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HomeMy WebLinkAboutPRODUCT APPROVAL EXTERIOR DOORS ROOL UPFlorida Building Code Online Page 1 of 5 ENIERN «., r .ftsiness Prefestioiial',-Rego,i�atio,-n BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts 1 Publications I FBC Staff BCIS Site Map Links Search Florida �, fifi =`i r Prod uct Approval r 0 U5ER. Public User Product Aooroval Menu > Product or Aoolication Search > Aoolication•List > Application Detail . FL # FL8888-R4 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 J FRENCH3@ASTADOOR. COM Authorized Signature JAMES FRENCH ]FRENCH3@ASTADOOR.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 Sections from the Code FL8888 R4 COI Financial Indep 102709.odf Standard Year ASTM E330 2002 DASMA 108 2002 ..Y COPY https://www.floridabuilding. org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtYtsw8 jP6BrA... 9/ 19/2017 Florida Building Code Online Page 2 of 5 © 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 OYes ONo ON/A Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved of Products FL8888 R4 COC 35010 self affirm 8888 R3.odf Method 1 Option D 05/20/2015 05/20/2015 05/31/201S 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 Install 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.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 R4 II 27013 - 200 Series Install sealed.odf FL8888 R4 II 29031 233.Ddf Approved for use outside HVHZ: Yes 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 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 Installation Instructions Approved for use in HVHZ: No FL8888 R4 II 27013 - 300 Series Install sealed.odf FL8888 R4 II 29031 300 Series.odf Approved for use outside HVHZ: Yes 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-07-0005-113 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 Install sealed.odf FL8888 R4 II 29031 300 Series.odf Approved for use outside HVHZ: Yes 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-07-0005-113 022212 0011.pdf Created by Independent Third Party: Yes 8888.5 324 Commercial Slat Door (24 Maximum design pressure for B' 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 Series.odf Impact Resistant: No Verified By: Joseph H. Dixon P.E. FL.No. 7768 https://www.fl6ridabu'ilding. org/pr/pr_app_dtl.aspx?pararn=wGEVXQwtDgtYtsw8j'P6BrA... 9/19/2017 Florida Building Code Online Page 3 of 5 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 FL8888 R4 AE ER-07-0005-R3 022212 0011 odf Created by Independent Third Party: Yes 8888.6 418C Rolling Steel Service Door (18 Maximum design pressure for 8' wide by 21' high door. Gauge - Curved Slat) 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 R4 II 27013 - 400,600 Series Install sealed.pdf FL8888 R4 II 27013 400C series sealed.pdf 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 FL8888 R4 AE ER-07-0005-R3 022212 0011,odf Created by Independent Third Party: Yes 8888.7 418F Rolling Steel Service Door (18 Maximum design pressure for 8' wide by 21' high door. Gauge - Flat Slat) 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 R4 II 27013 - 400,600 Series Install sealed.odf FL8888 R4 II 27013 40OF series sealed.pdf 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 FL8888 R4 AE ER-07-0005-R3 022212 0011.odf Created by Independent Third Party: Yes 8888.8 420C Rolling Steel Service Door (20 Maximum design pressure for 8' wide by 21' high door. Gauge - Curved Slat) Lower design pressures calculated for up to 24' wide by 21' high door. Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FL8888 R4 II 27013 - 400.600 Series Install sealed odf FL8888 R4 II 27013 40OC series sealed.odf 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 R4 AE ER-07-0005-R3 022212 0011.Ddf Created by Independent Third Party: Yes 8888.9 420F Rolling Steel Service Door (20 Maximum design pressure for 8' wide by 21' high door. Gauge - Flat Slat) 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 R4 II 27013 - 400.600 Series Install sealed.odf FL8888 R4 II 27013 40OF series sealed.odf Approved for use outside HVHZ: Yes 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 FL8888 R4 AE 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. Gauge - Curved Slat) Lower design pressures calculated for up to 24' wide by 21' high door. Limits of Use Installation Instructions Approved for use in HVHZ: No F1,8888 R4 II 27013 - 400,600 Series Install sealed.bdf FL8888 R4 II 27013 400C series sealed.odf Approved for use outside HVHZ: Yes 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 R4 AE ER-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' wide by 21' high door. Gauge - Flat Slat) 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 R4 II 27013 - 400,600 Series Install sealed.pdf FL8888 R4 II 27013 40OF series sealed.odf Approved for use outside HVHZ: Yes Impact Resistant: No Verified By: Joseph H. Dixon P.E: FL.No. 7768 Design Pressure: +112.SMax/-112.5Max Created by Independent Third Party: No Other: Design pressure at test door width of 16' = +/-46.4 Evaluation Reports psf FL8888 R4 AE ER-07-0005-R3 022212 0011.odf Created by Independent Third Party: Yes 8888.12 424C Rolling Steel Service Door (24 Gauge - Curved Slat) https ://www. floridabuilding. org/pr/pr_app_dti. aspx?param=wGEVXQwtDgtYtsw8 j P 6BrA... 9/ 19/2017 Florida Building Code Online Page 4 of 5 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +110.BMax/-110.8Max Other: Design pressure at test door width of 16' _ +/-31.0 psf Maximum design pressure for 8' wide by 21' high door. Lower design pressures calculated for up to 24' wide by 21' high door. Installation Instructions FL8888 R4 II 27013 - 400,600 Series Install sealed.pdf FL8888 R4 II 27013 400C series sealed.odf Verified By: Joseph H. Dixon FL.No. 7768 Created by Independent Third Party: No Evaluation Reports FL8888 R4 AE ER-07-0005-113 022212 0011.odf Created by Independent Third Party: Yes 8888.13 424F Rolling Steel Service Door (24 Maximum design pressure for 8' wide by 21' high door. Gauge -Flat Slat) 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 R4 II 27013 - 400.600 Series Install sealed.Ddf F1_8888 R4 II 27013 40OF series sealed.odf' Approved for use outside HVHZ: Yes 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 FL8888 R4 AE ER-07-0005-113 022212 0011.Ddf Created by Independent Third Party: Yes, 8888.14 618 Insulated Rolling Steel Service Maximum design pressure for 8' wide by 24' high door. Door (18 Gauge) Lower design pressures calculated for up to 24' wide by 24' high door. Limits of Use Installation Instructions Approved for use in HVHZ: No FL8888 R4 II 27013 - 400.600 Series Install sealed.pdf Approved for use outside HVHZ: Yes FL8888 R4 II 27013 600 series sealed.Ddf Impact Resistant: No Verified By: Joseph H. Dixon P.E. FUND 7768 Design Pressure: +198.8Max/-198.8Max Created by Independent Third Party: No Other: Design pressure at test door width of 16' _ +/-51.8 Evaluation Reports psf FL8888 R4 AE ER-07-0005-113 022212 0011.Ddf Created by Independent Third Party: Yes 8888.15 620 Insulated Rolling Steel Service Maximum design pressure for 8' wide by 24' high door. Door (20 Gauge) Lower design pressures calculated for up to 24' wide by 24' high door. Limits of Use Installation Instructions Approved for use in HVHZ: No FL8888 R4 II 27013 - 400,600 Series Install sealed.odf FL8888 R4 II 27013 600 series sealed.odf Approved for use outside HVHZ: Yes Impact Resistant: No Verified By: Joseph H. Dixon P.E. 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 FL8888 R4 AE ER-07-0005-113 022212 0011.odf Created by Independent Third Party: Yes 8888.16 622 Insulated Rolling Steel Service Maximum design pressure for 8' wide by 24' high door. .Door (22 Gauge) Lower design pressures calculated for up to 24' wide by 24' high door. Limits of Use Installation Instructions Approved for use in HVHZ: No FL8888 R4 II 27013 - 400.600 Series Install sealed.pdf Approved for use outside HVHZ: Yes F1_8888 R4 II 27013 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 FL8888 R4 AE ER-07-0005-R3 022212 001I.p_df Created by Independent Third Party: Yes Back .