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Regulation
KO L1100,SOOMI8E'
September 03,2016 RECEIVED
Lewis Hartley
Robin Builders,Inc.-FL
Post Office Box 1067, 14915 Hwy 27 S. PERMITTING
Lake Wales,FL 33859 St. Lucie County, FL
RE: Manufacturer Certification, ID MFT-55;Expiration Date:August 23,2019
Dear Lewis Hartley
It Is my pleasure to Inform you that Robin Builders,Inc.-FL,located at PO Box 1067,14915 US
27 S.,Lake Wales, FL 33859,has been approved under the Manufactured Buildings Program,as
provided for under Chapter 553,Part 1, Florida Statutes,to manufacture 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(_w_wwfladdabWJdLng_oLq)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.5ondabuilding.org to see valuable information on the Florida
Manufactured Buildings Program.A copy of this letter must accompany applications for local
building permits.
Sincerely,
9
Robert Lorenzo
Manufactured Buildings Program
cc:Professional Service Industries
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GENERAL N,O'TES:. . Q
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1:THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE 2014 FBC,51h Edition,2011 NEC, 12.ALL WIRE SHALL'13E'412 THHN SOLID COPPER WITH GROUND.WIRING U s a
I•: 2014 Flodda Fire Prwentlon Code and ASCE 7-10 FOR 160 MPH WIND VELOCITY(3 SECOND GUST), PROTECTED PER NEC 2008 ED,FIXTURE LOCATIONS S TYPE MAY VARY.
EXPOSURE C FOR PARTIALLY ENCLOSED BUILDINGS {
2.ALL MATERIALS AND LABOR SHALL BE IN ACCORDANCE WITH THE ABOVE CODE AND 13.ALUMINUM WINDOWS-TYPE.SIZE QUANTITY AND LOCATION MAY VARY.
ALL OTHER APPLICABLE CODES. t+ e
14.OPTIONAL EXTERIOR WALL COVERINGS INCLUDE CORRUGATED.ALUMINUM, a'. 1 •,i
3,BUILDING CLASSIFIED AS RESIDENTIAL LAWN STORAGE.501125 PSF FLOOR LOAD. MESA ALUMINUM,4"LAP ALUMINUM 618'.PT T-171.SIDING VINVI:SIDING 95" m
NOT FOR HABITATION. WITH ENERGY BRACE BACKER:FIBER-CEMENT PANEL&.�STO"STUCCO ON M p1mj`
6/81 DENSE GLASS GOLD OR SUNTUFF.:ROOF COVERINGS INCLUDE ALUMINUM W aro:m
OR SHINGLE ROOF OVER 5/6"PLYWOOD WITH 2 LAYERS OF 15 LB,FELT OR O :v
4.WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. �., '
PERMATILE OVER 7116'OSB AND 15 LB.FELT.
,
5.OUTSIDE OVERALL DIMENSIONS CAN VARY BETWEEN LIMITS AS SHOWN,BUT MEMBER 15.USE 7/16'X 1314"16 GA.STAPLE FOR ALL CONNECTIONS BETWEEN WOOD 2 E :m;49 D w
SPACING SHALL NQT EXCEED LIMITS AS INDICATED',,, . SIDING/ROOF AND FRAME, i ti J]N 9>. -
. .:,e ALL LUMBER TO BE.1#2 SYPKO 16.314"PLV WOOD FLOORING SURFACE NAILED WITH 3"X•:120 NAIL SPACED 6"OC �_ -?'}CL
,7.ALL WOODiWILHIN.fl".,OF GRADE.OR"IN,CONTACT.WITH MASONRY SHALL BE.TREA D... 1EDGE/10""OC FIELD. g
N¢v k P
.FOR GROUND;CONTACT'W/GALV.FASTENERS I �
17.FOUNDATION,FOOTING AND ANCHORING OF UNIT WILL.BE THE OWNER'S Z' 4 a j i
RESPONSIBILITY.TO CHECK WITH LOCAL CODE AUTHORITY TO VERIFY'SPECIFIC
•8:TRUSS DE6IGNED TO SUPPORT D.L.+L.L.=35 PSF REQUIREMENTS AFFECTING:THE INSTALLATION;SETUP AND UTILITY qZ u r;1
CONNECTIONS T.OTHIS BUILDING:THE.PURCHASER ASSUMES:ALL ,'a
I.9.ALL ALUMINUM SIDING/ROOFING TO BE 3004 ALLOY CONFORMING TO ASTM 8-209.- RRE EQUPREMENTS FOR THIS STRUCTURE H LOCAL.COUNTY OR MUNICIPAL CODE
32,000 MINIMUM YIELD STRENGTH. ,
'10.USE$8 X,3/4"TYPE A SHEET METAL SCREW FOR ALL CONNECTIONS BETWEEN 1S.,ROOF DRAINAGE Pq 4 8 R903.4 r _
'ALUMINUM LAR SIDING AND FRAME.USE 98 X 1"WITH 112°ALUM.BACK NEOPRENE - 1�`�I 1 J 9I/
'SPASC AEio A3 FOLLOWS.CONNECTIONS 13ETWEEN ROOF AND FRAME. ``\t,• R � �1/� STRUCTURAL LOAO�LIMITATIONS
'ROOF/SIDING'-'PERIPHERAL^MEMSER9 2.'112"OC \� tQ^""ti•.��' ��
' ROOFISIDING-INTERIOR MEMBERS 5"OC tib, ''` (b •"•.+��/' FLOOR LIVE LOAD:
SIDING-12.00 BOTTOM PERIMETER.. `°b f �,.� '��C• ••.�Jp�� A 50/125 PSF ROBIN 11o�67R5, INC.
