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. CONSTRUCTION SHALL CONFORM TO THE 2021 INTERNATIONAL BUILDING CODE (IBC)
<br />AMENDED BY WASHINGTON STATE (WSBC), THE 2021 INTERNATIONAL RESIDENTIAL
<br />DE (IRC) AS AMENDED BY WASHINGTON STATE AND/OR OTHER GOVERNING CODE, AS
<br />]UIRED BY LOCAL JURISDICTION.
<br />'RUCTURAL DRAWINGS INDICATE TYPICAL AND GENERAL CONSTRUCTION DETAILS.
<br />HERE DETAILS ARE NOT REFERENCED AT LOCATIONS OF SIMILAR CONFIGURATION TO
<br />:TAILS PROVIDED, SIMILAR DETAILS SHALL BE EMPLOYED. NOTES ON THE FOLLOWING
<br />DIVIDUAL STRUCTURAL SHEETS SHALL TAKE PRECEDENCE OVER THESE GENERAL
<br />'RUCTURAL NOTES. ANY SPECIFICATION CONFLICTS THAT MAY OCCUR WITHIN THIS
<br />AN SET, THE CONTRACTOR SHALL DEFAULT TO THE MORE STRINGENT/ CONSERVATIVE
<br />'ECIFICATION.
<br />CONTRACTOR SHALL REVIEW THE CONSTRUCTION DOCUMENTS IN FULL FOR
<br />URACY AND ADEQUACY AS RELATED TO SITE CONDITIONS. ANY DISCREPENCIES
<br />ILL BE SUBMITTED TO THE FOR BEFORE PROCEEDING.
<br />GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL DESIGN, PERMITTING AND
<br />STRUCTION OF ALL UTILITIES INCLUDING PLUMBING, ELECTRICAL AND HVAC. ANY
<br />UCTURAL MODIFICATIONS SHALL BE SUBMITTED TO THE FOR BEFORE PROCEEDING.
<br />NOT SCALE DRAWINGS. WRITTEN DIMENSIONS SUPERCEDE. THE GENERAL
<br />)TRACTOR SHALL BE RESPONSIBLE FOR ALL DIMENSIONS (INCLUDING ROUGH
<br />NINGS) AND SHALL REVIEW ALL DIMENSIONS AND THEIR ACCURACY IN ACCORDANCE
<br />H ARCHITECTURAL DRAWINGS BEFORE CONSTRUCTION.
<br />THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT JOB
<br />SITE, INCLUDING SOIL CONDITIONS (UNLESS SOILS REPORT EXISTS), AND CONDITIONS
<br />RELATED TO EXISTING UTILITIES, EASEMENTS, AND/OR RIGHTS OF WAY.
<br />THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL MEANS AND METHODS OF
<br />CONSTRUCTION, WORKMANSHIP AND JOBSITE SAFETY. THE GENERAL CONTRACTOR IS
<br />RESPONSIBLE FOR THE STRENGTH AND STABILITY OF THE STRUCTURE DURING
<br />CONSTRUCTION AND SHALL PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL
<br />PERMANENT CONNECTIONS AND STIFFENINGS HAVE BEEN INSTALLED.
<br />THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED
<br />INSPECTIONS WITH THE BUILDING DEPARTMENT.
<br />AND ALL DISCREPANCIES BETWEEN THE STRUCTURAL DRAWINGS AND ANY OTHER
<br />RELATED DRAWINGS, INCLUDING ARCHITECTURAL, CIVIL OR ANY OTHER
<br />SULTANT DRAWINGS SHALL BE PROVIDED TO THE FOR BEFORE PROCEEDING.
<br />DESIGN CRITERIA FOR SOILS REPORT INFORMATION, IF APPLICABLE.
<br />WHERE SOILS REPORT NOT PROVIDED, 2000 PSF SOIL BEARING ASSUMED. ASSUMED
<br />ALLOWABLE SOIL BEARING AND LATERAL PRESSURES SHALL BE FIELD -VERIFIED.
<br />BEARING SOIL SHALL BE FREE OF ORGANIC MATERIAL. FOR SHALL BE NOTIFIED OF ANY
<br />SOILS FOUND TO BE INADEQUATE TO REVIEW FOUNDATION ADEQUACY. SEE ADDITIONAL
<br />SOILS NOTES ON RETAINING WALL DETAILS, IF APPLICABLE.
