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R502. 5 Allowable girder spans.
<br />The allowabie 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 SPANS i�OR 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 />Roof and ceiling
<br />_
<br />SIZE
<br />2-2x4
<br />Building
<br />widthc
<br />(feet)
<br />20
<br />28
<br />36
<br />SPAN
<br />3--6-1
<br />i NJcI
<br />SPAN
<br />NJd
<br />SPAN
<br />NJ
<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 />2-2x 8
<br />6--0o 0
<br />1
<br />5-1 1
<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 />2-2x 12
<br />9-9
<br />2--
<br />8--5
<br />2
<br />7-6
<br />2
<br />3-2x8
<br />8-4
<br />-
<br />1
<br />7-5
<br />1
<br />6-8
<br />1._
<br />3--2x 1 O
<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--2x 8
<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 f ioar
<br />Roof, ceiling and one
<br />clear span floor
<br />-_
<br />2-2x4
<br />3-1
<br />1
<br />2-9
<br />1
<br />2-5
<br />1
<br />2-2x 6
<br />_4-6
<br />1
<br />4-0
<br />1
<br />1 3-7
<br />2
<br />2-2x8
<br />5-9
<br />2
<br />__
<br />5-0
<br />6-2
<br />2
<br />4-6
<br />2
<br />2-2x10
<br />7-0
<br />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 />3-2x 10
<br />_ 8 -9
<br />2_
<br />7-8
<br />2
<br />6-11
<br />2
<br />3-2x12
<br />_
<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 />--2x 1 40
<br />10-1
<br />1_
<br />8-10
<br />2
<br />8-0
<br />2
<br />4-2x_12
<br />2-2x4
<br />1 1-9
<br />2-8
<br />_
<br />- 2
<br />1
<br />�10-3
<br />2-3
<br />2
<br />1
<br />9-3
<br />2-0
<br />2
<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 />3-2x 8
<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 />8-1.0
<br />2
<br />7-4
<br />3
<br />6-7
<br />2
<br />4-2x8
<br />7-2
<br />T 1
<br />6-0
<br />2
<br />5-5
<br />2
<br />4-2x10
<br />8-9
<br />2
<br />2
<br />6-7
<br />2
<br />4-2x 12
<br />10-22
<br />-7-4
<br />8_6
<br />2
<br />7-8
<br />2
<br />Roof, cei 1 ing and two
<br />center -bear in floors
<br />g
<br />_
<br />Ruci, ceiling and two
<br />clear span floor
<br />i
<br />2-2x4
<br />2-2x6
<br />2-7
<br />3-9
<br />1
<br />2
<br />2-3
<br />3-3
<br />1
<br />2
<br />2-0
<br />2-11
<br />1
<br />2
<br />2-2x 8
<br />4-9
<br />2
<br />---4-2
<br />.5--1
<br />2
<br />3--9
<br />2
<br />2-2x 10
<br />5-9
<br />2
<br />4-7
<br />3
<br />2-2x 12
<br />6-8
<br />2
<br />'_�-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 />3-2x i0
<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--�-5-0
<br />2
<br />5-5
<br />2
<br />4-2x1 O
<br />8-4
<br />2
<br />7-4
<br />2
<br />6-7
<br />2
<br />4-2x12
<br />2--2x4
<br />9-8
<br />2-1
<br />2
<br />1
<br />8-6
<br />-8
<br />2
<br />1
<br />7-8
<br />1-6
<br />2
<br />2
<br />2--2x6
<br />- 3--1
<br />2,
<br />_1
<br />2
<br />2-4
<br />2
<br />2-2x8
<br />3-'10
<br />-
<br />2
<br />__2---8
<br />3-4
<br />_
<br />2
<br />3-0
<br />3
<br />2-2x10
<br />4-9
<br />2
<br />4-1
<br />4-9
<br />3
<br />3
<br />3-8
<br />4-3
<br />3
<br />3
<br />2-2x12
<br />5-6
<br />2
<br />3-2x8
<br />4-10
<br />_
<br />2
<br />4-2
<br />2
<br />3-9
<br />2
<br />3-2x10
<br />3-2xl2
<br />4-2x8
<br />4-2x10
<br />4-2x12
<br />5-11
<br />6-10
<br />5-7
<br />6-10
<br />7-11
<br />2
<br />2
<br />2
<br />2
<br />-2-
<br />5-1
<br />5-11
<br />4-10
<br />5-11
<br />6-10
<br />2
<br />3
<br />2
<br />2
<br />2
<br />4-7
<br />5-4
<br />4-4
<br />5-3
<br />6-2
<br />2
<br />2
<br />2
<br />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. labulated values assume #2 grade -lumber.
