|
<br />I
<br />
<br />6'
<br />
<br />-~z-[-~ .1-12_ I ~16~1
<br />
<br />1 ' I
<br />
<br />l
<br />
<br />2
<br />
<br />3
<br />
<br />4
<br />
<br />5
<br />
<br />'A
<br />
<br />B
<br />
<br />APPENDIX E
<br />TABLE 1705.1 FASTENING SCHEDULE
<br />Festener
<br />---... "F" .i... - _. ...--~____
<br />
<br />c
<br />
<br />ConnectIon
<br />
<br />Joist to Band JOist, face nail
<br />Joist 10 sill or girder, loe nail
<br />Bridging to joist, toe nail each end
<br />Ledger strip
<br />1x6 subfloor or less to each Jois', face nail
<br />Over 1 x{) subfToor to each joist, face nail
<br />2./nch subfloor 10 joist or girder, blind and face nail
<br />Sote plate to foist or blocking, face nail
<br />Top or sore plate to stud, end nailed
<br />Stud to sote plate, toe nail
<br />Doubled studs, face nail
<br />Doubled top prates, face nail
<br />Top plates. lap and intersections face nail
<br />Continuous header, two pIeces
<br />Cetting joists to plate, too nail
<br />Continuous header to stud, toe nail
<br />Ceiling Joists, raps over partitrons. face nail
<br />Ceiling joists to parallel rafters, face nail
<br />Rafter to plate. loe nail
<br />Hnch brace to each stud and plate, face nail
<br />1 x8 sheathing or less to each bearing, face nail
<br />Over 1)(8 sheathing to each bearing. face nail
<br />Built-up comer studs
<br />Built.up girders and beams. of three members
<br />
<br />8d common
<br />8d common
<br />8d common
<br />8d common
<br />16d common
<br />20d common
<br />
<br />_.lt~~~r Qr~pacl~!L ___
<br />
<br />3
<br />3
<br />2
<br />3 at each joist
<br />2
<br />3
<br />2
<br />16' o,c,
<br />2
<br />4
<br />24' o.C
<br />16' o,c.
<br />2.16d or 3.1Od common
<br />16. o,c, along each edqe
<br />3
<br />3
<br />3-16d or 4.1Od common
<br />3.l6d or 4.10<1 cemmon
<br />3
<br />2
<br />2
<br />3
<br />24' O.C,
<br />32' O.C. al top and b<Jt1om
<br />and staggered 2 er'lds
<br />and al each sptic~.
<br />2 each bearing
<br />2 each end
<br />
<br />D
<br />
<br />16<1 common
<br />8d common
<br />8d common
<br />l6d common
<br />ad common
<br />ad common
<br />16<1 common
<br />16<1 common
<br />16d common
<br />ad common
<br />10d common
<br />10d common
<br />
<br />E
<br />
<br />l6d common
<br />8d common
<br />8d common
<br />
<br />F
<br />
<br />G
<br />
<br />2.inch pranks 16d common
<br />Studs to sole plate. end nail 16d common
<br />Wrx:xj Structural Panel and Particleboard Subnooring 5
<br />15/32., 112" 6d common, annular or
<br />spiral thread
<br />19/32..3/4' ad common or 6d annular
<br />or spiral thread
<br />1'. 1 1/8. 10d common or
<br />ad annular or spiral thread
<br />15/32'. 112" 16 ga galvanized wire staple" 318"
<br />minimum crown
<br />19/32', 518. 1 5/8. length
<br />
<br />Wood Structural Panel and Particleboard Roof & Wall
<br />Sheathing
<br />1/2" or fess 6d Common
<br />
<br />6' o.c, edges and
<br />12" O.C. fntermediato
<br />6" o,c. edges and
<br />12' O,C. intermediate
<br />4' o,c. edges and
<br />8" O.C. Intermediate
<br />
<br />H
<br />
<br />6' o.c. edges and
<br />12" O.C. Intermediate
<br />6. o,c. edges and
<br />12' O.C. intermediate
<br />6' o,c. edges and
<br />6" o,c. intermediJte
<br />4' o,c, edges alid
<br />7" o.c, intermediate
<br />2 112' O.C. edges and
<br />"'. o,c. intermediale
<br />
<br />19/32" or greater ad Common
<br />
<br />J
<br />
<br />5116" . 1/2"
<br />
<br />16 ga galvanized wire staples, 3/a'
<br />min. crown. Length of l' plus
<br />wood strucfural panel or particleboard
<br />thickness
<br />
<br />19/32. . 3/4.
<br />
<br />2" O,C. edges and
<br />5' O,C. Intermediate
<br />3' d.c. al edges
<br />6',cal other bearings
<br />
<br />K
<br />
<br />1/2' fiberboard sheathing' 1 112. galvanized roofing nail
<br />6<1 common wall
<br />,
<br />TABLE 1705.1 FASTENING SCHEDULE (COfltlnUed)
<br />Connection Faste'ner
<br />
<br />Number or SpacIng
<br />
<br />3' o.c. at edges
<br />6' o.C. at other bearings
<br />... o.c. at edges
<br />8' a.C. at other bearings
<br />4' o.c. at 9(j9~s
<br />B. o,e. at other bearings
<br />
<br />L
<br />
<br />25/32' Fiberboard Sheathing'
<br />
<br />112" Gypsum Sheathing
<br />
<br />5/8" Gypsum Sheathing
<br />
<br />Gypsum Wallboard
<br />1/2"
<br />
<br />1 3/4' galvanized rooftng nail
<br />8d common nail
<br />11 ga 1 112" Galvanized
<br />7/16' head
<br />11 g8 1 3/4" GalvanIzed
<br />1/16. Mad
<br />
<br />M
<br />
<br />1 3/8. drywall nail"
<br />
<br />7" o.C. on ceillngs
<br />S' o,c. on walls
<br />7" o.e, on ceilings
<br />a' o.C. 0f'I walls
<br />
<br />5/8.
