HomeMy WebLinkAboutREVISIONSRECEIVED
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OFFICE USE ONLY: - - B 0 3 2 0'9
DATE FILED: St. Lucie County
REVISION FEE:
PERMIT 9 Z-io I -w 49
RECEIPT#
PLANNING & DEVELOPMENT SERVICES
BUILDING & CODE REGULATION DIVISION
2300 VIRGINIA AVENUE
FORT PIERCE, FL 34982-5652
(772) 462-1553
APPLICATION FOR BUILDING PERREjVj
PROJECT INFORMATION
DETAILED DESCRIPTION OF PROJECT
REVISIONS:
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CONTRACTOR INFORMATION:
STATE of FL REG./CERT. -C-jC-Cn 1521+ pS e ST. LUCIE CO CERT.
BUSINESS NAME: S-trt -.n' .1
QUALIFIERS NAME:.
ADDRESS:
CITY: STATE: ZIP:
PHONE (DAYTIME): 2,5 - t FAX:
OWNER/BUTLDER INFORMATION:
NAME:
ADDRESS:
CITY: STATE:
PHONE (DAYTIME:
ARCHITECT/ENGINEER INFORMATION:
NAME:
ADDRESS:
CITY: STATE:
PHONE (DAYTIME):
SLCCC.- 9123109
Revised 06130117
FAX:
WIN."s
ZIP:
ZIP:
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POWER TO PERFORM. -
October 2, 2018
Tibbetts Lumber Company
2820 Kirby Circle NE
Palm Bay, FL 32905
RE: Purlins shown on sealed MiTek truss drawings
To Whom It May Concern:
MiTek Industries, Inc.
6904 Parke East Blvd.
Tampa, FL 33610-4115
A sealed truss design drawing provided by MiTek USA may show purlins on the flat portion
of the top chord of a hip roof truss. For example:
However, if the truss is spaced at 2 ft. on center or less, then structural wood sheathing (including OSB
and plywood roof sheathing) that is directly applied to the flat top chord may be used in lieu of purlins.
The sheathing must be 3/8-in. or thicker wood structural sheathing [oriented strand board (OSB) or
plywood] and fastened in accordance with the governing building codes or standards, and must be rated
for the span between the adjacent truss top chords.
Please contact our office if you have any questions.
Sincerely,
Nc 58126
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FL Cert. 6634�
Philip J. O'Regan, PE
Senior Design Engineer
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NOTES:
1) ALL FLAT FLAT CLG.'S (VERIFY HGT. (PLAN) 9' vs. (ELEV) 9'-6").
2) LAYOUT IS MERELY FOR QUOTE, BUILDER TO VERIFY OVERHANG
vs. CANTILEVER.
3) BUILDER TO VERIFY FRONT STUBBED (OVERHANG OR CANT.)
2820 Kirby Cir. NE, Palm Bay, FI. 32905
Phone: ( 321 ) 409-9800 Fax: ( 321 ) 409-9803
I- Signature of this document acknowedgees 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 scheduing. Any labor, material, or time delay incurred from inadequate or incorrect
information supplied from the client will be at 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 bung requirements.
C-) fabrication and Wivery Lim approved truss placement diagram must be rehuned 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 gall 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 lost available location at our driver's discretion. Care and handling of the trusses
—1 following dilvery is the responsibility of the client
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0 D.) lnstallation & Bracing: BCSI 20BB (BuDdmg ComponeritSafety Informatkm) WrCA/ TPI
a guidelines shall be followed when handling, installing, and bracing trusses. Temporaryand / or
a permanent bracing and blocking is not included 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
z construction documents for the building and on the individual truss design drawings. The overall
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J stability of the truss system is the responsibility of the building designer.
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E.) Field Framing:1.) Tray ceilings and other ceiling transitions may require field framing by others.
2.) Crating drops and valleys not shown are to be field framed by others. 3.) Overhangs maybe over
length - cut to fit in field. Overhangs are 2x4 or 26 -no blacking is applied. Corner 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 writing. DO NOT CUT ANY TRUSSES before contacting the teas manufacturer with specifics of the
problem. Any field modifications made without an engineered repair drawing will be the responsibility
of the cirent. No back charges or crane charges of any kindwili be aecpeted, unless specifically
approved in writing by the truss manufact uer'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 dries not require a seal. Truss deisgn
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 50# psf, 20 TCLL, 20 TCDL, 0 BCLL, 10 BCDL; Dur.: 1.25
Design checked for 10 psf non -concurrent LL on BC. Design checked for 10 psf non -concurrent LL on BC.
Mitek Engineering Exposure : C
Building Code FBC 2020 Mean Hgt. : 19'
ASCE 7-16 Bldg. Cat. : II
TPI 1-2014 Importance Factor : 1.0
Q Truss Design : C & C Enclosure : Enclosed
w Uplift Calc. : MWFRS Entry : Exposed to Wind
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Wind Speed : 170 mph US Lanai Exposed to Wind
z ROOF CRITERIA FLOOR CRITERIA
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T. C. Pitch
5 / 12
B.C. Pitch
... / 12
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T.C. Size
2X4
a
Heel Hgt.
6 3/16"
Bearing
Block
Cantilever
24"
Overhang
Spacing
24" o.c.
TYP.
ROOF HANGER: THD26
A
THD26 Qty
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THD26-2 Qty
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THDH26-2 Qty
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1 D
THDH26-3 Qty
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(E
THD28 Qty
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SKH26 L/R
Depth
Spacing
Vapor barrier between floor & concrete by others.
Floor trusses held back 3/4" at exterior walls,
block & fill by others.. Blocking for vertisalload-trmisFer-by others.
Odd space floor trusses around plumbing as noted
TYP. FLR. HANGER: THD46
OTHD46 Qty
OTHD48 Qty
OTHDH48 Qty
Op� THDH410 Qty
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Install hangers per manufacturer's guidelines. All connectors and tie downs other than truss to girder truss are to be specified and
supplied by others.
F. I Approved by
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a Desired delivery date:
a
Approval Date:
0
Pn
7
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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
Q3
xx
xx
9
xx
xx
15
xx
xx
4
xx
xx
10
xx
xx
16
xx
xx
F-
5
xx
xx
11
xx
xx
17
xx
xx
U.
J
6
xx
xx
12
xx
xx
18
xx
xx
a
M
Only points listed above have reaction > 5000 or Uplift > 1000
Values shown on sealed design drawings supersede the above.
Ir-
Client :
Jony Belran
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Project :
Small House
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Address:
5722 Papaya
Date, Intials, Description
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..
- - -
Date : 8/4/2021
Project # 610603