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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 SPANSa AND HEADER SPANSO 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 widthc (feet)
<br />20
<br />28
<br />36
<br />SPAN
<br />N jd
<br />SPAN
<br />N jd
<br />SPAN
<br />NJ
<br />Roof and ceiling
<br />2-2x4
<br />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 />2
<br />6-6
<br />2
<br />2-2x12
<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 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 />4-6
<br />1
<br />4-0
<br />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 />1 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 />1 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
<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
<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 />2-2x 12
<br />5-6
<br />2
<br />4-9
<br />3
<br />4-3
<br />3
<br />3-2x8
<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
<br />2
<br />5-11
<br />2
<br />5-3
<br />2
<br />4-2x12
<br />7-11
<br />2
<br />6-10
<br />1 2
<br />6-2
<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 />d. 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 />24" MIN_ LAP
<br />#3 4 #4 L. 4�= SPL I CrE
<br />25" MIN. LAP
<br />-`*5 REINFORCING BAR
<br />#rP LAP SPL i Crz
<br />3611 MIN_ LAP
<br />x% rv_ 1 I vrV r�� 11 Yt� t..JYtI�
<br />#6 LFI SPL i C
<br />42" MIN_ LAP
<br />#i L4i= SPL i CS
<br />1011
<br />*5 REINFORCING BAR
<br />14.C.1. STD. SO ° BENt:)
<br />METAL LATH ATTACHED TO WOOD
<br />FRAMING PER ASTM C 1063
<br />WOOD FRAMING - SEE DRAWINGS
<br />TWO LAYERS OF VAPOR
<br />BARRIER BEHIND STUCCO
<br />STUCCO FINISH OVER WOOD FRAMING
<br />PER ASTM C 926 & C 1063
<br />STUCCO CONTROL JOINTS SPACED
<br />PER ASTM C 926 & C 1063
<br />1s" PLYWOOD OVER WOOD FRAMING 8d
<br />COMMONS @ 6" O.C. MIN. MAINTAIN E'
<br />GAP AT ALL ENDS OF PLYWOOD.
<br />STUCCO WEEP SCREED - TYP.
<br />CONCRETE MASONRY CONSTRUCTION
<br />SEE PLANS
<br />STUCCO FINISH OVER CONCRETE
<br />MASONRY PER ASTM C 926 & C 1063
<br />TYPICAL STUCCO DETAIL
<br />GENERAL NOTES:
<br />1. STUCCO ON WOOD FRAME
<br />SHALL BE MIN." ,
<br />3-COAT APPLICATION.
<br />2. STUCCO ON MASONRY
<br />SHALL BE MIN. J" ,
<br />2-COAT APPLICATION OR
<br />a". 3 COAT APPLICATION
<br />3. WRB SHOULD EXTEND
<br />DOWN, OVER THE UPPER
<br />FLANGE OF WEEP SCREED
<br />OR ACCESSORY IN A
<br />SHINGLE -LAP FASHION.
<br />4. METAL LATH TO BE
<br />ATTACHED WITH 11GA
<br />1-J" LENGTH, ?g" HEAD
<br />NAILS (4D 1-1/2"xi
<br />HEAD)NAILS TO FRAMING
<br />MEMBERS AT NOT MORE
<br />THAN 7i n 0. C. WOOD
<br />21_0110 PILASTER
<br />MAX.
<br />•
<br />IIII d00�00000SwI11001010010100■
<br />YrERT i C.41,. RS iNFORCSi IsNmrfp
<br />SCHEDULE 1�f,4SOi�1�'Y
<br />S' PLATE HEIGHT = V-011 O.G.
<br />10' PLATE HEIC-sHT = &'-0" O.C.
<br />12' PLATE HEICxHT = 4'-011 O.C.
<br />"A" 14' PLATE HEIC-sHT = 2'-0" O.G. MAX. / PILASTERS 's 10'-0" O,G.
<br />AT EACH CORNER E BOTH SIDES OF DOORS 4 WINDOWS OPENINGS
<br />(OVER 5'-0"). BEFORE 4 AFTER SWEARWALL SEGMENTS, 4
<br />(2) BARS 51 EA. SIDE OF OPENING OVER 12'-0"
<br />I-
<br />IN
<br />I
<br />COLLAR TIE 1X6 (MIN.) EVERf-
<br />OTHER RAFTER T-0" OR LONGER
<br />BLOCKING BELOW RIDGE
<br />R LAP DISTANCE 0 1IN
<br />®I�
<br />C.M.U. WALL
<br />CORNER CONT iN i TY 4 WALL RE iNFORCMMMNT
<br />25" MIN. LAP
<br />TABLE R803.2.3.1
<br />ROOF SHEATHING ATTACHMENT a'b
<br />Rafter/Truss
<br />24 IN. 0. C.
