HomeMy WebLinkAboutLetter; Plan Approvalvr TOLNTNINRNGLC
STUCUGLRRAENGINEERS
December 22, 2020
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
Plan # LB-S-LBE-170D-20
Dear Mr. Campbell,
Pursuant to the requirements of the Department of Business & Professional Regulation, the above
referenced documents have been reviewed for compliance with:
2020 Florida Building Code, 7rh Edition
2017 National Electrical Code (NFPA-70)
Florida Product Approval Rule 61 G20-3.006 (FAC)
All mandatory comments have been satisfied and plans are approved for construction by a currently
approved modular building manufacturer.
These documents were reviewed for only what is to be constructed in the factory. Any work
performed at the site, such as the foundation, is under the authority and jurisdiction of the local
Building Official.
Third Party Agency approval in no way alleviates the builder/manufacturer from complying with all
the applicable codes, which may or may not be identified in this review. Approval also does not
preclude the local building official from requiring work be performed that was not previously
reviewed, approved, and constructed under the State of Florida's Manufactured (Modular)
Building Program to make the building, code compliant, for the intended use.
A signed and sealed set of plans are maintained on file with Top Line Engineering, LLC.
If you require my assistance in any way, please do not hesitate to contact me.
Thank you.
Res ectfully,
illiam E. Neary, 1
Business Partner
Top Line Engineering, LLC
BILL.TLE@yahoo.com
*** Please note: Any questions regarding local permitting should be directed to the Manufacturer.
The Manufacturer's contact information can be found in the title block of the plans.
10649 Oakview Pointe Terrace • Gotha • FL 34734 • Phone (407) 421-4037 • Projects.TLE@yahoo.com
FL Certificate of Authorization 31785
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— DUA RIO—U-INUNI
— 29 GAUGE STEEL AG PANEL
— STANDING SEAM STEEL
— ASPHALT SHIGLES
TO LINE ENGINEERING LLC
STRUCTURAL EN GINEERS
William E. Neary, III
SMP-51, SMI-79, ICC 5185040
10649 Oakview Pointe Terrace
Gotha, Florida 34734
MAXIMUM DESIGN PRESSURES
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APPROVED FOR HVHZ
FBC 1626.1 EXCEPTION: F. STORAGE SHEDS THAT ARE NOT DESIGNED FOR HUMAN HABITATION AND THAT HAVE A FLOOR AREA OF
720 SQUARE FEET (67 M2) OR LESS ARE NOT REQUIRED TO COMPLY WITH THE MANDATORY WINDBORNE DEBRIS IMPACT STANDARDS OF THIS CODE
409 DIXON STREET
VIDALIA, GEORGIA 30474
PHONE NUMBER: (912) 538-1888
CODE INFORMATION
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1. FOUNDATION PLANS ARE NOT PART OF THIS PLAN SET AND ARE GOVERNED BY LOCAL
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2. BUILDINGS ARE APPROVED FOR RESIDENTIAL LAWN STORAGE ONLY
3. THIS BUILDING IS EXEMPT FROM THE FECC PER SECTIONS RIOI.4.2.4, R402.1.
4. REFER TO TIE DOWN DETAILS FOR PROPER INSTALLATION REQUIREMENTS TO MEET CODE.
S. ALL LUMBER FOR CONSTRUCTION WILL BE 12 SYP EXCEPT AS NOTED.
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7. ALL WINDOWS AND DOORS TO MEET THE MINIMUM SPECIFICATIONS PER THE APPROVED
PLANS AND THE FLOM BUILDING CODE
B.IN ACCORDANCE WITH FSC 1609.1.2. -STORAGE SHEDS THAT ARE NOT DESIGNED FOR
HUMAN HABITATION AND THAT HAVE A FLOOR AREA OF 720 SQUARE FEET OR LESS ARE
NOT REQUIRED TO COMPLY WITH THE MANDATORY WINDBORNE DEBRIS IMPACT STANDARDS
OF THIS CODE-.
9.IN ACCORDANCE WITH RIC 1010.1.1. EXCEFRGN (10.) BUILDINGS THAT ARE 400 SO -FT
OR LESS AND THAT ARE INTENDED FOR USE IN CONJUNCTION WITH ONE- AND
TWO-FAMILY RESIDENCES ARE NOT SUBJECT TO THE DOOR HEIGHT AND WIDTH
REQUIREMENTS OF THIS CODE. STRUCTURES 400 SO -FT OR MORE SHALL HAVE AN
80" MINIMUM DOOR.
