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potations Do Not Aathori gh n
"9nS , crmtnants and/or corrections does not reG%WillAVe the
ctor from compliance truth the Contract Documents. Tl1e
ctor is responsible for. confirming and correlating all
Quantities, dimensions, tleerances, clearances. fabricationgall
messes, techniques and ,
compatibit of materials and gmatt. -is of co
work with other trade., and subcontracroo�ahR�F s, ii�ir
work in a sak---nd satisf *[Y manner and nil fgr
wD�CContract Documents, !i :bG r) hwu
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DATE
.�, R DESIGN C ?Oul, IEVII b BY
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HANGER SCHEDULE
TRUSS BEARING HEIGHT SCHEDULE
NOTED OTHERWISE
AlUNLESS
LL HARGERS ARE USP 'HUS2B•.
8'-8" ELEV.
0 HUS28
® B'-B" Int Brg
OMSH4u
ROOF TRITE DESIGN OBRIIDA
HDGt TRUSS DESIGN CRITERIA
TOLL 20 p.st.
T.GLL 40 Pat.
T.C.D.L. 7 p.et.
TCDL 10 -1
B.C.DL 10 Pat
B.C.D.I. 5 11L
TOTAL 55 P,Lt
TOTAL 37 p..E
DURATION FACTOR 1.25
DURATION FACTOR 1.DO
WIND STANDARD ASCE 7-10
FLOOR TRUSS MAY BE ADJUSTED
WIND SPEED 160 M.P.IL
2' FOR PLUMBING IF NESSARY
BUDDDIG EXPOSURE C
FLOOR TRUSS SPACING
BUILDING TYPE —
1 2•-0' UNLESS NOTED
APPROVED TRUSS ANCHOR BY BUILDER
2X4 MINIMUM TOP AND BOTTOM CHORDS
PLUMB CUT OVERHANG
12
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3�
HEEL18"
ttL
8„
1' — 0" BRIG.
UNLESS NOTED
OTHER%MSE
TYPICAL TRUSS END
ALL SPACING IS 24' O.C. EXCEPT AS SHOWN.
DO NOT CUT OR ALTER TRUSSES WITHOUT
AUTHDRIZATION 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
mXVDfB(MAL fRAMHO. DIEGRON A PERMANENT NOT TILE RESPE
aeu7rc K THE 1W155 OE9GIERJ PlA1C MANDFAGNRER 0A TRIES iA9RICATdE PDlWNS
X . OR TR S
a1ECINC WUSSFS APE CADRGNED TD EfF1E PRG'SRai4l ADVI[E RLTJADIND
DIECIIDN IRAONO 111D]I LS ALWAAS PEWEUD ro PAEYENi TOPPDND ANO
OOIPnOlO DURWD DOLT1a4 AAD PD01NiEMT fANAb fAIIGI WT BE RfdIE9
N SPFLWC APPIYiAWDAS SFD 9M�ID RCCO 1AU55k5 NWFNfAR1' AND
IRI.WIOIDIJnq C (BG9-DI) itli nIX1NFA .F>7iWT01L '
ffi ....,J BC .atAl1ID srpuplf
q A AtG
Is APHID Iwacnr TO 1oP AID/a eDIIGI ao par sD+1 eE enActn
As I—E G1 TIE da,®FD OI TO T D— SNAIL E xANDEm 1ATx
ffft4UlABIE CATS WWN6 EAECRW ro PREVENT DAMAtE OR PERSDIIAL LNJURY.
NOTE
IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER OR
ARCHITECT TO PROVIDE AN APPROPRIATE CONNECTION FOR TRUSSES
TO SUPPORTING STRUCTURE PER REACTIONS SHOWN ON TRUSS
ENGNEERNM SPECIAL CONSIDERATIONS FOR MECHANICAL EOUPMENT
AND/OR PLUMBING (AND THEIR CONNECTIONS) IN TRUSS SPACE
MUST BE DIAGRAMMED BY BUILDER ON APPROVED TRUSS LAYOUT
PRIOR TO FABRICATION.
THIS COMPANY IS A TRUSS MANUFACTURER WHOSE
RESPONS®MITIES ARE UMI7ED TO THOSE DESCRIBED IN TOCA
1-1995 'DESIGN RESPONSIBILI . ACCORDINGLY, R DISCLAIMS
ANY RESPONSIBRIRES AND/OR LIABILITY FOR THE CONSTRUCTION
DESIGN. DRAWINGS. DOCUMENTS INCLUDING THE INSTALLATION AND
BRACING OF TRUSSES MANUFACTURED BY THIS COMPANY.
APPROVAL SIGNATURE
YOUR SIGNATURE WILL ACI(NOWIIDGE
1) AUIHORRA710N TO PROCEED WITH FABRICATION.
2) vmnCATION OF ALL DIMENSIONS AND CONDITIONS
INCLUDING WALL HEGOS, ROOF PITCH, HEEL HEIGHT,
OVERHANGS, CEILINGS, ETL
3) TRUSSES WILL BE MADE IN STRICT ACCORDANCE
WITH THIS TRUSS LAYOUT.
4)I HAVE READ AND UNDERSTAND ALL N07ES AND WARNINGS
ON THIS PACE AND AGREE TO BE BOUND BY THEM.
SIGNED
TITLE
DATE
REQUESTED TRUSS SHIPMENT DATE
( ACTUAL TRUSS SIP DATE IS BASED ON OUR CURRENT DELIVERY SCHEDULE )
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COMPONENTS,
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19990 Independece Blvd.
CROVELAND FL 34735 RANEY
OFFICE: 352-42® CO POIvJ NENJS
FAX: 352-429-74299429J'
E—MAIL:* TrussPlantOraneycomponents.com
Ur Horton
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Lo - 86 Creekside
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