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5/15/2019 Business BUS Home I lag in I user Reglsoadon I Hot Tapia ao r Product Approval y USER: Public User Florida Building Code Online Submit Surcharge I Stats&Facts I PubllwUons I Cooled Us I BUS Site Map I Unks I Search PMuct Aooroval Menu > Roauct or Aoolimtian Search > Application Ust > Application Oetall FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Emall Category Subcategory Compliance Method FL11238-R4 Revision 2017 Approved SCANNED BY St. Lucie County F L U `. REVIEWED FOR D CODE COMPLIANCE ST. LUCIE COUNTY Palram Americas, Inc. ®!aVC/* VC Arcadia West Industrial Park 9735 Commerce Circle Kutztown, PA 19530 (610)285-9918 Mark. Weaver@palram.com Mark Weaver Mark.Weaver@pairam.com Structural Components Roof Deck Evaluation Report from a Florida Registered Architect or a Ucensed Florida Professional Engineer G Evaluation Report - Hardoopy Received Florida Engineer or Architect Name who developed the Terrence E. Wolfe Evaluation Report Florida Ucense Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code PE-44923 Architectural Testing, Inc., an Intertek Company 12/31/2020 Brian 1aks, P.E. ?J Validation Checklist - Hardcopy Received FL11238 R4 COI Letter of Certification - secured.pdf Approved Testing Lab FL11238 R4 Eouly D635-98-10 D1929-96-12 E84-05-13A.odf 1504.7 1709.2 2606 2609 httpsJAvww.floddabuilding.orgfpr/pr app_dtl.aspx?pamm=wGEVXQwtDgs6WGOndlUHYgBBxvzKgTi7mp2Wg3JPh11M%p2bYUjXPOVFwp/o3d%3d 1/2 5/15/2019 Florida Building Cade Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products i Method 2 Option B 10/11/2017 10/13/2017 10/18/2017 12/12/2017 FL # Model, Number or Name Description 11238.1 SunSky 12" 1.0 mm Polycarbonate Light Transmitting Roof Panel Limps of Use Installation Instructions Approved for use In HVHZ: No FL11238 R4 II 1.0 mm Sunskv Roof Panel - Secured.odf Verified By: Terrence E. Wolfe, P.E. 44923 Approved for use outside HVHZ: Yes Impact Resistant: N/A Created by Independent Third Party: Yes Design, Pressure: +35.OPSF/-27.SPSF Evaluation Reports Other: -27.5 psf @ V-0" o.c. fastener spacing. +35.0 psf @ 5'-0" o.c. fastener spacing. Install per manufacturers details. FL11238 R4 AC 1.0 mm Sunskv Roof Panel - Secured.Ddf Created by Independent Third Party: Yes Not for use in HVHZ Zones. See Evaluation report for limitations. 11238.2 SunSky 12" 1.5 mm Polycarbonate Light Transmitting Roof Panel Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FL31238 R4 11 1.5 mm gunskv Roof secured.odf Verified. By: Terrence E. Wolfe, P.E. 44923 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +50.OPSF/-45.OPSF Evaluation Reports Other: -45.0 psf @ 5'-O" o.c. fastener spacing. +50.0 psf @ FL11238 R4 AE 1.5 mm Sunskv Roof secured.pdf 5'-0" o.c. fastener spacing. Install per manufacturers details. Created by Independent Third Party: Yes Not for use In HVHZ Zones. See Evaluation report for limitations. Back Next Contact Us :: 2601 Blair stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AAJIMO employer. Copyright 2007-2013 State of Florida.:: Privily Statement :: Accessiblllty Statement :: Refund Statement Under Florida law, email addresses are public records. if you do not want your e-mall address released In response to a pubpc-recerds request, tic rot send electronic mall to this entity. Instead, contact the office by phone or by taditlonal mall. It you have any questions, please contact 850.467.1395. *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 emal6 provided may be used for official communication with the ncensee. However small addresses are public nownl. If you do not wish M supply a personal address, please provide the Department with an email address which can be made available M Me public. To determine If you are a licensee under Chapter 455, F.S., please dirk hIM. Product Approval Accepts: = ? F21 RE 50CUritywri-RIGS https:/Avm.floridabuilding.org1pr/pr_app_dtl.aspX7param=wGEVXOw(Dgs6WGOndIUHYgB8xzKgTi7mp2Wg3JPh11M%2bYUjXPOVFwa/a3d%3d 212 3/30/2018 Florida Building Code Online SCISName I Log bi I User Reglstradan I Hat Topics I Submit5urrA e I Scats a Fact; I FW,9QUx IFl—onda ��vv-- 1' \ r Product Approval 1h J' 1 ro " 1 I USLR: pubOe User r.`�•: +"¢`Svc" wadutt Awrmal Menu > H dud or Aoaliragan seams > epogreeM List > Appnmtion Uef e FL # FL17996-Rl Application Type Affirmation Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email 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 I6 5� � VIEWS FOR CODE COMPLIANCE STa LUCIE COUNTY 9 pPPp�� �}ED ®Y Elbdr Door and Metal Company �+e• �®IY UU116 U011r6ba 1215 Pope Drive y Douglas, GA 31533 (912) 493-2215 ryarberry@elbdrdmecom i Randall Yarberry ryarberry@elixirchn .com PTC Product Design Group PO Box 520775 Longwood, FL 32752 (321) 690-1788 Info@pto- rp.com Exterior Doors Swinging Exterior Door Assemblies Certification Mark or Listing American Architectural Manufacturers Association American Architectural Manufacturers Association Standard ASTM 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 Rl CDC Affirmation FL17996 418-1208 SLRjf https:lAvww.floridabuilding.org/prlpr app d8.aspx?pamm=wGEVXQMDqu'nuhTgK2/*2bd3R%alb%2bN%2f86Ds9RCIoMU°/a2bfRDgsg3ZdGj)aw°/a3d%3d 313012018 Florida Building Code Online Product Approval Method Method 1 Option A 1 Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Go to Page 0 01129/2018 O1/29/2018 02/04/2018 0 0 Pagel/20 0 FL'# Model, Number or Name Description 17996.1 Series 202-205 Steel Door Series 202-205 Steel O.S. Door w/ Vertlml Slider Window Limits of Use Certification Agency Certificate Approved for use In HVHZ: No Vertical pluss.pdf Approved for use outside HVHZ: Yes Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +30/-30 12/03/2018 Other. Installation Instructions FL17996 Rl II ELD(0034 Rev A Series 202-205 SS.pdf Verified By: Robert J. Amoroso, PE FL PE No. 49752 Created by Independent Third Party: Yes Evaluation Reports FL17996 Rl AE PER 1642 ReV3 415-0705 ss.odf 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 Certification Agency Certificate .Approved for use In HVHZ: No EL17996 RI C CAC EXR 230 W9 Cottage ASTM E330 p1us5.odf Approved for use outside HVHZ: Yes Impact Resistant- No Quarrty Assurance Contract Expiration Date Design Pressure: +30/-30 12/03/2018 Other: Installation Instructions R379g6 Rl II E xii033 Rev A Series 230 W9 SS.pdf Verified By: RobertJ. Amoruso, PE FL PE No. 49752 Created by Independent Third Party: Yes Evaluation Reports FL17996 RI AE PER 1642 ReV3 415-0705 ss.pdf Created by Independent Third Party: Yes 17996.3 Series 402-14 Vinyl Steel Out -Swinging Regular Door - 14"44" Window Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FL17996 R1 C CAC EXR 402-14 E330 In us5.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant No 09/14/2020 Design Pressure: +40/-40 Installation Instructions Other. FL17996 RI II EUX0050 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 FL17995 R1 AE PER 1951 Revla 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 Certification Agency Certificate Approved for use In HVHZ: No FL17996 RI C CAC EXR 40N-NOS E330 In us5.odf Quality Assurance Contract Expiration Date Approved for use outside HVHZ: Yes Impact Resistant: No 09/14/2020 Design Pressure: +40/-45 Installation Instructions Other: FL17996 RI 11 EUX0051 REV -A OS MODEL 402-205 ss.pdf Verified By: Robert J. Amoruso, PE FL PE No. 49752 Created by Independent Third Parry: Yes Evaluation Reports FL17996 R1 AE PER 1951 Revla 415-0705 ss.pdf Created by Independent Third Party: Yes 17996.5 Series 407 Vinyl Steel Out -swinging Regular Door - Blank (no window) Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17996 RI C CAC EXR 407 E330 plus5 odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 09/14/2020 Design Pressure: +40/-45 Installation Instructions Other. FL17996 R1 II ELiX0052 REV -A OS MODEL 407 ss.odf Verified By: Robert J. Amoroso, PE FL PE No. 49752 Created by Independent Third Party: Yes Evaluation Reports https://www.fioOdabuilding.orglprlpr app_dti.aspx7param=wGEVXQwtDquTluhTgK2%2bd3R%2b%2bN%2f8gOs9RCIoMU%2bfRDgsg3ZdG)Xlw%3d%3d 3/30/2018 Florida Building Code Online FL17996 R1 AE PER 1951 Revia 415-0705 ssodf Created by Independent Third Party: Yes 17996.6 .Series 430 W9 Vinyl Steel Out -swinging Regular Door - 9-Lite Window (1'8" x 3'0") Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FL17996 RI C CAC EXR 430-W9 E330 olus5.