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HomeMy WebLinkAboutProduct Approval � I Fi y�l u t 1 E FLA Manufacued Bm din Propm 9:ltl3datil t�ax0e, t us ne A Sine SOA ; r{ f 5 i - I Taltahassee, FlaMa a2399-0772 _. Ken Lawson,Secretary Rick Scott,Govemor September 03, 2016 Lewis Hartley Robin Builders,Inc. - FL Post Office Box 1067, 14915 Hwy 27 S. Lake Wales, FL 33859 ' I RE: Manufacturer Certification,ID MFT-55; Expiration Date: August 23,2019 ' I Dear Lewis Hartley It is my pleasure to inform you that Robin Builders,Inc. -FL,located at PO Box 1067, 149151US 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. I 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.floridabuildinci.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.floridabuildino.org to see valuable information on the Florida Manufactured Buildings Program.A copy of this letter must accompany applications for local' building permits. Sincerely, i Robert Lorenzo Manufactured Buildings Program cc:Professional Service Industries is kall$rtic& Modular R:e'gdhig Plans BTsaminw 11orl3a C;4r4i&mgc Alt f,!. - ! ; ,. t. (+ v _ti m (InI poi I � � z , � AL _ - M I 1 \ I 1 V ( �. ;f '•1 Y' 'k 7��y H N.' Do ��N,�L I �. c 1 L_AK, WN,F_ 5 F l;01�i PA � � Nco " J r w _ ` 3 of I <t _j w 771 GENERAL- NO-TES � . - o� 1.THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE 2010 FLORIDA BDG. E S o a ' CODE-R AND ASCE 7 FOR 160 MPH ULTIMATE WIND SPEED, 3 SECOND GUST 12.AUL WIRE SPER N E#72 THHN SLID COPPER WITH GROUND.WIRING I,IL a a EXPOSURE B FOR PARTIALLY ENCLOSED BUILDINGS. ( ) PROTECTED PER NEC 2008 ED.fk TUBE LOCATIONS 8 TYPE MAY VARY. f 13.ALUMINUM WINDOWS TYPE,;`,IZE OUANTITY,.AND.LOCATION MAY VARY. ! 2'.ALL MATERIALS AND LABOR SHALL BE IN ACCORDANCE WITH THE ABOVE CODE AND i ALL OTHER APPLICABLE CODES. ;N o 3.BUILDING CLASSIFIED AS RESIDENTIAL LAWN STORAGE.,50/125 PSF FLOOR LOAD. 1 MESA ALUOPTION MINUME X10 AP ALUMf M ALL CIb G PT T INCLUDE SCOR VINYL D1ALUMINUM,DING co. T j NOT FOR HABITATION. WITH ENERGY BgRACE BACKER; ,I.. ER CEMENT PANEL &"STO"STUCCO ON W oM gSS-GO 5/8":DENSE. LL'D OR SU F UFF.ROOF COVERINGS INCLUDE ALUMINUM W ar l 4.WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. OR SHINGLE RQOF OVER 518"P WOOD WITH 2?LAYERS OF 15 LB.FELT OR h o PERMATILE OVER 7/16"OSB AN !,(5.LB.FELT. v o LL o t . v S.OUTSIDE OVERALL DIMENSIONS CAN VARY BETWEEN LIMITS AS SHOWN,BUT MEMBER Is W Q m wa o u SPACING SHALLNOT EXCEED LIMITS AS INDICATED. - - 15.USE.7/16"X 1 3/4"16 GA.STAPH. FOR ALL CONNECTIONS BETWEEN WOOD �z iE SIDING/ROOF AND FRAME: r 0 MLa N oo 6.ALL LUMBER TO BE#2 SYPKD '€• -j> .. N 16.3/4'PLYWOOD FLOORING SURR., CE NAILED WITH 3"X.120 NAIL SPACED 6"OC 0211 Z 4= N ix { EDGE/10"OC FIELD. 