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TYPICAL CORNER SETT DIM'S
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ODD SPACE
Hatch Legend
T.O.B. @ 8' A.F.F.
2:12 VAULTED CEILING
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i 121 VIN1111 Fli"Mil'
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2820 Kirby Cir. NE, Palm Bay, FI. 32905
Phone: ( 321 ) 409-9800 Fax: ( 321 ) 409-9803
*'• Signature of this document acknowedges that the client has reviewed this truss placement diagram
in its entirety and is in agreement with the following items, including but not limited to:
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 truss design criteria 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.
q Fabrication and Delivery: One approved truss placement diagram must be returned to the truss
manufacturer before fabrication and delivery will be sscheduled. It is the client's responsibility to
coordinate delivery dates with the truss manufacturer. The client shall provide a marked location for
delivery, which must be accessible, level, and dear of material and debris; in lieu of this, trusses will be
delivered in the best available motion at our driver's discretion. Care and handling othee trusses
--r following dilvery is the resporuibilty of the client
0 D.) Installation & Bracing: BfSI 2009 ( Building Component Safety Information ) WTCA JTPI
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d guidelines shall be followed when handling; installing, and bracing trusses. Temporaryand Jor
a permanent bracing and blocking is not included in the buss package. Trusses shall be braced to
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prevent rotation and provide lateral stability in accordance with the requirements specified in the
Z construction documents for the buildmg and an the individual truss design drawings. The overa ll
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J stability of the truss system is the responsibility of the building designer.
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E.) Reid Framing. 1) Tray ceilings and other ceiling transitions may require field fram I ng by others.
2J Ceiling drops and valleys rot shown are to be Reid framed by others. 3.) Overhangs maybe over
length - cut to fit in fx & Overhangs are 2x4 or 2x6 -no blocking is applied. Comer jacks will be
square cut and hip jacks will be double beveled.
F.) Repairs: Truss related problems are to be reported to the truss manufacturer ASAP, preferably
in writi nA;. DO NOT CUT ANY TItL155E5 before contacting the truss manufacturer with specifics of the
problem. Any field modifications made without an engineered repair drawing will be the responsibility
of the client. No back charges or crane charges of any kindwill be aocpeted, unless specifically
approved in writmn l by the truss manufactwer's management.
G.) This Truss Placement diagram was not created by an engineer, rather byTibbetts Lumber Co.
LLC staff, and is purely to be used as an Installation guide and does not require a seal. Truss dessgn
analysis are on the Truss Design Drawings which maybe sealed by the Truss Design Engineer.
Floor Load; Roof Load;
55# psf; 40 TCLL, 10 TCDL, 0 BCLL, 5 BCDL; our.: 1.00 37# psf; 20 TCLL, 7 TCDL, 0 BCLL, 10 BCDL; Dur.: 1.:
Design checked for 10 psf non -concurrent ILL on BC. Design checked for 10 psf non -concurrent LL on BC.
Mitek Engineering
Exposure : C
Building Code
: FBC 2020
Mean Hgt. :.:...
ASCE 7-16
Bldg. Cat. : II
TPI 1-2014
Importance Factor : 1.
Truss Design
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Enclosure td
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Uplift Calc.
MWFRS
Entry xposed to Wind
Wind Speed
160 mph US
Lanai Exposed to Wind
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ROOF CRITERIA
FLOOR CRITERIA
In
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T.C. Pitch
4 / 12
B.C. Pitch
2 112
Depth
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T.C. Size
VARIES
Spacing
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Heel Hgt.
3-15116
Bearing
8"
Cantilever
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Vapor barrier between floor & concrete by others.
Floor trusses held back 3Watexterior walls,
Overhang
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12"
block &Q 111 by others. Blocking for vertical load transfer by
space floor trusses around plumbing as noted
Spacing
24" o.c.
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TYP. ROOF HANGER: THD26
/1 1 I'i THD26 Qty
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THD26-2 Qty
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0 THD28 Qty
n F SKH26 L/R
TYP. FLR. HANGER: THD46
THD46 Qty
NO THD48 Qty
THDH48 Qty
THDH410 City
Install hangers per manufacturer's guidelines. All connectors and tie downs other than truss to girder truss are to be specifie
supplied by others.
Approved by:
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c N Desired delivery date
Approval Date:
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Reaction Uplift Reaction Uplift
Reaction Up
0
xx xx
7 xx xx
13
xx
2
xx xx
8 xx xx
14
xx
X
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3
xx xx
9 xx xx
15
xx
4
xx xx
10 xx xx
16
—
xx
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xx xx
11 xx xx
17
xx
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6
xx xx
12 xx xx
18
—
xx
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Only points listed above have reaction > 5000 or Uplift > 1000
Values shown on sealed design drawings supersede the above.
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Client ;
P & V Properties Management
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Project
:
Model 1306 GARAGE LEFT
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Address:
1030 41st Ave. Vero Beach, FL
Date, Intials, Description
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Date :
12/12/2021
Designer :
IM
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Project # 511103