<br />c. Building width is measured per pendicuIor- to the ridge. For widths between
<br />those shown, spans or-e perrniI-Led to be Interpolated.
<br />d. NJ Number of ock studs required to support each end. Where the number of
<br />required jack studs equc;- one, the header is permitted to be supported
<br />by an opproved framing :,llchor attached to the full -height wall stud and to the
<br />header.
<br />e. Reserved.
<br />24'' MIN, LAP
<br />4 L=f
<br />f
<br />7r�" MIN i .6.F%
<br />3ro" MIN, LAP
<br />rL? 1:�IIvIrVI' C�II�IC.� � 1K
<br />d2" MIN I dp
<br />-- ".A P ePL( CM
<br />i�DII
<br />METAL LATH ATTACHED TO WOOD
<br />STUCCO FINISH OVER WOOD FRAMING
<br />FRAMING PER ASTM C 1063
<br />PER ASTM C 926 & C 1063
<br />STUCCO CONTROL JOINTS SPACED
<br />WOOD FRAMING - SEE DRAWINGS
<br />PER ASTM C 926 & C 1063
<br />TWO LAYERS OF VAPOR
<br />Is" PLYWOOD OVER WOOD FRAMING 8d
<br />BARRIER BEHIND STUCCO
<br />COMMONS @ 6" O.C. MIN. MAINTAIN 8"
<br />-
<br />�.•_
<br />GAP AT ALL ENDS OF PLYWOOD.
<br />-
<br />_ STUCCO WEEP SCREED - TYP.
<br />-
<br />- CONCRETE MASONRY CONSTRUCTION
<br />-
<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. 8" ,
<br />3-COAT APPLICATION.
<br />2. STUCCO ON MASONRY
<br />SHALL BE MIN. 2" ,
<br />2-COAT APPLICATION OR
<br />8". 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 />1-2" LENGTH, 1-" HEAD
<br />NAILS (4D 1-1/2"x4
<br />HEAD)NAILS TO FRAMING
<br />MEMBERS AT NOT MORE
<br />THAN 7 i n 0. C. WOOD
<br />r
<br />tf*
<br />v ■ ■ • ■ ■ .r mm ■ ■ mm
<br />COLLAR TIE Wo (MINJ EVERY
<br />OTHER RAFTER T-0" OR LONGER
<br />BLOCKING BELOW RIDGE
<br />ROOF 5HEATHINr, rASTENINrs SCHEDULE a b,c,d,e
<br />8d Common (0.131 x 2-1/2 Inches) or Ring -Shank (0.135 X 2-1/2 inches)
<br />(Except Llhere Noted) for Exposure B, Enclosed Bulldings, Roof Framing Spaced 24 Inches
<br />o.c. or Less
<br />Roof Fastening Zone
<br />Overhang
<br />Wind
<br />Mafn
<br />Sheathing -to -(sable
<br />(eaves)
<br />velocity
<br />Roof
<br />End -Wall Framir2e
<br />(3-5econd
<br />Panel
<br />1
<br />2
<br />3 2 3
<br />2
<br />3
<br />Crust)
<br />Location
<br />Fastening Schedule (in(_-hes on center)
<br />Supported Panel
<br />ro
<br />6
<br />ro
<br />6
<br />6
<br />150 mph F,e
<br />end and edges
<br />3h
<br />Panel field
<br />6
<br />4
<br />3
<br />4
<br />3
<br />Supported Panel
<br />120 mph f-g
<br />end and edges
<br />6
<br />6
<br />6
<br />6
<br />(o
<br />3
<br />Panel field
<br />12
<br />(o
<br />4
<br />6
<br />4
<br />Supported Panel
<br />50 mph
<br />end and edges
<br />ro
<br />ro
<br />ro
<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 B and a 2-foot overhang.