1:€ g}o i 0 7.ALL WOOD WITHIN 8"OF GRADE OR IN CONTACT WITH MASONRY SHALL BE TREATED x FOR GROUND CONTACT WIGALV.FASTENERS. g 17.FOUNDATION,iFOOTINGAND A(�' HORING OF UNIT WILL BE THE OWNER'S Z a RESPONSIBILITY TO CHECK WIT F`k-OCAL CODE AUTHORITY TO VERIFY SPECIFIC .� 30 •I a 8.TRUSS-DESIGNED TO SUPPORT D.L.+L.L.=35 PSF. RECIUIREMEf1T$AFFECTING TH NSTALLATION'-SETUP AND UTILITY q 0 I TFr CONNECTIONS TO THIS BUILDIN•':THE PURCHASER ASSUMES ALL o O ' ' 9.ALL ALUMINUM SIDING/ROOFING TO BE 3004 ALLOY CONFORMING TO ASTM B-209, RESPONSIBILITY-FOR COMPLIA E WITH LOCAL,COUNTY OR MUNICIPAL CODE O 0 <:p i .URE.R 32,000 MINIMUM YIELD STRENGTH. REQUIREMENTS FOR THIS STU. i m � i 10.USE#8 X 314"TYPE A SHEET METAL SCREW FOR ALL CONNECTIONS BETWEEN 18.ROOF DRAINAGE.PER 1503.4&) 903.4 ALUMINUM LAP SIDING AND FRAME.USE#8 X 1"WITH 1/2"ALUM.BACK NEOPRENE ?' WASHER ATTACHED ON CONNECTIONS BETWEEN ROOF AND FRAME. SPACING AS.FOLLOWS: STRUCTURAL LOAD LIMITATIONS ROOF/SIDING-PERIPHERAL MEMBERS 2 112"OC ROOF/SIDING-INTERIOR MEMBERS 5"OC t FLOOR LIVE LOAD: " BUILDERS, ING, 1 SIDING- 12OC BOTTOM PERIMETER. I ROBIN- a A. 50/125 PSF FP0 BOX 1067 ROOF LIVE LOAD:. I AK�WALES FL. 33859 a'. I' (863 638-{294 O1 A. 30 PSF ' 11.DOOR SHALL BE 1"X 1"STEEL TUBE FRAME WITH AN ALUMINUM ' �V i ` F PANEL INSERT.ALUMINUM TRIM AND ALUMINUM PIANO HINGE ATTACHED WITH ROOF SNOW LOAD: � ALUMINUM RIVETS.DOOR ATTACHED TO VERTICAL 2X4.OPTIONAL DOORS INCLUDE +JJ/yq/' [ NOT APPUCA13LE DOUBLE ALUMINUM DOORS,GARAGE DOORS,AND PREHUNG STEEL DOORS.TYPE, C��lfk� WIND LOAD: SUBURBAN, STUC�Q 'I SIZE,QUANTITY AND LOCATION MAY VARY.DOOR HEIGHT<=400 SO.FEET PER 1008.1.1(8)&R311.2. ENTJ!{'r =, A ULTIMATE 18Q MPH; NOMINAL 124 MPH FLORIDIAN, PINEY] I c r� B. RISK CATEGORY 1 BARN, GREENHOUPE� C. B WIND EXPOSURE CATEGORY CLASSIC, BUFFY ll, D. GCpi - +-.55 INTERNAL PRESSURE AMERICANA, STEEL •- �r. � I1 � E. +39.6, -42.9 PSF DOORS I +49.3, -62.0 WINDOWS ti+2010 S • � �� 1 a f 5. i NONE I VVV r[: `,1 PUS lata.. �t3 S ccs ,a a as Wia*Fiflms r"x tmEmor m0114"1 w'!' Nt}iJJ E:ADDITIONAL SKID.PLACED UNDER "� EACH OUTSIDE WALL ON 13'9" N' N N VARIES TO 50' 0" ;;•I WIDE UNITS co Go a PT 2X4{6}FLOOR JOISTS 24`0C 518".: 24'"6"HELIX.