HomeMy WebLinkAboutProduct Approval d'
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Ken:Lawson,Secretary Rick Scott,Gove or
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 SCIS (www.floridabuilding.org)for online renewal.I€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,
Robert Lorenzo
Manufactured Buildings Program
cc:Professional Service Industries
Apps wvad By > �`d'r
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1.THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE 2010 FLORIDA BDG. 12•ALL WIRE 9HALL'BE#12 THFIN ? LID COPPER WITH GROUND.WIRING J
CODE-R AND ASCE 7 FOR 160 MPH ULTIMATE WIND SPEED, 3 SECOND GUST LE'L-4 j
EXPOSURE B FOR PARTIALLY ENCLOSED BUILDINGS. ( ) PROTECTED PER NEC'2008 ED. F Q TURE LOCATIONS&TYPE MAY VARY.
2.ALL MATERIALS AND LABOR SHALL BE IN ACCORDANCE WITH THE ABOVE CODE AND 13.ALUMINUM WINDOWS - TYPE,E.91ZE OUANTITY,AND.LOCATION MAY VARY.
ALL OTHER APPLICABLE CODES. v ;y
14.OPTIONAI EXTERIOR WALL C ,°ERINGS INCLUDE CORRUGATED ALUMINUM• T
3.BUILDING CLASSIFIED AS RESIDENTIAL LAWN STORAGE.,50/125 PSF FLOOR LOAD. ME5A ALUMN'Sj,9VGOLD
M,4"LAP ALUMf fv1,518"PT T-111 SIDING,VINYL SIDING a oo
NOT FOR HABITATION. WITH EVERRACE BACKER; 1, ER CEMENT.PANEL &"STO"STUCCO ON W Go
aGo I
5/8"•iDEIYSE OR SU f UFF.ROOF CQVERINGS INCLUDE ALUMINUM4.WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. OR SHINGLF OVER 5/8"PL:WOOD WITH 2?LAYERS OF 15 LB.FELT OR ti o a
PERMATILE OVER 7/16"OSB AND!;S.LB.FELT. G -1J'o v
5.OUTSIDE OVERALL DIMENSIONS CAN VARY BETWEEN LIMITS AS SHOWN,BUT MEMBER I� W z-Q
LL SPACING SHALL.NOT EXCEED LIMITS AS INDICATED. - - 15.USE.7/16"X 1 3/4"16 GA.STAP4.. FOR ALL CONNECTIONS BETWEEN WOOD mw.m a- O w
SIDING/ROOF AND'FRAME: 1 � wwN o>
p J�
p 6.ALL LUMBER TO BE#2 SYPKDI o a.. Z
w 16.3/4"PLYWOOD FLOORING SURCE NAILED WITH 3"X.120 NAIL SPACED 6"OC Ux M o w 7
7'.
EDGE/10"OC FIELD.
0 7.ALL WOOD WITHIN 8"OF GRADE OR IN CONTACT WITH MASONRY SHALL BE TREATED I'r �v =Z
S FOR GROUND CONTACT WfGALV.FASTENERS. 17.FOUNDATION,iFOOTING AND Afy HORING OF UNIT WILL BE THE OWNER'S = r a 3
RESP TO CHECK WIT LOCAL CODE AUTHORITY TO VERIFY SPECIFIC 3 iL 'I
8.TRUSS.DESIGNED TO SUPPORT D.L.+L.L.=35 PSF. REQUIREMENT$AFFECTING TH 'b NSTALLATION'SETUP AND UTILITY q Z U
a CONNECTIONS TO THIS BUILDIN :THE PURCHASER ASSUMES ALL o O-,
9.ALL ALUMINUM SIDING/ROOFING TO BE 3004 ALLOY CONFORMING TO ASTM B-209, RESPOt<ISIBILITY-FOR COMPLIAN' E WITH LOCAL,COUNTY OR MUNICIPAL CODE U O d
< 32,000 MINIMUM YIELD STRENGTH. REQUIREMENTS FOR THIS STRU",TURE. '
m
10.USE#8 X 3/4"TYPE A SHEET METAL SCREW FOR ALL CONNECTIONS BETWEEN 18.ROOF DRAINAGE PER 1503.4& 903.4
ALUMINUM LAP SIDING AND FRAME.USE#8 X 1"WITH 1/2"ALUM.BACK NEOPRENE
WASHER ATTACHED ON CONNECTIONS BETWEEN ROOF AND FRAME. 1 STRUCTURAL LOAD LIMITATIONS
SPACING AS FOLLOWS:
ROOF/SIDING-PERIPHERAL MEMBERS 2 1/2"OC .�
ROOF/SIDING-INTERIOR MEMBERS 5"OC 1 > FLOOR LIVE LOAD:
a SIDING- 12"OC BOTTOM PERIMETER. N 1 A 50/125 PSF PO BOX BUILDERS, ING.
