Loading...
HomeMy WebLinkAboutB17-0274 079-360-030GENERAL NOTES: 1. ALL WORK ON THIS PROJECT SHALL CONFORMTO THE ADOPTED EDITIONS OF THE 2016 CBC, 2016 CRC, 2016 CMC 2016 CPC , THE 2016 CALIF.'- ELECT. CODE 2016 CALIF. ENERGY STANDARDS AND 2016 CA. GREEN CODE 2. DESIGNER SHALL APPROVE ADJUSTMENTS TO ANY PART OF THESE PLANS. 3. WRITTEN DIMENSIONS ARE TO BE USED: DO NOT SCALE THESE DRAWINGS 4. SPECIFIC INFORMATION ON THE DRAWINGS DIFFERING FROM THESE NOTES SHALL APPLY. 5. THE CONTRACTOR SHALL VERIFY SITE CONDITIONS, AND THERE CORRELATION WITH THE DRAWINGS AND SHALL NOTIFY COUNTY OR DESIGNER OF ANY INCONSISTENCIES OR DISCREPANCIES PRIOR TO THE BEGINNING OF CONSTRUCTION. 6. IN THE EVENT CERTAIN FEATURES OF THE CONSTRUCTION ARE NOT FULLY SHOWN ON THE DRAWINGS ON THE DRAWINGS OR CALLED FOR IN SPECIFICATIONS THEN THEIR CONSTRUCTION SHALL BE THE SAME CHARACTER AS FOR SIMILAR CONDITIONS THAT ARE SHOWN OR CALLED FOR AND SHALL BE APPROVED BY THE DESIGNER. 7. THE DRAWINGS REPRESENT THE FINISHED STRUCTURE UNLESS OTHERWISE INDICATED THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE WORKMEN AND OTHER PERSONS DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO: BRACING, SHORING FOR CONSTRUCTION EQUIPMENT, SHORING FOR THE BUILDING, FORMS, AND SCAFFOLDING. 8, ALL SITE WORK AND GRADING SHALL BE DONE IN COMPLIANCE WITH THE DRAWINGS. WHERE SHOWN ON DRAWINGS, ELEVATIONS, LOCATIONS OF STEPS IN FOUNDATION, AND HEIGHTS OF FOUNDATION WALLS SHALL BE VERIFIED TO SUIT ACTUAL PROPOSED AND EXISTING CONDITIONS. 9. FINISH GRADE AND FINISH FLOOR ELEVATIONS TO BE PER SiTE PLAN. 10. LOTS SHALL BE GRADED TO DRAIN SURFACE WATER AWAY FROM FOUNDATION WALLS. THE GRADE SHALL FALL A MiN. OF 6" WITHIN THE FiRST 10' R401.3 EXCEPTION: WHERE LOT LiNES, WALLS, SLOPES OR OTHER PHYSICAL BARRIERS PROHIBIT 6" OF FALL IN 10', DRAINS OR SWALES SHALL BE CONSTRUCTED TO ENSURE DRAINAGE AWAY FROM THE STRUCTURE. IMPERVIOUS SURFACES WITHIN 10' OF THE BUILDING FOUNDATION SHALL BE SLOPED A MIN. OF 2 PERCENT AWAY FROM BUILDING. 11. DIMENSIONS NOTED CLEAR OR CLR ARE MINIMUM REQUIRED DIMENSIONS AND MUST BE ACCURATELY MAINTAINED. 12. ALL DIMENSIONS ARE TO BE FACE OF STUD, FACE OF CONCRETE, OR FACE OF MASONRY, UNLESS OTHERWISE NOTED. 13. CONSTRUCTION SHALL IN NO CASE DEVIATE FROM THE DESIGN SHOWN WITHOUT EXPRESS WRITTEN PERMISSION OF THE DESIGNER AND OR LOCAL BUILDING OFFICIAL. 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 2016 CALIF. GREEN BUILDING STANDARDS CODE (CGBSC) SEC. 4.410 AND CONTAIN THE FOLLOWING: -A STATEMENT THAT THE MANUAL SHALL REMAIN IN THE BUILDING FOR THE ENTIRE LIFE -CYCLE OF THE STRUCTURE -OPERATION AND MAINTAINENCE INSTRUCTIONS FOR EQUIPMENT, APPLIANCES, HVAC SYSTEMS, ROOF/ YARD DRAINAGE, IRRIGATION SYSTEMS, ETC. -INFORMATION FROM LOCAL UTILITIES ABOUT RECYCLING PROGRAMS AND LOCATIONS -PUBLIC TRANSPORTATION AND CARPOOL OPTIONS IN THE AREA -EDUCATION MATERIAL ON THE POSITIVE IMPACTS OF AN INTERIOR RELATIVE HUMIDITY BETWEEN 30-60% AND HOW TO MAINTAIN THESE LEVELS OF HUMIDITY -INFORMATION ABOUT WATER CONSERVING LANDSCAPE/IRRIGATION DESIGN AND CONTROLLERS -INFORMATION ABOUT REQUIRED ROUTINE MAINTAINENCE MEASURES INCLUDING CAULKING, PAINTING, GRADING, ETC. -INFORMATION ABOUT STATE SOLAR ENERGY AND INCENTIVE PROGRAMS AVAILABLE -A COPY OF ALL SPECIAL INSPECTION VERIFICATIONS REQUIRED BY THE ENFORCING AGENCY REVIENVED FOR CODE CONIPLiANC I SING 1 IIR FOLLO\1ING CODES: NJ 2016 CALIFOR\I \ RES IDLV'11:11. ('(1I)E U2016( \ Itl'll.l►I\G ( (►DF ?016('-\I,IFtIIt\I%PIA ( IRi('%I,(ODE �2uh4 (:u.n I �I(\1;1 rFi .11th\(; c (►uF. \2016( AIAI(Ik\I:%NI1('IIODE 211141 %I IIfIltvI%1•A1-WIN COD 2016 ( A 1.11 ()l \ 1 \ (,RI P \ It1 'I I DI \(: STA\DARDS C(►DE \'A6( Nil 11 (,a\1 \ Rt 11 IIIM,- ( 4)1)1'- N I Rl'( I I It \I i'R()\ IsIO\, 0\IX 02016( XIJI()f(\I\PIRL ODE U 01 11I.R:_-- ('DUPLE III i� .It I ❑IS Rt \ D N UI R 5 \OT'I I M IRVE )"IRI I"1� III VHI II ttU l\\1111 \111\(IFAS}' FE.DER\I_� I t 1 E UR IIN \ 1, RI(A LAI III',. BV: S? M DATE: INTER\1'EST CONSULTING GROUP ELECTRICAL 1. CONSULT LOCAL UTILITY COMPANY BEFORE INSTALLING MAIN ELECTRICAL PANEL. VERIFY SIZE AND LOCATION OF PANEL PRiOR TO STARTING CONSTRUCTION, 2. SMOKE DETECTORS SHALL BE 110 V AND INTER CONNECTED. LOCATE AT LEAST ONE SMOKE DETECTOR AT EACH FLOOR. PROVIDE A DETECTOR IN EACH SLEEPING ROOM HALLWAY TOP OF STAIRS AND AT AREAS ADJACENT TO HALLS THAT HAVE A CEILING INCREASE OF 24" OR MORE. SMOKE ALARM MUST BE AUDIBLE iN ALL SLEEPING ROOMS. PROVIDE BATTERY BACK UP PER CRC 907.2.10.1.2 e ATTIC VENTILATION 1. THE NET FREE VENTILATING AREA SHALL BE 1/300 OF THE AREA OF THE VENTILATED SPACE PROVIDED AT LEAST 40% AND NOT MORE THAN 50% OF THE REQUIRED VENT AREA IS PROVIDED BY ROOF VENTS LOCATED AT LEAST 3' ABOVE THE EAVE VENTS WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY THE EAVE VENTS. WITH THIS CALCULATION INCLUDE THE REQUIRED VAPOR RETARDER HAVING A TRANSMISSION RATE OF NOT EXCEEDING 1 -PERM IN ACCORDANCE WITH ASTM E 2013. GLAZING NOTES Al 1. WHERE WINDOWS ARE PROVIDED AS A MEANS OF EGRESS OR RESCUE THEY SHALL HAVE. * THE BOTTOM OF THE CLEAR OPENING NOT GREATER THAN 44" MEASURED FROM THE FLOOR 2016 CRC R310.2.1 * A MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET * THE MINIMUM NET CLEAR OPENING HEIGHT DIMENSIONS SHALL BE 24". THE MINIMUM NET CLEAR OPENING WIDTH DIMENSIONS SHALL BE 20" 2. SAFETY GLAZING SHALL BE PROVIDED IN AREAS SUBJECT TO HUMAN IMPACT. SUCH LOCATIONS ARE. * GLASS SLIDING DOORS AND FRENCH DOORS * GLAZING LOCATED WITHIN 24" OF DOORS (24" ARC) * GLAZING LOCATED WiTHiN 18" OF FINISHED FLOOR OR WALKING SURFACE WITHIN 36" OF SUCH SURFACE * WARDDROBE DOORS * SHOWER AND BATHTUB DOOR AND ENCLOSURES * WINDOWS WITHIN BATH AND SHOWER AREAS '01 WALL Other wall sheathing9 NAILING Table R602.3(1)- SCHEDULE Fastening Schedule DESCRIPTION OF B11LDING ELEMENTS NUMBER & TYPE OF FASTENER SPACING & LOCATION 1. Blocking between gists orrafters to top plate 4-8d bo 21 /2"x0.113 .131)or TO[NAILcomm621/2 3-10d bo43 x0.128" r r D) 3-3'x0.131' n 2 Ceiling joists to plote 4-8d bo4(21/2°20.t1 3-8dcommon 212 131)or 'x PER JUST TOE NAIL In 3-104 boz .128")Or 3-3"x0.131' nails 3. Ceiling joists not attached topardld rafter, laps over partitions 4-10d box(3%0.128'1or see Sections R8023.1,R8023.2 & table R802.5,1(9) 3-16d common(31/i2 x0.162")v FACE NAL O 4-3'x0.131' nails m 4. CeTiing joist attached to parallel rafter(hed joint) Table R8025.1(9) FACE NAL. :2 Q see Sections R802.11,R8023.2 & table R802.5.1(9) O 5 Color tie to rafter, face nal or 1 1/4'x20 gal ridge strap to rafter 4-10d bo 3:4.128, ar 3-104 comm mon 3 x0.148 �or FACE NAIL EACH RAFTER 4-3"x0.131" nails UOQ� 6. 3-16d box nal 31 'x0.135 Zoe Rafter or roof truss to plate, toe nail 3-104 common nail43'x0148� no nol� on one side and 1 toe on oloslte shale of each 1 M 4-10d bo 3"x0.128 ra er ar uss 7. Roof rafters to ridge, valley or hip rafters or roof 4-16d (31/2'x0.135')or 4-104 box(3'xO.128")or TOE NAIL I 04 rafter to minimum f ridge beam 3-10d common no1s(3"x4.148")r 444.131 nails ONLY Q (.5LLJ 3-164 box noil431/2'x0.135")or 3-10d box(3 x0.128 )or END NAI. F-- 344.131" nails M r & Stud to stud(not at braced wall pands), 16d common(31/2'xO.16f)or 24" O.C. FACE NAiL U tdd bo 3 x0.128 r3'X.131" nods 16° O.C. FACE NAIL 9. Stud to stud & abutting studs at intersecting wall comas 16d box n*3 1/2741 35 -)or 3"x0.131' nails 12' Q.C. FACE NAIL O at braced wall panels 16d commm(31/2"x0.162') 16' O.C. FACE NAiL 10. Built up header, (2" to 2" header with 1/2" spacer) 16d common 31 2"x0.162' 16' O.C. EACH EDGE FACE NAIL LO �s . 16d box nails 31 2'x0.1351 12" O.C. EACH EDGE FACE NAIL 11. Continuous header to stud 5-8d box nail 21/2"x0.113.1or 4-10d box(3"xO.128')or TOE NAIL ry 4-8d cam 21/2'x0.131' m 12. Top plate to top plate 16d common(31/2"x0.162") 16' O.C. FACE NAIL 101 bo 3'x0.128' or 3"x0.131' nils 12 O.C. FACE NAIL 13. Double top plate splice for SDCs A -D, with seismic 8-16d c ,on(31120x0.162)or12„ 16d box nds(31/2"x0.135")or FACE NAIL ON EACH E OF tdVD, JOINT braced wag lace spacing d5 12-10d boz�3m40.i28 )Or12-3 x0.131 nils MINIMUM 24 LAP ,LICE LENGHT EACH Double top plate splice for SDCs Do, Dc , OR D2 , 12-16d (31/2"x0.135" and braced wall line spacing 225 SDE OF END ANT 14. Bottom plate to joist, ran Joist, bond joist or 16d col non 31 2"x.162 16" O.C. FACE NAIL blocking (not at braced wall pond) 16d box naiI431 2"x0.135 3'x0.131" nails T O.C. FACE NAIL 15. Bottom plate to joist, rim joist, band joist or 3-164 box nal 31/2"x0,135' 3 EACH 16" O.C. FACE NAIL blocking (at braced wall pond) 2-16d common 31/2'xO.162" 2 EACH 16' O.C. FACE Na 4-3'4.131 nal s 4 EACH 16 O.C. FACE NAIL 16. Top or bottom plate to stud 4-8d bo421 2'xp.113')or 3-164 box nails(�31/2;20.135")or " TOE NAI 4-8d common(21/2 x0.1311") or 4-104 bo43 xQ 28 )or 4-394.131 nails 3-16d box nais(31(2"xO.135'jofl-16d common(31/2"xO.162') or END NAIL 3-104 3 x0.128 or 3-3"zoO1131 nails 17. Top Oates, lops at comers & intersections 3-10d box(3"4.12er 2-16d common(31/2"x0,162") or 3-10d box(3'xO.128,)or FACE NAIL I& 1" brace to ea. stud and plate 3-8d box(21/2"x0.113')or2-8d common(21/2"x0.131") or FACE NAIL 3 2-10d bo x0.128 r 2 staples 13 4 19. 1'2 6' sheathing to each bearing 3-8d bo 21 2 X0.113 r2 -8d common 2 i 2x0.131 or 2-10d bo 3'40.128')or 2 staples, l'crown, t go., 13 4' Ion FACE NAIL 20. 1'x8' and wider sheathing to ea beaing 3-8d boz(21/2 z0.113°)or2-Sd common(21/2 x0.131 or lodWider FACE NAIL than 1'X8' 4-8d boz j 2 x0.11 r3 -8d cognman(21/ x0.131 ,� 3-104 bo 3 4128 4 st ! 1 crown 1 13 4 Ion 21. Joist to sin, top plate or girder 4-8d bo j f 2"x0. 3')or 3;Bd common 2112"x0.131") or TOE MAIL3-tOd bo 3 x0.1281 - 0151- rids 22. Rim joist, bond joist or blocking to 8d M2 It -XO.113 4' O.C. TOE N sill or top plate(roof apoications also " 23. 1`x6' subfloor or less to each joist 8d boz( / " 13 -8d cogcmon(21 2,x0.13 ° ,pr le FACE NAIL 24, f subfloor to joist or girder 3-16d box nis(31/2'xO.135")or 2-16d common(31/2"x0.162") BLIND & FACE NAIL 25. 2' Ptanks (planks & beam -floor & roof) 3-164 box nw1s(31/2'XO.135")or 2-16d common(31/2"x0.162') AT EA. BEARING FACE NAI. 26. Bond or rim joint to Joist 3-16d common(31/2"x0.162') or 4-104 box(3'x0.128')or END NAIL 4-3'x.131' nails or 441114 qa. staples, 7 16"crown 21. Built-up girders & bearh� 2' lumber foyers x z .1 z , nal s O.C. FACE NAL AT TOP & BOTT. alt STAGGERED -10d 2-20d common 4x x0.192 or 3-10d bo 3 x0.128 or FACE NAIL AT ENDS & AT EA. SPLICE 28. Ledger stop supporting joists or rafters 4-16d box n ils(31 2'x0.135 or 3-164 common(31/fx0.162") or 3x0.1128 AT EA. JEST OR RAFTER 4-10d or4-3° .131" nails FACE NAIL 29. Hog to joist 2-10d 10.128' EACH END TOE NAIL Wood structural ponds, subtloar, roof and anterior wall sheathing to framing and particleboard wall sheathing to framing [see Table 602.3(3) for wood structural panel exterior wall sheathing to wall ironing.] SPACING OF FASTENERS Edges Intermediate (inches) h supparts ° ° (inches) 30. 3/8'-1/2' 6d common (2'4.111) noil(subfloor, wall)i or 8d common(21/2"4131") nail (roof) 6 12' 31, 19/32'4 6 12' 32. 11/8"-1 1/4" 10d common 3'x0.148") nail or 8d 21 2'x0.131' deformed nail 6 12 33. =2'uctural cdkilosic 11/2' gals. roofing nail, 7/16' head dial or 3 6 d sheathin 1' crown staNe 16 ao.11 4" loin 34. 25/32' structural celulasic 13/4' golv. roofing nal, 716 head duo. or 3 6 f6erboard sheathing 1" crown staple i6 go.11 4 Ion 35. 1/2" gypsum sheathing ° 1 1/2' gdv. roofing nod, stople gale 11/2' Iong; 15 8' screws, T e W or S 7 7 36. 5/8' gypsum sheathing' 13/4' gale. roofing nod, staple goly 15/8" long 15/8' screws, Type W or S 7 7 Wood structural ponds, combination subfloor undeflayment to taming 37. 3/4' and less 6d deformed 2'x.120' nal or 8d commorif 2 t 2'x0.131° nal 6 12 38. 71e -11 8d common(21/2'x0.131 nail or 8d deform 21 2"0.120") nal 6 12 39. 