<br />JGS SHALL BEAR ON FIRM, UNDISTURBED SOIL (OR CONTROLLED, COMPACTED
<br />TURAL FILL) AT LEAST 18" BELOW EXISTING GRADE. ACTUAL ELEVATIONS OF
<br />JGS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. OVEREXCAVATION
<br />BE BACKFILLED USING LEAN CONCRETE (fD = 2000 PSI) OR STRUCTURAL BACKFILL.
<br />ITRUCTURAL FILL SHOULD CONSIST OF PREDOMINATELY WELL -GRADED, GRANULAR
<br />;OIL, FREE OF ORGANIC MATERIAL AND DEBRIS. FILL SHOULD BE PLACED IN MAXIMUM 8'
<br />OOSE LIFTS AND COMPACTED TO A MINIMUM OF 95 PERCENT OF THE MAXIMUM DENSITY
<br />,T OPTIMUM MOISTURE CONTENT DETERMINED BY ASTM D-1557 TEST PROCEDURES.
<br />VFORMATION FOUND WITHIN SOILS REPORT AND/OR PROVIDED BY GEOTECHNICAL
<br />NGINEER OR OTHER SOILS PROFESSIONAL, SHALL TAKE PRECEDENCE. ANY
<br />IIGNIFICANT CONSTRUCTION FOUNDED ON STRUCTURAL FILL SHALL BE REVIEWED BY A
<br />)EOTECHNICAL ENGINEER LICENSED IN THE STATE OF WASHINGTON.
<br />SPECIAL INSPECTIONS
<br />SPECIAL INSPECTIONS SHALL BE PROVIDED AS REQUIRED BY THE BUILDING DEPARTMENT
<br />AND IBC SECTION 1704. THE OWNER SHALL BE RESPONSIBLE FOR RETAINING ANY
<br />SPECIAL INSPECTORS REQUIRED. ALL SPECIAL INSPECTION REPORTS SHALL BE
<br />PROVIDED TO THE EORAS APPLICABLE. SEE CONCRETE SECTION FOR MORE ON SPECIAL
<br />INSPECTIONS.
<br />SPECIAL INSPECTIONS AND TESTS OF SOILS IBC 1705.E
<br />VERIFICATION AND INSPECTION
<br />FREQUENCY
<br />REFERENCES
<br />CONTINNOUS
<br />PERIODIC
<br />VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS ARE
<br />X
<br />ADEQUATE TO ACHEIVE THE DESIGN BEARING CAPACITY
<br />VERIFY EXCAVATIONS EXTEND TO PROPER DEPTH AND
<br />X
<br />HAVE REACHED PROPER MATERIAL
<br />PERFORM CLASSIFICATION AND TESTING OF COMPACTED
<br />X
<br />FILL MATERIALS
<br />VERIFY USE OF PROPER MATERIALS AND MATERIALS PER
<br />GEOTECHNICAL REPORT. VERIFY DENSITIES AND LIFT
<br />X
<br />THICKNESSES DURING PLACEMENT AND COMPACTION OF
<br />COMPACTED FILL.
<br />PRIOR TO PLACEMENT OF COMPACTED FILL, OBSERVE
<br />SUBGRADE AND VERIFY THAT SITE HAS BEEN PREPARED
<br />X
<br />PROPERLY.
<br />WOOD FRAMING NOTES
<br />GENERAL REQUIREMENTS
<br />PROVIDE MINIMUM NAILING PER 2021 IBC TABLE 2304.10.2 (PROVIDED BELOW), UNLESS
<br />NOTED OTHERWISE. ALL WOOD IN CONTACT WITH CONCRETE AND/OR EXPOSED TO
<br />WEATHER SHALL BE PRESERVATIVE -TREATED BY AN APPROVED METHOD. ALL CUTS,
<br />NOTCHES AND EXPOSED ENDS TO BE RE -TREATED. DO NOT NOTCH, BEVEL OR DRILL
<br />STRUCTURAL MEMBERS, EXCEPTAS ALLOWED BY SECTIONS 2308.4.2.4 AND 2308.7.4, OR
<br />AS ALLOWED ELSEWHERE WITHIN THIS PLAN SET.
