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HomeMy WebLinkAboutB14-1248 024-260-030GENERAL NOTES: 1. 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 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 EXTERIOR 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. GENERAL PROVISIONS 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 OTHERWISE 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 @ 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 TRANSMISSION RATE OF NOT EXCEEDING 1 -PERM IN ACCORDANCE WITH ASTM E 2010. NAILING SCHEDULE Table R602.3(1)- Fastening Schedule CONNECTION NAILING 2 I. Blocking between joists or rafters to top plate, toe nail 3-8d 2. Ceiling joists to plate, toe nail 3-8d 3. Ceiling joists not attached to parallel rafter, laps over partitions, face nail 3-10d 4. Collar tie to rafter, face nail or 11/420 ga. ridge strap 3-10d 5. Rafter or roof truss tolate, toe nail x nails or - 0 common nails P 2 toe nails on I side and I toe nail on osite side of ea. truss or rafter 6. Roof rafters to ridge, valley or hip rafters: toe nail face nail 4-Ibd 3-Ibd 1. Built up studs -face nail 10d ® 24' o.c. 8. Abutting studs at intersecting wall corners, face nail Ibd ® 12' o c. q. Built up header, two pieces with 1/2" spacer Ibd ® 16' o.c. along ea. edge 0. Continued header, two pieces Ibd ® Ib' o.c. along ea. edge 11. Continuous header to stud, toe nail 4-8d 12. Double studs, face nail 10d ® 24' o c. 13. Double top plates, face nail 10d @ 24' o c. 14. Double top plates, min. 24 -inch offset of end joists, 8-Ibd face nail In l9pped area 15. Sole plate to joist or blocking, face nail Ibd ® Ib" o.c. Ib. Sole plate to joist or blocking at braced wall panels 3-Ibd ® Ib' o.c. 11. Stud to sole plate, toe nail 3-8d or 2-Ibd 18. Top or sole plate to stud, end nail 2-Ibd 19. Top plates, lops at corners 4 intersections, face nail 2-10d 0. 1' brace to ea. stud and plate, face nail 2-8d or 2 -staples 13/4' I. I'xb' sheathing to ea, bearing, face nail 2-8d or 2 -staples 13/4' 2. I'xb' sheathing to ea. bearing, face nail 2-8d or 3 -staples 13/4' 23. Mder than I'xb' sheathing to co. bearing, face nail 3-8d or 4 -staples 13/4' 24. Joist to sill or girder, toe nail 3-8d 25. Rim joist to top plate, toe nail (roof applications also) 8d ® b' o.c. 26. Rim joist or blocking to sill plate, toe nail bd ® b" o c. 1. I'xb' subf loor or less to ea. joist, face nail 2-bd or 2 staples 13/4' 8. 2' subfloor to joist or girder, blind and face nail 2-I6d 9. 2' planks (plank and beam -floor 4 roof) 2-Ibd ® ea, bearing 30. Built up girder and beans 10dr nail ea. I er as follows: 32 o c. at for 4 bottom and staggered 2 nails at ends 4 at ea. splicz I. Ledger strip supporting joists or rafters 3-I6d ® ea. joist or rafter Wood structural panels, subfloor, roof and Interior wall sheathing to Framing and porticlebocrd wall sheathing to framing 2. 3/8'-1/2' bd common nail (subfloor, wall) J 6"ledges, 12'9lnter nediate supports 8d common nail (roof) ' 3. 19/32'-I' 8d common nail V edges, l2' Intermediate supports 4. 1 I/8"-11/4' 10d common nail or b"iedges, 12' intermediate supports bd deformed nail Other will sheathing 5. 1/2" structural cellulosic 11/2' gale. roofingg nail, 1W crown or 3"'edges, b' Intermediate fiberboard sheathing I. crown staple 16ga.11/4' long supports`° 25/32" structural cellulosic 13/4' galy. roofing nall,1Ab' crown or 3"edges, b' Intermediate fiberboard sheathing 1" crown staple 16 go. 1 I/2' long support " 1. 1/2' gypsum sheathing d11/2' gale. roofing nail, staple gale. T edges, l' Intermediate 11/2' long; 11/4' screws, T e W or 5 supports", 8. 5/8' gypsum sheathing ° 13/4' poly. roofing nail, staple ga1v. 1''edges, T Intermediate 15/6' long; 15/3' screws, Tpe W or 5 supports" Wood structural panels, combination subfloor underlqVent to frame g. 3/4' and less bd deformed nail or 8d common nail b"edges, 12' Intermediate supports 40. 1/8' -1' 8d deformed nail or 8d common nail b'�edges,12' Intermediate supports I. 11/8'-11/4" 8d deformed nail or 10d common nail b'iedges,12' Intermediate supports ° All nails are smooth -common, box or deformed shanks except where otherwise stated. Nails used for framing ad sheathing connections shall have min. average bending yield strengths as shown: 80 ksl for shank dia, of 0.192' (20d common nail), qO ksi for shank dia. larger than 0.142' but not lager than 0.111', and 100 ksi For shank dia. of 0.142' or less. ` 5toples are Ib ga. wine and have a min.1/I6' on dia. crown width. a Nails shall be spaced at not more than b' on center of all supports where spans ore 48' a greater. Four -foot by 8 -foot or 4400t by q -foot panels shall be applied verticallyy. 'spacing of fasteners not listed In this table shall be, based on Table Rb03.3(2). For regions having basic wind speed of 110 mph or greater, 8d defamed (21/2" 4120) nails shall be used for attaching plywood and wood structural panel roof sheathing to framing within min. 48' distance from gable end walls, if mean roof height is more than 25, up to 35 max. 9 For regions having basic wind speed of 100 mph or less, nails for attaching wood structural panel roof sheathing to gable end wall franing shall be spaced b' oc. Wien basic "wind speed is greater than 100 mph, nails for attaching +panel roof sheathing to intermediate supports shall be spaced b o c. for min. 48 distance from ridges, coves and ggable end walls; and 4 o.c. to gable end wall framing. "G Burn sheathing shall conform to A5TM C 13gb and shall be installe.4 accordance with 6A 253. Fiberboard sheathing shall conform to ASTM C 208. ' 5pocingg of fasteners on floor sheathing panel edges applies to panel edges supported I framing members and requFed blocking and at all floor perimeters only. spacing of fasteners on roof sheathing panel edges applies to panel edges supported N framing members and required blocking. Blocking of roof or floor sheathing panel edges pe endicuI to the Framing members need not i ftre a rafter 6 fastened to an adjacent parallel ceiling Jopist in accordance with this schedule provide two toe nails an one side of the rafter and toe nails from the ceiling joist to top prate In accordance with this schedule. The toe nail an the opposite side of the rafter shall not be required. 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 CBC * A MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET * THE MINIMUM NET CLEAR OPENING HEIGHT DIMENSIONS SHALL BE 24". THE MINIMUM NET CLEAR OPENING WIDTH DIMENSIONS SHALL BE 20" 2. SAFETY GLAZING SHALL BE PROVIDED IN AREAS SUBJECT TO HUMAN IMPACT. SUCH COMBUSTION AIR VENTS LOCATIONS ARE. * GLASS SLIDING DOORS AND FRENCH DOORS 1. APPLIANCES LOCATED WITHIN CONFINED SPACES: THE CONFINED SPACE SHALL BE PROVIDED * GLAZING LOCATED WITHIN 24" OF DOORS (24" ARC) WITH OPENINGS WITH A FREE AREA OF AT LEAST 1 SQUARE INCH PER FOOT 1000 BTU/H * GLAZING LOCATED WITHIN 18" OF FINISHED FLOOR OR WALKING SURFACE WITHIN 36" OF THE TOTAL INPUT RATING OF ALL THE APPLIANCES WITHIN THE ENCLOSURES, FREELY OF SUCH SURFACE COMMUNICATING WITH AREAS WHICH HAVE ADEQUATE INFILTRATION FROM THE OUTSIDE * WARDDROBE DOORS APPROXIMATELY ONE HALF OF THE REQUIRED COMBUSTION AIR OPENING SHALL BE LOCATED * SHOWER AND BATHTUB DOOR AND ENCLOSURES WITHIN THE UPPER 12" OF THE ENCLOSURES. THE MINIMUM FREE AREA OF BOTH THE * WINDOWS WITHIN BATH AND SHOWER AREAS 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 TRADE'S 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 JOISTIN AMD RAFTERS DF NO 2 STS B POWALL FRAMING MATCH WALL FRAMING C 4X HEADERS DF NO 2 D 6X HEADERS DF NO 2 E STUDS AND SILL PLATES SEE PLANS F BLOCKING AND FURRING HF STD AND BTR G SILLS ON CONCRETE PTDF H MISC. FRAMING NOT NOTED DF NO 2 4. WOOD SILLS FOR BEARING AND SHEATHED WALLS BEARING ON MASONRY OR CONCRETE SHALL BE BOLTED WITH 5/8" DIA ANCHOR BOLT WITH 7" EMBED. BOLTS AT 6'-0" O.C. MAXIMUM SPACING AND WITHIN 12" OF EACH END OF EACH PIECE. EACH SILL SHALL RECEIVE AT LEAST TWO BOLTS THIS INFORMATION WILL GOVERN UNLESS MORE STRINGENT CRITERIA IS INDICATED ON PLANS. 5. BOLT HOLES IN WOOD OR STEEL SHALL BE 1/16" LARGER THAN BOLTS 6. ALL NUTS SHALL BE TIGHTENED WHEN PLACED AND RETIGHTENED PRIOR TO APPLICATION OF FINISH OR AT COMPLETION OF JOB. 7. 3x3xO.229" WASHERS SHALL BE PROVIDED UNDER THE HEADS AND NUTS OF ALL BOLTS BEARING ON WOOD 8. FRAMING HARDWARE SHALL BE SIMPSON STRONG TIE OR APPROVED EQUAL WITH CONNECTORS AS SPECIFIED IN CATALOG NO.C-2013-14 INSTALL CONNECTORS WITH NAILS AND OR BOLTS AS INDICATED IN THE CATALOG 9. WALL TOP PLATES SHALL HAVE JOINTS AT A STUD CENTERLINE. END JOINTS IN DOUBLE TOP PLATES SHALL BE OFFSET NO LESS THAN 48". NAILS FOR STRUCTURAL CONNECTIONS SHALL BE GALVANIZED SINKERS U.O.N. 11. NAIL HOLES SHALL HAVE A PILOT HOLE WHERE NECESSARY TO PREVENT SPLITTING OF WOOD 12. CRIPPLE WALLS WHICH HAVE STUD LENGTHS OF LESS THAN 14" SHALL BE FRAMED WITH SOLID BLOCKING OR BRACED WITH 3/8" PLYWOOD SHEETING NAILED TO THE TOP PLATE STUDS AND SILL 13. ALL OPENINGS IN EXTERIOR WALLS AND INTERIOR BEARING PARTITIONS EXCEEDING 8'-0" SHALL HAVE DOUBLE TRIMMERS. 14. INTERIOR NON BEARING WALLS ON SLABS SHALL BE ATTACHED WITH APPROVED POWDER DRIVEN FASTENERS THROUGH THE SILL PLATE ® 32" O.C. 15. MINIMUM CLEARANCE BETWEEN BOTTOM OF FLOOR JOISTS AND EARTH SHALL BE 18" MIN. CLEARANCES BETWEEN BOTTOM OF GIRDERS AND EARTH IS MIN OF 12" 16. ALL FOUNDATION PLATES SILLS AND SLEEPERS ON CONCRETE OR MASONRY WHICH IS A DIRECT CONTACT WITH EARTH AND SILLS THAT REST DIRECTLY ON CONCRETE AND MASONRY FOUNDATIONS SHALL BE TREATED WOOD OF FOUNDATION GRADE REDWOOD MARKED OR BRANDED BY THE PROPER AGENCY. NOTE THAT THE USE OF FG REDWOOD MAY BE PROHIBITED IN CERTAIN ENGINEERED CONSTRUCTION. 17. FOR RAISED WOOD 'FLOORS PROVIDE AT LEAST ONE FOUNDATION ACCESS AT LEAST 20' OF PLUMBING CLEANOUT. ACCESS OPENING SHALL NOT BE LESS THAN 24"x18" IN SIZE CALGREEN REQUIREMENTS NOTE: AT THE TIME OF FINAL INSPECTION, A MANUAL, COMPACT DISK, WEB BASED REFERENCE OR OTHER APPROVED REFERENCE DOCUMENTATION SHALL BE PLACED IN THE BUILDING IN ACCORDANCE WITH THE 2010 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 NOTE: THIS BUILDING WILL HAVE FIRE SPRINKLERS INSTALLED PERMIT FOR FIRE SPRINKLERS WILL NEED TO BE APPLIED FOR AND ISSUED PRIOR TO ROUGH FRAMING INSPECTION R-3 OCCUPANCY U -OCCUPANCY V -B CONSTRUCTION SCOPE OF WORK: CONSTRUCT NEW 2 STORY WOOD FRAMED HOUSE (LOWER LEVEL 1665 SQ. FT., UPPER LEVEL 1242 SQ. FT.) WITH GARAGE AND SHOP (847 SQ. FT.) COVERED CONC. PORCH (971 SQ. FT.) AND WOODEN UPPER DECK (178 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 CODES 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 OR METHODS. 2. DICT SYSTEMS ARE SIZED ACCORDING TO ANSI/ACCA 1 MANUAL D --2009(RESIDENTIAL DUCT SYSTEMS), ASHRAE HANDBOOKS OR OTHER EQUIVALENT DESIGN SOFTWARE OR METHODS. 