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Exterior lavalls of wood -frame construction shall be designed and constructed in accordance with the provisions of this chapter and Figures R602.3(1) and R602.3(2), or in accordance with AWC INDS. Components of exterior walls shall be fastened in accordance with Tables R602.3(1)
<br />through R602.3(4). Wall sheathing shall be fastened directly to framing members and, where placed on the exterior side of an exterior gall, shall be capable of resisting the wind pressures listed in Table R30"1.2(2) adjusted for height and exposi•Ire using Table R301.2(3) and shall conform to
<br />the requirements of Table R602.3(3). Wall sheathing used only for exterior wail covering purposes shall comply with Section R703.
<br />Studs shall be continuous from support at the sole plate to a support at the top plate to resist loads perpendicular to the wall- The support shall be a foundation or floor, ceiling or roof diaphragm or shall be designed in accordance with accepted engineering practice.
<br />Exception: Jack studs, trimmer studs and cripple studs at openings in walls that comply with Tables R602.7(1) and R602.7(2).
<br />TABLE R602.3(1) FASTENING SCHEDULE
<br />ITEM
<br />DESCRIPTION OF BUILDING ELEMENTS
<br />NUMBER AND TYPE
<br />SPACING AND LOCATIONOF
<br />FASTENERS, b, c
<br />Roof
<br />4-8d box, (21/2" x 0.113") or
<br />3-8d common (21/," x 0.131'); or
<br />1
<br />Blocking between ceiling joists or rafters to top plate
<br />Toe nail
<br />3-10d box (3°" x 0.128"); or
<br />3-3",, 0.131' nails
<br />4-8d box (21/," x 0.113" ); or
<br />3-8d common (21/2" x 0.131 "); or
<br />2
<br />Ceiling joists to top plate
<br />Per joist, toe nail3-1
<br />Od pox (3" x 0.128"); or
<br />3-3" x 0.131" nails
<br />4-10d box (3" x 0.128"); or
<br />3
<br />Ceiling joist not attached to parallel rafter, laps over partitions (see Section R802.5.2 and Table R802.5.2)
<br />3-16d common (31/2" x 0.162"); or
<br />Face nail
<br />4-3" x 0.131" nails
<br />4
<br />Ceiling joist attached to parallel rafter (heel joint) (see Section Ra02,52 and Table R802,5.2)
<br />Table R802.6.2
<br />Face nail
<br />Collar tie to rafter, face nail or 1 1 !," x 20 ga. ridge strap to
<br />4-10d cox (3'' x 0,128"); or
<br />5
<br />rafter
<br />3-10d common (Y x 0.148"); or
<br />Face nail each rafter
<br />4-3"x 0.131" nails
<br />3-16c1 box nails (31/,° x 0.135"); or
<br />Rafter or roof truss toplate
<br />3-10d common mils (3" x 0.148"); or
<br />2 toe nails on one side and 1 toe nail
<br />4-10d box (3" x 0.126"); or
<br />on opposite side of each rafter or truss'
<br />4-3" x 0.131' nails
<br />4-16d (31/2" x 0.135"); or
<br />3-10d cornrnon (311 x 0.148"); or
<br />4-1rOd box W x 0.12TT or
<br />Toe nail
<br />Roof rafters to ridge, Malley or hip rafters or roof rafter
<br />4-3'° x 0.131" nails
<br />7
<br />3-16d 16ti box 3 /2" x 0.135"); or
<br />to minimurn 2" ridge ream
<br />2-16d common (31/)" x 0.'162"); or
<br />3-10d box (3" x 0.128"); or
<br />End nail
<br />3-3" x 0.131" nails
<br />AALL
<br />Wall
<br />iaci common (311," x 0_1182")
<br />24" o-c. face nail
<br />,
<br />Said to stud (not at;,raced wail panels)
