The URL can be used to link to this page

Home My WebLink AboutProduct Approval'617/2017 Florida building Code'Online pr scls-Nome Log in User kegisimuo-n'. ;Not Topia Submit surcharge $tatr & Facts d'b,-prdlProuctApproval Usek:.,Pubiic.Usec Product Aoi owai M- P.nL > product or Aveliatim Seara$ >. APPIIcation Ust y A&rtcation Detail FL # FI 9555- -4, Application Type Revislon Code Version 2014 Application Status Approved Comments - Archived ,Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email' Quality.Assurance RepresetitaGve .Address/Phone%Email, Category SUbcate-gdry! 'Compliance .Method Publkanone ' FBC Staff Sps Site Map links ( Seardl' 'UNION' CORRUGATING COMPANY 701 S.,KING'ST. FAYETTEVILLE, NC 28301 (930) 483-0479, Ext 256 jstieby@unioncorrugating.com John Stieby jstieoy@,uniontorrugating.com Structural: Components Roof Deck Evaluation. Report from. a Florida Registered. Architect or a Licensed Florida Professional Engineer V. Evaluation, Report - Hardcopy Received Florida Engineer or Architect Name who developed Bala Sockalingam the Evaluation Report Florida License PE-62240 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration: Date 12/31/1020 Validated By Yoosef Lavi; P.E: Validation Checklist-- Hardcopy Received Certificate of Independence F1.9555 �R3 COI Certificatelndeoendence.odf. Referenced Standard and Year.(of Standard):, Standard. Year ASTM E1592 2001 FM 4470 1992 UL 580 1994 Equlvalence of Prodact:Standards Certified, By Florida Licensed Professional Engineer dr Architect F7 9555 R3 Eauhi TestEduivalent 'C1999 'Atli odf FL9555 :R3 EouiV TestEaulvalent C1999 '8-odf Sections from the Code _ File U015V https:/Avww.floridabuilding:org/pr/pr_app fl.aspx?param=.wGEVXQwtDgtvOROQkZA5RE8EOgiiUd7kfspeFEUQhk%/ d " 9%3 , rRM2017 Product,Appmyal Method .Date. Submitted Date Validated DatePejnding F6C Approval; Date Approved Suffimarv-of Products Florida SUldiingCodii Online Ke�thpd 1 Optio D u3n4/20s 03/99/1015 0612312015 FL# Model, Number or Name Description 9555.1 [SV.,Panel 2-9 •ga.; 24' widej throu gh fastened. panel,over woo supports Limits 'ofUse Installation Instiuctioris Apprpyied,fqr, use in HVHZ: No :FL9555 93"17 EvaluationF.' Approved for use outside HVHZ: Yes V _ .1 . outside . , �ei-M60 By: Bala Sockalingam, OE 62240- Impact Resistaint: N/A Created by Irfdepehddht-.Thl4PiJrty: Yet: Design'Pressure: +N/A/--70.25 EvaluationReports : Other- UpliftJoad,of -70.25 psf-6 support spacing of 149 ox. FL9555 R3A Ev uaEl6rikeoortci944-3:odf. 'Created. by Independent Third Party: Ws�' ga,., 36'yWvde, through _fastened panel over steel W6b,ofts Lkniis qf.Use f iiisiination Instructions Approved'for use in HVHZ,- No, FL9555, Rj- lT:EvaluatidnRe66rtCjq99 4,pdf APprovdd for use outside HVHZ: Yes Verified-BV: Bala Sockalingam4PE r 62240 :Impact Resistaint: N /A dike'd by IndependentThlia Paity-, Yes Design Pressure: +N/A/-47.2 Evaluation Reports: Othem Up!ft joid,pf,47.2 psf Q qrtspA0pg of 60" o.c. support FL9555 R3 AE, FOluationP, bortC!999 Ar3df _ Fl-9555-113 AE LSC1999-74;pdf, Created by,Indepqndent.Th1rd-'l?arW. Yes 9555.3 Masteillib Panel 20 1 ga., - 36" wide; through fastened p-anelo - v er steel . I supports orts Limits of Use, Installation Instructions Approvedfoeuse-In HVHZ: No ;,FL955 113-11-Evaluatio;JfWaorl:0999 5. bdf, ,Approv - ed Wnuse,ouislde' 14VHZ-.. Yes Verified BV:'Bala SockalingamPE:6224Q- Impact Resistant: N/A Created by independent Third Party: Yes Design PsSurei --27.11-:37.7 Evaluation Reports Other r. . Design load of 27.14 -37.7 pkt At support spacing,of . K9556m AE EvaluationllenoKC1999 S,r.)d 4, o'.' C. EL9555ll3 AE,LSC1999 5,r)d Created by Independent Thlrd Party: Yes 9555.4 Miii 1 Panel 29 ;ga_36n wide,, through fastened panel over wood supports; Limits of Use -installation Irsiructions Approved for use in HVHZ: No FL9555 RIM ;EviiluatlonReDortC1999 6.odf Aoprovedf& i�se 6uts1de'HVHZ: Yd§ ------- Verified By.: gala S6ckalin46Tn PE-662240 - ;MPA;t Resistant: N/A. endent Third Created by Indep Mid Party: Yes Dekign Pregsum +27.1/-36;2 . Evaludtion Reports Other, Des Ign load of 27.1 & -36.2-pst at support spacing' of FL9555 ki- AE � EyMuatidnRe 40 ox. FL . 9555,R31AE". LSC1999 .- 6j) df Created byIndeppridentThl , r.d Party: Yes 9555.5 MastdrMbTanel. 29ga.,36"wide, ttiroughfastened panel over nbm.-I"54W' wood supports Limits of Use installation instructions Approved for use hi HVHZ; No .-FL9555 111 IT: -Eva luat"OhRepo rtC1999 7.od Approved for use outside HVHZ-.Yes Verified By:,Bala Sockalingarn PE 62240 :ImpaciReiJst6n-t:',NjA-- 'treated by inddpend6htThird Party: Yes Desl4n.Pretsure:, +N/A/-138-.9 Evaluatl n :6thiir: Uplift load of 138.9 psf @ §pppqrt spacingof 24�1 o.c. •FL9555-R3Te'!0=6atlbnkeooft-7 Ci949 ,'6df Created. by Independent Third Party:-Yot .26 ga., 36"_w1de, - . through . fastened' . , . panel I over steel supports Limits ofUise.' Installatioiri Instructions AoOr6ved-for use in HVH;t- No FI 9555 Ftj JT E4uaf1bn§eo6riC1999tnd Approved for use outside.HVHZ:, Yes Verified By: Bala, Sockalingarn. PE 62240 Impact Resistant: NIA DesignPressure: 4-N/A/-52,5 , Created by IndependentThird - frd Party., Yes Evaluation Reports, Other:: Uplift load of 52.5 psf @.support spacing of 60.187" iFL95 5 R3 AE.-EGaluationReoortC1999 B,pd Created'by Independent Thlrd'Party:`Yti hdmllvMw.floridabuild'ing.prypr/pr_appjU,.aspx?par--GEVXQWtDqtvQROQkZA5RE8EO qzi 2J3 617/2017 Florida Bi ildng Code Online: Contact us :: 2.601'131alr stone Road.'Tallahessee FL-32399 Ptione: 850-487-18Z4 The.state of, norlda Is an AA/EEO employer. Caoyriaht 2007-2013 State of Florida,:•: Pdvacv Statement ••, Aecessibfllty Statement c: Refurd Statement• under,Fiorida law, email -addresses, are public RCOrds. If you do not want youre-mail address released in response to a public -records -request do not send electronic mail to this entity: instead, contait the office by phone or by traditional mail. If you have ;any questions;_ please contact 850.487.1395: 'Pursuant to Section '455.275(1), Florida Statutes, effective October 2, 2012, licensees licensed under. Chapter 455; F S, must provide the Department with an,emall address if they have one. The emails provided may be used far offidal commuNotion.with the licensee. However emailaddresses ale public record. If you do not wish to supply is parsonal address,' please pmvide the Department with an email, address which can be -made available to the public. -To determine If you area, licensee under chapter 455, FS., please didc hgM. Product_ApprovalAccepts:_ Credit Card Safe I - r https:/iwww.floridabuilding.orglpr/pr app dtl.aspx7para n=wGEVXQwtDgtvOROQkZA5RE8EOgziUdl7kfspeFEUQhka/o3d; 313 EVALUATION REPORT OF UNION CORRUGATING COMPANY '26 GA. MASTERRIB PANEL' OVER STEEL SUPPORTS FLORIDA BUILDING CODUTH EDITION (2014). FLORIDA PRODUCT APPROVAL FL 955&2-R3 STRUCTURAL COMPONENTS ROOF'DECK Prepared For: Union Corru9 atibg,C-bm-paAy P. O. Box 229 Fayetteville, NC 28362 Telephoner (910).483-0479 Vdx: (910) 4834897 Prepared By.:; Bala Sockalin gam, Ph.D., P.E. !Florida Professional Engineer #62240' 6 N LangWg Ave., Siuite.0 Tulqa,,OK 14106 Telephone: (918),492;..5992 FAX: (866).366-1543 This report -consists of Evaluation Report (I Pages including cover) Installation Details (I Page), Report No. C19994 Date: 3.10.2615 FT..9555.2-R3 C 1099-4 3.20.2015 Page 2 of 2 Manufacturer: Union, Corrugating Company Product Name: MasterRib Panel Panel Description' 36" wide coverage with 3/4" high ribs at 9" o.c. Materials: Minimum 26' ga.; 80 ksi .steel.. G_ alvanized coated steel (ASTMA653). or Galvalume. coated. steel (ASTM A792). or painted 'steel (ASTM A755). Support Description:. Miri 16 ga., 50 ksi "steel: (Must be -designed by others). Slope: 1/2:12 or• greater iiiiaccordance with FBC 2014.Section •1507.42 Design Uplift Pressure: 47.2 psf @ maximum'support spacing of-6.0" o.c. ,(Factor of Safety 2)- 'SupportAttachment: #12-14 _x 1_' long self drilling screws with washers At end supports. @ 3:5"-5,:5"-3,5" o.c, across panel width At intermediate supports @ 9"' o.c, across panel width Sidelap .Attachment: '/a"-14 x 7/8" long. SDS with washer @ , 3011 p.p.. Test Standard's: Roof assembly .tested in . accordance with ASTM E1552-01 `Test Method for Structural Performance of Sheet Metal Roof and Siding Systems by Uniform Static Air Pressure Difference' -and FM 4:470 'Section 5.5 `Resistance to Foot Traffi`O. Code Compliance: The product described herein has demonstrated compliance with FBC 20,14 Section 1507.4. Product Limitations: Design wind loads shall. be determined for each project :in accordance with. FBC 2014 Section .1609 or ASCE 7-10 using allowable stress design. The maximum support spacing; listed 'herein shall not be exceeded. .The design uplift pressure for reduced support spacing may be computed using rational analysis prepared by a Florida Professional ..Engineer or based on Union Corrugating load span table. This product is not approved. for,use in the High Velocity Hurricane, Zone. Fire classification is not within scope of this Evaluation Report. Refer to FBC 2014 Section 1505 and current approved 'roofing -materials directory for fire ratings bf this product. ,Supporting, Documents: ASTM E1592 Test Reports Farabaugh Engineering and Testing Inc Project No. T163-06, Reporting Date .6/7/0--6 FM.4470 TestReport ENCON Technology Inc C1583-2, Reporting Date 7/24/08 PANEL FASTENER 'SEE PANEL SIDELAP',_ SIDELAP FASTENER @. 9" D.C. iDErAIL _ @ 30" D.C. 9 O.C. " �. ;MASTERRIB PANEL INTERIOR. SUPPORTS / I - MIN .16 GA. STEEL (DESIGNED BY OTHERS), PANEL FASTENER ® SIDELAP 'FASTENER, 3.5°-5.5"-3.5+' O.C.. O. 30" O.C, " PANED -END •SUPPORTS II MIN 1& GA. :STEEL ,(DESIGNED. �BY OTHERS) TYPICAL PANEL, :INSTALLATION ,X_SECTION, MASTER RIB PANEL PANEL FASTENER © 9" D.C. SIDELAP FASTENER' ® .30" 0'.C. PANEL FASTENER. `3:5"-5.5"-3.5" O.C. MIN 16 GA. 