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Kerr Lawson,Secretary gick Scott,Goy:ernor
May 22, 2015
Lewis Hartley
Robin Builders,Inc. -FL
Post Office Box 1067, 14915 Hwy 27 S.
Lake Wales, FL 33859
RE: Manufacturer Certification, ID MFT-55; Expiration Date: October 02, 2016
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 I, 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 BCIS (www.floridabuild inq 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 website at www.floridabuilding.orc to see valuable information on the Florida
Manufactured Buildings Program.A copy of this letter must accompany applications for local
building permits.
Sincerely,
Robert Lorenzo
Manufactured Buildings Program
cc:Professional Service Industries
Plan Nq.
Modular RuRdlo>sg Flares Era>mfnw Morida berdi4cROe}
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GENERAL _ g Q a
NOTES j o L )
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1.THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE 2010 FLORIDA BDG. g o a.
CODE-R AND ASCE 7 FOR 160 MPH ULTIMATE WIND SPEED,(3 SECOND GUST) 12.ALL-WIRE SHALL'BE#12 THHN SLID COPPER WITH GROUND.WIRING E d a
EXPOSURE B FOR PARTIALLY ENCLOSED BUILDINGS. PROTECTED PER NEC'2008 ED.F[ TUBE LOCATIONS&TYPE MAY VARY. s
It
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. >N^o I
,'ii V
3.BUILDING CLASSIFIED AS RESIDENTIAL LAWN STORAGE.50/125 PSF FLOOR LOAD. 14.OP fIONAl1EXTERIOR WALL C UERINGS INCLUDE CORRUGATED ALUMINUM, T
NOT FOR HABITATION. MESA ALUM.NUM,'4"LAP ALUMf M,5/8"PT T-1�II1 SIDING,VINYL SIDING w i
WITH EMER Y BRACE BACKER; 1 ER CEMENT PANEL &"STO"STUCCO ON W oM
5/W:DENSE GLASS'GOLD OR SU UFF.ROOF COVERINGS INCLUDE ALUMINUM W aro m !. '
4.WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. OR SHINGLE ROOF OVER 5/8"P t WOOD WITH 2LAYERS OF 15 LB.FELT OR ti o v }
PERMATILE OVER 7/16.OSB AN !i 5.LB.FELT. v o LL o v
v
5.OUTSIDE OVERALL DIMENSIONS CAN VARY BETWEEN LIMITS AS SHOWN,BUT MEMBER I't W ¢ I wa o
LL SPACING SHALL.NOT EXCEED LIMITS.AS INDICATED. 15.USE.7/16"X 1 3/4"16 GA.STAPL,� FOR ALL CONNECTIONS BETWEEN WOOD zz o w
SIDING/ROOF AND'FRAME: mw M
o w
G,ALL LUMBER TO BE#2 SYPKD � � �
16.3/4"PLYWOOD FLOORING SURI'f,I CE NAILED WITH 3"X.120 NAIL SPACED 6"OC �_"t o z
EDGE/10"OC FIELD. f z N z I=}o
0 7.ALL WOOD WITHIN 8"OF GRADE OR IN CONTACT WITH MASONRY SHALL BE TREATED •r� ^�v =z
FOR GROUND CONTACT W/GALV.FASTENERS. 17.FOUNDATION,iFOOTINGAND A` HORING OF UNIT WILL BE THE OWNER'S z a
S RESPONSIBILITY TO CHECK W1Ti LOCAL CODE AUTHORITY TO VERIFY SPECIFIC 3 1n=3
8.TRUSS DESIGNED TO SUPPORT D.L.+L.L.=35 PSF. REQUIREMENT$AFFECTING TH i NSTALLATION'SETUP AND UTILITY q Z T i
CONNECTIONS TO THIS BUILDIN :THE PURCHA�ER ASSUMES ALL o -'
RESPONSIBILITY-FOR COMPLIAI\t E WITH LOCAL,COUNTY OR MUNICIPAL CODE O o a i
a' 9.ALL ALUMINUM SIDING/ROOFING TO BE 3004 ALLOY CONFORMING TO ASTM B-209, REQUIREMENTS FOR THIS STRUR, URE.
m
32,000 MINIMUM YIELD STRENGTH. ;
10.USE#8 X LA TYPE A SHEET METAL SCREW FOR ALL CONNECTIONS BETWEEN 18.ROOF DRAINAGE PER 1503.4&!!I j
ALUMINUM LAP SIDING AND FRAME.USE#8 X E WITH F ALUM.BACK NEOPRENE 1 xa n.w wAo" od:.
