HomeMy WebLinkAboutEngineering .
Qe,,��ar#ment of Business FLA Manufactured Building Program
S' 2601 BlairStoneRoad
Florrda
&!'fofeSSiona�Reug.ui',3tio l .Tallahassee,Florida 32399-0772
Phone:850.487.18244 Fax 85D.414.8436
Halsey Beshears, Secretary Ron DeSantis, Govemor
r— =County, PerMi1tffdng
August 21,2019
Lewis Hartley
Robin Builders,Inc. -FL `
Post Office Box 1067, 14915 Hwy 27 S.
Lake Wales, FL 33859 i ST. L
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 B_CIS (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
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GENERAL NOTES #l . - - - z
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1.THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE 2010 FLORIDA BDG. ALL-WIRE g
12. SHALL'BE#12 THHN SLID COPPER WITH GROUND.WIRING
CODE-R AND ASCE 7 FOR 160 MPH ULTIMATE WIND SPEED,(3 SECOND GUST) PROTECTED PER NEC'2008 ED.F, LURE LOCATIONS&TYPE MAY VARY.
EXPOSURES FOR PARTIALLY ENCLOSED BUILDINGS.
13.ALUMINUM WINDOWS - TYPE,' IZE QUANTITY.AND LOCATION MAY VARY.
2;ALL MATERIALS AND LABOR SHALL BE IN ACCORDANCE WITH THE ABOVE CODE AND m N^a
ALL OTHER APPLICABLE CODES. LL, X)C'f) 1: tb
3,BUILDING CLASSIFIED AS RESIDENTIAL LAWN STORAGE.,50/125 PSF FLOOR LOAD. 1 Iv1E5A1ALUMINUMERIOR ALUWALLMf S t MRING PTT INCLUDE RD ALU IINUM• � 0. �j I
NOT FOR HABITATION, WITH ENERGY 4RACE BACKER,- II, ER CEMENT PANEL &"STO STUCCO ON W °0
5/8"•:DENSE,'L SS•GOL•D OR SU UFF.ROOF COVERINGS INCLUDE ALUMINUM W M m i• ;
4.WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. OR SHINGL%ROOF OVER 5/8"P /WOOD WITH 2�LAYERS OF 15 LB.FELT OR ti o + r
v 'PERMATILE OVER 7/16"OSB AN�? 5.LB.FELT. v �_j o T
ci 5.OUTSIDE OVERALL DIMENSIONS CAN VARY BETWEEN LIMITS AS SHOWN,BUT MEMBER I W a m
SPACING SHALL.NOT EXCEED LIMITSAS INDICATED. 15.USE.7/16"X 1 3/4"16 GA.STAPL;. FOR ALL CONNECTIONS BETWEEN WOOD mw m I O w
o 'SIDING/ROOF AND'FRAME. ta N. >1
6.ALL LUMBER TO BE#2 SYPKD �!('
r 16.3/4"PLYWOOD FLOORING SURF CE NAILED WITH 3"X. NAIL SPACED 6"OC �_ o ,•o?
EDGE/10"OC FIELD.
0 7.ALL WOOD WITHIN 8"OF GRADE OR IN CONTACT WITH MASONRY SHALL BE TREATED i W y v v ?