3. SELECT HEATING AND COOLING EQUIPMENT ACCORDING TO ANSI/ACCA 3 MANUAL S--2004(RESIDENTIAL EQUIPMENT SELECTION) OR OTHER EQUIVALENT DESIGN SOFTWARE OR METHODS. SECTION CGBSC 4.507.2. -ENERGY EFFICIENTCY TO COMPLY WITH THE CURRENT TITLE 24 REQUIREMENTS. SECTION CGBSC 4.201.1 -WATER CONSERVING PLUMBING FIXTURES AND FITTINGS: SECTION CGBSC 4.303.1 WATER CLOSETS: S 1.28 GAL/FLUSH URINALS: S 0.5 GAL/FLUSH SINGLE SHOWER HEADS: < 2.0 GPM ® 80 PSI MULTIPLE SHOWER HEADS: COMBINED FLOW RATE OF ALL SHOWERHEADS AND/OR OTHER SHOWER OUTLETS CONTROLLED BY A SINGLE VALVE SHALL NOT EXCEED 2.0 GPM @ 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: S 0.5 GPM @ 60 PSI METERING FAUCETS: < 0.25 GALLONS PER CYCLE KITCHEN FAUCETS: < 1.8 GPM @ 60 PSI; TEMPORARY INCREASE TO 2.2 GPM ALLOWED BUT SHALL DEFAULT TO 1.8 GPM -IRRIGATION WATER USE SHALL HAVE WEATHER BASED CONTROLLERS SECTION CGBSC 4.304.1 -50% OF CONSTRUCTION WASTE SHALL BE RECYCLED SECTION CGBSC 4.408.3 MINIMUM EROSION AND SEDIMENT CONTROLS FOR PROJECTS DISTURBING LESS THAN ONE ACRE The BMP's (Best Management Practices) listed below must be in place during the rainy season (October 15 through April 15) and may be required at other times based on weather and site conditions throughout the year. The BMP's listed are minimum requirements and additional BMP's could be required based on site conditions. • Stabilized entry: Provide minimum 3" to 6" fractured rock 50' long x 15' wide by 6" deep over construction grade fabric. • All soils tracked onto paved roadways must be cleaned up on a daily basis. When streets are wet or during a rain event there shall be no tracking of soils onto the street. • Wattles installed properly behind curb or sidewalks. • Rock bags (minimum 2 per side) at all drain inlet locations within 150' of the project site. • Internal filters placed inside each drain inlet. • Trash bars across the back of all drain inlets. • Stabilize all disturbed soils in the front yard areas within 15' of the back of curb or sidewalk. (Straw or erosion blankets may be used for this application) • Stabilize all slopes where erosion could occur and cause silt run off. (Straw, visqueen or erosion blankets may be used for this application) • All paint, fuel, construction products etc. shall be stored in a covered location away from sidewalks and storm drain inlets. • Portable chemical toilets if provided on the site must be kept off of streets and sidewalks and at least 50' from the nearest storm drain inlet. • All trash must be collected and stored properly. Do, not let items such as drywall mud boxes, paint buckets, cleaning material containers etc. come in contact with any rainfall or storm water runoff. • Provide a designated area for concrete washout. Hay bales lined with visqueen may be used for this application. Rollaway bins may also be used. All concrete washout systems shall be placed off of the paved streets. • After installation of the above items is complete a maintenance program needs to be developed to insure the continued effectiveness of your BMP's. NOTE: HERS VERIFICATION REQUIRED FOR EER NUMBER C's lLF BUTTE COUNTY JUN 13 2014 DEVELOPMENT SERVICES I GES ENT SERV1 pEVEL°PM r5RWT eu cOaEv��wM°� A cE 2AP , � gY DRAWN BY; B. RUBANOFF DATE: 4-4-14 INDEX 1. LOWER LEVEL FLOOR. PLAN 2. UPPER LEVEL FLOOR PLAN UPPER LEVEL FOUNDATION & FLOOR FRAMING PLAN 3. LOWER LEVEL FOUNDATION & FLOOR FRAMING PLAN 4. UPPER & LOWER ROOF FRAMING PLANS ROOF PLAN 5. DETAIL SHEET 6. CROSS SECTION DETAIL 7.&8. EXTERIOR ELEVATIONS 9. ELECTRICAL PLANS 10. SITE PLAN SD1 -SD4. ENGINEER DETAILS SN. ENGINEER NOTES SHEET # COVER O O z O OO M o Q - CD N U=J pQ Z IzUN L,J II LJ w }- O (n C�d J L.,.J .. Lli M J o zttz M M O M 12 QM =U< DRAWN BY; B. RUBANOFF DATE: 4-4-14 INDEX 1. LOWER LEVEL FLOOR. PLAN 2. UPPER LEVEL FLOOR PLAN UPPER LEVEL FOUNDATION & FLOOR FRAMING PLAN 3. LOWER LEVEL FOUNDATION & FLOOR FRAMING PLAN 4. UPPER & LOWER ROOF FRAMING PLANS ROOF PLAN 5. DETAIL SHEET 6. CROSS SECTION DETAIL 7.&8. EXTERIOR ELEVATIONS 9. ELECTRICAL PLANS 10. SITE PLAN SD1 -SD4. ENGINEER DETAILS SN. ENGINEER NOTES SHEET # COVER NORTH FLOOR PLAN STRUCTURAL NOTES: 1. SEE TYPICAL NOTE SHEET SN AND TYPICAL DETAIL SHEETS SD1-SD4 FOR ADDITIONAL INFORMATION. 2. TYPICAL MINIMUM BEARING WALL FRAMING U.N.O.: EXTERIOR WALL: 2X6 DF STUD @ 16" O.C. 2X4 DF STUD © 16" O.C. INTERIOR WALLS: 2X4 DF STUD © 16" O.C. 3. SEE DETAIL 7/SD1 FOR TYPICAL STUD WALL ELEVATION AND TYPICAL WALL OPENING SCHEDULE. 4. ANY DISCREPANCIES BETWEEN FRAMING SHOWN AND FIELD CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ENGINEER OF RECORD, 5. ALL EXPOSED FRAMING SHALL BE PRESSURE TREATED WITH TREATMENT PROCESS AND APPLICATION APPROPRIATE FOR EXPOSURE ACCORDING TO MFR'S. WRITTEN GUIDLINES. 0 1665 SQ. FT. LOWER LEVEL 1242 SQ. FT. UPPER LEVEL 971 SQ. FT. COV. CONC. PORCH 178 SQ. FT. UPPER DECK 827 SQ. FT. GARAGE/SHOP GENERAL NOTES 1. ALL LUMBER TO BE DOUG FIR #2 AND BETTER, STUDS TO BE STUD GRADE OR BETTER, UNLESS OTHERWISE NOTED 2. ALL HEADERS TO BE 6X12 DF#2 UNLESS OTHERWISE NOTED 3. ALL CEILINGS TO BE 9'-0" UNLESS OTHERWISE NOTED 4. PROVIDE 18"x24" FOUNDATION ACCESS AT EXTERIOR WITHIN 20'-0" OF PLUMBING CLEANOUT 5. PROVIDE OPENING AS REQUIRED AND CONCRETE SLAB FOR H.V.A.C. 6. INSULATE AT TUB AND SHOWER EXTERIOR WALLS BEFORE NAILING UP SIDING 7. SEE TITLE SHEET FOR ADDITIONAL NOTES 8. PROVIDE P.T. VALVE DISCHARGE LINE TO OUTSIDE & ANCHOR STRAPS TOP & BOTTOM AT WATER HEATER 9. BLOCK FOR TOWEL BARS 10. WINDOW AND SLIDING GLASS DOOR OPENINGS ARE PER CALL -OUT. DOOR OPENINGS ARE CALL -OUT PLUS 2". 11. SHOWER AND TUB/SHOWER COMBINATIONS SHALL BE PROVIDED WITH INDIVIDUAL CONTROL VALVES OF THE PRESSURE BALANCE OR THE THERMOSTATIC MIXING VALVE TYPE 12. BOND ALL METAL GAS & WATER PIPES TO GROUND. ALL GROUND CLAMPS SHALL BE ACCESSABLE AND OF AN APPROVED TYPE(CEC 250.104) LOWER LEVEL FLOOR PLAN I,j PERMIT # _E / / 2- f BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR DE OMPLIANCE DATE 2 BY a .91 ck� X U N Il_ O cD w Z I I p rn N 7:00 J 00 CL M w N _j w O O � M M M N u � MV$ MN REVIM'SID ONLY FOR COMMMICE �! l@YiMM 51231 L.L. >_ 0 J U m Ow Z M Y O Q N w Z waf ck� X U N Il_ O cD w Z I I p rn N 7:00 J 00 CL M w N _j w O O � M M M N u � MV$ MN REVIM'SID ONLY FOR COMMMICE �! l@YiMM 51231 DRAWN DRAWN BY: B. RUBANOFF CHECKED: 0 DATE: 2-9-14 SCALE: O 1/4"=1'-0" U.N.O. JOB: O � I # Z OF 10 0 J M •• 0 0LL_ m O J Q LL. N U Q Z U Nw D w w 0 8j J w •• W m J 0 M O 5�°-: Q m 7 - DRAWN DRAWN BY: B. RUBANOFF CHECKED: DATE: 2-9-14 SCALE: 1/4"=1'-0" U.N.O. JOB: BOWLING SHEET # 1 OF 10 ami 21 '-0"111 15'-0" -0" -52" 2 V-62" 2'-10" " 7'-2 -9„ 81„ -52 10'-62 2'-112 2'-9' -84 -104 B 3036 SL. 5036 SL. E EGRESS 5030 TUB/SHOWER _jnf o h� " �F PEFt 2� -5' BATH #3 A L=$' BEDROOM #3 A F MSc R ZJ% P� 6 L=4' F 0 MSG R ZJ� P� w \ m �Q in U) � D Ln co x N CJ (D I 0 M 0 o FRSTCs2 C-4 0 2 Spa �F 2X6 STUD RAKE WALL 16" O.C. P cn� D _ co 0 I 0 0 I 12. PROVIDE POSITIVE ATTACHMENT FOR ALL BEAM TO POST, BEAM 1/4"=1'-0" U.N.O. JOB: SD1-SD4 FOR ADDITIONAL INFORMATION. TO 0 0 I N SECOND FLOOR PLAN STRUCTURAL NOTES: co B. RUBANOFF 0 DATE: 1. SEE TYPICAL NOTE SHEET SN AND TYPICAL DETAIL SHEETS 12. PROVIDE POSITIVE ATTACHMENT FOR ALL BEAM TO POST, BEAM 1/4"=1'-0" U.N.O. JOB: SD1-SD4 FOR ADDITIONAL INFORMATION. TO BEAM, POST TO BEAM, AND POST TO POST CONN'S. WITH (2) v HGLN I 2. TYPICAL FLOOR SHEATHING(U.N.O.): 3/4" THICK, APA RATED ST22 STRAPS MIN. AND A35 CLIPS U.N.O. PER PLAN & DETAILS. '11 II I� O SHEATHING OR RATED STURD-I-FLOOR, SPAN RATING 48/24 (24 13. PROVIDE 4X POST MIN. AT ALL BEAM AND BEARING POINTS O co OR EQUAL FOR STURD-I-FLOOR), EXPOSURE 1 STRUCTURAL PANELS, APPLIED AND CONTINUE IN WALL TO FOUNDATION. 10'-0") 5 1/4"X14" PSL m WITH LONG DIMENSION ACROSS SUPPORTS AND ADJACENT PANELS 14. ANY DISCREPANCIES BETWEEN FRAMING SHOWN AND FIELD CONDITIONS SHALL J Ln N ONO STAGGERED WITH 4' ENDS OFFSET 4'. BE IMMEDIATELY BROUGHT TO THE ENGINEER OF RECORD. N Q Z GLUE PANELS TO ALL FRAMING, EDGE NAIL WITH 10d COMMON RING SHANK 15. ALL EXPOSED FRAMING SHALL BE PRESSURE TREATED ^ U Q I NAILS OR EQUIV.(0.148"DIA.X3") AT 6" O.C. AT ALL PANEL EDGES, WITH TREATMENT PROCESS AND APPLICATION APPROPRIATE u j ~ 0 O BOUNDARIES, BLOCKING AND WHERE INDICATED ON PLAN. FIELD NAIL FOR EXPOSURE ACCORDING TO MFR'S. WRITTEN GUIDLINES. Lv � Lo AT 10" O.C. PROVIDE 1/8" GAPS AT ALL PANEL EDGES U.N.O. BY C:d_J c m = .. W PANEL MANF. m QO w o in 0 3. TYPICAL MINIMUM BEARING WALL FRAMING U.N.O. w m Iz m OHO = EXTERIOR WALL: 2X6 DF STUD AT 16" O.C.INT Q � AT C. DETAIL/ "WALL SD3 4. SEE 7/SD12 FOR TYPICADL STUD ELEVATION AND J TYPICAL WALL OPENING SCHEDULE. (3'-6 1/2") 5 1 /2"X9" -------------- x0 5. PLUMBING, SPRINKLER, AND MECHANICAL SUBCONTRACTORS SHALL GLULAM BEAM 24F -V4 COORDINATE ALL FLOOR AND WALL PENETRATIONS WITH FRAMING SUB- mw CONTRACTOR. \� M � 6. TYPICAL FLOOR JOIST SHALL D _j (n J a BE 14" TJI 210 AT 16" O.C. WITH 1 3/4" LVL RIM. INSTALL 1 3/4"X14" ALL COMPONENTS IN ACCORDANCE WITH MAN. RECCOMENDATIONS. _ a 7. PROVIDE DBL. JOIST UNDER ALL WALLS WHERE II U a x WALLS RUN PARALLEL TO JOIST AND JOIST SPAN N UJ LVL FLOOR JOIST EXCEEDS 9'-0" U.N.O. CO (6'-0") 5 1 /2"X9" d x \ 1 8. PROVIDE DBL. JOIST UNDER ALL BATH TUBS GLULAM BEAM 24F -V4 X WHERE JOIST SPAN EXCEEDS 7'-0". N a 1 /SD N 9. TYPICAL HDR. BELOW SUPPORTING SECOND STORY IS 6X10 DF. -L#2 U.N.O. ^� 10. PROVIDE 2X SOLID BLOCKING IN FLOOR AT 24" O.C. PERPENDICULAR TO, `o \m AND ADJACENT TO ALL BEAMS SUPPORTING BEARING WALLS ABOVE. x M TJI 110 MAN. 14" 1 JOISTS @ 16' O.C. HUC 610 LVL FLOOR BEAM 11. SUPPORT ALL TRIMMERS ABOVE WITH FLOOR/CEILING JOIST SDS L WHERE TRIMMERS CAN NOT RUN CONTINUOUSLY TO FOUNDATION. EDGE NAIL FLOOR PLY. OR EQUAL I g 0 PLY. ® LVL VERIFY PLUMBING � J m g LOCATIONS @ SITE 5 1/2"X1 4" PSL BEAM of �� 5 ABOVE PLATE LINE Q'� 0 N 1 3/4"X14' LVL RIM JOIST TYP. IT—T U.N.O. 1�om—_—_o CL � __ 5 f 3,_51„ 3036 SH. j 2 SHELF & POLE o co i 0 � I -7�" 2"LINEN I W.I.C. N �N MASTER BEDROOM #2,,1,,2 I 3'_91" " LINEN00 ui o a N= — N N I �66� 2 68 BATH #4 o a.' _ --- co m I N F - CENTER LINE OF VAULT - - — — SHELVES 30"x22" I M OH. I ATTIC aI0 VAULT 19' CL'G. TYP LACCESSJ L M g J SHELF & POLE N SD3 _j yl ��� ro SHELF &_POLE N ryinN O 42" WALL C I EGRESS N MS�GS 2� '-1„ ,� 3'-2" I i I °' ER 2-3050 SH. +ro P 114„ 3,_24„ I '`� I "' tK `V� L=6.5' ``�� 00 2468 `c.� bN © N I L=5 00 FAMILY ROOM —9 _62„ S�C52 o TEMP. DECK M QER _ N� BEDROOM #4co L=16' I cD — — — — — — — — — — — = N �O N TEMP. J S�� _j Q MSS 2 4:12 wl> 4:12 ti C3 L-5 w U 2' Q EGRESS 6X6 HDR. ® 2-3050 SH. Q 52 �� 10 4 3-2650 SH. W/ 6 �C SO 0 1/2 ROUND ABOVE © L=2.75' I L=2.75' MQ�� TYP. SD 1 L=3' L=3' I 2X6 STUD A � RAKE WALL � 5 ® 16' O.C. I B M V 5 h� I V C V n/ D1 I -9„ ,-9" -3"� 5'-3„ 1'-0„ _o„ -o„ 15'-0" 13'-6" 10'-6" -0" -0" m UPPER LEVEL FLOOR PLAN O _I o A 5 TJI 210 MAN. 14" 1 JOISTS ® 16' .C. OR EQUAL EDGE NAIL FLOOR PLY. PLY. © LVL TYP DRA "B" 46' 1 EN(JH J J X O DBL. HDU2 TIE -BACK AT DECK BEAM PER N 6/SD3 3/4" T.&G. PLY. GLUED & NAILED W/ 8d RING SHANK ® 6/10 IG "A"X3 E GTH STAGGER JOINTS 2X12 LEDGER ATTACHED WITH 3/8"X4" LAG SCREWS N ® 16" O.C. SCREWED INTO TOP & BOTTOM N c� OF LVL RIM 3/4" T.&G. PLY. GLUED & W/ 8d RING NAILED SHANK @ 6/10 STAGGER JOINTS M 4X12 BEAM HSUF 410 2X12 TAPPERED NBE�AM ST 0 4X12 BEAM J 3 1/2"X1HGLTV _ PSL PORC HGLTV SKEWED 2X10 RIM JOIST- 0 OIST-0 5 1/2"X11 7/8" sz•, PSL PORCH BEAM Ash cy 0 0o I o TJI 210 MAN. 14" 1 co B. RUBANOFF 0 DATE: �) SCALE: O 1/4"=1'-0" U.N.O. JOB: Lo JOISTS ® 16' O.C. v I I I U15 z '11 II I� O J O co OR EQUAL -j U W z I M I m O 1 1/4" EZ RIM Orn J Ln N ONO Q N W 0- N Q Z '- U 0 ^ U Q I Z 0= U u j ~ 0 O Q o Lv � Lo Ln C:d_J c m Ld .. W m QO w E in 0 w m Iz m m = 0 Q � SD3 J -------------- x0 mw \� M � D _j (n J a 1 3/4"X14" _ a II U N UJ LVL FLOOR JOIST CO ow j X N a 1 /SD 1 3/4"X14° cD x M m w LVL FLOOR BEAM I i 0 � J TYP. II Q'� SD3 IT—T 1�om—_—_o CL � __ I -- � TYP. RA „ A"11 , 0 NG P 1 SD3 I I DBL. HDU2 TIE -BACK AT DECK BEAM PER B 6/SD3 2X12 DF.#2 DECK JOISTS 5 TAPPERED FROM 11 1/2" TO 9 1/2" ® 16" O.C. UPPER LEVEL FLOOR FRAMING PLAN 1 3/4"X14" LVL RIM JOIST TYP. U.N.O. PERMIT # ,9/ / ` • — 7 BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR C DE OMPLIANCE DATE 5 BY co B. RUBANOFF 0 DATE: 2_9_14 SCALE: O 1/4"=1'-0" U.N.O. JOB: Lo BOWLING v I I I U15 z '11 II I� O J O co .. -j U W z I M I m O 1 1/4" EZ RIM Orn J Ln N ONO Q N W 0- 3 Q Z '- U 0 ^ U Q I Z 0= U u j ~ 0 O Q X Lv � Lo Ln C:d_J c m Ld .. W m QO w E in 0 w m Iz m m = 0 Q � SD3 J � D J 1 3/4"X14" _ a II U N UJ LVL FLOOR JOIST CO ow j X N a 1 3/4"X14° Q �a m w LVL FLOOR BEAM I i 0 � J TYP. II Q'� SD3 ITS 1.81 14uj RA „ A"11 , 0 NG P 1 SD3 — — — --- �> II II II II W O r� Q 7, 3" 10' 3" II II II II II II 4 SD3 U L 12 � 0 TYP 0 SD2 = a OH. IL 00 w 5 1/2"X14" PSL BEAM N Zi ABOVE PLATE LINE CL ui TJI 110 MAN. 14" 1 g JOISTS ® 16' O.C. 2'° OR EQUAL \O oma DBL. HDU2 TIE -BACK AT DECK BEAM PER B 6/SD3 2X12 DF.