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HomeMy WebLinkAboutProduct Approval �ii i..;•,:, :,,. ,,. FLA.Manufadved WldiPrAfa^� l7rofe, ;h j40 Nvi lvlae o €reet Stem!�"t� Ken Lamm,Secretary 0overnor September 03, 2016 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 23, 2019 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, �(�D' /] Robert Lorenzo Manufactured Buildings Program cc:Professional Service Industries :I J J v Ple.v No.We gmtxff t abi I„Bte2tnc& } rfi%cmU MILLS, , lums 12 r 20 GA.2.5"X 4"MITEK CONNECTOR PLATES (4)W X.1 20 NAILS PER DOUBLE 4 EACH SIDE OF JOINT 2X4 CONNECTION 20 GA.W X 6"CONNECTOR PLATES AT THIS CONNECTION ON 13'WIDE m w UNITS ONLY m m a N w) I M M 1 1/2"x 5"26 GA.GALV.STEEL PLATE W (6)1.25"X.105"NAILS DOUBLE 2X4 STUDS a RAFTERS S STITCHED W/3"X.120 NAILS 12"OC w DOUBLE 2X4 a a o 3 LL O �o 1X4 PURLIN rp�Q 1X4 PURLIN (3)7/16"X 1 314" a 1 112"X 10"26 GA.GALV.STEELPLATE STAPLES PER CONNECTION Z 3 0 (6)'i.25"X.105"NAILS(TYP.) " cW7 1 La g a 1X4 BOTTOM PLATE DOUBLE PT 2X6 SKIDS m rn^o TYPICAL DOOR FRAMING: v 13' MAX. MAXIMUM DOOR SIZE- 120"W X 84"H G�1 omo END WALL FRAM I N N.T.S. o 1X4 SYPKD ON 6'&8'WIDE UNITS ONLY W a m a o En WmWWN �> 41 J> p S 1 X4 PURLIN 12 20 GA.2.5"X 4"MITEK CONNECTOR PLATES ND I (jmo M o..LLo Z (3)7/16"X 1 3/4' 4 EACH SIDE OF JOINT O m F r 3 NWm UU a STAPLES PERCONNECTION "APPROVED� ci 20 GA.3"X 6"CONNECTOR PLATES Z 3 S DEl' TE OVERHANG ON RUFFY AT THIS CONNECTION ON 13'WIDE DQGU�IIENT 3 Z U 9 8 AMERICANA MODELS / UNITS ONLY. G Q uoa� 2X4 BOTTOM CHO S ON 10'.11' &13'WIDE UNITS NLY 16" (3)3°X.120 NAILS 2X4 STUDS$RAFTERS 24"O.C. M PER CONNECTION 92" MAX. ROBIN BUILDERS.INC. PO BOX 1067 N 1X4 PURLIN MAX.SPAN(1N1 UNDER BEARING �AKE WALES FL. 33859 a XTER 863)638-12�J4 (3)7116"X 1 3/4" E IOR WALL 1 112";X 10"26 GA.GALV.STEEL PLATE STAPLES PER CONNECTION 2-2X4 2-2X6 (6)1.25"X.105"NAILS(TYP.) n 1X4 BOTTOM PLATE rn A IL PLY SB A FILLE B RUFFY CLASSIC c .DOUBLE PT 2X6 SKIDS HEADER TYPE MAX.SPAN AMERICANA A 64" a', I 13' MAX. I B 95" —2010 SW Q CROSS SECTION DETAIL -='" 'A-15-12 Oars N.T.S. /.