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HomeMy WebLinkAboutB16-0916 079-130-021ASSY SWALE e QED t AY 0 5 20►6 TRB A 4p ASSaCjA7-jES (E) FENCE (E) SIDEWALK 1% Bim_ sx \ -tJ 10' GRASSY SWALE f ENTION OPTIONS BUTTE COUNTY MAY 0 3 2016 DEVELOPMENT SERVICES �i6.Ogl6 EUTfE COUNTY pP ELOPMEN T SEgVICES REVIEWED FOR CODE COMPLIANCE A B SITE PLAN SCALE: 1 r L -t=-- C, m Er � � N O W O') O J f v = 0 I p = O O W W Q J w Q w = O n oW Q O Q DRAWN BY B. RUBANOFF CHECKED DATE 3-23-i6 SCALE t/4' -1'-O- U.N.O. JOB. OMAR SHEET # 9 OF 9 GENERAL 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 ;PPROVE ADJUSTMENTS TO ANY PART OF THESE PLANS. 3. WRITTEN DIMENSIONS ARE TO BE USED: DO NOT SCALE THESE DRAWINGS 4. SPECIFIC INFORP,1Ar ON ON THE DRAWINGS DIFFERING FROM THESE NOTES SHALL APPLY. 5. THE CONTRACTOR SHALL VERIFY SITE CONDITIONS, AND THERE CORRELATION WITH THE DRAWINGS AND HALL NOTIFY COUNTY OR DESIGNER OF ANY INCONSISTENCIES GR DISCREPANCIES FRIOR TO THE. BEGINNING OF CONSTRUCTION. 6. IN THE EVENT CE STAIN FEATURES OF THE CON" -_:` ";TION ARE NOT FULLY SHOWN ON 'TriE DRAWINGS ON THE DRAWINGS OR Ct�_L_,_D F,' .r- N _-Ir ( , TIJiJS THEN THEIR S61 LAR' SHALL BE THE SAME CHARACTER AS FOR SAR CONDITIONS THAT ARE SI TOWN OR CALLED FOR AND SHALL BE APP COVED 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 CONSTRUCTICN. 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 AID GRADING SHALL BE DONE IN COMPLIANCE WITH THE DRAWINGS. WHERE SHOWN ON DRAWING`:, 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. 1G. 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, _LOPES OR OTHER PHYSICAL BARRIERS PROHIBIT 6" OF FALL IN 10', DRAINAGE AWAY FROM THE T TED TO ENSURED GE A HA RUC AI R SW LES SHALL CONS B DR NS 0 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 RE TO BE FACE OF STUD, FACE OF CONCRETE, OR FACE OF MASONRY, UNLESS OTHERWISE N )TED. 12. CONSTRUCTION SHALL IN NO CASE DEVIATE FROM THE DESIGN SHOWN WITHOUT EXPRESS WRITTEN PERMISSION )F THE DESIGNER AND OR LOCAL BUILDING OFFICIAL. NOTCHING / BORING IN WOOD MEMBERS 1. 'GRED HOLES IN B -ARING WALL STUDS SHALL NOT EXCEED 40% OF THE STUD WIDTH H01_ES IN NCN BEARING, WALL STUDS SHALL NOT EXCEED 60% OF THE STUD WIDTH. IN NO CA�,L SHALL THE EDGE OF A BORED HOLE BE NEARER THAN 5/8" TO THE EDGE OF A STUD HO'.ES SHALL NOT BE LOCATED IN ANY STUD AT A SECTION AT A SECTION WITH A CUT OR A NOTCH 2. r!OTCHES ON THE ENDS OF JOISTS SHALL NOT EXCEED ONE FOURTH OF THE JOIST DEPTH HOLE DRILLED I v JOISTS SHALL NOT BE WITHIN 2" OF THE TOP OR THE BOTTOM OF THE JOIST. AND THS 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. rOTCHING IN EXTER CR 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 PROVISION:- IDENT171CATION FEOUIREMENTS 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. 8: 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 PANED SHALL BUTT AT CENTERLINE OF SINGLE SUPPORTING MEMBER WITH EDGE NAILIAG FROM EACH PANEL INTO THAT MEMBER. E: NO PIECE OF PLYWOOD, FLOOR, OR WALL SHEATHING SHALL BE LESS THAN 3/8" THICKNESS 2. 300F 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 NINLS Q 6"/12" O.C. 3. SUB FLOORING A. PANEL SUB FLC')RING SHALL BE 3/4'' CDX AF- kATcD S i Ur\V-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 PAN'__L EDGES GLUE AND NAIL ATOP FLOOR JOISTS WITH 10d RING SHANK NAILS @ C,10 O.C. GLUE SHALL MEET APA SPECIFICATION. 4. '_HEARWALLS A. PANEL WALL SH:=STING SHALL BE 3/8" APA RATED SHEETING EXP (1) OR 5/8" T-111 PLYWOOD PANEL SIDING (SEE PLANS) NAIL PER PLANS ELECTRICAL . CONSULT LOCAL UTILITY COMPANY BEFORE INSTALLING MAIN ELECTRICAL PANEL. VERIFY ;IZE 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 S AIRS AND AT AREAS ADJACENT TO HALLS THAT HAVE A CEILING INCREASE (�F 24" OR MORE. SMOKE ALARM MUST BE AUDIBLE IN ALL SLEEPING ROOMS. PROVIDE OATTERY BACK UP F'ER CBC 907.2.10.1.2 CONCRETE NOTES 1. ALL CONCRETE SHALL BE 5 SACK TRANSIT MIX WITH A MINIMUM COMPRESSIVE STRENGTH -',T 28 DAYS OF 3000 PSI AND A MAXIMUM SLUMP OF 4" 2. CONSTRUCTION J O NTS SHALL BE PREPARED TO EXPOSE CLEAN SOLIDLY EMBEDDED -'AGGREGATE OVER THE ENTIRE JOINT INTERFACE. PLACEMENT OF PIPES CONDUITS OR OTHER EMBEDDED ITEMS IN THE CONCRETE SHALL "-E IN ACCGRDANCE '.:ITH THESE DRAWINGS. CONTRACTION JO NTS IN SLABS SHALL BE SO PLACED THAT THE MAXIMUM DIMENSION ,ND AREA OF ANY SECTION DO NOT EXCEED 30 FEET AND 600 SQUARE FEET 4. STRUCTURAL STE=! SHAPES TUBES AND PIPES EMBEDDED IN CONCRETE SHALL HAVE A ^nINIIMUM OF 3" CO JCRETE COVER ATTIC VENTILATION 1. THE NET FREE VENTILATING AREA SHALL BE 1/300 OF THE AREA OF THE VENTILATED S,"ACE 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 PROVIDE.) BY THE EAVE VENTS. WITH THIS CALCULATION INCLUDE THE REQUIRED VAPOR RETARDER Hr,VING A TRANSMISS ON RATE OF NOT EXCEEDING 1 -PERM IN ACCORDANCE WITH ASTM E 2010. GLAZING NOTES 1. WHERE WINDOWS AHE PROVIDED AS A MEANS OF EGRESS OR RESCUE THEY SHALL HAVE. THE BOTTOM OF 'HE CLEAR OPENING NOT GREATER THAN 44" MEASURED FROM THE FLOOR 2013 CRC R310 A MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET THE MIr;IMUM NET CLEAR OPENING HEIGHT DIMENSIONS SHALL BE 24". THE MINIMUM NET CLEAR OPEN NG WIDTH DIMENSIONS SHALL BE 20" 2. SAFETY GLAZING SI -ALL BE PROVIDED IN AREAS SUBJECT TO HUMAN IMPACT. SUCH LOCATIONS ARE. * GLASS SLIDING DOORS AND FRENCH DOORS * GLAZING LOCATE) WITHIN 24" OF DOORS (24" ARC) * GLAZING LOCATES WITHIN 18" OF FINISHED FLOOR OR WALKING SURFACE WITHIN 36" OF SUCH SURA 'CE * WARDDROBE DOGES * SHOWER AND BFTHTUB DOOR AND ENCLOSURES * WINDO'NS WITHIN BATH AND SHOWER AREAS NAILING SCHEDULE Table R602.3(1)- Fastening Schedule CONNECTION NAILING I. Blocking between Joists or rafters to top plate, to 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 to late, toe nail ll nails side - common nails P 2 toe Halls an I side and I toe nail on qi�posito side of ea. truss or rafter b. Roof rafters to ridge, valley or hip rafters: toe nail face nail 4-I6d 3-Ibd 1. eu'111; up studs -face nail 10d ® 24' oc. 8. Abutting studs at intersecting wall corners, face nail Ibd ® 12' oL. 9. Built up header, two pieces with 1/2' spacer Ibd ® Ib' o.c. along ea. edge 10. Continued header, tyro pieces I6d ® Ib' oc. along ea. edge 11. Continuous header to stud, toe nail 4-bd 12. Double studs, face nail 10d ® 24oL. 3. Double top plates, face nall IDd ® 24' o c. 14. Double top plates, mh. 24 -inch offset of end joists; ' 8-l6d face nail in l9ppod area 15. Sole plate to Joist or blocking, face nail Ibd ® Ib' oc. 16. 5ole plate to joist or bloc" at braced wall panels 3-Ibd ® Ib' oc. 11. Stud to sole plate, toe nail 3-8d or 2-16d 15. Top or sole plate to stud, end nail 2-Ibd A Top plates, laps at corners d intersections, face nail 2-10d D. 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-bd or 2-5taples 13/4' 22. I'x8' sheathing to ea. beorN, face nail 2-bd or 3 -staples 13/4' 3. NGder than I'xb' sheathing to ea. bearing, face nail 3-8d or 4 -staples 13/4' 4. Joist to sill or girder, toe nail 3-8d 25. Rim Joist to top plate, toe null (roof applications also) 8d ® b' oc. 6. Rim Joist or blocking to sill plate, toe nail 8d ® C oL. 1. I'xb' adloor or less to ea. Joist, face nail 2-8d or 2 staples 13/4' 8. 2' subfloor to Joist or girder, blind and face nail 2-I6d 2' planks (pink and beam -floor t roof) 2-I6d ®ea. bearing 30. Built up girder ad beams IDd, nail ea. layer as follows: 32 OL. at top t bottom and staggered 2 nails at ends I at ea. splice I. Ledger strip supporting Joists or rafters 3-I6d 0 ea. Joist or rafter Wood structural panels, subfloor, roof and interior wall sheathing to framing and particleboard wall sheathing to training I 9 c° 2. 318'-1/2' bd common nail (%Yloor, wall) J 6' edges, l2' Intermediate supports 8d common nail (roof)' 3. 19132'-I' 8d common nail b'ledges, 12' Intermediate supports 34. 1 I/8' -I 1/4' IDd common nail or edges, 12' intermediate supports 8d deformed nail Other wall sheathN 5. I/2' strlicG,ral cellulosic 1112' gals. roof''ng nail,111b' crown or 3'1edges, b' intermediate tlberboard sheathing I' crown staple Tgo.11/4' long its" 25/32' structural cellulosic 13/4' goly. roofing nail, l/I6' crown or 3'1o4s, 6' intermediate fberb ord sheathing I' crown staple Ib go. 11/2' long supports`'° i 1. 111` gypsum s7eathing 11/2' poly. roofing nail, staple goly. fledges, T Intermediate 11/2' I ;11/4' screws, T e h or 5 supports" 8. 5/6' gypsum sheathing d 13/4' gaily. roofing nail, staple goly. fledges, T Intermediate 1518' lag 15/8' saews, Type h or 5 supports" Wood structural panels, combination subfloor under) t to from irg 3/4' a1d less bd deformed null or 8d common nall Vedges,12' intermediate supports 40. 118' -1' bd deformed nail or 8d common nail Vedges, l2' intermediate supports I. 11/8'-11/4' bd deformed nail or IOd common nail V edges, 12' Intermediate supports All nalls are smooth-conw, box or deformed shanks except where othamise stated. Nails used for framing and sheathing comectlons shall have min. average banding yleld strengths as shown: 80 ksi for shank dia. of 0.192' (24d common nail), 90 ksi for shank dia. larger thin 0.142' but not larger than 0.111', and 100 ksi for shank dia, of 0.142' or less. `staples are 16 ga. wlre and have a min. 1/I6' on dia. crown wldth. Nails shall be spaced at not more than Von center at all supports where spans are 48' or greater. Four -foot by 6 -foot or 4400t by 9 -foot panels shall be applied vertically. @spacing of fasteners not listed in this We shall be based on Table R6023(2). For regions having basic wind speed of 110 mph or greater, 8d deformed (21/2'4.120) nails shall be, used for attaching ppI wood and wood structural panel roof sheathing to framing withh min. 48' dista ce from gable end walls, if mean roof I 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 framing shall be spaced V o.c. ft basic wind speed 6 greater than 100 mph, nails for attaching panel roof sheathing to intermediate supports shall be spaced V oL. for min. 48' distcko from rldcies, eaves ad gable end walls; and 4' o c. to Is end wall framing bypw sheathing shall conform to A57H C 1396 and : 011 be nstailedin accordance with 6A 253. d sheathing shall conform to A5TH C 206. ' 5pochg of fasteners on floor sheathing panel edges app, Iles to panel edges Zuppvted framing members end reew�ired blocking and at all floor perimeters only. Spacing of fasteners on roof sheathing pwlsedges applies to panel edges supprrted bry framing members and required blocking. Blocking of roof or floor sheath'Ing panel o4s perpendicular to the tramming members need not 1 Nve a rafter in fastened to on adjacent parallel vei1i �'opist h accordance kith schedule prov'Ide two toe nails on one side of the rafter and toe nails from the ceiling joist to top pTa�e h accordance with this schedule. the toe will on the opposite side of the rafter shall not be required. COMBUSTION AIR VENTS 1. APPLIANCES LOCATED WITHIN CONFINED SPACES: THE CONFINED SPACE SHALL BE PROVIDED WITH OPENINGS WITH A FREE AREA OF AT LEAST 1 SQUARE INCH PER FOOT 1000 BTU/H OF THE TOTAL INPUT RATING OF ALL THE APPLIANCES WITHIN THE ENCLOSURES, FREELY COMMUNICATING WITH AREAS WHICH HAVE ADEQUATE INFILTRATION FROM THE OUTSIDE APPROXIMATELY ONE HALF OF THE REQUIRED COMBUSTION AIR OPENING SHALL BE LOCATED WITHIN THE UPPER 12" OF THE ENCLOSURES. THE MINIMUM FREE AREA OF BOTH THE UPPER AND LOWER COMBUSTION AIR OPENINGS SHALL BE NOT LESS THAN 100 SQUARE INCHES EACH REINFORCING STEEL 1. REINFORCING STEEL TO CONFORM TO ASTM A615 AND BE INTERMEDIATE GRADE DEFORMED BARS- TYPE N GRADE 40 2. WELDED STEEL WIRE MESH SHALL BE 6"x6" W1.4xW 1.4 WWM AND SHALL CONFORM TO THE REQUIREMENTS OF ASTM A185 3. UNLESS NOTED REINFORCEMENT BARS TO BE LAPPED MINIMUM 40 BAR DIAMETERS 4. BENDS IN REINFORCEMENT SHALL BE IN ACCORDANCE WITH ACI 318-2010 5. ALL DIMENSIONS SHOWN FOR LOCATIONS OF REINFORCING STEEL ARE TO FACE OF BAR AND DENOTE CLEAR COVERAGE. UNLESS SPECIFICALLY NOTED OTHERWISE CONCRETE SHALL BE 3" WHERE CONCRETE IS PLACED DIRECTLY AGAINST EARTH AND 2" WHERE CONCRETE IS EXPOSED TO EARTH BUT IS AGAINST FORMS SLABS ON GRADE SHALL HAVE REINFORCING AT MID DEPTH U.O.N. 6. SPLICES IN CONTINUOUS REINFORCING SHALL HAVE A LAP OF 40 BAR DIAMETERS MINIMUM IN CONCRETE CONSTRUCTION EXCEPT WHERE SHOWN OTHERWISE. HORIZONTAL LAPS IN ADJACENT BARS SHALL BE STAGGERED 5'-0" MINIMUM. VERTICAL BARS SHALL . BE ONE PIECE STAGGERED ROUGH CARPENTRY 1. IN ADDITION TO FRAMING OPERATIONS NORMAL TO THE FABRICATION AND ERECTION INDICATED ON THE DRAWINGS INSTALL WOOD BLOCKING AND BACKING REQUIRED FOR THE WORK OF OTHER TRADES .2. INSTALL BLOCKING AS REQUIRED TO SUPPORT FINISH HARDWARE SUCH AS TOWEL BARS MEDICINE CABINETS LIGHTS ETC. INSTALL FIRE STOPPING TO CUT OFF ALL CONCEALED DRAFT OPENINGS (BOTH VERTICAL AND HORIZONTAL) AND TO FORM AN EFFECTIVE BARRIER BETWEEN STORIES AND BETWEEN TOP STORY AND ROOF SPACE. IT SHALL BE USED IN SPECIFIC LOCATIONS AS FOLLOWS. * IN INTERIOR OR EXTERIOR STUD WALLS AT CEILING AND FLOOR LEVELS * IN ALL STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES SO PLACED THAT THE MAXIMUM DISTANCE OF ANY CONCEALED SPACE IS NOT OVER 10'-0" * AROUND TOP AND BOTTOM SIDES AND ENDS OF SLIDING DOOR POCKETS * IN SPACES BETWEEN CHIMNEYS AND WOOD FRAMING, LOOSE NON COMBUSTIBLE SUPPORTS ORAETAL M COLLAR TIGHTLY FITTED TO THE AND CHIMNEY E A 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: A2x JOIST AMD RAFTERS DF NO 2 B POSTS IN WALL FRAMING MATCH WALL FRAMING C 4X HEADERS DF NO 2 D 6X HEADERS DF NO 1 t' 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. 