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' lorida Building Code Online up �, Page 1 of 5 " v n. BCIS Home i Log In i User Registration Hot Topics Submit Surcharge Stats&Facts i Publications ; FBC Staff BCIS Site Map Links Search z„n. !! Apr Product Approval i� ;f USER:Public User r ��. Product Approval Menu>Product or Application Search>Application List>Application Detail _ J=' FL# FL8888-R4 :z1 Application Type Affirmation Code Version 2014 Application Status Approved • Comments Archived ❑ Product Manufacturer ASTA DOOR CORPORATION Address/Phone/Email 4255 MCEVER INDUSTRIAL DRIVE NW ACWORTH,GA 30101 (770)974-2600 Ext208 JFRENCH 3@ASTADOOR.COM Authorized Signature JAMES FRENCH JFRENCH 3 @ASTA DOOR.COM Technical Representative James French Address/Phone/Email po box 420 acworth,GA 30101 jfrench3@astadoor.com Quality Assurance Representative Mike Alvis Address/Phone/Email P.O. Box 420 Acworth,GA 30101 (770)974-2600 Ext248 malvis@astadoor.com Category Exterior Doors Subcategory Roll-Up Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ❑ Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed the Joseph H.Dixon,Jr Evaluation Report Florida License PE-7768 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Gordon Thomas,P.E. ❑ Validation Checklist-Hardcopy Received Certificate of Independence FL8888 R4 COI Financial Indep 102709.pdf Referenced Standard and Year(of Standard) Standard Year ASTM E330 2002 DASMA 108 2002 Equivalence of Product Standards Certified By Sections from the Code http://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgtYtsw8jP6BrAI... 1/27/2017 Florida Building Code Online _Page 2 of 5 a Ell 19 ItL' � 3d f Li �I affirm that there are no ch k�:anges in the new Florida Building Code which affect my product(s)and my product(s) are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity Oyes ONo ON/A FL8888 R4 CDC 35010 self affirm 8888 R3.pdf Product Approval Method Method 1 Option D i Date Submitted 05/20/2015 Date Validated 05/20/2015 Date Pending FBC Approval Date Approved 05/31/2015 Summary of Products FL# Model, Number or Name Description 8888.1 203 Windlock Commercial Sheet Maximum design pressure for 8'wide by 21' high door. Door Lower design pressures calculated for up to 20'wide by 21' high door, Limits of Use Installation Instructions Approved for use in HVHZ: No FL8888 R4 II 27013-200 Series Inst all sealed.odf Approved for use outside HVHZ: Yes FL8888 R4 II 29031 203.odf Impact Resistant: No Verified By:Joseph H. Dixon P.E. FL.No.7768 Design Pressure: +113.1Max/-113.1Max Created by Independent Third Party: No Other: Design pressure at test door width of 16'_ +/-35.0 Evaluation Reports psf FL8888 R4 AE ER-07-0005-R3 022212 0011.pdf Created by Independent Third Party:Yes 8888.2 233 Windlock Industrial Sheet Door Maximum design pressure for 8'wide by 21'high door. Lower design pressures calculated for up to 20'wide by 21' high door. Limits of Use Installation Instructions Approved for use in HVHZ: No FL8888 R4 II 27013-200 Series Inst all sealed.odf Approved for use outside HVHZ: Yes FL8888 R4 II 29031 233.pdf Impact Resistant: No Verified By: Joseph H.Dixon P.E.FL. No. 7768 Design Pressure: +95.9Max/-95.9Max Created by Independent Third Party: No Other:Design pressure at test door width of 16'_ +/-37.5 Evaluation Reports psf FL8888 R4 AE ER-07-0005-R3 022212 0011.odf Created by Independent Third Party: Yes 8888.3 320 Commercial Slat Door(20 Maximum design pressure for 8'wide by 21' high door. Gauge-Flat Slat) Lower design pressures calculated for up to 20'wide by 21' high door. Limits of Use Installation Instructions Approved for use in HVHZ: No FL8888 R4 II 27013-300 Series Install sealed.odf Approved for use outside HVHZ: Yes FL8888 R4 II 29031 300 Se ries.pdf Impact Resistant: No Verified By: Joseph H. Dixon P.E. FL.No.7768 Design Pressure: +138.3Max/-131.3Max Created by Independent Third Party: No Other: Design pressure at test door width of 16'_ +42.7/ Evaluation Reports -39.7 psf FL8888 R4 AE ER-07-0005-R3 022212 0011.odf Created by Independent Third Party: Yes 8888.4 322 Commercial Slat Door(22 Maximum design pressure for 8'wide by 21' high door. Gauge-Flat Slat) Lower design pressures calculated for up to 20'wide by 21' high door. Limits of Use Installation Instructions Approved for use in HVHZ: No FL8888 R4 II 27013-300 Series Inst all sealed.ndf Approved for use outside HVHZ: Yes FL8888 R4 II 29031 300 Se ries.pdf Impact Resistant: No Verified By: Joseph H. Dixon P.E. FL.No 7768 Design Pressure: +128.5Max/-121.5Max Created by Independent Third Party: No Other: Design pressure at test door width of 16' _ +41.4/ Evaluation Reports -38.4 psf FL8888 R4 AE ER-07-0005-R3 022212 0011.odf Created by Independent Third Party:Yes 8888.5 324 Commercial Slat Door(24 Maximum design pressure for 8'wide by 21'high door. Gauge-Flat Slat) Lower design pressures calculated for up to 20'wide by 21' high door. Limits of Use Installation Instructions Approved for use in HVHZ: No FL8888 R4 II 27013-300 Series Install sealed.pdf Approved for use outside HVHZ: Yes FL8888 R4 II 29031 300 Se ries.01' Impact Resistant: No Verified By: Joseph H. Dixon P.E.FL.No.7768 http://www.floridabuilding.org/pr/Pr ,app dtl.as'x?pararn=wGEVXQwtDqtYtsw P6BrA1... 1/27/2017 ' ;:mA _ USE 3/B"-16 X 1.1/4•HEX HEAD BOLTS. USE 1/2"X 2.114•HEX NUT SLEEVE ANCHORS. •' w, r FOR STEEL JAMB.USE N14 X 1'SELF-DRILLING FOR CONCRETE JAMB.USE 1/2"X 2.1/4 SCREWS AND FASTENED 6•FROM FLOOR AND EXPANSION BOLTS WITH 1.1/2-MINIMUM - 1 6'•0" _ I' L +,/� - n� - SPACED A7 6•ON CENTER THEREAFTER. EMBEDMENT AND FASTENED B"FROM . ._._............_..................._..._._.._._._............._._.__._...._...." ` d ON �p ,^ FLOOR AND SPACED A7 2 • . C CENTER TtiiEREAFTER: I �•.,..... 