'STEEL (DESIGNED BY .OTHERS) SIDELAP FASTENER MASTERRIB, 1/4."-14 SDS WITH PANEL. WASHER.' 30''O:C: PANEL FASTENER 912-14 x 1; LONG SDS WITH WASHER MIN 16 GA STEEL (DESIGNED BY OTHERS) 'PANEL SIDELAP MAX,6V O.C: (SEE LOAD SPAN'TABLE FOR ALLOWABLE. LOADS AND SPANS) SECTION. VIEW GENERAL INOTES: 1'. ,ROOF PANEL -HAS BEEN DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE (FBC). - 2. ROOF. PANELS SHALL BE 26 .GA; (L = 0.011"). 'EFFECTIVE COVERING WIDTH OF PANEL = 36'!. 3. 'ROOF PANELS SHALL BE INSTALLED OVER STRUCTURE A5 SPECIFIED ON THIS DRAWING. 4. REQUIRED', DESIGN WIND LOADT SHALL BE DETERMINEDFOR EACH PROJECT. THIS PANEL- SYSTEM MAY - BE 1NSTALLED'WHEN THE_ REQWRED.'DESIGN WIND LOADS ,ARE GREATER THAN'THE-ALLOWABLE DESIGN' LOADS. 5. ALL FASTENERS MUST BE IN ACCORDANCE WITH- THIS DRAWING' & THE FLORIDA BUILDING -,CODE. IF A. DIFFERENCE OCCURS BETWEEN THE MINIMUM - REQUIREMENTS 'OF. THIS DRAWING .& THE' CODE, THE CODE: :SHALL 'CONTROL. 6. SUPPORTS MUST BE DESIGNED TO WITHSTAND ,WIND ,LOADS- AS REQUIRED 'REQUIRED FOR EACH, APPLICATION AND ARE,THEI-RESPONSIBILITY OF OTHERS. 7.:PANELS MAY SPAN BETWEEN EAVE TO RIDGE SUPPORTS OR RAKE TO'RAKE. SUPPORTS. V t5O n. z w-�, ' P-: ni o a •60z.l' a.; w zW � m �moYjv W' U V15 0 W D- 0. Z. a. W 1cX c X IL " w,' Z. iom I 12 V iE Lti e) _ " ca OF .1 note - it _:..mot ^ r- Q s I'. o eHeYg asout.�fsvpl o9pku+V159Fill o—WaPrn" - Honda - r Product'Approval USER: Public User IS Produit Approval Menu > Product or Application — Search > Application List > Appllcatlon.Detail FL # FL9555-113 Application Type Revision Code.Version 2014. Application Status, Approyed Comments. Archived' — Product Manufacturer, UNION CORRUGATING COMPANY Address/Phone/Email 701 S. KING ST. FAYEffEVILLE, NC 28301. (910) 483-0479 Ezt 256 istieby@unioncorrugating-.com Authorized Signature John Stieby jstleby@ti ni bnco rrugati ng. com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category St?ucttiral Corimponents. Subcategory Roof Deck Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed 'Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Bala Sockalingam the Evaluation Report Florida License PE-62246 Quality- Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 12/31/2020 Validated By Yoosef. L.avi, P.E. Validation Checklist - Hardcopy Received Certificate of Independence. FL9555 R3 COI Certificat6independence ndf Referenced Standard and, Year (of Standard) Standard Year. ASTM E1592 2001 FM 4470 1992 UL 580 1994 Equivalence of Product Standards, Certified By Florida Licensed Professional Engineer or Architect 'FOS55 R3, Eauiv TestEauivalent C1999 :3T7.bdf FL955S 111 Eauiv TestEouivalent.,C1999•8.Ddf Sections from the Code File Copy https:l/www.floridabi ilding.org/pr/pr app dtl.aspx?parain=wGEVXQWtDgtvOROQkZA5RE8EOgziUdlAfspeFEUQW/Ad 113 6/9/2017 Florida Building Code'C ne Product Approval Method Method .1,Option D Date. Submitted 03/23%2015 DateValidated 03/24/201.5 Date Pending,FBCA_pproval: 03/29/2015 Date Approved 06/2.3/2015 Summary, of Products' FL.#:' _ Model,Numbe_rorName Description 9555;1 5V Panei; 29'ga,,,24"'wide, through fastened 'panel ovet Wddd supports - Limits of Use - -- - Installation Instructions Approved for, use'in,HVHZ:,No EL 555 R3'II Evaluation466i(C1999'-3:5dP Approved for usg-outside HVHZ: Yes Verified By:, Bala Sockalingain'PE 62240 Impact Resistant: N/A. Created tiy`,'Independent Third Party: Yes. Design Pressure +N/A/ 70.25. Evaluation Reports Other: Uplift load of,.76.15 psf @ support :spa.cing'of:24" 9 c. ;FF 955S R3 AE EvaluationReoortC1999 3 bdf; Created by,Indep6nclerit Third ;•Party:. Yes 9555:2 MasterRili Panel 26 ga.,.36" wice, through fastened panef over steel -supports Limits of Use Installation Insttuctions Approved, for use in;HVHZ: No sss Al II EvaluationReobrt0999-4 bdf. Approved.for-use outside HVHZ:'Yes ' . Verified By: Bala Sockalingam, PE 62240 Impact Resistant; ,N/A Created by Independent7hird Party; Yes• Design Pressure Evaluation Reports Other: Uplift load of 47.2 psf @ support spacing of'60" o:c. FL9555 R3 -AE- EvaluationReoortC1999=4 adf Fl 9555 R3 AE 'LSC19994:Ddf Created by Independent Third Party: Yes 9555.3 Maste"rRib Panel 29.ga.i. 36" wide, through fastened panelbver steel supports Limits of Use- Instructions Approved. for use in HVHZ:,No-' _Installation FL9555 R3 II'!Eyaluefionit 66rt 1999=5 i5df Approved for use'outside HVHZ: Yes, Verified By:-Bala'Sock6lingam PE 62240, Impact Resistant:, N/A Created by Independent'Thlyd; Party: Yes Design Pressure +27-.1/ 377 Evaluation Reports. Other: Design load of .27 1_ 4 37.7 psf at support spacing;of F 9555 R3 AE EvaluationReoortC1999� 5 odf 48 * FL9555 R3 AE ,LSC1999 56dE Created .by Independent Third Party: Yes 9555:4. •asterRib Panel 29 ga., 36," wide, through•fastened.,panel over- "supports M LiMits.of Use Installation Instructions Approved for use in HVHZ. N'o . Fi 9.5s R3' ! EvaluationReoortC1999 6 odf Approved fdJ u'se.oui,kde HVHZ: Yes Verified'By Bala Sockalingam PE,62240 Impact Resistant:, N[A. ^ , Created by `Independent Third Party: Yes Design Pressure+27:1/ 36 2 Evaluation Reports 6ther.,Design.Goad.of271 &, 36._2;psfat, supp6it- spacing -of F 9555I R3 AE EvaluatonReoortC1999 fieodf 48_"•6.c:. FL9555 R3 •AE LSC1999 '6.odf, Created: by Independent Third Party: Yes 9555.5 _ MasterRib Panel 29 ga., 36" wide, through fastened panel.over noin.. 1",x 4" wood supports Limits of Use - Installation instructions - - Approvedforusein:HVHZ: No FL'9555 R3 II Eyaluat(6nReoO tC1999 7:dF.° a Approved.for use outside HVHZ:.Yes Verified' By: Bala. Sockalingam PE 62140 ,Impact Resistant: N/A Created by Independent Third. Party: Yes Design Pressure: +N/A/438.9 'Evaluation Reports! Other: Uplift load,013619,psf @ support spacing of 24' •o:c. FL9555 R3 AE. Eva IUatlDnRejY6AC1999. 7,64 Created by IndependentThird Party: Yes .9555.E PBR Panel 26,ga:, 36" wide,_ through'fastened panel.over,steel supports Limit§ of Use Installation'instructions Approved for use in HVHZ: No F0555 R3 ..f, EvaluationReoortCi999'"8 odf' Approved for use outside HVHZ: Yes Verified By Bala Sockalingam PE 62246 impact_ Resistant:. N/A created ,by Independent Third Party: Yes; Design Pressure: +'N%A/ .52:5 Evaluation Reports . Othe_ r: Upl ft.load of 52 5 psf @support spadng:of 60.187" . FL9555 R3 AE tvaWai166Re6or C1999 B odf' o,�;, Created py'_Tndependent Third`Party: Yes httpsJ/www:floridabuildingorg/pr/pt app_dtl':asw?param=wGEVXQwtQgtvOROQkZA5RE8EOgziUdl7kfspeFEUQhk%3d 2/3 6/9/2017 Florida Building Code Online C6ntact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 'The State of Florida is an AA/EEO employer. Copyright 2007=2013 State of Florida.:: Privacy Statement :: Accessibility Statement;:: Refund Statement Under Florida law, emall' addresses are public records. If you do not want your e-mail address released In response_to a'publirrecords request, do not send electronic mail to this entity.. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective, October 1, 2012, licensees licensed under, Chapter 455,.F,S. must provide the Department with an emall.address If they have one. The emalis 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 t.vith an email address which can be made avallable to the public. -To determine if you are a licensee under Chapte-r 455, FS_ please click here . Product Approval Accepts:. Credita Safe SCGLI I1MM ETR I CS' https:/Awvvw.floridabuilding.org/pr/prapp dtl.aspx?param=wGEVXQwtDgtvOROQkZA5RE8EOciziL dl7kfspeFEU.Qhk%3d 3/3 EVALUATION REPORT OF UNION CORRUGATING COMPANY 126 GA. MASTERRIB' PANEL' OVER STEEL SUPPORTS FLORIDA_BUILDING CODE 5TH EDITION .(2014) ,FLORIDA PRODUCT APPROVAL FL 9555.2-R3 'STRUCTURAL COMPONENTS ROOF DECK Prepared For: Union Corrugating Company P. O.'Box.229 Fayetteville, NC 28302 Telephone: (910) 483-0479 ,Fax; (910) 483-8897 t Prepared By: Bala Sockalingam, Ph.D., P.E. Florida Professional Engineer #61240. 1216 N Lansing Ave., Suite C Tulsa,, OK 74106 Telephone: (918) 402-5992 FAX: (866), 3664543 This report consists of Evaluation Report (2 Pages including cover) Installation Details, (1 Page) ReportNo.. C1999-4 Date: 3.2062015 FL 9555.2=R3 C 1999-4 3.20.201'5 Page 2 of 2 Manufacturer: Union Corrugating Company Product Name: - MasterRib Panel Panel Description: M." wide coverage with 3/4." high ribs at 9" o.c. Materials: Minimum 26' ga:, 80 ksi ,steel. Galvanized, coated steel (ASTM' A653) or Galvalume coated steel (ASTM A792) or painted steel (ASTM A755). Support'Description: 'Min'16 ga:, 50 ksi steel. `(Must be.designed by others). Slope: 1-/2 12 or greater in accordance with FBC 2014 Section .1507.4.2 Design Uplift Pressure: 4'T.2 psf,@ maximumsupportspacing of 60" o.c: (Factor of Safety = 2) Support Attachment: #12.14:x 1" long self drilling screws with, washers At end supports @, 5:5"-5.5"-33' ox. across panel width Atintermediate supports. @ 9" o c: across panel width Sidelap Attachment: '/4'-14 x 7/8" long SDS with washer @ 30" o.c. Test Standards; Roof assembly tested in accordance with ASTM. E1592-01 'Test Method for Structural Performance of Sheet Metal Roof and Siding Systems by Uniform Static Air Pressure :Difference' and FM 4470 Section 5.5 `Resistance to Foot Traffic'. Code Compliance: The product described herein _has demonstrated compliance with FBC 2014 Section 1507.4. Product Limitations: Design wind loads shall be determined for each ,project in accordance with FBC 2014 'Section 1609 or ASCE 7-10 using allowable stress design. The maximum support spacing listed herein shall not be exceeded. The design uplift pressure, for reduced,support spacing may :be computed using rational analysis prepared -by a Florida Professional Engineer or based on Union Corrugating load span table. This -product is not approved for use in the High Velocity Hurricane Zone. Fire classification is not within scope of this Evaluation Report. Refer .to FBC 2014 'Section 1505 and current approved roofing materials directory for fire ratings of this product. Supporting Documents; ASTMB1592 Test Reports Farabaugh Engineering and Testing Inc Project No. T163-06, Reporting Date 6/7/06 FM 4470 Test Report ENCON Technology Inc C1583-2, Reporting Date 7/24/08 INTERIOR :SUPPORTS MIN 16 GA. STEEL - (DESIGNED BY:OTHERS) END SUPPORTS MIN 16 GA: STEEL - (DESIGNED' BY OTHERS) MASTERRIB PANEL MIN 16 GA. STEEL - (DESIGNED -BY OTHERS) PANEL FASTENER SEE PANEL SIDELAP SIDELAP, FASTENER ® 9" D.C. DETAIL _ ® 301" O.C.