304.229" 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 I 13. ALL OPENINGS IN EXTERIOR WALLS AND INTERIOR BEARING PARTITIONS EXCEEDING 8'-0" SHALL HAVE DOUBLE TRIMMERS. 14. INTERIOR NON BEARING WALLS ON SLABS SHALL BE ATTACHED WITH APPROVED POWDER DRIVEN FASTENERS THROUGH THE SILL PLATE ® 32" O.C. 15. MINIMUM CLEARANCE BETWEEN BOTTOM OF FLOOR JOISTS AND EARTH SHALL BE 18" MIN. CLEARANCES BETWEEN BOTTOM OF GIRDERS AND EARTH IS MIN OF 12" 16. ALL FOUNDATION PLATES SILLS AND SLEEPERS ON CONCRETE OR MASONRY WHICH IS A DIRECT CONTACT WITH EARTH AND SILLS THAT REST DIRECTLY ON CONCRETE AND MASONRY FOUNDATIONS SHALL BE TREATED WOOD OF FOUNDATION GRADE REDWOOD MARKED OR BRANDED BY THE PROPER AGENCY. NOTE THAT THE USE OF FG REDWOOD MAY BE PROHIBITED IN CERTAIN ENGINEERED CONSTRUCTION. 17. FOR RAISED WOOD FLOORS PROVIDE AT LEAST ONE FOUNDATION ACCESS AT LEAST 20' OF PLUMBING CLEANOUT. ACCESS OPENING SHALL NOT BE LESS THAN 24"x18" IN SIZE CALGREEN REQUIREMENTS NOTE: AT THE TIME OF FINAL INSPECTION, A MANUAL, COMPACT DISK, WEB BASED REFERENCE OR OTHER APPROVED REFERENCE DOCUMENTATION SHALL BE PLACED IN THE BUILDING IN ACCORDANCE WITH THE 2013 CALIF. GREEN BUILDING STANDARDS CODE (CGBSC) SEC. 4.410 AND CONTAIN THE FOLLOWING: -A STATEMENT THAT THE MANUAL SHALL REMAIN IN THE BUILDING FOR THE ENTIRE LIFE -CYCLE OF THE STRUCTURE -OPERATION AND MAINTAINENCE INSTRUCTIONS FOR EQUIPMENT, APPLIANCES, HVAC SYSTEMS, ROOF/ YARD DRAINAGE, IRRIGATION SYSTEMS, ETC. -INFORMATION FROM LOCAL UTILITIES ABOUT RECYCLING PROGRAMS AND LOCATIONS -PUBLIC TRANSPORTATION AND CARPOOL OPTIONS IN THE AREA -EDUCATION MATERIAL ON THE POSITIVE IMPACTS OF AN INTERIOR RELATIVE HUMIDITY BETWEEN 30-60% AND HOW TO MAINTAIN THESE LEVELS OF HUMIDITY -INFORMATION ABOUT WATER CONSERVING LANDSCAPE/IRRIGATION DESIGN AND CONTROLLERS -INFORMATION ABOUT REO:Ji^ED ROUTINE MAINTAINENCE MEASURES INCLUDING CAULKING, PAINTING, GRADINC, _T. -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 SCOPE OF WORK: CONSTRUCT NEW 1 STORY WOOD FRAMED RESIDENCE(2400 SQ. FT.) WITH A COVERED CONC. FRONT PORCH(48 SQ. FT.) A COV. REAR DECK AND A ONE 72 SQ. CAR ATTACHED GARA E(220AG A TWO CAR ATTACHED ASQ EFT>7 SQ. FT.) ALL WORK ON THIS PROJECT SHALL CONFORM TO THE ADOPTED EDITIONS OF THE 2013 CBC, 2013 CRC 2013 CMC 2013 CPC , THE 2013 CALIF. ELECT. CODE 2013 CALIF. ENERGY STANDARDS & 2013 GREEN BUILDING STANDARDS CODE OCCUPANCY IS RESIDENTIAL TYPE OF CONSTRUCTION IS WOOD FRAME CALGREEN REQUIREMENTS -COVERING OF DUCT OPENINGS AND PROTECTION OF MECHANICAL EQUIPMENT ` DURING CONSTRUCTION. AT THE TIME OF ROUGH INSTALLATION, DURING STORAGE ON THE CONSTRUCTION SITE, AND UNTIL FINAL STARTUP OF THE HEATING, COOLING, 1' i^.,F µ AND VENTILATING EQUIPMENT, ALL DUCT AND OTHER RELATED AIR DISTRIBUTION JI"" ) COMPONENT OPENINGS SHAL BE COVERED WITH TAPE, PLASTIC, SHEETMETAL OR T -FRB AND ACSO� A OTHER METHODS ACCEPTABLE TO THE ENFORCING AGENCY TO REDUCE THE AMOUNT TCS 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 CHIPS CRITERIA CERTIFIED UNDER THE GREENGAURD CHILDREN AND SCHOOLS PROGRAM. 3. CERTIFICATION UNDER THE RESILIANT FLOOR COVERING INSTITUTE(RFCI) FLOOR SCORE PROGRAM. 4. MEET THE CALIF. DEPT. OF PUBLIC HEALTH, "STANDARD METHOD FOR THE TESTING AND EVALUATION OF VOLATILE ORGANIC CHEMICAL EMISSIONS FROM INDOOR SOURCES USING ENVIRONMENTAL CHAMBERS", VERSION 1.1, FEBRUARY 2010(ALSO KNOWN AS SPECIFICATION 10350). -HARDWOOD PLYWOOD, PARTICLEBOARD AND MEDIUM DENSITY FIBERBOARD COMPOSITE WOOD PRODUCTS USED ON THE INTERIOR OR EXTERIOR OF THE BUILDING SHALL MEET THE REQUIREMENTS FOR FORMALDEHYDE AS SPECIFIED IN ARB'S AIR TOXICS CONTROL MEASURE FOR COMPOSITE WOOD (17 CCR 93120 ET SEQ.) BY OR BEFORE THE DATES SPECIFIED IN THOSE SECTIONS, AS SHOWN IN TABLE 4.504.5 -VCERIFICATION OF COMPLIANCE WITH THIS SECTION SHALL BE PROVIDED AS REQUESTED BY THE ENFORCING AGENCY. DOCUMENTATION SHALL INCLUDE ONE OF THE WAYS OUTLINED IN SECTION(CGBSC 4.504.5.1). -CONCRETE SLAB FOUNDATIONS REQUIRED TO HAVE A VAPOR RETARDER BY THE CALIF. BUILDING CODE, CHAPTER 19 OR CONCRETE SLAB ON GROUND FLOORS REQUIRED TO HAVE A VAPOR RETARDER BY THE CALIF. RESIDENTIAL CODE, CHAPTER 5, SHALL ALSO COMPLY. WITH THIS SECTION(CGBSC 4.505.2). -A CAPILLARY BREAK SHALL BE INSTALLED IN COMPLIANCE WITH AT LEAST ONE OF THE FOLLOWING: 1. A 4" THICK(101.6mm) BASE OF 1/2" (12.7mm) OR LARGER CLEAN AGGREGATE SHALL BE PROVIDED WITH A VAPOR RETARDER IN DIRECT CONTACT WITH CONCRETE AND A CONCRETE MIX DESIGN, WHICH WILL ADDRESS BLEEDING, SHRINKAGE, AND CURLING SHALL BE USED. FOR ADDITIONAL INFO. SEE AMERICAN CONCRETE INSTITUTE, ACI 302.2R-06. 2. OTHER EQUIVALENT METHODS APPROVED BY THE ENFORCING AGENCY. 3. A SLAB DESIGN SPECIFIED BY A LICENSED DESIGN PROFESSIONAL. -BUILDING MATERIALS WITH VISIBLE SIGNS OF WATER DAMAGE SHALL NOT BE INSTALLED. WALL AND FLOOR FRAMING SHALL NOT BE ENCLOSED WHEN THE FRAMING MEMBERS EXCEED 19% MOISTURE CONTENT. MOISTURE CONTENT SHALL BE VERIFIED IN COMPLIANCE WITH THE ONE OF THE METHODS OUTLINED IN SECTION(CGBSC 4.505.3). -EACH BATHROOM SHALL BE MECHANICALLY VENTILATED AND SHALL COMPLY WITH THE FOLLOWING: 1. FANS SHALL BE ENERGY STAR COMPLIANT AND BE DUCTED TO TERMINATE OUTSIDE THE BUILDING. 2. UNLESS FUNCTIONING AS A COMPONENT OF A WHOLE HOUSE VENTILATION SYSTEM, FANS MUST BE CONTROLLED BY A HUMIDITY CONTROL: (a)HUMIDITY CONTROLS SHALL BE CAPABLE OF ADJUSTMENT BETWEEN A RELATIVE HUMIDITY RANGE OF < 50% TO A MAX. OF 80%. A HUMIDITY CONTROL MAY UTILIZE MANUAL OR AUTOMATIC MEANS OF ADJUSTMENT. (b)A HUMIDITY CONTROL MAY BE A SEPARATE COMPONENT TO THE EXHAUST FAN AND IS NOT REQUIRED TO BE INTEGRAL. SECTION(CGBSC 4.506.1). -WHOLE HOUSE EXHAUST FANS SHALL HAVE INSULATED COVERS OR LOUVERS WHICH CLOSE WHEN THE FAN IS OFF. THE COVERS OR LOUVERS SHALL HAVE MIN. R4.2 INSULATION. SECTION(CGBSC 4.50701). -HEATING AND AIR CONDITIONING SYSTEMS SHALL BE SIZED, DESIGNED AND HAVE THEIR EQUIPMENT SELECTED USING THE FOLLOWING METHODS: 1. THE HEAT LOSS AND HEAT GAIN IS ESTABLISHED ACCORDING TO ANSI/ACCA 2 MANUAL J--2004(RESIDENTIAL LOAD CALCULATION), ASHRAE HANDBOOKS OR OTHER EQUIVALENT DESIGN SOFTWARE OR METHODS. 2. DICT SYSTEMS ARE SIZED ACCORDING TO ANSI/ACCA 1 MANUAL D --2009(RESIDENTIAL DUCT SYSTEMS), ASHRAE HANDBOOKS OR OTHER EQUIVALENT DESIGN SOFTWARE OR METHODS. 3. SELECT HEATING AND COOLING EQUIPMENT ACCORDING TO ANSI/ACCA 3 MANUAL S--2004(RESIDENTIAL EQUIPMENT SELECTION) OR OTHER EQUIVALENT DESIGN SOFTWARE OR METHODS. SECTION CGBSC 4.507.2. -ENERGY EFFICIENTCY TO COMPLY WITH THE CURRENT TITLE 24 REQUIREMENTS. SECTION CGBSC 4.201.1 -WATER CONSERVING PLUMBING FIXTURES AND FITTINGS: SECTION CGBSC 4.303.1 WATER CLOSETS: S 1.28 GAL/FLUSH URINALS: S 0.5 GAL/FLUSH SINGLE SHOWER HEADS: S 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. R-3 OCCUPANCY U -OCCUPANCY V -B CONSTRUCTION THIS DWELLING IS LOCATED WITHIN A WILDLAND URBAN INTERFACE AREA ;;, DEVELOPMENT SERVICES PERMIT # 6) 69.0:JI l� BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DATE / Z`�� 13Y. L0 O) �j CX LL. .. >_ Li O Q U M Z M Y Q N w Zw `- of �j CX U a Wm a X C� QO w M CL m N t\ O cD It LJ �t M Z I I O 00 J 00 n- LO W N -1^U^ WO O DRAWN BY: B. RUBANOFF DATE: 3-28-16 INDEX 1. FLOOR PLAN 2. FOUNDATION & FLOOR FRAMING PLAN 3. ROOF PLAN ROOF FRAMING PLAN 4, CROSS SECTION DETAIL 5, 6. EXTERIOR ELEVATIONS 7. ELECTRICAL PLAN 8. SITE PLAN v _ SHEET COVER lot a N .. 0 LLJ rn O 0 LL_ -� U 0-) I U _j w _J w -- U = _J I U Q CY) w W U � D = O V) ~ W J L LJOf D:f W = > Q L,J 0 a: 0 � Q Q T- O DRAWN BY: B. RUBANOFF DATE: 3-28-16 INDEX 1. FLOOR PLAN 2. FOUNDATION & FLOOR FRAMING PLAN 3. ROOF PLAN ROOF FRAMING PLAN 4, CROSS SECTION DETAIL 5, 6. EXTERIOR ELEVATIONS 7. ELECTRICAL PLAN 8. SITE PLAN v _ SHEET COVER lot GENERAL NOTES 1. ALL LUMBER TO BE DOUG FIR #2 AND BETTER, STUDS TO BE STUD GRADE OR BETTER, UNLESS OTHERWISE NOTED 2. .ALL HEADE.S TO BE 6X12 DF#2 UNLESS OTHERWISE NOTED 3. ALL CEILINGS TO BE 8'-0" UNLESS OTHERWISE NOTED 4. INSULATE AT TUB AND SHOWER EXTERIOR WALLS BEFORE NAILING UP SIDING 5. SEE TITLE SHEET FOR ADDITIONAL NOTES 6. PROVIDE PT. VALVE DISCHARGE LINE TO OUTSIDE & ANCHOR STRAPS TOP & BOTTO'A AT WATER HEATER 7. BLOCK FOF TOWEL BARS 8. WINDOW Al'[ SLIDING GLASS DOOR OPENINGS ARE PER CALL -OUT. DOOR OPENINc:S ARE CALL -OUT PLUS 2". 9. SHOWER AP:D TUB/SHOWER COMBINATIONS SHALL BE PROVIDED WITH INDIVIDUAL CONTROL VALVES OF THE PRESSURE BALANCE OR THE THERMOSTATIC MIXING VALVE TYPE 10. BOND ALL METAL GAS & WATER PIPES TO GROUND. ALL GROUND CLAMPS SHALL BE ACCESSABLE AND OF AN APPROVED TYFE(CEC 250.104) SHOWER NOTES: 1. THE MIN. FINISHED INTERIOR AREA OF A SHOWER NEEDS TO BE AT LEAST 1024 SQ. IN. WITH A MIN. DIMENSION OF 30". THE SHOWER AREA AND DIMENSIONS SHALL BE MAINTAINED TO A POINT OF NOT LESS THAN 72" ABOVE THE DRAIN INLET. THE SHOWER WALLS SHALL BE FINISHED WITH A HARD, NON ABSORBENT SURFACE TO A HEIGHT OF NOT LESS THAN 72". 2. THE BASS:_ FOR ADHESIVE APPLICATION OF WALL TILE OR OTHER NON ABSORBENT FINISH MATERIAL IN TUB ADD SHOWER AREAS SHALL COMPLY WITH ASTM C 1178, C1278 OR C 1396. USE OF WATER RESISTANT GYP. BOARD IS PERMITTED ON CEILINGS WITH FRAMING O.C. 12" FOR 1/2" THICK AND 16" O.C. FOR 5/8" THICK. WATER RESISTANT GYP. BOARD SHALL NOT BE USED OVER A CALSS I OR II VAPOR BARRIER IN TUB OR SHOWER COMPARTMENTS. CRC R702.3.8 mi ��IOAS a.) PRIOR TO BUILDING PERMIT FINAL APPROVAL THE PROPERTY SHALL BE IN COMPLIANCE WITH THE VEGETATION CLEARANCE REQUIREMENTS PRESCRIBED IN CALIF. FIRE CODE SECTION CRC R327.1.5. b.) WHERE THE ROOF PROFILE ALLOWS A SPACE BETWEEN THE ROOF COVERING .AND ROOF DECKING, THE SPACES SHALL BE CONSTRUCTED TO PREVENT THE INTRUSION OF FLAMES AND EMBERS, BE FIRE STOPPED WITH APPROVED MATERIALS OR HAVE ONE LAYER OF MINIMUM 72# MINERAL SURFACED NON -PERFORATED CAP SHEET COMPLYING WITH ASTM D39909 INSTALLED OVER THE COMBUSTIBLE DECKING. CRC R327.5.2. C.) WHEN PROVIDED, VALLEY FLASHINGS SHALL NOT BE LESS THAN 26 GAUGE GALV. SHEET CORROSION -RESISTANT METAL INSTALLED OVER NOT LESS THAN ONE LAYER OF MINIMUM 72#MINERAL SURFACED NON -PERFORATED CAP SHEET COMPLYING WITH ASTM D3909, A MINIMUM OF 36" WIDE RUNNING THE FULL LENGTH OF THE VALLET. CRC R327.5.3. d.) ROOF GUTT=RS SHALL BE PROVIDED WITH THE MEANS TO PREVENT THE ACCUMULATION OF LEAVES AND DEBRIS IN THE GUTTER. CRC R327.5.4. e.) ROOF, ATTIC AND UNDERFLOOR VENTS SHALL BE DESIGNED TO RESIST THE INTRUSION OF FLAME .AND EMBERS THROUGH THE VENTILATION OPENINGS, OR SHALL BE PROTECTED BY CORROSION -RESISTANT, NON-COMBUSTLBLE WIRE MESH WITH A MINIMUM OF 1/16" AND A MAXIMUM OF 1/8" OPENINGS. CRC R327.6.2. f.) EAVE OR CORNICE VENTS SHALL NOT BE INSTALLED UNLESS THEY ARE DESIGNED TO RESIST THE INTRUSION OF FLAME AND BURNING EMBERS INTO THE ATTIC AREA, OR IF THE ATTIC SPACE BEING VENTED IS FULLY SPRINKLERED. CRC R327.6.3. 