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TABLE 2304. 10. 1
<br />FASTENING SCHEDULE
<br />R502.5 Allowable girder spans.
<br />The allowable spans of girders fabricated of dimension lumber shall not
<br />exceed the values set forth in Tables R502. 5( 1) and R502. 5(2).
<br />TABLE R502. 5( 1)
<br />GIRDER SPANSo AND HEADER SPANSa FOR EXTERIOR BEARING WALLS
<br />(Maximum spans for Douglas fir -larch, hem -fir, southern pine
<br />and spruce-pine-firb and required number of jack studs)
<br />GIRDERS AND HEADERS
<br />SUPPORTING
<br />SIZE
<br />Building widths (feet)
<br />20
<br />28
<br />36
<br />SPAN
<br />Njd
<br />SPAN
<br />Njd
<br />SPAN
<br />NJ
<br />Roof and ceiling
<br />2-2x4
<br />1 3-6
<br />1
<br />3-2
<br />1
<br />2-10
<br />1
<br />2-2x6
<br />5-5
<br />1
<br />4-8
<br />1
<br />4-2
<br />1
<br />2-2x8
<br />6-10
<br />1
<br />5-11
<br />2
<br />5-4
<br />2
<br />2-2x10
<br />8-5
<br />2
<br />7-3
<br />1 2
<br />6-6
<br />2
<br />2-2x 12
<br />9-9
<br />2
<br />8-5
<br />2
<br />7-6
<br />2
<br />3-2x8
<br />8-4
<br />1
<br />7-5
<br />1
<br />6-8
<br />1
<br />3-2x10
<br />10-6
<br />1
<br />9-1
<br />2
<br />8-2
<br />2
<br />3-2x12
<br />12-2
<br />2
<br />10-7
<br />2
<br />9-5
<br />2
<br />4-2x8
<br />9-2
<br />1
<br />8-4
<br />1
<br />7-8
<br />2
<br />4-2x10
<br />11-8
<br />1
<br />10-6
<br />1
<br />9-5
<br />2
<br />4-2x12
<br />14-1
<br />1
<br />12-2
<br />2
<br />10-11
<br />2
<br />Roof, ceiling and one
<br />center -bearing floor
<br />2-2x4
<br />3-1
<br />1
<br />2-9
<br />1
<br />2-5
<br />1
<br />2-2x6
<br />1 4-6
<br />1
<br />4-0
<br />1 1
<br />3-7
<br />2
<br />2-2x8
<br />5-9
<br />2
<br />5-0
<br />2
<br />4-6
<br />2
<br />2-2x10
<br />7-0
<br />2
<br />6-2
<br />2
<br />5-6
<br />2
<br />2-2x12
<br />8-1
<br />2
<br />7-1
<br />2
<br />6-5
<br />2
<br />3-2x8
<br />7-2
<br />1
<br />6-3
<br />2
<br />5-8
<br />2
<br />3-2x10
<br />8-9
<br />2
<br />7-8
<br />2
<br />6-11
<br />2
<br />3-2x12
<br />10-2
<br />2
<br />8-11
<br />2
<br />8-0
<br />2
<br />4-2x8
<br />8-1
<br />1
<br />7-3
<br />1
<br />6-7
<br />2
<br />4-2x10
<br />10-1
<br />1
<br />8-10
<br />2
<br />8-0
<br />2
<br />4-2x12
<br />11-9
<br />2
<br />10-3
<br />2
<br />9-3
<br />2
<br />Roof, ceiling and one
<br />clear span floor
<br />2-2x4
<br />2-8
<br />1
<br />2-3
<br />1
<br />2-0
<br />1
<br />2-2x6
<br />3-11
<br />2
<br />3-3
<br />2
<br />2-11
<br />2
<br />2-2x8
<br />5-0
<br />2
<br />4-2
<br />3
<br />3-9
<br />2
<br />2-2x10
<br />6-1
<br />2
<br />5-1
<br />3
<br />4-7
<br />3
<br />2-2x12
<br />7-1
<br />3
<br />5-10
<br />3
<br />5-3
<br />3
<br />3-2x8
<br />6-3
