HomeMy WebLinkAboutProduct Approval FLIM Manufacue J 130ding?fogfan
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Profess `ha TaUhasw. FWida 32399-4772
Phorw$50.487.1824- Fax 850 414 8436
Ken Lawson,Secretary Rick Scott,Governor
September 03, 2016 RECEIVED
Lewis Hartley OCTRobin Builders, Inc. -FL C 2 4 20
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Post Office Box 1067, 14915 Hwy 27 S. PERMITTING
Lake Wales, FL 33859 St. Lucie Cet:nty, FL
RE: Manufacturer Certification,ID MFT-55; Expiration Date: August 23, 2019
Dear Lewis Hartley
It ism pleasure to inform you that Robin Builders Inc. -FL located at PO Box 1067 149 -'
Y P
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.floridabuiid!nQ.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.floridabuildina.ora 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
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GENERAL NOTES
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1.THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE 2010 FLORIDA BDG.
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CODE-R AND ASCE 7 FOR 160 MPH ULTIMATE WIND SPEED,(3 SECOND GUST 12.ALL WIRE SHALL BE#12 THHN LID COPPER WITH GROUND.WIRING
EXPOSURE B FOR PARTIALLY ENCLOSED BUILDINGS. ) PROTECTED PER NEC 2008 ED. URE LOCATIONS&TYPE MAY VARY. J
2,ALL MATERIALS AND LABOR SHALL BE IN ACCORDANCE WITH THE ABOVE CODE AND 13.ALUMINUM WINDOWS - TYPE, IZE QUANTITY.AND LOCATION MAY VARY.
ALL OTHER APPLICABLE CODES. O m
14.OPTIONAL,EXTERIOR WALL C ,,FIRINGS INCLUDE CORRUGATED ALUMINUM. � o �
3.BUILDING CLASSIFIED AS RESIDENTIAL LAWN STORAGE.50/125 PSF FLOOR LOAD.
MESA ALUM�fNUM:4"LAP ALUMI M.5/8"PTT-1{1 SIDING,VINYL SIDING a
NOT FOR HABITATION. WITH ENER�gY ERACE BACKER, ER CEMENT IyANEL &"STO"STUCCO ON W p n
5/8":DENSE. LA GOLD OR SU UFF.ROOF COVERINGS INCLUDE ALUMINUM <r�c0
4.WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. OR SHINGLE ROOF OVER 5/8"P ODD WITH 2 LAYERS OF 15 LB.FELT OR F4 o v .
' PERMATILE OVER 7/16"OSB AN t.5 LB.FELT. v �yJ
5.OUTSIDE OVERALL DIMENSIONS CAN VARY BETWEEN LIMITS AS SHOWN,BUT MEMBER
I ix I
SPACING SHALL-NOT EXCEED LIMITS AS INDICATED. 15.USE.7/16'X 1 3/4"16 GA STAP i FOR ALL CONNECTIONS BETWEEN WOOD mw
o w i
SfDING/ROOF AND FRAME: hN w
0 6.ALL LUMBER TO BE#2 SYPKO yS o a,. �` }
R 16.3/4"PLYWOOD FLOORING SURE CE NAILED WITH 3"X.120 NAIL SPACED 6"OC v=n Z 4?