9.) EXTERIOR WINDOWS, WINDOW WALLS, GLAZED DOORS, AND GLAZED OPENINGS IN DOORS SHALL BE INSULATING GLASS UNITS WITH A MINIMUM OF ONE TEMPERED PANE, OR GLASS BLOCK UNITS, OR HAVE A FIRE RESISTANCE RATING OF NOT LESS THAN 20 MINUTES WHEN TESTED ACCORDING TO NFPA 257. CRC R327.8.2.1. h.) EXTERIOR DOORS SHALL BE OF APPROVED NONCOMBUSTIBLE OR IGNITION RESISTANT MATERIAL CR SOLID CORE WOOD HAVING STILES AND RAILS NOT LESS THAN 1.375 INCHES THICK WITH INTEROR PANELS NO LESS THAN 1.25 INCHES THICK OR SHALL HAVE A FIRE -RESISTANCE RATING OF NOT LESS THAN 20 MINUTES. CRC R327.8.3. Q EXTERIOR WALLS: THE EXTERIOR WALL COVERING OR WALL ASSEMBLY SHALL BE OF NONCOMBUSTIBLE MATERIAL, OR IGNITION -RESISTANT MATERIAL, OR HEAVY TIMBER OR LOG WALL CONSTRUCTION. CRC R327.7.3. j.) EXTENT OF EXTERIOR WALL COVERING: EXTERIOR WALL COVERINGS SHALL EXTEND FROM THE TOP OF THE FOUNDATION TO THE ROOF, TERMINATING AT 2" NOMINAL SOLID WOOD BLOCKING BETWEEN RAFTERS AT ALL ROOF OVERHANGS, OR TERMINATING AT THE ENCLOSURE OF ENCLOSED EAVES. CRC R327.7.3.1. k.) OPEN ROOF EAVES: THE EXPOSED ROOF DECK ON THE UNDERSIDE OF UNENCLOSED ROOF EAVES SHALL CONSIST OF NONCOMBUSTIBLE MATERIAL, OR IGNITION -RESISTANT MATERIAL OR 1 LAYER 5/8" TYPE 'X' GYPSUM SHEATHING APPLIED BEHIND AN EXTERIOR COVERING ON THE UNDERSIDE EXTERIOR OF THE ROOF DECK, OR THE EXTERIOR PORTION OF A 1 -HOUR FIRE RESIS AVE ASSEMBLY APPLIED TO THE UNDERSIDE OF THE ROOF DECK. CRC R327.7.4. I.) THE DECKING MATERIAL SHALL BE IN ACCORDANCE WITH CRC SEC. R327.9 AND THE EXTERIOR PORCH CEILINGS ARE TO BE EITHER IGNITION RESISTANT OR NON-COMBUSTIBLE PER CRC SEC. 327.7.6. FLOOR PLAN STRUCTURAL NOTES: 1.) SEE TYPICAL NOTE SHEET SN AND TYPICAL DETAIL SHEETS SD1—SD3 FOR ADDITIONAL INFORMATION. 2.) TYPICAL MINIMUM BEARING WALL FRAMING U.N.O.: EXTERIOR WALL: 2X6 DF STUD AT 16" O.C. INTERIOR WALLS: 2X4 DF STUD AT 16" O.C. 3.) SEE DETAIL 5/SD1 FOR TYPICAL STUD WALL ELEVATION AND TYPICAL WALL OPENING SCHEDULE. 4.) 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 GUIDELINES. 6.) ALL STRUCTURAL MEMBERS SHALL BE FASTENED IN COMPLIANCE WITH 2013 CBC FASTENING SCHEDULE, TABLE 2304.9.1, UNLESS NOTED OTHERWISE. I 16'-2" ----8'-2" L= 4' If 60401 SL. 1. DINING ROOM 0 _7„ 0 7'-7" 6'-0" _0„ 21'-6„ 12'-10"3„ „ 7 74 -2 A L=4' 4 7040 50401 SL. I PAD PAD , 15'-6" 4 —5'-9�" 7,_9„ 7,_9„ ' I B 7 C 4SD1 4 L=15.5' INC. (1) Q 6.0' WINDOW 0 0 ti0 0 TYP. Tl OJ g`� HB. — — — — — — — — — — — 4X12 DF #2 BEAM = NOOK = 1 3068 F \x o o N DR. TEMP. �U? w - COV. DECK N cD o0= I o 3050 SH. 6050 FIX 3050 SH. MASTER BEDROOM ro F, 2 3'-0 —4'-8" EATING BAR ---� 0 \ N 3068 1 _ CASED OPN'G. lo ' U6-"x LIVING ROOMo= W KITCHEN MSTR. c I RANGE W/ BATH N Hoop V.T.O. O OD REF - - _ i� `O o N M _ N 0 24 PW n = I 2000 W.I.C. I 2 8#'= _0" N OFFICE O J _ co J 5w I 32"X60" L-----------� ~'� coo w TUB/ SHELF & POLE SD1 �� �,P 'c'j /2 B H ;;, N N SHOWER 2668 — SHELF & POLE 4'-5' ATH #2 t 5068 81 -PASS w i I m = WH. O N N 3'-4' AUTO V.T.O APPLIANCE BY SITE. A7 3 EQ;D. ��'/ _ � y tO i HB. 0 STOP MAX. RISE, 10" �oo�� �4' ,yN L2468 Q Q I 4G� +18" PLATFORM MIN. TREAD TYP. N��61 t) L_ — J BEDROOM #2 J N c 3068 SC. O MN SHELF c0 `r w o — to O v I M z p N Mom 4068 BI -FOLD `D _ ENTRY - GARAGE � J2468 2668 ' N � 00 KN0n cV --- I I 4 N ti S&P N N I Q� SD1 IIS — M „ x 2 -7 TYP N �w o� BEDROOM #3 COV. 0 CONC. F__ LAUNDRY o � wLo a PORCH L_ _j I m U 'I cocn t "4rO }rO I w N I 0 07 METAL TI NA ARA R tx �` (0 wo — — — — — — N M 2X6 WALL 5 1/2"X12" GLULAM HDR. 24F -V4 16 6 SH. OJ`1 B G� L=16' 4 N I Q z w Q Q mQ A _ o c 0> Q ,OFESSI c 4 g JI GARAGE w Q ! �NEoy t Q ¢ � > �t;?" �i 9G N I O 2X4 DF.#2 D o m a C7 rn t' K ® 16' O.C. o m * EXP.co in HB. � z = �,q CIVIL �@- 2X6 WALL M ac CAL1�Q � 'I lit �OJ`L 2 50 SH. 2650 SH. C I 4 THESE PLANS HAVE BEEN AL=4' REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED 0"13,- 0" '-3" 7'-6'1 �,_3„ STRUCTURAL CALCULATIONS 16'-0" 2'-6" 6'-0" 21'-0" '-0" 3'-0" 20'-011 HOUSE: 2400 SQ. FT. FLOOR PLAN 2 CAR GARAGE: 437 SQ. FT. 1 CAR GARAGE: 220 SQ. FT. PERMIT # COV. CONC. PORCH: 48 SQ. FT. Jill BUTTE COUNTY DEVELOPMENT SERVICES COV. DECK: 172 SQ. FT. REVIEWED FOR CODE COMPLIANCE c � 1111 Q SD 1 PANTR N00 CO 12 ( _ N / 0 \ N n_ / W J SHELVES I O O A �� w w OJT' = L=4 3 0 �r I — O Q m Q Oj Mo L r �t � .I = 15'-6" 4 —5'-9�" 7,_9„ 7,_9„ ' I B 7 C 4SD1 4 L=15.5' INC. (1) Q 6.0' WINDOW 0 0 ti0 0 TYP. Tl OJ g`� HB. — — — — — — — — — — — 4X12 DF #2 BEAM = NOOK = 1 3068 F \x o o N DR. TEMP. �U? w - COV. DECK N cD o0= I o 3050 SH. 6050 FIX 3050 SH. MASTER BEDROOM ro F, 2 3'-0 —4'-8" EATING BAR ---� 0 \ N 3068 1 _ CASED OPN'G. lo ' U6-"x LIVING ROOMo= W KITCHEN MSTR. c I RANGE W/ BATH N Hoop V.T.O. O OD REF - - _ i� `O o N M _ N 0 24 PW n = I 2000 W.I.C. I 2 8#'= _0" N OFFICE O J _ co J 5w I 32"X60" L-----------� ~'� coo w TUB/ SHELF & POLE SD1 �� �,P 'c'j /2 B H ;;, N N SHOWER 2668 — SHELF & POLE 4'-5' ATH #2 t 5068 81 -PASS w i I m = WH. O N N 3'-4' AUTO V.T.O APPLIANCE BY SITE. A7 3 EQ;D. ��'/ _ � y tO i HB. 0 STOP MAX. RISE, 10" �oo�� �4' ,yN L2468 Q Q I 4G� +18" PLATFORM MIN. TREAD TYP. N��61 t) L_ — J BEDROOM #2 J N c 3068 SC. O MN SHELF c0 `r w o — to O v I M z p N Mom 4068 BI -FOLD `D _ ENTRY - GARAGE � J2468 2668 ' N � 00 KN0n cV --- I I 4 N ti S&P N N I Q� SD1 IIS — M „ x 2 -7 TYP N �w o� BEDROOM #3 COV. 0 CONC. F__ LAUNDRY o � wLo a PORCH L_ _j I m U 'I cocn t "4rO }rO I w N I 0 07 METAL TI NA ARA R tx �` (0 wo — — — — — — N M 2X6 WALL 5 1/2"X12" GLULAM HDR. 24F -V4 16 6 SH. OJ`1 B G� L=16' 4 N I Q z w Q Q mQ A _ o c 0> Q ,OFESSI c 4 g JI GARAGE w Q ! �NEoy t Q ¢ � > �t;?" �i 9G N I O 2X4 DF.#2 D o m a C7 rn t' K ® 16' O.C. o m * EXP.co in HB. � z = �,q CIVIL �@- 2X6 WALL M ac CAL1�Q � 'I lit �OJ`L 2 50 SH. 2650 SH. C I 4 THESE PLANS HAVE BEEN AL=4' REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED 0"13,- 0" '-3" 7'-6'1 �,_3„ STRUCTURAL CALCULATIONS 16'-0" 2'-6" 6'-0" 21'-0" '-0" 3'-0" 20'-011 HOUSE: 2400 SQ. FT. FLOOR PLAN 2 CAR GARAGE: 437 SQ. FT. 1 CAR GARAGE: 220 SQ. FT. PERMIT # COV. CONC. PORCH: 48 SQ. FT. Jill BUTTE COUNTY DEVELOPMENT SERVICES COV. DECK: 172 SQ. FT. REVIEWED FOR CODE COMPLIANCE c DRAWN BY; B. RUBANOFF CHECKED: DATE: 3-23-16 SCALE, 1/4"=V-0" U.N.O. JOBS I OMAR SHEET p 0 8 Q CO 12 ( _ N .. ry 0 LJ rn 0 0 LL_ W J J U I O w w U w r— U Q 0) w � w U � = 0 86 �-- Q W 1 W ry ry W J Q w 0 a' :2 0 [if Q Q T 0 DRAWN BY; B. RUBANOFF CHECKED: DATE: 3-23-16 SCALE, 1/4"=V-0" U.N.O. JOBS I OMAR SHEET p 0 8 CONCRETE AND WOOD FLOOR NOTES 1. PROVIDE 18"x24" FOUNDATION ACCESS AT EXTERIOR WITHIN 20'-0" OF THE PLUMBING C _EANOUT 2. PROVIDE UNDER& OUND UTILITY ENTRANCE, CONDUIT IF REQUIRED VERIFY WITH THE OWNER 3. A 3"X3"X0.229" PLATE WASHER IS REQUIRED AT EACH FOUNDATION ANCHOR BOLT. 4. ANCHOR BOLTS SHALL NOT BE CLOSER THAN 7 DIAMETERS TO END OF PLATE. 5. HOT DIPPED GALV. NAIL REQ'D. @ TREATED WOOD CONNECTIONS. 6. ALL CONCRETE SI!ALL BE 5 SACK TRANSIT MIX WITH A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 3000 PSI AND A MAXIMUM SLUMP OF 4" 7. WOOD SILLS FOR DEARING AND SHEATHED WALLS BEARING ON MASONRY OR CONCRETE SHALL BE BOLTED %V TH 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 INDICATE`) ON PLANS. 8. BOLT HOLES IN V'OOD OR STEEL SHALL BE 1/16" LARGER THAN BOLTS 9. ALL NUTS SHALL EE TIGHTENED WHEN PLACED AND RETIGHTENED PRIOR TO APPLICATION OF FINISH OR AT COMPLETION OF JOB. 10. PROVIDE EROSIOrl CONTROL MEASURES IN ACCORDANCE WITH BEST MANAGEMENT PRACTICES FOR STOFM WATER RUNOFF. PROVIDE STRAW WADDELS AROUND THE CONSTRUCTION SITE V ID UPSTREAM OF DRAINAGE INLETS. 11. FASTENERS AN'' CONNECTORS IN CONTACT WITH PRESERVATIVE TREATED WOOD SHALL BE OF HOT DIPPED 'INC -COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER IN ACCCRDANCE WITH CBC 2304.9.5.1. FOUNDATICN PLAN STRUCTURAL NOTES: 1.) SEE TYPICAL NOTE SHEET SN AND TYPICAL DETAIL SHEETS SDI-SD3 FOR ADDITIONAL INFORMATION. 2.) PROVIDE ANCHOR BOLT SIZE AND SPACING PER SHEAR WALL SCHEDULE AND TYPICAL DETAILS. 3.) RECOMMENDED MINIMUM SLAB SECTION: A- 4" CON RETE SLAB WITH #3 AT 15" O.C. SECURELY LOCATED AT MID -DEPTH OF SLAB. B- 2" SAND (DELETE AT EXTERIOR SLABS) -SEE SOILS REPORT IF APPLICABLE. C- WATERPROOF MEMBRANE (DELETE AT EXTERIOR SLABS) -SEE SOILS REPORT IF APPLICABLE. D- 4" FREE DRAINING MATERIAL -SEE SOILS REPORT IF APPLICABLE. E- PROPERLY PREPARED SUBGRADE-SEE SOILS REPORT IF APPLICABLE. F- CONTRACTOR TO PROVIDE CONTROL JOINTS AT 10'-0" O.C. EA. WAY MAX. 4.) TYPICAL MIN MUM BEARING WALL FRAMING U.N.O.: EXTERIOR WALL: 2X6 DF STUD AT 16" O.C. INTERICR WALLS: 2X4 DF STUD AT 16" O.C. 5.) SEE DETAIL 5/SD1 FOR TYPICAL STUD WALL ELEVATION AND TYPICAL WALL OPENING SCHEDULE 6.) TYPICAL FLOOR JOIST AT GROUND LEVEL SHALL BE 9 1/2" TJI 210 AT 16" O.C. WITH 1 3/4" LVL RIM (MAX JOIST SPAN = 12'-0"). INSTALL ALL COMPONENTS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 7.) PROVIDE DOUBLE JOIST UNDER ALL WALLS WHERE WALLS RUN PARALLEL TO JOIST AND UNDER ALL TUBS, HEAVY EQUIPMENT, AND FURNITURE. 8.) SUPPORT ALL TRIMMERS ABOVE WITH FLOOR/CEILING JOIST WHERE TRIMMERS CAN NOT RUN CONTINUOUSLY TO FOUNDAT ON. 4" DIAMETER STEEL PIPE W/ CONC. FILL 36" HIGH %W p Op°°p o . ° o °° au ° c i \\ 9.) FLOOR FRAMING HAS BEEN DESIGNED FOR A MAXIMUM DEAD LOAD OF 15 PSF (INCLUDING FRAMING). CONTACT SUMMIT STRUCTURAL DESIGN, PRIOR TO CONSTRUCTION, IF FLOOR BUILD-UP WILL EXCEED 15 PSF. 10.) TYPICAL FLOOR SHEATHING (UNO): 3/4" THICK, APA RATED SHEATHING OR RATED STURD-I-FLOOR, SPAN RATING 48/24 (24 FOR STURD-I-FLOOR), EXPOSURE 1 STRUCTURAL PANELS, APPLIED WITH LONG DIMENSION ACROSS SUPPORTS AND ADJACENT PANELS STAGGERED WITH 4' ENDS OFFSET 4'. GLUE PANELS TO ALL FRAMING, EDGE NAIL WITH 10d COMMON RING SHANK NAILS OR EQUIV. (0.148" DIA X 3") AT 6" O.C. AT ALL PANEL EDGES, BOUNDARIES, BLOCKING AND WHERE INDICATED ON PLAN. FIELD NAIL AT 10" O.C. PROVIDE 1/8" GAPS AT ALL PANEL EDGES U.N.O. BY PANEL MANUFACTURER. 11.) PLUMBING, SPRINKLER, AND MECHANICAL SUBCONTRACTORS SHALL COORDINATE ALL FLOOR AND WALL PENETRATIONS WITH FRAMING SUBCONTRACTOR. 12.) ANY DISCREPANCIES BETWEEN FRAMING SHOWN AND FIELD CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ENGINEER OF RECORD. 13.) ALL EXPOSED FRAMING SHALL BE PRESSURE TREATED WITH TREATMENT PROCESS AND APPLICATION APPROPRIATE FOR EXPOSURE ACCORDING TO MFR'S WRITTEN GUIDELINES. 14.) PROVIDE METAL HANGERS PER 12/SD1 AS REQUIRED, UNLESS NOTED OTHERWISE. 15.) ALL STRUCTURAL MEMBERS SHALL BE FASTENED IN COMPLIANCE WITH 2013 CBC FASTENING SCHEDULE, TABLE 2304.9.1, UNLESS NOTED OTHERWISE. NAIL GUSSET PLATE EA. SIDE ® SPLICE W/ 8d PROVIDE GIRDER SPLICE 4" CONC. SLAB 6x6 10/10 WWM 4" GRAVEL FILL UNDISTURBED SOIL I-.'— 12" —1 18 AUTO APPLIANCE STOP VENT OPENING CONC. STEMWALL 12" #4 VERT. 2X #4 CONT. REBAR VENT OPENING DETAIL 7040 CONC. PAD FOUNDATION & FLOOR FRAMING, PLAN )' CAL ,HIBIT E )VED )IN PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES dCODE COMPLIED ANCE j DATE_ W (?-,f l/ c By %� DRAWN BY, B. RUBANOFF CHECKEDi DATEi 3-23-16 SCALE: 1/4"=1'-0" U.N.O. JOB; OMAR r. r< SHEET # 2 8 Iz Q Q0 L (o N N • • 0O 0 w T V / 0 w J U O J rz LL M w w U Z U Q O-) p = 0 °� F— w w W _ J > .. Q w 0 0- Q 0 N_ r 0 Q DRAWN BY, B. RUBANOFF CHECKEDi DATEi 3-23-16 SCALE: 1/4"=1'-0" U.N.O. JOB; OMAR r. r< SHEET # 2 8 I?00F FFNOING NOT�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 0Y 4. PROVIDE DIAGANOL AND SWAY BRACING AT ROOF TRUSSES 5 H2.5T ANCHORS AT EACH TRUSS UNLESS OTHERWISE NOTED 6: BLOCK FOR C \BINETS 7. 6X12 TYPICAL HEADER UNLESS OTHERWISE NOTED 8. SEE TITLE SHEET FOR ADDITIONAL NOTES 9. PROVIDE 1-12.57 ANCHORS @ ALL ROOF/WALL CONNECTIONS ATTIC VENTILATION CALCS: 3277 SQ. FT./300=10.9 SQ. FT. 10.9 SQ. FT./2=5.46 SQ. FT. 3-14"X24" SCREENED G.E. VENT@ 1.44SQ. FT. PER VENT.=4.32 SQ. FT. 2-14"X18" SCREENED G.E. VENT@ 1.24SQ. FT. PER VENT.=2.48 SQ. FT. 15- 22"X3 1/2" SCREENED EAVE VENT @ .37 SQ. FT. PER VENT=5.55 SQ. FT. TOTAL=12.31 SO. FT. BL BE TR EDGE NAIL ROI PLY. AT DRAG NOTE: TO USE THE 1/300 CALCULATION: PAPER BACKED CEILING INSULATION OR KELLY MOORE 95-500 VAPOR SHIELD PRIMER @ CEILING MUST BE 10, TOP PLATE SPLICES W/8 -16d EACH SIDE U.N.O. ROOF PLAN STRUCTURAL NOTES: 12= 1.) SEE TYPICAL NOTE SHEET SN AND TYPICAL DETAIL SHEETS SD1-SD3 FOR ADDITIONAL INFORMATION. 2.) TYPICAL ROOF SHEATHING (UNO): 1/2" THICK, APA, TECO, OR PITTSBURGH RATED SHEATHING, SPAN RATING 32/16, EXPOSURE 1 STRUCTURAL PANELS, APPLIED WITH LONG DIMENSION ACROSS SUPPORTS AND ADJACENT PANELS STAGGERED WITH 4' ENDS OFFSET 4'. EDGE NAIL WITH 8d COMMON OR EQUIVALENT (0.131" DIA X 2 1/2") AT 6" O.C. AT ALL PANEL EDGES, BOUNDARIES, GABLE ENDS, BLOCKING AND WHERE INDICATED ON PLAN. FIELD NAIL AT 12" O.C. PROVIDE 1/8" GAP AT ALL PANEL EDGES U.N.O. BY PANEL MANUFACTURER. AT ALL LOW SLOPE ROOFS PROVIDE (1) PANEL CLIP MIN. BETWEEN SUPPORTS AT ABUTTING PANEL EDGES. 