<br />FRAMING LUMBER
<br />STRUCTURAL LUMBER SHALL ADHERE TO THE FOLLOWING TABLE:
<br />MEMBER
<br />GRADING
<br />f,
<br />f„
<br />fCll
<br />fc�
<br />(PSI)
<br />(PSI)
<br />(PSI)
<br />(PSI)
<br />STUDS, SAWN FLOOR JOISTS,
<br />HF#2 OR BETTER
<br />SAWN RAFTERS (2x LUMBER)
<br />(HEM FIR #2
<br />850
<br />150
<br />1300
<br />405
<br />POSTS, BEAMS, HEADERS
<br />DF#2 OR BETTER
<br />4x LUMBER AND GREATER
<br />DOUG FIR #2
<br />900
<br />180
<br />1350
<br />625
<br />LVL- LAMINATED VENEER
<br />LUMBER (FLUSH BEAMS,
<br />1.9E
<br />2600
<br />285
<br />2510
<br />760
<br />COLLECTORS, RAFTERS
<br />GLB - GLUED -LAMINATED
<br />24F-V4 - TYPICAL
<br />24DDI
<br />1850(-)
<br />BEAMS(DROR,HEADERS)EXPOSED,
<br />24F-V8-CANTILEVERED
<br />24001
<br />265
<br />1650
<br />650
<br />EXTERIOR, HEADERS
<br />2400(-)
<br />PSL- PARALLEL STRAND
<br />LUMBER (FLUSH BEAMS,
<br />2.0E
<br />2900
<br />290
<br />2900
<br />750
<br />HEADERS
<br />LSL- LAMINATED STRAND
<br />LUMBER (FLUSH BEAMS,
<br />1.55E
<br />2325
<br />310
<br />2050
<br />800
<br />COLLECTORS, RIMS)
<br />2x TIMBER SHALL BE KILN DRIED. GRADES SHALL CONFORM TO WWPA GRADING RULES
<br />FOR WESTERN LUMBER", LATEST EDITION.
<br />STALL MINIMUM 1/2° COX PLYWOOD (32/16) OR 7/16" OSB SHEATHING. NAIL ALL
<br />IPPORTED EDGES AND BOUNDARIES WITH 8d AT 6" O.C, AND INTERIOR SUPPORTS WITH
<br />AT 12" O.C.; BLOCKING NOT REQUIRED, UNO. SEE ROOF FRAMING PLAN(S) FOR
<br />OITIONAL INFORMATION.
<br />LLL MINIMUM 23132" T&G STURD-I-FLOOR SHEATHING. GLUE AND NAIL ALL
<br />ORTED EDGES AND BOUNDARIES WITH 10d AT 6" O.C., AND INTERIOR SUPPORTS
<br />10d AT 12" O.C.; BLOCKING NOT REQUIRED, UNO. SEE FLOOR FRAMING PLAN(S) FOR
<br />'ZONAL INFORMATION.
<br />BRICATED WOOD TRUSSES TO BE DESIGNED PER IBC 2303.4.1.1 TO CARRY LOADS
<br />IN THE DESIGN CRITERIA SECTION AND ANY ADDITIONAL POINT LOADS, UNIFORM
<br />OR DRAG STRUT FORCES PROVIDED ON THE ROOF FRAMING PLAN(S).
<br />3S DESIGN DRAWINGS AND DOCUMENT SUBMITTAL SHALL INCLUDE STRESS ANLYSIS
<br />DEPICTION OF EACH TRUSS TYPE, AND SHALL INCLUDE A TRUSS LAYOUT, TRUSS
<br />_YSIS, LAYOUT AND INSTALLATION DOCUMENTS SHALL BEAR THE SEAL AND
<br />IATURE OF AN ENGINEER LICENSED IN THE STATE OF WASHINGTON. APPROVED
<br />3S DOCUMENTS SHALL REMAIN ON THE JOB SITE THROUGHOUT CONSTRUCTION.
<br />ABRICATED TRUSSES SHALL NOT BE NOTCHED, DRILLED, CUT, SPLICED OR
<br />RWISE ALTERED WITHOUT WRITTEN APPROVAL FROM THE TRUSS DESIGN
<br />IEER. ALTERATIONS RESULTING IN THE ADDITION OF LOADS TO ANY MEMBER (E.G.
<br />EQUIPMENT, PIPING, ETC.) SHALL NOT BE PROHIBITED WITHOUT WRITTEN
<br />)VAL FROM THE TRUSS DESIGN ENGINEER.
<br />UNLESS NOTED OTHERWISE, ALL TRUSSES SHALL BE SPACED AT 24" O.C. AND HAVE
<br />SIMPSON H1 CLIPS AT EXTERIOR WALLS. GABLE TRUSSES SHALL HAVE A35 CLIPS @ 24"
<br />O.C., UNO.