<br />2
<br />5-2
<br />2
<br />4-8
<br />2
<br />3-2x10
<br />7-7
<br />2
<br />6-4
<br />2
<br />5-8
<br />2
<br />3-2x12
<br />8-10
<br />2
<br />7-4
<br />3
<br />6-7
<br />2
<br />4-2x8
<br />7-2
<br />1
<br />6-0
<br />2
<br />5-5
<br />2
<br />4-2x10
<br />8-9
<br />2
<br />7-4
<br />2
<br />6-7
<br />2
<br />4-2x12
<br />10-2
<br />2
<br />8-6
<br />2
<br />7-8
<br />2
<br />Roof, ceiling and two
<br />center -bearing floors
<br />2-2x4
<br />2-7
<br />1
<br />2-3
<br />1
<br />2-0
<br />1
<br />2-2x6
<br />3-9
<br />2
<br />3-3
<br />2
<br />2-11
<br />2
<br />2-2x8
<br />4-9
<br />2
<br />4-2
<br />2
<br />3-9
<br />2
<br />2-2x10
<br />5-9
<br />2
<br />5-1
<br />2
<br />4-7
<br />3
<br />2-2x12
<br />6-8
<br />2
<br />5-10
<br />3
<br />5-3
<br />3
<br />3-2x8
<br />5-11
<br />2
<br />5-2
<br />2
<br />4-8
<br />2
<br />3-2x10
<br />7-3
<br />2
<br />6-4
<br />2
<br />5-8
<br />2
<br />3-2x12
<br />8-5
<br />2
<br />7-4
<br />2
<br />6-7
<br />2
<br />4-2x8
<br />6-10
<br />1
<br />6-0
<br />2
<br />5-5
<br />2
<br />4-2x10
<br />8-4
<br />2
<br />7-4 1
<br />2
<br />6-7
<br />2
<br />4-2x12
<br />9-8
<br />2
<br />8-6
<br />2
<br />7-8
<br />2
<br />Roof, ceiling and two
<br />clear span floor
<br />2-2x4 1
<br />2-1
<br />1
<br />1-8
<br />1
<br />1-6
<br />2
<br />2-2x6
<br />3-1
<br />2
<br />2-8
<br />2
<br />2-4
<br />2
<br />2-2x8
<br />3-10
<br />2
<br />3-4
<br />2
<br />3-0
<br />3
<br />2-2x10
<br />4-9
<br />2
<br />4-1
<br />3
<br />3-8
<br />3
<br />2-2x12
<br />5-6
<br />2
<br />4-9
<br />3
<br />4-3
<br />3
<br />3-2x8 1
<br />4-10
<br />2
<br />4-2
<br />2
<br />3-9
<br />2
<br />3-2x10
<br />5-11
<br />2
<br />5-1
<br />2
<br />4-7
<br />2
<br />3-2x12
<br />6-10
<br />2
<br />5-11
<br />3
<br />5-4
<br />2
<br />4-2x8
<br />5-7
<br />2
<br />4-10
<br />2
<br />4-4
<br />2
<br />4-2x10
<br />6-10 1
<br />2 1
<br />5-11 1
<br />2 1
<br />5-3 1
<br />2
<br />4-2x12
<br />7-11 1
<br />2 1
<br />6-10 1
<br />2 1
<br />6-2 1
<br />3
<br />For SI: 1 inch = 25.4 mm, 1 pound per square foot = 0.0479 kN/m2.
<br />a. Spans are given in feet and inches.
<br />b. Tabulated values assume #2 grade lumber.
<br />c. Building width is measured perpendicular to the ridge. For widths between
<br />those shown, spans are permitted to be interpolated.
<br />Cl. NJ - Number of jack studs required to support each end. Where the number of
<br />required jack studs equals one, the header is permitted to be supported
<br />by an approved framing anchor attached to the full -height wall stud and to the
<br />header.
<br />e. Reserved.
<br />z�irmi■��r�
<br />'7 V1C '41 M=IIVr-C./I111.i11`ltz PHIS.
