HomeMy WebLinkAboutEngineering R I_ L , .. ..., DEC 18 2015
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FLA P:ianu�c€ured8wildirg Program
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Profe sib'I �� Tarahassee, Fla da 32M-OM
i f n 45,0 T.1824,Fax;850.4114.84 a.
Ken Lawson,Secr tang 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.floridabuildino.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.
Siinnce/rely,
Robert Lorenzo
Manufactured Buildings Program
cc:Professional Service Industries
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Modulw Buildhig Plans EmurJn Morida 60wage
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GENERAL NOTES _
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1.THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE 2010 FLORIDA BDG. 12.ALL WIRE SHALL BE#12 THHN�QQi LID COPPER WITH GROUND.WIRING g J
CODE-R AND ASCE 7 FOR 160 MPH ULTIMATE WIND SPEED,(3 SECOND GUST) PROTECTED PER NEC 2008 ED.F;I TUBE LOCATIONS&TYPE MAY VARY: I`IL a
EXPOSURE B FOR PARTIALLY ENCLOSED BUILDINGS.
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. !f( C5 ;w
14.OPTIONAL;EXtERIOR WALL C '�IERINGS INCLUDE CORRUGATED ALUMINUM, i
3.BUILDING CLASSIFIED AS RESIDENTIAL LAWN STORAGE. PSF FLOOR LOAD. MESA ALUM NUM,'4"LAP ALUMI M.5/8"PT T-1(1 SIDING,VINYL SIDING Go I
NOT FOR HABITATION. WITH ENERrY BRACE BACKER; 'f ER CEMENT PANEL &"STO STUCCO ON W a M
518";DENSE. L S$'GOLD OR SO I.UFF.ROOF CQVERINGS INCLUDE ALUMINUMlo
4.WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. OR SHINGLE ROOF OVER 5/8"P OOD WITH 2?LAYERS OF 15 LB.FELT OR ti o a'
PERMATILE OVER 7/16"OSB AN�'$S.LB.FELT.
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5.OUTSIDE OVERALL DIMENSIONS CAN VARY BETWEEN LIMITS AS SHOWN,BUT MEMBER I_S W a m w p
15.USE 7/16"X 1 3/4"16 GA.STAP FOR ALL CONNECTIONS BETWEEN WOOD si � w _'
SPACING SHALL.NOT EXCEED LIMITS AS INDICATED. SIDING/ROOF AND'FRAME: 4i: �i a
E 6.ALL LUMBER TO BE#2 SYPKD �,i ys tea^
r 16.3/4"PLYWOOD FLOORING SURF, CE NAILED WITH 3"X.120 NAIL SPACED 6"OC O o=� o tL••
EDGE/10"OC FIELD. Q
a 7.ALL WOOD WITHIN 8"OF GRADE OR IN CONTACT WITH MASONRY SHALL BE TREATED
FOR GROUND CONTACT WIGALV.FASTENERS. z
17.FOUNDATION,iFOOTING ANDA HORING OF UNIT WILL BE THE OWNER'S 3 ai a.3 I
S RES.PONSIBILI7'1'TO CHECK WITI "OCAL CODE AUTHORITY TO VERIFY SPECIFIC p
8.TRUSS DESIGNED TO SUPPORT D.L.+L.L.=35 PSF. REQUIREMENT$AFFECTING TH /,NSTALLATION'LLSETUP AND UTILITY q a rr
E CONNEOTIONS 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 o a
32,000 MINIMUM YIELD STRENGTH. REQUIREMENTS FOR THIS STRU. URE.
