HomeMy WebLinkAboutProduct Approval f
I= 7 FLA Manufactured(10din�Prujmi
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11 r 3 N6M M,rantbe Street
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Tdahyssee Flafida,123910772
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Kett Lawson,Speretagf Rick Scott,Govemor
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 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,
� +� --0
Robert Lorenzo
Manufactured Buildings Program
cc:Professional Service Industries
li.F7�c,w I C�-__ Plan No. �l;V z'.n._..... � ' � ri
App�oved By
' I�feltaTt➢�..161@°yL°Ci� ..,..-_ !�� "v� � � �' ,
Modular RuUdhig Plans Examiner Morldn C;aOMmoe'' ,t:r
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GENERAL NOTES - Z
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1.THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE 2010 FLORIDA BDG. I o ' I
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 �(La I
EXPOSURE B FOR PARTIALLY ENCLOSED BUILDINGS. PROTECTED PER NEC'2008 ED.P� TURE LOCATIONS&TYPE MAY VARY. I
2',ALL MATERIALS AND LABOR SHALL BE IN ACCORDANCE WITH THE ABOVE CODE AND 13.ALUMINUM WINDOWS - TYPE,F SIZE QUANTITY.AND.LOCATION MAY VARY. '
ALL OTHER APPLICABLE CODES. v ;y o
3.BUILDING CLASSIFIED AS RESIDENTIAL LAWN STORAGE..50/125 PSF FLOOR LOAD. 1 MESAOPTIALU $NU E 4"LAP ALUM +�M,15/6"PTT 11 SIDIGS INCLUDE ONG VINYL SIDINGED 00 o 00
M,'
NOT FOR HABITATION. WITH ENER Y GRACE BACKER, I ER CEMENT PANEL &"STO"STUCCO ON W
5/8"•iDENSE OLtCS GOLD OR SU t UFF.ROOF CpVERINGS INCLUDE ALUMINUM W a,1
OR SHINGLB R OF OVER 5/8"P WOOD WITH 2LAYERS OF 15 LB.FELT OR ti
4.WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. LL
PERMAFILE OVER 7/16"OSB AN tl 5.LEI.FELT. Z zLL N T
5.OUTSIDE OVERALL DIMENSIONS CAN VARY BETWEEN LIMITS AS SHOWN.BUT MEMBER W < I w 0 o
m SPACING SHALL.NOT EXCEED LIMITS AS INDICATED. 15.USE,IR X 1 3/4"16 GA.STAPy FOR ALL CONNECTIONS BETWEEN WOOD M z m o o w i
o SIDING/ROOF AND FRAME: U3 LU C4 (11
r 6.ALL LUMBER TO BE#2 SYPKD Z
16.3/4"PLYWOOD FLOORING SUR CE NAILED WITH 3"X.120 NAIL SPACED G"OC O=M o
EDGE/10"OC FIELD. Q i
0 7.ALL WOOD WITHIN 8"OF GRADE OR IN CONTACT WITH MASONRY SHALL BE TREATED F w� Uv
w FOR GROUND CONTACT WIGALV.FASTENERS. q �-_ U<
17.FOUNDAT(ON,iFOOTING ANDA HORING OF UNIT WILL BE THE OWNER'S y
8
RESPONSIBILITY TO CHECK WIT I LOCAL CODE AUTHORITY TO VERIFY SPECIFIC 3 •I
0 8.TRUSS.DESIGNED 70 SUPPORT D.L.-L.L.=35 PSF. REQUIREMENTS AFFECTING TH ,S NSTALLATION'�SETUP AND UTILITY q z O T
CONNECTIONS TO THIS BUILDIN•.:THE PURCHA ER ASSUMES ALL O O-4 k
RE SP0NSIBILITY•FOR LI. -E WITH LOCAL,COUNTY OR MUNICIPAL CODE U a i
9.ALL ALUMINUM SIDING/ROOFING TO BE 3004 ALLOY CONFORMING TO ASTM B-209, REQUIREMENTS FOR THIS STRU, .URE. i
m 32,000 MINIMUM YIELD STRENGTH. O i
10.USE#8 X 314"TYPE A SHEET METAL SCREW FOR ALL CONNECTIONS BETWEEN 18.ROOF DRAINAGE PER 1503.4&�<903.4 j
ALUMINUM LAP SIDING AND FRAME.USE#8 X 1"WITH 1/2"ALUM.BACK NEOPRENE �'t Na hM kn/luw .Dei
WASHER ATTACHED ON CONNECTIONS BETWEEN ROOF AND FRAME.
