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Home My WebLink AboutPRODUCT APPROVAL EXTERIOR DOORS1/10/2018 I Florida Building Code Online Business � a #w:,Jorial iRvegulation ❑ BCIS Home I Log In I User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map ! Links Search II r 0USER: Public Approval USER: Puhllc User &�: P[ffiuct Approval Menu > Productor Aovlication Search > Aovlicat7on List > Application Detatl FILE COPY FL # FL8888-R5 Application Type Affirmation Code Version 2017 Application Status Approved Comments l& 1 Archived Product Manufacturer ASTA DOOR CORPORATION Address/Phone/Email 4255 MCEVER INDUSTRIAL DRIVE NW ACWORTH, GA 30101 (770) 974-2600 Ext208 J FRENCH3 @ASTADOOR.COM Authorized Signature JAMES FRENCH J FREN CH3 @ASTADOO R. 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 Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Standard ASTM E330 DASMA 108 Year. 2002 2002 .org/pr/pr app_ fl.aspx?param=wGEVXQwtDgtYtsw8jP6BrAIPac%2fuYV8Pcwzl%2ffIF%2fCc%3d 1/5 1/10/261 Sections from the Code Florida Building Code Online A I affirm that there are no changes 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 ";Yes No t) N/A Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved of # Model, Number or Name 18.1 203 Windlock Commercial Sheet Door Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +113.1Max/-113.iMax Other: Design pressure at test door width of 16' = +/-35.0 psf Method 1 Option D 10/06/2017 10/06/2017 10/07/2017 Description Maximum design pressure for 8' wide by 21' high door. Lower design pressures calculated for up to 20' wide by 21' high door. Installation Instructions FL8888 R5 II 27013 - 200 Series all a ed .BEa STFtSiII�2s0ftZ03.odf Verified By: Joseph H.DDixon P.E. FL.No. 7768 Created by Independent Third Party: No Evaluation Reports ELS888 R5 AE ER-07-0005-113 022212 0011.odf 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 RS H 27013 - 200 Series Install sealedpdf Approved for use outside HVHZ: Yes FL88M R5 H 29031 233.Ddf 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 FLB888 R5 AE ER-07-0005-113 022212 0011.Ddf Created by Independent Third Party: Yes 8888.3 320 Commercial Slat Door (20 Gauge - Flat Slat) 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 A Installation Instructions Approved for use in HVHZ: No FLB888 R5 11 27013 - 300 Series Install sealed.Ddf Approved for use outside HVHZ: Yes FL8888 R5 IT 29031 300 Series.Ddf 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 M888 R5 AE ER-07-0005-R3 022212 0011.odf Created by Independent Third Party: Yes 8888.4 Commercial Slat Door (22 ge - Flat Slat) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +128.5Max/-121.5Max Other: Design pressure at test door width of 16' = +41.4 / -38.4 psf Maximum design pressure for 8' wide by 21' high door. Lower design pressures calculated for up to 20' wide by 21' high door. Installation Instructions FL8B88 R5 II 27013 - 300 Series Install sealed.Ddf FL8888 RS II 29031 300 Series.odf Verified By: Joseph H. Dixon P.E. FL.No 7768 Created by Independent Third Party: No Evaluation Reports FL8888 RS AE ER-07-0005-R3 0222' Created by Independent Third Party: Y 4 Commercial Slat Door (24 Maximum design press,., o' - ' - uge - Flat Slat) design pressures cailated for up to-2r:' w, door. Lower S 1/10/2018 II Florida Building Code Online Limits of Use Installation Instructions Approved for use in HVHZ: No FL8888 RS R 27013 - 300 Series Install sealed.ndf Approved for use outside HVHZ: Yes FL8888 R5 Ii 29031 300 Series.odf Impact Resistant: No Verified By: Joseph H. Dixon P.E. FL.No. 7768 Design Pressure: +118.iMax/-111.1 Created by Independent Third Party: No Other: Design pressure at test door