EDGE NAILING SEOR STRUCTURAL ENGINEER OF EQ EQUAL RECORD ES EACH SIDE SHTG SHEATHING (E) EXISTING SIM SIMILAR EXP EXPANSION SOG SLAB -ON -GRADE EXT EXTERIOR STD STANDARD EW EACH WAY STIFF STIFFENER FF FINISH FLOOR STL STEEL FIN FINISH SQ SQUARE FJ FLOOR JOIST SS STAINLESS STEEL FLR FLOOR SWS SHEAR WALL SCHEDULE FNDN FOUNDATION SYM SYMMETRICAL FOHC FREE OF HEART CENTER T&B TOP & BOTTOM FOS FACE OF STUD TO(P) TOP OF (PLYWOOD) FS FAR SIDE TOC TOP -OF -CONCRETE FTG FOOTING TOF TOP -OF -FOOTING GA GAUGE TOS TOP -OF -STEEL GALV GALVANIZED TOW TOP -OF -WALL GLB GLUE -LAM BEAM TN TOE NAIL HDG HOT DIPPED GALVANIZED TYP TYPICAL HDR HEADER UNO UNLESS NOTED OTHERWISE HGR HANGER (SIMPSON) VERT VERTICAL HORIZ HORIZONTAL WP WORKPOINT ID INSIDE DIAMETER WWF WELDED WIRE FABRIC INT INTERIOR W/ WITH JST JOIST W/0 WITHOUT JT JOINT PERMIT # J"&:-311; BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE (� DATE 12 -2't - L( —BY I— Q�OFESSIO�,9 �No. 75688`' * E . 6/ 0/18 J� CIVIL gTFOF CALF 9/07/16 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS 383 Rio Lindo Ave. Suite 200 Chico, CA 95926 P. 530.592.4407 SummitChico.com V 1 Q w JU W LUJ O --' 0 �> w0 Z no mmmj z U -i Q Qz zQ O 0 D� O �O Q w U O D O -' �� 0 W re Wryo = LL Lr) V / � REVISIONS: DATE: 9/07/16 SCALE: NTS DRAWN BY: RKB JOB NUMBER: 16-278 SHEET: S N FASTENING SCHEDULE (TABLE 2304.9.1) CONNECTION FASTENING`" LOCATION 1. JOIST TO SILL OR GIRDER 3 - 8d COMMON (2 1/2" X 0.131") TOE NAIL 40% 3 - 3" X 0.131" NAILS 4" 3 1/2" 3 - 3" 14 GA. STAPLES 1 3/8" 2. BRIDGING TO JOIST 2 - 8d COMMON (2 1/2" X 0.131") TOE NAIL EACH END POST PER PLAN WHERE OCCURS 2 - 3" X 0.131" NAILS - 29. JOIST TO BAND JOIST 2 - 3" 14 GA. STAPLES FACE NAIL 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. TYPICAL FACE NAIL AB 0 3'-9" O.C. 3" X 0.131" NAILS AT 8" O.C. II II 30. LEDGER STRIP 3" 14 GA. STAPLES AT 12" O.C. FACE NAIL 00 3 - 16d (3 1/2" X 0.135") AT 16" O.C. BRACED WALL PANELS SOLE PLATE TO JOIST OR BLOCKING AT 4 - 3" X 0.131" NAILS AT 16" O.C. A35 AT 1'-8" O.C. RBC AT V-2" O.C. BRACED WALL PANEL 4 - 3" 14 GA. STAPLES PER 16" t I I I I 7. TOP PLATE TO STUD 2 - 16d COMMON (3 1/2" X 0.162") 0� 3 - 3" X 0.131" NAILS END NAIL 31. WOOD STRUCTURAL PANELS AND PARTICLE BOARD.' AND WALL SHEATHING (TO FRAMING) 3 - 3" 14 GA. STAPLES 8d 0 4" O.C. 8. STUD TO SOLE PLATE 4 - 8d COMMON (2 1/2" X 0.131") TOE NAIL PER HOLDOWN 4 - 3" X 0.131" NAILS AT 8" O.C. Q � 3 - 3" 14 GA. STAPLES AT 12" O.C. 19/32" TO 3/4" 8d OR 6d" SCHEDULE 2 - 16d COMMON (3 1/2" X 0.162") END NAIL 12d 0 4" O.C. 3 - 3" X 0.131" NAILS 1 WALL SCHED. � Il A35 AT V-5" O.C. RBC AT 10" O.C. 3 - 3" 14 GA. STAPLES 9. DOUBLE STUDS 16d (3 1/2" X 0.135") AT 24" O.C. FACE NAIL 3" X 0.131" NAIL AT 8" O.C. 4" OR Sd° 3" 14 GA. STAPLE AT 8" O.C. USE 3X 3X STUD AT I 10. DOUBLE TOP PLATES 16d (3 1/2" X 0.135") AT 16" O.C. TYPICAL FACE NAIL 640 3" X 0.131" NAIL AT 12" O.C. ABUTTING PANEL 7/8" TO 1" 8d• 3" 14 GA. STAPLE AT 12" O.C. DOUBLE TOP PLATES 8 - 16d COMMON (3 1/2" X 0.162") LAP SPLICE SCHEDULE 1 2 - 3" X 0.131" NAILS 32. PANEL SIDING (TO FRAMING) 12 - 3" 14 GA. STAPLES REQ'D PER SHEAR p 11. BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE 3 - 8d COMMON (2 1/2" X 0.131") 5/8" 8d' 3 - 3" X 0.131" NAILS TOE NAIL 3 - 3" 14 GA. STAPLES 1/2" No. 11 GAGE ROOFING NAIL' 12. RIM JOIST TO TOP PLATE 8d (2 1/2" X 0.131") AT 6" O.C. TOE NAIL II I I°I I -,--LILA 3" X 0.131" NAIL AT 6" O.C. 3" 14 GA. STAPLE AT 6" O.C. 13. TOP PLATES, LAPS AND INTERSECTIONS 