<br />C. For median roof height 35 feet or less.
<br />d- (sable wall height of S 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 ad ring shank nails (0.135 x 2-1/2 inchesAijithin 48 inches of
<br />gable end walls. (IRC Table Rro02.3, footnote f)
<br />g. When wind speed is 100 mph or greater, block panel edges perpendicular to
<br />gable -end -wall framing members in the first two bays of framing. Blocking shall be
<br />spaced a maximum of 4 feet o.c. (Wood Frame Construction Manual, Section 3.5.5)
<br />h. 10d ring -shank nails (0.148x 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 />---
<br />2
<br />WALL LINE
<br />3 C.2'�F'i�IANC�
<br />Y: S. 2
<br />I
<br />1� I
<br />I
<br />f
<br />I
<br />l
<br />I -
<br />f
<br />1.1 2
<br />1 i.'.2'
<br />2.' I I
<br />f!
<br />12
<br />N
<br />�j
<br />I
<br />I II
<br />I} I
<br />I
<br />i
<br />I iI
<br />----------------
<br />X ` WALL LINE A 3 OvERHANG - ` 1 �3 OVERHANG -"
<br />3 OVERHANCs WALL LINE GABLE END WALL
<br />Distance a=4 ft, in most cases (10i of least building width or 0.4 times building height,
<br />whichever is smaller, but not less than either 451 of least building width or 3 ft.)
<br />ROOF P14F=�4iRX'l N,41L1\C$ eCHDULrz (Cx,45Lr=e)
<br />2X(o VERTICAL 5C,45 OR KNEEWALL MID -POINT
<br />IN RAFTER W/ RAFTER SPAN LENGTH GREATER
<br />THAN 14 FT OR LONGER,
<br />CONN W/ 4-106 NAILS AT TOP 4 HURRICANE
<br />CLIP '�D 15OTTO1 1.
<br />2X( (MINJ NO. 2 '1'P SIMPSON LSTA12
<br />VALLEY' FRAMING (T�-F. (OR EON LS
<br />2XO NO. 2 SPF r fi Li'WOOD 5HEATHINC;
<br />RiDGE BOARD
<br />(4) 106 '9D RIDGE
<br />BOARD END
<br />TRUSSES BELOW SHEATHED PRIOR
<br />TO VALLE T' FRAi"11NG INSTALLATION
<br />OR (o'-O'' O.G. TOP CHORD
<br />511„1PS0N LSTA12 STRAP OR SIM1P50N 422 TIE
<br />EA, RAFTER W/ 10-106 NAILS
<br />(T' 'P.)
<br />2X(o CONT. W/5LEEPER, CLIP ED
<br />OR STRAPPED TO TRUSS BELOW
<br />'' 1 C 01,1 \,,o \,.4,A, I I Lm.',0 M = �41"'O i k l,*w. rw� Em-'i 4 f L
<br />R 5AR LAP DIST,4NG
<br />I
<br />25'' MIN, L,4P 25" MIN, LAP
<br />Fr
<br />z
<br />'I v,rnn��'r�vr,l Q I G.M.U- I.UALL I i
<br />7
<br />R m i
<br />'``7 'REINFORCING; 5AR-. (1) *5 DOWEL I I (I) 05 DOWEL
<br />I I IN GORNI=R IN CORM=R
<br />I ( I I
<br />i ��r - SOOT ii�lC� A CsTt=1-fuJALL
<br />5' PLATE HEIGHT = 5'-0" O.C.
<br />10' PLATE HEIGHT = (�,'-Q" O.G.
<br />12' PLATE HEIG3HT = 4'-0" O.C.
<br />"A" 14' PLATE HEIGHT = 2'-0" O.C. MAX. / PILASTERS'a 10'-0" O.C.
