HomeMy WebLinkAboutProduct ApprovalI
c
RECEiv��
Florida 1019
1 FLA Manufactured Building Pro gram
1 Blair Stone Road
d r 8t F' f Business
f02 SIOnirtmenta� l l��10t1 4C,�9 Depou ty rt Tallahassee,Florida 2399 0772
peC�� uae� Phone:350.487.1924*Fax 850.414.8436
Halsey Beshears, Secretary Ron DeSantis;=.Govemor
August 21, 2019
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: August 20, 2022
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.floridabuilding.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.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
y I3.ia�lt�:d L.�aII�.eclk '�' u� •• �.
Modular RAJ-1in1g Plans Emminer Merida 6WUacmae 3M''t't.
SOJill
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1 \O I I V U I V 1 \� .. �3 4 5 � 0
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GENERAL NOTES - — z o�
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1.THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE 2010 FLORIDA BDG. U w g o a .1
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 � L a< 1
EXPOSURE B FOR PARTIALLY ENCLOSED BUILDINGS. PROTECTED PER NEC 2008 ED.�I' TURE LOCATIONS 8 TYPE MAY VARY.
2.ALL MATERIALS AND LABOR SHALL BE IN ACCORDANCE WITH THE ABOVE CODE AND 13.ALUMINUM WINDOWS - TYPE,. IZE QUANTITY.AND LOCATION MAY VARY. 1 j
ALL OTHER APPLICABLE CODES. XX��
3.BUILDING CLASSIFIED AS RESIDENTIAL LAWN STORAGE. PSF FLOOR LOAD. 1 ME5AOPTIALUM1NUIv1E 4iOLAP ALUMI LC M 15/8 PTT 1U{{y�SID NG,VCORRUGATED
NYL SIDINGIINUM, .�� 00 T j
NOT FOR HABITATION. WITH ENERGY BRACE BACKER; d ER CEMENT.PANEL &"STO"STUCCO ON W
5/8";DENSE ME
-GOL'D OR SU UFF.ROOF COVERINGS INCLUDE ALUMINUM
4.WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. OR SHINGLe ROOF OVER 5/8"PU'WOOD WITH 2-"LAYERS OF 15 LB.FELT OR ti o `+ j
PERMATILE OVER 7/16'OSB ANCE 51B.FELT. v m4 T I
I �
5.OUTSIDE OVERALL DIMENSIONS CAN VARY BETWEEN LIMITS AS SHOWN,BUT MEMBERUSW a rn
m SPACING SHALL.NOT EXCEED LIMITS AS INDICATED. 15. E.7/16"X 1 3/4"16 GA.STAPL{ FOR ALL CONNECTIONS BETWEEN WOOD �z a, ° o w
SIDING/ROOFANO'FRAME: -i' y ww'N >I
6.ALL LUMBER TO BE#2 SYPKD
R 16.3/4'PLYWOOD FLOORING SUR,, CE NAILED WITH 3"X.120 NAIL SPACED 6"OC �_"1 0, w=
EDGE/10"OC FIELD. yr N 0 o
0 7.ALL WOOD WITHIN 8"OF GRADE OR IN CONTACT WITH MASONRY SHALL BE TREATED {i, q _� =Z 1
r FOR GROUND CONTACT W/GALV.FASTENERS. 17.FOUNDATIPWFOOTING AND A(�` HORING OF UNIT WILL BE THE OWNER'S tr<
S RESPONSIBILITY TO CHECK WIT LOCAL CODE AUTHORITY TO VERIFY SPECIFIC N �p 'I
0 8.TRUSS.DESIGNED TO SUPPORT D.L.+L.L.=35 PSF. REt UIREME $AFFECTING TH u NSTALLATION'SETUP AND UTILITY 4 O '
