HomeMy WebLinkAboutProduct Approval BusinI (iiaMlriaei
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May 22, 2015
Lewis Hartley
Robin Builders,Inc.-FL
Post Office Box 1067, 14915 Hwy 27 S.
Lake Wales, FL 33859
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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 renew4l notice by
Email generated by the BCIS (www.floridabuildino.ora)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.floridabuildino.oro to see valuable information on the Florida
Manufactured Buildings Program.A copy of this letter must accompany applications for local
building permits.
Sinncerrely,
i�
Robert Lorenzo
Manufactured Buildings Program
cc:Professional Service Industries
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1 THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE 2014 FSC,5th Edition,2011 NEC, 12.ALL WIRE SHALT.BE 1112 THHN SOLIDCOPPER WITH GROUND.WIRING
I- 2014 Florida Fire Prevention Coda and ASCE 7-10 FOR 160 MPH WIND VELOCITY(3 SECOND GUST), PROTECTED PER NEC 2008 CO.FIXTURE LOCATIONS&TYPE MAY VARY. L"q:.
EXPOSURE C FOR PARTIALLY ENCLOSED BUILDINGS
2.ALL MATERIALS AND LABOR SHALL BE IN ACCORDANCE WITH THE ABOVE CODE AND 13.ALUMINUM WINDOWS-TYPE.SIZE QUANTITY AND LOCATION MAY VARY,
ALL OTHER APPLICABLE CODES.
14.OPTIONAL EXTERIOR WALL COVERINGS INCLUDE CORRUGATED.ALUMINUM, y� o
3,BUILDING CLASSIFIED AS RESIDENTIAL LAWN STORAGE.50/125 PSF FLOOR LOAD. MESA ALUMINUM,4"LAP ALUMINUM 516'.PT T-111 SIDING,VINYL SIDING
NOT FOR HABITATION. WITH ENERGY BRACE BACKER:FIBER CEMENT PANEL 8."ST0"STUCCO ON W p'I"mj.,:: i
518"DENSE GLASS GOLD OR SUNTUFF..ROOF COVERINGS INCLUDE ALUMINUM � it a�"n:m
4.WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. OR SHINGLE ROOF OVER 518'PLYWOOD WITH 2 LAYERS OF 15 LB.FELT OR �'
PERMATILE OVER 7/16.059 AND 15 L9.FELT.
S.OUTSIDE OVERALL DIMENSIONS CAN VARY BETWEEN LIMITS AS SHOWN,BUT MEMBER
15.USE 71`16"X 13/4'16 GA.STAPLE FOR ALL CONNECTIONS BETWEEN WOOD �z,m
SPACING SHALL NQT EXCEED LIMITS AS INDICATED, .N
. SIDING/ROOF AND FRAME, ti•
%:.6 ALL LUMBER TO BE#2 SYPKO 16.3/4"PLYWOOD FLOORING SURFACE NAILED WITH 3"X:120 NAIL SPACED 6"OC
EDGE/10''0C FIELD.
<7.
ALL-WOOD
LL WOOD.;WITHIN.6"-OF..,GRADE.OR'IN,CONTACT.WITH MASONRYSHALL BE.TREATED... .. .... .. -
FOR GROUND CONTACT W/GALV.FASTENERS 10 z
17.FOUNDATION,FOOTING AND ANCHORING OF UNIT WILL.BE THE OWNER'S Z -
RESPONSIBILITY TO CHECK WITH LOCAL CODE AUTHORITY TO VERIFY SPECIFIC 3 9
6:TRUSS DEBIGNEO TO SUPPORT O.L.+L.L.=35 PSF REQUIREMENTSAFFECTINGTHE INSTALLATION;SETUP AND UTILITY
- CONNECTIONS TO THIS BUILDING.THE.PURCHASER ASSUMEMALL ( -
j:8.ALL ALUMINUM SIDINGIROOFING TO BE 3004 ALLOY CONFORMING TO ASTM B-208,.'.: RESRONSIBILITY FOR.COMPLIANDE i
• ,' a 32,000 MINIMUM YIELD STRENGTH. REQUIREMENTS FOR THIS STRUCE WITH LOCAL.COUNTY OR MUNICIPAL CO
CTURE:
10'USE#8 X 3/4'TYPE A SHEET METAL SCREW.FOR ALL CONNECTIONS BETWEEN 18;.ROOF DRAINAGE 4&R903.4 '
ALUMINUM LAP.SIDING ANO FRAME.USE 08 X 1"WITH 112"ALUM.BACK NEOPRENE `1�1R P�9 �
.!' 'SPASC No As FOLLOWS CONNECTIONS BETWEEN ROOF AND FRAME" NO/j/, STRUCTURAL LOAD LIMITATIONS
"ROOF/SIDING'PERIPHERAL MEMBERS 2112"OC !� �� ^'•"ti.., /1 lr —•+�•- .-
ROOF/SDNG-INTERIOR MEMBERS 5"OC ti� 1Q°f/,G.F w�'•.,,•4�dFLOOR LE LOAD: pDBIH 9UILOERS, INC.
