HomeMy WebLinkAboutEngineering R71 1_7 E 011
JUL 21 Eoir,
:_,t. Lucie County, FL
STATE OF FLORIDA
DEPARTIUIE .NT OF COMMUNITY AFFAIRS
"Dedicated to making Florida a better place to call home"
JEB BUSH THADDEUS L.COHEN,AIA
Gaveawr Sevelary
DIVISION OF HOUSING&COMMUNITY DEVELOPMENT
BUILDING CODES&STANDARDS
MEMORANDUM
From: Michael Ashworth,Manufactured Buildings Program Manager A'""
To: Building Officials,Manufacturers&Third Party Agencies
Subject: Raised Seals on Plans for Manufactured(Modular)Buildings
Date: November 28,2006
Section 553.80(1)(d),FS specifically exempts state approved manufactured (modular)buildings bearing
the DCA insignia, from further plan review by local code enforcing agencies. Rule 913-1,FAC;and the
Florida Building Code(FBG)do not require original signed and sealed plans for manufactured(modular)
buildings to be submitted to local jurisdictions to obtain a building permit. The insignia issued by this
Department attests that the plans have been reviewed and the buildings inspected by a state approved
Third Party Agency and found compliant with the FBC.
However,any code requirements not completed at the factory are considered site related and are subject
to local plan review and inspection in accordance with the FBC and local requirements. Signing and
sealing of these plans should follow local procedures. All site-related installation requirements(e.g.,
foundation,electrical hook-up,plumbing,etc.,)are specifically and entirely reserved to the local authority
having jurisdiction,who may require signed and sealed plans for applicable items.
The State of Florida Manufactured(Modular)Buildings Program requires its approved Third Party
Agencies to maintain a set of signed and sealed plans,(either hardcopy or electronic)that have been
reviewed and approved by.a Florida licensed design professional or Modular Plans Reviewer. inspection
reports conducted at the manufacturing facility by Florida licensed design professionals or Modular
Inspectors are also required to be on file. Local jurisdictions may require copies of the approved plans
with the permit application or may rely on the plans on file at%v w.floridabuildine.or
For additional information, please contact Michael Ashworth at 850-922-6075 or E-mail:
tnichael.ashworth(cc dca.state.11.us.
cc: 1.Jones
Files
2.555 SHUMARD OAK BOULEVARD • TALLAHASSEE, FLORIDA 32399-2100
Phone: 850.488.8466/Suncom 278.8,66, FAX: 850.921.07817Suncom 291.0781
Internet address: h_ttp://vrww.dca stale.tl.us
CRITICAL STATE CONCFnN FIELD OFFICE CONULLI:ITY PLANtaNG EMERGENCY MANAGEMENT HOUSING L COMMUNTY 0EVELOPMENT
2TDG 0✓mas Hiiphwny.Suite 212 25!5"Itur 'd Oak Bwd-.Ara 2 555 St.=Wd Oak SOLA-Iffd 2S<S5:lu+nxrd Csk Bout vartl
kWar—.FL 330017127 Tsrah�.FL 32399-2tco T runidse,FL 32/12100 To7ah="rL 3aw�2100
(305)2'm4-4D2 (MI)483.22S13 IP4A 41}0'69 (a:0)489.7956
FLA Manufactured Btr - Program
1940 North Monroe Street
uu Sv'ie 90A
�
PY��� g/�n�| T�x�o� F|mNa3��O7Q .
�� � p�oeV���871�N Fax:0 \ � �"v ^ .~.
M�UU.8�iOD ' ---^~--' ''– '--'
Ken Lawson,Secretary Rick S%ott,Govomo,
January 28, 2014 —
r-, ���������r~��
Robert Moore � I n � ����
Lark Builders,Inc.
r.o.o,awer-'y JUL 2 1
Vidalia,sAso47s
PER!x|TTH\!G
RE: Manufacturer Certification,roMrp114; Expiration Date: October z1' zo1s St. Lucie C^untv' ��
Dear Robert Moue
Itismvpleasure uoinform you that Lark Builders,znc, located at4uyDIXON STREET, po
oR»m/sn szy'vzDxuA,ax 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 uu|mmn 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 n"amu,in 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 muma 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 nfthis program.
