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Home My WebLink AboutPRODUCT APPROVALS9/20/2018 , r Flodla Building Code Online y ! it � .s flats r I CIS Home Log In User Registration Hot Topics y Submit Surcharge Stats & Facts Publications contact Us 3CIS Site Map Unks Seard A Product Approval USER: Public User a e pmval Meng > Product or Aoalicatlan Search > &pplicatlan List> Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Emall Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method FL27403 New 2017 Approved Carports Anywhere 10858 S.E. County Road 221 Starke, FL (352) 468-1116 bodom@carportsanywhere.com Brandle Odom bodom@carportsanywhere.com Structural Components Structural Wall DEC 062018 ST. Lucie SCANNED BY St. Lucie County Evaluation Report from a Florida Registered Architect or a Ucensed Florld; Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Terrence E. Wolfe Evaluation Report Florida License PE-44923 Quality Assurance Entity PRI Construction Materials Technologies, LLC Quality Assurance Contract Expiration Date 06/13/2023 Validated By Gary Hartman, P.E. I Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL27403 RD COI Letter of Certification.odf Standard ASTM E 1592 A57M E 330 FILEDCQz R8Y Vear 2005 2002 https:/Anew.fictidabuilding.org/pr/pr_app_dtl.aspx7param=wGEVXQwtDquHOE2Ywea/a2bOsAuSaRl0%2fsNJldto6lC%2f°/o2bLV98RAA3xJ6YA%3d%3d 1/2 9/20/2018 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summnurn�nf Prndurtc florico Building Code Online Method 1 Option D O6/18/2018 O6/19/2018 06/27/2018 08/15/2018 i1T FL # Model, Number or Name Description 27403.1 Hampton Rib Wall Panel Hampton Rib Wall Panel over open Framing Limits of Use Installation Instructions for use In HVHZ: No Approved for use outside HVHZ: Yes FL27403 RO 11 Hampton Rib Wall Panel Secured.pdf Verified By: Terrence E. Wolfe, P.E. 44923 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-57.3 psf Evaluation Reports Other: See Evaluation Report for various Design Pressures. FL27403 RO AE Hampton Rib Wall Panel Secureci Install per Manufacturer's Details. Not for use in HVHZ Zones. Created by Independent Third Party: Yes 27403.2 Resl-Lap Siding Wall Panel Resl-Lap Siding Wall Panel over open Framing Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FL27403 RO II Resi-Lap Wall Panel secured.p& Verified By: Terrence E. Wolfe, P.E. 44923 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +40.0 psf/-37.0 psf Evaluation Reports Other: +40.0 psf at W-O" o.c. -37.0 psf at 4'-O" o.c. Install per FL27403 RO AE Res! -Lao Wall Panel secured.pff Manufacturer's Details. Not for use In HVHZ Zones. Created by Independent Third Party: Yes n :n: avzl Contact Us :: 7601 Blair Stone Read. Tallahassee FL 37399 Phone: 850487-1824 The State or Florida Is an MAW employer. pallydght 2007-2013 State or Florida.:: privacy, Statement :: AccesslblRty 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 real do not send electronb mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 8S0.487.1395. -Pursuant to Section 455.275(I Florida Statutes, effective October 1, 2012, licensees licensed under chapter 455, F.S. must provide the Department with an small address If they have one. The emal provided may be used for official communloUon with the licensee. However email addresses are public record. If you do not wish to supply a personal address, pleas Provide the Department with an small address which an be made available to the public. To determine If you are a licensee under chapter 455, F.S., please click berg Product Approval Accepts: Credit Card Safe hfps:l wvw.floddabuilding.org/prlpr app dtl.aspx7param=wGEVXQwtDquHOE2Ywep/a2bOsAuSaRlO%2fsNjldto6lC%2fp/p2bLV98RAA3xJ6YA0/03d%3d 2/2 r I Bas Home Log In User Registrailon Not Topics db".)1r LI prndoct �� USEn: Puh PO 4"u'e 'Men A II tl T Approval Ic User YAK i / AN Submit SurchaMe Statsa Farts Publications Contact Us BCISSIte Map Unks Search e> PmduR m AnolkaUon Search > Anolkntian Ilst> Application Ootail Pp ca on ype Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email I Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method R27402 New SCANNED 2017 BY Approved St. Lucie County Carports Anywhere 10856 S.E. County Road 221 Starke, FL (352) 468-LI16 bodum@carportsanywhere.com Brandie Odom bodom@mrportsanywhere.com Structural Components Roof