HomeMy WebLinkAboutEngineering I
FLA IMpilactuted Rui drng Program
1940 North Mnwoe Sueet
Business Suie90A
Professional T , Flonda32399-0772
Phone 850 7 1824• Fax.850 414 8436
Ken Lawson,Secretary l Rick Scott,Govemor
Augus 2 , 016 RECEIVED
Robert Moore
Lark Builders, Inc. JAN 2 6 2018
P.O.Drawer 629
Vidalia, GA 30475 l ST. Lucie County, Permitting
RE: Manufacturer Certification, IDM -114; Expiration Dat u ust 22, 019
Dear Robert Moore
It Is my pleasure to inform you th t ark Builders, Inc., loci to a 409 D ON STREET, P t
DRAWER 629, VIDALIA, GA 30475 V as been approved and r h. Manufa! tured Building >�
i «
Program, as provided for under Cl- ter 553, Part I, Florid at tes, to anufacture Fa ory a
Built Schools, Storage Sheds, Man ifi ictured Buildings for ln;tz Hat Ion in F rida.
Construction or modification on a 112 nufactured building cant t egin un I the Third Party
Agency has approved the plans in ic ordance with the cur nt FI rida Bu I Jing Code. Your Third
Party Agency is a contractor for th epartment and has St ItLtO autho I y and responsibilities
that must be met to maintain app d status. You may ex e t 2 nd dem i id quality plans
review and inspections.
Each Code change will make your )1i ns obsolete until they la fe )een re 1 wed,approved and
Indicated [on the cover page of th ans]for compliance th th Code your Third Party
Agency for plans review. Please en su a that your plans are no pllance nd are properly
posted on our website. All site-rel a Installation issues ar s bj ct to t local authority
having Jurisdiction.
The Department's contractor will n ale unannounced monit iriiig iisits at est once each year.
You must grant complete access tc y ur manufacturing facl itard recort to remain In
compliance with the rules and regL la ions of this program.
i
i
Your certification Is approved for tf rEe years from this date'. Y u vill rete e a renewal notice by
Email generated by the SCIS (wvyy f ri a yllding.ora) for 1 ni ne renewa. If you have questions
you may contact Robert Lorenzo a 8 0-717-1835 or our F t 50-414 436.
Please visit our website at www.flo id Bbuiidlnq.ora to see v'iu ble Inform Ion on the Florida
Manufactured Buildings Program. A copy of this letter must' c onipany a llcatlons for local
building permits.
I
Sit icE rel ,
a
7
Roe Lr' 118A
Mau ac uredings Program
cc:Professional Service Industries
i
I
l
l
I �
Intertek-P51 Tel +1407.304.5560
Orla 33rd Street Fax+ek.cor 04.5561
intertek, liffEll � Orlando,Florida 839 intertek.com
I FL Engineering Bu iness#3684 psiusa.com
November 14, 2017
Mr. Thomas Campbell
Florida Department of Busin s and Professic n 31 Regu�ation
Manufactured Building Proc ram
2601 Blair Stone Road, Bui d ng C
Tallahassee, Florida 32399 72
RE: Plan Approval: sidential Law St rages Shed
Manufacturer: rk Builders
Plan Number: 325
Dear Mr. Campbell,
Pursuant to the requiremerts of the Florida partrrt nt of Business nd Professional
Regulations, the above refe ced document ave be n reviewed for c pliance with:
2017 Florida Building Coile, 6t" Edition
2014 NEC
These plans comply with Flor da Product Ap r v A Ru b 61 G20-3.006 ( AC)
A signed and sealed set of 3 ans are mainta n ac on fi in the Third Pa ty Agency office
of PSI.
All mandatory comments ha E been satisfied r d plans are approved for construction by a
modular building manufactu er that is currently a prov d by the Departinent of Business
and Professional Regulation .
If you have any questions o equire my assi4,tz n e inny way, please Jo not hesitate to
contact me.
