HomeMy WebLinkAboutTruss DrawingHautch Legen •
8'-1" AsFsF
TRUSS END DETAIL
19
2820 Kirby Cir. NE, Palm Bay, A. 32905
Phone: ( 321 ) 409-9800 Fax: ( 321 ) 409-9803
P *Signature ofthisdocument acknowedges that the client has reviewedthis truss placement diagram
in its entirety and is in agreement with the following items, including but not hnrfted to:
A.) The client is responsibleto verify the accuracy of information submitted for use in design,
fabrlcatiogandscheduling. Any labor,material, or time delay Incurred from inadequateor incorrect
information supplied from the client will be at the client's expense.
B.) Design Criteria: The client admowledges that the truss design ttheria noted on this truss
placement diagram meets or exceeds the design criteria specified by the building designer, engineer of
record, and local and state building requirements.
C,) falarl and Delivery: One approved true placement diagram must be returned to the truss
manufacturer before fabrication and delivery will be scheduled. his the client's responsibility to
coordinates livery dateswith the true manufacturer. The client shall provide a marked location for
delivery, which must be accessible, level, and clear of material and debris; in lieu of this, trusses will be
delivered in the best available location atoureirwersdiscretion. care and handling of the trusses
J following dilvery is the responsibility of the client
a
0 D.i Installation & Bracing: B(51200g (Bullding Component Safety Information) wrCA /TPI
aguidelines shall be followed when handling, installing, and baucingtrusses. Tempararyand/or
Qpermanent causing and blocking is not included in the buss package. Trussesshallbebncedta
f— prevent rotation and provide lateral stability in accordance with the requirements specified In the
z construction doeumentsforthe building and can the individual toss design drawings. Theoverall
W stability of the truss systems; the responsibility of the building designer.
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E.) Field framinga.)Trey ceilings and other ceiling transitions may require field naming by others.
2.) Ceiling drops and valleys not shown are w be field framed by others. 3.) Overhangs maybe over
length-cutto Rtinfield. Overhangs are 2x4 or 2x6-no blockingis applied. Cornerjacks will be
square cut and hip jacks will be double beveled.
F.) Repairs: Truss related problems are b be reported to the truss manufacturer ASAP, preferably
inwriting. DO NOT CUTAW TRUSSES before waylacting the truss manufacturer with specifics of the
problem. Any field mceifcatims made without an engineered repair drawing will be the responsibility
of the client. No back charges or crane charges of any kindwill be accpeted, unless specifically
approved in writing by the truss manufacturers management
G.) This Truss placement diagram was rmtneafed by an engineer, rather by Tibbetts Lumber Co.
LLCstaff, and is pumlyto be used asan installation guideand does not requirea seal. Trussdelsgn
analysis are on the Truss Design Drawings which may be sealed by the Truss Design Engineer.
Roof Load, SHINGLE
37ff psf, 20 TCLL, 07 TCDL, 00 SCLL, 10 BCDL; Our,: 1.25
Building Code FBC 2014 Mean Hgt. 15
ASCE 7-10 RISK CAT. : II
TPI 1-2007 Importance Factor : 1.0
Truss Design C & C Enclosure Enclosed
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Uplift Cale. MWFRS Entry Exposed to wind
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Wind Speed : 160 mph US Lanai : Exposed to wind
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ROOF CRITERIA
FLOOR CRITERIA
a
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T.C. Pitch 6112
B.C. Pitch 3/12
Depth N/A
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T.C. Size 2x4
Spacing NIA
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Heel Hgt. 2x4
f-
Bearing VARIES
Cantilever N/A
Vapor barrier fieldperseena Flom concrete by others
Floor trusses bald back 3f4" at exterior tr wails,
Overhang 16"
clods Odby � floorii uses aro d pplu�re aunoteaanara.
Spacing 24" o.c.
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TYP. RF HNG THD26 UNLESS NOTED
A THD26 = 1 QTY
B THD26-2
C THDH26-2
D THDH26-
E THD28
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NOTED
THD46
N
THD48
O
THDH48
1M
P
THDH410
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x
CONNECTION BY OTHERS
Install hangers per manufacturer's guidelines. All connectors and fie downs other then truss to girder
truss are to ere spedfied and supplied by otrara.
Approved by:
Desired delivery date:
Approval Date.
Reaction
Uplift
Reaction
Uplift
Reaction
Uplift
xx
xx
7
xx
xx
13
xx
xx
a xx
xx
8
xx
xx
1
xx
xx
xx
xx
9
xx
xx
15
xx
xx
xx
xx
10
xx
xx
16
xx
xx
xx
xx
11
xx
xx
17
xx
xx
xx
xx
12
xx
xx
8
xx
xx
x
Only points listed above have reaction > 5000 or Uplift > 1000
Values shown on sealed design drawings supersede the above
Client: AMERON HOMES
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w Project : AIG RES
U Address: 6104 E, SEMINOLE ROAD - FORT PIERCE - ST LUCIE CO
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er
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D
ate
e: 06/02/17 Designer: JL
Project: #504491