HomeMy WebLinkAboutEngineering f y'da t, i FLA Manufactured Bw{ding Ptogrwn
1940 North Moruoe Street
DOsines (�'1+: SuOe 90A
Prafess� al Tallahassee, Florida 323490712
R '.gU13tlQll Phone:850A T1824• Fax:850,414,8436
Ken Lawson,Secretary Rick Scott,Govemor ,
ALgust 22, 2016 r
Robert Moore
Lark Builders,Inc.
P.O.Drawer 629 a
• Vidalia,GA 30475 LLucl�e
•=1 "E®
RE: Manufacturer Certification,ID MFT-114; Expiration Date:August 22, 2019
Dear Robert Moore . nt
County, Permitting
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
IN
Agency for plans review. Please ensure that your plans are in compliance and are properly
posted on our website.All slte-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 regulatlons of this program.
Your certification is approved for three years from this date, You will receive a renewal notice by
LU Email generated by the BCIS,(www.florf abuildlna: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,floridabuildina org to see valuable Information on the Florida
Manufactured Buildings Program.A copy of this letter must accompany applications for local
building permits.
Sincerely, T
Robert Lorenzo d
�^ Manufactured Buildings Program w
cc:Professional Service Industries
Intertek-PSI Tel +1407.304.5566
1748 33'd Street Fax+1 407.304.5561
Lntertek, Orlando,Florida 3 Ines intertecom imf-wou FL Engineering Business#3684 psiusa.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: 'Storage Shed.
Manufacturer: Lark Builders
d
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,
1
41
Victor C. Martin, PE (FL) Richara'Olds, ICC #5107840, SM-P-45
Department Manager Plans Examiner
Q r Building Science Solutions Building Science Solutions
,Copy to: Ms. Berri Howard, Lark Builders berrip_larkbuilders.coin
a
PSI APPROVAL 2017-11-14
CODE RENEW
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— STANDING SEAM STEEL ROOF +27.8j-94.7
— ASPHALT SHIGLES WALLS/DOORS/WINDOWS +32.5j-29.2 CODE INFORMATION
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CODE REVIEW ,-•,yam-"
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SCHEDULE FOR RAFTER AND REVISION 5
BRACING SPACING REV OESCRIPTOt7 DATE BY
OVERHANG OPTION DETAIL
3.5`-20GA METAL STUDS,
SPACED AT 24'O.0 MAX.
x
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ABOVE FINISHED FLOOR, 7/12/17
of - ATTACH TO EACH STUD W/(2) #10 scar: N/A
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Q FlnFida License 646Q8
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— BOX RIB ALUMINUM
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ME mile—
/—SECURED v o
DUTCH LAPSIDING STEEL SIDING ME smsmM s s I. MOML
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REVISIONS
EV I DESCRIPTON DATE I 6T
4x4 P.T. POST
3.5" AGA. STEEL BRACE (2)
#10 SEM TAPPINC SCREWS EACH / / / / mm.s LRR
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ABOVE FOOSHED f100R. ATTACX EACH 10 TO STUDS w/(2) ABOVE fNSHED FLOOR. ARACH V01 END TO SNDS W/(2) ROOT DEAD
LOAD i0osr
ATTACH
TO UCH STUD W/(2)/10 /10 SCREWS.II)WI0 EACH FIANCE AMV R EACH STUD W/(2)110 /10 SCREWS.(1)MO UCN FIAxGE R001'lM LEAD 2mo iwa Lulu
S[Lf OR TNG GRABBER SCREWS, SE1l OR
GRABEAC SCMWS, {COOK DEN L0N
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YODuL PER D-UNO
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REVISIONS
REV 1 DESCRIPTON DATE BY
L- -- SCS.6'-0'TO I]'-B'— - ur =r F— vAR,ES,6'-o'TO 13'-W
END WALL FRAMING OPTION END WALL FRAMING OPTION A or. MTB
Dale: 7/12/17
saw
Wnor:PA'�1Siei5'HWND RDDf PANE Lt FASTENED N/A
11WOI/1 AT 8'D.C. TM%x/1 Al 6'O.C. Y0�' LB-$-LBC
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(z, Sheet: FBPR-4 OF 7
SKID RUNNER SPACING* PSI APPROVAL 2017-11-14
CODE REWEWUNDER 30' LENGTH
SHED_WIDTH A B
6'-0' 42
JOIST
CODE INFORMATION
lo'-O 18- 84"
il'-011 24" 84" 6'-1" TO 11=6" —2'x6'
> 11'-8" 2'X8"
28" 84"
36* 84" "NOTE: JOISTS CAN BE EITHER 02 S.Y.P. OR 18 GAGE
STEEL CHANNELS, THE STEEL CHANNEL ACTUAL
13
40' 84" DIMENSIONS MATCH THE WOOD ACTUAL DIMENSIONS AND
ARE INTERCHANGEABLE.
