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BUILDING CODE
<br /> 2012 INTERNATIONAL BUILDING CODE : GENERAL A , t
<br /> 1.ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO
<br /> FLOOR LOAD THE CONTRACT DRAWINGS. II I I m� h
<br /> DEAD LOAD : 12 psf y 4
<br /> LIVE LOAD: 40 Psi 2. DURING THE CONSTRUCTION PERIOD THE CONTRACTOR � c f N 8
<br /> ROOF LOAD- SHALL BE RESPONSIBLE FOR THE SAFETY Of THE BUILDING.
<br /> THE CONTRACTOR SHALL PROVIDE ADEQUATE SHORING, (-D- 0
<br /> DEAD LOAD:15 psf BRACING AND GUYS IN ACCORDANCE WITH ALL NATIONAL, �� �-;�
<br /> FLAT ROOF SNOW LOAD: 25 psf STATE AND:LOCAL SAFETY ORDINANCES. ANY DEVIATION --�J
<br /> SNOW EXPOSURE FACTOR(Ce): 1.1 MUST BE APPROVED PRIOR TO ERECTION.
<br /> B 4.)
<br /> SNOW LOAD IMPORTANCE FACTOR(Is): 1.00
<br /> THERMAL FACTOR(Ct):1.1 3.:ALL ERECTION PROCEDURES SHALL CONFORM TO OSHA "
<br /> STANDARDS. ANY DEVIATION MUST BE APPROVED BY OSHA .O c
<br /> WIND DESIGN DATA PRIOR To ERECTION. O
<br /> 1.BASIC WIND SPEED:-:110..MPH
<br /> 2.WIND IMPORTANCE FACTOR(Iw): 1.0 4.THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL . Q ^v
<br /> BUILDING CATEGORY: II CONSTRUCTION PROCEDURES INCLUDING LAGGING, Q ne 3? o
<br /> 3:WIND EXPOSURE: B SHORING AND PROTECTION OF ADJACENT PROPERTY, - C N d
<br /> 4.Kzt= 1 INTERNAL PRESSURE COEFFICIENT: NA STRUCTURES,STREETS AND UTILITIES IN ACCORDANCE WITH C © _ no W a -
<br /> 6.APPLICABLE WIND PRESSURE FOR ALL NATIONAL,STATE AND LOCAL SAFETY ORDINANCES. �. 0 L t/1 V Q a
<br /> COMPONENTS AND CLADDING: NA Q 1:1)
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<br /> 1 5.THE CONTRACTOR SHALL BE RESPONSIBLE FOR E _ c 2 M
<br /> COORDINATING THE WORK OF ALL TRADES AND SHALL m
<br /> SESIMIC DESIGN DATA 1, p N ,�
<br /> T.SEISMIC IMPORTANCE FACTOR: 1.0 CHECK ALL DIMENSIONS.ALL DISCREPANCIES SHALL BE 1 .It •:•::.,p , , -. fi L. .
<br /> SEISMIC USE GROUP: I CALLED TO THE ATTENTION OF THE ENGINEER AND BE _ :` IL'_ lL -, IL:, .}t� W
<br /> o RESOLVED BEFORE PROCEEDING WITH THE WORK. • _ ': .f•-.': : . " D Z
<br /> 2.SPECTRAL RESPONSE ACCELERATION(Ss). 120.9/o G • :
<br /> 3.SITE CLASS:D(ASSUMED) :l. :.'<. .., ;.._ i
<br /> 82.0%G6.SHOP DRAWINGS FOR PREFABRICATED TRUSSES AND `' '�
<br /> 4.SPECTRAL RESPONSE COEFFICIENTS(SDS). 'i ;', •• , • � �: '' � 4 `' ''` (j �
<br /> MANUFACTURED FLOOR JOISTS SHALL BE SUBMITTED TO THE '•. ' • •" .
<br /> S.SEISMIC DESIGN CATEGORY: D �� '" " ` "`� " •� '� -� '' "' ` ��`
<br /> 6.BASIC SEISMIC-FORCE-RESISTING SYSTEM:SHEARWALLS ENGINEER FOR REVIEW PRIOR TO FABRICATION.