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 09/14/2020 Design Pressure: +33/-40 Installation Instructions Other: FL17996 Rl II ELFX0053 REV -A OS MODEL 430-W9 ss,pdf Verified By: Robert J. Amonrso, PE FL PE No. 49752 Created by Independent Third Party: Yes Evaluation Reports FL17996 RI AE PER 1951 Revla 415-0705 sspdf Created by Independent Third Party: Yes 17996.7 Series 6400 W9 Cottage Series 6400-W9 Non -Impact Inswing Painted Steel Door w/Storm Door Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FL17996 RI C CAC EXR 6400 E330 olus5.od Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 09/16/2019 Design Pressure: +66/-56 Installation Instructlons Other: FL17996 Rl it ELDI0056 Rev -A is MODEL 6400-W9 WITH STORM DOOR ss.pAf Verified By: Robert J. Amoruso, PE FL PE No. 49752 Created by Independent Third Party: Yes Evaluation Reports _ FL17996 RI AE PER 1954 Rey 415-0705 ssodf 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 Certification Agency Certificate Approved for use In HVHZ: No FL17996 RI C CAC EXR 7500 Oval 21 adjustable threshold E330 elus5.odf Approved for use outside HVHZ: Yes Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +34/-50 09/17/2019 Other: Installation Instructions WITH ADIUSTABLE THRFESHOLD ssodf Verified By: Robert J. Amoruso, PE FL PE No. 49752 Created by Independent Third Party: Yes Evaluation Reports FL17996 R1 AE PER 195S Rev2 415.0705 ssodf Created by Independent Third Party: Yes 17996.9 Series 7500 Oval Series 7900 Non -Impact Inswing Vinyl Laminated Steel Door w/Storm Door and PVC Jambs Limits of Use Certification Agency Certificate Approved for use In HVHZ: No EL17996 RI C.CAC EXR 7500 Oval 23 Ej30 olusS.pd Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 09/16/2019 Design Pressure: +50/-50 Installation Instructions Other. FL17996 RI II ELIX0060 Rev -A IS MODEL STR 7500 23 OVAL WITH STORM DOOR ss.odf Verified By: Robert J. Amoroso, PE FL PE No. 49752 Created by Independent Third Party: Yes Evaluation Reports FL17996 R1 AE PER 1955 Rev 415-0705 ssodf Created by Independent Third Party: Yes 17996.10 Series B400 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 FL17996 RI C CAC EXR 8400 E330 olus5.fidf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 09/16/2019 Design Pressure: +50/-50 Installation Instructions Other: FL17996 RI It ELIX0057 Rev -A IS MODEL 8400-W9 OVAL WITH STORM DOOR ss.odr Verified By: Robert J. Amoruso, PE FL PE No. 49752 Created by Independent Third Party: Yes Evaluation Reports FL17996 Rl- AE PER 1954 Rev2 415-070.5. ss.odf Created by Independent Third Party: Yes httpsltwww.floddabullding.org/prlpr app d0.aspx7parom=wGEVXQMDquTluhTgK2%2bd3R%2b%2bN°/2fBgOs9RCIoMU%2bfRDgsg3ZdGlXlw%3d%3d 3/30/2018 Florida Building Code Online 17996.11 Series 9000 Series 9000 Non -Impact Inswing Vinyl Laminated Steel Door w/Storm Doar Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FL17996 Rl C CAC EXR 9000 50 E330 o us5 df Approved for use outside HVHZ.• Yes Quality Assurance Contract Expiration Date Impact Resistant No 09/16/2019 Design Pressure: +50/-50 Installation Instructions Other. FL17996 R1 Ir EUX0058 Rev -A IS BLANK 9000 DOOR W. STORM DOOR ss.odF Verified By: Robert J. Amoroso, PE FL PE No. 49752 Created by Independent Third Party: Yes Evaluation Reports FL17996 RS AE PER 1954 Rev2 415-0705 ss,pil Created by Independent Third Party: Yes 17996.12 Series 9400 Cottage Series 9400-W9 Non -Impact Inswing Wnyl Laminated Steel Door w/Storm Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL37996 R3 C CAC EXR 9400 E330 nlu25.mdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant No 09/16/2019 Design Pressure: +50/-50 Installation Instructions Other. FL17996 R1 II ELIX0059 Rev -A IS MODFL 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 FL17996 RI AE PER 1954 Re 415-0705 ss.odf Created by Independent Third Party: Yes 17996.13 Series AFIF7N Series AFIF7N Non -Impact IS Fiberglass Door Limps of Use Certification Agency Certificate Approved for use In HVHZ: No FL17996 R1 C CAC EXR AFIF7N E330 olus5.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant No 09/14/2019 Design Pressure: +38/-38 Installation Instructions Other: EL17996 RI It ELIX0040 AFIF7N-BFIF7N RevA SS.pd Verified By: Robert J. Amoruso, PE FL PE No. 49752 Created by Independent Third Party: Yes Evaluation Reports FL17996 RI AE PER 1952'Rev2 415-0705 ss.odf Created by Independent Third Party: Yes 17996.14 Series AFOF7N Series AFOF7N Non -Impact OS Fiberglass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17996 RI C CAC EXR AFOF7N E330 niusS.ndF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant- No 09/14/2019 Design Pressure: +38/-38 Installation Instructions Other: R17995 R1 lI EUX0042 AFOF7N-BFOF7N RevA ss.odf Verified By: Robert J. Amoroso, PE FL PE No. 49752 Created by Independent Third Party: Yes Evaluation Reports FL17996 R1 AE PER 1952 Rey 415-0705 ss.odf Created by Independent Third Party: Yes 17996.15 Series AVIF7N Series AVIF7N Non -Impact IS Steel Door Limits of Use - Certification Agency Certificate Approved for use In HVHZ: No EL17996 RI C CAC EXR AVIF7N E330 o1us5.os1f Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/05/2020 Design Pressure: +25/-25 Installation Instructions Other: FL17996 RI II EL0c0047 AVIF7N-BVIF7N RevA ss.ndf Verified By: Robert J. Amoroso, PE FL PE No. 49752 Created by Independent Third Party: Yes Evaluation Reports FL17996 RI AE PER 1953 Rev2 415-0705 ss.pdf Created by Independent Third Party: Yes 17996.16 Series AVOF7N Series AVOF7N Non -Impact OS Steel Doors Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FL17996 R1 C CAC EXR AVOF7N E330 olus5.29 Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant No 04/06/2020 Design Pressure: +21/-21 Installation. Instructions Other: FL17996 RI II ELIX0048 AVOF7N-BVOF7N RevA ss.pddf, Verified By: Robert J. Amoruso, PE FL PE No. 49752 Created by Independent Third Party: Yes httpsgAvww.floddabuilding.org/prtpr�_appjU.wpk?pamm-ti GEVXQwtDquTfuhTgK2%2bd3R%2h%2bN%2f8fjOs9RCIaMU%2bfRDgsg3ZdGAlw%3d%3d 3/3012018 Florida Building Code Online Evaluation Reports FL17996 RI AE PER 1953 Rev2 415.0705 ss.edf Created by Independent Third Party:.Yes 17996.17 Series BFIF7N Series BFIFIN Nan -Impact IS Fiberglass Door Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FL17996 RI C CAC EXR A9V E330 o1bs5.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 09/15/2019 Design Pressure: +3B/-38 Installation Instructions Other. F1,37996 R3 II EUX0040 AFIF7N-BFIFM ReVA SSdPdf Verified By: Robert J. Amoroso, PE FL PE No. 49752 Created by Independent Third Party: Yes. Evaluation Reports FL17996 R1 AE PER 1952 Rev2 415-0705 _ss.pdf 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 R17996 RI C CAC EXR 8FIF75 E330 olus5.pjff 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 RI If EUX0046 BFIF7S ReVA ss.Pdf Verified By: Robert J. Amoroso, PE FL PE No. 49752 Created by Independent Third Party: Yes Evaluation Reports FL17996 R1 AE PER 1952 ReyRey2 415LO705 s .