HomeMy WebLinkAboutEngineering Maoulactuied Building P(Nrarn
11940 North Mmoe StreetBusin S we 9"
ram,Florida 3239M7,72
Professil hal fty*:MAU'1824- Fax:8,50,4114,8436
ROgdatbll
Ken Lawson,Becratffly ECEIVED Rick Scoff,Govemor
JUL
August 22,201
Robert Moore ST, Lucie
Lucie County, Permitting
Lark Builders,Inc.
P.O.Drawer 629
Vidalia,GA 30475
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 0
DRAWER 629,VIDALIA,GA 30475,has been approved under the Manufactured Buildings
Program,as provided for under Chapter 553,Part 1, Florida Statutes,to manufacture Factory
Built Schools,Storage Sheds,Manufactured 8011dIngs for Installation In Florida.
Construction or 'modification on a manufactured building cannot begin until the Third Party
Agency has approved the pla.ns In accordance with the.current Florida Building Code. Your Third
Party Agency Is acontractor 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 platis 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 BUS(www.florid abufifta,.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 webslte at www.florldabullcling,=to see valuable Information on the Florida
Manufactured Buildings Program,Acopy of this letter must accompany applications for local
building permits.
Sincerely,
Robert Lorenzo
rt Manufactured Buildings Program
cc;Professional Service Industries
FILE cupy
Intertek-P51 Tel +1407.304.5560
rp=,z 174833 Id Street Fax+14k0.c7o.m3
4.5561
, Orlando,Florida 32839 intere
FL Engineering Business#3684 pslusa.com
November 14, 2017
Mr. Thomas Campbell
Florida Department of Business and Professional Regulation
Manufactured Building Program
2601 Blair Stone Road, Building C
Tallahassee, Florida 32399-0772
RE: Plan Approval: Residential Lawn Storage Shed
Manufacturer: Lark Builders
Plan Number: 42325
Dear Mr. Campbell,
Pursuant to the requirements of the Florida Department of Business and Professional
Regulations, the above referenced documents have been reviewed for compliance with:
2017 Florida Building Code, 6th Edition
2014 NEC
These plans comply with Florida Product Approval Rule 61 G20-3.006 (FAC)
A signed and sealed set of plans are maintained on file in the Third Party Agency office
of PSI.
All mandatory comments have been satisfied and plans are approved for construction by a
modular building manufacturer that is currently approved by the Department of Business
and Professional Regulations.
If you have any questions or require my assistance in any way, please do not hesitate to
contact me.
Respectfully submitted,
Victor C. Martin, PE (FL) Richard Olds, ICC#5107840, SMP-45
Department Manager Plans Examiner
Building Science Solutions Building Science Solutions
Copy to: Ms. Berri Howard, Lark Builders berriAlarkbuilders.com
-= PSI APPROVAL 2017-11-14
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ELECTRICAL NOTES: PSI APPROVAL 2017-11-14
CODE REVIEW
17483Rers°mc.moMFaleR 1.ALL WIRE TO BE 12 THHN SOLID COPPER WITH GROUND. WIRING PROTECTED BY NEC 2014 EDITION.
owes3 5—t
—1R.Fro R. D]eDR 2.FIXTURE LOCATION AND TYPE MAY VARY
n,"P•:.'".Rrtn>mam. 3.PLASTIC OR METAL "NEW WORK" OUTLET BOXES '-
ccas,ole.o
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5.ALL RECEPTACLES TO BE AT 12"-16" A.F.G.; MAXIMUM B RECEPTACLES.
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'E,°�°',3,1�;,6°E°0J11
, 6.ALL SWITCHES TO BE AT 48"-52" A.F.G.
7.FLUORESCENT & LED LIGHTS MAY SUBSTITUTE FOR INCANDESCENT LIGHTING
B.ALL OUTLETS TO BE GFCI CODE INFORMATION
4.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. —FACIURER
eMIDP.D nx
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WINDOW HEIGHT, LOCATION FIRE PRDlECTtrcrnN Ao.c
AND QUANTITY MAY VARY FIRE SUPPRESWIQ MTEM AwL
AND ARE OPTIONAL occoPARC,
,uIORABU NUMBER DF SIOIFES
BAsc,rvuD SPEED
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"LOWR[
..ER—PRESSIwE CID—E. 777.