- �9' D.C.--{ MASTERRIB PANEL / PANEL ':FASTENER '® 3.5-5.5"-3.S" 0' C. MASTERRIB PANEL TYPICAL :PANEL INSTALLATION X-S.ECTION, PANEL FASTENER ® 9" O.C. SIDELAP FASTENER MASTERRIB PANEL 1/4."-14 SDS WITH PANEL FASTENER WASHER ®30" •O.C. 2-14 x• 1" LONG E1S WITH WASHER MIN 16' GA. STEEL. (DESIGNED BY OTHERS) PANEL SIDELAP SIDELAP 'FASTENER O 30" O.C: SIDELAP FASTENER PANEL FASTENER ® 30" O.C. /_ 3.5"-5.5"-3.5" D.C. MAX 60' O.C. (SEE LOAD SPAN TABLE FOR ALLOWABLE LOADS AND SPANS) SECTION VIEW GENERAL NOTES: 1. ROOF 'PANEL HAS BEEN DESIGNED IN ACCORDANCE' WITH THE FLORIDA BUILDING-CODE.'(FBC)., 2. ROOF 'PANELS SHALL BE 26 GA. (t = •0.017"). EFFECTIVE ,COVERING WIDTH OF PANEL = 36". 3. ROOF PANELS SHALL BE INSTALLED OVER 'STRUCTURE AS 'SPECIFIED ON THIS DRAWING. 4. REQUIRED DESIGN WIND LOADS SHALL BE DETERMINED 'FOR EACH PROJECT. THIS PANEL SYSTEM MAY NOT BE INSTALLED WHEN THE REQUIRED DESIGN WIND LOADS ARE GREATER THAN THE ALLOWABLE 'DESIGN LOADS. 5. ALL FASTENERS MUSTBE IN ACCORDANCE' WITH THIS DRAWING "& THE FLORIDA BUILDING CODE.. IF A DIFFERENCE OCCURS BETWEEN- THE MINIMUM REQUIREMENTS OF THIS DRAWING & THE CODE, THE CODE SHALL CONTROL. 6. SUPPORTS MUST' BE DESIGNED TO WITHSTAND WIND LOADS AS REQUIRED REQUIRED FOR EACH APPLICATION AND 'ARE THE: RESPONSIBILITY_ OF OTHERS. 7. PANELS 'MAY SPAN -BETWEEN EAVE TO 'RIDGE SUPPORTS OR RAKE TO .RAKE SUPPORTS. 0 0 U ryjM W U. N N F Cm. O Q Z_N d = Z W Mf a: —00 y cr Y �S V.. U Ln [�.O Z orn J W ¢' 41 m, a cc 3F3{{ 3J^ O AZT 1 OF 619/2017 Florida Buildipq C.odb Ofililrid ..... . . . . . . . . rrGOUP Op st �Si-& prqfes�- oo#"Re g .B.CiS.-Harne 1. Log 1ri I User Registration J. Hot Tbpjqs I. Submit Surcharge Stats & Facts I Publications I FBC Staff, I Adq-,S'lte;-Map- I LIO's I search_ F I d lod a WrdduIt Approval d USER: Pu- User Pmdjpct Apytoyal Menu >'Pmduct or Agolication Search > Appli6tion List Applic6tio-ii Oetall FI-17996 Application. Type New: Code Version 2014' Applic0tion Statlus, Approved *Approved. §y DBPR. Approvals - by DBPR shall be. reviewed and ratified by the POC and/or'the Commission If necessary. Comments? Archiv6d Product Manufacturer Ellkir.Dbdr and Meta[ Company, Address/Phone/Email 1215 Pope Drive' Douglas', GA 31533, (912) 49.3-2215 ' d ryarber( ry6elix1r. mc,com Autho6zed Signature g-nakute Randall Yarb&rry ryartieVrY@elixiecimc:com. Te#hical Repeesefitative, PTc Product Design Group AO&ess/Phb'nd/Email PO Box 520775 LofigWoqd,'FL 32752 '321',6904788 foC I n a, ptc-corp.c6rn, Quality. Assurance Representative Address/PhorielErnail, ,Category Extedor'boors Subcategory Swinging,Extpri-or boor A:s,se.mblies Compliance Method 'Giftifidation Mark or Listing CertIfIcatIonAg!qnc�. American Architectural' Manufacturers Association Validated l By American Architectural. Manufacturers Association Referenced Standard and Year (Of Standard) Standard Year At6rm E330 .2002 Equivalence of.Produict.Standards 'Certified By Product Approval Method Method Option A Date SUbmitfed' 08/26/2015 Date Vailidalted, 09101/2015 rue COPY http�sY/www.fidridabuifdjng.prgipripr �a pp_dfirT!�— .as�x?parawO[��/k.OwtDqutiuhtqK2`/*2bd3R*/`2b*/`2bN�/�2f8qogP(nb4DVuk Tip1Q36HZQ%3d%3d 1/5 6191201T Florida Building Code-Ohline• Date Pending FBC Approval �Date.ApproJed 09/07/2015� .Summary of Products ;do to Page 0 10 FL"#. Modei;.Number orName . i7996:'1 Series-_202 20S Steel boor l mits of Use: - — - Approved for use in HVHZ: ,Nbl Approved for use outside; HVHZ: Yes Impact Resistant:. No Design Pressure: +30%-30 Othefe ® 9,• Page 1 / 2 Description Series 202=205 Steel O:S.'Door w/ •Vertical Slider 1Nindow Certifcation'-Agency, Certificate - 7996 -R0 C 'CAC EXR 202-205 Vertical Slider ,ASTM' E330 Qlus5,odf Quality, Assurance Contract Expiration Date 12/03/2018 Installation instructions_ FL17996 'RO II ELX0034 Rev A Series 202-205 SS od_ f. Verified By:- Robert 3. Amoruso,,-.PE FL PE No, 49752' Created, by Independent Third Party: Yes Evaluation Reports 'FL.17996 .RO AE-PER 1642' Rev3 -415=0705 ss.o_df' 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 ImpactResistant No Certification Agency --Certificate FL17996 `96 C 'CAC EXR 23D 1N9 Cottage. ASTM E330 185151, Quality: Assurance Contract Expiration Date 'Design Pressure; +30/30 Other: 12/03/2018 Installation Instructions; Fi_37996 •R0 II EUX0033 Rev :A Series=230• W9- SS:6-d Verified Byi Robert 3: Amoruso; PETL PE No.. 4975-2 Created,by,Independent Third'Party: -Yes' Evaluation -Reports, - FLI7996' RO AE PER- 1642 Rev3 -415-0705 ss-bdF '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 FL17996 RO 'C CAC -EXR 402-14 E330 pius5.odf Quality,Assurance Contract Expiration Date, Impact Resistant: 'No, 09/14/2020. Design Pressure: �+40/-40 Installation instructions Other: �F i 7996 ` RO IT E1-IX0050 REV -A OS MODEL-402-14 ss 6df" Verified, By: Robert 1. 'Amoruso, PE; FLPE No.,49752 Created by, Independent Third Party: Yes Evaluation Reports' FL17996-R0- AE:'PER 1951 iRevia-415-0705 'ss.odf Created by Independent Third, Party: Yes 17996.4 - - . 2 Serves 402--205 Vinyl Steel Out-swinging,Regular Door- 20." sliderwindow Limits, of Use /Approved for use in HVHZ: No, Approved for use outside_HVHZq Yes Impact' Resistant: No Design'Pressure:,+40/-45'. Other: CeitificationAgency Certificate FL17996 R,,C CAC EXR 402=20S'E330' olus5.odb QualityAssurance Contract Expiration Date 09%14/2020' Installation I_ nstruttions FL 1700-o 4 0' it,ELIX0051'REV-A OS'MODEL-402=20S-,ss.bdf Verified By:: Robert I Amoruso, PE FL -PE No, 49752 Created by Independent Third Party.: Yes Evaluation Reports FL17996 RO AE PER 1951 Revla'415-0705�ss.odf Created by Independent Third Party: Yes 179%6 S Series 407 Vinyl Steel Out -swinging- Regular Door - Blarik ,(no window), kiinits of Use Approved for use in HVHZ: No Certification Aency Certificate F A7996'-RO C -CAC. EXR 407�E330 DIusS.odf Approved forpse-outside HVHZ Yes Quality.Assurance.Contract Expirationbate Inipact Re-sista�: N'o 09/14/2020 Design P'ressureg +40/,45 'Other: Installation Instructions' 'FL17996 RO II ELIX0052 REV -A- OS MODEL 407 ss:bdf. Verified .By:; ,Robert 3: Amoruso, 'PE ,FL PE' NO. 49752, iCreated by Independent Third:Palrty: Yes. Evaluation Reports FL17996 R0'•AE •PER• 1951 •ReV1d-"415=0705'-ss o_tlf Created by: Independent•Third'PartyYes, '17996.6 Series 430 W9 Vinyl Steel Out -swinging Regular Doorr 9-�ite.VVintloiv (1'8" z.3'0"), httpsJhvww.floridabdid'ing org/pr1Pr_al?P dtl.asp0param=wGEVXQwtDguTluhTgk2%2bd3R%2b%a2bN%2i8fjOsPmbLDVuk9zgTp%2FpQ96HZQ%3d%3d 2f5 " 012017 Florida Building Code Online Limitsof Use Certification A'gericy Certificate Approved for -use in HVHZi' No F .7996 RO it CAC EXR'430-W9 E330 ol'us5:o8f_ • Approved for use: outside HVHZ Yes Quality Assurance Contract'Expirationbate Impact Resistant.'No 09/14/2020 Design Pressure. +33/ 40 InstallationInstnutions', ._ O_ t_h_ em :FL17996 RO II ELIX0053 REV=A OS MODEL 430=WO' ss.odf! Verifled By: Robert J. Amoruso, PE'FL PEA No 49752--- Created by-Indepehdent,Third Party: Yes Evaluation Reports �r1nag6.'RO`AE 0ER'.-1951�•ReVla.-415-070.5_ss,odf. Created by Independent.Third Party: Yes ottage. Series 6400-W9 Non -Impact Inswing.Pa'inted Steel Door' - - Door 17996.7 Senes i6400 W9 .0 w/Storm Limits of Use Approved for use i_n. HVHZ !No' Approved foie use obtside.HVH& Yes,, Certification AgencyCeftifickob ;FL17996 RO'-C-'CAC EX. 6400!.E330 olus5:odf Quality Assurance_ Cotract Expiration Date Impact;Resistant:; No Design;Pressure �+66/.-56; Othere 09/16/2019 Installation Instructions _ FL17996 'R0, H. ELIX0056 ReV-A, Is MODlHf j400=W9 wrrH STORM DOOR'ss,odfi Verified By: Robert J', Amoruso, .PE FLPE No. 49752 , Created by IndependentThird Party; Yes Evaluation 'Reports 1-17996"RU AE PER 1954 ReJ2 415-0705'ss'odf- Created;by Independent Thi'rd'Party: Yes 17996.8 96des'7560 Oval; Series7500 NonTnipact,Inswing VinyI:,LaminaIted Steel Door W/Adjustable Threshold. Limits of use Approved for,gse'in,HVHZNo Certification Agency Certificate F1 17996 ROC CAC 'EXR,750O Oval 2_S adiustabl6:threshold E330 plus5:odf Quality.Assurance:Contra`t Expiration Date 09/17/2019 installation Instructions' - 17Q96 RO I1 ELIX0055 Rev A IS MODEL'7500 OVAL-21. Approved f e-iise outside HVHZ. Yes Impact Resistant: No Design Pressured +34/-50 . Other:. WITH ADJUSTABLE THR_ FESHOLD-'ss.ndf ' ' - Verified ,By:.:Roberf J. Amoruso, PE FL PE. No. 49752 Created 6y Independent Third Party: Yes Evaluation Reports FL17996 RO A PER .1955-Rev2 415-0705 ss:pHf, Created by, Independent Third Party; Yes 17996.9 Series._7500 Oval Series 7500 Non -Impact Inswing Vingl'Laininated Steel Door-. w/Storm Door,and PVC,Jam6s Limits'of'Use ,-Approved for use in HVHZ: No Approved for use o_ ut-Mi:16 M: Yes Impact Resisi"i:-No Design Pressure +SQ/--50 .Otfier• Certification Agency certificate FL17996 RO IC CAC EXR' 7500 Mml23 0330 blus5'odf Quality Assurance Contract Expiration Date 09/16/20T9, Installation_Instructions FL17996 RO II ELTX0060 Rev : -A IS MODEL STR 7500 23 OVAL. ,WTIH STORM DOOR 'ss:odf. Verified By Robert J. Amoruso;. PE FL PE No. 49752 Created by IndependenHhfrd Party: Yes. Evaluation Reports FL17996 RO AE PER 1955 Rev2 415-0705 ss off;. Created bilridependent Third; Party: Yes IZ996.10 8eries;8400 W9 Cottage, Series_ 84,00-W9 Non -Impact Oval Inswing Vinyl, Laminated Steel Door w/Storm Door Linits'of Use Approved for use in HVHZ: No Approved for use -outside HVHZe Yes, Certification Agency Certificate R17996 R0 CCAC. EXR,8406 IMP alus5.odf Quality Assurance Contract Expiration Date Impact Resistant: No Design Pfdssi.re:: +50/=50 Other. - 09/16/2019 Installation Instructions FL17996 RO 11 ELIX0057,Rev-A.Is MODEL `8400-1N9 OVAL W)TWSTORM DOOR ss:odf Verified By: ,RobertJ.