3.) SEE NOTE SECTION 8 -SN FOR ROOF TRUSSES BY OTHERS. 4.) TYPICAL HEADER BELOW SHALL BE 6X12 DF -L #2 LINO. 5.) PROVIDE 4X POST MIN. AT ALL BEAM BEARING POINTS AND CONTINUE IN WALL TO FOUNDATION. 6.) PROVIDE POS. ATTACHMENT OF ALL POST TO BEAM, BEAM TO BEAM, BEAM TO POST, AND POST TO POST CONN'S WITH (2) ST22 STRAPS MIN. AND A35 CLIPS, U.N.O. PER PLAN AND DETAILS. 7.) ANY DISCREPANCIES BETWEEN FRAMING SHOWN AND FIELD CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ENGINEER OF RECORD. 8.) ALL EXPOSED FRAMING SHALL BE PRESSURE TREATED WITH TREATMENT PROCESS AND APPLICATION APPROPRIATE FOR EXPOSURE ACCORDING TO MFR'S WRITTEN GUIDELINES. 9.) ROOF TRUSS LAYOUT SHALL BE REVIEWED BY ENGINEER AS TRUSS DESIGNS BECOME AVAILABLE FROM TRUSS MANUFACTURER. CONTRACTOR SHALL OBTAIN SIGNED TRUSS REVIEW LETTER FROM THE ENGINEER OF RECORD AND BUILDING DEPARTMENT 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. 2x6 FASCIA BD. 11.) ALL STRUCTURAL MEMBERS SHALL BE FASTENED IN COMPLIANCE WITH 2013 CBC FASTENING SCHEDULE, TABLE 2304.9.1, UNLESS NOTED OTHERWISE. --------------- II (l N II� II II II I RIDGE II II I� II (01 II II it II II II II II I I it II it RIDGE II 12„ I' RIDGE ,I I� II II NI II II �I II Ir====________ II li �I II I I II IL--- II � I II I) II 6:12 6:12 II II �I II (I I II II 6:12 6:12Ld i II � II II II ROOF PLAN L- - -- ====-J III SCALE: 1/8"=l' -O" 2X6 BARGE BD. 24 MAN. G.E. TRUSS CLASS 'A' COMP. SHINGLES 15# FELT 1/2" OSB RADIANT BARRIER CLIP DRAT TO TOP F (2) A35 I 28 BARGE TIES/ OUTRIGGERS TRUSS DF TRUSS OF TRUSS PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES THESE PLANS HAVE BEEN REVIEWED FOR REVIEWED FOR COMPLIANCE CODE COMPLIANCE ONLY WITH THE ATTACHED .- �� BY ---yam` `_ STRUCTURAL CALCULATIONS DATE_.,__- DRAWN BY: 8. RUBANOFF CHECKED: DATE: 3-23-16 j SCALE: 1/4"=l' -O" U.N.O. JOB: OMAR R SHEET # 3 0 8 A ry QCO 12 C0 N Of J � O 0 w U O w U Q 0) w p w = U 0 86 I - w w W J .. Q w 0 n O ry ' < 0Q DRAWN BY: 8. RUBANOFF CHECKED: DATE: 3-23-16 j SCALE: 1/4"=l' -O" U.N.O. JOB: OMAR R SHEET # 3 0 8 A R-19 INSI 2X6 WALL 16" OPEN ROOF EAVES REQUIRE NONCOMBUSTIBLE OR IGNITION RESISTANT MATERIALS SUCH A FIRE RESISTANT PLY. OR FIR RESISTANT OSB IN ACCORDANCE WITH 2013 CRC SECTION 327.7.4 2X6 FASCIA BD. - 1 3/4" X9 1/, - LVL RIM TYP. SECTION A -A --jill H-1 ANCHOR ALL TRUSSES BLOCK BETWEEN TRUSSES 1/2" CCX PLY. AT EAVES r 4X12 BEAM ' 5/8" PLAIN PLY. SAWN ® PORCH SOFFIT MIN 5/8" APA RATED PLYWOOD WITH 8D (0.113 x 2 3/8") NAILS AT 6" O.C. EDGE NAILING, AND 12" O.C. FIELD NAILING. THE EXPOSED UNDERSIDE OF THE CO z EXTERIOR PORCH CEILINGS SHALL DECK RAILS SHALL BE IGNITION RESISTANT OR NON- COMPLY WITH 2013 COMBUSTIBLE. CRC SECTION R327.7.6 CRC SECTION R312 2X6 RIM JOI T 2X4 STUD NALL AT 16" O.C. W/LUC26Z SECTION B -B --jill SECTION C -C {6 BARGE BD. MAN. TRUSSES 2x BLOCKING BETWEEN TRUSSES FOR UPPER CABINETS SERI . CLIP ® LOWER BOTTOM RD & INTERIOR NON NG WALLS INTERSECTIONS l-5/8" GYP BD /2" GYP BD UPPER CABIN BLOCKING/CLIPS ® LBC PERMIT # MJTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DATE_= :12-�- - BY. DRAWN BY, B. RUBANOFF CHECKED, DATE, 3-23-16 SCALE, 1/4"=V-0" U.N.O. JOB: OMAR r. tlyn SHEET # 4 ®' 8 r Q (.0� O Lt_l L0 O 10 W J J U I O I ry M w w U = J Q rn W o w = U � O I— w L d flf ry La _ > < Ld O oL :2 o Ir . Q Q T_ p DRAWN BY, B. RUBANOFF CHECKED, DATE, 3-23-16 SCALE, 1/4"=V-0" U.N.O. JOB: OMAR r. tlyn SHEET # 4 ®' 8 CLASS 'A' COMP. SHINGLES 15# FELT 1/2" OSB RADIANT BARRIER FRONT ELEVATION - - 777=1 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 14"X24" SCREENED G.E. VENT 2X6 BARGE BD. .. ... -. . - . I - . - I ­. . . . -- � - . . . I - I-- I U . * --.- I LEFT ELEVATIIlIr-ON 2X6 FASCIA BD. STUCCO REQUIREMENTS: STUCCO SHALL BE 3 COAT -7/8" THICK MIN. 0/ 2 LAYERS OF GRADE D' PAPER WHERE OCCURS OVER PLYWOOD OR OSB SHEATHING, AND HAVE 26 GA. GALVANIZED WEEP SCREED AT FOUNDATION PLATE LINE AT LEAST 4" ABOVE GRADE OR 2" ABOVE CONCRETE OR PAVING. PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES C DE COM//PLIAONCE DATE CO 2 to BY.---�� I DRAWN BYi i B. RUBANOFF CHECKED1 DATEi 3-23-16 SCALE: 1/4"=1'-0" U.N.O. J11B+ OMAR jf J SHEET # 5 OT 8 r Q CO 12 (D N N .. (3)�O Lr) pLli w W J J U I O - U U Q rn w w U I� 0 = O cn °� Q w W f) W J W p Q:2O rt -,Q Q T- O DRAWN BYi i B. RUBANOFF CHECKED1 DATEi 3-23-16 SCALE: 1/4"=1'-0" U.N.O. J11B+ OMAR jf J SHEET # 5 OT 8 CLASS 'A' COMP. SHINGLES 15# FELT 1/2" OSB RADIANT BARRIER STUCCO EXTERIOR 0/ 3/8" SHEAR PLY. AT REAR & SIDE ELEVATIONS INTERMEDIATE RAILS OR AN ORNAMENTAL PATTERN ON OPEN STAIR RAILINGS SHALL PREVENT PASSAGE OF A 4" DIAMETER SPHERE. THE TRIANGULAR OPENINGS FORMED BY THE RISER, TREAD, & BOTTOM ELEMENT OF A GUARDRAIL AT THE OPEN SIDE OF A STAIRWAY MAY BE OF SUCH SIZE THAT A SPHERE 6" IN DIAMETER CANNOT PASS THROUGH REAR ELEVATION 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 14"X24" SCREENED G.E. VENT 2X6 BARGE BD. STEPS: 11 MIN. TREAD R 4 MAX. ISE 5 RIGHT ELEVATION JILL---- . - 2X6 FASCIA BD. STUCCO REQUIREMENTS: STUCCO SHALL BE 3 COAT -7/8" THICK MIN. 0/ 2 LAYERS OF GRADE 'D' PAPER WHERE OCCURS OVER PLYWOOD OR OSB SHEATHING, AND HAVE 26 GA, GALVANIZED WEEP SCREED AT FOUNDATION PLATE LINE AT LEAST 4" ABOVE GRADE OR 2" ABOVE CONCRETE OR PAVING. ERh.4! # SUTTE COUNTY DEVELOPMENT SERVICES CODE COMPLLIANNCE DATE DRAWN BY, B. RUBANOFF CHECKED; DATE: 3-23-16 SCALE, 1/4"=1'-0" U.N.O. JOB; OMAR R I 41 SHEET # uo 6 OF 8 Iry Q (10 :2 (.0 r N .. O w rn O O w J J rn of � M W W U � wLd p _ U � O F - w w W J .. Q w O O Iz . Q Q I- 0 DRAWN BY, B. RUBANOFF CHECKED; DATE: 3-23-16 SCALE, 1/4"=1'-0" U.N.O. JOB; OMAR R I 41 SHEET # uo 6 OF 8 4" MIN. -WOOD 2X4 GYPSUM WALLBOARD 1/4" X5" LAG SCREW 2' MINN 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 STRAPPING MUST BE IN THE UPPER ° WITH WASHER 0AE-THIRD AND BOTTOM ONE-THIRD EARTHQUAKE STRAPPING 0" IT VERTICAL DIMENSIONS TO RESIST HORIZONTAL DISPLACEMENT NOTE: WATER HEATER(S) ANCHORAGE/ STRAPPING SHALL CONFORM TO 2013 CPC. 3 WATER HEATER D ETAI L LIGHTING MEASURES 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. HIGF EFFICIENCY LUMINAIRES -OUTDOOR HID: CONTAIN ONLY HIGH EFFICIENCY LAMPS AS OUTLINED IN TABLE 150-C, LUMINAIRE HAS FACTORY INSTALLED HID BALLAST. PERt,1ANTLY INSTALLED LUMINAIRES IN KITCHENS SHALL BE HIGH EFFICIENCY LUMINAIRES. UP TO 50% OF THE WATTAGE, AS DET[RMINED IN SEC. 130(C), OF PERMANTLY INSTALLED LUM.NAIRES IN KITCHENS MAY BE IN LUMINAIRES THAT ARE NOT HIGF EFFICIENCY LUMINAIRES, PROVIDED THAT THESE LUMINAIRES ARE CONTROLLED BY SWITCHES SEPARATE FROM THOSE CON TROLLING THE HIGH EFFICIENCY LUMINAIRES. A M NIMUM OF ONE(1) HE LUMINAIRE IS TO BE INSTALLED IN EACH BATHROOM. ALL OTHER LIGHTING IN BATHROOMS SHALL BE HE OR CONTROLLED BY OCCUPANCY SENSOR(S). REFERENCE CA. ENERGY CODE 150(K)5. ALL LIGHTING IN GARAGES, LAUNDRY ROOMS, UTILITY ROOMS SHALL BE HIGH EFFICIENCY LUMINAIRES AND ARE CONTROLLED BY A VACANCY SENSOR(S) I.E. :MANUAL ON, AUTOMATIC OFF. REFERENCE CA. ENERGY CODE 150(x)6. PERIAANTLY 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 SEN')R(S) THAT COMPLIES WITH SECTION 119(D) THAT DOES NOT TURN ON AUTOMATICALLY OR HAVE AN ALWAYS ON OPTION. LUNIINAIRES 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 FIGHT (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 ''HE SAME LOT SHALL BE HIGH EFFICIENCY LUMINAIRES (NOT INCLUDING LIGHTING AROUND SWIMMING POOLS/WATER FEATURES OR OTHER ARTICLE 680 LOCATIONS) OR ARE CONTROLLED BY OCCUPANT SENSOR(S) WITH INTEGRAL PHOTO CONTROL CERTIFIED TO COMPLY WITH SECTION 119(D). NOTE: PROVIDE AN INTERSYSTEM BONDING ELECTRODE WHICH INCLUDES PROVISIONS FOR CONNECTING AT LEAST THREE GROUNDING OR BONDING CO[IDUCTORS REQUIRED FOR COMMUNICATIONS SYSTEMS SHALL BE INSTALLED EXTERNALLY AT THE SERVICE ENTRANCE PANEL AS SPECIFIED IN CEC800.10013 AN[, CEC 250.94 IN -ELECTRICAL PLAN NOTES 0 1. PERMANET WIRE ALL SMOKE DETECTORS ON A DETECTED CIRCUIT 2. THE FOLLOWING GUIDE LINES MUST BE MET ON WALL PLUGS —ANY WALL OVER 2'-0" IN LENGTH SHALL HAVE A RECEPTACLE —PLUGS SHALL BE A MAXIMUM OF 12'-0" APART —PLUGS SHALL BE 6'-0" OF END OF WALL OR OPENING —ALL PLUGS AT KITCHEN, BATHROOMS, OUTSIDE, AND AT THE GARAGE SHALL BE G.F.I. PROTECTED —PROVIDE AT LEAST TWO 20 AMP CIRCUITS AT KITCHEN AND LAUNDRY ROOMS —FIELD VERIFY LOCATION OF SERVICE PANEL AND METER WITH LOCAL BUILDING G.D. & DW. DEPARTMENT AND THE POWER COMPANY RECEPTACLE —THE LOCATION OF PHONE AND T.V. JACKS TO BE OWNER APPROVED PRIOR TO INSTALLATION UNDER SINK —PROVIDE ELECTRICAL FOR HEAT AND AIR UNIT TO BE LOCATED AT THE SITE VERIFY WITH OWNER PRIOR TO CONSTRUCTION ALL PLUGS —PROVIDE 20 AMP BRANCH CIRCUITS AT BATHROOMS LOCATED AT —BATHROOM RECEPTACLES SHALL BE SUPPLIED BY A SEPARATE 20 AMP CIRCUIT KITCHEN COUN— AND SHALL NOT HAVE EXHAUST FAN, LIGHTING OR OTHER OUTLETS ON IT AS TERS SHALL BE —PROVIDE ARC—FAULT CIRCUIT—INTERRUPTER PROTECTION FOR ALL OUTLETS GFCI +42', U.N.O. INCLUDING RECEPTACLE OUTLETS, SWITCH OUTLETS, LIGHTING OUTLETS, AND SMOKE DETECTORS AND SMOKE DETECTORS LOCATED IN BEDROOMS AS PER CEC ARTICLE 210-12. — ALL 15/20 AMPERE RECEPTACLES INSTALLED PER CEC 210.52 SHALL BE LISTED TAMPER RESISTANT RECEPTACLES. — ALL BRANCH CIRCUTS SUPPLYING 15/20 AMPERE OUTLETS IN FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS LIBRARIES, DENS, SUNROOMS, BEDROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS/AREAS SHAL BE PROTECTED BY A LISTED COMBINATION TYPE ARC—FAULT CIRCUT INTERRUPTER — SPECIFY TAMPER RESISTANT RECEPTACLES IN THE DWELLING. ALL 125—VOLT SINGLE PHASE, 15 AND 20 AMP RECEPTACLES SHALL BE LISTED TAMPER— RESISTANT RECEPTACLES. (THROUGHOUT) 2013 CEC ARTICLE 406.11 FOR THIS PROJECT IT ONLY APLLIES TO REWIRING OR ADDITIONS. — ALL WORK ON THIS PROJECT SHALL CONFORM TO THE ADOPTED EDITIONS OF THE 2013 CALIF. ELECT. CODE C.) SMO <E ALARMS OR DETECTORS SHALL NOT BE LOCATED WITHIN UNFINISHED ATTICS OR ,ARAGES OR IN OTHER SPACES WHERE TEMPERATURES CAN FALL BELOW 40 F OR ABOVE 100 F. b.) WHE'RE THE MOUNTING SURFACE MAY BECOME CONSIDERABLY WARMER OR COOLER THAI`' THE ROOM, SUCH AS A POORLY INSULATED CEILING BELOW AN UNFINISHED ATTIC OR AN EXTERIOR WALL, SMOKE ALARMS AND DETECTORS SHALL BE MOUNTED ON AN INSIDE WALL. c.) SMO <E ALARMS OR DETECTORS SHALL BE INSTALLED A MINIMUM OF 20' HORIZONTAL DISTANCE FROM A PERMANENTLY INSTALLED COOKING APPLIANCE EXCEPT IONIZATION SMOKE ALARMS WITH AN ALARM SILENCING SWITCH OR PHOTOELECTRIC SMOKE ALARMS. d.) SMO <E ALARMS SHALL BE INSTALLED NOT LESS THAN A 3 FOOT HORIZONTAL DISTANCE FPOH THE DOOR OR OPENING OF A BATHROOM THAT CONTAINS A BATHTUB OR SHOWER UNLESS THIS WOULD PREVENT PLACEMENT OF OTHER REQUIRED SMOKE ALARMS. e.) SMO <E ALARMS AND DETECTORS SHALL NOT BE IINSTALLED WITHIN A 36" HORIZONTAL PATH FROM THE SUPPLY REGISTERS OF A FORCED AIR HEATING OR COOLING SYSTEM AND SHALL BE INSTALLED OUTSIDE THE DIRECT AIRFLOW FROM THOSE REGISTERS. f.) SMOKE ALARMS AND DETECTORS SHALL NOT BE INSTALLED WITHIN A 36" PATH FROM THE TIP OF THE BLADE OF A CEILING -SUSPENDED (PADDLE) FAN. g.) A St IOKE ALARM OR DETECTOR LOCATED AT STAIRS LEADING TO OTHER OCCUPIED LEVELS SHALL BE LOCATED SO THAT SMOKE RISING IN THE STAIRWAY CANNOT BE PREVENTED FROM REACHING THE SMOKE ALARM OR DETECTOR BY AN INTERVENING DOOR OR OBSTRUCTION. h.) FOR STAIRWAYS LEADING UP FROM A BASEMENT, SMOKE ALARMS OR DETECTORS SHALL BE LOCATED ON THE BASEMENT CEILING NEAR THE ENTRY TO THE STAIRS. �.) SMOI` E ALARMS AND DETECTORS SHALL BE INSTALLED AT THE HIGHEST POINT OF A COFFERED CEILIJG OR ON THE SLOPED PORTION OF THE CEILING WITHIN 12" VETICALLY DOWN FROM THE HIGHEST POINT. AIR—QUALITY r.CTE: FOR AIR QUALITY THE (1) FAN IN THE 1/2 BATH AND BATH #2 SHOULD NOT EXCEED THE SOUND LEVEL OF 1 SONE & THE CFM LEVEL SHOULD EE 50 CFM EACH TOTALING 100 CFM THIS IS BETTER THAN THE 75 CFM THE RESIDENTIAL N'ANUAL 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 f r D 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 AT11C FUQNAC� N01�5 - 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. WATER HEATER NOTES a.) PROVIDE 120V ELECTRICAL RECEPTACLE WITHIN 3 FEET OF THE WATER HTR. AND ACCESSIBLE WITH NO OBSTRUCTIONS. b.) PROVIDE A CATEGORY III OR IV VENT, OR A TYPE B VENT WITH STRAIGHT PIPE BETWEEN THE OUTSIDE TERMINATION AND THE SPACE WHERE THE WATER HTR. IS INSTALLED. c.) PROVIDE A CONDENSATE DRAIN THAT IS NO MORE THAN 2" HIGHER THAN THE BASE OF THE INSTALLED WATER HTR. AND ALLOWS NATURAL DRAINING WITHOUT PUMP ASSISTANCE. d.) PROVIDE A GAS SUPPLY LINE WITH A CAPACITY OF AT LEAST 200,000 BTU/HR. e.) NEW TANK STYLE WATER HEATER SHALL BE PROVIDED WITH AN APPROVED LISTED ADEQUATELY SIZED COMBINATION PRESSURE AND TEMPERATURE RELIEF VALVE. ® THE RELIEF VALVE SHALL BE PROVIDED WITH A DRAIN THAT EXTENDS FROM THE VALVE TO THE OUTSIDE OF THE BUILDING, WITH THE END DRAIN PIPE NOT MORE THAN 2 FEET NOR LESS THAN 6 INCHES ABOVE GROUND AND POINTING DOWNWARD. NO PART OF THE DRAIN PIPE SHALL BE THREADED. CPC SECTION 608.3 & 608.5. NOTE: THE 1/2 BATH AND BATH #2 EXHAUST FANS USED FOR IAO SHALL HAVE WALL PLATES LABLED TO INFORM OCCUPANTS THAT THE FAN SHOULD BE OPERATING WHENEVER THE HOME IS OCCUPIED. CEnC SECTION 150.0(o) & ASHRAE 62.2 SECTION 4. GD FL. C GFCI WP. GFI I I �GFCI FLUOR. I 100 CFM HOOD HOOD FAN OUTLET I O O 6 IL J I DIM. �!