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GABLE BRACING DETAIL fi��c3�at4 S�or bs�er W� awo�Cp�pp�pp�.pp� <br /> 8ECT10N A SECTION A �: <br /> T NtACE DErAu. 9.•BRACE DETi4� 8ECT10N B Dienonel Braoe Detap Mtntrtplm Lumber 31ze and Giad� . <br /> ewu:� �� z.ua wu,a� Tap Chad See Engfneered Tnms Drawtnp <br /> �s�► Bot CNord 3ee Engineered Tniss Drawlnp . <br /> y� '� L,�� za�ro�xrrnuas „ Webs 2x4 (S99Chertforgrsde) <br /> vwe ap.ra� " <br /> �r or"L•erecMp nwa be 11,e web krplh. �8es�l -ea ri.w <br /> Atlaoh T or'L•bndnp as ahaim In <br /> SecUon A(orM1k.� lras 10d rmYs �� �`'��0a`� p►PP�Y sA naUs in acootdenoe to 1fre I�S. <br /> or eq�ml as lbilawa: � pUl nei�are guNbox na0s or e� <br /> Brad�9(�bY�)�S�eq�ed�the buBs bolbom b <br /> 4•O.C.lbrvireb lerplh<g�� me-o�arqywooe ar resist hO�iZOMaI fOR�s if�Om it19 Wa/. T119 de�91t�011 d e0 <br /> 3�o.c.tbr wsb bn�>e�-e� ���,,,�� co�o,,r... �ae�fa�ss is beyor�uie scope af tne ccmponent 1�k�or <br /> � t�50' end is ttie buildlnD dest�ei's ne�b�ly. <br /> Design meets IBCJIRC code requ(rert�r�. Meodrrwn wtnd <br /> rt�h. Buil�p is er�dOsed.eo�os�ue ca�sBpY C.�- <br /> �ES��� � 2x4 Brxe from Nliddle of Gable Web ���, DeB������ <br /> �a) to Top—Chord elceking of Nearby Trusses 1.00 and wh�d bed duration fador'is 1.80. �i�or ts <br /> (See chart below for grade dc specie of ��d�. ����n����eds <br /> diogonol brace ond top—chord blocking) <br /> 12 When brace exceeds 93' 2x4 scab brace �a1.0 <br /> same grode as brace) oppGed to the wide <br /> � 3 TO 12 �0ce is required. Attach �ith 10d nails, 0 6' <br /> o.c., staggered. Scab brace to be a minimum <br /> of 90x of the brace length. <br /> � <br /> A � <br /> g W <br /> 3 Drop Top <br /> (Optional) <br /> OVER COMINUOUS SUPPORT <br /> I�AXIMUM 2x3 WEB IuIAXIMUM 2x3 WEB MAXII�UM 2x4 WEB MAXIMUM 2x4 WEB 2x3 or 2x4 I�IAXI�IUM WEB <br /> LENGTH WITHOUT LENGTH WITH 2x4 LENGTH WffHOUT LENGTH WITH 2x4 LENGTH WITH <br /> BRACING * 2 SPF DIAG BRACE � BRACING '� 2 SPF DIAG BRACE • 2X4 "i" or 1.' BRACE '� <br /> WEB SPACWG WEB SPACMG WEB SPACING WEB SPAqNG WEB SPACING <br /> Brace/Web Material 16"O.C. 24"O.C. 16' O.C. 24' O.C. 16" O.C. 24" O.C. 16' O.C. 24' O.C. 16" O.C. 24' O.C. <br /> �3 or SUbI SPF 5'-4' 4'-4' 10'-6' 8'-8' 6'-2' 5'-2' 12'-2' 10'-4' 10'-5' 8'-9' <br /> #1/�2 SPF or better 6'-1' S'-0' 12'-2' 10'—�' 6'-4' S'-1U' 12'-8' 11'-8' 11'-4' 9'-11' <br /> • sheathin � verticol section see section B detal <br /> WARN(NG Reed eR notes on u�is sheet and�a�c��m the ereding c�ac�or. <br /> 7M�dulpils�r�AYdiA�ulq/�eon�oert.00t�tirt�YMMn.tIutEM11 09 paMtlO�rbaae�aaMtswAwr <br /> ■ddonh�ma�Yro��11rYYkwwbnaf7Pl�ndAFPAdrq�M�edda Ibnparl�rYrroN0lerb�wrloiW�Glanlma <br /> e b E�vMMO bY b ma�en�t�Ao�rtll a OuMiO dMpprptrbtiEdo�b►71rlitlYA��rYrlw�Mhtb lo� <br /> �d On 9Y�dMql6rMasmwd b b�0 MV�d e!I b beY Ei/�qaob�db p�Mai►�.tYrredhtbleptlisd <br /> �o�+�v� rW�aro�eeyur�oaraeoonlwmrb�eerrewoealieisrrw�yewo�eyr�qla�pmrrwb�yrltlr4uilradwrw Du�ollfeC101:1.18 <br /> aernwero.ao.,rr�rwwr.�aeoraaoaWrm�me.wa�yd�.aa.emmor.aRn�rm.�w,c.eraeee.oro.ae.v Repe�Ivenlsmberben� 1.00 <br /> «Mar�ttlrtMawtlraioY�mtirtd9r�mdbemMA10%rtl/aa�mnrotrpYbmab►flAr�ISIru�M�1 OC. Spaot�2-0-0 <br /> .oe eso.w.la�.ln.000ea�ao..em erflo�oN�p�;taYt�OpOpqp�.�er.euptsaai7lu.r.asM,S <br /> �uwra�:-wmen�..oamor�.r�.erna.aa�nr�are�,+ru�aaio�euu�a�aoaw��ra. ���� TL-�2 TD-16 Ba10 <br /> ��� ru�ca�w000muae�-wsa+)arotswau�rtrm�rermnrnu.Pw.r�mw�mq�mra.�ep0000�o� �N��.NO� <br /> �rs�a4wiaa�.�n.�ereonAown.narap.r�..00r�onp�y��oo.ra.���tt�a�.Mw m.eoo,ww�o�,,x� <br />