-Amoruso,,.PE FLPE,No.'4975Z Created by Independent Third 'Pa_ity:;Yes Evaluation. Reports iFL17996 RO 'AE 'PER 1954 Rev2 '415 0705 ss odf Created by.IndependentThird Party.: Yes 17996:11 Series 9000 Seriep-9000 Non-Impkt`Insw,ing Vlnyl;Lamlhated, St-eei: Door w/Storm Door Limits of Use Certification Agency Certificate - Approved for:u§e in HVHZe No FL17996 RO' C CAC EXR• 9000 50 Eh6' olus5 odt Approved:foruseoutside HVHZg Yes QualityAssurance`Contract Expiration, Date httpsJ/www.floridabuilding.brg/pr/pr_app_dtl.aspz?param=WGEVXQwtDquTluhTgK2%2bd3R%2b%2bN°/q:MOsPmbLDVuk9zgTp"/o2fpQ36HZQ%3d%3d :3%5 6/9/2017 Florida Building Code Online Impact Resistant:. No Design Pressure: +50/-50 Other: 17996.12 I Series 9.400 Cottage Limits of Use Approved for -use in HVHZ: No. Approved for use outside'HVHZ:.Yes Impact Resistant: No. Design Pressure, +50/-50 Other: 09/16/2019 Installation Instructions FL17996 R0- ii EUX0058 Rev -A IS BLANK 9000 DOOR W: , STORM DOOR ss.pdf Verified By: Roberti. Amoruso, PE FL PE No. 49752 Created by Independent Third PartyYes Evaluation Reports, FL17996 RO' AE PER 1954' Rev2 ,415-0705 ss.odf Created by, Independent Third Party: Yes. Series 9400-W9 Non -'Impact Inswing Vinyl Laminated Steel Door W/Storm Door Certification Agency Certificate ,FL17996 RO C CAC EXR 9400•E336'131us5.pdf Quality Assurance' Contract Expiration Date 09/16/2019 Installation Instructions FL17996•'R0, II ELIX0059 Rev -A- IS MODEL 940049' COTTAGE W: STORM DOOR ss.pdf Verified By: Robert J. 'Amoruso, PE FL PE No.. 49752 'Created by Independent Third Party: Yes Evaluation Reports. by Independent Third 17996.13 Series AFIF7N Series AFIF7N Non -Impact IS Fiberglass Door Limits of Use Certification Agency Certificate Approved for use'in HVHZ:.No Fl 17996 RO 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/-3B Installation Instructions. Other: 'FL37996 RO II ELIX0040 AFIF7N-BFIF7N• RevAl SS:odf. Verified By: Robert 3. Amoruso, PE FL PE No. 49752 Created by Independent Third.Party: Yes Evaluation Reports F117996 RO •AE PER 1952 Rev2 415=0705 ss.pdf 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 RO C CAC EXR AFOF7N E330 plus5.bdf Approved for use outside HVHZ:, Yes Quality. Assurance Contract Expiration Date Impact Resistant: No: 09/14/2019 Design Pressure: +38/-38 Installation Instructions. _ O_ th_ er: FL17996 RO II' EUX0042 AFOF7N-BFOF7N RevA 'ss odf Verified By: Robert J. Amoruso, PE FL PE No. 49752 Created by Independent Third Party: Yes Evaluation Reports FL17996 RO AE PER 1952 'Rev2 415 0705 ss.pdf 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 Impact Resistant: No Design Pressure: +25/-25 Other:. Certification Agency Certificate FL17996 RO C CAC' EXR AVIE E330' ylus5;odf QualityAssN urance Contract Expiration Date 04/05/2020 Installation Instructions FL17996 RO II ELIX0047 AVIF7N-BVIF7N RevA ss.pdf Verified By: Roberti. Amoruso, PE FL PE No. 49752 Created by Independent Third Party: Yes Evaluation Reports ,FL17996 RO 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 'RO C 'CAC EXW AVOF7N -E330 'dlus5 odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/06/2020 DesignPressure: +21/-21 Installation Instructions Other: FL17996 7996 'ROB II ELIX0048 AVOF7N-13VOF7N RevA ss.pdf_' Verified'By: Robert 3. Amoruso, PE FL PE No.. 49752' Created by Independent Third. Party: Yes Evaluation Reports• FL17996 R0 AE PER 11953 Rev2 415-070S ss.odf' Created by Independent. Third Party: Yes 117996.17 Series BFIF7N I Series BFIF7N Non -Impact IS Fiberglass, Door J hUpsJ/www.floridabuilding.org/pr/pr app_dtl.aspx7param=wGEVXQwtDquTluhTgK2%2bd3R%2b%2bN%2f8fjOsPmbLDVuk9zgTip%2fpO36HZQ%3d%3d 415 ,6(912017 Florida Building Code Online Limits di,USe-' Approved for useIn.HVHZ_:'No1 Approved fof us - e'dutside HVHM Yes Impact Resistant:: . N'O� Verified By: Robert. 3 Amoruso, PE FL PE No., 49752 .Created by ' IridevendentThit.d Party: Yes Evaluation Reports, 17996.18, Sdffeg. BFIRS Series BFIF7S Non -Impact: is, Fberglass'French Door Lirn its of Us e' Certification Agency Certi fkatet Approved useln HVHZ: No, JFL17996 RO - C 'CAd- EXR BFIF7S E330 OlusS.-adf -Expiration proVied fdVuse side HVHZi Yes Approved -6tib Quadity Assurance Co atria. Date Im pact 11�41sta nt: N' I I . - P., 0 9/15/2019 Design Pk6ssfilre: +3p/"38 Installation Instructions Other: FL17996 RO, 11 ELIX0046 BFI S kevA:Jss;odf Verified By: Kobeft ];.Amqruso, PE FLPE'.No•t 4975.2' Created by Ind6iiefid6nt Third Party: Yes�, Evaluation Reports FL17996 96 AE: PERJ9521 11&2'415-6765 ss.ridf- Created by1ndeperiderif Third Party'Yes 179 . 96, 19; .... Series, BFORN gefies BF0F7N Non -Impact OS Fiberglass Dbor Ufnifts of Use ApproMg0'fqr,q!Kq in HVHZ:, No Approved f6rIfse'loutsi e Yes Certification Agency Ceirtificate FL17 96 ROC CAC 'EXR BFQF7N 15130 jplw.od Qyalit Contract ExpirationDate V Assurance 3n_ipqci.R,0sip!?ljpt: No, Design PiesFsure: +301-30 04/0612020 Ihstallation instructions, 11179b6116_jf, kIX0042APOF7N43F6ffN Re VA gs.pdf, Verified, By: Robert]: Amoruso, _PE FL PE No. 49752 -.Created by Ind6perident.Third.Party: Yes Evaluation Reports- FL17996 110 AE'PM 1952- Rev2 415z070S ss.pdf' Created by. IndependentThird, Party: Yes 17996.20 SeriesOVIOS Series BV163S- Nori-Impact Single inswiiij Door W/Fi)(ed Lrte Insert .and Outswing, Storm, Ocior brinitt ofUse -Approved for use, in H.VHZ:'No! use'6utsidd.HVHi:' *s- Impact,Resistant: N Design Pressure :'4-65/-15S Other. certiftication Agency peqificatiB F� FL17996.'RO C-CAC E R BVI(553i�.3k plusiS.pd Quality Assurance Contract_;Expiration Date 12/17/2021 Installation- Instructions FL17 96 WR EUX0061 BV163§ keykss-bd Verified BY: Rbb.ertl.Amoruso; P.E. FL.PE No. 4.9752' Created by Independent Third Party: Yes evalu'ation"ReportS EL17996-1117 AE,PE11 2244 Rev2 415-6765 ss-Odf: Created by Independent Third Party: -yes" do to,Page Paige: 1,j., Contact Us 2601 -Blair Stone R65d, Tallahassee FL 37399 Phone: 850-487-1824 • The Stafe-of FldHdS li an AA/EEO iimploygr- COintright 2007-2013 State of, Florida.:: Privacy Statement Accessibility -Statement Refund- Statement Under Florida law, -email addresses are public records. If ydu'8o not want your e-mail address released In response to;.a public -,records irouest; do not send elec"nlc mall to this'entitV. Instead,', contact the -office.by'phone.or by traditional mail. It -you have any questions, please contact 80.487,1395. -Pursuant to.Sectlon, 455.275(l), jFlorlda statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. -must provide the Department with an email address 0 they have: one: Th6 emalls'or6lded Fhajibe.iKed far official communication with the llcensee.'However email addresses. are public record. If •y u do hot wishto SUPPIY personal address, please,provide the Departm6nt with ca an email address which n be ma -de available to the public. To dele"Ine if, you arealicenseeunder lapi-ll 4SS,'F.S., please dick figre. _Product ApprovalAccepts,. Crddit Card Safe h _U i&rldabuildirig.orgtpr/pr�,�po.q�.aspi�param�-wOEVXQ�4tD%uTlu R%2bO/,,?bM�/��,2f8qpoPffibLD.Vuk9zqTip�/�* '/o3d*/`13d,, 55 ttpS Mql(2% ELIXIR, DOOR. & METAL NCO. 'MODEL 407 IOTON-IMPACT OUTSWING to = E- VINYL. LAMINATED STEEL. DOOR . INSTALLATION" ANCHORAGE DRAWING GENERAL NOTES: I. THE PRODUCT ANCHORAGE SHOWN HEREIN IS DESIGNED 5. IN AREAS WHERE WINDBORNE DEBRIS PROTECTION TO COMPLY WITH THE CURRENT EDITION OF THE REQUIREMENTS EXIST, USE OF AN IMPACT PROTECTIVE FLORIDA BUILDING CODE (FBC) EXCLUDING HIGH SYSTEM COMPLYING WITH THE FBC REQUIREMENTS FOR VELOCITY HURRICANE ZONE AND THE DESIGN WINDBORNE DEBRIS REGIONS IS MANDATORY FOR THE PRESSURES) STATED HEREIN, PRODUCT HEREIN. - Ia. THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED 6. FRAME MATERIAL' ALUMINUM ALLOY 6063•TS UPON SIGNED AND SEALED TEST REPORT DALLAS; DOOR PANEL MATERIAL• ;09 MIL VINYL LAMINATED LABORATORIES, INC, 944278 AND ASSOCIATED; GALVANIZED STEELOI6' SKIN WI URETHANE FOAM CORE, LABORATORY STAMPED ORAWINGS. ,7, DESIGNATIONS STAND FOR THE FOLLOWING: 2. ADEQUACY OF THE EXISTING STRUCTURAL 2X FRAMING X: OPERABLE PANEL OR STEEL FRAMING AS A MAIN WIND FORCE RESISTING 0: FIXED PANEL SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE. ^8. HARDWARE:. FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER A. HALF HINGES: (4) 6063-TO EXTRUDED ALUMINUM OR ARCHITECT OF RECORD. B: LATCH LOCK: KEYED C:_ DEAD BOLT: SINGLE_ CYLINDER 3.1X-A4D 2X BUCKS (WHEN USED) SHALL BEDESIGNED AND - ANCHORED TO PROPERLY TRANSFER ALL -LOADS TO THE: .0. SEE SHEETI FOR DESIGN PRESSURE CHART. .STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD., 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROMTHEREQUIREMENTS DETAILED HEREIN, A LICENSED. ENGINEER. OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTSFOR USE WITH THIS DOCUMENT. DESIGN PRESSURE RATING (PSF) IMPACT RATING WHERE WATER INFILTRATION_' REQUIREMENT IS NEEDED WHERE WATER INFILTRATION REQUIREMENT IS NOT NEEDED .NONE " •• t +40.01-4S.0 **UNIT MUST BE INSTALLED BENEATH AN APPROVED OVERHANG 'TABLE OF CONTENT SHEET DESCRIPTION- S GENERAL AND .INSTALLATION NOTES '2. ELEVATION, ANCHORING LAYOUT 3 VERTICAL CROSS SECTIONS, 4 HORIZONTAL CROSS SECTIONS INSTALLATION NOTES: .O 1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH 5: ,MINIMUM EMBEDMENT AND EDGE DISTANCE. EXCLUDE U ANCHOR.LOCATION.. WALL FINISHES, INCLUOING BUT NOT LIMITED TO - STUCCO, FOAM, BRICK VENEER AND SIDING.1`4 2. THE INSTALLATION ANCHORS AT THE SPACINGS SHOWN IN o Z ARE THE MINIMUM NUMBER OF ANCHORS AND MAXIMUM' 6. INSTALLATION ANCHORS SHALL BE INSTALLED ANCHOR MANUFACTURER'S U C SPACINGS TO BE USED FOR PRODUCT INSTALLATION,- ACCORDANCE WITH E„I m NCO INSTALLATION INSTRUCTIONS AND ANCHORS SHALL e) W LD r—o z 50_z .3. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR_ 'NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS IN THE 0 WITH LOAD BEARING SHIM(S).. MAXIMUM ALLOWABLE THAN THE MINIMUM STRENGTH SPECIFIED SHIM SIZE OF 114 INCH, SHIM WHERE SPACE OF 1116INCH 'ANCHOR SCHEDULE -THIS SHEET. GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED J C .OR OF HIGH DENSITY PLASTIC OR BETTER. 7. 'INSTALLATION ANCHORS AND ASSOCIATED HARDWARE q O a .MUST BE MADE OF CORROSION RESISTANT MATERIAL 0. 8 4. ANCHORS FOR INSTALLATION INTO WOOD FRAMING OR OR HAVE A CORROSION RESISTANT COATING. p r Z ~ z 14GA. MINIMUM STEEL FRAMING SHALL BE AS SHOWN IN N W a• ZZ C >ANCHORSCHEDULE' THIS SHEET: N � .0a O D A aWe w� 0> 4 N ANCHOR SCHEDULE SUBSTRATE DOORFRAME TYPE SIZE MANUFACTURER ANDTOR EMBEDMENT EDGE, DISTANCE ANCHORCAPACMES TYPE' ;' - SPECIFICATION (IN) (IM 11112l BAg®ON SHEET .,MRJ. 3 METALISTEEL ASMEB18.6.4' I THREADS MN.33-KSI YIELD ,TUBING 14 GA FIN (Z BPR) PAN HEAD 13 N0., (TAPPINGSCREVy ;PAST INSIDE 3/r STRNEGTH. kN.I SURFAGEOF THICKNESS- F SUBSTRATE ANSI B18.6.1 VMD :SCREW) VW OD WITH A MNIMIM 2X WOOD FIN (Z•BA.R) PAN HEAD NO.8 OR. 1" 117 SPECIFIC GRAVITY OF FRAMING ASNE B18.6A OA2. (TAPPING SCREW] NOTES: . 1) FOR WOOD ORTAPFINO SCREWS IFSPLMG IS A CONCERN, DRILL 0.082' PLOT HOLE(DRILL SIZE46). 2) EDGE D49TANCE MEASURED FROM EITHER SIDE OFANCHOR TO EDGE OF SUBSTRATE, RobertJSAmoruso; P.E. FL P.E. No. 49752 •"yui7w„� Eo �i Ye ov�aW� Digitally signed by Robert.1, Amonw ON:cn-RobertJ.Amoruso,o, - ou-PTC Product Design Group, emall=roberteptc-corp.com; c=US Datr. 2015.08.05 09:49:56 -000' 35 11M6' MAX. O 'FRAME WIDTH 34 SM' MAX. DOOR PANEL WIDTH kJ742' X 79 314' 78 3/4' MAX. OA. MAX- FRAME DOOR HEIGHT PANEL HEIGHT EXTERIOR VIEW I #8x21I2'WOOD #8 x 1/2' I SCREW SCREWS l ENTRY DOOR STRIKE DETAIL {MOOD FRASIE SUDSTRATE ,3'MAX (TYP.---►(`� 4' MAX. (TYP.) 4 LOCK ASSEMBLY (REGULAR DRIVE-IN)-- IS LOCATED APPROX. 38' ABOVE E 4 BOTTOM OF DOOR LEAF AND THE DEAD 4 -' BOLT ASSEMBLY APPROX. 42' ABOVE BOTTOM -OF DOOR LEAF. SEE STRIKE DETAILS THIS SHEET 34' MAX. HALF HINGES WI 98 X 3/4' SCREWS (TYP.) 48 TAPPING SCREW. SCREW MUST BE OF SUFFICIENT LENGTH TO I PENETRATE(3)THREADS, MINIMUM BEYOND STEEL TUBE. ENTRY DOOR, STRIKE DETAIL ST ELTUDINC SUBSTRATE+ I W MAX. O.C. (TYP.) —3' MAX. (TYP.) 10' MAX. O.C. (TYP.) SILL ANCHOR SPACING SAME AS HEAD SPACING ANCHOR LAYOUT EXTERIOR VIEW ANCHORING NOTES: 1. MINIMUM NUMBER OF ANCHORS IN JAMBS IS 13. ANCHOR SPACING VARIES, BUT NOT. TO EXCEED. 10' MAXIMUM O.C. 2. :MINIMUM NUMBER OF ANCHORS IN HEAD AND SILL IS 7. ANCHORSPACING VARIES, BUT.NOT TO •EXCEED 10' MAXIMUM O.C. m a 0 n a U) E 0 I Z F� 0 ci W. In no Lm ~w O W W pi a•`� oz zm 0 v OJ Oa W p Z o> all .� Robert J. Amoruso, P.E. FL P.E. No. 49752 Digitally signed by Robert J. Amoruso' DN:cn=RobertJ. da eK? Amoruso,o, srµ? ou=PTC Product '' sE. rW3 Design Group, `O-•' E °�' emall=robert@p ctorp.wm, r-U Date: 2015.08.05 09:50:06.04'00' cn N O O m m o 0 -41 m m Z_-�im pXo zm '3Xzy z3zUOmoOmoo im Wm 0T T .nc 0 a zx zx N m m Z N m -zi o pv1 �A c� c: C� z m m yvyy� m A A ►] 2 21•—D7� A ym �Q j0 m t o �p z r z a a [-o y_�N m 00 '' 00 Zm rnN m rn �. 'y. X Gpja m Zm a z 4z �c = oZ 0 N y N in y O r. Z=0 Cm x _ -4 0 T? m� m im mzzm � Tc 0 a �, Z 7 nn ZA ZOt4 y-3 m m irydi aA0�w z - Z 7--, C. � m r m - > r 22 Z� L Q Sro t �.� ' "�� z� � 0F.. zch D m 03 _2? Z 0 m < M. 0 m x� p m ELIXIR DOOR &METAL CO. 3air W 1215 POPE. DRIVE DOUGLAS. GEORGIA 31533 MODEL 407 NON —IMPACT OUTSWING �,`,;�;• ;s r�' - . In • VINYL LAMINATED STEEL DOOR' 2 VERTICAL CROSS C O cx<vun:onc murmmr: ' TJH - osnre •02 24 12 • U,�:� :a 4 " N'� N.T.S. durmar+o:- - ELIX0052 A UPDATE TO 2014 57H EOf110N FEc a/a/�s NJA v. .7 3 g c m —'Z 0 g rter.anarasuwn.,.re PEV: A SkEET. 3 OF 4 nev oescwvrm�' wrs m c ruzl"9 '� . N N9 `8. ru eo•crrn sira•iiu rareram u:e,�¢vdr® D' N oT i zA SD m m Zv -! v :Z z w z n 0-S 0, 00 ? O O ►� ice. 'z Om OQ� Z mm. m ��nn F ~ G1 ycc g c0 zx i mz cr z 04t m=mPr to�j3 m? BOO ca C m D { M m Z CA y 5DMR N X m °• ;mO N 0 3y z0 v m?, z 00 m z cm -� m = m� Xm m m z0 OA 0m Tn O i Z>; m 0 A 1� Z Zl, M A cn A ZJ mD r� 0Ln( =Z0 mpD Sm X ►�+ N 7 a V! 0 0 < yH °N mZ �� cnm. m �� Zm' m �z ay a C. cr my �n ir O co �v m -3 >n C17 m I m a Nm m _ a..7y Zm� I �Z 0 �y T Im 3 � j ? 3 'f+1 ►w �O � Op, 0G) 1 mO 00D 03_ (r-O op O Z .n D Z ZD o °c. Z m m? Fi '➢.� N m a m O_ :Z 70C Zm. ZO ZA (vA/lT 1 Z > 0 m' x O A v ELDCIR .DOOR & METAL. CO. � 415=0705 2 -. 1215 POPE DRIVE m ,'or°, DOUGLAS, GEORGIA 31533 - - - - m MODEL 407 NON -IMPACT OUTSWING 'VINYL LAMINATEDSTEEL DOOR, 0 R, : °r VERTICAL CROSS SECTIONS - .i 0 �' �,F: 2 1'My'ALDbT.' UNA4W— W1F: c o q�,°+� ,� - TJH ,02 29 12 1, 3 'cl S a N m 1 5e4e; N.T.S. av�w°Ga . ELIX0052 UPDATE TO SOH mmoY 2014 FOA -_ 9/J/15 filA 0o neem°erpu>�mma�.uc ra.calaslna• manse �v; s1�Oir. - . , N ,,�n�„ ,aacu.lo.ros ..anima+ . A 4 OF. 4 aEv ocxarwn wh ar apuNi / Florida Building Code'online !! i11 BOSS Home I Login User_Registrat! n• Ji HotTopt' i 5ubmlt Surcharge ? Stets & Facts 'I 'Pubiiutions' t FBC Staff BQS Site Map .Links 'i Seat[h Florida' _ __ Product Approval USER: Public User :t-�_d, •..'ti::4. a •_gym - - Product no�m6ai Men4.> proQutt or Aonikallon Seardi > AmIipFlon Litt > Applfeatlofizatall FL # ' Applicatiomrypg Code Version Application Status. Comments Archived Product Manufacturer Address/PhoneArnail Authorized Signature 'Technical Representative Address/Phone/Email Quality -Assurance ,iepresentative Address/Phone/Emali Category, Subcategory Compliance Method' Florida, Engineer or Architect Name who developed the Evaluation Report Florida, License Quality Assurance Entity Quallty ,Assurance Contract Expiration Date Validated'By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL8888-R4 ,Affirm_ ation 2014 Approved ASTA DOOR CORPORATION 425s MCEVER INDUS_ TRIAL DRIVE NW ACWORTH; GA 30101 (770) 974=2600 Ext208 JFRENCH3@ASTADOOR.COM' JAMES FRENCH JFRENCH3@ASTADOOR: COM James French po box 420 acworth, GA 36101do jfrench3@astaoncom . Mike.Alvls P.O. Box 426. Acwofth, GA 3b- (770) 974-2600, Ext 248 rnaIVis@astadoor.com Exterlor Doors Roll -Up Exteribr' Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report- Hardcopy Received Joseph'H..Dixon, Jr PE-7768 National Accreditation and Management Institute 12/31/1018 Gordon Thomas, P.E. Validation Chedklist= Hardcopy Received' FL8898 R4 'COI 'Financial Index 102709bdf D SMA 1 8 File C092 Sections -from the Code httpsJ/vwvw.floridatiuiIding.org/pr/pr_app_dq.aspx?param=wGEUXQwtDgtYtsw8jP6BrA1Pac%o2fuYV8Ph GtmppQ%2raE%3d 1A Florida Building Code Online httpsJ/www.foridabuilding.org/pr/pr_app o.aspx7param=WdEVXQwogtytsw8)P6BrAIPac%2fuYV8Ph0GtMPpQ%2f6E%o3d d I affirm that there are no changes in the new Florida Building Code which affect my product' s) and my products) are In compliance with the new Florida Building Code. Documentation from• approved. Evaluation or Validation Entity . ;yes No I N/A .F18888 R4 COC 35010 salf affirm 8888R3 odf Product Approval Method Method 1 Option D Date Submitted 05/20/2015 Date Validated 05/20/2015 Date Pending FBC Approval Date Approved 05/31/2015 Summary of Products. FL* Model, Number or Name Description 8888.1 203 Windlock Commercial Sheet Maximum, design pressure for 8' wide by:21' high door. Lower Door design pressures calculated for up to 20' wide by 21' high door. Limits of Use Approved for use in:HVHZ: No Installation Instructions Approved for use outside HVHZ: Yes F_i.8888 R4 II 27013 --200 Series Install sealed odf R-8888 R4 II 29031 203 E)df Verified By: Joseph H., Dixon P.E. FL.No. 7768 Created by Independent Third Party: No Impact Res[ : No. Design P ssure: +113-1Max/-1130.Maxf� Other: De -prsss s- oor.width of 16' _ +/-35.0 psf Evaluation Reports FL8888 R4 AC E11-074005 R3 022712 '0011 odf Created by Independent Third Party: Yes 8888.2 233 Windlock Industrial Sheet Door Maximum design pressure, for 8' wide by 21' high door. Lower design pressures calculated for up to 20' wide by 21' high door. Limits of Use Approved for use in HVHZ: No Installation instructions Approved for use outside HVHZ: Yes R8888 R4 iI 27013' - 00 Series Install sealed Af ,FL8888 R4 II 29031 233 odf Impact Resistant: No Design Pressure: +95.9140/-95.91VIax Verified. By: Joseph H. Dixon P.E. FL No. 7768 Other: Design pressure at test _door width of 16' _ +/= 37.5 Created by Independent.Third Party: No Evaluation Reports psf FL8888 R4 AE ER-07-0005-R3 022212 0011 ndf Created by Independent Third Party: Yes 8888.31. 