<br />10d box (3" x 0,12%3'); or
<br />x 0-131' nails
<br />tr3" 2C f3C8 nail
<br />16d box (31/,' x 0.135"), or
<br />g
<br />Stud to str�d and abutting Studs at intersecting ,call romers
<br />3 " x 0.131"nails
<br />12" o.r. face nail
<br />(at brare,i wall panels)
<br />16d common (3% x 0-163")
<br />16" b.r, fac2 nail
<br />10
<br />Built-up header (7" 10 2' header Wltil 1.6' Spacer)
<br />16d r01T-mon (31/?" x 0-162")
<br />16" cf.c- -aril -dge fa-- nail
<br />16d bax (31/," x 0.135')
<br />12' o.c. each 8dge face nail
<br />5-3d box (2'/, x 0A1 3"), or
<br />11
<br />(,ontlnli header to Said
<br />4-8d rQmnlon (216" x 0.131 "). or
<br />T99 flail
<br />4-19d box (8" x 0.12")
<br />1,55d conirnon (31/," x 0.1=52')
<br />16' o.c. face veil
<br />12
<br />To;e plats to top plan. -
<br />10d i7p:t (3' x ).1*-,3')* or
<br />3" x 0.131" nails
<br />12' O.S. fare nail
<br />8-16d common (311, 1).162'), or
<br />12-16d box (311z' x 0.1M' ), or
<br />acenail 01) each Cris, of end joint
<br />13
<br />n
<br />( n1 24lap splice length 23Ch
<br />12-10d box. (3' x 0.120"), or
<br />12-3„ x 0.131'11
<br />side of and joint)
<br />1cid common (316' x 0-1d2')
<br />16" c.c. face nail
<br />Bottom plate to joist, rim joist, band joist or
<br />16d lox (311;" x 0.135•): or
<br />12' o.c. rare nail
<br />14
<br />blocking (not at braced ti+Tall panel,)
<br />3' x 0.131" nail;
<br />Bottom plate to jai=i, rim joist. nand joist or
<br />3-13d box (311,° x 0.135'), or
<br />3 each 16, or. face nail
<br />15
<br />;
<br />t?inrkiny (aLbr,c;d 1v,;1 panq
<br />x '
<br />2-16d common , or 162' 0-
<br />(3 )
<br />2 each 16° o-c_ face nail
<br />4-3. - 11131' nails
<br />; each 16" n.c. race nail
<br />4-8d box (21/," x 0.113"); or
<br />3-16d box (311" x 0.135'), Jr
<br />+-^d r-ommon (� 211,""; 0.i31, or
<br />)
<br />Toe nail
<br />4-10d box(3" x 0.120'). or
<br />1,3
<br />Top or botiOm plate to stud
<br />4-3° z 0.131' nail
<br />3-16d box (31, i x 0.135"); or
<br />,
<br />2-16d col111710n (31i," x 0.162`), or
<br />3-10d box (3' x 0.128"), or
<br />and brill
<br />3-3" x 0 131' nails
<br />3 10d box (3" x 012T ), or
<br />17
<br />Top plies laps of comers and in"tarsections
<br />2-16d r_ornmon (31i, t 0.102'•); or
<br />Fare nail
<br />3-3" x 0.131" nails
<br />3-8d box (21/,' x 0.113"); or
<br />2-3d common (21/a' - D.131°); or
<br />18
<br />1° brace to each .stud and gate
<br />2-10d box (3' x 0-128"); or
<br />Face hail
<br />2 staples 1314"
<br />3-11 box (21/," x 0.113'), or
<br />19
<br />1'" x 6" to Dearing
<br />2-3d common (216' x 0.1 :1 "): or
<br />sileatning each
<br />2-10d box (3" x Q128"); or
<br />Fuca nail
<br />2 staples, 1' crown, 13 ga., 13r,' long
<br />3-1d box (2 16' x 1113"); or
<br />3-Sd common (211," x r).131"); or
<br />3-10d box (3" x 0 123"), or
<br />3 staples, 1" crown, 18 ga., 13/4'Tony
<br />20
<br />1" x ;3" and wider sheathing to each bearing
<br />Face nail
<br />'Nid:r than 1" x 3"
<br />4-3d box (21/_" x 0.113"), or
<br />3-;3d common ( 11"' x 0.1 r'1")-, or
<br />3-10d box (3" x 0-128 ); or
<br />1 staple,, 1" crown, 16 ga., 131 " long
<br />WN
<br />Floor
<br />4-8d box (21/)" x 0.113"); or
<br />21