<br />THE GENERAL CONTRACTOR SHALL PROVIDE THE FOR WITH A COPY OF THE APPROVED
<br />TRUSS DOCUMENTS FOR REVIEW. IF THE TRUSS DOCUMENTS WERE DEVELOPED
<br />SUBSEQUENT TO THE ISSUANCE OF THIS PLAN SET, THE TRUSS ANALYSES MAY RESULT
<br />REVISIONS TO THE BEAM CALCULATIONS ASSOCIATED WITH THIS PLAN SET.
<br />FASTENERS
<br />THE LATEST SIMPSON STRONG -TIE COMPANY, INC. PRODUCTS WERE USED AS A BASIS
<br />FOR THIS PROJECT. CONNECTORS BY ALTERNATE MANUFACTURERS MAY BE
<br />SUBSTITUTED PROVIDED THEY HAVE CURRENT ICC-ESR/IAPMO-ER APPROVAL FOR
<br />EQUIVALENT OR GREATER LOAD CAPACITIES. ALL FASTENERS AND CONNECTORS SHALL
<br />BE INSTALLED PER THE MANUFACTURER'S INSTRUCTIONS.
<br />NAILS AND STAPLES TO CONFORM TO IBC 2303.6 "NAILS AND STAPLES." ALL NAILING TO
<br />BE PROVIDED PER TABLE 2304.10.2 (PROVIDED BELOW). ALL NAILS SPECIFIED SHALL BE
<br />COMMON, UNO.
<br />COMMON NAILS
<br />SIZE LENGTH DIAMETER
<br />8d T/,' 0.131"
<br />10d 3" 0.148"
<br />l6d 3'/,' 0.162"
<br />16d SINKER 314" 0,148"
<br />LETE SHALL CONSIST OF PORTLAND CEMENT ASTM C-150 TYPE II OR TYPE I AND
<br />BE READY -MIXED PER ASTM C-94, MAXIMUM SLUMP 5". MINIMUM 5'/, SACKS OF
<br />IT PER CUBIC YARD OF CONCRETE. SEGREGATION OF MATERIALS TO BE
<br />MINIMUM SPECIFIED COMPRESSIVE STRENGTH (fGAT 28 DAYS) ACI 318-14
<br />LOCATION/USE
<br />fD (PSI)
<br />SPECIAL INSPECTION &
<br />TESTING REQUIRED
<br />FOOTING PADS & FOUNDATIONS NOT
<br />2500
<br />NOT REQUIRED
<br />EXPOSED TO WEATHER
<br />PORCHES, PATIOS, DRIVEWAYS
<br />3000
<br />NOT REQUIRED
<br />GARAGE SLABS
<br />FOUNDATION STEM WALLS AND
<br />2500
<br />NOT REQUIRED
<br />INTERIOR SLABS ON GRADE
<br />REINFORCEMENT STEEL
<br />REINFORCING STEEL #5 BARS AND LARGER SHALL BE GRADE 60 DEFORMED BARS, AND #3
<br />AND #4 BARS SHALL BE GRADE 40, IN ACCORDANCE WITH ASTM A-615. LAP SPLICES 32
<br />BAR DIAMETERS OR 18" MIN. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 AND
<br />SHALL BE 6X6 — W1.4 X W1.4. LAP ONE FULL MESH AT SPLICES. SEE CONCRETE DETAILS
<br />FOR MORE INFORMATION.