#2 DECK JOISTS 5 TAPPERED FROM 11 1/2" TO 9 1/2" ® 16" O.C. UPPER LEVEL FLOOR FRAMING PLAN 1 3/4"X14" LVL RIM JOIST TYP. U.N.O. PERMIT # ,9/ / ` • — 7 BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR C DE OMPLIANCE DATE 5 BY DRAWN BYi co B. RUBANOFF 0 DATE: 2_9_14 SCALE: O 1/4"=1'-0" U.N.O. JOB: Lo BOWLING /^ V SHEET # I C� z N I� O J O co .. -j U W z I M I m O Orn J Ln N ONO Q N W 0- W Q Z '- U W ^ U Q I Z 0= U u j ~ 0 O Q X Lv � Lo Ln C:d_J c m Ld .. W m QO w E in 0 O m Iz m m = 0 DRAWN BYi B. RUBANOFF 0 DATE: 2_9_14 SCALE: O 1/4"=1'-0" U.N.O. JOB: O BOWLING /^ V SHEET # I OF 101 z O J � .. 0 �I O m O Q L.� Cfl N U J 0 Q I Z :2 U N L.i D L.I Lv � 0 C:d_J Ld .. W m J C—) • E in 0 O Q m = 0 Q DRAWN BYi B. RUBANOFF CHECKED: DATE: 2_9_14 SCALE: 1/4"=1'-0" U.N.O. JOB: BOWLING SHEET # 2 OF 101 LOWER LEVEL FOUNDATION & FLOOR FRAMING PLAN WOOD FLOOR NOTES 'IDE 18"x24" FOUNDATION ACCESS AT EXTERIOR WITHIN 20'-0" PLUMBING CLEANOUT 'IDE OPENING AS REQUIRED FOR HVAC UNIT TO BE LOCATED AT SITE, NITH THE OWNER PRIOR TO CONSTRUCTION 'IDE SLAB FOR HVAC UNIT DIPPED OR GALV. NAIL REQ'D. ® TREATED WOOD CONNECTIONS. 'IDE UNDERGROUND UTILITY ENTRANCE, CONDUIT IF REQUIRED VERIFY E OWNER 0.229" WASHERS SHALL BE PROVIDED UNDER THE HEADS AND NUTS OF ALL 3EARING ON WOOD IOR BOLTS SHALL NOT BE CLOSER THAN 7 DIAMETERS TO END OF PLATE. FOUNDATION PLAN STRUCTURAL NOTES: 1. SEE TYPICAL NOTE SHEET SN AND TYPICAL DETAIL SHEETS SD1-SD4 FOR ADDITIONAL INFORMATION. 2. PROVIDE ANCHOR BOLT SIZE AND SPACING PER SHEAR WALL SCHEDULE AND TYP. DETAILS. 3. RECOMMENDED SLAB SECTION: -4" CONCTRETE SLAB WITH #3 AT 15" O.C. SECURELY LOCATED AT MID -DEPTH OF SLAB. -2" SAND (DELETE AT EXTERIOR SLABS) -WATERPROOF MEMBRANE (DELETE AT EXTERIOR SLABS). -4" FREE DRAINING MATERIAL -PROPERLY PREPARED SUBGRADE -CONTRACTOR TO PROVIDE CONTROL JOINTS AT 10'-0" O.C. EA. WAY MAX. 4. TYPICAL MINIMUM BEARING WALL FRAMING U.N.O. EXTERIOR WALL: 2X6 DF STUD AT 16" O.C. OR 2X4 DF STUD AT 16" O.C. INTERIOR WALLS: 2X4 DF STUD AT 26" O.C. 5. SEE DETAIL 7/SD1 FOR TYPICAL STUD WALL ELEVATION AND TYPICAL WALL OPENING SCHEDULE. 6. TYPICAL FLOOR JOIST @ GROUND LEVEL SHALL BE 9 1/2" TJI 230 AT 16" O.C. WITH 1 3/4" LVL RIM. INSTALL ALL COMPONENTS IN ACCORDANCE WITH MAN. RECCOMENDATIONS. NOTE: VERTECH RECOMMENDS 11 7/8" TJI 230 AT 16" O.C. FOR IMPROVED FLOOR PERFORMANCE, BUT NOT REQUIRED. 7. PROVIDE DBL. JOIST UNDER ALL WALLS WHERE WALLS RUN PARALLEL TO JOIST. 8. PROVIDE SOLID BLOCKING IN FLOOR AT 24" O.C. PERPENDICULAR TO, AND ADJACENT TO ALL BEAMS SUPPORTING BEARING WALLS ABOVE. 9. SUPPORT ALL TRIMMERS ABOVE WITH FLOOR/CEILING JOIST WHERE TRIMMERS CAN NOT RUN CONTINUOUSLY TO FOUNDATION. 10. TYPICAL FLOOR SHEATHING(U.N.O.): 3/4" THICK, APA RATED SHEATHING OR RATED STURD-I-FLOOR, SPAN RATING 48/24 (24 FOR STURD-I-FLOOR), EXPOSURE 1 STRUCTURAL PANELS, APPLIED WITH LONG DIMENSION ACROSS SUPPORTS AND ADJACENT PANELS STAGGERED WITH 4' ENDS OFFSET 4'. GLUE PANELS TO ALL FRAMING, EDGE NAIL WITH 10d COMMON RING SHANK NAILS OR EQUIV.(0.148"DIA.X3") AT 6" O.C. AT ALL PANEL EDGES, BOUNDARIES, BLOCKING AND WHERE INDICATED ON PLAN. FIELD NAIL AT 10" O.C. PROVIDE 1/8" GAPS AT ALL PANEL EDGES U.N.O. BY PANEL MANF. 11. PLUMBING, SPRINKLER, AND MECHANICAL SUBCONTRACTORS SHALL COORDINATE ALL FLOOR AND WALL PENETRATIONS WITH FRAMING SUB- CONTRACTOR. 12. PROVIDE POSITIVE ATTACHMENT FOR ALL BEAM TO POST, BEAM TO BEAM, POST TO BEAM, AND POST TO POST CONN'S. WITH (2) ST22 STRAPS MIN. AND A35 CLIPS U.N.O. PER PLAN & DETAILS. 13. ANY DISCREPANCIES BETWEEN FRAMING SHOWN AND FIELD CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ENGINEER OF RECORD. 14. ALL EXPOSED FRAMING SHALL BE PRESSURE TREATED WITH TREATMENT PROCESS AND APPLICATION APPROPRIATE FOR EXPOSURE ACCORDING TO MFR'S. WRITTEN GUIDLINES. PERMIT #_.131 % - 12- a BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR ODE 9OMPLIANCE DATE /-I JF 'f cl C. Jp ���Q`.y L[it 88 � a *1 I Ali / I /* \c FoF wm a `• ' . , NUI ATiACM BY: B. RUBANOFF 0 DATE: 2-9-14 SCALE: 0 1/4"=1'-0" U.N.O. JOB: Ln 0 SHEET # I rn Z 04 I- 0 J O w .. LLL- J W z I M I m p prn_j 04 0 QN w CL�wN J 0 Z=r I LjjW _ U _ N cy-X 0:� U w F-- O M O M V) W O >_ W � � wm of m 0 0 QO w Q m = U mm m C. Jp ���Q`.y L[it 88 � a *1 I Ali / I /* \c FoF wm a `• ' . , NUI ATiACM DRAWN BY: B. RUBANOFF 0 DATE: 2-9-14 SCALE: 0 1/4"=1'-0" U.N.O. JOB: 0 0 SHEET # I OF 10 Z 0 J t� .. 0 00 Li m 0 0 W — J CO N U J 0 Q I Z ry U N W W W 0 V) W °�d J m W .. 0fm Mo m 0 D r Q m = U Q DRAWN BY: B. RUBANOFF CHECKED: DATE: 2-9-14 SCALE: 1/4"=1'-0" U.N.O. JOB: BOWLING SHEET # 3 OF 10 MAN. END H1 ANCHOR JACKS ALL TRUSSES 24" O.C. I \ 5 MAN. MONO TRUSSES © 24" O.C. MAN. SIDE JACKS 24' O.C. MAN. MONO GIRDER TRUSS •2X4 LEDGER TYP. MAN. MONO TRUSSES 24" O.C. 1 1 OH. qn4J TYP. 0 0 lie •- 9.01loon AN. HIP TRUSS MAN. GIRDER/ 2X4 RAFTER HIP TRUSS _-_- - 2 I - - -2X4-R- AF TERS 5 MAN. MONO TRUSSES X ® 24" O.C. M -Qv Q- - �tiNw 2X4 RAFTERS L - � I MAN. CLIPPED 6 HIP RAFTERS ® 24' O.C. SD4 TYP. MAN. MONO TRUSSES ® 24" O.C. LOWER LEVEL ATTIC VENTILATION CALCS: 2155 SQ. FT./150=14.3 SQ. FT. 1-14"X12" SCREENED G.E. VENT= 0.65 SQ. FT. 12' OF CONT. RIDGE VENT @ 18 SQ. IN. PER FT.=1.5 SQ. FT. 33-22"X3 1/2" SCREENED EAVE VENT=12.21 SQ. FT. TOTAL=14.36 SQ. FT. 2X4 RAFTERS 24' O.C. MAN. CANT. MONO TRUSSES CSD 24" O.C. OH TYP. SI MAN. MONO TRUSSES @ 24" O.C. 2X4 RAFTERS 1i MAN. END MAN. SCISSOR JACKS TRUSS 24' O.C. 2X8 HIP RAFTER TYP. EDGE NAIL ROOF MAN. SIDE DRAG JACKS MSTA24 STRAP BM. TO 24' O.C. MAN. GIRDER/ L HIP TRUSS BM. TYP. AT PORCH \ 5 MAN. SIDE JACKS 24' O.C. MAN. MONO GIRDER TRUSS •2X4 LEDGER TYP. MAN. MONO TRUSSES 24" O.C. 1 1 OH. qn4J TYP. 0 0 lie •- 9.01loon AN. HIP TRUSS MAN. GIRDER/ 2X4 RAFTER HIP TRUSS _-_- - 2 I - - -2X4-R- AF TERS 5 MAN. MONO TRUSSES X ® 24" O.C. M -Qv Q- - �tiNw 2X4 RAFTERS L - � I MAN. CLIPPED 6 HIP RAFTERS ® 24' O.C. SD4 TYP. MAN. MONO TRUSSES ® 24" O.C. LOWER LEVEL ATTIC VENTILATION CALCS: 2155 SQ. FT./150=14.3 SQ. FT. 1-14"X12" SCREENED G.E. VENT= 0.65 SQ. FT. 12' OF CONT. RIDGE VENT @ 18 SQ. IN. PER FT.=1.5 SQ. FT. 33-22"X3 1/2" SCREENED EAVE VENT=12.21 SQ. FT. TOTAL=14.36 SQ. FT. 2X4 RAFTERS 24' O.C. MAN. CANT. MONO TRUSSES CSD 24" O.C. OH TYP. SI MAN. MONO TRUSSES @ 24" O.C. 2X4 RAFTERS 1i 5 MAN. SCISSOR A TRUSS MAN. MONO TRUSSES 5 EDGE NAIL ROOF ® 24" O.C. DRAG TRUSS MSTA24 STRAP BM. TO B SHEET # BM. TYP. AT PORCH OF 10 5 LOWER LEVEL ROOF FRAMING PLAN SII ROOF PLAN STRUCTURAL NOTES: 1. SEE TYPICAL NOTE SHEET SN AND TYPICAL DETAIL SHEETE SD1-SD4 FOR ADDITIONAL INFORMATION. 2. TYPICAL ROOF SHEATHING(U.N.O.): 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'(CASE 1,3 CBC TABLE 23-V-1). EDGE NAIL WITH 8d COMMON OR EQUIVALENT(0.131"DIA.X2 1/2") AT 6" O.C. AT ALL PANEL EDGES, BOUNDARIES, GABLE ENDS, BLOCKING AND WHERE INDICATED ON PLAN. FIELD NAIL AT 12" O.C. PROVIDE 1/8" GAP AT ALL PANEL EDGES U.N.O. BY PANEL MANF. 3. SEE NOTE SECTION 8 -SN FOR ROOF TRUSSES BY OTHERS. 4. TYPICAL HEADER BELOW SHALL BE: 6X8 DF -L#2 U.N.O. 5. PROVIDE 4X POST MIN. AT ALL BEAM AND GIRDER TRUSS BEARING POINTS AND CONTINUE IN WALL TO FOUNDATION. 6. PROVIDE POSITIVE ATTACHMENT OF ALL POST TO BEAM, BEAM TO BEAM, BEAM TO POST AND POST TO POST CONN'S. WITH ST22 STRAPS MIN. AND A35 CLIPS, U.N.O. PER PLAN AND DETAILS. 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 GUIDLINES. 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 & BUILDING DEPT. APPROVAL PRIOR TO CONSTRUCTION. 10. CONTRACTOR TO VERIFY THE LOCATION AND LOADING OF ALL TRUSS TO TRUSS MECHANICAL CONNECTIONS. IMMEDIATELY NOTIFY TRUSS COMPANY OF ANY DISCREPANCIES. MAN. MONO TRUSSES 24" O.C. MAN. MONO GIRDER TRUSS MAN. SIDE 9 IT P. JACKS Q SD4 24' O.C. v� 2X8 BARGE BD. N LL N =N zN i� AlI, l 1 7 P. SD4 MSTA24 STRAP BM. TO TOP PLATE MAN. END JACKS 24' O.C. 2X8 FASCIA BD. EDGE NAIL ROOF PLY. @ DRAG TRUSS MAN. HIP/ GIRDER TRUSS BLOCK BETWEEN TRUSSES o` Q N o� z ;�(n Nw V) Z N Q� MAN. MONO/ GIRDER TRUSS MAN. MONO TRUSSES 24" O.C. CLIP DRAG TRUSS TO TOP PLATE WITH (2) A35 CLIPS p00F FFAMING N01�,5 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-38 INSULATION BETWEEN THE TRUSSES - 15# FELT - COMP. ROOF - SNOW LOAD 0# 4. PROVIDE DIAGANOL AND SWAY BRACING AT ROOF TRUSSES 5 H-1 ANCHORS AT EACH TRUSS UNLESS OTHERWISE NOTED 6. BLOCK FOR CABINETS 7. 6X12 TYPICAL HEADER UNLESS OTHERWISE NOTED 8. SEE TITLE SHEET FOR ADDITIONAL NOTES 9. PROVIDE H-1 ANCHORS © ALL ROOF/WALL CONNECTIONS 10. TOP PLATE SPLICES W/8 -16d EACH SIDE U.N.O. CLIP DRAG TRUSS TO DSC2 DRAG STRUT TOP PLATE WITH (2) CONNECTOR PER A35 CLIPS 4/SD4 MAN. G.E. TRUSS 1500# DRAG TRUSS MAN. MONO EDGE NAIL ROOF TRUSSES ® PLY. ® DRAG 1 24" O.C. TRUSS MAN. GIRDER TRUSS H. 1500# DRAG TRUSS MAN. MONO/ (P• H1 ANCHOR 1 GIRDER TRUSS ALL TRUSSES SD4 P. 1500 DRAG TRUSS USE LUS24 U.N.O. MSTA36 STRAP DRAG TRUSS TO TOP PLATE PER 5/SD4 EDGE NAIL ROOF PLY. ® DRAG TRUSS UPPER LEVEL ROOF FRAMING PLAN UPPER LEVEL ATTIC VENTILATION CALCS: 1308 SQ. FT./150=8.72 SQ. FT. 1-14"X18" SCREENED G.E. VENT= 1.24 SQ. FT. 3-14"X24" SCREENED G.E. VENT= 4.32 SQ. FT. 9-22"X3 1/2" SCREENED EAVE VENT=3.33 SQ. FT. TOTAL=8.89 SQ. FT. MSTA36 STRAP DRAG TRUSS TO O TRUSSES 24" O.C. 1500 DRAG TRUSS DSC2 DRAG STRUT CONNECTOR PER 4/SD4 MAN. SCISSOR TRUSSES ® 24" O.C. EDGE NAIL ROOF PLY. @ DRAG TRUSS MAN. G.E. TRUSS (2--.) 1500# DRAG TRUSS MAN. STANDARD TRUSSES © 24" O.C. 1500ff\IDRAG TRUSS GIRDER SS ZIY'x22" 25 I C 5 oy ACCESS i �- MAN. HIP TRUSS IvA 8 TYP. NON - ;n4 BEARING WALL S 25 - \i 5 - - 2X4 NAILER FOR GYP MAN. SCISSOR TRUSS W/FILL - - - - 1500# DRAG TRUSS 12" CLASS 'A' COMP. SHINGLES 15# FELT 1/2" OSB RADIANT BARRIER ROOF PLAN SII SCALE: 1/8"=l' -O" MAN. MONO/ 7TyP- PERMIT#-J3- 6" MAN. END GIRDER TRUSS OFFSET JACKS TYP. MAN. MONO 24" O.C. TRUSSES CLIP DRAG TRUSS TO 24" O.C. TOP PLATE WITH (2) A35 CLIPS BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE OMPLIANCE DATE Z S/ ' y BY OQROFESS/pN� C. Jpyy wd� 6 88 20 s�qr CNIL FOF CALIF TAM PLAM HAVE PM RENEE® OMY FOR CONTU E "WMCAWAIMM EDGE NAIL ROOF PLY. ® DRAG TRUSS DSC2 DRAG STRUT CONNECTOR PER 4/SD4 MSTA36 STRAP DRAG TRUSS TO TOP PLATE PER 5/SD4 BLOCK BETWEEN TRUSSES MAN. STANDARD TRUSS Q N o p MAN. G.E. TRUSS 9 N Nw Z N MAN. STANDARD TRUSS W/FILL MAN. GIRDER TRUSS 1500# DRAG TRUSS EDGE NAIL ROOF PLY. ® DRAG TRUSS CALIF. FRAMING 2X6 RIDGE BD. 2X6 BASEPLATE 2X4 RAFTERS 24" O.C. MAN. HIP TRUSSES @ 24" O.C. MAN. HIP/GIRDER TRUSS MAN. SIDE JACKS 24' O.C. 2X8 HIP RAFTER TYP. DRAWN BY: 5 MAN. SCISSOR B. RUBANOFF TRUSS W/FILL 1500# DRAG TRUSS EDGE NAIL ROOF PLY. @ DRAG TRUSS JOB! BOWLING p00F FFAMING N01�,5 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-38 INSULATION BETWEEN THE TRUSSES - 15# FELT - COMP. ROOF - SNOW LOAD 0# 4. PROVIDE DIAGANOL AND SWAY BRACING AT ROOF TRUSSES 5 H-1 ANCHORS AT EACH TRUSS UNLESS OTHERWISE NOTED 6. BLOCK FOR CABINETS 7. 6X12 TYPICAL HEADER UNLESS OTHERWISE NOTED 8. SEE TITLE SHEET FOR ADDITIONAL NOTES 9. PROVIDE H-1 ANCHORS © ALL ROOF/WALL CONNECTIONS 10. TOP PLATE SPLICES W/8 -16d EACH SIDE U.N.O. CLIP DRAG TRUSS TO DSC2 DRAG STRUT TOP PLATE WITH (2) CONNECTOR PER A35 CLIPS 4/SD4 MAN. G.E. TRUSS 1500# DRAG TRUSS MAN. MONO EDGE NAIL ROOF TRUSSES ® PLY. ® DRAG 1 24" O.C. TRUSS MAN. GIRDER TRUSS H. 1500# DRAG TRUSS MAN. MONO/ (P• H1 ANCHOR 1 GIRDER TRUSS ALL TRUSSES SD4 P. 1500 DRAG TRUSS USE LUS24 U.N.O. MSTA36 STRAP DRAG TRUSS TO TOP PLATE PER 5/SD4 EDGE NAIL ROOF PLY. ® DRAG TRUSS UPPER LEVEL ROOF FRAMING PLAN UPPER LEVEL ATTIC VENTILATION CALCS: 1308 SQ. FT./150=8.72 SQ. FT. 1-14"X18" SCREENED G.E. VENT= 1.24 SQ. FT. 3-14"X24" SCREENED G.E. VENT= 4.32 SQ. FT. 9-22"X3 1/2" SCREENED EAVE VENT=3.33 SQ. FT. TOTAL=8.89 SQ. FT. MSTA36 STRAP DRAG TRUSS TO O TRUSSES 24" O.C. 1500 DRAG TRUSS DSC2 DRAG STRUT CONNECTOR PER 4/SD4 MAN. SCISSOR TRUSSES ® 24" O.C. EDGE NAIL ROOF PLY. @ DRAG TRUSS MAN. G.E. TRUSS (2--.) 