320 Commercial Slat Door (20 Maximum design pressure for B' wide by 21' high door. Lower Gauge - Flat Slat) design pressures calculated far up to 20' wide by 21' high door. Limits of Use Approved for use in HVHZ: No Installation Instructions Approved for use,outside HVHZ': Yes EL8868 R4 iI 27013 300 Seri s Inctau aeaiPri rlf FL8888 R4 H. 29031 300 Seriea,ndf Impact Resistant: No Design Pressure: +138.3Max/-131.3Max Verified By: Joseph H. Dixon P.E. FLNo. 7768 Other: Design. pressure at test door width of 16' _ +42.7 / Created by Independent Third Party: No Evaluation Reports -39.7 psf FL6688 R4 AE ER-07-000 -R3 0 2217 0011 odf Created by Independent Third Party: Yes 8888.4 322 •Commercial Slat Door (22 Maximum design pressure,for B' wide by'21' high door. Lower Gauge -Flat Slat) design pressures calculated for up to 20' wide by 21' high door. Limits of Use Approved for use In HVHZ: No Installation Instructions Approved for use outside HVHZ: Yes EWS88 R4 II 27013 300 S ries install sealed adf EL8888 R4 II 29031/290 Serie .odf - -- - 'Verified By: Joseph H. Dixon P.E. FL.No 7768 Impact Resistant: No Design Pressure: +128.5Max/-121.SMax Other: Design pressure at test door width of 16' _ +41.4 / Created by in Third Party: No Evaluation Reports -38.4 psf FLgaUS R4 AE Fa-07-0005-R 022212 0011 odf, Created.by Independent Third Party: Yes 8888.5 324 Commercial Slat Door (24 Maximum design pressure for 8' wide by 21' high door Lower Gauge -Flat Slat) design pressures calculated for up to 20' wide by 21'.high door. Limits of Use Approved for use'ln HVHZ: No Installation Instructions FL8888 R4 II 27013 - 300 Series Install sealed odf 215 Florida iiluildng Code Online Approved f&.use. outside,HVHZ: Yes FL8888 R4 n 29031 300 Seri Impact Resistant:.No Design Pressure: +118.1Max/-111.1 s odf Verified'By:. Joseph H: Dixon ,P.E. FL.No, 7768 Other:. Design pressure at test'door•-width' of 16' _ +40.0 / Created by Independent Third Party: No Evaluatlon Reports -37.0 psi FL8888..114 AE, ER-07=0005-R 07&17 0011 df Created by Independent Third Partya Yes 88.88.6 418C Rolling Steel Service Door (19 Maximum design pressure for 8' wide by 21' high door. Lower Gauge .• Curved Slat) design pressures calculated,for up to 24i wide by 21' high door. Limits of Use Approved for use in HVHZe No Installation Instructions Approved for use outside HVHZ: Yes FL$888 R4 U 27013' = 400 600 Series Install sealed ndf FL8888 R4 II 27013 400C series sealer) df Verified By: Joseph H. Dixon P.E. FL.No. 7768 Impact Resistant: No Design Pressure: #132;2/-132.2 Other: Design pressure at test door width of 16' _ +/- 519 Created,by Independent Third Party: No Evaluation Reports Psi FL8888 R4 -AE. ER-07-0005-R3 022 1 0011 odf .Created by Independent Third Party: Yes 8888,7. 418E Rolling 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 Approved for use in HVHZ: No - Approved for use;outside:HVHZ. Yes Impact.Resistant: No Design Pressure:; +127:6Max/-127.6Max Other- Design pressure attest door w psf Width -Of 16' _ +/-49.3 8888t8 Installation Instructions FL8868 114 II '27013 = 400 600 Serfee indl-all tealed df FM888 R4- 17 27013 40OF series ealed odf. " Verified By.: Joseph H. Dixon'P.E—FL.No.7768 Created by Independent Third Party:. No Evaluation R®ports, FL8888 R4 AE ER-07-0005-R3 0'-717 0011 odf Created by independent ,Third. Party: Yes 420C. Rolling Steel -Service Door (20 I Maxim. Gauge -Curved Slat) m design pressure for 8' wide by 21' high door. Lower design pressures calculated for up to 24' wide by 21' high door. Limits of Use Installation Instructions Approved for use In HVHZ: No FL8888 R4 IT 27013 --400 600 Series In tall s ailed ndf Approved.for.use outside_ HVHZ; 'Yes FL8888 R4 11, 27013 400C series sealed.odf. Impact Resistant: No- Verified By;. Joseph H. Dixon P.E, FL. No. 7768 Design Pressure: +124.5Max/-124.5Max Created by .Independent Third Party: Na Other: Design pressure at test'door width of 16' _ +/-32.2 Evaluation Reports psf FL8888 R4 AE_ER-07-0005-R3 022212 0011.pdf Created by Independent Third Party: Yes 8888.9 420E Rolling Steel Service Door (20 Gauge.- Flat Slat) Maximum •design pressure for 8' wide by 21' high door. Lower design pressures calculated for up to 24' wide by 21' high door. Limits of. Use, Approved for use in HVHZ: No. Installation Instructions Approved for use outside HVHZe: Yes FL8888 R4 II 27613 400 600 Series Install sealed odf a F1�888 R4 II 2701 400E series sealed, Verified By: Joseph H. Dixon P.E. FI 7768 Impact.Resistant: No Design,Pressure: +319.3Max/r119.3Max .No.' Created by Independent Third Party: No Other: Design, pressu"re at test door width of 16' _ +/-47.7 Evaluation Repoits psf FL8888-R4 AE ER-07-0005-R3 0 2 12 0011 od_f. _ 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 R4 'II 27013 --400 600 rl '='Install sealed odf. Approved for, use outside HVHZ:, Yes FL8868 R4 11 :27013 400C Series sealed:odf 'Impact -Resistant: No Verified By: Joseph H. Dixon P.E. FL.No7768 Design Pressure: +118.2Max/-118.2Max Created by Independent Third Party: No - 6ther: Design pressure; attest door width of 16' +/- 31.6 - Evaluation Reports psf FL8886 R4 AE ER=07 0005 R3 022 1 001 i adf 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 ofVse Installation Instructions Approved for use in HVHZ: No EL8888 R4 II 2701 a 400 '600 Seriec Install sealed,df, Approved for use outside HVHZ: Yes FL8888 R4 H 27013 400F s rles sealed odf Impact ResistantE N° Verified By: Joseph H. Dixon.P.E: FL.No: 7768 Design Pressure: +112:5Max/-112.5Max Created by Independenh Third Party: No Other: Design pressure at testdoorwidth of 16' _ +/-46.4 Evaluation Reports psf .118888, R4 -AE. ER-07-0005-R3 02221Z 0011 ndf Created by Independent Third Party• Ye e I https:/lwww.floridabuilding.brg/pr/pr_app_.dtl.aspx?param=wGEVXQwtDgtytsw8jP6BrAIPac%2fuYV8PhOGtMPpQ%2faE%3d ��c Florida Building Code Online 8888.12 424E 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 Approved for use iri HVHZe No Installation Instructions 'FL8888 R4 27013 Approved for use outside HVHZ:_ Yes II_ - 400 600 Ser"ies install sealed DdF 'FL888& R4 )I 27013 400C series2Ualed,odf Verified By: Joseph H. Dixon FL No. 7768 Impact Resistant: No Design, Pressure: +iS0.8Maz/-110.8Max Other: Design pressure a_t.test door width of 16' _ +/-31.0 Created,by Independent Third Party: No Evaluation Reports psf L8888 R4 AE ER-07=0005-R3 022212 0011 odf - - Created by Independent Third Party: •Yes. 8888.13 424E Rolling Steel.Service Door (24 Maximum design pressure for 8' wide by 21'.high door. Lower g Gauge e - Flat Slat g ) design pressures calculated for up to 24, wide by 21' high door. Limits of Use. Approved for use in HVHZ: IVo Installation Instructiona Approved for use'outside'HVHZ: Yes FL8888 R4 II 27013 400'6ao Series Install sealed ndf F18888 R4 II 27013 400F Series algid df Verified By: Joseph H. ,Dixon. P.E. FL.No. 7768 Impact Resistant: No Design Pressure: +105.3Max/-305.3Max Other: Design pressure at test door of 16' _ +/-45.0 Created by Independettt,Third Party; No Evaluation Reports psf EL8888 R4' AE ER=07-0005-'R3 022212 0011 Ddf Created by Independent Third Patty: Yes 8888.14 618 Insulated Rolling Steel Serv_ ice 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 If Use Approved for use in HVHZ- 'NO. Installation Instructions - Approved for us® outside HVHZ: Yes Impact Resistant: No FL8888 R4 TI 2201 - 400.600 Sertac Instill cealeri aF ; lffg Inst . EL8888 R4 II 27012 600 series e D®sign'Pressure:.+198.8Max/-198.8Max Verified By:,Joseph H. Dixon. P.E. FL.No 7768 Created by Independent Third Party: No Other: Design, pressure attest door width of 16' _. +/-51.8 'Evaluation Reports psf FL8888 R4 Ae ER-07-0005-R3 022212 0011 odf Created by Independent Third Party: Yes 8888.15 626 Insulated Rolling Steel Service Maximum• design,pressure for 8' wide by 24' high door. Lower Door (26 Gauge) design pressures calculated for up to 24' wide by 24' high door. Limits of Use App"roved for use in HVHZ: No Installation Instructions Approved for use outside HVHZ: Yes Impact Resistant: No EL8888 R4 II 27013 - 400,600 Series Install sealed odf. 1`18886 R4 II 27013 600 series sealed. odf Design PDessuri! +187JMax/-187.7Maz Verified By: Joseph H. Dixon P.E. FL -No. 7766 Created by Independent Third Party.: No Other: Design pressure at - test door width of 16' _ +/-50.8 Evaluation Reports psf FL8888 R4 AE ER-07-00PS-113 022212 0011 Ddf Created by Independent Third Party: Yes 8888:16' 622 Insulated Rolling Steel Service Maximum design pressure for,8' wide by 24' high door. Door (22 Gauge) ,Lower design pressures calculated for up to 24' wide by 24' high door. Limits of Use Approved, for use. in HVHZ: No Installation Instructions -Approved for use outside HVHZ: Yes B,8888 R4 II 27013 - 400,600 Series Install sealed 'Ddf EL8888&'114 II 27013'600 sgtjej 5ealed.pdf Verified By:, Joseph'H.. Dixon P.E. FL.No.7768 Impact Re"sistairte No Design Pressure: +'178,9Max/-178.91VIax Other: Design pressure at test.door width of 16' _ +/-50.0 Created by Independent Third Party: No Evaluation Reports psf FL8888 R4 A -ER- 7-0005-R3 022217 0011 odf Created by Independent Third Party: Yes Back Next Contact Irs ::. Z601'81alr Stone Road, TBllahassee Fr 323 99 phone: 1350-487.1824t The State of Flodda is an AA/EEO employer. Copyright 2007-2013 State of Florida :: privac4 Statement Accessibll,ty Statement :; Refune Statement Under,Florida law, email addresses are'publld records. If you do not want your e-mail address released In response to a',publlc-retards request, do not send electronic' mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to Section 45s-275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter45S, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communlcatlon.%Nth the licensee. However email addresses are public iecord: if you do not wish to supply a personal address; please,provide the Department with an email address which can be made available to the public. To determine If you are a Iloensee under Chapter 455, F.S., please didc ie ,, Product Approval Accepts:. ®®5—® fittps1Avww.fforidabuilding.org/pr/pr.app dU:aspx'?param=wGEVXQwtDgtYtsw8jP6BrAIPacg/o2fuYV8PhOGtMPOW1.2?aE%o3d 415 Florida. Building Code Online Credit Card Safe http :lAvww.floridabuilding.orgtpr/pr app dU.aspx7param=wGEVXQwtDgtYtsw8jP6BrAIPac%a2fuYV8PhOGtMPpQ%2FaE%3d• 56 A 111td, -on 1.13fift-11IL'Uons Mod(ab 20 Ij 202, 203,204, 205j, 211, 291, 2. - 32, 233, 234, & 235 ,ASTA, Door .Corporation USE ASTA DOOR CORPORATION PARTS ONLY'- ALL OTHERS SHALL V016 WARAMM. SHOULD QUESTIONS ARISE, PLEASE CONTACT Aft DOOR CORPORATION AT (m) 974-260 14 0 2 jo 17 4 8 CHAIN CLIP 303 1 1 31 RIAGRAM �1 I ;DIAGRAM 4 DIAGRAM 5' DIAGRAM-6-1 F-51—A—GRUM—f-1 L 2 DOOR 33 1 —OPENING Steel Bulldhg Plite ter Steel Frame; Biddng Required" I DIAGRAM 8 -1 CURTAIN 'F_ � �CURTAIN p CUB_ .4 rLI_RTA=INl 2-W T-1 STEEL Oil WOOD, L HEAVY DUTY GUIDE :3- fir CONCRETEORMASUNIFY, HEAVY NOTE GLADE 'SEE STEPaPAGE4 JXV r i - 3-11 I SF1XLCRV1OOD YNOLOCICGUIDS, T__ SIM '--i CONMEM OR MASONRY . . WINDLOCK GUIDE . PARTS LIST AL L DOOR MODELS 3112jD0 MounUM Steel Plates; (Paul CHAIN HOIST I Vanes Top Shoot 3L21 3 0410 1 "Davy Duty St" Plw. to=) 48 42WW Direct Drive Coen late Assembly 2 Vanes Axle Moo MODELS: 201.20Z 203 & 204 W 49 42DIOU urect Drive Guar 3 Varfas Sodna._'K, 341 Wd" 1. COMMed0ocrSheal 50 420200 Chain Guide, Direct Olive - - - 4 Vanes Spiing.sm—, 351 1 PVC Rl,hr.q;M, r�,,,afdajffEy, S1 7301 a -ZT F)F-- 0 - , g , Hex Head BOIL 5 230 ow. C Ma 2 430000 Cast Reduction Gear Complete Assembly 5 variii - - - - MODEM- 231. 