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39'8"
12 4" c 1 o' _ 1 7'4't
HANGER SCHEDULE
TRUSS BEARING HEIGHT So®uLE
.. • UNLESS NOTED GTMWSE
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ALL HANGERS ARE LISP 'HUMP .
B'-8' ELEV.
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14' '4"
ROW IRUW OW G YER I Li SWISS ocsom D'✓ Tw -
T
T.CD.L .- 20 pat. .U1
p.ii TCD.L •'10 plat
B.CDL 10 Eaf. B.C.D.L. 5 ps6
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DURATION FAOOR �1.25af. DURATION FACR7R TOTAL 55 p1�00
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no SfAtDARO ASCE 4Lh. FLOOR TRUSS MAY BE ADJUSTO]
R91� 160 C.ph 2' FOR PLUMBING IF NE55ARY
3J1
Nr- 3
BUIUW FLOOR TRUSS SPACING
BINDING TYPE G°gD 2'-0' UNLESS NOTED
- =
JUN 16 2011
APPROVED TRUSS ANCHOR BY BUILDER
2X4 MINIMUM TOP AND BOTTOM CHORDS
J3
PLUMB CUT OVERHANG
12
J5
6
BY.
H 3 16
I7
,N V
_ 0 BRIG.
UNLESS NOTED
OTHERWISE
TYPICAL TRUSS END
ALL SPAQNG IS 24' O.C. EXCEPT AS SHOWN.
0 AWROVED AS NOTED
DO NOT OUT OR ALTER TRUSSES WITHOUTAPPMD
❑ REVISE & RESUBMIT 3 REJECTED / RESUBMIT
AUTHORIZATION FROM THIS OFFICE.
❑ NOT REVIEWED 0 FOR VM INFORRATiC^
THIS ST NOTIFIED "THIN 10 DAYS OF . T OF
11
Submittals are reviewed for conformance with design irlt nt
ANY BRFFICEUOKEN COMPONENTS AG/OR MISSING PIIECESHE
NO BACKCHARGES MALL BE HONORED.
and general compliance with the Contract Documents cr H:.
WARNING
Notations Do Not Au t>Qriza Chas to Ombact Sum.
D .T. RUMRI
Approval, comrnerrts
DFL9G .�,� PTR WEIR NAOq a NON, t�OP-
>raWrt OF TIE 1RIa f6"ER R.AX MNmFAC=E% a Tlms rARAGTGR. PDR5G6
DECRPm TRIaSE1 AIE aAURRwn TO — P-71C."NL MIMIC IEW�Ia
and/or corredtions dots ?A -I Iev ?'; :;
Contractor from ��.TrTmD}TpTTliance the Contract L� , ,
D� a el�c wa a Awn mnm ro na a r roPnra uo
aaMNanc DwRa E kL Gc A m iIR MND T HUOIC 4aDM YAT g R 9fED
with
"""Yt. t Dmirrents: '. 2
Contractor is responsible for confirming and Correll ... - '
ro� a� r` m•EMTARr Alm
R 643 9 YL
, t
quantities, dimensions tolerances, clearances, fa15:;, �€+N,•
a r6GNID N A SmN NT A m RIAm wsRaN T4R E ND sEA, Mm
D ApRID pEeRLT ro TOP NDMUn tmna calms lIlT e0N1 s WUGD
� � aN,ND aa� D9GL
processes, techniques and sequenoes of C struct.:-:
TRcm sMNLa xunEn TPfll
compatibility of rriaferials and methods, r,xiat Its Or titer 5
NOTE
work with other trades and subcontractors, rformanc� H:.(
'i;RE Da FOR
work in a manner and f Uli ComaI IE`ti {Cl:
TAUSgS
TO SUPPORTING DIVIDE RE PEIH REACTIONS SHOWN ON TRUSS
QIGNEETeNG
{,,,(,,S,a{fe,,�anFti�.sat�isfactory
with the Core LJ{AqH ts,
SPEGAL CONSDTRAnONS FG2 MEOHNACAL EQUIPMENT
ANO/OR PLUMBING (AND THEIR CONNECTIONS) IN TRUSS SPACE
MAY 6 2011
MUST BE DIAGRAMMED BY BUDDER ON APPROVED TRUSS LAYOUT
PRIOR TO FAeBGAn aN.
THIS COMPANY
OAE fUWNEER
R5PW9BUTIESUYDN0TDEM IN WICA
DATE
DATE ..'RE�E" BY
. '
1-18/S DESGi RESPONSBIInES'. ACCOFdVNGLY, R DISCLAIMS
ANY RF�ONS1Al1TIE5 AND/Gi UA9UTY FIR THE CONSTRICTION
DESIGN, DRAMNCS, DOCUMENTS INCLUDING THE INSTALLATION AND
BRACING OF TRUSSES MANUFACTURED BY THIS COMPANY.
k13• DEMO OR04P
APPROVAL SIGNATURE
YOUR SIGNATURE 11i ACKNO"mck-:
1) AUTHORIZATION TO PROCEED YATIR FABRICATION.
2) VERIFICATION OF ALL DRTNSCNS AND CONDTIONS.
INCLUDING WALL NEIGHS. ROOF PITCH. HFFL HEIGHT,
OVERHANGS. CEIUNCS ETC -
TRUSSES MLL BE MADE IN STRICT ACCORDANCE
VAIN THIS TRUSS LAYOUT.
4) I HAVE READ AND UNDERSTAND ALL NOTES AND WARNINGS
ON THIS PACE AND AGREE TO BE BMW BY THEM.
SIGNED
TITLE
DATE
REQUESTED TRUSS S/PLRNT DATE
( ACTUAL TRUSS SHIP DATE Ism. ON 0. OM91T DELIVERY SCIEDOE )
R
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12
RANEY
COMPONENTS,
LLC
ice Blvd. j
9-9429 ® COMPONENTS
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