12 GAUGE MINIMUM t �iHICKNESS % MEAD STOP � r • 1/4' 26 GAUGE GALVANIZED STEEL.GALVANIZED ACCORDING TO \� MAX STEEL JAMB CONCRETE JAMB A.S.T.M.A653-G60 AND FINISHED WITH BAKED EPDXY 21'-D" PRIMER AND BAKED POLYESTER TOP COAT.(SEE NOTE 1.) F I RSW I -I-( ` T-- ens• 7/6' I SLOT 24'TYP. 2'x 2'x 3/16' 11 GUIDE INSERT TOGGLE LOCK STP UCTURAL STEEL ANGLE DETAIL (SEE NOTE 2.) HEAVY DUTY GUIf_E_C_LIP 6' .625' INTERIOR ELEVATION SIDE ELEVATION R.3/2'os 1.zs0+1 Q soo I o• 1 Tee' .250,Q 2so' SLIDE BOLT LOCK BOTTOM BAR '+ 70. g ALTERNATE BOTTOM OURTAINd ` BOTTOM BAR 2.6ee• �•20) BOTTOM ANGLE ATTACHMENT (21 SEAM 2-X 2'X 3/16- DETAIL STRUCTURAL�� 1/4"-2Dx11/a• WINDLOCK CLIP GUIDE INSERT STEEL ANGLE r-:.. TRUSS HEAD widen oozign wlndload Door (SEE NOTE 4.) (SEE NOTE 3.) 1/4.FLAT WASHER �' �. SCREW I1 Pbs ps1 NW psl Model gege In 59' S/i6'-18 HEX NUT f--31i2" ALUMINUM 1tD tfi 35 35 203 0.017 EXTRUSION Taal Door HEAD STOP I ` 1/4%20 X 1.1/4' Calibration wtulati.ns Iw lest door 1255 McEver Ind,Slrial Drive 5/e' 3/8"RADIUS TYPICAL LIFT CLIP TRUSS HEAD Acworth,GA 30101 SCREW 2'x 2"x 3/16" Ca ;,I Live force.by celaulntian Phan:770 874-2600/Fax: 70 974-1455 25' A `T SLIDE STRUCTURAL to daterm(ne rnexinll.n deaigrl pressure ASTA D.-Cerpervtlon ( ) � ) BOLT -STEEL Web Site:www.astadl".w 1/4'-20 HEX HO.NUT�.B\ LOCK ANGLE M.Door Model 203 WindlockN CORRUGATED SHEET 1/4'LOCK WASHER B x21 8 113.1 113.1 201 0,017 Commercial Sheet Door ONE LOCK LOCATED AT BOTTOM ASTRAGAL 9.21 9 91.4 91.4 2G7 0.017 EACH LT1D OF CURTAIN. 10 x 21 10 76.0 76.0 203 0.017 BEST SIZE DESIGN PRESSURE TEST PRESSURE 11 x 21 11 64.6 54.6 203 0.017 52.5 16'WIDE x 8'HIGH t35.0 t SUMMARY OF CATENARY FORCES FOR ALTERNATIVE DOORS 12.21 12 55.9 55.8 203 0.017 r COMPARED TO CERTIFIED TESTING LABORATORIES MAXIMUM SIZE 20'WIDE x 21'HIGH . ` NOTES: REPORT NO-'CTLA•1253W,DATED W02M 13x21 13 489 48.9 203 0.017 _ BHEE 11 SCALE=VARIES TEST LOCATION p$,r 1.STEEL FOR CORRUGATED SHEET ASTM-A653 WITH A MINIMUM YIELD TEST DOOR:IS-VADE X B'HIGH.DESIGN IVIRoNDLAlLiAq D EE35ATD00PSF 14.21 14 43.3 43.3 203 0.017 TOLERANCES CERTIFIED TESTING LABORATORIES _STRENGTH OF 80 KSI AND TENSILE STRENGTH OF 82 KSI.(GRADE 80) STATIC AIR PRESSURE TEST CONDUCTED W ACCORDANCE WITH ASTIA EMDQ2 15.21 15 38.8 38.8 203 '0.017 FRACTION o a S 7252 N IED TE S IN ROAD 2.GUIDES ROLL FORMED(12)GAUGE(.110'-120'1GALVANIZED STEEL. ORLANDO,FL 328214 +' DESIGN WIND FORCES ARE CALCULATED TO PRODUCE CATENARY FORCES AT 16.21 16 35.0 35.0 203 0.017 A=x.032 3.GUIDE INSERT FORMED(121 GAUGE GALVANIZED STEEL THE GUIDES EQUAL TO OR LESS THAN THOSE CALCULATED FOR THE TEST DOOR .XX='s.015.5 4.WITH GAUGE GALVANIZED STEEL VETSWIN ON FOLOCKUR CLIP FASTENED 17.21 17 29.6' 29.1 203 0.017 J(XX=s.005 z REFERENCE A=K WRH TW03/16"X.440"POP RIVETS ON FOUR CORRUGATIONS THIS INDICATES THAT THE CURTAIN.WINDLf3CK5,WINDLOCK CONNECTIONS. 18x21 1B 29.1 29.1 203 0.017 CTLTEST REPORT N3$$3W S PER SIDE OF EACH SHEET. GWDEANGLES,ANDJAMB ANCHORAGES VALLALL BE STRESSEDTO DRAWN RY:JCF EVALUATION REPORT NER•07-DD05 APPROXIMATELY THE SAME.AS THOSE IN THE TEST DOOR,PROVIDED THAT 19 x21 19 26.7 26.7 203 0.017 ISSUE:5-15-07 THE DOOR IS CONSTRUCTED THE SAME FOR ALL OPENING WIDTHS. REVISED:9-2-09 20 x 21 20 24.6 24.5 203 0.017 DO NOTSCALE DRAWING DRAWING F607-1-203 SHEET I OF I _ Product Design Consultant. Florida.No. 7768 3952 LakeMira Ct. . 401-671-0169 f _G . =r ,;?2$1.7 :,.., une 1,20_07 Reprised October=28,20U8 September28,20U9 Revised February EVALUATjON REPORT N+u EIt;07 0.005 R3 Reference No . . 27013_.29064 1903I32Z 10: Products Extenor.Doors Roll-Up:Daors. _ Slat tltilodels 3.00 Series(flat} 34,322 320 + S16toMod6s 400F Serves(flat)., . 424F,422-F 420F,41$F ' Slat Models 400C Senes(curved)" 424C,42C,420C,4T lnsu 622,620;618 - '�ti1 laced Slat.Models b00"Senes:, �. Sheet 1V1odels 200 Senes: 233,203 �N Manufacturers Alta Dt�or Caiporation .. 4255..N1cEver°Industrial Drive,NW Acworth,GA 3010I �TlkTE QF 'b. • statement of Compliance: = Z/7zIl'�I �y '�` •., �� . +. .. +��� ,Sy©N Vie'► ���� The Rolling Overhead Doors;descrbed;<n th>s report were evaluated ao be"in comIt �l ' 2Q10 Florida Building:Code...The doors are,forthe purpose uitended at Ieast egiiivalentao at j. regwred:bythe Cod6.4 6:tnanufaetured.and uistalled.as'A 'rib '. .Descaiption'af:the.Praduct. : _ - - . General-Slat Daors_and Insulated Doors The curtain on all models is uspended from a rotating'shaft:about which the curtain is-coi ed`as the -curtain is iaised:In the.closed posrt on,tl a sides_of the.curtain are constrained from Iateral movement along theit vertical edges by steel guides that are attached`tv the:-door jambs..T his ' constraint provides resistance to lateral wind forces Various.gpide configurations are used for>the different:door styles included in this report The.lateral wiiid.forces are transferred from th0. e curtain to-the guides and then>,through the attachment elements to the:door jamb VJindlocks are attached to each end:o Aternate-slats These windlocks engage the guides and Help restrain the curtain under wind Toad Theiloor jambs are part;of the<main wind frame resisttngsystein and usually are constricted of steel,.concrete,or concrete:masonry units Guides are made using ihree:angles configured as E Gwdes or Z-Guides with a wsndIock bar -welder;l to the rri�ddle.angle :The test door,;qualiJ a thi door for attachment=to a ther steel or t con crete;lambs... Page l of Tl G:\Consu4t'sng\ClienilAstaU201:0 Eva1 Rcpaii ER-U7-0005-R3 022212:i1oc ,� Slats are made of.Hot-Dip Galvanized( .90)_steel sheet,A,STM'A653 structural feel grade 50 with a TO coat of primerand'-1 dpolyester fine 'h coat. Slat gage number i§j e, ntified by the last two:d gets .of themodel number Z4: a e:_ 0 022" ,22:: a e 0029" °ZO a'e U 036" and 18 a e 0.04 " Style variations may;incliide door width,slat gage,;and wind load rating,or any combination Maximum-door height is lunited to 3 limes-thetest.door,le>tght--Each of these m cue.s s de crbed_m n detail on a drawing for'the size doortested j SlatDoors 300:Series.