HomeMy WebLinkAboutProduct Approval FLA Manufactured 13016ng ProVarti
E!S 1e5f ; 1940 North Monroe Sheet
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rof-essi TaUhassee, Plorida323 0772
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Ken Lawson,Secretary Rick Sco%Governor
September 03, 2016
Lewis Hartley
Robin Builders,Inc. - FL
Post Office Box 1067, 14915 Hwy 27 S.
Lake Wales, FL 33859
RE: Manufacturer Certification, ID MFT-55i 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 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.floridabuildina.org)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,floridabLilldina.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
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GENERAL NOTES i ' z o4 • i
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1.THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE 2010 FLORIDA BDG. 12.ALL'WIRE SH ALL'BE#12 THHN upQQQLID COPPER WITH GROUND.WIRING
CODE-R AND ASCE 7 FOR 160 MPH ULTIMATE WIND SPEED,(3 SECOND GUST) PROTECTED PER NEC 2008 ED.Rj KTURE LOCATIONS 8 TYPE MAY VARY: a arc J
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 QUANTITY.AND.LOCATION MAY VARY. i
ALL OTHER APPLICABLE CODES. E v ;y o :1
r 14.OPT'IONjh-,EXX'-VI' RIOR WALL C ERINGS INCLUDE CORRUGATED ALUMINUM, ,�„ o, '(- •I
3.BUILDING CLASSIFIED AS RESIDENTIAL LAWN STORAGE.;501125 PSF FLOOR LOAD. MESA ALUM NUlvt,'4"LAP ALUMI M,516"PT T-1(1 SIDING,VINYL SIDING a0
NOT FOR HABITATION. WITH EN ffiY BRACE BACKER; 'I, ER CEMENT PANEL &"STO STUCCO ON CW <M
508 DENSE. LASS-GOLD OR SO 2 UFF.ROOF COVERINGS INCLUDE ALUMINUM
4.WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. OR SHINGLE ROOF OVER 518"PU,WOOD WITH 2?LAYERS OF 15 LB.FELT OR ti m
PERMATILE OVER 7/16'OSB ANO!,5.LB.FELT. V mLL t
d 5.OUTSIDE OVERALL DIMENSIONS CAN VARY BETWEEN LIMITS AS SHOWN,BUT MEMBER W < m a c it i
m SPACING SHALL.NOT EXCEED LIMITS AS INDICATED. 15.USE 7116"X 1 3/4"16 GA STAP�T FOR ALL CONNECTIONS BETWEEN WOOD, mw om o w z
SIDING/ROOF AND FRAME: �>.N
0 6.ALL LUMBER TO BE#2 SYPKD
R 16.3/4"PLYWOOD FLOORING SURF CE NAILED WITH 3"X.120 NAIL SPACED 6"OC cox� o..a?
EDGE/10"OC FIELD.
0 7.ALL WOOD WITHIN 8"OF GRADE OR IN CONTACT WITH MASONRY SHALL BE TREATED T ^F� ?Z !
FOR GROUND CONTACT W/GALV.FASTENERS. 1
S 17.FOUNDATIOWFOOTING AND A' HORING OF UNIT WILL BE THE OWNER'S 3 N 3
RESPONSIBILITY TO CHECK WIT LOCAL CODE AUTHORITY TO VERIFY SPECIFIC
8.TRUSS.DESIGNED TO SUPPORT D.L.+L.L.=35 PSF. REQUIREME S AFFECTING TH NSTALLATION'$ETUPRND UTILITY q u T
CONNEGTIOS TO THIS BUILDIN THE PURCHAISER ASSUMES ALL o a: M
9.ALL ALUMINUM SIDING/ROOFING TO BE 3004 ALLOY CONFORMING TO ASTM B-209, RESPONSIBILITX'FOR COMPLIA E WITH LOCAL,COUNTY OR MUNICIPAL CODE U O a i
a 32,000 MINIMUM YIELD STRENGTH. REQUIREMENTS FOR THIS STRU', URE. S
j
10.USE#8 X 314"TYPE A SHEET METAL SCREW FOR ALL CONNECTIONS BETWEEN 18.ROOF DRAINAGE PER 1503.4 8ii3903.4 j
ALUMINUM LAP SIDING AND FRAME.USE#8 X 1"WITH 1/2"ALUM.BACK NEOPRENE '``II a aw b�. oar
WASHER ATTACHED ON CONNECTIONS BETWEEN ROOF AND FRAME. STRUCTURAL LOAD LIMITATIONS i
SPACING AS.FOLLOWS:
ROOF/SIDING-PERIPHERAL MEMBERS 2 112"OC FLOOR LIVE LOAD: I
ROOF/SIDING-INTERIOR MEMBERS 5"OC
a 'SIDING- 12"OC BOTTOM PERIMETER. "� n 50/1.25 PSF ppROBIIN01B BUILDERS, INC.