Deck Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received I Florida Engineer or Architect Name who developed the Terrence E. Wolfe Evaluation Report Florida License PE-44923 I Quality Assurance Entity FRI Construction Materials Technologies, LLC Quality Assurance Contract Expiration Date 06/23/2023 Validated By Gary Hartman, 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 EL27402 RO COI Letter of Certification.odf Standard ASTM E 1592 FM 4471 Year 2005 1992 Product Approval Method Method 1 Option D https:/Avww.floridbuilding.org/pr/pr_app_dtl.aspx7param=wGEVXQwtDquHOE2Ywe°/,2bosiNKRVGZO%n2f8UxBWJ%2f6gJzrtctzclmp4BYw%3dn/3d 112 Date Submitted ` _ I 06/18/2018 Date Validated 06/19/2018 Date Pending FBC Approval 06/27/2018 Date Approved 08/15/2018 S^ummary of Products. FL * ' Model, Number or Name Description 27402.1 Hampton Rib Roof Panel Hampton Rib Roof Panel over open Framing Limits of Use Installation Instructions Approved for use In HVHZ: No FL27402 RO II Hampton Rib Roof over Open Framing Approved for use outside HVHZ: Yes Secured-ridf Impact Resistant: N/A Verified By: Terrence E. Wolfe, P.E. 44923 Design Pressure: +N/A/-57.3 psf Created by Independent Third Party: Yes Other. See evaluation report for various design pressures. Evaluation Reports Install per Manufacturer's details. Not for use In HVHZ Zones. FL27402 RO AE Hampton (lib Roof over Open Framing Secured.odj Created by Independent Third Party: Yes Contact Us :: 2601 Blair stone Road, Tallahassee FL 32399 Phor mt 850.487-1624 The State or Florida Is an AAJEEO employer. S9eydght 2007-2013 Stnte of Florida.:: Pdvaw statement:: ACCP, ep lllty Smtemene:: 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 t4 section 455:275(i), Florida Statutes, effective October 1, 2012, Ilansees 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 email address which on be made available to the public. To dmtennine if you am a acensee under Chapter 455, F.S., please click hem . Product Approval Accepts: MM ®'' fCtu7 Credit Card Safe https:llwww.floddabuilding.org/pr/pr app dtl.aspx7param=wGEVXQwtDquHOE2Ywee/a2bOsJNKRVGZO%2fBUxBWJe/2f6gJZTtctzclmp4BYw%3de/3d 2/2 3/30/2018 Florida Building Code online SCISHome Login j uwnneitradon Hot Topks I Submlt Surcharge Stab&Fatty d,bbx usEProR. PilApproval.r F Pmd=wPwY.i Menu>Pm ija orwoq=Un5 Eft>applienten Llst>APPaadon DoWII FL # FL17996-RI Application Type Affirmation Code Version 2017 Application Status Approved Comments Archived ;t�za� •�". ill. +�' y� PubUnUeris MCStalf BCIS SIM Map ! Onks Search Product Manufacturer Elixir Door and Metal Company Address/Phone/Emall 121S Pope Drive Douglas, GA 31533 (912) 493-221S ryarbarry@elixirdmc.com Authorized Signature Randall Yarbery ryarberry@elixirdme.com Technical Representative PTC Product Design Group Address/Phone/Email PC Box 520775 Longwood, FL 32752 (321) 690-1788 Info@ptc-corp.com Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By SCANNED BY St. Lucie County Exterior Doors Swinging Exterior Door Assemblies Certification Mark or Listing American Architectural Manufacturers Association American Architectural Manufacturers Association Standard AS" E330 Year 2002 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 N/A FL17996 RI CDC Afimatin FL17996 418-1200 ss odf hflps:/Avww.lohdabuilding.org/pr/pr_ppp dll.aspx7param=WGEVXQwtDquTluhTgK2%2bd3R%2b%P2bN%2fBggs9RCIoMU%2bfRDgsg3ZdGjXlw/a3d%P3d 3/30/2018 Product Approval Method Florida Building Cade Online ' Method I Option A if Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Go to Page 0 01/29/2018 01/29/201B 02/04/2018 0 ® Page l / 210 FL # Model, Number or Name Description 17996.1 Series 202-20S Steel Door Series 202-20S Steel O.S. Door w/ Vertical Slider Window Limps of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +301-30 Other: Certification Agency Certificate FL17996 RI C CAC EXR 202-20S Vertical Slider AM E529 plusS,pdf Quality Assurance Contract Expiration Date 12/03/2010 Installation Instructions FL17996 R1 Ir ELIX0034 Rev A Series 202-ZOS SS.odf Verified By: Robert J. Amoroso, PE FL PE No. 49752 Created by Independent Third Party: Yes Evaluation Reports F117996 R1 AF PER 1642 Rev3 415-0705 SS -Rd Created by Independent Third Party: Yes 17996.2 Series 230 W9 Steel Door Series 230 W9 Steel O.S. Door w/ Cottage Window Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +30/-30 