WASHER ATTACHED ON CONNECTIONS BETWEEN ROOF AND FRAME.
SPACING AS FOLLOWS: STRUCTURAL LOAD LIMITATIONS 1
I
ROOF SIDING-PERIPHERAL MEMBERS 2 1/2"OC ?� --•.w�
ROOF/SDING-INTERIOR MEMBERS 5"OCD �( FLOOR LIVE LOAD:
'I
SIDING- 12"OC BOTTOM PERIMETER. ROBIN BUILDERS, INO.
. _ A. 50/1.25 PSF p0 BOX 1067
"APPROVE ROOF LIVE LOAD:. IAK�WALES FL 33659
6i 1863 638-{294 j
a 11.DOOR SHALL BE 1"X I"STEEL TUBE FRAME WITH AN ALUMINUM ' A. 70 PSF
PANEL INSERT,ALUMINUM TRIM AND ALUMINUM PIANO HINGE ATTACHED WITH Dlif ROOF SNOW LOAD:
ALUMINUM RIVETS.DOOR ATTACHED TO VERTICAL 2X4.OPTIONAL DOORS INCLUDE Jt,a)(�1 li NOT APPLICABLE
DOUBLE ALUMINUM DOORS,GARAGE DOORS,AND PREHUNG STEEL DOORS.TYPE,. 7,.ri�,J.-;�j°�' '\1���}� WIND'LOAD: SUBURBAN, STUC�O 'I
SIZE,QUANTITY AND LOCATION MAY VARY.DOOR HEIGHT<=400 SQ.FEET PER 1008.1.1(8)&FEET PER 1008.1.1(8)&R311.2. MM! 111
r
.7 A ULTIMATE 180 MPH: NOMINAL 124 MPH FLORIDIAN, PINEY]
B. RISK CATEGORY IBARN, GREENHOUSE
C 'S C. B WIND EXPOSURE CATEGORY CLASSIC, RUFFY ' .I
i J�f„•r._..-----�,.. 'I{ D. GCpi - +7.55 INTERNAL PRESSURE AMERICANA, STEL
k}1 � E. +39.6, -.42.9 PSF DOORS.
I
m !� +49.3, -62.0 WINDOWS "...2010 S
'�-15-12 1 Ofj 5' I
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plan N0. �� S
lt,�:clsalr-'e9 Y,.RwuP'.ecPr,
oa;e a4 l3.3tat({.�Inns ahtu2irne3r Floii Yn C Mgacjoz%-q'i•
_ NO(4:E:ADDITIONAL SKID.PLACED UNDERco
tt EACH OUTSIDE WALL ON 13'9" N O N N
VARIES TO 50' O" ;I WIDE UNITS m W �)
PT 2X4(6)FLOOR JOISTS 24 OC 5/8, :�24"6"HELIX.(OR EQUAL)ANCHOR FOR SOIL M o kn}} j
Z qd N SII
PT 2X4(6)RAIL MOL MRA(#24DACI)OR EQUAL FOR ROCK o
PT DOUBLE 2X6 SKID (3)3"X.120 NAILS 1; 4i
03Sy ALV.STRAP OR CABLE OF 4750#CAPACITY
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PT 2X4 FLOOR JOISTS 24"OC q z
n 10•-14'WIDE UNITS - ' .�' IL
PT 2X6 FLOOR JOISTS 24"OC 2".(OR:1"')X 8"X 16"SOLID CONCRETE BLOCKS q 3 z�O
TYPICAL f=L 0 0 R FRAMING AND Tj DOWN ANCHORS SPACED 2'FROM o u Tri
N.T.S. _ EACH 'ND,THEN MAX.8'CENTERS. L)o a n
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3/4"OR 5/8"SF PLYWOOD
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2X4(6)PT FLOOR JOIST
oo4KBAUL�
/1 h �86 6381294 33859
26 GA.GALV,ANPLATE ?'•�
6-3"X.120 NAILS PER PLAT
n 2X4 PT HEADER j SUBURBAN, STU CO j
PT DOUBLE 2X6 SKIDS :j� FLORIbIAN, PINE•:: �
_ BARN, GREENHOUSE i
a CLASSIC, RUFFYi
NOTE:DOUBLE 2X6 SKIDS DADOED 1.25"DEEP TO ECEIVE .. "' "II AMERICANA, STEL.FLOOR FLOOR JOISTS.(4)3"X.120 NAILS AT EACH
m CONNECTION, .��r'
iEi1 " 2010 SW i
FLOOR DETAIL
�A rl °�-15-12 2 0 5
z N.T.S. NONE {
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1�1aeu No.