�DIM.—J7 DIM. CFM* +42'1 GFI FL. O +18" GFI TYP. I FL I -� I FL. ------------I +18" GFI TYP. NOTE: IF GARAGE DOOR IS PROVIDED WITH AN AUTOMATIC GARAGE DOOR OPENER, SAID OPENER SHALL BE GFCI PROTECTED. REFERENCE CEC 210.8. FL. Wal i GFI II I FL. I I 1 050' I --J L ----I CFM Lr FL. +42' I I -----------A DIM. E I I I _J I FLY F f)T WIRE L 220V.� F FL. i � L—� GFI +42" GFI DIM. L .� ELECTRICAL PLAN DISCONNECT WP. GFI ® CARBON MONOXIDE DETECTOR 110 VOLT INTERCONNECTED WITH BATTERY BACK UP ® SMOKE DETECTOR 110 VOLT WITH BATTERY BACK UP (TYP) ALL SMOKE DETECTORS SHALL BE INTERCONNECTED GAS METER +18" GFI TYP. 0 Z„ D azo �¢(If o_ c� QL)W >� 0w PERMIT It BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE % DATE1-- CLOTHES DRYER NOTES PER CMC 504.3.1.2: INSTALL A LISTED RACEWAY TO ACCOMMODATE EXHAUST DUCT SHALL HAVE A MAXIMUM DEVELOPED LENGTH OF 14' WITH A MAXIMUM OF TWO 90 DEGREE CHECKED: A DEDICATED 208/240—VOLT BRANCH CIRCUT. ELBOWS; EACH ADDITIONAL ELBOW DEDUCTS 2' OF THE RACEWAY SHALL NOT BE LESS THAN TRADE SIZE 1 ALLOWABLE LENGTH. ORIGINATE ATORMAL 1" HE MAIN SIERVICE). THE RACEWAY SHALL OR SUBPANEL AND SHALLE BL DUCTING � TERMINATE INTO A LISTED CABINET, BOX OR OTHER QUIPPED WITH LISTED BACK DRAFT DAMPER AT 1 ENCLOSURE IN CLOSE PROXIMITY TO THE PROPOSED OUTSIDE TERMINATION. L — — — — — LOCATION OF AN EV CHARGER. RACEWAYS ARE REQUIRED A MIN. OF 100 SQ. IN. — — — — — -- TO BE CONTINUOUS AT ENCLOSED, INACCESSIBLE OR OF MAKE UP AIR IS REQ'D. FL. CONCEALED AREAS AND SPACES. THE SEVICE PANEL AND FOR THE DRYER, & SHALL OR SUBPANEL SHALL PROVIDE CAPACITY TO INSTALL BE PROVIDED IN THE DOOR w�- A 40—AMPERE MINIMUM DEDICATED BRANCH CICUIT AND OR BY OTHER APPROVED SPACE(S) RESERVED TO PERMIT INSTALLATION OF A BRANCH MEANS. CMC 504.3.2 CICUIT OVERCURRENT PROTECTIVE DEVICE. THE SERVICE PANEL OR SUBPANEL CIRCUIT DIRECTORY SHALL IDENTIFY THE OVERCURRENT PROTECTIVE DEVICE SPACE(S) RESERVED FOR FUTURE EV CHARGING w AS "EV CAPABLE". THE RACEWAY TERMINATION LOCATION SHALL BE U � PERMANANTLY AND VISIBLY MARKED AS "EV CAPABLE". = ELECTRICAL PLAN DISCONNECT WP. GFI ® CARBON MONOXIDE DETECTOR 110 VOLT INTERCONNECTED WITH BATTERY BACK UP ® SMOKE DETECTOR 110 VOLT WITH BATTERY BACK UP (TYP) ALL SMOKE DETECTORS SHALL BE INTERCONNECTED GAS METER +18" GFI TYP. 0 Z„ D azo �¢(If o_ c� QL)W >� 0w PERMIT It BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE % DATE1-- DRAWN ry B. RUBANOFF CHECKED: DATE: Q CO SCALE: � 1/4"=1'-0" U.N.O. � _ N .. 0 (� O 0 w w J U rn i O W w�- U c w wQ U � D = O � � ~ Q W J W ry W _ J Q W 0 0-- Q O , Dr� O ° Q DRAWN BY: B. RUBANOFF CHECKED: DATE: 3-23-16 SCALE: 1/4"=1'-0" U.N.O. JOB: OMAR a v SHEET # 7 OF 8 01111W D Z ti O mM M -i Cil � M � m O v C z � nC ofn -amM zz0 M, Mo -z-i M m n M _ n D 2 �7 M r r*i M£ N z 00 i - w td CD C CD - C D z O 00 _ Z 0 A RESIDENCE FOR: AMER & MICHELLE OMAR 10 HEATHER CIRCLE OROVILLE CALIF. 95966 A.P.#: 079-130-021 GENERAL STRUCTURAL NOTES 1. GENERAL 3. CONCRETE / REINFORCING CONTINUED 6. FRAMING / LUMBER CONTINUED 9. DESIGN LOADS A) ALL WORK SHALL CONFORM TO THE 2013 CBC AND ALL APPLICABLE LOCAL CODES. 1) REINFORCEMENT COVER SHALL BE AS FOLLOWS: 6-4 POSTS/TRIMMERS: A) THE STRUCTURE HAS BEEN DESIGNED FOR THE FOLLOWING CRITERIA PER CBC CHAPTER 16, LLH LONG LEG HORIZ. ALT ALTERNATE LLV DIVISIONS I, II, III, AND IV U.N.O.: B) THE ENGINEER (SUMMIT STRUCTURAL DESIGN) HAS PROVIDED AND IS RESPONSIBLE FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO SOIL: 3" A.) SUPPORT: SUPPORT ALL UPPER LEVEL POSTS AND TRIMMERS IN LOWER LEVELS WITH BLDG BUILDING LSL SPECIFIC STRUCTURAL ITEMS ONLY. ALL OTHER REQUIREMENTS OF THE BUILDING CODE CONCRETE WITH SOIL OR WEATHER EXPOSURE: EQUIVALENT FRAMING AND BLOCK OR OTHERWISE FRAME POSTS THROUGH FLOOR SYSTEMS. B) SEISMIC: BM INCLUDING WATERPROOFING, FIREPROOFING, DRAINAGE, HANDICAP ACCESSIBILITY, EGRESS #5 BARS AND SMALLER 1 %" MAXIMUM BOTT (B) SEISMIC IMPORTANCE FACTOR: 1 MB REQUIREMENTS, PARKING, AND ALL OTHER DESIGN REQUIREMENTS NOT SPECIFICALLY SHOWN #6 BARS AND LARGER 2" B.) WHERE POSTS WITH COLUMN CAPS OR BEARING PLATES ARE SPECIFIED, THE LOAD IS TO BE MECH MAPPED SPECTAL RESPONSE ACCELERATIONS: Ss = 0.594, S1= 0.258 BTWN IN THE STRUCTURAL DESIGN CALCULATIONS, ARE THE RESPONSIBILITY OF THE CONTRACTOR OR CONCRETE WITHOUT SOIL OR WEATHER EXPOSURE: 3/4" TRANSFERRED TO THE FOUNDATION BY VERTICAL GRAIN ONLY, U.N.O. CB SEISMIC SITE CLASS: D MIN OWNER. SHOULD ANY CHANGES BE MADE FROM THE DESIGN AS SPECIFIED IN THESE CCJ CONTROL JOINT MISC. SPECTRAL RESPONSE COEFFICIENTS: SDS = 0.525, SD1= 0.324, Cs = 0.08 CIP DOCUMENTS WITHOUT THE WRITTEN APPROVAL FROM THE ENGINEER, THEN THE ENGINEER J) REINFORCEMENT SHALL BE GRADE 60 PER ASTM A615 U.N.O. LAP BOTTOM REINFORCING (60) 6-5 WALL FRAMING: CJ SEISMIC DESIGN CATEGORY: D (N) WILL ASSUME NO RESPONSIBILITY FOR ANY ELEMENT OR SYSTEM OF THE STRUCTURE. BAR DIAMETERS U.N.O. AND'LAP TOP REINFORCING, PLACED ABOVE 12" OF CONCRETE OR CLEA c NS BASIC SEISMIC -FORCE -RESISTING SYSTEM: LIGHT FRAMED SHEAR WALLS CMU CONCRETE MASONRY UNITS MORE, (80) BAR DIAMETERS U.N.O. A.) DOUBLE TOP PLATE SPLICES: SPLICES AND JOINTS IN DOUBLE TOP PLATE OF STUD BEARING COL SEISMIC BASE SHEAR: 7.4 KIPS C) THE DRAWINGS AND CALCULATIONS REPRESENT THE FINISHED STRUCTURE, AND, UNLESS CONC WALL SHALL OCCUR AT THE CENTER LINE OF SUPPORTING STUD. TOP PLATE SPLICES OF STUD OC RESPONSE MODIFICATION FACTOR: R = 6.5 CONN SPECIFICALLY NOTED OTHERWISE, DO NOT SHOW THE METHOD OF CONSTRUCTION. THE K) #5 AND LARGER REBAR SHALL NOT BE RE-BENT. WALLS SHALL BE 48" LONG WITH (12) 16d SINKERS EACH SIDE OF EACH SPLICE U.N.O. WHERE CONSTR ANALYSIS PROCEDURE USED: EQUIVALENT STATIC FORCE PROCEDURE OH CONTRACTOR IS RESPONSIBLE FOR THE METHOD OF CONSTRUCTION, AND SHALL PROVIDE ALL CONT SPLICE IS INTERRUPTED, USE ST6224 STRAP U.N.O. OPNG OPENING CONTR MEASURES NECESSARY TO PROTECT THE PUBLIC, CONSTRUCTION WORKERS, AND THE L) ALL REINFORCING STEEL AND ANCHOR BOLTS SHALL BE ACCURATELY LOCATED AND OVERSIZE ROUND HOLE C) WIND: PDF STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE FORMING, SHORING, ADEQUATELY SECURED IN POSITION BEFORE AND DURING CONCRETE PLACEMENT. B.) FIRE BLOCKS: FIRE BLOCK STUD WALLS AT MID -HEIGHT WHERE STUD LENGTH EXCEEDS 10'-0". PERP WIND SPEED: 110 MPH CTSK BRACING, SCAFFOLDING, ETCETERA. PL PLATE DBL WIND EXPOSURE: C PLWD PLYWOOD DF C.) MIS -PLACED ANCHOR BOLTS: WHERE ANCHOR BOLTS HAVE BEEN INCORRECTLY PLACED, PLCS PLACES D) IF A PARTICULAR FEATURE OF CONSTRUCTION IS NOT FULLY SHOWN ON THE DRAWINGS OR IN 6. FRAMING/LUMBER USE SIMPSON SET EPDXY WITH ANCHOR OF SAME DIAMETER WITH 7" EMBEDMENT IN D) LIVE LOADS: PT THE CALCULATIONS, THEN IT SHALL BE CONSTRUCTED IN THE SAME CHARACTER AS SIMILAR D1 CONCRETE AND INSTALLATION PER MANUFACTURERS RECOMMENDATIONS AND CURRENT P/C ROOF 20 PSF REDUCIBLE EA CONDITIONS THAT ARE SHOWN ON THE DESIGN DOCUMENTS. 6-1 MATERIALS: ICC REPORT. EF FLOOR 40 PSF 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 STRI.°CTURAL DRAWINGS. REVIEW OF SHOP DRAWINGS BY THE ENGINEER OF RECORD DOES NOT GU7,,RANTEE 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. 1) SPECIAL INSPECTION: SPECIAL INSPECTION PER SECTION 1701 OF THE CBC SHALL BE PROVIDED FOR THE FOLLOWING TYPES OF CONSTRUCTION: EPDXY/MECHANICAL CONCRETE ANCHORS (IF APPLICABLE) THE SPECIAL INSPECTOR SHALL BE ACCEPTABLE TO THE STRUCTURAL ENGINEER AND BUILDING DEPARTMENT, SHALL BE ICBO QUALIFIED, AND THEIR EXPERIENCE SHALL BE COMMENSURATE WITH THIS TYPE OF PROJECT. 2. SITE WORK / FOUNDATIONS A) ASSUMED MAXIMUM SOIL BEARING = 1500 PSF PER CBC TABLE 1806.2 (NO SOILS REPORT PROVIDED). B) BUILDING SITE IS ASSUMED TO BE DRAINED AND FREE OF CLAY OR EXPANSIVE SOIL. ENGINEER HAS NOT MADE A GEOTECHNICAL REVIEW OF SITE, ANY OTHER CONDITIONS ENCOUNTERED MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER. C) THESE CALCULATIONS ASSUME STABLE, UNDISTURBED SOILS AND LEVEL OR STEPPED FOOTINGS, ANY OTHER CONDITIONS SHOULD BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO THE CONSTRUCTION OF THE FOUNDATIONS. D) ALL FOOTINGS INCLUDING RETAINING WALL FOOTINGS, SPREAD FOOTINGS, WALL FOOTINGS, AND GRADE BEAMS SHALL BEAR ON UNDISTURBED SOIL WITH A FOOTING DEPTH BELOW FROSTLINE (12" TO 24" AS PER LOCAL REQUIREMENTS). E) BOTTOM OF ALL FOUNDATION TRENCHES SHALL BE CLEAN AND LEVEL. F) ALL FINISHED GRADE SHALL SLOPE AT A MINIMUM SLOPE OF 5% AWAY FROM ALL FOUNDATIONS A MINIMUM OF 10 FEET HORIZONTAL. G) FOUNDATIONS SHALL NOT BE SCALED FROM PLAN OR DETAIL DRAWINGS. H) FILL MATERIAL SHALL BE FREE FROM DEBRIS, VEGETATION, AND OTHER FOREIGN SUBSTANCES. 1) USE 4' DIAMETER PERFORATED PIPE SUB -DRAIN BEHIND ALL RETAINING WALLS. SLOPE PIPE TO DRAIN TO DAYLIGHT. J.) FOR FOOTINGS PLACED ON OP. 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. 3. CONCRETE / REINFORCING A) CONCRETE SHALL HAVE A MINIMUM 28 DAY STRENGTH OF 2,500 PSI U.N.O. C) ALL CEMENT USED SHALL CONFORM TO ASTM C-150 AND SHALL BE TYPE II OR TYPE III LOW ALKALI. D) AGGREGATE SHALL CONFORM TO ASTM C-33 AND SHALL NOT CONTAIN MATERIALS WHICH ARE ALKALI REACTIVE AS DETERMINED BY ASTM C-227, 289, AND 295. IF TEST DATA IS UNAVAILABLE IN REGARDS TO ALKALI REACTIVE MATERIALS, PROVIDE CEMENT WITH A MAXIMUM ALKALI CONTENT LESS THAN 0.45% BY WEIGHT. E) CONCRETE EXPOSED TO FREEZING OR THAWING SHALL BE PROTECTED IN ACCORDANCE TO THE LATEST EDITION OF THE ACI 318. F) SLABS ON GRADE SHALL BE PER THE CONTRACTOR. SUMMIT STRUCTURAL DESIGN RECOMMENDS THE FOLLOWING AS A MINIMUM SLAB -ON -GRADE: AT GARAGE SLABS, USE 4" THICK S.O.G. WITH #3 BARS AT 15" O.C. EACH WAY ABOVE MID -DEPTH OF SLAB OVER 2" SAND, OVER MOISTURE BARRIER, OVER 4" AGGREGATE BASE. USE 3-1/2" SLAB WITH #3 AT 15" E.W. ABOVE MID -DEPTH OF SLAB, OR 6X6 WWF ABOVE MID -DEPTH OF SLAB WITH SAME SUB -SLAB BUILDUP AT ALL OTHER AREAS. G) SAW -CUT TOP 3/4" OF SLAB FOR CRACK CONTROL AT INTERVALS NOT TO EXCEED 10'-0" WHERE SLAB IS REINFORCED, SAW CUT AT INTERVALS NOT TO EXCEED 7'-0" WHERE SLAB IS UN -REINFORCED. A.) SHEATHING: 1. ROOF SHEATHING: SEE PLANS 2. FLOOR SHEATHING: SEE PLANS 3. WALL SHEATHING: SEE PLANS B.) GLUE -LAMS: GLUE -LAMS SHALL BE 24F -V4 U.N.O. WITH A CAMBER OF R=1600' U.N.O. GLUE -LAMS EXPOSED TO WEATHER MUST BE RATED FOR EXTERIOR USE BY THE MANUFACTURER. GLUED LAMINATED FABRICATON SHALL BE PERFORMED IN AN APPROVED FABRICATORS SHOP IN ACCORDANCE WITH CBC 2303.1.3, AITC A190.1, AND ASTM D 3737. BEAM INSPECTION CERTIFICATES SHALL BE SUBMITTED TO THE FIELD INSPECTOR PRIOR TO COMPLETION OF FRAME INSPECTION IN ACCORDANCE WITH CBC 1704.2. C.) MICRO -LAMS: MICRO -LAMS (LAMINATED VENEER LUMBER) SHALL HAVE FB = 3100 PSI AND FV = 285 PSI MIN., AND SHALL BE MANUFACTURED, APPROVED AND IDENTIFIED AS PER NER-481. D.) SILL PLATES: SILL PLATES SHALL BE PRESSURE TREATED DOUGLAS FIR WITH 1/2" DIAMETER ANCHOR BOLTS AND 3" X 3" X.229" PLATE WASHERS LOCATED AT 6'-0" O.C. MAX. WITH ONE BOLT LOCATED 1'-0" MAXIMUM FROM EACH END OF EACH PIECE. RE -TREAT CUT ENDS WHERE REQUIRED. E.) FRAMING LUMBER: ALL FRAMING LUMBER SHALL BE DOUGLAS FIR LARCH AS GRADED BY THE W.W.P.A. OR W.C.L.I.B. AND SHALL HAVE A MOISTURE CONTENT LESS THAN 19%, U.N.O. 1. STUDS SHALL BE STUD GRADE OR BETTER. 