2 - 16d COMMON (3 1/2" X 0.162") FACE NAIL 3 - 3" X 0.131" NAILS 25/32" No. 11 GAGE ROOFING NAIL" 3 - 3" 14 GA. STAPLES 14. CONTINUOUS HEADER, TWO PIECES 16d COMMON (3 1/2" X 0.162") 16" O.C. ALONG EDGE 15. CEILING JOISTS TO PLATE 3 - 8d COMMON (2 1/2" X 0.131") TOE NAIL No. 16 GAGE STAPLE' 5 - 3" X 0.131" NAILS 5 - 3" 14 GA. STAPLES 1/4" 4d' 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, NON-BEARING WALLS TO HAVE TABLE 2308.10.4.1 FACE NAIL b. Nails spaced at 6 inches on center at edges, 12 inches at intermediate supports except 6 inches at supports where spans are and diaphragms and shear walls, refer to Section 2305. Nails 4-3"X0.131"NAILS 48 inches or more. For nailing of wood structural panel particleboard for wall sheathing are permitted to be common, box or casing. Common or deformed shank (6d - 2" x 0.113"; 8d - 2 1/2" x 0.131"; 10d - 3" x 0.148") 4 - 3" 14 GA. STAPLES 18. CEILING JOISTS TO PARALLEL RAFTERS 3 - 16d COMMON (3 1/2" X 0.162") MIN, f. Corrosion -resistant siding (6d - 1 x TABLE 2308.10.4.1 FACE NAIL 4-3"X0.131"NAILS 4 - 3" 14 GA. STAPLES 19. RAFTER TO PLATE 3 - 8d COMMON (2 1/2" X 0.131") TOE NAIL 5 - 3" X 0.131" NAILS k. Panel supports at 24 inches. or I. For roof sheathing applications, 8d nails (2 1/2" x 0.113") are the minimum required for wood structural panels. 5 - 3" 14 GA. STAPLES 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. 8 inches intermediate supports for subfloor and wall sheathing and 3 inches 2D. 1" DIAGONAL BRACE TO EACH STUD AND PLATE 2 - 8d COMMON (2 1/2" X 0.131") on center at edge , 6 inches at intermediate supports of roof sheathing. Fasteners spaced 4 inches on center at edges, 8 inches at intermediate supports. 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 - Sd 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 BOTTOMSTAGGERED ON 3" X 0.131" NAILS AT 24" O.C. OPPOSITE ENDS 3" 14 GA. STAPLES AT 24" O.C. 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 PROVIDE SIMPSON RPS22 STRAP AT EACH PLATE, (2) MIN PER NOTCH WALL CONTINUES WHERE Q�OFESSIQN9 "OCCURS PER PLAN �0 K. B 2 1/2- MAX. DEPTH FOR 2X4 PLATE I 3 1/2" MAX. DEPTH FOR 2X6 PLATE - P - 0 (5) 16d +++ + + AT EXISTING FOUNDATIONS AND AT MISSED AB PROVIDE 1/2" rNo. 75688' � + + + + DIAMETER TITEN HD AT REQUIRED SPACING WITH 4" EMBED, 1 3/4" E 6 0/18 1 2 MAX + ` MINIMUM EDGE DISTANCE, 8" MINIMUM END DISTANCE, AND 8" TO * C 1 V 1 \- �* 5 / " MINIMUM SPACING. LOCATE AND AVOID ALL REINFORCING PRIOR T A + [DRILLING. INSTALL PER MANUFACTURER'S RECOMMENDATIONS gT�QFCAO� N PARTIAL PLAN AT TOP PLATE CORNER AND TEE ,1A-„ � " 9/07/16 DBL 2X TOP PLATE S1126 STRAP, U.N.O., 12" MAX 4 !0 AMAX AT (3) STORY AND TALLER THESE PLANS HAVE BEEN REVIEWED q PER DETAIL BELOW --\CENTERED ON DISCONTINUITY 5" MIN 6 -0 MAX AT(I) AND 2 STORY PT DF -L FOR COMPLIANCE ONLY WITH THE (SEE SHEAR WALL SCHED.) SILL ATTACHED STRUCTURAL N CALCULATIONS ISI I II 11/2" MAX, TYP. TOP PLATE PER 6/SD1 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 8" C 1 NOTCHING AND BORING PERMITTED IN THIS REGION Ls /317 Ls D 8" STRUCTURAL WALL STUD 7" MIN L PLATE WASHER I I U �4 3 X 3 X .229 , TYP-// STUD DIRECTLY UNDER SPLICE, TYP. TYPICAL TOP PLATE DISCONTINUITY MASA/MASAP ANCHOR OPTION PER NOTE 4 (5) 16d AT CORNER OR INTERSECTING WALL 2" HOOK, TYP \-FNDN PER PLAN 16d SINKERS AT 16" O.C. 4'-0" MIN. LAP LENGTH TYP 16d SINKERS AT 16" O.C. (12) MIN. BETWEEN SPLICES 16d SINKERS AT 16" O.C. (12) MIN. BETWEEN SPLICES GENERAL NOTES: ' (12) MIN. BETWEEN