1500# DRAG TRUSS MAN. STANDARD TRUSSES © 24" O.C. 1500ff\IDRAG TRUSS GIRDER SS ZIY'x22" 25 I C 5 oy ACCESS i �- MAN. HIP TRUSS IvA 8 TYP. NON - ;n4 BEARING WALL S 25 - \i 5 - - 2X4 NAILER FOR GYP MAN. SCISSOR TRUSS W/FILL - - - - 1500# DRAG TRUSS 12" CLASS 'A' COMP. SHINGLES 15# FELT 1/2" OSB RADIANT BARRIER ROOF PLAN SII SCALE: 1/8"=l' -O" MAN. MONO/ 7TyP- PERMIT#-J3- 6" MAN. END GIRDER TRUSS OFFSET JACKS TYP. MAN. MONO 24" O.C. TRUSSES CLIP DRAG TRUSS TO 24" O.C. TOP PLATE WITH (2) A35 CLIPS BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE OMPLIANCE DATE Z S/ ' y BY OQROFESS/pN� C. Jpyy wd� 6 88 20 s�qr CNIL FOF CALIF TAM PLAM HAVE PM RENEE® OMY FOR CONTU E "WMCAWAIMM EDGE NAIL ROOF PLY. ® DRAG TRUSS DSC2 DRAG STRUT CONNECTOR PER 4/SD4 MSTA36 STRAP DRAG TRUSS TO TOP PLATE PER 5/SD4 BLOCK BETWEEN TRUSSES MAN. STANDARD TRUSS Q N o p MAN. G.E. TRUSS 9 N Nw Z N MAN. STANDARD TRUSS W/FILL MAN. GIRDER TRUSS 1500# DRAG TRUSS EDGE NAIL ROOF PLY. ® DRAG TRUSS CALIF. FRAMING 2X6 RIDGE BD. 2X6 BASEPLATE 2X4 RAFTERS 24" O.C. MAN. HIP TRUSSES @ 24" O.C. MAN. HIP/GIRDER TRUSS MAN. SIDE JACKS 24' O.C. 2X8 HIP RAFTER TYP. DRAWN BY: B. RUBANOFF CHECKED; DATE: 2-9-14 SCALE; 1/4"=1'-0" U.N.O. JOB! BOWLING SHEET # 4 OF 10 1 2 3 4 5 6 4" MIN.WOOD 2X4 GYPSUM WALLBOARD 1/4" X5" LAG SCREW JMIN. 0 FLEXIBLE WATER CONN. EARTHQUAKE STRAPPING WATER HEATER ENCIRCLING TANK FROM —HOLD TIGHT PLAN BOTH SIDES. TO GYP. BD. GYPSUM WALLBOARD WOOD 2X4 LEDGER 1 4" X3" LAG SCREW WITH WASHER STRAPPING MUST BE IN THE UPPER ONE—THIRD AND BOTTOM ONE—THIRD EARTHQUAKE STRAPPING OF IT VERTICAL DIMENSIONS TO RESIST HORIZONTAL DISPLACEMENT NOTE: WATER HEATER(S) ANCHORAGE/ STRAPPING SHALL CONFORM TO 2013 CPC. 7 8 WATER HEATER DETAIL 9 10 11 12 CONC. FOUNDATION TO HOUSE 2x6 P.T. MUDSILL OFFSET PER PLAN 2x4 (OR 2x6) SEE PLAN MUDSILL @ GARAGE FOOTING BELOW a 13 14 FOUNDATION OFFSET 15 16 17 18 GIRDER OR HEADER INTERMEDIATE RAILS OR AN ORNAMENTAL PATTERN MAN. TRUSSES ON OPEN STAIR RAILINGS SHALL - Q 11/2 - PREVENT PASSAGE OF A 4" iv MIN. 2x BLOCKING BETWEEN TRUSSES _ 3 2x12 STRINGERS DIAMETER SPHERE. 2XBLOCK THE TRIANGULAR OPENINGS FORMED AS REQUIRED FOR UPPER CABINETS =' ~- • ,._ W/ FIREBLOCK BY THE RISER, TREAD, & BOTTOM • •—' 1 /2" GYP. BD. i' ELEMENT OF A GUARDRAIL AT THE STC. CLIP LOWER BO M OPEN SIDE OF A STAIRWAY MAY CHORD & INTERIOR NON M BE OF SUCH SIZE THAT A SPHERE BEARING WALLS INTERSECTIONS >>^ 6" IN DIAMETER CANNOT PASS \z 5/8" GYP BD PC ATTACHED TO GIRDER MIN. OR BEAM THROUGH - xQ (V M POST 2x4 SPACER M 1/2" GYP. BD. 2x BLOCK PB ATTACHED TO POST 5/8 TYPE "X" ANCHORED IN CONC. GYP. BD. IF - 2X FRAMING 1/2" GYP BD — USABLE SPACE 1R 1 /D4" RAIL \ 16" O.C. = Z o CONC. PAD Z m 3/4„ STUDS RISER STOCK 201# L TO LATERIALSLOAD UPPER CABINETS PER FOOT, MIN. SIDE VIEW PICKETS 19 POST CAP ® POST BASE 20 STAIR DETAIL 21 STAIR RAIL DETAIL 23 24 BLOCKING/CLIPS ® LBC 1/2" OSB 1/2" OSB PERMIT# TRUSSES MAY BE TURNED DBL TOP PLATE BUTTE COUNTY DEVELOPMENT SERVICES IN OTHER DIRECTION SEE REVIEWED FOR PLAN TO VERIFY C DE CQMPLIANCE ./ 2x RIDGE 1/2" CCX PLY ® EAVES DATE BY� 2x BASE PLATE GABLE END N. 1/2" CCX PLY. TRUSS EAVES 8 LF EXISTING EXISTING TRUSS H-1 ANCHOR r PLYWOOD OR O.S.B. SHEETI G CONT. AT LOW ROOF HEIGHT DEPENDS ON 2x4 OUTRIGGERS @ HEADER PER PLAN SIZE OF GARAGE DOOR 2'-0" O.C. MAX 2x RAFTERS @ 16" OR 24" BEING USED NOTCH INTO TRUSS AND BUTT INTO FIRST STANDARD TRUSS 2x2 BETWEEN OUTRIGGERS 25 CALIFORNIA FILL FRAMING 26 27 GARAGE DOOR HEADER 28 BARGE TIES/ OUTRIGGERS 29 SCALE: NONE SHEET # 5 2X8 FASCIA BD. -L' -- 4X12 BEAM 2X6 STUD WALL AT 16" O.C. MAN. MONO TRUSSES K 24" O.C. 12 I 4 1 3/4"X14" RIM JOIST COV. CONC. PORCH 1 3/4"X9 1/2" RIM JOIST 4" CONC. SLAB 6X6 10/10 W.W.M. MAN. MONO 1 24" O.C. R-19 INSU APPROVED RADIANT BARRIER AT UNDERSIDE OF OSB. TYPICAL 5/8" GYP.BD. AT CL'GS. MAN. SCISSOR TRUSSES ® 24" O.C. 4�� 12 MASTER BEDROOM #2 I 3/4" T.&G. PLY. 0/ MAN. 14' 1 JOISTS AT 16" O.C. LIVING ROOM 1/2" GYP. BD: 3/4" T.&G. PLY. 0/ MAN. 9 1/2" 1 JOISTS AT 16" O.C. SECTION A—A :-::=III H-1 ANCHOR ALL TRUSSES BLOCK BETWEEN TRUSSES DECK TPO RUBBER MEMBRANE MATERIAL OR EQUAL ATOP PLYWOOD (2X12 LEDGER W/LUS212 2X12 DECK JOISTS TAPPERED FROM 11 1/2" TO 9 1/2" @ 16" O.C. rn COV. CONC. PORCH Lo 2X4 CRIPPLE WALL @ 16" O.C. t -MAN. MONO TRUSSES N z I�'j ® 24" O.C. qt.:2 11 Ll 2X10 RIM JOIST 4" CONC. SLAB 6X6 10/10 W.W.M. 5 1/2"X11 7/8" PSL PORCH BEAM WRAPPED W/SIDING 1/2" CCX PLY ® EAVES 4X12 BEAM MIN 5/8" APA RATED PLYWOOD WITH 8D (0.113 x 2 3/8") NAILS AT 6" O.C. EDGE NAILING, AND 12" O.C. FIELD NAILING. SECTION B—B ES Jtl� I IVIV v PERMIT # - E3L) E COUNTY DEVELOPMENT SERVICES REVIEWED FOR 71DE�/ MPLIANCAT ' y BY� 14r, L -F aptj co 0 rn 0 Lo rn Z N 1� 0 � O � •• J w Z -It M >- m IL. 0 () i 0-) 00 N 00 z Q N w Lr) C14 Z ��-� U w W0 � u 0 } X U ~ Lo Ln w } 0 CD o M >- C, 0 Q O mm w m LLJ m cn :>- 0 0 0 Z 0 J � •• 0 mo O i m 0 o� Q J N U � Z U N w w CD o w >- C, c° wcn —' .. LLJ m cn :>- C) . a O D m Q m = CD Q INTERMEDIATE RAILS OR AN ORNAMENTAL PATTERN ON OPEN STAIR RAILINGS SHALL PREVENT PASSAGE OF A 4" DIAMETER SPHERE. FIBER CEMENT LAP SIDING 0/ APPROVED VAPOR BARRIER 0/ 3/8" SHEAR PLY. @ ALL ELEVATIONS EPA APPROVED SPARK ARRESTOR z N_E ,- CONT. RIDGE VENT 8 EVATIO THE GABLE ATTIC VENTS SHALL BE FULLY COVERED WITH METAL WIRE MESH OR NON COMBUSTLBLE MATERIALS WITH MIN. OF 1/16" AND SHALL NOT EXCEED 1/8" OPENINGS 12 /'/1�IT OIf1/�C \/GAIT n .i LEFT ELEVATIO CONT. RIDGE VENT STAIRS: 7 3/4" MAX. RISE 11" MIN. TREAD CONT. RIDGE VENT 2X6 FASCIA BD. 12 -1 4 CONT. RIDGE VENT CLASS 'A' COMP. SHINGLES 15# FELT 1/2" OSB RADIANT BARRIER 2X6 TRIM FRONT ELEVATION ONLY PERMIT # --0/l/ ' f/2- BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR COPE C MPLIANCE DATE Z 5/// By Alf rLr- (!/) l DRAWN BY; B. RUBANOFF O DATE; O SCALE; 1/4"=1'-0" U.N.O. O � I _z uF 10 O •• O m0 O It m o W }- o Q J co N U p Q � Z :2 m U N LLJ C:) LLJ LLJ >- O J LTJ LLJ m :2 J o m m O D m m Q m = U Q DRAWN BY; B. RUBANOFF CHECKED: DATE; 2_9_14 SCALE; 1/4"=1'-0" U.N.O. J11B; BOWLING S H'4 T # 7 uF 10 r A RESIDENCE FOR: BOB & EMILY BOWLING HUMBLE ROAD GRIDLEY CALIF. A. P.#: 024-260-030-000 c— d t7 t7 CO �- � D z m d C O N Q7 1 z _T71 CD 0 0 z 0 o A RESIDENCE FOR: BOB & EMILY BOWLING HUMBLE ROAD GRIDLEY CALIF. A. P.#: 024-260-030-000 LOWER LEVEL ELECTRICAL PLAN 1 1111 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 AfV C F UI?NAC� NOT5 - PROVIDE A CLEAR PATH FROM THE ACCESS OPENING TO THE ATTIC FURNACE UNIT TO ACCOMMODATE THE LARGEST PIECE OF EQUIPMENT BUT NOT SMALLER THAN 22"X30". - THE PASSAGEWAY FROM ACCESS OPENING TO THE UNIT SHALL NOT EXCEED 20' AS MEASURED ALONG THE CENTER LINE OF THE PASSAGEWAY. THE PASSAGEWAY SHALL BE UNOBSTRUCTED AND SHALL HAVE CONTINUOUS SOLID FLOORING NOT LESS THAN 24" IN WIDTH FROM THE ACCESS OPENING TO THE UNIT. - PROVIDE A MINIMUM 30"X30" WORKING PLATFORM IN FRONT OF THE FIREBOX SIDE OF THE UNIT AND IF THE FURNACE CONTROLS ARE NOT ACCESSIBLE FROM THIS SIDE OF THE UNIT A MINIMUM 24" WIDE PLATFORM SHALL BE PROVIDED FROM THE FIREBOX PLATFORM TO THE CONTROLS. A WORKING PLATFORM NEED NOT BE REQUIRED WHEN THE FIREBOX AND CONTROLS CAN BE ACCESSED DIRECTLY FROM THE ACCESS OPENING. - PROVIDE A PERMANENT ELECTRICAL OUTLET AND LIGHTING FIXTURE CONTROLLED BY A SWITCH LOCATED AT THE ACCESS OPENING AT OR NEAR THE ATTIC FURNACE UNIT. I.IGHVNG W%P, �5 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 DSETERMINED 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. PERMANTLY INSTALLED LUMINAIRES IN BATHROOMS, GARAGES, LAUNDRY ROOMS, UTILITY ROOMS SHALL BE HIGH EFFICIENCY LUMINAIRES OR ARE CONTROLLED BY AN OCCUPANT SENSOR(S) CERTIFIED TO COMPLY WITH SECTION 119(D) THAT DOES NOT TURN ON AUTOMATICALLY OR HAVE AN ALWAYS ON OPTION. 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(1)) 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). AItP, QU&ITY NOTE: FOR AIR QUALITY THE (1) FANS IN BATHROOM #4 AND (1) IN THE 1/2 BATH SHOULD NOT EXCEEDTHE SOUND LEVEL OF 1 SONE EACH & THE CFM LEVEL SHOULD BE 50 CFM EACH THIS IS BETTER THAN THE 75 CFM THE RESIDENTIAL MANUAL RECOMMENDS IN TABLE 4-7 VENT FAN TO OUTSIDE FAN TO RUN CONTINUOUSLY W/2 -STAGE MOTOR BATHROOM EXHAUST FANS SHALL BE ENERGY STAR COMPLIANT AND THE FAN SHALL BE CONTROLLED BY A HUMIDISTAT WHICH IS READILY ACCESSIBLE(CGBSC 4.506.1) NOTE: ALL EXHAUST FANS SHALL BE DUCTED TO THE OUT SIDE UPPER LEVEL ELECTRICAL PLAN I �jl UCTOCAI, PLAN N0T�5 PERMIT# 4T/4y _/2` V11 BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR 1. PERMANET WIRE ALL SMOKE DETECTORS ON A DETECTED CIRCUIT CODE COMPLIANCE 2. THE FOLLOWING GUIDE LINES MUST BE MET ON WALL PLUGS DATE _/��/���_BY_�� -ANY WALL OVER 2'-0 IN LENGTH SHALL HAVE A RECEPTACLE17 -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)2010 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 DRAWN BY; B. RUBANOFF O DATE 2-9_14 SCALE: O 1/4"=l' -O" U.N.O. J❑B: O BOWLING 0 f Akh� 1 ) 0 Z 0 F 1 " 0' O 0m o0 , L'j > o� Q - J Qoo N Z :2cr N L,J Cl L j LLJ i— O Vn o�d J W .. W m I o ta� m O m Q m = CD Q DRAWN BY; B. RUBANOFF CHECKED: DATE 2-9_14 SCALE: 1/4"=l' -O" U.N.O. J❑B: BOWLING f Akh� SHEET #� ) 0 9 0 F 1 " 0' NORTH C G Lr C, N SITE PLAN SCALE: 1/32"=l' -O" 0 0 0 0 M PERMIT # N-12y� GUTTER WITH ABILITY TO BUTTE COUNTY DEVELOPMENTSERVICES PREVENT THE REVIEWED FOR CODE C MPLIANCE ACCUMULATION OF LEAVES DATE (N) POWN51"OUT 1 OPTION 1: UNDERGROUND _ RETENTION SYSTEM DO N5POUT PAPIER 1o' MIN 2% 1' BACKFILL 18" CO & 5WEEP 4" HDPE N-12 25 LF 4" PERF PIPE CL05EP PIPE g" WRAPPED IN FILTER ;E) GUTTER cD O r- rn O M V I Z CV I- • li O .- d •• > .J LLJ d M LL- U O N mZ O M Y -�00 � WC'4 Q Q C W 0Q�t- _ Z Z U -'OHO LLJ ~ U Ln W X M C) O -O .� 86 J m m w W Q QO mm m O O O CD V I Z J � •• > O ��• LL. O m Q U- 0Q�t- Z C U N W W C) W% -O (/-) 86 J m -j .. z4z W O Q m = 0 Q STRUCTURAL NOTES 1. GENERAL A) ALL WORK SHALL CONFORM TO THE 2013 CBC AND ALL APPLICABLE LOCAL CODES. B) THE ENGINEER (VERTECH ENGINEERING, INC.) HAS PROVIDED AND IS RESPONSIBLE FOR SPECIFIC STRUCTURAL ITEMS ONLY, ALL OTHER REQUIREMENTS OF THE BUILDING CODE INCLUDING WATERPROOFING, FIREPROOFING, DRAINAGE, HANDICAP ACCESSIBILITY, EGRESS REQUIREMENTS, PARKING, AND ALL OTHER DESIGN REQUIREMENTS NOT SPECIFICALLY SHOWN IN THE STRUCTURAL DESIGN CALCULATIONS ARE THE RESPONSIBILITY OF THE CONTRACTOR OR OWNER. SHOULD ANY CHANGES BE MADE FROM THE DESIGN AS SPECIFIED IN THESE DOCUMENTS WITHOUT THE WRITTEN APPROVAL FROM THE ENGINEER, THEN THE ENGINEER WILL ASSUME NO RESPONSIBILITY FOR ANY ELEMENT OR SYSTEM OF THE STRUCTURE. C) THE DRAWINGS AND CALCULATIONS REPRESENT THE FINISHED STRUCTURE, AND, UNLESS SPECIFICALLY NOTED OTHERWISE, DO NOT SHOW THE METHOD OF CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR THE METHOD OF CONSTRUCTION, AND SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE PUBLIC, CONSTRUCTION WORKERS, AND THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE FORMING, SHORING, BRACING, SCAFFOLDING, ETC. D) IF A PARTICULAR FEATURE OF CONSTRUCTION IS NOT FULLY SHOWN ON THE DRAWINGS OR IN THE CALCULATIONS, THEN IT SHALL BE CONSTRUCTED IN THE SAME CHARACTER AS SIMILAR CONDITIONS THAT ARE SHOWN ON THE DESIGN DOCUMENTS. E) ANY CONDITIONS NOTED AS EXISTING MUST BE FIELD VERIFIED BY THE CONTRACTOR, AND ANY DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER WITHOUT PROCEEDING WITH CONSTRUCTION PRIOR TO THE REVIEW OF THE ENGINEER. F) ALL WATERPROOFING AND FLASHING (ROOFS, FOUNDATIONS, GARAGE FLOORS, ETC. . .) IS THE RESPONSIBILITY OF THE CONTRACTOR OR OWNER. G) SHOP DRAWINGS: SHOP DRAWINGS ARE SUPERCEDED BY THE STRUCTURAL DRAWINGS UNDER ALL CIRCUMSTANCES. THE GENERAL CONTRACTOR SHALL VERIFY THAT ALL CONSTRUCTION IS IN FULL AGREEMENT WITH THE LATEST STRUCTURAL DRAWINGS. REVIEW OF SHOP DRAWINGS BY THE ENGINEER OF RECORD DOES NOT GUARANTEE IN ANY WAY THE THE SHOP DRAWINGS ARE CORRECT, NOR DOES IT INFER THAT THEY SUPERCEDE THE STRUCTURAL DRAWINGS. H) WALL FINISH SYSTEMS SUCH AS STUCCO SHALL BE APPLIED OVER FOAM BASE OR OTHER METHOD OF ADEQUATELY ALLOWING THE FINISH TO EXPAND AND CONTRACT WITHOUT CRACKING. THE OWNER OR CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEFECTS IN THE FINISHES. 