HomeMy WebLinkAboutProduct Approval L
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STATE OF FLORIDA
DEPARTMENT OF COMMUNITY AFFAIRS
Dedicated to making Florida a better place to call home"
CHARLIE CRIST
Govemor THOMAS G.PELHAM
Secretary
October 20,2010
Lewis Hartley
Robin Builders,Inc.-FL
Post'Office Box 1067, 14915 Hwy 27 S.
Lake Vlydles'FL'•33$59'
RE::Manufacturer Celtification,ID MFT-55; Expiration Date: November 30, 2013
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.Codechange 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 ceitification 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. If you have questions
you may contact me or Leola Baldwin at 850-921-0956 or our FAX at 850.414-8436.
Please visit our website at'viww.floridabuildina.ord to see V614able iriforrriatiod on the Florida
Manufactured Buildings Program.A copy of this letter must accompany applications for local fff
building permits. i
Sincerely,
11
Robert Lorenzo
Mbnufactured Buildings Program
cc:National Design and Inspection,Inc.
2555 SH11MARD OAK BOULEVARD • TALLAHASSEE. FL 32399- 2100
850-488-8466 (p) 0 850-921-.0761 (f) o W e b s I. t e: www.dcastate.fl ms
♦HOUSING AND COMMUNITY DEVELOPMENT 850-488-7956(p) BSO-9225623(0• '
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T�iailtar�i%..Bul�,ecF,; ,_..__ 'k �� "• ': �'
Modular Bufiding Plans ErawJner florida 6rlii ma.
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GENERAL NOTES 0
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1.THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE 2010 FLORIDA BDG. v S O I
12.ALL WIRE SHALL"BE#12 THHN LID COPPER WITH GROUND.WIRING J 'I
CODE-R AND ASCE 7 FOR 160 MPH ULTIMATE WIND SPEED,(3 SECOND GUST) PROTECTED PER NEC 12 T ED, TURF LOCATIONS 8 TYPE MAY VARY. 25 a a !
EXPOSURE B FOR PARTIALLY ENCLOSED BUILDINGS. i
2,ALL MATERIALS AND LABOR SHALL BE IN ACCORDANCE WITH THE ABOVE CODE AND 13.ALUMINUM WINDOWS - TYPE,!�IZE OUANTITY.AND LOCATION MAY VARY. E
ALL OTHER APPLICABLE CODES.
14.OPTIONAL-;EX TERIOR WALL C 'UERINGS INCLUDE CORRUGATED ALUMINUM.
o. > �f ;
3.BUILDING CLASSIFIED AS RESIDENTIAL LAWN STORAGE.501125 PSF FLOOR LOAD. MESA ALUM NUM,4"LAP ALUMI M,5/8"PTT-1 1 SIOING,'VINYL SIDING
NOT FOR HABITATION. WITH ENER Y BRACE BACKER, ER CEMENT PANEL &"STO STUCCO ON W of 1
5!8"iDENSE L SS GOLD OR SU /LIFF.ROOF COVERINGS INCLUDE ALUMINUM -4 ¢M tq �.
4.WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. OR SHINGLE ROOF OVER 5/8"P OOD WITH 2LAYERS OF 15 LB.FELT OR .� o
PERMATILE OVER 7/16"OSB AN 'q S.LB.FELT.
5.OUTSIDE OVERALL DIMENSIONS CAN VARY BETWEEN LIMITS AS SHOWN,BUT MEMBER IT W ¢w 11 o
a SPACING SHALL-NOT EXCEED LIMITS AS INDICATED, ._ _ 15.USE.7/16"X 1 3/4"16 GA.STAPLy, FOR ALL CONNECTIONS BETWEEN WOOD �z m
SIDING/ROOF AND FRAME: " ' •i y S N
G.ALL LUMBER TO BE#2 SYPKD or—
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a 16.3/4"PLYWOOD FLOORING SUR CE NAILED WITH 3"X.120 NAIL SPACED G"OC _ 1
EDGE/10"OC FIELD. •r!
