HomeMy WebLinkAboutPlan Approval Letter,.L TOP LINE ENGINEERING, LLC
STRUCTURAL ENGINEERS
December 22, 2020
Mr. Thomas Campbell ST. LUCIE COLTIN-It um n. YI TIIYV!F:!�.N
Florida Department of Business and Professional RegulaMNIE`► TD FOR COAIP IAA _E
2601 Blair Stone Road, Building C REVIEWED BY
DATE;
Tallahassee, Florida 32399-6563 PL4*r'S PEI'.MIT 11IL,ST B�P7 ON, @
G P:u� It'�6"ZCsION WILL BE ?,L4D�,
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, 7th 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 LE. Neary, l
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
PTf1NAl P(IRf:H-6' (1R W-I 50'-0" MAXIMUM BUILDING LENGTH - 30'-0" MAX FOR VAULTED ROOF
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ROOF SHEATHING OPTIONS:
- BOX RIB ALUMINUM
- 29 GAUGE STEEL AG PANEL
- STANDING SEAM STEEL
- ASPHALT SHIGLES
TOP LINE ENGINEERING LLC
STRUCTURAL ENGINEERS
William E. Neary, III
SMP-51, SMI-79, ICC 5185040
10649 Oakview Pointe Terrace
Gotha, Florida 34734
ROOF FRAMING PLAN RAFTERS ARE LINE WITH WALL SIS U
FOR CONTINUOUSUS P
LOAD TRANSFER PATH
MAXIMUM DESIGN PRESSURES
170mph BASIC WIND SPEED
1
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"' Please note Anygt eshons iegard�ng 1oca1 permlthng_should be dnected fo ifie,AAI It? iure
The:Manufa-efu"rer's confac ?ntoimdhon:cort be.foundin.'fhe fJHe;bfock of the 61dns.>
APPROVED FOR HVHZ
FBC 162&1 EXCEPTION: r. STORAGE RE SHEDS THAT ANOT DFSICTED FOR HU" HABITATION AND THAT RAVE A FLOOR AREA OF
720 SQUARE FEET (61 M2) OR LESS ARE NOT REQUIRED TO COMPLY WITH THE MANDATORY WINDBORNE DERM Y/PACT STANDARDS OF THIS CODE,
GENERAL NOTES
1. FOUNDATION PLANS ARE NOT PART OF THIS PUN SET AND ARE GOVERNED BY LOCAL
JURISDICTION.
2. BUILDINGS 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
PUNS AND THE FLORIDA BUILDING CODE
8.IN ACCORDANCE WITH FBC 1609.12. '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 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 -Fr OR MORE SHALL HAVE AN
EIW MINIMUM DOOR.
10. IN ACCORDANCE WITH FLORIDA STATUTE 553.80 (1)D. LAWN STORAGE BUILDINGS AND
STORAGE SHEDS BEARING THE NSIGNIA OF APPROVAL OF THE DEPARTMENT ARE NOT
SUBJECT TO 553.642 (FLORIDA PRODUCT APPROVALS) BUT SHALL MEET THE DESIGN WIND
LOAD REGUIREMENTS OF THE 2020 FBC 7TH EDITION.
I I. 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 NTERFERE 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 Fac 7TH EOIT10N.
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 WILL BE APPROVED BY THE AHI
AND LOCAL REQUIREMENTS FOR PERMITTING.
I6. WINDOWS AND DOORS INSTALLED BY THE CUSTOMER ARE REQUIRED TO HAVE APPROVAL
OF THE LOCAL AHI AND LOCAL PERMITTING REQUIREMENTS.
17. HVHZ COMPONENTS FOR SHEDS REQUIRE THAT INSTALLATION PER MANUFACTURERS
INSTRUCTIONS.
