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Home My WebLink AboutPRODUCT APPROVAL'S8 Florida Building`Code Online 0 .® P ® G e ® ^Low cWJ'I7U VL q��qrr h 0`...r. .... BCIS Home Log In ! User Registration - Hot Topics Submit Surcharge stats & Facts Publications FBC Staff BCIS Site Map Links Search b Product Approval • USFR: Public User r 4 Product Approval Menu > Product or Application Search > Applipation List > Application Detail FL # FL9555-R4 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer UNION CORRUGATING COMPANY Address/Phone/Email 701 S. KING ST. FAYETTEVILLE, NC 28301 (910)483-0479 Ext256 jstieby@unioncorrugating.com Authorized Signature John Stieby jstieby@unioncorrugating.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Structural Components 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-62240 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 09/07/2027 Validated By Yoosef Lavi, P.E. -' Validation Checklist - Hardcopy Received Certificate of Independence FL9555 R4 COI Certificateindeoendence.odf Referenced Standard and Year (of Standard) Standard Year ASTM E1592 2005 FM 4470 2012 Equivalence of Product Standards Certified By Sections from the Code floridabuilding.org/prlpr_app_Otl.aspx?param=wGEVXQwtDgtvOROQI(ZA5RE8EOgziUdi7ntuFlu2jC5s%3d 11/3 118 Florida Building Code Online Product Approval Methc ' Method 1 Option D Date Submitted 08/23/2017 Date Validated 08/28/2017 Date Pending FBC Approval 09/09/2017 Date Approved 12/12/2017 Summary of Products FL #1 Model, Number or Name Description 9555.1 5V Panel 29 ga.; 24" wide, through fastened panel over wood supports Limits of Use Installation Instructions Approved for use in HVHZ: No FL9555 R4 II Evaluation ReyortC2172 1.odf Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-70.25 Evaluation Reports Other: Uplift load of 70.25 psf @ support spacing of 24" o.c. FL9555 R4 AE EvatuatlonReportC2172 1.odf Created by Independent Third Party: Yes 9555.2 MasterRib Panel 26 ga., 36" wide, through fastened panel over steel supports Limits of Use Installation Instructions Approved for use in HVHZ: No FL9555 R4 II Eva luationReportC2172 2.Ddf Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-47.2 Evaluation Reports Other: Uplift load of 47.2 psf @ support spacing of 60" o.c. FL9555 R4 AE EvaluationReportC2172 2,pdf Created by Independent Third Party: Yes 9555.3 MasterRib Panel 29 ga., 36" wide, through fastened panel over ste6supports Limits of Use Installation Instructions Approved for use in HVHZ: No FL9555 R4 II EvaluationRenortC2172 3.pdf Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +27.1/-37.7 Evaluation Reports Other: Design load of 27.1 & -37.7 psf at support spacing of FL9555 R4. AE EvaluationReportC2172 3.pdf 48" o.c. Created by Independent Third Party: Yes 9555.4 MasterRibPanel 29 ga., 36" wide, through fastened panel over wood supports Limits of Use Installation Instructions Approved for use in HVHZ: No FL9555 R4 II EvaluationReoortC2172 4.pdf Approved for use outside 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 Other: Design load of 27.1 & -36.2 psf at support spacing of FL9555 R4 AE EvaluationReportC2172 4.Ddf 48" o.c. Created by Independent Third Party: Yes 9555.5 MasterRib Panel 29 ga., 36" wide, through fastened panel over nom. 1" x 4" wood supports Limits of Use Installation Instructions Approved for use in HVHZ: No FL9555 R4 II EvaluationReoortC2172 5.pdf Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-138.9 Evaluation Reports Other: Uplift load of 138.9 psf @ support spacing of 24" o.c. FL9555 R4 AE valu tionRepoor C2172 5.pdf Created by Independent Third Party: Yes 9555.6 PBR Panel Min. 26 ga., 36" wide, through fastened roof panel over open steel supports Limits of Use Installation Instructions -Approved for use in HVHZ: No FL9555 R4 1I EvaluationReportC2172 6 odf Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Design Pressure: +96/-163 Created by Independent Third Party: Yes Evaluation Reports Other: Design loads of 96 & -163 psf at support spacing of FL9555 R4 AE EvalyetionReportC2172 6.p_if 20" o.c. Created by Independent Third Party: Yes sac:c tvcxt Contact 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, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not Send electronic I.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtvOROQkZA5RE8EOgziUdl7ntuFlu2jC5s%3d 2/3 Florida Building Code Online mall to this entity. Inste( matt the office uy phone or by traditional frail. If you have any civ 3, please contact 850.487.1395. -Pursuant to Section 455.275(1), Florida Statute6 Live October 1, 2012, licensees licensed under Chapter 455, F.S. ru, _ _„Vovide the Department with an email address if they have one. The emails provided may oe used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: ® ® . — EL'reck 'woo+ Credit Card Safe floridabuilding.org/prlpr_app_dti.aspx?param=wGEVXQwtDgtvOROQkZA5RE8EOgziUd]7ntuFlu2jC5s%3d 1 3/3 EVALUATION ]REPORT OF UNION CORRUGATING COMPANY `26 GA. MASTERRIB PANEL' OVER STEEL SUPPORTS FLORIDA BUILDING CODE 6TH EDITION (2017) FLORIDA PRODUCT APPROVAL FL 9555.2-R4 STRUCTURAL COMPONENTS ROOF DECK Prepared For: Union Corrugating Company 701 S. King St. Fayetteville, NC 28301 Telephone: (910) 483-0479 Fax: (910) 483-1091 Prepared By: Bala Sockalingam, Ph.D., P.E. Florida Professional Engineer #62240 1216 N Lansing Ave., Suite C Tulsa, OK 74106 Telephone: (918) 492-5992 FAX: (866) 366-1543 This report consists of Evaluation Report (3 Pages including cover) Installation Details (1 Page) Load Span Table (1 Page) Report No. C2172-2 Date: 8.20.2017 �Sl4201Cagegg Is 41 : 1`yo e �-• " ® 1A :tu� Luz cdd V � °F i f1 Rl.'ii :�a 2A . 2G 1 Manufacturer: Product Name: Panel Description: Materials: Support Description: Slope: Design Uplift Pressure (Factor of Safety = 2) FL 9555.2-R4 C2172-2 8.20.2017 Page 2 of 3 Union Corrugating Company MasterRib Panel 36" wide coverage with 3/4" high ribs at 9" o.c. Minimum 26 ga., 80 ksi steel. Galvanized coated steel (ASTM A653) or Galvalume coated steel (ASTM A792) or painted steel (ASTM A755). Min 16 ga., 50 ksi steel. (Must be designed by others) 1/2:12 or greater in accordance with FBC 2017 Section 1507.4.2 47.2 psf @ maximum support spacing of 60" o.c. Support Attachment: #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: '/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'. Test Equivalency: The test procedure in ASTM E1592-01 comply with test procedure prescribed in ASTM E1592-05(2012). The test procedure in FM 4470 (1992) comply with test procedure prescribed in FM 4470 (2012). Code Compliance: The product described herein has demonstrated compliance with FBC 2017 Section 1507.4. Product Limitations: Design wind loads shall be determined for each project in accordance with FBC 2017 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 2017 Section 1505 and current approved roofing materials directory for fire ratings of this product. FL 9555.2-R4 C2172-2 8.20.2017 Page 3 of 3 Supporting Documents: ASTM E1592 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 PANEL FASTENER SEE PANEL SIDELAP SIDELAP FASTENER ® 9" O.C. DETAIL ®30" O.C. 9 D.C.{ MAST " ERRIB INTERIOR SUPPORTS ,� I PANEL / MIN 16 GA. STEEL (DESIGNED BY OTHERS) PANEL FASTENER @ SIDELAP FASTENER 3.5"-5.5"-3.5" O.C. ® 30" O.C. 9 O.C. MASTERRIB END SUPPORTS - PANEL — -15- MIN 16 GA. STEEL J (DESIGNED BY OTHERS) TYPICAL PANEL INSTALLATION X—SECTION " wM wNm z w0I 4 NZN O U' ZLjrn N it YJ� MASTERRIB PANEL PANEL FASTENER SIDELAP FASTENER PANEL FASTENER m w vie o Z ® 9" O.C. @ 30" O.C. 3.5"-5.5"-3.5" O.C. o� n¢ zz ly O w zd ¢= w h1 MAX 6D" O.C. a MIN 16 GA. STEEL (SEE LOAD SPAN TABLE FOR wo O a e (DESIGNED BY OTHERS) ALLOWABLE LOADS AND SPANS) o m = SECTION VIEW 1 Z =o GENERAL NOTES: 1. ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE FLORIDA SIDEMASTERRIB AFASTENER PANEL BUILDING CODE (FBC). 2. ROOF PANELS SHALL BE 26 GA. (t = 0.017"). EFFECTIVE COVERING WIDTH ; $ /4-4 1/4"1 SDS WITH OF PANEL = 36". WASHER ® 30" O.C. PANEL FASTENER 3. ROOF PANELS SHALL BE INSTALLED OVER STRUCTURE AS SPECIFIED ON THIS #12-14 x 1" LONG SIDS WITH WASHER 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 MUST BE IN ACCORDANCE WITH THIS DRAWING & THE FLORIDA MIN 16 GA. STEEL BUILDING CODE. IF A DIFFERENCE OCCURS BETWEEN THE MINIMUM (DESIGNED BY OTHERS) REQUIREMENTS OF THIS DRAWING & THE CODE, THE CODE SHALL CONTROL. PANEL SIDELAP 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 2172-2 SUPPORTS. 1 OF 1 i UNION CORRUGATING COMPANY MasterRib Roof Panel 36" wide, 26 ga. (min) Steel Panel over Steel Supports Spate Condition Loading Type Allowable Load (psi) Support Spacnng (ft) 1.50 F1.75 2.00 2.50 3.00 3.50 4.00 4.50 5.00 Two Span Uplift 138.3 118.5 103.7 83.0 69.2 59.3 51.9 46.1 37.7 Three Span Uplift 157.2 134.7 117.9 94.3 78.6 67.4 58.9 52.4 47.2 Four or More Spans Uplift 151.3 129.6 113.4 _ 90.8 75.6 64.8 56.7 50.4 44.1 Dotes: 1. Allowable load for each condition is the smallest load calculated based on fastener capacity, panel strength and and deflection limit of L/180. Allowable loads are calculated for minimum 26 ga. panel. 2. The wind load is taken as 0.7 times the "component and cladding" loads for the purpose of determining deflection limit. 3. The panel allowable properties are determined iiom full scale ASTM E1592 tests at 5' 0" span 4. The panel fasteners are #12-14 x 1" long self drilling screws with washers. Fastener spacing across panel width is 9.0" o.c. in the interior supports and 3.5"-5.5"-3.5" o.c. at panel ends. 5. Sidelap fasteners are 1/4"-14 x 7/8" long self drilling screws with washer at 30" o.c. 6. Steel supports are minimum 16 ga. All supports must be designed to resist all loads imposed on the panel. 7. The panels may span from eave to ridge or rake to rake. 8. Panels must be installed as per Evaluation Report FL 9555.2 and Union current installation procedure. 1216 N Lansing Ave., Suite C Tulsa, OK 74106 918 492 5992 t�6�.eeaaaata,t�d� ��l..lNG $,O � c. m f �qo G qrr� UJ �LlJz ds 1-7 Bala SockaIingam, Ph.D., P.E. PE 62240 I 8 Florida Building Code Online t/l � BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats& Facts Publications FBC Staff BCIS Slte Map Links Search r Product USER: USER: Public User Prod= Aooroval Menu > ftoduct or AoaUwtfon Search > Aool(cadon List > Application Detail FL # FL9555-R4 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer UNION CORRUGATING COMPANY Address/Phone/Email 701 S. KING ST. FAYETTEVILLE, NC 28301. (910) 483-0479 Ext256 jstieby@unioncorrugating.com Authorized Signature John Stieby jstieby@unioncorrugating.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Structural Components 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-62240 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 09/07/2027 Validated By Yoosef Lavi, 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 Standard ASTM E1592 FM 4470 Year 2005 2012 .org/pr/pr app_dtI.aspx?param=wGEVXQwtDgtvOROQkZA5REBEOgziUdl7ntuFlu2jC5s%3d 1/3 /9/2018 - Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved 08/23/2017 08/28/2017 09/09/2017 12/12/2017 Sumrnkryof Products .Descriptlonµ-.-..__-__...__-______..__-.._..._._.....__.____.___. FL # Model, Number or Name4_______.._ - 9555.1�-~ _ 4 5V Panel -- 29 ga., 24" wide, through fastened panel over wood supports Limits of Use Installation Instructions Approved for use in HVHZ: No FL9555 R4 II Evaluation RenortC2172 1,odf Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-70.25 Evaluation Reports Other: Uplift load of 70.25 psf @ support spacing of 24" o.c. FL9555 R4 AE EvaluationReDOrtC2172 1.odf Created by Independent Third Party: Yes 9555.2 MasterRib Panel 26 ga., 36" wide, through fastened panel over steel supports Limits of Use Installation Instructions Approved for use in HVHZ: No��,5�?i L�-yA(uaj�onReoortC2172 2.odf Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-47.2 Evaluation Reports Other: Uplift load of 47.2 psf @ support spacing of 60" o.c. FL-9555 R4 AE EvaluationReoortC2172 2.Ddf Created by Independent Third Party: Yes 9555.3 — - MasterRib Panel 29 ga., 36" wide, through fastened panel over steel supports Limits of Use Installation Instructions Approved for use in HVHZ: No FL9555 R4 II EvaluationRQnortC2172 3.odf Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +27.1/-37.7 Evaluation Reports Other: Design load of 27.1 & -37.7 psf at support spacing of F1.9555 R4 AE EvaluationReoortC2172 3.ndf 48" O.C. Created by Independent Third Party: Yes -- - _ 9555.4 MasterRib Panel 29 ga., 36" wide, through fastened panel over wood supports ^•- Limits of Use _.___---�-�"--�--------•----_--- Installation Instructions-~-_••---�—�------ (` Approved for use in HVHZ: No FL9555 R4 II Eva luationReoortC2172 4.odf Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam PE 62240 f iiii Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +27.1/-36.2 Evaluation Reports Other: Design load of 27.1 & -36.2 psf at support spacing of FL9555 R4 AE EyaluationReDOrtC2172 4.odf 48" o.c. __.____._.,_......_._._...._...._._.. .- .... _ _ _ _ Created by Independent Third Party: Yes _.__._-__..____._._.._....__.__........_.- 9555.5 MasterRib Panel I 29 ga., 36" wide, through fastened panel over nom. 1" x 4" wood supportsu- Limits of Use Installation Instructions Approved for use in HVHZ: No FL2555 R4 II Evaluation ReportC2 172 5.odf Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-138.9 Evaluation Reports Other: Uplift load of 138.9 psf @ support spacing of 24" o.c. EL2555 R4 AE Eva luationReoortC2172 5.odf Created by Independent Third Party: Yes 9555.6 PBR Panel Min. 26 ga., 36" wide, through fastened roof panel over open steel supports Limits of Use Installation Instructions Approved for use. in HVHZ: No FL9555 R4 II Evaluation ReoortC2 172 6.odf Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +96/-163 Evaluation Reports Other: Design loads of 96 & -163 psf at support spacing of FL9555 R4 AE Eva luationReoortC2172 6.odf 20" o.c. Created by Independent Third Party: Yes Bach lolext Contact 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, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic i.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtvOROQkZA5RE8EOgz!Udi7ntuFlu2jC5sg/o3d 2/3 Florida BuildingCodeOnline mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determineIfyou are a licensee under Chapter 455, FS., please click bere . Product Approval Accepts: CfecRt Card safe 3/3 EVALUATION REPORT OF UNION CORRUGATING COMPANY 1291 GA. 5V PANEL' OVER WOOD SUPPORTS FLORIDA BUILDING CODE 6TFI EDITION (2017) FLORIDA PRODUCT APPROVAL. FL 9553.1-R4 STRUCTURAL COMPONENTS ROOF DECK Prepared For: Union Corrugating Company P. O. Box 229 Fayetteville, NC 29.302 Telephone: (910) 483-0479 Fak: (910) 483-8997 Prepared By: Bala SockaIingam, Ph.D., P.E:. Florida Professional Engineer #62240 1216 N Lansing Ave., Suite C Tulsa, OK 74106 Telephone: (918) 492-5992 FAX: (866) 366-1543 This report consists of Evaluation Report (3 Pages including cover) Installation Details (1 Page) Deport No. C2172-1 Date: 8.20.2017 FL 9555.1-R4 C2172-1 8.20.2017 Page 2 of 3 Manufacturer: Union Corrugating Company Product Name: 5V Panel Panel Description: 24" wide coverage with (5) 1/2" high ribs Materials: Minimum 29 ga., 80 ksi steel. Galvanized coated steel (ASTM A653) or Galvalume coated steel (ASTM A792) or painted steel (ASTM A755). Support Description: Nom. 1" x 4" (min) lumber (Southern Yellow Pine Untreated) (Must be designed by others) Slope: 1/2:12 or greater in accordance with FBC 2017 Section 1507.4.2 Design Uplift Pressure: 70.25 psf @ fastener spacing of 24" o.c. (Factor of Safety = 2) (3 or more spans) Panel Attachment: #9-15 or #10-14 x 1-1/2" long wood screws with washer At panel ends @ 12" o.c. across panel width At intermediate @ 12" o.c. across panel width 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'. Test Equivalency: The test procedure- in ASTM E1592-01 comply with test procedure prescribed in ASTM E1592-05(2012). The test procedure in 'FM 4470 (1992) comply with test procedure prescribed in FM 4470 (2012). Code Compliance: The product described herein has demonstrated compliance with FBC 2017 Section 1507.4. Product Limitations: Design wind loads shall be determined for each project in accordance with FBC 2017 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. 