SPLICES 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 383 Rio Lindo Ave. USED WHEN A STANDARD CUT WASHER IS ADDED BETWEEN THE PLATE WASHER AND NUT. Suite 200 STUD DIRECTLY DBL 2X Chico, CA 95926 UNDER SPLICE, TYP. I TOP PLATE 4.) CONTACT SUMMIT STRUCTURAL DESIGN FOR MASA/MASAP ANCHOR OPTION IN LIEU OF P. 530.592.4407 ANCHOR BOLTS. INTERSECTING WALL OR CORNER WHERE OCCURS ---I SummitChico.com TYPICAL TOP PLATE SPLICE 5.) AT SHEAR WALLS, PLATE WASHER MUST BE LOCATED 1/2" OR LESS FROM THE INSIDE FACE OF SHEATHING. 9 TYPICAL TOP PLATE SPLICE DETAILF-6-�TYPICAL FNDN ANCHOR BOLT DETAIL 3 NO SCALE FS D I NO SCALE S D I LD1 TOP PLATE PER 6/SD1 NON-STRUCTURAL WALL STUD BORING STUD WIDTH NOTCHING MAX STUD SPACING NOMINAL ACTUAL 25% 40% 40% 60% 4" 3 1/2" 7/8" 1 3/8" 1 3/8" 2 1/16 I- OPENING -j POST PER PLAN WHERE OCCURS 6.) NOTCHES AND BORED HOLES SHALL NOT OCCUR AT THE SAME SECTION. - 29. JOIST TO BAND JOIST 3 - 3" X 0.131" NAILS (J1 D A J Q in i 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% 16" MAX STUD SPACING H 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 D T&B,' TYP U.N.O. 3 - 10d COMMON (3" X 0.148") 4 - 3" X 0.131" NAILS D &B, 3 - 3" X 0.131" NAILS Q 4 - 3" 14 GA. STAPLES A G 5/8" OF MATERIAL FROM STUD EDGE TO HOLE EDGE. © OPENING I- OPENING -j POST PER PLAN WHERE OCCURS 6.) NOTCHES AND BORED HOLES SHALL NOT OCCUR AT THE SAME SECTION. 1 5/16" 29. JOIST TO BAND JOIST (J1 D A J Q in i 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% SLAB -ON -GRADE PER PLAN p. TYPICAL FASTENING SCHEDULE Io TYPICAL NON-BEARING WALL DETAIL NO SCALE SDI NO SCALE LSD1 7 SDI STUD WALL ELEVATION KEY 26. COLLAR TIE TO RAFTER 3 - 3" COMMON (I x u.iaa) 4-3"X0.131"NAILS 4 - 3" 14 GA. STAPLES FACE NAIL 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 27. JACK RAFTER TO HIP 3 - 10d COMMON (3" X 0.148") 4 - 3" X 0.131" NAILS TOE NAIL 3 - 3" X 0.131" NAILS Q 4 - 3" 14 GA. STAPLES NO SCALE 5/8" OF MATERIAL FROM STUD EDGE TO HOLE EDGE. © 3 - 3" 14 GA. STAPLES 2 - 16d COMMON (3 1/2" x 0.162") POST PER PLAN WHERE OCCURS 6.) NOTCHES AND BORED HOLES SHALL NOT OCCUR AT THE SAME SECTION. 1 5/16" 29. JOIST TO BAND JOIST 3 - 3" X 0.131" NAILS FACE NAIL 6" AND SPACING CLIP SPACING 3 - 3" 14 GA. STAPLES 4- 3"X0.131" NAILS 2X MUDSILL 12d 0 7" O.C. TYPICAL WALL FRAMING PENETRATIONS s 28. ROOF RAFTER TO 2X RIDGE BEAM 2 - 16d COMMON (3 1/2" X 0.162") 3-3"X0.131"NAILS 3-3"14 GA. STAPLES TOE NAIL SLAB -ON -GRADE PER PLAN p. TYPICAL FASTENING SCHEDULE Io TYPICAL NON-BEARING WALL DETAIL NO SCALE SDI NO SCALE LSD1 7 SDI STUD WALL ELEVATION KEY ® 2 - 16d COMMON (3 1/2 X 0.162) FACE NAIL TRIMMER/S PER SCHEDULE © KING STUD/S PER SCHEDULE ® 3 - 3" X 0.131" NAILS Q BLOCK AT ALL SHEATHING SPLICES, AND AT 10'-0" MAX UNBRACED STUD LENGTH NO SCALE NAIL MULTIPLE TRIMMERS/KING STUDS TOGETHER WITH 16d AT 12" O.C. STAGGERED © 3 - 3" 14 GA. STAPLES ® POST PER PLAN WHERE OCCURS DBL 2X 1 5/16" 29. JOIST TO BAND JOIST 3 - 16d COMMON (3 1/2" X 0.162") FACE NAIL 6" AND SPACING CLIP SPACING (PLF) 4- 3"X0.131" NAILS 2X MUDSILL 12d 0 7" O.C. 8d 0 6" O.C. 8d 0 12" O.C. -EN PER SHEAR 4 - 3" 14 GA. STAPLES U AB 0 3'-9" O.C. I1 II II 30. LEDGER STRIP 3 - 16d COMMON (3 1/2" X 0.162") FACE NAIL 00 AS REQ'D 12d 0 5" O.C. 8d 0 4" O.C. 4 - 3" X 0.131" NAILS A35 AT 1'-8" O.C. RBC AT V-2" O.C. 350 EDGES, TYP i t I I I I T COMPRESSION 4 - 3" 14 GA. STAPLES 0� I I � l l I I 31. WOOD STRUCTURAL PANELS AND PARTICLE BOARD.' AND WALL SHEATHING (TO FRAMING) 1/2" AND LESS 6d°' 2 