HomeMy WebLinkAboutMISC LETTERS - ENGINEERINGFIA MamdacwiedBwldingProgram
Busines � , T 1840NoMM �eWA
Professional FIL� s, Tallahassee, Florida32399-on2
C®p yr'hone 850.48T.1824- Fax: 950.414.8436
Ken Lawson, Secretary ®®®® A Rick Scott, Governor
August 22, 2016 1PIECEIVED
Robert Moore
Lark Builders, Inc. APR 99 2019
P.O.Drawer 629
Vidalia, GA 30475 sT. Lucie County, Permitting
RE: Manufacturer Certification, ID MFT-114; Expiration Date: August 22, 2019
Dear Robert Moore
It is my pleasure to Inform you that Lark Builders, Inc., located at 409 DIXON STREET, P O
DRAWER 629, VIDALIA, GA 30475, has been approved under the Manufactured Buildings
Program, as provided for under Chapter 553, Part I, Florida Statutes, to manufacture Factory
Built Schools, Storage Sheds, Manufactured Buildings for installation In Florida.
Construction or modification on a manufactured building cannot begin until the Third Party
Agency has approved the plans in accordance with the current Florida Building Code. Your Third
Party Agency Is a contractor for the Department and has statutory authority and responsibilities
that must be met to maintain approved status. You may expect and demand quality plans
review and Inspections.
Each Code change will make your plans obsolete until they have been reviewed, approved and
Indicated [on the cover page of the plans] for compliance with the Code by your Third Party
Agency for plans review. Please ensure that your plans are In compliance and are properly
posted on our website. All site -related Installation Issues are subject to the local authority
having jurisdiction.
The Department's contractor will make unannounced monitoring visits at least once each year:
You must grant complete access to your manufacturing facility and records to remain In
compliance with the rules and regulations of this program.
Your certification Is approved for three years from this date. You will receive a renewal notice by
Email generated by the BCIS (www78oridabulldfhd.oro) for online renewal. If you have questions
you may contact Robert Lorenzo at 850-717-1835 or our FAX at 850-414-8436.
Please visit our website at www.Floridabuilding ora to see valuable Information on the Florida
Manufactured Buildings Program. A copy of this letter must accompany applications for local
building permits.
Sincerely,
_ Robert Lorenzo
Manufactured Buildings Program
cc: Professional Service Industries
.l i i 'yat
u.
ENGINEERING,
FURAL 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.
SCABN�NED
St. Lucie County
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 ,
Azf-
William E. Neary, II
Business Partner
Topline Engineering, LLC
BILL.TLE@vahoo.com
10649 Cakview Pointe Terrace • Gotha • FL 34734 • Phone (407) 421-4037 • Projects.TLE@yahoo.com
FL Certificate of Authorization 31785
THIS BUILDING IS NOT APPROVED FOR HVHZ
N fGINE
TOI'LINE !-INGWWEE LLC
—1 P SLINE ENRS
- 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 WALLS/DOORS WINDOWS+48.8/-43.9
— ASPHALT SHIGLES /
50'-0" MAXIMUM BUILDING LENGTH — 30'-0" MAX FOR VAULTED ROOF
_
COW iNFOEL
110N
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SLDPE
SLDPE
3.5'-2OGA METAL COLLAR TIE. 4'-0
LONG ATTACHED WITH (2) 110 SELF
DRILLING GRABBAR SCREWS EACH SIDE
SEE ROOF FRAMING
SCHEDULE FOR RAFTER AND
BRACING SPACING
—VARIES, 6'-0- TO 13'-8'—
FRAME SECTION
2.5'..5' CORRUGATED ROOF PANELS
FASTENED WITH .25--14.75- HWH SEE ROOF
TRAXX/1 AT 6- O.C. SCHEDULE FOR RAF
BRACING
3.5-20GA META
SPACED AT 16' f
3.5--2CGA METAL STUDS,
SPACED AT 24' O.0 MAX.
_ 3.5- BRACE AT 3•_0-
ABOVE FINISHED FLOOR,
ATTACH TO EACH STUD W/(2) 110
SELF DRILLING GRABBER SCREWS.
(1) INTO EACH FLANGE
SHEATHING FASTENED W/
y8.1.5' GRABBER SCREW (OR
EQUAL) AT 6- O.C.
LT P L�F ENNNG =
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William E. Neary, III
SMP-51, SMI-79, ICC 5185040
20649 OakN wPoime Terrace
Gotha, Florida 34734
ATTACH ROOF FRAMING TO
TOP PLATE OF WALL FRAMING
WITH BUILOEX 10-16XI TEKS
PANHEAD SCREWS WITH d3 DRILL
POINT AT 6' G.C.
OVERHANG OPTION DETAIL
ATTACH ROOF FRAMING TO
r TOP PLATE OF WALL FRAMING
WITH BUILDEX 10-16X1 TEKS
PANHEAD SCREWS WITH 03 DRILL
„y POINT AT 6' O.C.
SEE ROOF FRAMING
SCHEDULE FOR RAFTER AND
BRACING SPACING
3.5-20GA METAL STUDS
SPACED AT 16' OX MAX.