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 2017 Section 1505 and current approved roofing materials directory for fire ratings of this product. FL 9555.1-R4 C2172-1 8.20.2017 Page 3 of 3 Supporting Documents: ASTM E1592 Test Report Farabaugh Engineering and Testing Inc Project No. T246-06, Revised Reporting Date 11M06 FM 4470 Test Report ENCON Technology Inc C1583-3, Reporting Date 7/24/08 r � � 12' PANEL FASTENER #9-15 OR #10-14 X 1.5" LONG WOOD SCREWS @ MAX 12" O.C. FASTENER PATTERN \-NOM. 1" X 4" (MIN) SYP UNTREATED SUPPORT SPACING = 24" O.C. (DESIGN BY OTHERS) ALLOWABLE UPLIFT PRESSURE = 70.25 PSF 24'- 5V Panel Profile Minimum 29 Gouge, Minimum Yield = 80 KSI 1/2'T 8 Florida Building Code Online - SCfPtlOC1NE0 BY BCIS Home I Log In 'User Registration Hot Topics Submit Surcharge ! Stats &Facts Publications i FBC Staff da Product Approval .USER: Public User C� Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL17996-R1 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) 0 Elixir Door and Metal Company 1215 Pope Drive Douglas, GA 31533 (912) 493-2215 ryarberry@elixirdmc.com Randall Yarberry ryarberry@elixirdmc.com PTC Product Design Group PO Box 520775 Longwood, FL 32752 (321) 690-1788 info@ptc-corp.com Exterior Doors Swinging Exterior Door Assemblies Certification Mark or Listing American Architectural Manufacturers American Architectural Manufacturers I Standard ASTM E330 117 I I F10/2018 Florida Building Code Online _ Equivalence of Product Standards Certified By �! I affirm that there are no changes i Code which affect my product(s) and i compliance with the new Florida Buildi Documentation from approved Evaluation or Validation Entity '-)Yes No `--' N/A Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Produc�tts,, Go to Page Vla FL17996 RI COC Affirmation FL179S Method 1 Option A 01/29/2018 01/29/2018 02/04/2018 PL # Model, Number or Name Description 17996.1 Series 202-20S Steel Door Series 202-20S Steel O.S.Door w, Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17996_Q C_(1AC_EXR 202-20 plusS.Ddf Approved for use outside HVHZ: Yes Impact Resistant: No Quality Assurance Contract Exl Design Pressure: +30/-30 12/03/2018 Other: Installation Instructions FL17996_R1_I_ELIX0034 Rev A Verified By: Robert J. Amoruso, P Created by Independent Third Par Evaluation Reports FL17996_R A PER 1.642 Created by Independent Third Pat 17996.2 Series 2-30 W9 Steel Door Series 230 W9 Steel O.S. Door w/ Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17996_$CAC EXR 230 W� plus5.p� Approved for use outside HVHZ: Yes Impact Resistant: No Quality Assurance Contract Exl Design Pressure: +30/-30 12/03/2018 Other: Installation Instructions 17 96_R1_1I FLIX0033 Rev A Verified By: Robert J. Amoruso, P Created by Independent Third Pat Evaluation Reports ey- Created by Independent Third Pat 17996.3 Series402-14 Vinyl Steel Out -Swinging Regular I Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17996_RI C CAC EXR402-14 Approved for use outside HVHZ: Yes Quality Assurance Contract Exl 2/7 0/2018 Florida Building Code Online Impact Resistant: No 09/14/2020 Design Pressure: +40/-40 Installation Instructions Other: FL17996 R1_II ELIX0050 REV -A Verified By: Robert ]. Amoruso, P Created by Independent Third Par Evaluation Reports FL17996 R AE PER 1951 Rev Created by Independent Third Par ^^ 17996.4 Series 402-20S Vinyl Steel Out -swinging Regular[ Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17996_R1 C CAC EXR 402-20 Approved for use outside HVHZ: Yes Quality Assurance Contract Exl Impact Resistant: No 09/14/2020 Design Pressure: +40/-45 Installation Instructions Other: FL17996_EU_II ELIX0051 REV -A Verified By: Robert J. Amoruso, P Created by Independent Third Par Evaluation Reports 17996 R1_AE PER 1951 Rev1 Created by Independent Third Par 17996.5 j Series 407 Vinyl Steel Out -swinging Regular[ Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17996 Ri C CAC EXR 407 E3 Quality Assurance Contract Exl Approved for use outside HVHZ: Yes Impact Resistant: No 09/14/2020 Design Pressure: +40/-45 Installation Instructions Other: fL.1�995_L1_Id_ELIX005Z _ RFV-A_ Verified By: Robert ]. Amoruso, P Created by Independent Third Par Evaluation Reports FL17996 _EU__M_FjS_jM_Rev Created by Independent Third Par 17996.6 Series 430 W9 Vinyl Steel Out -swinging Regular C 3'0") Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17996 Bj_gCAC_EXR'430-WS Approved for use outside HVHZ: Yes Quality Assurance Contract Exl Impact Resistant: No 09/14/2020 Design Pressure: +33/-40 Installation Instructions Other: FL17996RI_t ELIX0053 REV -A Verified By: Robert ]. Amoruso, P Created by Independent Third Par Evaluation Reports FL17996_Rt_6f_ff3i 1951 Rev1 Created by Independent Third Par 17996.7 Series 6400 W9 CottageSeries 6400-W9 Non -Impact Inswi �w/Storm Door^� „y Limits of Use I Certification Agency Certificate Approved for use in HVHZ: No FL17996RI_� CAC EXR' 6400 E Approved for use outside HVHZ: Yes Quality Assurance Contract Exl Impact Resistant: No 09/16/2019 1 Design Pressure: +66/-56 Installation Instructions Other: FL17996R1 1 ELIX0056 Rev -A STORM DOORss.pdf i Verified By: Robert I. Amoruso, P Created by Independent Third Par Evaluation Reports %2b%2bN%2f8tOs9RCIoMU%2bfRDgsg3ZdGjXlw%3d%3d 3/7 Florida Building Code Online fLIZ9 R_qE PER 1954 Revs Created by Independent Third Pat 17996.8 Series 7500 Oval Series 7500 Non -Impact Inswing \ w/Adjustable Threshold Limits of Use y � ~ Certification Agency Certificate Approved for use in HVHZ: No FL17996 R C CAC EXR 7500 O E330 us5 pdf Quality Assurance Contract Exl Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +34/-50 09/17/2019 other: Installation Instructions FL17 96_F1_II ELIX0055 Rev -A WITH ADJUSTABLE THRFESHOLD Verified By: Robert J. Amoruso, P Created by Independent Third Pat Evaluation Reports FL17996 R1 AE PER 1955 Rev2 Created by Independent Third Pat 17996.9 _ Series 7500 Oval Series 7500 Non -Impact Inswing \ w/Storm Door and PVC Jambs Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17996 R C CAC EXR 7500 O Approved for use outside HVHZ: Yes Quality Assurance Contract Exl Impact Resistant: No 09/16/2019 Design Pressure: +50/-50 Installation Instructions Other: FL17996__II EUX0060 Rev -A OVAL WITH STORM DOOR; ss•pdf Verified By: Robert J. Amoruso, P Created by Independent Third Pat Evaluation Reports 17996 JL_M PER 1955 Rev2 Created by Independent Third Pat 17996.10 Series 8400 W9 Cottage Series 8400-W9 Non -Impact Oval Steel Door w/Storm Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17996 R-1 QAC EXR 8400 E Approved for use outside HVHZ: Yes Quality