=" J .. NONE FRAM G FOR RUFFY,CLASSIC AND AMERICA M ,r f AN—od By Modular 3baUdl' Flans EMUM-nW 110rift COrti 4e '!:•'_` q pr W C: ITS Var (YI� ` ; Fahy �p o3N� uI �5 , o y µ a � a cc ori N a L,/�K� WAL- � 5, F 0P1 PA a. c 0 vi nai °' � � 3 0 u- 0 "o o LL a x /SLOB N 0 GENERAL NOTES Z -J, 1o4a �Z LJ 'zom 1.T11-IS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE 2010 FLORIDA BDG. 12.ALL WIRE SHALL BE#12 THHN SOLID COPPER WITH GROUND.WIRING U u a a a CO)E-R AND ASCE 7 FOR 160 MPH ULTIMATE WIND SPEED,(3 SECOND GUST)? PROTECTED PER NEC 2008 ED.FIXTURE LOCATIONS&TYPE MAY VARY. EXPpOSURE B FOR PARTIALLY ENCLOSED BUILDINGS. 2.AUL MATERIALS AND LABOR SHALL BE IN ACCORDANCE WITH THE ABOVE COE AND 13.ALUMINUM WINDOWS =TYPE,SIZE QUANTITY AND LOCATION MAY VARY: AI OTHER APPLICABLE CODES. U >co rn^to 14.OPTIONAL EXTERIOR WALL COVERINGS INCLUDE CORRUGATED ALUMINUM. go S.8 ILDING CLASSIFIED AS RESIDENTIAL LAWN STORAGE.50/125 PSF FLOOR L�AD. MESAALUMINUM,4"LAP ALUMINUM,5/8'PTT-111 SIDING,VINYL SIDING NQT FOR HABITATION. WITH ENERGY BRACE BACKER,FIBER CEMENT PANEL &SIDING, STUCCO ON a M 5/8"DENSE GLASS GOLD OR SUNTUFF,ROOF COVERINGS INCLUDE ALUMINUM W In m 4..W(RITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSION•. OR SHINGLE ROOF OVER 5/8"PLYWOOD WITH 2 LAYERS OF 15 LB.FELT OR v --I o PERMATILE OVER 7/16"OSB AND 15 LB.FELT. Z LL tii u 5.OUTSIDE OVERALL DIMENSIONS CAN VARY BETWEEN LIMITS AS SHOWN,BUT EMBER 15.USE 7/16"X 1 3/4"16 GA.STAPLE FOR ALL CONNECTIONS BETWEEN WOOD y �w N ° as> SPACING SHALL NOT EXCEED LIMITS AS INDICATED. SIDING/ROOF AND FRAME. 6.ALL LUMBER TO BE#2 SYPKD 16.3/4"PLYWOOD FLOORING SURFACE NAILED WITH 3"X.120 NAIL SPACED 6"OC o U xto o o Z cy EDGE/10"OC FIELD. 'y N it U U 3 7.qqLL WOOD WITHIN 8"OF GRADE OR IN CONTACT WITH MASONRY SHALL BE T EATED A ^z a FO GROUND CONTACT W/GALV.FASTENERS. 17.FOUNDATION,FOOTING AND ANCHORING OF UNIT WILL BE THE OWNER'S 6' a 3 a RESPONSIBILITY TO CHECK WITH LOCAL CODE AUTHORITY TO VERIFY SPECIFIC 3 Z c=i o 8.TkUSS DESIGNED TO SUPPORT D.L.+L.L.=35 PSF. REQUIREMENTS AFFECTING THE INSTALLATION,SETUP AND UTILITY o D CONNECTIONS TO THIS BUILDING.THE PURCHASER ASSUMES ALL v o a m 9.:44L ALUMINUM SIDING/ROOFING TO BE 3004 ALLOY CONFORMING TO ASTM B` 09, RESPONSIBILITY FOR COMPLIANCE WITH LOCAL,COUNTY OR MUNICIPAL CODE m 32;000 MINIMUM YIELD STRENGTH. REQUIREMENTS.FORTHZS STRUCTURE. 