232. 234 & ZIS 531 AM01 Planetary Sixacket 2702C)l 113141110 A=4091. Bottom WealmerseaJ 36A 26GD(t2 I PVG Reb Intorn at Ong C-ar a 310 1- !D Axle Saddle Casona High Ton-AmsXsel5idesirp S5i 430103 i Idiot Gear. Cast 8 310103' Ave Saddle Stamm tciamp). 391 750403 1 PVCuLdimnwithRivet 551 430200 158 ' Idler Guar Center Assembly, 10 310102 Kadpor Plate. Standard r2 bola)--- - - S7 430M Assernbly 11 I'll 42010 __ - Kesper _IWA Exten - MODELS: 202.204. =. 234 - 111SULATELD ONLY 430ID4 Eo.g-gW2 - . 2 TMP I?F-16� oft. - 1201 26=1 1 1—tatimDaubigFotu 59 7302(12 _716' - 18 x —3- Hex Head Boll R-1 - 733103 I Z�p- - 24 x we Hex mesa Bell - 401 2604a1 MIYA"wu "I I. /Ir-lasellLarAinANLA L4 ._L42104 _J. -10 .24 Nov W lFma Th,awq 41j_ Top unart U.-Wre Wide) 61 43010B Sw Stage 1911im %750103 blue Draft I , , !62 7502D2 -116' - 18 X 11/4' Rai Head Slatted Boll lls I I JIG, - 16 Hex Nut Mal 17 MDDEI`S� K ONLY NOLOC IndkIeRC00 631 740102 l'blifi'Lortil 64 730702 1 Washer - #14x!/� Screw is 28mal Door SGa-91_&D 431 270501 I 65 1 00 Packet Whee l Can late RD 1 2801 — .7303t11] SU — U0111 Lack, �Vo 1441 720101 1 - Sit P20i:04 Pa`lawrm�ly — 21 zquzol� - _740iR 1" 14 I'a 9 Nut ! R&M— - - MODELS. 203 204 42flias 420106 5.1procicol. I - 4IB36 RoBar Chain #41 22 .1 —*/.' Wr _2700-27 253 150101 Rai Washer• - 24 410102 114^RoFa MODELS.' =5 &M - WINDSAR ONLY ELECTRIC OPERATION 25 4203 00 Hand Chan Cho 461 270wo 1 x -A Smwo Tube TO I 440000 EO rjICam plate Az*&=yj4 Old 26 .. Hard Clildn .. vPOPIUM 471 720101 fall R�jlv 71 1 Pave Sprocket. *41 P. 72 Tooth 27 760304� 1 1 Illa, ID Round Flo Washer 72 440DO2 Ral Bar Staca "naml K±Affim hlVWjBowbla ZR 42DO03 PILM �14 square tube X7/0' 29 31 FIH - 74 730IG4' �jg' 1214 ".41/2' Hen[ Hoad Bolt 30 310300 Su art Brack L LH 1400117 1 ED Kit Cmp$da New We 31 Varies DoOf Guide ls)" IMPORTANT REMARKS: DO NOT CUT THE.BIANDS WHICH HOLDWOR IN A ROLL. YOU WILL 'BE TOLD AT A LATER,TIME EXACTLY WHEN TO CUT THEM. NO GUARANTEE WILL BE GIVEN OR RESPONSiBiurivi 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 Chad( the height and width of the opening. S. Check If the jambs are plumb. d Check if the floor and header are level. D. Cheek Ste d(manslan Panel for side room and Mead room requkements. (SEE DIAGRAM s)' DIAGRAM 8 CE(uNG Raua000R 1 Z i x 6 ups 1 Its QPETaNa amOPPEEN INU = 1 Al vml - ,A2 GHT STEP #2-INSTALLI3RA-CKETS A Mark the harfzontal location of the support brackets (SEE DIAGRAM 9). B. Matk the vertical location of the support' brackets. by using a trans(t or water level. THE DOOR MUST BE LEVEL., NOTE: Ve* mirilmum headtobih jeeqquire- Monts. Dimenslon,"X". If sutfiaer entJOwthe brackets until•"Z" Is obtained.'8 the bracket is lowered more than 2" thismill reduce the open- ing height The guide height should also be' reduced accordingly; C. Drill holes and fasten the brackets with .the proper wall fasteners required to obtain a .Gild mounting. Use through, bolts on soft black or brink. CLEARANCE REOUIREMEI+fi'S HEIGHT - x - -- Y Z UP too' -a' 20' &1/2' '1P•1i2' uptoiwv 21" UP to 20'-O' 24• 12' 12' - ORIVIETVOR Al* A2 • •Shown as Left PUdr Up / Rope 6- 6' Dkektof&a 9•r 8. ;Hand . Ddvo, '9tse. Right Is OPP_ DaeG PodmtMae) Radoglimemr a• 6• Cast R.duetion Gaar. e•. it eadflc Operator, a• a NOTE: • Doors whh Heavy Duty Guides, add 1"to Aland A2 dbnenalarm. • All Windlock Doors add l" to Al and A2• Dimensions. • Note proper bracket location and provide ede- quata baddng. STEP #3 - DRIVE INSTALLATION A. Install ROPE Of kuipped) as follows: 1- Drill minimum 3/e- hole in canter of ball= angle. Thread 1/4- rope through hose and to knot in both enda., - ei. Install 61RECTDRiVE CHAIN HOIST (if Equipped) as follows: 1; Slide Direct DnaC Assembly (48) onto' door. aide. 2. Align holes hhd Install 3/a" It il)r Hex BaH.(51) through rear of and drum. S. Install316, nut (15) and lock washer (17) and tighten 6ecurely. Repa 4. Feed Hand CWn through the Drive Assembly, (SEEDIAGRAMII) 1.!.DIAGRAM 11 art C. In itall the CAST REDUCTION GEAR CRAM HOIST (it Equipped) as ttoglowa 1.. Slide round flat washer CM onto door aade 2 Slide Idler Gear Assembly (55, Sit) ono door axle. 3. Siide Plenblary.Sprad(et assembly (53) and Chain Guide Amemby (" onto door axle and over Idler gear carrier tube. 4:'Silde collar over the Idler geartube and align holes: :. Secure.wdh 6/fr," x3" hex head bolt (-% and ape' self loddng nut (fie): (SEE DIAGRAM 12) NOTE: Imp idler Goar at a 10 or 2 ddock po3idon.with tha bottom angle being at S &dock. . DIAGRAM 12 A S '�OOLER to star GEAR ASSEIUM 65,56 D, hand the POCKET .wHEE mDICRON GEAR CHAIN'HOiST Of Egtdpped) as follow= i. Install Drive Sprocket (en on preferred side using 3X x 1Ile Hrat Raft (51). 2. Slide 1" pipe space.(®) onto door axle. e. Slide pocket wheel assemby (M onto door aide and align spror3cete parallel to each other. 4. Connect drive chain (68) around tiotl sprockets using the maser t nk provided &*Ater door tension has been adjusted. (STEP a) Thghter,setscrews on pocket'whad assembly-- NOTEc "further ailjtretmeMton ct.1ri. screws must be loosened for ad)� I retghten all- ad)ustTent (SEE D _ . DIAGRAM 73 Z' �� DRIVE ASS AB Y At .� S9_W __1 V - - tvE scREw N- aS E. Install "NEW STYLE' WCTRIC OPERATOR KiT Of Equipped) as fallava: 1. Install E.O. Sprbeket•(71) to end drum of door' on prelerred,elde using 3h' x 1112" Hex Bolt - (51). 30' Nuts (15)'and i/e" Lock Washer (17). 2.. Slide ftat round waMer (27) and spring clamp assembly (5) onto door axle and secure set screw with damp and washer against bearing of site end drum. ,(SEE DIAGRAM 14) DIAGRAIN_ 14. is' 17 Instals "OLD STYLE" ELE137RIC OPERATOR krr Of Equipped) as follow": i. Remove spring clamp asseinby (6) from door. mole (d aupplled). P_ lhwd s/e x 4 r/z" bdltit (74), %fifth 3h" lock wash- er (17) through every other 3p• hofo In and drum. 3. Slide one and of flat bar brace (72) aver each bolt and than sede?14' pipe.epacer (73) over each bolt Slide opposite and of flat bar brace over the next bat In counter docwdse stator 4. Slide bearing drtmi assembly over the ttvee bolts, 5., Attach and tighten?le pat washers (se), 3]e Lack washehv, and 3A" nuns (14) to.end of G. slide round mat washer (27) and spring clamp araonmy (5) onto door axe and secure agahist DIAGRAM bearing 1 � assembly (28). (SEE New Style E.O. l(b are to be used with '-nuW and drum position, and Old Styla E.O. tots ere to be used with "reoacsed• and drum pdt ton. .STEP #4 - P051TION-DOOR ASSEMBLY I A. Place the ode damp (0) or aide tasting (0 on door supportbracket (28,30).'LIR the door esa' bty up onto the support bracket (SEE DIAGRAM' 10). Centerdoor assemply-in the opening, d sidrr ways movement Is neoeseary, be certain the door. curtalwand the rode move together.- N��' Position the door as -dose to this header As possible. Allow room to spin the doDo-not eliow- the door curtain to scrape rite header Dor.. o not use foddlfta or goals lift with unprotacw erme/totkC This can caussIrrepaiatils damage to door.curfeln; -- STEP 45. - AXLE HARDWARE A MANUAL PUSH-UP / ROPE-DRiV& (Bot11 tildes) is Place axle damp (9) onto hodmntal member of. � s&upport bracket (29,30) and underthe, door 2 'Place %.• U�6oR (12j over doorrude-and through'rode clamp. 3. Fasten U•Boh using 31j,'.nut (15j, 3n' flat wash- er (113) and 3je lock washer (17)•- tighten securely. (SEEMtAGRAM 17A)' DwGRAM 17 4.. Fasten secondarye)de clamp, axtanded keeper plate and 3/a' U-Bolt (12) using 31e loci vast. tiro Un. 3le Rd washers (1e), 3/+• nuts (15) — tighten eekaoely, (SEE DIAGRAM 17C) ti. Install stay brace (81) onto chain guide channel (M using "/-•' x 1+/4' slat he6d bolt (82) and +sod nut (60) and tighten securely: n% Fasten the Way brace to the support bracket using a (64) 014 Tait Sam and +/s•.fiat washer (23). (SEE OWBRA11117C) D- POCKET WHEEL REDUCTION DRIVE CHAIN HOIST (Drive Side) and OLD OR NEW STYLE 'KrM FOR ELECTRIC OPERATION: .1. Same steps as'Cest Reduction Drive' with the pi excelon of #5 and #8: Packet wheel mdue, tion drive and E.O. kits do not require a stay; brace: E NON -DRIVE SIDE (tor Direct Drive, Cast or Pocket Whset Reduction Dom and EO. I") 1. Piece ends saddle casting (a)ontohon"anrntsl member Of support bracket and under the door Ulm 2. Place the We damp (9) aid the standard keeper plats (10) over the door area as shwa. 3. Fasten togoitei wing Ne x 31/a' treat bob (13),. sle lock Washer (17), old bet weshera (16). and 3/a',nuts (fan thread) (14) —tighten securely. (SEE DIAGRAM-17D) NOTE: Requires a minnimu n of 40 lbs. torque to properly secure hardware, STEP # a -:PRE-TENSION SPRINGS n. Install chain dip (25) app+osimatety 4'0' above floor on chabt operated doors. Installation must be secure. B. Apply pre-tefdon to the springs by rotating the door two (2) turns in a forward direction (SEE DIAGRAM 18). The bp#orn angle is to be. In a a -o'clock position. DIAGRAM 18. . 