2. SITE WORK / FOUNDATIONS A) ASSUMED MAXIMUM SOIL BEARING = 1500 PSF PER CBC TABLE 1806.2. B) BUILDING SITE IS ASSUMED TO BE DRAINED AND FREE OF CLAY OR EXPANSIVE SOIL. ENGINEER HAS NOT MADE A GEOTECHNICAL REVIEW OF SITE, ANY OTHER CONDITIONS ENCOUNTERED MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER. C) THESE CALCULATIONS ASSUME STABLE, UNDISTURBED SOILS AND LEVEL OR STEPPED FOOTINGS. ANY OTHER CONDITIONS SHOULD BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO THE CONSTRUCTION OF THE FOUNDATIONS. D) ALL FOOTINGS INCLUDING RETAINING WALL FOOTINGS, SPREAD FOOTINGS, WALL FOOTINGS, AND GRADE BEAMS SHALL BEAR ON UNDISTURBED SOIL WITH A FOOTING DEPTH BELOW FROSTLINE. (12" TO 24" AS PER LOCAL REQUIREMENTS) E) BOTTOM OF ALL FOUNDATION TRENCHES SHALL BE CLEAN AND LEVEL. F) ALL FINISHED GRADE SHALL SLOPE AT A MINIMUM SLOPE OF 5% AWAY FROM ALL FOUNDATIONS A MINIMUM OF 10 FEET HORIZONTAL. G) FOUNDATIONS SHALL NOT BE SCALED FROM PLAN OR DETAIL DRAWINGS. H) FILL MATERIAL SHALL BE FREE FROM DEBRIS, VEGETATION, AND OTHER FOREIGN SUBSTANCES. 1) USE 4" DIAMETER PERFORATED PIPE SUB—DRAIN BEHIND ALL RETAINING WALLS. SLOPE PIPE TO DRAIN TO DAYLIGHT. J.) FOR FOOTINGS PLACED ON OR ADJACENT TO SLOPES, A GEOTECHNICAL ENGINEER MUST APPROVE FOOTING PLACEMENTS IN VIOLATION OF FIGURE 1808.7.1 OF 2013 CBC. THIS ENGINEER SHALL NOT BE LIABLE FOR ANY FOUNDATION NOT IN STRICT CONFORMANCE TO SECTION 1808 OF THE 2013 CBC. 4. 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. VERTECH RECOMMENDS THE FOLLOWING AS A MINIMUM SLAB—ON—GRADE: AT GARAGE SLABS, USE 4" THICK S.O.G. WITH #3 BARS AT 15" O.C. EACH WAY ABOVE MID—DEPTH OF SLAB OVER 2" SAND, OVER MOISTURE BARTER, OVER 4" AGGREGATE BASE. USE 3-1/2" SLAB WITH #3 AT 15" E.W. ABOVE MID—DEPTH OF SLAB, OR 6X6 WWF ABOVE MID—DEPTH OF SLAB WITH SAME SUB—SLAB BUILDUP AT ALL OTHER AREAS. G) SAW—CUT TOP 3/4" OF SLAB FOR CRACK CONTROL AT INTERVALS NOT TO EXCEED 20' -0 - WHERE SLAB IS REINFORCED, SAW CUT AT INTERVALS NOT TO EXCEED 7'-0" WHERE SLAB IS UN—REINFORCED. 1) REINFORCEMENT COVER SHALL BE AS FOLLOWS: CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO SOIL: 3" CONCRETE WITH SOIL OR WEATHER EXPOSURE: #5 BARS AND SMALLER 1 X- #6 BARS AND LARGER -2" CONCRETE WITHOUT SOIL OR WEATHER EXPOSURE: 3/4" J) REINFORCEMENT SHALL BE GRADE 60 PER ASTM A615 U.N.O. LAP BOTTOM REINFORCING (60) BAR DIAMETERS U.N.O. AND LAP TOP REINFORCING, PLACED ABOVE 12" OF CONCRETE OR MORE, (80) BAR DIAMETERS U.N.O. K) #5 AND LARGER REBAR SHALL NOT BE RE—BENT. L) ALL REINFORCING STEEL AND ANCHOR BOLTS SHALL BE ACCURATELY LOCATED AND ADEQUATELY SECURED IN POS111ON BEFORE AND DURING CONCRETE PLACEMENT. 6. FRAMING/LUMBER 8-1: PREFABRICATED ROOF TRUSSES: 6-1 MATERIALS: A) PREFABRICATED ROOF TRUSSES: PREFABRICATED ROOF TRUSSES SHALL BE A.) SHEATHING: DESIGNED BY THE TRUSS FABRICATOR PER THE REQUIREMENTS OF THE WA 1. ROOF SHEATHING: SEE PLANS ARCHITECTURAL AND STRUCTURAL DRAWINGS AND CBC 2303.4. � 2. FLOOR SHEATHING: SEE PLANS B) COMPLETE CALCULATIONS AND SHOP DRAWINGS INCLUDING LAYOUT, SIZE OF 3. WALL SHEATHING: SEE PLANS MEMBERS, AND CONNECTION DETAILS, STAMPED AND SIGNED BY AN B.) GLUE—LAMS: GLUE—LAMS SHALL BE 24F—V4 U.N.O. WITH A CAMBER OF R=1600' U.N.O. ENGINEER LICENSED IN THE STATE OF CALIFORNIA, SHALL BE REVIEWED BY THE x GLUE—LAMS EXPOSED TO WEATHER MUST BE RATED FOR EXTERIOR USE BY THE ENGINEER OF RECORD PRIOR TO TRUSS FABRICATION. MANUFACTURER. C) TRUSS DESIGN LOADS: GLUED LAMINATED FABRICATON SHALL BE PERFORMED IN AN APPROVED FABRICATORS SHOP TOP CHORD LIVE LOAD 20 PSF REDUCIBLE IN ACCORDANCE WITH CBC 2303.1.3, AITC A190.1, AND ASTM D 3737. BEAM INSPECTION CERTIFICATES TOP CHORD DEAD LOAD 8 PSF SHALL BE SUBMITTED TO THE FIELD INSPECTOR PRIOR TO COMPLETION OF FRAME INSPECTION BOTTOM CHORD DEAD LOAD 8 PSF IN ACCORDANCE WITH CBC 1704.2. TOTAL LOAD 36 PSF C.) MICRO—LAMS: MICRO—LAMS (LAMINATED VENEER LUMBER) SHALL HAVE FB = 3100 PSI & FV UPLIFT LOAD AS REQUIRED BY THE 2013 CBC = 285 PSI MIN., AND SHALL BE MANUFACTURED, APPROVED AND IDENTIFIED AS PER NER-481 D) TRUSS BRIDGING SHALL BE AS REQUIRED AND SPECIFIED BY THE TRUSS D.) SILL PLATES: SILL PLATY=S SHALL BE PRESSURE TREATED DOUGLAS FIR WITH 1/2" DIAMETER FABRICATOR. ANCHOR BOLTS AND 3" X 3" X .229" PLATE WASHERS LOCATED AT 6'-0" O.C. MAX. WITH E) TRUSS MANUFACTURER SHALL OBTAIN ALL NECESSARY APPROVALS FROM THE ONE BOLT LOCATED 1'-0" MAXIMUM FROM EACH END OF EACH PIECE. PUBLIC AGENCIES INVOLVED IN GOVERNING CONSTRUCTION. E.) FRAMING LUMBER: ALL FRAMING LUMBER SHALL BE DOUGLAS FIR LARCH AS GRADED BY THE F) TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING MAXIMUM DEFLECTIONS UNDER W.W.P.A. OR W.C.L.I.B. AND SHALL HAVE A MOISTURE CONTENT LESS THAN 199'0, U.N.O. DESIGN LOADS: LIVE LOAD DEFLECTION = L/360, TOTAL LOAD DEFLEC11ON = L/240 1. STUDS SHALL BE STUD GRADE OR BETTER. 2. ALL POSTS SHALL BE DF—L #1 U.N.O. 3. 2X AND 3X RAFTERS SHALL BE DF—L #2 U.N.O. 9. DESIGN LOADS 4. 2X JOISTS SHALL BE DF—L #2 U.N.O. A) THE STRUCTURE HAS BEEN DESIGNED FOR THE FOLLOWING CRITERIA PER CBC 5. CONCEALED BEAMS SHALL BE DF—L #2 CHAPTER 16, DIVISIONS I, II, III, AND IV U.N.O.: 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. B) SEISMIC: F.) NAILS: ALL NAILS SHALL BE COMMON U.N.O. WHERE EXPOSED TO WEATHER OR WITHIN 18" SEISMIC IMPORTANCE FACTOR: 1 OF FOUNDATION, NAILS SHALL BE GALVANIZED. MAPPED SPECTAL RESPONSE ACCELERATIONS: Ss = 0.59, S1 = 0.27 G.) BOLTS AND LAG SCREWS: BOLTS AND LAG SCREWS SHALL BE ASTM A-307 U.N.O. AND SEISMIC SITE CLASS: D PROVIDED NEW AND WITHOUT EXCESSIVE RUST. SPECTRAL RESPONSE COEFFICIENTS: SDS = 0.52, SD1 = 0.33, Cs = 0.08 H.) ALL HARDWARE CALLED SHALL BE SIMPSON STRONG—TIE CO., OR ENGINEER APPROVED SEISMIC DESIGN CATEGORY. D EQUIVALENT, INSTALLED PER MANUFACTURER'S RECOMMENDATIONS WITH ALL HOLES FILLED BASIC SEISMIC—FORCE—RESISTING SYSTEM: LIGHT FRAMED SHEAR WALLS WITH RECOMMENDED FASTENERS. USP HARDWARE MAY BE USED IN LIEU OF SIMPSON HARDWARE SEISMIC BASE SHEAR: 11.0 KIPS WITH WRITTEN APPROVAL FROM STRUCTURAL ENGINEER OF RECORD. RESPONSE MODIFICATION FACTOR: R = 6.5 ALL METAL HANGERS, CONNECTORS, AND FASTENERS IN CONTACT WITH PRESSURE ANALYSIS PROCEDURE USED: EQUIVALENT STATIC FORCE PROCEDURE TREATED WOOD SHALL BE STAINLESS STEEL OR OTHERWISE CERTIFIED BY THE MANUFACTURER TO RESIST CORROSION CAUSED BY THE SPECIFIC TREATMENT APPLIED C) WIND: TO THE WOOD AND/OR METALS. WIND SPEED: 110 MPH 1.) MANUFACTURED "I" JOISTS: MANUFACTURED I JOISTS (SUCH AS TRUSS JOISTS) SHALL BE WIND EXPOSURE: C INSTALLED PER THE MANUFACTURES RECOMMENDATIONS USING A DEFLECTION LIMIT OF L/480 D) GRAVITY LOADS: U.N.O. LIVE LOADS: USE A MANUFACTURED 1-1/4" RIM BOARD (SUCH AS TIMBER STRAND) WITH ALL "I" JOISTS. ROOF..............................................20 PSF REDUCIBLE USE A DOUBLE RIM OR 1-3/4" LVL RIM AT ALL LOCATIONS WHERE LEDGERS ARE USED (SUCH AS FLOOR .............................................. 40 PSF DECK LEDGERS). 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, ETC. . . C.) BLOCKING: PROVIDE SOLID BLOCKING IN JOIST FRAMING ABOVE ALL SUPPORTS 6-4 POSTS/TRIMMERS A.) SUPPORT: SUPPORT ALL UPPER LEVEL POSTS AND TRIMMERS IN LOWER LEVELS WITH EQUIVELANT FRAMING AND BLOCK OR OTHERWISE FRAME POSTS THROUGH FLOOR SYSTEMS. B.) WHERE POSTS WITH COLUMN CAPS OR BEARING PLATES ARE SPECIFIED, THE LOAD IS TO BE TRANSFERRED TO THE FOUNDATION BY VERTICAL GRAIN ONLY, U.N.O. 6-5 WALL FRAMING A.) DOUBLE TOP PLATE SPLICES: SPLICES AND JOINTS IN DOUBLE TOP PLATE OF STUD BEARING/i/ _ 2 WALL WALL SHALL OCCUR AT THE CENTER LINE OF SUPPORTING STUD / - PERMIT# 7 TOP PLATE SPLICES OF STUD WALLS SHALL BE 48" LONG WITH (12) 16d SINKERS EACH SIDE BUTTE COUNTY DEVELOPMENT SERVICES B.) OF EACH SPLICE U.N.O. WHERE SPLICE IS INTERUPTED, USE ST6224 STRAP U.N.O. FIRE BLOCKS: FIRE BLOCK STUD WALLS AT MID—HEIGHT WHERE STUD LENGTH EXCEEDS REVIEWED FOR CODEC�MPLI) NNCE 10'-0" DATE 7 BY C.) MIS—PLACED ANCHOR BOLTS: WHERE ANCHOR BOLTS HAVE BEEN INCORRECTLY PLACED, USE SIMPSON SET EPDXY WITH ANCHOR OF SAME DIAMETER WITH 7" EMBEDMENT IN CONCRETE AND INSTALLATION PER MANUFACTURERS RECOMMENDATIONS AND CURRENT ICC REPORT. D.) CRIPPLE WALLS: CRIPPLE WALLS SHALL BE A MINIMUM OF 14" IN HEIGHT. FOR LESSER 2X PLAS (ANDAS IM HEIGHTS,E.) ABBREVIATIONS NOTCHED ORACUT STU S� NOTCHED CUTRSTUDS TO CLEAR ANCHOR BOLTS ARE NOT ALLOWED. STUDS SHALL HAVE FULL BEARING TO THE FOUNDATION PLATE. F.) LET—IN BRACES: LET IN BRACES SHALL NOT BE USED FOR TEMPORARY BRACING ON ANY AB ANCHOR BOLT DJ DOUBLE JOIST JST JOIST PP PARTIAL PENETRATION WALL FRAME. STEEL STRAPS WHICH DO NOT REQUIRE THE CUTTING OF STUDS ARE AN ADD'L ADDITIONAL DO DITTO JT JOINT PT PRESSURE TREATED G.) ACCEPTABLE ALTERNATIVE. SEE NOTE 6-1 D FOR SILL AND ANCHOR BOLT SPECIFICATIONS. ADJ. ADJACENT DWL DOWEL K KIPS P/C PRECAST CONCRETE H.) WALL FRAMING RECEIVING NAILING AT 3" ON CENTER OR LESS SHALL BE 3X NOMINAL U.N.O. ALT ALTERNATE EA EACH L ANGLE P/T POST—TENSIONED PER PLANS AND DETAILS. ANC ANCHOR EF EACH FACE LLH LONG LEG HORIZ. REINF REINFORCEMENT REQ'D REQUIRED 6-6 CONNECTIONS ARCH ARCHITECTURAL EL ELEVATION (DATUM) LLV LONG LEG VERT. SC SLIP CRITICAL A.) HOLES FOR THROUGH BOLTS SHALL BE DRILLED 1 /16" OVERSIZE. BLDG BUILDING ELEV ELEVATION VIEW OR ELEVATOR (VIEW) LONG LONGITUDINAL SEOR STRUCTURAL ENGINEER B.) ALL BOLTS, NUTS, AND LAG SCREWS SHALL BE PROVIDED WITH FLAT OR MALLEABLE BLKG BLOCKING EN EDGE NAILING LSL LONG SLOTTED HOLE OF RECORD WASHERS WHERE BEARING AGAINST WOOD. BM BEAM EQ EQUAL LVL LAMINATED VENEER LUMBER SHG SHEATHING C.) ALL BOLTS AND LAG SCREWS SHALL BE TIGHTENED UPON INSTALLATION AND RE—TIGHTENED BOT (B) BOTTOM ES EACH SIDE MAX MAXIMUM SIM SIMILAR D.) BEFORE CLOSING IN OR AT COMPLETION OF JOB. LAG SCREWS SHALL BE SCREWED, NOT DRIVEN, INTO PLACE. BTF BEAT TO FIT EXIST (E) EXISTING MB MACHINE BOLTS SOG SLAB—ON—GRADE SSL SHORT SLOTTED HOLES BTWN BETWEEN EXP EXPANSION MECH MECHANICAL CB CARRIAGE BOLTS EXT EXTERIOR MFR MANUFACTURER STD STANDARD CCJ CONTROL JOINT EW EACH WAY MIN MINIMUM STIFF STIFFENER STL STEEL CIP CAST—IN—PLACE CONCRETE FF FINISH FLOOR MISC. MISCELLANEOUS SQ SQUARE CJ CONSTRUCTION JOINT FIN FINISH MTL METAL SWS SHEAR WALL SCHEDULE CLR CLEAR FJ FLOOR JOIST (N) NEW SYM SYMMETRICAL CMU CONCRETE MASONRY UNITS FLR FLOOR NOM NOMINAL T & B TOP & BOTTOM COL COLUMN FNDN FOUNDATION NS NEAR SIDE T 0 (P) TOP OF (PLYWOOD) CONC CONCRETE FOHC FREE OF HEART CENTER NSA NELSON STUD ANCHOR TOC TOP—OF—CONCRETE CONN CONNECTION FOS FACE OF STUD FS NTS NOT TO SCALE TOF TOP—OF—FOOTING CONSTR CONSTRUCTION FAR SIDEFTG FOOLING OC ON CENTER TOS TOP—OF—STEEL CONT CONTINUOUS GA GAGE OD OUTSIDE DIAMETER TOW TOP—OF—WALL CONTR CONTRACTOR GALV GALVANIZED OH OPPOSITE HAND TN TOE NAIL CP COMPLETE PENETRATION GLB GLUE—LAM BEAM OPNG OPENING TYP TYPICAL CTR CENTER HDR HEADER OVS OVERSIZE ROUND HOLE UNO UNLESS NOTED OTHERWISE CTSK COUNTERSINK HGR HANGER (SIMPSON) PDF POWDER DRIVEN FASTENER VERT (V) VERTICAL DBA DEFORMED BAR ANCHOR HORIZ (H) HORIZONTAL PERP PERPENDICULAR WP WORKPOINT DBL DOUBLE HSB HIGH STRENGTH BOLTS PL PLATE WWF WELDED WIRE FABRIC DF—L DOUGLAS FIR — LARCH ID INSIDE DIAMETER PLYWD PLYWOOD W/ WITH DIA DIAMETER INT INTERIOR PLCS PLACES W/0 WITHOUT QOESSION q O l 0. 