HomeMy WebLinkAboutEngineering RECEIVED �
Florida NOV 0 9 2020
sN FLA.Manufactured Building Program
De��artment of Business ST. Lucie Count Permitting
Oroft�ssionA Regulation v, g e.e, Blair Stone Road
Tal lahassee,Florida 32399-0772
Phone:850,48 i,1824-Fax 850.414:8436;
Halsey Beshears; .Secretary Ron Mantis, Governor
June,28, 2019
Robert Moore REVIEWD E FOR
Lark Builders,Inc. CODE COMPLIANCE
P.O.Drawer 629
Vidalia, GA 30475 ST. LUCIE COUNTY
RE: Manufacturer Certification, ID MFT-114; Expiration Date: June 28, 2022 BOCC e!�//
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 533, Part I, Florida Statutes,to manufacture Fact6FHe Copy
Built Schools, Storage:Sheds, Manufactured Buildings for Installation in Florida.
Construction or modification on a manufactured buildiog 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 andr 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 Coderby'yourThird 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.florldabuildina.org) 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 w,,vay.florid buildino.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:Top Line Engineering, LLC
i
TOP 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, 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 ectfull ,
William E. Neary,r1l
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
:THIS BUILDING IS.NOTAPP.ROVEDi;FOR:HVHZ,
L TOP LINE ENGINEERINGEN LLC ^-
STRUCTURAL GINEERS
William E.Neary,III
SMP-51,SMI-79,ICC 5185040
10649 Oakview Pointe Terrace
ROOF SHEATHING OPTIONS: Gotha,Florida 34734 CODE INFORMATION
- BOX RIB ALUMINUM I DESIGN PRESSURES cmE VERswx
vAN"FActuRER -
- 29 GAUGE STEEL AG PANEL ROOF+41.7/-141. WWI.TMPE
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FM SUPPREiSqu SVSTCM Rws
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THIS.BUILDING-IS.NOT APPROVED FQR HVHZ
ATTACH ROOF FRAMING TO
TOP PLATE OF WALL FRAMING
WITH BUILDEX 10-16X1 TEKS
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- _ POINT AT 6" O.C. CODE INFORMATION
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OVERHANG OPTION DETAIL
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THIS.BUILDING IS.NOT APP..ROVED:FORiHVHZ
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`�., ST.U'_AL ENGINEERS
WALL SHEATHING OPTIONS: CODE INFORMATION
TWIN R I B ALUM I NUM
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2019-04-03 TOP LINE ENGINEERING APPROVAL PLAN #43450. o Sheet: FBPR-3 OF 7
THIS BUILDIN&IS NOT:APP..ROVED.FOR HVHZ,
TOP LINE ENGINEERING LLC _
-L STRUCTURAL ENGINEER$
William E.Neary,III
SMP-51,SMI-79,ICC 5185040 CODE INFORMATION
Row PAxELc FASTENED 10649 Oakview Pointe Terrace RooF PAxEIs FA TEVED C00f 1h1510N '"m"""°
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SKID RUNNER SPACING* THIS BUILDING IS NOT APPROVED-FOR,HVHZ
UNDER 30' LENGTH
SHED WIDTH A B
6'-0" 16" 42" TOP LINE ENGINEERING LLC
. �TIiUCTURAL ENGINEER$
8'-0" 18• 60 JOIST SIZE-
William
E.Neary,III
18" 84" 6'-0" 2"x4" SMP-51,SMI-79,ICC 5185040
10'-0" CODE INFORWITION
6'-1" TO 11'-8" 2"x6" co0crraspN
1 1'—O" 24' 84" > 11'-8" 2"x8" 10649 Oakview Pointe Terrace
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28' 84" -
-NOTE: JOISTS CAN BE EITHER #2 S.Y.P. OR 18 GAGE r0"Rwx- ON
13--0" 36- 84" STEEL CHANNELS. THE STEEL CHANNEL ACTUAL �R s srzM
13'-8" 40" 84"
DIMENSIONS MATCH THE WOOD ACTUAL DIMENSIONS AND wa Ru N vecR or s oma '�
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2 SKID FLOOR FRAMING PLAN t sneer: FBPR-5 OF 7
20 - - LAN #43450.