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7.ALL WOOD WITHIN 8"OF GRADE OR IN CONTACT WITH MASONRY SHALL BE TREATED ""rV
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FOR GROUND CONTACT WIGALV.FASTENERS. i �- =Z tI+
17.FOUNDATION,iFOOTING ANDA HORING OF UNIT WILL BE THE OWNER'S q Z
g RESPONSIBILITY TO CHECK WIT LOCAL CODE AUTHORITY TO VERIFY SPECIFIC , z u p '
0 8.TRUSS DESIGNED TO SUPPORT D.L.+L.L.=35 PSF. REOUIREME T$AFFECTING TH NSTALLATIONfSETUP AND UTILITY z o a
CONNECTIONS TO THIS IL IN .'THE PURCHASER ASSUMES ALL
3 9.ALL ALUMINUM SIDING/ROOFING TO BE 3004 ALLOY CONFORMING TO ASTM B-209, RESPONSIBI,LITY'FOR COMPLIA E WITH LOCAL,COUNTY OR MUNICIPAL CODE I
32,000 MINIMUM YIELD STRENGTH. REQUIREMENTS FOR THIS STRU-TURE. i
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 ' na wwb/m. Doti
WASHER ATTACHED ON CONNECTIONS BETWEEN ROOF AND FRAME.
SPACING AS.FOLLOWS: i. STRUCTURAL LOAD LIMITATIONS
ROOF/SIDING-PERIPHERAL MEMBERS 2112-OC p.I "w-
ROOF/SIDING-INTERIOR MEMBERS 5"OC FLOOR LIVE LOAD: I
SIDING- 12"OC BOTTOM PERIMETER. s'1 ROIBIN BUILDERS, INC.
a A. 50/1.25 PSF 0 904X 1067 i 'I
' 'j;t ROOF LIVE LOAD:. WALES FL 33859
yApp 863] 6 8-{294
m A 70 PSF
a 11.DOOR SHALL BE 1"X 1"STEEL TUBE FRAME WITH AN ALUMINUM ��
PANEL INSERT.ALUMINUM TRIM AND ALUMINUM PIANO HINGE ATTACHED WITH ��� ROOF SNOW LOAD:
ALUMINUM RIVETS.DOOR ATTACHED TO VERTICAL 2X4.OPTIONAL DOORS INCLUDE 11' NOT APPUCABLE _
S�EBQUANTILE TY ANDINUM DIOCAT'ION MAY VARYGE RDOOR HEIGAND HT<G 00 SO.STEEL DOORS.
TPER 008.1.1(8)&R311.2. � '� E,! / t�I WIND LOAD: - UBURBAN, STUCCO 'I
1 A. ULTIMATE 166 MPH: NOMINAL 124 MPH FLORIDIAN, PINEY
B. RISK CATEGORY 1 BARN, GREENHOUSE' i
C. B WIND EXPOSURE CATEGORY CLASSIC, RUFF Y i .i
...... - {{ D. GCpi - +-.55 INTERNAL PRESSURE AMERICANA, STEL `
E. +39.6, -.42.9 PSF DOORS.
+49.3, -62.0 WINDOWS +�r 201 0 S
n1: 1-15-12 �tl"'
5'
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Data_
Arinvved
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.odular 33:iEee . Qansa^ttEacsrQori?d� :':•._:, ,,•
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NQE:ADDITIONAL SKID PLACED UNDER i
?I EIDE UNITS
WALL ON 13'9' W N N
VARIES TO 50' O" 0a oo
PT 2X4(6)FLOOR JOISTS 24 OC5181, 24"6"HELIX(OR EQUAL)ANCHOR FOR SOIL
T 2X4(6)RAIL MOLL MRA(#24DA1):OR EQUAL FOR ROCK N
Prt, 0 o
PT DOUBLE 2X6 SKID (3)Y X.120 NAILS �— .2 w '
033y'ALV:STRAP OR CABLE OF 4750#CAPACITYQ i i
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90
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"�1RPR�V�D`� U Asa
ES VARIES T 13' 9" DOCUMENT � {
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0 6'-8'WIDE UNITS (4)3"X.120 NAILS PER CONNECTION q Z z