<br />#3 #4 1,..04f= SQL i C�
<br />25" MIN. LAP
<br />--S REINFORCING BAR
<br /># LAP SPL I SE
<br />3io" MIN_ LAP
<br />`IO l�>=IIVr Vl�I..IIv[� PHIS
<br />#6 LAP SQL 1 Cr
<br />A2" MIN I dP
<br />#i L4f= SPLICE.
<br />1011
<br />05 REINFORCING BAR
<br />St0_ 'BOO
<br />COLLAR TIE 1X6 (MIN.) EVFRi'
<br />OTHER RAFTER T-0" OR LONGER
<br />2'-011 O PILASTER
<br />16
<br />MAX.
<br />■
<br />II ^ II �O O� 00 ■O O• � •O O.00 ■O O■
<br />VERTICO4L
<br />SCHE=uL r�14SoNR�-
<br />8' PLATE HEIGHT = 8'-0" O.C.
<br />10' PLATE HEIGHT = ro'-O" O.C.
<br />12' PLATE HEIGHT = 4'-0" O.G.
<br />"A" 14' PLATE HEIGHT = 2'-0" O.C. MAX. / PILASTERS 10 10'-0" O.C.
<br />AT EACH CORNER 4 BOTH 51DES OF DOORS 4 WINDOWS OPENINGS
<br />(OVER 5'-0"). BEFORE 4 AFTER SHEARWALL SEGMENTS, 4
<br />(2) BARS -1 EA. 51DE OF OPENING OVER i2'-O"
<br />10
<br />BAR LAP DIST
<br />F_ T_ T - - -
<br />i0oftwNI�
<br />BLOCKING BELOW RIDGE
<br />25" MIN. LAP
<br />ROOF SHEATHING FASTENING SCHEDULE a js,,c d e
<br />5d Common (0.13I x 2-1/2 Inches) or Ring -Shank (0.135 X 2-1/2 inches)
<br />(Except Uklere Noted) for Exposure 5, Enclosed 6ulldings, Roof Framing Spaced 24 Incise
<br />o.c. or Lose
<br />Roof Fastening Zone
<br />Overhang
<br />Wind
<br />Main
<br />Sheathing -to -Gable
<br />(eaves)
<br />Velocity
<br />Roof
<br />End -Wall Framinge
<br />(3-Second
<br />Panel
<br />1
<br />2
<br />3 2 3
<br />2
<br />3
<br />Gust)
<br />Location
<br />Fastening Schedule (Inches on center)
<br />Supported Panel
<br />6
<br />6
<br />6
<br />6
<br />6
<br />150 mph f'g
<br />and and edges
<br />3h
<br />Panel field
<br />6
<br />4
<br />3
<br />4
<br />3
<br />Supported Panel
<br />120 mph f19
<br />and and edges
<br />ro
<br />6
<br />6
<br />6
<br />6
<br />3
<br />Panel field
<br />12
<br />6
<br />4
<br />6
<br />4
<br />Supported Panel
<br />90 mph
<br />and and edges
<br />ro
<br />6
<br />6
<br />6
<br />6
<br />6
<br />Panel field
<br />12
<br />12
<br />6
<br />6
<br />6
<br />a. Specific gravity (Cs) of lumber and panels shall be 0.42 or greater.
<br />b. For Exposure 5 and a 2-foot overhang.
<br />C. For median roof height 35 feet or less.
<br />d. Gable wall height of 5 feet or less from top floor ceiling to roof peak
<br />e. Provide adequate uplift hardware at truss -to -wall connections. Such
<br />connections are beyond the scope of this publication.
<br />f. When wind speed is 110 mph or greater and when median roof height Is between
<br />25 and 35 feet, use Sd ring shank nails (0.135 x 2-1/2 Inchesaulthln 45 inches of
<br />gable and walls. (IRC Table R6023, footnote f)
<br />g. When wind speed i6 100 mph or greater, block panel edges perpendicular to
<br />gable -and -wall framing members In the first two baya of framing. Blocking shall be
<br />spaced a maximum of 4 feet oc. (Wood Frame Construction Manual, Section 3B.5)
<br />h. 10d ring -shank nails (0.14Sx 3 Inches).