<br />,4T EACH CORNER $ 50TH SiDES OF DOORS $ WINDOUJS OPENINGS
<br />COVER 5'-0'). BEFORE & AFTER SHEAR ,4LL SEGMENTS, 4
<br />(2) BARS � EA. SIDE OF OPENING OVER 12'-Oil
<br />TABLE 2304. 10. 1
<br />FASTENING SCHEDULE
<br />DESCRIPiION 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-IOd 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
<br />or other framing below
<br />3-3" 14 gage staples," 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" o.c.
<br />Face nail
<br />Flat blocking to truss and we filler
<br />3" 14 gage staples @ 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 Lop plate
<br />3-3" 0.131" nails; or
<br />3-3" 14 gage staples, " crown
<br />_
<br />3-16d common (2�" 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 Nadi toenail
<br />laps 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, ?g" crown
<br />4.
<br />Ceiling joist attached to parallel rafter (heel joint) (see
<br />Per Sebteo@3280.2.1
<br />Face nail
<br />6edtmon2208172�.1, Table 2308.7.3.1) Per Table 2308.7.3.1
<br />3-I0d 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, J" 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 />SeRaSketion @a6t.21 uss to top plate
<br />4-3" 0.131" nails; or
<br />Hoeoamdlil
<br />See Section 2308. 7. 5, Table 2308. 7. 5)
<br />4-3" 14 gage staples, lT" 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 />End nail
<br />7.
<br />Roof rafters to ridge valley or hip rafters; or roof
<br />3-3" 14 gage staples, " crawn;or
<br />End nail
<br />FaffReoftoaPtenBhtDidadgbeumlley
<br />or hip rafters; or roof
<br />3-100 6ommon
<br />rafter
<br />to 2-inch ridge beam
<br />3-169 BOX (3 1/2" xOOAB35�);ort
<br />4-10 BOX (3" x x012R'8%; oror
<br />Toeno i I
<br />4-3"xx9. 131"' MailEm;; or
<br />4-3" 14 goge staples, "corrown
<br />16d 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 />10d 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" a. c. face
<br />nail
<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 />16"a,c. face
<br />noil_
<br />16d box 3 1/2" X 0. 135" ; or
<br />12" a. c. face
<br />nail
<br />8orfikod at intersecting wall
<br />corners
<br />�otslbridcaddwa&11tit6ngls).uds
<br />at braced wall pone Ia
<br />3"x 0.131 nails; or
<br />3-3" 14 gage staples, ?g" 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 />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. 131or
<br />" ;
<br />Toenail
<br />4-10d box (3" X 0.128")
<br />16d common (3 1 2" X 0.162");or
<br />16"a.c. face
<br />nail
<br />IOd common 3 X 0. 128 ; 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, All crown
<br />8-16d 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, ?g" crown
<br />each side of
<br />end joint)
<br />I6d common (3 1/2" X 0. 162")_or
<br />16"o. c. face
<br />nail
<br />14.
<br />Bottom plate to joist, rim joist, band joist or blocking
<br />16d box 3 1 2 X 0. 135T;o�
<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, fi;" crown
<br />2-16d common (3 1/2" X O. 1627'); or
<br />15.
<br />Bottom plate to joist, rim joist, bond joist or blocking
<br />3-16d 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, " crown
<br />4-8d common (2 1/2" X 0.131");or
<br />4-10d box (3" x 0.128");or
<br />Toenail
<br />4-3" 0. 131" nails; or
<br />4-3" 14 gage staples," 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," crown
<br />2-16d common (3 1/2" X 0.162");or
<br />3-1od box (3" x 0.128");or
<br />17.
<br />fRepeoaetlottom plate to silud
<br />3-3" O. 131" nails; or
<br />End nail
<br />3-3" 14 gage staples, ?S" crown
<br />- _
<br />2--16d common (3 1/2" X 0.]6?_")or
<br />;
<br />18.
<br />Top plates, laps at corners and intersections
<br />3-10d box (3" x 0.128");or
<br />18.