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IWmzEulrsi °'d+1 ehw F 1.9 n q Vxam
FRAMING FOR,SUBURBAN,FLORIDIAN,STUCCO,FINEYWOOD BARN AND VIN, 'MODECS
RAFTER SCHEDULE: 2X4 RAFTERS 24"O.C.
a
USE SINGLE RAFTER FOR SPAN<99".
USE DOUBLE 2X4 RAFTER FOR SPAN MAX.144".
(' =DOUBLE TRUSS OVER DOUBLE
j
2X4 STUDS NOTE:GABLE ORIENTATION IS-SYMBOLIC I °aC 3 r
SINCE GABLE CAN BE IN EITHER ;;;{ m 'D N'. 1
DIRECTION. a0 0 'n
20 GA.2.5"'X 4"MITEK CONNECTOR PLATES N o
EACH SIDE OF TRUSS t7 N N Fl)
-� %
TRUSS KINGPOST ON TRUSSES>99"—� 2 _O
2.5 1 ROOFING:SEE NOTE#14 W
1.112"X 5"26 GA.GALV.STEEL PLATECL
.(6)1.25"X.105-NAILS Q
O c
LIGHTX LU"
TRUSS 2X4#2 SYPKD STUDS < ~
LISLE 2X4 AND RAFTERS z o 0
OUT
o o a
SIDING:SEE NOTE 414
QMz >
i w wzp0
(6)3"X.120 NAILS U g ZI a
P �aQa
ER CONNECTION 1 11'2"X 5"26 GA.GALV.STEEL PLATE 1X4 PURLIN 1X4 SYPKD PURLIN
MAX. 12' ,. - tt
(6)1:25"X.105"NAILS(TYP.) 1. S3�APLEX 1 3/4
CONNECTION 0. m V)--o
ROOF FRAMING
2X4(6)FLOOR JOIST i!Y'1 DOUBLE PT 2X6 SKIDS. >
0
N.T.S. + TYPICAL DOOR FRAMING
Base Rail or Top Rail DOUBLE 2X4(8),(8);1:.12 SLOPE X.')3' 9" MAXIMUM DOOR SIZE W Q.M °
3q" ;!: 120"W X 84":Hco
DOUBLE 2X4,MAX.12'SPAN 1, a J o
T END W : LL FRAMING
m 4 #10 Type A Screve N S W i wu,C, .} o 0
a
N I 2X SINGLE 2X4 FOR SPAN<99" o=M z Z
Swaged dimple with DOUBLE 2X4 FOR SPAN<144° ROOFING:SEE NOTE#14 > r Mm > 3
o .118"dia.hole OPTIONAL SLOPE ROOF FRAMING _-jZ W
oN.T.S. .•!j Z r d 3
1 518"x 3 1/2"'.038 Steel Stud
NDI .., q a0�t]
-'.E UOQ
m � y cfi /
OPTIONAL STEEL STUD DETAIL '" NOTE• THIS
E AIL°ryMN,AYVARY�FIO11DIAN" J
������/�� ® HASNO.OVERHANG."BN" M•��n•W.
N.T.S. DOCUMENT MAX.°OVERHANG IS6pR� m
TYPICAL WIN.FRAMING 1Y 1 'I
NON LOAD BEARING AREA OVER DOOR ROBIN BUILDERS,INC
N 2X4 TOP PLATE 2X4#2 STUDS i1 LSE WALES FL. 33859
24"O.C. 2X4;92 SYP STUDS '
24"0.C.