<br />1. Blocking not required.
<br />ROOF FASTENING ZONES FOR WIND UPLIFT
<br />Zones 1,2 and 3 shown below indicate areas of the roof that may have different fastening
<br />requirements.
<br />GABLE END WALL
<br />3 OVERHANG -1
<br />WALL LINE
<br />3 OVERHANG
<br />}}. I I :::: a I t
<br />L I L
<br />I
<br />l I:
<br />I
<br />2 1 1 1 2.
<br />J o Il:
<br />If.I I I I.
<br />. '.'..' ..'..'I L ..1....
<br />3; 3::3 _ 2
<br />X \ WALL LINE A 3 OVERHANG - ` 1 -3 OVERHANG -�
<br />U 3 OVERHANG WALL LINE G" ABLE END WALL
<br />Distance a-4 ft. In most cases (10q of least building width or OA times building height,
<br />whichever is smaller, but not less than either 4% of least building width or 3 ft.)
<br />ROOF 1 l AFHRf4M SAILING SCHEDULE (GABLES)
<br />2Xro VERTICAL SCAB OR KNEEWALL MID -POINT
<br />IN RAFTER W1 RAFTER SPAN LENGTH GREATER
<br />THAN 14 FT OR LONGER.
<br />CONN W1 4-10d NAILS AT TOP 4 HURRICANE
<br />CLIP af BOTTOM.
<br />2Xro (MIN.) NO. 2 YP VALLEY FRAMINGSIMPSON LSTA12
<br />ITYP. SIM(OfR EQUAL)
<br />2X8 NO. 2 5PF r PLYWOOD SHEATHING
<br />RIDGE BOARD
<br />CONY VA
<br />(1) 05 DOWEL
<br />I I I I I IN CORNER
<br />(4) 10d e RIDGE
<br />BOARD END
<br />TRUSSES BELOW SHEATHED PRIOR
<br />TO VALLEY FRAMING INSTALLATION
<br />OR ro'-0" O.G. TOP CHORD
<br />51MP5ON L5TA12 STRAP OR SIMP50N A22 TIE
<br />e EA. RAFTER W1 10-10d NAILS
<br />(T''P.)
<br />2Xro CONT. W/SLEEPER, CLIPPED
<br />OR STRAPPED TO TRUSS BELOW
<br />Y ;:fR,4rV11NCX DrMorAl
<br />25" MIN. LAP
<br />� I
<br />II
<br />I
<br />II (1) 05 DOWEL
<br />IN CORNER
<br />CORNER CONT IN i TY 4 WAL.L R INFORC 1"i NT FOOTING 4 StV(WALL RE INFORCEt*1ENt
<br />DESCRIPTION OF BUILDING ELEMENTS
<br />NUMBER AND TYPE OF FASTENER
<br />SPACING
<br />AND LOCATION
<br />Roof
<br />3-8d common 2x x 0. 131, or
<br />3-10d box ( 3 0. 128. ) ; or
<br />1.
<br />Blocking between calling joists, rafters or trusses to top
<br />3-3" x 0.131"naiIs; or
<br />plate or other framing below
<br />3-3" 14 gage staples, its"crown
<br />Each end, toenail
<br />2-8d common (2j" X 0. 131")
<br />2-3" x 0.131" nails
<br />Each end, toenail
<br />Blocking between rafters or truss not at the wall top plate,
<br />2-3" 14 gage staples
<br />to
<br />rafter or truss
<br />2-16 d common 3 x 0.162")
<br />3-3" x 0.131" nails
<br />End nail
<br />3-3" 14 gage staples
<br />16d common ( 3J" X 0. 162") 0 6" a. c.
<br />3"x 0.131" nails 0 6" o.c.
<br />Face nail
<br />Flat blocking to truss and web filler
<br />3" 14 gage staples 0 6"o.c.
