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HomeMy WebLinkAbout27402 27403 17996 12765.3Product Manufacturer Carports Anywhere Address/Phone/Email 10858 S.E. County Road 221 Starke, FL (352)468-1116 bodom@carportsanywhere.com Authorized Signature Brandie Odom bodom@carportsanywhere.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 Terrence E. Wolfe the Evaluation Report Florida License PE -44923 Quality Assurance Entity PRI Construction Materials Technologies, LLC. Quality Assurance Contract Expiration Date 06/23/2023 Validated By Brian Jaks, 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 FL27402 RI COI Letter of Certification.odf Standard ASTM E 1592 FM 4471 Product Approval Method Method 1 Option D Year 2005 1992 SCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications Contact Us BCIS Site Map Links Search b'r Product Approval IUSER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL27402-R1 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Carports Anywhere Address/Phone/Email 10858 S.E. County Road 221 Starke, FL (352)468-1116 bodom@carportsanywhere.com Authorized Signature Brandie Odom bodom@carportsanywhere.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 Terrence E. Wolfe the Evaluation Report Florida License PE -44923 Quality Assurance Entity PRI Construction Materials Technologies, LLC. Quality Assurance Contract Expiration Date 06/23/2023 Validated By Brian Jaks, 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 FL27402 RI COI Letter of Certification.odf Standard ASTM E 1592 FM 4471 Product Approval Method Method 1 Option D Year 2005 1992 Date Submitted 08/08/2019 Date Validated 08/09/2019 Date Pending FBC Approval 08/26/2019 Date Approved 10/15/2019 Surnmary or Nroaucts FL # Model, Number or Name 27402.1 Hampton Rib Roof Panel Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +46.9 psf/-57.3 psf Other: See evaluation report for various design pressures Install per Manufacturer's details. Not for use in HVHZ Zones. Description Hampton Rib Roof Panel over Open Framing Installation Instructions FL27402 R1 II Hampton Rib Roof Panel over open framina.pdf Verified By: Terrence E. Wolfe, P.E. 44923 Created by Independent Third Party: Yes Evaluation Reports FL27402 R1 AE Hampton Rib Roof Panel over open framing.ndf Created by Independent Third Party: Yes 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 mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The 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: = CA ® c:.rae M Credit Card Safe �i Force Engineering & Testing Inc. 19530 Ramblewood Drive Humble,TX 77338 Product Evaluation Report CARPORTS ANYWHERE Hampton Rib Roof Panel over open framing Florida Product Approval # 27402.1111 Florida Building Code 2017 Per Rule 61G20-3 Method: 1—D Category: Structural Components Subcategory: Roof Deck Compliance Method: 61G20 -3.005(1)(d) NON HVHZ Product Manufacturer: Carport Anywhere 10858 S.E. County Road 221 Starke, Florida 32091 Engineer Evaluator: Terrence E. Wolfe, P.E. # 44923 Florida Evaluation ANE ID: 1920 Validator: Brian Jaks, P.E. #70159 Contents: Evaluation Report Pages 1-4 CENSF:'n,�i IVo.449� STATE OF ; a o' F FL# 27402.1 R1 August 8, 2019 rForceEngineering & Testing Inc. 19530 Ramblewood Drive Humble,TX 77338 Compliance Statement: The product as described in this report has demonstrated compliance with the Florida Building Code 2017, Sections 1504.3.2, 1504.7. Product Description: Hampton Rib 26 Ga. and 29 Ga. Steel Roof Panel, 36" Wide, through fastened structural roof panel. Structural Application. Panel Material/Standards: Material: 26 Ga. Steel, ASTM A792 or ASTM A653 G90 Grade 50 29 Ga. Steel, ASTM A792 or ASTM A653 G90 Grade 80 Conforming to Florida Building Code 2017 Section 1507.4.3. Optional paint finish. Corrosion Resistance: Panel Material shall comply with Florida Building Code 2017, Section 1507.4.3. Panel Dimension(s): Thickness: 26 Ga.: 0.0185" min. order thickness 29 Ga.: 0.0142" min. order thickness Width: 36" maximum coverage Rib Height: %" major rib at 9" O.C. Panel Rollformer: MRS Metal Rollforming Systems Panel Fastener: #12-14 x %" HWH SD#3 with 14mm neoprene bonded washing or approved equal. Corrosion Resistance: Per Florida Building Code 2017, Section 1507.4.4. Substrate Description: Minimum 14 Ga. (Grade 50) Steel framing, Minimum 16 Ga. (Grade 50) Steel framing, or Minimum 18 Ga. (Grade 50) Steel framing. See Table A & B for steel gauge. Framing must be designed in accordance w/ Florida Building Code 2017. Allowable Design Pressures: Table "A" 26 Ga. Hampton Rib Roof Panel Maximum Design Pressure: -57.3 psf -72.9 psf -67.7 psf +46.9 psf +54.7 psf Panel Fastener Pattern: 2-1-2-1 2-1-2-1 2-1-2-1 2-1-2-1 2-1-2-1 Panel Span: 5'-0" O.C. 4'-0" O.C. 4'-0" O.C. 5'-0" O.C. 4'-0" O.C. Substrate: Min. 14 Ga. Steel Framing Min. 14 Ga. Steel Framing Min. 18 Ga. Steel Framing Min. 18 Ga. Steel Framing Min. 18 Ga. Steel Framing *Design Pressure includes a Safety Factor = 2.0. E . • E" E. 4,,0J.i -to STATE OF ; q s,�.orr,� �i FS • . . •v4 �� CAA I� S• Mxm 10 N+ 1 1 ti 1► ���,� FL# 27402.1 RI August 8, 2019 rForcengineering & Testing Inc. 19530 Ramblewood Drive Humble,TX 77338 Table "B" 29 Ga. Hampton Rib Roof Panel Maximum Design Pressure: -57.3 psf -150.9 psf +39.0 psf +143.1 psf Fastener Pattern: 6"-3"-6"-3"-6"-3"-6" 6"-3"-6"-3"-6"-3"-6" 6"-3"-6"-3"-6"-3"-6" 6"-3"-6"-3"-6"-3"-6" Fastener Spacing: 4'-0" O.C. 2'-0" O.C. 4'-0" O.C. 2'-0" O.C. Substrate: Min. 16 Ga. Steel Framing Min. 16 Ga. Steel Framing Min. 16 Ga. Steel Framing Min. 16 Ga. Steel Framing 'Design Pressure includes a Safety Factor= 2.0. Code Compliance: The product described herein has demonstrated compliance with The Florida Building Code 2017, Section 1504.3.2, 1504.7. Evaluation Report Scope: The product evaluation is limited to compliance with the structural wind load requirements of the Florida Building Code 2017, as relates to Rule 61G20-3. Performance Standards: The product described herein has demonstrated compliance with: ■ ASTM E 1592-05 (2012) Test method for structural performance of sheet metal roof and siding systems by uniform static air pressure difference ■ FM 4471-92 - Foot Traffic Resistance Test Reference Data: 1. ASTM E 1592-05 (2012) Test Force Engineering & Testing, Inc. (FBC Organization # TST-5328) Report No. 667 -0060T -18A -E, 667 -0061T -18A -D 2. FM 4471-10, Section 4.4 Foot Traffic Resistance Test Force Engineering & Testing, Inc. (FBC Organization # TST-5328) Report No. 667 -0060T -18F, 667 -0061T -18E 3. Certificate of Independence By Terrence E. Wolfe, P.E. (No. 44923) @ Force Engineering & Testing, Inc. (FBC Organization # ANE ID: 1920) Test Standard Equivalency: The FM 4471-10, Foot Traffic Resistance test standard is equivalent to FM 4471-92. Quality Assurance Entity: The manufacturer has established compliance of roof panel products in accordance with the Florida Building Code and Rule 61G20-3.005 (3) for CENSF<A% ^No.44 STATE OF ; a CDAL FL# 27402.1 R1 August 8, 2019 �a Force Eyineeting & Testing Inc. 19530 Ramblewood Drive Humble,TX 77338 manufacturing under a quality assurance program audited by an approved quality assurance entity. Minimum Slope Range: Minimum Slope shall comply with Florida Building Code 2017, including Section 1507.4.2 and in accordance with Manufacturers recommendations. For slopes less than 3:12, lap sealant must be used in the panel side laps. Installation: Install per manufacturer's recommended details. Insulation: Manufacturer's approved product (Optional) Roof Panel Fire Classification: Fire classification is not part of this acceptance. Shear Diaphragm: Shear diaphragm values are outside the scope of this report. Design Procedure: Based on the dimensions of the structure, appropriate wind loads are determined using Chapter 16 of the Florida Building Code 2017 for roof cladding wind loads. These component wind loads for roof cladding are compared to the allowable pressure listed above. The design professional shall select the appropriate erection details to reference in his drawings for proper fastener attachment to his structure and analyze the panel fasteners for pullout and pullover. Support framing must be in compliance with Florida Building Code 2017 Chapter 22 for steel, and Chapter 16 for structural loading. ♦���Itti�rrtr.��i ♦ O NO.449� '• *' jell STATE OF ; ac 0 O IRS. smr erram. �� Fs; • . OAA �I S V 02rrn fOMi��►ti "o FL# 27402.1 R1 August 8, 2019 6.• 26 GA. HAMPTON RIB FASTENER PATTERN 2-1-2-1 # 12 -14 x 3/4" H'WH S03 W/ 14MM BONDED NEOPRENE WASHER 29 GA. HAMPTON RIB FASTENER PATTERN 6"-3"-6"-3"-6"-3"-6" #12-14 x 3/4" HWH S03 W/ 14MFA BONDED NEOPRENE WASHER GUto of Flod t C.O.A. t# 2f+1723 \`+++++tllll)i1111111j, \\0��C E F: Ljr��i�i4 O T No.44923 < �0 STATE OF �''• '`F'' FC R I'D August 8, 2019 BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications Contact Us BCIS Site Map Links Search ba_ r o;� Product Approval p I USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL27403-R1 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Carports Anywhere Address/Phone/Email 10858 S.E. County Road 221 Starke, FL (352)468-1116 bodom@carportsanywhere.com Authorized Signature Brandie Odom bodom@carportsanywhere.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Structural Components Subcategory Structural Wall 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 Terrence E. Wolfe the Evaluation Report Florida License PE -44923 Quality Assurance Entity PRI Construction Materials Technologies, LLC. Quality Assurance Contract Expiration Date 06/13/2023 Validated By Brian ]aks, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL27403 R1 COI Letter of Certification.Ddf Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code 1709.2 Product Approval Method Method 2 Option B Date Submitted 08/08/2019 Date Validated 08/09/2019 Date Pending FBC Approval 08/26/2019 Date Approved 10/15/2019 Summary of Products FL # Model, Number or Name Description 27403.1 Hampton Rib Wall Panel Hampton Rib Wall Panel over open Framing Limits of Use Installation