3/8" X 0.113" NAIL" 8d 0 4" O.C. 8d 0 12" O.C. A35 AT 1'-8" O.C. RBC AT V-0" O.C. SUBFLOOR, ROOF PER HOLDOWN AB 0 V-3" O.C. Q � - 19/32" TO 3/4" 8d OR 6d" SCHEDULE V.J 2X MUDSILL 12d 0 4" O.C. 2 3/8" X 0.113" NAIL' 1 WALL SCHED. � Il A35 AT V-5" O.C. RBC AT 10" O.C. 490 7/8" TO 1" 8d° II STUD II I 11 I°I I°I II II I II II SINGLE FLOOR (COMBINATION SUBFLOOR-UNDERLAYMENT 4" OR Sd° I I USE 3X 3X STUD AT I TO FRAMING) 3/4"BAND LESS 6d' A35 AT V-0" O.C. RBC AT 8" O.C. 640 II ABUTTING PANEL 7/8" TO 1" 8d• II 1 1/8- TO 1 1/4- 10d' OR 8d' SCHEDULE 32. PANEL SIDING (TO FRAMING) 1/2" AND LESS 6d' REQ'D PER SHEAR p 5/8" 8d' °I III WALL SCHEDULE ----41 II II 33. FIBERBOARD SHEATHING' 1/2" No. 11 GAGE ROOFING NAIL' II I1 II II II II I I°I I -,--LILA 6d COMMON NAIL (2" X 0.113") SILL PLATE AND AB No. 16 GAGE STAPLE' 25/32" No. 11 GAGE ROOFING NAIL" 8d COMMON NAIL- (2 1/2" X 0.131") No. 16 GAGE STAPLE' 34. INTERIOR PANELING 1/4" 4d' ALL NON -SHEAR WALLS AND 3/8" 6d' NON-BEARING WALLS TO HAVE c. Common or box nails are permitted to be used except where otherwise stated. HILTI X-CP72 SHOT PINS PER b. Nails spaced at 6 inches on center at edges, 12 inches at intermediate supports except 6 inches at supports where spans are and diaphragms and shear walls, refer to Section 2305. Nails ICC ESR -2379 AT 24" O.C. 48 inches or more. For nailing of wood structural panel particleboard for wall sheathing are permitted to be common, box or casing. Common or deformed shank (6d - 2" x 0.113"; 8d - 2 1/2" x 0.131"; 10d - 3" x 0.148") c. d. Common (6d - 2" x 0.113"; 8d - 2 1/2" x 0.131"; 10d - 3" x 0.148") e. Deformed shank (6d - 2" x 0.113"; 8d - 2 1/2" x 0.131"; 10d - 3" x 0.148") 7/8" 0.106"; 8d - 2 3/8" x 0.128") or casing (6d - 2" x .099"; 8d - 2 1/2" x 0.113") f. Corrosion -resistant siding (6d - 1 x nail g. Fasteners spaced 3 inches on center at exterior ridges and 6 inches on center at intermediate supports, when used as the edges and 12 inches on center at intermediate supports for structural sheathing. Spacing shall be 6 inches on center on 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. Casing finish nails spaced 6 inches on panel edges, 12 inches at intermediate supports. k. Panel supports at 24 inches. or 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. 8 inches intermediate supports for subfloor and wall sheathing and 3 inches o. Fasteners spaced 4 inches on center at edges, at on center at edge , 6 inches at intermediate supports of roof sheathing. Fasteners spaced 4 inches on center at edges, 8 inches at intermediate supports. SLAB -ON -GRADE PER PLAN p. TYPICAL FASTENING SCHEDULE Io TYPICAL NON-BEARING WALL DETAIL NO SCALE SDI NO SCALE LSD1 7 SDI STUD WALL ELEVATION KEY ® HEADER PER PLAN ® TRIMMER/S PER SCHEDULE © KING STUD/S PER SCHEDULE ® 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. ® POST PER PLAN WHERE OCCURS 2X4 WALL OPENING SCHEDULE (110 MPH, EXPOSURE C) OPENING WIDTH TRIMMER/S KING STUD/S UP TO 3'-0" (1) 2X4 (1) 2X4 UP TO 6'-0" (2) 2X4 (1) 2X4 UP TO 12'-0" (2) 2X4 (2) 2X4 HOLDOWN SCHEDULE (*SEE ALL NOTES BELOW*) "SIMPSON" HOLDOWN MODEL NUMBER MINIMUM HOLDOWN POST SIZE DISTANCE FROM CENTER OF CONCRETE ANCHOR TO FACE OF POST CONCRETE ANCHOR TYPE HOLDOWN FASTENERS AT POST MINIMUM STEM WALL WIDTH SINGLE POUR CONDITION TWO POUR CONDITION HDU2 DBL 2X 1 5/16" SSTB16 SSTB20 6 SCREWS 6" HDU4 DBL 2X 1 5/16" SSTB20 `' SSTB24 10 SCREWS 6" GENERAL NOTES: 1.) HOLDOWNS SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. NOTE: SEE DETAIL 8/SD1 FOR 2.) AT 3X MUDSILL USE SSTBL VERSION OF ANCHOR LISTED ABOVE. TYPICAL STUD PENETRATIONS AND DETAIL 9/SD1 FOR 3.) DOUBLE STUDS SHALL BE NAILED TOGETHER WITH 12d (DIA.