HomeMy WebLinkAboutPLAN APPROVAL7 y
intertek ,
psi
January 25, 2018
Mr. Thomas Campbell
Florida Department of Business and Professional Regulation
Codes & Standards Office
2601 Blair Stone Road
Tallahassee, Florida 32399-0772
RE: Plan Approval
Manufacturer: EZ Portable Buildings, Inc. (MFT11604)
Plan Number: Barn-17
Intertek-PSI Tel +1407 304 5560
1748 33" Street Fax +1407 304 5561
Orlando, FL 32839 intertek.com/building
U
ECEIVED
EB 21 2018
e County, Permitting
Dear Mr. Campbell:
Professional Service Industries Inc., an Intertek company ("Intertek-PSI"), part of Intertek' Building Science
Solutions, in pursuant to the requirements of the Florida Department of Business and Professional
Regulations, the above referenced docume nts have been reviewed for compliance with:
i
2017 Florida Building Code, 61 Edition
2014 National Electrical Code (NFPA-70)
These plans comply with Florida Product i Approval Rule 61G20-3.006 (FAC)
A signed and sealed set of plans are maintained on file in the Third -Party Agency office of PSI.
I
All mandatory comments have been satisfied and plans are approved for construction by a modular building
manufacturer that is currently approved by the Department of Business and Professional Regulations.
If you have any questions or require my assistance in any way, please do not hesitate to contact me.
Respectfully submitted, I
p Y
Professional Service Industries, Inc. if
Victor C. Martin, PE #82379
Department Manager
Modular Facilities Division
CC: Rob Eaton — EZ Portable Buildings, Inc. - reaton@ezpb.com
I'I Intertek is a brand name representing the Intertek Group plc legal entities, including but not limited to, Intertek Testing Services NA Inc., •
Professional Service Industries, Inc. ("INTERTEK-PSI"), Architectural Testing Inc. (` INTERTEK- MT n In -
www.intertek.com/building
2018-01-26
DESIGN CRITERIA PER FBC 61h EDITION (2017) AND ASCE 7-10
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PORTABLE
BUILDINGS
BARN TYPE ROOF
STRUCTURAL NOTES
&EBf.BAL:
1. FOUNDARON PLANS ARE NOT PART OF THIS PLAN SET AND ARE
CO✓ERNEO BY LOCAL JURISD/CRON.
2. THIS BUILDING IS EXEMPT FROM THE FBC ENERGY CONSER✓ATON CODE
PER SECTION 1015.22.
J. REFER TO T£-DOWN DETAILS FOR PROPER INSTALLATION REQUIREMENTS
TO MEET CODE.
4. ALL STUDS, RAFTERS, TRUSSES. ETC. ARE 2 X 4 12 SPRUCE -PINE FIR
OR SPF.
5. STRUCTURES OVER 400 SO. Fr.. WILL HAVE AN 60' MINIMUM DOOR.
6. GUTTERS TO BE INSTALLED ON-SfTE BY OTHERS THRU LOCAL CODES.
7. ALL WINDOWS AND DOORS TO MEET THE MINIMUM SPEC/RCATONS AS
PER FLORIDA BUILDING CODE
B. STORAGE SHEDS ARE NOT DESIGNED FOR HUMAN HABITATION SHEDS
THAT HAVE FLOOR AREA OF 720 SQUARE FEET OR LESS ARE NOT
REQUIRED TO COMPLY WITH THE MANDATORY WIND -BORN DEBRIS IMPACT
STANDARD OF THE FBC.
IYDPd
A. FRAMING LUMBER SHALL BE AS FOLLOWS OR BETTER.
1. 2X RAFTERS/BEAMS/JOISTS, 42 SPF OR AS DETERMINED BY THE
ENGINEER.
2. I -JOIST AND ENGINEERED BEAMS PROVIDED BY MANUFACTURER
.T. PLATES. 12 SPF.
4. STUDS, 12 SPF TYPICAL UNLESS OTHERWISE NOTED
5. WOOD MOISTURE LESS THAN 19T
B. ALL NAILS SHALL BE COMMON UNLESS OTHERWISE NOTED
C. WHERE NOT OTHERWISE NOTED ALL NAILING OR SCREWING SHAG. BE
AS INDICATED IN THE CURRENT FLORIDA BUILDING CODE, ASCE-7.
ALL SHEATHING MUST BE NAILED OR SCREWED AND ADHESIVES SHALL
NOT BE USED IN PLACE OF NAILING
D. METAL CONNECTORS TO BE PROVIDED BY SIMPSON. ALTERNATE
CONNECTORS WACUIVALENT OR HIGHER ALLOWABLE LOADS MAY BE
USED IN LIEU OF SPECIFIED COMPONENTS. INSTALL AS PER
MANUFACTURERS RECOMMENDATIONS.
E. ALL EXTERIOR WAGS TO BE SHEATHED WITH MIN. J/16- EXTERIOR LP
SMART SIDE STRUCTURAL SIDING. FASTEN WITH MIN. 6E RING NAILS
06' O.C. ALONG PANEL INSET EDGES, THEN 6- O.C. ON THE LAP
JOWT EXTERIOR EDGES AS PER MANUFACTURERS INSTRUCTIONS. 12'
O.C. INTERIOR SPACING FOR ALL EXTERIOR SHEAR WALL S/DfNC.
F. ENGINEERED COMPONENTS (TRUSSES !-JOIST. E7C.) STALL BE
INSTALLED AND FASTENED PER MANUFACTURERS SPECIRCATIONS AND
DIRECTIONS.
