HomeMy WebLinkAboutManufacturer CertificationFlorida . ,
Re� orpnt of Business
& Professiona(RegulaUon
Halsey, Beshears, '.Secretary
Robert Moore FILE COPY June 28, 2019
Lark Builders, Inc.
P.O. Drawer 629
Vidalia, GA 30475
RE: Manufacturer Certification, ID MFr-114; Expiration Date: June 28, 2022
Dear Robert Moore
Ron DeSantis, Govemor
REVIEWED FOR
CODE COMPLIANCE
S• LUCIE COUNTY BOCC
It is my pleasure to inform you that Lark Builders, Inc., located at 409 DIXON STREET, P 0
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 (www.floridabuildina ora) 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 to see valuable information on the Florida
Manufactured Buildings Program. A copy of this letter must accompany applications for local
building permits.
cc: Top Line Engineering, LLC
Sincerely,
ixx�v___
Robert Lorenzo
Manufactured Buildings Program
STATE -OF FLORIDA
DEPA'RT.MEN'T OP,, 'CO:.MN1'UN,LT'Y A FA'tRS
"Dedicated to making' Florida ,a tietter,place toca!!'liome°
JH8;8USH. THAV66s L. COHEN; A!k* '
Gwenwr SeaeLI
D1ViS1OROF; HOUSING &COMMUNOY DEVELOPMENT
BUILDING CODES 8c STANDARDS
MEM01tAN
From: Michael AshW6rth, Manufactured Buildings Program Nianager1 .
To: Building ,Officials, Manufacturers &'Third Party Agencies
Subject:Raised :Seals, on Plans for'Manufactured'(Modular) Buildings
Date: November28,'2UOb:.:. ,
Section 553 80(1)(d), FS:specifically exempts state approved ma
nufactueed'(modular)`buildings bearing`
the DCA nstgnjdi from further plan review by local code enforcing agencies., Rule'9B 1, FAC, and)`th'e
Flortda Building .Code.(E§C) do.nott requ re original signed and scaled•platis for manttfacttired (mod6lar.).
buildings to be:submitted to larml jurtsdicdons to obtalti a building permit. I lie mstgnia Issued by_this
Department attests that"tiie:platts:have been reviewed and the buildings inspectedby a state approved
Third Party °Agency and found compliant with'the FBC.
Hawever,; any code requirements'not completed. at the factory are considemii site related and are subject
16 plan review 4p ,intpectiofi-in-accordance with the FBC and,locai requirements Signing
sealing Ofthese�plans should�fallow local procedures. All site -related iitsiallatign requirements (e g>;
foupidatton `electrical hoot; -up, plumbing, etc ,) are specifically and enticely;reserved to the=local auifiority"
having jurisiitcton, Wha inay require signed and sealed plans for applicable items:
The State of Florida tNanufaetured (M4dtilar)Buildings Program rgquires its approved.Thtrd:Party
Agenctes,to �matntam a set, signed aiid sealed plans, (e ther'liardcopy. or electronte) that have been
reviewed.and approved by., Florida licensed design prolesstona) or.Modular;Plans Reviewer. 'inspection
reports condueted.'at the manufactunng,factlity by, Florida licensed design professionals orMod filar
Inspectors:are also iequired to ,be',on.:fle, Local jurisdictions ntay require copies:ofthe.approaed puns
with'the permtt application or mayrely on the.plans an, file at �vv�v.flot idabitildnie ore.
Tor,additional information, please contact Mich,*! Ashworth`'at 850=922-6075 or.E-mail.;,
t ichacl.asworth@dca,state.1 us.
cc: 1, Jones
Files
23;65. SHUMAR:D.-0AK r30.ULEVARD. TALLAAWSSEE, F:LOR_16A 2d._6,9.21Q0
Phone,:..850;488.146,616uncorn 278.6466 FAX- 854'.92i..p7d I?r!§ iCoin 241'.,0781'
i`teer:et;'adtlres�.; http;llwww.dca �ra'te r.L6L6
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PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND
THE SHA AUTHENTICATION CODE MUST BE VERIFIED ON ANY ELECTRONIC COPIES
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AP-1 OF 1
r47;OP LINE ENGINEERING LLC
L't
N I RUCI-URAL 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 8 51125.