(ilat.slat) : t a Models 324,,:�22,and 32U doors consist.of a steel-curtain constructed of zndriidual. nterlockmg flat slats The curtam rs suspended from a light duty collmg system The bottom bai•is a single angle An:alternative._bottom bares shovm-in his revision:This bottom;bar consists.:of the same angle as was tested plus_an aluiiainum extrusion that has been added to"provide a tetEer connection to the curtain.The strength and stiffness of the alternate bottom liar is lgher.than the original tested bottom.bar A comparative analysis:was made on:each model:to determine the mai imio_pressure that.6ould be:applied for,various:width doors based on using the same gw ies and anchors used:in the`. doors Maximum door weights:were ea�tended to 3 Limes the test:.door heigfit-The pressures: shown in Table 1 are these maximum:design.load ua,ues T. ese.desigr ..pressures will exert forces on.the guides and:anchors equal to=oraess Tian these calculated':for theaest door Slat-Doors 400-Series:(fl0slat) Model.424F,422F,42UF and 418F doors consist of a steel curtain constructed ofindividual interlocking lat.slatsi The bottom bar<cons 5ts ofawo angles. A-comparative Alalys> was made oz each model to determine-the maximum pressure-that could` be.applied:for various width doors based onusing the seine gpides arid-anchors used;in the'test doors Maximum:doorheights were extended Ao 3;times1he test.door height .The pressures shown in:Iable 2 show.these maximum design load values These design pressures will exert forces on the guides and`anchors equal to or less than those calculated:for the test door; Slat Doors- -400.Series icurved slat) Model 424C,422C,470C and-418Cd66ts.:consist of-asteel curtain constructed of individual :interlocking curved slats. . e b -ttom bar consists of two.:angles. A comparative analysis was made on:each model#o determine the maximum-.pressure that could. be applied.for various width-doors,based on using the same:guides and:'anchors used-m flee lest doors,iulaximum door heights;.were extended to.3 times-;the test:door l eiaht'The ressures b P shown in Table 3 show these maximum design load values These design pressures:vuill exert _forces on the guides and.anchors equal to or less than those calculated for the test d Ll" Ithej a .. : e�t� '�►H .-L�1� 'lei = 0. ,STATE F Page 2.of l l Z.Z �Z C.1Consulting\ClientWstal32010 Eval:ReporEER.07 0005 R3 OL212.i1oc1.t - [ � �� - . RtjW. Ed Jnseplr H Dixvn,Jr. ,P E FL No 7768 Evaluation Report Eit 07 0005= �� . ' Febhi y. ;ZOl2 Slat Doors-: f K:t tg . b04 Series 16ulaied double slat Model:622,62U and 618 doors corisi5t of:a steel curtain constructed of a doubhe'slat with insulation between the outside flat slat and the.inner slat:. A comparative-analysis was.made-on each model to determine the naximnm.pressure that could be applied for.Vanaus_width doors based on using the-same guides:and'anchors used-in the test doors Maximum door`heights were extended to.3 times the test door height..T, p}ilig►® shown in_Tabhe:.:4 show these''maximum design:load values.These'design. + ` forces on the_guides and:anchors equal to or less than those calculated fo #•dts .' ���= 7 M A General_Sheet Doors , ,• *. �j�L2 Oz-.. "� • S7ATE OF . . • ' .� a • K. The curtain on all models is-sus ended from a li t-du coihn _ p .gh -duty gy o h'th�y�a' curtain is:coihed as the curtain is raised In,the closed position, the sides constrained from lateral movement:along their vertical>edges=by steel guided Elie f door- This.constraint provides resistance.to lateral:wind forces Tlie sam do: i91'guration is used for both sheet.:door models.mcluded iri:this report .Tiie lateral wind forces are transferred fromthe=curtamao the.guides and;then#hrough he attachment elements-to`the door jamb. Windlocks are:attached to each side of the curtain These windlocks engage the:guides to help restrain the curtain under wind Ioad: The door iambs are part of the°main wind frame°resisting system and usualhy are constructed of steel,concrete,or concrete masonry units,.. Tl e.bottom bar is-a.single-angle An alternative bottom bar is.' 'fi m thinrevision:-This bottom bar consists of the same angle as was tested pius,.an aluminum extrusion thatba"S been-added to provide abetter:connection_to the sirloin,The strength and stiffness of the alternafe.bottom bar is higher_than the ii nal tested-91 bottom bar. Guides ae made using a cold.. formed shapewith a.separate cold foimed'windlock bar.attaehed to the:guide:Attachmentto steel lambs is made directly through the guide.Attachment.to concrete . iambs is made tlirough:steel:brackets attached to the guide The test;cloo -qualified the door for' attachment to either steel or concretejarribs:;" The curtain ismade of Hot hip Galvanized(GO 0)steel,sheet:with a,full.coat of primer and baked ester:finish gate :coat-.The shee#is cold formed into a corrud shape Style variations may:.include;.' poly . �ioo`r width,height,and windload rating,or any combination. Maximum door height is limited to 3 tunes theaest.door height Each of.theseMbdels is desch ed.in detail owa:drawing for the size door tested Sheet Doors I1+�ode1"233(marrow rib) 1V1odeI 233 doors have a corrugated=type steel-sheet curtain with nairow:ribs.spaced at` approximately 2 90 inches The height of the formed.cross section is approa�mately:;l 1/h 6" The steel Ys AS A653 structural steel; grade.50 26 gage:(Q;019") Standard sheets installed ri'the door have