PT 2X4 FLOOR JOISTS 24"OC m a n
2 10'-14'WIDE UNITS �' 3 a a
N PT 2X6 FLOOR JOISTS 24"OCTYPICAL E L 0 R FRAMING 2.(OR(`")X 8"X 16"SOLID CONCRETE BLOCKS A z o
8 AND DOWN ANCHORS SPACED T FROM o U 0 i
N.T:S. EACH I ND,THEN MAX..8'CENTERS. U O<a
I
3/4"OR 5/8"SF PLYWOOD
2X4(6)PT FLOOR JOIST
26 GA'.GALV.ANGLE PLATE
6-3'X.120 NAILS PER PLAT
n
2X4 PT HEADER ! SUBURBAN, STUCb
PT DOUBLE 2X6 SKIDS FLORIDIAN, PINE
?� BARN, GREENHO�ISE
I. CLASSIC, RUFFY• :.
NOTE:DOUBLE 2X6 SKIDS DADOED 1.25"DEEP TO ECEIVE :, AMERICANA, STEL L I
FLOOR JOISTS.(4)3"X.1 20 NAILS AT EACH
CONNECTION. I
X2010 SW `
FLOOR DETAIL �A r °,-15-12 2 o1 5
z
NONE
N.T.S. 4{. ..
Ey' I
J `!t
OvQd
ward L Ruf!ock
navans ,
FRAMING FOR SUBURBAN,FLORIDIAN,STUCCO,PINEYWOOD,BARN AND VIN k,..MODELS _
RAFTER SCHEDULE: 2X4 RAFTERS 24"O.C.
USE SINGLE RAFTER FOR SPAN<99",
USE DOUBLE 2X4 RAFTER FOR SPAN MAX.144" i
DOUBLE TRUSS OVER DOUBLE I ca
p 3 N ry
2X4 STUDSNOTE:GABLE ORIENTATION'ISSYMBOUC } "L +� Ln
SINCE GABLE CAN BE IN EITHER i:`f 00 co
DIRECTION. j 20 GA,2.5"X 4"MITEK CONNECTOR PLATES
1
EACH
SIDE OF TRUSS
Z -h N M
TRUSS KING POST ON TRUSSES>99" 2.5 '`"2 0
ROOFING:SEE NOTE#14 ~ w
1 112 X 5"26 GA.GALV.STEEL PLATE
(6)1.25"X. o< O
A05"NAILS _~—
n
LIGHT X4#2 SYPKD STUDS a W
TRUSS / AND RAFTERS
OUTLET UBLE2X4
SIDING:SEE NOTE#14
a a
ag�(L
a
6))3"X.120 NAILS 1X4 PURLIN 1X4 SYPKD PURLIN
( pER CONNECTION 1 112"X 5"26 GA.GALV.STEEL PLATE ((3 7116"X 1314",
MAX. t 2' I (6)1:25"X.105"NAILS(TYP.) 51)APLES PER 0.
CONNECTION m m T o
ROOF FRAMING 2X4(6)FLOOR JOIST DOUBLE PT 2X6 SKIDS. m }
TYPICAL DOOR FRAMING r4 cL+o
N.T.S. �f X. 13' 9' MAXIMUM DOOR SIZE W 4Mm
DOU BLE 2X4(6).(8):1:12 SLOPE "sf: 120"W X 84"H � p .r
Base Rail or Top Rail ti
3+" 1 DOUBLE 2X4,MAX.12`SPAN 'ii v LY o (ri v .
END Vii LL FRAMING'
w < ,. Lal 0 o
#tO Type AScrew. _ ':,C N.T.S.' — — _ _. .� W N ,+r— . o
2X4 RAFTERS 24"OC =e.1
0 1 SINGLE 2X4 FOR SPAN<99"
Swaged dimple with DOUBLE 2X4 FOR SPAN<144" ROOFING:SEE NOTE#td qY Z
A1Wdie.hole OPTIONAL SLOPE ROOF FRAMING +-
N.T.S. 3 z ca=i
o {
1 518"x 3 1/2"'.038 Steel Stud cpi O 4�
NDI t
�pU� pOTE:.THIS NON STRUCTURARAMING
OPTIONAL STEEL STUD UD DETAIL tl !' �1 DETAIL MAY VARY "FL N'
a HAS NO. VERHANG."Bt{; N" .�......