FOR GROUND CONTACT WIGALV.FASTENERS. q �_ �< � 1
17.FOUNDATION,iFOOTING ANDA' HORING OF UNIT WILL BE THE OWNER'S 3 N=
S }(`�, 3
RESPONSIBILITY TO CHECK WITI`8 LOCAL CODE AUTHORITY TO VERIFY SPECIFIC
a 8.TRUSS-DESIGNED TO SUPPORT D.L.+L.L.=35 PSF. REQUIREME TS AFFECTING THE4 NSTALLATION'SETUP AND UTILITY U o I
a CONNECTI S TO THIS BUILDIN .:THE PURCHA'�ER ASSUMES ALL o o ' '
U O a
9.ALL ALUMINUM SIDING/ROOFING TO BE 3004 ALLOY CONFORMING TO ASTM B-209, RESPONSIB NT8 F.OR COMPLIA 1 E WITH LOCAL,COUNTY OR MUNICIPAL CODE
32,000 MINIMUM YIELD STRENGTH. REQUIREMENTS FOR THIS STRUT URE. 1
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10.USE#8 X 314"TYPE A SHEET METAL SCREW FOR ALL CONNECTIONS BETWEEN 18.ROOF DRAINAGE PER 1503.4&i1�903.4 �
ALUMINUM LAP SIDING AND FRAME.USE#8 X 1"WITH 1/2"ALUM.BACK NEOPRENE ?'I hW
WASHER ATTACHED ON CONNECTIONS BETWEEN ROOF AND FRAME. STRUCTURAL LOAD LIMITATIONS
SPACING AS FOLLOWS: f
ROOF/SIDING-PERIPHERAL MEMBERS 2 112"OC FLOOR LIVE LOAD:
I
ROOF/SDNG-INTERIOR MEMBERS 5"OC !°>�
< SIDING- 12"OCBOTTOM PERIMETER. ROBIN BUILDERS, INf3.
X 50/125 PSF 0 BOX 1067 { I
$ ROOF LIVE LOAD:. K WALES FL 33859
�'. (I+ R, 638-{294
a 11.DOOR SHALL BE 1"X 1"STEEL TUBE FRAME WITH AN ALUMINUM APP, D i,. A 30 PSF
PANEL INSERT.ALUMINUM TRIM AND ALUMINUM PIANO HINGE ATTACHED WITH ROOF SNOW LOAD: ?
ALUMINUM RIVETS.DOOR ATTACHED TO VERTICAL 2X4.OPTIONAL DOORS INCLUDE 1 _��A�+��?i NOT APPLICABLE .
DOUBLE ALUMINUM DOORS,GARAGE DOORS,AND PREHUNG STEEL DOORS.TYPE, D �5/f e I
" SIZE,QUANTITY AND LOCATION MAY VARY.DOOR HEIGHT<=400 SQ.FEET PER 1008.1.1(8)&R311.2. �' SI? WIND LOAD: SUBURBAN, STUCCQ
A. ULTIMATE 16d MPH: NOMINAL 124 MPH FLORIDIAN, PINEY] 1
ILIB. RISK CATEGORY 1 BARN, GREENHOUS' s
C. B WIND EXPOSURE CATEGORY CLASSIC, RUFFY i
to AMERICANA, STE 'L .:
D. GCpi a +-.55 INTERNAL PRESSURE
m fSI •� E. +39.6, -42.9 PSF DOORS
Y +49.3, -82.0 WINDOWS "'� i �•
!� 2010 S
r { NONE
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Y Ca b'a ti .7 y A NO. G)d 5
ApprvvQ
. ..o s sr �P33Pae({,S�Pa1ns��xtsuEner�Pos•3�8 T➢.,r,�
NO. E:AbDIT10NAL SKID.PLACED UNDER
1 EACH OUTSIDE WALL ON 13'9" N'
I WIDE UNITS m �
VARIES TO 50' O" S,
PT 2X4(6)FLOOR JOISTS 24"'OC 518",1124"6"HELIX.(OR EQUAL)ANCHOR FOR SOIL C-4
N 9 •;
IT 2X4 6)RAIL MO L MRA(#24DACI),OR EQUAL FOR ROCK rh
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PT DOUBLE 2X6 SKID (3)3"X.120 NAILS o + ?