<br />Top plates, laps at corners and intersections
<br />3-3" 0. 131" na i 1 s; or
<br />Face nail
<br />3-3" 14 gage staples, �" crown
<br />2-8d common (2 1/2" X 0. 131"); or
<br />19.
<br />1" braceto 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, 1�" crown
<br />20.
<br />1"x6" sheathing to each bearing
<br />2-8d common (2 1/2" X 0.131");or
<br />Face nail
<br />20.
<br />1"x6" sheathing to each bearing
<br />3-IOd box (3" x 0.128");or
<br />21.
<br />i 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 />nail
<br />_
<br />Floor
<br />-Face
<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" nails; or
<br />Toeno11
<br />3-3" 14 gage staples, ?g" crown
<br />8d common (2 1/2" X 0. 131"); or
<br />23.
<br />Rim joist, band joist, or blocking to top plate, sill or
<br />10d box (3" x 0. 128"); or
<br />@8heRifirgmiedj,bb&od
<br />joist, or blocking to top plate, sill or
<br />3" 0.131" nails; or
<br />6"a.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 />2-1Od box (3" x 0.128");or
<br />Face nail
<br />25.
<br />2" subfloor to joist or girder
<br />2-16d common 3 1/2" X 0.162
<br />Face nail
<br />26.
<br />2" lanks 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
<br />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" a.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, �" crown
<br />staggered on
<br />opposite sides)
<br />2-20d common (4" X 0. 192") ; or
<br />3-10d box (3" x 0.128");or
<br />Ends and at each
<br />splice, face
<br />3-3" 0. 131" nails; or
<br />nail
<br />3-3" 14 gage staples, ?6" crown
<br />3-16d common (3 1/2" X 0. 162"); or
<br />4-I0d 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, ?6" 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, �" 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 />Y1bzCt31 ssttrnitcilu a31 picuTFAIss (( j)„ suWRloariar„ rramclf coirdi iifttFffrJcrr vnUlll
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<br />framing
<br />a
<br />Edges
<br />intermediate
<br />(inches)
<br />supports
<br />(inches)
<br />61 common or deformed (2" x 0.113")
<br />6
<br />12
<br />sub Floor and we 10
<br />onoPpr� g °bfdi'e(z �2 b./f 0.r113"
<br />6
<br />12
<br />i��� a
<br />31.
<br />3/8 "- 1/2"
<br />1i;;xH:113., R8H EHH88F 8R� w8i
<br />9
<br />l�
<br />1i" 16 gage staple, ?g" crown
<br />4
<br />8
<br />subfloor and wall
<br />2�" x 0.113, nail (roof)
<br />4
<br />8
<br />1 3/4"16 gage staple, J"cr-own(roof)
<br />3
<br />6
<br />SO CG AtWAJNn (! 2/2'i /2x (c IC911),3 I'b�; or
<br />8M RlT-fO6HFAUd( '2Apolt3i'°" SUBFLOOR AND
<br />6
<br />12
<br />32.
<br />19/32 "- 3/4"
<br />nail' or
<br />19
<br />�SL k�mfk 41re p�;ematr��raaMT113'Ll-
<br />_
<br />QOgof-)ilrim AR�3O1>(30/§a8kq.;lka') nail
<br />33.
<br />7/8 - 11"
<br />r8d°Vdl`lormed (2 "x 0. 131"
<br />Other exterior wall
<br />sheathing
<br />2R"x0.113"nai1; or
<br />4
<br />8
<br />iTleQJPl�of n�r�Y31
<br />3a.
<br />7/8 *fibk}'board sheathing b
<br />dlomle
<br />�mgaq s pp elwi[�' or 1"
<br />Elea
<br />�2
<br />ormec7 2 x 0. 131
<br />Other exterior wan
<br />(4" X 0. 192"); or
<br />.