(OR EQUAL)ANCHOR FOR SOIL M o 0 j — PT 2X4((6)RAIL MO L MRA{#240AGI}OR EQUAL:FOR ROCK PT DOUBLE 2X6 SKID (3)3"X.120 NAILS o f } 03ALV..57RAP OR CABLE OF 475011 CAPACITY i a ; A A A r• , — � .___.�� , ,.• — _� _—fit. NDf ui rr z 3 Q wzd E3 VARIES Tb 13' 4" DOCUMENT p m 's{ .anc«a po A z,s, iL w O o G)Z M2 'L • ,i.. . w O.. •I 8'WIDE UNITS {4)3"X.120 NAILS PER CONNECTION w U chi O .j PT 2'G4 FLOOR JOISTS 24"•OC ti _ `� z a I 1a'-1 WIDE UNITS " PT 2X6 FLOOR JOISTS 24"OC�Y AFLOOR FRAMING 2"(O `)X 8"X 16"SOLID CONCRETE BLOCKS z U o :: AND T' DOWN ANCHORS SPACED 2'FROM N.L EACH IRND,THEN MAX.8'CENTERS, i 374"OR 578°SF PLYWOOD 2X4(6)PT FLOOR JOIST Fgtii 17R526 GA,GALV ANGLE PLATE �f294 r ° 6-3"X.120 NAILS PER PLAT 2X4 PT HEADER (� SUBURBAN. STU Ct) PT DOUBLE 2X6 SKIDS FLORIIatAN, PINEY- BARN, INE I BARN, GREENHO SE NOTE:DOUBLE 2X6 SKIDS DADOED 1.25"DEEP TO ECEIVE - I CLASSIC, RUFFY FLOOR JOISTS.(4)3"X.120 NAILS AT EACH \ AMERICANA, STL�FC• m CONNECTION. � ' FLOOR DETAIL A ...- , ""2010 SW r ; • `� "3-15-12 2 5 N.T.S. 'w NONE t 1 � . i PJQH No. .: .... Plans lxgjmjn�j�Ir FRAMING FOR SUBURBAN,FLORIDIAN,STUCCO,PINEYWOOD BARN AND VN.,'l�MODELS RAFTER SCHEDULE: 2X4 RAFTERS 24"0.C, USE SINGLE RAFTER FOR SPAN<99". l . USE DOUBLE 2X4 RAFTER'FOR-SPAN MAX.144". a(' DOUBLE TRUSS OVER DOUBLE 2X4 STUDS NOTE:GABLE ORIENTATION IS SYMBOLIG ;; N 03 N� SINCE GABLE CAN BE IN EITHER ;t m 1p to I DIRECTION. m j 20 GA.2.5"X 4"MITEK CONNECTOR PLATES •° c Ln o EACH SIDE OF TRUSS M o N I xip N M TRUSS KINGPOST ON TRUSSES>99" O 2.5 ; ROOFING:SEE NOTE#14 P: W. 1.112"X 5"26 GA.GALV.STEEL'PLATE a o- (6)1.25' <.105°NAILS, a 0 3 a LIGHT y _ w - - - - - _ TRUSS- _-- ._ ___- T q _ _ _ __ 2X4#2 SYPKD STUDS ¢ w �� -o<---- OUTLET = — _ AND RAFTERS— o 0 UBLE 2X4 SIDING:SEE NOTE#14 o F-o�` '' a W 30 U WZOd (6)3"X.1120 NAILS ixg a MAX. 12' I ER CONNECTION 1 112"X 5"26 GA.GALV.STEEL PLATE ;'1X4 PURLIN 1((X4 SYPKD PURLIN w a a a (6)1-.25"X.1 05"NAILS(TYP.) S31)7/16"PLES P 3/4". CONNECTION 0. ROOF FRAMING m� 2X4(6)FLOOR JOIST v r DOUBLE.PT 2X6 SKIDS. � 0 N.T.S. ?jTYPICAL DOOR FRAMING :W am° Base Rail or Top Rail DOUBLE 2X4(6),(8):1:72 SLOPE I X.' 13' 9" MAXIMUM DOOR SIZE W o M .. 120"W X 84'H " DOUBLE 2X4,MAX.12'SPAN 1 ti �o 0 END W LL FRAM I NG �. m #10 Type A Screw c�i1 < !' w LL .. N z°i Oj C, O 2X4 RAFTERS 24"OC 'T•S.' _ - ... to J N N SINGLE 2X4 FOR SPAN<99" o< Z o Swaged dimple with DOUBLE 2X4 FORT <144" (?