10. IN ACCORDANCE WITH FLORIDA STATUTE 553.80 (I)D. LAWN STORAGE BUILDINGS AND
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11. FLAT METAL STRAPS CAN BE BENT AROUND STRUCTURAL MEMBERS OF WALL STUDS,
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3COMPONENTS/CLADDING ARE IN COMPLIANCE WITH THE 2020 RIC 7TH EDITION.
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2020-12-22 TOP LINE ENGINEERING APPROVAL PLAN # LB-S-LBE-170D-20 *** HVHZ APPROVED
3.5"-20GA METAL COLLAR TIE, 4'-0"
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SCHEDULE FOR RAFTER AND
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FRAME SECTION
409 DIXON STREET
VIDALIA, GEORGIA 30474
ATTACH ROOF FRAMING TO
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PHONE NUMBER: (912) 538-1
WITH BUILDEX 10-16X1 T.
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3.5-20GA METAL STUDS
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OVERHANG OPTION DETAIL
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SPACE
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- POINT AT 6" D.C.
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STRUCNRAL ENGINEERS
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SMP-51, SMI-79, [CC 5185040 SPACED AT 24" O.0 KW.
10649 Oakview Pointe Terrace
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WALL SHEATHING OPTIONS:
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SiRUCNRAL ENGINEERS
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SMP-51, SMI-79, ICC 5185040
10649 Oakview Pointe Terrace
Gotha, Florida 34734
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10649 Oakview Pointe Terrace
Gotha, Florida 34734
END WALL FRAMING OPTION
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SKID RUNNER SPACING*
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SHED WIDTH
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10'-0"
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2020-12-22 TOP LINE ENGINEERING APPROVAL PLAN # LB-S-LBE-170D-20 *** HVHZ APPROVED
409 DIXON STREET
VIDALIA, GEORGIA 30474
PHONE NUMBER: (912) 538-18
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SMP-51, SMI-79, ICC 5185040
10649 Oakview Pointe Terrace
Gotha, Florida 34734
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2020-12-22 TOP LINE ENGINEERING APPROVAL PLAN # LB-S-LBE-170D-20 *** HVHZ APPROVED
409 DIXON STREET
VIDALIA, GEORGIA 30474
PHONE NUMBER: (912) 538-1&
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409 DIXON STREET
VIDALIA, GEORGIA 30474
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REVISIONS
REV
DESCRIPTON
GATE
OPTIONAL ELECTRIC TO EACH UNIT
WILL BE FIELD CONNECTED FROM
EXISTING POWER SOURCE
ELECTRICAL NOTES: Y
1. ALL WIRE TO BE #12 THHN SOLID COPPER WITH GROUND.
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.
RMT— RIGID METALLIC TUBING
358.30 SECURING AND SUPPORTING. EMT SHALL BE INSTALLED AS A COMPLETE SYSTEM IN ACCORDANCE WITH
300.18 AND SHALL BE SECURELY FASTENED IN PLACE AND SUPPORTED IN ACCORDANCE WITH 358.30 (A) AND (8).
(A) SECURELY FASTENED. EMT SHALL BE SECURELY FASTENED IN PLACE AT LEAST EVERY (LOFT). IN ADDITION,
EACH EMT RUN BETWEEN TERMINATION POINTS SHALL BE SECURELY FASTENED WITHIN (3 FT) OF EACH OUTLET BOX,
JUNCTION BOX, DEVICE BOX, CABINET, CONDUIT BODY, OR OTHER TUBING TERMINATION.
EXCEPTION NO. 1: FASTENING OF UNBROKEN LENGTHS SHALL BE PERMITTED TO BE INCREASED TO
A DISTANCE OF (5 FT.) WHERE STRUCTURAL MEMBERS DO NOT READILY PERMIT FASTENING WITHIN (3 FT).
TOP LINE ENGINEERING LLC
TRUCNRAL ENGINEERS
William E. Neary, III
SMP-51, SMI-79, ICC 5185040
10649 Oakview Pointe Terrace
Gotha, Florida 34734
2020-12-22 TOP LINE ENGINEERING APPROVAL PLAN # LB-S-LBE-170D-20 *** HVHZ APPROVED
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