rn � �q ROOF LIVE LOAD:. 6K WALES FL 33B59 I
• �./ 'itf863� 638-{294 j
w 11.DOOR SHALL BE 1"X 1"STEEL TUBE FRAME WITH AN ALUMINUM 1 3' �V� 'T� A. 30 PSF !
�,- J! ROOF SNOW LOAD:
PANEL INSERT.ALUMINUM TRIM AND ALUMINUM PIANO HINGE ATTACHED WITH ti!� '
n ALUMINUM RIVETS.DOOR ATTACHED TO VERTICAL 2X4.OPTIONAL DOORS INCLUDE I (t NOT APPLICABLE _ _ '
SIZE,QUANTIDOUBLE TY ANDINUM MAY VARY.DRAGE OOR HEIGHT --AND 04010 SQ.STEEL PEETRPER 11 08.1.1(8)&R311.2. � '�'•—'�1 ENT'i� WIND LOAD: TUBURBAN, STUCICCI 'I
n ;z1 A ULTIMATE 160 MPH; NOMINAL 124 MPH FLORIDIAN, PINEY] ` 1
i B. RISK CATEGORY 1 BARN, GREENHOUSE A
'rJ C. B WIND EXPOSURE CATEGORY CLASSIC, RUFFY '
D. GCpi - +-.55 INTERNAL PRESSURE AMERICANA, STEEL
E. +39.6, -,42.9 PSF DOORS.
•�� `?SI +49.3, -62.0 WINDOWS ..•.2010 S
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NONE
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oa a an Rdli Plans` amts nAr ios3?n ;'•,c t i
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NpCE:ADDITIONAL SKID.PLACED UNDER aha. 03nc4
IIII 3( EACH OUTSIDE WALL ON 13'9" m in
co i VARIES TO 50' 0" WIDE UNITS
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PT 2X4(6)FLOOR JOISTS 24 OC 5/8". 24"6"HELIX.(OR EQUAL)ANCHOR FOR SOIL z % w '
PT 2X4 6 RAIL MO L MRA(#f24DACI)•OR EQUAL FOR RACK 0
PT DOUBLE 2X6 SKID (3)3" •120 NAILSCAPACITY
•03q' ALV.STRAP OR CABLE OF 4750# a J '
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."APPROVED" waa0. i
VARIES T'' 13' 9"
DOCUMENT
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(4)3"X a z
,120 NAILS PER CONNECTION '.
8'WIDE UNITS q 'z
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PT 2X4 FLOOR JOISTS 24"OC a 4 I
owo 1 2"(QR' X 8"X16"SOLID CONCRETE
14'WIDE UNITS
E BLOCKS v0 -
PT 2X6 FLOOR JOISTS 24" a 0TYPiCAL FLOOR FRAMING AND T� DOWN ANCHORS SPACED 2FROM
EACH!,ND.THEN MAX.8'CENTERS.N.T.S.
x't
3
3(4"OR 5/8"SF PLYWOOD
it#I
2X4(6)PT FLOOR JOIST n.8 U{ FIRS, IK�— f
((86
(86 8-1294 ;
rn 26 GA.GALV.ANGLE PLATE
6-3"X.'120 NAILS PER PLAT ': j
2X4 PT HEADER SUBURBAN, IN CO I
PT DOUBLE 2X6 SKIDS ## FLORIdIAN, PINE {
`rt BARN, GREENHO SE
CLASSIC, RUFFYi '
NOTE:DOUBLE 2X6 SKIDS OADOED 1.25"DEEP TO ECEIVE AMERICANA, STEL•
FLOOR JOISTS.(4)3"X.120 NAILS AT EACH •f r ,•
CONNECTION. .K{ ""2010 SW `
FLOOR DETAIL
°�-,5-,2 2 or S.