11/6-11/4' 10d common 3 x0.148 nail or 81 deform421/2"x0.120") nal 6 12 'All nils are moth -common, box or deformed shanks except where otherwise stated Nails used for taming and sheathing connections shall have man, average bending yield strengths as shown: 80 ksi for shank dia. of 0.192" (20d common noi), 90 U for shank dia. larger than 0.142" but npt larger thou 0.177% and 100 ksi for shank bila of 0.142" or less. Staples are 16 gal ire and have a min. 1/16 on dia, crown width. Nails shall be spaced at not more than 6' on center at all supports where spans are 48' or greats. ( Fax -foot by 8 -foot or 4 -foot by 9 -foot ponds shall be applied wdicoll$ 'Spacing of fasteners not fisted in this table shall be based on Table 1?602.X2). ' Where the ultxnate design wind speed of 130 no or less, nails for attaching wood structural pond roof sheathing to gable end wall looming shill be spaced 6 inches on center. Where the ulfhmote design wind speed is greater than 130 mph, rads for ottaching pand roof sheathing to intermediate supports shag be spaced 6 inches on center for inn. 48 in. distance from rages, eaves, and gable end walls; and 4 in. on cents to gable end wag framing. a Gypsum sheathing shag conform to ASTM C 1396 and shall be installed in accordance with GA 253. Fiberboard sheathing shall conform to ASTM C 208. "Spocing of fasteners an floor sheathing pand edges Mies to pond edges supported by framing members and required blocking and at all floor peraneters only. Spacing of fasteners on roof sheathing panel edges ies to pond edges supported by froming members and required blocking Blocking of roof or floor sheathinpaid *es perpen � to the framing member need not be provided except as required by other provisions of this code. door pernneter shah be supported by fromng members or sols blocking. 'Where a rafter is fastened to an adjacent parallel ceiling jopint in accordance with this schedule provide two toe nails on one sloe of the rafter and toe naffs from the cerTng gist to top plate in accordance with this schedule. The toe nal 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 CALGREEN REQUIREMENTS -COVERING OF DUCT OPENINGS AND PROTECTION OF MECHANICAL EQUIPMENT DURING CONSTRUCTION. AT THE TIME OF ROUGH INSTALLATION, DURING STORAGE ON THE CONSTRUCTION SiTE, AND UNTIL FINAL STARTUP OF THE HEATING, COOLING, AND VENTILATING EQUIPMENT, ALL DUCT AND OTHER RELATED AIR DISTRIBUTION COMPONENT OPENINGS SHAL BE COVERED WITH TAPE, PLASTIC, SHEETMETAL OR OTHER METHODS ACCEPTABLE TO THE ENFORCING AGENCY TO REDUCE THE AMOUNT Al 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, PERCHLORO ETHYLENE 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(x)(3) AND OTHER REQUIREMENTS INCLUDING PROHIBITIONS ON USE OF CERTAIN TOXIC COMPOUNDS AND OZONE DEPLETING SUBTANCES, iN SECTIONS 9522(c)(2) AND (d)(2) OF CALIF. CODE OF REGULATIONS, TITLE 17, COMMENCING WiTH SECTION 94520; AND IN AREAS UNDER THE JURISDICTION OF THE BAY AREA AIR QUALITY MANAGEMENT DISTRICT ADDITIONALLY COMPLY WITH THE PERCENT VOC BY WEIGHT OF PRODUCT LIMITS OF REG. 8, RULE 49. -VERIFICATION OF COMPLIANCE WITH THiS SECTION SHALL BE PROVIDED AT THE REQUEST OF THE ENFORCING AGENCY. DOCUMENTATION MAY INCLUDE, BUT IS NOT LiMITED TO, THE FOLLOWING: 1. MANUFACTURERE'S PRODUCT SPECIFICATION, 2. FIELD VERIFICATION OF ON SITE PRODUCT CONTAINERS. -ALL CRPET INSTALLED IN THE BUILDING INTEROR SHALL MEET THE TESTING AND PRODUCT REQUIREMENTS OF ONE OF THE FOLLOWING: 1. CARPET AND RUG INSTITUTE'S GREEN LABEL PLUS PROGRAM, 2. CALIF. DEPT. OF PUBLIC HEALTH, "STANDARD METHOD FOR THE TESTING & EVALUATION OF VOLATILE ORGANIC CHEMICAL EMISSINS FROM INDOOR SOURCES USING ENVIRONMENTAL CHAMBERS" VERSION 1.1 FEBRUARY 2010(ALSO KNOWN AS SPECIFICATION 01350). 3. NSF/ANSI 140 AT THE GOLD LEVEL. 4. SCIENTIFIC CERTIFICATIONS SYSTEMS INDOOR ADVANTAGE GOLD. -ALL CARPET CUSHION INSTALLED IN THE BUILDING iNTEROR SHALL MEET THE REQUIREMENTS OF CARPET & RUG INSTITUTE'S GREEN LABEL PROGRAM. -ALL CARPET ADHESIVE SHALL MEET THE REQUIREMENTS OF TABLE 4.504.1 -WHERE RESILIENT FLOORING IS INSTALLED, AT LEAST 80% OF FLOOR AREA RECEIVING RESILIENT FLOORING SHALL COMPLY WITH ONE OR MORE OF THE FOLLOWING: 1. VOC LIMITS DEFINED iN THE COLLABORATIVE FOR HIGH PERFORMANCE SCHOOLS(CHPS) HIGH PERFORMANCE PRODUCTS DATABASE, 2. PRODUCTS COMPIANT WITH CHPS CRITERIA CERTIFIED UNDER THE GREENGAURD CHILDREN AND SCHOOLS PROGRAM. 3. CERTIFICATION UNDER THE RESiUANT 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 -CERIFICATION 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" (12.7mrn) 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: Al 1. THE HEAT LOSS AND HEAT GAiN IS ESTABLISHED ACCORDING TO ANSi/ACCA 2 MANUAL J--2011(RESIDENTIAL LOAD CALCULATION), ASHRAE HANDBOOKS OR OTHER EQUIVALENT DESIGN SOFTWARE OR METHODS. 2. DUCT SYSTEMS ARE SIZED ACCORDING TO ANSI/ACCA 1 MANUAL D --2014(RESIDENTIAL DUCT SYSTEMS), ASHRAE HANDBOOKS OR OTHER EQUIVALENT DESIGN SOFTWARE OR METHODS. 3. SELECT HEATING AND COOLING EQUIPMENT ACCORDING TO ANSI/ACCA 3 MANUAL S--2014(RESIDENTIAL EQUIPMENT SELECTION) OR OTHER EQUIVALENT DESIGN SOFTWARE OR METHODS. 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 Al WATER CLOSETS: s 1.28 GAL/FLUSH URINALS: S 0.125 GAL/FLUSH SINGLE SHOWER HEADS: SINGLE:< 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 0 80 PSI OR ONLY ONE SHOWER OUTLET IS TO BE IN OPERATION AT A TIME RESIDENTIAL LAVATORY FAUCETS: S 1.2 GPM ® 60 PSI. MIN. FLOW RATE SHALL NOT BE LESS THAN .08 GPM AT 20 PSI LAVATORY FAUCETS IN COMMON AND PUBLIC USE AREAS OF RESIDENTIAL BUILDINGS: S 0.5 GPM 0 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 construction, not only in winter months. Cal Green 4.106.2 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. Wil THE WiLDLAND URBAN INTERFACE PROVISIONS OF THE 2016 CRC SECTION 337 APPLY T01 THIS PROJECT PERMIT # ;9 02.2 Y BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE U DATE j 7 7 BY - C_ (5 SCOPE OF WORK: CONSTRUCT NEW 1 STORY WOOD FRAMED RESIDENCE(2806 SQ. FT.) WITH 2240 SQ. FT. COVERED DECK AZ & A 990 SQ. FT. ATTACHED GARAGE. ALL WORK ON THIS PROJECT SHALL CONFORM TO THE ADOPTED EDITIONS OF THE 2016 CBC, 2016 CRC 2016 CMC 2016 CPG , THE 2016 CALIF. ELECT. CODE 2016 CALIF. ENERGY STANDARDS & 2016 GREEN BUILDING STANDARDS CODE OCCUPANCY IS RESIDENTIAL TYPE OF CONSTRUCTION IS WOOD FRAME REV! P --W :.D 1,, 17-0214 FOR CODE COMPLIANCE 2017 s1 APR 11 2017 INTERWEST CONSULTING GROUP NOTE: THIS BUILDING WILL HAVE FIRE SPRINKLERS INSTALLED PERMIT FOR FIRE SPRINKLERS WILL NEED TO BE APPLIED FOR AND ISSUED PRIOR TO ROUGH FRAMING INSPECTION R--3 OCCUPANCY U OCCUPANCY V -B CONSTRUCTION APR 05 2017 INTERW€ST DRAWN BY, B. RUBANOFF DATE - 1 -20-17 INDEX 1. FLOOR PLAN 2. FOUNDATION & FLOOR FRAMING PLAN 3. ROOF FRAMING PLAN ROOF PLAN R: 4. CROSS SECTION DETAILS 5. EXTERIOR ELEVATIONS 6. EXTERIOR ELEVATIONS 7. ELECTRICAL PLAN 8. SITE PLAN GAS PIPING PLAN SN. ENGINEERING NOTES SD1. SD2. ENGINEERING DETAILS SD3. SHEET # COVER fel/ /!�:, �y 691� co r D) Q In 07 L.,_J cD O CY- m (A M O :2 Q a) O LZ O It .. UOQ� -J < W d M m �U WJQJ z p 1 C3)J I 04 ONLY Q (.5LLJ CLLOWN cin F-- z M r W W .-. U Q Or ce.x U W ~ O O ,Q In LO �s . 1y m = of Q ry © m m rail DRAWN BY, B. RUBANOFF DATE - 1 -20-17 INDEX 1. FLOOR PLAN 2. FOUNDATION & FLOOR FRAMING PLAN 3. ROOF FRAMING PLAN ROOF PLAN R: 4. CROSS SECTION DETAILS 5. EXTERIOR ELEVATIONS 6. EXTERIOR ELEVATIONS 7. ELECTRICAL PLAN 8. SITE PLAN GAS PIPING PLAN SN. ENGINEERING NOTES SD1. SD2. ENGINEERING DETAILS SD3. SHEET # COVER fel/ /!�:, �y 691� Q • • L.,_J cD O CY- m (A M O :2 Q a) O LL_ W UOQ� O Z LLL LL- CID M WJQJ _J I � = Q (.5LLJ o cin F-- 7V =) LLJ Q 0 J � j O CL V) of Q ry .�.: U DRAWN BY, B. RUBANOFF DATE - 1 -20-17 INDEX 1. FLOOR PLAN 2. FOUNDATION & FLOOR FRAMING PLAN 3. ROOF FRAMING PLAN ROOF PLAN R: 4. CROSS SECTION DETAILS 5. EXTERIOR ELEVATIONS 6. EXTERIOR ELEVATIONS 7. ELECTRICAL PLAN 8. SITE PLAN GAS PIPING PLAN SN. ENGINEERING NOTES SD1. SD2. ENGINEERING DETAILS SD3. SHEET # COVER fel/ /!�:, �y 691� I 0 1 0 AC PAD =ticV co I 108'-O" _Dn 4'-0" 11'-5" 11'-5" 11'-5" 11'_6" GENERAL NOTES 1. ALL LUMBER TO BE DOUG FIR #2 AND BETTER, STUDS TO BE STUD '-32 2`-10" GRADE OR BETTER, UNLESS OTHERWISE NOTED 2. ALL HEADERS TO BE 6X12 DF#2 UNLESS OTHERWISE NOTED 3. ALL CEILINGS TO BE 9'-0" UNLESS OTHERWISE NOTED A 4. INSULATE AT TUB AND SHOWER EXTERIOR WALLS BEFORE NAILING 4 B d,�•�' UP SIDING -----^-- -- r---------- ----------- --------:# -- TYP. �o-------------------- -- — 5. SEE TITLE SHEET FOR ADDITIONAL NOTES �{ a lb 4X12 DF 1 BEAM �, —_—._----- �— PG<c,� I eG eG eG %KeG� �Q�� pQGpI _ 6. BLOCK FOR TOWEL BARS 7. WINDOW AND SLIDING GLASS DOOR OPENINGS ARE PER CALL -OUT. DOOR I 80 SHOWER OPENINGS TUB/SHOWER COMBINATIONS SHALL BE PROVIDED WITH INDIVIDUAL CONTROL VALVES OF THE PRESSURE BALANCE OR THE # # I NOTE: DECK POSTS ARE I co THERMOSTATIC MIXING VALVE TYPE # CONTINUOUS FROM I 1 9. BOND ALL METAL GAS & WATER PIPES TO GROUND. FNDN. TO ROOF, TYP.I ALL GROUND CLAMPS SHALL BE ACCESSABLE AND OF AN z o APPROVED TYPE(CEC 250.104) I COV. DECK I o Z I SHOWER NOTES: # I o z 1. THE MIN. FINISHED INTERIOR AREA OF A SHOWER NEEDS TO BE AT o g LEAST 1024 SQ. IN. WITH A MIN. DIMENSION OF 30". THE SHOWER AREA to AND DIMENSIONS SHALL BE MAINTAINED TO A POINT OF NOT LESS THAN 72" Op ABOVE THE DRAIN INLET. THE SHOWER WALLS SHALL BE FINISHED WITH fs A HARD, NON ABSORBENT SURFACE TO A HEIGHT OF NOT LESS THAN 72". c� I G o 00 2. THE BASE FOR ADHESIVE APPLICATION OF WALL TILE OR OTHER NON ABSORBENT A Lab' I 1 FINISH MATERIAL IN TUB ABD SHOWER AREAS SHALL COMPLY WITH ASTM C 1178, C1278 A L=8 { 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 303a SH. 8068 SL. GL. DR. 15068 SL. GL DR. TEMP.2 +� v = GYP. BOARD SHALL NOT BE USED OVER A CALSS I OR 11 VAPOR BARRIER IN TUB OR I TEMP.2 IX, `j SHOWER COMPARTMENTS. CRC R702.3.8 I J IFS N CABINETS A = D_Vp A A JHB. # NOTE: HEATING/COOLING DUCTS LOCATED IN ATTIC I Vt/A NOTE: ALL HOT WATER SUPPLY PIPING 3/4" AND GREATER SHALL BE INSULATED PER CPC SECTION I 150.00)2.vi. MASTER i oQGo� P3 NOTE: ALL HOT WATER SUPPLY PIPING FROM THE HEATING SOURCE TO THE KITCHEN FIXTURES BATH N SHALL BE INSULATED PER CPC SECTION 150.002.vi. I 3 C BACK-UP 04 GENERATOR = i/� a 2'-5" 3'-2" MASTER I FLOOR PLAN STRUCTURAL NOTES: �} x EPA APPROVED SEALED PAD wnnnLn h DIRECT VENTLi I "�O H- BEDROOM I PROPANE FIREPLACE yc M 0 I F VING ROOM o ci 'n & HEARTH. INSTALL d m PER MAN. SPECS. O N o�� 7' HIGH N A fSHOWER WALLSTILE '-7" — 13'-0" 2'-0" 74" CENTER LINE OF VAULT m 1 7' HIGH �i TWALLS 2868 2668 PKT. — �o FURN. DRYERiWASHER II I I •I A V.T.O. FLOOR PLAN HOUSE: 2806 SQ. FT. GARAGE: 990 SQ. FT. A2 Lv_r.o. JLJ III COV. PORCH: 2240 SQ. F{ I in I I 00 0f •• W I t l # 0 M CO M a in N o I morn M 1 2668 P n J t W.1. C. I # 0 p LJ <UJ VENTED I — 3068 SC. T&B ,_0" 10'-0" � Q 1/2 LITE TEMP.2 UTILITY J - " p� cil DIRECT ENT FOLDING TABLE wVj P2668=____1/2 I Q — — ^ SHELF & POLE BATH 1 O O. -- — — — U S&P N LINEN CABS. tj CABS. NN o a w mm3 -0 " -- — — — _ co xo N I �I NpV) BATH #2 � 1MQQ# I N L_J m SHELF & POLE -- --- t io co to -- I 1 N N N 6068 BI -PASS 3'-112" V I ENTRY BEDROOM #3 °" IQ BEDROOM #2 �, I Fn I o co Ik; :d. A� �O i� w J Iui a> 00 yo 03 N_ N DINING ROOM I .J v 0 0 t i7 KITCHEN w EATING BAR — II rr IO\ -''2" f 7'-_3j'! t! Nq /10 m N OFFICE U 1.) SEE TYPICAL NOTE SHEET SN AND TYPICAL DETAIL 41 L=16' I SHEETS SD1--SD3 FOR ADDITIONAL INFORMATION, 2.) TYPICAL MINIMUM BEARING WALL FRAMING U.N.O.: I EXTERIOR WALL: 2X6 DF STUD AT 16" O.C. INTERIOR WALLS: 2X4- DF STUD AT 16" O.C. I 3.) SEE DETAIL 5/SD1 FOR TYPICAL STUD WALL # ELEVATION AND TYPICAL WALL OPENING SCHEDULE. u-; Ooo 4.) ANY DISCREPANCIES BETWEEN FRAMING SHOWN AND FIELD CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ENGINEER OF RECORD. I 5.) ALL EXPOSED FRAMING SHALL BE PRESSURE I TREATED WITH TREATMENT PROCESS AND I APPLICATION APPROPRIATE FOR EXPOSURE ACCORDING TO MFR'S WRITTEN GUIDELINES. I t 6.) ALL STRUCTURAL MEMBERS SHALL BE FASTENED IN J I t COMPLIANCE WITH 2016 CBC FASTENING SCHEDULE, TABLE 2304.9.1, UNLESS NOTED OTHERWISE. o I A=HDU2/SSTBI6 = 3630 TYP. PAD rn CONC. '+' =ADD STUD DIRECTLY BELOW EACH, TRUSS THIS LINE 1 1 i� LANDING L= SD co zO LZ +18" PLATFORM :668 2868 SC STEP(S) AS REQ'D. SELF- BY SITE. 7 3/4" CLOSER MAX. RISE, 11" MIN. TREAD DIRECT M 2 VENT TANKLESS WATER HT a c> sn t A f co A t0 O n 13'-0"'-0"6 L=4' NOTE: 5/8" GYP. BD. AT GARAGE CEILINGS 1/2" GYP. BD. AT ALL GARAGE WALLS PANTRYM3 QQIi tCJz kslhI LLJ CMc. 305.1 • # OM1IXAA %4111#17 EGRESS EGRESS 4050 SH. 4050 SH. 4050 SH. 2-3068 SC. W/ 5036 SL. 2640 SH. A A 3A 6010 FIX ABOVE A �' 3A L=8' L=8' C .�,P I I OV. DECK -------- — — — — #-------#------ ----I----I---- — —--------- — ---------I 4X12 DF.