SKID RUNNER SPACING* SKID RUNNER SPACING*
UNDER 30' LENGTH 130' LENGTH AND GREATER
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6'—Q" 12" 24" WilliamE.Neary,Ill
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10'-0" 18" 84" STEEL CHANNELS. THE STEEL CHANNEL ACTUAL 70'-0" 20" a0"
DIMENSIONS MATCH THE WOOD ACTUAL DIMENSIONS AND CODE INFORMATION
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LAN #43450. J Sheet FBPR-6 OF 7
THIS BUILDING IS NOT APPROVED FOR HVHZ
ELECTRICAL NOTES: 1
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 —�
4.20A GFCI OUTLETS
S.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 CODE INFORMATION
8.ALL OUTLETS TO BE GFCI
9.THE MAIN ELECTRICAL PANEL, FEEDERS, POWER HOOKUP TO UNIT (INCLUDING ALL DISCONNECTS, OVER CURRENT w.auFenuRca w.e,.Drec or.�
DEVICES, PANELS, GROUNDING, ETC.) IS DESIGNED BY OTHERS, SITE INSTALLED, AND SUBJECT TO LOCAL APPROVAL. aDDURD rrPc
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240V REV I DEBCRIPTON DATE I BY
(D240 RECEPTACLE
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SWITCH oo
10/15/17
THREE WAY
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FRAMING SECTIONS FOR
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William E.Neary,III %o', FTORIDI'
SMP-51,SMI-79,]CC 5185040 J ��i FS�..... ..
10649 Oakview Pointe Terrace U / SRO N
Gotha,Florida 34734 NOTE ALL ELECTRICAL EQUIPMENT SHOWN IS OPTIONAL AND LOCATIONS MAY VARY F- M
RCChew T.Baldwin P.E.
0 Florida License 16460B
LIJ
2019-04-03 TOP LINE ENGINEERING APPROVAL PLAN #43450. w 6heDl° FBPR-7 OF 7
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cD DD DD-DID TABLE 2A - 165D/170C TABLE 2B - 140C j g
30" AUGER ANCHOR SPACING 30"AUGER ANCHOR SPACING
MW%ILsUM ANCHOR VA%IM ANCHOR
SHED WIDTH SHED WIDTH
r(` SPACWG SPACING
CING
TIC-DOWN STRAP BOLTED THRU TIE-DOWN STRAPT (,)2:4 STP/2 ON e'NUE OR LESS 1J UP TO 16'-0" to'-o• UP TO 16'-0" 1D'-D-
FLOOR DONS.W N N/2-ED TH 5 (SEE NOTES) (()2.6 OR I,)•.6 P.T.S9/2 SKIDS
CLSE(CAN)K SCT ON GROUND). �[J
BOLT u aR ASHERs llE-mwu STRAP mtrcD ro TTP[ TYPE 1 TYPE TA IJ 6'-1-TO 20'-0' 8'-o• 16'-1"TO 24'-0 8'-D-
T3 ANCHOR WRH 1/2•GRADE 5 3uN DRNC b-AUGER
CHOP ANCHOR CODE INFORMATION
,/2".J-P•�O LBJ CMCREIE BOLT NWNOY WIW WASIQAS FDA ROCK/CORAL ra+SDR,GLAT / . '-1-TO 24'-O 6'-o• TABLE 1 A - 120E -
«EDCE ANcxoR Wrtn WAsnrn ANCHORING TO CONCRETE cooE V AE
1/2-•3-(A00 lB)CONCRETE TABLE 2C - 120E YANIAADIDRER
ON
MAXIMUM ANCHOR
• wcDGE ANCHOR mTH°R,P 1'••I• BD- D TYPE 3 TYPE 2B 30"AUGER ANCHOR SPACING SHED WIDTH SPACING
[KISIiNG i CONCRRE b•AUGER MAXIMDM ANCHOR _ CONSTRUCTON ITP[
ANCHOR SHED WIDTH SPACING
EK6TWG•-CONCz' wIM EEKPAN510N 24'-0- 6'-C BRE PROTFLION NDNX
FOR soe/cur
TYPICAL ANCHOR TYPES UP TO 24'-0" 10'-0- 20'-0" T-0• RAE swvREssON STSTEM `
- occuPANLY
16'-0" 7'-6" uLOWATXE LAUNDER or sTomcs
WC mND SPEED �+zo/I•a/+u/r,smp
14'-D" 8'-0• EKPOGURE c/D
ENCIMW[ 4cLDim
_T
TIE-DaNN STRAP[MATED THINT 12'-0" 9'-6• nrtEHYI PREsswc coEmd[Nr
f100R JOGf WRn 1/1•GR.•DC s (2)•••STP 12 CN e'MCC OR LASS. (2)•••STP/2 W B'WIOC DR lESi
LE.