--t Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AAJEEO employer. Coovriaht 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 mail to this entity. Instead, contact the office by phone or by traditional mail. 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 emalls 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 emall address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click ber€. Product Approval Accepts: �hec-- https://www.floridabuilding. org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtYtsw8jP6BrA... 9/ 19/2017 Florida Building Code Online Page 5 of 5 Credit Card Safe SCCUrityMETR'ICS' https://www.floridabuilding.org/pr/P _app_dtl.aspx?param=wGEVXQwtDgtYtsw8jP6BrA... 9/19/2017 USE 3W-16 X 1.1N' HEX HEAD BOLTS. USE 12' X 2.1/4• HEX NUT SLEEVE ANCHORS. ' � a y 16j far. 40 MEAD STOP 26 GAUGE GALVANIZED STEEL GALVANIZED ACCORDING TO MAX A.S.T.M. A653-G60 AND FINISHED WITH BAKED EPDXY 2M 0• PRIMER AND BAKED POLYESTER TOP COAT.(SEE NOTE 1.) RSW W241TP. GUIDE INSERTTOGGLE LOCK DETAIL INTERIOR ELEVATION SIDE ELEVATION SLIDE BOLT LOCK BOTTOM BAR DOOR CURTAIN A BOTTOM ANGLE SEAM 2' X 2• X 3/1A• DETAIL STFL TURAL-� ' STEEL ANGLE -3 12-6/16•-18 r59' 1/4• FLAT WASHER HE%NUT, ' ` 5/8• 3/6• RADIUS TYPICAL HEAD STOP UFT CUP 26' �----� I Ar, 1/4•-20 HEX HD. NUT J,A, CORRUGATEDCORRUGATED���� 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 80 KSI AND TENSILE STRENGTH OF 82 KSI. (GRADE 80) 2. GUIDES ROLL FORMED V21 GAUGE (.110•-120')GALVANIZED STEEL 3. GUIDE INSERT FORMED (12) GAUGE GALVANIZED STEEL 4. (10) GAUGE GALVANIZED STEEL WINDLOCK CUP FASTENED WITH TWO 3/16" X .440" POP RIVETS ON FOUR CORRUGATIONS PER SIDE OF EACH SHEET. ALTERNATE BOTTOM BAR ATTACHMENT 1/4'-2OX 1.1/4• TRUSS HEAD SCREW FOR STEEL JAMB. USE $14 X 1 • SELF -DRILLING FOR CONCRETE JAMB. USE 12• X 2.114 SCREWS AND FASTENED S• FROM FLOOR AND IXPANSION BOLTS 1i7TH 1./2• MINIMUM SPACED AT S' ON CENTER THEREAFTER ` EMBEDMENT AND FASTEN.EO A• FROM FLOOR AND SPACED AT 24' ON CENTER TIIERFAFTER. I li GAUOE MINIMUM THICKNESS STEEL JAMB CONCRETE JAMB 2.t/e• 1.3/e• 1D r� fins ) rx� a/e 1.911e• -2.51e'+{ 2' -� 1 91161 X 1' SLOT =/! -f 1a I (SEE NOTE 2.) 2• X 2' K 3116' STRUCTURAL STEEL ANGLE HEAVY DUTY GUIDE CUP ' .31 R - 1 I 7f' 4 Ai .250- llo LOGO, 71 L_ 7°• 2.6ee (2) Woe �9n W Doo WINDLOCK CLIP GUIDE INSERT (SEE NOTE 4.) (SEE NOTE 3.) ALUMINUM EXTRUSION Test Dow to 35 35 203 D.- CW6RAti0n r:alMatlorfs W Zest door 4255 MCEver Industrial Drive 1/4'-20 % 1.1/4• TRUSS HEAD - SCREW 2•A2'K3/16' SLIDE STRUCTURAL BOLT STEM - LOCK ANGLE 1 BOTTOM ASTRAGAL Acworth. GA 30101 A>TA D.-t � Pt10Re: (770) 8742600 / Fax: (770) 974-1455 Web Site:lvww,e61ed0ormm Cwr0-um f-by"b"I•bn to d t...k. rrlaoKKAn d.Ypl Pinson M. Door St. 8.21 9221 Model 203 Windlock Commercial Sheet Door a 9 113.1 91A 110.1 91.4 2D3 203 D.017 0.017 10.21 11 K 21 12K21 1D A 21 10 11 12 13 76.0 64S SSS 4e9 76.0 54A ssA 4B9 203 2M 20;1 20.7 0S17 0.017 OD17 TEST SIZE 16' WIDE X B' HIGH DESIGNPRESWRE ±3560 I TEST PRESSURE . t52.5 SUMMARY OFCATENARY FORCES FOR ALTERNATIVE DOORS COMPARED TO CERf61Ep7QINO WOMIOREl ATED KFPOIIT ND. OTLA-12WK DEN7p1 0.017MAXIMUM SIZE 20' WIDE X 2l' HIGH SCALE = VARIES TEST LOCATION CERTIFIED TESTING LABORATORIES 7252 NARCOOSEE ROAD ROLUMM VISIT ODOR TEST OO TESTDUCTED HIGH. DoIDN MIIMDIDAO N-aeq P6F STATIC AM PRESSIMETEST CONDUCTED IN ACCORDANCE WITH ASTM E33D02 14.21 15A21 14 15 43.3 38.0 433 33A 203 203 O.D77 0.017 TOLERANCES FRACTION -: 11J2 DESIGN WIND FORCES ARE CALCULATED TO PRODUCE GTEN RY FORCESAT THE GUIDES EQUAL TO OR LESS THAN THOSE CALCULATED FOR THETEST DOORR, THIS tND1CATES THAT THE CURVAL WINDLOGK6. WINDLOCK CONNECTIONS. GUIDE ANGLES, AND JAMB ANCHORAGES WILL ALL BE STRESSED TD APPRO)MU ELY THE SAMEASTHOSE N THE TEST DOOR, PROVIDED THAT THE DOOR IS CONSTRUCTED THE SAME FOR ALLOPENRK3 WIDTHS. 16+21 17.21 to K21 19K21 16 17 1e 19 35.0 31.8 29.1 26.7 35.0 31.A 29.1 26.7 203 203 203 203 ORLANDO. FL 32822 0.017 0.017 OA77 0.017 ,X - .032 =- s•015 J00L= 2.00S seS DRAWN RY JCi ISSUE.S.1547 REVSEO: S•2-09 REFERENCE CTL TEST REPORT z]2ST)el EVALUATION REPORT BER-07.ODDS ,. DO NDTSCALE DRAWING DRAV/PA FW 7-1-x0] SHEET 1 OF 1 _ _ _ 20.21 20 24.6 24.6 2W 0.017