D� LAKE WALES FL. 33959
ROOF LIVE LOAD:. 1663) 638-{294
°f A. 30 PSF
a 11.DOOR SHALL BE 1"X 1"STEEL TUBE FRAME WITH AN ALUMINUM }}.{:'� fr` ?I f
1.�VED 1
PANEL INSERT.ALUMINUM TRIM AND ALUMINUM PIANO HINGE ATTACHED WITH p� � (i; ROOF SNOW LOAD:
n ALUMINUM RIVETS.DOOR ATTACHED TO VERTICAL 2X4.OPTIONAL DOORS INCLUDE r ,I �r �;[' NOT APPLICABLE
DOUBLE ALUMINUM DOORS,GARAGE DOORS,AND PREHUNG STEEL DOORS.TYPE, . ., .. �'VI�'\IT!.�
SIZE,QUANTITY AND LOCATION MAY VARY.DOOR HEIGHT<=400 SQ.FEET PER 1008.1.1(8)&R311.2. MM 11 Ik WIND'LOAD: SUBURBAN, STUC�Cj 'i
i� A ULTIMATE 160 MPH; NOMINAL 124 MPH FLORIDIAN, PINEY] '. I
'I B. RISK CATEGORY 1 BARN, GREENHOUSE
r! C. B WIND EXPOSURE CATEGORY CLASSIC, BUFFY
5
AMERICANA, STE 'L .:
ii D. GCpi -
+ .55 INTERNAL PRESSURE 'i
E. +39.6, -.42.9 PSF DOORS.
,,,�•�"' ;FS? +49.3, -62.0 WINDOWS .r..2010 S
"F)
:E
NONE p
Imnsiva^t minor Fiorl dza
mv NOE:ADDITIONAL SKID-PLACED UNDEREACH OUTSIDE WALL ON 13'9" N' ON VARIES TO 50' O" ;I WIDE UNITS m m -PT 2X4(6)FLOOR JOISTS 24 OC "�!24"6"HELIX.(OR EQUAL)ANCHOR FOR SOIL M o a
-PT 2X4(6)RAIL MOR L MRA(424DACI).OR EQUAL FOR ROCK ' N
PT DOUBLE 2X6 SKID (3)3"X.120 NAILS !!!!!! W
.03 ALV.STRAP OR CABLE OF 4750#CAPACITY o i
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A J
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UinL� t \ <yI o zoo
i NDI Ix mz
1 :1
M :"APPROVED" �gJ�
E3 VARIESl'b 13' 9"
DOCUMENT
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o A �Zm a O {
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00
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6'-8'WIDE UNITS (4)3"X.120 NAILS PER CONNECTION W =Z 1
PT 2X4 FLOOR JOISTS 24"OC
n
10'-14'WIDE UNITS
r PT 2X6 FLOOR JOISTS 24"OCT Y P I C A L FLOOR F R A IVI I I�G 2"(0 ")X 8"X 16"SOLID CONCRETE BLOCKS 3 y
g AND t� DOWN ANCHORS SPACED 2'FROM q o u r
w NX.S. EACH ND,THEN MAX.8'CENTERS. o a
�314"OR 5/8"SF PLYWOOD
2X4(6)PT FLOOR JOIST
8 UI� EARS; IN;C::: 'I
a
O 26 GA.GALV.ANGLE PLATE I6 9_1294 33858
6-3"X.120 NAILS PER PLAT { j
x , 1�......_
'I SUBURBAN, STU CO
,.� 2X4 PT HEADER I
PT DOUBLE 2X6 SKIDS FLORIbIAN, PINEf
I' BARN, GREENHOUSE
NOTE:DOUBLE 2X6 SKIDS DADOED 1.25"DEEP TO ECEIVE .,,,rte'" CLASSIC, RUFFY•
FLOOR JOISTS.(4)3"X.120 NAILS AT EACH AMERICANA, STEEL.