;{ NONE
N.T.S. a
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444
AT,pro
vad
FRAMING FOR SUBURBAN,FLORIDIAN,STUCCO,PINEYWOOD BARN AND VINI!MODELS
RAFTER SCHEDULE: 2X4 RAFTERS 24"O.C.
USE SINGLE RAFTER FOR SPAN<99". I 1 ��H�
USE DOUBLE 2X4 RAFTER FOR SPAN MAX.144". i
J. DOUBLE TRUSS OVER DOUBLE
:1
2X4 STUDS NOTE:GABLE ORIENTATION ISSYMBOLIC m O�N
SINCE GABLE CAN BE IN EITHER ;{ m .
DIRECTION. 1{J 20 A.2.5"'X 4"MITEK CONNECTOR PLATES o o T
EACH SIDE OF TRUSS . M N N r 1
�h
TRUSS KINGPOST ON TRUSSES>99" 2 0_
2.5 ROOFING:SEE NOTE#14
1.1/2"X 5"26 GA.GALV.STEEL PLATE 1
.(6)1.25"X.1 05'NAILS
LIGHT c = ••
TRUSS 2X4#2 SYPKD STUDS a a
OUTLET t UBLE 2X4 AND RAFTERS L, z. o 0
O J
SIDING:SEE NOTE 414
maz >
- '-- 1 w LLI
zpEx
(6)3"X.120 NAILS 1 O -1 a s
I-�-MAX. 12' I PER CONNECTION 1 1/2"X 5"26 GA,GALV.STEEL PLATE 1X4 PURLIN 1((X4 SYPKD PURLIN L-
(6)1;25'X.1 05"NAILS(TYP.) 53117116"PE 14"
APLESCONNECTION R
ROOF FRAMING CO Ln 2X4(6)FLOOR JOIST Fr DOUBLE PT 2X6 SKIDS. p >
N.T.S. 'j' TYPICAL DOOR FRAMING 4�j opo
Base Rail or Top Rall DOUBLE 2X4(6),(8):1:.12 SLOPE [ X.' 13' 9"� MAXIMUM DOORSIZE oM
/// 120"W X 84°H p �on
/ DOUBLE 2X4,MAX.12'SPAN
T / END W I": LL FRAMING
1 it
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LL l #10 Type A Screw W ¢ .Q; ' o w
2X SINGLE 2X4 FOR SPAN<99" - o¢ z o
Swaged dimple with DOUBLE 2X4 FOR SPAN<144" 'I ROOFING:SEE NOTE#14 o r o m Fo> 0 3
.118"dia.hole OPTIONAL SLOPE ROOF FRAMING .� x �W �"
N.T.S. F-
1
.l F-•0 3 a
0 1 5/8"x 3 112"'.038 Steel Stud { 3 z v p
U N®I
3
OPTIONAL STEEL STUD UD DETAIL -NOTE: TFIISNONry STRUCTURA1LAMING J
*YAPPROV � DETgiL 1�AY VARY."FLOFIDIAN" •'
• }�/� d p HAS NO. VERHANG."BA N"
N.T.S. / /` ,� �" „IT MAXOVERHANG S6'
TYPICAL WIN.FRAMING 1Y 1
NON LOAD BEARING AREA OVER DOOR .`�i ROBIN BUILDERS,INC::
2X4 TOP PLATE 2X4#2 STUDS LAKE WALES,FL.33859
'^ 24"O.C. 2X4#2 SYP STUDS]
(863) 638-1294
m 24"O.C.. ;I� .
