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neral compl ce th th Con - t Do umeoN .
otations Do Not Authorize Changes to Contract Sum.
Approval, comments and/or corrections does not relieve the
7 and
from compliance with the Contract Documents. The
quantities, dimensions, tolerances, clearances, fabrication
processes, techniques and sequences of constructi n,
compatibility of materials and materials coordination o eir
work with other trades and subcontractors,TIbof
work in a safe and satisfactory manner and fonce
�on a2U17 cl ments
DATE A.B. DESIGN GROUP RrEb BY
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File Copy
HANGER SCHEDULE
TRUSS BEARING HEIGHT SC EDULE
• UNLESS NOTED OTHERMSE
ALL HANGERS ARE USP 'HUS26•.
8'-8' ELEV.
Raw TRUSS DEsw G.TBaA
T.CLL 20 psf.
ROW TRUE DE3M aaTvaA
TCLL 40 psf.
T.CDL 7 pl.
T.C.O.L. 10 psf.
B.CD.L 1O psf.
B.C.D.L. 5 psf.
TOTAL 55 psf.
TOTAL 37 psf.
DURATION FAcR:R 1.25
DURATION FACTOR 1.00
WE STANDARD 'ASCE 7-10
FLOOR TRUSS MAY BE ADJUSTED
WHD SI® 160 m.ph
2' FOR PLUMBING IF NESSARY
BUILDING EXPOSURE C
FLOOR TRUSS SPACING
BUILDING TYPE n>rsm
2'-0' UNLESS NOTED
APPROVED TRUSS ANCHOR BY BUILDER
2X4 MINIMUM TOP AND BOTTOM CHORDS
PLUMB CUT OVERHANG
12
6
4-E3 16
H
0" PB8"
UNLESS NOTED
OTHERWISE
TYPICAL TRUSS END
ALL SPACING IS 24' O.C. EXCEPT AS SHOWN.
DO NOT CUT OR ALTER TRUSSES WITHOUT
AUTHORIZATION 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
GTARW]Rn TH PWI/lEllF f5 M RE30F
MW." N
F TRUSS RATE
SHRED OF THE 1SR5 DE9OFIA PULE YNNFAGNNTA w 1MR53 FA[pGmR PfIdJ6
OR TR FA
ET¢cRWa TRmssR3 AIE aunDan TO SFDt P�(fUl. AwD[ rasxmxo
naclHVR n.Awa wuw a ALIGY! Reaaxn ro R+a'.vRr mPPAW ARm
DaWRDxc GAWRD EIWCRIac ARm FDaRARmG RNRAwa TAAOI MAr ff raEramWn
W wwaraa Sa: SIR NWRIAR1wa RAt.[rTARn Alm
RREtmrmm.ns• (1!C¢el) Fw nWR —MAT-
1mm�s sNAu eE IYSRADm W A smNaNr ARRD auRm P09nOA WRFI+E Na svAnom
6 APH® RHEMErnr ro TRY WmAWH WTIaM Gems, TRn sRRAu ff IARA®
N rcRaWa w ra warmRm a.svA TWI593 SHALL 6E HARAIFa WnM
,'• • auE NAlaRO FI3aRIDR m PETFNT 0.WA¢ a PeBQMAI EA..RT.
NOTE
IT IS THE RE9wSIEERY OF THE BUILDING DESIGNER OR
ARCHITECT TO PROVIDE AN APPROPRIATE CONNECTION FOR TRUSSES
TO SUPPORTING STRUCTURE PER REACTIONS SHOW ON TRUSS
ENG NEEMNG SPECIAL CONSIDERATIONS FOR MECHANICAL EQUIPMENT
AND/OR PLUMBING (ANO INEIR CwNECTIONS) IN TRUSS SPACE
MUST BE DIAGRAMMED BY BUILDEIR ON APPROVED TRUSS LAYOUT
P NCR TO FABRICATION.
THIS COMPANY IS A TRUSS MANUFACTURER WHOSE
RE5PON BILMES ARE LIMITED TO THOSE DESCRIBED IN WICA
1-1995 RESPONSIBILITIES. ACCORDIN DISSRCIACSw
0.THYE,
wG
ANY S®UTIES AND/OR LIABILITY FOR CRO
DESIGN, DRAWINGS, DOCUMENTS INCLUDING THE INSTALLATION MID
BRAG NG OF TRUSSES MANUFACTURED BY THIS COMPANY.
APPROVAL SIGNATURE
YOUR SIGNATURE WILL ACKNOWIFDG&
1) AUTHORIZATION TO PROCEED WITH FABRICATION.
2) VEIORCA7ION OF ALL DIMENSIONS AND CONDITIONS,
INCLUDING WALL HEIGHTS, ROOF PITCH, REEL HEIGHT,
OVERHANGS. CEILINGS, ETC.
3) TRUSSES WILL BE MADE IN SIRUCT ACCORDANCE
1WTH THIS TRUSS LAYOUT.
4)1 HAVE READ AND UNDERSTAND ALL NOTES AND WARNINGS
ON THIS PACE AND AGREE TO BE BOUND BY THEN.
SIGNED
TITLE
DATE
REQUESTED TRUSS SHIPMENT DATE
( ACTUAL TRUSS SDP DATE IS BASED ON OUR CURRENT DELIVERY 5C®TIRE l
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COMPONENTS,
LLC
19990 Independece Blvd.
GROVELAND FL 34736 RANZEY
OFFICE: 352-429-9429 ® COTLIENP
FAX: 352-429-7429
E-MAIL, TrussPlant0raneycompments.com
H orton
Mnr�a1R
Lo :r. 123 Creekside
4 EBB 1828 Cali "C" LL OL
n s 4-0' DAOa-01- 017 CALM a NA HER