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Jcn: 0 201G5)' VERN 80YETT RES. / F7 -MIS 4WG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT; <br /> UP CHORD 4.2 OF-L S41LO:t. <br /> L <br /> BOT CHORD 4m2 OF•L t. <br /> SEE HIB-91 SECT 13.2 FOR ADDITIONAL BRACING REQUIREMENTS. <br /> ' <br /> WEBS 4.2 OF•L Stondord FAB..LOROING ON THIS TRUSS CALCULATED BY JOB-OESIGNER, AND MODIFIED BY TRUSS <br /> .PLATES DESIGNED FOR GREEN LUMBER PER NQS-97 TABLE 7.3.3. RICATOR••. - <br /> 'SPECIAL LORDS <br /> MAX JT VERT DEFL: LL: 0.48" 0L: D.18- RECOMMENDED CAMBER 4/4- <br /> ------ BUR.FAC.-1.UO / PLATE OUR,FAC.-1.00) IN LIEU OF RIGID CEILING USE PURLINS: TO BRACE 8C 0 72.00' OC <br /> TC - From 100 PLF at 0.12 to 100 PLF of 21.88 <br /> BC - Fron LO PLF at 0.00 to l0 PLF at 22.00 DEFLECTION MEETS L/360.00 LIVE AND L/240.00 TOTAL LORD. <br /> TC - 590 L6 Cono. Lood of 4,31, 17.69 <br /> TRUSS MUST BE INSTALLED AS SHOWN WITH TCP CHORD UP. <br /> 2'6" <br /> 590; 590+ <br /> 4'3"12 13'4"8 4'3"12 <br /> 7 1 14 7'8"4 -+- 7'1"l4 <br /> 7'0"12 7'6" 7'0"12 <br /> 2'11"4-«.l 3- ^�2.612 4.8"4 2'1"8 3'5"4 ^•-L'3- -2'11-4 <br /> W2X3[R) (OL) W8X10 W2XG W-W3X4 W4X5 W4X5 WSX12 W2XG(DL) <br /> W2X6[OL) W6X12 W4X5 W2XG W-W3X4 W2XG W8XI0 W2X3(R) (OLl <br /> m <br /> 54 <br /> _ u-W _ <br /> WBxB W5X& W4X8 W2 X& W-W3X� W-V3Xg <br /> 9' <br /> U X 2 W2XG W2X6 ? W4X5 WSXG W2X6 VBXB WBX12 <br /> 2'11"4 4'0-12----m-2'6"12--� �2'1"8 2'6-12 n,-4'0"l2 •» 2'11"4 <br /> H-17870 W-3"8 R-1788#) W-3"8 <br /> PLT. TYP.FWRVE_TPI95/R UBC(STD) OTY= 11 TOTRL= 11 REV. 19.50 SCALE SEG <br /> .WARNING-- TRUSSES REQUIRE EXTREME CARE IN FABRICATING HANDLING SHIPPING, INSTALLIN 1t(iLNOLq� <br /> AND BRACING. REFER TO HIB-91 (HANOL-ING INSTALLING FIND 6RACING), �UBLISHEO BY TPI (TRU S T C L L 0 PSF REF <br /> PLATE INSTITUTE, 583 D'pNpFRIO OR. SUITE 200 MADISON, VI. 53719) FOR SAFETY PRACTICE F k" <br /> TRUSS <br /> PRIOR TO PERFORMING THESE FUNCTI❑N6. UNLESS OTHERWISE INDICATED TOP CHORD SHALL HAVE P 'Q' •+ -{c �L 10.0 P�jF DATE 01 -03-2002 <br /> LJ PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY RTTRCHEO RIG) ����t��.� U'.�si,' <br /> CEILING. ..IMPORTANT+■ FURNISH,R COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. q,= BC 0L 5 . PSF �Rws <br /> ENGINEERING DESALPIGN:NE EANYNFAILUREED RTOUBUILDI THE TRUSSESSHALL INBCONFORMANCELWITHR TPI; ORVFRBROICRTING OM THIS uj.� l,►p, �t iit 3 <br /> HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN CONFORMS WITH APhICABLE =W-;Cl 35172 "= BC LL 0.0 P S F <br /> PROVISIONS OF NOS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST RNO = <br /> ul <br /> 477 ZeFF Raod PAPER ASSOCIATION) RNO TPI. ALPINE CONNECTORS ARE MADE OF 2CGR ASTM R653 GR40 GALV, STEEL ^* EXP.M0103 <br /> �$ TOT.LD. 55 . 0 PSF p/A LEN. 22 <br /> MDde5fo CP 95351 EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ❑ <br /> (209) 527-6387 THIS DESIGN POSITION CONNECTORS PER DRAWINGS 160 R-Z. THE SEAL ON THIS DRAWING INDICATE 'moi '•.,CM1r,.•' OUR.FAC. •OQ <br /> ACCEPTANCE 6F PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT y `/y. .G '•���` ry <br /> flESTHN RSHDPNM THE SUITABILITY AND USE OF THIS COMPONENT <br /> /TPR ANY PRRT[CTLAN BUILDING /ll1�C'�j14t�4��`, SPACING SB2 QbOV2 TYPE S 4G <br />