I
i
Respectfully submitted,
Victor C. Martin, PE (FL) F ichar Olds, ICC #510 7840, SMP-45
14zl/
Department Manager Plans xaminer
Building Science Solutions Euiidll Science Solutions
i
Copy to: Ms. Berri Howard, Lark B jil Jers berri larkb iil a s.corr
I
r a PSI APPROVAL 2017-11-14
iODE RENEW
AVYOnY ssnronaur+«
D�nwA ra+s>nn
ROOF SHEATHING OPTIONS:
- BOX RIB ALUMINUM
- 29 GAUGE STEEL AG PANEL DESIGN PRESSURES --��
- STANDING SEAM STEEL ROOF 1+27.8/-94.7
ASPHALT SHIGLES WALLS/DOORS/WINDOWS +32.5/-29.2 CODE INFORMATION
coe[v[asw _
50'-0" MAXIMUM BUILDING LENGTH — 30'-0" MAX FOR VAULTED ROOF
a..onc me iusO["•ur.x
coasnwnca nP[
r1x[mT[Ca011
occwwcr awwi
Auarlel[wr[R or srae[s
GPo>ua[
VAl1LSEO [N[LOSUR[ Onosm
SLOPE
OPE SLOPE irrtaxu POC L camrinn
aMDaat[[.cma +n
7C7—
aoor oGD,o.o
a00f°M 1pD MfI oR]pOs PDMI tW
I o_ h0011 OGD lGA
i �i R0011 LM[10M ll>P>+
1•Mtri O!rKl>,[lOM 11001 r/.
� Q IIODut[S PG dALOMC
W ST"O." w1a HE MgR<lON YWi
SLOPE w1a[u(S«Un.uSWE
S-1[OOL,Lt
00 ;
( PSI APPROVAL 2017-11-14
C2'jRENEW
1'M 1IIIII.M
O�MIq Ib[r I11N
Pwix RsreOW -
i�.n",r°� i+ ATTACH ROOF FRAMING TO
wcx woo.++ TOP PLATE OF WALL FRAMING
reitauve wo�i w... WITH BUILDER 10-16X1 TENS
__ PANHEAD SCREWS WITH /3 DRILL
CO INfOR
POINT AT 6. O.0 IMT10N
- toot r[Pso+�
fM PPoI[Ctd
2.5..5 CORRUGATED ROOF PANELS
3.5•-20GA METAL COLLAR TIE. 4'-0" HWH SEE ROOF FRAMING xuwst Puwe[e or sTaao
LONG ATTACHED WITH (2) 010 SELF FASTENED WITH 25 14x.75" SCHEDULE FOR RAFTER AND wcrwo zo[m
DRILLING GRABBAR SCREWS EACH SIDE TRAXX/1 AT 6" O.0 BRACING SPACING EVOSURE +
rlcEosuR[ irosto
xlRPto4 Prtsva[co[rrccn .i-o u
nronuc[rKroP
Hoer erxe.o.o
Poor i..[w+o
3.5-20GA METAL STUDS fO�P orxo`�
rEooP.w[Eao �[.
SPACED AT 24' O.0 MAX x u or.x. nooe.Boor v.
YODW[5 IER ould+IL
wmev[
—TEP �ec
MMRtM(S+SIi[P u5/6[
SEE ROOF FRAMING sawP[rootw[
---- REV I DESCRIPTON IDA E I LP
---'"- BRACING SPACING
OVERHANG OPTION DETAIL
rAA" 29GA METAL 6;UBS.
SPACED AT 24" O.0 MAX. -
SS' BRACE.A1.3._p. 7/I7/17
3 ABOVE FINISHED FLOOR,
ATTACH TO EACH STUD W/(2) #10
�i SELF DRILLING GRABBER SCREWS.
18-5-1BE
m (1) INTO EACH FLANGE
SHEATHING FASTENED W/ W
#'8x 1.5' GRABBER SCREW (OR ATTACH ROOF FRAMING TO
EQUAL) AT 6' O.C. TOP PLATE OF WALL FRAMING
WITH BUILDE% 10-16X1 TEKS
POINT AT
__ _
LLJ
—VARIES. 6'-0` TO 13'-8" ..eo.s
SEE ROOF
FRAMING R
SCHEDULE RAND Q o+as WET 'Q
FRAME SECTION BRACING SPACING �� ~ ~ qC
,� ��`�� •C\CENSF •��//
W
Ll
f-
N -
3.5-20GA METAL STUDS '
SPACED AT 24 O.0 MAX. I i�::L STATE OF :u
Ll
SS......... .. NG`���
LJ NAL
In
OVERHANG OPTION DETAIL Ma[I M.T.BgJ.M P.E
O FIorIEo Licenfe 64608
5 � 1 sN.1[. F13PR-2 OF 7
I
PSI APPROVAL 2017-11-14
Cp '!EW
aeMceMNNff�v
1.�xtrC lRwf
[N i4/MM6IIUE
Me RR„RNn.e OYs
Gwn..wa NNnprr vnerC Wrt.i
U RE NAtI
tYYCC RJvple
WALL SHEATHING OPTIONS: CODE INFORMATION
— BOX RIB ALUMINUM M.N TURR w .:mc.
