HomeMy WebLinkAboutProduct Approval j F101ida
�a fQllent of Btjslness. FLA ManufacturedBuildngPrograrm
-" &Pr ofe�s'IonaiRe izion 2601@lairetoneRbad
� Tallahassee Flandn32399-0772
phone,.850:487,tM FtUc85Ii:414:843fi
Halsey Beshears, Secretary Ron DeSantis, Governor
June-28,2019
Robert Moore
Lark Builders,:Iiic.
0.6.Drawer•629-
.vidaifa,;GA 3005
a RE: Manufacturer Certification,ID MFT-114; Expiration Date;June 28,2022
Dear Robert,MOore -
It is my pleasure,to inform you that Lark Builders,Inc.,located at 409 DIXON STREET,P-C)
DRAWER 629,VIDALIA,..GA 30475, has been approved under the Manufactured Buildings
Programs.as provided'(or under Chapter 553,Part I; Florida Statutesi t&,rfi.anufacture 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 OeiJartinent'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.
Tbel bepartmenf's contractor will make.unannounced monitdring.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.fioridabQildina.oro)for online renewal..1f.you have questions
you may contact Robert Lorenzo at 850-717-1835 or our FAX at 850-414-8436.
Please visit our website at ww4v.fioridabuiidirno.org 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:Top Line Engineering, LLC
:c?
e
r
ICETOP LINE ENGINEERING LLC
STRUCTURAL. 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.
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, 6t" 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 ectfull ,
William E. Neary,ril
Business Partner
Topline Engineering, LLC
BILL.TLE@yahoo.com
10649 Oakview Pointe Terrace•Gotha • FL 34734• Phone(407)421-4037• Projects.TLE@yahoo.com
FL Certificate of Authorization 31785
.T,HIS.:BUII DING IS•;NOT AP.P.ROVEE)F70R HVHZ
Li EE GINEERING LLC +"�
STR ENGI EE �.." '..
William E.Neary,III -
SIAP-51,SMI-79,ICC 5185040
10649 Oakview Pointe Terrace
ROOF SHEATHING OPTIONS: Gotha,Florida 34734 CODE INFORMATION ...a
DESIGN PRESSURES
- BOX RIB ALUMINUM
-• 29 GAUGE STEEL AG PANEL ROOF+41.7 -141. BAD"°TM"E
- STANDING SEAM STEEL
ASPHALT SHIGLES WALLS/DOORS/WINDOWS+48.8/-43.9 rac NPPttAESS�eN srsRN wi
oawwc
' Auar.a�Nweu or soma
50'-0" MAXIMUM BUILDING LENGTH - 30'-0" MAX FOR VAULTED ROOF eAv[.aosxm •-:ter
DIPr E
ExnaslaE nunsm
eA[nrNE PAtswA[[o[mncNr ./ o_.s
' obVRGN[C fAmOA
- Roor ouo Low.
noon uv[I,uo soo.ro.n uw
ttaon o[Ao IO.o oPsr d
VAULTED VAULTED ReW11rvE tON .ursr
SLOPE I SLOPE T•An[vs Of nn nod u/•
Neelna PEA M1LdNG
i CD
PAenECTYu USr<[
ILRmoulC SIEL101 LLLG< M
O • s°uVrc romux ++v son.°.uss
REVISIONS
i REV DESCRIPTON DATE I BY
I HST-ZRD
MTS
10/15/17
Do ' Q
• ��
o STA DARD'RIDG N/A
LB-S-LBE-200D
0 3.5" 20GA.
fO METAL FRAMIm% •n�
In ro
Ls[ ® 16" O.C. IlX.
STANDARD LLJ
-
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END WA11. TRUSS END WA TRUSS
LJ
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i
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O Florida License#64608
2019-04-03 TOP LINE ENGINEERING APPROVAL PLAN #43450.
