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HomeMy WebLinkAboutEngineering RA li sdisai$ I aus n r ttilfi[olNr# e90A Pro e0 � I Regulation $�p48t,1 fir I#5�,414.�$ - — --- - K�L�bY3i�'!, I�,�tt gccit�Giav�rn�t September 03,2016 Lewis Hartley Robin BUllders,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 f lorida. Construction or modification on a manufactured building cannot begln 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 Pepartment 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 6CIS{www.floribulldino_nro)for online renewal.If you have questlons you may contact Robert Lorenzo at 850.717-1835 or our FAX at 850-414-8436. Please visit our website at www.goridabuildino.ora 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 i '3QM1I aff TIIA X0I103dS1NI O!T NO for KO 1d3X a9l.I°Sf2I'Q MNA34 Mw 3,1V m -..'.�.; . :. . .' ¢ � Lu Q3A131A321 ' o z s UJI o Q Q 3y 03 Q3M31A32I v`� 9 V 3NN1 It" -- - - J�/./� _ �a - _ _ _ -_— _ _�""W L'll+(II(�hV &Z Z'— ou7n! ' — - -- - - - --- l. ILAK� Wl�L � a r If— 1'— W (L Co _ — I+ ` ' N -W.w x a 1;TH15 STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE 2074 FBC,51h Edition,2011 NEC, 12.ACL WIRE SHALL-BE d112 THHN SOLID COPPER WITH GROUND.WIRING I't 2014 Flodda Fire Prevention Code end ASCE 7-10 FOR 1 GO MPH WIND VELOCITY(3 SECOND GUST), PROTECTED PER NEC 2008 ED.FIXTURE LOCATIONS&TYPE MAY VARY. EXPOSURE C FOR PARTIALLY ENCLOSED BUILDINGS .I TYPE,SIZE QUANTITY AND LOCATION MAY VARY.- ` 2 ALL MATERIALS AND LABOR SHALL BE IN ACCORDANCE WITH THE ABOVE CODE AND 13;ALUMINUM WINDOWS .• ' ALL OTHER APPLICABLE CODES. F+ � �;.;; ^;&1p 14.OPTIONAL EXTERIOR WALL COVERINGS INCLUDE CORRUGATED.ALUMINUM, 3.BUILDING CLASSIFIED AS RESIDENTIAL LAWN STORAGE.501125 PSF FLOOR LOAD. MESA ALUMINUM,4°LAP ALUMINUM file:PT T-111 SIDING VINYL SIDING NOT FOR.*BITATION. WITH ENERGY BRACE BACKER:FIB(=R•CEMENT PANEL 8�STO'STUCCO ON 5/81'DENSE GLASS GOLD OR SUNTUFF.:ROOF COVERINGS INCLUDE ALUMINUM 4.WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. PERM NGLG ROOF OVER 5/8'PLVWQOD WITH 2 LAYERS OF 16 LB.FELT OR �'a• •v i.' ERATILE OVER 711 S'OS13 AND 15 LB.FELT. ( v �•' '• ' S.OUTSIDE OVERALL DIMENSIONS CAN VARY BETWEEN LIMITS AS SHOWN,BUT MEMBER 1 41 <''+m:.F•qp'4-1-�; 