691 8 E 6/ /1 CIV1\- �9TFOF CALF 5/06/14 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULA11ONS r= VERTECH MmYGINEERNG 383 Rio Lindo Ave, Ste 200 Chico, California 95926 P. (530) 899-8716 F. (866) 881-9108 vertechengineering. com rl /-,!5: a� � pFV151ON5 PATI 5/06/14 5CAL� NTS P AWN RKB J06 14-174 5Hf; f w C) za WA � A z� x E-� rl /-,!5: a� � pFV151ON5 PATI 5/06/14 5CAL� NTS P AWN RKB J06 14-174 5Hf; f TYPICAL HANGER SCHEDULE MEMBER SIZE SIMPSON HANGER TYPE FASTENER TYPE AT SUPPORTING AT SUPPORTED MEMBER MEMBER 2X4/2X6/2X8/ 2X10/2X12 LUS24/LUS26/LUS28/ LUS210AUS210 10d 10d DBL 2X6/DBL 2X8/ DBL 2X10/DBL 2X12 HUS26-2TF/HUS28-2TF/ HUS210-2TF/HUS212-2TF 16d 16d 4X8/4X10/4X12 HU48TF/HU41OTF/HU412TF 16d 10d 6X8/6X10/6X12 HU68TF/HU61OTF/HU612TF 16d 16d TJI/BCI ITS 10d NOT REQ'D LVL/PSL HGLTV 16d 16d GLU-LAM HGLTV 16d 16d oQWESS/0* —WALL CONTINUES WHERE C• Jp �' OCCURS PER PLANco �� Z (5) 16d AT EXISTING FOUNDATIONS OR MISSED A.B.'S PROVIDE 1/2" w0. 691 8 m +;+; + + /DIAM. TITEN HD AT REQUIRED A.B. SPACING WITH 4" EMBED IN � + + + + FOUNDATION, 1 3/4" MIN. EDGE DIST., 8" MIN. END DIST., 8"''L� + + MIN. SPACING. LOCATE AND AVOID ALL REINFORCING PRIOR TO C 1 w- DRILLING. INSTALL PER MFR'S RECOMMENDATIONS OF CAU PARTIAL PLAN AT TOP PLATE CORNER AND TEE 12" MAX 5" MIN 4'-0" MAX AT (3) STORY AND ABOVE, 5/06/14 DBL 2X TOP PLATE ST126 STRAP, U.N.O., 6'-0" MAX AT 1 AND 2 STORY P.T. SILL THESE PLANS HAVE BEEN PER DETAIL BELOW -----,CENTERED ON DISCONTINUITY SOLE PLATE NAIL SPACING PER SHEAR (SEE SHEAR WALL SCHED.) REVIEWED FOR COMPLIANCE WALL SCHEDULE, OTHERWISE 16d AT 8" O.C. ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS SOLE PLATE NAIL PER SHEAR WALL SCHEDULE, TYP II II II 7" MIN '� PLATE WASHER 11 u I L 3" X 3" X .229", TYP I L 1 /2" MIN. _ L L L- STUDDIRECTLY UNDER SPLICE TYP. - - - - - - - -MASA/MASAP ANCHOR OPTION PER NOTE 4 TYPICAL TOP PLATE DISCONTINUITY 1/2 MIN _ _ _ _ _ _/ 2" HOOK, TYP T / BOTTOM FNDN PER PLAN (5) 16d AT CORNER OR INTERSECTING WALL RIM BELOW / PLATE 1/2" DIA A.B., TYP PER PLAN PER 16d SINKERS AT 16" O.C. 4'-0" MIN. LAP LENGTH TYP 16d SINKERS AT 16" O.C. PLAN NOTES: (12) MIN. BETWEEN SPLICES 16d SINKERS AT 16" O.C. (12) MIN. BETWEEN SPLICES 1. SILL PLATE SHALL BE 2X PTDF UNLESS OTHERWISE NOTED BY SHEAR WALL SCHEDULE. (12) MIN. BETWEEN SPLICES 2 PROVIDE (2) BOLTS MIN PER SILL PLATE NOTES: CORNER WHERE SIZE (A) HOLDOWN SCHEDULE WHERE � SIMPSON MODEL NUMBER MIN. COMP. POST DIST. FROM CENTER OF CONC. ANCH. TO FACE OF POST CONCRETE ANCHOR TYPE SEE NOTE 2 SINGLE POUR TWO POUR NAILS/ SDS SCREWS/ POST BOLTS 1. PROVIDE SKEWED AND SLOPED HANGER WHERE REQUIRED. DBL 2X 1 5/16" SSTB16 SST820 6 SCREWS I I 3. DIAGONALLY SLOTTED PLATE WASHERS WITH A MAXIMUM SLOT LENGTH OF 1 3/4" MAY BE DBL 2X 2. PROVIDE HANGER WITH ONE OR BOTH FLANGES CONCEALED WHERE REQUIRED. SSTB24 10 SCREWS 6" HDU8 0 USED WHEN A STANDARD CUT WASHER IS ADDED BETWEEN THE PLATE WASHER AND NUT. SSTB28 3. SEE PLANS AND DETAILS FOR HANGER AT SPECIAL CONDITION. 8" PER SHEAR STUD DIRECTLY DBL 2X » � 16 MAX STUD -_ 2X4 WALL OPENING SCHEDULE 9 PLATE 110 MPH EXP C SPACING I I I 4. SIMPSON MASA OR MASAP CAST -IN-PLACE MUDSILL ANCHORS ARE PERMITTED TO BE USED 6 4. PROVIDE APPROPRIATE FASTENER AT ALL FASTENER HOLES U.N.O. 12d AT 7 O.C. A35 AT 2'-8" O.C. UNDER SPLICE, TYP. TOP PLATE FRAMING PER PLY AND NAILINGJ IN LIEU OF ANCHOR BOLTS AT SPACING EQUIVALENT TO ANCHOR BOLT SPACING, UNLESS 383 Rio Lindo Ave, Ste 200 5. FASTENER SIZES: 16d=0.162" DIA. X 3 1/2" LENGTH RBC AT V-8" O.C. 3' 9" O.C. i PLAN WHERE PER PLAN NOTED OTHERWISE. SEE SHEAR WALL SCHEDULE FOR ADDITIONAL INFORMATION. MINIMUM Chico, California 95926 12d AT 5" O.C. 10d=0.148" DIA. X 3" LENGTH, 2_'4N/C ^ INTERSECTING WALL OR CORNER WHERE OCCURS -9 I OCCURS STEM WALL WIDTH FOR MASA OR MASAP ANCHORS IS 6". USE ANCHOR BOLTS AT STEM P. 530 899-8716 ( RBC AT 1 —2 0 C 10d X 1 1/2" -0.148 DIA. X 1 1/2„ LENGTH - 3 —4 O.CC. 4 4" 3/8" 380 * WALL WIDTHS LESS THAN 6. A35 AT 1 —8 O.C. "r 6. PROVIDE HANGERS AND FASTENERS WITH CORROSION PROTECTION (4) TYPICAL TOP PLATE SPLICE RBC AT 1 —0 O C F. (866) 881-9108 3 —0 O.C. APPROPRIATE FOR CONNECTION APPLICATION AND ENVIRONMENT. 3 3" 3/8" 490* 12d AT 4" O.C. A35 AT 1 —5 0 C 1� 4" 0 C vertechengineering.com TYPICAL METAL HANGER SCHEDULE 12 TYPICAL TOP PLATE SPLICE DETAIL g TYP. NAILING INTO RIM OR BLOCK TYP. ANCHOR BOLT SPACING DETAIL 3 2 —4 O.C. NO SCALE SD 1 NO SCALE 640* �Dl NO SCALE SD 1 NO SCALE �Dl (4) 2 1 2 » MAX. DEPTH FOR 2X4 PL. RBC AT 8 O.C. 1,-9n 0 C 3 1/2” MAX. DEPTH FOR 2X6 PL. PERMIT "_5 1/2- MAX BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR A C DE COMPLIANCE N DATE Z�J BY A 16" MAX STUD SPACING TOP PLATE rn N D B, TYP PER 9/SD1 OCCURS &L TOP PLATE 16d NAILS AT PROVIDE SIMPSON RPS22 PER 9/SDI L PPED CORNERS, TYP STRAP AT EACH PLATE, TOP PLATE PER 9/SD1 (2) MIN PER NOTCH A SECOND LEVEL WHERE OPENING �' A OCCURS PER PLAN I I V 1 SIZE (A) HOLDOWN SCHEDULE WHERE � SIMPSON MODEL NUMBER MIN. COMP. POST DIST. FROM CENTER OF CONC. ANCH. TO FACE OF POST CONCRETE ANCHOR TYPE SEE NOTE 2 SINGLE POUR TWO POUR NAILS/ SDS SCREWS/ POST BOLTS MIN. STEM WALL WIDTH HDU2 DBL 2X 1 5/16" SSTB16 SST820 6 SCREWS 6" HDU4 DBL 2X 1 5/16" SSTB20 SSTB24 10 SCREWS 6" HDU8 6X6 1 3/8" SSTB28 SSTB34 20 SCREWS 8" V 1 SIZE (A) I I I I WALL SCHED. WHERE � U I II II � za H I u.N.o• W A WALL FRAMING OPENING III PER PLAN, TYP COMPRESSION POST AS NOTES: 1-1/2" REQ'D PER STRAP SCHED. 1. HOLDOWNS SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. ( I 2. FOR SSTB INSTALLATION IN 3X PLATE, USE SSTBL. MAX, TYP. PIPE AS OCCURS W � A _LVL-:�L G 3. DOUBLE STUDS SHALL BE NAILED TOGETHER WITH 12d (DIA.=0.131») AT 6 O.C. STAGGERED. I—I 11 NOTE: SOLE PLATE FASTENING 3X STUD WHERE REQ'D C F PER SHEAR WALL SCHED. GREATER THAN 2 1.) DO NOT BORE HOLES OR CUT NOTCHES IN STRUCTURAL WALL PLATES G /( lx J PER SHEAR WALL SCHED. U �:-- w 1/3 THE PLATE WIDTH WITHOUT WRITTEN CONSENT FROM THE ENGINEER OF RECORD. SD3 O TOP PLA 1 TE � W TYPICAL TOP PLATE NOTCH 11 PER 9/SDI II I°I SD3 I I TYPICAL HOLDDOWN SCHEDULE 204 NO SCALESILL PLATE ll� SD 1 SIZE AND A.B. I I . . . . . . . I I 1 �SD 1 SPACING PER 3/SDI - - - - - -_ -_- TT --- SHEAR PLY AND -I - - NAILING PER PLAN A. HEADER PER SCHEDULE II I•I I°I 1 F.N. PER SHEAR PROVIDE GAP BETWEEN B. TRIMMERS PER SCHEDULE I II II WALL SCHED. PANELS AS REQ'D. C. KING STUDS PER SCHEDULE I I I I STRUCTURAL SHEAR WALL TYPE N FOR A MINIMUM BY MFR., 1 8 MIN. 1 " SHEAR WALL LEGEND r D. 2 A35 AT MULTIPLE KING STUDS / FTF STRAP _ _ _ O (°I I ( I I N L -X Y" LENGTH OF X Y" PER SCHEDULE BELOW. E N E. BLOCK AT PLYWOOD SPLICE, AND MAX 10' UNBRACED STUD LENGTHS I I I I PER PLAN E.N. PER SHEAR F. BLOCK SOLID AT MULTIPLE STUDS AND CONTINUE MULTIPLE STUD GROUPS TO SIZE (A) I I I I WALL SCHED. WHERE KING STRAP AND COMP FOUNDATION, UNO. I II II OCCURS (1) 2X4 POST PER SCHED. G.) NAIL MULTIPLE TRIMMERS/KING STUDS TOGETHER WITH 16d AT 12" O.C. STAGGERED BLOCK AS REQ'D. AT II 5'-0" SEE PLAN H. WALL STUD PER PLAN, DF#2 AT 16" O.C. U.N.O. # ALL EDGES, TYP. (2) O I COMPRESSION UP TO 9'-0" E.N. SHEAR PLY AND I.) POST PER PLAN (2) 2X4 I I i I POST AS REQ'D 2X4 CLIP SPACING CONTINUOUS WALL 1 NAILING PER PLAN ASA M: SA ;; SHEAR PLY I PER HD SCHED. 1 WHERE OCCURS- -11 PER SHEAR 1/2w. DIA A B » � 16 MAX STUD -_ 2X4 WALL OPENING SCHEDULE 9 PLATE 110 MPH EXP C SPACING I I I WALL SCHED. I II ° II I I°I .B. SIZE AND L 6 » 3/8 STRAP SHEAR PLY AND NAILING PER PLAN OPENING SIZE (A) HEADER SIZE TRIMMERS KING STUDS UP TO 3'-0" SEE PLAN (1) 2X4 (11) 2X4 UP TO 5'-0" SEE PLAN (2) 2X4 (2) 2X4 UP TO 9'-0" SEE PLAN (2) 2X4 (3) 2X4 °I I II II T SPACING PER I I I I SCHED. . II I I°I II 1 SOLE PLATE 11 I I I I 1 H.D. FASTENING PER II ll I.I I I PER SHEAR WALL SCHED I.f ( I I I I1 SCHED. HD AND COMP POST 11 T II II 1 1°1 SHEAR WALL SCHEDULE SHEAR EDGE SHEA— ALLOW. STUDS UP TO MUDSILL ANCHOR SPACING (1) 2X6 WALL NAILING THING LOAD SOLE PLATE *SIMPSON" (1) 2X PT SILL 3X PT SILLADD'L TYPE (3) (2) #� FASTENING (3)(5) CLIP SPACING NOTES ASA M: SA ;; ASA'. MASAP 1 1/2w. DIA A B 1 2" DIA A B. Q» g 6 » 3/8 260* 12d AT 7 O.C. A35 AT 2'-8" O.C. !'U' RBC AT V-8" O.C. 3' 9" O.C. 4-4* O.C. q* 4" 3/8" 350* 12d AT 5" O.C. A35 AT 1 8M O.C. 2_'4N/C ^ '2� 1'F7 RBC AT 1 —2 0 C 2 —9 O.C. 3 —4 O.CC. 4 4" 3/8" 380 * 12d AT 5" O.C. A35 AT 1 —8 O.C. "r :. M ,-: ........ .. .� (4) RBC AT 1 —0 O C 1 3 0 C. 3 —0 O.C. 3 3" 3/8" 490* 12d AT 4" O.C. A35 AT 1 —5 0 C 1� 4" 0 C 24/O C` (4) RBC AT 10 O.C. 1 —0 O.C. 2 —4 O.C. Q 2" 3/8" 640* 12d AT 3" O.C. A35 AT l'—On O.C. USE 3X SILL ' 1 4j (4) RBC AT 8 O.C. 1,-9n 0 C r rl�V 151ON5 PER SCHEDULE I I ILiT I * ALLOWABLE LOAD MAY BE MULTIPLIED BY 1.4 PER CBC 2306.3 WHERE WIND GOVERNS E.N. I I I I I I I I I I I i t i i i NOTES: 2X6 WALL OPENING SCHEDULE 9' PLATE 110 MPH EXP C —I — — - LL — — I—° -_I 1. FRAMINGBLOCK : USE 2" NOMINAL OR WIDER DOUGLAS FIR LARCH, PT DF FNDN SILL, STUDS AT 16" O.C. MAX, PATS CONTINUOUS WALL E.N. SHEAR PLY AND WHERE OCCURS-� NAILING PER PLAN OPENING SIZE (A) HEADER SIZE TRIMMERS KING STUDS UP TO 4'-0" SEE PLAN (1) 2X6 (1) 2X6 UP TO 5'-0" SEE PLAN (2) 2X6 (1) 2X6 UP TO 8'-0" SEE PLAN (2) 2X6 (2) 2X6 2. SHEATHING: USE APA RATED (32/16 SPAN RATING) SHEATHING U.N.O, APPLY SHEATHING AND NAILING 5/06/14 SILL PLATE COUPLER NUT TO BOTH SIDES OF WALL WHERE SPECIFIED "2 SIDES". 5G&E SIZE PER SCHED. AS REQUIRED 3. NAILS: USE 8d COMMON OR 8d GUN NAILS (DIA. = 0.131") EDGE NAIL AT ALL PANEL EDGES, TOP NTS 12" L PLATE, SOLE PLATE, MUD SILL, POSTS, AND HOLD—DOWN COMP. STUDS, FIELD NAIL AT 12" O.C. PPAVVN FOUNDATION PER PLAN MAX. 12d SINKER SHANK DIA. =0.135", 20d COMMON SHANK DIA. =0.177", DO NOT OVERDRIVE NAILS. RKB STAGGER SOLE FASTENING AND PRE—DRILL PILOT HOLES (MAX 759 NAIL DIA) TO AVOID SPLITTING WALL ELEMENTS. SEE DETAIL 6/SD1 FOR MORE INFORMATION. J06 HOLDOWN CORNER WHERE OCCURS 4. USE 3X NOMINAL FRAMING AT ABUTTING PANEL EDGES AND STAGGER NAILING. 14-174 sH��r TYP. STRAP/HOLDOWN PLAN SECTION 1p TYPICAL STUD WALL ELEVATION 7 TYPICAL SHEAR WALL ELEVATION 4 TYPICAL SHEAR WALL SCHEDULE 1 NO SCALE SD 1 NO SCALE �SD 1 NO SCALE SD 1 NO SCALE �D, SDI 1 3/4" LVL RIM AT DECK FLOOR JOIST PER PLAN EITHER DIR. FRAMING PER 1/SD3 WATERPROOFING, FLASHING, VENTING, AND DRAINAGE BY OTHERS :.N FLOOR PLY PER PLAN DECK JOIST PER PLAN EITHER DIRECTION. SOLID BLOCK AT 2'-0" O.C. AT PARALLEL CONDITION "LUS HGR 2X LEDGER WITH (2) 1/4 - DIA. /4"DIA. X 4 1/2- SDS SCREWS AT 12" O.C. TYPICAL DECK LEDGER DETAIL NOTCH SHALL NOT EXTEND INTO MIDDLE THIRD OF BEAM CLR. SPAN 1 /4" CLEAR TO ROOF PLY MIN. BEAM PER PLAN MST27 1" MIN. POST PER PLAN MST27 TAPER CUT BEAM , a H V) i MI -A&A nr'n r%l RN 12 SD2 IL] SOLE NAILING PER 6/SD1 FOOTING SCHEDULE SOLE NAILING PER 6/SD1 WALL FRAMING PER PLAN BLOCK SOLID AT POSTS MULTIPLE WALL FRAMING PER PLAN F1.5 STUDS AND HOLDOWNS 12" FLOOR PLY AND FLOOR JOISTS PER 12" FLOOR PLY AND E.N. AT BLK'G_:::�� PLAN WITH 6" LAP NAILING PER PLAN 3'-0" 3'-0" CENTERED ON PLATE - -- - ---_ _ _ 1 1/4" LSL ATL2' OL00 C. 4'-0" 4'-0" 12" MULTIPLE STUDS, AND HOLDOWNS A35 CLIP AT A35 CUP AT 4'-0" O.C., TYP. SOLID BLOCK TOP PLATE PER 9/SD1 FRAMING TO MATCH WALL ABV. FRAMING TO MATCH WALL ABV.—.TOP PT DF SILL AND PLATE PER 9/SDI PT DF SILL AND AB PER 3/SDI AB PER 3/SD1 • • 8» R 8» z_ • z I_ 14 a a i = - #4 AT 24" O.C. VERT, o_ # AT 24" O.C. VERT, Ir _ — .... ........................... _� ........................ `_._._.............. — . #4 AT 18" O.C. HOR, 4 AT 18" O.C. HOR, a 00 - WHERE STEMWALL i WHERE STEMWALL HEIGHT > 1'-6" HEIGHT > 1'-6" 3" CLR.REINF. REINF. PER PLAN PER PLAN 15" MIN. (2) #4 T&B MIN (2) #4 T&B MIN INTERIOR FOUNDATION DETAIL NO SCALE FOOTING SCHEDULE SOLE NAILING PER 6/SD1 FOOTING TYPE DIMENSION A DIMENSION B, U.N.O. WALL FRAMING PER PLAN F1.5 1'-6" 1'-6" 12" FLOOR PLY AND FLOOR JOISTS PER 12" F2.5 NAILING PER PLAN PLAN WITH 6" LAP F3 3'-0" 3'-0" CENTERED ON PLATE - -- - ---_ _ _ _._ _ .__--.-- BLOCK SOLID AT POSTS, F4 4'-0" 4'-0" 12" MULTIPLE STUDS, AND HOLDOWNS A35 CUP AT SOLID BLOCK 4'-0" O.C., TYP. FRAMING TO MATCH WALL ABV.—.TOP PLATE PER 9/SDI PT DF SILL AND AB PER 3/SD1 � • • 8» z — a i = - #4 AT 24" O.C. VERT, o_ 00 - _ ....� .... ........................... — . #4 AT 18" O.C. HOR, UJa a 00 _ _ _ WHERE STEMWALL HEIGHT > 1'-6" 3" CLR. REINF. PER PLAN 15" MIN. (2) #4 T&B MIN TYPICAL BEAM -POST DETAIL 11 TYP INTERIOR FOUNDATION DETAIL NO SCALE SD2 NO SCALE CURB PER ARCH. CONTROL TOOL » -� JOINT 1/8- MIN (3) #4 6 MAX SLAB STEP WIDTH 1/4MAX SEE PLAN 1" DEEP MIN CONTINUOUS SLAB EDGE • =III= —III _ 111111=I I I THICKNESS 3" CLRt A 3" CLR- 6" O.C., TYP N 3" CLR 11 REINFORCE WITH FTG TYPE PER PLAN #4 AT 6" O.C. E.W. B I, g TYP. SPREAD FOOTING SCHEDULE 6 SD2 NO SCALE SD2 PROVIDE 6" MIN. WIDTH STEM BEYOND ;, ...._......._ PER PLAN WITH #4 TOP HOOKED AT EACH END, AND #4 VERTS 12" O.C., (3) MIN PER WALL SEGMENT FOUNDATION AND REINFORCEMENT 1/2" LIP AT GARAGE DOOR BEYOND PER DETAIL 4/SD2" OPENING SLAB ON GRADE 1/2" EXP. k PAVEMENT AND '\ SUBGRADE BY 0 so - #3 (1) #4 CONT. III11 O FlNISH GRADE: 1'-0" N 1 W � O a DIMENSIONS PER o ARCH v MECH. PAD #4 CONT Z = w OR CURB TYP 1'-0" a #4x4'-0" 1/2" ISOLATION JOINT AT 1'-6" O.C. O • L- ONCRETE SLAB - ON -GRADE, SEE PLAN #3 AT 12" O.C. 111 111 I I 2x4x2'-0 KEY I �- TYP. SLAB #3 AT 1'-6" O.C. AT 3'-0" O.C. CONSTRUCTION _ I_ REINFORCING 1,-0» JOINT ( I I I NOTE: PER PLAN -III— .:--- SEE 1/SD2 NOTES — FOR ADD'L INFO. 1. PREPARE SUBGRADE PER SOILS REPORT (IF APPLICABLE). 2. SEE PLAN FOR SLAB REINFORCING. 3. MAY REDUCE DIMENSION TO 6" IF WALL ABOVE DOES NOT OCCUR. 4. GENERAL CONTRACTOR SHALL PROVIDE CONTROL AND CONSTRUCTION JOINT LAYOUT PLAN FOR ENGINEER'S REVIEW PRIOR TO CONCRETE PLACEMENT. SLAB ON GRADE DETAILS 10 TYP INT. GARAGE WALL FOUNDATION 7 NO SCALE SD2 NO SCALE �D2 NOTE: IMPROPER WATERPROOFING, FLASHING AND DRAINAGE WILL COMPROMISE THE STRUCTURAL FRAMING. WALL FINISH SOLE NAIL PER SHEAR PER PLAN S.W.S., OTHERWISE 16d 8" O.C. .N. WATERPROOFING, FLASHING AND DRAINAGE BY OTHERS .................................... SLOPE TO DRAIN A35 PER S.W.S. OTHERWISE 4'-0" O.C. FOUNDATION DETAIL NO SCALE FLOOR PLY AND NAILING PER PL SOLID BLOCK EXTERIOR SLAB ON GRADE PER PLAN 1" DIA. DRAIN HOLES AT 24" O.C. NOTE: SEE 1/SD2 FOR ADD'L INFO. ............ .......... .+... ........, 3 SD2 FLOOR JOISTS PER PLAN LAP 6" ON CENTERLINE OF GIRDER WITH (4) 16d CLINCHED Q�OFESS1049 C. C/) z 0. 691 8 E . 6/ /1 T9l C/Vi� F0F CALF 5/06/14 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS .Ty Y� MERTECH 84GINEEkING 383 Rio Lindo Ave, Ste 200 Chico, California 95926 P. (530) 899-8716 F. (866) 881-9108 vertechengineering.com PER PLAN JT. BEYOND SLOPE _ OTHERS \J 1 ........................................................... GIRDER PER PLAN WITH BC POST CAP AT POSTS (3) 8d TOENAILS PER FJ /O 0040° o0 NATURAL 006°.00.0 ..O o°.O . ° , ' 0O�oO o°.Q0 0° o GRADE UNE 4X6 POST WITH (4) 16d TOENAILS TO PIER---., (2) LAYERS OF I T T � BUILDING PAPER =I ( I "WETSET" ° 00 —IIS PRECAST a° W A — o CONC. PIER 00 (2) #4 TOP AND BOTT., CONT. THIS LINE---------- 3" CLR. N A 12" 3" CLR. PER PLAN z 0 REINF PER PLAN a p TYP. OVERHEAD DOOR FNDN DETAIL 5 TYPICAL INTERIOR FOUNDATION 2 NO SCALE SD2 NO SCALE SD2 WALL FRAMING PER PLAN WALL FRAMING PER PLAN S/G, �Z yg- - PT DF SILL AND PERMIT# BUTTE COUNTY DEVELOPMENT SERVICES SHEAR PER PLAN► AB PER 3/SDI A SHEAR PER PLAN REVIEWED FOR ODE�,O/MPLIANCE PT DF SILL AND AB PER 3/SDI PLYWOOD AND DATE .�Z 6" MIN. NAILING PER PLAN SOLE NAILING PER 6/SD1 1/2" EXP. JT. FLOOR JOIST PER PLAN EITHER.N. E.N. DIRECTION. SOLID BLOCK AT 2'-0" 1 ONC. SLAB -ON -GRADE, O.C. AT PARALLEL CONDITION RIM 1/4" LSL CONT. r,4 -,f SLOPE GRADE WHERE OCCURS SEE PLAN GIRDER PER PLAN BLOCK SOLID AT POSTS AWAY FROM FND. WHERE OCCURS N. MULTIPLE STUDS AND HOLDOWNS C .......... . . E VI510N5 GH GIRDER 6" MIN. 8 MIN. HANGER AS REQ' 8" AT f;2) " i 00.. o .0 o - ° °. 18" MIN. STORY SLOPE FINISHED °o .ODO o°.O� 0 _ ......... .__.......GRADE AWAY ��� o°.O�o _0 12" MIN. FROM FOUNDATION 04 #4 AT 24" O.C. VERT, " -I = I 0 0 #4 AT 18" O.C. HOR, #4 AT 24 O.C. VERT, — (- N N � ......: _....... WHERE STEMWALL #4 AT 18 O.C. HOR, f7A WHERE STEMWALL HEIGHT > 1'-6" 5/06/14 HEIGHT > 1 N lo '-6" 8" 3" CLR. #4 CONT. TOP AND BOT. 3" CLR. NTS 12 MIN. 12t AW 12� 1 STORY #4 CONT. TOP AND BOT. RKB 15 (2) STORY X06 14-174 TYP. EXT. GARAGE WALL FOUNDATION 4 TYPICAL FOUNDATION DETAIL 1 SD2NO SCALE SD2 NO SCALE SD2 FOOTING SCHEDULE FOOTING TYPE DIMENSION A DIMENSION B, U.N.O. THICKNESS, U.N.O. F1.5 1'-6" 1'-6" 12" F2 2'-0" 2'-0" 12" F2.5 2'-6" 2'-6" 12" F3 3'-0" 3'-0" 12" F3.5 S-6" S-6" 12" F4 4'-0" 4'-0" 12" g TYP. SPREAD FOOTING SCHEDULE 6 SD2 NO SCALE SD2 PROVIDE 6" MIN. WIDTH STEM BEYOND ;, ...._......._ PER PLAN WITH #4 TOP HOOKED AT EACH END, AND #4 VERTS 12" O.C., (3) MIN PER WALL SEGMENT FOUNDATION AND REINFORCEMENT 1/2" LIP AT GARAGE DOOR BEYOND PER DETAIL 4/SD2" OPENING SLAB ON GRADE 1/2" EXP. k PAVEMENT AND '\ SUBGRADE BY 0 so - #3 (1) #4 CONT. III11 O FlNISH GRADE: 1'-0" N 1 W � O a DIMENSIONS PER o ARCH v MECH. PAD #4 CONT Z = w OR CURB TYP 1'-0" a #4x4'-0" 1/2" ISOLATION JOINT AT 1'-6" O.C. O • L- ONCRETE SLAB - ON -GRADE, SEE PLAN #3 AT 12" O.C. 111 111 I I 2x4x2'-0 KEY I �- TYP. SLAB #3 AT 1'-6" O.C. AT 3'-0" O.C. CONSTRUCTION _ I_ REINFORCING 1,-0» JOINT ( I I I NOTE: PER PLAN -III— .:--- SEE 1/SD2 NOTES — FOR ADD'L INFO. 1. PREPARE SUBGRADE PER SOILS REPORT (IF APPLICABLE). 2. SEE PLAN FOR SLAB REINFORCING. 3. MAY REDUCE DIMENSION TO 6" IF WALL ABOVE DOES NOT OCCUR. 4. GENERAL CONTRACTOR SHALL PROVIDE CONTROL AND CONSTRUCTION JOINT LAYOUT PLAN FOR ENGINEER'S REVIEW PRIOR TO CONCRETE PLACEMENT. SLAB ON GRADE DETAILS 10 TYP INT. GARAGE WALL FOUNDATION 7 NO SCALE SD2 NO SCALE �D2 NOTE: IMPROPER WATERPROOFING, FLASHING AND DRAINAGE WILL COMPROMISE THE STRUCTURAL FRAMING. WALL FINISH SOLE NAIL PER SHEAR PER PLAN S.W.S., OTHERWISE 16d 8" O.C. .N. WATERPROOFING, FLASHING AND DRAINAGE BY OTHERS .................................... SLOPE TO DRAIN A35 PER S.W.S. OTHERWISE 4'-0" O.C. FOUNDATION DETAIL NO SCALE FLOOR PLY AND NAILING PER PL SOLID BLOCK EXTERIOR SLAB ON GRADE PER PLAN 1" DIA. DRAIN HOLES AT 24" O.C. NOTE: SEE 1/SD2 FOR ADD'L INFO. ............ .......... .+... ........, 3 SD2 FLOOR JOISTS PER PLAN LAP 6" ON CENTERLINE OF GIRDER WITH (4) 16d CLINCHED Q�OFESS1049 C. C/) z 0. 691 8 E . 6/ /1 T9l C/Vi� F0F CALF 5/06/14 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS .Ty Y� MERTECH 84GINEEkING 383 Rio Lindo Ave, Ste 200 Chico, California 95926 P. (530) 899-8716 F. (866) 881-9108 vertechengineering.com PER PLAN JT. BEYOND SLOPE _ OTHERS \J 1 ........................................................... GIRDER PER PLAN WITH BC POST CAP AT POSTS (3) 8d TOENAILS PER FJ /O 0040° o0 NATURAL 006°.00.0 ..O o°.O . ° , ' 0O�oO o°.Q0 0° o GRADE UNE 4X6 POST WITH (4) 16d TOENAILS TO PIER---., (2) LAYERS OF I T T � BUILDING PAPER =I ( I "WETSET" ° 00 —IIS PRECAST a° W A — o CONC. PIER 00 (2) #4 TOP AND BOTT., CONT. THIS LINE---------- 3" CLR. N A 12" 3" CLR. PER PLAN z 0 REINF PER PLAN a p TYP. OVERHEAD DOOR FNDN DETAIL 5 TYPICAL INTERIOR FOUNDATION 2 NO SCALE SD2 NO SCALE SD2 WALL FRAMING PER PLAN WALL FRAMING PER PLAN S/G, �Z yg- - PT DF SILL AND PERMIT# BUTTE COUNTY DEVELOPMENT SERVICES SHEAR PER PLAN► AB PER 3/SDI A SHEAR PER PLAN REVIEWED FOR ODE�,O/MPLIANCE PT DF SILL AND AB PER 3/SDI PLYWOOD AND DATE .�Z 6" MIN. NAILING PER PLAN SOLE NAILING PER 6/SD1 1/2" EXP. JT. FLOOR JOIST PER PLAN EITHER.N. E.N. DIRECTION. SOLID BLOCK AT 2'-0" 1 ONC. SLAB -ON -GRADE, O.C. AT PARALLEL CONDITION RIM 1/4" LSL CONT. r,4 -,f SLOPE GRADE WHERE OCCURS SEE PLAN GIRDER PER PLAN BLOCK SOLID AT POSTS AWAY FROM FND. WHERE OCCURS N. MULTIPLE STUDS AND HOLDOWNS C .......... . . E VI510N5 GH GIRDER 6" MIN. 8 MIN. HANGER AS REQ' 8" AT f;2) " i 00.. o .0 o - ° °. 18" MIN. STORY SLOPE FINISHED °o .ODO o°.O� 0 _ ......... .__.......GRADE AWAY ��� o°.O�o _0 12" MIN. FROM FOUNDATION 04 #4 AT 24" O.C. VERT, " -I = I 0 0 #4 AT 18" O.C. HOR, #4 AT 24 O.C. VERT, — (- N N � ......: _....... WHERE STEMWALL #4 AT 18 O.C. HOR, f7A WHERE STEMWALL HEIGHT > 1'-6" 5/06/14 HEIGHT > 1 N lo '-6" 8" 3" CLR. #4 CONT. TOP AND BOT. 3" CLR. NTS 12 MIN. 12t AW 12� 1 STORY #4 CONT. TOP AND BOT. RKB 15 (2) STORY X06 14-174 TYP. EXT. GARAGE WALL FOUNDATION 4 TYPICAL FOUNDATION DETAIL 1 SD2NO SCALE SD2 NO SCALE SD2 STRAP PERPENDICULAR STRAP PARALLEL TO TO JOIST OR TRUSS JOIST OR TRUSS TYPICAL DRAG STRAP SPLICE NO SCALE STRAP AND NAILING PER SCHEDULE,,,,,SECOND STRAP WITH NAILING PER SCHEDULE PLY AND NAILING PER PLAN N WHERE OCCURS 16d AT 12" O.C. CONT. BLOCK PER SCHEDULE JOIST OR TRUSS PER PLAN STRAP PARALLEL TO JOIST OR TRUSS STRAP AND NAILING PER SCHEDULESECOND STRAP WITH EN NAILING PER SCHEDULE PLY AND NAILING PER PLAN__." LA WHERE OCCURS JOIST OR TRUSS PER PLAN "BLOCK PER SCHEDULE STRAP PERPENDICULAR TO JOIST OR TRUSS 12 SD3 TYPICAL DRAG STRAP DETAILS 11 NO SCALE SD3 TYPICAL DRAG STRAP SCHEDULE DRAG STRAP CONT. BLOCK END/LAP SECOND END LENGTH MID MARK REQ'D STRAP AND LENGTH NAIL QUANTITY SECOND STRAP NAILING A CS16 2X4 STRAP WITH (26) 8d (13) 8d 8d, 4 1/8" O.C. B NAILING PER 2X4 1'-7" WITH NAILING (18) 8d 8d, 4 1/8" O.C. C STRAP AND NAILING PER 1'-2" (52) 8d (26) 8d STRAP SCHEDULE PER SCHEDULE END NAILING AT EACH NAILING PER SCHEDULE 2X8 1'-7" (72) 8d (36) 8d 8" O.C. WA WHERE SCHEDULE WHERE BLK'G PER OCCURS -----.,OCCURS SCHEDULE, TYP BLK'G PER FLOOR PLY AND SCHEDULE, TYP END OF BLOCK NAILING PER PLAN WHERE OCCURS TF MTL LSSU28 HGR., OR 5/8' MIN. JOIST OR 5/8" MIN. HGR WHERE (2) A35 CLIPS END DISTANCE TRUSS PER END DISTANCE OCCURS EACH STRINGER PLAN, TYP-----,\ 3/4" PLYWOOD RISERS WITH LAP LENGTH END/LAP JOIST PER (2) 16d RINGSHANK NAILS JOIST OR PER SCHEDULE LENGTH PER PLAN \ AT EACH STAIR STRINGER TRUSS PER L SCHEDULE PLAN, TYP 5/8' MIN. 16d AT > %2X TREADS 3/4 LVL END DISTANCE "1 12 O.C.-,,, \ ( I RIM OR BEAM I PER PLAN I I 1 STRAP AND SECOND STRAP STRAP AND SECOND STRAP WALL WHERE \ 1 NAILING PER WITH NAILING PER NAILING PER WITH NAILING PER OCCURS SCHEDULE SCHEDULE WHERE SCHEDULE SCHEDULE WHERE 2X STRINGERS 12" O.C. MAX OCCURS OCCURS UNSUPPORTED SPAN = 7'-6" 2 2 MIDSPAN SUPPORT AS REQUIRED ----------- STRAP PERPENDICULAR STRAP PARALLEL TO TO JOIST OR TRUSS JOIST OR TRUSS TYPICAL DRAG STRAP SPLICE NO SCALE STRAP AND NAILING PER SCHEDULE,,,,,SECOND STRAP WITH NAILING PER SCHEDULE PLY AND NAILING PER PLAN N WHERE OCCURS 16d AT 12" O.C. CONT. BLOCK PER SCHEDULE JOIST OR TRUSS PER PLAN STRAP PARALLEL TO JOIST OR TRUSS STRAP AND NAILING PER SCHEDULESECOND STRAP WITH EN NAILING PER SCHEDULE PLY AND NAILING PER PLAN__." LA WHERE OCCURS JOIST OR TRUSS PER PLAN "BLOCK PER SCHEDULE STRAP PERPENDICULAR TO JOIST OR TRUSS 12 SD3 TYPICAL DRAG STRAP DETAILS 11 NO SCALE SD3 TYPICAL DRAG STRAP SCHEDULE DRAG STRAP CONT. BLOCK END/LAP LAP LENGTH END LENGTH MID MARK REQ'D SIZE LENGTH NAIL QUANTITY NAIL QUANTITY NAILING A CS16 2X4 1'-2" (26) 8d (13) 8d 8d, 4 1/8" O.C. B CS14 2X4 1'-7" (36) 8d (18) 8d 8d, 4 1/8" O.C. C (2) CS16 2X8 1'-2" (52) 8d (26) 8d STRAP PER 9/SDI END NAILING AT EACH D (2) CS14 2X8 1'-7" (72) 8d (36) 8d 8" O.C. WA AT EACH NOTES: 1. PROVIDE LAP NAILING OVER THE SPECIFIED LAP LENGTH AT EACH END OF EACH PIECE OF CONTINUOUS STRAP. CONTINUOUS STRAP AS REQ'D PER PLAN END MIDLAP MID LENG LENGTH LENGTH LENGTH 12 *T' ' MID MID N IDLING NAILING LAP NAILING NAILING TYPICAL DRAG STRAP SCHEDULE TYP. STAIR DETAIL NO SCALE TREADS 9 SD3 \ \ I A PERLPLAN, TYP \ 2X4 BEHIND y \ STRINGER WITH (3) 16d RINGSHANK NAILS AT EACH STUD (3) 16d RINGSHANK NAILS STRINGER TO I I-3/4" PLYWOOD 2X4 AT EACH STUD . �� I RISERS WITH (2) 16d RINGSHANK \IJ NAILS AT EACH 2X STRINGERS 12" O.C. STAIR STRINGER MAX UNSUPPORTED SPAN = 7'-6" TYP. STAIR DETAIL r8 NO SCALE SD3 3/4" PLYWOOD RISERS WITH 2X STRINGERS 12" O.C. (2) 16d RINGSHANK NAILS MAX UNSUPPORTED AT EACH STAIR STRINGER SPAN 2X TREADS 2X4 CONT. WITH (3) FLOOR PLY AND 16d AT EACH STRINGER /NAILING PER PLAN END NAILING 10 TYP. STAIR DETAIL SD3 NO SCALE DBL JOIST WITH 16d AT 6" O.C. TOP AND BOTTOM AT EACH STRINGER NOTES: 1.) WATERPROOFING, FLASHING, DRAINAGE, VENTING, AND CORROSION PROTECTION BY OTHERS. 