° `^• f ROOF LN[ LOAD:— y.E'I�ALES' FL 33859 ,'
11.DOOR SHALL BE 1`.X 1"STEEL TUBE FRAME WITH AN ALUMINUM � (j o:32186 r A 30 PSF l6 31 3B-{2s4
\ PANEL INSERT.ALUMINUM TRIM AND ALUMINUM PIANO HINGE ATTACHED WITH .— ROOF SNOW LOAD:
- ALUMINUM RIVETS.DOOR'ATTACHED•TO VERTICAL 2X4.,OATIONAL DOORS INCLUDE r
NOT APPLICABLE
-•DOUBLE ALUMINUM'DOORS.GARAGE OGORS.lAND'PREHUNG'STEEL DOORS'TYPE, "• a: n n WIND LOAD: + :SUBUR6AN, STUCCO
t 400 SQ�FEET PER 1008,1,1(8)8 R311,2 ,IL( �
SIZE.OUANTITY.AND LOCATION MAY VARYc DOOR HEIGHT<_ y : A.ULTIMATE 160 MPH NOMINAL M
•''r - '' �' �, n .: •— .. � 124 PN gFLOH101AN,�PINEY
atm,.7/+IlpinuNlfk+ .mt: STATE OF. .. m B.RISK CI1tEGONY 1 BARN, GREENHOUSE
..y° 1/BUFId(hn' /.r '�. 'N•�{A� Q C WINO-D50SURE CATEGORY � CLASSIC, RUFFY
:M+dvrRe /Q-a:• '`p 95 IN1ERtJW..PRESSURE
.:;„ /0 t •-`� D.GCFI-+—.
AMERICANA, STEEL
CODE REVIEW •.
/.'.4S II'"� ..• �`y��� E.+39.8,—42.9 PSF"DOOR$
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s a '.. NOT WIDEUNITS" to m q3g 1§
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' ..FT 2X4(6)FLOOR JO,(STS 24900 r 5/8'X 24"G"HELIX(OR'EOUALI ANCHOR FOR SOIL46
.. PT 2X46)RAIL MODELMRA(i124DACI)OFt'EC}UALFOR'ROCK ", x
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SOLID CONCRETE SPACED 2'FROMKS Q J i. •'
N.T.S. EACH END,THE14 MAX.8'CENTERS. 1
314'0 R 518"SF PLYWOOD
TUAwq�tall
CODE REVIEW -
ProfOSSIFn0150Nim 1ntfuSb/0Y _ wusm _ '
FLOOR JOISTS AT 24-OC WILL SUPPORT 50 PSF LIVE 8 DEAD LOAp 7>ae N„a sn"al '9a.: '—' '•."-'' "
2X4(6)PT FLOOR JOIST " FLOOR LOADING. OdN do,Flu7/uu 31979
PNnH 1 9Wn�( WOIIam--y.91 p
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C 26 GA.GALV q�.}GCE pLp,TE UNIT WIDTH 6' 8' 10' 12' 13,9` FL MI-79,SMI 6 '( 9
6.3'X.120 NAILS PER PLAT
Vic. FLOOR JOIST 2%4 2X/, 2X6 2X6 2X6
2X4 PT-HEADER SUBURBAN, STUCCO
.. ;;.y... -' PT DOUBLE 2X6 SKIDS, - -• ^"A" 16` 18" IB' 20.5" 40.5• _ F,LORIOIAPINEY`
`6" 40` 60• ac- ea- 04" BARN, GREENHOUSE . !
