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i <br /> Jh6: 1120W5)+VERN BOYETT RES. / F 'THIS OWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MA'S LAYAT <br /> TOP CHO -4x2 OF•L MLLBet. <br /> - BOT CHORD 4x2-UF-L ALLS, <br /> t. ALL PLATES ARE 42%3 EXCEPT AS NOTED. <br /> WEBS 4.2 OF-L Stondard IN LIEU OF RIGID CEILING USE PURLINS: TO BRACE 8C 0 72.00" OC <br /> „ PLATES OESICNEO FOR GREEN LUMBER PER NUS-97 TABLE 7.3.3. DEFLECTION MEETS L/360.00 LIVE AND L/240.00 70TAL LORD. <br /> SEE OWG GBLSY42RC699 OR C9LSY42BO699 FOR GABLE OETRILS. TRUSS MUST BE INSTRLLED AS SHOWN WITH TOP CHORD UP, <br /> FASTEN RATED SHEATHING TO ONE FACE OF THIS TRUSS. <br /> 7• 7' <br /> -- 13.3• �- <br /> -1'4" 1'4" 1'4" 1'4' 1'4" <br /> W2X3(R) <br /> W2X3 tR) <br /> f =fi <br /> I� ii l <br /> V3X4 <br /> u <br /> 1 <br /> ,.�1•y-��1'4- 1'4^ 1'4" 1'4" I'q" 1'4" 1.4` 1.4^ X1.4^� <br /> R-108pIF W-14' <br /> ❑ESC. = F SEO 63296 <br /> PLT. TYP. -WRVE_TPI95/R UBC(STD) CITY= 1 TOTAL= 1 REV. 19.5a SCALE =0.5344 <br /> --WRRNING*■ TRUSSES REQUIRE EXTREME CARE IN FABRICATING HANDLING SHIPPING IN5TRLLING �pWIL l�IUgi TC LL .4 0 .0 PSF R E F <br /> AND BRACING. REFER TO HIB-91 (HANDLING INSTALLING AND 6RRCING), 6UBLISHEO 6Y TPI ITRU S 'Wim <br /> TRUSS PLATE INSTITUTE, 583 O'ONDFRIO OR. SUITE 2CO MADISON, WI. 53719) FOR SAFETY PRACTIC <br /> PRIOR TO PERFORMING THESE FUNCTION&&. UNLESS 6THERWISE INDICATED TOP CHORD SHALL HAV , 'bO (�. �. % TC CL 10.0 PSF DATE 01 -03-2002 <br /> PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED R I CTOR. a y'�.'Q' �j'I•.ZC�? <br /> RLPINECEILINGENGINEEREORPRppUCTSURINCH SHRPLYNOT BEOF IRESPONSIBLE FOR RNYS DESIGN TO THE TpEVIATOIONCFROMATHIS L�rJP N0. 9ti: BC OL 5.0 PSF 0 R W G <br /> ENGINEER I N G DESIGN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING '�;Q 351 <br /> HPNOLING, SHIPPINGOF NOS , INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH RP�LICABLE 1 *.ul 771:'O BC L L 0 • 0 PSF <br /> 477 ZeFF Rood PAPERS ASSOCIATION)(ANDIOTPII. ALPINE CONNECTORSION AREPMADESOFDBY 2CGRTHE ASTMMg6S3AGR4OREST AND GRLV. STEEL EXP. <br /> D9130103 y' TOT.LD. 55 . 0 PSF O/A LEN. 14 <br /> Modesto CA 95351 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND UNLESS OTHERWISE LOCATED D 3 <br /> THIS DESIGN POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE S AL ON THIS DRAWING INDICATE �'•.�nnL.•'' <br /> [209) 527-6387 �i,7` � DUR.FRC. 1 .00 <br /> ACCEPTANCE bF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT Qp,�Q�,CkA`�", \`` <br /> DESIGN SHOWN. THE 5UITABILI7Y RND USE pF THIS COMPONENT FOR ANY PARTICULAR BUILDING SPACING 24.0" TYPE s 42 n6 <br /> iH R P N TY F TH N NIS <br /> PER AN / P N 2. <br />