(863) 638-124
1X4 PURLIN DADOEDi.'t� FLOORING:SEE NOTE#16IX4 PURLIN 7711
DADOED INTO INTO STUDS '•'.IT SUBURBAN, STUC�0:
STUDS # FLORIDIAN, PINEY!
MAX. 99" SIDING:SEENOTE#',4,. BARN, GREENHOUOE'
STEEL FRAME
m' DOUBLE 2X 2X4(6)FLOOR JOIST:"
y _ �_ 2010 SW
l
1X4 BOTTOM PLATE T Y P I -A L J';q;—CR 0%.a S C TI ON '21— 5-12 3 of IS
a SIDE WALL FR A M I N G <<' SCALE:;, 4" _ ," OTE°
- - r
i.l.-.
p aI�to. 1 D
12 '` 20 GA.2.5"X 4"MITEK CONNECTOR PLATES :1
(4)3X.120 NAILS PER DOUBLE 4 �— I_' EACH SIDE OF JOINT
2X4 CONNECTION
20 GA,3"X 6"CONNECTOR PLATES
AT THIS CONNECTION ON 13'WIDE N
UNITS ONLY oa m
o i
N
1
1 1f2"x 5"26 GA.GALV.STEEL PLATE w
6 ALV.X.105"NAILS
DOUBLE-2X4 STUDS&RAFTERS
( ) .; STITCHED Wf3°X.120 NAILS 12"OC a
DOUBLE 2X4
U a o�
1,X4 PURLIN 4 z
1X4 PURLIN .f (3)7/16"X 1 3/4` O ~¢Z '
STAPLES.PER CONNECTION
1'112"X 10"26 GA.GALV.STEEL PLATE cr w z o
(6)1.25"X.105"NAILS(TYP..) 1H� iA U I a !
-------� `[I 1 Xa OM PLATE. a
r�-- BOTTOM a 1
t�.a
--------------
PT 2X6
_�... a: 0.
DOUBLECID
SKIDS m
;J TYPICAL DOOR FRAMING: y
13' MAX. MAXIMUM DOOR SIZE- Do
1
'120"W X84"H W n 1
END WALL 1=RIS ;I I N G
N.T . x Z W
1X4 SYPKD ON 6'&8'WIDE UNITS ONLY
di
}A�1J{n} �
12 20 GA.2.5"X 4"MITEK:CONNECTCR PL ATES i��+I S� F j a
N 1X4 PURLIN 4 EACH SIDE OF JOINT _
(3)7116"X 1 3/4" �— '�) } n v U Lb
o STAPLES PER CONNECTION ,— `.� '(t "APPROVE Q" 4 ^z I-a.
a
20 GA.3"X 6"CONNECTOR R,ATES p 3 to p� '
N DELETE OVERHANG ON RUFFY AT THIS CONNECTION ON;i.'3'WIDE DOCUMENT
�y�//��e1� �y T q O U J J
&AMERICANA MODELS 2X4 BOTTOM CHORDS ON i0',11' UNITS ONLY. , DOrl,J U y(EN (
&13'WIDE UNITS ONLY J I
2X4 STUDS&RAFTERS 24"
(3)3"X.120 NAILS xa n.wm"ryw• i
PER CONNECTION
9G^" MAX. ROBIN BUILDERS,INC. .: i
.�, PO BOX 1067'
LAKE WALES FL. 3859
1X4 PURLIN. MAX:SPAN Wd4 UNDER BEARING (863)bJ8-12 4
o (3)7116"X 1 3/4" +` EXTERIOR WALL ;
w STAPLES PER CONNECTION !
1 1/2"X 10"26 GA.GALV,STEEL PLATE 2-2X4 2-2X6
(6)1.25"X,105"NAILS(TYP.)
f-1X4 BOTTOM PLATE 1/2"PLY
FILLED--`B ftUFfY
R CLASSIC )
DOUBLE PT 2X6 SKIDS Fj HEADER TYPE MAX.SPAN AMERICANA tF
(S A 64"
13' MAX. "iS B 95" E201
0CROSSSECTION DETAIL15-1z 4o� s y
N.T.S. `f
NONE ! !
4r)
• 1
o FRAMING FOR RUFFY,CIF'$SIC AND AMERICA M 1.
