HomeMy WebLinkAboutProduct Approval :• ;;; _-,r; FLA Manufactured Bwdng Program
- ® 1840 Noah Mwoe stfw
Du°Shit -�\. Srsle90A
Professional TaWahassee, Flonda 32399-O7'12
Requiation
Phone 850 4871824• Fax:850 414 8438
Ken Lawson,Secretary hick Scott,Govemor
August 22, 2016
Robert Moore
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 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
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 SCIS(www,fioridabuilding.or4)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 www.floridabuilding.org to see valuable Information on the Florida
Manufactured Buildings Program.A copy of this letter must accompany applications for local
building permits.
Sincerely,
n
Robert Lorenzo
Manufactured Buildings Program
cc:Professional Service Industries
Famil
Intertek-PSI Tel +1407.304.5560
1748 33`d Street Fax+1407.304.5561
Witertek Orlando,Florida 32839 intertek.com
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: 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, 6t" 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 berri@larkbuilders.com
e .a
� PSI APPROVAL 2017-11-14
REWEWCODE REVIEW '
PmNulonul SetNn 1nOv[]Nee '
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29 GAUGE STEEL AG PANEL°
DD ocwDx"° DESIGN PRESSURES o"""'^'""°^'Rx,,l,n^'-^^•�^ —
L PE 8833>e,LA PE[aROI]
"x"°"3e — STANDING SEAM STEEL ROOF +27.8/-94.7
ASPHALT SHIGLES WALLS/DOORS/WINDOWS +32.5/-29.2 CODE INFORMATION
CODE xE— "
50'-0" MAXIMUM BUILDING LENGTH — 30'-0" MAX FOR VAULTED ROOF WNw URER w:—L-
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CODE RENE W
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WALL SHEATHING OPTIONS: CODE INFORMATION
cooE.ERsoN „
BOX RIB ALUMINUM MANUFACTURER LARKG fySN"
— TWIN RIB ALUMINUM DMILD"G TvPE
— DUTCH LAPSIDING ALUMINUM ME PRRYLTTE m;RE
DUTCH LAPSIDING STEEL SIDING ME wPPRESM.S W •aa
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(2)H3 OR EQUAL — 8" T-111 WOOD SIDING �Uec sx� "
EA
— HARDIE PANEL STUCCO AND T-111 SIDING ENCLOSURE
DOUBLE 3.5" 20GA. NRRN PRESSURE COEFFR,ENT Die
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POLYCARBONATE GREENHOUSE PANELS TOP PLATE ROOF DUD LEAD ,oma
ROOF LHC LONG TOKI w,GOD PGM LONG
END WALL BOOR DEAD LOAD PP
FICOR LMC LEAD
'R'RATING OF NALLS,FLOOR.ROOF N/A
MOGULES PER BUadNC
HURRICANE PROTEC,ION USAGENO
HURR,GNE SHELTER USAGENG
SOWRE FOOTAGE
REVISIONS nP tEsa
REV DESCRIPTON DATE BY
4x4 P.T. POST
3.5" 2cGA. STEE BRACE (2)
#10 SEIR TAPPIN SCREWS ACH. MIB
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ABOVE FMSHFD FLOOR. TATTACH UCH END TO STUDS N/(2) A
ATTACH 10 UCH STUD N/(2)11O 110 SCREWS.(1)IMO EACH FLANGE ATTACH TO UCH STUD W/(2)110 110 SCREWS.(1)INTO UCH FIANM roM OUIO LOAD
SELF DRILLING CARDER SCREWS. SELF DIULUWG GRABBER SCREWS, ROOF LM LW Dom IWNr fano
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NODULES PER DunDDNc
HU RR PROIE...USAGE
HURRCANE SHELTER USWE
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REVISIONS x
REV I DESCRIPTOR DATE BY
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VARIES,6'-0"TO 15'-B"� VARIES,6'-0"TO 10'-W—
END WALL FRAMING OPTION . END WALL FRAMING OPTION D,,
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ROOF PANELS FASTENED ROM PANELS FASTENED YNc
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cooert�Ew UNDER 30' LENGTH
CODE Sarv!<a InGusal6a
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WIDTH J01 T SIZE•
70'—Q' 18 84" 6'-0" 2"x4" CODE INFORMATION
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13'-0" 36" 84" STEEL CHANNELS. THE STEEL CHANNEL ACTUAL —VP'°'oT
DIMENSIONS MATCH THE WOOD ACTUAL DIMENSIONS AND AuoRA6 E xuxBER or s oR¢s
13'-8" 40" 84ARE INTERCHANGEABLE. RE � _mTM
ENCLosuR[
-VALUES ARE FROM END OF JOIST i"IERxu va[ssuRE co[rrraEL>t .i-o.e
To CENTERS of sxlos ONLY.