1X4 PURLIN DADOED FLOORING:SEE NOTE416
1X4 PURLIN INTO STUDS i( SUBURBAN, STUCt 0;
STTUDSD INTO `. FLORIDIAN, PINEYI -
6 MAX. 99" SIDING:SEE NOTE#14f'1 BARN, GREENHOUPE:
STEEL FRAME
m' DOUBLE 2X 2X4(6)FLOORJOIST'14
"w2010 SW `+
TY SAL ��:CRO :S CTI ON 5-t2 3 of 15:
1X4 BOTTOM PLATE OTED,
F SIDE WALL FRAMING SCALE , 4
if .- ;
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Y
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a ., .•� n ai�ce4a��,. 'I
,2
20 GA.2;5"X 4"MITEK CONNECTOR PLATES
(4)3"X.120 NAILS PER DOUBLE 4 r— i;i EACH SIDE OF JOINT
2X4 CONNECTION
jI 20 GA.3"X 6"CONNECTOR PLATES „) O In N j
AT THIS CONNECTION ON 13'WIDE m' N•- .
UNITS ONLY N to
1 1/2"x 5"'26 GA.GALV:STEEL PLATE
(6)1.25"-X.105-NAILS a{; DOUBLE-2X4 STUDS&RAFTERS o
DOUBLE 2X4 P! STITCHED W/3"X.120 NAILS 12"OC a
. i tr
'%' = X J lil ;f
f-A a o i
1X4 PURLIN tl. z q ;
1 X4 PURLIN ;� (3)7/16"X 1 314" o I O�`
1 1/2"X10"26 GA.GALV.STEEL PLATE j STAPLES:PER CONNECTION m z 3
(6 -1.25"X.10 'NAILS(TYP.] I ,z o
[I -1X4 BOTTOM PLATE. O i. S Q
I, I
DOUBLE PT 2X6 SKIDS +ii{ 4 m#A
j TYPICAL DOOR FRAMING: 2 > !
13' MAX. i, MAXIMUM DOOR SIZE- m I
120"W X'84"H o0
END WALL ERA ZING w
o
N.TS.
1X4 SYPKD ON 6'&8'WIDE UNITS ONLY q z`I
;{{ Li N
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N 1X4 PURLIN 12 20 GA.2.5"X 4"MITEK:CONNECTOR PL jTES N D( cC U i M o..- j
(3)7/16"X 1 3/4" 4 �- EACH SIDE OF JOINT o o t k o I
o STAPLES PER CONNECTION —� ). "APPROVED'
�I �,IC n N ^w�° Z :I
0 20 GA.3"X 6"CONNECTOR ATES 1 V C D q z �a � I
�.. r
o DELETE OVERHANG ON BUFFY }y p z I
&AMERICANA MODELS AT THIS CONNECTION ON11 3`WIDE p 9��U ENT 3 =
UNITS ONLY. ) / q v 00 a
2X4 BOTTOM CHORDS ON 10',11' ZD
&13'WIDE UNITS ONLY "
16"
j
(3)3"X.120 - 2X4 STUDS A RAFTERS 24"O !
c� NAILS
PER CONNECTION
92" MAX. ROBIN BUILDERS,INC.
PO BOX 1067
< LAKE WALES FL. 3859
1X4 P.URLIN. MAX.SPAN(IN)UNDER BEARING (863)638-1294
(3)7/16"X 1 3/4" " EXTERIOR WALL
1 1/2"X 10"26 GA.GALV,STEEL PLATE STAPLES PER CON
NECTI4 'I
(6)1.25"X.105"NAILS(TYP.) `tl 2-2X4 2-2X6
.,u..w....u...
1X4 BOTTOM PLATE
=? 1/2"PLY I� ,
u :ii FILLER--13 RUFFY ;I
CLASSIC
E DOUBLE PT 2X6 SKIDS HEADER TYPE MAX.SPAN AMERICANA I {
m 13' MAX. ''� B 95"
CROSS SECTION DETAIL -- =1-~ �205012w 4a. $ A.
I
N.T.S. tiFi ` NONE
_ FRAMIN FOR RUFFY,CIg$SIC AND AMERICA M
! ,s
. �rte,..,----�u� • .