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10.USE 48 X 314"TYPE A SHEET METAL SCREW FOR ALL CONNECTIONS BETWEEN 18,ROOF DRAINAGE PER 1503.4&1903.4
ALUMINUM LAP SIDING AND FRAME.USE#8 X 1"WITH 1/2"ALUM.BACK NEOPRENE 1
WASHER ATTACHED ON CONNECTIONS BETWEEN ROOF AND FRAME. j STRUCTURAL LOAD LIMITATIONS
SPACING AS FOLLOWS: i
ROOF/SIDING-PERIPHERAL MEMBERS 2 112"OC
ROOF/SIDING-INTERIOR MEMBERS 5"OC FLOOR LIVE LOAD. :I
a SIDING- 12"OC BOTTOM PERIMETER. i ROBIN BUILDERS, INO,
'DI A. 50/125 PSF 0 BOX 1067 '
ROOF LIVE LOAD:. K WALES FL 33859
. *'A ,,11: 86� 638-{294 j
r . .OVED7� A. 30 PSF !
a 11.DOOR SHALL BE 1"X 1"STEEL TUBE FRAME WITH AN ALUMINUM , 1 r!` i
PANEL INSERT.ALUMINUM TRIM AND ALUMINUM PIANO HINGE ATTACHED WITH ' ROOF SNOW LOAD:
ALUMINUM RIVETS.DOOR ATTACHED TO VERTICAL 2X4.OPTIONAL DOORS INCLUDE (t NOT APPLICABLE _
DOUBLE ALUMINUM DOORS,GARAGE DOORS,AND PREHUNG STEEL DOORS.TYPE, ,U'M�AJT �i
SIZE,QUANTITY AND LOCATION MAY VARY.DOOR HEIGHT<=400 SQ.FEET PER 1008.1.1(8)&R311.2.
ENT":
1 11 WIND LOAD: 7SUBURBAN, STUC�O.
A ULTIMATE 160 MPH; NOMINAL 124 MPH FLORIDIAN, PINEYI 1
}i B.'RISK CATEGORY 1 BARN, GREENHOUSE' i
:rl C. B WIND EXPOSURE CATEGORY CLASSIC, BUFFY A
D. GCpi +7.55 INTERNAL PRESSURE AMERICANA, STEEL::
I
i � E. +39.6, -42.9 PSF DOORS
m'
+49.3, -82.0 WINDOWS 2010 S
lad. '�-15-12 1 afj 5"
i
;+ r NONE
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,
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1'J.d:nrcl L,RuP odk .
.o a 63:3Pe - land a^mntnerFlorf4n s q. ,,,4• i
cw,a na. i
NC1'E:ADDITIONAL SKID.PLACED UNDER01)
rn
?; WIDE UOUTS
VARIES TO 50' O" DE WALL ON 13'9" t y N
PT 2X4(6)FLOOR JOISTS 24"OC 5/8" ;,24"6"HELIX.(OR EQUAL)ANCHOR FOR SOIL
N7 00
PT 2X4(6)RAIL MagiL MRA(#24DAC1):OR EQUAL FOR ROCK o 'N
PT DOUBLE 2X6 SKID (3)3"X.120 NAILS iii Lq
-- r .03 3ALV.STRAP OR CABLE OF 4750#CAPACITY ~
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A Wk
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NDI cr ~ 3it
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{ "4PPRC?VED" 1Z CL a
B VARIES T'b 13' 9"
DOCUMENT
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Q
6'-8'WIDE UNITS (4)3"X.120 NAILS PER CONNECTION '+.+ y w m U v O Z j
PT 2X4 FLOOR JOISTS 24"OC q Z
0
10'-14'WIDE UNITS t °'3 Q .:
PT 2X6 FLOOR JOISTS 24"OCT Y P I C A L F L 0 0 R F R A IVI i N G 2 (OR) ")X 8"X 16"SOLID CONCRETE BLOCKS q z v o
AND DOWN ANCHORS SPACED T FROM O U� j
N.T.S. EACH!,ND,THEN MAX.8'CENTERS. o a n
�yJ 3/4"OR 5/8"SF PLYWOOD
�.� X". Itwldon/I�w. OeM
I
�j ir.arr ; II
2X4(6)PT FLOOR JOIST B U� ljRS, INC.:: j
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26 GA.GALV.ANGLE PLATE i6�8-1294
6-3"X.120 NAILS PER PLAT �•i - ,I
X I
2X4 PT HEADER 1 SUBURBAN, STUCO j
PT DOUBLE 2X6 SKIDS
FLORIbIAN, PINE,
BARN, GREENHOUSE
-- ;y CLASSIC, RUFFYt
NOTE:DOUBLE 2X6 SKIDS DADOED 1.25"DEEP TO ECEIVE I AMERICANA, STEL LI ��
a FLOOR JOISTS.(4)3"X.120 NAILS AT EACH r "`�
CONNECTION. .