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SKID LAYOUT AND FLOOR FRAMING SCHEDULE
WIDTH
I50 PSF LWE.10 DEAD LOAD (25KID)
I J015T SIZE 8 SPACING
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10'-0'
DRTO
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FLOORJOISTAND SKID LAYOUT
SKID LAYOUT AND FLOOR FRAMING SCHEDULE
WIDTH
50 PSF LIVE. 10 DEAD LOAD (C WD)
JOIST SIZE 8 SPACING
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60'
1�'-0'
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60'
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STRAP & SIMPSON STRONG -DRIVE SD SCREW SCHEDULE
PART/OESC.
UPLIFT
WALL FASTENER
RAFTER FASTENER
PLATE FASTNER
H1
435
6-SD9.1.5'
4-S09xl.5"
H11Z
750
6-SD9x1.5"
6-SD10.1.5'
H2A
495
5-SD9.1.5'
S-SD90.5"
2-SD9x1.5"
H2.5A
540
5-SO9.1.5"
5-SD9.1.5"
HIS
410
5-SD9.1.5'
5-SD9x1.5"
H2.5T
545
5-SD9.1.5'
5-SD9.1.5'
H2A
495
7-SD9.1.5'
5-SO9.1.5'
H3
320
4-SD9.1.5'
4-SD9.1.5"
H4
280
4-SD9x1.5"
4-509.1.5"
-
RAFTER
H5
415
4-SD9.1.5"
4-D9.1.5"
5D
LTS-12
895
5-SD9.1.5'
6-S9.1.5'
LTS-16
1075
6-SD9.1.5"
I 6-SD9.1.5"
LTS-18
1235
6-509.1.5"
6-509.1.5"
LTS-20
1215
6-SD9x1.5'
6-SD9x1.V
NTS-12
895
1 7-SD9xl.5'
I 7-SD9xl.5"
NTS-I6
1075
1 7-SD9x1.5'
I 7-S090.5-
-
NTS-IB
1255
1 7-SD9.1.5'
I 7-SD9xl.5'
-
NTS-20
1255
1 7-SD9.1.5'
I 7-SO9.1.5"
STRAP & FASTENER SCHEDULE (a)
PART/DESC.
UPLIFT
WALL FASTENER
A FRFTER
PLATE FASTNER
HI
435
6-SO9.1.5"
4-SD9.1.5"
HIIZ
750
6-SD9xl.5"
6-SDIa.1.5"
H2A
495
5-SO9.1.5"
5-SDW S1
2-SD9x1.5"
H2.SA
540
5-SD9xl.5'
S-SD9.1.5'
H2.5
410
5-SD9.1.5'
5-SD9x1.5"
H2.5T
545
5-SD9.1.5"
5-SD9.1.5'
112A
495
7-SD9.1.5"
5-SD9.1.5'
H3
320
4-SD9.1.5'
4-SD90.5"
H4
280
4-SD9.1.5"
4-S09.1.5"
-
RAFTER
H5
415
4-S09.1.5'
4-SD9.1.5"
-
LTS-12
895
6-SD9x1.5"
6-SO9.1.5'
-
LTS-16
1075
6-SD9.1.5"
6-SO9.1 5'
-
LTS-18
1235
6-SD9x1.5"
6-SO9.1.5'
-
LTS-20
1215
6-SD9.1.5"
6-S09xl.5'
-
NTS-12
895
7-S09.1.5"
7-SD9.1.5'
-
NTS-16
1075
7-SD90.5"
7-09x1.5"
-
NTS-18
1255
7-SD9xl.5'
7-SD9xl Y
-
UTS-20
1255
7-SD9x1.5'
7-SO9.1.5"
PART/DESC.
UPLJFT
COL FASTENER
RAFTER
FASTENER
A21
245
1 2-IOd.1.5"
2-10d.1.5"
PORCH
A23
585
4-I0d.1.5'
4-10d.1.5'
A33
750
4-10d
4-I0d
PART/DESC.
UPLIFT
COL FASTENER
RAFTER
FASTENER
WALL 70 FLOOR
LSTA-18
Ilia
7-10d
7-10d
PART/DESC.
UPLIFT
STUD FASTENER
HEADER
FASTENER
TP-35
ilia
5-21'.0.131"
5-3".0.131"
HEADER (d)
HP40, 411. 80,
BI
4725
5-3'x0.131'
5-310.13I'
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S-3-0
32 feet 10
40 feet 12
If you need any additional clarification, please do not hesitate to call.
Sincerely,
Austin R. Ace
-uat R. 4e, ;a, S.. 9na.
5908 Orchard Pond Drive
Fleming Island, FL 32003
Florida License No. 35454
904-579-4508,1office, 904-716-3661, cell
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18 January 2018
EZ Portable Buildings, Inc.
1745 Carneal Road
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West Paducah, KY 42086
Reference: Anchor Requirements
i
Gable Buildings R-0
Barn Buildings R-0
140 MPH Ultimate: Wind Speed
Gentlemen:
I
The following anchor requirements are for storage buildings manufactured in
accordance with on the buildings listen above;, complying with Florida Product Approval
Rule 61 G20-3.006 (FAC).
All anchors shall have a minimum design load of 3150 pounds, and be on the list
of approved installation products .forithe Florida Department of Highway Safety and
Motor Vehicles per Rule 15C4.0105, and must be the proper length for conditions at
the installation site.
Anchors- required per shed length (half number shown shall be installed on each
side of the shed). Chart is valid for building widths up to 16 feet:
10 feet 4
12 feet 4
16 feet 6
20 feet
6
24 feet
8
28 feet
8
30 feet 10