=0.135") AT 6" O.C. STAGGERED. TYPICAL TOP PLATE NOTCHES. TYPICAL STUD WALL ELEVATION 5 TYPICAL HOEDOWN SCHEDULE 2 NO SCALE SD1 NO SCALE �Dl PERMIT CORNER WHERE OCCURS _ BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR (5) 16d NAILS AT CODE COMPLIANCE TOP PLATE PER 6/SD1 LAPPED CORNERS, TYP PROVIDE PANELS A MFR, 1/8" BLOCK AT AL 16" MAX SPACING L L_-TI---diil�,, 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" AP BETWEEN WALL FIELD NAIL PER NAIL SIZE NAIL SIZE NAIL SIZE I1 S REQ'D BYMIN ISHEAR WALL SCHED. ANCHOR BOLT SPACING AND SPACING AND SPACING AND SPACING CLIP SPACING (PLF) A 2X MUDSILL 12d 0 7" O.C. 8d 0 6" O.C. 8d 0 12" O.C. -EN PER SHEAR 260 U AB 0 3'-9" O.C. I1 II II WALL SCHED. 00 AS REQ'D 12d 0 5" O.C. 8d 0 4" O.C. 8d 0 12" O.C. A35 AT 1'-8" O.C. RBC AT V-2" O.C. 350 EDGES, TYP i t I I I I T COMPRESSION Lu 0� I I � l l I I POST AS REQ'D 12d 0 5" O.C. 8d 0 4" O.C. 8d 0 12" O.C. A35 AT 1'-8" O.C. RBC AT V-0" O.C. SHEAR PLY PER HOLDOWN AB 0 V-3" O.C. Q � - PER SHEAR SCHEDULE V.J 2X MUDSILL 12d 0 4" O.C. I 1 WALL SCHED. � Il A35 AT V-5" O.C. RBC AT 10" O.C. 490 AB 0 1'-0" O.C. II STUD II I 11 I°I I°I II II I II II I I USE 3X 3X STUD AT I I I HOLDOWN 8d 0 12" O.C. A35 AT V-0" O.C. RBC AT 8" O.C. 640 II ABUTTING PANEL PER II II EDGES WHERE I1 SCHEDULE REQ'D PER SHEAR p °I III WALL SCHEDULE ----41 II II II I1 II II II II I I°I I -,--LILA SILL PLATE AND AB SIZE/SPACING PER SCHED. FOUNDATION PER PLAN -'--AM X. NOTE: STUD SPACING = 16" O.C., U.N.O. CORNER WHERE OCCURS TYPICAL SHEAR WALL ELEVATION NO SCALE 4 SDI DATE I/--(- h - BY W 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 0 6" O.C. 8d 0 12" O.C. A35 AT 2'-8" O.C. RBC AT 1'-8" O.C. 260 U AB 0 3'-9" O.C. ~0 00 2X MUDSILL 12d 0 5" O.C. 8d 0 4" O.C. 8d 0 12" O.C. A35 AT 1'-8" O.C. RBC AT V-2" O.C. 350 4* AB 0 2'-9" O.C. 0 Lu 0� (/1 v / 2X MUDSILL 12d 0 5" O.C. 8d 0 4" O.C. 8d 0 12" O.C. A35 AT 1'-8" O.C. RBC AT V-0" O.C. 380 � AB 0 V-3" O.C. Q � ,Ln^ V.J 2X MUDSILL 12d 0 4" O.C. 8d 0 3" O.C. 8d 0 12" O.C. A35 AT V-5" O.C. RBC AT 10" O.C. 490 AB 0 1'-0" O.C. 3X MUDSILL 12d 0 3" O.C. 8d 0 2" O.C. 8d 0 12" O.C. A35 AT V-0" O.C. RBC AT 8" O.C. 640 AB 0 V-9" O.C. W -iU LLJ 1 LLj 0 J OJ G w Cr = 00 Qz 1 D � zQ U �o ~0 00 Q � �,.._ 0 Lu 0� (/1 v / W � Ln Q � ,Ln^ V.J U REVISIONS: GENERAL NOTES: 1.) WALL FRAMING: USE 2X OR WIDER DF -L STUDS (PER PLAN), SOLE PLATE, TOP PLATES, AND BLOCKING. USE PT DF -L MUDSILL PER SCHEDULE ABOVE. BLOCK ALL PANEL EDGES. 2.) SHEATHING: USE APA RATED (32/16 SPAN RATING) SHEATHING UNLESS NOTED OTHERWISE. EDGE NAIL PANELS AT ALL EDGES, TOP PLATES, SOLE PLATE, MUDSILL, POSTS, AND HOLDOWN DATE: 9/07/16 COMPRESSION POSTS/STUDS. 3.) NAIL SIZES: 8d: 2 1/2" X 0.131" DIAMETER COMMON, OR 2 1/2" X 0.113" DIAMETER HDG BOX, SCALE: NTS 12d: 3 1/8" X 0.135" DIAMETER SINKER, 20d: 4" X 0.192" DIAMETER COMMON. DO NOT OVERDRIVE NAILS. STAGGER SOLE FASTENING AND PRE -DRILL PILOT HOLES (MAX DRAWN BY: RKB 75% NAIL DIA) TO AVOID SPLITTING WALL ELEMENTS. 4.) AT SHEAR WALL TYPES "4", "3", AND "2" USE 3X NOMINAL FRAMING AT ABUTTING PANEL EDGES AND JOB NUMBER: 16-278 STAGGER NAILING. 