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d11REVIlWE REVIEWED
®REVI E N3 RESUBMIT ❑ REJECTED / ELL IT
NOT VI WED ❑ FOR YOUPo 2 ❑,C 24 ❑,C,
Submittal are reviewed for conformance with g in t
and gene al' mpliance with the Contract only.
Notations Do Not Authorize Changes to C ntr
Approva , comments and/or corrections does n Elie the
Contractor from compliance with the Contract Akumenq. The
Contractor is responsible for confirming an correlating all
quantities, dimensions, tolerances, clearances, fabrication
processes, techniques and sequences of constru ' n,
compatibility of materials and materials coordination eir
work with other trades and subcontractors, perfo a of
work in a safe and satisfactory manner and for full m '
With the Contract Documents
AUG 1.1 2011 Fil
DATE REVI ED BY ---
A.B. DESIGN GROUP _
HANGER SCHEDULE
TRUSS BEARING HEIRHT SCHEDULE
• UNLESS ND7ED OTHERIeg
ALL HANGERS ARE USP ' H=6'.
8'-8' ELEV.
'Raw 1 OESIGN 041ENA
,iOOR 1RUSI IESaN C4ENLA
LCLL-. 20 pal.
T.CE1. 40 pst
LCDL ` 7 W
T.CDL 10 Pat
&GAL 10 Pat
B.CDL 5 pst
TOTAL 55 Pat
TOTAL 37 psl.
OURAIIW FACTOR 1.25
OLRA71CN FACTOR 1.00
WQD STANOARO ASCE 7-10
FLOOR TRl15S YAY BE ADJUSTED
M4D 9iID 160 mph
2' FOR PLUMBING IF NESSARY
BUILDING EINOSU E C
FLOOR TRUSS SPACING
BIADING TYPE a®
2'—D' UNLESS NOTED
APPROVED TRUSS ANCHOR BY BUILDER
2X4 MINIMUM TOP AND BOTTOM CHORDS
PLUMB CUT OVERHANG
12
6
H4E316—
EL
Y,Iti 1' — 0" BRG.
UNLESS NOTED
OTHERWISE
TYPICAL TRUSS END
ALL SPACING IS 24' O.C. EXCEPT AS SHOWN.
DO NOT CUT OR ALTER TRUSSES WITHOUT
AUIHORIZAnON FROM THIS OFFICE
THIS OFFICE MUST BE NOTIFIED WITHIN 10 DAYS OF SHIPMENT OF
ANY BROKEN COMPONENTS AND/OR MISSING PIECES
NO BACKCHARGES WILL BE HONORED.
WARNING
WNIOIWIAL nuNa,c DCmgl ANm/bl EFR1NN491r 64WG 6IAlr M RE9.aF•
NIDl1R 6 1NF 1R159 RVOAE MIE Y.1MIiIGRNni aR 11AlII rAadGTaN. RRSaNs
ERELtNo DA® ARE NwlDa®ro sex vxv®auE NnRt RRLViON
aWrnd a�ac Ma o Awn NN@am ro PICg1I TfPNNc N4T
00�IW.
OIE3f FIHLRat NO HlNllEllr BRAaNa Mal YM BE RmRla
N 9�p APIL411a6 YE 9il0Na Afa 11i15a5 0�ElITIRY N0
IDA4DM1REti (gym) ifA FINIIRR IilAlAll(M
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e AERm ooarEt• ro 1w NaA'n BaRTai aaRNs TIE.Y awl. a a+A®
Ae
9Y141FD W 11E FNOEIIED DFSaI lnrsgs LINE � MN.90D TnN
W.AmN,eL aNa aAaND O¢tTlaN ro NRIEJIT NwNAaI a Ev+wlu NARi.
NOTE
IT IS THE FEWCHSBW7Y OF THE BUILDING DESIGNER OR
ARO TIECT TO PROIDE AN APMOWdATE CONNECTION FOR TRUSSES
TO SUPPORTING STRUCTURE PER REACTIONS SHOWN ON TRUSS
FOR MECHANICALEQUIPMENT
AND�N.UUMBING (AND THECONSIOER CONNECTIONSS ) IN SPACE
MUST BE DIAGRAMMED BY BUBDER ON APPROVED TRUSS LAYOUT
PRIOR TO FABRICATION.
THIS COMPANY IS A TRUSS MANUFACTURER WHOSE
RESPONSBIU7IES ARE UIM TO THOSE DESG7LEm IN YRCA
1-1995 'OE9G1 f>£�ONSBl111F5'. ACCORON4LY, IT DISCLAIMS
'ANY RESPONSE LI IES AND/OR LIAEIUTY FOR THE CONSTRUCTION
DESIGN. DRAWINGS. DOCUMENTS INCLUDING THE INSTALLATION AND
BRACING OF TRUSSES MANUFACTURED BY THIS COMPANY.
APPROVAL SIGNATURE
YOUR SIGNATURE WILL AOINOWIED�
1) AUIHORIURON TD PROCEED WITH FABRIGION.
2) VE RMICARON OF ALL DIMENSIONS AND CONDTIONS.
INCLUDING WALL HB%fT% ROOF PITCH. HEEL HEIGHT.
OVERHANGS CEILINGS, ETC_
3) TRussm WILL BE MALE N SRdcr ACCORDANCE
W7H THIS TRUSS LAYOUT.
4) 1 HAVE READ AND UNDERSTAND ALL NOTES AND WARNINGS
ON THIS PACE AND AGREE TO BE BOUND BY THEM.
SI 7ED
Y17LE
DATE
REQUESTED TRUSS SHIPMENT DATE
( ACTUAL TRUSS Slr DATE IS BASED ON OUR =MIT OEUVETr SEDGE )
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RANEY
COMPONENTS,
LLC
19990 Independece Blvd.
GROVELAND FL 34736 RANEY
OFFICE 352-429-9429 ® CONPONENJS
FAX: 352-429-7429
E-MAIL• TruwFlantGraneycomponents.com
_.Creekside
4EBB 1828 Cali "C" LL OL
n s=1'-0 08-01— 0 7 GLK Inc