<br />3-8d common �2j" X 0.131")or
<br />3-10d box (3 x 0.128")or
<br />Each joist,
<br />toenail
<br />2.
<br />Ceiling joists to top plate
<br />3-3" 0.131" nails; or
<br />3-3" 14 gage staples crown
<br />3.
<br />Ceiling joist not attached to parallel rafter,
<br />3-I6d common (2j" X 0.131")or
<br />4-I0d box (3" x 0.128")or
<br />laps over partitions (no thrust)
<br />Each hind) toenail
<br />(see Section 2308.2)3.1, Table 2308.7.3.1)
<br />4-3"x 0. 131" nails; or
<br />4-3" 14 gage staples, 1j" crown
<br />4.
<br />Ceiling joist attached to parallel rafter (heel joint) (see
<br />Per $ebt6o830807.2.1
<br />Face nail
<br />6ett&on2208172).1, Table 2308.7.3.1 Per Table 2308.7.3.1
<br />3-10d common 3" X 0. 148 ; or
<br />5.
<br />Collar tie to rafter
<br />4-10d box (3" x 0.128");or
<br />5.
<br />Collar tie to rafter
<br />4-3" 0.131" nails; or
<br />Face nail
<br />4-3" 14 gage staples, ?g" crown
<br />3-10d common( 3 X 0. 148") ; or
<br />6.
<br />Rafter or roof truss to top plate
<br />4-10d box (3" x 0.128");or
<br />Sagostatlon
<br />2001.0uss to top plate
<br />4-3" 0. 131' nails; or
<br />Ifoeea&&cil
<br />See Section 2308.7.5, Table 2308.7.5)
<br />4-3" 14 gage staples, �" crown
<br />2-I6d common 3 1/2" X 0. 162;or
<br />3-1Od box ( 3" x 0. 128" ); or
<br />3-3" 0.131" nails; or
<br />End nail
<br />7.
<br />Roof rafters to ridge valley or hip rafters; or roof
<br />3-3" 14 gage stap Ias, is" crown; or
<br />End nail
<br />7of%oftoof6inshtoidtdgbeeml ley or hip rafters; or roof
<br />3-]OB Oommon 3 ! 4Z"t)• 14i8 ; or
<br />rafter
<br />to 2-Inch ridge beam
<br />8-168 BOX (3 1/2' x00.1855));or
<br />4-100 BOX (3"x•01388J);oior
<br />Toenail
<br />4-3" x xQ 131°i ti®nnsr„• or
<br />4-3" 14 qaqe staples, "WTMWn
<br />I6d common 3 1 2" X 0.162"
<br />24"o.c. face
<br />nail
<br />8.
<br />Stud to stud (not at braced wall panels)
<br />common ;or
<br />8.
<br />Stud to stud (not at braced wall panels)
<br />3"x 0.131" nails; or
<br />16"0. c. face
<br />mall
<br />3-3" 14 gage staples, crown
<br />9.
<br />Stud to stud and abutting studs at intersecting wall
<br />16d common 3 1/2- X 0.162"
<br />I6"o.c. face
<br />nalI
<br />l6d box 1 3 2" X 0.135 ;or
<br />12 o.c. face
<br />nail
<br />8orfibod at intersecting wall
<br />corners
<br />totslDpdceddwamitA6ngls}uds
<br />at braced wall panels)
<br />3"x 0.131 nails; or
<br />3-3" 14 gage staples, ?g" crown
<br />12"a.c. face
<br />nail
<br />10.
<br />Built-up header (2" to 2" header))
<br />16d common 3 1 2' X 0.162
<br />16'o.c. face
<br />nail
<br />16d box 3 1 2 X 0. 135' ; or
<br />12"o. c. face
<br />nail
<br />11.
<br />Continuous header to stud 4-8d common (21/2, x 0. 131. );
<br />4-8d common 2 1 2" X 0. 131-)-,or
<br />Toenail
<br />4-10d box 3 X 0. 128
<br />16d common 3 1 2" X 0. 162" ; or
<br />16 o. c. face
<br />nail
<br />1 common 3 X 0. 128 ; or
<br />12.