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, 6111 Edition
2014 National 9eotrical Code (NFPA•70)
These plans comply with Florida Product Approval Rule 61 G203.006 (FAC)
A signed and sealed set of plans are maintained on file with Topline Engineering,
LLC.
Al 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.
Respectfully,
William E. Neary, III
Business Partner
Topline Engineering, LLC
BILL.TLE@Yahoo com
10649 Oakvlew Pointe Terrace • Gotha • FL 34734. Phone (407) 421.4037 • Projects.TLE@yahoo.com
FL Certificate of Authorization 31795
._ T'r�L�LINFFLINEL+RING,�I.I.(:-
C W —Ti tiuluPinclu([ro .
William E. Neary, III
SMP-51, SMI-79, ICC 5185040
10649 OaWiew Pointe Terrace
Gotha, Florida 34734
DESIGN PRESSURES
ROOF SHEATHING OPTIONS: ROOF +27.8 -94.7
- BOX RIB ALUMINUM WALLS DOORS WINDOWS +32.5/-29.2
- TWIN RIB ALUMINUM
DUTCH LAPSIDING ALUMINUM
- DUTCH LAPSIDING STEEL SIDING
ROOF FRAMING PLAN
24" STUD SPACING
WIDTH
RAFTER SIZE
6'-0" TO 10'-0"
#2 S.Y.P 2"z4'
11'-0" TO 13'-8'
#2 S.Y.P 2'x6"
16" STUD SPACING
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NOTE: WALL FRAMING MEMBERS ARE CONTINUOUS FROM
William E Neary, III
FOUNDATION SILL TO ROOF AND SECURED TO ENSURE A
SMP-51, SMI-79, ICC5185040
CONTINUOUS LOAD PATH. WHERE WALL MEMBERS ARE
NOT CONTINUOUS, SHEET METAL CLAMPS, TIES, OR CUPS
10649 Oakview Pointe Terrace
Gotha, Florida 34734
SHALL BE FORMED OF GALVANIZED STEEL OF NOT LESS
THAN 0.040' NOMINAL THICKNESS.
WALL SHEATHING OPTIONS:
— BOX RIB ALUMINUM
RIB M
*DOOR do WINDOW LOCATIONS VARY — DUTCH LAAPPSIDING ALUMINU
— DUTCH LAPSIDING STEEL SIDING
44 P.T. NOTCHED AND TOP PLATE SECURED TO 4x4
FASTENED WITH W/(4) WITH W/(2) 0.131x3.25 GUN
0.131x3.25 GUN NW%UULS NAILS m 5' O.C.
— 29 GAUGE STEEL AG PANEL (RUN ANY DIRECTION)
— 8' T-111 WOOD SIDING
— HARDIE PANEL STUCCO AND T-111 SIDING
TEND WALL
SEE HEADER DETAIL — POLYCARBONATE REOENHOUSSEAND SIDING
1
/
44 P.T. POST
SEE HEADER
VARIES
DETAIL
(2)MITEK OR ALPINE
2x4 STUDS
3'z5' OR EQUAL
24' O.C. MAX.