<br />Spacing
<br />WIND SPEED
<br />115 mph
<br />1 120 mph
<br />130 mph
<br />140 mph
<br />150 mph
<br />160 mph
<br />170 mph
<br />180 mph
<br />E F
<br />I E I F
<br />E I F
<br />E F
<br />E F
<br />E F
<br />E F
<br />E F
<br />Exposure
<br />B
<br />Rafter
<br />Truss
<br />SG=0.42
<br />1 6
<br />6
<br />1 6
<br />1 6
<br />6
<br />1 6
<br />1 6
<br />6
<br />6
<br />6
<br />4
<br />4
<br />4
<br />4
<br />4
<br />4
<br />Rafter
<br />Truss
<br />SG=0.49
<br />1 6
<br />1 121
<br />6
<br />112
<br />1 6
<br />1 6
<br />1 6
<br />1 6
<br />1 6
<br />1 6
<br />1 6
<br />1 6
<br />1 6
<br />1 6
<br />1 6
<br />1 6
<br />Exposure
<br />C
<br />Rafter
<br />Truss
<br />SG=0.42
<br />1 6
<br />1 6
<br />1 6
<br />1 6
<br />1 6
<br />1 6
<br />1 4
<br />1 4
<br />1 4
<br />4
<br />1 4
<br />1 4
<br />3
<br />3
<br />3
<br />3
<br />Rafter
<br />Truss
<br />SG=0.49
<br />1 6
<br />1 6
<br />1 6
<br />1 6
<br />1 6
<br />1 6
<br />1 6
<br />6
<br />1 6
<br />6
<br />1 6
<br />1 6
<br />4
<br />1 4
<br />1 4
<br />4
<br />Exposure
<br />D
<br />Rafter
<br />Truss
<br />SG=0.42
<br />6
<br />6
<br />1 6
<br />1 6
<br />1 6
<br />1 fi
<br />1 4
<br />4
<br />1 4
<br />4
<br />4
<br />4
<br />1 3
<br />3
<br />3
<br />3
<br />Rafter
<br />Truss
<br />SG=0.49
<br />1 6
<br />1 6
<br />1 6
<br />1 6
<br />1 6
<br />1 6
<br />1 6
<br />6
<br />1 4
<br />4
<br />4
<br />4
<br />1 4
<br />4
<br />4
<br />4
<br />E = Nail spacing along panel edges (inches)
<br />F = Nail spacing along intermediate supports in the panel field (inches)
<br />a. For sheathing located a minimum of 4 feet from the perimeter edge of the roof, including 4 feet on each
<br />side of ridges and hips, nail spacing is permitted to be 6 inches on center along panel edges and 6
<br />inches on center along intermediate supports in the panel field.
<br />b. Where rafter/truss spacing is less than 24 inches on center, roof sheathing fastening is permitted to
<br />be in accordance with the AWC WFCM or the AWC NDS.
<br />R803.2.3.1 Sheathing fastenings. Wood structural panel sheathing shall be fastened to
<br />roof framing in accordance with Table R803.2.3.1. Where the sheathing thickness is
<br />15/32 inches and less, sheathing shall be fastened with ASTM F1667 RSRS-01 (23/8"
<br />0.113") nails. Where the sheathing thickness is greater than 15/32 inches, sheathing
<br />shall be fastened with ASTM F1667 RSRS-03 (2-1/2" 0.131") nails or ASTM F1667 RSRS-04
<br />(3" 0.120") nails. RSRS-01,RSRS-03 and RSRS-04 are ring shank nails meeting
<br />the specifications in ASTM F1667.
<br />ROOF FASTENINCa ZONES FOR WIND UPLIFT
<br />Zones 1,2 and 3 shown below indicate areas of the roof that mag have different fastening
<br />requirements.
<br />Distance am4 ft. in most cases (109. of least building width or 0.4 times building height,
<br />whichever i6 smaller, but not less than either 49. of least building width or 3 ft.)