0 Sheet. FBPR-1 OF 7
,THIS BUILOING'IS°NOT AP;.PROVBO'FOR,,HVHZZ
ATTACH ROOF FRAMING TO
TOP PLATE OF WALL FRAMING
WITH BUILDEX 10-16X1 TEKS
_ PANHEAD SCREWS WITH k3 DRILL
__ POINT AT 6" O.C. CODE INFORMATION
_ coo[Kxsgx
_ __ - AC1rRRx ulx Ma06.�rL�
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___ Cd61RDD110N Tier
rm PYa1E0110N MK
fPr SUDPPESSOx rYplrM rY4
3.5"-20GA METAL COLLAR TIE, 4'-0" 2.5"x.5'CORRUGATED ROOF PANELS
FASTENED WITH .25"-14x.75" HWH SEE ROOF FRAMING AuaAew xursm or soma Rri
LONG ATTACHED WITH (2) #10 SELF TRAXX/1 AT 5- O.C. SCHEDULE FOR RAFTER AND °Aa0"�SPUD
DRILLING GRABBAR SCREWS EACH SIDE BRACING SPACING upP [:
rratasuu
MRmML RRLSSOR[CDCRIarxl "/-are
aR n—r rxtnoR. •rD
poor DW LMD roKr
poor W w tour/t•]rb Por(r rdD
3.5-20GA METAL STUDS I R..Duo IDto /rev
SPACED AT 16" O.0 MAX. I rwoR Lxr tam urry
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mrMu nortcr
SEE ROOF FRAMING
SCHEDULE FOR RAFTER AND REVISIONS'
BRACING SPACING REV I DESCRFION DATE BY
OVERHANG OPTION DETAIL
3.5"-20GA METAL STUDS.
SPACED AT 24" O.0 MAX.
_ "W L1TB
a - 3.5" BRACE AT 3'-0" °°"' 10 15%n
3: ABOVE FINISHED FLOOR.
/
ATTACH TO EACH STUD W/(2) #10 N/A
c SELF DRILLING GRABBER SCREWS,
(1) INTO EACH FLANGE LB-S-LBE-YDDD
SHEATHING FASTENED W/ LLJ "tr
#80.5" GRABBER SCREW (OR ATTACH ROOF FRAMING TO
EQUAL) AT 6- O.C. TOP PLATE OF WALL FRAMING IQ a s r,.vrouR
WITH BUILDEX 10-16X1 TEKS
PANHEAD SCREWS WITH #3 DRILL X
POINT AT 6" O.C.
LC1
--'- - mni.�r+m's'r�..ma°B" "irmwa
VARIES, 6'-0-TO 13'-8" _ In
'SEE ROOF FRAMING
SCHEDULE FOR RAFTER'AND J \\\\Ew T.: B,q//i�
FRAME SECTION BRACING SPACING \31 ..••••• "••..Icow,,
—I _%CENSE-
•..
L J ��""'' i
TOP LI E ENG NEERING I- V) 04N%
8/
William E.Neary,III 3.5-20GA METAL STUDS
SPACED AT 16" 0.0 MAX. I :• STATE .flj�
SMP-51,SMI-79,ICC 5185040 to
10649 Oakview Pointe Terrace Q ��i,��s.F4 O R I D P:.G;
Gotha,Florida 34734 Q fill;....;`\
OVERHANG OPTION DETAIL o McO—T..8.1d. P.C.
Florida License J64608
2019-04-03 TOP LINE ENGINEERING APPROVAL PLAN #43450. S^ee1. FBPR-2 OF 7
THIS BUILDING I$NOT APPROVED:FOR':HVHZ`
L TOP L1NE FNGtNEER1NG.IlC
STRUCTURAL ENGINEERS
WALL SHEATHING OPTIONS: William E.Neary,III caac"asoR CODE INFORNATIIOO,N
BOX RIB ALUMINUM SMP-51,SMI-79;ICC5185040 ��
— TWIN RIB ALUMINUM 6uWR�oTYPE u°.a mc.c
— DUTCH LAPSIDING ALUMINUM 106490akv1ew Pointe Terrace ebbTR rTT2—M -
DUTCH LAPSIDING STEEL SIDING Gotha,Florida 34734 FI SliPPEREi .SYSRR o�
SECURED WITH — 29 GAUGE STEEL AG 'PANEL (RUN ANY DIRECTION)
aoaLE wuwRrx or smarts
(2)H3 OR EQUAL — �" T-1 11. WOOD SIDING DRsrc"°°sraD
HARDIE PANEL 'STUCCO AND T-111 SIDING
,DOUBLE 3.5" 20GA. — HARDIE BOARD SIDING 3.5" 20GA. STEEL am—nE s c EoarcrtRr
STEEL TOP PLATE — POLYCARBONATE GREENHOUSE PANELS TOP PLATE OroVFD F�DR
0 LW ss*
IMF Ln[1— mr a s°m n.n n.o
END WALL naoa o L 1aov.