Assurance Contract Exl Impact Resistant: No 09/16/2019 Design Pressure: +50/-50 Installation Instructions Other: FLIZ296 Rl_ T-_EI_IX0057 Rev -A WITH STORM DOOR_ss.pdf Verified By: Robert J. Amoruso, P Created by Independent Third Pat Evaluation Reports FL17996 R —M PER J-54 Rev2 Created by Independent Third Pat 17996.11 Series 9000 Series 9000 Non -Impact Inswing \ w/Storm Door Limits of Use~� Certification Agency Certificate Approved for use in HVHZ: No FL17996R _g CAC EXR 9000 5 Quality Assurance Contract Exl Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +50/-50 09/16/2019 Installation Instructions Other: FL17996 RRI II—ELIX0056 Rev -A STORM DOOR sspdf Verified By: Robert J. Amoruso, P Created by Independent Third Pat Evaluation Reports 417 Florida Building Code Online FL17996 R1 LkE_PER _1954 Revl Created by Independent Third Pat 17996.12 Series 9400 Cottage Series 9400-W9 Non -Impact Inswi Door w/Storm Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17996 R1 C CAC EXR 9400 E Quality Assurance Contract Exi Approved for use outside HVHZ: Yes Impact Resistant: No 09/16/2019 Design Pressure: +50/-50 Installation Instructions Other: FL17996 R1 II EI-IX0059 Rev -A COTTAGE W. STORM DOOR ss.pdf Verified By: Robert J. Amoruso, P Created by Independent Third Pat Evaluation Reports FL17996 RI AA_PEg 1954 Revi Created by Independent Third Pat 17996.13Series AFIF7N Series AFIF7N Non -Impact IS Fibe Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17996 RI C CAC EXR AFIF7N Quality Assurance Contact Exi Approved for use outside HVHZ: Yes Impact Resistant: No 09/14/2019 Design Pressure: +38/-38 Installation Instructions Other: FL17996 RI II_ELIX0040 AFIF7P Verified By: Robert J. Amoruso, P Created by Independent Third Pat Evaluation Reports FL17996 R1_AE PER 1952. Rev2 Created by Independent Third Pat 17996.14 JSeries AF6F7N Series AFOF7N Non -Impact OS Fit Limits of Use Certification Agency Certificate Approved for use in HVHZ: No EL17996_RC CAC EXR AFOF7P Approved for use outside HVHZ: Yes Quality Assurance Contact Exi Impact Resistant: No 09/14/2019 Design Pressure: +38/-38 Installation Instructions Other: 0L17996 R11 ELIX0042 AFOF7 Verified By: Robert J. Amoruso, P Created by Independent Third Pat Evaluation Reports _ �e�Q1952 _Rff2 Created by Independent Third Pat 17996.15 Series AVIF7N Series AVIF7N Non -Impact IS Stee Limits of Use Certification Agency Certificate Approved for use in HVHZ: No 17996__C CAC EXR AVIF7N Quality Assurance Contract Exi Approved for use outside HVHZ: Yes Impact Resistant: No 04/05/2020 Design Pressure: +25/-25 Installation Instructions Other: FL17996 R3 II ELIX0047 AVIF71, Verified By: Robert J. Amoruso, P Created by Independent Third Pat Evaluation Reports FL17996 R_1 AE PER 1953 Rey - Created by Independent Third Pat 17996.16 Series AVOF7N Series AV0F7N Non -Impact OS St, Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17996 Ri C CAC EX-4 AVOF71 Quality Assurance Contract Exi Approved for use outside HVHZ: Yes floddabuilding.org/pr/pr app_dtl.aspx?param=wGE\/)CQMDquTluhTgK2%2bd3R%2b%2bN%2f8lOs9RCIoMU%2bfRDgsg3ZdGjXlw%3d%3d 5/7 0/2018 Florida Building Code Online Impact Resistant: No 04/06/2020 Design Pressure: +21/-21 Installation Instructions Other:. FL17996 Rl_II ELIX004ii AVOF7 Verified By: Robert 3. Amoruso, P Created by Independent Third Par Evaluation Reports FL17996 R1 AE PER 1953 Revt Created by Independent Third Pao _ 17996.17 Series BFIF7N Series BFIF7N Non -Impact IS Fibe Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17996 R1 C CAC EXR BFIF7IV Quality Assurance Contract Exi Approved for use outside HVHZ: Yes Impact Resistant: No 09/15/2019 Design Pressure: +38/-38 Installation Instructions Other: FL17996 RI 11 LIX0040 AFIF71S Verified By: Robert J. Amoruso, P Created by Independent Third Par Evaluation Reports FL17996 R1 AE PER 1952 Revg- Created by Independent Third Par !M 17996.18� Series BFIF7S Series BFIF7S Non-IImpact IS Fibe Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17996 R1 C CAC EXR BFIF7S Quality Assurance Contract Exl Approved for use outside HVHZ: Yes Impact Resistant: No 09/15/2019 Design Pressure: +38/-38 Installation Instructions Other: FL17996 RI I1E_M0046 BFIF7� Verified By: Robert J. Amoruso, P Created by Independent Third Par Evaluation Reports FL17996 R1 AE_E2_ e_v- Created by Independent Third Par 17996.19 Series BFOF7N Series BFOF7N�Non-Impact OS Fib Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17996 Rl C_ EXk BFOF7f Quality Assurance Contract Exi Approved for use outside HVHZ: Yes Impact Resistant: No 04/06/2020 Design Pressure: +30/-30 Installation Instructions Other: FL1799�_�ELTX0042 AFOEZ Verified By: Robert J. Amoruso, P Created by Independent Third Par Evaluation Reports FL17296 R1 AE_M_19-52_MV-2 Created by Independent "third Par 17996.20 Series BVI63S Series BVI63S Non -Impact Single Insert and Outswing Storm Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17996 R1 CACC-XR BVI635 Quality Assurance Contract Exi Approved for use outside HVHZ: Yes Impact Resistant: No 12/17/2021 1 Design Pressure: +65/-65 Installation Instructlou s Other: FL17996 R 1I ELIX0061 BVI63! Verified By: Robert J. Amloruso, P Created by Independent Third Pal Evaluation Reports FL17996 R1 AE_PER 2244 Revi Created by Independent Third Pat MU%2bfRDgsq---,,,lw%3d%3d 617 I '10/2018 Florida Building Code Online Go to Page aacic Eettt Contact 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 Si Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -re mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Departmer one. The emails provided may be used for official communication with the licensee. However email addresses are public record. I - address, please provide the Department with an email address which can be made available to the public. To determine if you ar please click here . Product Approval Accepts: L'tA'.. IrliLSD.! uC� i1.�M ..+G:. Credit Card Safe it W .florid abuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwiDquTluhTgK2%2bd3R%2b°/a2bN%2f8fOsgRCIoMU%2 717 ELIXIR DOOR & METAL CO. MODEL 407 NON -IMPACT OUTSWING VINYL LAMINATED STEEL DOOR INSTALLATION ANCHORAGE DRAWING LTHEP (lOUCTANCHORAGESHOYINHEREINISDESIG14EO 5. IN AREAS WHEREWINDSOaNE DEBRIS PROTECTION TO PLY WITH THE CURRENT EDITION OF THE REQUIREMENTS EXIST, USE OF AN IMPACT PROTECTIVE FLORI BUILDING CODE(FBC) EXCLUDING HIGH SYSTEM COMPLYING WITH THE FED REQUIREMENTS FOR VEL HURRICANE ZONE AND THE DESIGN WNDBORNE DEBRIS REGIONS IS MANDATORY FOR THE PRES (1RECS) STATED HEREIN. PRODUCTHEREW. le. THE FRODUCT DETAILS CONTAINED HEREIN ARE BASED 6. FRAME MATERIAL ALUMINUM ALLOY 60S346 UPON SIGNED AND SEALED TEST REPORT DALLAS DOORPANEL IAATERIAL•.09 MIL VINYL LAMINATED LABO LABOI TORIES, INC NH278 ANO ASSOCATED GALVANIZEDSTEE1.9t5'SKIN VJ/URETHANE FONT CORE. ORY STAMFED DRAWINGS. T OESIGNATIONS'X' STAND FORTHE FOLLOWING: 2. ADEO! CY OF THE EXISTING STRUCTURAL 2X FRAMING X:OPERASLE PANEL ORSTI 4 EL FRAMING AS A MAIN WIND FORCE RESISTING O: FIXED PANEL SYSTE CAPABLE OF WITHSTANDING AND TRAN ERRMG APPLIED PRODUCT LOADS TO THE R. HARDWARE: FOUN nTIONI3 THE RESPONSISILT'rY OF THE ENGINEER. A HALF HINGES:(4)6G63-T6 EXTP.UDEDALUMINUNI OR AP. ITECTOFRECORO. B. LATCH LOCK: KEYED C. DEAD BOLT. SINGLE CYLINDER 3.IXANZ ZK SUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHI RED TO PROPERLY TRMISFER ALL LOADS TO THE 9. SEE SHEETI FOR DESIGN PRESSURE CHART. STRU SURE. BUCK DESIGN AND INSTALLATION IS THE RESP NSIBILITY OF THE ENGINEER OR ARCHITECT OF RECOF D. 1 4. THE L' (ON DETAILS DESCRIBED HEREIN ARE GENE C AND MAY NOT REFLECT ACTUALCONDITIONS FORA SPECIFIC SITE. IF SITE CONDITIONS CAUSE INST WTION TO DEVIATE FROM THE REQUIREMENTS DETAI DHEREIN,ALICENSED ENGIN°.