a net leight,of approximately 26" an daze rriechancally seamed at every 9`j'' corrugation Wiidlocks are attached.to,alternate_corrugations.on both sides of the curtain. Page ."of 1-1. A.com arative anal sis was;made to determine the maximum._pressure that could`be applied for:.' P y l: K. various width doors based on.usmg:the same guides and anchors used m the test doors _The = ressures showrim Table 1 ale these maximuiri design`aoad Values These design pressures will p. exert forces on the guides and anchors equal to or less'than blase calcula ed f :tlietestdo s "mmetr>ieaD"`r><b Sheet Doors Model 203( y ) IVI061203 doors have;a corrugated-,type;steel sheet curtain"Ondisymmetrical ribs spaced at is approximately 3:57 inches..The height A the formed cross sectionis approximately 5/8" The,: teel is.ASTM A653'structural steel de 80 26 a e:_ 0 01.7" Standard:sheets installed in the i. door have.a*net:height of approxuihately 25"and are mechanically seamed of every 7th corrugation:Four unn3ocks are attached-to each 25"high sheet on both sides of thet n A.comparative'analys s wrimade to determine.the maxum im pressure that could be applied for _ various vidth.doors based on usirigthe same guides and anchors used in the test.doors::The pressures:shown in Table l are these maximum cIesigrt load values'These;design pressure exert-forces oil t)xe guides and anchors equal to or less:than those caleula.ed.for.'the test door: t -The follow'.n Inodels coveredby this report are:described ui detail on the follovi+ing : -a : ASTA Door Corp .drawings: -300 Series,Drawing No 607 3 3UOF,sheets l and 2of 2,revisedW021Og i 400 Series,Drawing No:607-4-400F, sheets ].and 2 of 2,dated OS115/07 400 Series,Dmwmg No 607 5-40OC, sheets 1'and 2_of 2,dated 05/15/07 ' 600 Series;DrawmgrTo 607 6 600,sheets 1 and2 of 2 dated OS/15/07. M6de1-233,Drawing:No 607 2 233,sheet 1 of-1,revised U9/021Q9 ; Model-.203,Drawing No. 607 4203,sheet 1-,of 1,revised;U9/OZ/09;_ Technical Docui>nentathon: The tested models were tested at Ceib lied Testing Laboratories,Orlando;Florida These tests were conducted followmg the procedures,of ASTM b330 02 or equivalent, Stnictural Performance of Exterior Windows,=Curtain Walls,andDoors by Uniform Static Air Pressure. - Difference The:followm test re orts,signed and sealed by:R Patel,P E,`cover the tested doox g P . models'contained intsreport; _ Test Report_No CTLA-:689W;:date:-March 23,2001, (Model 324);+40/, 37:psf • Test.Report No CT LA.783W,-2,date:December 12,20Q1,(1VIode1424C), • . Test ReporC No CTLA 783W:1,date:December 12,20U12(1VIode1424F): +, 45,psf o. Test Repoit No CTLA 1253W-1,date August 8,:2Q04,(Model 622) ,+/..50 0:p$f. Test:ReportNo CTLA 783W date Deceiiber 2001 (Model 233),+/ 37 5 psf • .Test Report No ..CTLA 1253W,date -August?,,2004,(NlMe1203),+1 3` :Rage, 4-of l`l C:1Consulting\Client\&ta\32010`Eval-Report EM17-0005-R3 02222 12.doc ' . Coifation of compliance` ith'ANSI16. MA 108 02 acceptance criteria Test Report No:CTLA 6$9VV dated 03I23l01 was reviewed to determine i .appropriate data were recorded and if so;;did the data indicate the test met the acceptance criteria of ANSUDASMA 1.08 02 _The following data:>rs contained'in the lest repo4 I- R. _Positive Design Pressure., 4Q.0 psft E . Deflection at Positive Design Pressure 15;188.in: Set after-release of pressure: 0:500 in Recovery:. 96 7% ;Minimuin recovery permitted; 7'°x- ,Negative Pressure 37,0 psf Deflection at Negative Desigii Pressure 15 625`in::` Set.after release af:pressure:. 0125. Recovery:. 99 1Vliriimm:re ucovery pe nutted ' 75%'. 0 door f MAeasThm IDAUF r 02 Test Report No CTLA_*W:2 dated 411210 was:rev�ewed to deferrnme if appropriate data were recorded_and of so did the data0. indicate theaest met the acceptance.:cnterla-of ANSUD:e SM,A I`08 0I The following data is.contained m the test-"eport Positive Design.Pressure: +31 0 psf, Deflection at Positive Design Pressure: 11,1'. in. :Set:Aer-release.of ressure 0 063 m Recovery:. 99.410 a ' Minim'um recovery permitted 750/ Negative Design Pressure 3l -psf Deflection at Negative Design Pressure: 13.5U0 in Set after release of.pressure l 750 m Recovery..: K—0% ` Minimum re'covery,permitted` '° 750/.. _ The doormetall the Pass/Fail'criteria of ANSI/I3ASMA 108=Q2 Test Report No.;CTLA=7$3W 1 dated i2/I 2/01 was reviewed to dete%rmine if appropriate datti were reeOrded and if so;di.d.tlie data; ndicate-the,test met the acceptance cnteria�.of ANSI/DASMA 1 Q8 02 The following data iscontained m--he test-report.. Positive Desi Pressure: +45 0' sf gn P Deflectionat Posgive Design Pressure:.11.500 in `����llsa�,���` Set after release of pressure 0 2501n N��'��- .,`Q j Recovery:. 97.8°7o a�s� ® S. Minimum recovery permitted: 75%- ®::�,�� �:'• �GEN Negative. esign.Pressure 45 0 psf Deflection at.,Negative Design Pressure: l 3'750 in p ; .STATE OF Set after.release;of pressure: 0 l 88 m. ,� +' 4f " Recovery: . 98:6% . !.'O,,r .+ �R1�� '�' . Minimum recovery permitted 75% i� ' �' `�� The door met all.the.Pass%Fail criteria of AI�ISUDASIVIA I 08-02 AL� >�� Page 5 of 11 -2- �!z C:1ConsultinolGlientlAsta\32010.Eva}Report ER-07-0005 Rl 022213:doc Test Report No,-CTLA-41 3W 1.dated 08708/04 was reviewed to:determine�f:appropriate data were;: recorded and-lf-so;did;t}ie.data indicateahe-test ne hezbbebtAtce.cliterko.f ANSUDASMA 108.02..The folloHrmg data.is �n the test report; Positive Design Pressure: +50 0 psf s , Deflection at Positive Design Pressure:. 12.000 m ' t? Serafler release of pressure; 0 125 in. . : ? " Recovery: 9$::9/0A, �- . Nlinimum.recove emitted 756/c Negative-Design Pressure 50 O.psf Deflection at Negative Design Pressure I4875 ui Set•afterr`elease of pressure 0 Q63 m Recovery: 99'M 'Minimum recovery;permitted: 75.6/o The door:mef'alithe Pass/Fail cnteria:of ANSI/DASIAk. 