#1 BEAM TYP---- -- --- - I— ro ro ro o} G +G°c bK } °` �} G� 4 0% e e e e e sD1 e � TYP. A 4 12040 CONC. LANDING -43n 44 # t_ n '-2jIt t �1n ,_* ,_2" 3'-4" 14'-11" 20 ' " 12'-11" ''2 '-4" 18'-4" 7'-6" 12'-0" 12'-0" 12'-0" 12t-0" 12'-0" 12'-0" ----8'-0" 4'-0" STEP(S) AS REQ'D. BY SITE. 7 3/4" MAX. RISE, 11" MIN. TREAD 0 i 8080 METAL SECTIONAL GARAGE DOOR AA 1/2"X12" GLULAM HDR. 24F- 4 t_1" a& GARAGE PERMIT # 9/7 ©.2 7 Y BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DATE Y /T �% BY-- A 16080 METAL SECTIONAL GARAGE DOOR a 5 1/2"X12" GLULAM HDR. 24F -V4 6 L=4' 6'-0" 1_61 M w ow �j �> o t o o N d z=m w�m o m > 1w crz0 adz HB. L=4' c� m rn * EX �'l CIVII e'R 9 OF CAOfa�� THESE PLANS HAVE MEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS 108'-0" FLOOR PLAN HOUSE: 2806 SQ. FT. GARAGE: 990 SQ. FT. A2 III COV. PORCH: 2240 SQ. F{ STEP(S) AS REQ'D. BY SITE. 7 3/4" MAX. RISE, 11" MIN. TREAD 0 i 8080 METAL SECTIONAL GARAGE DOOR AA 1/2"X12" GLULAM HDR. 24F- 4 t_1" a& GARAGE PERMIT # 9/7 ©.2 7 Y BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DATE Y /T �% BY-- A 16080 METAL SECTIONAL GARAGE DOOR a 5 1/2"X12" GLULAM HDR. 24F -V4 6 L=4' 6'-0" 1_61 M w ow �j �> o t o o N d z=m w�m o m > 1w crz0 adz HB. L=4' c� m rn * EX �'l CIVII e'R 9 OF CAOfa�� THESE PLANS HAVE MEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS DRAWN BY: B. RUBANOFF CHECKED, DATEt B-25-16 SCALE, 1/4'=1'-0' U.N,0, JOB: CUMBERLAND REVIEWED FOR CODE COMPLIANCE APR 11 2017 1l I T ERVVEST CONSULTING GROUP SHEET # 1 BF 8 Z a 0f •• W Lo 0 M CO M 0>p0) 0 o W morn Cfl W J Q J 0 p LJ <UJ Z � � Q J p� Q O U DRAWN BY: B. RUBANOFF CHECKED, DATEt B-25-16 SCALE, 1/4'=1'-0' U.N,0, JOB: CUMBERLAND REVIEWED FOR CODE COMPLIANCE APR 11 2017 1l I T ERVVEST CONSULTING GROUP SHEET # 1 BF 8 ROOF FRAMING NOTES 1. DO NOT CUT ALTER OR DRILL TRUSSES 2. SEE EXTERIOR ELEVATIONS FOR SIZE AND LOCATION OF GABLE END VENTS 3. ROOF DESIGN - ROOF TRUSSES AT 2'-0" WITH R-49 INSULATION BETWEEN THE TRUSSES - 15# FELT - COMP. ROOF - SNOW LOAD 0# 4. PROVIDE DIAGANOL AND SWAY BRACING AT ROOF TRUSSES 5. H2.5 ANCHORS AT EACH TRUSS UNLESS OTHERWISE NOTED 6. BLOCK FOR CABINETS 7. 6X12 DF#2 TYPICAL HEADER UNLESS OTHERWISE NOTED 8. SEE TITLE SHEET FOR ADDITIONAL NOTES 9. PROVIDE H2.5 ANCHORS CSL ALL ROOF/WALL CONNECTIONS 10. TOP PLATE SPLICES W/ 12-16d EACH SIDE U.N.O. ATTIC VENTILATION CALCS.: 5664 SQ. FT./300=18.88 SQ. FT, 18.88 SQ. FT./2=9.44 SQ. FT. 4-14"X24 SCREENED G.E. VENT=5.76 SO. FT. 1-14"X12" SCREENED G.E. VENT=1.24 SQ. FT. 7-8"X8" SCREENED VENT SURE ROOF VENT=2.45 SQ. FT. TOTAL=9.45 SQ. FT. 6-22"X3 1/2" SCREENED BRANDGUARD EAVE VENT=0.9 SQ. FT, 6-120"X5 1/2" SCREENED BRANDGUARD CONT. SOFFIT VENT= TOTAL=11.1 SQ. FT. TOTAL=20.55 SO. FT. NOTE: TO USE THE 1/300 CALCULATION: PAPER BACKED CEILING INSULATION OR KELLY MOORE 95-500 VAPOR SHIELD PRIMER ® CEILING MUST BE USED. ROOF PLAN STRUCTURAL NOTES: B. RUBANOFF CHECKED+ DATEf 8-25-16 SCALEt 1/4'=1'-0' U.N.D. JOB: CUMBERLAND ERMIT # BUTTE COUNTY DEVELOPMENT SERV 1.) SEE TYPICAL NOTE SHEET SN AND TYPICAL DETAIL REVIEWED FOR CODE COMPLIANCE to SHEETS SD1-SD3 FOR ADDITIONAL INFORMATION. 3 OF 8 rn 2.) TYPICAL ROOF SHEATHING (UNO): 1/2" THICK, APA, LL. p TECO, OR PITTSBURGH RATED SHEATHING, SPAN�- O RATING 32/16, EXPOSURE 1 STRUCTURAL PANELS, m zQ N Z APPLIED WITH LONG DIMENSION ACROSS SUPPORTS w I AND ADJACENT PANELS STAGGERED WITH 4' ENDS Z m m 00 OFFSET 4'. EDGE NAIL WITH 8d COMMON OR EQUIVALENT (0.131" DIA X 2 1/2") AT 6" O.C. AT Q �- O >- w p ALL PANEL EDGES, BOUNDARIES, GABLE ENDS, ry m I.-- M BLOCKING AND WHERE INDICATED ON PLAN. FIELD r)m p m o 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 Z BY OTHERS. < I ly 4.) TYPICAL HEADER BELOW SHALL BE 6X12 DF -L •• W UD O #2 UNO. IEC m w M 0 or) o 5.) PROVIDE 4X POST MIN. AT ALL BEAM AND GIRDER TRUSS BEARING POINTS LL- Q Lr) AND CONTINUE IN WALL TO FOUNDATION. W („) 0 0) O ry UD 3.) PROVIDE POS. ATTACHMENT OF ALL POST TO BEAM, Z W �`- M BEAM TO BEAM, BEAM TO POST, AND POST TO POST CONN'S WITH (2) ST22 STRAPS MIN. AND A35 CLIPS, Ld W U.N.O. PER PLAN AND DETAILS. U) -r U 7.) ANY DISCREPANCIES BETWEEN FRAMING SHOWN AND Z J FIELD CONDITIONS SHALL BE IMMEDIATELY BROUGHT � TO THE ENGINEER OF RECORD. < 0 3.) ALL EXPOSED FRAMING SHALL BE PRESSURE 0 a; TREATED WITH TREATMENT PROCESS AND APPLICATION (A ia-� Q APPROPRIATE FOR EXPOSURE ACCORDING TO MFR'S 0 WRITTEN GUIDELINES. K12 BEAM, TYP. GE 12" r N RIDGE 3D. It II EX12 BEAM, TYP. I HATCHED AREA INDICATE SLOPED CEILING ROOF PLAN SCALE: 1/1 6"=1'-O' PROVIDE (6)22"X3 1/2" SCREENED BRANDGUARD EAVE VENTS ® GARAGE3 Dy K fi a 4 C7 8 ANO * EXP. t� air ).C. CAIIfO , THESE PLANS HAVE BEEN REVIEkAJED FOR CO%'?PLIANCE ONLY WITH TIHE ATTACHED STRUCTURAL CALCULATIONS JACK REVtEED FOR CODE COMPLIAN ;E APR 11 2012 INTERWEST CONSULTING GRO DRAWN BYi B. RUBANOFF CHECKED+ DATEf 8-25-16 SCALEt 1/4'=1'-0' U.N.D. JOB: CUMBERLAND ERMIT # BUTTE COUNTY DEVELOPMENT SERV :.ES REVIEWED FOR CODE COMPLIANCE -ATE L4�/1 l ? BY SHEET # 3 OF 8 OPEN ROOF EAVES REQUIRE A6 NONCOMBUSTIBLE OR IGNITI, RESISTANT MATERIALS SUCH FIRE RESISTANT PLY. OR f RESISTANT OSB IN ACCORDANCE WITH 2016 Cf SECTION 337.7.4 DECK RAILS SHALL COMPLY WITH 201E CRC SECTION R312 2X6 P.T. DF.#2 RIM JO' 2X4 P.T. C PONY WALL 0 16" O.0 SECTION B -B 5 ANCHOR ALL TRUSSES CK BETWEEN TRUSSES CCX PLY. 0 EAVES W2 FASCIA BD. SECTION A -A 11-090- - �M SOFFIT RATED PLYWOOD WITH 3/8") '. EDGE NAILING, AND NAILING. ECK CLEAN OUT 1N FOOT VENT MAN. TRUSSES 2x BLOCKING BETWEEN TRUSSES FOR UPPER CABINETS STC. CUP 0 LOWER BOTTOM CHORD & INTERIOR NON BEARING WALLS INTERSECTIONS z-5/8" GYP BD /2" GYP BD UPPER CABIN 24 BLOCKING/CLIPS @ LBC i�tH" IIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE -1TE /7 /7 BY___ ----- 50 2" EVI EVVE ) FOR CGDE My PL AN( APR 11 2017 :LEAN OUT ISLAND SINK VENT DETAIL -7 Dul DRAWN BYt 0 B. RUBANDFF CHECKED: DATE; Z B-25-16 SCALE, a 1/4'=1'-0' UXO. JOB: CUMBERLAND E SHEET # 4 OF 8 •• w to 0 m co ro 0g0rn wUp� 0 w O Zw_! LL- O M O Lu < O) = U O ry F- J 0 v) cy-a Fy O s L) EVI EVVE ) FOR CGDE My PL AN( APR 11 2017 :LEAN OUT ISLAND SINK VENT DETAIL -7 Dul DRAWN BYt B. RUBANDFF CHECKED: DATE; B-25-16 SCALE, 1/4'=1'-0' UXO. JOB: CUMBERLAND E SHEET # 4 OF 8 N Z d-. 5 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 STAIRS: 7 3/4" MAX. RISE 11" MIN. TREAD NOTE: APPROVED FLASHING SHALL BE APPLIED SHINGLE FASHSION IN A MANNER TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. SELF—ASHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. FLUID APPLIED MEMBRANES USED AS FLASHING IN EXTERIOR WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. CRC SEC. R703.4 NOTE: APPROVED NUMBERS OR ADDRESSES SHALL BE PROVIDED FOR NEW BUILDINGS IN SUCH A POSITION AS TO BE CLEARLY VISIBLE AND LEGIBLE FROM THE STREET OR ROADWAY FRONTING THE PROPERTY. LETTERS OR NUMBERS SHALL BE A MINIMUM OF 4" IN HEIGHT AND STROKE OF MINIMUM 0.5 INCH AND OF A CONTRASTING COLOR TO THE BACKGROUND ITSELF. 2X4 TRIM 0 ALL ELEVATIONS FIBER CEMENT LAP SIDING 0/ APPROVED VAPOR BARRIER 0/ 7/11 SHEAR PLY. AT ALL ELEVATIONS 14"X18" SCREENED G.E. VENT 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 CLASS 'A' COMP. SHINGLES 15# FELT 1/2" OSB FRONT ELEM-ATION 2-14"X24" SCREENED G.E. VENT 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 '..RIGHT ELE-VATION-1 00 00 00 00 00 2X6 BARGE BD. 0000 000 000 000 0000 STAIRS: 7 3/4" MAX. RISE 11" MIN. TREAD mi NOT5 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 R337.1.5. 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 D3909 INSTALLED OVER THE COMBUSTIBLE DECKING. CRC R337.5.2. C•) WHEN PROVIDED, VALLEY FLASHINGS SHALL NOT BE LESS THAN 0.019 INCH (0.48 mm) NO. 26 GAGE 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 VALLEY. CRC R337.5.3. d.) ROOF GUTTERS SHALL BE PROVIDED WITH THE MEANS TO PREVENT THE ACCUMULATION OF LEAVES AND DEBRIS IN THE GUTTER. CRC R337.5.4. 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 R337.6.2. 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 8337.6.3. g.) 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 R337.8.2.1. h.) EXTERIOR DOORS SHALL BE OF APPROVED NONCOMBUSTIBLE OR IGNITION RESISTANT MATERIAL OR 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 R337.8.3. i.) 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 R337.7.3. 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 R337.7.3.1. 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 RESISTIVE ASSEMBLY APPLIED TO THE UNDERSIDE OF THE ROOF DECK. CRC R337.7.4. 1.) THE DECKING MATERIAL SHALL BE IN ACCORDANCE WITH CRC SEC. R337.9 AND THE EXTERIOR PORCH CEILINGS ARE TO BE EITHER IGNITION RESISTANT OR NON—COMBUSTIBLE PER CRC SEC. 337.7.6. 2X6 FASCIA BD. PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR U CODE COMPLIANCE Wjc EVIEV ED FOR CODE COMPLIANCE APR 11 2017 INTLE: R;NEST CONSULTING GROUP DRAWN BY, 0 CHECKEDt DATEt Z SCALE{ 1/4'=1`-0' U.N.O. JOB: Q SHEET # 5 J ry •• W m to 0 0 0) 0 Li D< In i W Uprn 0 U Z c W W to M W J •J 'Q _1 G_] u j Ljj H C Lo' Z tai J Q 0 � j Q a: U DRAWN BY, B. RUBANOFF CHECKEDt DATEt 8-25-16 SCALE{ 1/4'=1`-0' U.N.O. JOB: CUMBERLAND SHEET # 5 OF 8 2X4 TRIM ® ALL ELEVATIONS FIBER CEMENT LAP SIDING 0/ APPROVED VAPOR BARRIER 0/ 7/11 SHEAR PLY. AT ALL ELEVATIONS 0 STAIRS: 7 3/4" MAX. RISE 11" MIN. TREAD REAR ELEVATION LEFT ELEVATION � 11 ME E STAIRS: 7 3/4" MAX. RISE 11" MIN. TREAD CLASS 'A' COMP. SHINGLES 17 FELT 1 2 OSB 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 MIN: 1.25 MIN 1. M41NIMUM ONE HANDRAIL ON ONE SIDE OF 2"AX. STAIIIRWELL 2. HiANDRAILS TO BE CONTINUOUS WITHOUTMIN. INTEERRUPTION BY NEWEL POSTS OR OTHER OBS .TRUCTIONS, AND SHALL EXTEND FROM TOP 2X BLOCK RISEER TO BOTTOM RISER AS REQ. 3. HiANDRAILS SHALL BE MADE WITH A GRIPPING 1/2" GWB - SURPFACE. 2X FRAMING STAIR RAIL DETAIL 16"OC PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR t/ CODE COMPLIANCE r)ATE ` / % -17 6Y �C 6 RRE �'ia" D Y- FOR CODE COMPLIANCE APR 11 2017 INTERVVEST CONSULTING GROUP DRAWN BY: n CHECKED: DATEt Z SCALEr 1/4'=1'•-0' U.N.O. JOB, Q SHEET # 6 OF 8 ry ..w �o cn (b M L ��� O w U Q cy) O M Z JELL:LLJ i 0 Lu to = O Ljj 1— tY_ �ZJ Q � 86 0 J O a_ I) cr- Q Iz 0 U DRAWN BY: B. RUBfANOFF CHECKED: DATEt 8-25-16 SCALEr 1/4'=1'•-0' U.N.O. JOB, CUMBERLAND SHEET # 6 OF 8 AIR QUALITY NOTE: 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 BE 50 CFM EACH TOTALING 100 CFM THIS IS BETTER THAN THE 60 CFM THE RESIDENTIAL MANUAL RECOMMENDS IN TABLE 4-7 VENT FAN TO OUTSIDE FAN TO RUN CONTINUOUSLY W/2 -STAGE MOTOR BATHROOM EXHAUST FANS SHALL BE ENERGY STAR COMPLIANT AND THE FAN SHALL BE CONTROLLED BY A HUMIDISTAT WHICH IS READILY ACCESSIBLE(CGBSC 4.506.1) 0E.F. `• � i 5 I) CFM Q hI L_i 4-r2" G F M I FCFc L22Q RE� � E2 � +42" � E2 FL M 1 I'm FL.`-,� W11+42„ J r--- -_- CFM J I { { E)= I DIM. — — I NOTE: ALL EXHAUST FANS SHALL BE DUCTED TO THE OUT SIDE NOTE: THE 1/2 BATH AND BATH #2 EXHAUST FANS USED FOR IAQ 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. WP. GFI FL- :i I I I oI I f i 1 I I 1 I '.1 I I L I I I 3 I I 50 I I CFM "I E)-- - — — — — — — — — — )------------- F1 I { 1 i L I I ® s +42" is GFI ------ L_� FAN DIM. II I I 0= I { I ® =E) I I ® I I I j I L -- I =0 I I Q{ WP. GFI 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 GAS SUPPLY LINE WITH A CAPACITY OF AT LEAST 200,000 BTU/HR. d.) THE WATER HEATER SHALL HAVE ISOLATION VALVES ON BOTH THE COLD WATER P 1 SUPPLY AND THE HOT WATER SUPPLY PIPE LEAVING THE WATER HEATER, AND HOSE BIBS OR OTHER FITTINGS ON EACH VALVE FOR FLUSHING THE WATER HEATER WHEN THE VALVES ARE CLOSED. DIM. r---------------- I I I t� �► � II I G.D. & DW. ELECTRICAL PLAN NOTES RECEPTACLE a.) SMOKE ALARMS OR DETECTORS SHALL NOT BE LOCATED WITHIN UNFINISHED ATTICS TERS SHALL BE m o +2" 2B GFCI +42", U.N.O. OR GARAGES OR IN OTHER SPACES WHERE TEMPERATURES CAN FALL BELOW 40 F 1. PERMANET WIRE ALL SMOKE DETECTORS ON A DETECTED CIRCUIT HOOD FAN W(►� OR ABOVE 100 F. 2. THE FOLLOWING GUIDE LINES MUST BE MET ON WALL PLUGSTHE 2 BRANCH CIRCUIT SERVING THE GARAGE RECEPTACLES SHALL NOT SERVE b.) WHERE THE MOUNTING SURFACE MAY BECOME CONSIDERABLY WARMER OR COOLER -ANY WALL OVER 2'-O" IN LENGTH SHALL HAVE A RECEPTACLE OUTLETS OUTSIDE OF THE GARAGE -,.