CONNEGTIO 1S TO THIS BUILDIN�.:THE PURCHA15ER ASSUMES ALL O C
RESPOI`7SIBILITY-F.OR COMPLIA E WITH LOCAL',COUNTY OR MUNICIPAL CODE V O a i
a' 9.ALL ALUMINUM SIDING/ROOFING TO BE 3004 ALLOY CONFORMING TO ASTM 8-209, REQUIREMENTS FOR THIS STF2U5 .URE. i
m 32,000 MINIMUM YIELD STRENGTH. b
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
WASHER ATTACHED ON CONNECTIONS BETWEEN ROOF AND FRAME,
SPACING AS FOLLOWS: STRUCTURAL LOAD LIMITATIONS
;
ROOF/SIDING-PERIPHERAL MEMBERS 2 1/2"OC
ROOF/SIDING-INTERIOR MEMBERS 5"OC s,
a SIDING- 12"OC BOTTOM PERIMETER. li„ FLOOR LN LOAD: ROBIN BUILDGERS, INC. •°
A 50/125 PSF K BOXALES FL 33859 )
--- -�- - --- - — - -'--- _ - �•. in' ROOF I LIVE SLOAD:. �863� 636-{294 - .1
---- -- --- - - f
w
11.DOOR SHALL BE 1"X 1"STEEL TUBE FRAME WITH AN ALUMINUM �'vE `•
__ ____ - �p-s,1� .. . � - A. 30 PSF
---
PANEL INSERT.ALUMINUM TRIM AND ALUMINUM PIANO HINGE ATTACHED WITH (' ROOF SNOW LOAD: --- -- - '--- - � -----
D ALUMINUM RIVETS.DOOR ATTACHED TO VERTICAL 2X4.OPTIONAL DOORS INCLUDE �;�/']�f�J�f{' NOT APPLICABLE
WIND LOAD SUBURBAN, STUCCQ
DOUBLE ALUMINUM DOORS,GARAGE DOORS,AND PREHUNG STEEL DOORS,TYPE, �+ r VII '1�
' SIZE,QUANTITY AND LOCATION MAY VARY.DOOR HEIGHT<=400 SO.FEET PER 1008.1.1(8)&R311.2. I.
}t� A ULTIMATE 160 MPH; NOMINAL 124 MPH FLORIDIAN, PINEYI t
;) B. RISK CATEGORY I BARN, GREENHOUSE' i
C. B WIND EXPOSURE CATEGORY CLASSIC, RUFFY ; -
D. GCpi - +-.55 INTERNAL PRESSURE AMERICANA, STEL
m f E. +39.6, -.42.9 PSF DOORS
m +49.3, -62.0 WINDOWS ....2010 Slh
.. NONE
.A
Iii
ILI
•.o a ax• �t�„iFa>{�.�ls�ns��at'�Ettc�rY�4o4•F?F� >�;»rfi,,�• '
NQ,E:ADDITIONAL SKIp.PIACED UNDER M !
i_3 EACH OUTSIDE WALL ON i3'9" Q 3 )
VARIES TO 50' O" ;;I WIDE UNITS m tnN_
PT 2X4(6)FLOOR JOISTS 24 OC5/8" N o o !
}ii 24"6"HELIX,(' EQUAL)ANCHOR FOR SOIL M o m
PT 2X4(6)RAIL MO + L MRA(#24DACI),OR EQUAL FOR ROCK
PT DOUBLE 2X6.SKID (3)3"X.120 NAILS S
03�!^aAM STRAP OR CABLE OF 4750#CAPACITY Q !
i
A Ajn
All
NDI
L wza i
B { ! 7
VARIES T613' 9•' a
,r DOCUMENT 3
Ul a:V b
a
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W t3
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M
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tJ cs
tp p..to z
6'-8'WIDE UNITS (4)3"X.120 NAILS PER CONNECTION '`t t w°o >
PT 2X4 FLOOR JOISTS 24-OC lz v V i
0 10"•14'WIDE UNITS i A '"z Z a
PT 2X6 FLOOR JOISTS 24"OCT Y P I C A L F L d O RFRAMING 2"(OR 1")X 8"'X 16"SOLID CONCRETE BLOCKS C a N 1E -1
AND T DOWN ANCHORS SPACED 2'FROM p a U o 15 �
N.T.S. EACH, ND,THEN MAX.8'CENTERS. o
3 3/4"OR 5f8"SF PLYWOOD
Nn 11Mden/��+w O.L
'4•� !
� k � 2X4(6)PT FLOOR JOIST
v +� Li2L
BQ8 U�(L4pg 1jRS, ING.