_Pn O..LLo o 118"dia.hole OPTIONAL SLOPE ROOF FRAMING ROOFING:SEENOTE#14 Norm F_u 3 U �(L3a a 1 518"x 3 1/2"'.038 Steel Stud j 3 i U 0 _ � _ 1�. OPTIONAL STEEL STUD DETAIL "PvNDI OTE: THISNONN STRUCTURAI{7KRAMING PPRQVD ' DETAILINAYVARY."FLO.IDIAN" • }'�•j A/�_ R A�T HAS NO,. VERHANG.-M N" N.T.S. SAO V��E1 Y 1 MAX.00PVERHANGAISS 6". TYPICAL WIN.FRAMING NON LOAD BEARING AREA OVER DOOR A !� ROBIN BUILDERS,INC! 2X4 TOP PLATEA 2X4#2 STUDS PO BOX 1067 A 24°O.C. 2X4#2 SYP STUDS" LAKE WALES.FL. 33859 24"O.C. ri� (863)638-1294 1X4 PURLIN DADOED FLOORING:SEE NOTE#16 1X4 PURLIN INTO STUDS j SUBURBAN, STUC 0; DADOED INTO STUDS FLORIDIAN. PINEY MAX. 99" SIDING:SEE NOTE#'141;,} BARN, GREENHOUSE e ii>i STEEL FRAME DOUBLE 2X 2X4(6)FLOOR JOIST 2010 SW TYPIC: L`T[CROS:S CTI ON - 5-'2 1X4 BOTTOM PLATE i+ SIDE WALL FRAMING °TED. _ M. '-i 'CBE'!e'etC09v' rai. 12 20 GA.2:5"X 4 MITEK CONNECTOR PLATES (4)3"X.120 NAILS PER DOUBLE 4 EACH SIDE OF JOINT .2X4 CONNECTION 20 GA.3"X 6"CONNECTOR PLATES ' B AT THIS CONNECTION ON 13'WIDE c OV N ' UNITS ONLY m oai I� _ 0- C-4 - '1 1 1/2"x 5"26 GA.GALV.STEEL PLATE ; z n rh (6)1.25"X.105"NAILS 1 DOUBLE-2X4 STUDS&RAFTERS o 4i J I .DOUBLE 2X4 ';) STITCHED W/3"X.120 NAILS 12"OC a� d a ?t 00 i = J I w 1,X4 PURLIN — —o Q o p l 1 X4 PURLIN (3)7/16'X 1.314" 1 '112"X'10"26 GA.GALV•STEEL PLATE )� STAPLES,PER CONNECTION z 3 (6)1.25"X.1 05"NAILS(TYR.) w I ,z o ot I {j —1 X4 BOTTOM PLATE, v DOUBLE PT 2X6 SKIDS 4 m vl m i� TYPICAL DOOR FRAMING: > i 13' MAX. MAXIMUM DOOR SIZE- j' -120"W X84"H W � ) END WALL ERA ;; I N G .14onco N.T .V m 1 X4 SYPKD ON 6'&8'WIDE UNITS ONLY aw o N 1X4 PURLIN 12 20 GA.2.5"X 4"MITEK:CONNECTOR PLbTES 1 Y D I o=n z 4 11 (3)7/16"X 1 3/4" 4 - _ EACH SIDE OF JOINT ;! r O STAPLES PER CONNECTION —\ cs A N `�W�° O v APPROVED q ^z =a o DELETE OVERHANG ON RUFFY __ __ 20 GA.3"X 6"CONNECTOR R,•ATES �j=3 :1 N -- AT THIS ONNECTIONON4i` WIDE 3 0 o &AMERICANA MODELS 3` zU �� UNITS ONLY. I, DOCUMENT D 0 2X4 BOTTOM CHORDS ON 10',11' U O a 3 8.13'WIDE UNITS ONLY 16" (3)3"X.120 NAILS 2X4 STUDS,&RAFTERS 24"Ci]' PER CONNECTION Sa . 92" MAX. i ROSIN BUILDERS, INC. .: Y II LA BOX 1067 n 1X4 PURLIN. i LAKE WALES FL. 38859 MAX:SPAN((IN UNDER BEARING (863)638-124 (3)7/16"X 1 3/4" EXTE�IOR WALL N 1 1/2"X 10"26 GA.GALV.STEEL PLATE STAPLES PER CONNECTIdf; 'j n 2-2X4 2-2X6 - - (6)1.25-X.105"NAILS(fYP.) " =1X4 BOTTOM PLATE � j u ±i q_FILLER---B RUFFY d DOUBLE PT 2X6 SKIDS ° HEADER TYPE MAX.SPAN CLASSIC i AMERICANA m' 13' MAX. "`f B 95" Ij K20 'SWCROSS SECTION DETAIL2 4 o>} s N.T.S. i4I i� FRAM11}G FOR RUFFY,CM,SSIC AND AMERICA M J 7.