N.T.S. DOCUMENT H�1SOP.TIONAL
MANSAR
MAX.OVERHANGISS". s)#
TYPICAL WIN.FRAMING PO BOX 1066DERS,INC
NON LOAD BEARING AREA OVER DOOR r'::.I LAKE WAL
2X4 42 STUDS
2X4 TOP PLATE 24"O C 2X4;92 SYP STUDS);.' (863)63ES.FL.33859
8=1294
A 24"O.G.
1X4 PURLINDADOED FLOORING:SEENOTE#16
1X4 PURLIN INTO STUDS ;:C( SUBURBAN, STUC 0;
DADOED INTO :A} FLORIDIAN. PINEY
S7uDS SIDING:SEE NOTE#1 BARN, GREENHOUSE
MAX. 99" STEEL FRAME
DOUBLE2X 2X4(6)FLOORJOIS7y, 2010 SW ...
5-12 3 of 5
A TYPi CROSS CTI ON DTED
1X4 BOTTOM PLATE
SIDE: WALL FRAMING SCALE: i 4 ,
ii, ,
( :!.
;I
sl
A BY
121
20 GA.2:5"X 4"MITEK CONNECTOR PLATES
(4)3"X.120 NAILS PER DOUBLE 4 EACH SIDE OF JOINT
2X4 CONNECTION 1
I4. 20 GA.3"X 6"CONNECTOR PLATES r7 O in N .
Ig AT THIS CONNECTION ON 13'WIDE ro' a
UNITS ONLYcam cj.
1 112"x 5"26 GA.GALV.STEEL PLATE
(6)'1.25"X.105-NAILS. I DOUBLE 2X4 STUDS&RAFTERS O
DOUBLE 2X4 STITCHED W!3"X.120 NAILS 12"OC a
Al cr 3 ai
ji o_ 4 I- o qI
X J W I
7X4 PURLIN
1 X4 PURLIN (3)7/16"X 1 314°
1 1/2"X 10"26 GA.GALV.STEEL PLATE STAPLS:
EPER CONNECTION
( z 3
6)'1.25"X.105"NAILS(TYP.) ,tI w z p
G r-1X4 BOTTOM PLATE, v r,iL Q y
I I
DOUBLE PT 2X6 SKIDS "l MIA-0
13' MAX. {' TYPICAL DOOR FRAMING: `Q
MAXIMUM DOOR SIZE- ti o I
END WALL FRA lit N G ,zo"wxa4"H, 11
N.r; .
1X4 SYPKD ON 6'&8'WIDE UNITS ONLY zI2 j wa
1X4 PURLIN 12 O< z l
4 20 GA.2.5"X 4"MITEK:CONNECTOR PL ES 1 D c�x en a .,o ;
(3)7/16"X 1'3/4" �- EACH SIDE OF JOINT o N o
o STAPLES PER CONNECTION —� ' "APPROVED" � w
o DELETE OVERHANG ON RUFFY 20 GA.3"X 6"CONNECTOR F;•ATES ^Z
v &AMERICANA MODELS _ / AT THIS CONNECTION ON''�,T WIDE 3 z V O
a G UNITS ONLY. DOCUMENT O U o< )
2X4 BOTTOM CHORDS ON 10',17' U O a
8 13'WIDE UNITS ONLY
6"
(3)3"X.120 NAILS 2X4 STUDS&RAFTERS 24"O1
PER CONNECTION
i
A.
92" MAX. ROBIN BUILDERS,INC, .: 1
PO BOX 1067
LAKE WALES FL. 3859
1X4 PURLIN . MAX.SPAN(INI UNDER BEARING (863)638-12 4
EFt
w (3)7/16"X 1 314" ;t. EXT ]OR WALL
1 1/2"X 10"26 GA.GALV.STEEL PLATE STAPLES PER CONNECTd;
" (6)1.25"X.105"NAILS(TYP.) ,i 2-2X4 2-2X6.
i
" '1X4 BOTTOM PLATE
a '+ 1/2"PLY
;'i'j A FILLER--a RUFFY
CLASSIC
m DOUBLE PT 2X6 SKIDS HEADER TYPE MAX.SPAN AMERICANA
m' I 13' MAX. B 95" w.