O
EDGE/10"OC FIELD. t
0 7.ALL WOOD WITHIN 8"OF GRADE OR IN CONTACT WITH MASONRY SHALL BE TREATED r Z
FOR GROUND CONTACT W/GALV.FASTENERS. Z
S 17.FOUNDATION,iFOOTING AND A HORING OF UNIT WILL BE THE OWNER'S 3 m=o 1
RESPONSIBiLITy TO CHECK WIT LOCAL CODE AUTHORITY TO VERIFY SPECIFIC
8.TRUSS DESIGNED TO SUPPORT D.L.+L.L.=35 PSF. REQUIREMEj�T$AFFECTING TH NSTALLATIONI SETUP AND UTILITY o u J tT
a CONNECTIONS TO THIS BUILDIN .THE PURCHASER ASSUMES ALL
9.ALL ALUMINUM SIDING/ROOFING TO BE 3004 ALLOY CONFORMING TO ASTM B-209, RESPONSIBILITY FOR COMPLIA E WITH LOCAL,COUNTY OR MUNICIPAL CODE v oa I
32,000 MINIMUM YIELD STRENGTH. REQUIREMENTS FOR THIS STRU' URE. f
10.USE#8 X 314"TYPE A SHEET METAL SCREW FOR ALL CONNECTIONS BETWEEN 18.ROOF DRAINAGE PER 1503.4 81:903.4
ALUMINUM LAP SIDING AND FRAME.USE#8 X 1"WITH 1/2"ALUM.BACK NEOPRENE
WASHER ATTACHED ON CONNECTIONS BETWEEN ROOF AND FRAME.
SPACING AS FOLLOWS: STRUCTURAL LOAD LIMITATIONS i
J-,
ROOF/SIDING-PERIPHERAL MEMBERS 2 112"OC FLOOR LIVE LOAD: ~� I
ROOF/SIDING-INTERIOR MEMBERS 5`OC ROBI BUILDERS, INd.
SIDING- 12"OC BOTTOM PERIMETER. A. 50/125 PSF PPOOX 1067 t
(AKiWALES FL 338,59
'"AA 30 PSF
j ROOF LIVE LOAD:. 86 638- 294 i
w 11.DOOR SHALL BE 1"X 1"STEEL TUBE FRAME WITH AN ALUMINUM 'vro i
PANEL INSERT.ALUMINUM TRIM AND ALUMINUM PIANO HINGE ATTACHED WITH 1 + ROOF SNOW LOAD:
ALUMINUM RIVETS.DOOR ATTACHED TO VERTICAL 2X4.OPTIONAL DOORS INCLUDE � 1-CI
i
DOUBLE ALUMINUM DOORS,GARAGE DOORS AND PREHUNG STEEL DOORS.TYPE, NOT APPLICABLE
' fWIND LOAD: SUBURBAN, STUCG
SIZE,QUANTITY AND LOCATION MAY VARY.DbOR HEIGHT<=400 SO.FEET PER 1008.1.1(8)&R311.2. �'� NT+1!!'
�'i{ A ULTIMATE 180 MPH; NOMINAL 124 MPH FLORIDIAN, PINEY! J
;i 8. RISK CATEGORY a BARN, GREENHOUISE-
C. B WIND EXPOSURE CATEGORY CLASSIC, RUFFY .I
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t D. GCpi - +-.55 INTERNAL PRESSURE AMERICANA, STEEL
f��. E. +39.6, -.42.9 PSF DOORS
" " ' l.. , S +49.3, -62.0 WINDOWS -201 0 S ECEI
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OCT 2 4 2017
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St. Lucie -oun —
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Richard A,.Rvq,ocPc
Modular 9'JI119 P)ans)uxaec+nor N)ovl:n ..; -,•
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NO. E:ADDITIONgL SKID PLACED UNDER M I
EACH OUT WALL ON 13'9" cmi O 3 'N
;;I WIDE UNITS m m a
VARIES TO 50' O" )
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PT 2X4(6)FLOOR JOISTS 24"OC5/8" '24"6"HELIX.(QR EQUAL)ANCHOR FOR SOIL
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PT 2X4((6)RAIL MO MRA(#24DACI).OR EQUAL FOR ROCK z
PT DOUBLE 2X6 SKID (3)3"X.120 NAILS �— c i
03 " ALV.STRAP OR CABLE OF 4750#CAPACITY
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DOCUMENT �
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6'-8'WIDE UNITS (4)3"X.120 NAILS PER CONNECTION v v llil
PT 2X4 FLOOR JOISTS 24'OC z
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10'-14'WIDE UNITS " 3 a a
o PT 2X6 FLOOR JOISTS 24'OCT Y P I C A L FLOOR FRAMING 2"(O )X 8"X 16"SOLID CONCRETE BLOCKS S w O
AND DOWN ANCHORS SPACED T FROM q o<n
EACH ND,THEN MAX.8'CENTERS.