SIDING-12"OG BOTTOM PERIMETER.. `'4: f V. �• -eF A 50/129 PSF p1AO.90..1067'LL '
ROOF LIVE LOAD:" (863 670ESt294 33699 j
11.D00R SHALL BE 1"X 1"STEEL TUBE FRAME WITH AN ALUMINUM f/ �O,32�8G /30 PSF
PANEL INSERT.ALUMINUM TRIM AND ALUMINUM PIANO HINGE ATTACHED WITH •sem- - ROOF SNOW LOAD:
'.ALUMINUM RIVETS:OCOR•ATTACHED TO VERTICAL 2X4.,01? NAL DOORS INCLUDE NOT APPLICABLE
•DOUBLE ALUMINUM'DOORS.GARAGE DOORS:ANG--PREHUNG STEEL ODORS'TYPE, "' WIND LOAD: ME
SIZE,QUANTITY ANO L•OCATItlN MAY VARY,DOOR HEIGHT ca400 SD:FEET PER 1008r1.,i(8)8 R311:2 STUCCO j
A UL71MATE.160 NPH;NOMINAL 124 NPH INEY„
�,P• vbiflwI&a ��L•-: �TF1,')'[.QF: �= B.RISK CATEGORY t i NHOUSE7�RiG! Q C WIND•DPOSURE CATEGORY FFY°*'"" � R' h; ti •'." STEEL�. .:; /O pt \ 0.GCpI a+-.49 INTERtJAt.PRESSURECODE REVIEW .
Pror"uason6l s"mc"hiduenrea /!�s rL„�I••,(.crrf"'.,(l91' E.+39.6,-42.9 PSF'OOOIiS
O r nde F6"]Id8 31899 'y O+']Y1L� \��\\ F,+49.;k.--82.0 WINDOWS: '�2010 S
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ADDITIIONA OE WALL ON 13 B ER'.
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• - Proro>alonM Sort/lca LfWtlbiafi '
FLOOR JOISTS AT 24'OC WILL SUPPORT 50 P5F LIVE 6 OE4D LOAD +ias aam snow )
2X4(6)PT FLOOR JOIST' ` oHvrda,Fluritln�1s�9
,.FLOOR LOADING. Oft,d,Ff.ddu=a"umry.
• �: �ICCtlP11S4MU [�Cg pp
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6-3"X.120 AI S RP T
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PT DOUBLE 2X6 SKIDS,A' - -
'
FLORIOIAN, PINEY'
40' 60. 84' 84' 84- BARN, GREENHOUSE
•e NOTE:POU 2X6 SKIDS ,ADDED 1, 6'OE P ECEIVE ,,, i CLASSIC;RUFFT'
pp FR�,,JI 2 E 7p AMERICANA, STEEL•
CONONECTTION'(413'"X.120 NAILS A7 EACH FOR I25 PS FLOOR L040:6'OC OR .4.OC FLOOR J0151' AN
a B�USED St)1 ONff,,AS IME`JggION'0'IS DIVIDED:EOVALLY� 42'
WITH A CENTER SIc10 ANO 4tJ E%TRA 31<IO IS PLACED UNDR EACH • 2010 SW ...