- THAN THE ROOM, SUCH AS A POORLY INSULATED CEILING BELOW AN UNFINISHED -RECEPTACLES SHALL BE INSTALLED 6' FROM A WALL BREAK AND 12' O.C. MAX. - SPECIFY TAMPER RESISTANT RECEPTACLES IN THE DWELLING. ALL 125 -VOLT ATTIC OR AN EXTERIOR WALL, SMOKE ALARMS AND DETECTORS SHALL BE MOUNTED W SINGLE PHASE, 15 AND 20 AMP RECEPTACLES SHALL BE LISTED TAMPER - CD ON AN INSIDE WALL. -ALL PLUGS AT KITCHEN, BATHROOMS, OUTSIDE, AND AT THE GARAGE SHALL RESISTANT RECEPTACLES. (THROUGHOUT) 2013 CEC ARTICLE 406.11 c.) SMOKE ALARMS OR DETECTORS SHALL BE INSTALLED A MINIMUM OF 20' HORIZONTAL BE G.F.I. PROTECTED FOR THIS PROJECT IT ONLY APLUES TO REWIRING OR ADDITIONS. DISTANCE FROM A PERMANENTLY INSTALLED COOKING APPLIANCE EXCEPT IONIZATION SMOKE -PROVIDE AT LEAST TWO 20 AMP CIRCUITS AT KITCHEN AND LAUNDRY ROOMS -FIXTURES, LAMP HOLDERS AND RECEPTACLE OUTLETS SHALL BE SECURELY SUPPORTED. A FIXTURE LL_ ALARMS WITH AN ALARM SILENCING SWITCH OR PHOTOELECTRIC SMOKE ALARMS. -FIELD VERIFY LOCATION OF SERVICE PANEL AND METER WITH LOCAL BUILDING THAT WEIGHS MORE THAN 6 POUNDS OR EXCEEDS 16 INCHES IN ANY DIMENSIONS SHALL NOT BE d.) SMOKE ALARMS SHALL BE INSTALLED NOT LESS THAN A 3 FOOT HORIZONTAL DISTANCE DEPARTMENT AND THE POWER COMPANY SUPPORTED BY THE SCREW SHELL OF A LAMP HOLDER. OULET BOXESSHALL NOT BE USED AS THE rn FROM THE DOOR OR OPENING OF A BATHROOM THAT CONTAINS A BATHTUB OR SHOWER -THE LOCATION OF PHONE AND T.V. JACKS TO BE OWNER APPROVED PRIOR TO INSTALLATION SOLE SUPPORT FOR CEILING (PADDLE) FANS. e.) UNLESS THIS WOULD PREVENT PLACEMENT OF OTHER REQUIRED SMOKE ALARMS. SMOKE ALARMS AND DETECTORS SHALL NOT BE IINSTALLED WITHIN A 36" HORIZONTAL -PROVIDE ELECTRICAL FOR HEAT AND AIR UNIT TO BE LOCATED AT THE SITE -ALL WORK ON THIS PROJECT SHALL CONFORM TO THE ADOPTED EDITIONS J Lj PATH FROM THE SUPPLY REGISTERS OF A FORCED AIR HEATING OR COOLING SYSTEM VERIFY WITH OWNER PRIOR TO CONSTRUCTION OF THE 2016 CAUF. ELECT. CODE V) AND SHALL BE INSTALLED OUTSIDE THE DIRECT AIRFLOW FROM THOSE REGISTERS. -PROVIDE 20 AMP BRANCH CIRCUITS AT BATHROOMS NOTE: PROVIDE AN INTERSYSTEM BONDING ELECTRODE WHICH INCLUDES O SMOKE ALARMS AND DETECTORS SHALL NOT BE INSTALLED WITHIN A 36" PATH FROM -BATHROOM RECEPTACLES SHALL BE SUPPLIED BY A SEPARATE 20 AMP CIRCUIT PROVISIONS FOR CONNECTING AT LEAST THREE GROUNDING OR BONDING WP, DISCONNECT THE TIP OF THE BLADE OF A CEILING -SUSPENDED (PADDLE) FAN. AND SHALL NOT HAVE EXHAUST FAN, LIGHTING OR OTHER OUTLETS ON IT AS CONDUCTORS REQUIRED FOR COMMUNICATIONS SYSTEMS SHALL BE INSTALLED g.) A SMOKE ALARM OR DETECTOR LOCATED AT STAIRS LEADING TO OTHER OCCUPIED LEVELS -ALL NEW 120 -VOLT, SINGLE PHASE, 15 AND 20 AMP BRANCH CIRCUITS Q G SHALL BE LOCATED SO THAT SMOKE RISING IN THE STAIRWAY CANNOT BE PREVENTED FROM E1 INSTALLED IN DWELLING UNIT FAMILY ROOMS, KITCHENS, DINING ROOMS, EXTERNALLY AT THE SERVICE ENTRANCE PANEL AS SPECIFIED IN CEC800.100B REACHING THE SMOKE ALARM OR DETECTOR BY AN INTERVENING DOOR OR OBSTRUCTION. LIVING ROOMS, PARLORS, UBRARIES, DENS, BEDROOMS, SUNRROMS, RECREATION AND CEC 250.94 h.) FOR STAIRWAYS LEADING UP FROM A BASEMENT, SMOKE ALARMS OR DETECTORS SHALL ROOMS, CLOSETS, HALLWAYS, LAUNDRY ROOMS OR SIMILAR ROOMS OR AREAS BE LOCATED ON THE BASEMENT CEILING NEAR THE ENTRY TO THE STAIRS. SHALL BE PROTECTED BY A LISTED ARC -FAULT CIRCUIT INTERRUPTER, Q SMOKE ALARMS AND DETECTORS SHALL BE INSTALLED AT THE HIGHEST POINT OF A COFFERED COMBINATION TYPE, INSTALLED TO PROVIDE PROTECTION OF THE BRANCH U CEIUNG OR ON THE SLOPED PORTION OF THE CEILING WITHIN 12" VETICALLY DOWN FROM THE CIRCUITS. HIGHEST POINT. - ALL 15/20 AMPERE RECEPTACLES INSTALLED PER CEC 210.52 SHALL BE LISTED TAMPER RESISTANT RECEPTACLES. AIR QUALITY NOTE: 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 BE 50 CFM EACH TOTALING 100 CFM THIS IS BETTER THAN THE 60 CFM THE RESIDENTIAL MANUAL RECOMMENDS IN TABLE 4-7 VENT FAN TO OUTSIDE FAN TO RUN CONTINUOUSLY W/2 -STAGE MOTOR BATHROOM EXHAUST FANS SHALL BE ENERGY STAR COMPLIANT AND THE FAN SHALL BE CONTROLLED BY A HUMIDISTAT WHICH IS READILY ACCESSIBLE(CGBSC 4.506.1) 0E.F. `• � i 5 I) CFM Q hI L_i 4-r2" G F M I FCFc L22Q RE� � E2 � +42" � E2 FL M 1 I'm FL.`-,� W11+42„ J r--- -_- CFM J I { { E)= I DIM. — — I NOTE: ALL EXHAUST FANS SHALL BE DUCTED TO THE OUT SIDE NOTE: THE 1/2 BATH AND BATH #2 EXHAUST FANS USED FOR IAQ 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. WP. GFI FL- :i I I I oI I f i 1 I I 1 I '.1 I I L I I I 3 I I 50 I I CFM "I E)-- - — — — — — — — — — )------------- F1 I { 1 i L I I ® s +42" is GFI ------ L_� FAN DIM. II I I 0= I { I ® =E) I I ® I I I j I L -- I =0 I I Q{ WP. GFI 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 GAS SUPPLY LINE WITH A CAPACITY OF AT LEAST 200,000 BTU/HR. d.) THE WATER HEATER SHALL HAVE ISOLATION VALVES ON BOTH THE COLD WATER P 1 SUPPLY AND THE HOT WATER SUPPLY PIPE LEAVING THE WATER HEATER, AND HOSE BIBS OR OTHER FITTINGS ON EACH VALVE FOR FLUSHING THE WATER HEATER WHEN THE VALVES ARE CLOSED. DIM. r---------------- I I I t� �► � II I FL. `r -ALL PLUGS G.D. & DW. FL LOCATED AT RECEPTACLE KITCHEN COON- UNDER SINK TERS SHALL BE m o +2" 2B GFCI +42", U.N.O. CUMBERLAND mo G32" 1 z ° I �a HOOD FAN W(►� EXHAUSTING A MIN. 0 t,_ I v 3 SONES OR LESS FOR NOISE 6" DUCTING 00 I os FI ---__— FI -J -,.- •• W CD o FL. `r -ALL PLUGS G.D. & DW. FL LOCATED AT RECEPTACLE KITCHEN COON- UNDER SINK TERS SHALL BE 1/4'=l'-0' U.N,O, 2B GFCI +42", U.N.O. CUMBERLAND PROVIDE A KITCHEN HOOD FAN t( IV I) DIRECTLY VENTED TO THE OUTSIDE EXHAUSTING A MIN. OF 100 CFM 3 SONES OR LESS FOR NOISE 6" DUCTING vt^I%Alun +42�" WP, DISCONNECT GFI FL.- (D 2016 �16P 1NG W %F1 5 -LIGHTING CONTROLS AND COMPONENTS. ALL LIGHTING CONTROL DEVICES AND SYSTEMS, BALLASTS, AND LUMINAIRES MUST MEET THE APPLICABLE REQUIREMENTS OF SEC. 110.9. JAB HIGH EFFICACY LIGHT SOURCES. TO QUAUFY AS A JAB HIGH EFFICACY LIGHT SOURCE FOR COMPUANCE WITH SEC. 150.0(k), A RESIDENTIAL LIGHT SOURCE MUST BE CERTIFIED TO THE ENERGY COMMISSION ACCORDING TO REFERENCE JOINT APPENDIX JAB. LUMINAIRE EFFICACY. ALL INSTALLED LUMINAIRES MUST BE HIGH EFFICACY IN ACCORDANCE WITH TABLE 150.0-A. -BLANK ELECTRICAL BOXES. THE NUMBER OF ELECTRICAL BOXES THAT ARE MORE THAN 5 FEET ABOVE THE FINISHED FLOOR AND DO NOT CONTAIN A LUMINAIRE OR OTHER DEVICE MUST BE NO GREATER THAN THE NUMBER OF BEDROOMS. THESE ELECTRICAL BOXES MUST BE SERVED BY A DIMMER, VACANCY SENSOR CONTROL, OR FAN SPEED CONTROL. -RECESSED DOWNLIGHT LUMINAIRES IN CEILINGS. LUMINAIRES RECESSED INTO CEILINGS MUST MEET ALL OF THE REQUIREMENTS FOR; INSULATION CONTACT(IC), LABELING, AIR LEAKAGE, SEALING, MAINTENANCE, AND SOCKET AND LIGHT SOURCE AS DESCRIBED IN SEC. 150.0(k)1C. A JAB -2016-E LIGHT SOURCE RATED FOR ELEVATED TEMPERATURE MUST BE INSTALLED BY FINAL INSPECTION IN ALL RECESSED DOWNUGHT LUMINAIRES IN CEILINGS. -ELECTRONIC BALLASTS. BALLASTS FOR FLUORESCENT LAMPS RATED 13 WATTS OR GREATER MUST BE ELECTRONIC AND MUST HAVE AN OUTPUT FREQUENCY NO LESS THAN 20kHz. -NIGHT LIGHTS. PERMANENTLY INSTALLED NIGHT LIGHTS AND NIGHT LIGHTS INTEGRAL TO INSTALLED LUMINAIRES OR EXHAUST FANS MUST BE RATED TO CONSUME NO MORE THAN 5 WATTS OF POWER PER LUMINAIRE OR EXHAUST FAN AS DETERMINED IN ACCORDANCE WITH SEC. 130.0(c). NIGHT LIGHTS DO NOT HAVE TO BE CONTROLLED BY VACANCY SENSORS. -LIGHTING INTEGRAL TO EXHAUST FANS. LIGHTING INTEGRAL TO EXHAUST FANS (EXCEPT WHEN INSTALLED BY THE MANUFACTURER IN KITCHEN EXHAUST HOODS) MUST MEET THE REQUIREMENTS OF SEC. 150.0(k). -SCREW BASED LUMINAIRES. SCREW BASED LUMINAIRES MUST NOT BE RECESSED DOWNUGHT LUMINAIRES IN CEILINGS AND MUST CONTAIN LAMPS THAT COMPLY WITH REFERENCE JOINT APPENDIX JAB. INSTALLED LAMPS MUST BE MARKED WITH "JA8-2016" OR "JA8-2016-E". AS SPECIFIED IN REFERENCE JOINT APPENDIX JAB. -ENCLOSED LUMINAIRES. LIGHT SOURCES INSTALLED IN ENCLOSED LUMINAIRES MUST BE JAB COMPLIANT AND MUST BE MARKED WITH "JA8-2016-E". -INTERIOR SWITCHES AND CONTROLS. ALL FORWARD PHASE CUT DIMMERS USED WITH LED LIGHT SOURCES MUST COMPLY WITH NEMA SSL 7A. -INTERIOR SWITCHES AND CONTROLS. EXHAUST FANS MUST BE SWITCHED SEPARATELY FROM LIGHTING SYSTEMS. -INTERIOR SWITCHES AND CONTROLS. LUMINAIRES MUST BE SWITCHED WITH READILY ACCESSABLE CONTROLS THAT PERMIT THE LUMINAIRES TO BE MANUALLY SWITCHED ON AND OFF. -INTERIOR SWITCHES AND CONTROLS. CONTROLS AND EQUIPMENT MUST BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. -INTERIOR SWTCHES AND CONTROLS. NO CONTROL MUST BYPASS A DIMMER OR VACANCY SENSOR FUNCTION IF THE CONTROL IS INSTALLED TO COMPLY WITH SEC. 150.0(k). -INTERIOR SWITCHES AND CONTROLS. UGHTING CONTROLS MUST COMPLY WITH THE APPUCABLE REQUIREMENTS OF SEC. 110.9. -INTERIOR SWITCHES AND CONTROLS. AN ENERGY MANAGEMENT CONTROL SYSTEM (EMCS) MAY BE USED TO COMPLY WITH DIMMER REQUIREMENTS IF IT: FUNCTIONS AS A DIMMER ACCORDING TO SEC 110.9; MEETS THE INSTALLATION CERTIFICATE REQUIREMENTS OF SEC. 130.4; MEETS THE EMSC REQUIREMENTS OF SEC. 130.5(f); AND MEETS ALL OTHER REQUIREMENTS IN SEC. 150.0(k)2. -INTERIOR SWITCHES AND CONTROLS. AN EMCS MAY BE USED TO COMPLY WITH VACANCY SENSOR REQUIREMENTS IN SEC. 150.0(k) IF IT MEETS ALL OF THE FOLLOWING: IT FUNCTIONS AS A VACANCY SENSOR ACCORDING TO SEC. 110.9; THE INSTALLATION CERTIFICATE REQUIREMENTS OF SEC. 130.4; THE EMCS REQUIREMENTS OF SEC. 130.5(f); AND ALL OTHER REQUIREMENTS IN SEC. 150.0(k)2. -INTERIOR SWITCHES AND CONTROLS. A MULTISCENE PROGRAMMABLE CONTROLLER MAY BE USED TO COMPLY WITH DIMMER REQUIREMENTS IN SEC. 150.0(k) IF IT PROVIDES THE FUNCTIONAUTY OF A DIMMER ACCORDING TO SEC.110.9, AND COMPLIES WITH ALL OTHER APPUCABLE REQUIREMENTS IN SEC. 150.0(k)2. -INTERIOR SWITCHES AND CONTROLS. IN BATHROOMS, GARAGES, LAUNDRY ROOMS, AND UTILITY ROOMS, AT LEAST ONE LUMINAIRE IN EACH OF THESE SPACES MUST BE CONTROLLED BY A VACANCY SENSOR. -INTERIOR SWITCHES AND CONTROLS. DIMMERS OR VACANCY SENSORS MUST CONTROL ALL LUMINAIRES REQUIRED TO HAVE LIGHT SOURCES COMPLIANT WITH REFERENCE JOINT APPENDIX JAB, EXCEPT LUMINAIRES IN CLOSETS LESS THAN 70 SQUARE FEET AND LUMINAIRES IN HALLWAYS. -INTERIOR SWITCHES AND CONTROLS. UNDERCABINET LIGHTING MUST BE SWITCHED SEPARATELY FROM OTHER LIGHTING SYSTEMS. -RESIDENTIAL OUTDOOR LIGHTING. FOR SINGLE FAMILY RESIDENTIAL BUILDINGS, OUTDOOR LIGHTING PERMANENTLY MOUNTED TO A RESIDENTIAL BUILDING, OR TO OTHER BUILDINGS ON THE SAME LOT, MUST MEET THE REQUIREMENT IN ITEM SEC.150.0(k)3Ai (ON AND OFF SWITCH) AND THE REQUIREMENTS IN EITHER ITEM SEC. 150.0(k)3Aii (PHOTOCELL AND MOTION SENSOR) OR ITEM SEC. 150.0(k)3Aiii (PHOTO CONTROL AND AUTOMATIC TIME SWITCH CONTROL, ASTRONOMICAL TIME CLOCK, OR EMCS). -INTERNALLY ILLUMINATED ADDRESS SIGNS. INTERNALLY ILLUMINATED ADDRESS SIGNS MUST COMPLY WITH SEC. 140.8; OR MUST CONSUME NO MORE THAN 5 WATTS OF POWER AS DETERMINED ACCORDING TO SEC. 130.0(c). VS V"oy" Sem vv, twifIC(7 4/11/17 I I ` L J + 18" , U GFCI TYP. +42-8 2 ® — DIM. ( v--------- j i ( I I I { I I I +18" I GFCI TYP. ------------------ 2 � �" FL FL. ELECTRICAL PLAN I - ­ __ - - 19 +18" GFCI TYP. CLOTHES DRYER NOTES PER CMC 504.3.1.2: EXHAUST DUCT SHALL HAVE A MAXIMUM DEVELOPED LENGTH OF 14' WITH A MAXIMUM OF TWO 90 DEGREE ELBOWS; EACH ADDITIONAL ELBOW DEDUCTS 2' OF ALLOWABLE LENGTH. ALL EXHAUST DUCTING FROM FANS AND DRYER SHALL BE EQUIPPED WITH A LISTED BACK DRAFT DAMPER AT OUTSIDE TERMINATION. A MIN. OF 100 SQ. IN. OF MAKE UP AIR IS REQ'D. FOR THE DRYER, & SHALL BE PROVIDED IN THE DOOR OR BY OTHER APPROVED MEANS. CMC 504.3.2 ® 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 �= 9 15 OR 20 AMP 125 OR 250 VOLT RECEPTACLE PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DATE `Y-17-1 7 BY -2-e-67 0 J Z Lu D � Q � NOTE: 1F GARAGE DOOR IS PROVIDED WITH a m AN AUTOMATIC GARAGE DOOR OPENER, SAID Q �_ uj OPENER SHALL BE GFCI PROTECTED. o REFERENCE CEC 210.8. N N INSTALL A LISTED RACEWAY TO ACCOMMODATE OR SUBPANEL SHALL PROVIDE CAPACITY TO INSTALL THE RACAEWADY2SHALL4 NOT OLT BE BRANCH ESSCTHAN TURADE SIZE 1 SPACE(S)PERE MINIMUM RESERVED TO PERMIT INSTALLATION ANCH IOFI AAND BRANCH (NORMAL 1" DIAMETER). THE RACEWAY SHALL ORIGINATE CICUIT OVERCURRENT PROTECTIVE DEVICE. THE SERVICE PANEL AT THE MAIN SERVICE OR SUBPANEL AND SHALL OR SUBPANEL CIRCUIT DIRECTORY SHALL IDENTIFY THE OVERCURRENT TERMINATE INTO A LISTED CABINET, BOX OR OTHER PROTECTIVE DEVICE SPACE(S) RESERVED FOR FUTURE EV CHARGING ENCLOSURE IN CLOSE PROXIMITY TO THE PROPOSED AS "EV CAPABLE". THE RACEWAY TERMINATION LOCATION SHALL BE LOCATION OF AN EV CHARGER. RACEWAYS ARE REQUIRED PERMANANTLY AND VISIBLY MARKED AS "EV CAPABLE". TO BE CONTINUOUS AT ENCLOSED, INACCESSIBLE OR CONCEALED AREAS AND SPACES. THE SEVICE PANEL AND F I i- VV E D FOR CODE COMPLIANCE APR 11 2017 INTERWEST CONSULTING GROUP DRAWN BY, B. RUBANOFF CHECKED, DATEr 8-25-16 Z 1/4'=l'-0' U.N,O, JOB, CUMBERLAND Q SHEET # 7 OF 8 •• W CD o M (D t4) 0:2 0 0) o LL_ UpoW rn Z Ld � CO M J Lj V) = U O wv �J Q 86�> ik Q O17 U DRAWN BY, B. RUBANOFF CHECKED, DATEr 8-25-16 SCALE, 1/4'=l'-0' U.N,O, JOB, CUMBERLAND SHEET # 7 OF 8 234.00' SITE PLAN EZZ I SCALE: 1/32"=I' -O" I FROM PRESSURE REGULATOR TOAL CU. FT AT REGULAT( 573.59 W `° GAS PIPING PLAN GUTTER WITH ABILITY TO PREVENT THE ACCUMULATION OF LEAVES (N) DOWNSPOUT OPTION 1: UNDERGROUND e RETENTION SYSTEM SPOUT 1APTER 10' MIN 2% I f I BACKFILL 18" 4" HDPE CO & SWEEP N-12 CLOSED 25 LF 4" PERF PIPE PIPE 6" WRAPPED IN FILTER CO &TEE FABRIC (PERFORATION DOWN) IN DRAIN ROCK. (E) GUTTER WATER RETENTION OPTIONS i'I f; d11T ;" BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR u CODE COMPLIANCE nr,-rc- - `�l1 / BY R EV i r£, I FOR CODE COMPLIANC E APR 11 2017 INTER`A EST CONSULTING GROUP DRAWN BY, B. RUBANOFF 0 DATE, 8-25-16 Z 1/4'=1'-D' U.N.D. JOB, CUMBERLAND Q SHEET 8 # OF 8 J •• W CO O m co M o o a, o Ll- = Q u) uj0orn o ry uj V- Lo t� Z 0 J --� p w. , t o') F- CL' :2Z J a46o�� J .. o� V) w E2 o s U DRAWN BY, B. RUBANOFF CHECKED: DATE, 8-25-16 SCALE+ 1/4'=1'-D' U.N.D. JOB, CUMBERLAND SHEET 8 # OF 8 GENERAL STRUCTURAL NOTES 1. GENERAL 6. FRAMING/LUMBER 6. FRAMING / LUMBER CONTINUED A) ALL WORK SHALL CONFORM TO THE 2016 CBC AND ALL APPLICABLE LOCAL CODES. 