k6' OPTIONAL PORC
0'-0' MAX. I
FncH cosNeR ' '""' STANDARD WALL DETAIL
WITH DOOR & WINDOW OPTIONS
te-tr�
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END WALL
a
2x4 SOLE PLATE
_
FLOOR FRAMING
FRAMING
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OR EQUAL
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2.4 SOLE PLATE
FLOOR F7TA61N0
—
I
�7.990
1.2e MONO STRAPS ON
IOR OR E MioR OF WALL
EN WITH (2)-0.131524L'
NAI A OR JH% ' 'S EACH
MNO SLOPE O BLOCKING
(WCHT BE REAUIREO)
F.F.E.-
END ELEVATION
WRHOUT DOOR�'sac+ipuc
OR QUAL NE Sr5•
William E. nhary,111
SMP-51, SMI-79, [CC 5185040
10649 Oalvlew Pointe Terrace
Gotha, Florida 34734
OPfIfNUL L
OPTIONAL INTERIOR TRUSS
J,�,MMMAQ
1E (OR
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SECURED TAP
OPTIONAL OVERHANG DETAII i
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EQUAL) AT EACH ��H(A22FFER
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2)
END ELEVATION
WITH DOOR
JOIST COLLAR SCHEDULE
CKW MOM I�E1I510H 5 fLx OGY/R IOOROAI
ROOF PRCH
War WIDTH
ro Y'-0' ro 10'-O' TO II'-0' ro 12'-W TO 17'-0• ITO W-W
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SHt91 WIDTH A B
B'—p'
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42'
B'-0'
18'
60•
10'-0'
16'
B4'
11'-0'
24'
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2B'
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36'
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40'
84•
'V&= ARE FROM EHD OF J=
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William E. Neary, III
2'x6
SMP-51, SMI-79, ]CC 5185040
> 11 —0 2 x8
10649 Oakvlew Pointe Terrace
Gotha, Florida 34734
*NOTE: JOISTS CAN BE ErrHER J2 S.Y.P. OR 18 GAGE
THE
STEEL NEL ACTUAL
NMAATTCH
DIMENSIONS THE W
OOD AACTTUUAL DIMENSIONS AND
ARE INTERCHANGEABLE.
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William E. Neary, III
SMP-51, SMI-79, ICC 518SO40
10649 Oakvlm Pointe Terrace
Gotha, Florida 34734
12' LAP SPLICE FASTENED WITH (8A'x4'
LAG SCREWS ON INSIDE, (3A'x4' LAG
SCREWS DN OUTSIDE (9 TOTAL)
4f1x6" P.T. SKID SPLICE
SENCO K28 (OR EQUAL) NAILS, TWO
ROWS 1.5" FROM THE EDGE, O 12'
O.C., STAGGER ROWS 6'.
3'k8' SPLICE PLATE FASTENED WITH
EACH SIDE K28 (OR EQUAL) NNLS
EACH SIDE
() 2"x6" P T SKID
SPLICE/SECURING
SIMPSON H-3 DR 20GA. STRAP
WITH (4) 0.131)025' NAILS AT
EACH END (OR EQUAL)
WX14' NOTCH
FOR EACH JOIST
ATTACK MSTT TO SKID WITH $S14'
LAC SCREW OR (2)SIMPSON H-3
(OR EQUAL) AT EACH CROSSING
JOIST TO SKID
CONNECTION
WALL SHEATHING
--.2x4 WALL STUDS
3/31/17
SOLE PLATE SECURED N�
WITH • 01 .4 LAG w
SCR WO.C.
FLOOR SHEATHING QQ>
FLOOR JOIST LI.I
X m
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2x4 BLOCKING BETWEEN SKIDS, `2K BLOCKING BETWEEN SKIDS AT
UNDER DOUBLE END JOIST BOTH ENDS SECURED TO END JOIST
SECURED WITH (3) 0.120'x3' WITH (3) 0.120'x3' NAILS 012'O.C.
p
NAILS 012'O.C. STAGGERED EACH SIDE STAGGERED
O
3
WALL TO FLOOR
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CONNECTION DETAIL¢
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NEERING APPROVAL PLAN #51 125
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HEADER DETAILS, EQUIVALENT SIZES & MISCELLANEOUS DETAILS
1-THE OPTIONAL 1/2' PLYWOOD OR OSS FILLER CAN BE BETWEEN BOARDS OR ON INSIDE OF STRUCTURE MITEK 2'x4' OR EQUAL TYP.
2. SEE FASTENER SCHEDULE FOR HARDWARE REQUIREMENTS.
3. SEE 4. WINDOW �HEADERS HAVE COMBDER SCHEDULE FOR INED 50x RDITIONAL FMOREnWALL FRAMING ABOVE AND BELOW, OTHERWISE REFER TO DOOR HEADERS.