26 GA.GALV.ANGLE PLATE ([8�
S4. 3 859 .I
"' 8-3"X.120 NAILS PER PLAT
n 2X4 PT HEADER f"
PT DOUBLE 2X6 SKIDS SUBURBAN, STU CO
— r FLORINAN, PINE
BARN, GREENHO SE
NOTE:DOUBLE 2X6 SKIDS OADOED 1.25"DEEP TO ECEIVE "' ;3z1 CLASSIC, RUFFY�
I FLOOR JOISTS-(4)3"X.120 NAILS AT EACH - i AMERICANA, STEM• ?
AR
CONNECTION. \ '
FLOOR 'DETAIL � ...... f 2010 Sw — r
-15-12 2 at 5
N.T.S.
_ '.'t NONE 1
• l3uEc1,,,..y, ' �S ).2 PlsPs�!`�l1D. �Q )(�.S Gf
FRAMING FOR SUBURBAN,FLORIDIAN,STUCCO,PINEYWOOD BARN AND VIN41,
MODEL'S
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
ra
2X4 STUDS NOTE:GABLE ORIENTATION IS-SYMBOLIC
j N p 3 Ncq
SINCE GABLE CAN BE IN EITHER ;� m �°'O 1
DRECTION. o �
y 20 GA.2.5"X 4"MITEK CONNECTOR PLATES w o
EACH SIDE OF TRUSS n N'nM
KINGPOST ON TRUSSES>99" .2 0
TRUSS
1-1/2'X 5'26 GA.GALV.STEEL'PLATE 2 5 ,' S{f. ROOFING:SSE NOTE#14 g E
.(6)1.25'X,105'NAILS e
o 3 a
= o
LIGHT § o w _F
TRUSS ) 2X4#2 SYPKD STUDS a a
AND RAFTERS
OUTLET UBLE 2X4 p z LL of
IFSIDING:SEE NOTE#14
Q z >
a
-- L # ww 3p m
(6 3"X.120 NAILS U t'EL�a a
MAX. 12' PER CONNECTION 1 112"X 5"26 GA GALV.STEEL PLATE 1X4 PURLIN 1ttX4 SYPKD PURLIN
(6)1-.25"X.1 05"NAILS(TYP.) 534APLES PER4" C
ROOF FRAMING CONNECTION a m o
2X4(6)FLOOR JOIST It Z D
DOUBLE PT 2X6 SKIDS. o >
co
N.T.S. I M;j TYPICAL DOOR FRAMING N o n
Base RailnrTnpRail .6DOUBLE 2X4(6),(8);1':.12SLOPE "7 X. 13' 9" MAXIMUM DOORSILE <Mvco
120"W X 84"H
+"�I� DOUBLE 2X4,MAX.12'SPAN ;,j V Ix,o
END W ;':LL FRAMING
#10 Type A Screw . . - .. W a m W p w
o I 2X4 RAFTERS 24"OC + N.T.S.
o SINGLE 2X4 FOR SPAN<99` Fz
Swaged dimple with DOUBLE 234 FOR SPAN<744• MI _Lo o
118"dia.hole OPTIONAL SLOPE ROOF FRAMING ;!.� ROOFING:SEE NOTE 414 q Nzaa jQqlW
o N.T.S. :} 3 ul�o
0 1 518'x 3 112".038 Steel Stud ,, z p
O U J J
NDI �pa=
L "' µM0 1/ OTfi: THIS NON STRUCTURAI�I+ RAMING J
OPl IONAL STEEL STUD UD DETAIL I,I�1• � I�v ED DETAIL MAY VARY."FLO.-IDIAN" t
}� k HAS NO, VERHANG."B N' - «w-• o r
N.T.S. / q����/y Al� MAX OVERHANGAISBp f1
TYPICAL WIN.FRAMING �A 'YI 1 Y
NON LOAD BEARING AREA OVER DOOR ROBIN BUILDERS,INC:
2X4 TOP PLATE 2X4#2 STUDS FO BO I
24"O.C. 2X4#2 SYP STUDSi, X 067 33859
- -- - 2M1'O.C• --'' - - (863)WALES,-124 L
- - . I - - =--- ---- --- -
'^ 1X4 PURLIN DADOED( FLOORING:SEE NOTE#16
1X4 PURLIN INTO STUDS };it
DADOED INTO :;?.I SUBURBAN, STUC 0.