6-1 MATERIALS: L G.) SEE NOTE 6-1 D FOR SILL AND ANCHOR BOLT SPECIFICATIONS. B) THE ENGINEER (SUMMIT STRUCTURAL DESIGN) HAS PROVIDED AND IS RESPONSIBLE FOR A.) SHEATHING: H.) WALL FRAMING RECEIVING NAILING AT 3" ON CENTER OR LESS SHALL BE 3X NOMINAL U.N.O. LONG LEG VERT. SPECIFIC STRUCTURAL ITEMS ONLY. ALL OTHER REQUIREMENTS OF THE BUILDING CODE ARCHITECTURAL 1. ROOF SHEATHING: SEE PLANS LONGITUDINAL PER PLANS AND DETAILS. BUILDING INCLUDING WATERPROOFING, FIREPROOFING, DRAINAGE, HANDICAP ACCESSIBILITY, EGRESS LONG SLOTTED HOLE 2. FLOOR SHEATHING: SEE PLANS BLOCKING LVL LAMINATED VENEER LUMBER REQUIREMENTS, PARKING, AND ALL OTHER DESIGN REQUIREMENTS NOT SPECIFICALLY SHOWN BEAM 3. WALL SHEATHING: SEE PLANS 6-6 CONNECTIONS: BOTT (B) BOTTOM IN THE STRUCTURAL DESIGN CALCULATIONS, ARE THE RESPONSIBILITY OF THE CONTRACTOR OR MACHINE BOLTS BTF BEAT TO FIT MECH MECHANICAL OWNER. SHOULD ANY CHANGES BE MADE FROM THE DESIGN AS SPECIFIED IN THESE B.) GLUE -LAMS: GLUE -LAMS SHALL BE 24F -V4 U.N.O. WITH A CAMBER OF R=1600` U.N.O. A.) HOLES FOR THROUGH BOLTS SHALL BE DRILLED 1/16" OVERSIZE. CARRIAGE BOLTS DOCUMENTS WITHOUT THE WRITTEN APPROVAL FROM THE ENGINEER, THEN THE ENGINEER MINIMUM GLUE -LAMS EXPOSED TO WEATHER MUST BE RATED FOR EXTERIOR USE BY THE MANUFACTURER. CONTROL JOINT MISC. MISCELLANEOUS WILL ASSUME NO RESPONSIBILITY FOR ANY ELEMENT OR SYSTEM OF THE STRUCTURE. CAST -IN-PLACE CONCRETE GLUED LAMINATED FABRICATON SHALL BE PERFORMED IN AN APPROVED FABRICATORS SHOP B.) ALL BOLTS, NUTS, AND LAG SCREWS SHALL BE PROVIDED WITH FLAT OR MALLEABLE CONSTRUCTION JOINT (N) NEW IN ACCORDANCE WITH CBC 2303.1.3, AITC A190.1, AND ASTM D 3737. BEAM INSPECTION CLEAR WASHERS WHERE BEARING AGAINST WOOD. C) THE DRAWINGS AND CALCULATIONS REPRESENT THE FINISHED STRUCTURE, AND, UNLESS CONCRETE MASONRY UNITS CERTIFICATES SHALL BE SUBMITTED TO THE FIELD INSPECTOR PRIOR TO COMPLETION OF FRAME NELSON STUD ANCHOR COL COLUMN SPECIFICALLY NOTED OTHERWISE, DO NOT SHOW THE METHOD OF CONSTRUCTION. THE NOT TO SCALE INSPECTION IN ACCORDANCE WITH CBC 1704.2. C.) ALL BOLTS AND LAG SCREWS SHALL BE TIGHTENED UPON INSTALLATION AND RE -TIGHTENED ON CENTER CONTRACTOR IS RESPONSIBLE FOR THE METHOD OF CONSTRUCTION, AND SHALL PROVIDE ALL CONNECTION OD OUTSIDE DIAMETER BEFORE CLOSING IN OR AT COMPLETION OF JOB. CONSTRUCTION MEASURES NECESSARY TO PROTECT THE PUBLIC, CONSTRUCTION WORKERS, AND THE C.) MICRO -LAMS: MICRO -LAMS (LAMINATED VENEER LUMBER) SHALL HAVE FB = 3100 PSI AND CONTINUOUS OPNG OPENING STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE FORMING, SHORING, CONTRACTOR FV = 285 PSI MIN., AND SHALL BE MANUFACTURED, APPROVED AND IDENTIFIED AS PER NER-481. D.) LAG SCREWS SHALL BE SCREWED, NOT DRIVEN, INTO PLACE. COMPLETE PENETRATION BRACING, SCAFFOLDING, ETCETERA. POWDER DRIVEN FASTENER CTR CENTER PERP PERPENDICULAR CTSK D.) SILL PLATES: SILL PLATES SHALL BE PRESSURE TREATED DOUGLAS FIR WITH 1/2" DIAMETER PLATE DBL D) IF A PARTICULAR FEATURE OF CONSTRUCTION IS NOT FULLY SHOWN ON THE DRAWINGS OR IN PLYWOOD ANCHOR BOLTS AND 3" X 3" X.229" PLATE WASHERS LOCATED AT C -O" O.C. MAX. WITH 8. ROOF FRAMING PLACES THE CALCULATIONS, THEN IT SHALL BE CONSTRUCTED IN THE SAME CHARACTER AS SIMILAR DOUGLAS FIR - LARCH ONE BOLT LOCATED V-0" MAXIMUM FROM EACH END OF EACH PIECE. RE -TREAT CUT ENDS PARTIAL PENETRATION DIA DIAMETER CONDITIONS THAT ARE SHOWN ON THE DESIGN DOCUMENTS. PRESSURE TREATED WHERE REQUIRED. 8-1 PREFABRICATED ROOF TRUSSES: E) ANY CONDITIONS NOTED AS EXISTING MUST BE FIELD VERIFIED BY THE CONTRACTOR, AND E.) FRAMING LUMBER: ALL FRAMING LUMBER SHALL BE DOUGLAS FIR LARCH AS GRADED BY THE A) PREFABRICATED ROOF TRUSSES: PREFABRICATED ROOF TRUSSES SHALL BE DESIGNED BY THE EF ANY DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER WITHOUT REINF W.W.P.A. OR W.C.L.1.B. AND SHALL HAVE A MOISTURE CONTENT LESS THAN 19%, U.N.O. EL TRUSS FABRICATOR PER THE REQUIREMENTS OF THE ARCHITECTURAL AND STRUCTURAL REQ'D PROCEEDING WITH CONSTRUCTION PRIOR TO THE REVIEW OF THE ENGINEER. ELEV ELEVATION (VIEW) OR ELEVATOR SC DRAWINGS AND CBC 2303.4. EN EDGE NAILING SEOR 1. STUDS SHALL BE STUD GRADE OR BETTER. EQ EQUAL F) ALL WATERPROOFING AND FLASHING (ROOFS, FOUNDATIONS, GARAGE FLOORS, ETC...) IS THE ES 2. ALL POSTS SHALL BE DF -L #1 U.N.O. B) COMPLETE CALCULATIONS AND SHOP DRAWINGS INCLUDING LAYOUT, SIZE OF MEMBERS, AND (E) RESPONSIBILITY OF THE CONTRACTOR OR OWNER. SIM 3. 2X AND 3X RAFTERS SHALL BE DF -L #2 U.N.O. EXP CONNECTION DETAILS, STAMPED AND SIGNED BY AN ENGINEER LICENSED 1N THE STATE OF SOG SLAB -ON -GRADE EXT 4. 2X JOISTS SHALL BE DF -L #2 U.N.O. STD CALIFORNIA, SHALL BE REVIEWED BY THE ENGINEER OF RECORD PRIOR TO TRUSS FABRICATION, G) WALL FINISH SYSTEMS SUCH AS STUCCO SHALL BE APPLIED OVER FOAM BASE OR OTHER STIFF S. CONCEALED BEAMS SHALL BE DF -L #2. FF FINISH FLOOR STL METHOD OF ADEQUATELY ALLOWING THE FINISH TO EXPAND AND CONTRACT WITHOUT FIN 6. EXPOSED BEAMS SHALL BE DF -L#1 APPEARANCE GRADE FOHC (4X6 AND LARGER). C) TRUSS DESIGN LOADS: FJ CRACKING. THE OWNER OR CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEFECTS IN THE SS 7. ALL BEAMS 6X AND LARGER SHALL BE FREE OF HEART CENTER. FLR TOP CHORD LIVE LOAD: 20 PSF REDUCIBLE SWS FINISHES. FNDN FOUNDATION SYM TOP CHORD DEAD LOAD: 10 PSF FOHC FREE OF HEART CENTER F.) NAILS: ALL NAILS SHALL BE COMMON U.N.O. WHERE EXPOSED TO WEATHER OR WITHIN 18" FOS BOTTOM CHORD DEAD LOAD 8 PSF TOCP) TOP OF (PLYWOOD) FS OF FOUNDATION, NAILS SHALL BE GALVANIZED. TOC TOTAL LOAD 38 PSF 2. SITE WORK / FOUNDATIONS TOF TOP -OF -FOOTING GA UPLIFT LOAD AS REQUIRED BY THE 2016 CBC TOS TOP -OF -STEEL G.) BOLTS AND LAG SCREWS: BOLTS AND LAG SCREWS SHALL BE ASTM A-307 U.N.O. AND TOW TOP -OF -WALL A) ASSUMED MAXIMUM SOIL BEARING =1500 PSF PER CBC TABLE 1806.2 (NO SOILS REPORT TN PROVIDED NEW AND WITHOUT EXCESSIVE RUST. D) TRUSS BRIDGING SHALL BE AS REQUIRED AND SPECIFIED BY THE TRUSS FABRICATOR. TYP PROVIDED). HDR HEADER UNO UNLESS NOTED OTHERWISE HGR HANGER (SIMPSON) H.) ALL HARDWARE CALLED SHALL BE SIMPSON STRONG -TIE CO., OR ENGINEER APPROVED E) TRUSS MANUFACTURER SHALL OBTAIN ALL NECESSARY APPROVALS FROM THE PUBLIC AGENCIES B) BUILDING SITE IS ASSUMED TO BE DRAINED AND FREE OF CLAY OR EXPANSIVE SOIL. ENGINEER 1D EQUIVALENT, INSTALLED PER MANUFACTURER'S RECOMMENDATIONS WITH ALL HOILES FILLED WWF INVOLVED IN GOVERNING CONSTRUCTION. INT HAS NOT MADE A GEOTECHNICAL REVIEW OF SITE, ANY OTHER CONDITIONS ENCOUNTERED W/ WITH RECOMMENDED FASTENERS. USP HARDWARE MAY BE USED IN LIEU OF SIMPSON JST JOIST W/0 MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER. JT HARDWARE WITH WRITTEN APPROVAL FROM STRUCTURAL ENGINEER OF RECORD. ALL METAL F) TRUSSES SHALL BE DESIGNED FORTHE FOLLOWING MAXIMUM DEFLECTIONS UNDER DESIGN HANGERS, CONNECTORS, AND FASTENERS 1N CONTACT WITH PRESSURE TREATED WOOD SHALL LOADS: LIVE LOAD DEFLECTION = L/360, TOTAL LOAD DEFLECTION = L/240 C) THESE CALCULATIONS ASSUME STABLE, UNDISTURBED SOILS AND LEVEL OR STEPPED FOOTINGS. BE STAINLESS STEEL OR OTHERWISE CERTIFIED BY THE MANUFACTURER TO RESIST CORROSION ANY OTHER CONDITIONS SHOULD BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO CAUSED BY THE SPECIFIC TREATMENT APPLIED TO THE WOOD AND/OR METALS. THE CONSTRUCTION OF THE FOUNDATIONS. 9. DESIGN LOADS 1.) MANUFACTURED "I" JOISTS: MANUFACTURED i JOISTS (SUCH AS TRUSS JOISTS) SHALL BE D) ALL FOOTINGS INCLUDING RETAINING WALL FOOTINGS, SPREAD FOOTINGS, WALL FOOTINGS, INSTALLED PER THE MANUFACTURES RECOMMENDATIONS USING A DEFLECTION LIMIT OF L/480 A) THE STRUCTURE HAS BEEN DESIGNED FOR THE FOLLOWING CRITERIA PER CBC CHAPTER 16, AND GRADE. BEAMS SHALL BEAR ON UNDISTURBED SOIL WITH A FOOTING DEPTH BELOW UNLESS NOTED OTHERWISE. USE A MANUFACTURED 1-1/4" RIM BOARD (SUCH AS TIIMBER DIVISIONS I, 11,111, AND 1V U.N.O.: FROSTLINE (12" TO 24" AS PER LOCAL REQUIREMENTS). 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). B) SEISMIC: E) BOTTOM OF ALL FOUNDATION TRENCHES SHALL BE CLEAN AND LEVEL. SEISMIC IMPORTANCE FACTOR:1 6-2 GENERAL FRAMING: MAPPED SPECTAL RESPONSE ACCELERATIONS: Ss = 0.598, S1= 0.257 F) ALL FINISHED GRADE SHALL SLOPE AT A MINIMUM SLOPE OF 5% AWAY FROM ALL SEISMIC SITE CLASS: D FOUNDATIONS A MINIMUM OF 10 FEET HORIZONTAL. A.) MINIMUM NAILING: MINIMUM NAILING SHALL BE PER 2016 CBC TABLE 2304.9.1. SPECTRAL RESPONSE COEFFICIENTS: SDS = 0.527, SDI = 0.323, Cs = 0.08 SEISMIC DESIGN CATEGORY: D G) FOUNDATIONS SHALL NOT BE SCALED FROM PLAN OR DETAIL DRAWINGS. B.) LARGER MEMBERS: ALL FRAMING MEMBERS SPECIFIED IN THESE CALCULATIONS ARE BASIC SEISMIC -FORCE -RESISTING SYSTEM: LIGHT FRAMED SHEAR WALLS MINIMUMS, LARGER MEMBERS MAY BE SUBSTITUTED AT CONTRACTORS OPTION. SEISMIC BASE SHEAR: 12.1 KIPS H) FILL MATERIAL SHALL BE FREE FROM DEBRIS, VEGETATION, AND OTHER FOREIGN SUBSTANCES. RESPONSE MODIFICATION FACTOR: R = 6.5 C.) SHRINKAGE: CARE SHALL BE TAKEN TO ALLOW FOR EFFECTS OF SHRINKAGE WHICH COULD ANALYSIS PROCEDURE USED: EQUIVALENT STATIC FORCE PROCEDURE 1) USE 4" DIAMETER PERFORATED PIPE SUB -DRAIN BEHIND ALL RETAINING WALLS. SLOPE PIPE CAUSE SETTLEMENT OF ROOF AND OR FLOORS AND COULD LEAD TO FAILURE OF ASSOCIATED TO DRAIN TO DAYLIGHT. FRAMING MEMBERS. THE CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO (PROTECT C) WIND: FRAMING FROM THE EFFECTS OF SHRINKAGE. WIND SPEED: 110 MPH J.) FOR FOOTINGS PLACED ON OR ADJACENT TO SLOPES, A GEOTECHNICAL ENGINEER MUST WIND EXPOSURE: C APPROVE FOOTING PLACEMENTS IN VIOLATION OF FIGURE 1808.7.1 OF 2016 CBC. THIS D.) ALL STRUCTURAL FRAMING MEMBER WITH EXTERIOR EXPOSURE SHALL BE PRESSURE TREATED ENGINEER SHALL NOT BE LIABLE FOR ANY FOUNDATION NOT IN STRICT CONFORMANCE TO OR BE OF MATERIAL THAT IS NATURALLY RESISTANCE TO DECAY. D) LIVE LOADS: SECTION 1808 OF THE 2016 CBC. ROOF 20 PSF 6-3 BEAM FRAMING: FLOOR 40 PSF 3. CONCRETE / REINFORCING A.) BUILT UP BEAMS: ALL BUILT UP, LAMINATED DOUBLE OR MULTIPLE 2X JOISTS AND BIEAMS E) DEAD LOADS: SHALL BE NAILED TOGETHER WITH 16d NAILS AT 6" O.C., T&B U.N.O. ROOF 18 PSF (INCLUDES 3 PSF SOLAR) A) CONCRETE SHALL HAVE A MINIMUM 28 DAY STRENGTH OF 2,500 PSI U.N.O. FLOOR 15 PSF B.) DOUBLE JOISTS: PROVIDE DOUBLE FLOOR JOISTS UNDER PARTITION WALLS RUNNING PARALLEL C) ALL CEMENT USED SHALL CONFORM TO ASTM C-150 AND SHALL BE TYPE 11 OR TO JOIST SPAN AND UNDER ALL LOCATIONS WHERE TUBS MAY BE LOCATED. ADEQUATE TYPE Ili LOW ALKALI. 