Other: Certification Agency Certificate FL17996 gI C CAC EXR 230 W9 CQ=e ASTM E330 005dE Quality Assurance Contract Expiration Date 12/03/2018 Installation Instructions Fl 7496 RI rr ELII0033 Rev A Series 230 W9 SS odf Verified By: Robert J. Amoruso, PE FL PE No, 49752 Created by Independent Third Party: Yes Evaluation Reports Fl 17996 R1 AF PER 1647 Rev3 415-0705 Se odj Created by Independent Third, Party: Yes 17996.3 Series 402-14 Vinyl Steel Out -Swinging Regular Door - 14"x14" Window Limits of Use Certification Agency Certificate Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +40/-40 Other: F117996 Rl C CAC EXR 402-14 E330 olus5.odf Quality Assurance Contract Expiration Date 09/14/2020 Installation Instructions FL17996 RI II ELIX0050 REV -A OS MODEL 402-14 ss.Pdf Verified By: Robert J. Amoruso, PE FL PE No. 49752 Created by Independent Third Party: Yes Evaluation Reports Fl 17996 RI AF PER 1251 R Vla 415-0705 ss.pdf Created by Independent Third Party: Yes 17996.4 Series 402-205 Vinyl Steel Out -swinging Regular Door - 20" slider window Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +40/-45 Other: Certification Agency Certificate F11799fi RI C CAC EXR 402-205 E330 niu55.pdj Quality Assurance Contract Expiration Date 09/14/2020 Installation Instructions Fl 7996 KI If E1,IX0051 REV -A OS MODEL 402-205 s odf Verified By: Robert J. Amoruso, PE FL PE No. 49752 Created by Independent Third Party: Yes Evaluation Reports FL17996 RI AE PER 1951 Rev 415-070S sspdj Created by Independent Third Party: Yes 17996.5 Series 407 Vinyl Steel Out -swinging Regular Door - Blank (no window) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +40/-45 Other: Certification Agency Certificate Fi n996 Rl C CAC EXR 407 E330 oIL6S.iL_I Quality Assurance Contract Expiration Date 09/14/2020 Installation Instructions F1.17996 RI II ELIX00S2 REV -A OS MODEL 407 ss.odf Verified By: Robert J. Amoruso, PE FL PE No. 49752 Created by Independent Third Party: Yes Evaluation Reports https://www.fladdabuilding.org/pr/pr_app_ tl.aspx?param=WGEVXQWtDquTluhTgK2%"2bd3R%2b%2bN%a2f8qos9RCIoMU"/"2bfROgsg3ZdG)Xtw%"3d"/"3d 3/3012018 (. j Florida Building Code Online Fl 17996 R1 AE PER 1251 Revla 415.0705 ss car Created by Independent Third Party: Yes 17996.E Series 430 W9 Vinyl Steel Out -swinging Regular Door - 9-Lice Window (1'B" x 3'O-) Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +33/-40 Other: Certification Agency Certificate FL17996 R3 C CAC EXR 430-W9 E330 o us5,pdf Quality Assurance Contract Expiration Date 09/14/2020 Installation Instructions F1 17996 R3 II E IX0053 REV -A OS MODEL 430-W9 ss odf Verified By: Robert I. Amoroso, PE FL PE No. 49752 Created by Independent Third Party: Yes Evaluation Reports Fl 17996 R1 AE PER 1951 Revla 415-0705 ss.ildf Created by Independent Third Party: Yes 17996.7 Series 6400 W9 Cottage Series 6400-Wg Non -Impact Inswing Painted Steel Door w/Storm Door Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +66/-56 Other: Certification Agency Certificate Fl 17996 Ri C CAC EXR 6400 E330 olus5 odf Quality Assurance Contract Expiration Date 09/16/2019 Installation Instructions F1.17996 R1 II ELIX0056 Rev -A IS MODEL 6400-W9 Z STORM DOOR ss.adF Verified By: Robert 1. Amoroso, PE FL PE No. 49752 Created by Independent Third Party: Yes Evaluation Reports FL17996 R] AF PER 1954 Rev2 415-0705 ss odf Created by Independent Third Party: Yes 17996.8 Series 7500 Oval Series 7500 Non -Impact Inswing Vinyl Laminated Steel Door w/Adjustable Threshold Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Certification Agency Certificate FL17996 RI C CAC EXR 7500 Oval 21 adlustable threshold E330 olus5.odf Quality Assurance Contract Expiration Date Design Pressure: +34/-50 Other: 09/17/2019 Installation Instructions FL17996 R RI It ELX0055 Rev -A IS MODEL 7500 OVAL 21 WITH ADIUSTABLETHRFESHQLD ss.odF Verified By: Robert J. Amoroso, PE FL PE No. 49752 Created by Independent Third Party: Yes Evaluation Reports F117996 R1 At PER 1295 Rev2 415-0705 5s.odf Created by Independent Third Party: Yes 17996.9 Series 7500 Oval Series 7500 Non -Impact Inswing Vinyl Laminated Steel Door w/Storm Door and PVC lambs Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Certification Agency Certificate FL17996 RI C CAC EXR 7500 Oval 23 E330 olus%lidf Quality Assurance Contract Expiration