ELECTRICAL SYMBOL KEY ROOFDE"""°R
DOF' AD LOAD
ROOF LM L—
FLOOR DEAD LOAD
BOOR lM LOAD/ -R- —B.RroR.RDor WA
wA
u�00ULES u1[S PER
BULN
RECEPTACLE RC
3.5" METAL STUDS RRFI—PROTEC,MN—E
/ MURRCAE IESMLIER USADE tm
SPACED AT 24" souARE E IIP
240V O.C. MAX REVISIONS
Q240 RECEPTACLE REV DESCRIPTON DP DATE BY
SINGLE POLE
SWITCH l \
me."er MTB
THREE WAY 7/12/77
R SWITCH SEE VARIOUS END WALL SEE VARIOUS END WALL
FRAMING SECTIONS FOR \ FRAMING SECTIONS FOR NSA
CEILING MOUNT WALL AND DOOR FRAMING WALL AND DOOR FRAMING LEJ OO` EB-s—ErcE sPwmAwu
LIGHT FIXTURE W \ w Enc, D6IPwlu `
WALL MOUNT `> x P PD�.; m'. ,;,,
LIGHT FIXTURE m
FLUORESCENT /
w DRR� nR o;a mI.
LIGHT FIXTURE
�'�SE.�aw FMFKrsSNPMLa�Ine.SiwMd
JUNCTION BOX o,a xv RMEn osninmR+uet
Pil
YR� W RDoas DP ```II
T.
V%GENS,.
67—
WP Q
OPTIONAL ELECTRIC TO EACH UNIT J2f
WILL BE FIELD CONNECTED FROM
EXISTING POWER SOURCE WSTATE
:
50'-0" MAXIMUM BUILDING LENGTH
UOf
NOTE: ALL ELECTRICAL EQUIPMENT SHOWN IS OPTIONAL AND LOCATIONS MAY VARY MD1IneR T.=
,in P.E.
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r
" D D TABLE — AACING TABLE 28 — 140E
30"AUGERER ANCHOROR SPACING 30"AUGER ANCHOR SPACING
Ltyp,-lln
SHED WIDTH • SM IPACnoR SHED WIDTH MAXI MACING
NOR
Oil
r¢-Darx sRAP (1)•••sm Ix ox e•wDE aR¢s 11'7 �[ UP TO 16'-0" f 0'-0' UP TO 16'-0' TO'-0'{SR1JU'.Gl;ting FLS[(CAH 8E Sn ON GAmHD), ttPE, TYPE 7A 16'-1"TD 20'-0" B'-D 16'-1"TD 24'-0 B'-0' .
-� 14-Dwx!flop BOLl[O TD ROPE b•DR. W.ALGm
S A16 OR INIX 1/]'GPM[! JDA _ I�
1/Y•S-I.Am m.l mmRDC Y--- FDR ROC/CORY lOR SOn/CIAr !Y i '-1 TD 24'-0 6'—D' TABLE 1A - 120C CODE INFORMATION
MNG[ANOOP NT1 wLCMR ( �JIII� Cm[v[RSIDN
' . . , wEDIGL%MH3v°-11hE�wNL�ifLt ''�' L_% TABLE 2C — 120C ANCHORING TO CONCRETE
U MAXIMUM ANCHOR
ttPE 3 ttPE 7B 30"AUGER ANCHOR SPACING SHED WIDTH SPACING wRDOm Trac
[.RIwG.'COUCRn[ c,OA"LWER b•gym' MAXIMUM ANCHOR CONSIROCmN WP[
m6iRG•-meePnc WRH uPAASnx BOR ro� SHED WIDTH 5PA[wG 24'-0" 6'-0" FL.E PmitLTOx
mu Sm/-
TYPICAL ANCHOR TYPES UP TO 24'-0" 10'-0' 20'-0" 7'-0- 1PE SwM+Essw$151i "" '
ORCImAHc7 MIAVA -
16'-0- '7-6- .IEDWAazE xwern at s1pRBa
lisle MIND S-. v.-I]V1.vIevl
14'-0" g-0' GPDsw1 w
DE-DOWN aw WLnD Wu 12'-D" 9'-6' [xclnsuRE nelmm
IImP ASi MIM 1/]'GRACES (17 •.STP I]ON B'KIOE OR 1E55. tl)4..STP/]ON B'WOE OR USS eN1FRNY PRmURc mEFX]FM