SPACING AS FOLLOWS: 1 STRUCTURAL LOAD LIMITATIONS
i
ROOF/SIDING-PERIPHERAL MEMBERS 2112-OC "-
ROOF/SIDING-INTERIOR MEMBERS 5"OC l FLOOR LIVE LOAD: ��NN
' D! A. 50/125 PSF ROBBOX 11067R5, INQ.
a SIDING- 12"OC BOTTOM PERIMETER. K WALES FL 33859
jlj ROOF LIVE LOAD:. (�863� 638—{294 .i
N U !!��1 t
11.DOOR SHALL BE 1"X 1"STEEL TUBE FRAME WITH AN ALUMIN M V �:1 } A 3.O PSF
PANEL INSERT.ALUMINUM TRIM AND ALUMINUM PIANO HINGE ATTACHED WITH 1 '6�'V {'�i ROOF SNOW LOAD: •I
ALUMINUM RIVETS.DOOR ATTACHED TO VERTICAL 2X4.OPTIONAL DOORS INCLUDE f f 1RR`' f` NOT APPLICABLE _
DOUBLE ALUMINUM DOORS,GARAGE DOORS,AND PREHUNG STEEL DOORS.TYPE, .>l,/' �'■� ;f' 1_
SIZE,QUANTITY AND LOCATION MAY VARY.DOOR HEIGHT.—400 SQ..FEET PER•1008.1.1(8)&R311.2. ''f WIND LOAD: UBURBAN, STUCCO
N A. ULTIMATE 190 MPH: NOMINAL 124 MPH FLORIDIAN, PINEY! '. I
4II 0. RISK CATEGORY 1 BARN, GREENHOUSE;
Yi C. B WIND EXPOSURE CATEGORY CLASSIC, RUFFY
m — 1 E. +39.6v 42.9D. Gcpi 5 PSF DOORS INTERNAL PRESSURE AMERICANA, STEEL
I
c
r•r'"' !(f! +49.3, —62.0 WINDOWS ".•.2010 S
r `..5-15-12 1 afj 5'
0
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NONE
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E?.�cPxttrtP A,.JbwP.neP� •
fEntg,Pl2m5,r- amEnei,r Flop'9?a> .'.•,�: ,•�.
NQ E:ADDITIONAL SKID.PLACED UNDER M j
EACH OUTSIDE WALL ON 13'9" N O�N
VARIES TO 50' O" ;;;I WIDE UNITS m m
M
,ml�
PT 2X4(6)FLOOR JOISTS 24"OC 5l8"?;�24"6"HELIX.(OR EQUAL)ANCHOR FOR SOIL c%
N
-PT 2X4(6)RAIL MO L MRA(#24DACI)•OR EQUAL FOR ROCK z
PT DOUBLE 2X6 SKID (3)3"X.120 NAILS O
.03 ALV.STRAP OR CABLE OF 47504 CAPACITY
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"APPROVED" ME.� J¢
B VARIES T' 13' 9" C
DOCUMENT r.5 m��o ;
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0 6'-8'WIDE UNITS L(4)3"X.120 NAILS PER CONNECTION ' v C ?
PT 2X4 FLOOR JOISTS 24"OC a {
0
10'-14'WIDE UNITS '
PT 2X6 FLOOR JOISTS 24"OCT Y P I C A L FLOOR F R,4 I� 119 G "° 3 ~x 3 4
2"(ORf,")X 8"X 16"SOLID CONCRETE BLOCKS q z�O
E AND til DOWN ANCHORS SPACED T FROM cc o<:p
N.T.S. _ EACH ND,THEN MAX..B'CENTERS. i
m :mN ;
.#3/4"OR 5/8"SF PLYWOOD N.. tea."/... mw )
2X4(6)PT FLOOR JOIST 'f ~� .i
ARKKB ��gpULLf F7RSLL;'' INC.::
(�H6638 ?294 3858 .i
26 GA.GALV.ANGLE PLATE .�.�
6-3"X.120 NAILS PER PLAT li
X �
2X4 PT HEADER
SUBURBAN, STU CO
PT DOUBLE 2X6 SKIDS FLORIbm, PINE
_ BARN, GREENHOUSE ;
c� CLASSIC, RUFFY �
e NOTE:DOUBLE 2X6 SKIDS DADOED 1.25"DEEP TO ECEIVE ..r`'` "1 AMERICANA, STEEL
FLOOR JOISTS.(4)3"X.1 20 NAILS AT EACH ? \
CONNECTION.