Instructions Approved for use in HVHZ: No FL27403 R1 II Hampton Rib Wall Panel over open Approved for use outside HVHZ: Yes framino.pdf Impact Resistant: N/A Verified By: Terrence E. Wolfe, P.E. 44923 Design Pressure: +46.9 psf/-57.3 psf Created by Independent Third Party: Yes Other: See Evaluation Report for various Design Pressures. Evaluation Reports Install per Manufacturer's Details. Not for use in HVHZ FL27403 RS AE Hampton Rib Wall Panel over open Zones. framina.pdf Created by Independent Third Party: Yes 27403.2 Resi-Lap Siding Wall Panel Resi-Lap Siding Wall Panel over open Framing Limits of Use Installation Instructions Approved for use in HVHZ: No FL27403 R1 II Resi-Lap Wall Panel.pd Approved for use outside HVHZ: Yes Verified By: Terrence E. Wolfe, P.E. 44923 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +40.0 psf/-37.0 psf Evaluation Reports Other: +40.0 psf at 4'-0" o.c. -37.0 psf at 4'-0" o.c. Install FL27403 R1 AE Resi-Lap Wall Panel odf per Manufacturer's Details. Not for use in HVHZ Zones. Created by Independent Third Party: Yes 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 mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The 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: 71 © ® :rrr M Credit Card Safe rForcengineering & Testing Inc. 19530 Ramblewood Drive Humble,TX 77338 Product Evaluation Report CARPORTS ANYWHERE Hampton Rib Wall Panel over open framing Florida Product Approval # 27403.1111 Florida Building Code 2017 Per Rule 61G20-3 Method: 2—B Category: Structural Components Subcategory: Structural Wall Compliance Method: 61G20 -3.005(2)(b) NON HVHZ Product Manufacturer: Carport Anywhere 10858 S.E. County Road 221 Starke, Florida 32091 Engineer Evaluator: Terrence E. Wolfe, P.E. # 44923 Florida Evaluation ANE ID: 1920 Validator: Brian Jaks, P.E. #70159 Contents: Evaluation Report Pages 1- 4 NC�E C. c E NSF :'� • No. 444 q • STATE OF ; a Sub OfFhaifti Fs.. �'♦ FL# 27403.1 R1 August 8, 2019 �y Force Engineering & Testing Inc. 19530 Ramblewood Drive Humble,TX 77338 Compliance Statement: The product as described in this report has demonstrated compliance with the Florida Building Code 2017, Sections 1709.2. Product Description: Hampton Rib 26 Ga. and 29 Ga. Steel Wall Panel, 36" Wide, through fastened structural wall panel. Structural Application. Panel Material/Standards: Material: 26 Ga. Steel, ASTM A792 or ASTM A653 G90 Grade 50 29 Ga. Steel, ASTM A792 or ASTM A653 G90 Grade 80 Conforming to Florida Building Code 2017 Section 1405.2. Panel Dimension(s): Thickness: 26 Ga.: 0.0185" min. order thickness 29 Ga.: 0.0142" min. order thickness Width: 36" maximum coverage Rib Height: %" major rib at 9" O.C. Panel Rollformer: MRS Metal Rollforming Systems Panel Fastener: #12-14 x W HWH SD#3 with 14mm neoprene bonded washing or approved equal. Corrosion Resistance: Per Florida Building Code 2017. Substrate Description: Minimum 14 Ga. (Grade 50) Steel framing, Minimum 16 Ga. (Grade 50) Steel framing, or Minimum 18 Ga. (Grade 50) Steel framing. See Table A & B for steel gauge. Framing must be designed in accordance w/ Florida Building Code 2017. Allowable Design Pressures: Table "A" 26 Ga. Hampton Rib Wall Panel Maximum Design Pressure: -57.3 psf -72.9 psf -67.7 psf +46.9 psf +54.7 psf Panel Fastener Pattern: 2-1-2-1 2-1-2-1 2-1-2-1 2-1-2-1 2-1-2-1 Panel Span: 5'-0" O.C. 4'-0" O.C. 4'-0" O.C. 5'-0" O.C. 4'-0" O.C. Substrate: Min. 14 Ga. Steel Framing Min. 14 Ga. Steel Framing Min. 18 Ga. Steel Framing Min. 18 Ga. Steel Framing Min. 18 Ga. Steel Framing *Design Pressure includes a Safety Factor = 2.0. G E. Z,IV0 C E k No. 444 STATE OF ; 0 RI s�.�r�m. �i FS • . 1 � ODA. % O+�rtlrtil►�V FL# 27403.1 R1 August 8, 2019 rForcegineering & Testing Inc. 19530 Ramblewood Drive Humble,TX 77338 Table "B" 29 Ga. Hampton Rib Wall Panel Maximum Design Pressure: -57.3 psf -150.9 psf +39.0 psf +143.1 psf Fastener Pattern: 6"-3"-6"-3"-6"-3"-6" 6"-3"-6"-3"-6"-3"-6" 6"-3"-6"-3"-6"-3"-6" 6"-3"-6"-3"-6"-3"-6" Fastener Spacing: 4'-0" O.C, 2'-0" O.C. 4'-0" O.C. 2'-0" O.C. Substrate: Min. 16 Ga. Steel Framing Min. 16 Ga. Steel Framing Min. 16 Ga. Steel Framing Min. 16 Ga. Steel Framing Design Pressure includes a Safety Factor = 2.0. Code Compliance: The product described herein has demonstrated compliance with The Florida Building Code 2017, Section 1709.2. Evaluation Report Scope: The product evaluation is limited to compliance with the structural wind load requirements of the Florida Building Code 2017, as relates to Rule 61G20-3. Performance Standards: The product described herein has demonstrated compliance with: ■ ASTM E 1592-05 (2012) Test method for structural performance of sheet metal roof and siding systems by uniform static air pressure difference Reference Data: 1. ASTM E 1592-05 (2012) Test Force Engineering & Testing, Inc. (FBC Organization # TST-5328) Report No. 667 -0060T -18A -E, 667 -0061T -18A -D 2. Certificate of Independence By Terrence E. Wolfe, P.E. (No. 44923) @ Force Engineering & Testing, Inc. (FBC Organization # ANE ID: 1920) Quality Assurance Entity: The manufacturer has established compliance of roof panel products in accordance with the Florida Building Code and Rule 61G20-3.005 (3) for manufacturing under a quality assurance program audited by an approved quality assurance entity. Installation: Install per manufacturer's recommended details. Insulation: Manufacturer's approved product (Optional) Panel Fire Classification: Fire classification is not part of this acceptance. 