<br />
<br />1 112' drywall nail"
<br />
<br />N
<br />
<br />Particleboard Siding
<br />5/16'. 112' ,
<br />518"3
<br />3/4.4
<br />
<br />6d 2
<br />ad 2
<br />ad 2
<br />
<br />Hardboard lap Siding, Direct to
<br />Studs3
<br />
<br />o
<br />
<br />ad 6 corrosIon resIstant
<br />with minimum shank
<br />diameter of 0,099 Inch
<br />and minrmum head
<br />diameter of 0.240 Inch
<br />
<br />16 inch O,C. at top
<br />and bot1om edges
<br />
<br />Hardboard Lap Siding. Over
<br />Sheathing
<br />
<br />p
<br />
<br />lOd 6 corrosIon
<br />reslstanl with
<br />minimum shank
<br />diameter of 0.099 Inch
<br />and mInimum head
<br />diameter of 0,240 if'l(;h
<br />
<br />16 Inch o.C. at top
<br />and bottom edges
<br />
<br />Hardboard Panel Siding. Direct
<br />to Studs
<br />
<br />6d 6 corrosion resistant
<br />with minimum shank
<br />diameter of 0.092 Inch
<br />and minimum head
<br />diameter of 0.225 Inch
<br />
<br />6 inch o.c. at edges
<br />and 12 Inch O,C. at
<br />IntermedIate supports
<br />
<br />Q
<br />
<br />R
<br />
<br />Hardboard Panel Siding. Over
<br />Sheathing
<br />
<br />6 inch o.C. at edges
<br />and 12 Inch O,C. at
<br />Intermediate supports
<br />
<br />s
<br />
<br />ad 6 corrosion resistant
<br />with minimum shank
<br />diameter of 0.092 Inch
<br />and minimum head
<br />diameter of 0.225 Inch
<br />
<br />'Fiberboard sheathing may be stapfed using 16 g8 galvanized staples 1 1/8' long for 1/2' sheathing and 1 1/2'
<br />long for 251'J2' sheathing, Stapfes 10 have minimum
<br />crown of 7/16" and ~aced 3' o.c. al edges and 6" o,c. at other bearings,
<br />"Drywall nails shall conform 10 ASTM C 514.
<br />1. Siding applied 10 518' nel wood sheathing. 15/32' wood structural panel or 112' particleboard sheathing.
<br />2, Corrosion resIstant nails spaced 6" on center at edge and 8" on center al intermediate supports, NaHs shall have
<br />a minimum edge dislance
<br />2. of 3/8'.
<br />3. Siding applied to studs spaced 16"on center maximum,
<br />4. Siding applied directly to studs spaced 24' on center maximum,
<br />5. ~se annular or spiral thread nails for combination subfloor/underlaymen1.
<br />6. ail must be of sufficient leng1h to accommodate thickness of sIding and sheathing, if ust1d. and allow minimum
<br />stud penetration of 1 1/2 inches.
<br />
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<br />
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<br />
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<br />
<br />SCALE ve'-u'
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<br />f,
<br />
<br />KOM COMBUSTIBLE s.HEA~I)(G
<br />EA SIDE 1 HR ~AnO WALL
<br />_.4-'-0' "'~9'_
<br />Wit... .t.CIN
<br />,]' ~ 1~'-~
<br />
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<br />6'-0'
<br />
<br />22'-1&'
<br />
<br />HOM CO~BUSTIBLE SHEATHIl((]
<br />U SlOE 1 HR ~Al~O 'NUL
<br />~.4'.t' _....e.
<br />UIM UIl(
<br />, l' 6'
<br />
<br />HOH COIJBU$TIBLE SHEATHIWG
<br />E~ SilJE 1 HR QAtEO 'HALL
<br />-4"9' ~ ..'.t.
<br />4-t.C11t Mil(
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<br />~~ PR IW SES
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<br />I -h'.e' J \1'-", 12'''1'
<br />r( 13'-6' "'.9' 13'-6'
<br />"PUC~ QAeL~ TRUSSU O'ftR "WI( ROOF SHEATHIMG
<br />
<br />, .----=
<br />----- ..~
<br />V\J l 'i-IT ~ ·
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<br />
<br />.'-9'
<br />
<br />KOK..(OVBlJ$TtBLE
<br />SH[ATHIWG U SlOE
<br />FI~EWALL
<br />10'-9'
<br />
<br />ROOF FRAM NG BU LO NG
<br />
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<br />/" 2)(4 /(AILER J
<br />J1'-8'
<br />/ tJ'~6.
<br />L PLACE GABLE T~USSES OVER SH~THING
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