`
CLAS`C OF " '
NOTE:VOUBLE 2X6 SKIDS CADDIED 1,e6"DEEP TO EdE1VE AMERICANA, St EEL`
FLOOR JOISTS.(4)3"'X.120 NA LS Al'EACH : FOP 12S PSF FLOOR LOAD;16'OC OR 7.4-OC FLOOR JOIST,S®CL
CONNECTION. g�J ED SO LONG AS DI1�EMION`B'15 DIVIDED EOVALLY� �
WITH p CENTER SKID ANO AN EXTRA SKID IS PLACED UNDER EACH ~2010 SW
OUTSIDE WN1. t
FLOOR DETAILaA 2 2 a
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2X45TUDS`• *s �... -. �v ` m. 3 u� 1
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;; (6,125'X.105 NAILS(TYP.) —� ., SW
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END WALL FRMNG
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ROOFING SEE NOTE if74. rvmm
OPTl.OhlAL- S.L9P.E--.ROOF.—;F—G2;4N-1�P1F�- T---..._------------ �'_ ( w
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NOTE: THISNON STRUCTURAL FRAMING J ,,,���lgfl mug lan
OPTIONAL STEEL STUD DETAIL DETAILrOVER RY.FLORIDIAN ild
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H.T.S. HAS OPTIONAL MANSARD. 7
MAX.OVERHAt IG 15 6'. CODE REVIEW _
ProI"ssla,wl Sa.Jly L,Wslrtns '
TYPICAL WIN.FRAry11NG
NON LOAD BEARING AREAAVER}]OOR � ROBIIq•BUILDERS,INC.
I •2X4 70P PLATE rF... 2X4.112 STUDS Pnmlgo,Fmdeu 4ra:+v rv. :0 80X'1067 4 I ,1,
_- 24"O.C: P:nnHnrn«+nwun'm e.l+.n AK•�WAL 5 FL.33059
2X4112SYPSTUDS Icc Psiaswo pL [ EE
— 24'0.C. LAeuaaaau IIQ I:(863)678-12�L
' PL 3NL>9,9NPGl
1 X4 PURUN DAOOED - .. FLOORING.SEE NOTE 1176
1 ADOE IN INTO STUDS +. SUBURBAN, STUCCO
DAOOED INTO
STUDS _�/ - BARN,
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MAX. 99" SIDRIG:SEE NOTE 1114 BAflN,,GREENHOUSE
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- STEEL'FRAME
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6^ .�2X4 STUDS&RAFTERS 24'O.C.
(3),3,"X.120 NAILS. _
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i
92"' MAX. F ROBIN BUILDERS,INC.
... ,' '."'. - 1.. ..... LP,O B�OWAOEB FL.J3859 .L.
1X4 PURLIN MAX.6PA (N�IOR WA d��ING p(B63)630-IZ�4
(3)7116•X 1 3/4" E
1,1l2'X 10-N GA.GALV.STEEL;PLATE
STAPLES PER CONNECTION
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PSI APPROVAL 2015-06-23
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USE 1/2"DIA.RED HEADS A
U-
(9)2'FRM EACH END&@ 8'-0"O.C:(MAX) a.,.r„erg
PATIO.ANCHOR MICS-2 D1 l��
OR APPROVED EQUAL V '
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IN 2500 PSI CONCRETE 035 GALV.STRAP OF 47504 CAPACITY N m
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AS THE BOLT IS TIGHTENED, x
THE STRAP WINDS AROUND Q DOUBLE PT 2X8•SKID rw-
THE BOLT SHANK. a < p a
a a ate_ 0 0
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g N%dular d�N3Ldtt�g Plasma Exral I4111i r Floaddp C 1[110 260 �: mz m w o
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m 2X4 PT BOTTOM PLATE
3 1/2"9014CR&6
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da OR FIBERMESH LAKE WALES,FL 3385
. w FLOOR JOISTS AT 24'OC WILL SUPPORT'5'0 PSF LIVE:B DEAD LOAD ZO., - d (863)638-1294
m
FLOOR.LOADING.
e (3)#5 RODS(MIN.3"CONCRETE;C.OVER),
UNIT WIDTH 6' 8' 10' 12' ••I3":9' SUBURBAN, STUCCO
FLORIDIAN,•PINEY
FLOOR JOIST 2X4 2X4 2X6 2X6 2X6 NOTE:BOTTOM PLATE IS ATTACNEDITO`.$Tl7q'S . BARN, GREENHOUSE
WITH(2)3"X.120 NAILS 8 WITF911tr1/2'ir•::.., CLASSIC, RUFFY
'A' 16' 181 18" 28-5" 40.5• X•14"26 GA.GALV."U•STRAP.:pp.6�T'�ACH<.•t:.
STUD TO BOTTOM PLATE•Cp NEQT.ION:,;,:. AMERICANA, STEEL
'9- 40' 60' 84• 111. •• . 04' I (10)1 1/4"X.105 NAILS PER.STR�AP.F.'!—";''
•- —1?"— NO"U"STRAP ON STEEL/GREENHOUSE::
m ""2010.SW .r
$ FOR 125 PSF FLOOR LOAD 16'OC OR 24r•-OC:FL'OORdpIS.TS CAN 3-15-201 5 of 5
BE USED SO LONG AS DIMENSION'B'-IS>DIVIDED6EQUA,L,WO 42'
WITH A CENTER SKID AND AN EXTRA'SKID"IS TL4,C- AS NOTED
Q,(11NPER EACH _
OUTSIDE WALL. TIE DOWN WITH O O T F-LO-04"'R'
= s+oi t:�tis 1" ..��-• SCALE•