41 1 STATE OF ; � p� . l'L 0 RI ID #i E`s; • . FL# 27403.1 R1 August 8, 2019 :Testing Force Engineering Inc. 19530 Ramblewood Drive Humble,TX 77338 Shear Diaphragm: Shear diaphragm values are outside the scope of this report. Design Procedure: Based on the dimensions of the structure, appropriate wind loads are determined using Chapter 16 of the Florida Building Code 2017 for wall cladding wind loads. These component wind loads for wall cladding are compared to the allowable pressure listed above. The design professional shall select the appropriate erection details to reference in his drawings for proper fastener attachment to his structure and analyze the panel fasteners for pullout and pullover. Support framing must be in compliance with Florida Building Code 2017 Chapter 22 for steel, and Chapter 16 for structural loading. CENSF<��i STATE OF ; 0 RI MWM I1 I sit, FL# 27403.1 R1 August 8, 2019 26 GA. HAMPTON RIB FASTENER PATTERN 2-1-2-1 #12-14 x 3/4' HWH SD3 W/ 14MM BONDED NEOPRENE WASHER 29 GA. HAMPTON RIB FASTENER PATTERN 6"-3"-6"-3"-6"-3"-6" ��j12-14 x 3/4" HWH SD3 W/ inMM DONDED NEOPRENE WASHER `�,p111�lUNry�� iYRe Of Vo>idti C.. E , ENSF �. Ro. 44923 ��. STATE 0 '''PF•' F40RID ss��+�t t u i ti►�����` \\ August s, 2019 BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications Contact Us BCIS Site Map Links Search db' r Product Approval IUSER: Public User Product ADDroval 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) Equivalence of Product Standards Certified By 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 Association American Architectural Manufacturers Association Standard ASTM E330 Year 2002 I affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity Yes No N/A FL17996 R1 COC Affirmation FL17996 418-1208 ss.pdf Product Approval Method Method 1 Option A Date Submitted 01/29/2018 Date Validated 01/29/2018 Date Pending FBC Approval Date Approved 02/04/2018 Summary of Products Go to Page - - 4) O Page 1/20 43 FL # Model, Number or Name Description 17996.1 Series 202-20S Steel Door Series 202-20S Steel O.S. Door w/ Vertical Slider Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17996 R1 C CAC EXR 202-20S Vertical Slider ASTM E330 olus5.ndf Approved for use outside HVHZ: Yes Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +30/-30 12/03/2018 Other: Installation Instructions FL17996 R1 II ELIX0034 Rev A Series 202-20S SS.ndf Verified By: Robert J. Amoruso, PE FL PE No. 49752 Created by Independent Third Party: Yes Evaluation Reports FL17996 R1 AE PER 1642 Rev3 415-0705 ss.Ddf Created by Independent Third Party: Yes 17996.2 Series 230 W9 Steel Door Series 230 W9 Steel O.S. Door w/ Cottage Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17996 R1 C CAC EXR 230 W9 Cottage ASTM E330 us5.Ddf Approved for use outside HVHZ: YesIn Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +30/-30 12/03/2018 Other: Installation Instructions FL17996 R1 Ii ELIX0033 Rev A Series 230 W9 SS.Ddf Verified By: Robert J. Amoruso, PE FL PE No. 49752 Created by Independent Third Party: Yes Evaluation Reports FL17996 R1 AE PER 1642 Rev3 415-0705 ss.Ddf 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 FL17996 R1 C CAC EXR 402-14 E330 DIus5.Ddf Quality Assurance Contract Expiration Date Approved for use outside HVHZ: Yes Impact Resistant: No 09/14/2020 Design Pressure: +40/-40 Installation Instructions Other: FL17996 R1 II ELIX0050 REV -A OS MODEL 402-14 ss.DdF Verified By: Robert J. Amoruso, PE FL PE No. 49752 Created by Independent Third Party: Yes Evaluation Reports FL17996 R1 AE PER 1951 Revla 415-0705 ss.Ddf Created by Independent Third Party: Yes 17996.4 Series 402-20S Vinyl Steel Out -swinging Regular Door - 20" slider window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17996 R1 C CAC EXR 402-20S E330 Dlus5.Ddf Quality Assurance Contract Expiration Date Approved for use outside HVHZ: Yes Impact Resistant: No 09/14/2020 Design Pressure: +40/-45 Installation Instructions Other: FL17996 R1 II ELIX0051 REV -A OS MODEL 402-20S ss.Ddf Verified By: Robert J. Amoruso, PE FL PE No. 49752 Created by Independent Third Party: Yes Evaluation Reports FL17996 R1 AE PER 1951 Revla 415-0705 ss.odf Created by Independent Third Party: Yes 17996.5 Series 407 Vinyl Steel Out -swinging Regular Door - Blank (no window) Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17996 R1 C CAC EXR 407 E330 Dlus5.