5.) ALLOWABLE LOADS MAY BE MULTIPLIED BY 1.4 WHERE WIND LOADS GOVERN. SHEET: TYPICAL SHEAR WALL SCHEDULE I NO SCALE HOLDOWN AND POST PER SCHEDULE WHERE OCCURS AT HDU2 HOLDOWNS AT (E) FOUNDATIONS PROVIDE 5/8" DIA. A307 THREADED ROD IN SIMPSON SET -XP EPDXY WITH 12" EMBED IN (E) FOUNDATION. INSTALL PER MFR. RECOMMENDATIONS. LOCATE AND AVOID ALL REINFORCING PRIOR TO DRILLING (E) SLAB ON GRADE Jill (E) 2X4 STUDS AT 16" O.C. -SHEAR PER PLAN /PT DF SILL AND AB PER 3/SD1 _-E.N. NOTE: AT (2) POUR FNDN PROVIDE 10" MIN. HD ANCHOR EMBED IN FOOTING BELOW SLAB O ..0 00 — #4 CONT. BAR x TOP AND BOTT. N (E) FNDN 12" MIN. NOTES: 1. FOUNDATION SIZES AND REINFORCING SHOWN SHALL BE FIELD VERIFIED AND ANY DISCREPANCIES BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO CONSTRUCTION. 2 SPECIAL INSPECTION REQUIRED FOR EPDXY ANCHORS. SHEAR PLY AND NAILING PER PLA HOLDOWN AND PER SCHEDULE CONTINUOUS WA WHERE OCCURS - PARTIAL PLAN PLY AND IWAILI " PER PLAN 3" CL 3" 3" C FTG TYPE PER PI THICKNESS 8 A N FORCE WITH #4 i" 0. C. E. W. TYPICAL (E) FOOTING DETAIL r_9_ TYPICAL CORNER HOLDOWN DETAIL F67 TYPICAL SPREAD FOOTING SCHEDULE 3 NO SCALE SD2 NO SCALE SD2 NO SCALE SD2 NOTE: SPECIAL INSPECTION REQUIRED FOR EPDXY ANCHORS. CORNER WHERE OCCURS (E) FOUNDATION AS OCCURS i (3) #4 X 3'-0" DOWELS WITH 6" EMBED IN SIMPSON ET FOOTING SCHEDULE FOOTING TYPE DIMENSION A DIMENSION B, U.N.O. THICKNESS, U.N.O. F1.5 V-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 (E) FOOTING DETAIL r_9_ TYPICAL CORNER HOLDOWN DETAIL F67 TYPICAL SPREAD FOOTING SCHEDULE 3 NO SCALE SD2 NO SCALE SD2 NO SCALE SD2 NOTE: SPECIAL INSPECTION REQUIRED FOR EPDXY ANCHORS. CORNER WHERE OCCURS (E) FOUNDATION AS OCCURS i (3) #4 X 3'-0" DOWELS WITH 6" EMBED IN SIMPSON ET EPDXY, LOCATE AND AVOID ALL (E) REINF. PRIOR TO DRILLING 1/2" ISOLATION JOINT CONCRETE PROVIDE 6" MIN WIDTH STEM SLAB -ON -GRADE CONCRETE SLAB -ON -GRADE (N) FTG PER PLAN BEYOND PER 4/SD2 WITH #4 TOP PER PLAN PER PLAN. SLOPE PER HOOKED AT EACH END AND #4 VERT 1 /2" LIP AT GARAGE ARCH WHERE REQ'D 12" OC, (3) MIN PER WALL SEGMENT DOOR OPENING WHERE REQUIRED .II ELEV. PER ARCH j 1/2" ISOLATION JOINT 1 _,~ 1 /2" ISOLATION °o ° II • SLOPE PAVEMENT AND �-- .l • ( I I l I JOINT BEYOND ELEV. PER - 0 SUBGRADE BY OTHERS01 ° �d ONCRETE SLAB -ON -GRADE NATURAL o 0 0 o o PER PLAN. SLOPE PER ARCH GRADE LINE - H _ I I 12" MIN 1 1/2" ................... (2) LAYERS OF CLR • • BUILDING PAPER `SPREAD FOOTING PER _ PLAN WHERE OCCURS 3" CLR (2) #4 TOP AND TIES � BOTT, CONT THIS LINE (2) #3 12° TION NOTE: SEE DETAIL 1/SD2 FOR ADDITIONAL INFORMA g TYPICAL NEW FTG TO EXISTING FTG DETAIL TYP GARAGE DOOR OPENING FNDN DTL 5 TYPICAL FOUNDATION DETAIL 2 NO SCALE SD2 NO SCALE �D2 NO SCALE PERMIT # SD2, 'i i . 71-15 BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DATE ?. BY_ WALL FRAMING PER PLAN 11IIJIL.. FU\�VILJL. ., IV1IIIIayl ,I.1 �,.,� .,.,.". ....... �...... WALL FRAMING PER PLAN '.. IEDGE OF COLUMN BASE TO EACH EDGE OF SLAB.I SHEAR PER PLAN PT DF SILL AND AB PER 3/SD1 WHERE OCCURS - COLUMN PER PLAN 1/2- ISOLATION JOINT POST BASE PER PLAN, CONCRETE SLAB -ON -GRADE EN /PER PLAN. SLOPE PER SLAB -ON -GRADE - CENTERED ON FOOTING �� ARCH PER PLAN = BELOW 6" MIN I ELEV. PER ARCH �SLR CONCRETE BY OTOPE FINISHED GRADE, 8" MIN OHERS, SLOPE GRADE • AWAY FROM FOUNDATION AWAY FROM FNDN _ _ _._._ • - — I- .0 .0 1 #4 AT 24" OC VERT, #4 I I o Oq.O 00.0 . I " AT 18" OC HORIZ, WHERE 112 MIN Q STEM WALL HEIGHT > 1 -6 #4 CONT TOP AND BOTTUj I _- •� - 3" CLR ' -- 3" CLR, TYP 12" SPREAD FOOTING PER lil—��I I� I PLAN WHERE OCCURS PT DF SILL AND AB PER 3/SD1 - -SHEAR PER PLAN WHERE OCCURS CONCRETE SLAB -ON -GRADE EN PER PLAN / ROUGHEN