HomeMy WebLinkAboutTYPICAL TRUSS ENDV.
REVIEWED ❑ REVIEWED AS NOTED
❑ REVISE & RESUBMIT ❑ REJECTED / RESUBMIT
0 NOT REVIEWED ❑ FOR YOUR INFORMATION
Submittals are reviewed for conformance with design intent
and eneral'com liance with the Contra tgQGuments only,
Notations Do Not Authorize Changes Io 'Contract Sum.
Approval, comments and/or corrections does not relievR�t�
N
HANGER SCHEDULE
TRUSS BEARING HEGHT SCHEDULE
• UNLESS NOTED 01HUMSE
All HANGERS ARE USP 'H USYB-.
8'-B" ELEV.
ROOF muss ODRGY aameA
nDQi mus DR9CR GdIDRA
Irl1. 20 P.iL
T.CLL 40 P.sL
T.CDl. 7 p.at
T.CE L 10 P..E
gcnM 10 w.
&COI. 5 P.s.f.
TOTAL 55 P.sf.
TOTAL 37 p.s1.
DURATION FACTOR 1.25
DURATION FACTOR 1.00
90N STANDARD ASCE 7-10
FLOOR TRUSS MAY BE ADMSTEO
WINEDSW 160 m.Ph
2' FOR PLUMBING IF NESSARY
BIRANG EEPOM C
FLOOR TRUSS SPACING
BIG 7TPE 6D�
2'-0' UNLESS NOTED
APPROVED TRUSS ANCHOR BY BUILDER
UM TOP AND BOTTOM CHORDS
2X4-/16-
PLCUT OVERHANG
12
6
HEEL
$011
s-� - BRG.
UNLESS NOTED
OTHERWISE
TYPICAL TRUSS END
ALL SPACING IS 24' O.C. EACEPT AS SHOYM.
DO NOT CUT OR ALTER TRUSSES INITHOUT
AUTHORIZATION FROM THIS OFFICE.
THIS OFFICE MUST BE NOTIFIED WTHIN 10 DAYS OF SHIPMENT OF
ANY BRO(EN COMPONENTS ANO/OR MISSING PIECES.
NO BAO(CITARGES VALL BE HONORED.
WARNING
GpIW1aQII1 FRMWP OdGRQ1 AmAn Pf1AlAlOIT OR.Vaa 61RT 1ME RE�ON-
ffilir a" 1)¢ 1R119 D9am1, FUZE YNAEA(TFAA di 1IM59 FAHLGIOt PEIGQO
Das�vMG mI>g] AIR wmam ro saN mOI>swRL iw¢ I¢cwanO
MOO:IaR Nina
Mal a AUAn 1¢aaan ro Nsar 1TiRM Ma
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N 59CalG APHN'A1106 SFE In•Oc ®1A1S95 aaaa)(TMiY ANI
Im.9�neanRd �) M /INRu MROIAI)OA
iRlhs6 91AtL Q F6TMlFO N A SII/MOIT Nm NA® N81IOL W®E Ip S1EIlIWIG
o AFNAD Nlmtr ro 1TF Fro/IN BOi1W aHam3 11EY sHN19E MRAA®
As � a TNC FNOREED3D RESIGN mesa sNAu MTE Naolm INH
rsiaaMARMc ceTe awa nacDa Tn NCTVRT oNNAa w waaa Nam.
NOTE
IT IS INE RESPONSIBILITY OF THE BUILDING DESIGNER OR
ARCHITECT TO PROVIDE AN APPROPRIATE CONNECTION FOR TRUSTS
TO SUPPORTING STRUCTURE PER REACTIONS 940VM ON TRUSS
ENGINEERING. SPECIAL CONSCERAOGNS FOR MECH CAL EQUIPMENT
AND/OR PLUMBING (AND THEIR CONNECTIONS) IN TRUSS SPACE
MUST BE DIAGRAMMED BY BUILDER ON APPROVED TRUSS LAYOUT
PRIOR TO FABRICATION.
THIS COMPANY IS A TRUSS MANUFACN1iER MHOS:
RE9'OR49UBES ARE UNITED TO THOSE DESCRIBED IN MTCA
1-1893 'DESIGN RE9'O SSILIOR'. ACCORDINGLY. IT DISCLAIMS
ANY RESPONSIBILITIES AND/OR LIABILITY FOR THE CONSTRUCTION
DESIGN. DRAPING$ DOCUMENTS INCLUDING THE INSTALLATION AND
BRACING OF TRIUSSS MANUFACTURED BY INS COMPANY.
APPROVAL SIGNATURE
YOUR SIGNATURE WLL ACKNOWLEDGE'
1) AUTHORIZATION TO PROCEED VE1H FAEfRGTION.
2) VERIFICATION OF ALL DIMENSONS AND CONDITIONS.
INCLUDING WALL HEIGHTS, ROOF FI C . HID. HECIT.
OVERHANG; CEILINGS. ETC.
TRUSSES MIL BE MADE IN STRICT ACCORDANCE
VATH INS TRUSS LAYOUT.
4) 1 HAVE READ AND UNDERSTAND ALL NOTES AND WAFMCS
ON THIS PAGE AND AGREE TO BE BOUND BY THEM.
SIGNED
TITLE
DATE
REQUESTED TRUSS SHIPICENT DATE
( ACTUAL TRUSS 9MP DATE 15 BASED GN OUT CIRWNT =VERY SC OXIE )
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