-ER OR ARCHITECT SHALL WITH1 ,REPARE BITE SPECIFIC DOCUMENTS FOR USE HIS DOCUMENT. DESIGN PRESSURE RATING (PSF) IMPACL RATING 'NNE IE WATER INFILTRATION WHERE WATER INFILTRATION RE UIREMIENT IS NEEDED NEEDE REOUIREN.ENT IS NOT D NONE "UN f IMUST BE INSTALLED BENEATH AN APPROVED O`JER14ANG TABLE OF CONTENT EET DESCRIPTION 1. I GENERAL AND INSTALLATION NOTES ,12 ELEVATION, ANCHORING LAYOUT rl T3 VERTICAL CROSS SECTIONS 114 1 HORIZONTAL CROSS SECTIONS INSTALLATION NOTES: 1.ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH S. MINIM VM EMBEDMEI7T AND EDGE DISTANCE EXCLUDE ANCHOR LOCATION. WALL FIWSHES. INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRXDC VENEER. AND SIDING. 1. THE INSTALLATION At1CHORS AT THE SPACINGS SHOWN. ARE THE MINIMUM NUMBER OF ANCHORS AND MAXIMUM 6. INSTALLATION ANCHORS SHALL BE INSTALLED IN SPACINGS TO BE USED FOR PRODUCNNSTALLATION. ACCORDANCEWTTH ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS AND ANCHORS SHALL i, SHWAS REOUIREDAT EACH INSTALLATIONANCHOR HOT BE USED IN SUBSTRATESWATH STRENGTHS LESS WITH LOAD BEARING SHIM(S). MAXIMUNALLOWABLE THAN THE. MINIMUM STRENGTH SPECIFIED IN THE SHIM SIZE OF 14 INCH. SHIM WHERE SPACE OF 1116 INCH 'ANCHOR SCHEDULE' THIS SHCET. OR GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. 7. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL 4. ANCHORS FOR INSTALLATION INTO WOOD FRAMING OR OR HAVE A CORROSION RESISTANT COATING. I IGA. MINIMUM STEEL FRAMING SHALL BE AS SHOWN IN 'ANCHOR SCHEDULE' THIS SHEET. ANCHOR SCHEDULE MANUFACTURER EDGE SUBSTRATE OOGRFRAMIE TYPE SIZE ANOYOR E10BEOMENT DISTANCE ANCNORCAPACRIES TYPE SPECIFICATION (IN)1sI flm(om BASED ON SHEET NIN.3 T,iEETALISTEEL THREADS - 7UEB:G GA FL4 (2-BAR) P!S! HEAD NO. B AS?.E 818AA PAST INSIDE 313' MN.33 KSI YIELD .4 PRN (TAPPING SCREW! SURFACE OF STRNEGTH THICKNESS SUBSTRATE ANSI B18.6.1 2XW ":)OD (NA000 SCREW; %0001A1TH AMININIJAI 2,O D FN (Z-BAR) PAN HEAD NO. OR 1' 1/2' SPECIFIC GRAVITYOF ASWE 818.6.4 0.42. (TA°PING SCREWI TES:, I) FORY,C"JD OR TAPANG SORES IFSFUTTVIG G A CCNCERN, O.RLL 0.06! Plan HCLEIGPoLL SIZE 45), 2) ECCEDIiTANCEUEASURED FROMfiIHoR SIDE OFANCHOR T O EDGE OF SUESTRATE O e F O } ❑ wa o> 'Robort U. Amm eo, P.E. FL P.E. No. 49752 Diglollysigned byR bert1. Amoroso D14: m=Robert J. Amoroso, q ou=PTC PmductDesign Group. emeilFi.bert,Zptc<mp.Com, c=US Date: 2015D805 04.49..56 -04TY 4 d G 79 3/4' TS 3/4' 4 MAX. O.A. MAX. E FRAME DOOR d HEIGHT PANEL I HEIGHT 35 11116' MAX. O.A. FRAME WIDTH 34314' MAX DOOR PANEL y WIDTH X I4' MAX. (TYP.) J r— LOCK ASSEMBLY (REGULAR DRIVE-IN) IS LOCATED APPROX. 38' ABOVE BOTTOM OF DOOR LEAF AND THE DEAD 13OLTASSEMBLY APPROX. 47 ABOVE BOTTOM OF DOOR LEAF. SEE STRIKE DETAILS THIS SHEET 34' MAX (T I 4' MAX. fiAX �TVP ) HALF HINGES WI Y.S X 3/4' SCREWS (TYP.) ELEVATION EXTERIORVIER' .CSX 21/2'W000 a 1/2" i / .� I� SCREW SCREWS ENTRY DOOR SI'RiKE DE'1'A11" 1xr. Ft4:xlF.b FEAT. CS TAPPING SCREW. IS SCREW MUST BE OF SUFFICIENT LENGTH TO PENETRATE(3) THREADS I i MINIMUM BEYOND STEEL II TUBE. ENTRY DOOR STRIKE DE -FAIL SI—TV01\T:SL'&ST1 C 10' MAX. O.G. (TYP.) — 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. ANCHOR SPACING VARIES, BUT NOT TO EXCEED 10, MAXIMUM O.C. Robort J. Amoroso, P.E. FL P.E. No. 49752 Digitally signed by RobertJ. Amoroso ON: -Robert. Data. 2015.08.0! 0950:06-04'00' I'MIN. EMBEDMENT WOOD SCREW INSTALLATION ANCHOR 2X4'y00D FRAME (BY OTHERS) Ir MIN. NT TAPE TO BACK EDGE DIST. OF AOUNTING FIN EXTERIOR 1fd' MAX SHIM INTERIOR B VERTICAL SECTION WOOD FRAME SUBSTRATE EXTERIOR INTERIOR MAX SHIM NT TAPE TO BACK OF MOUNTING FlN m-MIN. 2X WOOD FRAME EDGE DIST. (BY OTHERS) 1'MIN.EMBEDMENT—� \1118 WOOD SCREW INSTALLATION ANCHOR A VERTICAL SECTION WOOD FRANESUBSTRATE THREE(3) THREAD,.I RAIN. PENETRATION I ,rg TAPPING SCREW INSTALLATION ANCHOR SEALANT TAPE TO BACK 31W MIN. SIDE OF POUNTING FIN EDGE DIST. �t4 GA. MIN. SQUARE STEEL TUBING (BY OTHERS) EXTERIOR INTERIOR U VERTICAL SECTION STEEL TUBING SUBSTRATE EXTERIOR INTERIOR 14 GA. MIN. SOUARE STEEL TUBING (BY OTHERS) 3l8' tAIN. SEALANT TAPE TO BACK EDGE DIST. SIDE OF MOUNTING FIN `Y8 TAPPING SCREW THREE(3)THREAD INSTALLATION ANCHOR MIN. PENETRATION VERTICAL SECTION � STEE'1'1'UBING SUBS'RLAI'E O, N U' m o � O C7 a N W q r'I e �oa2 2 ui W CJ O F IO �d UZw�B 5 N nu aF. Q I■# ^7: HI O Z� D ,ljq l9�4 y �Fu: ral �Rooert J. Amaruso. P.E. FL P.E. No. 49752 Olgilally signed by Robert 1. An1aNSa RDN:cn=RobwtJ. I MIONSa.O. � Dats 2015A8.01 I 0450:18 -04'00 i 110/2018 - - Florida Building Code Online f 3l0ANKM ^I. BY St-Luda Cap* ,,,,,,�w^ BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search W741� Product Approval •USER: Public User Product Aoo �j,Menu > Pjsdy..or Q.noUation Seam > Aooiku2tior, List > Application Detail FL # FL8888-R5 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 Ext208 J FRENCH 3 @ASTADOOR.COM Authorized Signature JAMES FRENCH JFRENCH3@ASTADOOR.COM Technical Representative James French Address/Phone/Email po box 420 acworth, GA 30101 jfrench3@astadooncom Quality Assurance Representative Mike Alvis Address/Phone/Email P.O. Box 420 Acworth, GA 30101 (770) 974-2600 Ext248 malvis@astadoor.com Category Exterior Doors Subcategory Roll -Up Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Joseph H. Dixon, Jr Evaluation Report Florida License PE-7768 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Gordon Thomas, P.E. Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Standard ASTM E330 DASMA 108 Year 2002 2002 .org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtYtswBjP6BrAIPac%2fuYV8PcWZl%2ff1F%2fCc%3d 1 1/5 Sections from the Code l Florida Building Code Online •A I affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity Yes - No = N/A Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved FL # Model, Plumber or Name 8888.1 i 203 Windlock Commercial Sheet Door Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +113.iMax/-113.iMax Other: Design pressure at test door width of 16' = +/-35.0 psf Method 1 Option D 10/06/2017 10/06/2017 10/07/2017 Description Maximum design pressure for 8' wide by 21' high door. Lower design pressures calculated for up to 20' wide by 21' high door. Installation Instructions FL8888 RS II 27013 - 200 Series Install sealed.odf FL8888 R5 II 29031 203.odf Verified By: Joseph H. Dixon P.E. FL.No. 7768 Created by Independent Third Party: No Evaluation Reports FL8888 R5 AE ER-07-0005-113 022212 0011.odf Created by Independent Third Party: Yes 8888.2 233 Windlock Industrial Sheet Door E Maximum design pressure for 8' wide by 21' high door. Lower i design pressures calculated for up to 20' 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: +95.9Max/-95.9Max Other: Design pressure at test door width of 16' _ +/- 37.5 psf 8888.3 j 320 Commercial Slat Door (20 Gauge - Flat Slat) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +138.3Max/-131.3Max Other: Design pressure at test door width of 16' _ +42.7 / -39.7 psf 8888.4 322 Commercial Slat Door (22 I Gauge - Flat Slat) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +128.5Max/-121.5Max Other: Design pressure at test door width of 16' = +41.4 / -38.4 psf 8888.5 324 Commercial Slat Door (24 i Gauge - Flat Slat) Installation Instructions FL8888 R5 II 27013 - 200 Series Install sealed.odf FL8888 R5 11 29031 233.odf Verified By: Joseph H. Dixon P.E. FL. No. 7768 Created by Independent Third Party: No Evaluation Reports FL8888 R5 AE ER-07-0005-113 022212 0011:odf Created by Independent Third Party: Yes Maximum design pressure for 8' wide by 21' high door. Lower design pressures calculated for up to 20' wide by 21' high door. Installation