<br />CONCRETE COVER REQUIREMENTS
<br />REINFORCING BAR LOCATION
<br />MIN CONCRETE COVER
<br />UNFORMED SURFACES CAST AGAINST AND
<br />3„
<br />PERMANENTLY EXPOSED TO EARTH
<br />FORMED SURFACES EXPOSED TO EARTH OR WEATHER
<br />2
<br />#6 BARS AND LARGER
<br />FORMED SURFACES EXPOSED TO EARTH OR WEATHER
<br />11/2"
<br />#5 BARS AND SMALLER)
<br />COLUMNS AND BEAMS WITH BARS ENCLOSED IN
<br />11/2"
<br />STIRRUPS, TIES OR SPIRAL REINFORCEMENT
<br />SLABS, JOISTS AND INTERIOR FACES OF WALLS
<br />3/4
<br />(#5 BARS AND SMALLER)
<br />SPECIAL INSPECTIONS AND TESTS OF CONCRETE CONSTRUCTION
<br />IBC 1705.3
<br />FREQUENCY
<br />VERIFICATION AND INSPECTION
<br />REFERENCES
<br />CONTINUOUSI PERIODIC
<br />INSPECT REINFORCEMENT AND VERIFY PLACEMENT
<br />X
<br />ACI 318: CH. 20,
<br />25.2-3, 26,6.1-3
<br />INSPECT ANCHORS CAST IN CONCRETE
<br />X
<br />ACI 318:1782
<br />IBC 1904A-2,
<br />VERIFY REQUIRED DESIGN MIX
<br />X
<br />ACI 318: CH. 19,
<br />26.4.3-4
<br />PRIOR TO CONCRETE PLACEMENT, FABRICATE
<br />SPECIMENS FOR STRENTH TESTS, PERFORM SLUMP AND
<br />X
<br />ASTM C172, C31
<br />AIR CONTENT TESTS AND DETERMINE TEMPERATURE OF
<br />ACI 318'. 265,26.12
<br />CONCRETE
<br />INSPECT CONCRETE PLACEMENT FOR PROPER
<br />X
<br />ACI 318. 26.5
<br />APPLICATION TECHNIQUES
<br />VERIFY MAINTENANCE OF SPECIFIED CURING
<br />X
<br />ACI 318: 26.5.3-5
<br />TEMPERATURE AND TECHNIQUES
<br />INSPECT FORMWORK FOR SHAPE, LOCATION AND
<br />X
<br />pC1318'.2fi.7 t.1.2(b)
<br />DIMENSIONS OF THE CONCRETE BEING POURED
<br />IMINAL WIND SPEED — 85 MPH RISK CATEGORY II
<br />TIMATE WIND SPEED — 110 MPH IMPORTANCE, I = 1.0
<br />NO EXPOSURE, B Kn= 1.00
<br />VALENT LATERAL FORCE PROCEDURE
<br />IRTANCE, IS = 1.0
<br />S, = 1.33
<br />CLASS, D
<br />S, = 0.47
<br />MIC DESIGN CAT. D
<br />S = 1.06
<br />FORCE RES. SYS, A.15.
<br />So = NA
<br />GIN BASE SHEAR = 36221 Ibs
<br />CA, = 0.16
<br />CATEGORY II
<br />R = 6.5
<br />LOADS:
<br />25 (SNOW)
<br />IR 40 PSF
<br />;S 60 PSF
<br />NO SPECIAL INSPECTIONS ARE REQUIRED. VERIFY INSPECTIONS
<br />H AUTHORITY HAVING JURISDICTION.
<br />:H EOR: NA
<br />'#: NA
<br />SOILS REPORT NOT PROVIDED, 2000 PSF SOIL BEARING ASSUMED.
<br />SEISMIC AND WIND ANALYSIS (LATERAL DESIGN)
<br />VERTICAL LOAD ANALYSIS (GRAVITY DESIGN)
<br />FOUNDATION DESIGNIVERIFICATION
<br />LATERAL DRAFTING
<br />LATERAL DETAILING
<br />SPECIAL INSPECTIONS REQUIRED FOR STRUCTURAL
<br />WOOD PER IBC 1705.12.2.
<br />PERIODIC SPECIAL INSPECTION SHALL BE REQUIRED
<br />FOR NAILING, ANCHORING, AND OTHER FASTENING
<br />OF ELEMENTS OF THE SEISMIC FORCE -RESISTING
<br />SYSTEM, INCLUDING WOOD SHEAR WALLS, WOOD �1 DIAPHRAGMS, DRAG STRUTS, BRACES, SHEAR PANELS
<br />AND HOLD-DOWNS.
<br />SPECIAL INSPECTIONS ARE NOT REQUIRED WHEN THE
<br />FASTENER SPACING IS MORE THAN 4INCHES.
<br />MINIMUM FASTENING SCHEDULE (UNO) (PER 2021 IBC TABLE 2304.10.2)
<br />NO.