3/4"OR 5/8"SF PLYWOOD
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2X4(6)PT FLOOR JOIST �RS, INC. j
a 4 Lpp,4onK VX(g�L L.
1294 33859 i
O 26 GA.GALV.ANGLE PLATE
6-3"X.120 NAILS PER PLAT
2X4 PT HEADER ! SUBURBAN, STU CO
PT DOUBLE 2X6 SKIDS •I FLORIDIAN, PINE
_ BARN, GREENHOUSE
NOTE:DOUBLE 2X6 SKIDS DADOED 1.25"DEEP TO ECEIVE CLASSIC, RUFFY ,
FLOOR JOISTS.(4)3"X.120 NAILS AT EACH " AMERICANA, STEEL
CONNECTION. il
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FLOOR DETAILnAA '3-15-12wDf
N.T.S. Iy NONE I
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FRAMING FOR SUBURBAN,FLORIDIAN,STUCCO,PINEYWOOD BARN AND VIN "I
MODELS
RAFTER SCHEDULE: 2X4 RAFTERS 24"O.C. '
USE SINGLE RAFTER FOR SPAN<99".
USE DOUBLE 2X4 RAFTER FOR SPAN MAX.144".
DOUBLE TRUSS OVER DOUBLE
2X4 STUDS NOTE:GABLE ORIENTATION IS SYMBOLIC TO-O C 3 N CA
SINCE GABLE CAN BE IN ERHER �n to
DIRECTION. m I
20 GA.2.5"X 4"MITEK CONNECTOR PLATES o
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EACH SIDE OF TRUSS In o L I
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TRUSS KINGPOST ON TRUSSES>99" ;12 z0
2.5 ROOFING:SEE NOTE#14 ~ "'
1 1/2"X 5"26 GA,GALV.STEEL PLATE iii d
(6)1.25"X.105"NAILS <
LIGHT w
TRUSSjI 2X4#2 SYPKD STUDS < <
OUTLET AND RAFTERS L, Z 00 0
UBLE 2X4
SIDING:SEE NOTE 414 J/ a
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30
(6)3"X.120 NAILSILJ U a a a a
-�—MAX. 12' PER CONNECTION 1 1/2"X 5"26 GA.GALV.STEEL PLATE - 1X4 PURLIN - 1((X)4 SYPKD PURLIN
(6)1.25"X.105"NAILS(TYP.) Sl)7/16" 1 314" 'S
CONNECTION 0.
ROOF FRAMING 2X4(6)FLOOR JOISTDOUBLE PT 2X6 SKIDS Z o >
N.T.S. TYPICAL DOOR FRAMING Qq moo .-
Base Rail or Top Rail DOUBLE 2X4(6),(8):1:12 SLOPE I~— M� X. 13' 9" MAXIMUM DOOR SIZE W n
DOUBLE 2X4,MAX.12'SPAN !•�k 120"W X 84"H p�
END - LL FRAMING
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m #10 Type A ScrewW < Q, Q
a ii N.T.S. y m w m o>
2X4 RAFTERS24"OC i � .�>N
SINGLE 2X4 FOR SPAN<99" 0< z o
Swaged dimple with DOUBLE 2X4 FOR SPAN<144' 0 3
.118"dia.hole OPTIONAL SLOPE ROOF FRAMING : 1 ROOFING:SEE NOTE#14 Ncao
F Z W
o N.T.S.0 3. z 0 0 1 5/8"z 3 1/2".038 Steel Stud 0_
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"APPROVED
-NOTE: THIS MON STRUCTURAIW,RAMING / '
OPTIONAL STEEL S 1 UD DETAIL APPRO ED DETAILMAYVARY FL,;,'DIAN*
DOCUMENT HASNO IONALMNG B N' LROBINB
N.T.S. HASOPTIONALMANSAF�Q.
