HomeMy WebLinkAboutLETTER-STORAGE SHEDintertek ivm,..ww;j
November 14, 2017 OLPAIV6VQ9
Mr. Thomas Campbell St Lucia CUuMv
Florida Department of Business and Professional Regulation
Manufactured Building Program
2601 Blair Stone Road, Building C
Tallahassee, Florida 32399-0772
RE: Plan Approval: Residential Lawn Storage Shed
Manufacturer: Lark Builders
Plan Number: 42325
Dear Mr. Campbell,
Intertek-PSI Tel +1407.304.5560
1748 33rd Street Fax +1407.304.5561
Orlando, Florida 32839 intertek.com
FL Engineering Business #3684 psiusa.com
Pursuant to the requirements of the Florida Department of Business and Professional
Regulations, the above referenced documents have been reviewed for compliance with:
2017 Florida Building Code, 6tn Edition
2014 NEC
These plans comply with Florida Product Approval Rule 61 G20-3.006 (FAC)
A signed and sealed set of plans are maintained on file in the Third Party Agency office
of PSI.
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,
r
���,-, �-• •%`:�:ter
Victor C. Martin, PE (FL)
Department Manager
Building Science Solutions
Richard Olds, ICC #5107840, SMP-45
Plans Examiner
Building Science Solutions
Copy to: Ms. Berri Howard, Lark Builders berriWarkbuilders.com
M'° =�a PSI APPROVAL 2017-11-14
CODE REVIEW
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ROOF SHEATHING OPTIONS:
BOX RIB ALUMINUM
— 29 GAUGE STEEL AG PANEL DESIGN PRESSURES
i�
STANDING SEAM STEEL ROOF +27.8/-94.7
ASPHALT SHIGLES WALLS/DOORS/WINDOWS +32.5/-29.2
r I 50'-0" MAXIMUM BUILDING LENGTH — 30'-0" MAX FOR VAULTED ROOF
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SEE ROOF FRAMING
SCHEDULE FOR RAFTER AND
BRACING SPACING
VARIES. 6'-0- TO 13'-8"—
FRAME SECTION
PSI APPROVAL 2017-11-14
2.5"x.5" CORRUGATED ROOF PANELS
FASTENED WITH .25 14x.75" HWH SEE ROOF FRAMING
TRAXX/l AT 6" O.C. SCHEDULE FOR RAFTER AND
BRACING SPACING
3.5-20GA METAL STUDS
SPACED AT 24" O.0 MAX.
3.5"-20GA METAL STUDS,
SPACED AT 24" O.0 MAX.
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ABOVE FINISHED FLOOR.
ATTACH TO EACH STUD W/(2) #10
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SEE ROOF FRAMING
SCHEDULE FOR RAFTER AND
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PSI APPROVAL 2017-11-14
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42"
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10'-0"
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24"
84"
28"
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13'-0"
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40"
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-VALUES ARE FROM END OF JOIST
TO CENTERS OF SKIDS ONLY.
PSI APPROVAL 2017-11-14
WIT
JOIST SIZE-
6'-0-
2"x4"
6'-1" TO 11'-8"
2"x6"
> 11'—B"
2"xB"
*NOTE: JOISTS CAN BE EITHER #2 S.Y.P. OR 18 GAGE
STEEL CHANNELS. THE STEEL CHANNEL ACTUAL
DIMENSIONS MATCH THE WOOD ACTUAL DIMENSIONS AND
ARE INTERCHANGEABLE.
-FLOOR SHEATHING SECURED WITH 2j'XO.113'
NAIL (OR EQUAL) @ 6"O.C. MAX
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1. ALL WIRE TO BE #12 THHN SOLID COPPER WITH GROUND. WIRING PROTECTED BY NEC 2014 EDITION.
2. FIXTURE LOCATION AND TYPE MAY VARY
3. PLASTIC OR METAL "NEW WORK" OUTLET BOXES
4.20A GFCI OUTLETS
5.ALL RECEPTACLES TO BE AT 12"-16" A.F.G.; MAXIMUM B RECEPTACLES.
6. ALL SWITCHES TO BE AT 48"-52" A.F.G.
7. FLUORESCENT & LED LIGHTS MAY SUBSTITUTE FOR INCANDESCENT LIGHTING
B. ALL OUTLETS TO BE GFCI
9. THE MAIN ELECTRICAL PANEL, FEEDERS, POWER HOOKUP TO UNIT (INCLUDING ALL DISCONNECTS, OVER CURRENT
DEVICES. PANELS, GROUNDING, ETC.) IS DESIGNED BY OTHERS, SITE INSTALLED, AND SUBJECT TO LOCAL APPROVAL.
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FRAMING SECTIONS FOR
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FRAMING SECTIONS FOR
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