08 012 Test Report No.&b !8M dated 12/1-101;was.reviewed to determine if appropriate data. : were recorded and if so, did:the data indicate the test met the acceptance cntena of ANSI/DASMA.'108-02 The foliowing_data is contained in.the test report:. Positive Design Pressure: : -+37 5 psf Deflection at Positive-:Design Pressure. 9�500 -Set after release of pressure: 0125 in Recovery: ,98 G% Minimum recove ermitfed 75% ::. Negative Design Pressure:' 37 S.Ps . : Deflectioni at Negative:Design Pressure- 13 750:m Set after release of resswe: 0 I$8;in: P, Recoverj►•. 98 6%0.. Minimum recoveryperthitt6d. 75% The door met all the Rass/FaiL cntena of ANSI/DAS1tiiIA 08=02.. . :Test Report No CTLA 1253W dated 0,8/Q2/04 was reviewed to determine if appropriate:data were recorded and if so dtd;the data indicate the#est net theaceeptance::entena:of ANSUDASMA I 08 Q2 'The,fohowmg data is contained m ahe test report:` . Positive Design Pressure. -+35 0 psf Deflection at Positive-Design Pressure 1.3 250;in: ' Set after release of pressure:, .0 OOO;in - - �' - Recovery: 100°/u V. Minimum recovery permitted: 75% ���� 1 ����✓ � a�•�ya�jam*® / JIr .• `BENS••. _ Negative`Design Pressure: 35:0 Ps m Deflection at N.egatzve'Design.Pressure: 14 000.in ND � Set after release-of pressure: .0 QOOin. ,...,•p . o r _ :ST�ITE.OF CC Recovery: s 100/o ,, 73 ... M. Minimum recovery.permrtted:. 75%.. Pr O� OR1�9p;•' 4 The door:met all the Pass%Fai'l critena of ANSI%DASNIA 1-08-02 ��� +' �� . ` Page. 6 of l 1 Z�ZJy if ,glClient\Asm\32010 Eva1 Report ER-07-000S R3.022212 doc Design pressures for.variations in door undth and curtain thickness were determined by comparative analysis with test results.The following calculations were prepared by-Jos hep H� R W. Dixon,Jr..P.E.: , 3 i ;V • Calculations for Maximum Design Windload for Model 324, 8'to 20'wi . ,l ay =32,7 . e, tia G- • Calculations for Maximum Design Windload for Model 3)22, 8'to 20'wide,May 5,2007. • Calculations for Maximum Design Windload for Model.320 8'to 20'wide.:May 5,,200.7 • Calculations for Maximum Design Windload for Model 424F, 8'to.24'-wide,May 5,2007. • Calculations.for Maximum Design Windload for Model 422F,8'to 24=. wide;lVlay:S;2007 • Calculations for Maximum Design Windload.for.Model 420F, 8'to'24'wide,May 5,2007 • Calculations for Maximum Design Windload for Model 418F, 8'to 24',wide.May 5,2007_, • Calculations for-Maximum Design Windload.for Model 424C, 8'to-24'..wide,May 5,2007 • Calculations for Maximum Design Windload.for Model 422C,8'to 24'wide;May 5,2007 ® Calculations for.Maximum Design Windload for Model 420C, 8'to 24.wide,May 5,2007 . • Calculations for Maximum Design.Windload for Model 418C, 8'to 24.1'wide, Ma • Calculations for Maximum Design Windload for Model 622; 8'to 24' .701i • Calculations for Maximum Design Windload for Model 620, 8'.to 24'wide; ,•�00• � ,.•� i♦ . • Calculations for Maximum DesignWindload for Model 618, 8'to 24'wide • Calculations for Maximum Design Windload for Model 233, 8'to 20':'wic ,lady 50770 • Calculations for Maximum Design Windload for Model 203;8'.to 201-wi&,*I .5;No* -© STATE OF TABLE li. Pa,e+ ,'_ ORl®,.••• ..'jj Allowable Trnnswerse.Y)esign Wind Loads-( s �' •••••,•••• �,Cs Max. Max. e Door. Door Model Model Model. Model Model Width Height 203 233 324 322 320 -. 8 .21 +/-'113.1 +/=95.9T3'1:3 9. 21 +/-91.4 +/-95.9 +118.1 /-1.1I_I +128.5.1-12L5`. 10 21 +/-76.0- +/-80.1 +95.3/-89.3 +102.5./-96,5 +109;3/-1013 11 -21 +/-64.6 +/-68.4 +79:0/43.8 +84.2/--79.0= +89.1 !=83:9. 121 21 +/-55.8 +/-59:3 +67:0/-62.4 +70:8/-66:2 +74.41=698 13 21; ' 41,48.9 +/-52.1 +57:8./-53.7 +60.7/-56:6 ': +63.4 14. 21 +I-43.3 +/-46.3 +S0.5/-46.9 +52.8�`-49:1 +54.8;1-57.;2 C 15 21 +/-38.8 +/-41.5 +44.1-1 41.4 -+46 5-1=43.2. :;+48 1,/.-44.$:: i 16 1: 1-.35A fl=37 5: +4001-370 +41:4/38 4 +42.7/-39:7 :34.1 +37 2.1.34 5 +38:3/ 35.5:, 18' 2:1: 827/ 30'2 +33 7/-312 19 2<], +/-26.7. f/=2$7 +299 J 27:6 +30 71-28 4 +31.4! 29 1. 20 21 +l-24 6 +J-�6.5 +27:5/ 25.3 +�8 ] /=26 0 +28.:7/ 26:5- Design..valujs used for the tests are shown.in the box a. 16 fl:width: Maximum test load was 150%o of designload. All widths for any model have the same guides and anchorage as the 16'wide test:door of that model: Models.322 atid_,320 have the-same.guides tuid anchorage asahe 16" �de'1VIode1324 All doors.shown:.have.a design slip of Vv each side Rage 7 of.11 lirigkgfiientlAsta320.10£val Report w-07�005`R3.022212.doc. 'i'AIBLE 2 ` Allo,vvable Transverse Designind Loads. ��� IA lliiax 1VIax Door :=Door Model Model . _: .: Model Model' . Width Height; '424E 422E 420F . 418F. 8 21 +(-.105.3 +/ 11-2:5 . +/-119.3 9.... 2.1 +1 .105a +/ 1.12.5 +/- T19.3 +J- 127 10 21- +(-105:3 +/ l'12.5. . +/- 119.3 +/- 127 6 .. . Al 2'V_ +%:$7.7 +A:92.9: +/-97:8. +/ 103.7 2. . 21 .. +/-7.4:6 +(-78.51 +(-82.0 +l-86.4 - 13' ' ; 21 +/-.64.6 +/-:67.5. +J-70.2 +/-73.5 14' 21 +(-5`6.6 +/_:58:9. . +I-60.9 +/-64.5. 15. .. 21*. +/ 50:2 +/-52.0- +J-53.6 +/-55 6 16 21. -. . ., +1 45:0 =: +%46A +/-47.7- +/-49:3 17 21` +/-40.T' .: +/-.41.8 +/-42.8 +% 44.I 2.1 +/-36:9 +/-37.9 +J-38.7 +J-39:8 .. ... -.19 .21 +/:'33.8 t/-34.6. +/-35.3 +(-36.1. _20 2i: +i-31..1 +1-3I:7 +1-32.3 21 21 W-28:7. +%292 +(-29.7 +/-30.3 - 22 21 t(-26.6 - +/ 27.1:: +/-27.5 +l-28 0_ I 23 ':21 +(-24:8 +(.-25:2 +/-25.5 24 21 +/-23.2 +(-23.5 +/-23.8 +A 24:2 1 Design values used for the test are shownn the:box of 16 ft width:.: Maxirp test load mms 150°l0 of.design-load` All:widths for any model have the same gwdes and anchorage as the 16'',gnde.test doer.of that model. -models 42217 .42OR and 418E have the same guides and anchorage as the 16'wide Model 4?4F : . AlI doors sh6wn.have a design slip of✓o"_each sides. 