k2.4OLE PUTC(NATLWNLT BOLT LKNdUY WITH W.SMRS (2)2.8 OR(I)4.6 P.T.STP/2 SODS ^I)1.6 OR R)1.8 P.T.S2 SKO6 ROO DEAD rACTDRHORITH CONCRCTC C W000 OR P.TJ OLT N BOLT OR TAG BOIT) ALL[l5[(EAN BC SET ON DA-D). LL ELSCIwI BC'ON GROUND). 1D'-O" lO'-6-
wEWC ANCnOTt NITH 2"MASHER TIC-DOWN STRAP SECURED ROOF DCFD LdD +oPMTIE-DEw,STRAP BOLTEDToTTPE WIT,(Bl Toon.s•- g'_p" 12'-0• ROOF LNE LOAD
3-NOR WRH Vz•GRADE s. _ BOLTWnn WASHERS N''D LO''D_________
1/2"•3-(4.000 LB)CONCRETE 5/8'.b-EARTH ANCHOR: 6-D 12-0 fL1OR NNE I D aaPv
--
EX-i CONCRETE WEDGE ANCHOR Wnn U-CHweSL avc S1TLE FOR S/cok T,
3) ° DRNE smE roR RDEK/C�RA TABLE 1 B - 1 40C YODI MO P.LESED P .Ails.rtom.Boor NA
llFS BUIIdNG
ulsrDD• -ME oProHLL svPORT PAD(PT wooD ANCHORING TO CONCRETE HURIaLUd PROTECDON VSDE
CONCPEIC BIOCK 01t PAD)SPACED SHED WIDTH MAXIMUM ANCHOR. NUR
A+UNC SHELI[R_OEAT e•_o•IrAX. SPACING
sou.RE roorAGE w son.m IEss
24'-0" 4'-0• REVISIONS T
20'-0" 5'-0• REV DESCRIPTON DATE BY
4/LS/IS
_T
TIE-DoxN S1RAP BOLTED THRU 16'-0" 5'-6' Nwm t•me.n sLTwµ.m w w :nona
2.4 SOLE PATE(NAT4LNLT (TOMB J0611 WRH 1/2-GRADE 5 (2)•.•STP 112) .1 e'WIDE OR LOSS. Amen]/+e•Gt�N•2m U&L a/la/+6 K
1/2'•5•(4.000 LA)CONCRRE DUW.BIC MOOD OR P.T.) (1)4.4 STP/2 ON Y WIDE OR LESS. BOLT NINMIM WITH WASHERS (2)2.6 OR(1)•.6 P.T.STP/2 SKOS 14'-D• 6'-0• • AIIRm NOT[+1 m STAcwc lOO6 6/b/+6 n
wEDOC ANCHOR Wrtn 2•MASHER (2)2.6 OR(1)1.6 P.T.STP/2$KOS (NIB!BOLT OR 2)VG DOLT) ALL CLSC(CAN BC SET ON GRONND). K
_T r
ALL CLS[(w+BE SET ON GROUND). a tA+T tdc 2/l0/+a YIC
TY-DOTED sTR.P DR s/la• 12-0" 7-6'
OALVANQED ML CA9LE
s/e•K b-EARTH ANCHOR
(SEE LADIES) wen M/CLE:AUGER STILE 1 G'-G" 6'-6•
uTB
1 : OP ON PON d ED 1/2-.3-(•ICED B)CONCRETE IT FDA SOE/FIAT,DRE oRAL m 11/
WEDGE ANGNOR mn z-WASHER FOR wa/coRAL g'-p' 12'-0' oa4:
° caN[REr[rouNo4noN •• B/tl/t5
• EX,T 4-CONCRETE OR OPTONAL 6'-O• 12'-0• N/A
Nm.u:
FX6TING 4•CONCAVE SUPPORT PAD(P.1,CED A CONCRETE
BLOCK OR PAW sw.aD AT n•-o•NLX. TABLE 1 C-165D 175E LARK BUILDERS
ANCHORING TO CONCRETE
F MAXIMUM ANCHOR
SPACING
2-WIDE 11 GGE STEEL•L'
lIA M T!-DOWN-- TIE-DOWN STRAP 3-15BATED TMn!BOOR.1061 (1)4.4 STP a bl e'wDE OR IIIS R)•N STP Ix ON e'.00 OR IfSS.1/2•GRADE s BOLT R)x.e OP(,)4.e P.T.STP/2 SKOS TE-bWN STPAP_TED To ()2•e 01L(I)4.6 P.T.STP/2 SKCS (SEC NOl6) (1)•.4 STP/x OY Wm,NASKftS ALL ELSEICAN BE SEf d1 GROUND). GROL.ND ANCHOR Wnn 1/1' r15E(-BC SET ON GR 0). (2)I.6 OR(1)1.6 P.T.STP/2 4•-D-
(NUT!BAT OR 237Ac BOLT) cRAx s I30LT YiNo.w Wrtn Au.RSE(rw ec sn DN GROUND).