MAX.OVERHANG IS 6"TYPICAL WIN.FRAMING '=!NON LOAD BEARING AREA OVER DOOR2X4#2 STUDS - RS,INC2X4 TOP PLATE FL59m 24'O.C. 2X4#2 SVP STUDS;24"O.C. 4
n 1X4 PURLIN DADOED+,if FLOORING:SEE NOTE#16
n DADOED INTO INTO STUDS SUBURBAN, STUq
STUDS FLORIDIAN, PINEY:
MAX. 99" SIDING:SEE NOTE#14, BARN, GREENHOUSE
i STEEL FRAME
c.�
m' DOUBLE 2X 2X4(6)FLOOR JOIST
';ij 2010 SW `+
TYPIC-AL CROSS CTION 5-12 3 of i5
1X4 BOTTOM PLATE j OTED
SIDE WALL FRAMING - <; SDALE: , 4" - ,"
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12 " 20 GA.2.5"X 4"MITEK CONNECTOR PLATES
(4)3"X.120 NAILS PER DOUBLE 4 �- EACH SIDE OF JOINT
-2X4 CONNECTION
20 GA.3"X 6'CONNECTOR PLATES
M O Vl f`1
`I AT THIS CONNECTION ON 13'WIDE m v
UNITS ONLY m
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1 1/2"x 5"26 GA.GALV.STEEL PLATE "'I
{I DOUBLE 2X4 STUDS&RAFTERS � 4i
(6)1.25"X.105-NAILS STITCHED W/3'X.120 NAILS 12"OC < d
DOUBLE 2X4 N 3 0
S
X L2
1X4 PURLIN V- Z
1X4 PURLIN (3)7/16'X 1 314' o a z
STAPLES PER CONNECTION cx 3
1 1/2"X 10"26 GA GALV.STEEL PLATE W 1'Z o
(6)1.25"X.105"NAILS(TYP.)
1 X4 BOTTOM PLATE v -0-
Llury
DOUBLE PT 2X6 SKIDm ^o
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TYPICAL DOOR FRAMING: V
13' MAX. ';4 I MAXIMUM DOOR SIZE-
-� 120"W X 84"H cy o M
END WALL ERAN4'I N G oM�
NTS. V Q I
a I 0
1X4 SYPKD ON 6'&8'WIDE UNITS ONLY
W> J '
0
0 1X4 PURLIN 20 GA.2.5"X 4"MITEK CONNECTOR PLb rES o _ o
12 N D I
4 EACH SIDE OF JOINT N ?i
(3) X �— '- "APPROVED" W Lil
STAPLES PER CONNECTION
—\ A z r as 3
20 GA.3"X 6"CONNECTOR P ATES
S DELETE OVERHANG ON RUFFY AT THIS CONNECTION ONa 3'WIDE e Z o-
&AMERICANA MODELS UNITS ONLY. DOCUMENT
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o c�oa�
�2X4 BOTTOM CHORDS ON 10',11'
3 &13'WIDE UNITS ONLY .
16"
� 2X4 STUDS&RAFTERS 24"
c3 (3)3"X.120 NAILS
a PER CONNECTION
ROBIN BUILDERS, INC.
92" MAX. PO BOX 1067
LAKE WALES FL. 38859
1X4 PURLIN ER
MAX.SPAN(IN1 UNDER BEARING (863)638-124
.n EXT IOR WALL
(3)7/16"X 1 3/4" -
STAPLES PER CONNECTION
1 112"X 10"26 GA.GALV.STEEL PLATE 2-2X4 2-2X6
(6)1.25"X.105"NAILS(TYP.)
—1X4 BOTTOM PLATE ® 1/2"PLY �
u A_FILLER-3B RUFFY
CLASSIC
DOUBLE PT 2X6 SKICIS L:jA
ER TYPE MAX.SPAN AMERICANA
o_° I 64"13' MAX. 95" 2010 SW .'.