OVERHANG OPTION DETAIL
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WALL SHEATHING OPTIONS: William E. Neary, Ill
— BOX RIB ALUMINUM — TWIN RIB ALUMINUM SMP-51,GMI-79, ICC 5186040
— DUTCH LAPSIDING ALUMINUM 10649 Oakvlew Pointe Terrace
SECURED WITH DUTCH LAPSIDING STEEL SIDING Gotha, Florida 34734
(2)H3 OR EQUAL — 29 GAUGE STEEL AG PANEL (RUN ANY DIRECTION)
— J" T-111 WOOD SIDING
DOUBLE 3.5" 20GA. — HARDIE PANEL STUCCO AND T-111 SIDING
STEEL TOP PLATE — HARDIE BOARD SIDING 3.5" 20GA. STEEL
POLYCARBONATE GREENHOUSE PANELS TOP PLATE
SEND WALL
4x4 P.T. POST
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GA. STEE
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(2)
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(2)MITEK OR ALPINE
.5" 20G
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3"x5" OR EQUAL
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MAX.
j
&6' OPTIONAL PORC
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STANDARD WALL DETAIL
END WALL
3.5" 20GA. STEEL
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FLOOR FRAMING
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THIS BUILDING IS NOT APPROVED FOR HVHZ
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William E. Neary, III
SMP-51, SMI-79, ICC 5185040 caDE ixrDRx.nox
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2019-04-03 TOP LINE ENGINEERING APPROVAL PLAN #43450. = w '^•" FBPR-4 OF 7
•VALVES ARE FROM END OF Qom
TO CENTERS OF SKIDS ONLY.
THIS BUILDING IS NOT APPROVED FOR HVHZ
A
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William E. Neary, III
SMP-51, SMI-79, ICC 5185040
10649 Oakview Pointe Terrace
Gotha, Florida 34734
'NOTE: JOISTS CAN BE EITHER b2 S.Y.P. OR 18 CAGE
STEEL CHANNELS, . THE STEEL CHANNEL ACTUAL DIMENSIONS MATCH THE WOOD ACTUAL DIMENSIONS AND
ARE INTERCHANGEABLE.
-FLOOR SHEATHING SECURED WITH
2d XO.113' NAIL (OR EQUAL) ® 6"O.C. MAX
50'-0" MAX.
16 O.C. TYP.
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JOISTSIDE
SIZE, SEE OFRAMING
SCHEDULE FOR SIZES
S�Y. P.x M2S SKIDS2 OR (2) P.T. 2x6 4'-O" OR 6'-0"�
OPTIONAL PORCH
2 SKID FLOOR FRAMING PLAN
20 - - LAN #43450.
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SKID RUNNER SPACING*
UNDER 30' LENGTH
SHED WIDTH
A
B
g•_p"
t5"
42"
g'-0"
18"
60'
10'-0"
18"
84'
24'
ea"
il'-8"
28"
84"
13'-0"
36'
84'
13'-8"
40"
ea'
e
6 -O
2 x4
6'-1" TO 11' 8"
2'x6"
> 11'-e"
2"x8"
E
1ALCES ME FROM NO OF J06T
TO CENTERS OF SKIDS ONLY.
-NOTE: JOISTS CAN BE EITHER b2 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
21"XO.113" NAIL (OR EQUAL) ® 6"O.C. MAX
50'-0" MAX.
16 O.C. TYP.
'VALUES ARE FROM END OF JOST
TO CENTERS OF SKIDS DAY.
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SCHEDULE FOR SIZES
THIS BUILDING IS NOT APPROVED FOR HVHZ
S.Y.P.PT x#2S SKIDs2 OR (2) P.T. 2x6 4'-0*
OPTIONAL
2 & 3 SKID FLOOR FRAMING PLAN
LAN #43450.
OR 6'-0"�
PORCH/TTFI
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NNER SPACING*
ER 30' LENGTH
A
B
15"
42"
1B"
6D'
te'
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24"
e4"
2B"
Ba"
36"
e4"
a0"
Da"
w
2"K 4"
6'-1" TO 11'-R"
2"x6"
SKID RUNNER SPACING*
30' LENGTH AND GREATER
SHED WIDTH
q
B
6'_p-
12"
24'
8'-D"
i6"
32"
10'-0"
20"
40"
11'-0"
22'
a4'
17'-B"
24"
46"
13'-0"
26"
sz"
13'-6"
28"
56"
ELECTRICAL
SYMBOL KEY
QRECEPTACLE
����""""
240V
240
RECEPTACLE
SINGLE POLE
SWITCH
THREE WAY
R
SWITCH
CEILING MOUNT
LIGHT FIXTURE
WALL MOUNT
LIGHT FIXTURE
FLUORESCENT
LIGHT FIXTURE
JUNCTION BOX
AT.y..i1T0�LINE ENG NEE0. NG� LC
bE —ST MLENGINEE09
William E. Neary, III
SMP-51, SMI-79, ICC 5185040
10549 Oakvie. Pointe Terrace
Gotha, Florida 34734
ELECTRICAL NOTES:
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
4.2OA CFCI OUTLETS
S.ALL RECEPTACLES TO BE AT 12'-16' A.F.G.; MAXIMUM 8 RECEPTACLES.
6. ALL SWITCHES TO BE AT 46'-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.
WINDOW HEIGHT, LOCATION
AND OVANTITY MAY VARY
AND ARE OPTIONAL
n
SEE VARIOUS END WALL \
FRAMING SECTIONS FOR
WALL AND DOOR FRAMING
OPTIONAL ELECTRIC TO EACH UNIT
WILL BE FIELD CONNECTED FROM
EXISTING POWER SOURCE
3.5" METAL STUDS
SPACED AT 24'
O.C. MAX
SEE VARIOUS END WALL
FRAMING SECTIONS FOR
WALL AND DOOR FRAMING
50'-0" MAXIMUM BUILDING LENGTH
NOTE: ALL ELECTRICAL EQUIPMENT SHOWN IS OPTIONAL AND LOCATIONS MAY VARY
W-S-LOT-200D I
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STATE
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