<br />ROOF P l AF HRAM NAILING SCHEDULE (GAIPLMS)
<br />2X6 VERTICAL SCAB OR KNEEWALL MID -POINT
<br />IN RAFTER 11/ RAFTER SPAN LENGTH GREATER
<br />THAN 14 FT OR LONGER.
<br />CONN 111/ 4-106 NAILS AT TOP 4 HURRICANE
<br />CLIP 1W BOTTOM.
<br />2X6 (MIN.) NO. 2 1'P
<br />VALLEY FRAMING (TYP
<br />2X8 NO. 2 5PF
<br />RIDGE BOARD
<br />CONv vA
<br />(1) *5 DOWEL
<br />IN CORNER
<br />SiMPSON LSTA12
<br />(OR EQUAL)
<br />PLYWOOD SHEATHING
<br />(4) 10d -S RIDGE
<br />BOARD END
<br />TRUSSES BELOW SHEATHED PRIOR
<br />TO VALLE`i' FRAMiNG INSTALLATION
<br />OR ro'-O" O.G. TOP CHORD
<br />SIMPSON LSTA12 STRAP OR SIMPSON A22 TIE
<br />'S EA_ RAFTER 11/ 10-106 NAILS
<br />C TYP.)
<br />2X6 CONT_ W/SLEEPER, CLIPPED
<br />OR STRAPPED TO TRUSS BELOW
<br />Y FiZ,41"II
<br />25" MIN. LAP
<br />I •
<br />I
<br />II (1) *5 DOWEL
<br />IIN COMER
<br />FOOTING 4 STOMWAL.L. RE INFORCOMENT
<br />DESCRIPTION OF BUILDING ELEMENTS
<br />NUMBER AND TYPE OF FASTENER
<br />SPACING
<br />AND LOCATION
<br />Roof
<br />3-8d common 2 x 0. 131; ; or
<br />3-10d box ( 3 x 0. 128; ) ; or
<br />1.
<br />Blocking between ceiling joists, rafters or trusses to top
<br />3-3" x 0.131"nails; or
<br />Each end, toenail
<br />plate or other framing below
<br />3-3" 14 gage staples, fig' crown
<br />2-8d common � 2}" 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") @ 6" o. c.
<br />3'x 0.131" nails @ 6" a. c.
<br />Face nail
<br />Flat blocking to truss and web filler
<br />3' 14 gage staples @ 6'o.c.
<br />3-8d common S 2}" X 0. 131") or
<br />3-I0d 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 sta les, ' crown
<br />3-16d common (21" X 0.131")or
<br />3.
<br />Ceiling joist not attached to parallel rafter,
<br />4-10d box (3" x 0.128")or
<br />Each end, toenail
<br />laps
<br />over partitions (no thrust)
<br />4-3"x 0.131" nails; or
<br />(see Section 2308.7.3.1, Table 2308.7.3.1)
<br />4-3" 14 gage staples, &" crown
<br />4.
<br />Ceiling joist attached to parallel rafter (heel joint) (see
<br />Per Table 2308.7.3.1
<br />Face nail
<br />Section 2308.7.3.1, Table 2308.7.3.1) Per Table 2308.7.3.1
<br />3-I0d common (3" X 0.148');or
<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,A" crown
<br />3-I0d common (3" X 0.148");or
<br />4-10d box (3' x 0. 128"); or
<br />6.
<br />Rafter or roof truss to top plate
<br />4-3" 0.131' nails; or
<br />Face nail
<br />(See Section 2308.7.5, Table 2308. 7. 5)
<br />4-3" 14 gage staples, J" crown
<br />2-16d common (3 1/2' X 0.162");or
<br />3-10d box ( 3" x 0. 128") ; or
<br />3-3" 0.131" nails; or
<br />3-3" 14 gage staples, J" crown; or
<br />End nail
<br />7.
<br />Roof rafters to ridge valley or hip rafters; or roof
<br />3-10d common (3 1/2" X 0.148");or
<br />rafter to 2-inch ridge beam
<br />3-I6d box (3 1/2" x 0.135");or
<br />4-I0d box (3"x 0128"); or
<br />Toenail
<br />4-3'x 0.131' nails; or
<br />4-3" 14 gage staples, " crown
<br />16d common 3 1 2' X 0. 162"
<br />24'0. c. face
<br />nail
<br />IOd common 3 X 0. 128 ; or
<br />8.