Instructions FL8888 RS II 27013 - 30 Verified By: Joseph H. Dixon P.E. FL.No. 7768 Created by Independent Third Party: No Evaluation Reports FL8888 R5 AE ER-07-0005-R3 022212 0011.odf Created by Independent Third Party: Yes Maximum design pressure for 8' wide by 21' high door. Lower design pressures calculated for up to 20' wide by 21' high door. Installation Instructions 1-Lmststs KS n L/U1=i - juu 5enes lnsrau sealen,nor FL8888 R5 II 29031 300 Series.odf Verified By: Joseph H. Dixon P.E. FL.No 7768 Created by Independent Third Party: No Evaluation Reports FL8888 R5 AE ER-07-0005-113 022212 0011.odf Created by Independent Third Party: Yes Maximum design pressure for 8' wide by 21' high door. design pressures calculated for up to 20' wide by 21' hl door. abuilding.org/prlpr app_dtl.aspx?param=wGEVXQwtDgtYtsw8jP6BrAlPac%2fuYV8PcWZI°/a2fflF%2fCc%3d 1 2/5 r 0/2018 Florida Building Code Online Limits of Use Installation Instructions Approved for use in HVHZ: No FL8888 R5 11 27013 300 Series Install sealed.Ddf Approved for use outside HVHZ: Yes FL8888 E5 II 29031 300 xerles.odf Impact Resistant: No Verified By: Joseph H. Dixon P.E. FL.No. 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 FLN88 RS AE ER-07-0005-R3 022212 0011.Ddf Created by Independent Third Party: Yes 8888.6 �418C Rolling Steel Service Door (18 Gauge - Curved Slat) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +132.2/-132.2 Other: Design pressure at test door width of 16' _ +/- 32.9 psf 8888.7 418F Rolling Steel Service Door (18 Gauge - Flat Slat) 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 at test door width of 16' = +/-49.3 psf Maximum design pressure for 8' wide by 21' high door. Lower design pressures calculated for up to 24' wide by 21' high door. Instailation Instructions F18888 R5 II 27013 - 400.600 Series Instal( sealed,Ddf FL8888 RS 11 27013 400C series sealed.Ddf Verified By: Joseph H. Dixon P.E. FL.No. 7768 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: Yes Maximum design pressure for 8' wide by 21' high door. Lower design pressures calculated for up to 24' wide by 21' high door. Installation Instructions FL8888 RS II 27013 - 400,600 Series Install sealed.Ddf FL8888 R5 II 27013 40OF series sealed.Ddf Verified By: Joseph H. Dixon P.E. FL.No. 7768 Created by Independent Third Party: No Evaluation Reports FL8888 R5 AE ER-07-0005-113 022212 0011,odf Created by Independent Third Party: Yes 8888.8 420CRolling Steel Service Door (20 Gauge - Curved Slat) Maximum design pressure for 8' wide by 21' high door. Lower design pressures calculated for up to 24' wide by 21' high door. — Limits of Use —��'— Installation Instructions Approved for use in HVHZ: No FL8888 R5 H 27013 - 400.600 Series Install Sealed.adf FL8888 R5 II 27013 400C series sealed.ndf Approved for use outside HVHZ: Yes Impact Resistant: No Verified By: Joseph H. Dixon P.E. FL.No. 7768 Design Pressure: +124.5Max/-124.SMax Created by Independent Third Party: No Other: Design pressure at test door width of 16' _ +/-32.2 Evaluation Reports psf FL8888 85 AE ER-07-0005-113 022212 0011.odf Created by Independent Third Party: Yes 8888.9 420F Rolling Steel Service Door (20 Gauge - Flat Slat) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +119.3Max/-119.3Max Other: Design pressure at test door width of 16' = +/-47.7 psf 8888.10 422C Rolling Steel Service Door (22 Gauge - Curved Slat) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +118.2Max/-118.2Max Other: Design pressure at test door width of 16' _ +/- 31.6 psf 8888.11 r422F Rolling Steel Service door (22 ge - Flat Slat) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +112.5Max/-112.5Max Maximum design pressure for 8' wide by 21' high door. Lower design pressures calculated for up to 24' wide by 21' high door. Installation Instructions MU019 KS a ZLUIS 41jur series sea:eo.oar Verified By: Joseph H. Dixon P.E. FL.No. 7768 Created by Independent Third Party: No Evaluation Reports FL8888 R5 AE ER-07-0005-113 022212 0011.odf Created by Independent Third Party: Yes Maximum design pressure for 8' wide by 21' high door. Lower design pressures calculated for up to 24' wide by 21' high door. Installation Instructions FL8888 R5 II 27013 - 400,600 Series Install sealed.odf FLB888 R5 11 27013 400C series sealed.odf Verified By: Joseph H. Dixon RE. FL.No. 7766 Created by Independent Third Party: No Evaluation Reports FL8888 R5 AE ER-07-0005-R3 022212 0011.odf Created by Independent Third Party: Yes Maximum design pressure for 8' wide by 21' high door.'Lower design pressures calculated for up to 24' wide by 21' high door. I Installation Instructions FL8888 R5 H 27013 40OF series sealed,odf Verified By: Joseph H. Dixon P.E. FL.No. 7768 Created by Independent Third Party: No Evaluation Reports Pac%2fuYV8PcWZl%2ff1F%2fCc1/o3d 3/5 0/2018 Florida Building Code Online Other: Design pressure at test door width of 16' = +/-46.4 psf 8888.12 424C Rolling Steel Service Door (24 Gauge - Curved Slat) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design, Pressure: +110.8Max/-110.8Max Other: Design pressure at test door width of 16' = +/-31.0 psf E0888 R5 AE ER-07-0005-R3 022212 0011 Ddf Created by Independent Third Party: Yes Maximum design pressure for 8' wide by 21' high door. Lower design pressures calculated for up to 24' wide by 21' high door. Installation Instructions FL8888 R5 II 27013 400C serles sealed,ndf Verified By: Joseph H. Dixon FL.No. 7768 Created by Independent Third Party: No Evaluation Reports FL8888 R5 AE ER-07-0005-113.022212 QQ1_l:ndf Created by Independent Third Party: Yes 8888.13 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 FL8888 R5 II 27013 - 400,600 Series Install sealed.Ddf Approved for use outside HVHZ: Yes FL8888 R5 II 27013 40OF series sealed.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 Evaluation Reports psf FL8888 R5 AE ER-07-0005-R3 022212 0011.adf Created by Independent Third Party: Yes .___._.._._.-.-.... ........ 8888.14 618 Insulated Rolling Steel Service 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 "888 R5 H 27013 - 400.600 Series Install sealed.Ddi Approved for use outside HVHZ: Yes FL8888 R5 II 27013 600 series sealed.odf Impact Resistant: No Verified By: Joseph H. Dixon P.E. FL.No 7768 Design Pressure: +198.8Max/-198.8Max Created by Independent Third Party: No Other: Design pressure at test door width of 16' = +/-51.8 Evaluation Reports psf FL8888 RS AE ER-07-0005-113 022212 Q011.091f Created by Independent Third Party: Yes 8888.15 620 Insulated Rolling Steel Service Maximum design pressure for B' wide by 24' high door. Lower Door (20 Gauge) design pressures, calculated for up to 24' wide by 24' high door. Limits of Use Installation Instructions Approved for Lisa in HVHZ: No FL8888 R5 II 2.7013-_400.600 Series Install sealed.odf Approved for use outside HVHZ: Yes FL8888 RS II 2 1013 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 door width of 16' = +/-50.8 Evaluation Reports psf FL8888 R5 AE ER-07-OQ05-R3 022212 0011.odf Created by Independent Third Party: Yes 8888.16 j 622 Insulated Rolling Steel Service I Maximum design pressure for 8' wide by 24' high door. Lo it Door (22 Gauge) design pressures calculated For up to 24' wide by 24' high I door. Limits of Use I Installation Instructions Approved for use in HVHZ: No EZ 888 R5 11 27013 - 400,600 SCCIA-5 Install sealed.odf Approved for use outside HVHZ: Yes EL§888 95 tI 27013 690 serigg s9aled.2df Impact Resistant: No Verified By: Joseph H. Dixon P.E. FL.No.7768 Design Pressure: +178.9Max/-178,9Max Created by Independent Third Party: No Other: Design pressure at test door width of 16' = +/-50.0 Evaluation (Reports psf FL8888 R5 AE ER-07-0005-113 022212 0011.Ddf Created by Independent Third Party: Yes ea_h rtzzt Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 i The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic .mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 550.487.