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Home My WebLink AboutProdruct Approval- Roll-up Exterior Door1(10/201B Florida Building Code Online I q Mr 1 ' i dfJ C.J`J i R �al..:E Ihlr.A f i [� c •ri.i � -•.:_i' SCIS HOrrie, i Log ln. User RcglstraUon H°t tcplm Submit Surcharge State &Fads. • PubQtatlons FBC Staff SCIS Sita Map UnIs .Search bRoddat; �ProduetApproval 13 USER: Public User, .7 Product Aaaro4a1 ft=> Product °r anahntton Search > A=110t1C Q'Wt> Appliotiah Datali 6"t Application Type- Affirmation Code Version 2017 Application Status Approved 'Comments 'Archived Product Manufactilrer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email' Quallty Assurance Representative Address/Phone/Eniall Category Subcategory Compliance Method ASTA' DOOR CORPORATION 425S MCEVER INDUSTRIAL DRIVE NW . ACWORTH, GA 30101 (770) 974-2600, Ext 208 3FRENCH3 @ASTAD OOR.COM DAMES FRENCH 3FRENCH3@ASTADOOR.COM 3ames French po box 420 acworth, GA 30101. ,Jfrench3@astad.00r.com Mike Alvls P.O. Box 420 Acworth, GA 30101 (770)974-2600 Ext24B malvis@astadoor6m Exterior Doors Roll -Up' Exterior Door Assemblies Evaluation Report from a Florida Registered Architect ors Licensed Florida Professional Engineer Evaluation Report -'Hardcopy Received Florida Engineer or Architect Name who developed the 3aseph H. Dixon, 3r Evaluation Report, Florida License PE-776B .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 Referenced Standard and Year (of Standard)' Equivalence of Product Standards Certified By FL6888 R5 COI Financial Index 102709.odf Standard Year ASTM E330 2002 DASMA 108 2002 hHpsJM(ww.floridabuilding.org/pr/pr app dil.aspx7paramnwGEVXQw1DgtYtsw6jP6BrAIPac%2fuYVePc1NZl%2fflF%2fCc%o3d 1!5 41 1/10/2018 Florida Building Code Online Sections from the Code I a' Man that there are no changes in the new Florida Building Code which affect my products) and my products) are In compliance with the.new Florida Building Code. bocumentation from approved Evaluatibn or Validation Entity yes No N/A Product Approval, Methad .Date Submitted Date Valldated gate Pending FBC Approval Date Approved Summary. of Products FL6888 RS COC Affirm for FBC 6th 2017 FL8888 Alta s.Ddf Method, i Option D 10/06/2017 10/06/2017 16/07/2017 FL #' Model, Number be Name -- - Description . 8888:1 203 Wlndlock Comm6idW Sheet MaArmim design pressure For 6"- ide by 21' hlgh door. Lower' Door design pressures calculated for;up to 20' wide by: 21' high door. . limits of Use Installation Instruetldos Approved foi use 16.4VHZ: No. EL8888. R5. 11 27013 - 200 Series tnstatl sealed.odf Approved for use errtside HVHZ: Yes FL8888 115' II 29031 203:odf Impact Resistant: No Verified. By: Joseph H. Dixon P.E. FL -Nos 7768. Design Pressure: +113.1Max/.-113.iMax, - Created by Independent Third Party: No Other: Design _pressure at door width of 16'`= +/-35.0 Evaluation Reports. p� FL8886 RS AE.ER-07-0005-R3-022212 0011:Ddf Created by Independent Third Party: Yes 8886.2 233 Wind lock InIndustrial Sheet Sheet Door Maximum design pressure for 8' wide by 21',h1gh door.Lower, design pressures calculated, For up to 201 wide by 21' high door. Limits of Use Installation Instructions Approved for use in HVHZ: No FL8888 RS 11 27013 - 200 Series install sealed.odF FL8888 RS.