15.USE 7RO X t AND 16 GA.STAPLE FOR ALL CONNECTIONS BETWEEN WOOD �z;o,. ( w I ( SPACING SHALL NQT EXCEED LIMITS AS INDICATED;, SIDING/ROOF AND FRAME, I 'ti,i5 N' -:(__O'y . v.e ALL LUMBER TO BE,1i2 SYPKD I y Osn 4-�( 16.39"PLY\A1000 FLOORING SURFACE NAILED WITH 3"X:120 NAIL SPAC D 6°OC EDGE/10.OC FIELD. € ALL'.WOODiWITHIN.IL°.OF GR 0E-.OR'IN,CONTACT.WITH MASONRY.SHALL BE.TREATED.. .�__.__ _...... .. _ ,__ .FORIGRO,UNO'go 4TACT'W/GALV.FASTENERS � "I , .; 17.FOUNDATION,FOOTING AND ANCHORING OF UNIT WILL.BE THE OWNER'S .,�+ �zi{I'•' "R I. ) RESPONSIBILITY TO CHECK WITIi LOCAL CODE AUTHORITY TO VERIFY'SPECIFIC •8:TR1189 DESIGNED TO•SUPPORT D.L.+L.L.=35 P5F 'REQUIRCMENTS AFFECTIN G:THE INSTALLATON,-SETUP AND UTILITY CONNECTIONS TO THIS BUILDING:••THE.PURCHASER ASSUMES:ALL :B.ALL ALUMINUM SIDING/ROOFING TO BE 3004 ALLOY CONFORMING TO ASTM 13-209;- RESRONSIBILITY FOR COMPLIANCE WITH LOCAL.COUNTY OR MUNICIPAL CODE 32.000 MINIMUM YIELD STRENGTH. REQUIREMENTS FOR THIS STRUCTURE: I'.is i!'t�.. I•'� '''10.USE 118 X 3/4"TYPE A SHEET METAL SCREW FOR ALL CONNECTIONS BETWEEN IS-ROOF ORAINAGE PFq f 793/&R903.4 ALUMINUM LAP SIDING AND FRAME USE iJB X 1°WITH 1IZ°ALUM:BACK NEOPRENE �V ff f� - 'IN ASHER A9 ACHED ON CONNECTIONS BETWEEN ROOF AND FRAME. \\ ©//�! STRUCTURAL LOAD!LIMITATIONS ..'., - 'ROOF/SIDING'=PERIPHERAt:'MEMBERS 2.11/2'OC �� �` '�...•� /� "- '-ROOF/SIDING-INTERIOR MEMBERS 5"OC �� +� f FLOOR LIVE LOAD: SIDING-12"OC BOTTOM PERIMETER.. ��qq,, r \„>: `' �' X� D91N RUI006R6,INC._ _ �V'j �' '•_� A 50/125 P5F 0II((.60y7/(p1067 ROOF LIVE LOAD:' 863I 63BE5(294 33859 11.DOOR SHALL BE 1°.X 1"STEEL TUBE FRAME WITH AN ALUMINUM` �D°`32i 8� A.30 PSF PANEL INSERT.ALUMINUM TRIM AND ALUMINUM PIANO'HINGE ATTACHED WITH — ROOF SNOW LOAD.- AL. y '. MINUM RIVETS.DOOR'ATTACHED•TO VERTICAL 2X4.OPTIONAL DOORS INCLUDE j NOT APPUCABLE 1 Do ALUMINUM'DOORS.GARAGE DGORS,�AND''PREHUNG'STEEL•DDORS:TYPE, -•• � ' ( ' SIZE,QUANTITY AND LOCATION MAY VARY%DOOR HEIGHT--4DO Sql FEET PER 1008t1;.l(3)&,R311.2 -- (�. � ,rLq,- !� WIND LOAD: :SUBURBAN, STUCCO •^.. y ' "'�''^�+. A UL71RA1E 160 MPH;NOMINAL 124 MPH jj FL'ORIDIAN,-PINEY i "• B.RISK CATEGORY I ( BARN, GREENHOUSE + ."oP /m2naA �q STP.T[OF '.,`&� t: CLASSIC, RUFFY �•, 5;(!