HomeMy WebLinkAboutTYPICAL TRUSS ENDW
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Aa
'4"
0' 8"
N 57'8u
6' 4"
M �I
BJ5A
BJ3A
HANGER SCHEDULE
TRUSS BEMING HECHT SCHEDULE
• UNLESS NOTED OTHERMSE
ALL HANGERS ARE USP'HUS2a'.
8'-8' ELEV.
ROD' TRUSS DESIGN 04TEMA
FLOOR TRUSS DESIGN CMR!A
LOLL 20 P. f.
T.CLL 40 pat
TCDL 7 P.I.
T.CDL 10 Paf
B.CDL 10 p.sf.
B.CDL 5 12
TOTAL 55 Psf.
TOTAL 37 P-L
_
DURATION FACTOR 1.25
DURATION FACTOR 1.00
WND STANDARD ASCE 7-10
FLOOR TRUSS MAY BE ADUUSIED
WIND TEED 160 m*x
2' FOR PLUMBING IF NESSARY
GLODDG DP09RE C
FLOOR TRUSS SPACING
BUL➢21G TYPE GOWn
2'-0* UNLESS NOTED
APPROVED TRUSS ANCHOR BY BUILDER
2X4 MINIMUM TOP AND BOTTOM CHORDS
PLUMB CUT OVERHANG
12
6 ppr--
4-3 16
HE
,d �� — 3"BRIG
UNLESS NOTED
OTHERWISE
TYPICAL TRUSS END
ALL SPACING IS 2e O.C. EXCEPT AS SHOWN.
DO NOT CUT OR ALTER TRUSSES VATHOLUT
AUTHCWZATION FROM THIS OFFICE.
THIS OFFICE MUST BE NOTIFIED WITHIN 10 DAYS OF SHIPMENT OF
ANY BROKEN COMPONENTS AND/CR MISSNG PIECES.
NO BACKOHARGES WALL BE HONORED.
WARNING
VOAF}mO1AL NWaIRL EIELTIOI PNRMAIDR B MOf RESPOI-
OR TIC
t.AX I+
CA
aellfT ff TIE VI A RE9 M N O NNAMiACRfRL G ,WR9 iAGN'AIGt Em]9NR
DaEC,Nc TMIRI ARE cwnNRED ro SDt 1- IDM{i IREDN,ma
D¢Nm elAom iNIG1 a Atun NmU1®ro vRnvo,v A10
AY
DOmroIG NIAWIc DEcnav: 1 RWN W NpAWG WNW AY NC
N SP£CNc AfE W 0�� vS.E 'alAmN tom 1INffi cGME]ITART AND
IECOovJOAROIS V.� -.�.1 NNI1 fUn,mN EIGWAl1Gl
F®9Gl HERE ND 9QAINIC
TIMnSS a1N1 NE 6 mToP N A SIRAIWi AIa PU11B
A{gED TUECR.T ro lOP ND/m wool alaRDs TIER GMLL NE 9UOD
A4 �1a) OI iNE a1OmED ®CIA IiNIS90 STILT eE NANGfD WO
Iswsaas uNE OAavG aELIQI ro EfE`.ENt oMIMi � EET6ilAi HART.
NOTE
R IS THE RESPONSIBILITY OF THE BUILDING DESGNER OR
ARCHITECT TO PROVIDE AN APPROPRIATE CONNECTION FOR TRU556
TO SUPPORTING STRUCTURE PER REACTIONS SHOM ON TRUSS
ENGINEERING. SPECIAL CONSIDERATIONS FGR MECHANICAL EQUIPMENT
ANO/Ot PLUMBING (AlD TIiEDi CONNECTIONS) IN TRUSS SPACE
MUST BE DIAGRAMMED BY BUILDER ON APPROVED TRUSS LAYOUT
BOOR TO FABRICATION.
THIS COMPANY IS A TRUSS MANUFACTURER MHOSE
RESPONSIBIURES ARE UNITED TO THOSE DESCRIBED IN WICA
1-1993 bESIGN RESPON9041TIE5. ACCODINGLY. IT DISCLAIMS
ANY RESPG19BIU1R5 AND/OR UIHUTY FOR THE CONSTRUCTION
DESIGN. DRAWNGS. DOCUMENTS INCLUDING THE NSTALIAII AM
SRACNG OF TRUSSES MANWACTURED BY THIS COMPANY.
APPROVAL SIGNATURE
YOUR SIGNATURE WILL ACNNO'MIDGE
1) AUTHORIZATION TO PRO® WITH FABRICATION.
2) VEDRCATIOM OF ALL DIMENSIONS AND CONDITIONS
INCWEDNC WALL HOGLTS. ROOF PITCH, HEEL HOGHT.
OVERHANGS. CERJNGS' ETC..
3) TRUSSES MILL BE MADE IN STRICT ACCORDANCE
YAIH THIS TRUSS LAYOUT.
4) 1 HAVE READ AND UNDERSTAND ALL NOTES AND WARNINGS
ON THIS PAGE AND AGREE TO BE BOUND BY THEM.
SIGNED
TITLE
DATE
REOUIESTED TRUSS SIIPMENT DATE
( ACTUAL TRUSS SHIP DATE IS RASED ON WR CL R DELIVERY SCI®LLE )
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COMPONENTS,
LLC
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RANEY
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352-427,429 ®CO POA� NEVI
FAX:CFFICF-*3
FAX: 352-429-7429�
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