`Ii_29031 233.odF Approved for use outside HVHZ: Yes Impact Resistant: No Verified By: Joseph H. Dixon RE, 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 FL888B R5 AE ER-07-0005-R3 022212 OOil.Ddf Created by Independent Third Party: Yes 8886.3 320 Commercial Slat Door (20 . Maximum design pressure fon0' Wide by 2V high door. Lower Gauge - Flat.Slat) design pressures calculated for up to 20' wide by 21' high. door. Limits of Use Installation Instructions -Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No FL8888 RS f1 27013 - 300 Series Install sealed.odf FL8888 R5 11 29031 300 Serles.odf 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 161.= +42.7 /. Evaluation.Reports =39.7 psf` FL8888 RS AE ER-07-0005-113 022212' 0011.odF Created; by Independent Third Party: Yes 8880.4 322 Commercial Slat Door (22 Maximum design pressure for 8' wide by 21' high door. Lower Gauge. -.Flat Slat) design pressures calculated for up to 20' wide by 211.high door. .Llmits'of Use Installation Instructions Approved for use in HVHZ: No FL8888 RS IF27013 - 300 Series Install seal ed.odIF Approved for use outside HVHZ: Yes FL8888 RS' fI 29031 300 Serles.odf Impact Reslstant:.No Verified Byr'Joseph.H..Dlxon P.E. FL.No 7768 "Design Pressure:+128.5Max/-12I.SMax. Created by IndependentThlyd Party; No ::738.4. .'Other: Design pressure at test ,door width of 16' =+41.4 / psf Evaluation Reports F1.8888 R5 AE ER-07-'0005-R3 022212 0011,odf Created by Independent Third, Party: Yes 8868.5 324 Commercial Slat Door (24 Maximum design pressure For 8' wide by 21' high door. Lower Gauge•- Flat Slat) design pressures calculated For up to 20' wide by 21' high door: https:fAvww.ffoddabuildfng:orglpdpi_app dU.aspx7param=wGEVXQwIDgtYtswOJP6BrAIPac%2fuYV8PcWZl%2MF%a2fct,A3d' 215 1 0 1/10/Z018 Florida Building Code Online Limits of Use Approved for use In HVHZ. No Approved for use'outside HVHZ: Yes Impact Resistant: No Design.Pressure: +1111AMax/-511.1. Other.Design pressure at test.door width of a6' _ +40.0 / -37.1] psf 8888.6 418C Rolling Steel, Service Door (18 Gauge- Curved Slat) Limits of the Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +132.2/432.2 Other: Design pressure attest door width of 16' _-+%- 32.9 psf. Installation Instructions FL8888' R5 IT 27013 - 300 Series install sealed.adf F18886 R5 IT, 29031 300 Serles.odf Verified By: Joseph H. Dixon P.E. FL.No. 7768 Created by independent Third Party: -No Evaluation Reports FL8888 R5 AE ER-07-6005-R3 022212 •O011.odf Created by Independent Third Party:'Yes Maximum design pressure for 8' wide by 2V high door. Lower design pressures calculated for up to ZV wide by 21' high door. Installation Instructions FL8888 RS R 27013 - 400:660 Series Install eealed.ndf F 8888 R5 i1:2.7013 400C series sealed.odf Verified By: Joseph H. Dixon P.E. FL.No. 776E Created by Independent Third Party: No Evaluation Reports Fr 8888 RS AE ER-4d7-0005-R3 022212 00 I.odf Created by Independent Third' Party: Yes 8888.7 [Gauge oII aC Slat) Steel Service Door (18 Maximum 6sign I design pressures olculated fo8upide to 24 Wide 211 iby 21lhlghgh door. wer Limits of Use Approved for use In HVHZ: No Approved -for use outside,HVHZ: Yes Impact Resistant: No . Design Pressure: +127.6Max/-127.6Max Other: Design pressure.at test door width' of 16''= +/-493 psf 8888.8 1420C Roiling -Steel Service Door (2(I, Gauge -Curved Slat)' Lhnits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +124.5Ma)e/-124,.SMax Other: Design pressure at test door width of 16' = +/-32.2 psf 888B.9 142OF Rolling Steel Service Door (20 Gauge.