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tAPPROVED N ❑ APPROVED AS NOTED
REVISE & RESUB IITT ❑REJECTED / RESUBMk
NOT REVIEWED ❑ FOR YOUR INFORMAT
bmittals are revie ed for conformance with design ig
and general complia ce Nth the Contract Documents c
Notations Do Not Auth ize Changes to Contract Sum.
Approval, comments and/ r corredtions does not relievd
Contractor from comp ante I h the Contract Documents.
Contractor is responsible for confirming and correlating
quanti.ties, dimensions, tolerances, clearances, fabric
processes, techniques and sequen s of construct
compatibility of materials and met s, c rdin tion of
work with other trades and subc
work in a safe and satisfactory er and or co li
�n1a 2017 ts.
p REVIEW
A.B. DES GU /
DEC 2 ? 2017
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SCANNED
BY
ST LUCID MI INTY
Owl
HANGER SCHEDULE
TRDSs BEARING HEIGHT SCHEDULE
N01FD OTHERWISE
AlUNLESS
LL HANGERS ARE USP 'HUS26 .
a._an ELEV.
R muss Osa CEIEIM
nna TdiS OE9 Cmwu
LOLL 20 Paf.
T.C.I.L. 40 paf.
T.COL 7 Pat
TCD.L 10 paC
&COL 10 Psf.
B.C.D.L. 5 Pat
TOTAL 55 Pat
TOTAL 37 Pat.
DURATION FACTOR 1.25
DURA11ON FACTOR 1.00
WIND STANDARD ASCE 7-10
FLOOR TRUSS MAY BE ADJUSTED
WIND SI® 160 M.Ph
2' FOR PLUMBING IF NESSARY
BUILD24G EXPOSURE C
FLOOR TRUSS SPACING
BUILDING TYPE
2'-0' UNLESS NOTED
APPROVED TRUSS ANCHOR BY BUILDER
2X4 MINIMUM TOP AND BOTTOM CHORDS
PLUMB CUT OVERHANG
12
6
4-3 16
HE
$n
1' — 01' BIG.
UNLESS NOTED
OTHERWISE
TYPICAL TRUSS END
ALL SPACING IS 24' O.G 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
mOONDaAt mMINc GEs,IaN Alma P,aIArENr INAONG B Nor 11E
5®fGT (111E T819 R90EI. RAT: YNOiACMpt a TM55 FAGaGIGt TIDES
Tw54! Ala: WNaGNT ro SEDL Pf�nIIN. ADWa R[wm,Na
ETmcnro
odTON NIAAac Ina a AuuTe Nlmnm ro vle�ar TaRre AGO
G0.1lWN lAtWC DhT.'i1Oh AM PfRMNFIIi BxAQ,G WYa WT E �
9W10 1)01ffi AIO
N SR:a1C ARV41NN5 SFE .® O.iNTAnT
R64WD]0A1101Y (BC9-Ml Nii NAMA KIIWIIa.
te1E
m. �9 91NL ESE MSTMIID N A SIRNOIT NO PWYe R1911(R Me 96ATW
G ARTID GNNacGLY ro to AioNvn eanoN aalloe. nc. a., a a+AOsn
u scaTm a TIE FTIVNmSD ®a. Hays STINT a xAlmm .Tx
rusGNAae rx¢ Gumw G¢T:na ro PRTENT OwAa a POTSaN. nun.
NOTE
IT IS THE RESPONSIBIUTY OF THE BUILDING DESIGNER OR
ARCHITECT TO PROVIDE AN APPROPRIATE CONNECTION FOR TRUSSES
TO SUPPORTING STRUCTURE PER REACTIONS SHOWN ON TRUSS
FOR MECHANICAL EDUCPMENT
NPLUM�a�
µDIG THEEDIRRCCOIBEC IONS) IN TRUSS SPA
AND
NUST DIAGRAMMED BY SURDER ON APPROVED TRUSS LAYOUT
PRIOR TO FABRICATION.
THIS COMPANY IS A TRUSS MANUFACTURER WHOSE
RESPONSIBILITIES ARE LOAM TO THOSE OFSOI® IN WICA
1-1975 'DESIGN RESPONS9WUTES'. AOCOmINO.Y. R DISCLAIMS
ANY RESPONS®UTM AND/OR UA9GTY FUN THE caNSRI1C11ON
DESIGN, DRAWINGS DOCUMENTS INCL AXNG THE INSTALLATION AND
BRACING OF TRUSSES MANWACTURED BY THIS COMPANY.
APPROVAL SIGNATURE
YOUR SIGNATURE WILL ACKNOWG EDGE•
1) AUIHC1IU7ION TO PROCEED VAIN FABRICATOR.
2) VERIFICATION OF ALL DIMENSIONS AND CONDITIONS
INCLUDING WALL HEIGHTS, ROOF PTOf, KEEL HEIGHT.
OVERHANG% CEILINGS, EIC.
3) TRUSSES WILL BE MADE IN STRICT ACCCFWANCE
WHIN THIS TRUSS LAYOUT.
4) 1 HAVE READ AND UNDERSTAND ALL NOTES AND WARNINGS
ON THIS PAGE AND AGREE TO BE BOND BY THEM.
SIDED
TITLE
DATE
REQUESTED TRUSS SHIPMENT DATE
( ACTUAL TRUSS S7@ DATE IS BASED ON OR CURIUM DEIAERY SCHEXU )
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COMPONENTS,
LLC
19990 Independece BMW.
GROVELANo FL 34736 RA" NEY
OFFICE: 352-429-9429 ® CO POM NENJS
FAX- 352-429-7429 ,�O'
E-MAIL• T}uasPlGntWGneycanpOnentaeom
57 Horton
LLofGT/RN W
136 Creekside
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