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 D) AGGREGATE SHALL CONFORM TO ASTM C-33 AND SHALL NOT CONTAIN MATERIALS WHICH ARE WATER HEATER, STOVE, REFRIGERATOR, OVEN, FIRE PLACE ENCLOSURES, WOOD BURNING ALKALI REACTIVE AS DETERMINED BY ASTM C-227,289, AND 295. IF TEST DATA IS STOVE, ETCETERA. UNAVAILABLE IN REGARDS TO ALKALI REACTIVE MATERIALS, PROVIDE CEMENT WITH A MAXIMUM ALKALI CONTENT LESS THAN 0.45% BY WEIGHT. C.) BLOCKING: PROVIDE SOLID BLOCKING IN JOIST FRAMING ABOVE ALL SUPPORTS E) CONCRETE EXPOSED TO FREEZING OR THAWING SHALL BE PROTECTED IN ACCORDANCE TO THE 6-4 POSTS/TRIMMERS- LATEST EDITION OF THE ACI 318. A.) SUPPORT: SUPPORT ALL UPPER LEVEL POSTS AND TRIMMERS IN LOWER LEVELS WITIH F) SLABS ON GRADE SHALL BE PER THE CONTRACTOR. SUMMIT STRUCTURAL DESIGN RECOMMENDS EQUIVALENT FRAMING AND BLOCK OR OTHERWISE FRAME POSTS THROUGH FLOOR :SYSTEMS. THE FOLLOWING AS A MINIMUM SLAB -ON -GRADE: AT GARAGE SLABS,, USE 4" THICK S.O.G. WITH #3 BARS AT 1S" O.C. EACH WAY ABOVE MID -DEPTH OF SLAB, OVER B.) WHERE POSTS WITH COLUMN CAPS OR BEARING PLATES ARE SPECIFIED, THE LOAD 15 TO BE MOISTURE BARRIER IN COMPLIANCE WITH ASTM E 1643, OVER 4" AGGREGATE BASE. USE 3-1/2" TRANSFERRED TO THE FOUNDATION BY VERTICAL GRAIN ONLY, U.N.O. 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. 6-5 WALL FRAMING: G) SAW -CUT TOP 3/4" OF SLAB FOR CRACK CONTROL AT INTERVALS NOT TO EXCEED 10'-0" WHERE A.) DOUBLE TOP PLATE SPLICES: SPLICES AND JOINTS IN DOUBLE TOP PLATE OF STUD BEARING SLAB IS REINFORCED, SAW CUT AT INTERVALS NOT TO EXCEED 7'-0" WHERE SLAB IS WALL SHALL OCCUR ATTHE CENTER LINE OF SUPPORTING STUD. TOP PLATE SPLICES' OF STUD UN -REINFORCED. WALLS SHALL BE 48" LONG WITH (12)16d SINKERS EACH SIDE OF EACH SPLICE U.N.O. WHERE SPLICE 1S INTERRUPTED, USE ST6224 STRAP U.N.O. I) REINFORCEMENT COVER SHALL BE AS FOLLOWS: B.) FIRE BLOCKS: FIRE BLOCK STUD WALLS AT MID -HEIGHT WHERE STUD LENGTH EXCEEDS 10'-0". CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO SOIL: 3" CONCRETE WITH SOIL OR WEATHER EXPOSURE: C.) MIS -PLACED ANCHOR BOLTS: WHERE ANCHOR BOLTS HAVE BEEN INCORRECTLY PLACED, #5 BARS AND SMALLER 1 J" USE SIMPSON SET EPDXY WITH ANCHOR OF SAME DIAMETER WITH 7" EMBEDMENT IIN #6 BARS AND LARGER 2" CONCRETE AND INSTALLATION PER MANUFACTURERS RECOMMENDATIONS AND CURRENT CONCRETE WITHOUT SOIL OR WEATHER EXPOSURE: 3/4" ICC REPORT. J) REINFORCEMENT SHALL BE GRADE 60 PER ASTM A615 U.N.O. LAP BOTTOM REINFORCING (60) D.) CRIPPLE WALLS: CRIPPLE WALLS SHALL BE A MINIMUM OF 14" IN HEIGHT. FOR LESSER BAR DIAMETERS U.N.O. AND LAP TOP REINFORCING, PLACED ABOVE 12" OF CONCRETE OR HEIGHTS, STACK 2X PLATES (AND SHIM AS REQUIRED). MORE, (80) BAR DIAMETERS U.N.O. E.) NOTCHED OR CUT STUDS: NOTCHED AND/OR CUT STUDS TO CLEAR ANCHOR BOLTS ARE K) #5 AND LARGER REBAR SHALL NOT BE RE-BENT. NOT ALLOWED. STUDS SHALL HAVE FULL BEARING TO THE FOUNDATION PLATE. L) ALL REINFORCING STEEL AND ANCHOR BOLTS SHALL BE ACCURATELY LOCATED AND F.) LET -IN BRACES: LET IN BRACES SHALL NOT BE USED FOR TEMPORARY BRACING ON AINY ADEQUATELY SECURED IN POSITION BEFORE AND DURING CONCRETE (PLACEMENT. WALL FRAME. STEEL STRAPS WHICH DO NOT REQUIRE THE CUTTING OF STUDS ARE AN ACCEPTABLE ALTERNATIVE. ABBREVIATIONS AB ANCHOR BOLT K KIPS ADDT ADDITIONAL L ANGLE ADJ 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 JOINT (N) NEW CLR CLEAR NS NEAR SIDE CMU CONCRETE MASONRY UNITS NSA NELSON STUD ANCHOR COL COLUMN NTS NOT TO SCALE 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 DJ DOUBLE JOIST P/C PRECAST CONCRETE EA EACH P/T POST -TENSIONED EF EACH FACE REINF REINFORCEMENT EL ELEVATION (DATUM) REQ'D REQUIRED ELEV ELEVATION (VIEW) OR ELEVATOR SC SLIP CRITICAL EN EDGE NAILING SEOR STRUCTURAL ENGINEER OF EQ EQUAL RECORD ES EACH SIDE SHTG SHEATHING (E) EXISTING SIM SIMILAR EXP EXPANSION SOG SLAB -ON -GRADE EXT EXTERIOR STD STANDARD EW EACH WAY STIFF STIFFENER FF FINISH FLOOR STL STEEL FIN FINISH SQ SQUARE FJ FLOOR JOIST SS STAINLESS STEEL FLR FLOOR SWS SHEAR WALL SCHEDULE FNDN FOUNDATION SYM SYMMETRICAL FOHC FREE OF HEART CENTER T&B TOP & BOTTOM FOS FACE OF STUD TOCP) TOP OF (PLYWOOD) FS FAR SIDE TOC TOP -OF -CONCRETE FTG FOOTING TOF TOP -OF -FOOTING GA GAUGE TOS TOP -OF -STEEL GALV GALVANIZED TOW TOP -OF -WALL GLB GLUE -LAM BEAM TN TOE NAIL HDG HOT DIPPED GALVANIZED TYP TYPICAL HDR HEADER UNO UNLESS NOTED OTHERWISE HGR HANGER (SIMPSON) VERT VERTICAL HORIZ HORIZONTAL WP WORKPOINT 1D INSIDE DIAMETER WWF WELDED WIRE FABRIC INT INTERIOR W/ WITH JST JOIST W/0 WITHOUT JT JOINT .,�hrtslT 3U I'FE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE /7�j BYz� R EV I [H VV r D FOR CODE COMPLIANCE APR 11 2017 INTEP:JUEST CONSULTING GROUP oQ�OFESSIO�,� 75688` * 6/ 0/18 JT CIV o, �P 9jFOF CAO. 2/07/17 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS FF li _Ago 383 Rio Undo Ave. Suite 300 Chico, CA 95926 P. 530.592.4407 SummitChico.com W a �— V 0 W. UJ zJ ZLLi 00 � O �C a a Z m Q OOC W a m � V=)z �. V D Q REVISIONS: DATE: 2/07/17 SCALE: NTS DRAWN BY: RKB JOB NUMBER: 17-113 SHEET: FASTENING SCHEDULE (TABLE 2304.9.1) CONNECTION FASTENING"'° LOCATION 1. JOIST TO SILL OR GIRDER 3 - 8d COMMON (2 1/2" X 0.131") -.� Ilp ® 3- 3" X 0.131" NAiLS TOE NAIL SOLE PLATE NAIL 3 - 3' 14 GA. STAPLES NAIL MULTIPLE TRIMMERS/KING STUDS TOGETHER WITH 16d AT 12" O.C. STAGGERED 2. BRIDGING TO JOIST 2 - Sd COMMON (2 1/2" X 0.131-) mrn POST PER PLAN WHERE OCCURS 2 - 3* X 0.131' NAiLS TOE NAIL EACH END 1 2 3/16" 2 - 3. 14 GA. STAPLES j j 3. 1' X 6' SUBFLOOR OR LESS TO EACH JOIST 2 - Bd COMMON (2 1/2" X 0.131") FACE NAIL 4. WADER THAN 1' X 6" SUBFLOOR TO EACH JOIST 3 - 8d COMMON (2 1/Y X 0.131-) FACE NAIL 5. 2" SU13FLOOR TO JOIST OR GIRDER 2 - 16d COMMON (3 1/2' X 0.162") BLIND AND FACE NAiL 6. SOLE PLATE TO JOIST OR BLOCKING 16d (3 1/2" X 0.135') AT 16" O.C. 1/2- MiN _ _ _ - _ _ _ 3' X 0.131* NAILS AT 8" O.C. TYPICAL FACE NAI. 3' 14 GA. STAPLES AT 12" O.C. `, _ SOLE PLATE TO JOIST OR BLOCKING AT 3 - 16d (3 1/2" X 0.135-) AT 16. O.C. 4 - 3' X 0.131" NAILS AT 16' O.C. BRACED WALL PANELS BRACED WALL PANEL 4 - 3* 14 GA. STAPLES PER 16" I I I SHEAR PLY PER SHEAR 7, TOP PLATE TO STUD 2 - 16d COMMON (3 1/2" X 0.162") 5 16d AT CORNER OR INTERSECTING WALL RIM BELOW 3 - 3" X 0.131" NAILS END NAIL 3 - 3* 14 GA. STAPLES N.O. I 8. STUD TO SOLE PLATE 4 - 8d COMMON (2 1/2" X 0.1311) 4 - 3' X 0.131* NAILS AT 6" O.C. TOE NAIL I H.D. I { 3 - 3' 14 GA. STAPLES AT 12" O.C. (12) MIN. BETWEEN SPLICES 2 - 16d COMMON (3 1/2' X 0.162") END NAI 3 - 3' X 0.131' NAILS II 11 11 II III 3 - 3' 14 GA. STAPLES STUD DIRECTLY DBL 2X 9. DOUBLE STUDS 16d (3 1/2- X 0.135-) AT 24. O.C. UNDER SPLICE, TYP. , TOP PLATE If i u ill 1 3- X 0.131' NAIL AT 8' O.C. FACE NAIL --i 11 3" 14 GA. STAPLE AT 8' O.C. PLAN WHEREOCCURS 10. DOUBLE TOP PLATES 16d (3 1/2- X 0.135-) AT 16. O.C. 3* X 0.131' NAIL AT 12" O.C. TYPICAL FACE NAiL 3' 14 GA. STAPLE AT 12' O.C. DOUBLE TOP PLATES 8 - 16d COMMON (3 1/2" X 0.162'") LAP SPLICE 12 - 3" X 0.131" NAILS 12 - 3. 14 GA. STAPLES I1. BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE 3 - 8d COMMON (2 1/2" X 0.131") 3-3'X0.131'NAILS TOE NAIL 3 - 3" 14 GA. STAPLES 12. RIM JOIST TO TOP PLATE 8d (2 1/2- X 0.131'7 AT 6" O.C. 3* X 0.131' NAIL AT 6' O.C. TOE NAIL 3" 14 GA. STAPLE AT 6- O.C. 13. TOP PLATES. LAPS AND INTERSECTIONS 2 - 16d COMMON (3 1/2" X 0.182"') 3 - 3' X 0.131' NAILS FACE NAIL 3 - 3* 14 GA. STAPLES 14. CONTINUOUS HEADER. TWO PIECES 16d COMMON (3 1/2" X 0.162") 16' O.C. ALONG EDGE 15. CEILING JOISTS TO PLATE 3 - 8d COMMON (2 1/2" X 0.131") 5 - 3" X 0.131" NAILS TOE NAIL 5 - 3' 14 GA, STAPLES 18. CONTINUOUS HEADER TO STUD 4 - 8d COMMON (2 1/2- X 0.131-) TOE NAIL 17. CEILING JOISTS. LAPS OVER PARTITIONS 3 - 16d COMMON (3 1/2" X 0.162") MIN, TABLE 2308.10.4.1 4 - 3" X 0.131' NAILS FACE NAIL 4 - 3. 14 GA. STAPLES 18. CEILING JOISTS TO PARALLEL RAFTERS 3 - 16d COMMON (3 1/2' X 0.162") M. TABLE 2308.10.4.1 4 - 3' X 0.131' NAILS FACE NAIL 4 - 3' 14 GA. STAPLES 19. RAFTER TO PLATE 3 - 8d COMMON (2 1/2" X 0.131-) 5 - 3' X 0.131' NAILS TOE NAIL 5 - 3" 14 GA. STAPLES 20. 1' DIAGONAL BRACE TO EACH STUD AND PLATE 2 - Sd COMMON (2 1/2' X 0.131*) 2 - 3' X 0.131" NAiLS FACE NAIL 3 - 3* 14 GA. STAPLES 21. 1" X 8" SHEATHING TO EACH BEARING 3 - 8d COMMON (2 1/2' X 0.131") FACE NAIL 22. WIDER THAN 1' X e SHEATHING TO EACH BEARING 3 - Sd COMMON (2 1/2* X 0.131*) FACE NAIL 23. BUILT-UP CORNER STUDS 16d COMMON (3 1/2- X 0.162") 24' O.C. 3' X 0.131' NAILS 16" O.C. 3" 14 GA. STAPLES 16" O.C. 24. BUILT-UP GIRDER AND BEAMS 20d COMMON (4" X 0.192") AT 32" O.C. FACE NAiL AT TOP AND 3' X 0.131' NAILS AT 24' O.C. BOTTOMSTAGGERED ON 3' 14 GA. STAPLES AT 24* O.C. a'PM°E ENDS 2 - 20d COMMON (4` X 0.192") FACE NAIL AT ENDS AND 3 - 3" X 0.131' NAILS AT EACH SPLICE 3 - 3' 14 GA. STAPLES 25. 2" PLANKS led COMMON (3 1/2' X 0.162-) AT EACH BEARING 26. COLLAR TIE TO RAFTER 3 - Tod COMMON (3" X 0.1487 4 - 3' X 0.131' NAiLS FACE NAIL 4 - 3' 14 GA. STAPLES 27. JACK RAFTER TO HIP 3 - Tod COMMON (3- X 0.1487 4 - 3" X 0.131' NAILS TOE NAiL 4 - 3' 14 GA. STAPLES 2 - 16d COMMON (3 1/2" X 0.162`.") FACE NAIL 3 - 3' X 0.131 NAILS 3 - 3' 14 GA. STAPLES 28. ROOF RAFiER To 2X RIDGE BEAM 2 - 16d COMMON (3 1/2" X 0.162") 3 - 3" X 0.131- NAILS TOE NAIL 3 - 3* 14 GA. STAPLES 2 - 16d COMMON (3 1/2" X 0.162".'7 FACE NAI. 3 - 3' X 0.131' NAILS 3 - 3' 14 GA. STAPLES 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 30. LEDGER STRIP 3 - 16d COMMA (3 1/2' X 0.162") 4- 3* X 0.131' NAILS FACE NAI. 4 - 3" 14 GA. STAPLES 31. WOOD STRUCTURAL PANELS AND PARTICLE BOARD! 1/2' AND LESS 6dv SUBFLOOR, ROOF AND WALL SHEATHING (TO FRAMING) 2 3/8" X 0.113* NAIL - 19/32" TO 3/4' 8d OR 6d• 2 3/8" X 0.113' NAiV 7/6" TO 1" 8d" FLOOR (COMBINATION SUBFL40R-UNDERLAYMENT SINGLTO 1 1/8- TO 1 1/4* 10d' OR 8d' TO FRAMING} FR 3/4" AND LESS 6d' 7/8" TO 1- 8d• 1 1/8" TO 1 1/4* 10d' OR 8rt 32. PANEL SIDING (TO FRAMING) 1/2' AND LESS 6d* 5/6' 8d 33. FIBERBOARD SHEATHING" 1/2' No. 11 GAGE ROWNG NAI.' 6d COMMON NAIL. (2" X 0.113') No. 16 GAGE SiTAPLE' 25/32- No. 11 GAGE RCX*WG NAIL" 8d COMMON NAI1L (2 X 0.131") X1/2' No. 16 GAGE STrAPLE 34. INTERIOR PANELING i/4' 4da 3/8" 6d` a. Common or box nous are perminea to oe urea except wnere ux"arw1w ew.wu. b. Nags spaced at 6 inches an carter at edges, 12 inches at intermediate supports except 6 inchens at supports where spans are 48 Inches or more. For nailing of wood structural panel and particleboard diaphragms and shoo walls, refer to Section 2305. Nails for wall sheathing are permitted to be common. box or cooing c. Common or deformed shank (64 - 2- x 0.113"; 8d - 2 1/2` x 0.131"; 10d - 3" x 0.148`) d. Common (6d - 2" x 0.113"; 8d - 2 1/2' x 0.1317; 10d - 3- x 0.148") e. Deformed shank (6d - 2" x 0.113"; 8d - 2 1/2' x 0.131'; 10d - 3" x 0.148") f. Corrosion -resistant siding (6d - 1 7/8* x 0.106.; 8d - 2 3/8" x 0.128") or casing (6d - 2" x .099'; 8d - 2 1/2" x 0.113') noI g. Fasteners spaced 3 inches on center of exterior ridges and 6 inches on center at intermediate supports, when used as structural sheathing. Spaeinq shat be 6 inches on center on the edges and 12 inches on center at intermediate supports for nonstructural applications. h. Corrosion-reeistant roofing nags with 7/16 inch diameter head and 1 1/8 inch length for t/2 Inch sheathing and 1 3/4 Inch length for 25/32 sheathing. L Corrosion-resistont staples with nominal 7/18 inch crown and 1 1/8 Inch length for 1/2 inch sheathing and 1 1/2 Inch length for 25/32 sheathing. Panel "ports at 16 Inches (20 inches if strength Wds In the long direction of the pones, unless otherwise marked). j Casing (1 1/2' x 0.080*) or finish 0 1/2" x 0.072-) nags spaced 6 inches an panel edges, 12 hnches at Intermediate supports. is Panel supports at 24 Inches. Casing or finish nails spaced 6 inches on panel edges, 12 inches at intermediate supports. L For roof sheathing applications, 8d nags (2 1/2' x 0.113') ere the minimum required for wood sitructurol panels. m. Staples shag have a minimum crown width of 7116 inch. n. For roof sheathing applications, fasteners � 4 Inches an center at edges. 8 inches of interrmediote supports o. Fasteners spaced 4 inches on center at edges. 8 inches at intermediate supports for subfloor aend wall sheathing and 3 Inches on center at algia. 6 inches at intermediate supports of roof sheathing. p. Fasteners spoaed 4 inches on caller at edges. 8 inches at intemediate supports. TYPICAL FASTENING SCHEDULE F 10 SDI NO SCALE Trl"T-WALL CONTINUES WHERE V��OCCURS PER PLAN *+*' t t t (5) 16d +ti + + • PARTIAL PLAN AT TOP PLATE CORNER AND TEE 2745 ® HEADER PER PLAN I ro" DBL 2X TOP PLATE STi26 STRAP, U.N.O., © -.