3 STATE OF .: ... c 0. fF�d40 e4% ' Rage 8 ofa-1 .: 2 C C6nsulting\GlientlAstw24)0 EyaVRepori ER 07-0005 R3 022212.doc. Allowable:Trans��erse Des>Igai-Wind Loads (psi) ;I-. ;� ko Max Max .. . . _ Daar - Door model . Model M Oil Niodel Width Height . 424C 422C 42OC _. g. .- 21 +�- 110,8. +/ 124,5. 9 21. +/=87?1' +/-92.3. : ` +/=96.5 +/=i01,6 10 :21:. +!-:7.1.3 t/ 74:6, 77.6.`. 11.. . 21 +/-59.7 +/ 62:0 +/=64.2 }/-.66.7. 12 21 . +/=50:9 +l 52:7 +l 54;3 /-..56.2 .13 �'1 +l-44:2: 46.7. r/-48.1 14. 21... . +/-38:9 +/-:39:$ +l=40-8... . - +/-41.9 15 21 +/-345 +/-.353 +/-36:0 16 21• .. . -�/ 310 +/ 316 +j_37 +l-32.9 17 . : 2.1 +/-28.5 +/-29.0 +/-25:5: +/-25A' 1-263 +/-26:8 19.. 21: +/-:23.6 _ +L=24.0 +/-_24.4 20 ' . 21 .•:_- +J-215 +j:21.7 . -_ +7:.22.0 +1=22.4 . 21 2120:1. +-20.3 +/-20.6 . -22 :2-1,.` +/- 18.4. +1=18.:6 _ .... .- _t/=18.8 + +1= 11.5 +l- 17.7 24 21 +/-`16 0 f/=16.2 +%-16.5 +/-.16.5 ` Design values used for the test are shown in-the bax at ff 16 ;width Maximum:test it)tid`was-15U%of.designload: ,. All widths far any mQdeT have the.same gulden and,anchorage as thel 6'wide test door of.that model Models 422C;.:420C;_and 4.18C have the'same.guides'and'anc-hor`age as the lb'wnde Mode1424.. :All doors shown have a design slip of/q" eachaide ,,attIIIfit$� .•v�C€Ate41 v STATE'W tr : = � �Ix �+ cV Page 9 of 11 ti0,-\Glient\Asta\32010.Eval Report ER-07-0005-R3-02221?-do C; TABLE-4 .: Deli Allowable Transverse. :Wind Loads( sf) CY MaX Door Door Model Model, Model width' "Height gh 622 620 -1789:- '+/ 187.7 +/-198:8 j 9 24 +/ 141_I 10 24. . l`191 +I :124? 3 - ;�/ 90:2 +/-.102:9 12 24 +/. .82.2 +/ ,843 +/ 87;1 ]3 .24 +/-;7l F l .729: ....+/-:75.0 +/ :62.7 15 24: +/=55.7-.- . +/-56.7 +/ 57 9. . 16 24 +1 50;4 +/ 5.0:8 17: _ `24 .. 1g 24:. +l 41;2:.. +/ -0]`7 , +l 42.4 19 :24 / 37,7 +/38�1 +/ 38.7 �0. .:.24 +/ 34:7 21. . : 24. +/ 32.1_ ,/ 32:4 328 . ' T/`3U.0 24: 24 24 F. Design.values used for=tbe test are shown n the box at:l6 ft. iuidth Maxim u i Adst'load yeas 150OYo of design load All widths for ariy model have the same guides and anchorage:as the I 6'wide test door of that:model: Models 620-and>618 have the.same:gwdes and anchorage.as the 16':vvide Ntodel;6?2 All doors shownhave a design slip of%4"each side lip cr 26 .10 of l'l lunglCliemlAS'1�6i010 Eva{Report.ER-07-0005'R3 022212.doo / I ' Iastallation Rew ementsi . . . . Instaiiatlon requirements ai4A scn e'd in,A&A Door:Corporatiori'Installation Pamctions as follows: • Models 201,202,203 �04,205,.211,231 232,233,234,and- 5,4 pages,sealed 6/OI.10? A. Model: 3.00.(324,322-_120);Commercial Siat Door,S:pages,:dated-10 149,sealed b/0;1�07 • iVlodet::: 400lbQU=(424F,422F,420F,,410F,424C,422:C,420C,418C,622,620 618) _ Heavy:.duty.Rolling Steel Service.Door,6 pages,dated 10 1=99,sealed 6/Ol!0 . Liitiitataons.and COO rti©ns_Of use. .. The use of the ciaor is limited`to buildings.for which the design v�nrid loads:for wall components and cladding,determined rn accordance with Section T609 of the 2010 Florida BuiIduig Code; d' not exceed the rated.design wind loads'of the.door as shown in the above Tal Ies The rriaxmum vi+idth and height iiinitatiori for each style are shown in Tables 1;2,3,:and 4. Door manufacturing is-limited to those plants that have.met-the Florida Building Code'2010 M. Product Approval quality assurance:requiremerits Doors are to be asseiribled as:shown on the approphateJdrawing-referenced above,and'the doors are-to be'installed in accordance with the instalIatton instructions referenced above The doors covered by this report are not for use in the Florida High Velocity Hurneane<2one Certification oflndependence: I,Joseph H 10. Dixon,Jr:;certify that I am self employe&and operate as an independent contractor. providing:professlonal'.eng�neenng:"services I have no:f nancial interest in nar,will I acquire any fnancial interest in any company manufacturing ar distributing products for'which evaluation-.or.: ' validation reports have been issued:by me: - Likewtse;:I have no financial interest in nar wi11.I acgwre any financial interest in any other entity involved:in the approval process of those.products for which I have_issuedcreparts. VQts�tettJ 4� a ,I Y. oseph' Dix STATEA aft r I ```, , /k: ?!�Z . Page l l of 11._ - - - G:1ConsdltinalClient4lsta13201Q Eva1 Report ER 07-9005 R3 022212 dac- - i t ' Installation Instructions Modeb: 201, 202, 203, 204,205,211, 231, 232, 233, 2K &235 • USE ASTA DOOR CORPORATION PARTS ONLY•ALL OTHERS SHAD.VOID WARRANW - ASTA Door Co oration SHOULD OUESTIONS ARISE,PLEASE CONTACTASTA DOOR CORPORATION AT �742000 t � r . 25 14 a 1fl 17 4 1 lual OCHAINWCLIP i • to N4. 4r 30 16 q- 5 31 p 31 �� ..••. 1� oIAGRAM 2 DWGRA1it 28 33 - �16 32 f DOOR •' 6 OPENING Steel Built Plate i for sled Frame, srachV Required' DIAGRA&13 DIAGRAM 4 DIAGRA14 5 DIAtaRAM 8 DIAGRAM 7 j DIAGRAM 8 16 m cunrru+d_ N tatA7a9s = CUtIM '' aR+r� =` Y 71� T Iff a1� 31fe 7 T -'`l' s1m t 3•i`� +r F I '+"; 2Sr0' jr- y�. 2�3• i� 3-tl2 }f. �l 31 �- y.l Si7. l'•f- 3.?M- {4� coNcmFEonmksmwf + STAN4 GOA i girl, STMMARDGUME STEELOhWOOD STMOR COCME07MA SONavDHD -3EaaaE51E9PAQE4 WAY1MMIDE ffE-G . 1330LOCKGum Gm - l i --- PARTS LIST ALL DQOR Otis 32 310400 1Starttlartl Seat lutes CHAIN NOLST 1 f Vanft 1 700 Sheot a4Y Sim! F1azes da 42000D Dbecl DrllusCan • 2 Vafms Ate - 310410 PWB MODEM20L2022036204 491 420100 I D7r Our"Go2r 31 Va6m Spf .-K 341 Varies Dcwsheet S01 420200 1 Chm Gicii Direct oom 41 Vats SOWL 4H 351 251)Om I PVC El]>fOet - l70.'Mwtcml Gray Sit 7301110 ••-Ifi x 7 Hnt How Bop 5 230003 Senn As.e --- -- 52 43M Cost Reducftn GOOr 22e ae AwamEly 6 1 Vmfes B00pmA. M0DELSr237 232. 2343235 531 430101 Plera Smotltet i 71 270201 Made AsftacW.&ritwn N/aatrrssx•J 36 20"6002 PVi; tttthlsbia! 