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 09/14/2020 Design Pressure: +40/-45 Installation Instructions Other: FL17996 R1 II ELIX0052 REV -A OS MODEL 407 ss.Ddf Verified By: Robert J. Amoruso, PE FL PE No. 49752 Created by Independent Third Party: Yes Evaluation Reports FL17996 R1 AE PER 1951 Revla 415-0705 ss.Ddf Created by Independent Third Party: Yes 17996.6 Series 430 W9 Vinyl Steel Out -swinging Regular Door - 9 -Lite Window (1'8" x 3'0") Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17996 R1 C CAC EXR 430-W9 E330 olus5.1)df Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 09/14/2020 Design Pressure: +33/-40 Installation Instructions Other: FL17996 R1 II ELIX0053 REV -A OS MODEL 430-W9 ss.Ddf Verified By: Robert J. Amoruso, PE FL PE No. 49752 Created by Independent Third Party: Yes Evaluation Reports FL17996 R1 AE PER 1951 Revla 415-0705 ss.odf Created by Independent Third Party: Yes 17996.7 Series 6400 W9 Cottage Series 6400-W9 Non -Impact Inswing Painted Steel Door w/Adjustable Threshold Limits of Use w/Storm Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17996 R1 C CAC EXR 6400 E330 DIus5.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 09/16/2019 Design Pressure: +66/-56 Installation Instructions Other: FL17996 R1 II ELIX0056 Rev -A IS MODEL 6400-W9 WITH STORM DOOR ss.Ddf Verified By: Robert J. Amoruso, PE FL PE No. 49752 Created by Independent Third Party: Yes Evaluation Reports FL17996 R1 AE PER 1954 Rev2 415-0705 ss.Ddf Created by Independent Third Party: Yes 17996.8 Series 7500 Oval Series 7500 Non -Impact Inswing Vinyl Laminated Steel Door Series 8400-W9 Non -Impact Oval Inswing Vinyl Laminated w/Adjustable Threshold Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17996 R1 C CAC EXR 7500 Oval 21 adjustable threshold E330 olus5.odf Approved for use outside HVHZ: Yes Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +34/-50 09/17/2019 Other: Installation Instructions Other: FL17996 R1 II ELIX0055 Rev -A IS MODEL 7500 OVAL 21 WITH ADJUSTABLE THRFESHOLD ss.odf Verified By: Robert J. Amoruso, PE FL PE No. 49752 Created by Independent Third Party: Yes Evaluation Reports FL17996 R1 AE PER 1955 Rev2 415-0705 ss.Ddf Created by Independent Third Party: Yes 17996.9 Series 7500 Oval Series 7500 Non -Impact Inswing Vinyl Laminated Steel Door w/Storm Door and PVC lambs Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17996 R1 C CAC EXR 7500 Oval 23 E330 DIusS.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 09/16/2019 Design Pressure: +50/-50 Installation Instructions Other: FL17996 R1 II ELIX0060 Rev -A IS MODEL STR 7500 23 OVAL WITH STORM DOOR ss.odf Verified By: Robert J. Amoruso, PE FL PE No. 49752 Created by Independent Third Party: Yes Evaluation Reports FL17996 R1 AE PER 1955 Rev2 415-0705 ss.odf Created by Independent Third Party: Yes 17996.10 Series 8400 W9 Cottage Series 8400-W9 Non -Impact Oval Inswing Vinyl Laminated Steel Door w/Storm Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17996 R1 C CAC EXR 8400 E330 DIu55.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 09/16/2019 Design Pressure: +50/-50 Installation Instructions Other: FL17996 R1 II FLIX0057 Rev -A IS MODEL 8400-W9 OVAL WITH STORM DOOR ss.Ddf Verified By: Robert J. Amoruso, PE FL PE No. 49752 Created by Independent Third Party: Yes Evaluation Reports FL17996 R1 AE PER 1954 Rev2 415-0705 ss.odf Created by Independent Third Party: Yes 17996.11 Series 9000 Series 9000 Non -Impact Inswing Vinyl Laminated Steel Door w/Storm Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17996 R1 C CAC EXR 9000 50 E330 olus5.odf Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +50/-50 Other: Quality Assurance Contract Expiration Date 09/16/2019 Installation Instructions FL17996 R1 II ELIX0058 Rev -A IS BLANK 9000 DOOR W. STORM DOOR ss.Ddf Verified By: Robert J. Amoruso, PE FL PE No. 49752 Created by Independent Third Party: Yes Evaluation Reports FL17996 R1 AE PER 1954 Rev2 415-0705 ss.Ddf Created by Independent Third Party: Yes 17996.12 Series 9400 Cottage Series 9400-W9 Non -Impact Inswing Vinyl Laminated Steel Certification Agency Certificate Approved for use in HVHZ: No Door w/Storm Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17996 R1 C CAC EXR 9400 E330 DIus5.1)df Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 09/16/2019 Design Pressure: +50/-50 Installation Instructions Other: FL17996 R1 II ELIX0059 Rev -A IS MODEL 9400-W9 COTTAGE W. STORM DOOR ss.odf Evaluation Reports Verified By: Robert J. Amoruso, PE FL PE No. 49752 Created by Independent Third Party: Yes Created by Independent Third Party: Yes Evaluation Reports FL17996 R1 AE PER 1954 Rev2 415-0705 sspdf Created by Independent Third Party: Yes Series AFOF7N Non -Impact OS Fiberglass Door 17996.13 Series AFIF7N Series AFIF7N Non -Impact IS Fiberglass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17996 R1 C CAC EXR AFIF7N E330 olus5.ndf Quality Assurance Contract Expiration Date Approved for use outside HVHZ: Yes Impact Resistant: No 09/14/2019 Design Pressure: +38/-38 Installation Instructions Other: FL17996 R1 II ELIX0040 AFIF7N-BFIF7N RevA SS.odf Verified By: Robert J. Amoruso, PE FL PE No. 49752 Created by Independent Third Party: Yes Evaluation