<br /> 7. DESIGN BASE SHEAR:SEE CALCULATIONS DOUBLE TOP PLATE W/EDGE NAILING(STAGGER) `: G HOLDOWN PER SCHEDULE AND PLAN
<br /> 8.SEISMIC RESPONSE COEFFICIENT(Cs):.088 7. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF ®
<br /> 9. RESPONSE MODIFICATION FACTOR(R): 6.5 CONSTRUCTION. WHERE CONDITIONS ARE NOT (HDQ8-SDS3 SHOWN)
<br /> 10.ANALYSIS PROCEDURE USED: EQUIVALENT LATERAL FORCE PROCEDURE SPECIFICALLY.INDICATED BUT ARE OF SIMILAR CHARACTER TO ©SHEARWALL EDGE NAILING AT ALL.PANEL EDGES. H COORDINATE ALL STUD AND PLATE SIZES
<br /> DETAILS SHOWN,SIMILAR DETAILS OF CONSTRUCTION SHALL BLOCKING AT ALL PANEL EDGES WHERE APPLICABLE. 0 w/SHEARWALL SCHEDULE REQUIREMENTS
<br /> FRAMING LUMBER: BE USED SUBJECT TO REVIEW BY THE ENGINEER.
<br /> 1. FRAMING LUMBER SHALL BE HEM-FIR NO. 2: GRADES ARE.TYPICAL UNLESS OTHERWISE ©.EDGE NAILING TO HOLDOWN POST(FULL HEIGHT)
<br /> 8.ALL DETAILS DESIGNATED AS STANDARD OR TYPICAL SHALL STAGGER INTO DOUBLE STUDS J EDGE NAILING TO POSTS,TRIM STUDS,
<br /> NOTED ON PLANS. LUMBER TO BE GRADE MARKED PER WCLIB SPECIFICATIONS. O EDL M
<br /> OCCUR IN ADDITION TO ANY OTHER SPECIFIC D_ETAIL CALLED QD STUDS @ 16"ON CENTER AND KING STUDS
<br /> 2.STRUCTURAL SHEATHING SHALL BE APA RATED PLYWOOD OR OSB,EXPOSURE 1 SHEATHING: OUT. Q PRESSURE TREATED SILL PLATE WITH EDGE NAILING O BEARING STUD FOR HEADER LJ.J E0-1 O
<br /> CONFORMING TO EITHER COMMERCIAL STANDARDS P51-83,APA PRP-108,OR VOLUNTARY AND ANCHOR BOLTS PER SHEARWALL SCHEDULE. Q 00
<br /> 9 COORDINATE WITH MECHANICAL,PLUMBING,AND
<br /> PRODUCT STANDARD PSE-92. PROVIDE A MINIMUM'OF 3/e"EDGE DISTANCE ON.ALL NAILS AND ©RIMJOIST TO BE 132"MIN THICKNESS AT W
<br /> ELECTRICAL DRAWINGS FOR SIZE AND LOCATION OF ALL TOP PLATE SPLICE NAILING`TO BE(8) 1
<br /> Y".EXPANSION JOINT BETWEEN ALL PANEL EDGES.MINIMUM SHEATHING REQUIREMENTS ARE 0 bd SINKERS(MIN). ALL SHEARWALLS 0 H
<br /> AS FOLLOWS: OPENINGS REQUIRED FOR DUCTS,PIPES,PIPE SLEEVES, LAP 48"MINIMUM.`CENTER SPLICE ON STUD. d J Q
<br /> ELECTRICAL CONDUITS,AND OTHER ITEMS TO BE EMBEDDED
<br /> ROOF SHEATHING TO BE 15/32"INT-APA RATED PLYWOOD OR 46 OSB WITH EXTERIOR INONCRETE OR OTHERWISE INCORPORATED IN STRUCTURAL
<br /> GLUE,P.I.24/0. NAIL WITH' 10d NAILS AT 6"ON CENTER AT PANEL EDGES AND 12" W '�
<br /> ON CENTER AT INTERMEDIATE MEMBERS: WORK STD.. SHEARWALL ELEVATION W/ RIM
<br /> 10.PROVIDE OPENINGS AND SUPPORTS,AS REQUIRED PER SCALE: "=1'-0' Z,
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<br /> SUB FLOORING TO BE%4"TONGUE AND GROOVE C-D INT-APA RATED PLYWOOD OR STANDARD DETAILS FOR HEATERS,MECHANICAL EQUIPMENT,
<br /> OSB WITH EXTERIOR GLUE,P.1.48/24. GLUE AND NAIL WITH 10d NAILS AT 6"ON �. W
<br /> VENTS,DUCTS,PIPING,ETC:'ALL SUSPENDED:MECHANICAL
<br /> CENTER AT PANEL EDGES AND 12"ON CENTER AT INTERMEDIATE MEMBERS. O
<br /> EQUIPMENT SHALL BE SWAY OR LATERALLY BRACED.
