HomeMy WebLinkAboutLetter; Plan Approval'LINE ENGINEERING, LLC
STRUCTURAL ENGINEERS
April 3, 2019
Mr. Thomas Campbell
Florida Department of Business and Professional Regulation
2601 Blair Stone Road
Building C
Tallahassee, Florida 32399-6563
RE: Plan Approval
Lark Builders, Inc.
Plan # 43450.
Dear Mr. Campbell,
Per the requirements of the Florida Department of Business and Professional
Regulations, the above referenced plans have been reviewed for compliance with:
2017 Florida Building Code, 6th Edition
2014 National Electrical Code (NFPA-70)
These plans comply with Florida Product Approval Rule 61 G20-3.006 (FAC)
A signed and sealed set of plans are maintained on file with Topline Engineering,
LLC.
All mandatory comments have been satisfied and plans are approved for
construction by a currently approved modular building manufacturer.
If you have any questions or require my assistance in any way, please do not
hesitate to contact me.
Thank you.
Res ectfull ,
William E. Neary,r1l
Business Partner
Topline Engineering, LLC
BILL.TLE@yahoo.com
10649 Oakview Pointe Terrace • Gotha • FL 34734 • Phone (407) 421-4037 • Projects.TLE@yahoo.com
FL Certificate of Authorization 31785
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STRUCTURAL ENGINEERS
William E. Neary, III
SMP-51, SMI-79, ICC 5185040
10649 Oakview Pointe Terrace
ROOF SHEATHING OPTIONS: Gotha, Florida 34734
— BOX RIB ALUMINUM DESIGN PRESSURES
— 29 GAUGE STEEL AG PANEL ROOF+41.7/-141.
— STANDING SEAM STEEL — ASPHALT SHIGLES WALLS/DOORS/WINDOWS +48.8/-43.9
50'-0" MAXIMUM BUILDING LENGTH — 30'-0" MAX FOR VAULTED ROOF
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LONG ATTACHED WITH (2) #10 SELF FASTENED WITH .25"-14..75" HWH SEE ROOF FRAMING
DRILLING GRABBAR SCREWS EACH SIDE TRAX%/1 AT 6" O.C. SCHEDULE FOR RAFTER AND
BRACING SPACING
SEE ROOF FRAMING
SCHEDULE FOR RAFTER AND
BRACING SPACING
3.5-20GA METAL STUDS
SPACED AT 16" D.0 MAX.
3.5--20GA METAL STUDS,
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3.5" BRACE AT 3'-0"
ABOVE FINISHED FLOOR,
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STRUCTURAL ENGINEERS
William E. Neary, III
SMP-51, SMI-79, ICC 5185040
10649 Oakview Pointe Terrace
Gotha, Florida 34734
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SHED WIDTH
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11'-0"
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84"
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36"
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*NOTE: JOISTS CAN BE EITHER #2 S.Y.P. OR 18 GAGE
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ARE INTERCHANGEABLE.
THIS-BUILDING`I& NOTAPPROVED: FOR'HVHZ
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William E. Neary, III
SMP-51, SMI-79, ]CC 5185040
10649 Oakview Pointe Terrace
Gotha, Florida 34734
*FLOOR SHEATHING SECURED WITH
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84"
24"
84"
28"
84"
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WIDTHo
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-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'X0.113' NAIL (OR EQUAL) @ 6"O.C. MAX
SKID RUNNER SPACING*
30' LENGTH AND GREATER
SHED WIDTH
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B
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24"
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16"
32'
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11'-0"
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44"
24"
46"
13'-0"
26"
52"
13'-8"
28"
56"
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T' TOP LINE ENGINEERING. LLC
`"'1L.. STRUCRIML ENGINEERS
William E. Neary, III
SMP-51, SMI-79, ICC 5185040
10649 Oakview Pointe Terrace
Gotha, Florida 34734
THIS BUILDINGIS NOT APPROVED FOR:HVHZ:
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 8 RECEPTACLES.
6. ALL SWITCHES TO BE AT 48"-52" A.F.G.
7. FLUORESCENT & LED LIGHTS MAY SUBSTITUTE FOR INCANDESCENT LIGHTING
8.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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WINDOW HEIGHT, LOCATION
AND QUANTITY MAY VARY
AND ARE OPTIONAL
SEE VARIOUS END WALL
FRAMING SECTIONS FOR
WALL AND DOOR FRAMING
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SPACED AT 24"
O.C. MAX
\ SEE VARIOUS END WALL
FRAMING SECTIONS FOR
WALL AND DOOR FRAMING
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OPTIONAL ELECTRIC TO EACH UNIT
WILL BE FIELD CONNECTED FROM
EXISTING POWER SOURCE
50'-0" MAXIMUM BUILDING LENGTH
NOTE: ALL ELECTRICAL EQUIPMENT SHOWN IS OPTIONAL AND LOCATIONS MAY VARY
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