<br />Top plots to top plate
<br />3"x 0.131" nails; or
<br />12"o.c. face
<br />nail
<br />3" 14 gage staples, ?g" crown
<br />8-16d common 3 1/2' X 0.162 );or
<br />Each side of
<br />end joint, face
<br />12-I0d box (3" x 0.128");or
<br />nail
<br />13.
<br />Top plate to top plate, at end joints
<br />12-3" 0.131" nails; or
<br />(minimum 24"
<br />lap splice length
<br />12-3" 14 gage staples, ?G' crown
<br />each side of
<br />end joint)
<br />I6d common 3 1/2" X 0. 162 ; or
<br />I6 o. c. face
<br />nail
<br />14.
<br />Bottom plate to joist, rim joist, band joist or blocking
<br />16 box 1 2 X 0.13 ;or
<br />(not at braced wall panels)
<br />3"x 0.131" nails; or
<br />12"o.c. face
<br />nail
<br />3" 14 gage staples, eg" crown
<br />2-16d common 3 1/2" X 0. 162"); or
<br />15.
<br />Bottom plate to joist, rim joist, band joist or blocking
<br />3-I6d box (3 1/2" x 0.135");or
<br />at
<br />braced wall panels
<br />4-3" 0.131' nails; or
<br />Toenail
<br />4-3" 14 gage staples, ?g" crown
<br />4-8d common 2 1/2" X 0. 131"); or
<br />4-1Od box ( 3" x 0. 128" ); or
<br />Toenail
<br />4-3" 0. 131" nails; or
<br />4-3" 14 gage staples, ?g" crown
<br />16.
<br />Stud to top or bottom plate
<br />2-16d common 3 1 2 X 0. 162"); or
<br />3-I0d box (3" x 0.128");or
<br />3-3" 0. 131" no i Is; or
<br />End nail
<br />3-3" 14 gage staples, ?g" crown
<br />2-16d common 3 1/2 X 0. 162 ; or
<br />3-10d box (3" x 0. 128"); or
<br />17.
<br />IRepeocetlottom plate to stud
<br />3-3" 0.131" not Is; or
<br />End nail
<br />3-3" 14 gage staples, ?S" crown
<br />2-I6d common (x 1 2 X ;or
<br />18.
<br />Top plates, laps at corners and intersections
<br />3-lOd box (3" x ;or0.
<br />);or
<br />18.
<br />To plates, laps at corners and intersections
<br />p P P
<br />3-3" 0.131' nails; or
<br />s;0. or
<br />Face Hall
<br />3-3" 14 gage staples, ?g" crown
<br />2-8d common (2 1/2" X 0. 131"); or
<br />19.
<br />1" brace to each stud and plat
<br />2-10d box (3" x 0.128");or
<br />19.
<br />1' brace to each stud and plat
<br />2-3" 0.131" nails; or
<br />Face nail
<br />3-3" 14 gage staples, ?g" crown
<br />20.
<br />1"x6" sheathing to each bearing
<br />2-8d common (2 1/2" X 0.131");or
<br />20.
<br />1"x6"sheathin to each bearing3-10d
<br />box (3" x 0.128');or
<br />Face Hall
<br />21.
<br />1 x8 and wider sheathing to each bearing
<br />3-8d common (2 1/2" X 0.131");or
<br />21.
<br />1"x8" and wider sheathing to each bearing
<br />3-10d box (3" x 0.128");or
<br />Face nail
<br />Floor
<br />3-8d common (2 1/2" X 0. 131); or
<br />22.
<br />Joist to sill, top plate, or girder
<br />3-10d box (3" x 0.128");or
<br />22.
<br />Joist to sill, top plate, or girder
<br />3-3" 0.131" noIIs; or
<br />Toenail
<br />3-3" 14 gage staples, ?g" crown
<br />8d common (2 1/2" X 0. 131"); or
<br />23.
