HomeMy WebLinkAboutTruss Drawing31' 11"
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2 /16"
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TRUSS END DETAIL
PLUN
6 3/16"
HEEL HEIGHT
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10'-0"
AFF
12'-0"
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13'-0"
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LUMBER COei
2620 Kirby Cir_ NE, Palm Bay, FI. 3: Y05
Phone: ( 321 ) 409-9800 Fax ( 321 ) 409J803
Signature of this document acknowedges that the client has reviewed this truss placement diagram.
in its entirety and is in agreement with thefollowing. items, Including but not limited "tor.
A) The client is responsible to verify the accuracy of information submitted for use in design,
fabrication,: and scheduling Any labor,material, or time delay incurred from inadequate or incorrect
information supplied from the client will beat the clients expense.
B,) Design Criteria The client acknowledges that the tmss design criteria rioted on this truss
placement diagrammeets or exceeds the design criteria specified bythebuilding designer, engineer of
record, and local and state building' requirements.,
C.) ..Fabrication and Delivery: One approved truss placement diagram must be returned to the truss
manufacturer before fabrication and delivery will besscheduled. It is the client's responsibility to
coordinate delivery dates with the truss manufacturer, The client shall provide a marked location'. for
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delivery; which must be accessible, level, and clear of material and debris; in lieu of this, trusses will beS
delivered in the best available location at our driver's discretion. Care and handling of the trusses
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following dilvery is the responsibiltyof the client.
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D.) Installation & Bracing: BCSI.2008 ( Building Component: Safety Information ) WTCA /TPI
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guidelines shallbe followed when handling, installing, and bracing trusses. Temporaryand f or.
permanent bracing and blocking is notincluded inthe truss package. Trusses shall be braced to-
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rotation and provide lateral Stability in accordance with the requirements specified in the
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construction documents for the building and on the individual truss design drawings. Theoverall.
stability of the truss system is the responsibility of the building designer,.
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F.) Field Framing 1.) Tray ceilings and other ceiling transitions may require field framing by others.
2) Ceiling drops and valleys not shown are to be Field framed by others. 3.) Overhangs maybe over
length cut to fit infield.. Overhangs are 2x4 or 2x6 no blocking Is applied. Corner jacks will be
square cut and hip lacks will be double beveled
f) Repairs: Truss related problems are to. be reported to the truss manufacturer ASAP, preferably
in writing. DO NOTCUT ANY TRUSSES before contacting the truss manufacturer with specifics of the
problem. Any field modificationsmade without an engineeredrepair drawingwill he the responsibility
of the client. No backcharges or crane chargesof any kindwdl be acepeted, unless specifically
approved in wntmgby the truss manufacturer's management.
G,) This Truss Placement diagramwas not created by anengipeer, rather byTibbetts Lumber Co.
CLCstaff, and Is purely to be used as an installation guide and does not require seal Truss deisgn
analysis are on the, Truss Design Drawings which may be sealed by the Truss Design Engineer,
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Roof Load,
37# psf, 20 TCLL, 7 TCDL, 0 BCLL, 10 BCDL, Dur.: 1.25
Design checked for 10 psf non -concurrent LL on BC.
Floor Load,
55# psf; 40 TCLL, 10 TCDL, 0 BCLL, 5 BCDL; Dur.. 1.00
Design checked for 10 psf non -concurrent LL on BC.
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Mitek Engineering 8.5
Exposure C
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Building Code FBC 2020 Mean Hgt. 15'
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ASCE 7-16 Bldg. Cat. II
TPI 1-2014 Importance Factor II
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Truss Design C & C Enclosure Enclosed
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Uplift Calc. MWFRS Entry Exposed to Wind
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Wind Speed : 170 mph US Lanai Exposed to Wind
ROOF CRITERIA
FLOOR CRITERIA
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T.C. Pitch 5 / 12
Depth ...
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B.C. Pitch ! 12
Spacing 24"
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T.G. Size 2X4
Heel Hgt. 10"
Vapor barrier between floor & concrete
Bearing BLOCK
by others.
Floor trusses held back 3/4" at exterior
Cantilever
walls,
Overhang 24"
block & fill by others. Blocking for
Spacing 24" o.c.
vertical load transfer by others.
Odd space floor trusses around
plumbing as noted
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Approved by: `
Desired delivery date: P aLL
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Approval Date: �EgUp
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Date, Initials, Description
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Client
Alpha Design
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Project
Address:
3707 tanager pl_, Ft_ Pierce
Date :
1/4/2022
Designer :
PAT
Project # 510897