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L DIMENSIONS TO BE FIELD VERIFIED.
L ROOF PITCHED TO BE FIELD VERIFIED.
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at. Lucie County
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LUMBER CO.,LLC
2820 Kirby Cir. NE, Palm Bay, FI. 32905
Phone: ( 321 ) 409-9800 Fax: ( 321 ) 409-9803
Sig tare of this document acknowedges that the diem has reviewed the bucs pla<ement diagram
in its entirety and is in agreement with the following items, including but not limited to;
A.) The client is responsible toveritytheaccuraty of Information submitted for use In design,
Fabrication, a cad scheduling. Any labor, material, or time delay incurred from inadequate or incorrect
information supplied from thedient will beat the client's expense.
a.) Design Criteria: The client acknowledges that the truss design criteria noted on this truss
placement diagram meets of exceeds the design crneria specmed by the bulldingdesigner, engineer of
record, a nd local and state budding roquiremenh.
C.) Fabrication and Delivery! One approved truss placement diagram must be retuned to the truss
manufacturer before fabrication and delivery will be suheduled. It Is the client's responsibility to
coordiimp delivery dates with die trues nianufacwrer. The client shall provide a narked I catims far
delivery, which mull bear<acsible, level, and char of mabarial' and dabrip in lieu of 4his, trusses will ba
delivered in thebestavailable loutionat our driver'sdiscretion. Care and handlinflof the trusses
J following, ilvery is the wsponsibilty of the client.
� D.I Installation & Bracing: SCSI 2008(Building Component Safety Inbrenadon) WTCA /TPI
1 guidivliw" shall he fnllnwed when handling, installing and bracing trusses. TempnrarVaM/or
a perinauInt bracing and blocking is not included in the truss package. Trusses shall be braced to
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f prevent rotation and provide lateral stability in accordance with the requirements specified in the
Z construction documentsfor the building and on the individual truss design drawings. Theoverall
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„I stability of the truss system is the responsibllityof the buildingdesigrer.
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E.) Field Framing; .) TraycdRngs and other ceiling transitions may require geld framingby others.
2.) Ceiling drops and valleys not shown are to be field framed by others. 3.) Overhangs maybeover
length-cuttofhinfieid. Overhangsam2d4m2d6-noblmkingisapplied. Comer Jacks will be
square cut and Inplacks wit be double beveled.
F.) Repalm Truss related problems are to be reported to the truss manufacturer ASAP,preferably
inwriting. DO NOT CUT ANY TRUSSES before contacting the truss manufacturer with specifics of the
problem. Any field modifications made without an engineered repair drawing will be the responsibility
ofthedient. No back charges or cranecharges of any kWwdl be ampewd, unless specifically
approved in writing by the truss manufacbncr's management.
G.) This Trussislacement diagram was natcreated by anengineer, rather by Tibbetts Lumber Co.
LLC staff, and is purely to be used as an installation guide and does not require a seal, Trussdeisp
analysis are on the Truss Drsign Drawings which may be sealed by the Truss Design Engineer.
Floor Load; Roof Load;
55# pet; 40 TCLL, 10 TCDL, 0 eat-, 5 BCOL; Duc: 1.00 37# psf; 20 TCLL, 7 TCDL, 0 BCLL, 10 BCDL, Do,: 1.25
Design checked for 10 psf non-condurent ILL on BC. Design checked for 10 pat non -concurrent LL an BC.
Mitek Engineering Exposure 1 C
Building Code : FBC 2017 Mean Hgt. ......
ASIDE 7-10 Bldg. Cat. : II
TPI 1-2014 Importance Factor : 1.0
a Truss Design : C 8 C Enclosure : Enclosed
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kW„ Uplift Calc. : MWFRS Entry : Exposed to Wind
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Wind Speed : 160 mph US Lanai : Exposed to Wind
Z ROOF CRITERIA FLOOR CRITERIA
Cq
LOU) T.C. Pitch 4 112
B.C. Pitch 2 / 12 Depth
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u T.C. Size 2X4 Spacing ...
Heel Hgt. 315116
Bearing 4"
Vapor bamer between floor & concrete by others.
Cantilever ... Floor trusses held back 314" at exterior wells,
bock & fill by others Bbddng for vertical load transfer by Deers.
Overhang 2' Odd space floor bosses around plumbing as noted
Spacing 24" o.c.
TYP. ROOF HANGER: TH026 TYP. FLR. HANGER: THD46
A THD26 Qty MO THD46 Qty
a) (D THD26-2 Qty O THD48 Qty
V(J THDH26-2 Qty O THDH48 Qty
ZOD THDH26-3 Qty O THDH410 Qty
v O THD28 Qty O
OSKH26 UR O
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Install hangers per manufacturer's guidelines- All conneectors and be downs other than boss to girder truss are to be specified and
supplied by others.
W Approved by:
aDesired delivery date:
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
G3
xx
xx
9
xx
xx
15
xx
xx
g
4
xx
xx
10
xx
xx
16
xx
xx
rn
k-
5
xx
xx
11
xx
xx
17
xx
xx
a6
xx
xx
12
xx
xx
18
xx
xx
Only points listed above have reaction > 5000 or Uplift > 1000
Values shown on sealed design drawings supersede the above
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Client:
TURNER
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Project :
KEITH AND TERA TURNER
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Address:
6604 PASO ROBLES BLVD. FORT PIERCE
Date, Initials, Description
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Date :
7/12/2018
1 Designer :
PAT
fl
Project # 506204