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<br /> 3. NAILING SHALL CONFORM TO TABLE 2304.9.1 OF THE INTERNATIONAL BUILDING CODE
<br /> UNLESS NOTED OTHERWISE.: USE COMMON NAILS THROUGHOUT UNLESS NOTED 11.ALL INFORMATION SHOWN ON THE DRAWINGS RELATIVE CN
<br /> OTHERWISE. TO EXISTING CONDITIONS IS GIVEN AS THE BEST PRESENT
<br /> KNOWLEDGE BUT WITHOUT GUARANTEE OF.ACCURACY.
<br /> UNLESSSPECIFICALLY DETAILED OR WHERE ACTUAL CONDITIONS CONFLICT WITH THE
<br /> 4.NO STRUCTURAL MEMBER SHALL BE CUT OR NOTCHED DRAWINGS;THEY SHALL BE REPORTED TO THE ENGINEER SO TRUSS PER PLAN
<br /> APPROVED IN WRITING BY THE STRUCTURAL ENGINEER THAT THE PROPER REVISIONS MAY BE MADE. MODIFICATION I / - OLr.
<br /> 8d,@ 6"'"0/C INTO BLOCKING k "
<br /> 5:PROVIDE PROPERLY SIZED WASHER UNDER HEADS AND NUTS OF ALL BOLTS AND LAG TO DETAILS OF CONSTRUCTION SHALL NOT BE MADE g ,0,..-..4,4 -'-'1"-..< O
<br /> S U WITHOUT PRIOR WRITTEN APPROVAL OF THE ENGINEER. H1 CLIP @ EACH TRUSS ` 7 . '` o
<br /> SCREWS BEARING ON WOOD, / ; ,
<br /> (24"0/C MAX)
<br /> 12.ARCHITECTURAL AND MECHANICAL PLANS ARE
<br /> 6.PROVIDE 3"x3"x0.229"WASHERS AT ALL' ANCHOR BOLTS. it
<br /> CONSIDERED_A PART OF THE STRUCTURAL DESIGN DRAWINGS );_ m -.,:&-0 ce
<br /> AND ARE TO BE USED TO DEFINE DETAIL CONFIGURATIONS :)NAL,
<br /> 7. BOLT HOLES SHALL BE NOMINAL DIAMETER OF BOLT PLUS Xs UNLESS NOTED OTHERWISE. c �'
<br /> LAG BOLT PILOT HOLES SHALL BE PRE-DRILLED TO 60%OF THE NOMINAL DIAMETER OF THE INCLUDING;BUT NOT LIMITED TO RELATIVE LOCATION OF VENTILATION MAY BE REQ'D
<br /> LAG BOLT UNLESS NOTED OTHERWISE, MEMBERS,ELEVATIONS, DIMENSIONS AND LOCATIONS OF ALL AT BLOCKING.VERIFY M`AY L .5 2016
<br /> OPENINGS, ETC. WALL PER PLAN-NAIL "F"
<br /> METHOD W/ENGINEER:PRIOR I ATF.RALONLY
<br /> 5 SHEATHING INTO EA TO CONSTRUCTION. BIRD
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<br /> 8.ALL SILL PLATES SHALL BE BOLTED TO THE FOUNDATION WITH �8 MINIMUM DIAMETER MEMBER OF TOP PLATE B Drawn B :FF
<br /> BOLTS SPACED AT A MAXIMUM OF 48"ON CENTER. BOLTS MUST BE EMBEDDED A MINIMUM LOCKING IS ACCEPTABLE: Y
<br /> OF`7"INTO CONCRETE.OR MASONRY. SEE PLANS AND DETAILS FOR SPECIFIC REQUIREMENTS C ate:0_-3 CCC
<br /> Date:07-31-15
<br /> "WHERE APPLICABLE. ROOF/SHEARWALL CONN,
<br /> SDA JOB NO.
<br /> 9. RIM JOIST IS TO BE 1)4 LSL MINIMUM. 7592
<br /> - 10. PROVIDE DOUBLE JOIST UNDER ALL PARALLEL PARTITION WALLS AND SOLID BLOCKING STRUCTURAL "-.•
<br /> UNDER PERPENDICULAR PARTITION WALLS. NOTES ''
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<br /> 11.CONTACT THIS OFFICE PRIOR TO MAKING ANY CHANGES TO THESE DETAILS. S- 1 0 :'
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