ERPaSMRE
-VALUES ARE FROM END OF JOIST _LazVR[ rroosm
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SCHEDULE FOR SIZES L OPTIONAL PO;coH---]
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14"x14" NOTCH cooE nRsnN -° `
FOR EACH JOIST YN Vfe01UR[R ra MsefR Rc�
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EkPOSURE
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JOIST T O SKID PRE55WE COE M2N
LAG SCREWS ON INSIDE, (3){ 'x4" LAG
LAG uPq""
SCREWS ON OUTSIDE (9 TOTAL) oo M 00�D Rvf f a 3PPe fer e e
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4"x6" P.T. SKID SPLICE REV DESREVISIONS 11°
CRIPTON DATE BY
WALL SHEATHING
3.5" 20GA. STEEL STUDS 024"O.C.
o....er. LRB
�0t 7/12/17
' N/A
LB-S-LBE
3.5" 20GA. STEEL
,Z SOLE PLATE SECURED FLOOR SHEATHING M.P.as�� "QOIXaO
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6 SCREWS 016"O.C. FLOOR JOIST
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O.C., STAGGER ROWS 6". N o"0er`eR' E m..Re.i
2X BLOCKING BETWEEN SKIDS AT 0_
3"x6" SPLICE PLATE FASTENED WITH 2"x4' BLOCKING BETWEEN SKIDS Q
(5)-- SPL'NCO K P (OR EQUAL) NAILS UNDER DOUBLE END JOIST BOTH ENDS SECURED TO END JOIST `�N\\-W T
EACH SIDENCO SECURED WITH (3) 0.120"x3" WITH (3) 0.120'x3" NAILS 012"O.C. J "% -\
,• �
EACH SIDE STAGGERED LLJ `� 1,10ENSF ,, �l
NAILS 012"O.C. STAGGERED Ld Q :
(2) 2"x6" P.T. SKID WALL TO FLOOR
SPLICE/SECURING i�'S• STATE OF t�=
CONNECTION DETAIL 0
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0 FICO License#64608
Sheet. FBPR-6 OF 7
T RECEIVED TABLE 2A - 165D/170C TABLE 2B - 140C ;r:};>'` g
30"AUGER ANCHOR SPACING 30'AUGER ANCHOR SPACING
NA%RIPA ANCHOR NA%WUN ANCHOR -:f}
SHED WIDTH SPACING SHED WIDTH SPACING
Y���G ' �Ji8 u-
^,t 1 I rz-Daw sRAP q•..m/z ox e'.m[Ow uss
TE-mw BwTm,k4M `` P>T0-16'-0 t0'-D' UP TO 16'-0' t0'-0' "-"-'--
FLOOR Agar rtH Vr raAOE s Isc wms) (x)za OR f1l=•L Pa.sro 02 alms -- .