CONNECTION. �!
FLOOR DETAIL AO ;=II "210 Sw
is '3-15-12 2 o5
�Y N.T.S. NONE i
'i)
Phis No.
lmad L.Ru nock
FRAMING FQR SW(JOD BARN AND UBURBAN,FLORIDIAN,STUCCO,ISINEYVIN.+ MODEL'S - -_• '
RAFTER SCHEDULE: 2X4 RAFTERS 24'0.C. — e�.. {
USE SINGLE RAFTER FOR SPAN<99". + °'•°
USE DOUBLE 2X4 RAFTER FOR SPAN MAX.144".
{' DOUBLE TRUSS OVER DOUBLE {I ' p LnN
2X4 STUDS NOTE:GABLE ORIENTATION IS SYMBOLIC to �N j
SINCE GABLE CAN E35 IN EITHER {
DIRECTION. o� i
20 GA.2.5"'X 4"MITEK CONNECTOR PLATES M
EACH SIDE OF TRUSS , N M
z
KiNGPOST ON TRUSSES>99" .; 2 F_ U!
TRUSS 2.5 })� ROOFING:SEENOTE#14 =
1-1/2'X 5"26 GA.GALV.STEEL PLATE ( a
(6)1.25"X.105-NAILS a o
��
LIGHT 2X4#2 SYPKD STUDS a w o a
AND RAFTERS z. p
TRUSS OUTLET UBLE2X4 o H o"a
SIDING:SEE NOTE#14� m o
w a
4 zx a a
(6)3"X.120 NAILS 1X4 PURLIN 1X4 SYPKD PURLIN
PER CONNECTION 1 1/2"k5'26 GA-GALV.STEEL PLATE rr3 7/16"X 1314".
MAX. 12' (6)1;25"XA05"NAILS(TYP-) CrAPLESPER 0.
CONNECTION m a-a
ROOF FRAMING
2X4(6)FLOOR JOIST "DOUBLE PT 2X8 SKIDS. •?47 0 >
Y TYPICAL DOOR FRAMING W to
N.T.S. X.'.13' g'+ MAXIMUM DOOR SIZE W <M m
Base Rail or Top Rail DOUBLE 2X4(6).(B);1:.12 SLOPE 120°W X 84°H o p
33"__-� DOUBLE 2X4,MAX.12'SPAN { z J a
EN!] 1N : LLL FRAMING
—(— #10 Type A Screw N _ r W w
::, .: .:T.S'
q t .. 2X SINGLE 2X4 FOR SPAN<99" Fi v=m O•.pz
N DOUBLE 2X4 FOR SPAN<144° . N o
Swaged dimple with ROOFING:SEE NOTE#14 + Ij
a 118"dia.hole OPTIONAL SLOPE ROOF FRAMINGz =< .�
a N.T.S. `} 3 N o
ry
1518-x 3 112"-038 Steel Stud Q ��
NDI
ti
144
OPTIONAL STEEL STUD DETAIL �!rA r�V tJ oTE:.Ttlis NON STRUCTURAYVARY.'FLO DIAN"RAMIf
v� DETAIL.,
VARY."FL0�IDIAN"
a t : Hp�S NO, VERHANG.'{ ji
BR,pN'
N.T.S. DOCUMENT MAX.00VERHANGS6P. f' �W-
TYPICAL WIN.FRAMING V`*d' ROBIN BUILDERS,INC-
NON LOAD BEARING AREA OVER DOOR i LAKBOX
WA8,FL.33 59
2X4#2 STUDS } 6
2X4 TOP PLAT£ 24°O C 2X4#2 SYP STUDSI'.;n (863) 638-1294
w 24"O.C.
di
1X4 PURLIN DADOED2 FLOORING:SEE NGTE#16
1X4 PURLIN INTO STUDS i� SUBURBAN. STUC4 0:
n DADOED INTO r FLORIDIAN, PINEY!