�lu`" 1 Lt Me.N. USE 1/2DIA" R 36@f1 79s L"xaut[51©a 1F3ors�n C•rdiice4e t_!"' ' EP HEADS' 1MQiL1!&�. )➢tA F`1a. @ 2'FRM EACH END.8@ 8'-0"O.C.(MAX) • -PATIO ANCHOR-MICS-2--' ----- ORA PPROVED EQUAL: Wl2 114"MIN EMBEDMENT - m o vI IN 2500'PSI CONCRETE .x) 035 GAI_V.STRAP OF 4750#CAPACITY m 6 IN 0-1 'Z C, M i 035 GALV.STRAP OF 4750#CAPACITY OR EQUAL O w STRAP IS THREADED ? < a THROUGH SLOTTED BOLT N AE THE BOLT IS TIGHTENED,' _ o THE STRAP WINDS AROUND THE BOLT SHANK. DOUBLE PT 2X6 kID J -oal — =a - ops=--- ;4. 3 i/2"CbNCAETE SLAB, )t 3>I off` 6X6#10/10 WWM U J CL OR FI ERMESH a¢1 DOUBLE PT 2X6 SKID• nn o my-o O .i: Li W coo I 2" DR 4r)X 8"X 16"CONCRETE BLOCK a �® }} oM my BLOCKS&TIE DOWN ANCHORS SPACED 2' iii ' FROM EACH END;THEN ON MAX.8'CENTERS. Ia�! W Q"I, v I TIE DOWN ANCHOR: 5/8'X 30"TWIN 4"HELIX(#30DHC2)OR 'J D0CU.ME*. �Z w C) ' S/8"X 24"6'HELIX'(#24SH'OR EQUAL FOR SOIL �cFj: � O>N o;i a MODEL MRA(#24DA01)OR EQUAL FOR ROCK' V P W T c _ '> T� E.. N LAB. :. : N r SCALE:1"=1' �' Nam p.,W Z I } -w yo— q Z UU ! s TIE DOWN ' 'TO . :GROUND t 3 Ix a a { 2X4 SYPKD STUD 24"OC q 3 g f o SCALE:2"=11 r o v o�I nt 1/2"EXPANSION BOLT @ 48"O C v o a�i 3 S'' 2 1/4"EMBED WITH 2"X 118"WASHER 2X4 PT BOTTOM PLATE f 1 1/2"CONCR&E SL B }'f ROBIN BUILDERS,IN d 6X6#1A/10 WWM PO BOX 1067 ?( LAKE WALE FL.3.345 FLOOR JOISTS AT 24'OC WILL SUPPORT 50 PSF LIVE 9 DEAD LOAD dQ OR FIBERMESH ' �+ FLOOR LOADING. 20" d (863)638-1294 - :'J, !2 G (3)#5 RODS(MIN.3"'CONCRETE COVER) n UNIT WIDTH 6' 8' 10' 12• 13'9" i SUBURBAN, STUCCO FLOOR JOIST 2X4 2X4 2X6 2X6 2X6 Q• d•. • FLORIDIAN, PINEY _ 11 NOTE:BOTTOM PLATE IS ATTACHED TO STUDS BARN, .GREENHOUSE ' WITH(2)3"X.120 NAILS&WITH'1 1/2" CLASSIC, RUFFY A' 16' IB' 18' 28.5' 40.5' X id" 8 GA GALV."U"STRAP AT EACH I f STUB TO BOTTOM PLATE CONNECTION. AMERICANA, STEELI d B' 40' 60' 84' 84' 41•' (1.0)1 1/4"X.105 NAILS PER STRAP. I2' NO'U"STRAP.ON STEELIGREENHOUSE. i m F-A 010 SWFOR 125 PSF FLOOR LOAD, 16'OC OR 24'OC FLOOR JOISTS CAN' �� pBE USED SO LONG AS DIMENSION'B'IS DIVIDED EQUALLY @ 42' 5-201 5 ofWITHA CENTER SKID ANDAN EXTRA SKID IS PLACED UNDER EACHy, �OUTSIDEWALLT E D� LN i;, iT W'O.0 LO O R NOTED. { SQ E-1 wo m y.