MN LNE LOW r—r
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REVISIONS
REV I DESCRIPTON DATE BY
4x4 P.T. POST
3.5 GA. STEE BRACE (2)
10 SE TAPPIN SCREWS EACH
writ# E (1 INTO EACH F GE)
NIA
LB—S—LBE-2000
/ / oEaxr�r
W
mrr.wLua"i."..wemoL
x
END WALL
CO
3.5" 20GA. STEEL ui
o M
(2)MITEK OR ALPINE 3:5" 20G STEEL SOLE PLATE a
3"x5" OR EQUAL STU (516" MAX. FLOOR FRAMING ¢
`11111 11l/ll
LLJJ `�J�1 E.........eq��i��
H ����.' •�\CENSf
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50'-0" MAX. `
STANDARD WALL DETAIL
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a lllllll 11111��
?s uaune.T.eold.ln P.E.
W nofido Usense f64608
sheet: FBPR-3 OF 7
2019-04-03 TOP LINE ENGINEERING APPROVAL PLAN #43450. r -
THIS`BUILDING IS NOTAPPROVED:F013 HVWZ
L NEE GINEERING LLC J�
LTl1RAL ENG EE
William E.Neary,III.
SMP-51,SMI-79,ICC 5185040 CODE INFORMATION
RDor MHM FAS1rNfD 10649 Oakview Pointe Terrace Roo<EMHE,s rASTENED C00C KRsuH �"�`""`-'2;'
VHTH 23•-14.T3•H MM.25*I.-HHH N411FAC111PfR 11a glom�'�
TRAnr/1 AT 6"D.C. Gotha,Florida 34734 TRAIM/1 AT 6•D.C. eIIADMD M
�H-
1 1.PROTEC110.
FIVE SURPRCSSIDH Sl'31[H Ao.E
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33•BRACE AT 3'-D" 3.5"-200A MED.L 1;C%. 3.3-BMCE AT J•-D' J.5•-20G METAL RMC010, p00F uvE lMD MO9 u SDDe RNr MVD
A rNK11CD MDR. ARACH GCH ENO TO SiWs w/(2) A80VE FW ED MOOR. RICH DCH END 10 sTO05 W(2) MOOR OGD IyO 1@y
ARACM TO OCM S1VD w/(])II 0 /tU SCRIMS.(1)MID EACH FIANOE ARACH TO DCH STW w/(2)I10 /10 WREws.(1)MrD WI ruxcE RON1 IfYE LOlO t35((f
SEIF DR6lM0 CRABBER SfAFMS .j SELF DRRlMD CMBBCR SCRDrS, _
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ODULCS.PCR BOEdNC
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a3 S REVISIONS
REV I DESCR PTON DATE BY
20OA L]
s 016•1STODS t6"O.0
MRS f.CC• •mEwl—slop[A MOCAMG IONS LEC•
(w HT BE RCONRED) I _
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END WALL FRAMING OPTION DPFHMn(DR L AR[ END WALL FRAMING OPTION °"` 10/15/17
"T"�B a; sue.:
N/A
Rohr PA FASTENED ROOF PAHELS F.ItHED LB-S-LBE-2DOO
/-wRN 14 1A..)5•MM ' f3"-N..FS•HRH
1� / TRAv/1 AT TMIOf/1 AT B•O.C. Lij
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3.C BRACE AT LOOK. ATTACH"CH END TO STODs w/(2) ABOVE rNKH[D R00P, y ATTACH DCH EHO I SNDS w/(2) m wevm�niDl
ABDIC(ORSISD i100R, N.coaNVNMruumnrt
AIOCM TO DCH SM N/[])/IO /1D SCREM.(1)Mr0 O61 IWIOC ATTACH TO
OCN SiW N/(=)I1D Ilo SCRD2.(I)WO FAbI FIANDC �. navlwia•uHomm.arto fHKwq>«6A
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END WALL FRAMING OPTION
END WALL.FRAMING OPTION g ��i�� :•FQoRIDP:G\�``��
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= a rr►rniur���
MR11h-T.6Dldwin P.E.
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2019-04-03 TOP LINE ENGINEERING APPROVAL PLAN #43450.