�{ y.1—- J_ C C WINO EXPOSURE CATEGORY /�0,p 3y,,l f.^y �(�F� e,� D.GCPf-+—.R5 INTERN L PRESSURE •AMERICANA, STEEL CODEREWEW �•.a k - PromosfonNServicefnduselos /f S-S -�� E.+39.5,—42.9 PSF-DOORS F;+49a,:•LezO inNDOws! "''2010 s . ' Odsn do.Florida=39 J \\\ jc,F'r o oa mn.o,E.N—Y,Lt JlWt �11 I °S-15-12 1 of 4. ,,, FL QMITO,estr9l ' � 3 2012; i NONE PSI APPROVAL 201*5-06-23 _ _ - ,1 NOTE:gOOITIONA SKID P� CED:UN ER' ; EACH OUTS�DE WAL�ON 13'D' .. ):. 'T U ''. '4- VAi71ES TO 150:,.;0".•� N179" � m z I. .:.,., ,- .. i,: WIDE .. :N o (6J FLOOR JO,�)ST5-2450C,_ _ _ 71 SI X 24 6 HELIX OR'EOUAL ANCHOR FOR SOIL_ DOUBLE 2X6 SKID P(3)234 Bj OAIL IL •'.' .. STRAP O CABLE OFCAPACITY1 -- ---- - -—- - -- 24DAC OC "r N}' .. A 4 50 . MODCL MRA( I)OF3'E --m-•036 GALV;• RCA0. ' •L.,..' ai[r i '- 1 I Ii. F ZF } \u��q•C. Sri�Gl�,�'�.;Y/,{'fir'•i.:-� D<� ..L vv 'ti/' _•T •�" ,��•/� '.}� IZ god �1:' t. ., aJ VARIES TO IS' 9_. `-j, ,.4 i T- %�?i STATE!:6F ��` m cs Z 6to �. ( (,`pT, A i .ex .:.. P.a. rv: ' i ..-.•'i.: .6:',8„WIDE UNITS U 3`X 120 NAILS PER CO,NJ;,ECTIQN �- : ``� Nm •o + .. PTppx<4-FL'OOR?GISTS 24"OC 10'-id'WIDE UNITS ^I _ : ` t $ PT 2X8 FLOOR JOISTS 24"—TYPICAL FLOOR 'FRAM I 1 V�G AND TIE,DOWN ANCHORS SPACED 2'FROM KS EACH END,THEN MAX.8'CENTERS. OR 516"SF PLYWOOD ; .. •><""-OFaT {jl � ' . CODE REVIEWq Np,Mti� ...:, .t ' PrvIu551and19oN(AIWAIr14V ' 2X4 O 6 PT FLOOR JOIST FLOOR JOISTS AT ZA'OC WILL SUPPORT 58 PSF LIVE 8 DEAD LOAD i y FLOOR LOADING. onnlmo,rimilm 3209• 4 '1P rxnno,Aw,r.vmcam e.x.ary.m �.UI �g5:'INC:.,•' /y A lecaem9w,u t F ... to cuaoaou i �t {29LS.3385 . Z6 GA ;ALV gryGL'E PLATE UNIT WIDTH b' 8' 10' 12' 1319, cLsnlwa,suP.m :.I•' 6-3`)C.120 NAILS PER PLAT [, FLOOR JOIST 2%A 2XA 2X6 2X6 2X6 2X4 P7 HEADER ,.:A• 16' ID' Ifi' '28.5' A0.5' Su URBAN, STUCCO .. {-. -• PT DOUBLE 2X8 SKIDS, - -' g _ •E40pIDIAN, PINEY: '6' AO• 60' .8A' 6A' 0/; �� •BARN, GREENHOUSE �;: .. .C SSIAR(1FFY':: z p •gyp 1 A ¢FICA STEED .9- NOTE: .LOOK JOI&T9.()3 X 1020ONAIL9 Al ACH ECEIVE FOP 12E5pPS0p�FLOOR LOpA�(DA:1lub�'OC IX3 .A-OC FLOOR JOTS S AN '!CONNECTION. WETHSA CENTE�NSItnO PNDEANIElN(TRA�SIt�0VID PLACEU U D®R EACH �2U SWWALL-FLOOR DETAIL AO ,s—,z 2 a,�nN.T.S. NONE q i PS:I.`APPROVAL 20�1 5-06-23.. - r 41 ... .. .......... - "' ;v77 � _. �-..... .'