STUDS FLORIDIAN. PINEYI
MAX. 99" SIDING:SEENOTE III BARN, GREENHOU E'
STEEL FRAME '
a
m' IT7DOUBLE 2X 2X4(6)FLOOR JOIST
o ±,•,'� l .L5- SW ,
1X4 BOTTOM PLATE T Y P I��L_ rC R—O S:S CTI O N ` - 5-12 3 of 15
a. OTED
SIDE : WALL FRAMING ;- n>� SCALE:i1 4" _ ,'
)�.
• J I•(I .. �' i •
,_
y -
•
12 r_'I' 20 GA.2:5"X 4"MITEK CONNECTOR PLATES :1
(4)3"X.120 NAILS PER DOUBLE 4 EACH SIDE OF JOINT
2X4 CONNECTION.
20 GA.3"X 6"CONNECTOR PLATES tna in r
i
AT THIS CONNECTION ON 73'WIDE m 04 w
�
UNITS ONLY 00 a
Ln i
1 1/2"x 5"'26 GA,GALV.STEEL PLATE = DOUBLE' STUDS&RAFTERS g '
(6)1.25"X.105-NAILS DOUBLE 2X4 ', STITCHED W!3°X.720 NAILS 12'OC a < 4.
3 `
} U. Q
z O4) t
1;a 1,X4 PURLIN �- Z •�
1x4 PURLIN } (3)7/16'X 1 314` a Z
1•112"X 10"26 GA.GALV.STEEL PLATE STAPLES,PER CONNECTION z o
(6)7.25"X.105"NAILS(TYP.•) ') v
1E �-7X4 BOTTOM PLATE a-a
DOUBLE PT 2X6 SKIDS v > I )
TYPICAL DOOR FRAMING:
13' MAX. If, } MAXIMUM DOOR SIZE- caj
III '121"W X'84•'H W0 n ; )
END WALL FRA�,11\10
Mo j
a O
1X4 SYPKD ON 6'&8'WIDE UNITS ONLY tf W Q..� a. > ,y
NQIc 12 Q cai=m o
N 1 X4 PURLIN 20 GA.2.5"X 4'MITEK,CONNECTOR PJ
(3)7/16"X 1 3/4" 4 (�- EACH SIDE OF JOINT
OLDPROV€D" rZ �Z LL
STAPLES PER CONNECTION ^ _
20 GA.3"X 6"CONNECTOR RATES "� ~ z=3 A ' )
DELETE OVERHANG ON BUFFY AT7F1iS r ONNECTION ONi I WIDE tt�t- j� J��r A 3 O u y
4 &AMERICANA MODELS / UNITS ONLY. OCUM EN 1
a - 2X4 BOTTOM CHORDS ON 10',11' ! :i
i
8 13'WIDE UNITS ONLY
• e" zxa sruos&RAFTERS 24'q'_,' .
(3)3"X.120 NAILS
PER CONNECTION
92" MAX. ;ij ROBIN BUILDERS,
SOX
1X4 PURLIN 'R1 MAX:•SPAN(INf UNDER BEARING Lgy 63Q Ez§4 L. 38
1 EXTERIOR_WALL
-- - - - - -- (3)7116 X-7 3!4" -
859
STAPLES PER CONNECTION !
1 112'X 10"26 GA,GALV.STEEL PLATE l ;f 2-2X4 2-2X6
(6)1.25-X.105"NAILS(TYP.) �\
=1 X4 BOTTOM PLATE172"PLY
M
FILLE B RUFFY !
=i A CLASSIC, 7
DOUBLE PS 2X6 SKIDS
HEADER TYPE 64MAX.SPAN AMERICANA 1 I
v 13' MAX. `3 B 95" 2010
*3-15-12
SN( �' 1
CROSS SECTION DETAIL —'
- *3-15-12 4 of 5 1
-' «. NONE
N.T.S. 4•
FRAMING FOR RUFFY,Cl� 9StC AND AMERICA M }
• I
x
;. pf'
M1 z3
't. L 1
r
r.:
1,pia Ery .Y
TC9chard R..RURDCk.
