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• <br /> JANUARY 1,2009 Standard Gable End Detail • ST-GE90-001 _ <br /> MITdc inihatiEs,chistervett,m0 Pigs 1 of 2 <br /> F\ / T <br /> �/ I .) Typical .x4 L- Wiled <br /> To <br /> 2z Verticals Wtt Dd Nails,S or. VertIcaT Stud • <br /> Vergcal Stud ( 16d Common <br /> 1, R 'r ��rtaor; � <br /> �A��. hY <br /> fill Cek industries,Uu. iirdisios <br /> ` 16d cu»en - <br /> • I SECTION B•B b�_ ;Are Neils <br /> RASON&SRAM ►„r.�� Spied 6'ac. <br /> ill <br /> S-Cr O.C.MAX r U <br /> (2)-iOd Carman m,!l/I .-Stud ar <br /> Wfre Nails Irk 2x6 ■1=\ IA Hot al r <br /> • TRUSS GEOMETRY AND CONDMOM5 <br /> SHOWN ARE FOR ILLUSTRATION ONLY. �ypJaa[Hot3xar2ad Staee <br /> JedTa 2x-Vaficds <br /> as <br /> �� �'�Q Varies to Common Truss SECTION.�A w{4}idd C�ruman t <br /> /I/J/1%atimAI%//mcos/l//A//7/!//I : sEe IND(Vicu4L Adfl-EK ENGWEERSIG PRO VICE'breBLOCKING BE[WEE THE FIRST <br /> 1111 DRAWNGS FOR DESIGN CRITERIA TWO TRUSSES AS NOTED.TOENAL BLOCKING <br /> ID TALIsS S WITH(4-1 Od NAILS AT EACH END. <br /> ihittilii„,_ <br /> ATTACH DIAGONALBRACETO BLOCKING WITH <br /> logla (5)-10d GOtAt�OH W WE NAH.S.nomorm i;Ju (4)-Ed NAILS AENiMUM,PLYWOOD <br /> SW8ABUIFI ®®i///��11®!A//l�/1.drA. SHEATHING TO 2x4 •SPF BLOCK - <br /> *-Diagonal,Bracing ** -:L-B acag Refer • <br /> Refer to secdlcri A-A la Sedan B-B <br /> -- 24•Mac Roof Sheathi ■ • <br /> NOTE <br /> 1.400MLJW GRADE DF#2 64.4TEAIAL IN THE TCF AND BOTTOM CHORDS. 'dam:!sVJ,tllrt6''s <br /> - 2:cotaisEcTvc BETWEEN BOTTow CHORD OF 2ASIM ENID TRUSS AND 1,3a i �T <br /> 11 <br /> WALL TOBE PROVIDED BY PROJECT ENGINEER OR ARCHITECT. (2)-1Q 1 ,� <br /> 2.BRACING SHOWN IS PCS WDIVIDLLALTSDSS OW.CONSULT SLOG. M / irk (2)-'10d NAILS <br /> ARCt f1TEGT OR EIG9VFES Toi ream AFLY kmPEfiMAt3ENY <br /> BRAMNG OF ROOF.MEN A. • <br /> 4`L'BT `SP AFIF TO BEfULL LENGTH.GRADES:Sx4 SSE al <br /> OR QREETTERWITTI ONE ROW OF10dNAILS SPACED 6 O.C. <br /> 5-CE� BRACE TDBE'APPROXIMATELY 46DE�TOROOF i-i.1 ��1, /Tres' - . @ 24"O.C. • <br /> Al,4.-D c.c. <br /> S.c =EIOH2�ITAL BRACE COpNECTZIGA mi6 STUD AND A ,•0 / <br /> 24'S itA-AS MOWN WITH lid NAILS SPACED&'C.C.HORIZONTAL 1- _ . <br /> BRACE TO ea LOCATED AT THE M CSPAN OF THE LONGEST STUD. • <br /> ATCACHTO VERTIcAL5'.CC WY d(4)1ad NAILS THROUGH 9x4. = ZSce DIAGONAL BRACE SPACE 48'O.C. <br /> PTOSECTIONAA). Dig..Brace . - /ATTACHED TO VERTICAL W1TM(4)-16d <br /> 7. GABLE STUD DEFLEanoN NETS OR EOCEEDS I.1240. - of 1/3-poi ti 00MMON vt» S AND ATTACHED <br /> -s.7HIS ETAL DOES NOT APPLYTO STRUCTURAL GABLES. (f heeded. IF, TOBLOCIONQYYIrIt(5)-1adCOWMCNs <br /> S. DO NOT'LtsE FLAT BOTTOM CHORD GABLES NEXTTO SCISSOR - . <br /> TYFE TRUSSES. • . <br /> End Wall 1 HORIZONTAL BRACE <br /> - (SEE SECTION A-A) r <br /> • T DIAGONAL.2 DIAGONAL - . <br /> - I�i ntnn Stud Without 1 U4 BRACES AT <br /> SW Ewe Spacing -Brace L-Brace 1.-Brace BRACE 113 POINTS . . - <br /> .. SP r <br /> • <br /> and:Srede Maximum StueI Length - <br /> 4 spF sa�srd 12'0.0.t 5 145 6-i 13 5-B-7 1 D3-13 15 5-12 . <br /> 24arF lad/Stid 16"0.C. 4-8-4 5-3-15 _ 7-6-7 9-4-5 14.0-12. . ` <br /> Zic-4 SPE SisliEllud 2-4"0.C. 4.1-2 4-4,3 6-173 8-2-5 1 12-3-7 <br /> EgagOnal braces over6'-S'reguire a 2x4 T-Braes=ached to <br /> aie ridge. Diagonal brims aver'l2-6'requIre 2x4 iox'aces <br /> d actsedta both edges. Fasten T wall braces in rrasraw edge . <br /> of Wab vat 1.0d common wire nays Sb oz.,wit Sin minimum <br /> end nuance. Bracy must cover SD%of diagonal length. • <br /> MAXIMUM WIND SPEED-90 MPH <br /> MAX WAN FIC0F HEIGHT=so t•tt1 <br /> CATEGORY I SULDn.0 ' <br /> EC(POsuRE B or O .. _ <br /> ASCE 7-3S,ASCE 7-02,ASCE N5 SIUD D ES:MN 15 BASED ON OQMPONS•IT'S AND CLADDING. <br /> DURATION OF LOAD INCREASE:1.60 - CONNEO110N OF BRACING IS BASRD ON?MFRS. • <br />