]rite !s z. Plan No.• Lo! . __... . 1
It.' l�At;lRS1M�'TU.I�lal;6Cli. I
.u61:3 kT I.-.Ila s lea uielh➢ie norV �rda"c¢rdc�."�'`'
USE i/2"DIA.RED HEADS R?0dals l➢
1 ;
@ 2'FIRM EACH END&@ 8'-0"O.C.(MAX)
PATIO ANCHOR MICS-2 ' I
OR APPROVED EQUAL
W/2 1/4"MIN EMBEDMENT i� o w)N
IN 2500-PSI CONCRETE035 GALV.STRAP OF 4750#CAPACITY m m. ^ I
035 GALV.'STRAP.OF 4750#CAPACITY OR EQUAL O
STRAP IS THREADED ix w a I
THROUGH SLOTTED BOLT o I
AS THE BOLT IS TIGHTENED, O ;?�
THE STRAP WINDS AROUND
THE BOLT SHANK. ! DOUBLE PT 2X65KID Jo w
_ CL mf
w oat i
CbN E SLAB, d o ¢I
ii( it
3 J
6X6#10/'10 WWM U j
OR.FiBERME$H Q
yDOUBLE PT 2X6 SKID I 0.
t D w m
AQP
r4)00 !
2"(OR 4")X 8"X 16"CONCRETE BLOCK j� 'APPROVED"
V 0
BLOCKS$TIE DOWN ANCHORS SPACED 2'
FROM EACH END;THEN ON MAX.8'CENTERS. =i W z I v!
9 TIE DOWN ANCHOR: 5/8"X 30"TWIN 4"HELIX(430DHC2)OR '� DO 1 fVT M;i, w it O I
5/8"X 24"6"HELIX'(#24SH)'OR EQUAL FOR SOIL ); o;N a o;
b " MODEL MRA(#24DAC1)OR EQUAL FOR ROCK J, 1- -
�.IE.. _DQ"WN 'TO SLAB �_o moo, I
a 1t SCALE:1 =1' 'Z .-w m p}o Z l I
s" TLE DOWN TO . GROUND ' -QUJ
r 2X4 SYPKD STUD 24"OC q
9 SCALE:2"=.1' i�,
i i O U J J
1/2"EXPANSION BOLT @ 48"O C
i' 2 1/4"EMBED WITH 2"X 1/8"WASHER i
2X4 PT BOTTOM PLATE
l� ' 'CONCRLdfE SL B
}.k ROBIN BUILDERS,INC.
< d 6X6#1'0/10 WWM PO BOX 1067
FLOOR JOISTS AT 24'OC WILL SUPPORT 50 PSF LIVE 9 DEAD LOAD dp OR FIBERMESH ' LAKE WALES;FL.3385 i
FLOOR LOADING. 20" d =t (863)638-1294 f
.ii
v (3)#5 RODS(MIN.3"CONCRETE COVER)
n
UNIT WIDTH 6' 8' 10' 12' 13'9" � I,' SUBURBA,N, STUCCIO-' I
FLOOR JOIST 2X4 2X4 2X6 2X6 2X6 Q• d•. • i� FLDkIDIAN, PINEY
>'Ii NOTE:BOTTOM PLATE IS ATTACHED TO STUDS BARN, .GREENHOUSE `
'A' 16" 18' 18' 28.5' 40.5' ! WITH(2)3"X.120 NAILS&WITH 1 1/2" CLASSIC, RUFFY
X 14: 6 GA..GALV."U"STRAP AT EACH
STUD TO BOTTOM PLATE CONNECTION. AMERICANA, STEEL
40° 60' 84` 84° .84' (1.0)11/4"X.105NAILSPERSTRAP. j
12' NO"U"STRAP.ON STEELIGREENHOUSE. I
ff2AN
WFOR 125 PSF FLOOR LOAD, 16'OC OR 24°OC'FLOOR JOISTS CAN' ri1 5 ofBE USED SO LONG AS DIMENSION'B'IS DIVIDED EQUALLY @ 42'WITH CENTER SItID AND AN EXTRA SKID IS PLACED UNDER EACH ,wry'i�,' '')OUTSIDE WALL. TIE D ~W'N ��, ITI'°'I.OU LO O R ED.�
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