USE i/2"DIA.RED HEADS Aaatlalr�I:.a6^�tllntg E'7a�1s Lb-A.m,L or)F3Dr3�n Cera' ict3Ge
@ 2'FIRM EACH END&@ 8'- O.C.(MAX) u,b n,w
PA0"TIO ANCHOR MICS-2
OR APPROVED EQUAL _ r'
012 1/4'MIN EMBEDMENT .!� : c p r w
IN 2500'PSI CONCRETE :^r. 035 GALV.STRAP OF 4750#CAPACITY m to
C Ul
Z ap M i
035 GALV.STRAP.OF 4750#CAPACITY OR EQUAL t i
STRAP IS THREADED
THROUGH SLOTTED BOLT +'
31 AS THE BOLT IS TIGHTENED, a 1
U. a
THE STRAP WINDS AROUND Q {9 _
THE BOLT SHANK. DOUBLE PT 2X6 SKID w} f
A 4 ¢ o<
. : 3 1/2"CbNCAETE SLAB. G ¢I
'i 3 o I 1
};:s `-6X6 410/10 WWM u a I I
f OR FIBERMESH <¢1
DOUBLE PT 2X6 SKID
:r::' :.;:::.,:,?::..1: I D a > 1
APPROVED
w moo
;
, ,{ ll l P ?f R o M v E
2'(QR 4")X 8"X 16"CONCRETE BLOCK o "
BLOCKS&TIE DOWN ANCHORS SPACED 2' "
FROM EACH END;THEN ON MAX.W CENTERS. }� rn' W Q"I u J
tTlOWN ANCHOR: 518"X 30"TWIN 4"HELIX(#30D C2)OR A./'o�� (cnnAw
5/8"X 24"6'HELIX'((#24SH))'OR EQUAL FOR SOIL Jo a N o-01
a MODEL•MRA(#24DAC1)OR EQUAL FOR ROCK' - T O S '�5
,-I E.. .D (ll'W N'' .. 'LA.B C1sri,
r
SCALE:1"=INw� o vz1 I
"s .E DOWN ' TO . GROUND 2X4 SYPKD STUD 24"OC A � ��3 g
SCALE:2"=1' z u 0.0 F
n 1/2"EXPANSION BOLT @ 48"O C o a
u/ 2 1/4"EMBED WITH 2"X 1/8"WASHER i
y 2X4 PT BOTTOM PLATE
m !•
CONCRE SLABa
ROBIN BUILDERS,INS. f
Q I;. 6X6#1a/10 WWM PO BOX 1067
FLOOR JOISTS AT 24'OC WILL SUPPORT 50 PSF LIVE 6 DEAD LOAD aQ s) OR FIBERMESH ' LAKE WALES,FL.3385
- 4- — —FLOOR LOADING. - -- -- - - --
_- _ - _- 20" d (863)638-1294
C s (3)#5 RODS(MIN.3"CONCRETE COVER)
n UNIT WIDTH 6' 8' 10' 12' 13'9"
SUBURBAN, STUCCO
FLOOR JOIST 2X4 2X4 2x6 2X6 2x6 Q• QA. i FLDRIDIAN, PINEY
_ ?';r 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
ys� X 14 6 GA GALV "U"STRAP AT EACH
STU TO BOTTOM PLATE CONNECTION. AMERICANA, STEE I
40' 60' 84' 84' 84' "1 (1.0):1 1/4'X.1 05 NAILS PER STRAP.
NO'U"STRAP.ON STEEL/GREENHOUSE.
�. '� —1010Sw " }
LLL'
LOOR LOAD 16'OC OR IS OC FLOOR JOISTS CAN' -15-201 5 ofONG AS DIMENSION'B'IS DIVIDED EQUALLY Q 42' „ER SKID AND AN EXTRA SKID IS PLACED UNDER EACH• ' " �',,,}�•���L.. TIE D 'O'W'N V�/�OUL O'O'R As NGTEo. i
sc •, ,'