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CEIVED
October 31,2019
Wayne Hartley 2 0 AN
Robin Builders,Inc-Ga Permitting
552 S.state st County,,
LYONS,GA
RE: Manufacturer Certification, ID MFT-12802; Expiration Date: October 31,2022
Dear Wayne Bartley
It is my pleasure to inform you that Robin Builders,Inc-Ga,located at 552 S.State St., Lyons,
GA 30436, has been approved under the Manufactured Buildings Program,as provided for
under Chapter 553,Part I, Florida Statutes,to manufacture Storage Sheds,Manufactured
Buildings for Installation In Florida.
Construction or modification on a manufactured'buliding 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 quailty 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 pians 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 vialm 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 flaridabulldLgq ora)for online renewal.If you have questions
you may contact Robert Lorenzo at-85Q-71:7-1835 or our FAX at 850-414-8436.
Please visit our website at www.florl abuildlna.Q to see valuable Information on the Florida
Manufactured Buildings Program.A copy of this letter must accompany appllcations for local
UJbuilding permits.
Sincerely,
Robert Lorenzo
Manufactured Buildings Program
ccrTop Line Engineering,LLC
Intertek-PS1 Tel+1407 304 5560
1748 334 Street Fax+1407$04 5$61
Orlando,FL 92839 Intertek.conl/builcling
'q,
V
January 15,201.8
Mr.Thomas Campbell
Florida Department of Business and Professional Regulation
Manufactured Building Program
1940 North Monroe Street
Suite 90A
Tallahassee,Florida 32399-0772
RE: Plan Approval. Residential Lawn Storage Shed
Manufacturer: Robin Guilders,Inc.(Lyons,GA)
Agency Plan Number., ROBIN GA FOCR2017
Dear Mr. Campbell:
Professional SeNice Industries Inc,,an Intertek company("Intertek-P-q"),part of Intertek'Building Science
Solutions,in pursuant to the requiremen-tsof the Florida Department of Business and Professional Regulations,
the above referenced documents have been reviewed for compliance with:
2"7 Florida Building Code,61h Hition
2014 NEC
Asigned 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 bya 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 raze.
Yours sincerely,
Professional Service Industries,Inc.
.7
VkctorC. Martin,PE#$2379 R711chard Olds,FL S I- S 5
Department Manager Modular Plans Examiner
Building Science Solutions Building Science Solutions
CC.Wayne Hartley-Robin Builders, Inc.(Lyons,GA)-wdhrobin@bellsouth,com
itl Intertek is a beand name representing the Intertek Group plc legal.entitiesi including but not limited to,intertek
Testing Services NA Inc.,Professional Service industries,Inc,("INTERTEK-PSI"),Architectural Testing Inc.j"INTERTEK-
ATI"),and MT Group Inc.("INTERTEK-Mr).
v4w.Intertek.com/building Cin)
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ROR 92 O GA.2.6"X4'MITEKCONNECTUR PLATER l i j� C z I
3.s OR EQUAL EA SIDE OF CONNECTION
MN SPANS 22.` Fes' �' 12 , . _ 2Y4#9 9YP BOTTCMCHORDSAN d
FASTENING &.730"%�" t:•-13D"x3" 2•--13D'x3" I 10'WIIIE&11'b'"WIDEOI'II_Y
� NAIL EA END AL49L5PaENDRAIL FAEND y ---_--
��� w t '1-DOuBLETOPPLATE CONT.WOVER 2X4 � m
SIMP30N H2OR ELIU.V. y}
EACH RAFTER TONNSTUD i"� 2X4#1 3YP 115 1,RAFTERS "......,.:...
CONNECTION WIB-t1Er1.26' a MItd9PACIN42•t' Ho
SCREWS PER ANCHOR � SY �e��AT�aa'gNC.