� Ilp ® PER DETAIL BELOW CENTERED ON DISCONTINUITY (E) SOLE PLATE NAIL 11 NAIL MULTIPLE TRIMMERS/KING STUDS TOGETHER WITH 16d AT 12" O.C. STAGGERED 1110t SPACING PER SHEAR mrn POST PER PLAN WHERE OCCURS 1 3/8" WALL SCHEDULE, 1 2 3/16" 3 11/4- j j OTHERWISE 16d AT 8" SOLE PLATE NAIL 6 i i { I O.C., TYP PER SHEAR WALL 8d O 12" O.C. is 260 SCHEDULE, TYP 1/2- MiN _ _ _ - _ _ _ r! fl STUD DIRECTLY UNDER SPLICE, TYP. - �_ `, _ TYPICAL TOP PLATE DISCONTINUITY 1/2" MIN,' - - A35 AT 1�-8M O.C. - I I I SHEAR PLY PER SHEAR 10000, 5 16d AT CORNER OR INTERSECTING WALL RIM BELOW WALL SCHED.---\, � I I I f C PER PLAN N.O. I I I I ► i I 16d SINKERS AT 16" O.C. 4'-0" MIN. LAP LENGTH, TYP v 16d SINKERS AT 16" O.C. (12) MIN. BETWEEN SPLICES 16d SINKERS AT 16" O.C. ! (12) MiN. BETWEEN SPLICES I H.D. I { (12) MIN. BETWEEN SPLICES i i,i I.f I I I f I PER I I SCHED. II 11 11 II III Lal STUD DIRECTLY DBL 2X PLY AND NAILING UNDER SPLICE, TYP. , TOP PLATE If i u ill 1 FRAMING PER PER PLAN --i 11 SiLL PLATE AND A.B. COUPLER NUT PLAN WHEREOCCURS SIZE/SPACING PER SCHED. AS REQUIRED INTERSECTING WALL OR CORNER WHERE OCCURS TYPICAL TOP PLATE SPLICE TYPICAL TOP PLATE SPLICE DETAIL 9 NO SCALE S D 1 2 1/2" MAX. DEPTH FO)R 2X4 PLATE 3 1/2" MAX. DEPTH FO)R 2X6 PLATE 5 1/2- MAX A N A PROVIDE 51MPSON RPS22 STRAP AT EACH PLATE, TOP PLATE (2) MIN PER NOTCH ---,,PER 9/SD1 1 1/2- WALL FRAWING MAX, TYP. PER PLANT, TYP �---PIPE AS OCCURS NOTE: DO NOT BORE HOLES OR CUT NOTCHES IN STRUCTURAL WALL PLATES GREATER THAN 1/3 THE PLATE WIDTH WITHOUT WRITTEN I CONSENT FROM THE ENGINEER OF RECORD. -rvnirAi Tr1D DI ATC KinTr'u i'1CTA11 NO SCALE gr C NOTCHING AND BORING PERMITTED IN THiS REGION LS STRUCTURAL WALL STUD T%1h1Oft A 11 r%1w A Int /1j -1I R 1 A 11 1k 1/. ^p -T A ss NO SCALE TOP PLATE PER 9/S01 BOTTOM PLATE PER PLAN 5 SD1l ►v, A.B. PER 3/SD1 OR SILL PLATE NAILING PER 6/SD1- ® HEADER PER PLAN I ro" TRIMMERS PER SCHEDULE © -.� Ilp ® A35 CUP AT EACH SIDE OF POSTS AND MULTIPLE KING STUDS. USE A34 AT 4X WALLS (E) BLOCK AT ALL SHEATHING SPLICES, AND AT 10'-0" MAX UNBRACED STUD LENGTH 11 NAIL MULTIPLE TRIMMERS/KING STUDS TOGETHER WITH 16d AT 12" O.C. STAGGERED 1110t STUD PER PLAN DF#2 AT 16" O.C. U.N.O. mrn ►v, A.B. PER 3/SD1 OR SILL PLATE NAILING PER 6/SD1- ® HEADER PER PLAN I ro" TRIMMERS PER SCHEDULE © -.� Ilp ® A35 CUP AT EACH SIDE OF POSTS AND MULTIPLE KING STUDS. USE A34 AT 4X WALLS (E) BLOCK AT ALL SHEATHING SPLICES, AND AT 10'-0" MAX UNBRACED STUD LENGTH 11 NAIL MULTIPLE TRIMMERS/KING STUDS TOGETHER WITH 16d AT 12" O.C. STAGGERED 1110t STUD PER PLAN DF#2 AT 16" O.C. U.N.O. 6" 1 POST PER PLAN WHERE OCCURS 1 3/8" 2 3/16" 1 2 3/16" 3 11/4- j j 6" (PLF) 6 i i { I E.N. PER SHEAR 8d O 6" O.C. 8d O 12" O.C. is 260 WALL SCHED. . AS REQ'D. 1i r! fl RBC AT 1'-8" O.C. ��1if � i ( I I I COMPRESSION STUD WALL ELEVATION KEY ® HEADER PER PLAN ® TRIMMERS PER SCHEDULE © KING STUDS PER SCHEDULE ® A35 CUP AT EACH SIDE OF POSTS AND MULTIPLE KING STUDS. USE A34 AT 4X WALLS (E) BLOCK AT ALL SHEATHING SPLICES, AND AT 10'-0" MAX UNBRACED STUD LENGTH (E) 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. 6" 1 POST PER PLAN WHERE OCCURS 2X WALL OPENING SCHEDULE (U.N.O. ON PLAN) (110 MPH, EXPOSURE C) OPENING WIDTH TRIMMERS KING STUD/S', UP TO 3'-0" 1 (1) UP TO 6'-0" 2 1 UP TO 8'-0" 2 2) UP TO 16'-0" 2 (3 NOTE: SEE 7/SD1 FOR TYPICAL STUD PENETRATIONS, AND SEE 8/SD1 FOR TYPICAL TOP PLATE NOTCHES. 8 TYPICAL STUD WALL ELEVATION s SDI NO SCALE SDI. NON-STRUCTURAL \AWALL STUD STUD WIDTH NOTCHING BORING NOMINAL ACTUAL 25% 40% 40% 6(0% 4" 3 1/2- 7/8" 1 3/8 1 1 3/8" 2 11/16* 6" 1 5 1/2* 1 3/8" 2 3/16" 1 2 3/16" 3 11/4- 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 40116 4. NON-STRUCTURAL WALLS MAY BE BORED UP TO 60% WHERE STUD?S ARE DOUBLED AND NOT MORE THAN (2) SUCH SUCCESSIVE DOUBLED STTUDS ARE SO BORED. 5.) BORED HOLES SHALL BE AT CENTERUNE OF STUD WITH GREATER TtHAN 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 7 NO SCALE S D I TOP PLATE .PER 9/SD1-�. PROVIDE PANELS , MFR., 1/1 BLOCK AT AL 16" MAX S1 SPACING, U SOLE PLAT! FASTENING SHEAR WAL CORNER WHERE OCCURS (5) 16d NAILS AT LAPPED CORNERS, TYP--,- FOUNDATION PER PLAN Z M NOTE: STUD SPACING = 16" O.C., U.N.O. CORNER WHERE OCCURS TYP SHEAR WALL ELEVATION NO SCALE 4 SDI FMINIMUM AT EXISTING FOUNDATIONS AND AT MiSSED AB PROVIDE 1/2" DIAMETER TiTEN HD AT REQUIRED SPACING WITH 4" EMBED, 1 3/4" EDGE DISTANCE, 8" MINIMUM END DISTANCE, AND 8" MINIMUM SPACING. LOCATE AND AVOID ALL REINFORCING PRIOR TO DRILLING. INSTALL PER MANUFACTURER'S RECOMMENDATIONS 12" MAX 5" MIN - SHEAR WALL SCHI 6'-0" MAX U.N.O. PT DF -L SILL II 7" MIN PLATE WASHER f l 3" X 3" X .229", TYP MASA/MASAP ANCHOR OPTION PER NOTE 4 -1/2* DIA AB WITH \-FNDN PER PLAN 2" HOOK, TYP 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 UEU OF ANCHOR BOLTS. 5.) AT SHEAR WALLS, PLATE WASHER MUST BE LOCATED 1/2" OR LESS FROM THE INSIDE FACE OF SHEATHING. TYPICAL FNDN ANCHOR BOLT DETAIL 3 NO SCALE S D 1 HOLDOWN SCHEDULE (*SEE ALL NOTES BELOW*) _ _ - MINIMUM HOLDOWN POST SIZE DISTANCE FROM CENTER OF CONCRETE ANCHOR TO FACE OF PST CONCRETE ANCHOR TYPE -1-t= . rT'-._ 1 SINGLE POUR CONDITION TWO POUR CONDITION GAP BETWEEN 1°� F.N. PER SHEAR SS11316 SSTB20 II°1 1S REQ'D. BY 6" WALL) SCHED. DBL 2X 1 5/16" 1" MIN. TB24 j j 6" (PLF) 6 i i { I E.N. PER SHEAR 8d O 6" O.C. 8d O 12" O.C. AT 2'-8" D.C. 260 WALL SCHED. AS REQ'D. 1i r! fl RBC AT 1'-8" O.C. 4* . EDGES, TYP. i ( I I I COMPRESSION 8d O 12" O.C. A35 AT 1�-8M O.C. - I I I SHEAR PLY PER SHEAR POST AS REQ'D PER HD SCHED. i UD I°I WALL SCHED.---\, � I I I f C N.O. I I I I ► i I !I 1f I H.D. I { PERI I L SCHED. i i,i I.f I I I f I PER I I SCHED. II 11 11 II III TT ii i II II II ,I 11 II II -,-ll-- LLQ ° If i u ill 1 11 11 --i 11 SiLL PLATE AND A.B. COUPLER NUT SIZE/SPACING PER SCHED. AS REQUIRED FOUNDATION PER PLAN Z M NOTE: STUD SPACING = 16" O.C., U.N.O. CORNER WHERE OCCURS TYP SHEAR WALL ELEVATION NO SCALE 4 SDI FMINIMUM AT EXISTING FOUNDATIONS AND AT MiSSED AB PROVIDE 1/2" DIAMETER TiTEN HD AT REQUIRED SPACING WITH 4" EMBED, 1 3/4" EDGE DISTANCE, 8" MINIMUM END DISTANCE, AND 8" MINIMUM SPACING. LOCATE AND AVOID ALL REINFORCING PRIOR TO DRILLING. INSTALL PER MANUFACTURER'S RECOMMENDATIONS 12" MAX 5" MIN - SHEAR WALL SCHI 6'-0" MAX U.N.O. PT DF -L SILL II 7" MIN PLATE WASHER f l 3" X 3" X .229", TYP MASA/MASAP ANCHOR OPTION PER NOTE 4 -1/2* DIA AB WITH \-FNDN PER PLAN 2" HOOK, TYP 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 UEU OF ANCHOR BOLTS. 5.) AT SHEAR WALLS, PLATE WASHER MUST BE LOCATED 1/2" OR LESS FROM THE INSIDE FACE OF SHEATHING. TYPICAL FNDN ANCHOR BOLT DETAIL 3 NO SCALE S D 1 HOLDOWN SCHEDULE (*SEE ALL NOTES BELOW*) SlMPSON HOLDOWN MODEL NUMBER MINIMUM HOLDOWN POST SIZE DISTANCE FROM CENTER OF CONCRETE ANCHOR TO FACE OF PST CONCRETE ANCHOR TYPE HOLDOWN FASTENERS AT POST MINIMUM STEM WALL WIDTH TH SINGLE POUR CONDITION TWO POUR CONDITION HDU2 DBL 2X 1 5/16" SS11316 SSTB20 6 SCREWS 6" HDU4 DBL 2X 1 5/16" SSTB20 TB24 10 SCREWS 6" GENERAL NOTES: 1.) HOLDOWNS SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. 2.) AT 3X MUDSILL USE SSTBL VERSION OF ANCHOR LISTED ABOVE. 3.) DOUBLE STUDS SHALL BE NAILED TOGETHER WITH 12d (DiA.=0.135") AT 6" O.C. STAGGERED. TYPICAL HOLDOWN SCHEDULE NO SCALE PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE )ATE�y�1,Z°G� 2 SDI FOR CODE COMPLIANCE APR 1 1 2017 INTERWEST CONSUL TING GROUP SHEAR WALL LEGEND/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 FlELD "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 CUP SPACING (PLF) 6 2X MUDSILLA35 AB O V-9" O.C. 12d O 7" O.C. 8d O 6" O.C. 8d O 12" O.C. AT 2'-8" D.C. 260 RBC AT 1'-8" O.C. 4* 2X MUDSILL12d O 5" O.C. 8d O 4" O.C. 8d O 12" O.C. A35 AT 1�-8M O.C. 350 ABO 2'-9` O.C. RBC AT 1 -2 O.G. GENERAL NOTES. 1.) WALL FRAMING: USE 2X OR WIDER DF -L STUDS (PER PLAN), SOLE PLATE, TOP PLATES, AND BLOCKING. USE PT DF -L MUDSILL PER SCHEDULE ABOVE. BLOCK ALL PANEL EDGES. 2.) SHEATHING: USE APA RATED (32/16 SPAN RATING) SHEATHING UNLESS NOTED OTHERWISE. EDGE NAIL PANELS AT ALL EDGES, TOP PLATES, SOLE PLATE, MUDSILL, POSTS, AND HOLDOWN COMPRESSION POSTS/STUDS. 3.) NAIL SIZES: 8d: 2 1/2" X 0.131" DIAMETER COMMON, OR 2 1/2" X 0.113" DIAMETER HDG BOX, 12d: 3 1/8" X 0.135" DIAMETER SINKER, 20d: 4" X 0.192" DIAMETER COMMON. DO NOT OVERDRIVE NAILS. STAGGER SOLE FASTENING AND PRE -DRILL PILOT HOLES (MAX 75% NAIL DIA) TO AVOID SPOTTING WALL ELEMENTS. SEE DETAIL 6/SD1 FOR MORE INFO. 4.) ALLOWABLE LOADS MAY BE MULTIPLIED BY 1.4 WHERE WIND LOADS GOVERN. TYPICAL SHEAR WALL SCHEDULE NO SCALE SDI Q�o�Essio�, , K. Uj 'No. 75688' � * 6/ 0/18 grFOF CALIF 2/07/17 THESE PLANS HAVE BEEN REVIEWED FOR CAMPLiANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS I 383 Rio Lindo Ave. Suite 200 Chico, CA 95926 P. 530.592.4407 SummitChico.com C� ss� Uj Q U W W U -� z J ♦� W ,..i._ o DLU 0 � O U Z Q 0 Q W < G � V) U J o G U s>, REVISIONS: DATE: 2/07/17 SCALE: NTS DRAWN BY: RKB JOB NUMBER: 17-113 SHEET: TYPICAL HANGER SCHEDULE MEMBER SIZE SIMPSON HANGER TYPE FASTENER TYPE AT SUPPORTING AT SUPPORTED MEMBER MEMBER 2 2X10/2X8/ 12 LU S210/LUS28/ LU210 10d 10d DBL DBL 2X1O/DBL 2X12 HUS210 2 %HUS2 2 2TF 16d 16d 4X8/4X10/4X12 HU48TF/HU410TF/HU412TF 16d 10d 6X8/6X10/6X12 HU68TF/HU610TF/HU612TF 16d 16d TJI/BCI ITS 10d NOT REQ'D LVL/PSL HGLTV 16d 16d GLU-LAM HGLTV 16d 16d NOTES: 1. PROVIDE SKEWED AND SLOPED HANGER WHERE REQUIRED. 2. PROVIDE HANGER WITH ONE OR BOTH FLANGES CONCEALED WHERE REQUIRED. 3. SEE PLANS AND DETAILS FOR HANGER AT SPECIAL CONDITION. 4. PROVIDE APPROPRIATE FASTENER AT ALL FASTENER HOLES U.N.O. 5. FASTENER SIZES: 16d=0.162" DIA. X 3 1/2" LENGTH 10d=0.148" DIA. X 3" LENGTH, 10d X 1 1/2w=0.148" DIA. X 1 1/2- LENGTH 6. PROVIDE HANGERS AND FASTENERS WITH CORROSION PROTEC11ON APPROPRIATE FOR CONNECTION APPLICATION AND ENVIRONMENT. TYPICAL SIMPSON HANGER SCHEDULE 12 NO SCALE SD2 SHEAR PLY AND NAILING PER PLA HOLDOWN AND PER SCHEDULE CONTINUOUS WA WHERE OCCURS - PARTIAL PLAN EAR PLY AND rvh1UNG PER PLAN TYPICAL CORNER HOLDOWN DETAIL NO SCALE W=2XD3 3'-0" MIN. LAP (60) BAR DIAMETERS 11 SD2 . REINF, (TOP AND BOTT) /LAP (60) BAR DIAMETERS LARGER OF D1 OR D2 MINIMUM \_3" MIN. CLEAR T. REINF, (TOP AND BOTT) TYPICAL STEPPED FOOTING ELEVATION 10 NO SCALE SD2 NOTE: WEATHER TREATMENT AND CORROSION PROTECTION BY OTHERS. 2X DECKING BY OTHERS WITH (2) SCREWS AT EACH DECK JOIST PT SOLID BLOCK WITH (4) 8d TOENAILS TO GIRDER, PT GIRDER PER PLAN WITH BC POST CAP AT POSTS - 04 PT POST WITH (4) 16d TOENAILS TO PIER- "WETSET" PRECAST CONC. PIER-- =! --111=f FT(; PFR PI AN - CONTINUOUS PT FLOOR JOISTS PER PLAN 12d TOENAILS PER FJ DECK FOUNDATION DETAIL NO SCALE 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 NTH (3) 8d TOENAILS TO TOP PLATE, TYP A35 CLIP AT 4'-0" O.C:" PT WALL FRAMING PER PLAN-- P.T. DF SILL PER 3/SD1 =1 f_I=1 #4 AT AT 24p O.C. VERT, �- #4 AT 18 O.C. HOR, WHERE STEMWALL HEIGHT > 9 SD2 2X RIM WITH (3) 16d EA. JOIST NOTE: WEATHER TREATMENT AND CORROSION PROTECTION BY OTHERS. -'--SHEAR PER SWS TYPE "6" MIN, TYP ENTIRE WALL =6" MIN. 8" MIN. N 8" SLOPE GRADE AWAY FROM FND. 3" CLR. 12" \#4 CONT. TOP AND BOT. NOTE: GUARDRAIL AND ATTACHMENT BY OTHERS. DECK FOUNDATION DETAIL NO SCALE WALL FRAMING PER PLAN FLOOR FRAMING PER 1/SD2 OR 2/SD2 CONT. 1 3/4 LVL RIM I- - CRIPPLE WALL PER 2/SD2 .� AND/OR FOUNDATION PER 1 /SD2, AS OCCURS -- J NOTE 1 2X DECKING BY OTHERS WITH (2) SCREWS AT EACH DECK JOIST ELEV. PER ARCH ,IVi CONTINUOUS PT DF DECK JOIST PER PLAN WITH LUS HGR 2X CONT. PT DF LEDGER WITH (2) 1/4- DIA. SDS SCREWS AT 16' O.C. WITH 2" EMBED AND (2) SDS SCREWS MIN. EACH END OF LEDGER NOTES: 1.) WATERPROOFING, FLASHING, AND DRAINAGE BY OTHERS. 2.) WEATHER TREATMENT AND CORROSION PROTECTION BY OTHERS. 3.) SEE DETAILS 1 /SD2 AND 2/SD2 FOR ADDITIONAL INFORMATION. TYPICAL DECK LEDGER DETAIL NO SCALE THICKNESS 3" CLR / R 1 3" 3" FTG TYPE PER F FORCE WITH #4 i" O.C. E.W. FLOOR PLY AND NAILING PER PLAN SOLID BLOCK--\ GIRDER PER PLAN WITH BC POST CAP AT POSTS 4X6 PT DF POST - PBS POST BASE CENTERED OVER FLOOR JOISTS PER PLAN LAP 6" ON CENTERLINE OF GIRDER WITH (4) 16d CLINCHED (3) 8d TOENAILS PER FJ 12" MIN FTG PER PLAN L PER PSN TYPICAL SPREAD FOOTING SCHEDULE 6 TYPICAL INTERIOR FOUNDATION 3 NO SCALE PROVIDE 6" MIN WIDTH STEM BEYOND PER 4/SD2 WITH #4 TOP HOOKED AT EACH END AND #4 VERT 12" OC, (3) MIN PER WALL SEGMENT 1/2- ISOLATION JOINT` PAVEMENT AND SLOPE I I SUBGRADE BY OTHERS r— NATURAL 1z. GRADE UNE-- 12" MIN 1 1/2" CLR 3" CLR 12"--�` SD2 NO SCALE S D 2 HOLD DOWN WHERE OCCURS PER WALL FRAMING PER PLAN, TYP PLAN WITH A307 THREADED ROD TO MATCH SSTB DIA. AND SIMPSON CNW AT THREADED ROD SPLICES AND CONN. TO FNDN. ANCHOR SHEAR PER PLAN - FLOOR PLY AND NAILING I� PER PLAN. EDGE NAIL SOLE NAILING PER 6/SDIPLY AT BLOCKS FJ PER PLAN OR BLOCK AT 24" E.N V(3) O.C. AT PARALLEL FJ CONDITION. 