Date Impact Resistant: No 09/16/2019 Design Pressure: +50/-50 Other: Installation Instructions FL 17996 R3 It ELIx0060 Rev -A t5 MODEL STR 7500 23 OVAL WITH STORM DOOR ss.R,f Verified By: Robert J. Amoroso, PE FL PE No. 49752 Created by Independent Third Party: Yes Evaluation Reports FL17996 Rl AE PER 1955 Rey?, 415-0705 sspdf Created by Independent Third Party: Yes 17996.10 Series 8400 W9 Cottage Series 8400-W9 Non -Impact Oval Inswing Vinyl Laminated Steel Door w/Storm Door Limits of Use Certification Agency Certificate Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Fi 17996 RI C CAC EXR 8400 E330 olu 5 ndf Quality Assurance Contract Expiration Date Impact Resistant; No 09/16/2019 Design Pressure: +50/-50 Other: Installation Instructions Fl 17996 Rl IT ELD(0057 Rev -A IS MODEL 8400-W9 OVAL WITH STORM DOOR ss.odF Verified By: Robert 3. Amoruso, PE FL PE No. 49752 Created by Independent Third Party: Yes Evaluation Reports FL17996 RI AE PER 1954 Rev2 415 0705 ssodf Created by Independent Third Party: Yes httpsJ/www.floddabuilding.org/pr/pr_app dtl.aspx7param=wGEVXQwtDquTluhTgK2%2bd3R%2b%2bN%2farjjOsgRCIoMU°/2bfRDgsg3ZdGJXIW%3d°/,3d 3/30/2018 Florida Building Code Online 17996.11 Series 9000 Series 9000 Non -Impact Inswing Vinyl Laminatea steel uoor w/storm Door Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +50/-50 Other: Certification Agency Certificate FL17996 R3 C CAC EXR 9000 50 E330 PIU55.ndf Quality Assurance Contract Expiration Date 09/16/2019 Installation Instructions FL17996 R1 It ELIX0058 RevA IS BLANK 9000 DOOR W STORM DOOR ss.odf Verified By: Robert J. Amoruso, PE FL PE No. 49752 Created by Independent Third Party: Yes Evaluation Reports F117996 R1 AE PER 1254 Rev2 415-0705 ss.ndf Created by Independent Third Party: Yes 17996.12 Series 9400 Cottage Series 9400-W9 Non -Impact Inswing Vinyl Laminated Steel Door w/Storm Door Limps of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Certification Agency Certificate F117996 RI C GAC Egg 9400 E330 olus5.odf Quality Assurance Contract Expiration Date Impact Resistant: No Design Pressure: +50/-50 Other: 09/16/2019 Installation Instructions F1,17996 RI IT FLIX0059 Rev -A IS MODEL 9400-W9 cOTTAGE W STORM DOOR ss odf Verified By: Robert J. Amoroso, PE FL PE No. 49752 Created by Independent Third Party: Yes Evaluation Reports FI 17996 R1 AE PER 1254 Rev7. 415-0705 ss odf Created by Independent Third Party: Yes 17996.13 Series AFIF7N Series AFIF7N Non -Impact IS fiberglass Door Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Certification Agency Certificate Fl 17c96 Rl C CAC EYR AREN b33('olus5 odf Quality Assurance Contract Expiration Date Impact Resistant: No Design Pressure: +38/-38 Other: 09/14/2019 Installation Instructions M.17995 RI fI ELTK2240 AFIf:M-BRF7N ReMA SS odf Verified By: Robert J. Amoruso, PE FL PE No. 49752 Created by Independent Third Party: Yes Evaluation Reports FL17996 R] AE PER 1952 Rev2 415-0705 ss.RQ( Created by Independent Third Party: Yes 17996.14 Series AFOF7N Series AFOF7N Non -Impact OS fiberglass Doer Limps of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +38/-38 Other: Certification Agency Certificate FL17996 RI C CAC EXR AFOF7N E330 0 5 d Quality Assurance Contract Expiration Date 09/14/2019 Installation Instructions ELL7996 RI It ELIX004Z AFOF7N-BFOF7N RevA ss ndf Verified By: Robert J. Amoruso, PE FL PE No. 49752 Created by Independent Third Party: Yes Evaluation Reports Fl 17996 RI AE PER 1952 Rev2 415 0709 ss odf Created by Independent Third Party: Yes 17996.15 Series AVIF7N Series AVIF7N Non -Impact IS Steel Door Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Certification Agency Certificate FL17996 Rl C CAC EXR AVIEZU E330 oy55 pdf Quality Assurance Contract Expiration Date Impact Resistant: No 04/05/2020 Design Pressure: +25/-25 Other: Installation Instructions FL17996 RI If ELIX0047 AVIF7N-SVIF7N RevA ss odf Verified By: Robert J. Amoruso, PE FL PE No. 49752 Created by Independent Third Party: Yes Evaluation Reports FL17996 R1 AE PER 1953 Rev2 415-0705 ss.odF Created by Independent Third Party: Yes 17996.16 Series AVOF7N Series AVOF7N Non -Impact OS Steel Doors Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Certification Agency Certificate FI 7996 R1 C CAC EXR AVOF7N Ent) oius5 Rd Quality Assurance Contract Expiration Date Impact Resistant: No 04/06/2020 