STUDS '
BARN, GREENHOUSE'
MAX- 99" SIDING:SEE NOTE 1114{. STEEL FRAME
2X4(6)FLOOR JOIST''''
„ m DOUBLE 2X e,.f ""°2010 SW .r ! •
TYPICAL' C7 R0 :S TI ON
- -12 3 of j5:
1X4 BOTTOM PLATE i
'
SIDE WALL. FRAMING -' `' OTED
� SCALE: i 4' 1'
:m
Iuf<
J
II
!� FL-.a No.
M.`R z 4 / --- ---
l rt4 I.�bul,'.ocEc
• M
12 20 GA.2;S"X 4"MITEK CONNECTOR PLATES
(4)3"X.120 NAILS PER DOUBLE 4 EACH SIDE OF JOINT e
2X4 CONNECTION. y{.
20 GA.3"X 6"CONNECTOR PLATESl '
AT THIS CONNECTION ON 13'WIDE m N,`V {
UNITS ONLY
1 I
t00
o
0
N i
cl
1 1/2"x 5"26 GA.GALV.STEEL PLATE z j
(6)1.25"X.105-NAILS f9 DOUBLE 2X4 STUDS&RAFTERS O
.DOUBLE 2X4 ) STITCHED W/3"X.120 NAILS 12"OC Wa 1
a
_
f 1.X4 PURLIN
1 X4 PURLIN (3)7/16"X 1 314" 0
1 112"X 10"26 GA.GALV.STEEL PLATE j! STAPLES.PER CONNECTION t= ix 3 t
(6)1.25"X.105"NAILS(TYP.,) i 1, w z
j -1 X4 BOTTOM PLATE
[f 1 1
DOUBLE PT 2X6 SKIDS ;% 4 m vi m
TYPICAL DOOR FRAMING: Z
13' MAX. MAXIMUM DOOR SIZE- r o
t?
120"W X84"H W o m 1
END WALL FRA ',SING oM
N. o N 6-1 A
1X4 SYPKD ON T&8'WIDE UNITS ONLYZ 1 IL o�
_)
N 1X4 PURLIN 12 20 GA.2.5"X 4"MITEK'C0NNECTO R PLATES N D(. U=M o � 1
(3)7116"X 1 314" 4 �— EACH SIDE OF JOINT g. o U r- O
N STAPLES PER CONNECTION —� } '"APPROVED" LVE uzulll
0 20 G.A.3"X 6"CONNECTOR 41 ATES q Z
$ DELETE OVERHANG ON RUFFY AT THIS OONNECTION ON'! 3'WIDE I)OC T
I
&AMERICANA MODELS / UNITS ONLY. �/®\jU EN 1 Q 0 o a
G 2X4 BOTTOM CHORDS ON 10',11' I
&13'WIDE UNITS ONLY
m 16"
(3)3"X.120 NAILS 2X4 STUDS&RAFTERS 24"O,'
PER CONNECTION I wwb"p•w uu
j
.i
92" MAX. :j ROBIN BUILDERS, INC. .
