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JOb:(D&D) /INOEPENTDENTBAYVEON #3721 D7 THIS DING. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT
Value Set In (EQed m 6112013) AT plates she 1.5X4 exespi as noted.
Tap chord 2X4 SP 82 170 mph wind. I&Wft mean hBL ASCE 7.10, CLOSED bldg. Lamtetl wifWhere in roof, RISK CAT If. EXP C. wind TC
got chord 214 SP 02 DL=5.0 psf, wind BC DL=5.0 psf.
Miss 24 SP 03:WI 216 SP#2:
- VYHld lead. and reactors based on both MINIMS and C&C.
LumberrWue set '13B'uses design slues appTovetl t/JW2013 by ALSO
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OESC. = D7 / SEQ = 147766
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'•WARNING�TRUSSES REGUIRE EXTREMECARE IN FABRICATING, HANDLING, SHIPPING, INSTALLING AND BRACIle
REFERTO HI6B1(HANDUNG INSTALLING AND BRACING), PUBLISHED BY TPI(TRUSS PLATE INSTITUTE, SIG =
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DATE ae-22-2d16
DR., SUITE 200, MADISON.VIL0719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERIMSE INDICATED, TOP CHORD SHALL HAVE PROPERLYATTACHED STRUCTURAL
PANELSAND BOTTOM CHORD SHALL HAVE A PROPERLYATTACHED RIGID CEILING. ••IMPORTANT —FURNISH A�
COPYOFWISDESIGNTOTHEINSTMLATONCONTRACTOR. ALPINE ENGINEERED PRODUCTS.INC,SHALLNOT E
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BALE 10.Opsf
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RESPONSIBLE FORAM DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THETRUSSES IN CONFORMANS
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4176 MARTIN HIGHWAY
AC.1-25
JOB#: DBD
CITY, FL 34B80
OFF:(n2)2863700
DESIGN, POSRIONCONNECTORSPERDRAWNGS iWAZ THESEALOAIMSDRAVdNGINDICATESACCEPTANCE
OF PROFESSIONAL ENGINEERING RESPONSIBINY SOLELY FOR THETRUSSCOMPONENT DESIGN SHONN.THEFAX-CM)266423(
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SURABILITYMDUSEOFTHISCOMPONENTFORANYPARTICULARBUILDINGISTHERESPONSIBILITYOFTHE
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BUILDINGDESIGNER PERANSVTP 1-1995SECRON2.
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