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: fiW floddabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtYtsw8jP6BrAlPacp/g2fuYV8PcVVZI°/g2fflFg/g2fCcg/p3d 4/5 /10/2018 Florida Building Code Online Cie cF Gard $3fi� https://www.floridabuilding.org/prtpr app_dtl.aspx7param=wGEVXQwtDgtYtsw8jP6BrAlPac%2fuYV8PcVVZI`/`2ff1F%2fCc%3d 5/5 Installation Instructions ® Models: 201, 202, 203, 204, 205, 211, 231, 232, 233, 234, & 235 USE ASTA DOOR CORPORATION PARTS ONLY • ALL OTHERS SHALL VOID WARRANTY., ASTA Door Corporation SHOULD QUESTIONS ARISE, PLEASE CONTACT ASTA DOOR CORPORATION AT (770) 974-2600 2s ' ��• � 14 O 2 —'� •r•. • 10 17 4us . . I CHAIN CUP 30 1 DIAGRAM i l 131 f OIAGPAM 3I DIAL GRAM 4— DIAGRAM 57 DIAG NI 6 j DIAGRAM 7 o•�� ccoQ'' DIAGRAM 2 j ST[C I 32 DOOR fp 33 i-•-OPENING Steel Buildirig Plate for Steel Frame, Bracing Required" i j DIAGRAMS CURTAIN 01 CURTAW CURTAINJ� N1 W`�'t1N �'V CURTAIN H CURTAIN lI3' — iB' 2-11e' 3-12' i•'�- 7�d 3112' 14- Imo- 2-3;a'-ill STEEL OR WOOD STANDARD GUIDE 2.3f3' �- CONCRETE OR MASONRY STANDARD GUIDE •SEE NOTE STEP 9 PAGE 4 STEEL OR WOOD HEAVY DUTY GUIDE CONCRETE OR MASONRY HEAW. DUTY GUIDE •SEE NOTE STEP 9 PAGE 4 STEEL OR WOOD I WINOLOCK GUIDE I CONCRETE OR MASONRY WINDLOCK GUICE PARTS LIST .._ --- ALL DOOR MODELS 32 310400 Standard Steel Moundn Plates d?aiQ I CHAIN HOIST 1 Vanes. Tap Sheet - 33 310410 Hea Dury Steel Mounttn Plates (Pair) — 49 420000 Dired Drive Complete Assembly 2 Vanes Azle Pipe EE]E174 MODELS: 201, 202. 203 & 204 49 420!00 Direct Drive Gear 3 Varies Spring, '-.H. Varies Corrugated Door Sheet 50 420200 Chain Gu)•ie, Direct Drive. 4 Vanes Spring, 9.t1. 35 26000D PVC Ruboer Sidectrip, Canmercial Gray. , 51 7301nn /e• - ;6 z 1 /z' Hex Head Bolt -Cast 52 430000 Reduction Gear complete Assembly 5 6 230003 Spnng Clamp Assy, _ Varies Bottom Angle MODELS: 231. 232, 233, 234 & 235 53 430101 PlanetarySprocket 7 270201 Blade Asta al, Bnttorn Weatnerseal 36 26G062 PVC Rubber Sidestri , Industrial _ 54 a30102 Internal Rin Gear_ _ 8 310101 Axle Saad a Casung 37 260001 High Tensile, Steel Sidestrip 55 430103 1 Idter Gear, Casl 9 -310103 Axle Saddle Stamping fdzmFl 38 750403 PVC Button with Rivet 11 430200 Itller Gear Cartier Assembi 10 31DI02 Keeper Plate, Standard f2 hotel . 57 430300 Chain Guide Assembtv _� 11 420101 Kea or Plat^, Extended (4 hole) MODELS: 202, 204, 232, 234 - INSULATELO ONLY 58 430164 Azle Collar ' 1.2 I 77U31 -1 U-Boll. 38 260301 Insulation; Double Fail 59 730202 , '/16' - to x 3' Hex Head Bolt 13 730103 -' s 24 x 3'W Hex Head Boll r 40 260401 M lar Ta a 2"1 _— 6D 74D202 �/1._s_- 18 Self Locking Nm 9- - 24 I•lev NAn !Fine Thread) 41 63P762 i 'ro Drat! Stop (2'/2' Wide) .61 430106 i stayBrace ,14 i•15 .74010E 740103 __ e' 16 Hex Nut 42 636003 ! Side Drab Stop 62 750202 •/1e' • 18 x ! /4" Flat Head Slotted Boll ' 16 75010L — Pat Washer.1V - 63 740102 I /10" Lock Washer -- 17 750203 Lock Washer, e•' MODELS: 203, 204,233. 234 - WINDLOCK ONLY 64 730702 014 z /4• Tek Scraw 18 280301 Door Stop - Lift Clio 43 270501 Windlock GIp 65 420100 Pocket YYheel Complete RO AacamDly` 19 260109 Slide Bog Leek 44 720101 •''/16- Riml 66 420104 Pocket Wheel Assembly 20 730301 /4' - 20. Truss :laze Stetted E1oh - 67 420105 Drive Sprocket, 1 - 41836 21 740201 I 4' - 2O SeN Locxin Nut MODELS: 203 & 204 6B 420106 Roller Chain #41 22 740102 i 16" - 17. HBx Nut 146 270502 Windlock Clip Backer Pare 69 420107 Spacer Pipe (1- x 1 /1e- ID) 231 750101 _ ' Flat Washer. 24 410102 4" Rape MODELS: 235 & 235 - WINDBAR ONLY ELECTRIC OPERATION 25 _ 420300 _ _ j -Hand Cnain Clip - 461 270030 I4 x 4 Square Tutor 70 440000 ' ED Kit Comptate AscemDly, Old le 26 420400 1 Hand Chain 47 720101 t6' Po Rivet 71 440001 Drive Sprocket, #41 P. 72 Tooth 27 750104 1 16' ID Round Flat Washer 72 440602 I Flat Bar Brace _ 28 22D303 12" Drum Assembly wraearing 73 420003 FT2 Spacer 4• square tube x /8" 1 29 310200 Support Bradtet RH 74 730104 a' - 24 x 4 z" Hez Head BoC 1 30 370300 Su url Bracket LH 75 440607 EO Ktl Complete Assembly, New el 31 Varies I Door Guides) 176 780001 ASTA Door Label IMPORTANT REMARKS: DO NOT CUT THE BANDS WHICH HOLD DOOR IN A ROLL. YOU WILL BE TOLD AT A 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. Check the height and width of the opening. S. Check it the, iambs are plumb. C. Check if the floor and header are level. D. Check the dimension panel for side room and head room requirements. (SEE DIAGRAM 9) DIAGRAM 9 CEILING H.-Y ROLL•A-DOOR1 SUPPORTx BPACHErS- -�C OPENINGSEE �. All anoTtk� HEIGtrr �77 STEP #2 - INSTALL BRACKETS A. Mark the horizontal location of the support brackets (SEE DIAGRAM 9). 13. Mark the vertical location of the support brackets by using a transit or water level. THE DOOR MUST13E LEVEL. NOTE: Verity minimum headroom require- ments. Dimension "X". If sufficient, lower the brackets until"Z" is obtained. If the bracket is lowered 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 wall fasteners required to obtain a solid mounting. Use through bolts on soft block or brick. CLEARANCE REQUIREMENTS (HEADROOM) HEIGHT X Y z up to 8'-0- 20" 9-I/2• 10-1/2- Up to 10'-0" 21" 10' 11" Up to 1&-0' 23' it- 12" Up to,20'-0' 24' 12- I 12' DRIVE 7m At* A2 •Shown as Lett Hand Drive Side. Right is opposite Push Up / Rope 6' 6' Direct Drive 9" 6 Packet Wheel Reduction Gear 9' 6- Cast Reduction Gear 9" 6' Electric Operator 9• S. NOTE: • Doors with Heavy Duty Guides, add 1" to Al and A2 dimensions. • All Windfock Doors add 1" to At and A2 Dimensions. • Note proper bracket location and .provide ade- quate backing. DIAGRAM 10 STEP #3 - DRIVE INSTALLATION A. Install ROPE (if equipped) as follows: 1. Drill minimum 3/6" hole in center of bottom angle. Thread Ile rope through hole and tie knot in both ends. B. Install DIRECT DRIVE CHAIN HOIST (If Equipped) as follows: 1. Slide Direct Drive Assembly (43) onto door axle. 2. Align holes and install a/e" x 11/2" Hex Bolt (51) through rear of end drum. 3. Install 3/6' nut (t5) and lock washer (17) and tighten securely. Repast. 4. Food Hand Chain through the Drive Assembly, (SEE DIAGRAM 11) DIAGRAM 11 C. Install the CAST REDUCTION GEAR CHAIN HOIST (If Equipped) as follows: 1. Slide round flat washer (27) onto door axle 2. Slide Idler. Gear Assembly (55, SM onto door axle. 3. Slide Planetary Sprocket assembly (53) and Chain Guide Assembly (57) onto door axle and over idler gear carrier tube. 4. Slide collar over the idler gear tube and align holes. 5. Secure with S/+s" x 3" hex head bolt (59), and s/1e' seH locking nut (60), (SEE DIAGRAM 12) NOTE: Keep Idler Gear at a 10 or 2 o'clock position with the bottom angle being at 6 o'clock. DIAGRAM 12 59 27 5a 6 PLANETARY SPROCKET IDLER ASSEMBLY GEAR `•i3.`'7 ASSEMBLY 55,56 D. Install the POCKET WHEEL REDUCTION GEAR CHAIN -HOIST Of Equipped) as follows: 1. install Drive Sprocket (67) on preferred side using 3/e" x 11/2' Hex Bolt (51). 2. Slide 1" pipe spacer (69) onto door axle. 3. Slide pocket wheel assembly (66) onto door axle and align sprockets parallel to each other. 4. Conned drive chain (08) around both sprockets using the master link provided. S. After door tension has been adjusted. (STEP 6) Tighten set screws on pocket wheel assembly. NOTE: � ��• 11 further adjustment Is ne.W sat . • 'i screws must be loosened for adjust rp�t and retighten after adjustment. (SEE DtAkft DIAGRAM 13 a�41 DRIVE SPROCKET A— �WHE� ASSEMBLY � r. Is SCREW ` DOOR ,� S R;I- E. Install "NEW STYLE" ELECTRIC OPERATOR KIT of Equipped) as follows, 1. Install E.O. Sprocket (71) to end drum at door, an preferred side using ale" x 1112" Hex Bolt 4 (51), 3/s• Nuts (15) and 3/a" Lock Washer (17). 