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 Approved for use outside HVHZ: Yes FIA7996 R3 C CAC EXR BFOF7N E330 oius5.odf Quality Assurance Contract Expiration Date Impact Resistant: No 04/06/2020 Design Pressure: +30/-30 Installation Instructions Other. FL17996 RI II EUX0042 AFOF7N-BFOF7N RevA ss bdf Verified By: Robert J. Amoroso, PE FL PE No, 49752 Created by Independent Third Party: Yes Evaluation Reports FL17996 R1 AE PER 1952 Rev2 415.0705 ss.odf Created by Independent Third Party: Yes 17996.20 Series BVI63S Series BVI635 Nan -Impact Single Inswing Door w/fixed Me Insert and Outswing Stone Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17996 Rl C CAC EXR BVI63S E330 olus5.R1[ Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/17/2021 Design Pressure: +65/-65 Installation Instructions Other. FL17996 RI It EUX00615VI63S RevA ss.pd Verified By: Robert J. Amoroso, PE FL PE No. 49752 Created by Independent Thlyd Party: Yes Evaluation Reports FL17996 RI AE PER 2244 Rev2 415.0705 ss.udf Created by Independent Third Party: Yes Go to Page d 0 Page 1 / 20 0 each Next Ccnbad lls n2601 Stair stare Road. Tallahassee M 323N Phone: 85"87.1824 The State of Flodda Is an AA/EEO employer. Apo yrlght 2007-7013 State of Flodda.:: Pdvan Statement:: Accessibility Statement:: Refund Statement Under Fladda law, ema0 addresses are public mmrds. If you do not want your e-mall address released In response la a Mail to this entity. Instead. mnbnct the omce by ohm. or by Iradida..1 aw iL If you have env ovestlons..lease m, emalladdress which can be made available In the pub0a To detemdne If you are please click hem. Product Approval Accepts: M = M drb M do https:/Avww.floridabuilding.org/pr/pr app dtl.aspx?paramavGEVXQwtDquTluhTgK2%2bd3R%42b%2bNah2f8gOsgRCIoMU%2bfRDgsg3ZdGJXiw%3d%3d 3/30/2018 Florida Building Code Online Credit Card Safe hvps7Awmfloridabuilding.org/prIpr app d.aspx?param=wGEVXQwtD4uTluhTgK2%2bd3R°%2b%2bN%2r8fj0s9RCIoMU%2bfRDgsg3ZdGJXIw%3d%3d ELAIR DOOR & METAL CO. N m a MODEL 407 NON -IMPACT OUTSWING e - VINYL LAMINATED STEEL DOOR a TIUQTATT ATTl1TU AN!'QADA!_`V TDAWYM92 Eg GENERAL NOTES: INSTALLATION NOTES: LTHEPRODUCTANCHORAGESHOWNHEREIN IS DESIGNED SANMEASWHEREWINDBOMEDEBRISPROTECNON 1.ONE (1) WSTALLATIONANMORLS REQUIRED ATEACH S MNNUMEMSEDMENTANDEDGEUISTANCEEXCLUDE TO COMPLY WITH THE CURRENT EDITION OF THE REQUIREMENTS EXIST, USE OF AN IMPACT PROTECTIVE ANCHORLOCATIOM WALL FINISHES, INCLUDING BUT NOT LIMITED TO FLORIDA BUILDING CODE(FBC) EXCLUDING HIGH SYSTEM COMPLYING WITH WE FSC REQUIREMENTS FOR STUCCO, FOAM, BRICK VENEER AND SIDING. VELOCITY HURRICANE ZONE AND THE DESIGN WINDSORNE DEBRIS REGIONS IS MANDATORY FOR WE 2. THE INSTALLATION ANCHORS AT WE SPACINGS SHOWN PRESSURES) STATED HEREIN. PRODUCTHEREW. ME THE MINIMUM NUMBER OF ANCHORS AND MAXIMUM a INSTALATIONANCHORS SHALL BE INSTALLED IN SPACINGSTO BE USED FOR PRODUCT INSTALLATION, ACCORDANCE WRHANCHOR MANUFACTURERS fe.TNEPRMUCTDETNLSCONTAINEDHEREINA APSE 4FPAME MATERAL: ALUMWUMALLOY 6069•T6 INSTALLATION INSTRUCTIONS AND ANCHORS SHALL UPON SIGNED AND SEALED TEST REPORT DALLAS DOOR PANEL MATER .W MIL VINYL LAMINATED 3. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS LABORATORIES, INC. M4278 AND ASSOCIATEO GALVANIZED STEELAI6'SKIN W/ URETHANE FOAM CORE. WITH LOAD BEARING SHIMLS). MAXIMUM ALLOWABLE THAN THE MINIMUM STRENGTH SPECIFIED IN THE ULBORATORYSTAMPEDORAWINOS. SHIMSZEOF114MCH, SHIN1WHFAESPACEOF11181NCH 'MCHORSCHEOULE'THISSHEET. 7 DESIGNATIONS-r STMOFORTHE FOLLOWING: ORGREATEROCCURS. SHIM(SISHALLBECONSTRUCTED 2.MEQUACYOFWEEXISRNGSTRUCTUMMFRAMING X:OPERABLEPMEL OF HIGH DENSITY PLASTIC OR BETTER 7. INSTALLAMONANCHORSANDASSOCIATEDHMOWME ORSTEELFRPMING ASA MAINWIND FORCE RESISTING O: FIXED PANEL MUST BE MADE OF CORROSION RESISTANT MATERIAL SYSTEM CAPABLE OF WITHSTANDING AND 4. ANCHORS FOR INSTALLATION INTO WOOD FRAMING OR OR HAVE A CORROSION RESISTANT COATING. TRANSFERRING APPLIED PRODUCT LOADS TO THE S. HARDWARE: 14GA MINIMUM STEEL FRAMING SHALL BE AS SHOWN IN FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER A HALFHINGES*)6NM6EXTRUDEDALUMINUM 'ANCHOR SCHEDULE' THIS SHEET, OR MCHITECTOF RECORD, B. LATCHLOCKHEYED C. DEAD BOLT: SINGLE CYLINDER L 1X AND U BUCKS (WHEN USEDI SHALL BE DESIGNEDANO MCHOREDTOPRCPERLYTRANSFERALLLOMSTOWE B. SEE S45STI FOR DESIGN PRESSVRECHART. STRUCTURE BUCK DESIGNAND INSTALLATION ISTHE RESPONSIBILITY OFTHE ENGINEERORMCNTECTOF RECORD. 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ME GENERIC AND MAY NOT REFLECT ACTUAL COPDITIONS FORASPECIFIC SITE. IF SITECONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN. A UCENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITHTHISOCCUMEM. DESIGN PRESSURE RATING(PSF) IMPACTRATING WHEREWATERINFILTRATION REQUIREMENTISNEEDED WWEREWATERINFILTRATION REQUIREMENT IS NOT NEEDED NONE •• N0.0145.0 "UNIT MUST BE INSTALLED BENEATHAN APPROVED OVERHANG TABLE OF CONTENT SHEET DESCRIPTION I GENERAL AND INSTALLATION NOTES p ELEVATION, ANCHORING LAYOUT J VERTICAL CROSS SECTIONS 4 HORIZONTAL CROSS SECTIONS ANCHORSCHEDUI SUBSTRATE DOORFRAME TYPE SIZE MANUFACTURER AND/OR EMBEDMENT EDGE DIST ANGNORGAPORCAP ACTTIES TYPE SPECIFICATION IN% III (IN) VI IA N BASEDON SHEET MN.3 STEEL NETNB G14GA M B76.6.4 MN.33 KSI YIELD FIN(Z-BM) PAN HEAD NO-8 (TAPPINGSCREN) PAASSTWSDE 3B' STRNEGTH MN. SURFACE OF THICKNESS I SUBSTRATE ANSIBI8.6A MIND SCREW) WOOD WTHAMNIMIM %LAOOD 2 XINOCO FIN(Z-BM) PAN HEAD NOE OR 1• 12' SPECIFIC GRAVITYOF FRAMING ASME 818.8.4 OA2. (TAPPING SCREWI NOTES: 1) fIX4 W000 ORTAPRNG SOUEMS IFSR ITTNG FA CONCERN DRILL 0.082- PLOT ROLE ORLL SZE46). 2) BX'iE06TANCEMEASURED FIKJM EDHB4SOEOFANQKMTOEWEOFSUBSTRATE FL P.E. No. 49752 D =FPCProdW 19nGrm oV=RTCP cftap Design o., emalI•015 605 <pM6c W Dafe:2018AB02 03.49Efi Oa'00' 783/4' 715m4- MAX.O.A. MAY .RAMS DOOR PANEL ill/18' MAX. O. FRAME WIDTH 34 3/4' MAX X W MAX p F 4- MAX. d LOCK ASSEMBLY (REGULAR DRIVE-IN) 4 IS LOCATED APPROX. 38' ABOVE BOTTOM OF DOOR LEAF AND THE DEAD q BOLT ASSEMBLY APPROX 42'ABOVE BOTTOM OF DOOR LEAF. SEE STRIKE DETAILS THIS SHEET 34" MAX. (TYP-) ., HALF HINGES W/ T- #8 X 3/4" SCREWS (TYP.) ELEVATION EXTERIOR VIEW 48 x 21/Y WOOD SCREW #8 x 11Y I SCREWS �4 ENTRY DOOR STRIKE DETAIL troov fxN�66Ye5tR\re f 1 I I SCREW INGMU SCREW. SCREWE OF SUFFICIENTLENGTH TO I PENETRATE(3) THREADS YONDSTEEL I T'I MINIMUM BEYOND STEEL II lil TUBE. ENTRYDOOR STRIKE DLTALL strrvn'ennnas�x�re IN (TYP-) 10" MAX. I.C. (TYP-) -3" MAX (TYP.) 10' MAX. ).C. (TYP.) �- SILL ANCHOR SPACING SAMEASHEADSPACWG ANCHOR LAYOUT EXTERIOR VIEW ANCHORING NOTES: 1. MINIMUM NUMBER OFANCHORS IN JAMBS IS13. ANCHOR SPACING VARIES, BUT NOTTO EXCEED 1D" MAXIMUM O.C. 2. MINIMUM NUMBER OF ANCHORS IN HEAD AND SILL IS 7. ANCHOR SPACING VARIES, BUT NOT TO EXCEED VY MAXIMUM O.C. a 0 r-� Qi W N W w �Qu mo O W N P.V 023 n0-0 FL P.E. No. 49762 Dlgltallysigned I, by Robeal Amorum 09sm-04'00' 6 1'MIN. EMBEDMENT 98WOODSCREW INSTALLATION ANCHOR G 3 2X WOOD FRAME o (BY OTHERS) 10MIN. THREE(3)THREAD o SEALANT TAPE TO BACK SIDE OF MOUNTING FIN EDGE DIST. MIN. PENETRATION1 NB TAPPINGSCREW I INSTALLATION ANCHOR n a 6� SEALANT TAPE TO BACK SIDE OF MOUNTING FIN EDDGEGEDIST. p $7 R� y 1/V MAX SHIM D EXTERIOR INTERIOR 17 GA. MIN. SQUARE STEELTUBING(BY H av c OTHERS) 0 EXTERIOR INFERIOR E. �od w N O �i O N �iW E VERTAL SECTION ICAMESUBSIRATE ��HER �ww� \VOODFR TICALSECTION u S'1'EEL'rOBING SUBSTRATE 0. r) '1 @ O n g,g eqi C) La A os> EXTERIOR INTERIOR EXTERIOR INTERIOR MAX SHIM to MIN. SQUARE STEELTUBING (BY �1/a' OTHERS) I 1 RabeM1 J.Amoruso, P.E. SEALANT TAPE TO BACK FL P.E. No. 49752 SIDE OF MOUNTING FIN 12' MIN. EDGE DIST. 3/8' MIN, DIgllailyslgmd 2XWOODFRAME SEALANTTAPETO BACK, EDGE DIST. by Robertl. (BY OTHERS) SIDE OF MOUNTING FIN #8 TAPPING SCREW Amoroso Dm.e beM1l. $ W Amoroso,., ���. 