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- i accordance with o a 3 r ) t �� r• i h A C f P e t' ' 7' '
<br />Exterior ��alls of k"`��oacl-frarrle construction steal. be designed and constructed in ac�a lance h the provisions of this chapter cncl Figures R61�2.��C1, and R6{�>L.�(2}, c. In accordance with ,-�t�It� NGS. Components a, exterior etiafls shall be fastened ¢n accordant.- �t,€th Tables �taaL...,��1 �
<br />through R602.3(4). Wall sheathing shall be fastened direcdy to framing members and, where placed on the exterior side of an exterior \,,;all, shall be capable of resgsting the wind pressures listed in Table R301.2(2) adjusted for height and exposure using Table R301.2(3) and shall conform to
<br />the requirements of Table F;602.3(3). Wall sheathing used only for exterior 4'vall covering purposes shall comply pith Section R 03.
<br />Studs shall be continuous from support at the sale late to a support at the to late to resist loads er endiCUlar'to the wall. The support shall be a foundation or floor, ceiling or roof diaphragm or shall Lase designed in accordance with accepted engineering practice.
<br />PP t- pp p� p l� pp gJ p o g
<br />Exce�tlon: Jack studs, trimmer studs and cripple studs at openings in walls that comply with Tables R602. (1) and R602, (2).
<br />TABLE R602.3(l) FASTENING SCHEDULE
<br />AND TYPE
<br />ITEM
<br />DESCRIPTION OF BUILDINGNUMBER
<br />ELEMENTS
<br />OF FASTENER"' �
<br />SPACING AND LOCATION
<br />Roof
<br />4-8d box (21i2" x 0.113") or
<br />3-3d common (21i'2, X OF
<br />0.13'I"�;
<br />'1
<br />Blocking beNveen ceiling joists or rafters to tap da
<br />ToeToe nail
<br />3-1 Cfd box (3" x 01128"): or
<br />3-3" x 0.131" nails
<br />4-8d box (2112" x 0,113"); or
<br />3-8d common (21,12" x f1.131 or ";;
<br />2
<br />Ge11111t top plate
<br />y+
<br />erjoisti, toe nail
<br />.1UlStS'to
<br />3-10d box (3" x 0.128"); or
<br />3-31r x 0.131" nails
<br />4-10d beast (Y x 012&`''); or
<br />3
<br />Ceiling joist not attached to parallel rafter, laps over partitions (see Section R802.5.2 and Table R302.5.2)
<br />3-16d common ' 11'2" x 0.162'"); or
<br />Face nail
<br />4-3" x 0.131" mails
<br />4
<br />Ceiling joist attached to parallel rafter (heel joint) (see Section R802.5.2 and Table R802.6.2)
<br />Table R802.5.2
<br />Face nail
<br />Collar tie to rafter, face nail or .11"4" x 20 ga. ridge strap to
<br />4-1 Cad box (3" x 0.1 28"!; or
<br />5
<br />3-10d comma (3" x 0.148"); or
<br />Face,, nail each ratter
<br />rafter
<br />4-3" x 0.131" nails
<br />3-16d box nails (311;," x 0 13 5" ); or
<br />3-1 Old common nails (3" x 0148"): or
<br />2 toe nails on one side and 1 too nail
<br />6
<br />Rafter or roof Truss to plate
<br />4-10d box (Y x 0.128'); or
<br />on opposite side of each rafter or truss'
<br />4-Y x 0.131" nails
<br />4-16d (31 /2 " � u.135"); or
<br />3-10d common (3t' x 0.148"); or
<br />Toe nail
<br />4-10d box (3" x 0.12T'); or
<br />Roof rafters to ridge, valley or hip rafters or roof rafter
<br />4-Y x 0.131" nails
<br />to minimLlrn 2" ridge beam
<br />3-16d box 31f-," x 0.135"); or
<br />2-16d common (31t," x 0.16Z); or
<br />End Wall
<br />3-10d box (3" x 0.128"); or
<br />'I-, " x 0.131" nails
<br />Wall
<br />5d connaon (311r'• x L1162"}
<br />24" o.c. face nail
<br />a
<br />Stud to stint' (net it braced wall panels)
<br />10d box (3^ x 0, 12 3`): or
<br />." x 0.131" Waite
<br />i P5" U.t face nail
<br />1 P,d box ( l," x 0.135"); or
<br />Stud to se, I ,anti abutting studs at interne- unvg e,all corners