SURFACE / 1/4" AMPLITUDE • I 1 1/2" 8" M I N #4 SLAB TIES 1 CLR MIN, AT 4'-0" OC °0 0 'o °E4,(j, TYPSLOPE FINISHED _.._GRADE AWAY #4 AT 24" OC VERT, #4- T -- FROM FOUNDATION AT 18" OC HORIZ, WHERE STEM WALL HEIGHT > 1'-6" 6" MIN " #4 CONT TOP AND BOTT- 8'p12 MIN 3" CLR, TYP SPREAD FOOTING PER PLAN WHERE OCCURS REINF. PER PLAN NOTE: WEATHER TREATMENT AND CORROSION PROTECTION BY OTHERS. TYP EXTERIOR GARAGE WALL FNDN DETAIL 4 TYPICAL SLAB FOUNDATION DETAIL 1 TYPICAL POST FOUNDATION DETAIL NO SCALE SD2 NO SCALE SD2 NO SCALE SD2 Q�OFESSIONq K QfNo. 75688' * E . 6/ 0/18 J� CIV1\- OF CAO 9/07/16 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS 383 Rio Lindo Ave. Suite 200 Chico, CA 95926 P. 530.592.4407 SummitChico.com J a W �u Lij 1 LLJ J 0 -' J 2> U -j 0, rrooDC 00 Qz � zQ U -0 1-- 0 00 rle ry ary 0 Lu i1 C ) v w QLL Ln U REVISIONS: DATE: 9/07/16 SCALE: NTS DRAWN BY: RKB JOB NUMBER: 16-278 SHEET: SD2 BOTTOM CHORD OF SIMPSON STC CLIP TRUSS BY OTHERS AT EACH TRUSS `�1 /2" GAP NON-BEARING WALL MSTA30 STRAP AT PARALLEL TOP PLATE, UNO 1/2 TOP PLATE WALL PERPENDICULAR TO TRUSS 1/2 STRAP STRAP PER 6/SD1 MSTA24 STRAP AT SPLICES, U.N.O. LENGTH LENGTH SIMPSON DTC CLIP AT NOTCH BEAM AT EACH TRUSS BEAM SPLICE AS OCCURS BEAM PER PLAN PERPENDICULAR PLATES, WHERE OCCURS o I o NAILS, TRUSS BY TYP OTHERS, TYP SIMPSON COLUMN BEAM PER PLAN PER PLAN NON-BEARING 11A 01 CAP PER PLAN NON-BEARING WALL WITH (2) 16d EACH END C END LSTA18 E.S., UNO. POST PER PLAN WALL PARALLEL TO TRUSS N OTE: TRIMMER/S POST PER PLAN ATTACHMENT OF FINISHES IS BY OTHERS AND MUST BE INSTALLED TO ACCOMMODATE VERTICAL DIFFERENTIAL MOVEMENT BETWEEN THE TRUSSES AND THE NON-BEARING WALLS. TYPICAL BEAM DETAIL 9 TYPICAL TOP PLATE -BEAM STRAP DETAIL 6 TYPICAL NON-BEARING WALL AT ROOF 3 NO SCALE LSD3 NO SCALE SD3 NO SCALE LSD PROVIDE GAP BETWEEN ROOF PLY AND PANELS AS REQ'D. BY E.N NAILING PER PLAN E.N., TYP MFR., 1/8" MIN. ROOF PLY AND NAILING PER PLAN l l /�l l lel I TRUSS BY f e i l 2X4 OVERFRAMING OTHERS, TYP 1 i �': AT 24 O.C. NOTE: OVERFRAMING PER 2/SD3 NOT SHOWN FOR CLARITY1 j e 'I (3) 16d ;` + e 1 ROOF PLY e' DRAG TRUSS TOENAILS, J i AND NAILING i l BY OTHERS - ADD 2X4 FLAT TO Ty' ' PER PLAN I BRACES LONGER e 2X4 WITH ROOF PLY THAN 6'-0" WITH ? ,, 16d NAILS /AND NAILING 16d AT 12" O.C. SLEEPER, Al f e! 1 O.C., AT 2TYP PER PLAN GIRDER TRUSS CLIP AND SPACING �� e w BY OTHERS PER PLAN/SHEAR 4X606ROACE TYP WALL SCHEDULE, T T T T E.N. OTHERWISE 4'-0" O.C. (5) 6ENDAILS11 TRUSS BY OTHERS HANGER PER • TR� I A �l USS MFR.----__ E.N. 2X BLOCKING AT 4'-0" O.C., T&B, (3) 12d T.N. EA. END OR ER YP 2X BLOCKING WITH (4) TOP PLATE PER 6/SD1 (3) 16d T.N. EA BLOCK 2X4 VERT. AT 24" 16d TO GIRDER TRUSS SHEAR PER PLAN, T 1 WHERE OCCURS WALL FRAMING PER PLAN TOP AND O 16d TOENAILS BOTT., TYP GIRDER TRUSS DETAIL 8 TYPICAL DRAG TRUSS DETAIL s TYPICAL SOLID SAWN OVERFRAMING DTL 2 NO SCALE SD3 NO SCALE SD3 NO SCALE �ID3 _j ROOF PLY AND NAILING PER PLAN 2X4 SLEEPER ROOF PLY AND NAILING It 1'-0" MAX ..�E N 2'-0" O z 3 16d TOENAILS /E.N. WITH (3) 16d PER PLAN, TYP MIT # P% 77' � NAILS AT EA (E) RAFTER OR TRUSS, FASCIA BY 24" O.C. MAX OTHERS— 24" E.N— �, - TRUSS BY DRAG TRUSS OTHERS �, �� BY OTHERS - ROOF PLY AND CONTRACTOR S NAILING PER PLAN` DEPTH AND LO ,\ MFR. PRIOR TO HALL CATION 2X SLEEPER ����'.