— TWIN RIB ALUMINUM
DUTCH LAPSIDING ALUMINUM n o�non
EtlK waRMSSgN MT(M aPE
SECURED WITH — 29 GAUGE STEEL AG PANEL (RUN ANY DIRECTION)
(2)H3 OR EQUAL
— hT-111
ws� c[aAKR or s[oREs
" T-1 11 WOOD SIDING
DOUBLE 3.5" 20GA. — HARDIE PANEL STUCCO AND T-111 SIDINGRNR>xzsw[cocrc[n °aU
STEEL TOP PLATE — HARDIE BOARD SIDING 3.5" 20GA. STEEL
— POLYCARBONATE GREENHOUSE PANELS TOP PLATE
END WALL noon uG0[�
ru „ tan
ww,`ac or a.us,ftmR.RWf w.�
/ / wouE[z R[a wxoRtc
WRR[iwE SMt1ER�SROE
REVIBgMS
RAff
MTB
E (1 INT EACH F GE) j / 7/12/17
e
N/A
/ 1dFb1�P1µi
W
> rn rRoa t rNaw.
W .a mamxctoa...uR[rwut.w�s rs
x
END WALL o M E
m
.E m..
M 3.5" 20GA, STEELKa
(2)MITEK OR ALPINE 3.5" 20C STEEL SOLE PLATE
3"x5" OR EQUAL STU @24" MAX FLOOR FRAMING Q ;Ra
—i T
w ♦`♦�� rc W........B q
f--4'&6' OPTIONAL PORC I I sas
r 50'-0" MAX. 66
STANDARD WALL DETAIL ~ = r �
>- P:, STATE OF
2� ..T.9oldwin P.E.
L.NI FWidaFbr[0R licenRe HBOB
sn�E,: FBPR-3 OF 7
A� ,x
PSI APPROVAL 2017-11-14
CGDE REVIEW
PmM1.WOnA'9NNcr InfumlRf
Y]OrJ 9004
Od�nf9/IDRb]2fM
Nxn.oRRMq OYx
ri pAVAi lI1.1a
J'YNO.via
'1♦f.nMN Nw.p.� rM
F1 fE M}]T9.1A PE r.lOtT N
.9J_'CC wMNTe
ROOD I/JICLS[B51C+(D ROOF-E0 FASTEx D
/-RRR ]5'-1n,.T5'RRR wrtR.ri"-ta..Ti"rwN
CObt INFORWATION` +aim
/ Twl/I Al 6"DC. fws/t Al 6"O.0 COM-
—T—. r
S� 5� WUUfN:TUREO LMr inncK K m
WHORL hP[
p6TR1LTLx lmE
IiRC 011DI IT-
M[WNCT
.,.-[RUHR Of-KS
BASC_D SP[CO
I (zPOSUPE
En[1DSWE
3.5"BMC[Al 3'-0' ].1"-2OG KETAL NLACMG, 31 BR..[C RT nrt[RRN PR[SSURE COCFIL[r0 ./- •
11'-}OG NCt4 BRICKS. iMPd[1NLE 1KpR
•ROVE MbED FIDOR. PnACR EACH ERD 10 STUDS R/12) ABOVE FRRSICD FL00R. AirACR EAd CrA 10 SluD3 x/(])
nnA[R 10 CKN z1V0 x/t2)Bi0 110 XR[K.(1)W10 EACR MN:C —la fAtR STUD•/(2)11a 00pf MAD w0
SELr ORLLNO LMBB[R XRCK. AXLF DRILLBL GRABBER XRMS. F+0 It-(1)MO EAC.HARM ROW 1K LOAD 10x1 L-
(+j iM0 VCM MILE (1)MO VCR flAxOE
FLOOR DEAD LPN .oPv oR
000 U.S IaAD
1•U.T-W-1
xDOUIES PIR BU—
�vpRc.x[
—LIER U ante
�uRRLRxE SRCItER USn.0
SOwR(f00tRGC
RN OESCRIPTON I DATE BY
vwrts.s-D•10�]-[• -- o a rR.�rn u„„,.R tD nos vAR,[s.e'-o'ro 11'-B'
END
WALL FRAMING OPTIONN WALL FRAMING OPTION Dq-
T/u/n
ROW PSx fD S<de
RRR 25'-t.A..)055"'WRN —DE
R R00F PANflS D N/A
2 iwi/+Al e"O C R Resp
5 5� LB-S-IBE
Qxn raw rr 1.[sid
1 �LUR1�i Z rR�cro.w�i Pei It 5.r.Nrin.s
o rDrL[P N�sn[t t orYYtw mr
-D LUT
Al-10 EACH SIM*1(2)/10 010 WR-.(1)W10 VCR—E .—I i0 VCR STUD R/(31/10 /10 XRLMS.(+)N10 V[N fuxM x t C wn IRO�ppnt.�.OunRa45 Rw xK.00
sur DRk1PRMB[R LKR SCREK. SELF
() MrL[ OPIARL LRABBCR XMWS. W L xOm r
MIO 3 11)MO EACH rVaG( q M KY.mn w worn R[CpIR[bKrii a
Dot StM [LTF 1 R Ri[NNIFn o IRCeTa N
N __ vat 1k Lxw
LL IIURb rRmRi xrrWr..s.s.P, q.