1/]-AS-(•Doo ML)CONCRETE 2. SALE PGR(MIUPMLY BOLI MRMWN WON IASMRS (]).].e OR I1)••R P.T.STP/]SXRS If)Lfi 011 11).M{PT.BTP/]s—
KEDGE
IAC10.R
mPARIE woOO oR P].) Iwi BOu OR
uc BGO Au[Ls[IVN az sn Dv rAroU9). ALL[L5[laN et sn ON cRaulo). 10'-0" 11Y-6'
KEDGE-HDR WITH r KALRR Ta:-mwx!TMP=m. ROOF OfID DMD 11Y`sI
____________, �4" iE�BOKx sTIiAP BOLTm m,wE wnx la)IOO.IS xAlls
AxaoR Mw 1/]•uMIT s 8'-0" 12'-O" mor Iwc Lao ]w m>om Po.n IR,D
Wel _ BaT LoanlN wrtx rusnrns _ rtaoa ouo IDK
/]•a•NDm 1.0.)racu7[ !/e-.]D•cwrn NcroR: 6'-0' 12'-O FLOOR u+E LOM eDrY
EUSTCb•'COmREI[ KBOC AxUIOR AMM O-(rzPo]) • OWER SIYL[BOR SOIL/Wr,
DRE!M1 E FOR RDGX/mRY TABLE 1 B — 140E ,a; RDD` W'
--.•--E OPTMxY swPom PM(P.l.Wood• ANCHORING 0 CONCRETENURRX PRO-I"ImIE
CONCRETE BLOCK OR PM)SPACED SHED WIDTH MAXIMUM ANCHOR
Al W_O.M.X. SPACING DBIMwu¢SMITIA USM[
soIMRE rOOTAu a Mss
24'-0" 4'-0' REVISIONS r
20'-0' 5-0' REV DESCRIPTON DATE BY
TAAU NeWA.Dora w1vIB M
TR-mWN HMP mLRo TNm 16'-0' S'-6' vIV1.
]•.$WE PGrzBO(MIURNLY ROOM AST
WITH 1/2'—1 S (1)...STP/]DN B'MOE OR!ESS ,Oea],.F�wrzw,,pm py`M ./p. M
m)COxLRn[ (1j 4..SP/]ON IF xIDE OR LLSS BOLI uoLnuY Mw WAe...x lam)Le OR 11)1.6 P.T.519/]SAIpS
WCBOC AM]M wUL]"Nr51�1 ONMRE WOOD P.i.) t()2•B RO(1)4.6 P.T.STP/2 BRIGS DM!BOLT OP]F7AR PWT) ust(cAx BE sfl ox cRouxo). 14'-0'
[Ls[I_ m Sn.cFOu.mI. ,.Aee(a WTf II a taclmD YDD.s
_ ___-.__-_��4• TIL-mWN SIR AP OR!/1e• 12'-0" 7'-6'
NLVANIi1D STEEL CABM: S/B•.b'GRIN AxCIAR
(zm—) 6t
.rtn n1 rotE:.ucm sTrrz 10•_0•• 6-G' Drnn ar
LP DPIDNY R...D 1/]-•!'HARD m)CDNCRLI[ FOR S /cL,OPoRE SAMA . W78
COmanE rouxalRx MDGC Ax 11NOR"mx x•WA4KR FOR RBO./mML B'-0" 12•-0" BOY:
B/11/15
x-8-4 E]RFIW••.-EHE OR OF.- 6'-0" 12'-0'' ./A
GRIBR 4•CONCRDE SWPoPT PM(P.i.NDOO.CONMOE
_ BIOG
OR PM)v m AT e•-o•1- TABLE IC-165D/175C IkRK BWLDERS
ANCHORING TO CONCRETE
SHED WIDTH MAXIMUM ANCHOR
SPACING
r RODE 11 cACE srta t'
NOI.n rM FLOOR
zIXST I.-mwx STRAP 24'-0" J-6"
BDLTm 11001 FLOOR ART 10 1•4 STP/]Ox e' EOR ILSs (() •.STP 1]ON D'NIDE OR LESS
IWTH 1�'GVM[!BOLT UI he Oa II)..B P.i.SN N SXOS T9-OONN SIR•P Bm1ED 10 (]�].a.aF(q•.e P.T.STP N sXms IH[HDR!) I1)4•STP/]Orf 1 IME BO DESS
wAvmR Au[Lsc(a+x of sR R uwm). ca�D-NO—V]• Au nu(rrA/.1 sn ON Gnmm). (AL].e OR(0..6 P.I.s9 If sXDs 20'-0" d-0'
IM+r a BOLT OR x(7AO BGi) 1!-1 MNeuY MTH ELY(GN az STF ox GmuxO).
