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REVIEWED . ® REVIEWED ASNOTED
❑ REVISE & RESUBMIT ❑ REJECTED / RESUBMIT
0 NOT REVIEWED ❑ FOR YOUR INFORMATION
Submittals are revietived for conformance with design intent
and eneral`Noicom Plus
the Contract Documents only.
Notations Do u`fhorize Changes to Contract Sum.
Approval, comments and/or corng tiQQn�s does not relieve the
on ractor from compliance with & Contract Documents. The
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GER SCH'17DULE-
TRUSS BEARING HEIGHT SCHEDULE
UNLESS NOTED O144i"SE
HANGBM ARE Us'HUSD3'.
I
I� 8'-8" ELEV.
ll TRUSS DISa aaw"
nm+ TRUSS Dinar D4TBRA
U1 20 Ps,t
LOLL 40 PCDL
7 p.nt
LC.0.L 10 P.st
D.L 10 P•aL
B.C))L 5 P.L
TOTAL 55 P....
TAL 37 P.R.T.
RATION FACTOR 1.25
DURATION FACRM 1.00
STANDARD ASCE 7-10
FLOOR TRUSS MAY BE ADJUSTED
53M 160 n,4 Ik
2' FOR PLUMBING IF NESSARY
M DIPOM C
FLOOR TRUSS SPACING
WG T� .
UNLESS NOTED
APPROVED TRUSS ANCHOR BY BUILDER
2X4 MINIMUM TOP AND BOTTOM CHORDS
PLUMB CUT OVERHANG
12
6
4-3 16
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UNLESS N01M
OTHERWISE
TYPICAL TRUSS END
ALL SPACING IS 2e 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
DVNIanIaaL a— aIILIg1 AIO�ER PaLIMi]. BOR 6 Nal',fE RE4W-
�IR 6 i1E INNS 690[Ti. MTE YAMFACIIWEW, ai iRVSS FAHA'AIOI f4R501S
DERI'c TRa® ARE clunaEn To sEx gaOES9vHM. ADWQ lecumnc
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Rrwmva,: TAIE aARNo DET:naN ro FIE\ORT pWAQ m POuaNAt NENW
N OTE
IT IS THE RBSAONSMITY OF THE BUILDING DESIGNER OR
ARCHITECT TO PROWDE AN APPROPRIATE CONNECTION FOR TRUSSES
TO SUPPORTING STRUCTURE PER REACTIONS SHOWN ON TRUSS
MECHANICAL CONSIDERATIONS FOR
AND/C0. PLUMBING (AND 7Nf7R COHNECIIONS) TRUSS SPACEMEN
MUST BE DIAGRALI ND BY BUILDER ON APPROVE] TRUSS LAYOUT
PRIOR TO FABRICATION.
THIS COMPANY IS A TRUSS MANUFACTURER WHOSE
RESPCN99LRIES ARUNITED
TED TO THOSE DESCRIBED IN CA
I_jM 'DESGN RFSPONSIHLITES'. ACCORDINGLY, R DISCLAIMS
ANY FEWMGM7ES AND/CR LIABILITY FOR THE CONSTRUCTION
DESIGN. DRAWINGS. DOCUM WCUUDWG IKE INSTALLATION AND
BRACING OF TRUSSES MANUFACTURED BY THIS COMPANY.
APPROVAL SIGNATURE
YOUR SIGNATURE WILL ACIOIOMEDGE.
1) AUTHORIZATION TO PRO® VAIN FABRICATION.
U) VERFICATION OF ALL DDER9ONS AND CONDITIONS
INMUDOIG WALL HEIGHTS. ROOF PITON, HEEL HEIGHT.
OVEF HANCS, CEILINGS. ETC.
3) TRUSSES WILL BE MADE W STRICT ACCORDANCE
W! INS TRUSS LAYOUT.
4) 1 HAVE READ AND IU40MAND ALL NOTES AND WARNINGS
ON THIS PAGE AND AGREE TO BE BOUND BY THEM.
SIGNED
TmE
DATE
REOUESTFD TRUSS SHIPMENT DATE
( ACUAL TRUSS SHE DATE 15 BASED ON OUR OIIRNNT DEUVERY SCIMM >
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COMPONENTS,
LLCC
19990 Ind aceBlvd. '^`
GROVELAND n 34736 RANEY
OFFICE: 352-429-9429 ® C0- PONEN
FAX, 352-429-7429
E—MAIL- TtuaaPlantCYaneyaamponenta.00m
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Lo'13 Creekside
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