<br />Stud to stud (not at braced wall panels)
<br />3"x 0.131" nails; or
<br />16'o.c. face
<br />nail
<br />3-3" 14 gage staples, je" crown
<br />I6d common 3 1 2" X 0.162"
<br />I6'a.c. face
<br />nail
<br />9.
<br />Stud to stud and abutting studs at intersecting wall
<br />I6d box 3 1 2" X 0.135" ;or
<br />12"o.c. face
<br />nail
<br />3'x 0.131 nails; or
<br />corners (at braced wall panels)
<br />3-3" 14 gage staples, A" crown
<br />12'o.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 />I6d 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 />I6"o. c. face
<br />nail
<br />lad common X 0. 2 ; or
<br />12.
<br />Top plate to top plate
<br />3'x 0. 131" nails; or
<br />12"o. c. face
<br />nail
<br />3" 14 gage staples, fig" crown
<br />8-I6d common (3 1/2" X 0.162");or
<br />Each side of
<br />end joint, face
<br />12-10d 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,J" crown
<br />each side of
<br />end joint)
<br />I6d common 3 1 2" X 0. 162' ; or
<br />16"0. c. face
<br />nail
<br />14.
<br />Bottom plate to joist, rim joist, band joist or blocking
<br />6d box X 0.135 ;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, J* 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" no! Is; or
<br />Toenail
<br />4-3' 14 gage staples,jV crown
<br />4-8d common 2 1/2" X 0. 131"); or
<br />4-IOd box (3" x 0.128");or
<br />Toenail
<br />4-3" 0. 131" nails; or
<br />4-3" 14 gage staples, fig" crown
<br />16.
<br />Stud to top or bottom plate
<br />2-16d common (3 1/2' X 0. 162"); or
<br />3-10d box (3' x 0. 128") ; or
<br />3-3" 0.131' nails; or
<br />End nail
<br />3-3" 14 gage staples, J" crown
<br />2-16d common (3 1/2" X 0. 162 ; or
<br />3-10d box (3' x 0. 128") ; or
<br />17.
<br />Top or bottom plate to stud
<br />3-3" 0.131" nails; or
<br />End nail
<br />3-3" 14 gage staples, fig" crown
<br />2-I6d common (3 1/2' X 0. 162"); or
<br />3-I0d box (3" x 0.128");or
<br />18.
<br />Top plates, laps at corners and intersections
<br />3-3" 0.131" nails; or
<br />Face nail
<br />3-3" 14 gage staples, fig" crown
<br />2-8d common (2 1/2" X 0.131');or
<br />2-10d box (3' x 0. 128"); or
<br />19.
<br />1" brace to each stud and plot
<br />2-3" 0.131" nails; or
<br />Face nail
<br />3-3" 14 gage staples,J" crown
<br />2-8d common (2 1/2" X 0. 131"); or
<br />20.
<br />1"x6'sheathing to each bearing
<br />3-1Od box (3' x 0.128");or
<br />Face nail
<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 />3-I0d box (3' x 0. 128"); or3-3"
<br />22.
<br />Joist to sill, top plate, or girder
<br />0.131" nails; or
<br />Toenail
<br />3-3" 14 gage staples, J" crown
<br />8d common (2 1/2" X 0. 131'); or
<br />IOd box (3" x 0. 128"); or
<br />23.
<br />Rim joist, band joist, or blocking to top plate, sill or
<br />3" 0.131' nails; or
<br />6'o.c., toenail
<br />other framing below
<br />3" 14 gage staples,jV crown
<br />2-8d common (2 1/2" X 0. 131"); or
<br />24.
<br />1"x 6"subfloor or less to each •oust
<br />2-I0d box (3' x 0.128");or
<br />Face nail
<br />25,
<br />2" subfloor to •oist or girder
<br />2-I6d common 3 1 2" X 0.362"
<br />Face nail
<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' o.c., face nail at top and
<br />20d common (4'x 0.192')
<br />bottom
<br />staggered on
<br />opposite sides)
<br />10d common 3 X 0. 128 ; or
<br />24" o. c. , face no I 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, J' crown
<br />staggered on
<br />opposite sides)
<br />2-20d common (4" X 0. 192"); or
<br />3-1Od box (3" x 0.128");or
<br />Ends and at
<br />each splice, face
<br />3-3' 0.131" nails; or
<br />nail
<br />3-3' 14 gage staples,&" crown
<br />3-16d common (3 1/2' X 0. 162"); or
<br />4-10d 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, J' crown
<br />3-16d common (3 1/2' X 0. 162"); or
<br />4-I0d 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,J' 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 />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 />Wood structural panels (WSP), subfloor, roof and interior wall
<br />sheathing to framing and particleboard
<br />wall sheathing to
<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 />subfloor and wall
<br />8d box or deformed (2 1/2"x 0.113")
<br />6
<br />12
<br />roof
<br />21"xO.113' nail (subfloor and wall)
<br />6
<br />12
<br />'-
<br />31.