5. THESE ARE DESIGN MINIMUMS AND LARGER STUDS CAN BE SUBSRTUTED
rm wnroll
.xu. m.
2•x4' TYP.
12 yn' WIM OpOpnALV2LIDC
1 PLYW000 OR OSB
RlEli OR 4L4-
1
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1/2
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EQUIV. (SEE SMEr 5)
7z- 1
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�
2 2"x4" OR 4"x4" WIDE OR LESS .�
OPTIONAL WOOD FRAME
WAU Mom ;. DOOR CONSTRUCTION DETAIL mxa
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FbUly. (sFE stffr OwN. (SEE SIlW 5) �.,1.) *ALL eruD& varr is sECIm u}w�aE
ro sIffATHWG As PER
NMIUFACRI�R9 OlsmuclwNs
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(OPTIONALi
Side Wall Header Schedule H80CNe1
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t5
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u ling In End Wall Header Schedule 180C e
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Size(d,g) p to 14• Fastener; wlo strap
ex. (each endXc) Size(d) Max. Span Lyjb) Fasteners w/o strap
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mul, (earn eMXc}
1-2°x4' -0 3 — 3' x 0.131' nails 1.2'x4• 6-0• 0 3 — x 0.1 nails
2-2'x4• G-0' 1
R
0-3'x 0.1311'nails 2-2•x4' qO' 0 6—a x0.131-mu
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a. tabulated values are for No. gentle Ire-" lumber. a. abWal �elues are or No. grade 3pnree-PI u lumber.
ro-
Ix
0
M"�°'� YOi•"' `
b. NJ - Number ofjack studs required to support each end. b. NJ - Number ofJack studs required to support each end.
C. ll mer 3'span and no straps are used, header must to
I
ern next stud. c. If otter 6' span and no straps are used, header must nm to next stud.
d. Includes 1/2' Plywood Filler. d. includes 11r Plywood Filler.
e. See header details[Oraltemale layouts, i.e. 2-2•x4•
Qd
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1. Window header for window openings that have more than 50% combined stud wall allow L This table Is only for headers below the endwall truss. Use Side Wall
and below, othervrise use door header schedule. Header Schedule for MAX• B' SPAN
o0
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,n
headers that break bottom cod of and wall truss.
g. The header can be attached to the lop plate and thusly tnm the combined strength
3
-
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2FIXfURE LDCATI07�(AND TYPE MAY VARY
N��Tj,SJ jNE[RING, TIC 3•PURTIC OR METAL 'NEW WOPo(' OUTLET
A GFG 0(RIEI$
6. ALL RECFPTACL6 TO BE AT tz•-78• AhG.: MAXIMUM B RECEPTACLES,
William E. Neary, III B. ALL SWITCHES TO BE AT 4B'-52' A.F.G.
SMP-51,SMI-79, ICC5185040 7-FLUORESCENT TIC LED �F-p� �Y SUesmu7t: FOR MCANDFscrM LIGHTING
106490akvlew Pointe Terrace B•THE MAN ELECTRICAL PANEL FEEDERS, POWER HOOKUP TO UNIT (INCLUDING ALL DISCONNECTS, OVER CURRENT
Gotha, Florida 34734 DEVICES, PANELS, GROUNDING, EEC.) IS oE51CNm BY OTHERS, SITE INSTALLED, AND SUBJECT TO LOCAL APPROVAL
WINDOW HE GHT, I.MTION
AND QUANTITY MAY VARY
AND ARE OPTIONAL
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ELECTRICAL
SYMBOL KEY
l I I J
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RECEPTACLE
240V
40
RECEPTACLE
SINGLE POLE
SWITCH
THREE WAY
SWITCH
CEILING MOUNT
LIGHT FIXTURE
WALL MOUNT
LIGHT FIXTURE
FLUORESCENT
LIGHT FIXTURE
JUNCTION BOX
SEE VARIOUS END WALL \
FRAMING SECTIONS FOR
WALL AND DOOR FRAMING
OPTIONAL ELEGIMC TD EACH UNIT
WILL BE FIELD CONNECTED FROM
EXISTING POWER SOURCE
3.5• METAL STUDS
SPACED AT 24•
O.C. MAN
SEE VARIOUS END WALL
FRAMING SECTIONS FOR
WALL AND DOOR FRAMING
'—T MAXIMUM BUILDING LENGTH
NOTE: ALL EI ECTRIQA EQUIPMENT SHOWN IS OPTIONAL —AND 0 ATION MAY VARY
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HEADER DETAILS, EQUIVALENT SIZES & MISCELLANEOUS DETAILS
MOOD OR OSB FILLER CAN BE BETWEEN BOARDS OR ON INSIDE OF STRUCTURE
LE FOR HARDWARE REQUIREMENTS.