<br />Joist to sill, top plate or girder
<br />3-8(1 coalman (21h" x 0,131"); or
<br />Tae nail
<br />3-10d box (3" x 0.123"); or
<br />3-3" x 0.131" nails
<br />8.1 box (21/ , x 0.113")
<br />4" o.r. toe nail
<br />2 J
<br />Rini joist, nand joist or blocking to sill or top
<br />8d common (21/_" x 0.1'31"); or
<br />--
<br />plate (roof applications also)
<br />10d box (3" x 0.128"); or
<br />6" o.c. toe nail
<br />3" x 0.131" nails
<br />3-8d box (21h" x 0.113"); or
<br />23
<br />1"- 6" subficcr or l ss to elcii joist
<br />2-8d rornmon (2 If," x 0.131 "); or
<br />Face r1G1iI
<br />3-10d box (3" x 0.128"); or
<br />2 staples, 1" crown, 16 ga., 131," long
<br />Floor
<br />24
<br />2" 30floor to joist or girder
<br />3-16d box (311z" x 0.135 "); or
<br />Blind and iaci nail
<br />2-1sd common (31/," x 0.162")
<br />3.16d box (311," x t).135"}; or
<br />2n
<br />2" planks (plank beam -floor roof)
<br />2-16d common (31h" x 0.162")
<br />At each bearing, f7ac2 nail
<br />3-16d common (3'/," x 0.162")
<br />26
<br />Band or rim joist to joist
<br />4-10 box ('3" x 0.123"), or
<br />and nail
<br />4-3" x 0.131" nails; or
<br />-.-3" x 14 ga. staples, 7/1," crown
<br />20d cornrnon (4" % 0.1.12^); or
<br />Nail each layer as follows: 32" o.c.
<br />at top and bottom and staggered.
<br />10d box (3" x 0.128"); or
<br />24" o.c. race nail at top and bottom
<br />27
<br />Built-up girders and 'beams, 2-inch lumber
<br />3" x 0.131" nalis
<br />staggered on opposite sides
<br />I<3y rs;
<br />And!
<br />2-20d conlrnon (4" x 0.192"); or
<br />3-1 Od box (3" x 0.126"); or
<br />Pace nail at ends and at each splice
<br />34, x 0.131" nails
<br />4-16d "box Wh" x (l 13a" ), or
<br />28
<br />_edger sfr supporting joists or rafters
<br />J� p 7
<br />3-16d cotnmon (3'1," x 0.162'); or
<br />At each joist or rafter, fats Hall
<br />1.10d box (3" x 0.128"); or
<br />4.3" x 0.131" nails
<br />23
<br />Bridging or blocking to join
<br />2-10d box (3" x 0.128"), or 2-8d corlln:On
<br />Each end, toe nail
<br />(21/," x 0.131'; or 2-3" x 0.131) nails
<br />T
<br />e HOLDOWNS SPECIFIED
<br />5TUDS, AT EACH END OF
<br />HEADER5 IN EXTERIOR AALLS
<br />ULTIMATE DESIGN Y41ND SPEED
<br />AND EXPOSURE CoATEOORY
<br /><140 mph,HEADEXP
<br />-
<br />ER
<br />SPAN 0Q
<br />®UR
<br /><115 mph,
<br />OR
<br />s1 0 mph,
<br />EXPOSURE
<br />EXP05URE 6
<br />4
<br />1
<br />1
<br />2
<br />1
<br />2
<br />1
<br />10
<br />5
<br />2
<br />12
<br />5
<br />2
<br />14
<br />5
<br />2
<br />16
<br />4
<br />2
<br />16
<br />4
<br />2
<br />SCALE: 1/4" -z 1'®0n
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<br />\EXISTING 6ARA6E
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<br />HEADER TO REMAIN.
<br />ADD -10
<br />RIGID INSUL
<br />2x6 STUDS @ 16"
<br />0.6. vm/ R®21
<br />INSULATION TYF.
<br />Document date:
<br />®
<br />x
<br />19
<br />15
<br />®I
<br />Document Phase:
<br />5/4" PLYNOOD SUE3FLOORV2x4
<br />R-10 RIGID 12
<br />LEVEL KTH MAIN FLOORINSULATION
<br />2X6 NF 2 ® 16" 0.6 PONY ViALL
<br />TO J01 ST ABOVE
<br />Document Phase:
<br />A- REVISION DUE
<br />TO COMMENT
<br />DATED 5/5/22
<br />u
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