<br />'" x 9 131 nails
<br />12' o.c- face nail
<br />tat breccd wall panels)
<br />16a cann;aon (3?lz" x 0L162"}
<br />16," o c. face nail
<br />1,dconnrn n(1+,. 0 .a2")
<br />1r"oc. .-a n edge a e nail
<br />10
<br />Built-up header (2" 10 2" header t:h 1f7'spacer)
<br />l'7dhox(I2 x.').1;bi
<br />12'@.C. eacha.lg9u:i_-nail
<br />5-8r1 box (21+12 x 0 113 ); nr
<br />11
<br />uon8nuous headerto stud
<br />4-3d common (2 '12' rc 01311 er
<br />Toe nail
<br />4-10d box (3" =, 0.128")
<br />i6d comrion (311," s 0.162")
<br />iG" o.cfare nail
<br />'12
<br />Top plale to ton playa
<br />10d box (3' x 0.128?; or
<br />12' o.c. face nail
<br />3" x 0.13` nails
<br />9-16d common (31 0 162"), ,r
<br />12-16,1 box (3'1p' 0 1 3 5°): or
<br />race nail on each side or and joint
<br />13
<br />Doable 'or, plate solace
<br />(rvsininium 24" lap, sprite lengt each
<br />12-10d box (3' x 0 128 )'• or
<br />side of end joint)
<br />12-3" x 0.131" :nails
<br />15d corninnon (3'l2" x 0.762")
<br />-i6" o c. face nail
<br />3otC0111 plate to joist rim Joist hand joist or
<br />joi
<br />6:f box { c^ x ] 135'), us'
<br />12" o.c. far_a nail
<br />11
<br />blocking (not, era . d .�/all pa7Pl5)
<br />3" x 0.'131" nabs
<br />16d box (,�!_ t3 1 ): or
<br />aaC`3 6" a c_ face riall
<br />15
<br />i plate toja>t, 'anljoist boind,catar
<br />2-1,3d common j3 , OAK"), or
<br />2 each 1 a c. face nail
<br />ne {at hracsd 4va1 panel)
<br />blocking
<br />�
<br />4-3" >: 0. 31" nail;
<br />4 each 16" o.c. face nail
<br />4-8d box (2l1,` x 0 113'1; or
<br />3-16d box (31;2 x 0-135"); or
<br />4-8d common (2 "Y x 0.131'), or
<br />Toe nail
<br />4-10d boc(3" x 0.123'):. or
<br />1G
<br />Too orhoHomplatatostud
<br />4-3"x0.l31"nails
<br />3-16d box (3112' x 0,135,). or
<br />2-16d common 3a x D.4i2"t or
<br />End nail
<br />310iiixr',0s2 );or
<br />3J, x 0.131 nails
<br />3-10d box (3^ x 0,128'): or
<br />17
<br />Top planes, laps a, corners and intersections
<br />2-16d common (31!," x 0.162"); or
<br />Face nail
<br />3-Yx'0.131' nail
<br />3-3d box, (4 1,,' x 0.113"), or
<br />2-8d r_ommoan (2.1 x 0 131"), or
<br />18
<br />1" brace to each surd and p[aTe
<br />Face nail
<br />-10c4 box (3" � 0 128): or
<br />2 staples 131,,••
<br />3-3td box (21i2" x 0 113"); or
<br />19
<br />1" x r3" h tPiiag each sleeting
<br />2 8d ccmi n n (21i < 0.1'31 ), or
<br />ace nail
<br />2-10t1 box ( x 0 Sari !; or
<br />2 staples, 1" crown, 15 ga., 13'n" Tong
<br />3-8d box (21r,' x 0 113'); or
<br />-;d common (216^ z 0.131"), or
<br />3-10d box (3" x 0.128'); or
<br />3 staptes, 1" crom 1S ga.. isi,"long
<br />'4'idei lharl 1" x 8'
<br />20
<br />1" x 8" and eider sheathing to each bearing
<br />mace earl
<br />4-8d box (211, x 0.11:3"), or
<br />-8d ro i inn (2'12" . or
<br />3-10d box (,_3" x 0 1 28"Y u
<br />4 staples "^ cro%vn 13 ga., 131," Fong
<br />f 1 r�i
<br />Floor
<br />4-8u boti (2112" x 0 11 n ), or
<br />3-5d common (21 2" � 0.131"), or
<br />21
<br />Joist tosill, Tap Hate or girder
<br />Toe nal6
<br />$-10d box (;i' x 0.128 '; Or
<br />3-3" x 0,1:31" balls
<br />3d box (2i!2" x 0.Ili 3")
<br />«' O.C. toe nail
<br />22
<br />Rim joist, band joist or blocking is sill or op
<br />Bd oalrinlon (2112" x 0.131" ); or
<br />plate (root appilcatlnns also}
<br />10d box (31' x 0.123"): or
<br />6" o.c. toe nail
<br />3„ K 0.131" nails
<br />3-8d box (2'i2" x [.113'"l: or
<br />2-rid common (2';2" x 0.131"); or
<br />23
<br />" x 6" aetbtlaor or less to each joist,
<br />3- i 0d box (Y x O. i 2c,"); or
<br />Face nal!