<br />Rim joist, bond joist, or blocking to top plate, sill or
<br />IOd box (3" x 0.128");or
<br />BEheRitirglimia4,bb4od
<br />joist, or blocking to top plate, sill or
<br />3" 0.131" nails; or
<br />6"o.c., toenail
<br />other
<br />framing below
<br />3" 14 gage staples,?g" crown
<br />2-8d common 2 1/2" X 0. 131"); or
<br />24.
<br />1"x 6"subfloor or less to each joist
<br />2-10d box (3" x 0.128");or
<br />Face nail
<br />25.
<br />2" subfloor to foist or girder
<br />2-16d common 3 1/2" X 0.162"
<br />Foce Hall
<br />26.
<br />2 planks lank & beam - floor & roof
<br />2-16d common 3 1 2 X 0.162
<br />Each bearing,
<br />face nail
<br />32" a. c., face nail at top and
<br />20d common (4"x 0.192")
<br />bottom
<br />staggered on
<br />opposite sides)
<br />common t ; or
<br />24' o. c. , face nail at top and
<br />27.
<br />Built-up girders and beams, 2, lumber layers
<br />3"x 0.131" nails; or
<br />bottom
<br />3" 14 gage staples, ?g" crown
<br />staggered on
<br />opposite sides)
<br />2-20d common (4" X 0. 192 ); or
<br />3-IOd box (3" x 0.128");or
<br />Ends and at each splice, face
<br />3-3" 0.131" nails; or
<br />noll
<br />3-3" 14 gage staples, Zg" crown
<br />3-18d common (3 1/2" X 0.162");or
<br />4-1Od box (3" x 0.128");or
<br />Each joist or
<br />rafter, face nail
<br />28.
<br />Ledger strip supporting joists or rafters
<br />4-3" 0.131" nails; or
<br />4-3" 14 gage staples, ?S" crown
<br />3-16d common 3 1/2* X 0. 162 ); or
<br />4-10d box (3" x 0.128");or
<br />End nail
<br />29.
<br />Joist to band joist or rim joist
<br />4-3" 0.131" nails; or
<br />4-3" 14 gage staples, l�" crown
<br />3-I6d common (3 1/2 X 0. 162);or
<br />4-10d box (3" x 0. 128"); or
<br />End nail
<br />30.
<br />Bridging or blocking to joist, rafter or truss
<br />4-3" 0.131" nails; or
<br />4-3" 14 gage staples, ?g" crown
<br />Yllhzoill ssttrur Wrtsil Waredlss (011391. saritff laver "zcff axdt irrttesriirnr 001111
<br />sitWAHIFnp tiro ffrweliTW arrdJ W=rttiWkittmurdi wbdlll s#fesritftlifW tleo framing a
<br />framing
<br />a
<br />Edges
<br />Intermediate
<br />(inches)
<br />supports
<br />(inches)
<br />6d common or deformed (2" x 0.113")
<br />6
<br />12
<br />squbflnor and
<br />�wgalll yp y�
<br />µmo .rr di Qd1113")
<br />a C./fl3
<br />r
<br />6
<br />12
<br />31.
<br />3/8 '- 1/2"
<br />3 "0 " R81 I b 9 f 88F 8R9 --98-f 1
<br />g
<br />H
<br />11" 16 gage staple, ?g" crown
<br />4
<br />8
<br />subfloor and wall
<br />21" x 0.113, not (roof)
<br />4
<br />8
<br />1 3/4"I6 gage stople,?g"crown(roof)
<br />3
<br />6
<br />8Pl IQl Ai l bjt; or
<br />6
<br />12
<br />Ge Wtcil 4Qd( 2wp01n31)l" SUBFLOOR AND
<br />32.
<br />19/32 " - 3/4"
<br />x , 1 33 nail• or
<br />la 14mifigifeare r QUM 131
<br />(OOoi)cRftahR�-301�20/448K9.;1oya") nail
<br />g
<br />33.
<br />78 -1
<br />rof
<br />Other exterior wall
<br />pheothing
<br />4
<br />8
<br />2 x0.113 "no il; or
<br />$ "1 Gja9Q4i� i�1a7P F0o nor �Itl191
<br />34.