03Ejq ALV.STRAP OR CABLE OF 4750#CAPACITY a i .I
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- WIDE UNITS (4)3"X.120 NAILS PER CONNECTION w m I
PT 2X4 FLOOR JOISTS 24"OC {$� q - Z n Z ;i
0 10'--14'WIDE UNITS
R PT 2X6 FLOOR JOISTS 24"OCT Y P I C A L FLOOR F R A IVI i 1�9 C7 CL
2"(OR)1{.")X e"X 16"SOLID CONCRETE BLOCKS b y�o
3 AND T DOWN ANCHORS SPACED 2'FROM q o U
N.T.S. EACHj�ND,THEN MAX.8'CENTERS. v O a n
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rDOUBLE
" ° PLYWOOD :. I
6)PT FLOOR JOIST ~� �rxg� ? i
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26 GA.GALV.ANGLE PLATE `[f (963663318-1294 3,1859
6-3"X.120 NAILS PER PLAT �J
2X4 PT HEADER A�j SUBURBAN, STU Cb
T DOUBLE 2X6 SKIDS FLORIDIAN, PINE
s BARN, GREENHODUSE
NDS DADOED 1.25"DEEP TO ECEIVE ; CLASSIC, RUFFY(4)3"X.120 NAILS AT EACH - AMERICANA, STEEL.
CONNECTION. fes.
2010 SW
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FLOOR DETAI.L ® 1� '3-15-12 2 o 5
N.T.S. =,f NONE I
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;E' R1Nun1v�I� �E°Daft .
lum!mUff Fla
FRAMING FOR SUBURBAN,FLORIDIAN,STUCCO,PINEYWOOD B;4kN AND 04 N106EL'S `^-
11
RAFTER SCHEDULE: 2X4 RAFTERS 24"O.C, i
USE SINGLE RAFTER FOR SPAN<99". ��x�
USE DOUBLE 2X4 RAFTER FOR SPAN MAX.144".
/ DOUBLE TRUSS OVER DOUBLE
2X4 STUDS NOTE:GABLE ORIENTATION ISBYMBOLIC ! N o N
SINCE GABLE CAN BE IN EITHER '{ m
DIRECTION.
20 GA.2.5"'X 4°MITEK CONNECTOR PLATES o o
EACH SIDE OF TRUSS Pnn NLn M
TRUSS KINGPOST ON TRUSSES>99" I'2 z
2.6
1.1/2°X 5"26 GA.GALV.STEEL PLATE ;i ROOFING:SEE NOTE#14 i
(6)1.25"X.105"NAILSrla
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U. 3 0
LIGHT I r= -w
TRUSS 1 X4#2 SYPKD STUDS 4 w
OUTLET 9 UBLE 2X4 AND RAFTERS
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SIDING:SEE NOTE 414 <a"
-_ [ u o a
(6)3"X.120 NAILS Q a
-MAX. I2' I PER CONNECTION 1 1/2"X 5"26 GA.GALV.STEEL PLATE 1X4 PURLIN 1((X4 SYPKD PURLIN
(6)1:25"X.105"NAILS(T•YP.) S3TAPLES PER4a C
CONNECTION
ROOF FRAMING 2X4(6)FLOOR JOIST DOUBLE PT 2X$SKIDS. o
N.T.S. ;j' TYPICAL DOOR FRAMING •0.1 w
`Base Rail or Top DOUBLE 2X4(6),(8):1:,12 SLOPE X.')3' 9" MAXIMUM DOOR SIZE W Q.M
3?"�I/ DOUBLE 2X4,MAX.12'SPAN I l( 120"W X 84"H p
C! o
END W ;'' LL FRAMING
T #10 Type A Screw W ¢'F o, w p
w N .
b I� 2X SINGLE 2X4 FOR SPAN<99' ! o a z w o
`-Swaged dimple with DOUBLE 2X4 FOR SPAN<144' o _to o o
.118'dia.hole OPTIONAL SLOPE ROOF FRAMING , ROOFING:SEE NOTE#14 �Wm vv 3
oq z CL
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1 5/8'x 3 112".038 Steel Stud N.T.S. 3 N 3
NDIr
µF R OTE: THIS NON Y VARY."RAiRAN" J
OPT IONAL STEEL STUD UD DCTAIL1�1' ROVE .D DETAILMgYVARY."FLDIAN"
fit` HAS NO•. VERHANG."BN" M4 M.�«• wr
N.T.S. DOCUMENT MAX OVERHANG 136".
TYPICAL WIN.FRAMING
NON LOAD BEARING AREA OVER DOOR ROBIN BUILDERS.INC::
2X4 TOP PLATE 2X4#2 STUDS LABOX
E WALES, FL. 33459
m 24'O.C. 2X4 42 SYP STUDS;?'