} IiY
`J I
( ek
It.' 1ti)C'�tAi'ia Tl,:1�2a11F0C)S, i I
USE 1/2"DIA,REP HEADS' )4Quila)sn ub);3tnyx$laztis Y a�ueih6r IF•)or!4 �ertbuCBGe '113_ra`'
1,+•
@ 2',FRM EACH END& -0"O.C. MAX)
cN.d rww i.
PATIO ANCHOR MICS-2 I
OR APPROVED EQUAL •' � '
W/2 1/47 MIN EMBEDMENT # N D N S I
IN 2500'PSI CONCRETE „ 035 GALV.STRAP OF 4750#CAPACITY m m. I ;
O
ti CO
i 1. Z N7 i
035 GALV.STRAP.OF 4750#CAPACITY OR EQUAL S
w
STRAP IS THREADED N d
THROUGH SLOTTED BOLT ?°'
AS THE BOLT IS TIGHTENED, o tL <
THE STRAP WINDS AROUND DOUBLE PT 2X6 SKID O
THE BOLTSHANK. i
NR
A
;h. "CONCbETE SLAB. d O o
ir 30. i
;'r� `-6X6#10/10 WWM v _ a.1
OR RBERMESH a a
DOUBLE PT 2X6 SKID E 0.
71
c4 cO
2"(ORAr)X.8"X16"CONCRETE BLOCK U !!-1 Ifs --i—'
BLOCKS&TIE DOWN ANCHORS SPACED 2' LLL...LJ
FROM EACH END,THEN ON MAX.8'CENTERS. '1 66 /) a" I. IA v I
v TIE DOWN ANCHOR: 518"X 30"TWIN 4"HELIX(#300HC2)OR )? �OC�I r y �,w w O
5/8"X 24"6"HELIX'(#24SH)'pR EQUAL FOR SOIL :11: "> r p j
a -MODEL MRA(#24DAC1)OR EQUAL FOR ROCK - ' D W _ LL
-TFE:E N• TO S"LAB
N SCALE:1"=1 c4 m otOo p z i _
o �uj 1 '.
TIE DOWN TO . GROUND '?
$ 2X4 SYPKD STUD 24"OC A N>O g I
�- SCALE:2"=,1' .o U J
1 1/2"EXPANSION BOLT @ 48"O C v O a�i
2 1/4"EMBED WITH 2"X 1/8"WASHER i
'I 2X4 PT BOTTOM PLATE I j
�j fid? 'CONCR&E
ROBIN BUILDERS,INC.
Q�• )� PO BOX 1067
":I 6X6#1'0110 WWM LAKE WALES,FL.33 5
FLOOR JOISTS AT 24'OC WILL SUPPORT 50 PSF LIVE 9 DEAD LOAD aa' %I OR FIBERMESH ' i
FLOOR LOADING. 20" 4 (863)638-1294
(3)#5 RODS(MIN.3"CONCRETE COVER)
UNIT WIDTH 6' 8' 10' 12' 13'9"
SUBURBAN, STUCCO
FLOOR JOIST 2X4 2X4 2X6 2X6 2X6 a• a! . A FLb'"' N, PINEY
o ;! NOTE:BOTTOM PLATE IS ATTACHED TO STUDS BARN, .GREENHOUSE
A' Ib' 18' 18' 28.5' 40.5' ?{ WITH 12)3"X.1 20 NAILS&WITH 1 1/2" CLASSIC, RUFFY I
;ili X 14 6 GA..GALV."U"STRAP AT EACH Ij
B' 40' 60' 84' 84' 81•' STUb TO BOTTOM PLATE CONNECTION. AMERICANA, STEE
12' (1.0)4 1!4"X.105 NAILS PER STRAP.
m I I ) NO"U"STRAP.ON STEELIGREENHOUSE. I '
"."'2010 SW ".
FOR 125 PSF FLOOR LOAD, 16'OC OR 24'OC'FLOOR JOISTS CAN' ) i
BE USED SO LONG AS DIMENSION'0'IS DIVIDED EQUALLY @ 42' ��� -15-201 5 of 5
WITH A CENTER SKID AND AN EXTRA SKID IS PLACED UNDER EACH DCC . , `I`'��� AS NOTED; i
OUTSIDE WALL.. TIE D LJC . N Y�B T H:O.0 LO O
—
:. i