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TOP CHORD 2x4 SP"'Y2
110 MPH WIND, 15.00 FT MEAN HGTSB
BOT CHORD "2x4'SP :2.:82 2x.4 SP SS:
ENCLOSED BLOC, NOT LOCATED WITHIN FT FT FROM ROOF EDGE.
WEBS 2x4 SP 3
WIND TC DL - 5.0 PSF, WINO BC OL PSF,
(A) IX4 03_HEM-FIR OR BETTER_CONTINUOUS-LATERAL_BRACING-TO
—WARNING FURNISH-A=COPY-OF-THIS-DRAWING TO -THE INSTAL'LAfTON
BE -EQUALLY SP7CCED. ATTACH KITH (2) .Bd NAILS. BRACING
CONTRACTOR. SPECIAL CARE MUST BE TAKEN
DURING HANDLING.
MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A
SHIPPING AND INSTALLATION OF TRUSSES.
SEE "WARNING" NOTE BELOW.
SUITABLE SUPPORT BY ERECTION CONTRACTOR.
CONTRACTORS WARNING:
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00" O.C.
•THIS TRUSS IS"DESIGNED TO BEAR AND/OR
SUPPORT ADDITIONAL LOADS
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD.
AT SPECIRIC,LOCATIONS. PARTICULAR CARE
IS ADVISED DURING
INSTALLATION•TO ENSURE THAT THIS TRUSS
IS ERECTED PROPERLY.
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ALPINE ENGINEERED PRODUCTS. INC. TRUSSES REQUIRE EXTREI
* IMP 0 R T A N T * * SHALL NOT BE RESPONSIBLE FOR ANY ARN I NG IN HANDLING. ERECTI1
OEVIATION.FROM THIS DESIGN OR THESE SPECIFICATIONS. OR ANY BRACING. SEE HIO-91 BY TPI. SEE THIS
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OST88 BY TPI. FOR ADDITIONAL SPECIAL PERMANENT BRAI
HALFMILE LUIBER CO. ALPINE CONNECTORS ARE MADE -OF 20GA GALV. STEEL MEETING ASTM QUIREMENTS. UNLESS OTHERWISE INDICATI
A445 GR B EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF CHORD SHALL BE LATERALLY BRACED WITH
TRUSS AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTO
PR. 561-595-1515 CONNECTORS PER DRAWINGS 130. 150 C 1GOA DESIGN STANDARDS WITH PROPERLY ATTACHED RIGID CEDING
TOI1 Free 8BB - 878-7713 CONFORM W/APPLICABLE PROVISIONS OF MOB 9 TPI. AN ENGINEER'S ALPINE TECHNICAL UPDATE 17/1/91) FOR
4001 Virpine Ave. SEAL ON THIS DRAWING APPLIES TO THE COMPONENT DEPICTED HERE I DRYWALL APPL
ONLY. ICATION. FURNISH A CDPY
Ft. Pierce. F1. 34981 IN LY. AND SHALL NOT BE RELIED UPON IN ANY OTHER MAY. DESIGN TO THE TRUSS ERECTION CONTRAC
TPI • TRUSS PLATE INSTITUTE NOS 991 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTIC
APR 1 1999,
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WEBS 2x4 SP 03 : W3, W4. W7. WB 2x4 SP 12: WI
WARNING: FURNISH A COPY OF THIS DRAWING TO THE INSTALLATION
CONTRACTOR. SPECIAL CARE MUST BE TAKEN DURING HANDLING,
SHIPPING AND INSTALLATION OF TRUSSES. SEE "WARNING" NOTE BELOW.
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24.00" O.C.
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD.
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THIS DWG. PREPARED BY THE ALPINE QOB DESIGNER PROGRAM FROM TRUSS MFR'S t
0 MPH WIND, 16.21 FT MEAN HGT, SEIiT,
CLOSED BLDG, NOT LOCATED WITHIN 0. 0 FT FROM ROOF EDGE.
NO TC OL - 5.0 PSF, WIND BC DL - 5.0 PSF.
1—n Un 7111KITAI n cT cr TTnu — n n.
DUE TO LIVE LOAD AND 0.15" DUE TO DEAD LOAD.
(A) IX4 03 HEM -FIR OR BETTER CONTINUOUS LATERAL BRACING TO "
BE EQUALLY SPACED. ATTACH WITH (2) Bd NAILS. BRACING
MATERIAL TO BE SUPPLIED AND•,ATTACHEO AT BOTH ENDS TO A
SUITABLE SUPPORT BY ERECTION CONTRACTOR.
20'5'4
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Ph. 561-595-1515
Toll Free 689 - 878-7713
^t Virg ina Ave.
--rce, F1. 34981 _
IIII b11J111Y= 1 F'Lltb= 1 IUTAL= 1
ALPINE ENGINIEREO PRODUC75. INC. 7RUS5S REQUIRE EXTREME CARE .�
( X I MP OR T AN T H X SHALL, HOT BE RESPONSIBLE FOR ANY WARNING IN 11\NOLM. ERECTION AND
DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS, OR ANY BRT.CTNG. SEE HIB-91 HY TPI. SEE THIS DESIGN
FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH OSTBB BY TPI. FOTI ADDITIONAL SPECI%L PERMANENT BRACING RE
ALPINE CONNECTORS ARE MADE OF 209A GALV. STEEL MEETING ASTM OU'REMENTS. UNLESS OTHERWISE INDICATED, TOP
4445 OR B EXCEPT AS NOTED-. APPLY CONNECTORS TO EACH FACE OF CHIRO SHALL BE LATERALLY BRACED WITH PROPER #
TRUSS AND UNLESS OTHERWISE LOCATED ON T1415 DESIGN, POSITION LY ATTACHED PLYWOOD SHEATHING. BOTTOM CHORD
CONNECTORS PER DRAWINGS 130. 150 6 1604•1-. DESIGN STANDARDS W11" PROPERLY ATTACHED RIGID CEILING -- SEE
CONFORM W/APPLICABLE PROVISIONS OF NOS S TPI. AN ENGINEER'S ALPINE TECHNICAL UPn%TE (7/1/91) FOR PROPER
SEAL ON THIS DRAWING APPLIES TO THE CUHnnNENT DEPICTED HERE DR"WALL APPLICATION FURNISH A COPY OF THIS
tN ONLY, AND SHALL NOT BE RELIED UPON IN ANY OTHER WAY. DESIGN To THE TRUSS ERECTION CONTRACTOR.
Alf INcitTUTr -T Nn- - in7l NATTnNA1, OFe1UN :nFCIr1rAT1nN Fnn .nnn rnNcrn-TTUH ,
AN, 1 1999;
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30.0
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0.0
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55.0
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SPACING
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ATE - 10/08/98
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