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Jdh:I12011DF-L BgYETT RES. / FS <br /> TOP CHORD 4.2 THIS OWG. PREPARED BY.THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS M4 S LAYOUT <br /> 4LLBet. <br /> BQT CHORD 4.2 OF-LllBe t. <br /> . -L O - SEE HIB-31 SEcr 13.2 FOR RCOITIONRL BRACING REQUIREMENTS. <br /> VEBS 4.2 OF-4. St—d—,l :W19 4.2 DF-L elLBet.: MAX JT VERT DEFL.' LL: 0.63" OL! 0.26" RECOMMENDED CAMBER 3/8" - <br /> PLRTES OESIGNEO 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/360.00 LIVE AND L/240.00 TOTAL LORD. <br /> 14•s" 11.10" <br /> I3'6"8 1'11" <br /> 10'10"8 <br /> "^---2'11"4 2'6•'12—2'6-12—2'6'12—2'6"12 2'0"8--»^2'6"12 •+ 3'5-8 2.10"B—« <br /> 31� W5X5 W2XG W2X6 W-W3X4 W4XG W-W3X4 HS824 W2X3(R) (OL) <br /> W6X12 WGX1O W4X5 W2XG W6XB W2X6 W2XG(CLI <br /> T t <br /> co I s� 1 C•3., <br /> } <br /> It!fo <br /> I r". ::: ' <br /> sie co <br /> W6X10 W4X5 W-H52512 <br /> 3 I } 9 <br /> HS522 W-HS2512 WGX8 HS522 W6X1 <br /> —26',4 <br /> —2'11-4 5'1"8 5 1"9—2.11"4 4'S 12 <br /> R-14418 W-3"8 <br /> R-14430 W-3"8 <br /> I <br /> 5EO = 16934 <br /> PETC•TYP-FWAVE_TPI95/R UBC(STD) QTY= 1 TOTAL= 1 REV. 19.5a SCALE =0.2841 <br /> --WARNINGe- TRUSSES REQUIRE EXTREME CARE IN FABRICATING HANDLING SHIPPING INSTRLLING L�l1HHHNpIyf f1 i <br /> AND BRACING. REFER TO HIB-91 (HANDLING INSTRLLING RND 6RRCING), �UHLISHED 6Y TPI (TRUSS ���� <br /> PLATE INSTITUTE, 583 O'ON0FRI0 OR. SUITE 200 MADISON, WI. 53719) FOR SAFETY PRACTICES ESS/O,I, ''�G� TC Lf. 41.J 0 PSF REF <br /> PRIOR TO PEAFORMING THESE FUNCTION. UNLESS &HERVISE INDICATED TOP CHORD SHALL HAVE <br /> TRUSS PROPERLY ATTACHED STRUCTURRL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIG TC OL 10. 0 PSF OATS 01 -03-2002 <br /> CEILING. ■-IMPORTPNTe- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. <br /> ENGINEERING REPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS = � No. ��',M BC DL 5.0 PSF 0 R WG i <br /> DESIGN: ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH FPI: OR FRBRICATING j4 �r17� —1•A <br /> HRNOLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH RPISLICABLE '11.1 SC LL 0 . 0 PSF 3 <br /> 477 Z of F Road PAPERSASSOCDIRTION)EANDIOTPI. ALPINE CONNECTORSIAREPMRDESOF02CGATASTMMRGS3AGR4QRGRLV.ND <br /> STEEL'* Exp 09=03 } <br /> Modesto, CA 955351 EXCEPT PS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED D TOT.LQ. 55. 0 PSF 0/A LEN. 260008 <br /> THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-Z. THE SEAL ON THIS GRAVING IN01CR7E '� '• \�� <br /> [2091 527-6387 9 '•.,�M4. OUR.FAC. 1 . 00 <br /> ACCEPTANCE <br /> PTHEESUITABILITYSIONAL ENGINEERING <br /> USE OFSPONSIB14ITY SOLELY THIS COMPONENT TPR ANY PRRTICTLRRCOMPONENT <br /> DING T1 11CIAL ` <br /> IIS TH� SPACING 24.0" TYPE s42 <br />