SKID RUNNER SPACING* THIS BUILDING IS'fNOTAPPROVED FOR HVHZ'
UNDER 30' LENGTH 1,Fs
t
SHED WIDTH A B -r1 -
,yry;.
6'-0"
15" 42" E ENGINEERING LLC '= ••..�-........_-
B.—O. 1B" 60" • STRU RAL ENGINEERS
6'-0" 4" William ,ICC$III
1 O'-0" 16- 84" 2"x
SMP-51,SMI-79 ICC 18504Q [��� CODE INFORMATION.sss-.� _
6'-1" TO 11'-8" 2"x6"
11 -0" 24" ea" > 11'-B" 2"xB 10649 Oakview Pointe Terrace
11'-8"
28" 84" Gotha,Florida 34734 [caamuc m[ va
-NOTE: JOISTS CAN BE EITHER #2 S.Y.P. OR 18 GAGE rw[sweR[ssaN
36' 84" STEEL CHANNELS. THE STEEL CHANNEL ACTUAL oawAm as[[
nLL0[A81E NU°nFA m SIORdS
13'-B" 40" ea" DIMENSIONS MATCH THE WOOD ACTUAL DIMENSIONS AND �[•no seLm . Leo.
ARE INTERCHANGEABLE.
'[xcwsLa[ nnosm
-VALUES ARE FROM gND of JOIST •FLOOR SHEATHING SECURED WITH °"`°N rR[ssw[C0""p`" ";'°
uaaun[[rmoR
TO CENTERS OF SKIDS ONLY.
2j'X0.113' NAIL (OR EQUAL) 06"O.C. MAX Roor oso
Rmr wE w[1a.o o-sr
50'-0" MAX. noon_Low m,r
16 O.C. TYP. mom w[Lee nwsr
A'PwNU Or• ROOIf ROOF' W.
uOOInE R[n Ru[Dw0
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REVISIONS
REV I DESCRIPTON I DATE I BY
Q
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°mot 10/15/17
N/A
LB-5-LBE-200D
esrtes�ty n
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P.T SIDE RAIL TO MATCH P.T 4x6 S.Y.P #2 OR (2) P.T. 2x6L g ���j S�0 N A
JOIST SIZE. SEE FRAMING S.Y.P. #2 SKIDS 4'-0" OR 6'-0"� I111 1111\\\
SCHEDULE FOR SIZES OPTIONAL PORCHOff M°Rnew T.BRld#6 P.E.
(.1 Florida-License Florida-License6s60B
202 SKID FLOOR FRAMING PLAN PLAN #43450. 0
$hee1v FBPR-5 OF 7
SKID RUNNER SPACING* SKID RUNNER SPACING*
UNDER 30' LENGTH 30' LENGTH AND GREATER
6'-0" 2"x4•• SHED WIDTH A B e.r
SHED WIDTH A B �
Lm U--,.
6'-1" TO 11'-8" 2"x6"
J 11'-8" 2"x8" 12" 24" %vil"m E.Neary,[0
6'—p^ 1S" 4Z" 6'-0" 5MP.51,SMI-79,ICC5165040
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8'-0. 1B" 60 •NOTE: JOISTS CAN BE EITHER #2 S.Y.P. OR 18 GAGE 8•—p 16" 32" 69du,Baiea3a79a
16" aa" 10-0"STEEL CHANNELS. THE STEEL CHANNEL ACTUAL 20" 40" CODE INFORMATION
DIMENSIONS MATCH THE WOOD ACTUAL DIMENSIONS AND
24" 84" ARE INTERCHANGEABLE. 11'_p" 22" 44" mAa1R�o'ttPE
coralRunrou ttPE
i V-8" 28" 84" 1 1•-8" 24" 46" rr<PROlEC10w as
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13'-0" 36" 84" 13•-0" 26" 52" a Seca or
-FLOOR SHEATHING SECURED WITH
13'-8" 40" 84" 2d XO.113" NAIL (OR EQUAL) 0 6"O.C. MAX 13•-8" 28" 56"
• EMCLOSWK
-VALUES ARE FROM END OF JOIST 'VALUES ARE FROM END OF JOIST wr[mLaL Parssw[comlcrxr .i-n.9
TO CENTERS OF SKIDS ONLY. TO CENTERS OF SKIDS ONLY. BR=Foo LaCo
OR
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REVISIONS
Q Q REV DESCRIPTOR DATE BY
. sr9.n er: MTB
10/15/17
a. N/A
LB—S—LBE-200D
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P.T SIDE RAIL TO MATCH ( ) S
P.T 4x6 S.Y.P #2 OR 2 P.T. 2x6 4'-0" OR 6'-0"� p //Zr��O;;i;`;\\\\`
JOIST SIZE, SEE FRAMING S.Y.P. #2 SKIDS
SCHEDULE FOR SIZES OPTIONAL PORCH
Mlorid, T.Bolnse 16 P.E.