FLOOR DETAIL AO .j 2G,G Sw
` °3—,s-12 2 of s J
z N.T.S. 4j `VI NONE
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vi .
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u�a1� Pl. S Plan No.
IWze�ul
Win ;,
RAFTER SCHEDULE: 2X4 RATTERS 24"O.C. FAAMING FOR SUBURBAN,FLORIDIAN,STUCCO,PINEYWOOD I�I'M
BARN AND VINODECS
USE SINGLE RAFTER FOR SPAN<99". ,
USE DOUBLE 2X4 RAFTER'FOR SPAN MAX.144".
e(' DOUBLE TRUSS OVER DOUBLE
2X4 STUDS NOTE:GABLE ORIENTATION IS SYMBOLIC , m O N(14
SINCE GABLE CAN BE IN EITHER
DIRECTION. ii 20 GA.2.5"X 4"MITEK CONNECTOR PLATES oLn
!z{ EACH SIDE OF TRUSS M 0 N r1
jjj �k
TRUSS KINGPOST ON TRUSSES>99" 2 _z
2'5 I ROOFING:SEE NOTE#14
1.1/2°X 5"26 GA.GALV.STEEL'PLATE Ii
(6)1.25"X.105-NAILS a
LIGHT i o >a w
TRUSS + 2X4#2 SYPKD STUDS a W
OUTLET U13LE2X4 AND RAFTERS z o0 0
SIDING:SEE NOTE#14------
xz >
w z3�
(6)3"X.120 NAILS 6 U g a
' MAX. 12' I ER CONNECTION 1 1l2°X 5"26 GA GALV.STEEL PLATE 1X4 PURLIN 1((X4 SYPKD PURLIN a a a
(6)1:25"X.105"NAILS(TYP.) /16"S3�7 P 3/4" `S
CONNECTION 0.
ROOF FRAMINGtb m�
2X4(6)FLOOR JOIST >
4 DOUBLE PT 2X6 SKIDS. Z o
N.T.S. i j' TYPICAL DOOR FRAMING W o 00
Co
Base Rall or Top Rall DOUBLE 2X4(6),(8):112 SLOPE I X.')3' 9' MAXIMUM DOORSIZE W
3g' I DOUBLE 2X4,MAX.12'SPAN 4 120"W X 84"H y 1
W 4''L FRAMING
LL #10 Type A Screw ray a Z a; IL o w
-�- ND . L
o I 2X4 RAFTERS 24"OC ;i ti LU O>
DOU 3LE22X4 FOR SPAN<44" " o G z o
Swaged dllnple valth _ p ••v_z
`o� .118"dla.hole OPTIONAL SLOPE ROOF FRAMING ROOFING:SEE NOTE#14 �w o V vO�+
o F Z W
o N.T.S. `.1 z t-D3 a
1 5/8"x 3 112".038 Steel Stud `i 3 z o m
NDI y
L 'NOTE: THIS NO STRUCTURA'{FRAMING
OPl IONAI_ STEEL STUD UD DETAIL APPROVED DETg1L gYVARY,"FLOIIIDIAN"
/� R �t f� HAS NO.
N.T.S. DOCUMENT'
„I� MAXOOVERHANGIS6".