2010 SW t .
t FLOOR DETAIL 1 °3-15-12 2 oi 5
N.T.S. \I r NONE
• (pl. VVV l
X ,
:
.'1 .
V S 41
T1s a N . _. _.__... ..._
FRAMING FOR SUBURBAN,FLORIDIAN,STUCCO,PINEYWOOD BARN AND VIN "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
l
2X4 STUDS NOTE:GABLE ORIENTATION IS SYMBOLIC N
SINCE GABLE.CAN BE IN EITHER ;;� - m m 1
DIRECTION.
20 GA:2.5"X 4"MITEK CONNECTOR PLATES •• ry �O
i EACH SIDE OF TRUSS : en N'n I
TRUSS KINGPOST ON TRUSSES>99" ;, 2— O
2.5 I '! ROOFING:SEE NOTE#14 a J
1.112°X 5"26 GA.GALV.STEEL PLATE A
(6)1.25"X.1,05"NAILS a
¢ o
o 3 a
LIGHT = x Jo w
t-
TRUSS 2X4 42 SYPKD STUDS a W =
AND RAFTERS ce.
OUTLETUBLE 2X4 p Foo<
SIDING:SEE NOTE N14
izz >
ziL
�p
(6)3°X.120 NAILS U a a a
MAX. 12' pER CONNECTION 1 112'X 5"26 GA.GALV.STEEL PLATE 1X4 PURLIN 1X4 SYPKD PURLIN
(6)1;25"X.1 05"NAILS(fYP.) 317/16"X 1 314".
ROOF FRAMING CDNNECT�N a
V mfn�0
2X4(6)FLOOR JOIST Y'DOUBLE PT 2ASKIDS. Z O >
N.T.S. '{ TYPICAL DOOR FRAMING W m
Base Rail or Top Rail DOUBLE 2X4(6),(8):1:12 SLOPE X. 13' 9 MAXIMUM DOORSIZE W <M
f: 120"W X 84"H CO
3'7°—~I� DOUBLE 2X4,MAX.12'SPAN - ,g =�o
END . WALL FRAMING w < o
m T #10 Type A Screw. L W m o f
[ 7.5 �>
a I 2X4 RAFTERS 24° R o a z o
o SINGLE 2X4 FOR SPAN<99' _
Swaged dimple with DOUBLE 2X4 FOR SPAN<144" o _ j o
.116"dia.hole OPTIONAL SLOPE ROOF FRAMING ;F4 ROOFING:SEE NOTE 4114
a 1 518"x 3 V2".038 Ste
el Stud A' N.T.S. ' 3 v
ND1 �oa�
/� ® _'NOTE: THIS NON STRUCTURA I! RAMING J
OPTIONAL STEEL STUD DETAIL "APPROVED DETAIL fNAYVARY.'FLO IDIAN"
g HAS NO. VERHANG.":BA N"
N.T.S. DOCUMENT MAX OVERHANGAISN6"4JV
R!I
TYPICAL WIN.FRAMING
DOCUMENT'
NON LOAD BEARING AREA OVER DOOR §i1 PO OX BUILDERS,INC
2X4 TOP PLATE 2X4#2 STUDS
24"O.C. 2X4#2 SYP STUDS;!) LAKE WALES.FL. 33859
° 24°O.C. (863) 638-1294 !
N
1X4 PURLIN DADOEDi ' FLOORING:SEE NOTE 416
1X4 PURLIN INTOSTUDS ;if SUBURBAN, STUCO:
DADOED INTO
STUDS >i FLORIDIAN, PINEYI '
_ MAX. 99" SIDING:SEE NOTE#14" BARN, GREENHOUE
STEEL FRAME '
m' DOUBLE 2X 2X4(6)FLOORJOIST�b=1ti 9-AS40TED
2010 SW ...
TY PI ��('I.CROSS CTI ON � 5-12 3 °f '5:
1X4 BOTTOM PLATE f;+�
C
SIDE WALL FRAMING ! SCALE.