Reports FL17996 R1 AE PER 1952 Rev2 415-0705 ss.Ddf 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 R1 C CAC EXR AFOF7N E330 olus5.1)df Quality Assurance Contract Expiration Date Approved for use outside HVHZ: Yes Impact Resistant: No 09/14/2019 Design Pressure: +38/-38 Installation Instructions Other: FL17996 R1 II ELIX0042 AFOF7N-BFOF7N RevA ss.odf Verified By: Robert J. Amoruso, PE FL PE No. 49752 Created by Independent Third Party: Yes Evaluation Reports FL17996 R1 AE PER 1952 Rev2 415-0705 ss.odf Created by Independent Third Party: Yes 17996.15 Series AVIF7N Series AVIF7N Non -Impact IS Steel Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17996 R1 C CAC EXR AVIF7N E330 olus5.Ddf Quality Assurance Contract Expiration Date Approved for use outside HVHZ: Yes Impact Resistant: No 04/05/2020 Design Pressure: +25/-25 Installation Instructions Other: FL17996 R1 II ELIX0047 AVIF7N-BVIF7N RevA ss.odf Verified By: Robert J. Amoruso, PE FL PE No. 49752 Created by Independent Third Party: Yes Evaluation Reports FL17996 R1 AE PER 1953 Rev2 415-0705 ss.odf Created by Independent Third Party: Yes 17996.16 Series AVOF7N Series AVOF7N Non -Impact OS Steel Doors Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17996 R1 C CAC EXR AVOF7N E330 DIus5.1)df Quality Assurance Contract Expiration Date Approved for use outside HVHZ: Yes Impact Resistant: No 04/06/2020 Design Pressure: +21/-21 Installation Instructions Other: FL17996 R1 11 ELIX0048 AVOF7N-BVOF7N RevA ss.odf Verified By: Robert J. Amoruso, PE FL PE No. 49752 Created by Independent Third Party: Yes Evaluation Reports FL17996 R1 AE PER 1953 Rev2 415-0705 ss.Ddf Created by Independent Third Party: Yes 17996.17 Series BFIF7N Series BFIF7N Non -Impact IS Fiberglass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17996 R1 C CAC EXR BFIF7N E330 DIus5.1)df Quality Assurance Contract Expiration Date Approved for use outside HVHZ: Yes Impact Resistant: No 09/15/2019 Design Pressure: +38/-38 Installation Instructions Other: FL17996 R1 II ELIX0040 AFIF7N-BFIF7N RevA SS.DdF Verified By: Robert J. Amoruso, PE FL PE No. 49752 Created by Independent Third Party: Yes Evaluation Reports FL17996 R1 AE PER 1952 Rev2 415-0705 ss.Ddf Created by Independent Third Party: Yes 17996.18 Series BFIF7S Series BFIF7S Non -Impact IS Fiberglass French Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17996 R1 C CAC EXR BFIF7S E330 Dlus5.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 09/15/2019 Design Pressure: +38/-38 Installation Instructions Other: FL17996 R1 II ELIX0046 BFIF7S RevA ss.Ddf Verified By: Robert J. Amoruso, PE FL PE No. 49752 Created by Independent Third Party: Yes Evaluation Reports FL17996 R1 AE PER 1952 Rev2 415-0705 ss.Ddf Created by Independent Third Party: Yes 17996.19 Series BFOF7N Series BFOF7N Non -Impact OS Fiberglass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17996 RI C CAC EXR BFOF7N E330 1)Ius5.1)df Quality Assurance Contract Expiration Date Approved for use outside HVHZ: Yes Impact Resistant: No 04/06/2020 Design Pressure: +30/-30 Installation Instructions Other: FL17996 R1 II ELIX0042 AFOF7N-BFOF7N RevA ss.Ddf Verified By: Robert J. Amoruso, PE FL PE No. 49752 Created by Independent Third Party: Yes Evaluation Reports FL17996 R1 AE PER 1952 Rev2 415-0705 ss.Ddf Created by Independent Third Party: Yes 17996.20 Series BVI63S Series BVI63S Non -Impact Single Inswing Door w/Fixed Lite Insert and Outswing Storm Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17996 R1 C CAC FXR BVI63S E330 DIus5.Ddf Quality Assurance Contract Expiration Date Approved for use outside HVHZ: Yes Impact Resistant: No 12/17/2021 Design Pressure: +65/-65 Installation Instructions Other: FL17996 R1 II FLIX0061 BVI63S RevA ss.Ddf Verified By: Robert J. Amoruso, PE FL PE No. 49752 Created by Independent Third Party: Yes Evaluation Reports FL17996 R1 AE PER 2244 Rev2 415-0705 ss.Ddf Created by Independent Third Party: Yes Go to Page 0 0 O Page 1/ 2 0 0 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 mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The 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: nv' Cl ® Ed M Credit Card Safe (Validator / Operations Administrator) Elixir Door and Metals Company 1215 Pope Drive Douglas, GA 31533 Attn: Randall Yarberry AAMA CERTIFICATION PROGRAM AUTHORIZATION FOR PRODUCT CERTIFICATION The product described below is hereby approved for listing in the next issue of the AAMA Certified Products Directory. The approval is based on successful completion of tests, and the reporting to the Administrator of the results of tests, accompanied by related drawings, by an AAMA Accredited Laboratory. 1. The listing below will be added to the next published AAMA Certified Products Directory. SPECIFICATION AAMA INTERIM DOOR CERTIFICATION PROGRAM RECORD OF PRODUCT TESTED ASTM E 330-02 STP = +60, -67.5 psf ASTM E 330-02 DP = +40, -45 psf SERIES MODEL & PRODUCT COMPANY AND PLANT LOCATION CPD NO. MAXIMUM SIZE TESTED DESCRIPTION Elixir Industries 407 FRAME LEAF 7459 (ALUMINUM FRAME) (X -OS) Plant Code: EXR 3101. " x 6'8" 2'11" x 6'7" 2. This Certification will expire September 14, 2020 (extended from September 14, 2015 per AAMA 103-15) and requires validation by continued listing in the current AAMA Certified Products Directory until withdrawn by manufacturer. 