54 42010�2 -tt1lemel Gtuv 0 310101 A-A0Sutde 37 2--= E Teas3e.SieelS6n4iD 55 430103 I k9ar Gear.Cad t 9 310103 Axis Saddie Siam l ) 38 750400 1 FVCBLT=W-hFhL4 55 430200 1 imar0sw CatMAsm i ! 10 3101o2 Reaper Plata.s"aawd 12 Ao10 57 QMM CtteN G1ude Aeseenhl• 11 �420101 h P.12C D�4yfddC t4 t101 MODEM 202.2K 234-VISIAATEW GNLY 59 4�t04 A7Ee l�plt3T 1'•2I 77U3t 1190f •-16 i 39 26=1 1ta0ta50t4 Fail S9 730= 6•_IS x S Hex Head Son 73 730T03 + + -24 X 3•h'1t[»t Herm PO4 +401 2W". -j _80 7402M r 10-.16 Soli L"kin t Nut 14 7401p4 8--261tec MtlFrne Th(t+rt0 41 -7 L=61;l wir Wtde) 61 430106 1 S Bmto i I 15 740103 -•16 HEM riot 42 63COM 1 sm Dratt Sty 62 T50202 (t.75x 1 lie Flat Head Slotted Bog Ifi 75Q103 I'm 1Ma511etL? 63 740102 */urlockwastw 17 7SM03 Loch Ytrnttar,o f6ODMS.2M 234,233.234.WUXUM ONLY 64 730M *14 x a Tok S.-mv 18 29mol t70016tOD-UQ m 33 27 I Wstfmok c1b 65 420100 Poets Weelh CmD NG /9 280104 SIi,.Boo LOtlt 44 72WO .e-Rivet 65 420104 packet 1MeW 201 7=ni 4•-20.Truss Hew 1;=W Boil 67 4u114S Ot7ue T•41H38 21 740201 r.20Seb N01 Y0DB5:2D3E204 68 42D706 RoforCh0 11 221 7401(12 1 W-T7.Hmt Md 4SI 27MM 42010T" -X 1 te•i0 231 750101 i flat Wask4L'/: 24 410102 vlar, WDEOM,b233- OPLLY tZECifOCOPLSiATI17N 25 42MOO HwW Chan Chu 461 27WW /4 x 14 SOome 7tma 4400D0 Kit C OttlSitu 4204D0 Hand plaid 47 77,A10! a-POp Myer 71 44=1 S�adta1.s41P.7270oth 27 760104 -1 ur@Rntuld FlattMwr4 72 440002 t'�r Bat Bane za a2a3m 12 DnLA w18emL 73 420003 -s0ume01Le X i9 310200WPOW Braden Rk 74 730104 -2t a 4.Hax Hood Bole 30 3Iffim SLOM12 Bracka LH - 75 4=07 EO Wl COMits .Maw 31. Vattas for GuiOe(s) 76 780001 A mDoor Law 1 i ( utu MU I L:U 1 I nr.tsmuti Wt'IUM MUIU UUUK IN A HULL.YUU WILL lit I ULU A 1 A LAi ttt i IMt bxA(i 1 LY • WHEN TO CUT THEM. NO GUARANTEE WILL BE GIVEN OR RESPONSIBILITY ACCEPTED BY,;THE4. f i MANUFACTURER iF THE DOOR IS NOT INSTALLED AS INSTRUCTED.FOR PROPER 0DIFO �l11`{ � FF� a f THE INSTRUCTIONS'AS GIVEN. PLEASE REVIEW ALL THE STEPS BEFORE BEGINNING STEP#1-CHECK THE OPENING STEP 43-DRIVE INSTALLATION NOTE• �� � ���ix A. Check tea halght and width of the opening. 0. tredw ROPE pf e4r+tpPadl astottahwc , i 1.Drm minimum 31C hole a center d b0tt" Screws must be taosened far BtlJ, a Ctrextt ttute f emDs are plumb an gie.b�e�.�through halo and tie r C. Check i the Moor ertd heads are ieveL DIAGRAM 13 a Check the dimsnslmt panel for side room ar'A IL iruLlt atRECTORME CHAIR NOW pt DANE V 4 v head room requirements.(M 01RGRAIA 2) F.quippad)as rauowk DRNESPRC W i DIAGRAM 9 1.Srtde Direct Orin Assembly(48)am door ASSE rOMY race i cautvkl 2.Align hotas and km t V ak'x IW Hax II0 01) SCREW Be throughwaratenddrum, z t shst�arr ! a W22113,W 1x,t(15)and bck Washw(17)and .V . •.:.. •C��•''7 x BRACMs Repeat. SHAFT t _ _ —yt� 4.Feed HwW Chain through the Drive AM=*.. p� _ l t p otAta>lael T1) (� �ASS1 str Y' t ��mIs� DUiGRAIVI ti t r Al IIV1Qur1 j STEP#2-INSTALL 13RACKM A.Malt the horizarnai location of the Support E t C OPERATOR brackets(SEE DIAM"9)- i I I.lnsmll E.O.Spy(l1)to and drum d door t B.Mark the vertical I=aon of the support port on pmb red rude h�Wx II)e Her Bolt ! brackets by using a VansJt or water level. (b1).W Nuts(15)and e/e Lock Waster(17). 4 THE DOOR MAST BE i.EVEL t>�cr 2 stke fatrarnd waalear Cz71 and spdr,g ! DRUE msw ty(S)are dow ode and mcms set t NOTE: y y minimrmr headroo m re�nta- 1S asstt 48 SO end rf�n ro 14) meats.Oimerecon w.if sdwent.(ow"fire of brackets ttntill•"Z"is obtained.If the bracket is, R OAST of ftappea as Wows: t�1AlN DIAGRAM i4 lowered more then 2•this VA reduce the open- ing height The quide height should also be i.Slide mu d ttdwasher(27)auto dwraxle reduced 2 Srda Idler Gear Assarnby(55.567 arto door 1e ;lam• C.Driii holes and fasten the brackets with the a)ft t y proper wail fasteners required to obtain a 3.SWe S a �and said mounting.Use through bolts an soft block or brick. Chain Guide Awernbir Minieritlbe wera door.exteand st : r CLEARANCE RNEAD OOEIMENTS 4. 5 SRle rnAar over the ktt��niba and aagrr HeratkT X n Y Z F trmtdl O'OLD STYLE*ELECTRIC OPERATOR Kir h a Seewe with a/re'x r hw hand txct(�and' (if EgalNmM"W160 M I Up to w-w 211 e-11r 10-11r s/m-salt t E ookkhg nut(60).(S MAGRAM 14 i up to ta-w 21- 10, n- 1.Rarnme d M�a M(6)tram door ! upwcew 2r III IrNOTE: �IdiETC"atatoar2odock ade(lis"ppood)' Up to 2W-Cr W 12- Ir L oa with the l ,", e4o befog at 6 defoctr. 2 1nsm1 u bathe with ob.•todkwasM er Ira Uraugh avaty adwrera/s-Imla in end drum aaam m A1• A2 ,Stum DIAGRAM 12 s.Slide ate end atfffi bar brace(r4 aver each Perch UPI Rape 6• W as Left boft and than slide,Ve Awspacer 09)wet 1 Dewet Driwa 9• 6' 0610 W, 27 over the nod bolt in eourd err clackwbe rotedaL j Pow atvwwd Rsdoction ei� a- s� S • 4.amide�atkeg drum assembly oval three cars Haduefiar c,ear s s• fthmf bolts. 6ruic operator 9• 6` S.A4adr and tigtfm ai.fit wassthers(16).W (17)Lack itvash9M and ah•nuts(14)to kud of NOTE: bo°m fun Q slide rand fat wadw(M and sspringctamp rS Heavy Duly Guides,addle ro Al and 53 � a4m,and secure qpW ASSEUM the � _��N CM1(� ss• AD windlocik Does add 1•to Al and A2 DIAGRAM VQ Dimermiana Note proper bracket beation and provide ade- 0.CH ♦H POCKET WHffi.n Calla iOtI GEAR DIAGRAM 15 ' Q� CIWiTitiO15T pt as tattaarc �� f 1.Instep Drive Sprackst(Man prokired side rr j DIAGRAM 10 acne w x i1Ar Hex Soh(Si). S 18 Z Side 1•pipe gxcer(68)alto dow axis S a SGdepoetntwhedaaswmy(t)oft do" " i : ardeand efign sprodmis par"to each athm 4.ComwddrlvaeJ,air►p roamedtialth .�� � speatoeffi kdng the masserBnk provided. ._ t &-Attu data td»ion fms been ad uftd (STEPS) N u n Tighten sat maws on pocket%&W assafthL }� NOTE: HmxSt$*EQKlsaretobetinedwtth ` 'lh6ih'and dean paatlion,erd Old ElAa EA:tots are . to be tmd With-racroMW and d.