1' MIN. EMBEDMENT---1 #8 W00D SCREW THREE (3) THREAO INSTALLATION ANCHOR ` w-mc Rrodu<t INSTALLATION ANCHOR MIN, PENETRATION '2 � Oesign Group "�°,!' A VERTICAL SECTION email=robert®pl "•J' C< rpmmr us 1V0ODFRAMESUBSTRATE C VERTICAL SECTION Datr.2015D 13S STEELTUBING SUBSTRATE 095D.iBDa'aD' IV MIN. EDGE DIST. 2X WOOD FRAME (BY OTHERS) IX8 W000 SCREW INSTALLATION ANCHOR 7A INTERIOR INTERIOR EMBEDMENT l// SEALANT TAPE TO BACK EXTERIOR EXTERIOR SIDE OF MOUNTING FIN E HORIZONTALSECTION WOOU FKAAIE SUBSTRATE 114'MAX SHIM o 10 MIN. EDGE DIST. a F. 2X W000 FRAME 'a (BYOTHERS) ER WOOD SCREW G � < IN INSTALLATION ANCHOR I X 314'SMS U N MIN. EMBEDMENT O e 0 z_ o% mo A SEALANT TAPE TO BACK SIDE OF MOUNTING FIN u �w ay x t i o m a s� # O HORIZONTAL SECTION 25WOODPRAM rl. SLT UBSTRATE Q ,H-, v�0 o<�!!. J 14 GA. MIN, SQUARE 3!S' MIN. EDGE DIST. STEEL TUBING (BY OTHERS) 14 GA, MIN. SQUARE STEEL TUBING (BY OTHERS) GIST. I —I W ,� - �,@, I' t IF INTERIOR INTERIOR N TAPPING SCREW ING SCREW 4LLATION ANCHOR 7/8X3/4'SMSATION ANCHOR _THREE(3) PSEALANTTAPETOBACK THREAOREAOMIN. PENETRATION ATIONRab4N J. Am4mso, P.E. SEALANT TAPE TO BACK EXTERIOR EXTERIOR FL P.E. No. 48T52 SIDE OF MOUNTING FIN TOBACK. Q; ss•'...'"_..+,sy SIDE OF MOUNTING FIN p/y}�j`�� 6 H HORIZONTAL SECTION DiglWlty by Roberti. HORIZONTAL SECTION STEEL'NBIN SUBSTRATE slgncd Amoroso STEEL,FUBI OSUB—FJ STMTE __ DN: m=RabeRl.Amomso, o,� 1/152019 Florida Building Code Online 60SH°me Login Useraeglstradon Hot T°pla Submit Surrba,Se StatsaFads Nbl.tfam CuntdUs acts Sae Map lNf¢ 5earh ProductAppro val '� USER: P.W. DsSANN6® db'Lr St. pBY om Pmdud A°"l Menu > prvdud °rAoallmeon Sean]l > Aoalimiion ❑St> Appllmaon Dahill ucie County FL B FL8888-RS LL� Application Type Affirmation Code Version 2017 Application Status Approved Comments Archived Product Manufacturer ASTA DOOR CORPORATION Address/Phone/Email 4255 MCEVER INDUSTRIAL DRIVE NW ACWORTH, GA 30101 (770) 974-2600 Ext 208 � ]FRENCH3@ASTADOOR.CR.COM L Authorized Signature JAMES FRENCH 1l ®per" COP ]FRENCH3@ASTADOOR.COM 'Qa0 e ® REVIEWED livEVIE ED FOR Technical Representative Address/Phone/Email lames French pobox 420 CODE COMPLIANCE acA3D1D1 ST. LUCIE COUNTY )french3@ench3@as[adoortam ®® pp��pp''�� ®liyC Quality Assurance Representative Mike Alvls IB Address/Phone/Email P.O. Box 420 Acworth, GA 30101 (770) 974-2600 Ext 248 malvls@astadooncom 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 - Hardcepy 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 Contact Expiration Date 12/31/2019 Validated By Gordon Thomas, P.E. Validation Cheddlst- Hardcopy Received Certificate of Independence FL8888 R5. COI Financial Indeo 1027b9.odf Referenced Standard and Year (of Standard) Standard ASTM E330 DASMA 100 Equivalence of Product Standards Certified By Sections from the Code Year 2002 2002 httpsJ/foddabuilding.org/pripr app_dtl.aspx?param=wGEVXQwlDgtYtswBjP6BrAlPac%2fuYVBPcWZJ%2(RF%2fCc%3d 1/4 1/15/2019 Florida Building Code Online 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 FL8888 RS CDC Affirm for FBC 6th 2017 FL8888 Asta s.pdf Product Approval Method Method 1 Option D Date Submitted Date Validated BC 10/06/2017 10/06/2017 SummarV of Products V FL # Modelr Number or Name Description 8888.1 2031rndlock Commercial Sheet Maximum design pressure for 8' wide by 21' high do . Lower Door design pressures calculated for up to 20' wide Igh door. Limits of Use Installation Instructions Approved for use In HVHZ: No 50 Seri Install F1.8888 RS-11 29031 203.mdf Approved for use outside HVHZ: Yes - Impact Resistant: No _ Verified By: Joseph H. Dixon P.E. FL.No. 7768 Design Pressure: +113.IMax/-113.SMax Created by Independent Third Party: No Other: Design pressure at test door width of 16' _ +/-35.0 psf Evaluation Reports FL8688 RS AE ER-07-0005-113 022212 0011.pdf Created by Independent Third Party: Yes 888.2 Z33 Wind loc I ustrial Sheet Door Maximum de§lgn pressure for 8' wide by 2 higfi r.. Imwe design pres calculated for up to 20' Ide by 21' high door. 44�Tlt. of Use jiustaffa5ilon Instructions Approved far --,W Z: No FL8888 RS it 27013 — 200 Series install sealed.odf Approved for use outside HVHZ: Yes FL8888 RS D 29031 233.odf 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 RS AE ER-07-0005-R3 022212 0011.edf Created by Independent Third Party: Yes 8888.3 320 Commercial Slat Door (20 Gauge Maximum design pressure for e' wide by 21' high door. Lower - 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 FL8888 RS D 27013'- 300 Series Install sealed.odf F1.8888 RS 11 29031 300 Series:odf ' Approved for use outside HVHZ: Yes Impact Resistant: No Verified By: .Joseph ,H. Dixon P.E. FLNo. 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 R5 AE ER-07-0005-113 022212 0011.odf Created by Independent Third Party: Yes 8888.4 322 Commercial Slat Door (22 Gauge Maximum design pressure for 8' wide by 21' high door, Lower - Flat Slat) design pressures calculated for up to 20' wide by 21' high door. Limps of Use Installation Instructions Approved for use in HVHZ: No FL8888 RS 11 27013 - 300 Series Install sealed pdf FL8888 RS 11 29031 300 Series.odf Verified By: Joseph H. Dixon P.E. FL.No 7768 Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +128.SMax/-121.SMax Created by Independent Third Party: No Other: Design pressure at test door width of 16' _ +41.4 / Evaluation Reports -38.4 psf ELS868 RS AE ER-07-0005-113 022212 0011.pdf Created by Independent Third Party: Yes 6888.5 324 Commercial Slat Door (24 Gauge Maximum design pressure for 8' wide by 21' high door. Lower - 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 FL8868 RS 11 27013— 300 Series Install sealed.odf FL8888 RS U 29031 300 Series.odf Approved for use outside HVHZ. Yes Impact Resistant: No Verified By: Joseph H. Dixon P.E. FLNo. 7768 Design Pressure: +118.SMax/-111.1 Created by Independent Third Party: No Other: Design pressure at test door width of 16' = +40.0 / Evaluation Reports -37.0 psf ht[psJ/fioridabuilding.org/pr/pr app dtlzspx7pammZVGEVXQwtDgtYtswBjPGBrAlPac%2fjYV8PcWZl%2ffIF%2fCc°h3d 214 1/1512019 Florida Building Code Online. FL8888 R5 AE ER-07-0005-113 022212 - 0011.pd Created by Independent Third Party: Yes 8868.6 418C Rolling Steel Service Door (18 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 FL8888 RS 11 27013 - 400.600 Series Install sealed.odf FL8888 R5 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 IV _ +/- 32.9 Evaluation Reports psf FL8888 R5 AE ER-07-0005-R3 022212 0011:0d Created by Independent Third Party: Yes 8888.7 418F Roiling Steel Service Door (18 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 FL8688 R5 II 27013 - 400,600 Series Install sealed.odf FL8888 RS IT 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 psf Evaluation Reports FL8888 R5 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. Lower Gauge - Curved Slat) design pressures calculated for up to 24' wide by 21' high door. of Use Installation Instructions _Limits Approved for use In HVHZ: No FL8888 RS n 27013 - 400.600 Series Install sealed.odf FL8888 RS U 27013 40OC series sealed.odf Approved for use outside HVHZ. Yes Impact Resistant: No Verified By: Joseph H. Dixon P.E. FL.No. 7768 Design Pressure: +124.SMax/-124.SMax Created by Independent Third Party: No Other. Design pressure at test door width of 16' =+/-32.2 psf Evaluation Reports FL8888 RS AE ER-07-0005-R3 022212 6011.odf Created by Independent Third Party: Yes - 8888.9 420F Railing Steel Service Door (20 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 FL8888 R5 IT 27013 - 400.600 Series Install sealed.odf FL8888 RS II 27013 40OF series sealed.odf Approved for use outside HVHZ: Yes Impact Resistant No Verified By: Joseph H. Dixon P.E. FLNo. 7768 Design Pressure: +119.3Max/-119.3Max Created by Independent Third Party: No Other: Design pressure at test door width of IV-+/-47.7 psf Evaluation Reports FL8888 R5 AE ER-07-0005-113 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 FL8888 RS II 27013 - 400,600 Series Install sealed. IF FL8888 RS II 27013 400C series sealed.odf Approved for use outside HVHZ: Yes Impact Resistant: No Verified By: Joseph H. Dixon P.E. FLNo. 