t'.aI LAKE WALES FL. 3859
Y 1X4 PURLIN. MAX.SPAN((IN UNDER BEARING (863)638-1244
N (3)7/16"X 1 314" I' EXTEFIOR WALL
1 112"X 10"26 GA.GALV,STEEL PLATE STAPLES PER CONNECT]d j
(6)1.25"X.1 05"NAILS(TYR.) ::p 2-2X4 2-2X6
' -1X4 BOTTOM PLATE
' �1/2"PLY
u ;ti A FILLEF��B RUFFY
CLASSIC'
E! DOUBLE PT 2X6 SKIDS `j HEADER TYPE MAX.SPAN AMERICANA 1
m13' MAX. ;! a 95"
""2010.'SW
CR OSS SECTION DETAIL °�-,5-,2 4 of 5
1
N.T.S. ... l �%I NONE
Y FRAM UG FOR RUFFY,C SSIC AND AMERICA M ;
v
lasGB £ .7 /J tr rMaa'Npa_ -
af>�ti+ s6131tatt rlavis 1;h hriREhair)Flarlda Corti r.Rie
USE U2"DIA.RED HEADS 14�ei1"
@ 2'FRM EACH END•&@ 8'-0"O.G.(MAX}
PATIO ANCHOR MICS-2 nil ORAPPROVED EQUAL LnWl2114"MIN EMBEDMENT N "6O035 GALV.STRAP OF 4750#CAPACITY
IN 2500'PSI CONCRETE
Ln
rn
p i
. .035 GALV.STRAP.OF 4750#CAPACITY OR EQUAL
STRAP IS THREADED
THROUGH SLOTTED BOLT = i` p
AS THE BOLT IS TIGHTENED, t- w
THE STRAP WINDS AROUND DOUBLE PT'2X6 KID a
��I
THE BOLT SHANK,
n 3 112"CUNtAETE SLAB.
''•i ._.— Lu
6X6#10/10 WWM U ¢¢ ,
OR FIBERMESH
DOUBLE PT 2X6 SKID ! i
t� " f 4 aM� k
co
RO:V. D" ca
2"(OR`4")X 8"X 16"CONCRETE BLOCK �, I E.
BLOCKS 8 TIE DOWN ANCHORS SPACED 2' ZL,t. i
FROM EACH END;THEN ON MAX.8'CENTERS. �' Z W a p I
a TIE DOWN ANCHOR: 5/8*X 30"TWIN 4"HELIX(430QHC2)OR SOIL ` o< rr
DCUIVT .
518"X 24.6"HELIX(#24SH)OR EQUAL FOR =rn W
MODEL MRA(#24DAC1)OR EQUAL rOR ROCk' T I'E -Q(t
W N T C� SLAB'
0 8 SCALE:1"=1.. r w 00 yyc
s T I.E DOWN TO G R CJ N D x 2X4 SYPKD STUD 24"OG A 3 4 g
SCALE:2"=.1' Z v�a
" 1/2"EXPANSION BOLT @ 48"O C v o aC ,
2 1114"EMB@D WITH 2"X 118'WASHER
2X4 PT BOTTOM PLATE'
z -
_
.p•. .4 .yt� rao. wNdwt.". p
Q Q
rl - 'CONCR�fE SL B'd .......W:.. .. j
f ROBIN BUILDERS,IN�.
t' PO BOX-1067 '
.4 6X6#1'0!10 WWIM KE WALES,FL.33 5
d 7 I OR FIBERMESH ' (863)638-1294
FLOOR JOISTS AT 24.OC WILL SUPPORT 50 PSF LIVE 8 DEAD LOAD 20" d
FLOOR LOADING.
n ( (3)45 RODS(MIN.3"CONCRETE COVER)
UNIT WIDTH b' 8' IO' I2' I3'4" SUBURBAN, STUCCO
M FLOOR JOIST 2X4 2X4 2X6 2Xb 2Xb a* n•. • FLORIDIAN, PINEY yyy(
NOTE:BOTTOM PLATE IS ATTACHED TO STUDS _ BARN, .GREENHOUSE
{ WITH j2}3"X•120 NAILS R WITH 1 1/2" CLASSIC, ftUFFY I
A Ib' ' IT I8• 28.5' 40.5° .. X 14" 6 GA.GALV."U",STRAP AT EACH
E 10 b 1!�'X 105 NAILS PER STRAP TION. I
AMERICANA, STEEL
v •g• 40" 60' 84" 84' - .61: .. i 2„ s 'L—AN
mO}°U STRAP.ON STEEUGREENHOUSE.
SWFOR I25 PSF FLOOR COAD, Ib'OC OR 24'OC FLOOR JOISTS CAN" ; , 201 5.4fBE USEp SO LONG AS DIMENSION'0"IS DIVIDED EQUALLY C 42" 4WITH A CENTER S!{ID AND AN EXTRA SKID IS PLAGEO UNDER EACH' �'iE, .•�+ N ';, I:TH:;�jt �'LO(O'RTED.'
z OUTSIDE WALL,
SC R.
a I..
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