11 4
0
J 1�1
/// 1t
' ;iii
• -f) � 'zo1oSW
r,
I` .21chard L.sutzwc
12
4 r ; 20 GA.2!5"X 4"MITEK CONNECTOR PLATES I
(4)X X.120 NAILS PER DOUBLE �— I;i EACH SIDE OF JOINT a
2X4 CONNECTION,
t
20 GA.3"X 6"CONNECTOR PLATES
AT THIS CONNECTION ON 13'WIDE w N N I
UNITS ONLY CNp m c1'
0
N tn
1 1/2"x 5"26 GA.GALV.STEEL PLATE z
(6)1.25"X.105-NAILS �;1.1 DOUBLE 2X4 STUDS&RAFTERS O
DOUBLE 2X4 '1 STITCHED W/3"X.120 NAILS 12"OC S
¢
0 0
�Lo : !
1X4 PURLIN Ii. z
1X4 PURLIN { (3)7/16"X 1 3/4"
1 1/2"X 10"26 GA.GALV.STEEL PLATE STAPLES.PER CONNECTION F
(6)1.25"X.105"NAILS(TYR.) i x z o
—1 X4 BOTTOM PLATE 0.0.
U 1• sic _ j
DOUBLE PT 2X6 SKIDS
I I TYPICAL DOOR FRAMING:
13' MAX. MAXIMUM DOOR SIZE- ► o '
i' '120"W X 84"H W 0 m 1)
END WALL ERA ING oM�
vN.T:. . V m 0
1X4 SYPKD ON 6'&8'WIDE UNITS ONLY z w g
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0
NDI >N i
R 1X4 PURLIN 12 20 GA.2.5"X 4"MITEK:CONNECTOR PL ES 0¢ z
(3)7/16"X 1'3/4" 4 F EACH SIDE OF JOINT o u "0
o STAPLES PER CONNECTION {.f "APPROVED" N_w
a 'DELETE OVERHANG ON RUFFY _ 20 GA.3"X 6"CONNECTOR R�•ATES q ^z
AT THIS CONNECT ON, 3'WIDE 3 z O '
&AMERICANA MODELS C
o UNITS ONLY. i
DOCUMENT
1 Q cocoa 1
2X4 BOTTOM CHORDS ON 10"11' 1
&13`WIDEUNITS ONLY 11 i
6" 2X4 STUDS&RAFTERS 24"0"
(3)3"X.120 NAILS
PER CONNECTION
92" MAX. ROBIN BUILDERS,INC. .: I
PO BOX 1067'
LAKE WALES FL. 3869
1X4 PURLIN. e; MAX:SPAN((IN UNDER BEARING (863)630-124
N (3)7/16"X 1 3!4" ;t EXTE�IOR WALL 1
1 1/2"X 10"26 GA.GALV.STEEL PLATE STAPLES PER CONNECTIdf
(6)1.25"X.1 05"NAILS(TYR.) ,;;i 2-2X4 2-2X6
1 X4 BOTTOM PLATE
M. 1/2"PLY 40 t
FILLE g RUFFY
m DOUBLE PT 2X6 SKIDS ) HEADER TYPE MAX.SPAN CLASSIC,
':.°I(t( AMERICANA
m' I 13' MAX. 'i! B
64"
iwr .
CROSS SECTION DETAIL. I:'`. 201 D. sw "
N.T.S. ) .. NONE
Y � I
x° FRAMING FOR RUFFY C ;SSIC AND AMERICA 'M
_.
fSpbs No. � ..__....
t SE:Icltsin"t L.Ru1•'.+1c&.