width of 16' = +40.0 / Evaluation Reports -37.0 psf F:88M R5 AE ER-07- 005-R3 022212 0011,odf Created by Independent Third Party: Yes 8888.6 ~�^ 418C Rolling Steel Service Door (18 Gauge - Curved Slat) Maximum design pressure for 8' wide by 21' high door. Lower design pressures calculated for up to 24' wide by 21' high door. Limits of Use Installation Instructions Approved for use in HVHZ: No FL8888 R5 IT 27013 - 400.600 Series Install sealed.ndf Fi SS88 R5 III 27013 400C series sealed.ndf Approved for use outside HVHZ: Yes Impact Resistant: No Verified By: Joseph H. Dixon P.E. FL.No. 7768 Design Pressure: +132.2/-132.2 Created by Independent Third Party: No Other: Design pressure at test door width of 16' _ +/- 32.9 Evaluation Reports psf ELBOW R5 AE ER-07-0005-R3 022212 0011.odf Created by Independent Third Party: Yes 8888.7 _ 418F Rolling Steel Service Door (18 . Gauge - Flat Slat) Maximum design pressure for 8' wide by 21' high door. Lower design pressures calculated for up to 24' wide by 21' high door. Limits of Use Installation Instructions Approved for use in HVHZ: No FL8B88 RS llli 27013 - 400.600 Series Install sealed.ndf FL88W l-5 Id 27013 40OF series sealed.ndf Approved for use outside HVHZ: Yes Impact Resistant: No Verified By: Joseph H. Dixon P.E. FL.No. 7768 Design Pressure: +127.6Max/-127.6Max Created by Independent Third Party: No Other: Design pressure at test door width of 16' = +/-49.3 Evaluation Reports psf F1 888 R5 AE ER-07-0005-113 022212 0011.odf Created by Independent Third Party: Yes 8888.8 420C Rolling Steel Service Door (20 Gauge - Curved Slat) Maximum design pressure for 8' wide by 21' high door. Lower design pressures calculated for up to 24' wide by 21' high door. Limits of Use Installation Instructions Approved for use in HVHZ: No FL8888 RS R M13 - 400.600 Series Install sealed.ndf FLB888 85 R M13 400C series sealed.ndf Approved for use outside HVHZ: Yes Impact Resistant: No Verified By: Joseph H. Dixon P.E. FL.No. 7768 Design Pressure: +124.5Max/-124.5Max Created by Independent Third Party: No Other: Design pressure at test door width of 16' _ +/-32.2 Evaluation Reports psf FL8888 RS AE I34-07-0005-R3 022212 0011.odf Created by Independent Third Party: Yes 8888.9 42OF Rolling Steel Service Door (20 Maximum design pressure for B' wide 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 use in HVHZ: No FL8888 RS II 7-7013 - 400.600 Series Install sealed.ndf Approved for use outside HVHZ: Yes FL88W RS II 21013 400E series sealed.ndF Impact Resistant: No Verified By: Joseph H. Dixon P.E. FL.No. 7768 Design Pressure: +119.3Max/-119.3Max Created by Independent Third Party: No Other: Design pressure at test door width of 16' = +/-47.7 Evaluation Reports psf FLBQM 05 AP ER-07-0005-R3 022212 0011.odf Created by Independent Third Party: Yes 8888.10 422C Rolling Steel Service Door (22 Maximum design pressure for 8' wide by 21' high door. Lower Gauge - Curved Slat) design pressures calculated for up to 24' wide by 21' high door. Limits of Use Installation Instructions Approved for use in HVHZ: No FISM RS id 27013_- 400.600 Series install sealed.ndf Approved for use outside HVHZ: Yes FL88W R5 I1 27013 400C series sealed.ndf Impact Resistant: No Verified By: Joseph H. Dixon P.E. FL.No. 7768 Design Pressure: +118.2Max/-118.2Max Created by Independent Third Party: No Other: Design pressure at test door width of 16' _ +/- 31.6 Evaluation Reports psf FL8888 R5 AE EP-01-0005-R3 022212 0011.odf Created by Independent Third Party: Yes 8888.11 422F Rolling Steel Service door (22 Maximum design pressure for 8' wide 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 use in HVHZ: No RAM RS U 27r013 - 400,600 Series Install sealed.odf