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9415 18TH AVE W 2016-01-01 MF Import
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9415 18TH AVE W 2016-01-01 MF Import
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Last modified
4/19/2017 5:41:41 PM
Creation date
4/4/2017 3:27:50 PM
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Address Document
Street Name
18TH AVE W
Street Number
9415
Imported From Microfiche
Yes
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STANDARD GABLE END DETAIL I MII/SAC - 20 i 4/27/20D4 IPAGE 1 OF z <br />��_ It <br />� � <br />� <br />4x4 = � <br />3" <br />CONT. <br />� <br />�cDIAGONAL OR L -BRACING <br />FEFER TO 7A9LE 9ELOY! <br />SEE PAGE 7J2 FOR <br />—O.LTERNA7E 9RACING DETAIL <br />— 1X4 OR 2%3 (TVP) <br />VARIES <br />TO COM. � 2 <br />� TRUSS <br />�VERTICAL STUD <br />�NPICAL 2x4 L-BRACE NAILED I <br />TO 2x4 VERTICALS WlBd NAII ^; I <br />SPACED AT 8' O.C. <br />LOADINf�psQ SPACING 2-0•0 <br />TCLL 50.0 Plates Increase 1.15 <br />TCDL 1�1.0 Lumber Increase 1.15 <br />BGLL 0.0 Rep Slress Inr.r YES <br />BCDL 10.0 Code IBC/IRC <br />LUMBER <br />TOP CHORD 2 X 4 DFUSPF/HF - No.2 <br />BOT CHORD 2 k 4 DFUSPF/HF - �TUD/STD <br />OTHERS 2 X 4 DFLJSPF/HF - STUD/STD <br />1 <br />24 INCH O.C. <br />N,ITek ludustdrs, Inc <br />Western Dlvision <br />SHEATHING <br />(BY OTHERS)— —� <br />� <br />34' MA1C <br />3 V2" \�-1 1/2" �—� <br />� <„ 2X4LATERAIfiRAC NG <br />� NOTCH AT A' REOUIRED PER <br />TABLE BELOW <br />za• o.c. �Mira.> <br />TOP CHORD <br />NOTCH DETAIL <br />erdo��� �L <br />WALL IGID CEILING <br />MATERIAL <br />DETAIL A <br />LATERAL BRACING NAILING SCHEDULE <br />VERT. H[IGHT # OF NAILS AT END <br />i ip -rn ��_n�� _ <br />MAXIMUM VERTICAL STUD HEIGHT <br />BRACE I W ITH LATERAL BRACE I W ITH L- BRAC <br />NOTES �EXPIRES 08�01•10 <br />1) VERT. STUDS HAVE BEEN CHECKED FOR BS MPH WIN� 3-SECON� GUST, EXP. B. HEIGHT 30 FT <br />2) CONNECTION BENJEEN BOTTOM CHORD OF GABLE EN� TRUSS AN� WALL TO BE PROVIDED BY PROJECT ENGW EER OR ARCMiTECT. (� q (�(� <br />4) BRFLING SloiO'NN IS FOR I ONIDUFLOTRU1SSONLYo. CO SIJL�T 9 DG' FRCHITECT OR ENGINEER FOR TEh1PORARY AN� FEFAMNENT SCf � O LOUJ <br />BRACING OF ROOF SYSTEM. <br />5) �eTAIL A(SHOWt� ABOVE) APPLIES TO STRUCTllRAL GA9LE ENDS AND 70 GA9LE ENDS WfTH A MAX VERT. STUD HEIGHT OF e'�8•. <br />TOP CHORD NOTCHING NOTES <br />1)7H't GABLE tAUST BE FULLY SHEATIIE� WlRIGID IM7ERIAL ON ONE FACc BEFORE NOTCHING IF S711D5 ARE TO BE SPACED AT 24' O.C. <br />ATTACM SCAB (EQ4JNL OR GREFTER TO THE TRUSS LCJ TD ONE FACE OF THE TOP CHORD W ITH 70D NAILS SPACED AT 6' O.C. IF STUDS <br />ARE SPACEO AT 24' O.C. AND FACE OF 7RU55 IS NOT FULLY SHEATHE�. <br />2) NO LUTA9ER DEPECTS ALLOW ED AT OR ABOUT NOTCHES. <br />3) LU1lBER MUST MEET OR EXCEE� VISUAL GRADE p2 LUMBER AFTER NOTCHING. <br />:j NO IJOTCHING IS PERMITTED WITHIN y(THE OVERHANG LENGTH. <br />Continued on page 2 <br />I Q WMIChV � P�rIJy E��lpn yvvmsl�n unCRLfD INTG9 UNTMSAND IAttADEP IfflLCA[JERANCL 1�06 MF]IfJ HLJORL Ub& <br />I Ombn vaW la �ne oN� vAl� Nlf�k comeclm.lh6 tleJpn b bo�eE mN �Oon puo+�elan ��ann antl h In an tr�rNuollnAinp carwnenl. <br />�pplCoOmy ol deJpn pvomenlw� ontl poper Y�[ppvolbn ol eortqonenl ly retpenJbRly d Eul]hp tlosipner - nol hw tleilpeM, kocYp �Apwn <br />h Iv blmal wp0.'Y� ol Y�d+itlua�web rmrtUen w.M� AtldiWrol la�oeory tm�Np lo W�xc �iubllty tivlrq emv��uel'rn b IM inpontlbily ol IM <br />��.i etl AtlQibrw�Pa nanlbech0o I� wro[�IN IvehlM�e�pantbtlyollnob�s'dnOtleJpnn.la0enwolOW�^�ertqaWp <br />I Ibn.Qa 11yemld.�Inope tl Y y ecl Mbetlr�p.cd'eWtANSI/tPllpuo"MCAetla 058�EGandIC5116u1'dnpCempon�nl <br />5 �/InlnmeX ' k:M1eal fkl I,!dul ..C.O�OoSnp�:�Nc3wrtW15]/19. <br />L_ _— — __ -- -- - <br />lG LlM � <br />'.. �A 4.51��� <br />e <br />__ MiTekm <br />
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