O M 1 Y
TYPICAL WIN.FRAMING
NON LOAD BEARING AREA OVER DOOR
ROBIN BUILDERS,INC.i
2X4 TOP PLATE 2X4#2 STUDS '`I PO BOX 1067 '
m 24"O.C. 2X4 42 SYP STUDSr�" LAKE WALES,FL. 33859
N 24"O.C. ,� .. (863)638-1294
n 1X4 PURLIN DADOED FLOORING:SEE NOTE#16
n 1X4 PURLIN INTO STUDS 'Ij
DADOED INTO G .SUBURBAN, STUC 0
STUDS ( FLORIDIAN, PINEY
MAX" 99" SIDING:SEE NOTE#1 BARN, GREENHOUSE:
SI STEEL FRAME
m' DOUBLE 2X 2X4(6)FLOOR JOIST
—2010 SW
T'YPI �At_ �,jCROSS CTI ON �- 5-12 3 of 15:
1X4 BOTTOM PLATE 1.
SIDE WALL FRAMING °TED
.,d
A
fa #� TJI' Mt ocEc
• sua
4 12 it 20 GA.2:5"X 4"MITEK CONNECTOR PLATES
(4)W X.120 NAILS PER DOUBLE I; EACH SIDE OF JOINT
•2X4 CONNECTION. na.. 1
j 20 GA.3"X 6"CONNECTOR PLATES M o �. ,
AT THIS CONNECTION ON 13'WIDE m N i
UNITS ONLY N is C
m "p j
Loi� .
1 1/2"x 5"'26 GA.GALV,STEEL PLATE z
(6)1.25"'X.105"NAILS
)` DOUBLE 2X4 STUDS&RAFTERS o
DOUBLE 2X4 '!)1 STITCHED W!3"X.120 NAILS 12"OC aw
pit � 3 a I
Fr 0 4 0 1 j
F J qq
#� 1X4 PURLIN z a ! I
1X4 PURLIN (3)7/16°X 1 314" 0 o
1'l/2"X'10"26 GA GALV.STEEL PLATE STAPLE&PER CONNECTION z 3
(6)1.25"X.105"NAILS(TYR.) � U er
r-1 X4 BOTTOM PLATE W a Q
DOUBLE PT 2X6 SKIDS +{ a m to
13' MAX. sa TYPICAL DOOR FRAMING: > I
MAXIMUM DOOR SIZE-
-120"W X'84"H ry m )
END WALL FRA I NG x oMco
1X4 SYPKD ON 6'&8'WIDE UNITS ONLY W a�'.Q, a it
N.T^
N
N 1X4 PURLIN 12 20 GA.2.5"'X 4"MITEK'CONNECTOR PL,4�ES NDI USM O„LL '
(3)7116"X 1 3/4" 4 �— EACH SIDE OF JOINT 0 o m 1>-0
o STAPLES PER CONNECTION —\ '{ �' N `�w`° 0 0
IPPRQV€D �� acz
0 20 GA.3"X 6"CONNECTOR F�;,ATES A z (L
o DELETE OVERHANG ON RUFFY AT THIS EONNECTION ONv 3'WIDE DOCUMENT
}�' 3
u &AMERICANA MODELS / UNITS ONLY. >� OCUM ENT Q �o a
62X4 BOTTOM CHORDS ON 10',11' )
&13'WIDE UNITS ONLY
m .16"
(3)3"X.1 20 NAILS 2X4 STUDS&RAFTERS 24"O'� )
PER CONNECTION ?°I x•. /"••• �. j
92" MAX. ROBIN BUILDERS,INC. .:
3i LAKE WALES FL. 33859
1X4P.URLIN. ; MAX:-SPAN((IN UNDER BEARING (863)636-12 4 ' 1
N (3)7/16"X 1 3/4" I;t EXTE�IOR WALL
1 1/2"X 10"26 GA.GALV.STEEL PLATE STAPLES PER CONNECT! '
(6)1.25"X.105"NAILS(TYR.) "' 2-2X4 2-2X6.
1X4 BOTTOM PLATE
i 1/2"PLY j
q FILLER-13 RUFFY
"+ C '
DOUBLE PT 2X6 SKIDS !jj HEADER TYPE MAX.SPAN LASSIC
AMERICANA I
m _ 13' MAX. iii 8 95" 2010SW ..
qt
CROSS SECTION DETAIL -- `? . °3—+5—+2 4a+ 5
N.T.S. NONE
1
FRAMILtG FOR RUFFY C�$SIC AND AMERICA M I
- - - — - .........