<br />3/8 1/2"
<br />1r 16 gage staple, A' crown
<br />4
<br />8
<br />subfloor and wall
<br />21" x 0.113, nail (roof)
<br />4
<br />8
<br />1 3/4"16 gage staple, ?s"crown( roof)
<br />3
<br />6
<br />8d common (2 1/2"x 0.131"); or
<br />6
<br />12
<br />6d deformed 2"xO. 113"
<br />32.
<br />19/32 " - 3/4"
<br />21rxO.113; nail; or
<br />6
<br />12
<br />2" 16 gage staple, 7 16_ crown
<br />IOd common (3" x 0. 148" ); or
<br />6
<br />12
<br />33.
<br />7 8 ' - 1 '
<br />8d deformed 0. 131")
<br />Other exterior wall
<br />sheathing
<br />1}" galvanized roofing nail
<br />(J" head diameter);or
<br />34.
<br />1/2 "fiberboard sheathing b
<br />1j7; 16 gage staple with ?g"or 1"
<br />crown
<br />3
<br />6
<br />2-20d common (4" X 0. 192') ; or
<br />35.
<br />25/32, fiberboard sheathing b
<br />3-I0d box (3' x 0.128");or
<br />3-3" 0.131" nails; or
<br />3
<br />6
<br />3-3" 14 gage staples,&" crown
<br />Wood structural panels, combination subfloor underlayment to framing
<br />8d common (2 1/2"x 0.131"); or
<br />6
<br />12
<br />36_
<br />3 4 "and less
<br />6d deformed 2'xO. 113'
<br />'-
<br />8d common (2 1/2'x 0.131"); or
<br />6
<br />12
<br />37.
<br />7/8 1'
<br />6d deformed 2'xO.113'
<br />38.
<br />11"- 11"
<br />10d common (3"x 0.148")• or
<br />6
<br />12
<br />8d deformed 2 1 2"xO.131"
<br />Panel siding to framing
<br />6d corrosion -resistant siding
<br />(11' X 0. 106'); or
<br />39.
<br />1/2, less
<br />6d corrosion -resistant casing (2"X
<br />6
<br />12
<br />or
<br />o. ass" )
<br />8d corrosion -resistant siding
<br />40.
<br />5/8 "
<br />(2 3/8" X 0. 128") ; or
<br />8d corrosion -resistant casing
<br />6
<br />12
<br />(2 1 /2" X 0. 113" )
<br />Interior paneling
<br />4d common (1 1/2"x 0.080'); or
<br />6
<br />12
<br />41_
<br />"
<br />4d finish 1 1 2"x 0.072"
<br />42
<br />�•
<br />6d casing (2"x 0.099"); or
<br />6
<br />12
<br />6d finish Panel supports at 24"
<br />For SI: 1 inch = 25.4 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 ceiling 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 />one nail.
<br />U
<br />N
<br />O
<br />N
<br />0
<br />Thomas L
<br />Digitally signed by
<br />Hanson:A01410
<br />Thomas L
<br />Hanson:AO1410D000OO
<br />D00000177EF31
<br />177EF31 B4E000015ADA
<br />Of
<br />B4E000015ADA
<br />Date:2023.10.24
<br />11:16:31 -04'00'
<br />o
<br />C)
<br />Signed and sealed by T.L. Hanson PE \�����..1......
<br />using a Digital Signature and date. ` �pysi N
<br />Printed copies of this document
<br />are not considered signed
<br />sealed and the signature must be = t +u -
<br />verified on any electronic co
<br />FLOR��p'a�G��I
<br />W
<br />Q
<br />0
<br />PROJECT NO.
<br />2023-E�E�
<br />DWG N0.
<br />S20
<br />
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