9. DInEar DRIVE CHAIN HOIST (Drive Side): 1. Place axis euddio casting (a) onto hortmntai member of support bracket and under the door, axle. 2.',Plaez the exlo CIMP (0) and the ra dondod D. If you're unable to rotate door to pre4ension use a pipe wrench to rotate tads in opposite direction. +Mtn anti person on each side of door each per- son should ftmny place a large plpe wrarxh on the door axle en shown In DUUIRAL118. Pug dawn to 'Apply twWw IneramOntaty eta you achlwo 2 full - rotations of the door rode. Than tighten the mde Repeat Step C it adjtishneit is heomaary, keeper plate 01) aver the door axle as shown_ to extend keeper plate over thedirect drive chain guide channel (50j. S. Fasten together using 31e' x 81n" hex bolt (19), e lock washer (17), 31e' flat vimhers (16), and DIAGRAM 19 sfe- nuns (line threat!) (14).—tlgtq_ _=rely, (SEE DIAGRAM 172) C. -CAST REDUCTION DRIVE CHAIN HOIST. (Drive SIW): 1: Place the axle saddle C:asting •(6) onfo-tho sup. - - port bracket (29,30 aM uiWa the doer axle; .,•• •sl 2- Place the two axle dannps,(� and extended e48J3-vn gist* (I1) on -top of tho door aide es : 4a' c Arse' 3.' Proton wdq saddle casting. rode bump and • s,� •:' extent box ob (1 Plate togetherlock washers Usingrs i7),- 3+n• hex trolta (13), ?/e' lock washers (17);;/a' �, ttet weshem (16), and 3h' nuts (foe !Meese} (14);. —:tighten aeWrey. (SEE DIAGRAM 17C) - a �. 6 TEP47 -CUT THE BANDS ®The door to now under tension.. eefom cutting the bands, take hold of the door roll by the bottam angle. A. Cut the bende,and bring the curtain down no bather titan +N the height of the door opening. Secure, chairs over the chain retakter or wedge a wood prop between the bottom angle and the door roll to prevent upward travel - STEP #8 = JNSTALL DOOR STOPS. . •(Lift Clips) AND SLIDE BOLT LOCKS A. install the door stops (Is) -arid tine sWe baRiocJs using 1/4' X 1110 fuss head bolt (20). Ile flat" washers (23). ape nut (22), and +/4' aalf laddn8 ' nut (21) per side: B. Electrically operated doors W require door stops {list dips) tb 6e Installed. DIAGRAIA 20 ' 20 a 21 tar 22 21' '• 'te s When Installing elide brit loco; tha threads from the truss heed bolt protruding from the sell locking nut should be removed to a flush poaAton with the self fodddg nut to prevent door fmm- ianging up on the head Mops. Clamp a'pak of vice grips ono the thread and break off. STEP49 = INSTALL DOOR GUIDES A. Tho head slope on the guides should been mac than 1" higher (to bottom of'ctops) than the door header. If not, curt the bottom of the guides to match your opening helgo@ ttt end refocata slide b notch at bottom of guide. B.:Modeis 201. 2t12, 2Vh 211;291', 292, 235: Raise the door curtain so the bottom angle Is epprmd- mahty 3' below the header. Slide the guide over the -door crfalwand position agalnstthe door Opening BIioWIng 114• dowarioe from edge of cis• tafn to iisidathe guide. Install the top fasteners, iswar antatn Into guides slowly, meLntoinkng Koper clearanceand irtop at 6' above tha floor. Install bottom faa"mm. Check If the guides ari plumb, using,a Jowl. The fasteners should be located approadmetey, ever 24',eterting W front finished floor. Install balance of fasteners and bond the lead -In at the top 01 qu guide to a 43 dogma angle. (SEE DIAGRAMS S THRU 8 and--21) ' DIAf3RAlA 21 , -no*- LEAD-IN TOp C. Mode 203, 204, 238, 23-C.Uss same proondurs as - above allowing 1/0 dear*nce bsiwwat curtain and the Wlnelock spur, law the curwn into the guides showy. Be etas there Is sum clearance for the windkwk fps to enter the guldas. (sm. D)AOtiAM 7 and_S) D. For TWIndload Certified Doo)s• rarer to drowing.for tashtner/mrJor type and frequency. E., Spray dkons lul t In guJdes for am at operation ' • NOTE' Doors ordarad for conerate/moaonry application will fneluda 1/4 x 21/2'tt*cans for gude Installation. Block ceps welded to back of guide for concrete/masonry application are optional Models on Mls 201, 202, 205, 211, 231; M2, 235, Block Gips are standard for concrete/masonry application on Models 203, 204, M. 284: STE0*10 -CHECK AND ADJUST BALANCE' H door rowers easily and raises hard, mora:tarWon Is required. It the door lowom herd and raises essUy less tension Is required. (M DIAGRAM 19) FC_A_UT_10_NP Farall door drives: Before adjusting the springs, pull thoclodrs Into the up posi- tton.'Secure the door by the following methods:. 1. Tie a rope around the door roU: 2. Piece a'clamp at the tap of the guide-channsl to pecks the curtain In the guldes. A Coat Roduclon Drive Doots.Only 4 - When the a«le clamps are loosened, the chain leads will be under tenslon..Usa eXdreme care wean handling the dUn leads:, Secure both leads'of Vie chehi. to the chain retainer (25). Score a horizontal line on the axis. Loa -son axis hardware to allow IWO to spin freely: Grip both leads u>t the chain, securely, Note direction anda,must turn to, add or reduce tension (SEE DIAGRAM.19). Rotate axle as required. Seeuro both chain) ens to chain retains[ Tighten all arils hardware.. Repeatthfs ape* Lion If more or less tension Is required. B AN other doors: When the axle clamps era loosened, the springs will be very strong. You wilt need two people to adjust the door tension safely., 1. Each penwn should firmly place a large pipe wroneh on the code as shown in DIAGRAM 19. Locean the redo Campoand pull down for more tension and up for loss tension. For Pocket. Wheel Reduction Drive doors, remember to loosen set screws prior ta' ailjpstment end• retightan securely after adjustment, 2. Redghten the code camp hardware. 3. Rophrot thq above staps'lf further edj,ustment Is necessary liagln at STEP 6@ STEP #11 — TOP DRAFT STOP A. Tap Draft Stop comes standard with iJodela 2p2, 204, 23Z 234,Iruulatsd Docne. All other Models optlona4 . 9. Pull door dawn and lock Go outside and mark a fine on tha door curtails as shown. (SEE DIAGRAM 22) C. Rafso door 2'6' from floor, or, until mark Is, aebessIDie: Piece top draft st6p'(41) in *ition as shown and secure with Tek screws: Strotch rubber aligMly and secure other end. Locate and install the remainder Of Tar screws at t1' O.C. DIAGRAM 22 SERVICE AND MAINTENANCE HINTS The following hints would help you to otnatih free operation. 1. DOOR -CURTAIN ORALS iN GUIDES. A. Check that door support brackets are plumb. B.-Adjust location of guiles for Ila' --IN' side dooran'= Top and bottom. C. Door Dr mn Assembly may be sat trm dose or too far from wall Note slotted brackets for adjustment D. Check guides for forelgn moor, such as dlrt, sta. E. Check for damaged guides. F. Adjust laad•sn fiend at top inside of guiles. (SIX DIAGRAM 21) 2. DOOR OPER11 #9 HARD IN ONE DIRECTION: A. Checkoff the above polatm B. Rui-check Step No.10. C. ifproblem door has reduction drive, check 51te x s' bob (59) that goes through akle that looks idler gear carder, Ii self locking nut (60) is over tightened; It will cause the idler gear carder shalt to become egg -shaped and bind fire chain wheal: 3. CHAIN JUMPSOFF CHAIN GEAR .A. Chain Guide Assembly could be on as bade - wards. Make sure drive pane are assembled coneely. See Diagram 11, for Dfrect Drive, and Diagram 12 or 13 for Reduction Ddvoa B. Chain Guide could be pent out of alignment Writh chain wheeL C. Check for defects in cast chain Wheel or ehaln. D. On Electric Operator Doors or'Pocket Woad" Reduction Gear Doors, check for sprocket allgnmatn and proper chain tension. Also chock that set scram on Pocket Wheal Assembly are aectmelyfa WWO. 4. DOOR ODES NOT CONTACT FLOOR LEVEL A. Use spirit level to check Whether door or floor is Off level: tt door is out of IevaL proceed to check the hollowing p64hts: ,& Chock ff Suppart Bmrdkata' and guides are level. C. It Pi and `B' check out all right, toil door NI the way up. and Bee It cuMln rolls.up straight on drums. End of door should be square, if cone' ehoped, go to Sodlon 5. D. Models 231, 232. 233. 234, 23S: Ifail of tha ,above check out and curtain is no more than Ur out of level, the following method at curtain, st adghtening may be used The long side of the curtain can be shrank as follows: Roll door all the way down. On the outside of rite door curta n Is a etad abip 1h/e: wide. This drip holds the aetaln square. Take a serewdif6w and atfgtdly depress strip into corrugated r . A small amount In each of the lower ten dbs. Door curtain will shrink on that side. L dOOR DOES_ NOT ROLL UP STRAIGHT A. Check all points In Secdool. f), An altemathre solution to eom>ct the coning door Is to raise the cunalri up to the stops and . datemdne which aide of the bottom angle touches the staps fiat C. Sodue hand cheln, remove guides, lower ciu- tain down to floor level. Install a drum wedge on side of the door from which the bosom angle toucliesTast. D..Procaed to_Step 9 to reinstall the door guides. E. If problem continues, consuftlhcfary. INSTALLATION OF REPAIR PANELS 1. FOR ALL DOOR MODELS Determine the eu`mber of sheels which need to be replaced. Starting from the bottom of door curtain; the lock seams oedur an about 26' aenners: When. ordering, please give axoct ledgdh of sheet and location on door Q.e:, bottom; bottom and one 111M nedlata, eat.) IL REMOVE DAMAGED SHEM A. Secure doer In Its full down position by locking the chain on the chain retelner or by wedging a strap place of wood or pipe In tale at the and of roll. pgaind brtbket_Wtun door sheet Is cut A the door will have a strong tondanry to too up, B. Remove door guides. C: Cut off damaged sheet (see. Diagram 23). Scribe a stralght fine and outdoor sheet off. using nibblers. D. Cut the aldastrlpping and remove damaged 3. INSTALL _NEW SHE6T(S) A Clomp +row stunt In location asafhtivm.. B. 0611 holes for Va• dla. dvots: 30) at W O.C., ' tap and boflorn end shown. Pop rivet you Bo• C. Tdm sidestrip 'as follows: Overlap'staaUmbber 9 corrugations. Install the buttons and rtvsts. Trim. PVC Rubber as close es possible to fire nearest staple. DIAGITAM 23• a .2S DRILL AND m Q HONE RRW THLS 1 7H19 SIDE �}1 SIDE m I ASTA Door Corporation PHONE: *(W446W FAX: 770-974-1455 WEBSITE: www.ustadoor.com