Design Pressure: +21/-21 Other: Installation Instructions FL17996 RI II ELIX0048 AVOF7N-BVOF7N RevA ssodf Verified By: Robert J. Amoruso, PE FL PE No. 49752 Created by Independent Third Party: Yes htlps:/Av".fliddabullding.orglprlpr app_dtl.aspx?pamm=wGEVXQwtDquTluhTgK2%2bd3R%2b%2bN%2f8rjOs9RCIoMU%2bfRDgsg3ZdG)Xlw%3d%3d 3/3012018 _ ,' Florida Building Code Online -, Evaluation Reports FL17996 R1 AE PER 1953 Rev2 415-0705 ss o-df Created by Independent Third Party: Yes 17996.17 Series BFIF7N Series BFIF7N Non -Impact IS Fiberglass Door"'- • Limits of Use Certification Agency Certificate .. Approved for use In HVHZ: No FL17996 Rl C CAC EXR BFIF7N E330 v us5 df Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant- No 09/15/2019 Design Pressure: +30/-38 Installation Instructions Other: FL17996 R1 11 EUX0049 AFIF7N BFIF7N RevA SS odf Verified By: Robert]. Amoroso, PE FL PE No. 49752 Created by Independent Third Party: Yes Evaluation Reports FL17996 RI AE PER 1952 Rev2 415-0705 ss,ndf Created by Independent Third Party: Yes 17996.18 Series BFIF7S Series BFIF7S Non -Impact IS Fiberglass French Door Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FL17996 RI C CAC EXR BFIF7S E-330 Pjus5.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 09/15/2019 Design Pressure: +38/-38 Installation Instructions Other: FL17996 R3 It ELIX0046 BFIF7S RevA ss,pdf Verified By: Robert ]. Amoroso, PE FL PE No. 49752 Created by Independent Third Party: Yes Evaluation Reports F117996 Rl AE PER 1952 Rev2 415.0705 ss odf Created by Independent Third Party: Yes 17996.19 Series BFOF7N Series BFOF7N Non -Impact OS Fiberglass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17996 R3 C CAC EXR BF0F7N Eno Pius dj Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/06/2020 Design Pressure: +30/-30 Installation Instructions Other: FL17996 R1 tI EUX0042 AFOF7N-BF0F7N RevA 5S.Rdf Verified By; Robert J. Amoroso, PE FL PE No. 49752 Created by Independent Third Party: Yes Evaluation Reports FL17996 RI AE PER 1952 Rev2 415.0705 ssodf Created by Independent Third Party: Yes 17996.20 Series BVI63S Series BV163S Non -Impact Single Inswing Door w/Fixed Ute Insert and Outswing Storm Door Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FL17996 R3 C CAC EXR BVI63S E330 vlus5.vdj Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 1211712021 Design Pressure: +6S/-65 Installation Instructions Other: FL17995 RI Ii ELIX0061 BVI63S RevA ss.pdj Verified By: Robert J. Amorus0, PE FL PE No. 49752 Created by Independent Third Party: Yes Evaluation Reports FL17996 RS AE PER 2244 Rev2 415-0705 ss odf Created by Independent Third Party: Yes GP to Page ®® Page 1 / 2 contact U. ;: 7601 Biel, Stone Road. lbllabassee Fl 3]399 Phone: 8SCASble29 Th. State of Florida Is an AP/EEO employer. CWyrlght 2007-2013 State of Flodda.:: Pdvocv Statement :: Accessibility statement I: Refund Sbtament antler Florida law, email addresses am public retards. If you do net want your e-mall address released In response to a public -records request, do not send electronic one. The cmulls pmided may be used for omdal communication with we licensee. However email addresses arc public rem;d. If you do not atldmos, please provide Me Depadment with an email address which on be made avalfablu to We public To determine If you am a Ilom em Product Approval Accepts: 1 KI ® El hftps://www.floridabuilding.org/pr/pr app dtl.aspx?pamm=wGEVXQwtDquTluhTgK2%2bd3R%a2be/a2bN%2f8gOs9RCIaMU%2bfRDgsg3ZdGjXlw%3d%3d 313012018 Florida Building Code Online " Credit Card Safe https:/Avww.Boddabuilding.org/pr/pr_app_ tl.aspx4pamm=WGEVXQwtDquTluhTgK2%2bd3R%2b°/2bN%2t8fljOsSRCIoMU%2bfRDgsg3ZdGjXlw%3d%3d 1/1012018 Florida GLilding Cade Wine OMS Hama Lag In 0:0 arp11I Pqt Tcnb auemlt Smdarpa Soo Araea NLII<anam FaC4dr a6SS Raf W'a SnIdi ,l 1 i� !r `/(e, ✓ 4 iProduct Approval -user: MI --._---="-•_:'-.(�,-..-.aC[s'<a7>_..r.__..>ArgUolmn derail FL FL8888-RS Application T/pc Afl naUca SCANNED Code Version 200 Application Status Approved BY Comments Archlved Product Manufacturer Address/Phone/Email Authorised Signature Technical Representative Addmss/Phone/Etnall Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Plethad Florida Engineer or Architact Name he developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence St. Lucie County ASTA DOOR CORPORATION 42S5 MCEVER INDUSTRIAL DRIVE NY/ AMYORTH, GA 3010 L (770)974-2600 Ext 208 1FRENCH3@ASfAD0Oli JAMES FRENCH 1FRENCH3@ASTAD00R.COM James French po be,. 