., �� .FRAMING FOR$UBURBAbIpAAIldI►flIA " RAFTER,SCHEDULE)-2X-0RAFTERS 247.0.C. ... .. ,•• .O y`T 1 a' .1 :•'• •: ''71 1 •-USE SINGLERAFTER FOR'SPAN 90,.:':I•• A' - 'USEDODBLE27(�RAFTER FqR SPAN MArX,1.44G oouBLE TRus&OYERDOuI) ';2%4' T110S�:I 'fi:;,:' -_:... d° .. GABLEOR S IER O•id A�-E ���� •� ' Y i ••.OIRECTGAO LE •. gg r� -' : Id >yd •"+ Nt 20 GA.2.5 y\1 M p �DTGR PLATES. b o-*•:> -- ___ --. - :; i:•' I. - A'c >j: lii —EACH SIDEFYU :. 'NO_ TATI ON IS SYMBOLIC .,..•• :.:.>•'. ..I;..,... •• s.. ' 1KINfi .105"•:NAILS:::•• ° , 12T ON TRUSSES 7iiU O w°- - •..OFING SEE NDTEB4 12X5•2BAGALV-5T-- PLATE r a•' •: ' •LIGHT :,9�',.' X�112SYPKDSTUDS 7ftU99 ,. .. .:..::. :ik I , I i4 RAFTEfi9 •R :I;; o¢:•:':�:`I OCITLE7•�' OUBLE 2X4 I_ 4r0 ,o z..;�0'.:.•;': �3X SIOING:9EE NOTE 01:1 _ _•a .- �'i. __ _ bW3;.�, _ _ _ "_ .. _ 1 • I . ILS •''+' PER CONNECTION 1Xd PURUN' M A '.'12• 1 72"X S"26 GA.GALV,STEEL-(P,TlA7E 'i i 1 4 SYPI<D FUR • +' I ..... C3ONNECT 1314' (611.25°.X-105•NAILS P.) P ON "'• '•�•��. APLES .i .��� Fth .Y'4I+-il-1:[9T5Li 2X4161FLOORJOL9T .. 2 1O" .. A DOUBLE PT 2%6 SI(I(19 pP¢ Cl t •• N.T.S. TYPICAL DOOR FRAMING .A7Om r" ti I Elmo R.I.,Top Rall DOUBLE 2X4(BI.(B):1:12 SLOPE MAX, 13' 9- MAXIMUM DOOR'SIZE I-'�—3z' '•I� .:DCU E l-jfMAX.12'SPAN Q �._120"W%184"H :i IO,p 4.. I ::i .. ' �4 TYPaAScrew �'9'3Y@� 1YV 6-�I:L. Y,yC1YYY-Y.BxI V+V� t I.q.3Z4).rnR io.. ;..1•� , '• 11'j" 2X4 RAFTERS 24'OC:.• N.7.5. 'I yyy j N .•m' SM 13 X4 FOR SPAN<9B' .. ;1fftltl�e. S-99d dimple vAlh DOUBLE 2X4;FOR SPAN<164: � �i p.Zr` . __...la6_did.Jm1B OPTd.Ol�ll�L- SL-'-QP=.FROOF—:F—R-AW4-. 1G `°� ;::is i ROOFING:SEE NOTE 614. �. w N.T.S. 1 51B•z 3112°.03B St.dl Sb4d a a 'n., a 5 m /' ,.�..:•... ,...'' '...:.is r NOTE: THIS NON.STRUC7URAL FRAMING J y 4:e.°!rl{u uillun 1 OPTIONAL STEEL STUD DETAIL ETAILMAYVARY.•F�D�NIAN T4Bui dFJn as .. _ OOOERE en1 rnau<+rcen =.11.EIlS .AS NO OVER NG-B a.ue' 1 ii+: rw:•^N.T"9 MAX OPTFJiG HAIdGI56ARU., .oV WE TVPICALWIN.FRAMINGn4s:+mesvee!NON LOAD BEARING AR AVERpOOR '• ••• ,INC.,z P.1141.Fmdao•2X4,70PPLATE 2X4'112 STUDS 41nnHe'.mrcr:\vuu ,24"D.C: 2X402 SYP STUDS Luc 951... L 3385924'O.C. 1%4 PURLIN DAOOED '• .. FLOORING.9 E NOTE flt6 . ,p' fX4,PURLIN INTO STUDS I. I 9UB4-AN, STUCCO _ DADoeolNro STUDS / - FLGRIDIANi PINEY 1; _ 5,, MAX. 99'• SIDING:SEE NOTE:J14 J BARN,,GREENHOUSE i STEEL'FHAIAE ••�:• LE4. DO PLUBLE• 2X4(61 FLOOR JOIST I ...1 F. �2010 c 7X4.ppOppT��TO//M�� aa nn TVPI°C�,I_ : SCALE• ' PSI APPROVAL 2015 06-23 ..