OUTSIDE WALL. ,
FLOOR DETAILnA �-15-12 2A( 1
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�P8'T°APPROVAL 2015706-23,,:
.ERAMINGFOR�SUBURB^'Y"� � •Ee .>
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RAFTER SCHEDULE:' 2X4 RAFTERS STATE OF; ' 7'
. USE SINGLE RAFTER FOR SPAN 90•- - - ,p - [p
USE Dg1�BLE 2X4 RAFTER FOR SPAN MAX,144', •jf O R �.
DOUBLE TRUSSOVER OOUBLE (ENTATION
QR1 jV` •1� a
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ROOFING:SEE NOTE#14` N�W k O
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HAS NIO OVERAARNGFLSORI...... - .SV yd /x N:� t
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Ram
MAX.OVERHANG IS 6"- CODE REVIEW
TYPICAL WIN.FRAMING - promssmnar servrm a=duaum� ""`
_ NON LOAD BEARING'AREA OVERD OOR ^••' 1]4s33rd St t o-
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2X4 TOP PLATE ,r"' ;X4"#2 STU09 : _.. :.: pen 8,4For.wwmn e.Neary,m i �0 BOX 1067
24'D.C. 2X402 SYP SYUD9. ., iccasiasoca LL kE.WALEE. FL.33869
24'0.C,
LAau4444n ;(B6S)638-12Ti4
FL OReG.S
1%d FURLIN DADDEO ., FLOORING.SEE NOTE}I16
1X4PURLtN INTO
STUDS j. SUBURBAN, STUCCO
DADOED INTO
STUDSFLORI,/ 3 BpRNOIAN; PINEY
GREENHOUSE
d - MAX. 99" S10B4O:SEE NOTE#14
DOPELE2X 2X4(61 FLOOR JOIST
STEEL'FRA -
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PSI APPROVAL 2015=06-23
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j(8)1.25°X.185"NAILS(YYP.) 2.2X4 2-2X6;
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,' "DOUBLe PT 2XB SKIDS
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CLASSIC
HEAOEFYTYPE dMdAX,SPAN AMERICANA
13' MAX.
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�! ROBIN BUILDERS,INC:
4/ 6X6#10110 WWM PO BOX 1067
�a KE WALES,FL.3385
.n FLOOR JOISTS AT 24'OC WILL SUPPORT 5'O PSF LIVE:&'DEAD LOAD ,. dd d OR FIBERMESH (863)638-1294
µm FLOOR LOADING. 20 .
c (3)#5 RODS(MIN.W CONCRETE:COVER) EAMERICANA.
UNIT WIDTH 6' 8' 10' 12' 13':9' N, STUCCOFLOOR JOIST 2X4 2X4 2X6 2X6 2X6 d� 'dam ' NOTE:BOTTOM PLATE IS ATTACHED'�,M:6jTUQ,S" BARNBARN . PINEY
HOUSE,
'A' I6' 18' IB' 28.5' 40:5' WITH(2)3"X.120 NAILS&WITHt.1rr.'1/�.r:r•...,• GR
RUFFY
X 14" 6 GA.GALV."U"STRAP;PiT: EH•.STUD TO BOTTOM PLATE•COpryryEECTIQI!y:.,.. STEEL
'B' 40' 60' 84" 84" 84' (10)1 1/4"X.105 NAILS PER'SrRAP;::_
- I?"— NO"U'STRAP ON STEEL/GREfiNWOUSE:.
m ".2010 SW "
a FOR 125 PSF FLOOR LOAD 16OC OR 24'OC FLODRrJO1STS.CAN 13-15-201 5 of 5'
BE USED SO LONG AS DIMtNSION'B"IS•DIVIDEMEQUALLY(�.42'
WITH A CENTER SKID AND AN EXTRA'SKID IS PLC(GEO JOPER'EACHAS NOTED
OUTSIDE WALL. TIE DOWN WITHOOT FL00';R' .
x° .rrq_!�y�„ --�"'•--T SCALE. =1,
41