N 24"O.C. !I` (863) 638-1294 f
1X4 PURLIN DADOED I FLOORING:SEE NOTE 416
DADOED INTO .SUBURBAN, STUga:
n INTO STUDS ;'I�
STUDS � '3 FLORIDIAN. PINEY!
MAX. 99" SIDING:SEE NOT_#14;, BARN, GREENHOUSE
STEEL FRAME
m'
DOUBLE 2X 2X4(6)FLOORJOIST;;'
•1� 2010 SW "
1X4 BOTTOM PLATE
TYPI A-L , :CROS CTI ON 3 of j5:
SIDE WALL FRA M I-N G j SCALE: 1 4"
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. � `� Cptli�C04v� r�i•e
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12
(4)W X.120 NAILS PER DOUBLE 4 r— 20 GA.2:S"X 4"MITEK CONNECTOR PLATES
{; EACH SIDE OF JOINT jo2X4 CONNECTION20 GA.3"X 6"CONNECTOR PLATES
I AT THIS CONNECTION ON 13'WIDE mUNITS ONLY Nm m1
( � .i
•• N
1 1/2"x 5"'26 GA.GALV.STEEL PLATE z
(6)1.25"-X.105-NAILS DOUBLE-2X4 STUDS&RAFTERS o 'I
1! STITCHED W/3"X.120 NAILS 12"OC ?= J
' DOUBLE 2X4 •.) � wd a t `
o u-
3 oa
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1X4 PURLIN ) (3)7/16°X 1 314' o <o w a
1-112"X 10"26 GA.GALV.STEEL PLATE STAPLES:PER CONNECTION r- z 9
(6)7.25"X.105"NAILS(TYR.) z O
r—I X4 BOTTOM PLATE v a Q Q I
DOUBLE PT 2X6 SKIDS m y d
I TYPICAL DOOR FRAMING:
13' MAX. MAXIMUti
M DOOR SIZE- o
END WALL E R A I��(�'(yI I N G 120' w xa4 H w a M
" OMv
IA
9 1X4 SYPKD ON 6'&8'WIDE UNITS ONLY N T'' z�a wa.
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N 1 X4 PURLIN 12 20 GA.2.5"X 4"MITEK:CONNECTOR PL::, 1 Y D I O a N Lc
(3)7/16"X 1 314" 4 EACH SIDE OF JOINT rt o U m of o :I
`So STAPLES PER CONNECTION —� ►� �. N m m
°PPROVED' r w
0 20 GA.3"X 6"CONNECTOR F�;•ATES 4 z r a. J
r DELETE OVERHANG ON BUFFY AT THIS CONNECTION OIY!V WIDE DOCUMENT
�yr 3 O o
o &AMERICANA MODELS / UNITS ONLY. 8V� Uhil ENT Q O U J J j
G 2X4 BOTTOM CHORDS ON 10',11' j O o a {
8 13'WIDE UNITS ONLY ;
16"
(3)3"X.120 NAILS 2X4 STUDS&RAFTERS 24"OF a
PER CONNECTION 1 x".
92" MAX. 3j ENDER I)JC. .:
1X4 P.URLIN { MAX•-SPANt N UNDER BEARING j
N (3)7/16"X 1 314" +a
EX
WALL ?
1 1/2"X 10"26 GA.GALV.STEEL PLATE STAPLES PER CONNECT[Od
(6)1.25-X.105"NAILS(TYP.) p 2-2X4 2-2X6 '
=1X4 BOTTOM PLATE ® y ���
A_FILLER_- /
6 RUFFY
CLASSIC
6 DOUBLE PT 2X6 SKIDS
'yj HEADER TYPE MAX.SPAN AMERICANA
A 64"
m' 13' MAX. ;1 8 95"
CROSS SECTION DETAIL IS 1-15Dsw 4 -
"` '3-15-12 4 of 5 {
f •I
N.T.S. ',..... ..; NONE
FRAMIAIG FOR BUFFY,CL SSIC AND AMERICA M
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