USE 1t2"DIA.REQ HERDS A?l}dC]lm {
Ilia FlIti1$L�1IItI�or Florid CeCa�iCaQc 1:2-�� i
@ 2'FIRM EACH END&@ 8'-0"O.C.(MAX)
PATIO ANCHOR MICS-2
OR APPROVED EQUAL o N� t
UV12?J4"MIN EMBEDMENT - -
035 G'ALV.STRAP OF 4750#CAPACITY w m I i
IN 2500'PSI CONCRETE :r o
3 ' M: 1I
.035 GALV.STRAP.OF 4750#CAPACITY OR EQUAL i
STRAP IS THREADED N
THROUGH SLOTTED BOLT
AS THE BOLT IS TIGHTENED, a S O i;i
THE STRAP WINDS AROUND DOUBLE PT 2X6 kID a
THE BOLT-SHANK.
d 'A -
�'4 CONdIlIETE SLAB. 4--
6X6#10/10
.•6X6#10/10 WWM as
OR FIBERMESH
DOUBLE PT 2X6 SKID ? 1
lip Mtn
ofn co
- 2"(OR 4")X 8"X 16"CONCRETE BLOCK APP � a--1� 1
BLOCKS&TIE DOWN ANCHORS SPACED 2' { /^►�y /� � < �I y v 1
FROM EACH END;THEN ON MAX.8'CENTERS. .l 1l _ (� :(i 'zm w ad
II TIE DOWPP ANCHOR: 518"X 30"TWIN 4"HELIX(#3ODHC2}OR <i yf i/L�vJ�I{1r.i p ti �> Y_ o j
518"X 24"6"HELIX'(#24S R E EQUAL FOR SOIL __. �yq0 W N' T O SLAB. ' .G? �_ 4
MODE1 MRA(#24DAC1)OR EQUAL FOR ROCK p- '� w t�( .
B E
o t 52: 1"`-1� `meq•, .�~-.F� �• p3}
g" TIE DOWN T O GROUND
a,I 2X4 SYPKD STUD 24"OG
SCALE:2"=.1' r o a S
n.l 1/2"EXPANSION BOLT(6 48"'O C
2 114"EMBED WITH 2"X 118"WASHER 1
`} 2X4 P7 BOTTOM PLATE I
m ,•
4 Q �
,t �5 1/2"CONPRL41•E SEAR '4 I
' ROBIN BUILDERS,INC.
PO BOX 1067
d # 6X6#]'0/10 WWM E WALES,FL.33$� ;
uai FLOOR JOISTS A7 24'OC WILL SUPPORT 50 PSF LIVE&DEAD LOAD 4tl' 4 OR FBERMESH ' (863)638-1 294
n FLOOR LOADING. 20 '
» .-{ (3)#5 RODS(MIN.3"CONCRETE COVER) ---------
UNIT WIDTH b' 8' 10' 12' 13'9" SUBURBAN, STUCCO i
n FLOOR JOIST 2X4 2X4 2X6 2X6 2X6 ;qi 4!. • `; BARN,FLORII R PNEP
r,i NOTE:BOTTOM PLATE IS ATTACHED TO STUDS BARN, .GREENHOUSE
A' t6' IS` I8' 28.5' 40.5' €I WITTH j2)3"X.120 NAILS&WITH 1 112" CLASSIC, RUFFY ! t
X 14 6 GA..GALV."U"STRAP AT EACH
STUB TO BOTTOM PLATE CONNECTION- AMERICANA, STEELI
B' 40' 60' 84' 84' 8t. (10)1 1fA"X.105 NAILS PER STRAP_
12" NO"U"STRAP.ONSTEEL/GREENHOUSE.
. °«ZOtO SW
m ( �.' 'h •. f t
o FOR 125 PSF FLOOR LOAD 16'OC OR 24'OC FLOOR JOISTS CAN ` �. '3-15-201 5 of 4
a 8E USED SO LONG AS DIM)ENSION'B'IS DIVIDED EQUALLY @ 42' //^,^'�� :T:H:O:a��
I
OUTSIDE WALLA SKID AND AN EXTRA SKID 1S PLACED UNDER EACH T I E D�;.!••W'N I: I1,L O O R AS NOTED 1
y
1y+1, I 3, It �