Date
y :X2Ac2carcl A:g uRack I ;
LISE 112 DIA.REQ HEADS #
R�azfat>�� ub1G:Xfa>�'t la�fs La:�x�sLrieir F3ari?� Ce i�lce9e 9� �''.'.'`
chi 2'FRM EACH END.&@ 8'-0"O.C.(MAX) it c,n.m now i
PATIO ANCHOR MICS-2
02
OR APPROVED EQUAL "j( - 0 LnN{, t
W121/4 MIN EMBEDMENT ,035 G,ALV.STRAP OF 4750#CAPACITY m m•
IN 2500'PSI CONCRETE :7 c { i
}- 0
.035 GALV.STRAP.OF 4750#CAPACITY OR EQUAL I N m I
STRAP IS THREADED 0
THROUGH SLOTTED BOLT
AS THE BOLT IS TIGHTENED, (] F L:1 1
THE STRAP WINDS AROUND F R DOUBLE PT 2X6 SKID a r-i
THE BOLT SHANK. d 4. ;- d OI -A
~,ia :�CONCAETE SLAB. A. F j
w O !'
`---6X6#10110 WWM U 4¢!
--DOUBLE PT 2X6 SKID OR FiBERMESH
aT'i''r `�•gP'+�•}.'t�}''i ii t}Yf civ. . ;
NDI
Orn ca
2"(OR 4")X'6-X 16"CONCRETE BLOCK ii' S PROVED"! ;O ED" v a-1 Q 1
BLOCKS&TIE DOWN ANCHORS SPACED 2' Qu-1. j
FROM EACH END;THEN ON MAX.8'CENTERS.
q coca
v TIE DOWN ANCHOR: 5/8°X 30"TWIN 4"HELIX(430DHC2)OR ui
5!8"X 24"6"HELI)C'((#24SH))'OR EQUAL FOR SOIL 'Tl
q
MODEL MRA(#24DAC1)O}2 EQUAL FOR ROCK N l-E CJ 4�1 W N T O S`LA;�B .
o S AL :1F-T— - cV ar p..
.. .Q .Vz =Z0 ( I
o
T B E DOWN T O . . GROUND ( 2X4 SYPKD STUD 24"OC A a ca j
8 SCALE:2"=.1' 0 0 1
1/2"EXPANSION 8017 @ 48"O C O o a {
1i.• 2 114"EMBED WITH 2"X 118"WASHER
,tr} 2X4 PT BOTTOM PLATE' {
• . 2,11 - 3 1!2"CONCR�fE SLAB d �°-a��- � !
•"✓ �, PO BOX 106DER5,INC.
L1 —6X6# Ot WWM 81294FL.3.3>5
OR IB RMESH ' (8 63)
3A
FLOOR JOISTS AT 24'OC WILL SUPPORT 50 PSF LIVE 6 DEAD LOAD
20"
FLOOR LOADING.
n (3)#5 RODS(MIN.3"CONCRETE DOVER}
UNIT WIDTH 6' 8' 10' 12' 13'9" ;( SUBURBAN, STUCCIO I
Fltt}t[D1AN, PINEY
FLOOR JOIST 2X4 2X4 2X6 2X6 2Xb <f� d�' i NOTE:SO PLATE IS A'T'TACHED TO STUDS BgRN, .GREENHOUSjE
WITH j2j 3"X.120 NAILS&WITH 1 1/2" CLASSIC, RUFFY I i
A' 16' 18' 18' 28.5' 40.5° id X 14" 6 GA.GALV."U"STRAP qT EACH
}1 STUp TO BOTTOM PLATE CONNECTION. AMERICANA, STEE 1
0' +0' 60' 84' 84' Sr; {1.0)i 114"X.105 NAILS PER STRAP. S
STRAP.ON STEEUGREENHOUSE.
""2010 SW
a FOR 125 PSF FLOOR LOAD, 16'OC OR 26'OC FLOOR JOISTS CAN' ° -15-201 5 of
BE USED SO LONG AS DIMENSION'8'IS DIVIDED EQUALLY @ 42' -�,- ' } 1 I
WITH A CENTER SKID AND AN EXTRA SKID IS PLACED UNDER EACH T I E D CtJ'~W'N :lTi:q:: 'LO OR
AS NOTED.
OUTSIDE WALL..
I