10.LISE#8 X 3/4"TYPE A SHEET METAL SCREW FOR ALL CONNECTIONS BETWE 18.ROOF DRAINAGE PER 1503.4&R903.4 AL MINUM LAP SIDING AND FRAME.USE#8 X'1"WITH 1/2"ALUM.BACK NEOPR NE "a "'"'m/�" °° ° � ASHER ATTACHED OWCONNECTIONS BETWEEN ROOF AND FRAME. STRUCTURAL LOAD LIMITATIONS SPACING AS FOLLOWS: ' ROOF/SIDING-PERIPHERAL MEMBERS 2 1/2"OC �V I ROOF/SIDING-INTERIOR MEMBERS 5"OC FLOOR LIVE LOAD: BF BUILDERS, INC. SIDING- 12"OC BOTTOM PERIMETER. A. 50/125 PSF 0 BO 1067 ROOF LIVE LOAD: P963) 638_ 294 33859 Yi "APPROVED PPR }1 ED♦fd A 30 PSF 11.,<;tOOR SHALL BE 1"X 1"STEEL TUBE FRAME WITH AN ALUMINUM V y NNEL INSERT.ALUMINUM TRIM AND ROOF SNOW LOAD: ALUMINUM RIVETS.DOOR ATTACHED TO VERT CAL 2X4.OPTIONAL DOORS INCLUDE �pCUMENT NOT APPLICABLE DOUBLE ALUMINUM DOORS,GARAGE DOORS AND PREHUNG STEEL DOORS. YPE, SUBURBAN, STUCCO '^ SIZE,QUANTITY AND LOCATION MAY VARY.DbOR HEIGHT t=400 SQ.FEET P 1008.1.1(8)&8311.2. WIND LOAD: A ULTIMATE 160 MPH; NOMINAL 124 MPH FLORIDIAN, PINEY 8. RISK CATEGORY 1 BARN, GREENHOUSE F C. B WIND EXPOSURE CATEGORY CLASSIC,.RUFFY 'Ln D. GCpi +—.55 INTERNAL PRESSURE AMERICANA, STEEL E. +39.6, -42.9.PSF DOORS +49.3, -62.0 WINDOWS 2010 S g "3-15-12 1 of 5 m .. NONE 7 i B No. j�.,✓lJ ' .._.r..... _ ... Rlchsil L.buk"ock -M.0951ir guiRd-j g Plans Emm;n©r no 1, �l XdW NOTE:ADDITIONAL SKID PLACED UNDER MM U 3 N N EACH OUTSIDE WALL ON 13'9" m N N i WIDE UNITS VARIES TO 50' O" N oo^ PT 2X4(.)FLOOR JOISTS 24"OC 5/8"X 24"6"HELIX(OR EQUAL)ANCHOR FOR SOIL NLn I M PT 2X4(61 RAIL MODEL MRA(424DACI)OR EQUAL FOR ROCK Z PT DOUBLE 2X6 SKID (3)3"X.120 NAILSw .035 GALV.STRAP OR CABLE OF 4750#CAPACITY N o: J A n 0 x o t.... ,.. w O o0 O O J NDILi z > Rn U LIZ � - p ROVED" � �a /r�/� yr �Saa g VARIES TO 13' 9" D` '+ _UM NT. q VV EY�1r f v MCA-a P4 m W am ZOMco w NU 'S MWrn o_ 0w >N > 03: Z �O ZC!IK 1- 03 WIDE UNITS L(4)3" .120 NAILS PER CONNECTION 4 I U . U PT-2X4 FLOOR JOISTS 24"OCh� < �' 10'-14'W lDE UNITS 3 y IL3 PT 2X6 FLOOR JOISTS 24"OCT Y P I C A L FOR O R P R A PVI I N G AND TIE DOWN ANCHOORS SPACEDTT FROMKS U U O J N.T.S. EACH END,THEN MAX.8'CENTERS. U a d 3f4"OR 518"SF PLYWOOD xa x.aao"/n... Doti 2X4(6)PT FLOOR JOIST RRppgB U Lppg�E7ppFSL,.INC. �.p�C�l6ESi Z94 33859 q' 26 GA.GALV.ANGLE PLATE lllaa8 _ 6-3"X.120 NAILS PER PLAT 25" X 2X4 PT HEADER—" SUBURBAN, STUCCO PT DOUBLE 2X6 SKIDS FLORIDIAN, PINEY BARN, GREENHOUSE r ^- CLASSIC, RUFFY C NOTE:DOUBLE IS S.