- Flat Slat) Limits of Use Approved'for use in HVHZ: No, Approved for use outside HVHZ: Ye's Impact Resistant: No Design Pressure: +119.3Max/;119.3Max Other: Design pressure at test'door width of 16' = +/-47.7 P'. 6888.10 422C Rolling Steel Service Door (22 Gauge - Curved Slat) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +118.2Max/-118.2Max Other: Design pressure at test door width of 16' _ +/- 31.6 psf Installation Instructions 'FL8888 RS 11 77013-400.600 Series Install sealed.odf. FUSS$ RS H-27013 400E series sealed.Ddf Verified By:.Joseph H. Dlxon,P.E. FL.No. 7768, . Created by Independent Third Party: No Evaluation Reports Fi 8888 RS AE ER-07-0005-R3 022212 0011.odf Created by Independent Third Party:•Yes Maximum design pressure for 8' wide by 2V high door. Lower design press'ures calculated for up to 241. wide by-21' high door. Installation. Instructions FLBB88 RS Ir 27013 - 400.600 Series install sealed.odf FL8888 R5 II 27013 400C series sealed.odf Verified By: Joseph H. Dixon P.E. FL.No. 7766 Created.by Independent Third Party: No' Evaluation Reports F18888 R5 AE ER-07-000s-R3 022212 oofi.odf Created by Independent Third Party: Yes Maximum design pressure for'W wide by 21' high door. Lower design pressures calculated for up to 24' wide by-21' high door. Installation instructions FL8888 R51 Ii 27013 - 460.600 Series Install. sealed.Ddf Fi 8888 R5 rI •27013 40OF series sealed:odf Verified By: Joseph H. Dixon RE. FL.No. 7768 Created by Independent Third Party: No Evaluation Reports FLOSOB R5 AE ER-07-0005-R3 OZ2212 OOli:ndf Created by Independent Third Party: Yes, Maximum design pressure for V wide by 21' high door. Lower design pressures:calculated for up to 24' wide by 21' high door. Installation Instructions EL8888 R5 IT 27013 - 400.600 Series Install sealed.DdP Ft8888 R5 II 27013 4000 series sealed.odF Verified By: Joseph H. Dixon P.E. FL:No.'7768 Created by IndependentThlyd.Party: No Evaluation Reports. FL8888 R5 AE E11=07-0005-R3 022212 0011:odf Created by Independent Third Party: Yes 8888.11 422F Rolling Steel Service door (22 Maximum design pressure for 8' vilde by 21' high door. Lower Gauge - Flat Slat) design pressures calculated. for up to 24' wide by 21' high - door. Limits of Use Installation Instructions Approved for usein HVHZ: No FL8888 R5 II 27013 - 400.600 Series install seaied.odf Approved for use outside HVHZ: Yes -FW888 R5 iI 27013 40OF series sealed.odF Impact Resistant: No Verified By: Joseph H. Dixon P.E.,.FL.No. 7768 Design Pressure: +112.5Max/-112:5Max Created by.independent Third Party: No Evaluation Reports https://www.fladdabuilding.orglpr/pr app O.aspx?param=wOEVX%YtDgtYtsw8JP6BrAl.Pac%2fuYV8PcWLl%ZMF%2fCc°%3d 3/5 A 4 1 b 111012018 Florida Building Code Online Other: Design pressure at.test door width Of 16.-.