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 ER-07-0005-113 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 FL8888 RS 11 27013 - 400,600 Series Install sealed.odf FL8888 R5 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: +11Z.5Max/-112.SMax Created by Independent Third Party: No Other. Design pressure at test door width of 16' = +/-46.4 psf Evaluation Reports FL8888 RS AE ER-07-0005-R3 022212 0011.odf Created by Independent Third Party: Yes 8888.12 424C Rolling Steel Service Door (24 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 FL8888 RS Ir 27013 - 400,600 Series Install sealed.odf FL6888 RS D 27013 400C series sealed.odf Approved for use outside HVHZ-- Yes Impact. Resistant: No Verified By: Joseph H. Dixon FL.No. 7768 Design Pressure: +110.BMax/-110.8Max Created by Independent Third Party: No Other: Design pressure at test door width of IV = +/-31.0 psf Evaluation Reports https://floddabuilding.org/pr/pr app dtl.aspx7param=wGEVXQwtDgtYtsw8jP6BrAIPac%2fuYV6PcWZl%2f0F%2fCc%3d 3/4 1/16/2019 Florida Building Code Onfine FL8888 RS AE ER-07-0005-113 022212 0011.Ddf Created by Independent Third Party: Yes 6688.13 424F Rolling Steel Service Door (24 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 Approved for use outside HVHZ. Yes FL8888 R5 11 27013-400,600.Series Install sealed, d FL8888 RS H 27013 40OF seriessealed.odf 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 psf Evaluation Reports FL8888 RS AE ER-07-0005-R3 022212 0011.pd Created by Independent Third Party: Yes 8888.14 618 Insulated Rolling Steel Semite Maximum design pressure for 8' wide by 24' high door- Lower Door (18 Gauge) design pressures calculated for up to 24' wide by 24' high. door. Limits of Use Installation Instructions Approved for use in HVHZ: No FL8888 RS 11 27013 - 400.600 Series Install sealed,pdf Approved for use outside HVHZ: Yes FL8888 RS II 27013 600 series sealed-odf Impact Resistant: No Verified By: Joseph H. Dixon P.E. FLNo 7768 Design Pressure:+198,8Max/-198.8Max Created by Independent Third Party: No Other: Design pressure at test door width of 16'= +/-S3.8 psF Evaluation Reports FL8888 R5 AE ER-07-0005-R3 022212 0011-odf Created by Independent Third Party: Yes 8888.15 620 Insulated Rolling Steel Service Maximum design pressure for 8' wide by 24' high door. Lower Door (20 Gauge) design pressures calculated for up to 24' wide by 24' high door_ Limitsof Use -Approved Installation Instructions for use in HVHZ: No Approved for use outside HVHZ: Yes FL8888 R5 11 27013 - 400,606 Series install sealed.pd( FL8888 R5 11 27013 600 series sealed.Ddf- 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 best door width of 16' = +/-SD.8 psf Evaluation Reports FL8888 R5 AE ER-07-0005-113 022212 0011.udf 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 Approved for use outside HVHZ: Yes F1.8888 R5 It 27013 - 400.600 Series Install sealed.Ddf. FL8888 RS It 27013 600 series sealed odf Impact Resistant- No. Verified By: Joseph H. Dixon P.E.-FL.Nc.7768 Design Pressure: +178.9Max/-178.9Max Created by Independent Third Party: No Other: Design pressure at test door width of 16' _ +/-50.0 psf Evaluation Reports FL8888 RS AE ER-07-0005-R3 022212 0011.Ddf Created by Independent Third Party: Yes Oeck Nest Correa Us ^ 2691 Olalr Scone Road, 7b11ahmsee FL 32399 phone: 950-497-1624 The state oI nadde Is an AAJEED employee C91a'd9ht 2q0)-20t3 State pf Florida.:: Prl, v statement;: A¢esabMW Statement :: Refund Statement Under Flodda law, email addresses am public records. If you do not want your a -mall address released In response to a publIevecards request, do not mall to this entity. instead, mnl2R the office by phone or by traditional mall. If you have any questions, please contact OSOA87.1395. *Pursuant to Sen Fadda Statutes, effective October 1, 201Z, Treamees Amused under Uapter 455, F.S. must pmNde the Department with an email address If they have provided my be mad for offidal mmmunlmtlon with the Acemm However email addresses art public record. If you do not wish to supply a personal provide the Department with an email address which an be made available to the Public.7b determine If you are a licensee under Chapter 455. M. a: Product Approval IteeePts: ®®roc M securitTAimics• https://0oddabuilding.org/pr[pr app dtl.aspx7pamm-wGEVXQMDgtYtsw8jP6BrA]Pac*1.2fuW8PcWZl%281FOA2fCc%3d 4/4 i Installation Mode s:201, 202, 203, 204, 205, 211, 2fl31, 2 32, 2, 234, & 235 SETA DOOR CORPORATION PARTS ONLY • ALL OTHERS SHALL VOID WARRANTY ASTA Door Corporation SHOULD QUESTIONSARISE, PLEASE CONTACTASTA DOOR CORPORATION AT(770)974-2600 25 I (A ,ti. JRI CUP L DIAGRAM 3( 3( DIAGRAM 3 I DIAGRAM 4 DIAGRAM 5 DIAGRAM 6 z w : i 4 � 131 �l1 nI Plalee.re4' DIAGRAM 7 .I DIAGRAM 9 I 'n{—CUPTMI-I,T NPTNN M1 WftJA1N•• eF+ _ CNRN'r •`r Q1P1xW 7�CJPINN P vne• �� fI r �t a T a.1m if s1A' Ia stG !+- rµ' } aua' a1z !+ f 11;6' IN- ann• Ft sIEeION:Y00] Ur p1ETEOP W50NRT Sr.WO/FDGOIOE sIEEL On VAaO IXIxCREIEWOAS]M1Y XE[W OGIYGnIEE sr6L OXv OCO yrymLQ'XGNIIE CONCRETE OP NwsONTY WNPIDONG=5 SrI10MOGJIDE •6EENalE 61EP PPAGE[ XEAW ONYGYOE •]EExwE6TEP gPAGE< PARTS LIST —"---- AUDOORuaOEls az alwm slan0a0 sLLalNwn PhIG IPmr=04"M cHGW HOIST 1 Vane% Ta snes W a1w10 H<a sNal vla¢s lvDlrcdOrlve Cam Nte 6asemN 2 VmeO N:e mpB MOOEL5:1m, m2.2m A3wDimvl OHee Gvar2G..5 NeQudlan cunt OUmeluv AaaamW 6 230W3 VanBB SPrInr101amaWyCBsI E.POm Id MODELS: 231, m]. m], IN 6 ]S5 ]] <a01U1 Plate 6mgdel w J 2]02m 81dEe u.0npem Weurorzvl a6 2o00m PYC Pu00v<se.Sln mOuslMl __ 6a [301p2 IuwnelN 0 310101 Atle 55USq GSn 3] 2W005 Hlgp TmeY4 SLW 5Aosmp SS Q01m I Iyu Gwr, Cast 8 31w03 NxU 6aECb SlAnpm ICWn 1 "Pill,PVC BW.w wYP N'w1 SS I QUM IICkfGwr Cmner ASSRIrti :0 310102 X vPIUL 5..d r.) ]T 4mam Uan GmOe Assem_filY___ t1 R01w NpOM �OIC ^_nCeCQ MIeI MOO: M.M 2]]. ne• INSULATEIDONLY 58 [3Dlw /WeC 1'2'-7]u9: iDprt !r'•I6 39 2W3w Irteulalmn, Ooutle FoA 59 J3mm >1e''1B 5]'Hw Y.ou10P11 13 n31m ' 'ia'.N%3'� N<%Mwo ftgll <-0 26w0i. n 2'1 W Ta0202 /r0 -IBSW IO[YiM Nd sa JJmw /a: 2[IIax INrFne IDsww(� 61 6TW02 OreM1 Slop QA'YAmI---61 Top.l ab1W-�SmYErmO 15 7401m %,`-16HPa NW @ 63COm I SWe O:ffi Slpp 62 TSmm I /1p'•IBSI rFlu Hea]SIPIIe00m1 IB ]6wm FIa1 W.vbee. ¢' m ][Olm 1'/1CLsk Ylazner _ 11 TSmm EWx]ne0a MODELS: W3.204.211. 23[-WINOLOCN ONLY 61 TO iliz a•Td 6vCn 1B nwol Dwr3bp-W.CAo n m \1MEwk Glp 65 [mlm Pp[trl Wneel Cem lele PGAaump 19 2201w 640a 0e'dL CG 720101 Pn'P l EB 4201w 1 PocketMWAs." 20 nmm 1.20, Tnns Hain 50.l GOP. m [mfm OmO smpcYei.l-ei133e 21 74WO1 r.zO6ve ln[b Nu MODF15:zma3W 69 4m105 PeOV GiN rn ZL ie i. r a m^-n. He%xrn [9 nmm lYNdxk Glp DeoYer PNb 69 4mIW speRr Plw lr.I ne 101 n 24 75mol af01D2 Flat Wasnn.7l /4-P q NODElS: 2m a95-WINDOM ONLY EIEGTflIC OPEflATION 25 42mm HanC Uan Cae --- az nm]0 'I<z /4 TUOa Ta 4[mm ' EOPII Dom IPY AasmMIY.OItl Sryly 20 42wm HanO Clwn aJ T2]101 11n' prvet ]t [em01 .2a gPgL e41 P. Jt Tgopr n TSllfw T IT ID Rmrtl Flat Wv<M1v R M0002 I FLV Garerau _ Prw Sp1C04 rWme nOez /Te 2B 220.1m 12-Own As•sm0 vrl6evrh IJ <21Om 29 31mM 5 vml G:asYaL Pli Ja TM1w e'�24 as ]'Nva Naatl PN: a0 31m00 SV OG�uQtt LH JS NOOm EO NII Cam rte .Nav 31 VanM Ovar Gui9api J6 )Lamf 4STA Ovm1a0¢I _ IMPORTANT REMARKS: DO NOT CUT THE BANDS WHICH HOLD DOOR IN A ROLL. YOU WILL BE TOLD ATA LATER TIME EXACTLY WHEN TO CUT THEM. NO GUARANTEE WILL BE GIVEN OR RESPONSIBILITY ACCEPTED BY THE MANUFACTURER iF THE DOOR IS NOT INSTALLED AS INSTRUCTED. FOR PROPER OPERATION, FOLLOW THE INSTRUCTIONS AS GIVEN. PLEASE REVIEW ALL THE STEPS BEFORE BEGINNING. STEP #1 - CHECK THE OPENING A Choral the Height and width of Me opening. 