2.) FLOOR PLY NOT SHOWN FOR CLARITY. SOLID BLOCKING RIM JOIST WHERE F.J. RUNS PARALLEL TO RIM BLOCK X 4 JOIST BAYS WITH MSTC66 3X BLOCK AT HD E.N. PLY ALONG E.N. PLY ALONG TIE -BACK JOISTS- - TIE -BACK JOIST BEAM PER PLAN I II HDU2 HORIZ, TYP AT TIE -BACK JOIST WITH 2X LEDGER I 5/8" DIA. THREADED ROD I li I II I II DECK JOIST PER PLAN II I II I FLOOR JOIST EITHER DIR. PER PLAN TYPICAL DECK TIE -BACK DETAIL 0 NO SCALE WALL FRAMING PER PLAN WHERE OCCURS--- 2X CCURS2X SILL WITH 16d AT 6" O.C. U.N.O. FLOOR PLY AND NAILING PER PLAN FLOOR JOIST PER PLAN IN HANGER PER 12/SD1, TYP BEAM PER PLAN S� WALL FRAMING PER PLAN, TYI SOLE NAILING PER 6/SDI FLOOR PLY AND NAILING PER PLAN 10d AT 4" O.C. FLOOR JOIST PER PLAN L\ 4) 12d EACH END 1 1/4- LSL CONT. OF EACH BLOCK T JI BLOCKING AT 24" O.C. A35CLIPPER SHEAR WALL ,' SCHEDULE, OTHERWISE TOP PLATE PER 9/SDI /- -� 4'-0" O.C., TYP. (3) 8d TOENAILS PER FJ WALL FRAMING / PER PLAN, TYP BEAM WHERE OCCURS STRUCTURAL WALL FLOOR SPLIT NO SCALE POST PER PLAN/SCHEDULE MIN. END LENGTH PER SCHED. 1 5/8" MIN. END DISTANCE FLOOR TO FLOOR STRAP PER PLAN CLEAR SPAN 1 5/8" MIN. END DISTANCE MIN. END LENGTH PER SCHED. 3 SD3 Q�OFEss/o/q CIO Z o. 691cy- 8 E 6/ /1 CIV1\\\\- �9TFOF CAO 5/06/14 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS r �Ea aNGNEERNS 383 Rio Lindo Ave, Ste 200 Chico, California 95926 P. (530) 899-8716 F. (866) 881-9108 vertechengineering.com STRAP WHERE REQ'D STRAP REQ'D MIN. POST SIZE MIN. END LENGTH END LENGTH NAIL QUANTITY —END NAILING y 11 1/4- (18) 16d i SOLID SHIM FLOOR FRAMING T PER PLAN `J 1 SOLID BLOCK WITH (4) 16d —DOUBLE TOP PLATE PER 9/SDI END NAILING uz Y =POST PER PLAN/SCHEDULE E-1 IIl WA FLOOR TO FLOOR STRAP SCHEDULE STRAP REQ'D MIN. POST SIZE MIN. END LENGTH END LENGTH NAIL QUANTITY MSTC52 4X6 11 1/4- (18) 16d W A '-' w A NOTES: z 1. STRAPS SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. 2. DOUBLE STUDS SHALL BE NAILED TOGETHER WITH 12d (DIA.=0.131 ") AT 6" O.C. STAGGERED. W I--� O TYPICAL FLUSH BEAM DETAIL 5 TYPICAL FTF STRAP SCHEDULE 2 NO SCALE SD3 NO SCALE SD3 WALL ABOVE WHERE OCCURS WALL FRAMINGPER PLAN, TYP PERMIT # .v 7 BUTTE COUNTY DEVELOPMENT SERVICES WALL FRAMING PER PLAN, SHEAR PER PLAN ► REVIEWED FOR TYP WHERE OCCURS— 7DE 90MPLIANCE SOLE NAILING PER 6/SDI A34 EACH SIDE OF POSTS AND DATE S/' 91*' BY MULTIPLE KING STUDS, TYP SOLE FASTENING PER 6/SD1 NAILING TO MATCH SOLE NAILING WHERE OCCURS PER SHEAR WALL SCHED. RIM TO DRAG PER PLAN, WHERE OCCURS NAILING TO MATCH SOLE NAILING DRAG PER PLAN, WHERE OCCURS BLOCK WHERE OCCURS FLOOR PLY AND NAILING PER PLAN PER SHEAR WALL SCHED. RIM TO E.N. BLOCK WHERE OCCURS FLOOR PLY AND 1 1/4 LSL RIM WITH .. E.N. PLY AT BLK G l NAILING PER PLAN (2) 12d PER FJ - t?5vI5loN5 FJ PER PLAN OR BLOCK AT 24" 1 1/4" LSL BLOCKi + + FLOOR JOISTS PER E.N. `� ; O.C. AT PARALLEL FJ CONDITION. PLAN LAP 6" ON PROVIDE GAP BETWEEN PANELS 2" MIN. BEARING, TYP CLIP AND SPACING PER SHE AS REQ'D. BY MFR., 1/8' MIN.-------�� WALL SCHED, 8d TOENAIL AT CENTERLINE OF GIRDER „ is + WITH 4 16d CLINCHED E.N. BLOCK SOLID AT MULTIPLE 6 O.C. OTHERWISE () STUDS AND HOLD DOWNS 8d TOENAIL AT 6" O.C. WHERE NO WALL SHEETINGAA35 CLIP PER SHEAR WALL ,( SCHEDULE, OTHERWISE (3) 8d TOENAILS PER FJ E.N.i \ 4'-0" O.C., TYP. TOP PLATE PER 9/SD1 ' r7A TOP PLATE PER 9/SDI - - SHEAR PER PLAN► (3) 8d T.N. PER FJ/BLOCK 5/06/14 5CAL� NTS BEAM WHERE OCCURS WALL FRAMINGPPAW PER PLAN, TYP_/ K B WALL FRAMING EAM WHERE OCCURS J06 14-174 PER PLAN, TYP SN�Ei1' TYP. STRUCTURAL WALL FLOOR SPLIT 4 TYPICAL FLOOR SPLIT DETAIL 1 NO SCALE SD3 NO SCALE SD3 SD31 NOTE: WATERPROOFING, FLASHING, VENTING, AND DRAINAGE BY OTHERS. WALL PER PLAN A SHEAR PER PLAN E.N. SOLID BLOCK A35 EA. SIDE 2X6 LEDGER W/ (2) 16d AT 8" O.C. E.N. SOLE FASTENING PER SHEAR WALL SCHEDULE, 12d AT 8" O.C. OTHERWISE FLOOR FRAMING PER PLAN E.N. E.N. BLOCK AT 24" O.C. VRIM PER PLAN WITH AT PARALLEL FJ BLOCK BTWN JOISTS HUS HGR EN TRUSS BY OTHERS CONN. PER 1 /SD3 2X6 LEDGER WITH (2) 1/4- DIA. X 6" SDS SCREWS AT 12" O.C. SHEAR PER PLAN WALL BELOW PER PLAN MSTA24 STRAP AT SPLICES, U.N. SIMPSON COLUMN 0 CAP PER PLAN o BEAM DETAIL WATERPROOFING AND (BEAM SPLICE AS OCCURS DRAINAGE BY OTHERS TS18 STRAP AT WATERPROOFING AND 48" O.C. TO DRAINAGE BY OTHERS WALL FRAMING E.N. SLOPE TO DRAIN PER ARCH ........ ...... 2X SOLID E.N. BEAM PER PLAN BLOCKS 2X BLOCK AT 48" O.C. TYP. TF MTL HGR POST PER PLAN TRUSS BY OTHERS OR BALLOON STUDS CONT. 2X6 SLOPED AT AT 16" O.C. U.N.O. RAFTER PLANE W/(3) 16d PER WALL STUD NOTE: 1.) STRAP ACROSS LEDGER DISCONTINUITIES WITH ST6224 STRAP. SIMPSON STC CLIP TR BOTTOM CHORD OF USS AT EACH TRUSS 1/2- GAP NON-BEARING WALL WALL PERP. TO TRUSS SIMPSON DTC CLIP AT EACH TRUSS\ 1/2" GAPS \TRUSS BY OTHERS, TYP 2X4 BLOCK AT 4'-0" O.C. WITH (2) 16d EACH END WALL PARALLEL TO TRUSS u 3m DETAIL 11 TYPICAL NON-BEARING WALL DETAIL 8 NO SCALE SD4 NO SCALE SD4 NOTE: WATERPROOFING, FLASHING, VENTING, AND DRAINAGE BY OTHERS. SHEAR PER PLAN ► WALL PER PLAN E.N. A35 EA. SIDE OLID BLOCK 2X6 LEDGER W/ (2) 16d AT 8" O.C. E.N. SOLE FASTENING PER /SHEAR WALL SCHEDULE, 12d AT 8" O.C. OTHERWISE E.N. FLOOR FRAMING PER PLAN CONDI110 E.N. STUD DO NOT OCC BEAM PER PLAN BELOW BLOCK AT 24" O.C. AT PARALLEL FJ N A, T ES UR TR HUS HG DOUBLE MAX TRUSS REACTION TOP PLATE SIZE CONDITION A CONDITION B 2X4 2000 LBS 4100 LBS 5510 LBS WITH TBE4 2X6 3220 LBS 6400 LBS 7430 LBS WITH TBE6 TRUSS BY OTHERS EN 2X6 LEDGER WITH �2 1/4- DIA. X 4 1/2 SDS SCREWS AT 12" O.C. DETAIL MTL. HGR PER PLAN 'S BY OTHERS, TYP :)P PLATE PER 9/SD1 JDITION B. ID DIRECTLY .OW TRUSS NOTES: 1.) CONTRACTOR SHALL VERIFY TRUSS REACTIONS AND SUPPORT CONDITIONS FOR ALL TRUSSES. 2.) STUDS SHALL BE SPACED 1'-4" ON CENTER MAXIMUM. 10 TRUSS ON DOUBLE TOP PLATE 7 SD4 NO SCALE SDt� QROFESSI�Nq ROOF PLY AND ����0 C ✓o�l Fac, NAILING PER PLAN11 rri 2 2'-0" MAX o. 691 8 E.N. 3) 16d TOENAILS E.N. E FASCIA BY CIV 1 OTHERS gTFOF CAO 2X6 FLAT 5/06/14 OUTLOOKER AT THESE PLANS HAVE BEEN NOTE: I 24" O.C., NOTCH REVIEWED FOR COMPLIANCE CONTRACTOR SHALL VERIFY NOTCH TOP CHORD TO ONLY WITH THE ATTACHED DEPTH AND LOCATION WITH TRUSSI SEAT OUTLOOKER'41 STRUCTURAL CALCULATIONS MFR. PRIOR TO CUTTING. CONT. 2X LEDGER WITH (2) 1/4" DIA. PLYWOOD AND SDS SCREWS AT 16" O.C. WITH 3" EMBED NAILING PER ARCH I GABLE END DRAG TRUSS BY OTHERS �TS18 STRAP AT 48" I 2X6 BRACE AT 4'-0" O.C. TO WALL A35 CLIP PER SHEAR WALL I O.C. WITH (4) 16d� FRAMING SCHEDULE, OTHERWISE NAILS EACH END 4'-0" O.C., TYP. TV j1yvv -2X SOLID BLOCKS PROVIDE GAP BETWEEN PANELS ,,-BALLOON STUDS AS REQ'D. BY MFR., 1/8" MIN. • L VERTECH AT 16" O.C. U.N.O. ' E•N•� 2X BLOCKING AT 4'-0" O.C., EN(2#NeEk§f4(2 DBL TOP PLATE T&B, (3) 12d T.N. EA. END PER 9/SD1 (3) 16d T.N. EA BLOCK 383 Rio Lindo Ave, Ste 200 PLYWOOD AND Chico, California 95926 NAILING PER PLAN► P. (530) 899-8716 WALL FRAMING PER PLAN F. (866) 881-9108 vertechengineering.com TYPICAL LEDGER DETAIL 6 TYP. GABLE END DRAG TRUSS DETAIL 3 NO SCALE DRAG TRUSS PER PLAN PERP. TRUSS BY OTHERS, TYP EAVE CONN. PER 1 /SD4, TYP STRAP PER PLAN 1/2 STRAP LENGTH PER PLAN STOP PLATE PER 9/SD1 WALL FRAMING PER PLAN, TYP �n4 NO SCALE SD4 TYPICAL DRAG CONNECTION 5 NO SCALE SD4 TOP PLATE PER 9/SD1 WALL FRAMING PER PLAN, TYF PERP. TRUSS BY OTHERS, TYPE EAVE CONN. /PER 1 /SD4, TYP POST PER DRAG TRUSS PER PLAN DRAG CONNECTION DETAIL NO SCALE DRAG STRUT CONNECTOR PER PLAN PROVIDE GAP BETWEEN PANELS AS REQ'D. BY MFR., 1/8" MIN ROOF PLY AND NAILING PER PLAN USS CO1 STt AT 24" BEI 'S BY OTHERS, TYP :)P PLATE PER 9/SD1 JDITION B. ID DIRECTLY .OW TRUSS NOTES: 1.) CONTRACTOR SHALL VERIFY TRUSS REACTIONS AND SUPPORT CONDITIONS FOR ALL TRUSSES. 2.) STUDS SHALL BE SPACED 1'-4" ON CENTER MAXIMUM. 10 TRUSS ON DOUBLE TOP PLATE 7 SD4 NO SCALE SDt� QROFESSI�Nq ROOF PLY AND ����0 C ✓o�l Fac, NAILING PER PLAN11 rri 2 2'-0" MAX o. 691 8 E.N. 3) 16d TOENAILS E.N. E FASCIA BY CIV 1 OTHERS gTFOF CAO 2X6 FLAT 5/06/14 OUTLOOKER AT THESE PLANS HAVE BEEN NOTE: I 24" O.C., NOTCH REVIEWED FOR COMPLIANCE CONTRACTOR SHALL VERIFY NOTCH TOP CHORD TO ONLY WITH THE ATTACHED DEPTH AND LOCATION WITH TRUSSI SEAT OUTLOOKER'41 STRUCTURAL CALCULATIONS MFR. PRIOR TO CUTTING. CONT. 2X LEDGER WITH (2) 1/4" DIA. PLYWOOD AND SDS SCREWS AT 16" O.C. WITH 3" EMBED NAILING PER ARCH I GABLE END DRAG TRUSS BY OTHERS �TS18 STRAP AT 48" I 2X6 BRACE AT 4'-0" O.C. TO WALL A35 CLIP PER SHEAR WALL I O.C. WITH (4) 16d� FRAMING SCHEDULE, OTHERWISE NAILS EACH END 4'-0" O.C., TYP. TV j1yvv -2X SOLID BLOCKS PROVIDE GAP BETWEEN PANELS ,,-BALLOON STUDS AS REQ'D. BY MFR., 1/8" MIN. • L VERTECH AT 16" O.C. U.N.O. ' E•N•� 2X BLOCKING AT 4'-0" O.C., EN(2#NeEk§f4(2 DBL TOP PLATE T&B, (3) 12d T.N. EA. END PER 9/SD1 (3) 16d T.N. EA BLOCK 383 Rio Lindo Ave, Ste 200 PLYWOOD AND Chico, California 95926 NAILING PER PLAN► P. (530) 899-8716 WALL FRAMING PER PLAN F. (866) 881-9108 vertechengineering.com TYPICAL LEDGER DETAIL 6 TYP. GABLE END DRAG TRUSS DETAIL 3 NO SCALE DRAG TRUSS PER PLAN PERP. TRUSS BY OTHERS, TYP EAVE CONN. PER 1 /SD4, TYP STRAP PER PLAN 1/2 STRAP LENGTH PER PLAN STOP PLATE PER 9/SD1 WALL FRAMING PER PLAN, TYP �n4 NO SCALE SD4 TYPICAL DRAG CONNECTION 5 NO SCALE SD4 TOP PLATE PER 9/SD1 WALL FRAMING PER PLAN, TYF PERP. TRUSS BY OTHERS, TYPE EAVE CONN. /PER 1 /SD4, TYP POST PER DRAG TRUSS PER PLAN DRAG CONNECTION DETAIL NO SCALE DRAG STRUT CONNECTOR PER PLAN SOLID BLOCKING H2.5T OR 6" SIMPSON SDWC SCREW, EA. TRUSS E.N FASCIA BY OTHERS SHEAR PER PLAN —RBC CLIP PER SHEAR WALL SCHEDULE, OTHERWISE 4'-0" O.C., TYP. )PTIONAL 6" SDWC SCREW IN LIEU OF H2.5T SaMomm ' PLATE PER 9/SD1 r7AT� 5/06/14 5CAL� NTS FRAMING PER PLAN nAWN TYPICAL EAVE DETAIL SD4 NO SCALE RKB io6 14-174 sH��r 1 1 SD4 % PROVIDE GAP BETWEEN PANELS AS REQ'D. BY MFR., 1/8" MIN ROOF PLY AND NAILING PER PLAN 2X4 OVERFRAMING AT 24" (3) 16d ROOF PLY e �� TOENAILS, ? TYP AND NAILING PLAN W .. PER 2X4 WITH 16d NAILSw (Z E.N. PLY AT AT 12 E-1 a SLEEPER, O.C., TYP r w Q .TYP ` T T T T 2X SLEEPER WITH (3) 16d NAILS AT EA RAFTER OR TRUSS 2X4 VERT. AT 24" RAFTER OR TRUSS PER Q O.C. WITH (4) 16d PLAN, TYP _v_ -'V TOP AND (2) 16d --\J- �..� TOENAILS BOTT. , TYP' a W 0 TYPICAL OVERFRAMING DETAIL 2 NO SCALE / L/ ! 121/3 PERMIT # A BUTTE COUNTY DEVELOPMENT SERVICES ODE/COMPOLIANNCE DATE -7/2- 5 - BY --_ ROOF PLY AND NAILING PER PLAN � ' ROOF TRUSSES BY OTHERS SOLID BLOCKING H2.5T OR 6" SIMPSON SDWC SCREW, EA. TRUSS E.N FASCIA BY OTHERS SHEAR PER PLAN —RBC CLIP PER SHEAR WALL SCHEDULE, OTHERWISE 4'-0" O.C., TYP. )PTIONAL 6" SDWC SCREW IN LIEU OF H2.5T SaMomm ' PLATE PER 9/SD1 r7AT� 5/06/14 5CAL� NTS FRAMING PER PLAN nAWN TYPICAL EAVE DETAIL SD4 NO SCALE RKB io6 14-174 sH��r 1 1 SD4 % APN(L�A-Vl-o BP#