420 aororth, GA 30101 )french3@asmdoarcom allite AMS P.O. Box 420 Aavarch, GA 30L01 (770) 974-260a Ext 248 malvls@astadaaccom Exterior Doors Rall-Up Fxterlar Door Assemblies Evaluation Report from a Florida Registered ArchRect or a Licensed Florida Professional Engineer EVRIuatlon Report - Hardcapy Received Joseph H. Dixon, Jr PE-7768 National Accreditation and Management Institute 12131/2018 Gordon Thomas, P.E. Valldatian Chaddlst- Hardcapy Received Referenced Standard and Year (of Standard) Stondard ASTM E330 DASMA 108 Equivalence of product Standards Certified By ig1 2002 2002 hltpsYAwnv.Ooridabuilding.alglprlpr app_dll.aspx7para YGEVXQIv1DgtYLsw8lP68rAIPae4'.2fuYV6PcMV om281F%2(Cc'/o3d Ila 1/10/2018 Sections from the Code Fladda Building Code DnUne I affirm that there are no changes In the new Florida Building Cade which affect my pmduct(s) and my product(s) are in compliance with the navy Florida Building Code. Documentation from approved Evaluation or Vallda0on Entity, yes No M/A Product Aporoval Plethad Method 1 Option 0 Date Submitted l0/0E/2017 Dato Validated l0/0612017 Date Pending FBCApproy 1 Date Approved l0/07/2817 Summaey of Pnducta FL C: Model, Number or Mama '_._ .. .... _ .._ ._.. ._ ..... ... _...... Description __. _.... ... ... .._ BBB8.1 203 Wlndladt Commercial Sheet .... .. .. Maximum design pressure for 0' wide by 21' high door. Lower Door design pressures calculated for up to 20' wide by 21' high door. Limits or use Instillation Instructions Approved for use In HVHZ; No 238nn q5 n »nf ;-Inn .5-•!.; :nc,_ :'_-v,; n_ Approved for use outside HVtl2: Yes prrPa a= (I �<, :• o..y�r f Impact Rcalstanh rro Verged By: Joseph H. Dixon P.E. FLMo. 7763 Design Pressure: +L13.IMaX/-II3APIaX Created by Independent Third Party: No Other: Design pressure at test door width of 16' =+/-35.0 Evaluation RaparLa Per _ . Created by Independent Third Party: Yes 8088.2 233 Wlndloch Industrial Sheet Door Maximum design pressure for 6' wide by 2V high door. Loaner design pressures calculated for up to 20'vride by ZV high door. Limits of Use Installation Instructions Approved for use In HVHZ: No a ie-aa ac r: 171)1 a _'Assn. a.-,.. _ Approved for use outside HVHZ: Yes _ =aa :- —^3J 233 •••" _ , Impact Rearsbrtt Na Verified By: Joseph H. Dixon P.E R. Na. 7769 Design Pressure: t95.9rnox/-95.9Mox Created by Independent Third Party: No Other: Design pressure at test door width of l6'=+/-37.5 Evaluation Reports Psf . Created by Independent Thin! Party: yes 8888.3 320 Commercial Slat Door (20 Maximum design pressure for 8' wide by 21' high door. Lower Gauge - Flat Slat) design pressures calculated for up to 20'vrlda by 21' high door. Limits of Use Inotollo!!on Instructions Approved for use in HHV -„os^,an ai is ]'n•--Vu2,j;,_ea, -'• __ Approved far use outside HVHZ: Yes rm Zmpaet RasfetinC No Verified By: Joseph H. Dixon P.E. FLNo. 776B Design Pressure:+1383ptaxt-131.31•lax Created by Indepandent Third Patty: No Other: Design pressure at Last door width of 16' =+42.7 / Evaluation Reports -39.7 psi a>Sps :' Z= _...... ,,,_.. .... Created by Independent Thief Party: Yes 8388.4 322 Commercial Slat Door (22 Maximum design pressure for8' cantle by 21' high door. Laver Gauge - Flat Slat) design pressures calculated for up to 20' wide by 21' high door. Limit- of Usa Installation nstr ctio.............. ..... .... ..... ... Approved for use In HVHZ: .Instructions a aadq ac n v;q.g _ ;rn Approved for use outside HVHZ: Yes V P�Rv? s; - `ca:e ocD �+.-;�.. •� Impact Resistant: No Verined By: Joseph H. Dixon P.E. FL.No "' 73. De -sign Pressure: +128.5Max/-121.Sf•lax Created by Independent Third Party: Nr. Other: Design pressure attest door wddth of 16' =+41.4 / Evaluation Reports -38.4 par gaSps a- '__ _• _ Created by Independent Third Party: Y 8888.5 324 Commercial Slat Door (24 maximum design press'. •:.'. -' :ewer Gauge - Flat Slat) daslgn pressures cailatad for up to 7:' door h11ps9Nnnv.Boridabuilding.org/pr/pr npP dllaspx7pamm=wGEV..QwlDgtYlsvB)PBBrAIPac%2fuYV8PcM%2firoe;" %3d 1/10)2018 Florida Building Cole Online Limits of Use Approved for use In HVHZ No Approved for use outside HVHZ: Yes Impact RcsLtam: No DrZign Pressure +118.IMex/-111.1 Other: Design pressure attest door width of 16' _ +40.0 / -37.0 psf H88B.6 418C Rolling Steel Service Door (10 Gauge - Curved Slat) Limits of Olga Approved for use in HVHZ: No Approved tar use outside HVHZ: Yes Impact Resistant No Dmfgn Pro Una: +132.2/-132.2 OUaar. Design Pressure at test door width of 16' _ +/- 32.9 Psi _.._._............ ...__... ...__. ...._........ .. 0888.7 41OF Railing Steel Service Door 18 Gauge - Rat Slat) Installation Instructions Verified By: Joseph H. Olmn P.E. I l-No. 7763 Created by IndependentThlyd Parb/: No Evaluation Reports ."�.IF Created by Independent Third Part': Yes Maximum design pressure for 3' wide by 21' high door. Lower design pressures calculated for up to ZV wide by 2V high door. Installation Instructions n32,13 z; - ,-In t,_,n.cory. 1, ,,nl ::.:_I•d ndF a Aa R a; 1: 17m; annr- Vertical By: Joseph H. Dixon P.E. FI-No. 7763 . Created by Independent'lldrd Party: No Evaluation Report^. Created by Independent Third Party: Yes Maximum design pressure far8'v,Ida by 21' high door. Lower 'design pressures calculated for up to 24' vide by 2P high door. Limit: of Usa +I..tallathm ao.tructiona Approved for use in HVHZ No ', :Pea a; D rp 1 _ srg tz ng. ho- Approved for use outside HVHZ: Yes g.1M, nrill Impact Rcdstant No Venned By: Joseph H. Dixon P.E. FL.No. 7768 Design Pressure: +127.SHax/-1Z7.6Max Created by IndependentThlyd Party: No Other: Design pressure attest door width of 16' =+/-49.3 Evaluation Reports psf n I I' o f • treated by Independent Third Party: Yes 8888.8 420C Rolling Steel Service Door 20 ' Maximum design prosasm for 8' wide by 2V high door. Lower Gauge - Curved Slat) design pressures calculated for up to VV v,lde by ZV high door. Limit. of Usa Installation Instructions Approved for use in HVHZ: No 9..=_r5 a: '^ _ _. o.?e4 -.^-a n..�;r l;yb91•AdI Approved for use outside HVHZ: Yes I1-,3e_---R_ac ?-- 111, -11 :. Impact Reaistant: ,Vo Verined By: Joseph H. Dixon P.E. FL.No. 7768 Oc l-qn pressure: +124.514ar/-124.SMax Created by Independent Third Party: No Other: Design pressure at testdoar width of 16' _ +/-32.2 , Evaluation Reports psf , p a^g a= -_ �� i Created by Independent Third Party: Yes ' BB88.9 QUIP Rolling Steal Service Door (20 Maximum design pressure for 8' •nlde by 2V high door. Lower Gauge - Rat Slat) design pressures calculated for up to 24' aide by W high door. . . .. .. _ _.... ... .. Limits of Use Approved for use In HVHZ: No Approved for use outsida HVHZ: Yes Impact Resistant: No Design Pressure: +119.31•lax/-119.3Mox Other: Design pressure attest door width of 16' _ +/-47.7 psF BB88.10 422C [tailing Steel Service Door (22 Gauge -Curved Slat) LlmiLv of Usa Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Raststent: to DCalgn Pressure: +II8.ZMax/-I1g.2Hax Other Design pressure at test door width of W =+/- 31.6 psf Banat 422F Rolling Steel Service door (22 Gauge - Rat Slat) Installation Instructions Veri0ed By: Joseph H. Dixon P.E. FL.No. 7750 Created by Independent Third Party: No Evaluation Reports Created by independent Third Party: Yes Maximum design pressure for B' wida by 2V high dour. Lower design pressures calculated for up to 24' wide by W high door. Installation Instructions Vedned By: Joseph H. Dixon P.E. FI-No. 7765 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Parry: Yes Maximum design pressure for B' wide by 21' high door. Layer design pressures calculated for up to 24' wide by ZV high door. Limit- of Use Installation Instructions Approved for use in HVHZ: No F:tax:�3cr. z.: __,:,:.9:.: S•-...*:n.--a Approved far use outside HVHZ: Yes ? P•:aa 3H '7 J'-,'•? r:c=:.- - _ Impact Rnslstant: No Verified By: Joseph H. Dixon P.E. FL.No. 7768 Design Prassura: +112.5FIax/-112.5Ma:: Created by Independent Third Patty: No Evaluation Ruport^, hitps9Awnv.Roddabuilding.ahg/Pr/pl app ill.aspr.7pamm=wGEVXOw1DglYtsw8JP6BrAIPac%a2fuYVaPcWL1%2MF°/a2(Cc%3d 315 111012018 Florida Eunding Cade Online Other: Design pressure at test door width of 16' _ +1�16.4 psf 8888.12 424C Rolling Steel Serrlce Door 24 Gauge - Curved Slat) Limits of Use Approved for use In HVHZ: He Approved for use outside HVHZ: Yes Impact Resistana NO Design Pressure: +110,81•ar/-110.8Max Othar: Design pressure at tat door width of 16' _ +/-31.0 psf ------- ------- __... ..... _._ 8088.13 424F Rolling Steel Service Door (24 Gauge - Flat Slat) Coated by independent Third Party: Yes ...... ._...... .... .......... ...: 1•laximum design pressure for 8' vdde by 2r high door. Lower design pressures calculated for up to 24' wide by 21' high , dour. Installation Instructions a'A;I Ze • 7_0:,-s., _ .