MT WRN ALL OSTfa]I et SET Ox DROUxO). lnl
rz-Dwx SPP TKKUD m Trot TYPE t TRE 2A 11. 6'-1"TO 20'-0" 8'-0' 16'-1'TO 24'-0 B'=0" '
CCry' 1 11rf S ANCHNI WITH 1/2'-s ]0.ORM 30'�WO[R J�TF
t/x1]'(• m� e BOLT YamWw WTI W/SrITlli FM CORLL PoR SOL/OUT !v i '-1"TG 24-0 6'-0' CODE INFORWTION
WmrA / TABLE 1A — 120C coor wamN
• Inooi1iAe eMlm'o-rm"iLa1�N¢ •'•I Do ( TABLE 2C — 120C ANCHORING M CONCRETE vK1wR
CIIT MAXIMUM ANCHOR
IWPL]) ttPE 3
TYPE 2e 30'AUCER ANCHOR SPACING SHED WIDTH
SPACING avmm TRE
[Aa1R10='COxmILR "HCRETE b'AOGm WVIINUY ANCHOR CgF:mYC110N Me
DIS,Rm 4'c m artn n�PATraroN rS../ T SHED WIDTH SPACING 24'-0" V_v mPnolvnm
TYPICAL ANCHOR TYPES UP TO 24'-0' 10'-0' 20'-0" 7-0" IDa�P=�D"sTsn
ocnAWxn
16'-0" 7-6" NLaWeeu wRlwrR w s1oRm
eAae WWo SPM �awr4 1
' 14'-0" B'-0' nPIaImI w
IN-Dam STPD DamD Trow 12'-0" B'-6'
om1OSNIc tNomm
MOOR NIST NIfM 1/]'fAAO[S62L
/x ON W R=OR MS. (I)•.4 SN E2 Ox W WO[OR MS. NI[aVl PR[SSaR[CO[)ISExt ./-AI4
ZI 501E PUIC(INIWNLY BOLT YGtmIOY WRAC W.516R5 III•.w P.T.SlP F] b6 ON H)1.6 P.T.eR!3 SNDS P.T.) lxil t mu oR I/A eal) H OL sn oN cmlR.m). Au OS[(CAN w M ox GRD 3. 10'-0" '-6'_T r
ANONap WITH Y WASIm1 1Q-OONN Si WP SLCVRm10 TRE WITH(6)IOG13•Nos]—R WITH 1/Y—E s8'-0"MT ImmwY WITH YmER SfrtF R SROCOL/CUT. .
DRIVE S1fIL FOR N/GORN � TY Pmm w W.,e MOR ROY N/A
- TABLE 1 B — 140C ImaAm wR 5x005 C
ANCHORING 0 CONCRETE Ianxcwc Prtor[NWN usAuRR
naTuO.•CON:PLR OPmxx SLPPowI PM(P,l.WOm, LNKWIW ANCHOR
CONCRCR m=O1 PDO)SPK[D SHED WIDTH _$PACING, HSRIeuxE a4RA IliwC
Ai R-0'w.
SOWRE
24'-0" 4'-0' F-
REVISIONS
20'-0 5'-0' REV DESCRIPTON DATE BY
' � .mm NK WI UAn1.NOOA•mm O/Ia/I= ui
TR-mWx SPP a%Tm Trow vw,.
x.4 SOLE PuIE(tu1LWALLY ROOK A16T mn I/z'4NAOF s (H•.4 SYP N ON N WOE OR L65. wNW,xm rAWEw.om V 16/14 ION
_T r
/rw(4.000�Ira—COYWBIF WOOD OR P.1J (I)4.4 Sro F2 ON e'—O1 LESS 0011 ImmwY WITH WASHERS (])LB OR III 4.6 P.T.SIP I2 Sema
Wlmc[ WRN NACIUR (((2))x.6 OR(1)4.6 P.T.SIP Ix S[0S I-L mxT oR xlva-1) Au Ds[lux eL SIT ox cloaxo). 14'-O" 6-0" .oY moa aww m
nc-OOnN STRAP OR 3/Ie• ELSEIM Iu SIO ON
aRanm} .ort I D.
_______________ �• DA S,,sm rAeu 12'-0` T-0' F/wAl m
.. (am xOTIS) S/B'.]0'FARTH ANCIOR
M LTE Imu:Aww STYLE 10'-0"
pp • 1/'w(•Am YLI mNCF61L • mR aLIM1/MT.ORNL SNI] • YTB
JIT- aws°Rn[FWXmG ON N[DGL,WCIOR Mn]'WAS16R FOR RDCN/[Dau 8'-0" 12'-0'
"r B/11/15
Hama 4'—C w aPnoxAL 6'-0' 17-0" N/A
[FalPa 4'CONCR[1[ SIM1NtlRI PAD(P.l.WOOD.OWCRCTE
BLDcl DR PAD)sPAcm AT r-D'NAL TABLE IC-165D/175C LARK BUILDERS
ANCHORING TO CONCRETE
SHED WIDTH NAGMW AN
SPACING
r wm[II GAG[srm t•
BRO rz-M sRAP rz-WwI STRAP 24'-0" T-B'
WIRD THRV TLOO5 ow 11))4:.4.— N C WOE lw IFSS 11 -STP F]ON e'P.T. OR ICSi
Yilll 1/2'G1•M 9 BOLT 1�) O1 Co1)46 P.T.STP/x SAma rz-owx STRAP mm I TO d)o OR H)•.= STP/x Sx� (UL NOTES) ()4N OR I)ON e•. OA LESS
Iam1W WITH RAS10]b ALL[LS[(Gx BL SR ON GaTIRVO). aRDUNO AIfJ10R NITH 1/]' ALL nSC(LNN BC S[I ON GRURn). 3)Le OR(l)46 P.l.SR N Sims 20'-0" 4'-0'
IxuT emr oa x1TA0 IaLTI cRAAc a LRT YRowIY.liu DsRcv1 ee sR Dx Dalwm).