CROSS SECTION DETAIL -,5-,2 4 °r; 5
4
N.T.S. �, a) r. NONE
FRAMING FOR BUFFY,CIL SSIC AND AMERICA M
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Date
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Ili 1�tAC�t51i't�TL•112ID)F OCRL
USE 1/2"DIA.RED HEADS Module
slum,Ing Plafis>v1 aurtlne r 1H3or33n Corto�Cal4c :-r�
(9 2'FRM EACH END&@ 8'-0.O.C.(MAX)
PATIO ANCHOR MICS-2
OR APPROVED EQUAL m o N
-W/2 1/4"MIN EMBEDMENT w .o
IN 2500 PSI CONCRETE y. 035 GALV.STRAP OF 4750#CAPACITY co m i
bi 0
035 GALV.STRAP OF 4750#CAPACITY OR EQUAL a
STRAP IS THREADED o
THROUGH SLOTTED BOLT
0
31 AS THE BOLT IS TIGHTENED. O DOUBLE PT 2X6 KID Ll;
THE STRAP WINDS AROUND
THE BOLT SHANK. Q on y
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3 1/2"CONCRETE SLAB. 6
CE 30i
W Z C)ix
`-6X6#10/10 WWM
OR FiBERMESH I.
0.
DOUBLE PT 2X6 SKID - :/�
ED(A C31
03
NDI
"APPROVED
ff rq anm ' o
2"(OR 4')X 8"X 16"CONCRETE BLOCK �� /'1{ 1
BLOCKS&TIE DOWN ANCHORS SPACED 2' D O 1 _! 1■ • T
FROM EACH END,THEN ON MAX.8'CENTERS. V V InyJ�i—EN r
TIE DOWN ANCHOR: 5/8'X 30"TWIN 4"ELIXHELIX(#30DHC2)OR
MODEL MRA F(#24DA#C)OR EQUAL FOR R ROOR EQUAL FOR CK DOWN N T O SLAB a _" 4>I
TIE D( ;
^w00 OY0 i
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o Z U Z CLw
TIE DOWN TO GROUND ' 2X4 SYPKD STUD 24"OC
SCALE:2"=1'
112'EXPANSION BOLT @ 48"O C c c`�
2 1/4"EMBED WITH 2"X 1/8"WASHER
2X4 PT BOTTOM PLATE i
it 3 1/2"COryCReiE SLAB d -
/ II
PO OX BUILDERS,I1067
NE.
d ") 8X6#1x/10 WWM KE WALES,FL.33$5
` FLOOR JOISTS AT 24'OC WILL SUPPORT 50 PSF LIVE&DEAD LOADda d 1 OR FIBERMESH ' (863)638-1294
a FLOOR LOADING. 20"
a :'f (3)#5 RODS(MIN.3"CONCRETE COVER)
UNIT WIDTH 6' 8' 10' 12' 13'9' SUBURBAN, STUCCO
n i FLORIDIAN, PINEY
FLOOR JOIST 2X4 2X4 2X6 2X6 2X6 b� e• •
=.i NOTE:BOTTOM PLATE IS ATTACHED TO STUDS BARN, GREENHOUSE
a WITH(2)3"X.120 NAILS&WITH 1 1/2" CLASSIC, RUFFY
'A' 16' I8' 18, 28.5' 40.5' X 14." 6 GA.GALV."U"STRAP AT EACH
:I STUD TO BOTTOM PLATE CONNECTION. AMERICANA, STEEL
s` 8' 40' 60' 84' 84' B4 (10)-1 1/4"X.105 NAILS PER STRAP.
12"� NO'U"STRAP ON STEEL/GREENHOUSE. .••2010 SW
a'
= FOR 125 PSF FLOOR LOAD, 16'OC OR 24'OC FLOOR JOISTS CAN -� , -15-2012 5 of 5
BE USED SO LONG AS DIMENSION'8'IS DIVIDED EQUALLY @ 42' '`
WITH A CENTER SKID AND AN EXTRA SKID IS PLACED UNDER EACH TIE DOWN '.. I�T:HO.U LO O R AS NOTED i
OUTSIDE WALL.
a SC .1—V
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