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HANGER SCHEDULE
TRUSS BEARING HEIGHT SCHEDULE
UNLESS NOTED OTHEIMSE
ALL HANGERS ARE USP 'NUS26*.
8'-8" ELEV.
OA MS-26
® 8'-B' Int Erg
® 18'-1 7/8' ELEV.
ROOF TRUSS DE9OJ CRIFRU
TC.U- 20 pat.
FU" iRU55 003CRn A
T.CLL 40 p,sf.
TCDJ- 7 P.sf.
T.C.D.L 10 P.sf.
B.GA.L IIIPZ.
B.C.D.L 5 P.af.
TOTAL 55 P.Sf.
TOTAL 37 I • f.
DURATION FACTOR 1.25
DURATION FACTOR 1,00
WEND STANDARD ASCE 7-10
FLOOR TRUSS MAY BE ADJUSTED
WEND S' D 160 mpph.
2' FOR PLUMBING IF NESSARY
BULDR7G DPOWRE C
FLOOR TRUSS SPACING
BULDENG TYPE a—
2'-0' UNLESS NOTED
APPROVED TRUSS ANCHOR BY BUILDER
2X4 MINIMUM TOP AND BOTTOM CHORDS
PLUMB CUT OVERHANG
12
6
4
4H 3 16"
ER
l 8"
UNLESS NOTED
OTHERWISE
TYPICAL TRUSS END
ALL SPACING IS 24" O.C. EXCEPT AS SHOWN.
DO NOT CUT OR ALTER TRUSSES WITHOUT
AUTHOR12ATION FROM THIS OFFICE.
THIS OFFICE MUST BE NOTFlED WITHIN 10 DA75 OF SHIPMENT OF
ANY BROKEN COMPONENTS AND/OR MISSING PIECES.
NO BACKCHARCES W1LL BE HONORED.
WARNING
NNVFNTIDNAI FROM F}SDON 40^ PDR1ANa"T eflACWO IS NOT TIE fESIVN-
S�11Y Of THE TRUSS DLSGeER PLATE YMLSACIURER. m T=S FABIRG m PEm.OlS
IREcipG TRUi49 AIE CleilTGlFD rD - PR6£AWtUI —a fECMCIpG
I-- auaKa nml IS AVAn Relloao ro PR[Vv.T TavwY: AnD
DMM(pL Ot�IC QECII�t I00 POivavEYT L:tACpG 1Dllai YAY BE EfIDARED
DONS ig'ORACRtO
T�ASs:S Ct1MMNh' AW
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1R{I545 7NWl !lE NSTNIID p A SIRAIIM NID PfRRI POMMx. $IEAlNpO
rs AP?UD) pAECiLY TR 10P AROAA OOTTOY CMOrA4. .LIEN WALL eE BRACED
AS DETOL 1TTDA. E w BE NAI. xiiH
1✓FANN�1&E CME pARpO DTEcnaT ro nPElRtlr DANAEE Gi PDYRFAL pNRT.
NOTE
IT IS THE RESPONSIBUTY OF THE BUILDING DESIGNER OR
ARCMTECT TO PROVIDE AN APPROPRIATE CONNECTION FOR TRUSSES
TO SUPPORTING STRUCTURE PER REACTIONS SHOWN ON TRUSS
ENGINEERING. SPECIAL CONSIDERATIONS FOR MECHANICAL EQUIPMENT
AND/OR PLUMBING (AND THEIR CONNECTIONS)IN TRUSS SPACE
MUST BE DIAGRAMMED BY BUILDER ON APPROVED TRUSS LAYOUT
PRIOR 70 FASRICA71C4L
THIS COMPANY IS A TRUSS MANUFACTURER WHOSE
I I DISCLAIMS NTCA
RESPON'DIUIGNI ES UNITIU TU .HOSE ACCORDINGLY.
'OESIC N E ACCORD
THE CSTRUC
1 TIES O/OR THE CONSTRUCTION
CUMENT UABIUTY
ANY R A
ANY
DESIGN. DRAWINGS G T
URED B G 9E COMPANY.INSTALLATAND
BRACING OF TRUSSES NANUFACNREO BY THIS COMPANY.
EIRACIN. O F TRUST S MANUFACTURED
APPROVAL SIGNATURE
YOUR SIGNATURE WILL ACKNOY&MM-
1) AUTHORIZATION TO PROCEED WITH FABRICATION.
2) VERIFICATION OF ALL DIMENSIONS AND CONDITIONS.
INCLUDING WALL HDTF175, ROOF PITCH. HEEL HEIGHT,
OVTRHANGS, COUNGS ETC..
3) TRUSSES WILL BE MADE IN STRICT ACCORDANCE
WTH THIS TRUSS LAYOUT.
4) 1 HAVE READ AND UNDERSTAND ALL NOTES AND WARNINGS
ON THIS, PAGE AND AGREE TO BE BOND BY THEM.
SIGNED
TITLE
DATE
REQUESTED TRUSS SHIPMENT DATE
( ACTUAL TRUSS SHP DATE IS DAM ON OUR CURRENT DELIVERY S EDULE )
R
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COMPONENTS,
LLCC
19990 Independece Blvd. "�-"'
SRA
GROVELANO FL 34736
OFFICE 352-429-9429 ® CO PONEN
FAX: 352-429-7429 ,
E-MAIL• TrussPlent0roneycomponents.com
TT7 Horton
0105 Creekside
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