wAaa:R&-canunAXrs Am we-DD.m RAP mlrzo To
AIAERD 10 GROUND AxcroR RWND AmroR 1p•r]AD[ 16'-0"
011 OPPoSII[SO)[ !BOLT Y MAN wA3IK%
1/]'•3'(.Am LB)CO.-( ,:,, !/e.b•FM1n AxcxoR: ,.., !/e'.b FARrn ANcxDR 14'-0"
wEoc[AN=mR Wnx r WMNER I;,I AUGm smE R R CK/0- ,;.1 Amm stt FOR,smvcuT. 1'!I• 12'-0" 7-0'
. . - DRr.E zmE FOR R=Y. DAn'c Risw of mn<r/mRALX11 1//
L G671ro.•OOxmne OR,slwPom CONCIU L aIPPom vM IP.T.—o lo,-O" 6-0' \\'�r' '•.,�Q//
PAR(Pa.w00 T mxcR Buxa ow \'�i
PM)•srMm AT e._D., coxGRnc elDc.OR PM)SPMm a �`� LICENSE' tO
Ar B'-D'xn. 8'-0" 10'-0'
TIS=DOWN DET4ICS — CD = :` 4
6'�0" 12-0'
TIE-GOWN NOTES' Z_
1. ANCHOR SPACING IS DE4GNED AS PER ASCE-7. Q' tt t
2. ALL MFASUREMEMS.ARE CFMER-To-CEMER. 0 y STATE 14,,-
4.3. TIE-DOWN STRAPS 70 BE MIMMUM 1-f' 0.035'CYVANRED SREL,FEDERAL SP -.GRADE-1. 'TE-DOWN STRAPS OR CABLE AND CONNECTING HARDWARE TO HAVE 4,725 LB.MINIMUM ULTIMATE CAPACITY(].150 I.B.•1.5). A 5 t iV,-
4. ALL EARTH ANCHORS STALL DAVE A MINIMUM 4,300 LR.GPACITT _ %Q OF t
5. FIRTH ANCHORS LOCATED AT EACH COMM,MAXIMUM 16'FROM END(4 MINIMUM PER BMDING).AND SPACED AS PER TABLE 2AB,C DEPENDING ON SHED W DTH,WIND SPEED,AND EXPOSURE ANCHORS NOT NEEDED ON ENDS. CJ //•11'''•. F 0 R I D F \�
6. CONCRETE ANCHORS TO BE SPACED AS Pm TABLE IA,B.0 OEPENOING IN SHED MOTH,WIND SPEED.AND EXPOSURE. Z // "•.,••.•.. \
7. CONC Ell ANCHORS TO HAVE A
r 4*COVER
90 EARTHANCHORSCONCRETE BLOCKS O�VF��BE ONALY CAPOPED E USED(DISTANCE
IN CONJUNCTION
ONN)ED 4CGP PROVIDE THAT THE
C AME MAXIMUCM.SPACING
MODELO7 CBA,LOWOTICD MR rACH CODINA CMHOR TYPE. /1111111110
\\\\\
11.HOLLOW OR SOLID CONCRETE BLOCKS MAY BE STACKED ON PADS FOR MGM SETS UP TO 4B•WITHOUT REINFORCING. LuMallnew T.B0in P.E.
F' FIDNDO LMeme1Gw64606
t SNBe1: AP-1 OF 1