9. Chocs II the farmes are pluedr. C. Chedk if the floor and header me level- D. Check the dimnsbn panel for side room and headroom requirements. (SEE DIAGRAM 9) DIAGRAM 9 (EM1In¢ = I flmLAOCaeI 1 1 s an�s J1Tf'1 Y I 'TLJ OeF12A I Ar rFN111G AS �, SEE opvnmuam uE10Rr STEP #2-INSTALL BRACKETS A Mark the horizontal location of the support brackets (SEE DIAGRAM 9). B. Mark the vertical location of the supper: brackets by using a transit or water level. THE DOOR MUST BE LEVEL. NOTE: Verily minimum headroom require. ments. Dimension'X'. If sufficient, lower the brackets until •Z' is obtained If the bracket is lowaled more than 2' this will reduce the open- ing height The guide height should also be reduced accordingly. C. Drill holes and fasten the brackets with the proper wag fasteners required to obtain a sohtl mourning. Use through bolts on soft block or brick. HFJGHT I K Y 2 Up to CL' 20' Safe 1412' UP W 1aa' E; 10• n• Up As 1G-0 2e' 11' lY UPtoW4- 24' 12• lr D� At' A2 •Snvvn Push Upi Rope e• w ea L.R 0re4 Deh, B' 6' Its:iO Drwo PoCFe1NTed Retluetbn Gear S' e' SWa NDNts OuRuda: t edGev T W oppose. Deddo Operator 9' B' NOTE: • Dos with Hsavy Duly Guides, add l'to Al, anti Doors All dlmanslons. • All Wmdlock Doom add t'to Al eAd A2 Dimembru. • Note props bracket locadanand Dravida ads. quals backing. STEP #3 - DRIVE INSTALLATION A. Were ROPE Of equipped) an Talton.: 1. Drill minmmm a/s• hole In renter of bosom angle. Thread 1/4- rape through hole and tla knot in both ends. B. Imadf DIRECT DRIVE CHAIN HOIST Of Equipped) as fellow.: 1. Slide Direct DM. Assembly (43) on:o door .ode. 2. ALgn hales and install o(e A 1Ye Has Bak (51) through rearol end Cunt. 3. In acli-le nth (IS) and lock washer It'A and tighten s.cwety. Repast. 4. Faed Hand Chain Waugh Um Give Assembly, (SEE DIAGRAN 11) DIAGRAM 71 190-0;1j; F C. Incaffthe CAST REDUCTION GEAR CHAIN HOIST fit Equipped) ea fellows 1. Slide round 10 washer (27) onto door add 2 Side Idler GearAssambly (S5, SS) area door ede. 3. Side Flu" Sprocket assembly (53) and Chain Guide Aesembty (54 onto tlam Sala and over idler gear tamer tube. 4. Slid. collar over Me idler gear tube and align holes. 5. SSc,Ao wiM eAe s 3' hSa head bah (S9) and 5/1s'self baking nth (60). (SEE DIAGRAM 12) NOTE: Keep Idler Guar at a 10 or 2 o'cock pcsidan with the boncm angle being ot 6 o'clock. DIAGRAM 12 y159 sl Y , SEMaLy spP` ASSEMOLY GEAR saw . ASSDdBLY ss, ss 0. Install the POCKET WHEEL REDUCTION GEAR CHAIN HOIST Of Equipped) as follows: 1. Instal DrIm Sprocket (5s) an preferred sea using sys's 1'h- Has BM (51). 2. Side t' pipe spacer (0) onto door ode. 3. Bide pocket wheat asevmbly (60 onto door ads and algn sprockets Parallel to each oMef. 4. Comsat dove chain (6) around tioth sprockets wing Me master links provided. 5. Alter dam tension has been adjusted. (STEP 6) Tighten set sinews on Pocial -hod assembly. r. cre:wNloosened Dbrom m salt .:, ws be loosened tier edj and . rodghton altar edlkntmere. (SEED DIAGRAM 73 j:• �?/I DRR`E A55maU 1 1 f S►'. _ �e E. Install'NEW STTLE'ELECNLIC OPERATOR KIT Of Equipped) ss /.lbws: 1. Install ED. Sprocket (71) to and ones of doa an preferred silo atilt IA -a 1'P• Has Bolt (51). Sys' Nuts (15) sd eA• Ind washer (14 2. Slide not round washer OU) and spring came 'assembly (6) onto data ode and seaas set anew with camp and washer against hearing tf the and ducat (SEE DIAGRAM[ 14) DIAGRAM 74 16 1 15 5 +�1 Install 'OLD STYLE ELECTRIC OPERATOR KIT In Equipped) as follow.: I. Remove sprig hp asso nbty (5) from door ads of supplied). 2. ine.n -A' a 4'A- bats (74). w[M e/a' leek wash- y It7) tlaough every other e)e we in eM drum. 3. Slide ons and of five bar brace (72) ever each boo end Men We eyk' pipe.spaer (r3) over each bait. Side opposite ard.199 bar brace over Me neat bon In counter clockwise ralattem 4. Side basing dram assembly aver the Wee bans. S. Attack and tighten e/e• rim washers (16). s)e (17) teak Wuhme. and eA' nde (14) to end of bolts. 6. Side mud flat washer (27) sd spring dome assembly (5) onto door as and Secwa agalost Me baadng dram assembly gas). ISEE DIAGRAM 15) NOTE: New Slyb E.O. IMS aro to be used with Mush' end dram position. end Old Style E.O. lots are to ba used with •raeersed' uAd Ames position. 'vy STEP #4 - POSITION DOOR ASSEMBLY A. Plato Vie exle damp (9) or axle casting (a) on of door support brscl,el (29A3D). LA the door assem- bly up onto the support bmrkat (SEE DIAGRAM 16). Canter door assembly In me opening. d sde- ways movement is necessary, be certain Me door vvlein and Me "a move together NOTE: Position Me door a dace to ft header As posseble Allow mom m spin the door. Do not allow Me door curtain to screw the heads& Do net use forkONe or eenia Ilfb with "Protected e,meRerkc. This can muse Irreparable damage to door vptaln. DDIIG^R�A�M 16 IIIIp''T9yI'�I'\'I�'I�m W^ f�Hl�`�III 111171 STEP #5-AXLE HARDWARE A. MANUAL PUSH-UP / ROPE DRIVE (Bath Mess) 1. Place cam damp (9) onto hodaantd member of the support bracket (29,30) And under too door ads. 2. Raw 'A' U-Boll (121 over door ado and Mmugh ade damp. 3. Fasten U-Boh using asp- nut (15). 316E Nat wain er (16) and 310E lock washer (17) —tghten .¢cooly. (SEE DIAGRAM 17A) DIAGRAM 17 (A) (C) A64 37*12 12 B0i6iT I6is IT 13 9 '�11 13. 14, Is, 17 1M (B) g C o (D) S. DIRECT DRIVE CHAIN HOIST (Drive Side): 1. Place axle saddle eating (8) onto horbamW member Of support bracket find under Me door Wis. 2. Place the ado dump (9) ell Me adendad keeper plum (111 over the door axle as in. to erdand keeps, plate over the Seect dine shah guile channel (59). 3. Femen togetfaraln931e x 3116- hero bah 113), s/.' lock washer (M,'A' Ard weahem (15), and ale nub (Me Mmad) (14) —0gmen ev,u'.' (SEE DIAGRAM ITS) C. CAST REDUCTION DRIVE CHAIN HOIST (Drum Side): 1. Piece the ale addle casting (a) amM me sup. port bracket (29.30) all under Me dad, note 2. Place the ever axle damps 6) end extended keeper plele (11) on top o1 the door ode as ' shown, e 3. Flown ode saddle eatinode sl ump amp and 1 4. Fasten secondary ode damp• ertmdad keeper Plata and 316E IFBo2(12) using sle Tod wash ors ply), 31c Ad washed p6). 31e cabs (15) — 4hten severely. (SEE DIAGRAM 17C) S. Install stay Dram (0) Mile chain guide chard (57)using lb. x lye Ran head bell (64 end she man (60) and lighten amrey. S. Fasten the stay brace to tin supaod bracket .using a (6) 014 Tak Screw and gr gat wash, (23). (SEE DIAGRAM 17C) 0. POCKET WHEEL REDUCTION DRIVE CHAIN HOIST ()rive Side) ell OLD OR NEW STYLE KITS FOR ELECTRIC OPERATION: 1. Same lope .'Gust Reduction Drive' wi91 the exception Of 05 and iB. Fbdfretwheel redee- tan drive and E0. Nts do not require a my Nam. E NON -DRIVE SIDE Da Direct Drive, Card or Postal Wheat Reduction Drfvu and E.C. 1Gm): 1. INete ode saddle costing (8) onto holiaontel member Of support bra i and under the door safe. 2 Place the; Miis damp (9) and the mmtl,d keep, plain (10) own too door ade as shwm. 3 Fa bDgal a.Ug3R'x3rA'llaxboh(131. ale' lock washer (I7), 316E gel washers (16), and lie raft (f—Manuel) (14)—Itglden saawai (SEE DIAGRAM TTO) NOTE: Requires arrmfimum of 40 lbs. torque property semre hardware. STEP # 6 - PRE -TENSION SPRINGS A. Install chain rip (2S) approabnamiy 4'0' above Asarco chain Operated doom installation must W aware. B. Apply proteakm mane springs by renting the door ever (2) Nos in a forward Baectiw (SEE DIAGRAM 18). The bottom aglo is to be In a B a'dock posNon. DAGRAM to ON C. tl yodrion use pipe Onmchfonotateash aide WM oro Personml On leach side of pa wench p,• sour win a limy pram I IGgo M 1 wrench on mo door Oda io shown In DIAGRAM 19.Pul.hl down to apply makan e door until you ashkwe 21u0 rotauoa of W door Bale. Than tighten the exb h,dwere. D. Ropeel Step C it edusanert is necessary. DIAGRAM 19 uv STEP #7 - CUT THE BANDS dour is now ceder tonsbn Belau cadhhg the bands. taint held of the door roll by me tighten angle. A. Cut the bands and bog Me curtain down no frplh,Vsn 94 The height of are door Opening. Secure chain mar the Win rat kinarorwedge a woad prop between are bosom single and over door rag M preverd upward baud. _ STEP #6 - INSTALL DOOR STOPS, . (Lift Clips) AND SLIDE BOLT LOCKS A. Inda9 the do" a" (18) and the slide butbdcs using rig' x I Ile Mops head cat (M.'A' Nat' washers (a). shr reran 00. and IA' call "119: not (a) parside. 