2. Slide flat round washer (27) and spring damp, 'assembly (5) onto door axis and secure set screw with damp and washer against bearing, of the end drum. (SEE DIAGRAM 14) DIAGRAM 14 is -ni 17 75 ` , 5 2 1 ��51 i F. Install "OLD STYLE" ELECTRIC OPERATOR KIT Of Equipped) as follows: 1. Remove spring clamp assembly (5)'from door, axle (if supplied). 2. Insert a/a' x 4 1/2" bolts (74), with 3/6' lock wash- er (17) through ovary other 3/a" hole in end drum. 3. Slide one end of flat bar brace (72) over each' bolt and then slide 3N' pips.spacer (73) over i each bolt. Slide opposite end of flat bar bracei over the next bolt in counter clockwise rotation. 4: Slide bearing drum assembly over the three bolts. 5. Attach and tighten ale flat washers (16). 3/s" ' (17) Lock Washers, and 3/a' nuts (14) to and of bolts. e. Slide round flat washer (27) and spring clamp, assembly (5) onto door axle and secure against the bearing drum assembly (26). (SEE DIAGRAM 15) . NOTE: New Style E.O. Kits are to be used wit "flush' end drum position, and Old Style E.O. Kits e to be used With "recessed" end drum position. rr STEP #d - POSITION DOOR ASSEMBLY , Place the axle clamp (9) or axle casting (6) on to door support bracket (29,30), Lift the door assorn- bly up onto the support brackaL (SEE DIAGRAM 16). Center door assembly in the opening, if side- ways movement is necessary, be certain the door curtain end the axle move together. Position the door as class to the header i as possible. Allow room to spin the door. Do not allow the door curtain to scrape the header. Do not use torkhtte or genie lifts with unprotected arms/forks. This can cause irreparable damage to�door curtain. OIAGfi—, STEP #5 - AXLE HARDWARE A. MANUAL PUSH-UP / ROPE DRIVE: (Both sides) 1. Place axle clamp (9) onto horizontal member of the support bracket (29,30) and under the door axle. 2. Place'h" U-Soft (12) over door axle and through axle clamp. 3. Fasten U-Bolt using 3/a" nut (15), 3/9" flat wash- er (16) and 3/8' lock washer (17) — tighten securely. (SEE DIAGRAM 17A) DIAGRAM 17 B. DIRECT DRIVE CHAIN HOIST (Drive Side): 1. Place axle saddle casting (S) onto horizontal member of support bracket and under the door axle. 2. Place the axle clamp (9) and the extended keeper plate (11) over the door axle as shown to extend keeper plate over the direct drive chain guide channel (50). 3. Fasten together using s/o" x 31/2" hex bolt (13). 3/4" lock washer (17), No" fiat washers (16), and DIAGRAM 19 3/9" nuts (fine thread) (14) — tighten securely. (SEE DIAGRAM 178) N C. CAST REDUCTION DRIVE CHAIN HOIST (Drive Side): 1. Place the axle saddle casting (9) onto the sup- port bracket (29,30) and under the door axle. 2. Place the two axle clamps (9) and extended N• keeper Plate (11) on top of the door aide as ! 4�, shown.��, 3. Fasten axle saddle casting, axle clamp and p ° !Y� extended {beeper ), selock together using 3/e" 1c. ' ; ' 31/2` hex bolts (13), 3/e' lack washers (17) ::/e` flat washers (16), and ale" nuts (fine thred4 (14): —tighten securely. (SEE DIAGRAM 17d)`1 • o I ...•°° P 4. Fasten secondary axle clamp, extended keeper plate and' 3/e' U-Bolt (12) using 3/s" lock wash- ers (17). 3/s" flat washers. (161, =to-" nuts (15) — tighten securely. (SEE'DIAGRAM17C) 5. Install; stay brace (6.1); onto chain guide channel (571 using; "/rs x 1114"flat head' bolt (62) and 15pe nut (60)and tightensecurely. S. Fasten the stay brace to the support bracket using. a.(64) #14 Tek Screw and Ile flat washer (23). (SEE' DIAGRAM 17C) D. POCKET WHEEL REDUCTION DRIVE CHAIN HOIST' (Drive Skit) and OLD' ORt' NEW STYLE KITS FOR ELECTRIC' OPERATION: .1. Same steps as, "Cast Reduction Drive" with the exception. of #5,and #6. Packet wheel reduc- tion drive and E.Q. kits, do not require a stay brace. E. NON -DRIVE SIDE (for Direct Drive, Cast or Pocket Wheel R'duetfon Drives and E.O. Kite): 1. Place axle saddle casting (a) onto horizontal member of support bracket and under the door axle_ 2. Place the axle clamp (9) and the standard keeper plate (10)> over the door axle as shown. 3. Fasten together using,3/3" x 3112' hex bolt (13), 3/9' lock washer (17)', 3/8" flat washers (16), and 3/e" nuts (fine thread) (14) — tighten securely. (SEE DIAGRAM 170). ®TE: Requires a minimum of 40 lbs. torque to properly secure hardware. STEP # 6 - PRE TENSION SPRINGS A. Install chain cllp (25) approximately 4'0" above floor an chain operated doors. Installation must be secure. B. Apply pre -tension to the springs by rotating the door two (2), turns in a forward direction {SEE DIAGRAM 16). The bottom angle is to be in a 6 o'clock position. DIA_QRAM 18 O C. If you're unable to rotate door to pre -tension use a pipe wrench to rotate axle in opposite. direction. With one person on each side of door, each par- son should firmly place a large pipe wrench on the door axle as shown In DIAGRAM 19. Pull down to apply tension incrementally until you achieve 2 full rotations of the door axle. Then tighten the axle hardware. D. Repeat Step C if adjustment Is necessary. ,us STEP #7 - CUT THE BANDS EMMEM, door is now under tension. Before cutting the bands; take hokt of the door roll by the bottom angle. A. Cut the bands and, bring, the curtain down no further than 1/4 the height of the door opening. Secure chain over the chain retainer, or wedge a wood prop between the bottom angle and'the. door roll to prevent upward'traveli . STEP #8 - INSTALL DOOR STOPS, . (Lift Clipsy AND SLIDE BOLT LOCKS A. Install'the door stops • (flip and the slide bolt locks using 114" x 11/4` truss head' bolt (20); 1/4"'flat" washers (23), s/1s" nut(22)', and 1/4"'self locking.` . nut (21) per side: B. Electrically operated doors stilt require doorstops (lift clips) to be instailedt DIAGRAM 20, 23 19' 22.' 21 . 0, �if1t• m, NOTE: when installing slide bott locks; the threads from the truss heaciboit protruding from tiie sell locking nut should be removed to aflush'position with the self locking nut to prevent door from hanging up on the head stops. Clamp a pair of vice grips onto the thread and break off. STEP #9 - INSTAL. DOOR GUIDES A. The head stops on the guides should be no more than 1" higher (to bottom of stops) than the door header. If not, cut the bottom of the guides to match your opening height and relocate slide bolt notch at bottom of guide. B. Models 201, 202, 2051 211, 231, 232, 235: Raise the door curtain so the bottom angle is approxi- mately 3" below the header. Slide the guide over the door curtain and position against.the'door opening allowing 114" clearance from edge of cur- tain to inside the guide. Install the top fasteners, lower curtain into guides slowly, maintaining proper clearance and stop at 6" above the floor. Install bottom fasteners. Check If the guides are plumb using a level. The fasteners should be located approximately ever 24" starting 6" from finished floor. Install balance of fasteners and bend the lead-in at the top of the guide to a 45 degree angle: (SEE DIAGRAMS 3 THRU S and 21) DIAGRAM 21 �- LEAD-IN stop C. Model 203, 204, 233, 234: Use same procedure a5 - above allowing 114' clearance between curtain and the Windlock spur, Lower the curtain into the' guides slowly. Be sure there is sufficient clearance for the windlock clips to enter the guides. (SEE DIAGRAM 7 and 8) D. For `1Nindload Certified Doors" rater to drawing.for fastener/anchor type and frequency. E. Spray silicone lubricant in.gufdas for ease of operation.