<br />2 slaples, 1" crown, 16 ga., 13L," Tong
<br />Floor
<br />3-15d box (3`,'Z" x 0-135"1; or
<br />2
<br />?" subfloor to joist or girder
<br />2-'rod common (., r�' x 0.162"',
<br />Blind and ;"ace n-7ii
<br />25
<br />2" (.flan s (plank & beam floor & roor7
<br />3-1o^d box (31,`2" x 0 13a"); or
<br />At each bearing, face nail
<br />2-lfid common (3'J�" x 0.452"j
<br />3-1 o"d cornimon (3 V2" x n, 162")
<br />26
<br />Band or I th joist to joist
<br />4-10 box (3",, 0.128), or
<br />End nail
<br />4-3" x 0,131" nail;; o;
<br />x 14 ga. staples, 7,,f" crovam
<br />Plait each layer as follows: 32'' n.c.
<br />(4° x
<br />2001 common Q.192°j; or
<br />at t07 and botTom and SiaggE'I'9G.
<br />10d box (3" x 0.123"); or
<br />24" o.c. face nail at top and bottom
<br />Built-up girders and beams, 2-inch lumber
<br />3" x 0.131" hails
<br />staggered on opposite sidEs
<br />27
<br />Atiu':
<br />lavers
<br />20d common 4" x 0, 192" ); or
<br />Face Bali at ends and a-, each spice
<br />3-10d box (Y x 0.128"); or
<br />3-;' s, 0. 13r,"nails
<br />u-1Sclbox (7' „x013Y);or
<br />3-18d common (3 I)Y' v 0.162 ): or
<br />2$
<br />Ledgerstrip SUppOI'f9ng joists or tellers
<br />fir each Joist or rafter. 1'8..:? in`<YI)
<br />4-1ud box (3 x 0.123); or
<br />4 3" x 0.131" nails
<br />2-10d box (Yx 0,128"), or 2-8d common
<br />29
<br />Bridging or blacking to joist
<br />(21 12' x 0.131"; or 2-3" x 0,13111) nails
<br />Each end, the nail
<br />NOTES:
<br />1 . HOLDOWNS SPECIFIED ARE AS MANUFACTURED BY SIMPSON STRONG -TIE CO. INC.; ACCEPTABLE
<br />EQUIVALENT PRODUCT
<br />. D Y i • AVAILABLE FROM
<br />OTHER
<br />MANUFACTURERS
<br />i a'• R ENGINEER
<br />APPROVAL.
<br />2. LOCATE ALL HOLDOWNS AT ENDS OF ALL SHEAR WALLS & FASTEN TO BUNDLED HEM -FIR END STUDS.
<br />3. BUNDLED END STUDS SHOULD BE STITCH -NAILED TOGETHER USING MINIMUM (2) 16d @ 10-OC, UNO.
<br />4. LOCATE "HDU#" & "HDC#" HOLDOWNS AT CONCRETE FOUNDATION LEVEL.
<br />FLOOR -TO -FLOOR CONNEIt
<br />5. ALL O 'iO, ANCHOR :O4FROM O'WALL ENDS.
<br />STRAP.6. USE "SSTB" FOR 2x SILL PLATES & "SSTBL" FOR 3x OR (2)2x SILL PLATES.
<br />7. ADDITIONAL END STUD REQUIRED TO MEET MINIMUM 11�" EDGE DISTANCE FROM CONCRETE CORNER TO
<br />STYLE WITH JOIST WHERE RIM
<br />8. INSTALL ALL HOLDOWN HARDWARE PER MANUFACTURER'S INSTRUCTIONS & RECOMMENDATIONS.
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<br />Document date:
<br />01 /12/22
<br />Document Phase:
<br />FOR PERMIT
<br />REVISION DUE
<br />ZL TO COMMENT#1
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