HomeMy WebLinkAboutTypical Truss36'811
15'7" 11 -10'
A �
4BJ1
4BJ1
00
CIE
3
4L2
r
T1
CCrt
FT4
2
FT3
2'
2'
2'
2'
2'
FT2
2'
2'
2'
—
1,12
2„
8'
16'
00
DO
1
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FT7 0
FTGl
00
.- FT152 to
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QT
N
OD
N
N
CV
FT12
2'4
—4"
12'
cV
_
0
N
N
N
CV
TI
N
N
6'4"
N
N
N
FT10
15'
21'8"
tJ REVI WED ❑ REVIEWED AS NOTED
® REVI E & RESUBMIT. ❑ REJECTED / RESUBMIT
0 NOTEVIEWED ® FOR YOUR INFORMATION
Sub are reviewed. for conformance_ with design intent
and general � compliance with the Contract Documents only.
Notations Do Not Authorize Changes to Contract Sum.
Approval, comments and/or corrections does not relieve the
Contractor from compliance with the Contract Documents. The
Contractor is responsible for confirming and correlating all
quantities, dimensions, tolerances, clearances, fabrication
processes, techniques and sequences of construction,
compatibility of materials and materials coordination their
work with other t+e��;§,
10
work in a safe and satisfactory manner and for mpliance
with the Contract Documents
AUG 11 2017
DATE A B DESIGN! GROUP tlEOED BY
D
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36'8"
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IV02
MV01
B01GB 1
—21'8"
D
0
4`
BJ1
HANGER SCHEDULE
TRUSS BEARNG HEIGHT s
NOTED OTHERWISE
Al:UNLESS
L HANGERS ARE USP •INS29•.
a' -a' ELEV.
Q Huse OB NSH422
® 8'-6' Int erg
® ta'-I 7/9' ELEV.
ROaF TIMS OEM Q41Da11
T.C.L.I. 20 Psf.
MDa ,BUSS IL9a GMIFTdA
T.C.L.L. 40 Psf.
TOOL 7 p.Wf.
LCDL 10 Psf.
B.CDL 10 psf.
B.CDL 5 Psf.
TOTAL 55 p4t
TOTAL 37 Psf.
DURATION FACTOI 1.25
DURATION FACTOR 1.00
W81 STANDARD ASCE 7-10
FLOOR TRUSS MAY BE ADJUSTED
Will]) �® 160 MALh.
2' FOR PLUMBING IF NESSARY
BUADNG EQ1OSUFE C
FLOOR TRUSS SPACING
BIAIDING TYPE o�
2'-0' UNLESS NOTED
APPROVED TRUSS ANCHOR BY BUILDER
2X4 MINIMUM TOP AND BOTTOM CHORDS
PLUMB CUT OVERHANG
12
6 �
4-3 T6
HE
8"
0' BRG.
UNLESS NOTED
OTHER%MSE
TYPICAL TRUSS END
ALL SPACING IS 24' O.C. EXCEPT AS SHOWN.
DO NOT CUT OR ALTER TRUSSES WITHOUT
AUTHORIZATION FROM THIS OFFICE
THIS OFFICE MUST BE NOTIFIED WITHIN 10 DAIS OF SHIPMENT OF
ANY BROKEN COMPONENTS AND/OR MISSING PIECES
NO BACKCHARC'ES MIL BE HONORED.
WARNING
aawaoan FRA1oY flat,TaMl A10,IIT WEWINdi IAAOAC a Nar TIE IaSVF
9ONR O M 1HI4 OFSbi1G M1E Y/JII;AGIIII<Qi 11M.S iA9iGNt fIXSaa
DaCTNa nNr'43 Ala WOn®m SFIX PRO69aln ADYGE RCATA1aa
DetTAOT sows Was D Awn lewrm m PICT0IT TOPWIC A10
o want amp amlae ra cEm�wunr enAaro saa wr ec laaoan
N Ti[tala AiRIG11V6 9l: 9UaW YC11 116633 mAFI1TAM A10
IiE.IDWEIATA1alS (eo-ell FnN ftnTIDR rsaaunoL
1PU556 SITYL E NSMIIDa N A S➢Wai AtO PDRa RinOA Ama Na 9QADDA3
a APPIID aKCn.T ro TOP AIeAR BDT1aT calms nET swL fE DRALED
A9 S'E@® OI TIME tNQEIIF9 ®QI. 1W1ffiSS 91N1 6C HN�OIID YiH
IavauaE GNa wmm Darns ro PTEYFNT pMIAtF a Pavan wm.
N OTE
IT IS IRE RESPONSTBUTY OF THE BUILDING DESIGNER OR
ARCINITECT TO PROVIDE AN APPROPMATE CONNECTION FOR TRUSSES
TO SUPPORTING STRICTURE PER REACTIONS SHOWN ON TRUSS
ENGINEDOM SPECIAL CONSIDERATIONS FOR MECHANICAL EQUIPMENT
ANDIOR PLUMEQNG (AND THEIR CONNECTIONS) w TRUSS SPACE
MUST BE DIAGRAMMED BY BUILDER ON APPROVED TRUSS LAYOUT
PMQT TO FABMCATIOL
TMS COMPANY IS A MANUFACTURER
FEFLIMIT CRIBS
1-113919DIUTI6 ARE LIMITED 10 7HDEE RDI DESCRIBED I w WTCA
'DESIGNI:E DISOAMS
ANY RE
ANY R. ANTI/CIS LITYACCFOR THE CONSTRUCTION
S ANDI R LIABILITY FOR THE
DRAWINGS. INCLUDING AMU]
TAUADESIGNN
O F TRUSSES
BRACING WMANUIF 5 UREDBY THE INSCOMPANY.
BRACNG OF TRUSSES YANLFACNTiFD BY 7M5 CO�ANY.
APPROVAL SIGNATURE
YOUR S GNiTURE WALL A KNOWFDOE:
1) AUTHQa7ATIOR TO PROCEED WATH FABIUCA710K
2) VEIDFTCATION OF ALL DIMENSIONS AND CONDT IONS,
INCLUDING WALL HEIGHTS, ROOF PITON. HEEL HEIGHT.
OVEMUNGS. CEUNGS, ETC.
3) TRUSSES WILL BE MADE IN SiMCT ACCORDANCE
WI7H THIS TRUSS LAYOUT.
4)1 HAVE READ AND UNDERSTAND ALL NOTES AND WARNINGS
ON INS PAGE AND AGREE TO BE BOUND BY THEM.
9QIED
TITLE
DATE
REQUESTED TRUSS SHIPMENT DATE
( ACTUAL TRUSS SHOP DATE IS BASED ON OUR OamOIT OE SKRT SCHEME )
R
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19990 Indyendeee BOW.
GROVELAND FL 34736 RA" NEY
OFFICE 352-429-9429 ® CO PONEN
FAX: 352-429-7429
E-MAIL• TmssPIcnt®raneycompanents.Gom
Horton
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Lo : 122 Creekside
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