Your certification isapproved for three years from this date.You will receive renewal notice by
Email generated by the ocIs ( )for online renewal. If you have questions
you may contact Robert Lorenzo atnso-717'zoys o,our FAX atnso'414'o«ss.
Please visit our website nt www.floridabuilding.org tpsee valuable information nnthe 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
�
AIS 74 " 9^-.
PERMITTING
S:. Lucie County, FL
SES: TABLE 24 - 165D/170C TABLE 28 - 140C
1.ANCR SPACNC 6 DESIGNED AS PER ASCE-7. 30"AUGER ANCHOR SPACING 30'AUGER ANCHOR SPACING
2.�W AREE 0Etj1M-TO-CENTEH• OMUM ANCHOR MAN' UM ANCHOR
a TIE-DOWN SCRAPS TO BE t-Y•0.035'G"ANRED STEEL.PEDERAL SHED WIDTH SPACING SHED WIDTH BPM AN
SPECIFICATIONS OOS-781-M Y�'PE-1.FlNI91-B.GRADE-1. TE-DOWN
STRAPS AND CONNECIWG 1t�(ImWARE TO HAVE 4.725 I.B. IN W-001m TRAP ING CODE INFORMATION
ULTIMATE CAPACITY(3.160 I.B..t.$).�� (� ) t +a m oN e'W1NE ow DSS UP TO 16'-0• 10'-0• UP TO 16'-0' 10'-0' mDe 1vLwN 3.I ,o
4.ALL FAAR1 ANCHORS SHALL HAVE A MIMMUM 4.DW LB.CAPACITY. {�;�!7.e DR(1)He P.T.StP/2 51®5 uw�aama 1R
6.EARTH ANCHORS IDCATED AT EACH CORNER.MAxIMUN'19-FROM END •"`����T ON GRDNR7)).
(4 WIN"PER BUILDING).AND SPACED AS PER TABLE TA.B,C DEPENDING TES qYN STWP gaTE TO E5 TYPE 1 TYPE 2 -1"TO 20'-0 B'-0• 16�-1•TO 24�-0 g'-0' AOO&Y
ON
HN SHED WImtH,WIND SPEED.Afro EXPOSURE AlVatoRs Nar NEEDED WAFNtxs '°� 'AUGER
ANCHOR -1•TO 24'-0 W-0' wAnAa TFFc
e.CONCRETE ANCHORS TO BE SPACED As PER TABLE 1AB.0 DEPMDING ON FOR 'AP°'• V TABLE 1 - 1 20C R NTE
SHED WIDTH.WIND SP®.AND F�wOsUmE ��+(�µ LB.� I;{ ,�Io1D A CHORI G m mu CR
7.CONCRETE ANCHDRS ro HAYE A MINIUM OF 4•COIQt(DISTANCE FROM """" , �1}y TABLE 2C - 20C Mu ANGHGR Ef1E WrPRE41w SriIEL+ Ma[
ANCHOR TO EDGE OF NREM. DYPE>) ; •.; TYPE A3Ha1ai1 30"AUGER ANCHOR SPACING SHED WIDTH SPADING �, Faua
8.MINIMUM SOIL BEARING CAPACITY R 2.000 pp55YP(M.) IMUM ANCHOR
B.EARTH ANtDHORs AND CO CiORS MAY BE USED IN COWUNCEION WTm E00'AAFK1Dy BOLT SHED WIDTH SPADING ALLmYADtE NIIMmN a SHatas t
PROVIDED THAT THE SAMN I IUM SPADING fS FOLLOWED FTN(EACH P mNCRflE 24'-D" �� w=W,1D1 sPami
ANCHOR TYPE TYPICAL ANCHOR TYPES UP TO 24'-0" 1D'-o'
20'-0" 7-0' DsasnE w
ENnDFRE DCn@➢
16'-0' 7'-fi wm+NL P.=M avTwWr /-.14
14'-0' 8•-0' (UPDmANDE FAGM f.m