�.�.. ... ..x , ... ......._ hit ( 20G ACS.". 0NECTORPLATES, lll � {4)3"X.120 NAILS PER DOUBLE d E H DE OF J S� - .:- ,: a.,.,, �� :.� •[,`� j 2X4 CONNECTION 1• ' ..ZO GAx+3"X:6°CONN CTOR PLATES � AT THIS CONI4E LION ON 13"WIDE m o•' . F,� ':i: . ' ...• (6)1:2" :105NAILS .I DOUBLE 2X4 T'099�i,RAFTE X,1$O NAILSR I92"OG DOUBLE 2X4 S7ITOHF0 Wl8 1• N 6 !., S• yy .,a �+ \\� .'.;.11 X4 P,U IN \_:\\.. - - - ^1X4 PURLIN '. (3)7(16 X134- I .P- <x - - - -- (�)• \ •- 1 112"X 10"26 GA.GALV,S7EEL•PLATE. STAPLES PER CONNECTION is 3 0 I{;.13�y \•cif/�¢[�( (6).1.26••x.105^NAILS(wP.) .:'�1,. .R CAr"b4 .1�6 L:'i IXd BOTTOM PLATE:, I�*a . DDLIBI.E PT 2X8 SKIDSut TYPICAL DOOR FRAMING; 13' MAX. MJUCIMUM DOOR'$12E- a •a 120=WX64"H ;, tn% m" " END WALL FRAMING Imo?+ IX4 SYPKD ON 0'&B'WIDE UNITS ONLY ,N •1X4 RURLIN ' 2 •.20 ". OR P .. -io';y1 !(IC(...OIio}! � tti4 p 4"'1Z A Z i rG 1 'I (317116"!:X 1,314" 4 �— - - _ G EACH SIDE OF JOINTNE PLATES k ;O i-0 3�. .-i `-..-.y.?u•c•SuTyPI•i„S.h EW F,i IONNEPT10N...- �.•,,+rEO . _'....: r.i,�.......... ..�:. ;r DELETEC VE HANG:Oid-RUF -' I`•"�� °r GNN C70R PLATES Prof"a o rr ry mu"aerceaq -_`• RR �' � 20 nauasrxttw R°�•3a 1&AMERI,ANA'MODpoS � - !Ll 'AT THIS CONNECTION ONI3'WIDEazUNITS ONLY, rMa 'm ,me ' oTOM CHORD-ON 101�&13'.WIDE UNITS O LAeeoM FL6Ml,7%a-M (3),3"X.120 NAILS. "�2X4 STUDS&RAFTERS 24"O.O. PER•CONNECTION • ,. ".r.....-. .. 92" MAX. } ROBIN BUILDERS.INC, . t ` r PO BOX fO67',- A. PURLIN U1KE�wAI:E6'Fl.]3669 'I (3)7116"X 1 314" MAX.6PE!If`!)IOUp A�BEARJ!NG t(B6SII 638-12'a'4 J 1 112-X IW 2G GA.GALV.STEEL PLATE :, STAPLES PER CONNECTION XTEfi •..:($}1.25"X.105"NAILS'(7•YP.} 1X4 BOTTOM PLATE d • �' /Z �y I(p(J� 2.% 2-2X6 . u, .,: ._. .,._.._.. Cl 1.AS51C -eg•• 'oouei:e T 2Xtl SKIOB_ I HEADEF7�TYPE MAX, PAN Ah;ERICA'NA. a 13' MAX.---�( B 96" zoia'Sw CR : SS SECTION DETAIL �.=,5=;z yaf:A •.NONE lg'; ?:, -:::e .. ,..'+ : . :.:. .: r+ r r _..f:...- _._. FR(+MING.F.OR•{Z�fFFI'r CIftSS1C AND'AMERICANA tdORELS ..{,.. PSf APPROVAL 2015-06-23 NDP USE 1/2"DIA.RED HEADS "APRP @ 2'FRM EACH END&@ 8'-0"O.C.