2. ALL POSTS SHALL BE DF -L #1 U.N.O. 3. 2X AND 3X RAFTERS SHALL BE DF -L #2 U.N.O. 4. 2X JOISTS SHALL BE DF -L #2 U.N.O. 5. CONCEALED BEAMS SHALL BE DF -L #2. 6. EXPOSED BEAMS SHALL BE DF -L #1 APPEARANCE GRADE FOHC (4X6 AND LARGER). 7. ALL BEAMS 6X AND LARGER SHALL BE FREE OF HEART CENTER. I F.) NAILS: ALL NAILS SHALL BE COMMON U.N.O. WHERE EXPOSED TO WEATHER OR WITHIN 18" OF FOUNDATION, NAILS SHALL BE GALVANIZED. G.) BOLTS AND LAG SCREWS: BOLTS AND LAG SCREWS SHALL BE ASTM A-307 U.N.O. AND PROVIDED NEW AND WITHOUT EXCESSIVE RUST. H.) ALL HARDWARE CALLED SHALL BE SIMPSON STRONG -TIE CO., OR ENGINEER APPROVED EQUIVALENT, INSTALLED PER MANUFACTURER'S RECOMMENDATIONS WITH ALL HOLES FILLED WITH RECOMMENDED FASTENERS. USP HARDWARE MAY BE USED IN LIEU OF SIMPSON HARDWARE WITH WRITTEN APPROVAL FROM STRUCTURAL ENGINEER OF RECORD. ALL METAL HANGERS, CONNECTORS, AND FASTENERS IN CONTACT WITH PRESSURE TREATED WOOD SHALL BE STAINLESS STEEL OR OTHERWISE CERTIFIED BY THE MANUFACTURER TO RESIST CORROSION CAUSED BY THE SPECIFIC TREATMENT APPLIED TO THE WOOD AND/OR METALS. I.) MANUFACTURED "I" JOISTS: MANUFACTURED I JOISTS (SUCH AS TRUSS JOISTS) SHALL BE INSTALLED PER THE MANUFACTURES RECOMMENDATIONS USING A DEFLECTION LIMIT OF L/480 UNLESS NOTED OTHERWISE. USE A MANUFACTURED 1-1/4" RIM BOARD (SUCH AS TIMBER STRAND) WITH ALL "I" JOISTS. USE A DOUBLE RIM OR 1-3/4" LVL RIM AT ALL LOCATIONS WHERE LEDGERS ARE USED (SUCH AS 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, ETCETERA. C.) BLOCKING: PROVIDE SOLID BLOCKING IN JOIST FRAMING ABOVE ALL SUPPORTS D.) CRIPPLE WALLS: CRIPPLE WALLS SHALL BE A MINIMUM OF 14" IN HEIGHT. FOR LESSER HEIGHTS, STACK 2X PLATES (AND SHIM AS REQUIRED). E.) NOTCHED OR CUT STUDS: NOTCHED AND/OR CUT STUDS 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 WALL FRAME. STEEL STRAPS WHICH DO NOT REQUIRE THE CUTTING OF STUDS ARE AN ACCEPTABLE ALTERNATIVE. G.) SEE NOTE 6-1 D FOR SILL AND ANCHOR BOLT SPECIFICATIONS. H.) WALL FRAMING RECEIVING NAILING AT 3" ON CENTER OR LESS SHALL BE 3X NOMINAL U.N.O. PER PLANS AND DETAILS. 6-6 CONNECTIONS: A.) HOLES FOR THROUGH BOLTS SHALL BE DRILLED 1/16" OVERSIZE. B.) ALL BOLTS, NUTS, AND LAG SCREWS SHALL BE PROVIDED WITH FLAT OR MALLEABLE WASHERS WHERE BEARING AGAINST WOOD. C.) ALL BOLTS AND LAG SCREWS SHALL BE TIGHTENED UPON INSTALLATION AND RE -TIGHTENED BEFORE CLOSING IN OR AT COMPLETION OF JOB. D.) LAG SCREWS SHALL BE SCREWED, NOT DRIVEN, INTO PLACE. 8. ROOF FRAMING 8-1 PREFABRICATED ROOF TRUSSES: A) PREFABRICATED ROOF TRUSSES: PREFABRICATED ROOF TRUSSES SHALL BE DESIGNED BY THE TRUSS FABRICATOR PER THE REQUIREMENTS OF THE ARCHITECTURAL AND STRUCTURAL DRAWINGS AND CBC 2303.4. B) COMPLETE CALCULATIONS AND SHOP DRAWINGS INCLUDING LAYOUT, SIZE OF MEMBERS, AND CONNECTION DETAILS, STAMPED AND SIGNED BY AN ENGINEER LICENSED IN THE STATE OF CALIFORNIA, SHALL BE REVIEWED BY THE ENGINEER OF RECORD PRIOR TO TRUSS FABRICATION. C) TRUSS DESIGN LOADS: TOP CHORD LIVE LOAD: 20 PSF REDUCIBLE TOP CHORD DEAD LOAD: 10 PSF BOTTOM CHORD DEAD LOAD 8 PSF 1 V 1 rtL Uwmu Jo F.;[ UPLIFT LOAD AS REQUIRED BY THE 2013 CBC D) TRUSS BRIDGING SHALL BE AS REQUIRED AND SPECIFIED BY THE TRUSS FABRICATOR. E) TRUSS MANUFACTURER SHALL OBTAIN ALL NECESSARY APPROVALS FROM THE PUBLIC AGENCIES INVOLVED IN GOVERNING CONSTRUCTION. F) TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING MAXIMUM DEFLECTIONS UNDER DESIGN LOADS: LIVE LOAD DEFLECTION = L/360, TOTAL LOAD DEFLECTION = L/240 ABBREVIATIONS AB ANCHOR BOLT K KIPS ADDT ADDITIONAL L ANGLE AD1 ADJACENT LLH LONG LEG HORIZ. ALT ALTERNATE LLV LONG LEG VERT. ARCH ARCHITECTURAL LONG LONGITUDINAL BLDG BUILDING LSL LONG SLOTTED HOLE BLKG BLOCKING LVL LAMINATED VENEER LUMBER BM BEAM MAX MAXIMUM BOTT (B) BOTTOM MB MACHINE BOLTS BTF BEAT TO FIT MECH MECHANICAL BTWN BETWEEN MFR MANUFACTURER CB CARRIAGE BOLTS MIN MINIMUM CCJ CONTROL JOINT MISC. MISCELLANEOUS CIP CAST -IN-PLACE CONCRETE MTL METAL CJ CONSTRUCTION JOI".;T (N) NEW CLR CLEA c NS NEAR SIDE CMU CONCRETE MASONRY UNITS NSA I IEL SON S i _I� AN+: PGR COL COLUMN NTS NOT TO J,/LE CONC CONCRETE OC ON CENTER CONN CONNECTION OD OUTSIDE DIAMETER CONSTR CONSTRUCTION OH OPPOSITE HAND CONT CONTINUOUS OPNG OPENING CONTR CONTRACTOR OVS OVERSIZE ROUND HOLE CP COMPLETE PENETRATION PDF POWDER DRIVEN FASTENER CTR CENTER PERP PERPENDICULAR CTSK COUNTERSINK PL PLATE DBL DOUBLE PLWD PLYWOOD DF DOUGLAS FIR PLCS PLACES DF -L DOUGLAS FIR - LARCH PP PARTIAL PENETRATION DIA DIAMETER PT PRESSURE TREATED D1 DOUBLE JOIST P/C PRECAST CONCRETE EA EACH P/T POST -TENSIONED EF EACH FACE REINF REINFORCEMENT EL ELEVATION (DATUM) REQ'D REQUIRED ELEV ELEVATION (VIEW) OR ELEVATOR SC SLIP CRITICAL EN EDGE NAILING SEOR STRUCTURAL ENGINEER OF EQ EQUAL RECORD ES EACH SIDE SHTG SHEATHING (E) EXISTING SIM SIMILAR EXP EXPANSION SOG SLAB -ON -GRADE EXT EXTERIOR STD STANDARD EW EACH WAY STIFF STIFFENER FF FINISH FLOOR STL STEEL FIN FINISH SQ SQUARE FJ FLOOR JOIST SS STAINLESS STEEL FLR FLOOR SWS SHEAR WALL SCHEDULE FNDN FOUNDATION SYM SYMMETRICAL FOHC FREE OF HEART CENTER T&B TOP & BOTTOM FOS FACE OF STUD TO(P) TOP OF (PLYWOOD) FS FAR SIDE TOC TOP -OF -CONCRETE FTG FOOTING TOF TOP -OF -FOOTING GA GAUGE TOS TOP -OF -STEEL GALV GALVANIZED TOW TOP -OF -WALL GLB GLUE -LAM BEAM TN TOE NAIL HDG HOT DIPPED GALVANIZED TYP TYPICAL HDR HEADER LINO UNLESS NOTED OTHERWISE HGR HANGER (SIMPSON) VERT VERTICAL HORIZ HORIZONTAL WP WORKPOINT ID INSIDE DIAMETER WWF WELDED WIRE FABRIC INT INTERIOR W/ WITH JST JOIST W/0 WITHOUT JT JOINT PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES CODE VIEWEDOLLIANC E DATE 6- & BY� .. QR�F ESSIO��� K. 1 fNO. /75688' 6/ 0/16 JJ CIVIL FOF CAO 4/15/16 T111 SE P ANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS -APO, i i 383 Rio Lindo Ave. Suite 200 Chico, CA 95926 P. 530.592.4407 SummitChico.com 1 W J W UO zry- n W W _J ry, U CSC r G Erj� .-----J W_ REVISIONS: DATE: 4/15/16 SCALE: NTS DRAWN BY: RKB___ JOB NUMBER: 16-184 SHEET: SN r 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/HUS212-2V 16d 16d 4X8/4X10/4X12 HU48TF HU410TF HU412TF / / 16d 10d 6XB/6X10/6X12 HU68TF/HU610TF/HU612TF 16d 16d TJI/BCI ITS 10d NOT REQ'D LVL/PSL HGLTV 16d 16d GLU-LAM HGLTV 16d 16d IV V I tJ: 1. PROVIDE SKEWED AND SLOPED HANGER WHERE REQUIRED. 2. PROVIDE HANGER WITH ONE OR BOTH FLANGES CONCEALED WHERE REQUIRED. 3. SEE PLANS AND DETAILS FOR HANGER AT SPECIAL CONDITION. 4. PROVIDE APPROPRIATE FASTENER AT ALL FASTENER HOLES U.N.O. 5. FASTENER SIZES: 16d=0.162" DIA. X 3 1/2" LENGTH 10d=0.148" DIA. X 3" LENGTH, 10d X 1 1/2"=0.148" DIA. X 1 1/2- LENGTH 6. PROVIDE HANGERS AND FASTENERS WITH CORROSION PROTECTION APPROPRIATE FOR CONNECTION APPLICATION AND ENVIRONMENT. .............. .............. . _..i....,�� _ WALL CONTINUES WHERE �-OCCURS PER PLAN a +I (5) 16d ++� + ' + AT EXISTING FOUNDATIONS AND AT MISSED AB PROVIDE 1/2 DIAMETER TITEN HD AT REQUIRED SPACING WITH 4" EMBED, 1 3/4" MINIMUM EDGE DISTANCE, 8" MINIMUM END DISTANCE, AND 8" + MINIMUM SPACING. LOCATE AND AVOID ALL REINFORCING PRIOR TO PARTIAL PLAN AT TOP PLATE CORNER AND TEE DRILLING. INSTALL PER MANUFACTURER'S RECOMMENDATIONS DBL 2X TOP PLATE 274' STTE STRAP, U.N.O., SOLE PLATE NAIL 12" MAX 4'-0" MAX AT (3) STORY AND TALLER PER DETAIL BELOW CENTERED ON DISCONTINUITY 6'-0" MAX AT 1 AND 2 STORY _ SPACING PER SHEAR 5" MIN WALL SCHEDULE,(SEE SHEAR WALL SCHED.) ^ OTHERWISE 16d AT 8" STUD DIRECTLY UNDER SPLICE, TYP. TYPICAL TOP PLATE DISCONTINUITY (5) 16d AT CORNER OR INTERSECTING WALL 16d SINKERS AT 16" O.C. 4'-0" MIN. LAP LENGTH TYP 16d (12) MIN. BETWEEN SPLICES 16d SINKERS AT 16" O.C. (12) (12) MIN. BETWEEN SPLICES SINKERS AT 16" O.C. MIN. BETWEEN SPLICES 1/2" MIN7' 1/2" MIN RIM BELOW' PER PLAN ® O.C., TYP SOLE PLATE NAIL PER SHEAR WALL SCHEDULE, TYP _ _ - _ _ _ _ / UP TO 5'-0" A35 CLIP AT EACH SIDE OF POSTS AND MULTIPLE KING STUDS. USE A34 AT 4X WALLS Q C STUD DIRECTLY DBL 2X UNDER SPLICE, TYP. , TOP PLATE PLY AND NAILING FRAMING PER PER PLAN INTERSECTING WALL OR CORNER WHERE OCCURS -d PLAN WHERE TYPICAL TOP PLATE SPLICE OCCURS TYPICAL )IMPSON HANGER SCHEDULE 12 TYPICAL TOP PLATE SPLICE DETAIL NO SCALE S D 1 NO SCALE 2 1/2" MAX. DEPTH FOR 2X4 PLATE 3 1/2" MAX. DEPTH FOR 2X6 PLATE 0 -"-5 1/2" MAX A N A N Nor SHEAR PLY AND PROVIDE SIMPSON RPS22 NAILING PER PL) STRAP AT EACH PLATE, TOP PLATE (2) MIN PER NOTCH-",, OTCH PER 9/SD1 HOLDOWN AND PER SCHEDULE III I I 1 1/2" WALL FRAMING MAX, TYP. PER PLAN, TYP r --PIPE AS OCCURS NOTE: DO NOT BORE HOLES OR CUT NOTCHES IN STRUCTURAL WALL PLATES GREATER THAN 113 THE PLATE WIDTH WITHOUT WRITTEN CONSENT FROM THE ENGINEER OF RECORD. TYPICAL TOP PLATE NOTCH DETAIL NO SCALE 8" -- - C 1 NOTCHING AND BORING /PERMITTED IN THIS REGION Ls/3 Ls CD_; STRUCTURAL WALL STUD CONTINUOUS WA WH_RE OCCURS- 11 TY -a fir......._._. PARTIAL PLAN AR PLY AND NAILING PER PLAN 9 TYPICAL RIM/BLOCK NAILING DETAIL SDI NO SCALE - F� K. �F Fav �2 OfNo. 75688' E a. 6/ 0/16 civo- gTFOF CALF 4/15/16 THESE PLANS HAVE BEEN REVIEWED PT DF -L FOR COMPLIANCE ONLY WITH THE SILL ATTACHED STRUCTURAL CALCULATIONS �; ii II I fil U II 7" MIN PLATE WASHER II " _ X 3" X .229", TYP­­/FIJI MASA/MASAP ANCHOR OPTION PER NOTE 4 BOTPLATE 1/2" DIA AB WITH PER 2" HOOK, TYP FNDN PER PLAN PLAN GENERAL NOTES: 1.) SILL PLATE SHALL BE 2X PT DF -L UNLESS NOTED OTHERWISE IN SHEAR WALL SCHEDULE. 2.) PROVIDE (2) BOLTS MIN PER SILL PLATE. 3.) DIAGONALLY SLOTTED PLATE WASHERS WITH A MAXIMUM SLOT LENGTH OF 1 3/4" MAY BE USED WHEN A STANDARD CUT WASHER IS ADDED BETWEEN THE PLATE WASHER AND NUT. 4.) CONTACT SUMMIT STRUCTURAL DESIGN FOR MASA/MASAP ANCHOR OPTION IN LIEU OF ANCHOR BOLTS. 5.) AT SHEAR WALLS, PLATE WASHER MUST BE LOCATED 1/2" OR LESS FROM THE INSIDE FACE OF SHEATHING. 6 TYPICAL FNDN ANCHOR BOLT DETAIL 3 SDI NO SCALE SDI TOP PLATE PER 9/SD1 MAX STUD SPACING A.B. PER 3/SD1 OR SILL PLATE NAILING PER 6 /SD1 STUD WALL ELEVATION KEY ® HEADER PER PLAN ® TRIMMERS PER SCHEDULE O OPENIN G 11111110 KING STUDS PER SCHEDULE UP TO 5'-0" A.B. PER 3/SD1 OR SILL PLATE NAILING PER 6 /SD1 STUD WALL ELEVATION KEY ® HEADER PER PLAN ® TRIMMERS PER SCHEDULE © KING STUDS PER SCHEDULE UP TO 5'-0" A35 CLIP AT EACH SIDE OF POSTS AND MULTIPLE KING STUDS. USE A34 AT 4X WALLS Q BLOCK AT ALL SHEATHING SPLICES, AND AT 10'-0" MAX UNBRACED STUD LENGTH Q NAIL MULTIPLE TRIMMERS/KING STUDS TOGETHER WITH 16d AT 12" O.C. STAGGERED © STUD PER PLAN DF 2 AT 16" O.C. U.N.O. ® POST PER PLAN WHERE OCCURS 2X WALL OPENING SCHEDULE (U.N.O. ON PLAN) (110 MPH, EXPOSURE C) OPENING WIDTH TRIMMER/S KING STUD/S UP TO 3'-0" 0) (1) UP TO 5'-0" (2) (1) UP TO 10'-0" (2) (2) UP TO 16'-0" (2) (3) HOLDOWN SCHEDULE (*SEE ALL NOTES BELOW*) "SIMPSON"-MINIMUM HOLDOWN MODEL NUMBER DISTANCE FROM HOLDOWN CENTER OF POST CONCRETE ANCHOR SIZE TO FACE OF POST CONCRETE ANCHOR TYPE HOLDOWN FASTENERS AT POST MINIMUM STEM WALL yylDTH SINGLE POUR CONDITION TWO POUR CONDITION HDU2 DBL 2X 1 5/16" SSTB16.. = SSTB20 6 SCREWS 6" HDU4 DBL 2X 1 5/16" SSTB20 SSTB24 10 SCREWS 6" z• q. :A 383 Rio Lindo Ave. Suite 200 Chico, CA 95926 P. 530.592.4407 SummitChico.com I E I I �• U 1 L.0 �! W U O TYPICAL HOLDOWN SCHED E 2 z� S D 1 NO SCALE LU w0 60% .._- O 3 1/2- Lu PICAL CORNER HOEDOWN DETAIL TYPICAL STUD WALL ELEVATION 5 TYPICAL HOLDOWN SCHED E 2 ACTUAL S D 1 NO SCALE LU V 60% .._- O 3 1/2- SDI NO SCALE GENERAL NOTES: NO SCALE ('_SD1 2 1/16- /16"6" STRAP 5 1/2" _ CORNER WHERE OCCURS 2 3/16" U 1.) HOLDOWNS SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. TOP PLATE PER 9/SD1 Q C p[ I NAILING PER PLAN G LLJ 2.) AT Jh MUDSILL USE "S T BL ` E9SION OF ANCHOR LISTED ABOVE. "�`� CS16 STRAP X (10'-0" + OPENING = A35 AT 2'-8" O.C. LI SPACING I I I I I II II E. N. 3.) DOUBLE STUDS SHALL BE NAILED TOGETHER WITH 12d (DIA.=0.135") AT L)' O.C. STAGGERED. ) PERMIT# Q A .. f WALL SCHED. LU i TOP PLATE PER 9/SD1 HEADER N KING STUDS " MFR., 1/8MIN. i PICAL CORNER HOEDOWN DETAIL TYPICAL STUD WALL ELEVATION 5 TYPICAL HOLDOWN SCHED E 2 ACTUAL S D 1 NO SCALE 409 40% 60% .._- O 3 1/2- SDI NO SCALE (SD1 NO SCALE ('_SD1 2 1/16- /16"6" STRAP 5 1/2" _ CORNER WHERE OCCURS 2 3/16" 2 3/16" SHEAR PLY AND 2X4 BLK'G TOP PLATE PER 9/SD1 16d NAILS AT LA PED CORNERS, TYP AND SPACING I NAILING PER PLAN - _ - ° ° 12d ®7" O.C. 8d ®6" O.C. CS16 STRAP X (10'-0" + OPENING = A35 AT 2'-8" O.C. LI SPACING I I I I I II II E. N. PROVIDE GAP BETWEEN II LI i.I F.N. PER SHEAR PERMIT# A PANELS AS REQ'D. BY WALL SCHED. RuTTE COUNTY DEVELOPMENT SERVICES i TOP PLATE PER 9/SD1 HEADER N KING STUDS " MFR., 1/8MIN. I I I I I I I REVIEWED FOR CODE COMPLIANCE -�-,.