W ER%A M COMTINUOLS AND lQ---BOLTED TOMACHO,To GROUND AHDNOR O--Wrtn 1/2•wDEON OPPOSITE SDE 5 BOLT3• CON5/B•.3o•EARTH ANCHOR: .., 5/8•.30•EARTH ANCHOR: 5-6-
WEDGE uCNOR WRH 2-WASHER i,",i AUGER STYLE FOR SOIL/CUT, i.,
AUGER STYLE R R cx/coA L III I I1/
Dawc STnL ral RocK/coRra DPNE STYLE FOR Raa/coRAL
M.N.4•CONME CK RNG 4•GONCPR[OR SLPPORI 10'-0" 8'-0• Z ,� •. qy O
PAD(P.T.wooD.C ,Am BLOCK OR ol+TOwa vIPPORr PAn IP.T.WDDo. g \'t 10ENS ~ ••.�11
PAD)SPACED AT e'-U•NAX. CON,CHEIC BLOCS OR DAD)SPACED •• 1- F /
AT e•-O-TALK. 6'
TIE-DOWN DETAILS 6•-0" ,2•-0• _
TIE DOWN NOTES: Z:z 4
1. ANCHOR SPACING IS DESIGNED AS PER ASCE-7.
I ALL J. TIE-DOwNU STMRAPSSTO BE All CEMIFLF NO�EME0.035"GALVAN12ED STEEL,FEDERAL SPECIFIGTIONS 005-781-H,TYPE-1,FINISH-B.GRADE-1. TIE-DOWN STRAPS OR CABLE AND CONNECTING HARDWARE TO HAVE 4.725 LB.MINIMUM ULTIMATE CAPACITY(3,150 LB.K 1.5). O ��t• STATE (v`
H ANCHORS D AT MAXIM 4 ALL R TK ANCHORS
CORNERVE A . 4.300
UM 1 B CAPACITY.ROM END(4 MINIMUM PER BUILDING),AND SPACED AS PER TABLE 2A.B,C DEPENDING ON SHED WIDTH,WIND SPEED,AND EXPOSURE. ANCHORS NOT NEEDED ON ENDS. U /I�•'A �`O
5. EARTH R(D
6. CONCRETE ANCHORS TO BE SPACED AS PER TABLE IA,B,C DEPENDING ON SHED WIDTH.WIND SPEED,AND EXPOSURE. Z //�FS ............'.G\\\`
7 Co
. NCRE7E ANCHORS TO HAVE A MINIMUM OF 4'COVER
DFROM ANCHOR 70
9.B. HEARTH ANCHORSANDG ONCRETE ANCHOIS RS MY BE USED IN TCOC E NNNCTION PROVIDED THAT THE SANE MAXEMUM SPACING 6 FOLLOWED FOR EACH ANCHOR TYPE �PSF MP-) //�O,I A'
10.CONCRETE BLOCKS CAN BE OPTDNMEY CAPPED WRH APPROVED ABS CAP BOARDS(OLIVER TECHNOLGIES.INC.MDDEL/OTICBI,07ICB2 OR EOUNALENn
11.HOLLOW OR SOLID CONCRETE BLOCKS(8".8-A167 MAY BE STACKED ON PADS FOR HIGH SETS UP TO 48-WITHOUT REWFOREJNG. � MUM.T.BOIEwiD P.E.
(n FloriDo License#64608
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