(MAX) PATIO.ANCHOR MICS-2 -DOC D M OR APPROVED EQUAL ( 1 W/2 1/4"MIN EMBEDMENT IN 2500 PSI CONCRETE 035 GALV.STRAP OF 4750#CAPACITY m m I MI' N.,I z 'IM .035 GALV.STRAP OF 47504 CAPACITY OR EQUAL p F w STRAP IS THREADED TH - � - N ROUGH SLOTTED BOLT - --- -- --- -- - - -- -- - --- -- - --- -- --- -- - --- - - - -_ -- --- - -- - - -- - p D ' AS THE BOLT IS TIGHTENED: -- - --- - ---_ --- - - _---_-- - -- --. - - - - - - --- - __ - ----p- ----- - THE STRAP WINDS AROUND 0DOUBLE PT 2X0 SKID THE BOLT SHANK. d p < o a 00 2"CONCRETE SLAB, d p 4 a W z3w 6X6#10/10 WWM u 3 a OR FIBERMESH a.4 DOUBLE PT 2X6 SKID ,R ^aye.} • '.i,)•"";S'�f:'n�t:i rb mw�o > to O P111a xo, l 2 I a JW • w <Mm 2"(Oft',4")X 8"X 16"CONCRETE BLOCK ti p `r BLOCKS&TIE DOWN ANCHORS SPACED 2' �I"�u `k z-j o F FROM EACH ENO,THEN ON MAX.B'CENTERS. TIE DOWN ANCHOR: 516"'X 30t'TWIN;4"HELIX(430DHC2)OR �H aCI1G0 ' r a '� w;O1 W m 518":X 241.: W'HE(:IX(424SH)OR EQUAL FOR SOIL '. 0>w p0 Li > c MODEL:MRA(#24DAC1)OR EQUAL FOR ROCK V=eq TIE DOWN TO SLAB z. o n SCALE:1"=-P T a W m p z $ q ^z vOp3 0 s TIE DOWN TO GROUND � 3 Ma�< 2X4 SYPKD STUD 24"OC 4 O SCALE:2"=1' Z U F 1/2"EXPANSION BOLT cLil 48"O C cpi o a 2 114"EMBED WITH 2"X 118"WASHER 2X4 PT BOTOM PLATE T G• d Na R„YI^A�r mi.. 3 112"CONCR&E SLAB ROSIN BUILDERS,INC: 4/ 6X6#1 Oil 0 WWM PO BOX 1067 dd OR FIBERMESH LAKE WALES,FL_3385• .a FLOOR JOISTS AT 24'OC WILL SUPPORT'SO PSF LIVE:&DEAD LOAD 20.. d (863)638-1294 FLOOR.LOADING. N c (3)#5 RODS(MIN.3"CONCRETE-COVER).. UNIT WIDTH 6' 8' 10' 12' '•13'+9'- SUBURBAN, STUCCO` FLOOR JOIST 2X4 2X4 2X6 2X6 2X6 Q• .d• • FLORIDIAN.-PINEY ,I NOTE:BOTTOM PLATE IS ATTACHED't'b',9.fUQS: BARN, GREENHOUSE, WITH((2)3"X.120 NAILS&Id WITNIIS?I/2''i':•; 'A' 16" 18' 18' 28-5' 40.5' X'14"26 GA.GALV."U'STRR//�C A.MPIENCH.t.:i:: CLASSIC, RUFFY STUD TO BOTTOM PLATE•CtOfIN6CTION;,.:;.:. ' AMERICANA, STEEL a '8' 40' 60' 84' 84' 84' (10)1 1/4"X.105 NAILS PER.STR,' .it;;'-,:i '- —12_"— NO"U"STRAP ON STEELlGREENH6USE' m .-2010.SW BE USED SO LONG AS DIMDNSION BR•S DIVIDED EOl'I41 0 42' �3-15-201 5 of 5 WITH A CENTER SKID AND AN EXTRA-SKIIj IS�PLACEa.;UNRER EACH _ .. �. OUTSIDE WALL' TIE DOWN W�I•T H O O T E LO O'R: AS NOTED _ .L191 C7d.'�ih' _ SCALE• =1'