<br />i er oar s eaThing
<br />$L�7�3��°9�.�3113'z�Srl6Rfid19 nail
<br />3
<br />6
<br />6?6,, hgRdjff�,,omp lli6),r?g" crown
<br />3
<br />6
<br />fiberboard sheath n
<br />-I'
<br />�'09d structural panels, combination
<br />u�jr#dMgr un erlayment to framing
<br />-
<br />d-eamman--'-4=3 „
<br />0.1P2�`�xH or
<br />36,
<br />2 32afdbu srd sheathingb-£29dnl4dx((23'4/'
<br />Za<N-
<br />()
<br />�2
<br />$Br-�'bRrtrWng�c�e 19��a{x16�,1 1"�FoWn
<br />6
<br />12
<br />'
<br />-
<br />-6d-fie-'-forme x
<br />-WUb7d-s-tructuroI pone 1s, com in ion
<br />n a Troming
<br />r3
<br />�,
<br />,_
<br />d common x 1 8' a
<br />6
<br />12
<br />36.
<br />3 4 and less Panel sidin 9 t
<br />c6dfrd�fidf9ned 2"xO. 113"
<br />6
<br />12
<br />37,
<br />7 8 "- 1"
<br />d s- " s n s'din
<br />6 e r "x�. 1 83
<br />6
<br />12
<br />d 8@PW19§'i(�-tie9id:c@ ing (2"X
<br />9
<br />1�
<br />30.
<br />1k2-z 11less
<br />dgjbme 2 1/2" x 0. 131-12BL
<br />Panel si ing
<br />o 4ia1'rrr�sion -resistant siding
<br />_or
<br />6@FF@@}@R=F@@15E@Ri @&81fiq
<br />6
<br />12
<br />WEl"1)3"e)r
<br />_
<br />r+ SIR
<br />39.
<br />1/2, or less Interior pa
<br />(f)1:04")
<br />-
<br />t-a,^t -sTd-i-n gg
<br />$Q,
<br />' �'8 „
<br />4(d2 c,'VylgibnX (cl. 42'i0",k; bk 080") ; or
<br />48ldfdnirsbsidn-1re'a'kst r9t72c)sinq42.
<br />602_
<br />c14Q-2ti3'b).099"); or
<br />6
<br />12
<br />'1n1S One Sa Or B --I n teF7S r e a
<br />4d common (1 1/2"x 0.080"); or
<br />6
<br />12
<br />41.
<br />4d finish 1 i 2"x 0.072"
<br />6d casing (2"x 0.099"); or
<br />6
<br />12
<br />42
<br />6d finish Panel su arts at 24"
<br />c
<br />Q
<br />0
<br />L
<br />c�
<br />C0
<br />N
<br />0
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<br />Digitally signed by
<br />Thomas L
<br />Thomas L
<br />=
<br />Hanson:AO1410
<br />Hanson:A01410D00000
<br />D00000177EF31
<br />A77EF31B4E000015AD
<br />Qf
<br />B4E000015ADA
<br />Date:2022.04.12
<br />O
<br />J T 1 lI
<br />14:37:29-04100'
<br />rlir l' f
<br />U
<br />]
<br />�i 'w an ee \ . . allti 11 f,..
<br />V� I �Y � �+ I IN I I � �C� I\ Y 11 rM® .o=��i =I I For S1: 1 inch = 25.4 mm ,.
<br />win1 U g i ltal Si n aloe nxl
<br />a. Nails spaced at 6 inches at intermediate supports where spans are 48 inches or more. For nailing of wood structural panel and Irintod oplesuFthi. luann of ..�%
<br />particleboard diaphragms and shear walls, refer to Section 2305. Nails for wall sheathing are permitted to be common, box or casing. •lren<t�nnvderedvl,ncdanl �' 'O"� ._.
<br />b. Spacing shall be 6 inches on center on the edges and 12 inches on center at intermediate supports for nonstructural applications. r,lledand [lie 'In atw-cmusthr
<br />Panel supports at 16 inches 20 inches if strength axis in the ion direction of the panel, unless otherwise marked).11:rilledonan}rlcctnulicrrl
<br />c. Wherepo rafter is fastened to on adjacent parallel ceiling joisg in accordance with this schedule and the ceiling joist is - ,_, to a
<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 tpR=" ,z
<br />one nail.
<br />- Ii
<br />
|