412. '526-3266
SIDING:SCs-NOTC#14--
4W.PURLIN
>>1111 il:Jtl�i2-3"x 61q20 NAILS
t If2"Y.13"28 GA.C1ALV.STEEL PLATE rz
PEEL CONNECtiON
GAN.HNEL OARN
tl d�i�� rACFtSTUDTOFLA0RCOPJNECTICr3 m PAINING BETAIiS
c •tpc-F7.- _v ! V1�13H(&)1.Tcb"X.911,"NA1L8(IYY.) - ?6X401SYPBOTTOMPLATE
� ':"'� 180.FB9t73 •M r _._ -
DOUSLE PT 2X6 SKIDS
4f'1 Ff 07 3,= N036 Fv ^n-SKIDS UNDER 13'8"WIDE FLOORS ONLY
I "I IiO 2017 '
6" MAX.-....- - -- '"92-20-17 5 of G
pSIAPPROVA1.lU1riU1-tb N.T.S.
r LYWQGD FLUGRihG•t Jl r 2.4 DASEPLAiI- _ _
FLOG,- JOIST- �\ I -2x-ICG) f 7 P.(M JOIST FLOOR JOIST C,EIvER faL N❑ �E121
I.INI.r'1.A-1611 WASHER 3/d' PLYWOOD FLGGRING
-- t '� I BUILDii Iri ANCHORS INTO EARTH S14ALL BE
t---I/2'X4• CALV LAG B17L'T '+° S• w
—2x4• BASEPLATE MOBILE HONE TYPE 1/c SINGLE HELIX EYE c
+" ANCHOR AT7'Ar.HED TO BUILDING
t ANCHORS BY H7ME PRIDE OG FDUAL WITH ! :c o
WI7I.1 1/2`x+1' GALV LAG BLLT < MINIMUM EMBLDMLNI iIr' t'1' AND 1
IHFiL1L'L•H WASHER, THEN EvE Dt •`\ //'Axaf Hi PT RIM .111f..7 AVF_RAGF HOLDING POVIFR OF 4,000trcq
r 1 ANCHOR, THEN RIM. JOIST S `� / 2. BUILDING ANCHORS IN'10 CUI•JCKF_TE 1/?'
D4FG END ur FIGOR IOISTtdEDGE ANCHORS WITH MIN 3' EMBEDMENT
cj
�\ i I(l}•%lr_d�PLATED•1 WASHER 3. ANCHURING SYSfZM IIIGRUUND PLR LOCAL d
UHAD= BIITL'uINFi CODE. I.00ATF AAICHrIRS PFR o
fU r1/2'X4'13ALV LAG BULI SPACING RE'DUIREMENTJ SHOWN WITHIN J w•
4. ANCHORING SYSTEM TO CONCP.ETE SLAB PER I �o
PIER SPACING LOCAL BUILDING CODE. LOCATE A14CH13RS PER
REQUIREMENTS SAME SPACING REQUIP.EMENTS SHOWN WITHIN -• J
AS AMCttIOR SPACING ` I/2' EYE AUGER ANCHOR 69TH C.NrKnR FTTAr.HF0 TQ BUILDING :r. FNII PATI SPACThIO IS FNO 11F Blffl B7M1i TTI j
ReC LRLtiEN7S E 4' SINGLC HELIX.& NIM. WITH I/2'x4' GALV LAG BOLT CENTER OF ENI' PAD ac?
EAIBEDMEHT LF 24'. LOCATE THROUGH WASHER,THEN EYE OF G, PAD SPACING OTHER THAN CND TADS IS 4:Jzs�
a ANCHORS ONLY ALONG LONG ANCHOR,THEN RIM JOIST 6 CEIJTEk TO CENTER °'��a
DE GF BUILDING. END ANCHORS iilaEMENT A14D SAND NIX� .aa
Ll1rm 2'OF EACH Eh71, THEN I INTO MD OF FLOOR JOIST 7. BASE GF EACH HAD TU BE S'xi6'x4' SOLID i
8' MAX AIVL7:;.R SPACING GRADE 8 HOLLOW OR SOLID rCOt•CRETE BLOCKS MAY
BE DRY-STACKL•"D LIN PADS FUR HILH SrTS
1/c^' VIE AUGER ANCHUP. Vr2T1i UP TO 48' WITHOUT REINFORCING jG r
5 H'.D WITH ATTACHED S I�r I II S 4' SINGLE 11CL'IX 8 MIN. `Z ANCHOR SHAL'1NG IS BASED OR ASCE 7-10 � E
END VIEW FMEEDMENT OF 2•e'. LOCATE FIISK CATEGORY T BUILDING EXPOSURE B u � � r
AN ;IORS ONLY ALONG LUNG 16(1 M.P.H. C3 SEC GUST) EXPOSURE C �,-
'— i SIDE OF BUILDING.END ANCHORS 2017 FLORIDA BUILDING CODE 6th !_81714N
SCALD DLT.$ I Wl1H1N llF EACH CNII, IHLN 10. MAXIMUM INTERIOR SIDI_WALL HEIGH'1 OF trj M �n
;� 8' HA] ANCHOR SPACING BUILDING IS 8'0' INSIDE WALL HEIGHT
It. MA'/,IH1UM WIDTH OF FLOOR IS 13'L; WIDE N o 0
12. MAXIMUM LENGIH OF FLOOR IS 50' LONL y 0(n 1 t- 09
I'L PiFR ,PArTNG RFOI11RrMrNT, SAMZ zofF AS
AUGER ANCHOR SPACING REQUIREMENTS in .0;; c r
�J yOt3
ANCHOR ATTACHMENT_DETAIL IfitY f�Cll. � 1pu qL3
'SCALE. N.T.S.