FOR ADDITIONAL INFORMATION.
COMBINED 50% OR MORE WALL FRAMING ABOVE AND BELOW, OTHERWISE REFER TO DOOR HEADERS.
IIMUMS AND LARGER STUDS CAN BE SUBSTITUTED
(2 YN' ytOH OPfI0N4L SINGLE FLAT
1 RWpOD OR N 2"W HEADER
FILLER OR 4%4'
(2 244' WITH OPRON/L
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WINDOWS* 3'
WALE
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ELWN. (;:9EE7 ( )
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Side Wall Header Schedule (180C1(e1
Oldlmg Width
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3 3" x U. 131, nail.,
r_..�,Y_......__ �__._,. .,,..,, 6— 3. nets
OPTIONAL WOOD FRAME
DOOR CONSTRUCTION DETAIL
End Wall Header Schedule 180C e
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e1 eCrmrei NOTES•
' 1. ALL WIRE TO BE /72 THHN SOLID COPPER WITH GROUND. WIRING %tOiECfED BY NEC 2DU EDITION.
1 N�INSERING,y1C
3. �URC OR ME�TN. ATID �� OVUTL�Ef BOXES
€UWLL [N4`IN[[RS �4.2PMAGFCI��ro DE AT 12•-18. 0.F.G.; MAXIMUM 8 RECEPfACIES.
William E. Neary, III &ALL SWITCHES TO BEAT 48'-s2• AF.G.
SMP-51, SMI-79, ]CC 5185040 e. FLUORESCENT LpUTLE7g 7�p LED pfp �Y SUt�mIiE FOR WCANDEscEM upinNG
IOfi490akv1ew Pointe TerraIS ce D�DEVI 6NPANasCTR CK�RpU�l4. �'ERS, PO�WERmHO�KU��NS�NN (INCLUDING �D SUDJNECf p� CURRENT
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Gotha, Florida 34734
WINDOW HEIGHT, LOCATION
AND QUANTITY MAY VARY""}}
AND ARE OPTIONAL \ ��
ELECTRICAL
SYMBOL VN
k �J
rr
RECEPTACLE
240V
40
RECEPTACLE
SINGLE POLE
SWITCH
THREE WAY
SWITCH
CEILING MOUNT
LIGHT FIXTURE
WALL MOUNT
LIGHT FIXTURE
L—J
FLUORESCENT
LIGHT FIXTURE
Fil
JUNCTION BOX
3.5• METAL SUDS
SPACED AT 24•
O.G. MAX
h
pSEE VARIOUS END WALL \
13 FRAMING DOOR
FOR ' ` SEE VARIOUS END WALL
I WALL AND DOOR FRAMING Z/YJ FEE VAR SECTIONS ALL
`O WALL AND DOOR FRAMING
f� \
OPTIONAL RECTRIO TO EACH UNIT
WILL DE FIELD CONNECTED FROM
EXISTING POWER SOURCE
'-0' MAXIMUM BUILDING LENGTH
L!_OTE: ALL ELECTRICAL EQUIPMENT GHQWN IS OPTIONAL ANI LOCATIONS MAY VAov
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