-:null :�.�syl•_gf n P:�^ o^ ; 17n 11anrr_'�a =ind.pd( Verified By: Joseph H. Olxan FL -No. 7768 Created by Independent Third Party: No Evaluation Reports Created try IndependentThlyd Party: Yes Maximum design pressure for 8' wide by 21' high door. Lower ! design pressures calculated for up to Z4' wide by 21' high door Limits of use Installation Instructions APProvad far use In HVHZ: No , :::n P. 71 'r7n • : _ Jrr era e:..+s rrstnll :n.I(gL,mR Approved for use outside HVHZ: Yes o�, :-^%'- " °>n" �'r" `"'1^' """! rr1 Impact Resistant: No Verified By: Joseph H. Dlxan P.E. FLMc. 7768 Design Pressure:+105.3f•1ax/-105.3Max Created by IndependentThlyd Parry: No Other: Design pressure at tat door width of 16' _ +/-45.0 Evaluation Reports ; psf ">- " Created by IndependentThlyd Parry: Yes 888B.14 618 Insulated Rolling Steel Service Maximum design pressure for 8' wlde by 24' high, door. Lower Door (18 Gouge) design pressures calculated for up to 24' -.-,Ida by 24' high ____.____.._._......___.......... doer. _ ..... ... --- ------ Limit. of Use ___ _. __..._..__.___.__. Inam illation Instructions I Approved far use In tIVHZ: No?*':q a, _ »n+A _d09,Fbn S+d4 *rGan as+lnrl.ndf Approved for use outside HVHZ: Yes Impact Resistant: No Verined By: Joseph H. Dixon P.E. FLNa 7768 Design Pressure: +Lga.6Max/-158,Gl Iax Created by Independent Third Party: Me Other: Design pressure attacdoor width of 16' =+/-52.8 Evaluation Reports psF . ... ........ _.... .... .... _. _ Created by IndepandentThtrd Party: Yes .. _.._. _ .. 888BAS 620 insulated RollingSteel Sorvlce 1.1=lmum design pressure for 8'vada by 24' high door. Lower Door (20 Gauge) design pressures calculated for up to 24' wide by 24' high '............. „ door. ....... _....... ...... .... _.._. ... _.__,........ ....... ...... ... .... ......... Limits of Use ..- _'-_. _._..._ .... ... Installation Instructions Approved for use in HVHZ: Me `- IS n "n-; _ _n, Py.e Approved for use outside HVHZ: Yes _ II,, ^.5 * "Y+I a . c•'<'<-'>^•f Nr Impact Resistant: No Verified By: Joseph H. Dixon P.E. FL.No. 7768 Design Pressure: +1B7.7Max(-187.7MBx treated by independent Third PaM! No Other: Design pressure at test door width of 16' _ +/-50.8 Evaluation Reports psi �, I: — `_`L1:�^ e"+•7�J-_,a,:' Created by IndependentThlyd Party: Yes 8688.16 622 Insulated Rolling Steel Service Maximum design pressure for 8' wide by 24' high door. Lower Door (22 Gauges) design pressures calculated for up to 34'vdde by M' high door. Limits of Usa Installation Instructions Approved for use in HVHZ: No = `- - ,�T+a _.:a : 1 �•sx ':<-nil a•nsn , I< Approved for use outside HVHZ: Yes a ,:ate_- `� `°n ^' ""'d—,elf Impact Resistant: No Vorined By: Joseph H. Dixon P.E. FL.No.77GS Design Pressure: +UGAMax/-170.gr•lax Created by IndopendentThird Party: No Other: Design pressure at test door width of 16•=+1-50.0 Evaluation Reports Created by independent -whim Party: Yes r ",n::I., nblr 51nnnM•n Tlpbnan+ n. 11112,h,' r5n-<n7-MA Tan State of nsHP Is an ANe'o enplap2 Camrlaht 7007,70139F1n fnnrmn.nM+."serbmnnR; mceelbAw 51WInmut!:.-:nd s"t.—t Under M.W. one. me odd. , PmdooAPPrnvalA=Pt_^ E.- 1 7=7 E�2a9-1 Pi hllpsYAmnv.Ooddabuildtng.orgrpr/pr_app dt1.aspx7param=wGEVRQwIDgtYtswBIP68rAIPoeA2fuYV8PcWZ1'!<<2f!IF'A2(Cc'/o3d 415 1/1012018 Flarlda Building Code Online S2T8 hilps:IIVNAY.00ddabuilding.orglpr/pr app_ tLaspa7pamm=viGEVXQwtOgtYtsv+6JP68rAIPae%2ruYV8PcWZI%2MF°521CeA3d ��IS f Na xr• Yr e..w• rav lammvm I� �P10Y61�VIt1Br!®f+OGVFSiHIlOAO¢4L9FE NTIEIJO MEWOe ELEVATION vUv r—i VY K� � alrn.6lNit%LL L'ORNOOA_ TMB 1RN��1r e aOWMAr Hm CDICOAIIFDW1fEfAS7lFM4fW1MAMPM1YUdI T930 BIRII(tIR10PeDImIA4DTFM91P61ROlOMOilxlOb(6rtMe ml x.ounm tItAG fO1taFD tr-0OVp9GnYnmlMtvN,11®01®. a. tuu9E aaeR t� na rwaz lwvnu� al t$. a. hvl awn aalvat®I)1F£I.tM101DOr t>m iAB10® WIMIKO xATa.NriVPI8VE18OHrOVA Wwlp[RmO iFA!®EIF PJ1Ot8M@T. v i `b� 7�/ �� vne manor vsn.srmsaww ranmeemr nnuem•eea �' � xevewvumrarpmrrmvmm�wv ®.lnmmuv.alnuvrtlam �+w xanecrwcortmtlbwmiv mmlmrrmnrmlO�m rrm a 4 q cuna.vovw�ln a vx V CONCHMAMS cunt. 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