8. Elastically operated doors 90 require door stops (for dips) to be hsm8ed. DIAGRAM 20 a a 1e' a a, 1a .YA e Nit: Wminimpoi stiffer beat acani - threeds loom Mo wss haed bon po auding ham Ina aN IatlNig and should be remaed to a Posh pnsdion wOh me sod lock'vhg mA to pravont dmrfmm hanging up on the hem rdlps. Cramp a par of sae grips ado Me thread and break off. STEP #9 - INSTALL DOOR GUIDES A. The head mops on ale 9W aehaud be ro moo Than 1' higher (m b3fmm of MOPS) tan Mo door head,. If rot. Mine boom of the gdda to match your opening height And rebeaze slide boh mash a bottom of gukfe. B. Models WI. 20Z 205, 211. Mi. 232. 235: Peso fire door captain so Me bottom origin is app,aF mody 3- below the heads, Slide On guide Over the door Main and pos0on ageinmtre door opening allowing 44' clearance hem edge of cur - We to inside are guide. IannO Me cap mamrsm, lower manaln Into guides dolly. maintaining proper denouncer And step at 8' elbow Me Use, band bottom fasteners. Check t the gulch em plumb using a level. The tafsa era should be Weaved appraMaley aver 24'starting 6-from IW3hetl floor. TnsmA balance at mmaem and bend Um lad4n at the cap of the guide to a45 degree angle. (SEE DIAGRAMS 3 THRU 8 all 211 ' DIAGRAM 21 i- LEAD-IN STO P C. Mode)2M.204.233.234:Umemnepmaduma9 above allowing ye durance between Main end the WMdook spur. lower Me dudah He the gulda slowly. Be ads there is sufficient deararce far the windioek elia to enter Me gulden (SEE DIAGRAM 7 and t) ' D. Fcr'Wudbad Codified Doors' refer to dmMng.for la eneelarcher type and frequarry. E. Spray sfllmne lu00rdnt In guide for muse of . opemtlom NOTE: Doors ordered for corcrms/nmsomy appfion. BawD ncWdede ! W back for dude naandtioM1 Bfock application clips welded! to leckof guide fwwnordalmasomy 1. 231. 3 areo Bock an Morelsanda d for con ZI1, 231, my 235 Bock on Onestandard203. farco.234. masonry eppeod'mn on fAdeIs20J. ZU9.2i3.23a. STEP #10 - CHECK AND ADJUST BALANCE N door hone, easily eel rages hard, mom tarumn is require, It the door towr am hard and mism cosily, less tension is requhod (SEE DIAGRAM 19) FC_ALM_0_N_,'_j For all door ddws: Balm. djustba doe springs. pun the daors we the up Food— Ifon. Sequa doe door by me follow," methods: 1. To a rope secured gar door roll. 2. Plow a damp at the tap of the guide emem W accord, me curtain in Me g,ddes. A. Cast ROdmcion Miss Oaora Only When We ade camps are tooaaned Me often leads w0 be under tension. Use edmme care wham hanff g rem chain bads. Severe bath leads of the Main to dhs chain realm (2Sj. Some a horizontal Me on due earn. LOOM ends hardware to allow dead to spin emery. Grip bum had of the chain severely. NOW direction ads must Wm to del or mduw tension (SEE DIAGRAM is). Room ado as required Secure both dWn bads W chain retaWw. Tighten an mad hardware. Repeat this news- tion If mare ar less tension is (squad. B. AU timer doors: When tie ode clamps am lomaned, ma spwn ines l be very strong. you will reed two people M acrwt No door mrekd sef*. 1. Each parson should firmly place a lags Pipe wrench on We mad as shown In DIAGRAM 19. Loosen the odd damps and poll down for mom tension ad up for Were tansice, For P«#at Wheel Reduction Urha doom, remember W basso vet 6cvw4 pronto dhabndni end retighun severely doer dlustmam. 2, ReUghbm the cola damp hadware. 3. Rape# me spend steps shutter diustment b necessary. begin W STEP 63. STEP #1T -TOP DRAFT STOP A Top Draft Stop cones standard tdth Models 2W. 2 .232, 2as Inwdetd Doors All aNw Models optional S. Pull door down eel lock. Go outlets. and mark a free an Nu door wrtan as shorn. (SEE DIAGRAM 22) C. Reiso chow 26' hem Hoec or-mi mark is accessible. Paw top draft stop (61) in postion as shown and aecum win Tsk.mews. Stretch lubber sightly and secure GM. ed. Larne and Inslail elm mmakoer of Tok swoons at 6' O.C. DIAGRAM 22 SERVICE AND MAINTENANCE HINTS The WIO%mg.hhde would help you be obalnt tree approach. 1. DOOR CURTAIN DRAGS IN GUIDES A Check Nat door wppd bradols ere phanb. B. Adjust location d guides for TW--' ' side cearanw. Top and botlom. C. Dow Dean Assembly My be got Was close Or too far from wall. NOW slatted braMat, for rep sbnem D. Check guides for foreign mother soon as did, was E. Check for damaged guides. F. Adjutleaclrrbed snap insido otgudes. (SEE DIAGRAM 21) L DOOR OPERATES HARD IN ONE DIRECTION: A. Check Of th above Fords. B. fl chock Step No. 10. C. H problem door has reduction Mao, check she s 3- bat"doe pass through rode Cat twice imar paw whirr. 11 self lading sun (60) is over fightened, N m9 cause the oiler s m Owner shah to became egg -shaped and bind Ore chain wheel. 3. CHAIN JUMPS OFF CHAIN GEAR A Chan Guido Assemblycardd be on ode back- yards. Make swe drive parts am assembled comedly. Sew Diagram 11 for Macs Orbs. and Diagram 12 or 13 for Reduction Drina B. Chain Guido could be ban out of alignment vrhh chain wheal. C. Check for detach In oust chain wheat or chain. D. On Electric Operator Doors or 'Packed Vgmr Rduadon Gear Doom, check for sprocket angnmeo ad proper Man tension. Also chock that Of screws on Packet Wheel AssombN rfe secured, fastened a. DOOR DOES NOT CONTACT FLOOR LEVEL A Use spirit Inset to Meek whether door Of How is d level. N door is out of towel, proceed to check ran fallowing Pales: B. Check If 'Supped Beackds' and guiles ere bad. M If A' and 'S' check od all fight, roe dew all the way up and sae N contain rob up swtght an drums. End d dowshw d he sgwna II cam shaped. go to Section S. D. Models M1, 232, 233, 234, M: H a0 d sm a0mo check wA and coon Is roe mass Nor 12 Out of level, the fohowng posted of Gamin stmighmning may be red. The fong side Of the weain wn be shrunk as faeswa: Roe dear all the way dawn. On Mae outside ofthu dar cortain is a seal aide line' wide Thb sap holds the came square. Take a smshi h e and slightly defenses strip rote corrugated n3. A small ar mmt in each of the bond We dba Dow wrmn w01 shank on Nat aids i DOOR DOES NOT ROLL UP STRAIGHT A Check all Palms In Section 1. B. An ammat]" soiWan W carted me coning door is W raise and wreln up to the slope and ddwdno which aide of the bottom argot louses Um stops OrsL C. Secure hand rhea. remove guides, towerwr- Wn down to Hoar IdmL Install a drum wedge an else of Me door from which the bottom angta touches Test. D. Proceed to Sap 9 W farman the door Guides. E M problem cominues, oomo2tactary. INSTALLATION OF REPAIR PANELS 1. FOR ALL DOOR MODELS Demnnina the number of sleets which need to be replaced Starting from the bbumn of door curtain. Omlackeearm give ctabin[thofshs. When Wooden. phase (le, bdgot of Heel old Woodenandoor )ad,- bo0orru. bottom and ow Umnried'mm, etc) T. REMOVE DAMAGED SHEETS A S,, m doer in We We down pmhion by gaup she du. an thn chain mosherpr by wedging a saoog piety of wood or pipe it hale al Ne and Or to% against bracket When door shoat Is ad LIM No door wD have a stroftp mnldenryto mg up S. Ransom d0ar guides. a Cut off assuaged fraud. (see Diagram 23). S°Bm a straight rote and tart door sheet on using nibldws. 