•i 2010, SW y 1'
CROSS SECTIO N D ETA I L E °3-15-12 4 01 5
A
N.T.S. :1 NONE
x°N FRAMIN;9 FOR RUFFY Ct 1 SSIC AND AMERICA M
Tdvte is '_— Me No.t.-:._•- x--'zf�.. _....
guttock
USE 1/2"DIA.RED HEADS d�
m1n>g't 1o"k Ulm.mine'r)F1ars� Ce c�ica34e 3 r,
mod
@ 2'FIRM EACH END&@ 8'-0"O.C.(MAX)
PATIO ANCHOR MICS-2 "
OR APPROVED EQUAL
1N12 il4"MIN EMBEDMENT 03*5 G;ALV.STRAP OF 4750#CAPACITY a�a m•
IN 2600 PSI CONCRETE i. ^h i
4 r i
�I. a
035 GALV.STRAP.OF 4750#CAPACITY OR EQUALIL
i W
STRAP IS THREADED
THROUGH SLOTTED BOLT 0 W o
a
AS THE BOLT IS TIGHTENED,
THE STRAP WINDS AROUND DOUBLE PT 2X6 KlD a 4{
THE BOLT SHANK. d QI. . +,-! , : . . 4 o a
Fl
— CONC14ETE SLAB. �.. 1 - . ( .
}
�._6X6#10/10 W WM V E
OR FIBERMESH
DOUBLE PT 2X6 SKID 3 a
MCA
'j �.D Cy am0 t
O
;j it RI "C4nco 1, j
2"(OAP ROVED"
R 4")X 6"X 16"CONCRETE BLOCK I o
BLOCKS&TIE DOWN ANCHORS SPACED 2' I. I
FROM EACH END,THEN ON MAX.8'CENTERS. � � to vi w W O
' DOC,
n TIE DOWN ANCHOR: 5/8°X 30"TWIN 4"HELIX(#30DHC2)OR "`• O Q N y O
i.
OR
UAL FOR
MODEL MRA(#24DA#C}OR EQUAQL FOR ROCK'L - 'T I D { V.Y N' 'TO Lf- B p tax a z w o I
Q —' SCAL :1"=1'.. w
^La t 2
a
2X4 SYPKD STUD 24"OC o– i
$
TIE DOWN TO . GROUND p o � �
SCALE:2"=.1' n U o
1/2 EXPANSION BOLT @ 48"O C
2 1141,EMBED WITH 2"X 118"WASHER t
• _ i'>.� 2X4 PT BOTTOM PLATE I I
A Q xo. a„+dafaw. uj�• 1
.i .�.._ �,�.
1!2 cayCRLdfEsLAB
—� ROBIN BUILDERS,INF '
PO BOX'1067
d 6X6#TO/10 WWM KE WALES,FL.3315
a OR FIBERMESH ' (863)6381294
ua FLOOR JOISTS AT 24"OC WILL SUPPORT 50 PSF LIVE 6 DEAD LOAD 20" d
FLOOR LOADING.
K G (3)#5 RODS(MIN.3"CONCRETE COVER)
UNIT WIDTH 6' 8' 10' 12' 13'9" {;
SUBURBAN, STUCCO
FLORIDIAN, PINEY
FLOOR JOIST 2X4 2X4 2X6 2X6 2X6 b� da' i NOTE:BOTTOM PLATE Is ATTACHED TO STUDS BARN, .GREENHOUSE
1 WITH j2}3"X.120 NAILS&WITH 1 112" CLASSIC, RUFFY 3 '
A' 16" ' i8' IB' 28.5' 40.5' X 14" 6 GA..GALV."U"STRAP AT EACH I
STU)J TO BOTTOM PLATE CONNECTION. AMERICANA, STEELI
40' 60° 84` 84' Bt: I ( {10}qi 114'X.105 NAILS PER STRAP.
i 12' I }? NO U"STRAP..ONSTEELIGREENHOUSE. ^+'2014
m !
FOR 125 PSF FLOOR COAD 16'OC OR 24'OC FLOOR JOISTS CAN �� t ,. �-15-201 5 of $
BE USED SO LONG AS DIMENSION'B'IS DIVIDED EQUALLY @ 42'
OUTSIDE Wq R SKID AND AN EXTRA SKID 75 PLACED UNDER EACH TIE D O^W'N °: I:T R Q U T - _ LO O R AS NOTED '
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