FOUNOX110111 AN yOSiINI3 T NF:DI-TWN EIYSTFIYT
2x4 DASc LA-T:-:- i CL' 1/,''.' ZINC PLATED NUT 7'O Ba SITE DESIGNED ANO LOCALLY .••+^'•+.:?���*^^*�•:n• I
PERMITTED
3/4' PLYkIL1G `�I —<ll 2'.2x1.,8' ZINC PLATED WASHER .:?•a�„�,.: - --••- -
-2G GAUGE 0-90 GALV rFin:AevnwrtldvNotds "�/'•
_ --?•c4Cb)P1 RIN JUISS ST£g LS'W X
1/2' Y/EIDE APICHUR W1TH U-SH�i''cD BRACKET IaoslmNwa
J i/2' x 12' EYEBOLT 2' MIN ENSCSMENT If-ITO / 3TTA.CHED TO EACH c.acnnnahs;m•-ra -""""'
�� II SOLID CONCRETE SLAD stun a FAs1LNEn W/ lS3kKvuemG
,r••--
EYE DOLT ATTACHED TO ANCJ:GP. WITH THROUGH 2x4 WALLPLATE <l A)- OLS9 x 125' Dep,ntia+twmazer:•ratort.mrrGn,:a 1�N1BiN all CFNS INC.
t--- a 2r.4 P'( BOTTOM PLATE. RING SHANK GALV 1JAILS FLl'G s7.ir9,MPCP41W7 55'j 8. S7'AIf S'T.
WASH'
ASZP D11.T.{^c) 2'.2'x3/0' SPACING OF ANCHORS TG , LYQ S,t:A.3 436
— GR WASTieit,(I)L"c' LN NUf BE MAX A' AI.ON5 ALL --2n1 BASEPLA7E Ls�uMz4� (512 548-3268
'�—A-24 SIMPSON Ccr EQUAL) FOUR WALLS WITH I
141N 4'15'.,=„r.;�2=a->:'.%•=...•. t ANCHOR WI-MI14 V OF iitill�r
+_.,•_y., 8701: UPLIFT WITH I/t' dEDGC EMBEFACIi Cr1RNF'R.
A
NCHOR MIN 3' IIPIF_NI. ��-2'x4' P.T. BASE ����••+z it` ,�
Lr2ATE ANCPJI4S ONLY AI.(1M, 'r+�'••.••ti..? �i ��
CGMCRETC SLAD Df LONG SIDE OF BUILDING. ENB 7' '-_L '.r, ��.ONCRETE SLAB DY .X34. V 1ua�•., +,.J
{ OTHERS LOCAL CODE
OTHERS LOCAL CODE AACHDRS WIIHIN 2' OF FAt:H AQN 4”•.'.t•;).'•.A+ `,p ? ;a�
r:N11 JU.Rlr0ICIIDN END,THEN 3' MAX SPACING 1, ._
AND JURISDICTL'311 TIE DOWN OETAIL5
APPI_Y APPI Y _yy 1 Nam
4/!2/20 .3= l
SHED ATTACHED SKIDS S;IED WITHOUT ELTJDt<' � `. 13 r "ft Dowty
ANCHORED TO CONCRETE
rN� VTrLJ ANCNLRED T❑ CLIPJCREI'E /,, �t�ia �' _ a of D
-END VIEW �eT.�•Gm !7-0N) ' "A5 NOTED
SCALE, PLT."... SCALE.ALTS. C/
PSI APPROVAL 2018-01.16
.I 'ur •
USE 1/2"DIA.RED HEADS
035 GALV.STRAP OF 4750#CAPACITY OR EQUAL @ 2'FRM EACH END&@ 8'-0"O.C.(MAX) c« ww
PATIO ANCHOR MICS-2
OR APPROVED EQUAL
STRAP 1S THREADED W/21/4"MIN EMBEDMENT 035 GALV.STRAP OF 4750#CAPACITY 0 �0
THROUGH SLOTTED BOLT IN 2500 PSI CONCRETE
&AS THE BOLT IS TIGHTENED, I
THE STRAP WINDS AROUND I
THE BOLT SHANK cq
.J
J
3
oW
DOUBLE PT 2X6 SKID j
a
a a s �� a_�• z o c
3 1/2"CONCIQETE SLAB.