0. Cut the sldegricokg and remove damaged showls). 3. W6TALLUEVJSIIEET(S) A Game new sheet in locatmt as shown. S Grit holes far ti: da rivet, (I301 a W O.G. lop ad botom wA Mdse. POP duet as yw go. 0. Torn sideslip as laimac Doalap weagnbber3 corrugations Install the bullets and dvoM Trhn PVC Rubber ea close as possible to the nearest stupid. � u AhD 1 G Arm 4 ONE Ties RNET B 1 DE f0E ° ` a vved•:"s ASTA Door Corporation PHONE: 770-974-26DO FAX: 770-974-1465 WEBSITE: www.astadoorcom 9/20/2018 Florida Building Code Online h2G B=Home I Log In i UserRegistiatlnn I HocToptc SubmitSordtarge StatsaFags Pubkamns I COMMUs I BCISSIteMap I uti¢ j sears db a I�'Jll Product Approval USER: PubPc User pmducr Aocrwal Menu > pmdva or Aoollcation SearN > epollcaHon USC> Appll®tlon Detail I RECEIVED 1. _ FL # FL27403 Application Type New I- MAY 16 .Ii9 Code Version 2017 Application Status Approved ST. Lucie County, Permitting Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Finall Quality Assurance Representative Address/Phone/Email Category Subotegory Compliance Method Carports Anywhere Starke S.E. County Road 221 Q5-002--, Starke, FL �A�1� f�hodom@carportsanywhere.win 'EWE FOR Brendle OdDm CODE COMPLIANCE hodom@ce carportsanywhere.m ST. fLUCIE COUNTY Structural Components Structural Wall SCAEN ED St. Lucie County Evaluation Report from a Florida Registered Architect or a Licensed Floridi Professional Engineer Evaluation Report - Hardoopy Received Florida Engineer or Architect Name who developed the Terrence E. Wolfe Evaluation Report Florida License PE-44923 Quality AssuranceEntity PRI Construction Materials Technologies, LLC Quality Assurance Contract Expiration Date 06/13/2023 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 FL27403 RO COI Letter of CertiflWtion.0df Standard Year ASTM E 1592 2005 ASTM E 330 2002 https:fAvww.floridabuilding.org/pNpr app dtl.aspx?param=wGEVXOwtDquHOEZYwe%2bOsAuSaRIO%2fsNjldto6lC%2f%2bLV98RAA3xJ6YA°/aid%3d 112 9/20/2018 Florida Budding Cade Online r ProductrApprpval Method Method 1 Option D Date Submitted 06/18/2018 Date Validated 06/19/2018 Date Pending FBC Approval O6/27/2038 Date Approved 08/15/2018 Suniumai,watProducts FL # Model, Number or Name Description 27403.1 Hampton Rib Wall Panel Hampton Rib Wall Panel over open Framing Limits of Us Installation Instructions or use in HVHZ: No FL27403 RO II Hampton Rib Wall Panel Secured.pdf Verified By: Terrence E. Wolfe, P.E. 44923 Approved for use outside HVHZ: Yes 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 Secured.udf Created by Independent Third Party: Yes Install per Manufacturer's Details. Not for use In HVHZ Zones. 27403.2 Resi-Lap Siding Wall Panel Res] -Lap Siding Wall Panelover open Framing Limits of Use Installation Instructions Approved for use in HVHZ:.No FL27403 RO tI Resi-Lao Wall Panel searred.pdf Approved for use outside HVHZ: Yes 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 4'-0" o.c. -37.0 psf at 4'-0° o.c. Install per FL27403 RO AE Resi-Lao Wall Panel secured.�df Created by Independent Third Party: Yes' Manufacturer's Details. Not for use in HVHZ Zones. E9 Next Contad Us :: 2601 alalr Stone Road. Ibllahassee R 32399 Phone: 95O487-1824 The State of Florida Is an AA/ES0 employee.. Coowl°ht 7007-7013 StaN of Flodda.:: f.S3r9 statement :: ArcessikInN Statement :: Refund Staleme 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 electronb his entity. induced, contact the office by phone or by tmdltional mall, If you have any question., pleas. contact ese.4a7.1395. •Pursuant to Section 455.275(1 itahaes, effective October 1, 2012, flualu uas licensed under chapter 455, F.S. in=pmNde the Department with an small address If they have one. The mall d may be used for offldal communication with the licensee. However small addresses are public record. It you do not wish to supply a personal address, pleas the Department with an small address which can be made available to the pubna To determine If you are a nrensee under chapter 455, F.s., please Odic hjoi Product Approval Accepts: ©.� Ni MM r e securitym TRies- https9Avww.floddabuilding.org/prlpr app d8.aspx?pamm=wGEVXQwtDquHOE2Ywe%2bOsAuSaRIO%2fsNjldto6iC%2f°/.2bLV98RAA3xJ6YA%3d%3d 2/2 R 1'• M�� 4 ,..5 gas Home Log In User Re9kMuan HatTapitt 5WI4t S-NMe SLals Crags Pbrcatlam ConlactUs 1: BCLSSIeFlap LLda Scanh t` r I,a `I USoduct Approval db PmEaRAvomvai Mr�>proElrtarAvvlicaion SprN>povlru tPon Llst>Appnedon Detail FL FL27402 _ COPY Application Type New '+ l Code version 2017 Application Status Approved Comments Archived REVIEWED FOR Product Manufacturer Carports Anywhere CODE COMPLIANCE Address/Phone/Email 1085E S.E. County Road221ST. LUCIE COUNTY Starke, FL (352) 468-1116®/1 bodom@carportsonywhere.com C��..88f'� Authorized Signature Bandie Odom - bodom@arportsanywhere.com Technical Representative Address/Phone/Email SCANNED Quality Assurance Representative BY Address/Phone/Email St. Lucie County Category Structural Components Subcategory Roof Deck Compliance Method Evaluation Report from a Florida Registered Architect or a Ucensed Florida Professional Engineer Evaluation Report- Hardapy Received Florida Engineer or Architect Name who developed the Terrence E. Wolfe Evaluation Report Florida Ucense PE-44923 Quality Assurance Entity PRI Constructlan Materials Technologies, LLC Quality Assurance Contract Expiation Date 96/23/2023 Validated By Gary Hartman, P.E. I Validation Checklist- Hardmpy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By j Sections from the Code Product Approval Method FL27402 RO COI Letter of CertiR tl n Rdf Standard Year ASTM E 1592 2005 FM 4471 1992 Method 1 Option D httpsIA&ww.floridabuilding.org/pr/pr app_rig.aspx7param=wGEVXQwtDquHOE2Ywe%2bOsJNKRVGZO%2f8UxBWJ%2f6gjZTtctZclmp4BYwa/3da/aid W2 .,.. �.... .....� may .,..... ...,��,,. Date Submitted 06/18/2018 Date Validated 06/19/2018 Date Pending FBC Approval 06/27/2018 Date Approved 08/15/2018 -5ummarV of Products F Model, Number or Name Description. 27402.1 _ Hampton RIb Roof Panel Hampton Rib Roof Panel over Open Framing _ units of use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-57.3 psf Other. See evaluation report forvarious design pressures. Install per Manufacturers details. Not for use In HVHZ Zones. Installation Instructions FL27402 RO If Hampton Rib Roof over Open Famine Secured.lidf Verified By: Terrence E. Wolfe, P.E. 44923 Created by Independent Third Party: Yes Evaluation Reports FL27402 RO AE Hampton Rib Roof over Open Framing Secured.pdf Created by Independent Third Party: Yes IBM C.MR0tUX:: 2601 elm'Stone Road. Tallahassee R 32399 phone- e504ay4924 The $talepr Oo da Isan AA/EWemploye,.Soaydoht7po>dol3 5tateornadda.::PMatv5mMment:: ACQsdbfpN SmtemenL': Relpnd SMtement Under Florida law, email addresses am publla recrrds. If you do not want put e-mail addmss released in resptime b a publk-records regwsQ da nvt zend elertronte mail M this entity. Instead, cants¢ the office by phone or by traditional mall tf you have arty quecions, pieaze nnbld 850.497.1395. •Pursuant to Section 455.275(1), Flodda Statutes, ertertive prober 1, 2012, nnnsees licensed under chapter 455, FS. must prodde the Deparbnent with an email address 7they have one. The emails provided may be used for Wide 10nunuNaUon with the puree. However email addresses are public record. If you do not wish to supply personal address, please prov14a the Department with an email address vdddr an be made available to the public.7o detemine U you am a Inmate under Chapter 455, FS, please dirk bg . Produet Approval Acceptst M Rim ER M ,�ecuritjr>,17xicw7 https:IAvww.floridabuilding.orglprlpr app dtl.aspaflparam= GEVXOwtDquHOE2Ywe%2bOsJNIMVGZ0%218UzBWJ%2f6gJZTtetZclmp4BYw%3d%3d 212