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<br /> ROWS OF-16DS4NKEER 1,WA LS A. 3"O.C.t Y P OW L5 HEADER STPAFF
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<br /> }''•' !f Pn iTR�rF1S SH011MI AND 3"C L.iA7 Aal _ ^_.._.._ We MINK 1�1CVINESS--M-0c .. _....----_..... ...... . .
<br /> FIEI>rt'a (. •t•, 3i—'RJLiCTLFRAL PA•idEL
<br /> F3AWNG(STUDS,1_0, CKI4-,AJ4D SU4)TYP_ i•, I I t�
<br /> 1tY �, St?EAi LING L�
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<br /> V110-tH BASED ON 6; ?EiC-H-TO->tJIDT;PAT;O: Itia� = g y �4 L'
<br /> FOR 12r,,, i.yIN.liJli7 T 1-_20",FOR 96"
<br /> ,Alt! 4Nf t r1=18".��. MIR.2x4 FRAMING i,F. -* "'G' .sue'+to r—S
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<br /> •# FORA PANEL SPQcE*-(IF XIE DED),PAlJE_l EDGES.S:iAi L BE i•:: ; i - •+
<br /> `�{• i BLOC'CED:AND OC"..LlR1MT,-�N 24'OF MID-FIEiGH .ONE POW
<br /> G FPAb;IiIC-FOR. � 00. 1
<br /> G� Fx atoc k NCB
<br /> 3 P�Uh144L
<br /> OF -SiiEr'3 a1IPlG-;v r� If�fG I Gi!'3?VG!S REQUIRED. i. j«•j i. 16D NAIL @ 2s,g
<br /> H BOAM
<br /> IF 2X4 sLdCtCIN'ir tS l)5 THE 2Xa'S hrYJST BE NN �•' :;i ��. ! IN.O.C. ;
<br /> �•; ^I i TCGETI iErc V`IITI i 3-1•6D SINKERS
<br /> �' i.l NYi+__" 2"X3/?C•P� ti\NASHER t- —a• 'a.8D NA]L'rc e!N_ yy -- �7' 1�
<br /> O.C.(Y ALL ANCHOR 80L;. c-:CCOE t' I t - — -
<br /> -i � F4N+=i•AGES
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<br /> 1 I MTPARiOF ` POP-iALFFLAWE __.,_. t ,•�Y
<br /> POERTIAL FRAME pot y�
<br /> • - - S.-l-ii'-.E+�17•1'fP. • %/ 6r A - �O OF
<br /> SECTION'A-A /y N.
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<br /> TOM M012
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<br /> U 4 x f' FASCIA
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<br /> WA B ING P EL S
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<br /> t( A. Plywood/OSB 6d nail 6"o,c.(edges)
<br /> r17 'x 4'x 8' 12"o.c.(field) I r'r irst to; I4�zr• First story ?�°iv- Si p'_ Q U 3g$;�gbA�rn� E i
<br /> 1 _ roof and ri�roo y,�� ,' / CC P�p GWB-12"x B'x B' o er S�r:v S w. li ��_ a IX%.�..�-VA& }tea
<br /> _�IA -ry-
<br /> Con T'o.c.throughout � - -' i; -
<br /> fl �_ :vveFi< {3€+ss� - 3 K3r� �I�1Y111� 5
<br /> C. GWB-1/2"x 4'x 6' Sd cooler/wallboard nails
<br /> (two faces) 7"o.c_throughout {i3L A, A r, A: '' 'yF ���sf DLL/• a p. 1,�a r! e
<br /> D. Structural Panel Siding Corrosion resistant 6d 3 i POT`a( .. a Portal {R-C- i7 i Il - it (>LT $tp(lGrS, bA LtA TE
<br /> �3i18.8_... _ 12 u�.y.3_: �. ! � -- G.. M�ia I�
<br /> 3/8"x 4'x 8' rills at S"o.c.(edges) v�*�L _ Frame 1 Ftarne R602-10-5 Frar e . ��a _. _..._ _�O� ..._.
<br /> 12"o.c.(field)
<br /> S�ton I _ De—sign- Design- 1 Condiltious,
<br /> E. One-story alt braced Nailing 8d at 6"o.c_(edges) jR,.. {i L
<br /> panel 3/8"x 2'8"x 10' 12"o.c.(field).Block all edges. Not 1r �. Not I€I . S;le2L% iTi� t3i 11 u
<br /> or less. "2"anchor bolts placed at '602_ {�.$ dae I .6:,L.1�.$ CGde� code,
<br /> quarter points.
<br /> Mini. idt-a -
<br /> 1800#Holdowns at each end. �• 132 `I �2 ` L 2La
<br /> i
<br /> `1 F. Two-story alt braced Nailing 8d at 6"o.c.(edges) art" I
<br /> panel 3/8"x 2'8"x 10' 12"o.c.(field).Block all edges. iCr3�i:�s3r3, I , I
<br /> ` or less. "3„anchor bolts placed at I : ;:7' � t
<br /> f Yes
<br /> 1 `es Yes es i yes Nor No' P_4.1t.L A50,. . - -
<br /> �Ixil a �� G'AADf Plywood or OSB(two fifth points.
<br /> faces 3000#Holdowns at each end. S td ' '' 1' +r y
<br /> General Notes: [Shi�athe� i ; 2 i 1 I C'aS14TD ;•: u
<br /> a.Based on 96-ire. heicnt. CLOG(C IG- 1CY�L.. oF-
<br /> Braced wall panel sole plates shall be nailed to floor and }I, ,Hold-down referr s to end Stud hold--down and•I)Ot siil late ar!chorcZ e, S^cP. Code Or top plates shall be anchored to framing above. p
<br /> alternate;far details.
<br /> Where joists are perpendicular to braced wall lines, c. 1�{A.hold-dJx�n device is required CLr a specified comer framing detail is.required. g provide blocking under 8:in line with braced wall panels. 9 rt
<br /> Note: d_ ! TimbIv.1�' riILI--be iuN, sheathed `�/, woW�'�Ural P--ne{S t0 use b ,•efj`]T
<br /> Panels E and F may be used only at the lower floor of a
<br /> two-story and on one-story buildings. e -tf�$i to add :here po;e_i frame deem,S fO flhe 18C 2Tis Rc are ifl Cr`t,ilS_i8 rad
<br /> These panels MU be anchored directly to a foundation. t g
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