=, +/=46:4 FL8888 R5 AE ER-07-0005-113 022212 0011.6d psf Created by Independent Third Party: Yes, 8888A.2 424C Rbil1ng4teel Service Door (24 Maximum design pressure for a' wide by 21' high door. Lower GaugEf - Curved Slat) diesign pressures Calculated for up to 24' w . ld6 by 2V high door. .1-knits of Use. Approved for use In HVk: No. Approved for use outside HVHZ, Y6s Impact Resistant: No Design Pressure: +110.8Mdx/-i10.6Mzx Other: Desigr.i. pressure at test door width of 16' = +/-31.0. ... psf vistanamon Instructions 13 - 400.600 Series InsWil sealed,odf M088 W5 if 27013 400C series sealed.pd Verified By: Joseph H. Dixon FL -No. 7768 .Created by Independent Third Party: No. Evaluation, Reports _ FL8888 R5 AE ER-07-D005-R3 0222I2 QUI.I.Fiff Created by Independ ent Third Party: Yes 8688.13 424F Rolling Steel. Service D - oar (2 . 4 'Gauge - Fiat Slat) Maximum . design pressure for. 8! wide by 211 high door. - Lower' design pressures calculated for up to 74' wide by 21 high door. Limits of Use Ihstaffailon instructions Approved.fdr'uke In HVHZ: No F0888 RS 11 2-7013 - 460.660 Series Install sealed,odf FL8888 R5 It 27013 40OF series sealed.nd Aplargived.for . - use outsideHVHZ-..Yes Impact RdsIstant, No Verified By: Joseph H. Dixon PEjLlkio: 7768 Design Piessizrei 4-105.3Max/-105.3Max Created by Independent Third, Party: No Other: Design OfeSsurd at test clobir.width of 16! +/-45.0 Evaluation Reports - psf FUS83 R5 AE ER-07-0005-R3 022212 0011.od Created by Independent Third Party: Yes 8886.14 618 insulated A6111ric; Steel Service Door (18 1 Giluge)-. MaximUm'desIgn pressure fora' wide by 24'hfgh door, Lower design pressures calculated f6i uii10 24' wide by 24' high door. Limits of Use Installation Instructions, Approved for use In -HVHZ: No I F1.8885 RS If 27013- 4004 600 Series Install sealedbd FL - 8688 R , H 27613 600 sgrles sealed. - odf ''Approved for q se outside HVH-V Yes 'Impact Resistant: No. Verified By: Joseph H. Dixon P.E. FL.No 7768 Design Press6re- 4-198.8Mhxj-198.8Max: Created bjIndependent Third Party; No Other:De's1grj pressure at test Width of i6 =+/-S1.Q Evaluation Reports PSf 07-0005-R Created by Independent Third Party: Yes 8888.15 60insaiafecl R6111rij Steel Service. Do -or, (20 Gauge) Maximum design pressure for 8' wide by 24',h[6h door. Lower to z* design pressures calculated for up wide by 241 high d6or. 'Limits of use Installation Instructions Approved'for.use In HVHZ: No FLOWS R5- 11 27013 - 400,600 Series install sea(ed.6d FL8080 R5 IT 27013 600 series sealed,od Approved for use outside-HVHZ: Yes Impact Resistant,. No Verified By: Joseph H. Dixon P. I- FL.No. 7768 Design Presture: +187 7Max/-187.7Max Created by Independent Third Party: No Other: Design pressure ;t test'door width or 16, +/-s%a, Eviduation Reports PSF' FL8888 R5 AE ER-07-0005-R Created by Independent Third Party: Yes 8888.16 622 Insulated R61116j Steel Service, Maximum design pressure for 8! wide blrZO high door. Lower Door (22 Gauge) design pressures calculated for Up to 24' wide by 24! high. door., Limits of Use Installation Instructions Approved fdr use InHVHZ: No F1888& R5 H -27013 - 400.600-Series Install sealed.od Approved for use outside HVHZ: Yes FL8688 R5 11; 27013 600 series sealed.odf Xmpa*ct Resistant: No Verified By. Joseph H. Dixon P.E. FL.No.7768 06sign.Pressure: +178.9Maxjr-178.9Max Created byIndependentThird Paity: No Other: Design prei;surd at. test door width of.16! +I-50.0_ Evaluation Reports psf, FL8888 R5 AS EP--07-0005-R3 022212 0011,od Created by Independent Third Party: Yes MIKE= .Contact Us:: 2601 0. fair