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Job: (1201,25) .VERN 130YETT RES. / FI t ITHIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MO'S LAYAT <br /> i :!'TOP CHORD,4.2 OF-L •1LBef. SEE HIB-91 SECT 13 <br /> BOT CI40RO 4x2 OF-L 11 f, <br /> .2 FOR POp]TiONRL BARGING ACQUIREMENTS. <br /> LB <br /> WEBS 4x2 DF-L St=—d MAX JT PEAT DEFLI LL: 0.45` OL! O.L7" RECOMMENDED CPMBER 1/4" <br /> y <br /> PLATES DESIGNED FOR GREEN LUMBER PER NOS-97 TABLE 7.3.3, IN LIEU OF RIGID CEILING USE PURLINS: TO BRACE BC 0 72.00" OC <br /> TRUSS MUST BE INSTALLED AS SHOWN WITH TOP CHORD UP. DEFLECTION MEETS L/3GO.CG LIVE AND L/240.00 TOTAL LORD. <br /> 10'7'8 9" <br /> LD'7"B <br /> m I <br /> 2'10-8 2'612 2'6"12 2'6"12 2'6"l2 26"12-2'6-12 2'10"8 <br /> i <br /> I <br /> i <br /> W2X3(R) W4X10 W3X5 W2X3 W3XS W4Xi0 W2X3 IRI I <br /> W2X3 W2X3 W-W3X5 W2X3 W2X3 W2X3 <br /> r w <br /> cn <br /> W-W3X� k3X4 W4XlD <br /> W4 W4X10 Y3X4 - W4X10 m <br /> " 5'0%2 5'1"B o S'1-6 5'0"12 " <br /> R-11970 W-3-9 R-I19B4 W-3-B <br /> SEO = 169 11 <br /> PLT. TYP. -WPVE_ TP195/R UBC(STD) QTY= 12 TOTRL= 12 ,,,,,,, REV. 19,50 SCALE =0.3400 <br /> ■■WARNING■■ TRUSSES REQUIRE EXTREME CARE IN FABRICATING HRNOLING SHIPPING INSTALLING �� pOFESS/0.�,�' T C L L 40. 0 PSF RBF <br /> AND BRACING. REFER TO HIB-9L (HANDLING INSTALLING AND GRACING), bUBLISHED 6Y TPI (TRUSS �.�� <br /> TRUSS PRIOR TOTE SPERFDRNING3THESEQFRID OR FUNCTIONj.SUITE UNLESSOADISON, WT.(�THERWISE INDICATED9)TOPRSAFETY CHORD SHALLHAVEQ G •�y <br /> S -� : TC DL10 .0 PSF ❑F3TE 01 -03-2002 <br /> PROPERLY ATTACHED STRUCTURAL PANELS ANO BOTTOM CHORD SHALL HAVE 4 PROPERLY ATTACHED RIG � ,J � 9•_y's <br /> ENGINEER T CEILING. ■■IMPORTANT■■ FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. =,y:� �.m= BC- DL 5.0 PSF ❑RWG <br /> 1 DESIGN:NG ALPINE EANYNFAILURED ERTOUBUILDITHE TRUSSES9INBCONFORMANCELWITHRTPIY ORVFABROICATING OM THIS _x,W $ t72 <br /> HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH RPhICABLE ;:*1 i� BC L L 0.0 PS F <br /> PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND E9 MOM • �477 Z e FF Rood PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GH ASTM A653 GR40 GALV. STEELi <br /> 't`••-. F+ 'T: TOT.LO. 55.0 PSF O/R LEN. 22 <br /> MOdesfo, CR 95351 EXCEPT AS NOTED, APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED 0 ���,y�qJ�ry•O.M1.- oF <br /> (2C9) 527-6387 THIS DESIGN POSITION CONNECTORS PER DRAWINGS 160 P-Z. THE SEAL ON THIS DRAWING INDICATE q//, Ci . ❑UR.FRC. 1 .00 <br /> ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT nlllpf71111(111Lf�Tt" <br /> DESIGN SHOWN. THE: SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICULAR BUILDING SPACING 2 4.0^ ' <br /> THE.15 RESPONSIBILITY F THEN N R PER PN /TP - SECTION . TYPE 5 42 <br />