WAsiOR1 ALSO GONTWLW LAND TL-aDYN STNP BOLTm TO
Alub®to R OPP A wr ANCICR Wrtx I/x•cRADc 16'-0" 6'-0'
CN OPPoS(IL Sm[ S BOLI M00wY IWM wASImtS
/]'J'(4=LB.)Q_
r., S/e•.W FARM ANCIIOR: •.r 5/13'.W[ARTH ANCIOR: 14'-0"
WLIfGE ANOHDR WITH 2'WISXIN ri.I AUDFA S1TIE PoR SOL/0AT. Ii.r AIO R SNLE FOR SOL/CIAT, ••i I .
.. wFrt STM FOR rawmPL DRIVE StY{F MR ROCe/mR.IL ''.I• 12'-0" (T
[.aiAa r mxcAErz E[CilWO 4•mrcwcrc at suPPaRT 10'-0" .B'-0' Z ��\,�� •"...•...'.I AQ( //I
PAo("J.ROM mNcwn[IIIDr DR DP1aNAL slRlxxn PFa(P.T.xaco, %A, •+'M•••KENS
RID)vxmR m B•-0•wK AT W-E aDn 09 PAD)SFACm d F
AT a•-D•H0. 8'-0' tlT-D'
TIE=DOWN't'DETAILS. 6-0• 1r 4
TI -GOWN NOT Z
I. ANCHOR SPACING IS DESIGNED AS PER ASCE-7.
2. ALL MEASUREMENTS ME CENTCR-TO-CEMER. O i STATE t
3. TIE-DOWN STRAPS TO BE NIMMUM 1-p•[1.035'GALVANIZED STEEL.FEDERAL SPECIFICATIONS OOS-781-H,TYPE-1,FINISH-B.GRADE-1. TIE-GOWN STRAPS OR CABLE AND CONNECRNO HANOITARE TO HAVE 4.725 I.B.MWINIIY IRTMATE CAPACITY(3.ISO LB.•1.5). �'A EL/
4. ALL EARTH ANCHORS SHALL HAVE A MINIMUM 4.300 LB.CAPACITY. 2 p F {!�
5.B. I OARI ANRETE ANCHORS TO BEASPACH CORKER,IABIE M 5'DEPENDING END(4 INtM W9 PERTIK WINO SPEED.AND ACEDEXPOASPERTABLE 2AB,C DEPENDING ON SHED WIDTH,WOOL SPEED.AND EKPOSURE. ANCHORS NOT NEEDED ON ENG- z //// "L0 R ID p` +��`��
OWR E ANCHORS 70 HAVE A MINIMUM OF
COVER
HOR 70
Of
9. CFARTH ANCMa. MMM OR9/aIDDCONCRETE ANCHORS V000�AT•BE USEDINOCNJUNC�ION PCHOVIOEO THAT ETHE
SWER wU4 1 _.4 FOLLOWED FOR EACH ANCHOR TYPE. ¢ /�//�S/0 NAL �>\�`
10.CONCRETE BLOCKS CAN BE OPTIONALLY CAPPED WITH APPROVED ABS CAP BOARDS(OLIVER iECHNOIDI ,LNC.Y OR CON 11101 I1\\
fl.HOLLOW OR SOLID CONCRETE BLOCKS(8'.81187 MY BE STACKED ON PADS FOR HIGH SETS UP TO FO I G W MDttheW L BaI6Win P.E.
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