� (2) 16d WITH (3) 16d E.N. RAFTER GABLE END NAILS AT EA WALL SCHEDULE, TRUSS P 2X4 DF#2 FLAT RAFTER OR TRUSS ' I PLAN, T TOENAILS, OUTLOOKER AT BY OTHERS OR ER YP 2X BLOCKING WITH (4) TOP PLATE PER 6/SD1 (3) 16d T.N. EA BLOCK 2X4 VERT. AT 24" 16d TO GIRDER TRUSS SHEAR PER PLAN, T 1 WHERE OCCURS WALL FRAMING PER PLAN TOP AND O 16d TOENAILS BOTT., TYP GIRDER TRUSS DETAIL 8 TYPICAL DRAG TRUSS DETAIL s TYPICAL SOLID SAWN OVERFRAMING DTL 2 NO SCALE SD3 NO SCALE SD3 NO SCALE �ID3 _j ROOF PLY AND NAILING PER PLAN 2X4 SLEEPER ROOF PLY AND NAILING It 1'-0" MAX ..�E N 2'-0" O z 3 16d TOENAILS /E.N. WITH (3) 16d PER PLAN, TYP MIT # P% 77' � NAILS AT EA (E) RAFTER OR TRUSS, FASCIA BY 24" O.C. MAX OTHERS— 24" E.N— �, - TRUSS BY DRAG TRUSS OTHERS �, �� BY OTHERS - ROOF PLY AND CONTRACTOR S NAILING PER PLAN` DEPTH AND LO ,\ MFR. PRIOR TO HALL CATION ����'.� (2) 16d E.N. GABLE END WALL SCHEDULE, 2X4 DF#2 FLAT TOENAILS, OUTLOOKER AT BY OTHERS PLYWOOD AND DRAG ADD 2X4 FLAT TO 24" O.C., NOTCH OTHERWISE 4'-0" O.C., TYP. VERIFY NOTCH PLY AND TOP 1 WITH TRUSS CHORD TO BRACES LONGER CUTTING. SEAT OUTLOOKER 1 PER BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE 99 DATE 1 2 �Z C1 �(� BY AZ ROOF PLY AND NAILING PER PLAN RBC CLIP PER SHEAR QWESS/4 K. C/-)�� L,jrNo. 75688' * E . 6/ 0/18 J� C/VIL OF CAO 9/07/16 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS . F -ago 383 Rio Lindo Ave. Suite 200 Chico, CA 95926 P. 530.592.4407 SummitChico.com W JU 0 LU LLj 1 0 J 0� 2> w 0 � / OC � L.L 0 0 D Qz Q U 00 t0 0 0 Q 0 w �+ 0 LLJ L QLL Ln U r y 1,71y REVISIONS; f" s a 9 DATE: 9/07/16 SCALE: 'NTS ­ DRAWN BY: JKBI JOB NUMBERb 16'178 5 SHEET: SD3 ����'.� (2) 16d ROOF TRUSSES GABLE END WALL SCHEDULE, ROOF TRUSSES TOENAILS, E.N. BY OTHERS PLYWOOD AND DRAG ADD 2X4 FLAT TO OTHERWISE 4'-0" O.C., TYP. BY OTHERS F TYP NAILING PER ARCH, BRACES LONGER WHERE OCCURS OTHERSBY THAN 6'-0" WITH � SOLID BLOCKING 16d AT 12 O.C. E.N� 2X4 OVERFRAMING AT (3) 12d AT 24" O.C. -v 35 CLIP AT 4'-0" O.C. A35 CLIP PER 2X6 BRACE AT SOLID BLOCKING (E) RAFTERS OR 24" O.C. WITH (2) 16d PLAN/SHEAR WALL 4'-0" O.C. WITH H2.5T EA. TRUSS �� TRUSSES AT 24 EACH (E) RAFTER OR H2.5T EA. TRUSS SCHEDULE, OTHERWISE (5) 16d NAILS AND (2) AT O.C. MAX TRUSS, 24 O.C. MAX 4'-0" O.C., TYP. EACH END MULTI -PLY TRUSSES �� NOTES: TOP PLATE PER 6/SD1 E.N. PROVIDE GAP BETWEEN PANELS _ E.N. // \ 1. ANY DISCREPANCIES BETWEEN EXISTING FRAMING SHOWN AND FIELD CONDITION AS REQ'D. BY MFR., 1/8" MIN. / FASCIA BY OTHERS '�__. TOP PLATE PER 6/SD1 SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD. --SHEAR PER PLAN E.N., TYP 2X BLOCKING AT 4'-0" O.C., SHEAR PER PLAN - BEAM PER PLAN IN LIEU OF 2. BRACE FRAMING AS REQUIRED DURING CONSTRUCTION. DBL TOP PLATE \(3) T&B, (3) 12d T.N. EA. END WALL, WHERE OCCURS 3. WATERPROOFING, FLASHING, VENTING, AND DRAINAGE BY OTHERS. WALL FRAMING PER PLAN PER 6/SD1 16d T.N. EA BLOCK 4. PROVIDE GAP BETWEEN PANELS AS REQ'D. BY MFR., 1/8" MIN. PLYWOOD AND NAILING PER PLAN WALL FRAMING PER PLAN WALL FRAMING PER PLAN 5. BRACING OF TRUSSES PER TRUSS MANUFACTURER. NOTE: OVERFRAMING PER 2/SD3 NOT SHOWN FOR CLARITY. TYPICAL TRUSS OVERFRAMING DETAIL 10 TRUSS DETAIL TYPICAL GABLE END TRUSS DETAIL 4 TYPICAL EAVE DETAIL 1 NO SCALE SD3 NO SCALE SD3 NO SCALE SD3 NO SCALE SD3 QWESS/4 K. C/-)�� L,jrNo. 75688' * E . 6/ 0/18 J� C/VIL OF CAO 9/07/16 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS . F -ago 383 Rio Lindo Ave. Suite 200 Chico, CA 95926 P. 530.592.4407 SummitChico.com W JU 0 LU LLj 1 0 J 0� 2> w 0 � / OC � L.L 0 0 D Qz Q U 00 t0 0 0 Q 0 w �+ 0 LLJ L QLL Ln U r y 1,71y REVISIONS; f" s a 9 DATE: 9/07/16 SCALE: 'NTS ­ DRAWN BY: JKBI JOB NUMBERb 16'178 5 SHEET: SD3