*FLOOR SHEATHING SECURED WITH 4'X0.113" MPd fANOE rK OR
NAIL (OR EQUAL) @ 6"O.C. MAX aaor oEw Lao
50'-0 MAX. RWr LD LaO
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BOON lM LOAD .xaPSI
'R•MIaW Or BALLS.FMR.Mr W.
NODULES PER 10L
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SCWRE FOOTAGE
REVISIONS x
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JOISTSIZE,SCHEDULESEE FR SMINGZES S.Y.P. #2 SKIDS OPTIONAL 6'-D"----j
PORCH
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PSI APPROVAL 2017-11-14
CODE REVIEW
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CODE INFORMATION
1j"x1�" NOTCH cooE v[Rsox "
i FOR EACH JOIST NxU(NCIURER ATTACK JOIST TO SKID WITH 11"x4" FIRE SUPPRESSION S EMLAG SCREW OR (2ISIMPSON H-3 UuMIMSER OF STORIES
(OR EQUAL) AT EACH CROSSING vc wNG sPEEo
[xPOSURE
12" LAP SPLICE FASTENED WITH (6)55"x4" ENCtosuR[ waossp
LAG SCREWS ON INSIDE, (3),j x4" LAG JOIST T 0 SKID MPd pNEE FNCNR corEFUEN s°+e
SCREWS ON OUTSIDE (9 TOTAL) ROOF oao Lap in u
ROOF LwE Lao
CONNECTION �WING BPs
D�LM Lap
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Mpom[s PR Ru4pnc
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REVISIONS '
REV DESCRIPTON DATE I BY
WALL SHEATHING
3.5" 20GA. STEEL STUDS @24"O.C.
MTB
7/12/17
s ac
N/A
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3.5" 20GA. STEEL
�Z SOLE PLATE SECURED
WITH 56"x4" LAG FLOOR SHEATHING
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SPLICE SECURING CONNECTION DETAIL i�'• STATE OF j(V`
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uE`.ct ELECTRICAL NOTES: PSI APPROVAL 2017-11-14
COOS REVIEW
Ymf=sntonel SIM"lnducpfeD 1.ALL WIRE TO BE #12 THHN SOLID COPPER WITH GROUND. WIRING PROTECTED BY NEC 2014 EDITION.
',<B DDMD�zI 2.FIXTURE LOCATION AND TYPE MAY VARY '
P%=:'a�:,f.°Af Mz,',°o;, }.PLASTIC OR METAL "NEW WORK" OUTLET BOXES �`5107
_
F eS &0 4.20A GFCI OUTLETS
�,�°,cNc,° 5.ALL RECEPTACLES TO BE AT 12"-16" A.F.G.; MAXIMUM 8 RECEPTACLES.