xxd <Z
DOUBLE PT 2X6 SKID3-0
..iN^jJ 4�:2•n i�.f�I:�r:'rte-: ZpO..
CONCRETE SLAB BY OTHERS g a
O }sf' :<;•. LOCAL CODE AND JURISDICTION APPLYIZas
4'�X W X 16"CONCRETE BLOCK GENERAL NOTE S
BLOCKS&TIE DOWN ANCHORS SPACED 2' j y'm
FROM EACH END,THEN ON MAX.8'CENTERS.
TIE DOWN ANCHOR: 6/13"X 30"TWIN 4"HELIX(#30DHC2)OR 1.BUILDING ANCHORS 1 O EARTH SHALL BE o M co
MODEL MRA(#24DA01)OR EQUOR AL FOR ROUAL FOR CK 5/8" 30"TWIN 4 HELIX OR§18"x 24"SINGLE �, o N
6"HELIX OR EQUAL FOR SO WITH AVERAGE m to I
HOLDING POWER OF 4 000 Q
cn
3.BUILDINGl EMBEDMENT
NCHORS INTO CONCRETE SHALL2 E 0 w 0 W
TIE DOWN T O G R O U N D = 1/2"WEDGE ANCHORS WITH MINIMUM 3" v;y o>
SCALE:2"=T EMBEDMENT h Z N U.
4.LOCATE ANCHORS PER SPACING REQUIREMENTS Nom
z o
SHOWN HEREIN >q M} 0..° z
6.CONCRETE SLAB CONSTRUCTED TO LOCAL 1 0 3
BUILDING CODE ti 0 v
6.END PAD SPAC NG IS END OF BUILDING TO '�
CENTER OF EN�PAD c m a 3 a
7.70 CENTER G OTHER THAN END IS CENTER n v p
TIE DOWN T O SLA 8.BASE OF EACH PAD TO BE 8"x 16")x 4"SOLID CONCRETE 0 0�
C = 9.HOOLLOWCOR SOLID AND
BXCRDETMEXBLOCKS MAY BE 00.4m p¢
DFQTAGKTED ON PADS FOR HIGH SETS UP TO
48"W�IITTpHOUT REINFO��ggRCING p
2X4 SYPKD STUD 24"OC 10RIISK CATEGORY 1 8UI DING EXPOSUR7-10
B 0 FOR
1/2"EXPANSION BOLT 48"0 C 160 M.P.H.f3 SEC GUST)2017 FLORIDA BUILDING
2 1/4"EMBED WITH 2"X1/8"ROUND WASHER CODE 8th EDITION
11.MAXIMUN INTERIOR SIDEWALL HEIGHT OF BUILDING
IS 90"INSIDE WALL HEIGHT ROBIN BUILDERS,INC.
ST.
TE
12. IMUM WIDTH OF FLOOR IS 13'6"
2X4 PT BOTTOM PLATE 13. IMUM LENGTH OF FLOOR IS 50' LYONS.552 S.STAAEGA ST.
436
14.PIER SPACING REQUIREMENTS SAME AS AUGER 912526-3266
ANCHOR SPACING REQUIREMENTS
CONCRETE SLAB
TIE DOWN DETAILS
NOTE-WI HB(3 BOTTOM
X 122D NAILS AND WITH 1112TWSDE DS
STUD TO BOTTOM PLATE CONNECTION.
(14)1 1/4"X.105 NAILS PER STRAP. °°�FBC 201
A/�/I +
°"1-1-20191 OF 1TIE DOWN WITHOUT FLOOR /'y AS NOTEDSCALE:1"=1' lZ7