(4) -X.120 1.25"AILS DEEP TO ECEIVE� � / \ AMERICANA, STEEL FLOOR JOISTS.(4)3"X.120 NAILS AT EACH CONNECTION. 72010 SW FLOOR DETAIL , -,5-12 2 of 5 w N.T.S: ' Y NONE i' r' N PJOI No JJJ Awoveda ''saki L.RUI!Ock 1V!cegtudsc.�u t FRAMING FOR SUBURBA;11.FLORIDIAN.STUCCO,PINEYWOOD,BARN AND VINYL MODELS RAFTER SCHEDULE:'USE SINGLE RAFTER FOR SPAN<99". USE DOUBLE 2X4 RAFTER FOR SPAN MAX.1449. c.�.m""'"' DOUBLE TRUSS OVER DOUBLE 2X4 STUDS p N N NOTE:GABLE ORIENTATION IS SYMBOLIC - SINCE GABLE CAN BE IN EITHER m Go ^ 1 DIRECTION. _ o 20 GA 2.5"X 4"MITEK CONNECTOR PLATES N o I EACH SIDE OF TRUSS N M TRUSS INGPOST ON TRUSSES>99' _ 12 2.5 ROOFING:SEE NOTE ~a 1 LL 112. X 5'26 GA.GALV.STEEL PLATE fd (6)1.25"X.1 05"NAILS 0 4 3in r TRUSS 'LIGHT—/ 2X4#2 SYPKD STUDS a L`' o AND RAFTERS 4 p p o OUTLET / OUBLE 2X4 p F a LL Q SIDING:SEE NOTE#14—1 �z o w Wza� (%3'X.120 NAILS U �n a a MAX. 12" ER CONNECTION 1X4 PURLIN 1X4 SYPKD PURLIN 1 112.X 5"26 GA.GALV.STEEL PLATEL] (6)1.25"X.105-NAILS(TYP.) 24 7116"X 1 314" CCONNECTION 1L m y^O ROOF FRAMING 2X4(6)FLOOR JOISTcc DOUBLE PT 2X6 SKIDS y o N.T.S. p Rail (6), I I W TYPICAL DOOR FRAMING CW o M ///--- Base Rail or To DOUBLE 2X4 8, 8 1:12 SLOPE MAX. 13' 9' —�{I MAXIMUM DOOR SIZE �" / DOUBLE 2X4,MAX.12'SPAN 120"W X 84'H 3,a F - #10Type AScrew END WALL FRAMING w <� ;, .oW Z Of Y O N.T.S. r J> �> NI 4 RAFTERS 24"OC 2:,;; p �, z o SINGLE 2X4 FOR SPAN<99" ty� Swaged dimple with DOUBLE 2X4 FOR SPAN<144" o (a o— A18"dla.hole OPTION L SLOPE ROOF FRAMING ROOFING SEE NOTE 414 `VWE �z w r A z_ X F- RN.T.S. 3 3 c 1 518"x 3 1/2'.038 Steel Stud C� z O o— NDI 00Q c7 PROVED THIS NON STRUCTURAL FRAMING / OPTIONAL STEEL STUD DETAIL DETAIL MAY VARY."FLORIDIAN" HAS NO OVERHANG.'BARN" N.T.S. OC MENT HAS OVERHANIMANSARD.'. 1 : TYPICAL WIN.FIR M 2X4 TOP PLATE NON LOAD BEARING AREA OVER DOOR ROBIN BUILDERS. IOI6DER5.INC. X442 STUDS. LAKE WALES.FL. 33859 24"O.C: 2X4#2 "O.STUDS (863)638-1294 24'O.C. 1 X4 PURLIN DADOED FLOORING:SEE NOTE 416 ...,.. 