• PER PLAN # MAY VARY I I I I I I E.N. PER SHEAR II II ,WALL SCHED. DATE --6-1,, , - BY j� BLOCK AS REQ'D. II II I,I LI I PER I AT o PROVIDE CONTINUOUS STRAP OVER I'I II II PER PLAN SHEAR WALL SCHED. NON-STRUCTURAL WALL STUD STUD WIDTH NOTCHING BORING NOMINAL ACTUAL 25% 409 40% 60% 4" 3 1/2- 7/8" 1 3/8" 1 3/8" 2 1/16- /16"6" 6" 5 1/2" 1 3/8" 1 2 3/16" 2 3/16" 3 1/4" NOTES: 1.) STRUCTURAL WALL STUDS SHALL NOT BE NOTCHED GREATER THAN 25% 2. NON-STRUCTURAL WALL STUDS SHALL NOT BE NOTCHED GREATER THAN 40% 3. STRUCTUAL WALL STUDS SHALL, NOT BE BORED GREATER THAN 40% 4. NON-STRUCTURAL WALLS MAY BE BORED UP TO 60% WHERE STUDS ARE DOUBLED AND NOT MORE THAN (2) SUCH SUCCESSIVE DOUBLED STUDS ARE SO BORED. 5.) BORED HOLES SHALL BE AT CENTERLINE OF STUD WITH GREATER THAN 5/8" OF MATERIAL FROM STUD EDGE TO HOLE EDGE. 6.) NOTCHES AND BORED HOLES SHALL NOT OCCUR AT THE SAME SECTION. TYPICAL WALL FRAMING PENETRATIONS NO SCALE 10 SDI SHEAR WALL LEGENDN STRUCTURAL SHEAR WALL TYPE "N" FOR A MINIMUM L=X' -Y" LENGTH OF X' -Y" PER SCHEDULE BELOW. ALL EDGES, T BLK G PLYAT / TYP. I I II II I I I I I I SHEAR COMPRESSION POST AS REQ'D PANEL EDGE PANEL FIELD BLOCK TYP. OPENING WIDTH WALL 1 2 OPENING 1/2 OPENING T. MIN. TO EN - I I PLY PER SHEAR WALL SCHED. PER HD SCHED. LOAD TYPE HT. MIN. TO END AND SPACING OF SHEAR WALL TRIMMERS = # MAY VARY AND SPACING OF SHEAR WALL 16" MAX STUD I I I°I II I°I I I 2X MUDSILL AB 0 3'-9" O.C. 12d ®7" O.C. 8d ®6" O.C. CS16 STRAP X (10'-0" + OPENING = A35 AT 2'-8" O.C. LI SPACING I I I I I II II WIDTH) LONG ABOVE AND BELOW c� I'I II I I`I II 8d ® 4" O.C. 8d 0 12" O.C. A35 AT 1'-8N O.C. OPENING WITH 10d NAILS AT 2 1/16" z II I I I I SHEAR PLY SOLE PLATE I I I I( I I l l I H.D. RBC AT l'-2 O.C. O.C. CENTERED ON OPENING. WRAP a AT CORNERS WHERE THEY OCCUR. II I°I •I AND NAILING FASTENING PER II II I,I LI I PER I o PROVIDE CONTINUOUS STRAP OVER I'I II II PER PLAN SHEAR WALL SCHED. II I II II SCHED. II SHEAR WALL LEGENDN STRUCTURAL SHEAR WALL TYPE "N" FOR A MINIMUM L=X' -Y" LENGTH OF X' -Y" PER SCHEDULE BELOW. SHEAR WALL SCHEDULE - 3/8" THICK SHEATHING AND 16" O.C. STUD SPACING (*SEE ALL NOTES BELOW*) SHEAR MUDSILL THICKNESS SOLE PLATE PANEL EDGE PANEL FIELD "SIMPSON" ALLOW. WALL AND 1/2" DIAMETER NAIL SIZE NAIL SIZE NAIL SIZE A35 AND RBC LOAD TYPE ANCHOR BOLT SPACING AND SPACING AND SPACING AND SPACING CLIP SPACING (PLF) 2X MUDSILL AB 0 3'-9" O.C. 12d ®7" O.C. 8d ®6" O.C. Sd ®12" O.C. A35 AT 2'-8" O.C. 260 RBC AT 1'-8" O.C. 4* 2X MUDSILL AB 0 2'-9" O.C. 12d 0 5" O.C. 8d ® 4" O.C. 8d 0 12" O.C. A35 AT 1'-8N O.C. 350 RBC AT l'-2 O.C. MULTIPLE WINDOWS WHERE OCCURS •11I 1.1 1.1 11 1 11 I I 1 1°I GENERAL NOTES: 771 11 I E.N. PLY AT 11 i 1�=-= l l =T_ = = 1.) WALL FRAMING: USE 2X OR WIDER DF -L STUDS (PER PLAN), SOLE PLATE, TOP PLATES, AND BLOCKING. - T- USE PT DF -L MUDSILL PER SCHEDULE ABOVE. BLOCK ALL PANEL EDGES. 111 -1 -I°1 BLK'G/SILL I I 1 I ;' I I I I I H i i i i i 2.) SHEATHING: USE APA RATED (32/16 SPAN RATING) SHEATHING .UNLESS NOTED OTHERWISE. EDGE NAIL I•I I I I I L- PANELS AT ALL EDGES, TOP PLATES, SOLE PLATE, MUDSILL, POSTS, AND HOLDOWN DATE: 4/15/16 I I I I.I I'I I'I LI I I. A .I LI 3.) NAIL SIZES: 8d:MP2 1/2" XRESSION P0.131 /D DIAMETER COMMON, OR 2 1/2" X 0.113" DIAMETER HDG BOX, BOTTOM PLATE SCALE: NTS SILL PLATE AND A.B. COUPLER NUT 12d: 3 1/8" X 0.135" DIAMETER SINKER, 20d: 4" X 0.192" DIAMETER COMMON. U-J, I IITYP 1.1 I.1 SIZE/SPACING PER SCHED. AS REQUIRED DO NOT OVERDRIVE NAILS. STAGGER SOLE FASTENING AND PRE -DRILL PILOT HOLES (MAX ©RAWN BY: RKB I- - - LL - - - - 11 - - -1 L 75% NAIL DIA) TO AVOID SPLITTING WALL ELEMENTS. SEE DETAIL 6/SD1 FOR MORE INFO. I< 11 GAP BETWEEN PANELS FOUNDATION PER PLAN 12" 4.) ALLOWABLE LOADS MAY BE MULTIPLIED BY 1.4 WHERE WIND LOADS GOVERN. " MAX. JOB NUMBER: 16-184 E.N. PLY AT KINGSTUD AS REQ'D. BY MFR., 1/8 MIN. NOTE: STUD SPACING = 16" O.C., U.N.O. CORNER WHERE OCCURS i SHEET: ! I TYPICAL OPENING NO SCALE STRAPPING DETAIL TYP RESIDENCE SHEAR WALL ELEVATION 4 TYPICAL SHEAR WALL SCHEDULE NO SCALE S D 1 SDI NO SCALE I - SD1 s D 3" CL 3" 3" C FTG TYPE PER PI NOTE: WATERPROOFING, FLASHING, AND DRAINAGE BY OTHERS. 2X DECKING BY OTHERS WITH (2) SCREWS AT EACH DECK JOIST\ DECK JOIST PER PLAN OR SOLID BLOCK AT 24" O.0 AT PARALLEL JOIST CONDITION RIM WITH (3) 16d EA. JOIST ..� P.T. DF SILL PER 3/SD1 6" MIN. 8" MIN. SLOPE GRADE AWAY FROM FND. �,- I- #4 AT 24M O.C. VERT, I I I- #4 AT 18 O.C. HOR, N WHERE STEMWALL HEIGHT > V-6" 8" 3" CLR. 12" 1 STORY DECK FOUNDATION DETAIL NO SCALE THICKNESS A 1 N ae— - FORCE WITH #4 i" 0. C. E. W. FOOTING SCHEDULE FOOTING TYPE DIMENSION A DIMENSION B, U.N.O. THICKNESS, U.N.O. F1.5 1'-6" 1'-6" 12" F2 2'-0" 2'-0" 12" F2.5 2'-6" 2'-6" 12" F3 3'-0" 3'-0" 12" F3.5 3'-6" 3'-6" 12" F4 4'-0" 4'-0" 12" TYPICAL SPREAD FOOTING SCHEDULE NO SCALE ALL LAPS (60) BAR DIAMETERS, U.N.O-\ 11 SD2 SOLE NAILING PER 6/SD1 PLYWOOD AND NAILING PER PLAN FLOOR JOIST PER PLAN - SEE 1 /SD2 FOR ADD'L INFO FOUNDATION, SILL, AND • ANCHORS PER 1/SD2 CONT. TOP AND BOT. 24" X 18" UNDER FLOOR ACCESS FNDN PER PLAN 5 1/4" LVL AT OPENING WITH JOIST HGR PER SCHED. FJ PER PLAN 1 rn o� OFFSET BEND, TYP. BARS TO MATCH CONT. REINF. 5'-0" FLOOR PLY AND NAILING PER PLAN SOLID BLOCK + I + I FLOOR JOISTS PER PLAN LAP 6" ON CENTERLINE OF GIRDER WITH (4) 16d CLINCHED GIRDER PER PLAN WITH BC POST CAP AT POSTS 3) 8d TOENAILS PER FJ 06 POST WITH (4) V 16d TOENAILS TO PIER Z "WETSET" PRECAST CONC. PIER, L �,2 00 OR CONCRETE FILLED CMU BLOCK a 00 LAP " -11=1 I I -"_ ; z TYPE ' -1 I -I .-� N .- -T3" CLR. PER PLAN L 9 TYPICAL UNDER FLOOR ACCESS DETAIL 6 T YPICAL'=."=°TE 'l"0 -R FOUNDATIO1\1ET,!�_ 3 SD2 NO SCALE SD2 NO SCALE S D 2 -WALL FRAMING PER PLAN —SHEAR PER PLAN 2X DECKING BY OTHERS WITH (2) SCREWS AT /--E.N., TYP EACH DECK JOIST PER ARCH rik P.T. DECK JOIST PER PLAN WITH LB TF HGR. �2X CONT. PT LEDGER E.N., WITH (2) 1/4" DIA. TYP SDS SCREWS AT 8" O.C. WITH 4" EMBED NOTES: 1.) WATERPROOFING, FLASHING, AND DRAINAGE BY OTHERS. 2.) WEATHER TREATMENT AND CORROSION PROTECTION BY OTHERS. 3.) SEE 1/SD2 AND 9/SD2 FOR ADDITIONAL INFORMATION. WALL FKAMING F'tK FLAN PT DF SILL AND AB PER 3/SD1 SHEAR PER PLAN PLYWOOD AND NAILING PER PLAN SOLE NAILING PER 6/SD1 E.N. FLOOR JOIST PER PLAN EITHER DIRECTION. SOLID BLOCK AT 2'-0" PROVIDE 6" MIN WIDTH STEM O.C. AT PARALLEL CONDITION �-- ONT. 1 3/4" LVL RIM BEYOND PER 4/SD2 WITH #4 TOPGIRDER PER PLAN BLOCK SOLID AT POSTS HOOKED AT EACH END AND #4 VERT 1/2" LIP AT GARAGE WHERE OCCURS MULTIPLE STUDS AND HOLDOWNS 12" OC, (3) MIN PER WALL SEGMENT DOOR OPENING i E.N. WHERE REQUIRED GH GIRDER 1/2" ISOLATION JOINT PER ARCH 1/2" ISOLATION JOINT-- , ` 1/2" ISOLATION 18" MIN HANGER AS REQ'D �.--CONCRETE ELEV. PER ARCH 0 PAVEMENT AND SLOPE �• JOINT BEYOND SLAB -ON -GRADE PER PLAN. 12 " MINSLOPE PER ARCH WHERE REQ'D SUBGRADE BY OTHERS �� t . 6" MIN. AT (1) STORY, U.N.O. o 'ID Oo -�` ONCRETE NATURAL o `° SLAB -ON -GRADE PER #4 AT 24" O.C. VERT;) I _I -Ll o GRADE LINE o PLAN. SLOPE PER ARCH " II o #4 AT 18 O.C. HOR, =I _ l__ _ WHERE STEMWALL � � r 12" MIN 1 1/2" (2) LAYERS OF HEIGHT > 1'-6" I I " CLR , , BUILDING PAPER - -° ''-'''- 8 iv 3" CLR.r _ _ .. 3" CLR (2) #4 TOP AND �`-- L_ _ J- BOTT, CONT THIS LINE 12" 1 STORY #4 CONT. TOP AND BOTT. 12" U.N.O. SPREAD FOOTING PER PLAN WHERE OCCURS DECK LEDGER DETAIL s 1 TYP GARAGE DOOR OPENING FNDN DTL s 1 TYPICAL FOUNDATION DETAIL NO SCALE SD2 NO SCALE SD2 NO SCALE SD2 WALL FRAMING PER PLAN PT DF SILL AND WALL FRAMING PER PLAN AB PER 3/SD1 SHEAR PER PLAN PLYWOOD AND SHEAR PER PLAN NAILING PER PLAN SOLE NAILING PER 6/SD1 WHERE 'OCCURSPT DF SILL AND AB PER 3/SD1 WALL FRAMING PER PLAN E.N. FLOOR JOIST PER PLAN EITHER SOLE NAILING PER 6/SDI 1/2" ISOLATION JOINT DIRECTION. SOLID BLOCK AT 2'-0" O.C. AT PARALLEL C0'gDiT10':- -. __..__�`_.„--CONT. 1 3/4” LVA- PIM CONCRETE SLAB -ON -GRADE I , ' ' 3X PT SILL RIPPED TO FIT WITH EN PER PLAN. SLOPE PER GIRDER PER PLAN I ` BLOCK SOLID f,, i POS -f5 WHERE OCCURS -.___ ._. MULTIPLE STUDS AND HOLDOWNS ANCHOR BOLTS PER 3/SD1 AND /WATERPROOFING, FLASHING, ARCH E.N. 1" MAX DEPTH NOTCH AND DRAINAGE BY OTHERS " 6" MIN-510 IN li ELEV. PER ARCH � " FLOOR PLY AND " SLOPE GRADE 8 MIN HANGER AS REQ'D 8 MIN. 1/2 ISOLATION JOINT II 18" MIN. SLOPE FINISHED NAILING PER PLAN / AWAY FROM FNDN / SLAB—ON—GRADE �.�____._. — GRADE AWAY PER PLAN _ ° ° 12" MIN. FROM FOUNDATION —____�___..__ • #4 AT 24 OC VERT, #4 — q 6 MIN. AT (1) STORY, U.N.O. — — • AT 18 OC HORIZ, WHERE — FJ PER PLAN ________ -..__ STEM WALL HEIGHT > 1'-6""12 MIN #4 AT 24�" O.C. VERT; o _ 8 #4 AT 18 O.C. HOR, I I N #4 CONT TOP AND BOTT I --�------ - I WHERE STEMWALL MIN TYPICAL U.N.O ITS TOP FLANGE HGR - -� HEIGHT > 1'-6" I • } 3" CLR, TYP ,� " SPREAD FOOTING PER " *- +- '- -_ - 8' i� 12 PLAN WHERE OCCURS 3 CLR.!- METAL FLASHING - 12"-(l)_STORY #4 CONT. TOP AND BOTT. FOOTING PER 1 /SD2 nEN SPREAD FOOTING PER PLAN WHERE OCCURS TYPICAL CONCRETE STEM/FTG REBAR PLAN 10 1 FOUNDATION DETAIL 17 TYP EXTERIOR GARAGE WALL FNDN DETAIL 4 TYPICAL FOUNDATION DETAIL 1 NO SCALE L�D2J NO SCALE L�D 2 NO SCALE S D2 NO SCALE 2 PERMIT #— - LLD nu iT-rF- roUNTY DEVELOPMENT SERVICES DATE -6 —F oQ?,oFEss/ ON�I t�j C:�No. 75688x" E a. 6/ 0/16 For CAO 4/15/16 THESE PLANS HAVE BEEN REVIEWED FCR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS Ile t. r ry u 333 Rio Lindo Ave. !II Suite 200 Chico, CA 95926 P. 530.592.4407 Summi'Chico.com Q LLJ 1 - __.! W UO z� Wp LU W J ---` oG U W Ll I < o z 0— REVISIONS: DATE: 4/15/16 SCALE: -_-- - NTSi_— -- DRAWN BY: RKB JOB NUMBER: 16-184 SHEET: / FASTENING SCHEDULE (TABLE 2304.9.1) � co CONNECTION FASTENING'" LOCATION BOTTOM CHORD OF SIMPSON STC CLIP f Ln ROOF PLY AND NAILING TRUSS BY OTHERS i 1. JOIST TO SILL OR GIRDER 3 - Sd COMMON (2 1/2" X 0.131•) AT EACH TRUSS 3 - 3" X 0.131' NAILS TOE NAIL PER PLAN, TYP E.N., TYp t � �No. 75688`T1 � I 3 - 3" 14 GA. STAPLES E p. 6� 0/16 2 1'-0" MAX' -O" 2. BRIDGING TO JOIST 2 - 8d COMMON (2 1/2" X 0.131") E.N. (3) 16d TOENAILS �- J CIV 1 \- �P 2 - 3" X 0.131" NAILS TOE NAIL EACH END 2 - 3" 14 GA. STAPLES \1/Z" GAF TiT£DI4 C�``Fp�`, FASCIA BY f 3. 1" X 6" SUBFLOOR OR LESS TO EACH JOIST 2 - 8d COMMON (2 1/2- X 0.131") FACE NAIL OTHERS E.N. 4/15/16 i 4. WIDER THAN 1" X 6" SUBFLOOR TO EACH JOIST 3 - 8d COMMON (2 1/2" X 0.131") FACE NAIL NON-BEARING WALL THi SE PLANS H4VE BEEN REVIEWED 5. 2" SUBFLOOR TO JOIST OR GIRDER 2 - 16d COMMON (3 1/2' X 0.162') BLIND AND FACE NAIL \2X4 FLAT SHEAR PER ARCH OUTLOOKER AT EOR ATTACH ED STRUCTURAL COMPLIANCE ONLY WITH THE 6. SOLE PLATE TO JOIST OR BLOCKING 16d (3 1/2" X 0.135") AT 16" O.C. _ 3" X 0.131" NAILS AT 8" O.C. TYPICAL FACE NAIL WHERE REQ'D 24" O.C., NOTCH CALCULATIONS 3' 14 GA. STAPLES AT 12" O.C. PLY AND TOP SOLE PLATE TO JOIST OR BLOCKING AT 3 - 16d (3 1/2- X 0.135-) AT 16' O.C. BRACED WALL PANELS E.N • CHORD TO SEAT BRACED WALL PANEL 4 - 3" X 0.131" NAILS AT 16" O.C. MSTA24 STRAP AT SPLICES, U.N.O. BEAM SPLICE AS OCCURS _ OUTLOOKER WALL PERPENDICULAR TO TRUSS 4 - 3. 14 GA. STAPLES PER 16" E.N. PLY AT BLOCKS . I 7. TOP PLATE TO STUD 2 - 16d COMMON (3 1/2- x 0.162'> 2X BLOCK A7 4'-0" 2X BLOCK -NL BRACE PER 3 - 3" X 0.131• NAILS END NAIL 3 - 3" 14 GA. STAPLES O.C. WITH (4) 8d X 2/SD3, SIM TOENAILS EACH END SIMPSON DTC t " 4 - 8d COMMON (2 1/2' X 0.131") n CLIP AT 8. SND TO SOLE PLATE � ,,, � I 4 - 3" X 0.131" NAILS AT 8" O.C. TOE NAIL 16d AT 8 GABLE END 3 - 3" 14 GA. STAPLES AT 12" O.C. I O.C. TO BLOCK TRUSS BY OTHERS EACH TRUSS 2- 16d COMMON 3 1 2' X 0.162-) O�I. t ( / END NAIL 3 - 3" X 0.131" NAILS 0 o CONT. 2X LEDGER WITH <� I I ' '•' 3 - 3" 14 GA. STAPLES 9. DOUBLE STUDS 16d (3 1/2" X 0.135") AT 24" O.C. (2) 16d AT 16" O.C. 3" X 0.131" NAIL AT 8. O.C. FACE NAIL O 1 2" GAP y SIMPSON COLUMN BEAM PER PLAN / TRUSS BY 3. 