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Home My WebLink AboutShed Floor Plan 4707 Eagle Drive! 10649 Oakview Pointe Terrace • Gotha • Florida 34734 • Phone 407- 421-4037 • Projects.TLE@yahoo.com FL Certificate of Authorization 31785 ! January 20, 2021 Mr. Thomas Campbell Florida Department of Business and Professional Regulation 2601 Blair Stone Road, Building C Tallahassee, Florida 32399-6563 RE: Plan Approval Superior Sheds Plan # BUNG-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, 7th Edition 2017 National Electrical Code (NFPA-70) Florida Product Approval Rule 61G20-3.006 (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. Respectfully, William E. Neary, III 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. GENERAL NOTES 1. FOUNDATION PLANS ARE NOT PART OF THIS PLAN SET AND ARE GOVERNED BY LOCAL JURISDICTION. 2. BUILDINGS ARE APPROVED FOR RESIDENTIAL LAWN STORAGE ONLY 3. THIS BUILDING IS EXEMPT FROM THE FECC PER SECTIONS R101.4.2.4, R402.1. 4. REFER TO TIE DOWN DETAILS FOR PROPER INSTALLATION REQUIREMENTS TO MEET CODE. 5. ALL LUMBER FOR CONSTRUCTION WILL BE #2 SYP EXCEPT AS NOTED. 6. GUTTERS SHALL BE SITE INSTALLED PER THE LOCAL AUTHORITY HAVING JURISDICTION AND PERMITTING REQUIREMENTS. 7. ALL WINDOWS AND DOORS TO MEET THE MINIMUM SPECIFICATIONS PER THE APPROVED PLANS AND THE FLORIDA BUILDING CODE. 8. IN ACCORDANCE WITH FBC 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 FBC 1010.1.1, EXCEPTION (10.) BUILDINGS THAT ARE 400 SQ-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 SQ-FT OR MORE SHALL HAVE AN 80” MINIMUM DOOR. 10. IN ACCORDANCE WITH FLORIDA STATUTE 553.80 (1)D, LAWN STORAGE BUILDINGS AND STORAGE SHEDS BEARING THE INSIGNIA OF APPROVAL OF THE DEPARTMENT ARE NOT SUBJECT TO 553.842 (FLORIDA PRODUCT APPROVALS) BUT SHALL MEET THE DESIGN WIND LOAD REQUIREMENTS OF THE 2020 FBC 7TH EDITION. 11. FLAT METAL STRAPS CAN BE BENT AROUND STRUCTURAL MEMBERS OF WALL STUDS, TRUSSES, CHORDS, ETC. TO HELP SECURE THESE MEMBERS, PROVIDED THAT THE ADDED BEND DOES NOT INTERFERE WITH ANY OF THE EXISTING BREAKS/BENDS IN THE STRAP. 12. AS PER FBC SECTION 1626.1 EXCEPTION (F): STORAGE SHEDS THAT ARE NOT DESIGNED FOR HUMAN HABITATION AND THAT HAVE A FLOOR AREA OF LESS THAN 720 SQUARE FEET OR LESS ARE NOT REQUIRED TO COMPLY WITH THE MANDATORY WINDBORNE DEBRIS IMPACT STANDARDS OF THIS CODE. 13. COMPONENTS/CLADDING ARE IN COMPLIANCE WITH THE 2020 FBC 7TH EDITION. 14. SHEDS LOCATED IN FLOOD HAZARD AREAS MUST COMPLY WITH THE LOCAL FLOOD ZONE REGULATIONS. 15. IF A WALL IS FRAMED FOR FUTURE HVAC UNITS THAT SHALL BE APPROVED BY THE AHJ AND SHALL COMPLY WITH LOCAL REQUIREMENTS FOR PERMITTING. 16. WINDOWS AND DOORS INSTALLED BY THE CUSTOMER THAT SHALL BE APPROVED BY THE AHJ AND SHALL COMPLY WITH LOCAL REQUIREMENTS FOR PERMITTING. 17. HVHZ COMPONENTS FOR SHEDS REQUIRE THAT INSTALLATION PER MANUFACTURER’S INSTRUCTIONS. 719 SQ/FT MAX. . BUNG-20 +/- 20 PSF NO NOT APPROVED FOR HVHZ William E. Neary, III SMP-51, SMI-79, ICC 5185040 10649 Oakview Pointe Terrace Gotha, Florida 34734 2021-01-20 TOP LINE ENGINEERING APPROVAL PLAN # BUNG-20 *** NOT HVHZ APPROVED William E. Neary, III SMP-51, SMI-79, ICC 5185040 10649 Oakview Pointe Terrace Gotha, Florida 34734 2021-01-20 TOP LINE ENGINEERING APPROVAL PLAN # BUNG-20 *** NOT HVHZ APPROVED William E. Neary, III SMP-51, SMI-79, ICC 5185040 10649 Oakview Pointe Terrace Gotha, Florida 34734 2021-01-20 TOP LINE ENGINEERING APPROVAL PLAN # BUNG-20 *** NOT HVHZ APPROVED William E. Neary, III SMP-51, SMI-79, ICC 5185040 10649 Oakview Pointe Terrace Gotha, Florida 34734 2021-01-20 TOP LINE ENGINEERING APPROVAL PLAN # BUNG-20 *** NOT HVHZ APPROVED William E. Neary, III SMP-51, SMI-79, ICC 5185040 10649 Oakview Pointe Terrace Gotha, Florida 34734 2021-01-20 TOP LINE ENGINEERING APPROVAL PLAN # BUNG-20 *** NOT HVHZ APPROVED William E. Neary, III SMP-51, SMI-79, ICC 5185040 10649 Oakview Pointe Terrace Gotha, Florida 34734 2021-01-20 TOP LINE ENGINEERING APPROVAL PLAN # BUNG-20 *** NOT HVHZ APPROVED William E. Neary, III SMP-51, SMI-79, ICC 5185040 10649 Oakview Pointe Terrace Gotha, Florida 34734 2021-01-20 TOP LINE ENGINEERING APPROVAL PLAN # BUNG-20 *** NOT HVHZ APPROVED William E. Neary, III SMP-51, SMI-79, ICC 5185040 10649 Oakview Pointe Terrace Gotha, Florida 34734 2021-01-20 TOP LINE ENGINEERING APPROVAL PLAN # BUNG-20 *** NOT HVHZ APPROVED