<br />7/8 "filbb}board sheathing b
<br />1 c �m pg"or 1"
<br />?2
<br />Other ex ter I or w
<br />n (4" X 0. 192"); or
<br />fiberboard sheathing
<br />11 3"gIlv1Q f7 zgAir%Ofldf9 noll
<br />3
<br />6
<br />i3t;p- hlWdg ti19nWt1&¢1%i9,r8" raven
<br />tiberboard sheath
<br />Wgd structural panels, combination
<br />u&,tdppr un erlayment to framing
<br />Ft9Nt�t96'x ((Z "1�x2"0. QZ�1; dv or
<br />g
<br />12
<br />30,
<br />32 b and sheathin b
<br />f r 11
<br />3
<br />6
<br />W3bmM g41"
<br />sX9
<br />gjwood
<br />12
<br />5a
<br />structural panels, corMinal
<br />_ "
<br />d common x 8 o'
<br />6
<br />12
<br />36.
<br />3 4 and less Panel sidin 9
<br />d rdlirfi"e d 2" x 0. 113"
<br />6
<br />12
<br />37.
<br />7 8 1`- 1"
<br />6 d r s -"xb.� s'di
<br />6
<br />12
<br />1 9 6BFW1919ibrl-+�e9i3691;c15ing (2"X
<br />8
<br />IF
<br />38.
<br />1 , 1* less
<br />mad 2 1 2"x0. 131"
<br />Panei siding
<br />Wo rRg)sion-reslstant siding
<br />Ad g®FFOl31
<br />6
<br />12
<br />(2j"1/dt"I): DOa"1)3"4r
<br />39.
<br />1/2, or less Interior pa
<br />d11W*")
<br />4Q:
<br />j178"
<br />42c3)pVfbnX(d. 42✓P ); Sk 080'); or
<br />1p
<br />fdpimbs do lr ds ks tb Ot72c s i n
<br />12
<br />c114$ A Q.21 k3 0) 099")
<br />; or
<br />6
<br />12
<br />JQU
<br />ne
<br />inter far punaliny
<br />4d common (1 1/2"x 0.080"); or
<br />6
<br />12
<br />41.
<br />4d finish 1 1 2"x 0.072"
<br />6d casing (2"x 0.099"); or
<br />6
<br />12
<br />42
<br />tl"
<br />6d finish Panel supports at 24"
<br />N
<br />O
<br />N
<br />0
<br />Digitally signed by
<br />Thomas L
<br />Thomas L
<br />Hanson:A01410
<br />Hanson:A01410D00000
<br />=
<br />177EF3164E000015AD
<br />(D
<br />D00000177EF31A
<br />B4E000015ADA
<br />Date:2021.12.15
<br />11
<br />08:51:15-05'00'
<br />0
<br />U
<br />Signed and scaled by l.. Hanson YL'`\\\�\\y"n
<br />using a Digital signature and date.Y?\� re {SQ1 �Gi�
<br />Printed copies of this docunienl ti ��0,% a 54
<br />A
<br />arc not considered signed and
<br />scaled and the signature must he
<br />verified on any electronic co
<br />V)
<br />Z
<br />O
<br />Ld
<br />iY
<br />PROJECT NO.
<br />2021-32
<br />Rr=154R C)ET4 i !.
<br />ror an i incn a co. -t mm.
<br />a. Nails spaced at 6 inches at intermediate supports where spans are 48 inches or more. For nailing of wood structural panel and
<br />particleboard diaphragms and shear walls, refer to Section 2305. Nails for wall sheathing are permitted to be common, box or casing.
<br />b. Spacing shall be 6 inches on center on the edges and 12 inches on center at Intermediate supports for nonstructural applications.
<br />Panel supports at 16 inches (20 inches if strength axis in the long direction of the panel, unless otherwise marked).
<br />c. Where a rafter Is fastened to an adjacent parallel cell Ing joist in accordance with this schedule and the ceiling joist is
<br />fastened to the top plate in accordance with this schedule, the number of toenails In the rafter shall be permitted to be reduced by
<br />on nail.
<br />DWG N0.
<br />S 2ri
<br />
|