RWF DEAD IND 1t9
TE-0oIR smw IIOETm Tlam f 4»sYP q 3.N e'WmE oe IAss t as
Z(1')4 3.3.(r W�oR Lss 12•-0• 9,-e �UVE IND mr®a�.me wD
FIDOft A6T Ylml 1/Y DPADE a S f1.0Di1 Dr/D IND 1oP3
-T
RE-WWII•'TRAP BOLTED RWU BOLT MD8 WmH W15Ima 1'�/2ie DR(1){3.e P.T.61P I2 51� ?re ae P.T.SYP/Z SpW
F>D A�T NBN 1/2 C / EL9E(NiN BE SET ON GROUND). TE-DDNN sIPM 4TURED �Q•�NR BE SET ON 06riRm)L 1 O'-0" 10•-e FlDQt WE IND e01V
�/31l1'Ye(1�1pWp n M�SIMP BOLTED��B WDH(0)f®'t•e•?"s 6'-O• 17-0• � B FOM imOF WA
WEDGE ANGNDa(M RI B/DLYT�yI/•BL(WII WDH W..- F/JFfNSaAflN/CHWORt 6'-0" 17-0• MRW ANE PPOTECMN U a w
•'•A 'INTOE ANCINi�MRH -WCIMMiO. `f DRfYE SINE PoR�K/CdUlr' W MAKE 9 M USAGE No
TABLE 18 - 140C
+' ANCHORING TO CONCRETE REVISIONS
P ooNaEIE=.I)ipnn SHED WIDTH MAXIMUM ANCHOR REV DESCRIPTON I DATE I BY
AT r-0•MAx. SPACING
24'-0" 4'-D'
20'-0' 6'-O•
TE-"STRAP Dam THRU I H4 b•IP 12 al r WDE OR TEL 16'-0'
FLOOR AT6TWtTII t/3..OPIDE e
f 4a Sip/2 3.H r Y( oR IFSS BOO
Ma GAMETE (1)4.8 P.T.:12). 14'_0" d-O* Gaf.:
y4 rnLE ITA1E OP,roRµyr taMrs
e DR(t)4ae P.T.FP 1x Foos AAL nsE(CW Be FEF ON cRW1m). 8/11/16
1/2tiT•(4W tTH WWc�.IE WRAFE WDDD OR P.T.) E15F{CAN BE 6ET ON ataAm).
WEOG:uNe6ox WIRN Y WAFtER Tc-0DNN soup 12'-0 7-6' N/A
WH a.0'F/AIH W
LARK BUILDERS INC.
1/2�a'(400 IBJ WNGNETE WTI LTE 00.AY AUOER SME 10'-0' B'-C
FOR WD/IIN 'ORAL
..'•�4.�� Wince/OmtOR WITH Y WAFmN .\ 8'-0" 12-0'
4•GDNCR E 6'-0' 12-0'
4'GONOSIE '
T BLE 1C-165D/175C
ANCHORING TO CONCRETE
SHED WIDTH MAXIMUM ANCHOR
SPACING
1 s.s sin/2 3.N r Woc m NLSS
24'-0"
t 4u srP/:ON e•WIDE ma Itss 3'-fi'
TE-mXN SOUPwLTm TOf 2;am oR(t)+3.e P.t Fv 13.Fes ) 4.e P.T.sin 12 s1ms \
N.9oIRN ANmmR WrtH tW/12M' ki DSgdN SEF ay DRagD} yy 20'-0" 4'-0" \ 1
t/Yae'(4W I8)WNASHM Yp�OR�v juLY WwlFD Ai�GOrODN IOD TE-DOW'N srtw BOLTm ro H�(cvV sEr ON�utmb v�,...'....
WmcE ANOIW WmN Y WAFNER ATD➢Nm OPPWIRC6-0' z {'
4 a Bmr��nrH/YWasle°Rs 1 g._O. ``�C�.'• \10ENSeo'* '
_ 1 e/e•.30'-ANGHmt s/e'.30•FAmx AHpaR: 14'-0' 6'-6'
OP.
Aum smE FDR sin VL/mAr. Aum sD a roR 5�/aAr.'P VE sTNE Fw12'-0' ®Rl�CD
IV RMOOK PAD AT m1 PAD>F'/fJD W-e VAX6'-D' 1NY-0o STATE OF 'to-
TIE-DOWN
o-
TIE-DOWN DETAILS s'-o• 1z-0' v '��o,(:: F�oR1op ���
z '� t`''••....
Of 11111110%,
W MGttherT.BDkfwtn P.E
H ...LLGaeoe 64808
(n
a Bhee,: AP-1 OF 1