1 3/4" LVL CONT. RI2" MIN. BEARING, TYP PROVIDE GAP BETWEEN PANELS E.N�BLOCK SOLID AT POSTS, AS REQ'D. BY MFR., 1/8" MIN.--------..�MULTIPLE STUDS, AND HOLDOWNS E.N:A35 CUP PER SHEAR WALL SCHED. 1/2" LIP AT GARAGE Sd T.N. AT 6" O.C. WHEREOTHERWISE 4'-0" O.C., TYP. DOOR OPENING NO WALL SHEETING OCCURSWHERE REQUIRED E.N8d TOENAIL PER F.J. 1/2- ISOLATION SHEAR TO MATCH WALL ABOVE, JOINT BEYOND TYPE "6" MIN PER SWS, TYP TOP PLATE PER 9/SD1 ELEV. PER ARCH ENTIRE CRIPPLE WALL PT DF SILL AND AB PER 3/SDI FRAMING TO MATCH WALL ABV. ONCRETE SLAB -ON -GRADE E.N: PER PLAN. SLOPE PER ARCH SLOPE GRADE -�`--- o� AWAY FROM FND. 8" MIN. 18" MIN. CLR. TO FLOOR JOISTS (2) LAYERS OF BUILDING PAPER `(2) #4 TOP ANDIII BOTT, CONT THIS LINE FOUNDATION I f NOTES: PER 1/SD2 1.) WHERE CRIPPLE STUD LENGTH IS LESS THAN 14% CRIPPLE WALL SHALL BE FRAMED WITH SOLID BLOCKING. 2.) DECK FRAMING NOT SHOWN FOR CLARITY. SEE DETAIL 7/SD2 FOR ADDITIONAL INFO. TYP GARAGE DOOR OPENING FNDN DTL 5 TYPICAL FOUNDATION CRIPPLE WALL DTL F2 NO SCALE SD2 NO SCALE �D2 WALL FRAMING PER PLAN SHEAR PER PLAN PT DF SILL AND AB PER 3 SDI WHERE OCCURS--- 3/ SDI ISOLATION JOINT CONCRETE SLAB -ON -GRADE EN PER PLAN. SLOPE PER ARCH 6" MIN II• ELEV. PER ARCH ja SLOPE GRADE 8" MIN AWAY FROM FNDN II #4 AT 24" OC VERT, #4 I �_ AT 18" OC HORIZ, WHERE I STEM WALL HEIGHT > 1'-6" I — 12" MIN 8" #4 CONT TOP AND BOTT I -- L 3" CLR, TYP12"_. SPREAD FOOTING PER PLAN WHERE OCCURS TYP EXTERIOR GARAGE WALL FNDN DETAIL SD2 NO SCALE 4 SD2 PERMIT FOOTING SCHEDULE BUTTE COUNTY DEVELOPMENT SERVICES 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" FLOOR PLY AND NAILING PER PLAN SOLID BLOCK--\ GIRDER PER PLAN WITH BC POST CAP AT POSTS 4X6 PT DF POST - PBS POST BASE CENTERED OVER FLOOR JOISTS PER PLAN LAP 6" ON CENTERLINE OF GIRDER WITH (4) 16d CLINCHED (3) 8d TOENAILS PER FJ 12" MIN FTG PER PLAN L PER PSN TYPICAL SPREAD FOOTING SCHEDULE 6 TYPICAL INTERIOR FOUNDATION 3 NO SCALE PROVIDE 6" MIN WIDTH STEM BEYOND PER 4/SD2 WITH #4 TOP HOOKED AT EACH END AND #4 VERT 12" OC, (3) MIN PER WALL SEGMENT 1/2- ISOLATION JOINT` PAVEMENT AND SLOPE I I SUBGRADE BY OTHERS r— NATURAL 1z. GRADE UNE-- 12" MIN 1 1/2" CLR 3" CLR 12"--�` SD2 NO SCALE S D 2 HOLD DOWN WHERE OCCURS PER WALL FRAMING PER PLAN, TYP PLAN WITH A307 THREADED ROD TO MATCH SSTB DIA. AND SIMPSON CNW AT THREADED ROD SPLICES AND CONN. TO FNDN. ANCHOR SHEAR PER PLAN - FLOOR PLY AND NAILING I� PER PLAN. EDGE NAIL SOLE NAILING PER 6/SDIPLY AT BLOCKS FJ PER PLAN OR BLOCK AT 24" E.N V(3) O.C. AT PARALLEL FJ CONDITION. 1 3/4" LVL CONT. RI2" MIN. BEARING, TYP PROVIDE GAP BETWEEN PANELS E.N�BLOCK SOLID AT POSTS, AS REQ'D. BY MFR., 1/8" MIN.--------..�MULTIPLE STUDS, AND HOLDOWNS E.N:A35 CUP PER SHEAR WALL SCHED. 1/2" LIP AT GARAGE Sd T.N. AT 6" O.C. WHEREOTHERWISE 4'-0" O.C., TYP. DOOR OPENING NO WALL SHEETING OCCURSWHERE REQUIRED E.N8d TOENAIL PER F.J. 1/2- ISOLATION SHEAR TO MATCH WALL ABOVE, JOINT BEYOND TYPE "6" MIN PER SWS, TYP TOP PLATE PER 9/SD1 ELEV. PER ARCH ENTIRE CRIPPLE WALL PT DF SILL AND AB PER 3/SDI FRAMING TO MATCH WALL ABV. ONCRETE SLAB -ON -GRADE E.N: PER PLAN. SLOPE PER ARCH SLOPE GRADE -�`--- o� AWAY FROM FND. 8" MIN. 18" MIN. CLR. TO FLOOR JOISTS (2) LAYERS OF BUILDING PAPER `(2) #4 TOP ANDIII BOTT, CONT THIS LINE FOUNDATION I f NOTES: PER 1/SD2 1.) WHERE CRIPPLE STUD LENGTH IS LESS THAN 14% CRIPPLE WALL SHALL BE FRAMED WITH SOLID BLOCKING. 2.) DECK FRAMING NOT SHOWN FOR CLARITY. SEE DETAIL 7/SD2 FOR ADDITIONAL INFO. TYP GARAGE DOOR OPENING FNDN DTL 5 TYPICAL FOUNDATION CRIPPLE WALL DTL F2 NO SCALE SD2 NO SCALE �D2 WALL FRAMING PER PLAN SHEAR PER PLAN PT DF SILL AND AB PER 3 SDI WHERE OCCURS--- 3/ SDI ISOLATION JOINT CONCRETE SLAB -ON -GRADE EN PER PLAN. SLOPE PER ARCH 6" MIN II• ELEV. PER ARCH ja SLOPE GRADE 8" MIN AWAY FROM FNDN II #4 AT 24" OC VERT, #4 I �_ AT 18" OC HORIZ, WHERE I STEM WALL HEIGHT > 1'-6" I — 12" MIN 8" #4 CONT TOP AND BOTT I -- L 3" CLR, TYP12"_. SPREAD FOOTING PER PLAN WHERE OCCURS TYP EXTERIOR GARAGE WALL FNDN DETAIL SD2 NO SCALE 4 SD2 PERMIT BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE -MAMING-PER PLAN PT DF SILL AND (�LL AB PER 3/SD1 SHEAR PER PLAN PLYWOOD AND NAILING PER PLANJSOLE NAILING PER 6/SD1 FLOOR JOIST PER PLAN EITHERE.N. DIRECTION. SOLID BLOCK AT 2'-0" O.C. AT PARALLEL CONDITION ',,--CONT. 1 3/4" LVL RIM BLOCK SOLID AT POSTS .N MULTIPLE STUDS AND HOLDOWNS 8" MIN. 18" MIN. SLOPE ED RADE AWAY FROM FOUNDATION 6" MIN. E �r W I -I #4 AT 24" O.C. VERT, 1—� ff Lt — I I- o FOR CODE CO��„PL #4 AT 18" O.C. HOR, i i N WHERE STEMWALL -—'� APER 11 2017 HEIGHT > 1 -6 r- . 3" CLR.17 _ 8" INTERV�lEzST �- CONSULTING GR 12" MIN. #4 CONT. TOP AND BOTT. (15" PER PLAN WHERE REQ'D) SPREAD FOOTING PER PLAN WHERE OCCURS NOTE: DECK FRAMING NOT SHOWN FOR CLARITY. SEE DETAIL 7/SD2 FOR ADDITIONAL INFO. TYPICAL FOUNDATION DETAIL 1 NO SCALE SD2 K P � c CNo. 75688' m * .6/ 0/1e s� Cjvj\' gjFOF CAO 2/07/17 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS AIINZ 1k 383 Rio Undo Ave. Suite 200 Chico, CA 95926 P. 530.592.4407 SummitChico.com V) J W Q d U J V_j z J W re n O W0 �o •. zQ Q J � W Q Ca C!) U :D 0 Q U a >= REVISIONS: \NCE DATE: 2/07/17 SCALE: NTS DRAWN BY: RKB JOB NUMBER: 17-113 SHEET: 1/2 STRAP LENGTH NOTCH BEAM AT BEAM PER PLAN PERPENDICULAR PLATES, WHERE -- LSTA18 E.S., UNO. MSTA30 STRAP AT PARALLEL TOP PLATE, UNO TOP PLATE /PER 9/SD1 (2) 16d NAILS, TYP WALL FRAMING PER PLAN TRIMMER/S POST PER PLAN TYPICAL TOP PLATE -BEAM DETAIL NO SCALE BENT LSTA18 STRAP BEAM PER PLAN LENGTH A ACE POST CAP 12 SD3 NOTE: NOTCH POST TO PROVIDE FULL BEARING AT BEAMS `BEAM PER PLAN ACE POST CAP POST PER PLAN NOTE: WEATHER TREATMENT AND CORROSION PROTECTION BY OTHERS. ROOF PLY AND NAILING PER PLAN, TYP, V-07 2'—On E.N.✓(3) 16d TOENAILS FASCiA BY E.N. OTHERS SHEAR PER SWS TYPE "6", TYP ENTIRE GABLE - E.N. 12d AT 7" O.C. ROOF PLY AND NAILING PER PLAN 2X BLOCK ROOF TRUSS AND TRUSS -TO - TRUSS ATTACHMENTS BY OTHERS. TOP CHORD CONN. IS (3) 16d TOENAILS MIN. 2X4 FLAT OUTLOOKER AT 24" O.C., NOTCH PLY AND TOP CHORD TO SEAT OUTLOOKER BLOCK -GABLE END TRUSS BY OTHERS NOTE: CONTRACTOR SHALL VERIFY NOTCH DEPTH AND LOCATION WITH TRUSS MFR. PRIOR TO CUTTING. TYPICAL GABLE END TRUSS DETAIL NO SCALE BY OTHERS ROOF PLY AND NAILING PER PLAN, TYP E.N., TYP l'-0* 2'-0 - L E.N. -- (3) 16d TOENAILS FASCIA BY OTHERS E.N. \2X4 FLAT OUTLOOKER AT 24" O.C., NOTCH PLY AND TOP CHORD TO SEAT SHEAR PER SWS TYPE OUTLOOKER "6", TYP ENTIRE GABLE -- GABLE END DRAG TRUSS BY OTHERS BRACE PER 5/SD3, SIM, TYP 2X BLOCK E.N. ROOF AT 4'-0" PLY AT O.C. WITH BLOCKS (3) 16d E.N. TOENAILS US HCR AT EACH END---...- LVER7ICAL TRUSS 16d AT 8" MEMBER O.C. TO BLOCK CONT. 2X LEDGER WITH 2X BLOCK (2) 16d AT 16" O.C. NOTES: 1.) CONTRACTOR SHALL VERIFY OUTLOOKER NOTCH DEPTH AND LOCATION WITH TRUSS MFR. PRIOR TO CUTTING. 2.) WATERPROOFING, FLASHING, AND VENTING BY OTHERS. 9 TYPICAL GABLE END LEDGER DETAIL 6 SD3 NO SCALE SD3 ROOF PLY AND NAILING PER PLAN 1'-D" MAX___ j 3) 16d TOENAILS •N• 14 FASCIA OTHERS BY E.N. 20 FLAT OUTLOOKER AT 24" O.C., NOTCH SHEAR PER SWS TYPE PLY AND TOP "6", TYP ENTIRE GABLE CHORD TO SEAT OUTLOOKER 1 E.N. GABLE END DRAG 1 TRUSS BY OTHERS ROOF PLY AND 2X BLOCK NAILING PER PLAN A35 CLIP PER ADD 2X4 FLAT TO SWS, OTHERWISE BRACES LONGER 4'-0" O.C. THAN 6'-0" WITH 16d AT 12" O.C. 2X BLOCK WITH (2) 16d EACH END 2X6 BRACE AT ROOF TRUSS AND TRUSS -TO- 4'-0" O.C. WITH TRUSS ATTACHMENTS BY (5) 16d NAILS OTHERS. TOP CHORD CONN. EACH END IS (3) 16d TOENAILS MIN. 2X BLOCK WITH • (2) 16d EACH END - SOFFIT SHEATHING E.N. 2X BLOCKING AT 4'-0" O.C., PER 4/SD3, SIM \(3) T&B, (3) 12d T.N. EA. END DBL TOP PLATE 16d T.N. EA BLOCK PER 9/SD1 SHEAR PER PLAN WHERE OCCURS WALL FRAMING PER PLAN WHERE OCCURS NOTES: TYPICAL MITERED BEAM DETAIL 11ROOF NAILING LPERNPLAN 1.) WATERPROOFING, FLASHING, VENTING, AND DRAINAGE BY OTHERS. NO SCALE MSTA24 STRAP AT SPLICES, U.N.O. 1/2 STRAP LENGTH BEAM SPLICE AS OCCURS SIMPSON COLUMN CAP PER PLAN— SIMPSON POST PER PLAN PER PLAN NOTE: WEATHER TREATMENT AND CORROSION PROTECTION BY OTHERS. TYPICAL BEAM DETAIL NO SCALE SD3 " '-0" E.N. AT 2.) CONTRACTOR SHALL VERIFY OUTLOOKER NOTCH DEPTH AND LOCATION WITH .N• — �3) 16d TOENAILV BLOCK, TYP TRUSS MFR. PRIOR TO CUTTING. • TYPICAL GABLE END DRAG TRUSS DETAIL �� FASCIA BY • • OTHERS E•N• ' �' No SCALE 2X BLOCKING AT 2X4 FLAT OUTLOOKER AT 24" I 4'-0" O.C., T&B, O.C., NOTCH PLY AND TOP 1 (3) 12d T.N. EA. CHORD TO SEAT OUTLOOKER I END, TYP SHEAR ENTIRE WALL PERC 5) 16d 1 SWS TYPE "6", ENTIRE 1 2X6 NOTCH AT TRUSS BY SD3 BOTTOM CHORD OF TRUSS BY OTHERS, SIMPSON STC CLIP AT EACH TRUSS "�1 /2" GAP NON-BEARING WALL --]j WALL PERPENDICULAR TO TRUSS SIMPSON DTC CLIP AT I EACH TRUSS --7 1/2" GAP ----- TRUSS BY OTHERS, TYP NON-BEARING WALL \2X4 BLOCK AT 4'-0" O.C. WITH (2) 16d EACH END WALL PARALLEL TO TRUSS NOTE: ATTACHMENT OF FINISHES IS BY OTHERS AND MUST BE INSTALLED TO ACCOMMODATE VERTICAL DIFFERENTIAL MOVEMENT BETWEEN THE TRUSSES AND THE NON-BEARING WALLS. TYPICAL NON-BEARING WALL AT ROOF 3 NO SCALE SD3 PROVIDE GAP BETWEEN PANELS AS REVD. BY MFR., 1/8" MIN. ROOF PLY AND NAILING PER PLAN�j •' 2X4 OVERFRAMING i e' •' AT 24" O.C. (3) 16d TOENAILS, ROOF PLY ,AND NAILING TYP PER PLAN 2X4 WITH ' 161 NAILS E.N. PLY AT AT 12" SLEEPER,O.C., TYP TYP\\\ `-2X SLEEPER WITH (3) 16d NAILS AT EA RAFTER OR TRUSS 2X4 VERT. AT 24" O.C. WITH (4) 16d TOP AND (2) 16d TOENAILS BOTT., TYP TYPICAL OVERFRAMING DETAIL NO SCALE RAFTER OR TRUSS PER PLAN, TYP gtJTr-,: COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE I OMPLIANCE _ n r;TF GABLE END TRUSS TOP, AND I BOTTOM CHORDS ADD 2X4 FLAT TO I ' E.N. BRACES LONGER I � ROOF PLY AND 2X BLOCK I I NAILING PER PLAN ROOF PLY AND THAN 6'-0" WITH I RBC CLIP PER SHEAR 16d AT 12 O.C. WALL OTHERWISE SCHEDULE, O.C., TYP. NAILING PER PLAN ROOF PLY AND NAILING PER PLAN ADDED H2.5I EA. ROOF TRUSS ( , I RBC CLIPPER SHEAR TRUSS AND (1) E.S. AND TRUSS -TO- BLOCK WITH 2X6 BRACE ATN NWALL SCHEDULE," TRUOF SSES,WHEREI E.N� TRUSS TYP SOLID BLOCKING ATTACHMENTS {2) 16d EACH END � • 4 -0 O.C. WITH OTHERWISE 4 -0 O.C., OtSCONTiNUOUS � BY OTHERS. TOP (6) 16d NAILS E.N.TRUSS I I H2.5T EA. TRUSS CHORD CONN. EACH END OCCURS I SOLID BLOCK OF IS (3) 16d A35 CLIP PER SHEAR WALL SOLID BLOCK WITH I WITH 12d AT AND (1) E.S. E TOENAILS MIN. 2X BLOCK WITH SCHEDULE, OTHERWISE 4'-0" O.C. �12d AT 16" O.C. i 16" O.C. GIRDER TRUSSES E.N. H2.5T EA. TRUSS (2) 16d EACH END _ A34 CLIP AND (1) E.S. OF FASCIA BY OTHER TOP PLATE PER 9/SD1 2 SD3 ROOF TRUSSES BY OTHERS GIRDER TRUSSES E.N. DBL TOP PLATE 76"7 H2.5T EA. TRUSS SHEAR PER PLAN--- ,� SOFFIT SHEATHING E.N. 5j8" APA RATED AND (1) E.S. OF, % 4. rZD PER 4/SD3, SIM PER 9/SD1 SOLID BLOCKING SHEATHING WITH 8d GIRDER TRUSSESSHEAR PER PLAN - O.C. E.N. AND 12" O.. ., FOR CGDE COINIPLIANC WALL FRAMING PER PLAN BEAM PER PLAN NOTES: SHEAR PER PLAN-- DBL TOP PLATE ALL FRAMING PER PLAN APR 1 120117 PER 9jSD1 1.) WATERPROOFING, FLASHING, VENTING, AND DRAINAGE BY OTHERS. 2.) CONTRACTOR SHALL VERIFY OUTLOOKER NOTCH DEPTH AND LOCATION WITH NOTE: LOCATE WALL STUDS DIRECTLY BELOW TRUSSES. TRUSS MFR. PRIOR TO CUTTING. 10 TYPICAL GABLE END TRUSS DETAIL FT� OVERHANG SHEAR TRANSFER DETAIL SD3 NO SCALE SD3 NO SCALE 4 SD3 TYPICAL EAVE DETAIL NO SCALE I,,F F_RINEST Ct LG G R 0 U F 1 SD3 4ROFESS10Nq K. Cry v �I w 8 rNo. 7568' 6/ 0/18 *T9l CIVtL FOFCA0� 2/07/17 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS 383 Rio Undo Ave. Suite 200 Chico, CA 95926 P. 530.692.4407 SummitChico.com V) J W Q U U >�(z L1J OC in 0 W 0 w 0 � 0 <0 U Q W W Q Ca z V) U Z) 0 U REVISIONS: a : DATE: 2/07/17 SCALE: NTS DRAWN BY: RKB JOB NUMBER: 17-113 SHEET: SD3 .. _ .. -� .. .:. r��.1 e �, ;: ..� •�.. - � i` ,.. ,. a+ :... .. :.. ,- �" :.. .. .. .. . .. ... .. r '. � .. � ". .. -. � .. .. �� I .. � .. ,-'� .� ._-C