Approved for use outside HVHZ: Yes FI-8 a RS H 27013 400E series sealed.0df 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 g.org/prlpr app_df.aspx?param=wGEVXQwtDgtYtsw8jP6BrAlPac%2fuYV8PcWZl%2fliF%2fCc%3d 3/5 1/10/26 Florida Building Code Online Other: Design pressure at test door width of 16' = +/-46.4 111 R5 AE ER-07-0005-R3 022212 0011 Ddf psi Created by Independent Third Party: Yes 8888.12 424C Rolling Steel Service Door (24 Gauge - Curved Slat) Maximum design pressure for 8' wide by 21' high door. Lower design pressures calculated for up to 24' wide by 21' high door, Limits of Use Installation Instructions Approved for use in HVHZ: No ELOM R5 11 27013 - 400,600 Series Install sealed,od Approved for use outside HVHZ: Yes FLS888 R5 II 27013 400C series 5ealed.odf Impact Resistant: No + Verified By: Joseph H. Dixon FL.No. 7768 Design Pressure: +130.8Max/-110.8Max Created by Independent Third Party: No Other: Design pressure at test door width of 16' = +/-31.0 Evaluation Reports psf Fa IM R5 AE ER-07-0005-113 022212 0011 odf Created by Independent Third Party: Yes 8888.13 424F Rolling Steel Service Door (24 Gauge - Flat Slat) Maximum design pressure for 8' wide by 21' high door. Lower design pressures calculated for up to 24' wide by 21' high door. Limits of Use Installation Instructions Approved for use in HVHZ: No 13.8888 R5 It 27013 - 400,600 Series Install seal d ndf Approved for use outside HVHZ: Yes FL8888 RS 11 27013 40OF series sealed ndf Impact Resistant: No Verified By: Joseph H. Dixon P.E. FL.No. 7768 Design Pressure: +105.3Max/-105.3Max Created by Independent Third Party: No Other: Design pressure at test door width of 16' _ +/-45.0 Evaluation Reports psf HLSM R5 AE ER-07-0005-R3 022212 0011 odf Created by Independent Third Party: Yes 8888.14 618 Insulated Rolling Steel Service Door (18 Gauge) Maximum design pressure for 8' wide by 24' high door. Lower design pressures calculated for up to 24' wide by 24' high door, Limits of Use Installation Instructions Approved for use in HVHZ: No FLOM R5 10 27013 - 400.600 Series Install sealed ndf Approved for use outside HVHZ: Yes E mM R5 H 27013 600 series sealed.odf Impact Resistant: No Verified By: Joseph H. Dixon P.E. FL.No 7768 Design Pressure: +198.8Max/-198.BMax Created by Independent Third Party: No Other: Design pressure at test door width of 16' = +/-51.8 Evaluation Reports psf FLORM RS AE ER-07-0005-113 022212 0011 Ddf Created by Independent Third Party: Yes 8888.15 620 Insulated Rolling Steel Service Door (20 Gauge) Maximum design pressure for 8' wide by 24' high door. Lower design pressures calculated for up to 24' wide by 24' high door. Limits of Use Installation Instructions Approved for use in HVHZ: No ff#Rh 8 05 H 27013 400,600 Series Install seal d ndf Approved for use outside HVHZ: Yes Er88% RS 16 27013 600 series sealed.odf Impact Resistant: No Verified By: Joseph H. Dixon RE. FL.No. 7768 Design Pressure: +187.7Max/-187.7Max Created by Independent Third Party: No Other: Design pressure at test door width of 16' _ +/-50.8 Evaluation Reports psf HUMM RS AE ER-07-0005-R3 022212 0011 odf r-- Created by Independent Third Party: Yes 8888.16 622 Insulated Rolling Steel Service Maximum design pressure for 8' wide by 24' high door. Lower Door (22 Gauge) design pressures calculated for up to 24' wide by 24' high door. Limits of Use Installation Instructions Approved for use in HVHZ: No E b R5 II 27013 400.600 Series Install sealed dr Approved for use outside HVHZ: Yes FLOM RS 11 2ZO13 600 series sealed Ddf Impact Resistant: No Verified By: Joseph H. Dixon P.E. FL.No.7768 Design Pressure: +178.9Max/-178.9Max Created by Independent Third Party: No Other: Design pressure at test