Q
J 111 EW T.:..eq/1/i
V.11 Vill 1 11
— ,E'.B'-OTO u'-e'er-I L— vM+IS.-0'TO u'-B" —1
F—
END WALL FRAMING OPTION END WALL FRAMING OPTION 0 r az
�O: STATE OF ..;��mz
Q 1i A, FCO RID P .• \�
Matl1 T.BoM is P.E.
Q Florida U—m 164608
,z, FBPR-4 OF 7
tea,' SKID RUNNER SPACING* PSI APPROVAL 2017-11-14
CODE REVIEW UNDER 30' LENGTH
Rmnro..+ewwn mavr..
:names..
SHED WIDTH A B
�s
6'-0"
15" 42" -
m1-1 V--1.
8.—O' 18" 60"
1O—O•• 18 84" 6'_O" 2"x4 CODE INFORMATION
6'-1" TO 11'-8" 2"x6" coW.Esso.
24" 84" > 11'-8" 2"x8
uuwc 1w[
28" 84" mrcwucruw lrwc -
•NOTE: JOISTS CAN BE EITHER y2 S.Y.P. OR 18 GAGE `rE NOTCOM
13'-0" 36.. 4" Cawc, :o.EE
DIMENSIONS MATCH THE WOOD ACTUAL DIMENSIONS AND
or
13'-8- 40" 84" ARE INTERCHANGEABLE a" RM sGEm
E `
•VALUCENTERS OF SKIDS ONLY ES ARE FROM END OF JOIST
i0 -FLOOR SHEATHING SECURED WITH *XOA 13- Gass.xrt Carron
. ,,.GdnucC G.noR
NAIL (OR EQUAL) 0 6-O.C. MAX Roo oMo.00
50'-0" MAX Roar lK ow p em. o.R w e
16 O.C. TYP.
F. LW LO.D
M1R.D W wKle.ftORR,ROW ry.
wDOULLS GER BWlOeL
MICETRDR VSKI
rvPRfirt SR[l1CR ySRD[
SCOW[E001KC fAR p lOR
RE, OESCRIP'fON DATE BY
7/17/17
ok N/A
• LB-S-LBE
0] > r ...r It 4•r.uann
W - . w.c..+..u..
CJ D.w.x[.nRlrsc up
WGDo. .o.or"wawx.s r
J W T
S
w ��'l�• �• \CENSE�''•••��i�
ul
H ?t STATE OF _
P.T SIDE RAIL TO MATCH P.T 4x6 S.Y.P H2 OR (2) P.T 2x6L R�D••'
JOIST
SCHEDULESEE
FORFRAMING
SIZES S.Y P. /J2 SKIDS OPTIONAL R PORCH Q ��*A;;111111110
ONA;„,
[
2 SKID FLOOR FRAMING PLAN o '��-Bx�64608
t 51: FBPR-5 OF 7
PSI APPROVAL 2017-11-14
C04 REWE REVIEW
P M1axl [.bMui.e
t'(ISNDD+w
M"nM/boob;H�1
.YIPJe D2-
sl PE u3eN UVF l�]Dt�".tn
I
CODE INFORIMTION
'1.0" NOTCH coot vCxsox _
FOR EACH JOISTAclwn
wxoc ttx
co,alAunio.naE
IRL AAM[C110N
LAG SCREW OR (2)SIMPSON H-3
iu.awec eEAru a aaRts
(OR EQUAL) AT EACH CROSSING psx w.p sE�
E—RE r.-imyn
12" LAP SPLICE FASTENED WITH (6)A"x4" E uo
JOIST TO SKID
LAG SCREWS ON INSIDE. (3)j"x4" LAG �m»ccEKw Dle
SCREWS ON OUTSIDE (9 TOTAL)
NDDE uQ tb mlR w xm r°Rf A.O
CONNECTION l° a
..Dmfs M axwrc
uIKGK PR01[Rq"IIS:Y.0
7 7 )) uR9Cu[s.nl[c uS.aE
SpMIE EDD1K[ pe pn w lm
------_--- -
REV DESCRWTON DATE I BY
WALL SHEATHING
ae..