etone Road. molahamq FL 32399 Phone; 850-487-1024 The State of Florida Is an . AAJE . _y Eo:cffipl& , or. Cop iliCy statemerit::Refund statemen -YrIeht 2007-20i3 State of Florida, Privacy Statomen ACCMI Under Florida law, emall addresses are public records. If you do not want your a -mall address released In response to a public -records mquest, do not send electronic mall to this entlo. Instead, contact the office by phone or by traditional'inall. it you have any questions, please contact 850.487.1395. *Pursuant be Section 155.275(1)o Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 45S, F.S. must provide the Department with an amall address It they have one. The amalls provided may be wed far alrdal communication with the licensee. Haweve6unafll addresses am public record. If Vag do not wish to supply a personal address, please provIda tho Depaitfriant wlth.an emall address which can be made avallable to the public. To determine iryou are a licensea-under Chapter 455, F.S., please click hero.: Product Approval ACCiptS: ht[gs:[Avww.flaridabuliding.prgfpr?pUpp-AH.aspx?param=vGE\rAQwID gtytsw8jP6BrAlPac*/.2(uYV6PrW7-f�/`ZMF%2fCC`/*3d 416 1h0/26ts httpsllwww.floddabuilding.orglpr/pr app dtl.aspx?pamm=wGEVXQw(DgtYtsW IP6BrAIPac%2fuYV6PcWZl%ZMF%2fCG%3d 5/5 Uscyr- 16X 1.114- HEX HEAD DOLTS.USE 112XaIIVNEXNUTStEEVEANCAGRs MEA w I 26 CLAWE GALVANIZED STEEL CUkIJVANI''D' - tid to A.s.T.wArm-1360 AND FINISHED WITH WACEC0E0' XY PRIMER AND BAKED POLYESTER TOP 00AT4$Eg NOTE 1. . I, INTERIOR ELEVATION SEAM 7� DETAIL IW:�TWASIIER—, EXI spiff'-I H NUT CORRUGATED .SWEET" 1/4* Lock i R L29 R . F j&AZ 1. STEEL FOR CORRUGATED SHEET AS7M--AGS3 WTI`H A MINIMUM YIELD STRENMOF60 KSI AND TENSILE STRENGTH Of 82 KSI. IdRADE So 2, GLADES ROLL FORMED (12) GAUGE f, I IWAMIGALVANIZEb STEEL GUIDE INSERT FORMED (12) GAUGE OALVANMEO STEEL (10) GAUGE MVANIZED STEEL WINDLOCK CLIp FASTENED WTMTWO WtG'X,"O*POP PERSIDEOPEACHs ANSTS ON FOUR CORRUGATICItLi LOCK 13 -14EADSTOP 2 7tI1155 HEAD 114.11) 1. cUmEmseArToGGLE DETAIL QkBbriOM BAR SIDE ELEVATION idFiiTEU4OkMs-usE■14XI-Sar-DFJUM FOR 8ONCREMJAMH.UStI/2'X Z.1/4 SCAM AND FASTENED 5* FROM FLOOR AND EXPANSION IIOLXG WdW LW MWUUIA EMBEOMEWAIiDFASTEWEO a' FROM �SFACEDATSWONCENTERTHEREAFTEFL FLOOR AND SPACED AT24'ON CENrER7RWEAF.WL- 112' STEEL IAMB CONCRIETIE"JAMB --T SLOT 2 'X 2' X WIS., (SEE NOTE 2) nUGTURAL STEEL ANGLE HIM DUTY -GUIDE _Q1JP a j'iffOCK PGUIDE INSERT jWftjD.p1W.d.ADw �(IEEN- • A—Wth.CM30101 ASM D.- Q� SC�REW 2-.r.Yur, 5k' SLIDE STAUCTUPAL DOLT ST LOCK. ANGLE KSHEn SOMM ASTRAWL C�61.�—br-k�b u.0—! Sim 1.31 9.21 12X2V MX21 A221•" 15i"I "i 17.211 . J� Model. 203*Windlock Commercial Sheet Door ' 'D 11 12 13 14 15 17 20 lilt 91.1 '711.0 1 ila 48.0 42.1, ]ix 35.6 31Jr 24.5 113.1. 01.4 Tom - Qj 38.8 7419 22W03 2m 7 0.0:7 :.D.,L,7 Ir"VADENS HIGH INPRESSUTIrlimpA "C7,35-0 :1:52.5 AITIDDIATIVE 660P.3i R11"T NOj C`T1TAC1"2*M0 MOATOWRVIDAMMU Tur DOW - L 16. wmat X IT w4K DumN'IX`LUNO A"DT DO" ft"b.f."App 06IONW110 FORCES TNEW'�' SC'j'L'QO'LWM"'�=:= TIONS. APPAOZ-cEFEFlDICE ANDJAMBAN =&ut'A3?m CONS—THESAWFORALLOPENNaWminM -r CaIr MAX —MUM 21- HIGH SCALE � VARIES �----;t=LAWRATORIES C I MZKkRCMEEFIQADL IFLZZMZ2 *13IM201tVADEx TOLMNas FRACTION—= ajoo:T. 0.017 A =2 XX. , is . ..S *AF A CTLTESTAE—m, 11= . — ev.T*NREP?RG1Ep-OT-WW -