door width of 16' _ +/-50.0 Evaluation Reports psf H R5 AE ER7!07-0005-R3 022212 001I odf Created by Independent Third Party: Yes Contact Us :: 2601 Blair Stone Road Tallahassee Fl32399 Phone: 850-487-1824 The State of Florida Is an AAJEEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a. personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please dick here . �Product Approval Accepts: ®� gfrt_r 4/5 3NO r USE 3/8•-16 X 1.1/4' HEX HEAD DOLTS: USE 11T X 2:1/4' HEX NUT SLEEVE ANCHORS, 1 _ oIII I# � Ib 1 AND FINISHED WITH BAKED FPDXY PRIMER r BAKED•• •• I'M.' CIO `ew . •.,., jt7 <P�ISO! D' STOP 114-(1) 0- RSW 'P. GUIDE INSERT TOGGLE LOCK DETAIL Es MAX 2V- 0" FOR STEEL JAMB. USE 014 X 1' SELF -DRILLING SCREWS AND FASTENED 6' FROM FLOOR AND .SPACED AT 6' ON CENTER THEREAFTER, -11�- 112' t.ve• �Lme• 10 �- 8 (SEE NOTE 2.) FOR CONCREIE JAMB. USE 112" X 2.1/4 EXPANSION BOLTS WITH 1.1Q' MINIMUM EMBEOMENTAND FASTENED 6' FROM FLOOR AND SPACED AT 24' ON CENTER THEREAFTER: jr--2 9,16• % 1• SLOT M -7/6• 2' % 2• X 3/16' STRUCTURAL STEEL ANGLE HEM 0M GUIDUJAR R.3f2 INTERIOR ELEVATION SIDE ELEVATION 0s r.- 1.250% j g 0 600 I _ La Y25D• LEO, SLIDE BOLT LOCK BOTTOM BAR 7,• R ' �_ 7D• ALTERNATE DOOR CURTAIN A BOTTOM BAR 2.6ae• r' j2j 2- X 2" X ANGLE ATTACHMENT x- X 2• X 3/16 W BJDLOCK CLIP DETAIL STRUCTURAL 1/4'-2DX 1.1/a` STEEL ANGLE Weal DMIPINL400d Dao1 (SEE NOTE 4.) r. TRUSS HEAD SCREW 1�58' 1/4• FIAT WASHER It FDA fal Neu psf Modal Daps b �] 112" ` 5/1W-16 HE%NUT ` - HEAD STOP fs. 3/9'MDIU5 TYPICAL LIFT CUp.�\!� J.T� 25• X 1/4"-20 HEX HD. NUT,r CORRUGATED SHEET 1/4" LOCK I ONE LOCK LOCATED AT EACH END OF CURTAIN. NOTES: 1. STEEL FOR CORRUGATED SHEET ASTM-A653 WITH A MINIMUM YIELD STRENGTH OF BO KSI AND TENSILE STRENGTH OF 62 KSI, (GRADE 80) 2, GUIDES ROLL FORMED (12) GAUGE (.110"-1201GALVANFZED STEEL. 3, GLIDE INSERT FORMED (12) GAUGE GALVANIZED STEEL. 4, (10) GAUGE GALVANIZED STEEL WINDLOCK CLIP FASTENED WITH TWO 3/10' X .440" POP RIVETS ON FOUR CORRUGATIONS PER SIDE OF EACH SMEE . ALUMINUM Test Gov 16 35 JS 2 EXTRUSION (SEE NOTE 3.) 1/Y- 20 X 1.1/4• TRUSS HEAD SCREWSLIDE CaiDrwbn nEW■Wns for test d.., �press" - - 4255 McEvsrW=trW Drive Adwodh, GA 30101 Phow (770) 074.2600 / Fax: (T70) 974-1455 STRUCTURAL to ds� rrwxlm design ALTA 0. Ggvwf•R Web BOLT BOLT Site: www•st•door.Wm LOCK RAGE Mml Dh= SIm Model 203 Windlock 921 9 6 11 11 20 0.017 Commercial Sheet Door BOTTOM ASTRAGAL .21 D 01.4 .4 01.4 .4 2033 0.017 10A 21 10 76.0 76.0 2Q3 0.017 TEETSUM CENION PMUURE TEST RESSURE 11.21 11 64.0 64.6 203 0.017 16' WIDE X E' HIGH t35.0 t52.5 SUMIMAIN OF CATIDIANY FORM FOR ALTERNATR E DOME 12 X 21 12 55.0 55.6 2W 0A17 comp* DTOLYRRMTEs7En tA"ATOXEs MAXIMUMS1a 20'WIDEX2l'MGM REPORT NO: CTLA.Ism DxIED MOUVI1 IJ•21 iJ 4B.0 4e.D 203 0.017fiCALE TEST D001E IV WIDE X E' Milk 0ELON■•E■DIaw /.=*POP 11X21 14 4].3 4J.3 20] 0.017ACES OVARIES CERTIFIED TESTING LABORATORIES STATIC AIR PRESSURE TEST CONDUCTED IN ACCOADM/CE WITHASTM E331)-W 15.21 15 36.e 3aA 2W O.otT FRACTION„I= 7252 NARCOOSEE ROAD DE6K1H 1Y0iD F011GE"u ARE GLCUtATED TO PRODUCE WEHARY FORM AT 10.21 16 35.0 35.0 203 DOt7 .X. •.032 ORIANDO. R. 3=.. THE GUIDES EMALTO OR LESS THAN THOSECALCUTATEO FOR THE TEST GOO& 17.21 17 31.8 31.8 203 0A17 du. a.015 REFS E T1e".■It 1e%21 1e 2A1 2D.1 203 DA17 JODI. gAQ5Rt5 CTL TEST REPORT6 4M GIWATELYUS.AIEIJAS GUIDE ANGRTHED AJAR ANCHORAGESBE STRESSED To TO OPAWRR :41 ISSM5.1541/ EVALUATION REPORT /EH•07.0005 THOSE IN THE THOSE IN THE TEST DOOR. PROVIDEDT APPRO%1■1000 OENING EDTIMT 18X21 16 2e.7 20.7 203 0.017 REVISED: 0.2•M IS CONSEIUCTrD FOR ALL THE DOOR S COt61ig7C1ED THE SLUE FORAIL OPENING WIDTHS. _ 70X21 20 24,6 24.6 7W QD17 I DD IIOT SCALE OMWING IDRAWLi riR).1.2fO 6HFErr OFt