14 GA. STAPLE AT 8" D.C. CAP PER PLAN o NOTES: OTHERS, TYP I 10. DOUBLE TOP PLATES 16d (3 1/2" X 0.135•) AT 16" O.C. TYPICAL FACE NAIL 3" X 0.131• NAIL AT 12" D.C. 1. CONTRACTOR SHALL VERIFY NOTCH DEPTH AND LOCATION WITH Suite Rio Linda Ave. 3" 14 GA. STAPLE AT 12• D.C. 2X4 BLOCK AT 4'-0" O.C. Suite 200 I POST PER PLAN TRUSS MFR. PRIOR TO CUTTING. NON-BEARING WALL WITH (2) 16d EACH END Chico, CA 95926 DOUBLE TOP PLATES 8 - 16d COMMON (3 1/2" X 0.162-) LAP SPLICE 12 - 3" X 0.131" NAILS 2. WATERPROOFING, FLASHING, AND VENTING PER ARCH. P. 530.592.4407 12 - 3" 14 GA. STAPLES Summi,Chico.com 11. BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE 3 - 8d COMMON (2 1/2' x 0.131') 3. BRACE FRAMING AS REQUIRED DURING CONSTRUCTION. 3 - 3" X 0.131" NAILS TOE NAIL WALL PARALLEL TO TRUSS 3 - 3" 14 GA. STAPLES 4. PREDRILL NAIL HOLES UP TO 60% SHANK DIAMETER AS REQ'D 12. RIM JOIST TO TOP PLATE 8d (2 1/2- X 0.131") AT 6. O.C. TO PREVENT SPLITTING. 3- X 0.131" NAIL AT 6. O.C. TOE NAIL 3 3" 14 GA. STAPLE AT 6- G.G. TYPICAL BEAM DETAIL 9 TYPICAL GABLE END LEDGER DETAIL 6 TYPICAL NON-BEARING WALL DETAIL 13. TOP PLATES, LAPS AND INTERSECTIONS 2 - 16d COMMON (3 1/2- X 0.162') 3 - 3" X 0.131' NAILS FACE NAIL 3- 3" X .13CA. STAPLES NO SCALE �SD NO SCALE S D 3 NO SCALE S D 14. CONTINUOUS HEADER, TWO PIECES 16d COMMON (3 1/2" X 0.162") __... 16 O.C. ALONG EDGE ROOF PLY AND 15. CEILING JOISTS TO PLATE 3 - 8d COMMON (2 1/2" X 0.131") TOE NAIL NAILING PER PLAN 5 - 3" X 0.131" NAILS 5 - 3" 14 GA. STAPLES _ TO STUD 4 - 8d COMMON (2 1/2" x 0.131") TOE NAIL 1'-0" MAX 2' -On ---�`- (3) 16d TOENAILS E.N. 16. CONTINUOUS HEADER ,N, it j 17. CEILING JOISTS, LAPS OVER PARTITIONS 3 - 16d COMMON (3 1/2" X 0.162") MIN, TABLE 2308.10.4.1 4 - 3" X 0.131" NAILS FACE NAIL FASCIA BY 4 - 3" 14 GA. STAPLES OTHERS E.N. 18. CEILING JOISTS TO PARALLEL RAFTERS 3 - 16d COMMON (3 1/2- X 0.162") MIN, TABLE 230e.10.4.1 2X4 FLAT 4 - 3" X 0.131" NAILS FACE "AIL TRUSS BY OTHERS OUTLOOKER AT ----- 4 - 3" 14 GA. STAPLES NOTE: 24" O.C. NOTCH 19. RAFTER TO PLATE 3 - 8d COMMON (2 1/2" x 0.131-) TOE NAIL MSTA24 STRAP AT CONTRACTOR SHALL VERIFY NOTCH TOP CHORD TO 1 5 - 3" X 0.131" NAILS PARALLEL TOP PLATE, UNO DEPTH AND LOCATION WITH TRUSS SEAT OUTLOOKER 5 - 3" 14 GA. STAPLES 20. 1• DIAGONAL BRACE TO EACH STUD AND PLATE 2 - 8d COMMON (2 1/2" X 0.131') FACE NAIL 1/2 TOP PLATE MFR. PRIOR TO CUTTING. 2 - 3' x 0.131" NAILS STRAP PER 9/SDi 3 - 3' 14 GA. STAPLES �` GABLE END ROOF PLY AND LENGTH ADD 2X4 FLAT TO J 21. 1' X 8" SHEATHING TO EACH BEARING 3 - 8d COMMON (2 1/2' x 0.131") FACE NAIL NAILING PER PLAN ADDED H2.5T EA. TRUSS BY OTHERS _ FACE NAIL TRUSS AND (2) AT - BRACES LONGER 22, WIDER THAN 1 X 8 SHEATHING TO EACH BEARING 3 8d COMMON (2 1/2" X 0.131-) _ RBC CLIP PER SHEAR NOTCH BEAM AT -�' �' � SHEAR ENTIRE WALL THAN 6'-0" WITH .,,� SCHEDULE, MULTI -PLY PERPENDICULAR PER SWS TYPE "6" 16d AT 12" O.C. W 23. BUILT-UP CORNER STUDS t6d COMMON (3 1/2" X 0.162") 24" O.C. WALL SC TRUSSES, WHERE 3' X 0.131" NAILS 16" O.C. OTHERWISE 4'-0" O.C., TYP DISCONTINUOUS BEAM PER PLAN PLATES, WHERE U 3" 14 GA. STAPLES 16" O.C. OCCURS 2X6 BRACE AT --- -`7 ,� AND BEAMS 20d COMMON (4' X 0.192•) AT 32' O.C. FACE NAIL AT TOP AND E.N. TRUSS SOLID BLOCK A35 CLIP PER SHEAR WALL I (5) 1 O.C. WITH 24. BUILT-UP GIRDER A FACE NAIL ON OCCURS �� W O 3" X 0.131" NAILS AT 24" O.C. OPPOSITE ENDS WITH 12d AT (2) 16d SCHEDULE, CITH�t?��"Sr I (51 16d NAILS, 3" 14 GA. STAPLES AT 24" O.C. SOLID BLOCK WITH NAILS, 4'-0" Q.C., TYP. LAC;d L;•41D - � W �12d AT 16" O.C. 16 O.C. TYP - 20d COMMON AIL X 0.192') FACE NAIL AT ENDS AND H2.5T EA. TRUSS L1j J 3 - 3• X 0.131" NAILS AT EACH SPLICE WALL FRAMING PROVIDE GAP BETWEEN PANELS ' ' W 3 - 3. 14 GA. STAPLES AND (2) AT PER PLAN I U MULTI TRUSSES E.N. i AS REQ'D. BY MFR., 1/8" MIN. L ' DC _ 25. 2" PLANKS 16d COMMON (3 1/2' X 0.182') AT EACH BEARING M E.N. H2.5T EA. TRUSS LSTA18 E.S., LINO. i _ 49• 5/8- APA RATED AND (2) AT E.N., TYP 2X BLOCKING AT 4'-0" O.C., Q U 26. COLLAR TIE TO RAFTER 3 10d COMMON (3- X 0.1 ) FACE NAIL „ T&B, (3) 12d T.N. EA. END 4 - 3" X 0.131" NAILS / MULTI -PLY TRUSSES 4 - 3" 14 GA. STAPLES SOLID BLOCKING SHEATHING WITH 8d AT 6 DBL TOP PLATE S L�,L/� n L- LLJ O.C. E.N. AND 12 O.C. F.N. PER 9/SD1 (3) 16d T.N. EA BLOCK _ 27. JACK RAFTER TO HIP 3 - 10d COMMON (3" X 0.148") TOE NAIL BEAM PER PLAN DBL TOP PLATE 0 4 - 3" X 0.131" NAILS _ 4 - 3" 14 GA. STAPLES SHEAR PER PLAN PER 6 SD1 „ TRIMMER/S POST PER SHEAR ENTIRE WALL WALL FRAMING PER PLAN " _,j/ PLAN PER SWS TYPE 6 _ 2 - 16d COMMON (3 1/2" X 0.162•) FACE NAIL 3-3"X0.131"NAILS W 3 - 3" 14 GA. STAPLES 28. ROOF RAFTER TO 2X RIDGE BEAM 2 - 16d COMMON (3 1/2- X 0.162") TOE NAIL 3-3"X0.131"NAILS s TYPICAL GABLE END TRUSS DETAIL 2 3-3"14 GA. STAPLES OVERHANG SHEAR TRANSFER DETAIL $ TYPICAL TOP PLATE -BEAM DETAIL 2 - 16d COMMON (3 1/2" X 0.162") FACE NAIL NO SCALE SD3 3 - 3" X 0.131" NAILS SD3 NO SCALE �D3 ` 3 - 3' 14 GA. STAPLES NO SCALE 29. JOIST TO BAND JOIST 3 16d COMMON (3 1/2" X 0.162-) - 4 - 3" X 0.131" NAILS FACE NAIL 4 - 3' 14 GA. STAPLES PROVIDE GAP BETWEEN - COMMON 3 1 2" x 0.1x2" PANELS AS REQ'D. BY !.%f� 30. LEDGER STRIP 3 3" C0 ( / ) FACE NAIL • 4 - 3- X 0.131" NAILS MFR., 1/8- MIN. 4 - 3" 14 GA. STAPLES -- 31. WOOD STRUCTURAL PANELS AND PARTICLE BOARD.' 1/2- AND LESS 6da SU BFLOOR ROOF AND WALL SHEATHING (TO FRAMING) 2 3/8" X 0.113" NAIL" ROOF PLY AND NAILING PER PLAN 19/32" TO 3/4" Bd OR 6d• 2 3/8" X 0.113- NAIL' 7/8• To t" 8d• NOTE: OVERFRAMING PER 4/S03 ' I SINGLE FLOOR (COMBINATION SUBFLOOR-UNDERLAYMENT 1 1/8• TO 1 1/4" 1od- OR 8d' NOT SHOWN FOR CLARITY. TO FRAMING) 3/4" AND LESS 6d'ROOF PLY AND I I I i I_I 7/8' TO 1" 8d• 1 1/8• To 1 1/4. 1od' OR 8d' i I I 2X4 OVERFRAMING i _! NAILING PER PLAN 32. PANEL SIDING (TO FRAMING) 1/2" AND LESS 6d 5/8" 8d' 33. FIBERBOARD SHEATHING' 1/2" No. 11 GAGE ROOFING NAIL" 6d COMMON NAIL (2" X 0.113") DRAG TRUSS No. 16 GAGE STAPLE' 25/32• No. 11 GAGE ROOFING NAIL" BY OTHERS(3) 8d COMMON NAIL (2 1/2' X 0.131') No. 16 GAGE STAPLE' 34. INTERIOR PANELING 1/4" 4d' 3/8' 6d" I ttd a. Common or box nails are permitted to be used except where otherw se a a e TYP ; b. Nails spaced at 6 inches on center of edges, 12 Inches at Intermediate supports except 6 Inches at supports where spans are MULTI -PLY TRUSSES 48 inches or more. For nailing of wood structural panel and particleboard diaphragms and shear walls, refer to Section 2305. Nails �'r - - - - for wall sheathing are permitted to be common, box or casing. T E.N. /� C. Common or deformed shank (6d - 2" x 0.113"; 8d - 2 1/2" x 0.131% 10d - 3" x 0.148") % r r d. Common (sd - 2" x 0.113; Bd - 2 1/2" x 0.131'; 10d - 3" x 0.148") A35 CLIP PER SHEAR WALL -/� FASCIA BY OTHERS / _ TOP PLATE PER 9/SDI e. Deformed shank (6d - 2' x 0.113"; 8d - 2 1/2" x 0.131 10d - 3" x 0.148") E.N. SCHEDULE, OTHERWISE f. Corrosion -resistant siding (6d - 1 7/8' x 0.106'; 8d - 2 3/8" x 0.128") or casing (6d - 2" x .099"; Sd - 2 1/2" x 0.113") 4'-O" O.C., TYP. nail g. Fasteners spaced 3 inches on center at exterior ridges and 6 Inches on center at Intermediate supports, when used as structural sheathing. Spacing shall be 6 inches on center on the edges and 12 Inches on center at Intermediate supports for H2.5T EA. TRUSS nonstructural appilcations. h. Corrosion -resistant roofing nails with 7/16 inch diameter head and 1 1/8 Inch length for 1/2 Inch sheathing and 1 3/4 Inch SHEAR PER PLAN length for 25/32 sheathing. TOP PLATE PER 9/SD1 1. Corrosion -resistant staples with nominal 7/16 inch crown and 1 1/8 Inch llength for 1/2 inch direction ofhing and the nonel 1/2 unless othlength ROOF PLY. AND i -! I AT 24" O.C. - --'"1 RBC CLIP PER SHEAR WALL SCHEDULE, ROOF TRUSSES DRAG TRUSS PER PLAN ;_, ,..:--.--'' OTHERWISE 4'-0" O.C., TYP. BY OTHERS BY OTHERS(3) /NAILING d 16 - ROOF PLY -- TRUSS P TOENAILS, ' I -' '" .� AND NAILING I : - l -1- REW1ISIONS: E.N:,,,,.,------- - - PER PLAN -'' 2X4 WITH E.N. i i '"" --''� 16d NAILS SOLID BLOCKING ' AT 12" LTP4 CLIP AT TRUSS BY OTHERS E.N. PLY AT"� - O.C., TYP H2.5T EA. TRUSS 4'-0" O.C, SLEEPER, I - AND (2) AT a. Common or box nails are permitted to be used except where otherw se a a e TYP ; b. Nails spaced at 6 inches on center of edges, 12 Inches at Intermediate supports except 6 Inches at supports where spans are MULTI -PLY TRUSSES 48 inches or more. For nailing of wood structural panel and particleboard diaphragms and shear walls, refer to Section 2305. Nails �'r - - - - for wall sheathing are permitted to be common, box or casing. T E.N. /� C. Common or deformed shank (6d - 2" x 0.113"; 8d - 2 1/2" x 0.131% 10d - 3" x 0.148") % r r d. Common (sd - 2" x 0.113; Bd - 2 1/2" x 0.131'; 10d - 3" x 0.148") A35 CLIP PER SHEAR WALL -/� FASCIA BY OTHERS / _ TOP PLATE PER 9/SDI e. Deformed shank (6d - 2' x 0.113"; 8d - 2 1/2" x 0.131 10d - 3" x 0.148") E.N. SCHEDULE, OTHERWISE f. Corrosion -resistant siding (6d - 1 7/8' x 0.106'; 8d - 2 3/8" x 0.128") or casing (6d - 2" x .099"; Sd - 2 1/2" x 0.113") 4'-O" O.C., TYP. nail g. Fasteners spaced 3 inches on center at exterior ridges and 6 Inches on center at Intermediate supports, when used as structural sheathing. Spacing shall be 6 inches on center on the edges and 12 Inches on center at Intermediate supports for H2.5T EA. TRUSS nonstructural appilcations. h. Corrosion -resistant roofing nails with 7/16 inch diameter head and 1 1/8 Inch length for 1/2 Inch sheathing and 1 3/4 Inch SHEAR PER PLAN length for 25/32 sheathing. TOP PLATE PER 9/SD1 1. Corrosion -resistant staples with nominal 7/16 inch crown and 1 1/8 Inch llength for 1/2 inch direction ofhing and the nonel 1/2 unless othlength SHEAR PER PLAN - BEAM PER PLAN, WHERE OCCURS OR DATE: 4/15/16 ER SCALE: NTS TYP __ ---- r 16 inches 20 inches If strength axs n e g WALL FRAMING PER PLAN - - ---- - - - - for 25/32 sheathing. Panel supports at ( DRAWN BY : R B marked). } Casing (1 1/2" x 0.080") or finish (1 1/2- x 0.072") nails spaced 6 inches on panel edges, 12 Inches at intermediate supports. 2X4 VERT. AT 24" k. Panel supports at 24 inches. Casing or finish nails spaced 6 inches on panel edges, 12 inches at intermediate supports. WALL FRAMING PER PLAN O.C. WITH (4) 16dNUMBER:16-134 I. For roof sheathing applications, 8d nails (2 1/2" x 0.113") are the minimum required for wood structural panels. O m. Staples shall have a minimum crown width of 7/16 inch. TOP AND (2) 16d ?FRIJII__---- r roof sheathing applications, fasteners spaced 4 inches on center at edges, 8 inches at Intermediate supports. TOENAILS BOTT., TYP 31 ITTF CO REVIEWED FOR VICE n. For g PP o. Fasteners spaced 4 Inches on center at edges, 8 inches of intermediate supports for subfloor and wall sheathing and 3 Inches SHEET: on center at edges, 6 inches at intermediate supports of roof sheathing. CODE COMPLIANCE - p. fasteners spaced 4 inches on center at edges, 8 inches at intermediate supports. �� l Y 7 ERFRAMING DETAIL 4 TYPICAL EAVE DETAIL DATEf--By, so DETAIL TYPICAL OV TYPICAL FASTENING SCHEDULE TRUSS NO SCALE (_�D3 NO SCALE LSD3 NO SCALE LLD3j NO SCALE 2X SLEEPER WITH (3) 16d RAFTER NAILS AT EA TRUSS P RAFTER OR TRUSS -1- PLAN, SHEAR PER PLAN - BEAM PER PLAN, WHERE OCCURS OR DATE: 4/15/16 ER SCALE: NTS TYP __ ---- r 16 inches 20 inches If strength axs n e g WALL FRAMING PER PLAN - - ---- - - - - for 25/32 sheathing. Panel supports at ( DRAWN BY : R B marked). } Casing (1 1/2" x 0.080") or finish (1 1/2- x 0.072") nails spaced 6 inches on panel edges, 12 Inches at intermediate supports. 2X4 VERT. AT 24" k. Panel supports at 24 inches. Casing or finish nails spaced 6 inches on panel edges, 12 inches at intermediate supports. WALL FRAMING PER PLAN O.C. WITH (4) 16dNUMBER:16-134 I. For roof sheathing applications, 8d nails (2 1/2" x 0.113") are the minimum required for wood structural panels. O m. Staples shall have a minimum crown width of 7/16 inch. TOP AND (2) 16d ?FRIJII__---- r roof sheathing applications, fasteners spaced 4 inches on center at edges, 8 inches at Intermediate supports. TOENAILS BOTT., TYP 31 ITTF CO REVIEWED FOR VICE n. For g PP o. Fasteners spaced 4 Inches on center at edges, 8 inches of intermediate supports for subfloor and wall sheathing and 3 Inches SHEET: on center at edges, 6 inches at intermediate supports of roof sheathing. CODE COMPLIANCE - p. fasteners spaced 4 inches on center at edges, 8 inches at intermediate supports. �� l Y 7 ERFRAMING DETAIL 4 TYPICAL EAVE DETAIL DATEf--By, so DETAIL TYPICAL OV TYPICAL FASTENING SCHEDULE TRUSS NO SCALE (_�D3 NO SCALE LSD3 NO SCALE LLD3j NO SCALE UD O