1X4 PURLIN INTO STUDS SUBURBAN, STUCCO DSD DSD INTO FLORIDIAN, PINEY MAX. 99" SIDING:SEE NOTE M4 BARN, GREENHOUSE , STEEL FRAME m' DOUBLE 2X 2X4(6)FLOOR JOIST " 2.010 Sw `" TYPI CROSS TION 5-1z 3 of 5 1X4 BOTTOM PLATE OTED SIDE WALL FRAMO G scALE:{, 4" _ i 15 � � ] �Na•Z'°.4.aka._�.._ 11 E 1/2"DIA.RED HEADS Modular�i sMlkg Plans Eaa finer F10rida CerQ�I;cage i'1 T. r�• 2'FIRM EACH E? D&@ 8'-O"O.C.(MAX) aaod Na.. t PATIO ANCHOR MICS-2 OR APPROVED EQUAL 12114"MIN EMBEDMENT co to O N .035 GALV.STRAP OF 47504 CAPACITY m m 1 IN 2500 PSI CONCRETE cin Z M O .035 GALV.STRAP OF 4750#' APACITY OR EQUAL a a STRAP IS THREADED z 4 a SH*EE B H SLOTTED BOLT O AS TI)E BOLT IS TIGHTENED, = r ... THE:S�RAP WINDS AROUND DOUBLE PT 2X8 KID HE BOLT SHANK. C a p a d d D 3 1/2"CONC4ETE SLAB. G cr 3Z 6X6#10/10 W WM O a OR FIBERMESH DOUBL PT 2X6 SKID ' a .L it�M1�•t' ry•. >En NDI 2"(OR 4")Xe"X18"CON RETE BLOCK "APPROVED v 62_3a BLOCKS&TIE DOWN NCHORS SPACED 2' � zw FROM EACH END,TH ON MAX.8'CENTERS. W ¢ m tii v �DQCtjMEEIUT y WWm w �oJ TIE DOWN ANCHOR: 5!8"X 30"TWIN 4"HELIX(#30pHG°)OR 4SI . ��w a Oo w HELIXMODEL MRA(#24DAC1)OR EQUAj OR ROCK TIE DOWN T O SLAB � _=M � LL' 0 c SCALE:1"=V ^Wo0 O ..wz �Z UU w TIE DOWN TO GROUND 2X4 SYPKD STUD 24"OCq 3 ZU 1n o o a SCALE:2"=V O U J J 112"EXPANSION BOLT @ 48"O C U O } 2 1/4"EMBED WITH 2"X 1/8"WASHER 2X4 PT BOTTOM PLATE Q• Q 4 G 3 ll2"CONCR&E SLAB d/ 6X6#10110 WVJM ROBIN BUILDERS,INC. PO BOX 1067 KE WALES,FL.3385 x FLOOR JOISTS AT 24'OC WILL SUPPORT 50 PSF LIVE 8 DEAD LOADZO„ dV a OR FIBERMESH ' (863)638-1294 i FLOOR LOADING. ' N s� C (3)#5 RODS(MIN.3"CONCRETE COVER) ��� UNIT WIDTH 6' 8' 10' 12' 13'9" SUBURBAN, STUCCO n FLOOR JOIST 2X4 2X4 2%6 2X6 2X6 Q• d • FLORIDIAN, PINEY NOTE:BOTTOM PLATE IS ATTACHED TO STUDS BARN, GREENHOUSE 3"X.120 NAILS&WITH 1 1/2" 2 ) CLASSIC, RUFFY 'A' 16' IB' 18' 28.5' 40.5' WITH(2 X 14" 6.GA.GALV."U"STRAP AT EACH STUD TO BOTTOM PLATE CONNECTION. AMERICANA, STEEL 'B' 40' 60' 84' 84' 84' I (10)1 1/4"X.105 NAILS PER STRAP. 12" NO"U"STRAP ON STEEL/GREENHOUSE. 2010 SW c i FOR 125 PSF FLOOR LOAD, 16'OC OR 2a'OC FLOOR JOISTS CAN .� 73-15-201 5 of 5 . .i WHSDRNSDNAIEXISDISPDaEDUNDE4ITACENTEKIIADNTRAKIILAREACH OUTSIDE WALL. TIE DOW— N W I T H O U LO O R AS NOTED x Sc - - J