2/12/1]
x. N/A
3.5" 20GA. STEEL B-S-tBE
N2 SOLE PLATE SECURED FLOOR SHEATHING
WITH �%4" LAG w "' .E.e.�°""'.'o•,
6 SCREWS 016"O.C. FLOOR JOIST >
1 w
ivovi
O
r ---------------------
SENCO K28 (OR EQUAL) NAILS, TWO a _
ROWS 1.5" FROM THE EDGE, 0 12" L
O.C., STAGGER ROWS 6". ------ -----------------
3"x6" SPLICE PLATE FASTENED WITH 2X BLOCKING BETWEEN SKIDS AT 0-
e w
2"x4" BLOCKING BETWEEN SKIDS
(5)—SENCO K28 (OR EQUAL) NAILS UNDER DOUBLE END JOIST BOTH ENDS SECURED TO END JOIST J `�\\\,W T.��/////
EACH SIDE SECURED WITH (3) 0.120'x3" WITH (3) 0.120'x3" NAILS 012'O.C. %N 1E,,.....»
NAILS 012"O.C. STAGGERED EACH SIDE STAGGERED -i `� %;A, �_1GENgE
(2) 2 "x6 " P.T. SKID WALL TO FLOOR
f-i wztlo
SPLICE SECURING CONNECTION DETAIL J i : STATE OF kf`
o /�1O N A 11`\%���
tY Eb1iMw i. BDlewin P,E.
O iwi0o lkeMa fMfi08
O
-j Sheet: FBPR-6 OF 7
.--.•E�d"'�`r�' ELECTRICAL NOTES:
PSIAPPRE)VAL 2017 11-14
COL)E REVIEW
wPnwws.mr.maP.or,P 1.ALL WIRE TO BE 012 THHN SOLID COPPER WITH GROUND, WIRING PROTECTED BY NEC 2014 EDITION.
r:/RaaPEaP.w
��oaa�>ena.Haas 2.FIXTURE LOCATION AND TYPE MAY VARY
••a•"-• •A�• }.PLASTIC OR METAL "NEW WORK" OUTLET BOXES
•:ii:P°-' i.P;e 4.20A GFCI OUTLETS
5.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 k LED LIGHTS MAY SUBSTITUTE FOR INCANDESCENT LIGHTING
B.ALL OUTLETS TO BE GFCI
CO E INFORM/,TION
9.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. wwurAD
RWLDw hK
cow
WINDOW HEIGHT, LOCATIONTa nrE
PRo-Ecrnw
AND ARE OPTIONAL occov ¢.
D.�PLE,uuBER K SIWKS
GS,C"wD SPEED ,ROW
E.-E
CULL E
.TE PIE-[CD[IRCI[ul •/L�
ELECTRICAL SYMBOL KEY "'�'""`""°"
RAW W
ROW LNC LD•D IW A DOOM rta Lh0
fLOdl D[M ID.D ,OPLL
I 1 /� ILODv LM 1 LlVEI
RECEPTACLE / ;O—WLEPO W W tN P om.RDM
uDWL(5 PER BwlquD
3.5" METAL STUDS7 _RRc E—01 OS DE
RRc.x s�ELTER us.cE
i3
SPACED AT 24" souPRE roma[ 11. OR Lme
240V REV__q
240 RECEPTACLE DESCRIPTON 1 DATE BY
I
THREE WAY7/12/17
SWITCH SEE VARIOUS END WALL SEE VARIOUS END WALL sPPw
FRAMING SECTIONS FOR FRAMING SECTIONS FOR NSA
�j WALL AND DOOR FRAMING WALL AND DOOR FRAMING
CEILING MOUNT �J a-s-LRE
0LIGHT FIXTURE a "" .w
W w i M k
Q \ w.rtP M4va.xP
WALL MOUNT > x
LIGHT FIXTURE
m
REw
LIGHT FIXTURE
un
a
JUNCTION BOXLLJ
X\ ...
\\\N . ...
.:..eq
V\CENSE /Z
WP
OPTIONAL ELECTRIC TO EACH UNIT
WILL BE FIELD CONNECTED FROM •
EXISTING POWER SOURCE Q
w .. : STATE OF
•
50'-0" MAXIMUM BUILDING LENGTHJ //SS ••`••••••••••••"•••G\\
NOTE: ALL ELECTRICAL EQUIPMENT SHOWN IS OPTIONAL AND LOCATIONS MAY VARY F- EE,EEN„T.SGM,Rr P.E.
U FI.WO L..Dae 64608
..
ww
--t: FBPR-7 OF 7