FL PE R9zrID.MPER°PDII 6.ALL SWITCHES TO BE AT 48"-52" A.F.G.
su°x°uD:°zs 7.FLUORESCENT & LED LIGHTS MAY SUBSTITUTE FOR INCANDESCENT LIGHTING
B.ALL OUTLETS TO BE GFCI CODE INFORMA41ON
9.THE MAIN ELECTRICAL PANEL, FEEDERS, POWER HOOKUP TO UNIT (INCLUDING ALL DISCONNECTS, OVER CURRENT comE cPsox
DEVICES, PANELS, GROUNDING, ETC.) IS DESIGNED BY OTHERS. SITE INSTALLED, AND SUBJECT TO LOCAL APPROVAL. LNRV/ADIURER W IL— CWINDOW HEIGHT, LOCATION nPE PPDnc1nRAND QUANTITY MAY VARY IIRCAND ARE OPTIONAL
n1E0.nBEC.0 R Dr SEdDES
B.�LC mRD SDEED
EXPOSURE
ENCEDSURE [xttp5[D
DRER—PRESSU3 CO—
ELECTRICAL SYMBOL KEY 'NP°R`""`E`"°°R _
m UD
DEMD
RW EM ID.Dmw
ELDDR DW LMD ,DPSf
f ILDOR LM EMD ,RfPsr
I DI.�llt.fL00P.RDDf W.E
RECEPTACLE NDDDEES PER E...
3.5" METAL STUDS uRRGNC"EL,9 LLS CE
w1RRIGrff SREEIEP IIS.DE
/ SPACED AT 24" s°uu,E r¢olr.DE EEss
O.C. MAX RE"SIONS lro
240V REV I DESCRIPTON I DATE I BY
(P240 RECEPTACLE
SINGLE POLE
SWITCH \
MTB
m.:
THREEWAY \ SEE VARIOUS END WALL smr 7/12/17
R SWITCH Fo SEE VARIOUS END WALL FRAMING SECTIONS FOR N/A
10 FRAMING SECTIONS FOR
CEILING MOUNT WALL AND DOOR FRAMING WALL AND DOOR FRAMING W Lg—S—EgE
LIGHT FIXTUREw \ w D ¢sEaEd:
WALL MOUNT `> o
X m .0 RE ID ic..hP s
LIGHT FIXTURE
FLUORESCENT / o
LIGHT FIXTURE
JUNCTION BOX a ¢oD O lMDEAYD—.11
Ld
-41 LLJ
���'� \CENSE•• '•��//
WP
OPTIONAL ELECTRIC TO EACH UNIT �6%? % 7V
WILL BE FIELD CONNECTED FROM
EXISTING POWER SOURCE W STATE OPLO
F
50'-0" MAXIMUM BUILDING LENGTI I
NOTE: ALL ELECTRICAL EQUIPMENT SHOWN IS OPTIONAL AND LOCATIONS MAY VARY F- MDEEN=.T.BDle.in P.E.
CJ Florida uc=ns= gasoe
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TABLE ER - 1650/170C TABLE 28 - 140C
30'AUGER ANCHOR SPACING 30'AUGER ANCHOR SPACING
mrtyr'i"rsiay`4�sa,.eF"10.IP ma1aam,muanmF'ei rt a"a`T smv rtne-^u(SNeT•+FarwmmxammAmwsse
S
HED'mmAn4suPKING SHED WIDTH Ms1l0mA
UP TO 16'-0'
narlo'-°•
6'-0'
I6'-1'TO 24'-o '
-/0
0H'C7 ,1-0. TABLE 1 12'G0
dCi
=E I
<
.r mmmF ANCHORING O CO CR
rm�o3:eaAaL-«am TABLE 2C - 12 IN
.aacm.c Das m .mNm+e TTP TTPE 20 30'AUGER ANCHOR SPACING SHED VADM u µow ImNT
W NNm LL1LW41NOI0N SPAGNC RaaNe llv[
ran s .- SHED 1%OM SOAaNG 24'-0' 6d meatenM me
P CA AlCH R S UP TO 24'-0' to'-a 20'-0' 70-0•
mF onrxo r fmrA rev
16'-0' Yom' marwaT
Nuxlne adfmr of FmNd
14'-0' 6d rIm wm sP® an
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TABLE 1B - 140C
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