HomeMy WebLinkAboutTibbets Lumber DrawingA
2820 Kirby Cir. NE, Palm Bay, Fl. 32905
Phone: ( 321 ) 409-9800 Fax: ( 321 ) 409-9803
"v' Signature of this document acknowledges 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 inrcurred from inadequate or incorrect
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information supplied from the dientwiR beat the client's expense.
B.) Design Criteria: The client acknowledges that the truss design criteria noted on this truss
placementdiagram meets oreaceeds the desifirn criteria specified by the building designer, engineer of
record, and local and state building requirements.
q tabrication and Deivery: 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 chentshall provide a marked location for
delivery, which must be acressilde, level, and clear of material and debris in lieu of this, trusses will be
delivered in the bestavailableocation atourdriversdiscretion. Care and handiingofthe trusses
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followngcilvery is the respomibihy, of decclient.
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D.) lrstagation & Bradng: BCSI20Dg 1 RUiking Cmnponemf Safety Information) WTCAITPI
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guidelines shall be followed when handling., installing, and bracing trusses. Temporaryand/or
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permanentbracingandblorkingis notincluded in the truss package. Trusses shall be braced to
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prevent 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
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stability of the truss system is the responsibility of the buildingdesigner.
41/16"
f.) Field framing: 1) Troy ceilings and othercetlingtrinsitions may require field framing by others.
2.)(eiling drops and valleys notslwwn are to be find framed byothem 3.)Overhanlismaybeover
length-cuttufitinfieid Overhangsare 20 or 2x5-no blocking is applied. Cnmerjackswilibe
square cutand hipjacks wilt be double beveled.
F.) Repairs: Trues; related problems are to be reported to the truss manufacturer ASAP, Preferably
inwubng DO NOr CUTAWTRLISSES before contatting the truss manufacturer with specifirs of the
problem. Any field modficatoos made withoutan engineered repair drawing will be the responsibility,
ofthec®ent No bark charges or crane charges of anykindwgl be accpeted, unless specifically
END DETAIL ENT
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approved incanting by the toss mamifaccomi management.
G.) This Truss Placement diagram was not created by an engineer, rather bylibbetbl Lumber Co.
LLC staff, and is purelyto be used as an installation guide and does not require a seal. Truss dessgn
analyses are on the Truss Design Drawing, which may besealed by the Times Design Engineer.
.Floor Load, Roof Load;
55# ref; 40 TCLL, 10 TCDL, 0 BCLL, 5 SCDL; Dur.: 1.00 37# lost 20 TCLL, 7 TCDL, 0 BCLL, 10 BCDL, Duc1
Design checked for 10 pef non -concurrent LL on BC. Design checked for 10 ref non -concurrent LL on BC.
Mitek Engineering Exposure : C
Building Code : FBC 2017 Mean Hgt. : 15'
ASCE 7-10 Bldg. Cat. .11
TPI 1-2014 Importance Factor 1.0
3/16" K
Truss Design : C & C Enclosure : Enclosed
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Uplift Calc. : MWFRS Entry : Exposed to Wind
V 4"
Wind Speed : 160 mph US Lanai : Exposed to Wind
ROOF CRITERIA
FLOOR CRITERIA
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T.C. Pitch 5 / 12
B.C. Pitch ... / 12
Depth ._
END DETAIL MAIN HSE v
T.C. Size 2X4
Spacing
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Heel Hgt. 6 3116"
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Bearing Block
CD
mCantilever
...
Vapor barrier between floor 8 concrete by others,
Floor trusses hell back 3/4" at exterior wails,
Overhang16"
block tL fill by others. blocking for vertical bad transfer by others
Odd space floor trusses around plumbing as noted
Spacing 24" c.c.
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TOB @ 14'-4 1/2"
TYP. ROOF HANGER: THD26
TYP.
FLR. HANGER: THD46
OTHD26 Qty
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THD46 City
in
O THD26-2 Qty
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THD48 Qty
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OCv THDH26-2 Qty
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THDH48 City
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THDH26-3 Qty
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THDH410 Qty
OTHD28 Qty
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OSKH26 L/R
OR
Install hangers per manufacturer's guidelines- All connectors and tie downs other than truss to girder truss are to he specified and
supplied by others.
Approved by
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Desired delivery date:
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Approval Date.
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Reaction Uplift
Reaction
Uplift
Reaction
Uplift
1 xx xx
7
xx
xx
13
xx
xx
2 xx xx
8
xx
xx
14
xx
xx
K
4
3 xx xx
9
xx
xx
15
xx
xx
2E
4 xx xx
10
xx
xx
16
xx
xx
w
F
LL
5 xx xx
11
xx
xx
17
xx
xx
a
6 xx xx
12
xx
xx
18
xx
xx
Q.
Only points listed above have reaction > 5000 or Uplift > 1000
Values shown on sealed design drawings supersede the above.
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f- Client : Don Alford
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w Project : Alford Residence
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O Address: PARCEL ID:1431-801-0073-000-8 Ft. Pierce, FL
Date, Intials, Description
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Date : 12/17/20,20 1 Designer: Keith Baer
Project # 510662