0 Florida Ucense 64608
THIS BUILDING:.I.S:NOT"AP.;PROVED FOR HVHZ 2 & 3 SKID FLOOR FRAMING PLAN LAN #43450. � o S^ee1. FBPR-6 OF 7
THIB BUIL•DING.IS;NOT APPROVED FOR HVHZ'
�I.F&TRIrA�I NOTES• - ,;.�.o." ��
rb 5 4
1.ALL WIRE TO BE #12 THHN SOLID COPPER WITH GROUND. WIRING PROTECTED 81( �NEC 2014 EDITION. w,,,,,-
2,FIXTURE LOCATION AND TYPE MAY VARY .r
3.PLASTIC OR METAL "NEW-WORK" OUTLET BOXES �-
4.20A GFCI OUTLETS
5.ALL RECEPTACLES TO BE AT 12"-16"A.F.G.: MAXIMUM B RECEPTACLES.
5.ALL SWITCHES TO BE AT 48"-52" A.F.G.
7.FLUORESCENT & LED LIGHTS MAY SUBSTITUTE FOR INCANDESCENT LIGHTING c00E INFaxuATloN
8.ALL OUTLETS TO BE GFCI G00E10M
9.THE MAIN ELECTRICAL PANEL, FEEDERS. POWER HOOKUP TO UNIT (INCLUDING ALL DISCONNECTS, OVER CURRENTS �^�"""pp1A'°•�
DEVICES, PANELS, GROUNDING, ETC.) IS DESIGNED BY OTHERS, SITE INSTALLED, AND SUBJECT TO LOCAL APPROVAL. °10 TM�
0O,6,P,.CIDN l,P[ r-e
R:-PRe1EtMN' M..[
WINDOW HEIGHT, LOCATION rµPaRfsv°N srs,fN
AND OUANTIT' MAY VARY ^uom,e,c raeeR a stoxas
AND ARE OPTIONAL awc wao svcco .�anro^
r.PoMot
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- enePxu PRCSSURL cocfrmfxr .,-a,e
eA'ORL,NCC f^CIOR
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ELECTRICAL SYMBOL KEY 1LOM LM L—
RECEPTACLE 3.5" METAL STUDS ,tlP11
!— T-P^1,N0 M w S it00P POOP W�
1 I '� MIIMGNC%A,[ROM US^Of ,C
�/ SPACED AT 24' So—rumrcc o,o son aP.¢s
REVIMONS
O.C. MAX IPq
240V REV DESCRIPtON DA1E BY
9240 RECEPTACLE
SINGLE POLE
SWITCH m
THREE WAY o SEE VARIOUS END WALL N/A
R SWITCH SEE VARIOUS END WALL \ FRAMING SECTIONS FOR LLJ
FRAMING SECTIONS FOR ` LB-S-LSE-2DOD
-� WALL AND DOOR FRAMING WALL AND DOOR FRAMING >
CEILING MOUNT
LIGHT FIXTURE W \ Lu ""°
^ �«
x
f� WALL MOUNT `' m
v LIGHT FIXTURE � °a`�` �r� �
0 FLUORESCENT I / w � °Ne raA
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PPro ,d
PilJUNCTION BOX cif~
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7
O=ELECTRIC, UNIT <
P L NE ENGINEERING LLC FROM
srRU RAL EN INEE EXISTING POWER SOURCE
W i�+: STATE
William E,Neary,III �� •, FL0RION
SMP-51,SMI-79,ICC 5185040 SO•-0" MAXIMUM BUILDING LENGT
10649 Oakview Pointe Terrace _U ''���/S,0NA1.E"��``
Gotha,Florida 34734 /tth.. 1dW.
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2019-04-03 TOP UNE ENGINEERING APPROVAL PLAN #434 FBPR-
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