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William E. Neary, III
SMP-51, SIVI-79, ICC 5185040
10649 Oakview Pointe Terrace
Gotha, Florida 34734
409 DIXON STREET
ATTACH ROOF FRAMING TO VIDALIA, GEORGIA 30474
TOP PLATE OF WALL FRAMING PHONE NUMBER: 912 538-1
WITH BUILDER 10-I6X1 TEKS
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POINT AT 6" O.C. CODE INFORMATION
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OVERHANG OPTION DETAIL
2020-12-22 TOP LINE ENGINEERING APPROVAL PLAN # LB-S-LBE-170D-20 *** HVHZ APPROVED
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SECURED WITH (2) H3 OR EQUAL
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SIAP-51, SMI-79, [CC 5185040
10649 Oakview Pointe Terrace
Gotha, Florida 34734
STANDARD WALL DETAIL
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409 DIXON STREET
VIDALIA, GEORGIA 30474
PHONE NUMBER: (912) 538-1888
CODE INFORMATION
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SMP-51, SMI-79, ]CC 5185040
10649 Oakview Pointe Terrace
Gotha, Florida 34734
END WALL FRAMING OPTION
END WALL FRAMING OPTION
2U2U-12-22 IUP LINE tN(3INttKING APPROVAL PLAN # LB-S-LBE-170D-20 *** HVHZ APPROVED
409 DIXON STREET
VIDALIA, GEORGIA 30474
PHONE NUMBER: (912) 538-1888
CODE INFORMATION
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SMP-51, SMI-79, ICC 5185040
10649 OaMriew Pointe Terrace
Gotha, Florida 34734
SKID RUNNER SPACING*
UNDER 30' LENGTH
SHED WIDTH
A
B
6'-0"
15'
42"
8'-O"
18"
60"
10'-0-
18"
84'
11'-0"
24"
84"
11'-8"
28"
84'
13'-0-
36-
84-
13'-8"
40"
84'
VALUES ARE FROM END OF JOIST
TO CENTERS OF SKIDS ONLY.
w 1 JOIST SIZE- 1
6'-0" 2"x4"
6'-1" TO 11'-B- 2"x6"
> 11'-8" 2"xS"
-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 EDGE AND FIELD
SKID RUNNER SPACING*
30' LENGTH AND GREATER
SHED WIDTH
A
B
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12'
24"
8'-0"
16'
32"
10'-0"
20"
40"
11'-0"
1 22'
44-
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24'
46-
13'-0"
26"
52-
13'-8"
28"
56"
-VALUES ARE FROM END OF JOIST
TO CENTERS OF SKIDS ONLY.
2 & 3 SKID FLOOR FRAMING PLAN
2020-12-22 TOP LINE ENGINEERING APPROVAL PLAN # LB-S-LBE-170D-20 *** HVHZ APPROVED
409 DIXON STREET
VIDALIA, GEORGIA 30474
PHONE NUMBER: (912) 538-1888
CODE INFORMATION
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STRL1C1l _ENGINEERS
William E. Neary, III
SMP-51, SMI-79, ICC 5185040
10649 Oakview Pointe Terrace
Gotha, Florida 34734
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VIDALIA, GEORGIA 30474
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CODE INFOR—ON
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NAILS 612'O.C. STAGGERED
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BOTH ENDS SECURED TO END JOIST
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ELECTRICAL SYMBOL KEY
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RECEPTACLE
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CEILING MOUNT
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LIGHT FIXTURE
WALL MOUNT
LIGHT FIXTURE
FLUORESCENT
LIGHT FIXTURE
JUNCTION BOX
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WINDOW HEIGHT, LOCATION
AND QUANTITY MAY VARY
AND ARE OPTIONAL I
NOTE: ALL ELECTRICAL EQUIPMENT SHOWN IS OPTIONAL AND LOCATIONS
MAY VARY WITH A MAXIMUM NUMBER OF 2 LIGHTS AND 6 OUTLETS PER LAYOUT
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WILL BE FIELD CONNECTED FROM
EXISTING POWER SOURCE
LECTRICAL NOTES: -T'
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 (B).
(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).
L TOP LINE ENGINEERING. LLC
STRUCTURAL ENGINEERS
William E. Neary, III
SMP-51, SMI-79, [CC 5185040
10649 Oakview Pointe Terrace
Gotha, Florida 34734
2020-12-22 TOP LINE ENGINEERING APPROVAL PLAN # LB-S-LBE-170D-20 *** HVHZ APPROVED
409 DIXON STREET
VIDALIA, GEORGIA 30474
PHONE NUMBER: (912) 538-181
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