<br />CONNECTION NAILING, LOCATION (LINO)
<br />1
<br />BLOCKING BETWEEN JOIST/RAFTER OR TRUSSES TO TOP PLATE OR OTHER FRAMINGABOVE
<br />(3). Rd, TOENAIL EACH END
<br />2
<br />BLOCKING BETWEEN JOIST/RAFTER OR TRUSSES NOT AT THE WALL TOP PLATE, TO RAFTER OR TRUSS
<br />(2) 8d, TOENAIL EACH END
<br />3
<br />FLAT BLOCKING TO TRUSS AND WEB FILLER
<br />16d FACE NAIL
<br />4
<br />JOISTS TO TOP PLATE OR GIRDER
<br />(3) Rd, TOENAIL
<br />5
<br />CEILING JOIST NOT ATTACHED TO PARALLEL RAFTER LAPS OVER PARTITIONS (NO THRUST)
<br />(3). 16d
<br />6
<br />COLLAR TIE TO JOIST/RAFTER
<br />(3) 1Ed
<br />7
<br />ROOF TRUSS TO TOP PLATE
<br />(3) 10d, TOENAIL
<br />8
<br />ROOF JOIST/RAFTER TO RIDGE VALLEY OR HIP RAFTERS; OR ROOF RAFTERTO 2" RIDGE BEAM
<br />(2) 16d, END NAIL
<br />9
<br />STUD TO STUD (NOT AT SHEAR WALLS)
<br />16d @ 24" O.C., FACE NAIL
<br />10 1 CONTINUOUS HEADER TO STUD
<br />(4) Ed, TOENAIL
<br />11
<br />TOP PLATE TO TOP PLATE, AT END JOINTS
<br />(8) 16d, EACH SIDE OF END JOINT, FACE NAIL (MINIMUM 24- LAP SPLICE LENGTH EACH SIDE OF END JOINT
<br />12
<br />SILL PLATE TO JOIST, RIM JOIST OR BLOCKING (NOT AT BRACED WALL PANELS)
<br />16d @ 16" O.C., FACE NAIL
<br />13
<br />SILL PLATE TO JOIST, RIM JOIST OR BLOCKING AT BRACED WALL PANELS
<br />(3) 16d @ 16" O.C., FACE NAIL
<br />14
<br />STUD TO SILL PLATE
<br />(4) BE, TOENAIL OR (2) 16d, END NAIL -
<br />is
<br />TOP PLATE TO STUD
<br />(2) 16d, END NAIL
<br />16
<br />TOP PLATES, LAPS AT CORNERS AND INTERSECTIONS
<br />(2) 16d, FACE NAIL
<br />17
<br />1" BRACE TO EACH STUD AND PLATE
<br />(2) BE, FACE NAIL
<br />18
<br />1 " x 6" SHEATHING OR LESS TO EACH BEARING
<br />(2) Ed, FACE NAIL
<br />19
<br />1 " x 8" AND WIDER SHEATHING TO EACH BEARING
<br />(3) 8d, FACE NAIL
<br />20
<br />JOIST TO SILL, TOP PLATE OR GIRDER
<br />(3) 8d, TOENAIL
<br />21
<br />RIM JOIST, OR BLOCKING TO TOP PLATE, SILL OR OTHER FRAMING BELOW
<br />Ed @ 6" O.C., TOENAIL
<br />22
<br />1" x 6" SUBFLOOR OR LESS TO EACH LOST
<br />(2) Ed, FACE NAIL
<br />23
<br />2" SUBFLOOR TO JOIST OR GIRDER
<br />(2) 16d, BLIND AND FACE NAIL
<br />24
<br />2" PLANKS (PLANK & BEAM - FLOOR & ROOF)
<br />(2) 16d, EACH BEARING, FACE NAIL
<br />25
<br />BUILT-UP GIRDERS AND BEAMS, 2" LUMBER LAYERS
<br />20d @ 32" O.C., FACE NAIL AT TOP AND BOTTOM STAGGERED ON OPPOSITE SIDES AND (2) 20d AT ENDS OF EACH SPLICE
<br />26
<br />LEDGER STRIP SUPPORTING JOISTS OR RAFTERS
<br />(3). 16d, EACH JOIST OR RAFTER, FACE NAIL
<br />27
<br />JOIST TO RIM JOIST
<br />(3) 16d, END NAIL
<br />28
<br />BRIDGING OR BLOCKING TO JOIST
<br />(2) 8d, EACH END, TOENAIL
<br />-USE (4) 16d END NAIL STUDS TO TOP AND SILL PLATES AT 2AC STUDS
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<br />REVISION DATE:
<br />DESCRIPTION:
<br />611312024
<br />VERSION 1
<br />APPROVALS
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<br />
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