=petM= 1 - = g � • lair, ig 13 13' IMN o fig v Big 1;A oil a ...COO f (�{• � FF•�C .pa• .y{�. A I fill gi w a i $� uI�� t _ z jig il Isla Ag a at P € � .- . jai o xi a r ' $ga •. s r lit oil] r' ui id ,: ,: d a log min � � � V.'Q ,$l( /�., . OAS �►.� All x .� 77 IL ao , � � y� d Its 6-1 00 m d r i � • ...r .., }. �;_. Doors ordered for conaele/rt mumly The following hbM would help you m oI u t free 1. PCR ALLUGOR KOM S application VM include 114x 21R'bnPcans opersdoo. Detlemine the number of shoes which need to be tar guide Installconcr�on.Block a pa a fded to bade 01 1. DOOR CURTAIN DRAGS IN GUIDES replaced.Unting8an the benon of door curtain, guidefors2D1. eMhasomyt.2".23,2 optional the lock seams occur on about2B' Wien s on Models 20t,2D2,ZOS,21t,231.292,29S Block A.Cheekthey-dos support brackets are plumb. ,�v clips am stenderd for craw ete/masonry aPPC�Gon 4; 8 Adjtat Minn eN gtddeB fig tp' IV -Ile side �PWWD�bo 1 t on Models 203;204.299,234. dtruancs Top and G Dow OeeunAv ymWbeantmdoseat k � STEP#10-CHECK AND ADJUST tootarfrom wall.Note slotted brackets for a AtaUo11E ASeaar door tnftefun .. BALANCE. went Yheduh a an the chain C Chedrguldesforfarelgn rnaltm such os dltt ff door towers easgrand rabas hard.nh0re tt�5tonis sic so pica a woad or t�to holeffiOn�. required.Oft door lowers hart!and rafts easily. �roll,ago test braclmt tNhan dtwr t hoot b cut Was Waton Is ram*ed(SEE OtAGRAtif 10) 1-ih ec kfor damaged g l&J A off,00 doorwlii tare a strong Undency to tell F.Adjust Iead h bard at top Wide of guff. UP` CAUTION: For aft door drWas:Selma (5EE DIAGAANi 2t) B.ffemwe doer gelds a4mling the sprhhgs.Pull the doors kuo the up posi- 2. DOOR OFORNI S HARD tfi ONE DIRECTUft C.Cut off damsgod ahsaL(09 Ditrgram 23)- OWL Secure the door by the toiltomir g methods: A.Check alone atwm points. Scribenffi �e and ad dam sheet off 'I.The a rope 6WUftd the rtmr r0IL 9.R&dxmk Step No.10. biom R Cutthe and mnxm 2 Pao 8 tramp ffi Ute bop otUua guide Gramm! Q ff pmbtam door has redtseforndine.chock s/kd' (�, f +g damaged to securethe arttain in the guides. x 3'haft(SS}that goesUuough axle that locks 3. 0WUL NETNSHEET(S} A Cast Reduction Dd to 0oors'Ony WU gt0r Wrier If SWboWng ruR tom?it over tom,it will cause thehdfer gm carder A t2mtsp rkcht weer in tokaftan as stkown shaft to become eggshaped and bind the M Drill hubs for t1Y di&rivals(Oft a1 IY O.C.. t0oserhed,the chain 6e mtdtr lampstansjon.-e � L top and bottam and shown.Pop rival s you looef care When leads chain leads. 3. WM JUW8 OPP CHMN GEAR Go- WarneSecuroboth leads of the chain to the chain rhtalner A.Chain Guide Aaembyexmld be an axla back S Ttpr!sktesalp as 108owvs Overlap sresUrubba 3 (2b).Store a gonnal fine onttm arfe.Loosen age wards Make an d*o parts am assembled ownestions,losing the wftns and rivab.Tlfm hardware to allow axle to apin freely.{arlp both leads corrac See Diagesrr►11 for Dhoct MWe.mid PVC Rubberes dose as possible to the nearest of the chain soc rely,Note direction soft relax turn to- Q0gra^12 or 13 for Reduction Drive& slaple• add or reduce tans l n(SEE DIAGRW 19).Rotate IL Chain Guide could be bent art of algrunent DEG oft as requir"Secure bath chain leads to chain wm chain W heat relahkecTohlekl all axle h rdwarmRopedOtsopera- J±Cha&ftrdeftesln cast chain wheal orcham. • Tian t more of less Unslon Is required. D.On Electric Operator Doors ar'Pacm veaW IL All oOwrdoom Reduction Gear Dom,check for sprocket r ' alignment and proper chain tertft ALw&jmk Whentheaxlecl I an itsatsetaaev:sonPodkaiVltlwelAs3ernbyare I laosened."slIrla-p- will boverysron Ntu vim sacueytastatad' i need two peepla to adjusts doorandon softly. 4. 0009 DOES NOT CONUM RDDR MM ge 1.Each pan=shot dd tarry Place a krija pipe A !ice sphit Ieval toi c adc whellm docrorftocr is wrench on the code ss sham In DIAGRAM 11). off laud.tdoot b asset level.prom edto Loom fteAs clamp and puff down tormom the poko: DRILL0717, AND tonslon and up Wh of Reduction Dr a to S.�3' pp°rt 8r°dcels�°rxl g"do°ra- w T 4 loom set sic as Prim to adAtstment and - SIDE C.If W ataf'8'dtec k outae dgtd,roil dom eu ffie 8 h SID f• rnsexktseyatsxadjt,9trnatht r ork 2.Rol%littenihowdeehmphardwarec ` i Efts of door STtasW tw�sgtmtcona 3.RegsaR rho athwe slaps 011ttfftst edjstktsas0 is shaped go to Section S. nacsss*begLh at STEP 08, M Mcdd$231.W_283.2Se.2M If fA c1tha about t9tat lick out and c urtakb fe rw tame Utter► STEPW11-TOP DRAFT STOPstmIghtening tt2'artmttvel.�tt roIIowbtgmeUmdatartrain be toed 7ha kM side of A. Tbp brat Stop arms dmndard wh h Nodeb 20Z bo shntnk as tut Nell floor 204.29$23e Insulated Doors All ollm Models as the way dam.Onthe celskle of Me door at+tb++a1 uufo6n is a steel strip rya wide.its strip l B. PuA doordown and lode.Go cutside asuf arark a holds thecaataln square.Take a sdewdriver �,• •••,' • r line on the door c unaat as storm.g= + y P hlt0 A :•� ' ••�,� DUMIAM22) emeNamoerrttaeadrottheiohNarttmrflts . ,- G Raise tdoex2 B'ham lttnpL a tudll merit is IMor curtain will shrinkon thstskde. k antxsslbta tie top dtaR l31}.in position a4 $ DOOR DOES NOT ROLL UP STRAIGRT S 1 shown and secure with Tdk screws.Stretch rubber A off points in Section t. 9 . r slgidy and secure ether end.Loosta and install i the remainder otTdk soma 8.ma �An s8erttafve saSufan to rxxtett the coNng ��• ttoehriStorafsethoctrmlnupTothestopsead DIAGRAM 22 demnatne which We of ft bottom anGtelouchas the slops fvsL . A '•.a►L .� hLINEYOU C.Secsaehandchaks ramove •,�� t��°ih�•�•••�•'" ��el d rum wedge •. ! 4 lain down t0 notrtesnl.t�a drum wedge an side alt acloor from which the boftmBISTALLED angsabudsesmML TOPDRAFr PteceedtoStepStoas3ngb9thedowgtida& i O STOP E ltpmbwn rzssoatae,cmimdbctD LINEA MTA Door CoDpO n t PHONE: 770-974-M. FAX 770 974-1455 WEBWE waft astadoorcom I • l