3. Product Tested and Reported by: Dallas Laboratories, Inc. Report No.: 44278 rev. Date of Report: December 20, 2011 Date: January 5, 2012 Revised: August 11, 2015 Cc: AAMA SBS ACP -04 (Rev. 1/11) Validated for Certification Associated Laboratories, Inc. 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Model and/or Description Elixir Door and Metal Company Non -Impact Glazed or Opaque, Inswing or Outswing, Painted Steel or 1215 Pope Drive Vinyl Laminated Steel Doors with or without Strom Door — X Douglas, GA 31533 Code: Current Edition of the Florida Building Code Compliance Method: Fla. Admin. Code R. 61G20 -3.005(1)(a) — Certification Mark or Listing; as administered by the Florida Department of Business and Professional Regulation. Product Testing, Materials and Certification: Test Reports by Dallas Laboratories, Inc., 1323 Wall ST. Dallas, TX 75215 • ELIX0050: #44276, dated December 22, 2011 to ASTM E330-02 • ELIX0051: #44277, dated December 21, 2011 to ASTM E330-02 • ELIX0052: #44278, dated December 21, 2011 to ASTM E330-02 • ELIX0053: #44279, dated December 21, 2011 to ASTM E330-02 Product Installation Instructions: All drawings listed below by PTC Product Design Group, Revision A, Dated 8/3/15, signed and sealed by Robert. J. Amoruso, P.E. • ELIX0050: Model 402-14 Non -Impact Outswing Vinyl Laminated Steel Door w/Storm Door • ELIX0051: Model 402-20S Non -Impact Outswing Vinyl Laminated Steel Door w/Storm Door • ELIX0052: Model 407 Non -Impact Outswing Vinyl Laminated Steel Door w/Storm Door • ELIX0053: Model 430-W9 Non -Impact Outswing Vinyl Laminated Steel Door w/Storm Door Engineering Analysis & Evaluation: The following evaluations, engineering and/or rational analysis/calculations have been performed. • PTC PDG Report No. 1933 Anchorage Engineering for doors shown on drawings ELIX0050, ELIX0051, ELIX0052 and ELIX0053, signed and sealed by Robert J. Amoruso, P.E. • PTC PDG Report No. 1934, Anchorage Engineering for doors shown on drawings ELIX0036, signed and sealed by Robert J. Amoruso, P.E. • PTC PDG Report No. 1935, Anchorage Engineering for doors shown on drawings ELIX0035, ELIX0037, ELIX0038 and ELIX0039, signed and sealed by Robert J. Amoruso, P.E. Limitations & Conditions of Use: • This product has NOT been evaluated for use inside the HVHZ (High Velocity Hurricane Zone). • Refer to Product Installation Instructions noted above for: o Maximum allowable wind loads at related maximum allowable size(s). o Maximum allowed sizes of fenestration components. o Anchor type(s), size(s), substrate(s), embedment, edge distance, and spacing/locations. • Site wind pressures shall be determined by a licensed professional engineer in accordance with the current edition of the Florida Building Code and/or ASCE 7-10 for components and cladding based on allowable stress design. • Site conditions not covered in this product evaluation document are subject to additional engineering analysis by a licensed professional engineer or registered architect as required by the authority having jurisdiction. • Adequacy of the existing structural substrates as a main wind force resisting system capable of withstanding and transferring applied product loads to the foundation is the responsibility of the licensed professional engineer or registered architect acting as the design professional of record for the project of installation. PTC Product Design Group, LLC I PO Box 520775 J Longwood, FL 32752-0775 /�/L 321-690-1788 1 FBPE Certification of Authorization No. 25935 Product Evaluation Report Rule 61G20-3 F.A.C. I Report No. 1951, Rev. 1 I Project No. 415-0705 1 8/3/15 1 Page 2 of 3 Certificate of Independence per Product Approval Rule 61G20-3.009 PTC Product Design Group, LLC and Robert J. Amoruso, P.E. does not have, nor will acquire, any financial interest in the company manufacturing or distributing product(s) covered by this Product Evaluation Report. PTC Product Design Group, LLC and Robert J. Amoruso, P.E. do not have, nor will acquire any financial interest in any other entity involved in the approval process or testing of the product(s) covered by this Product Evaluation Report. Evaluated By: Robert J. Amoruso, P.E. FL P.E. License Number 49752 PTC Product Design Group, LLC 1 PO Box 520775 1 Longwood, FL 32752-0775 �/L 321-690-1788 1 FBPE Certification of Authorization No. 25935 Digitally signed by � � JRMES q,�o. Robert J. Amoruso CENg�...9 I - DN: cn=Robert J. NP 9752 %0'- Amoruso, o, ou=PTC _ n Product Design Group, sTA e OF .'u 0� •� . email=robert@ptc- t p R \O? N% corp.COm, c=US NAU S •`'� Date: 2015.08.13 21:04:27 -04'00' Evaluated By: Robert J. Amoruso, P.E. FL P.E. License Number 49752 PTC Product Design Group, LLC 1 PO Box 520775 1 Longwood, FL 32752-0775 �/L 321-690-1788 1 FBPE Certification of Authorization No. 25935 Comments Archived Product Manufacturer Janus International Group, LLC. Address/Phone/Email 135 Janus International Blvd. Temple, GA 30179 (770)562-6135 Ext 360 curts@janusintl.com Authorized Signature Curtis Schroeder curts@janusintl.com Technical Representative Curtis L. Schroeder Address/Phone/Email 134 Janus International Blvd. Temple, GA 30179 (770) 562-2850 Ext 360 curts@janusintl.com Quality Assurance Representative Jake Lyons Address/Phone/Email 134 Janus International Blvd. Temple, GA 30179 (770) 562-2850 Ext 304 jakel@janusinti.com Category Exterior Doors Subcategory Roll -Up Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Joseph H. Dixon, Jr Evaluation Report Florida License PE -7768 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2020 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 FL12765 R5 COI 29018 cert of fi. indeo.odf Standard Year ANSI/DASMA 108 2005 ASTM E330 2002 TAS 201 1994 TAS 202 lit. - TAS 203 BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications Contact Us SCIS Site Map Links Search Florida r 4Product Approval lid I USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL12765-R5 Application Type Affirmation Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Janus International Group, LLC. Address/Phone/Email 135 Janus International Blvd. Temple, GA 30179 (770)562-6135 Ext 360 curts@janusintl.com Authorized Signature Curtis Schroeder curts@janusintl.com Technical Representative Curtis L. Schroeder Address/Phone/Email 134 Janus International Blvd. Temple, GA 30179 (770) 562-2850 Ext 360 curts@janusintl.com Quality Assurance Representative Jake Lyons Address/Phone/Email 134 Janus International Blvd. Temple, GA 30179 (770) 562-2850 Ext 304 jakel@janusinti.com Category Exterior Doors Subcategory Roll -Up Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Joseph H. Dixon, Jr Evaluation Report Florida License PE -7768 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2020 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 FL12765 R5 COI 29018 cert of fi. indeo.odf Standard Year ANSI/DASMA 108 2005 ASTM E330 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 Sections from the Code Documentation from approved Evaluation or Validation Entity Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 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. Yes No N/A FL12765 R5 COC FL12765 Affirm for FBC 6th 2017s.odf Method 1 Option D 10/04/2017 10/04/2017 10/07/2017 FL # Model, Number or Name Description 12765.1 Series 1100 Series 1100 - 26 Gauge Door Assebmly Max Size: 8'-8" x 14'-0" Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +24.4/-27 Other: Not for use in High Velocity Hurricane Zones Installation Instructions FL12765 R5 II 29018 Dwa T1012 Rev A.odf FL12765 R5 iI 29018 install 750 1100 odf Verified By: Joseph H. Dixon, Jr. 7768 Created by Independent Third Party: No Evaluation Reports FL12765 R5 AE ER-09-0008-R.odf Created by Independent Third Party: Yes 12765.2 Series 1100 114riees 1100 - 26 Gauge Door Assembly Max Size: 10'-0" x Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +19.4/-22.7 Other: Not for use in High Velocity Hurricane Zones Installation Instructions FL12765 R5 II 29018 Dwg T1013 Rev A Ddf FL12765 R5 II 29018 install 750 1100 odf Verified By: Joseph H. Dixon, Jr. 7768 Created by Independent Third Party: No Evaluation Reports FL12.765 R5 AE ER-09-0008-R.odf Created by Independent Third Party: Yes 12765.3 Series 3100 12eeriees 3100 - 26 Gauge Door Assembly Max Size: 16'-0" x Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +36/-41 Other: +36/-41 psf at 12'-0" wide. Varying loads are shown for widths 8'-0" to 16-0". Not for use in High Velocity Hurricane Zones Installation Instructions FL12765 R5 H 34012 Dwa T1004 E.Ddf FL12765 R5 II 34022 Mod 3100 inst instr odf Verified By: Joseph H. Dixon, Jr. 7768 Created by Independent Third Party: No Evaluation Reports FL12765 R5 AE M3100 FL12765 T1005G P2.odf Created by Independent Third Party: Yes 12765.4I Series 3100 Series 3100 - 26 Gauge Door Assembly Max Size: 20'-0" x 20'-0" Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-38 Other: +35/-38 psf at 16'-0" wide. Varying loads are shown for widths 15'-0" to 20'-0". Not for use in High Velocity Hurricane Zones 12765.5 1 Series 750 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Installation Instructions FL12765 R5 II 32041 FL T1005 -F 0002.odf FL12765 R5 II 34022 Mod 3100 inst instrodf Verified By: Joseph H. Dixon, Jr. 7768 Created by Independent Third Party: No Evaluation Reports FL12765 R5 AE 32041 ER -09-0007-R2 120112 0005.pd Created by Independent Third Party: Yes Series 750 - 26 Gauge Door Assembly Max Size: 3'-0" x 12'-0" Installation Instructions FL12765 R5 II 29018 Dwa T1000 Rev B.odf FL12765 R5 II 29018 install 750 1100 odf Verified By: Joseph H. Dixon, Jr. 7768 Design Pressure: +35/-45 Other: Not for use in High Velocity Hurricane Zones Created by Independent Third Party: No Evaluation Reports FL12765 R5 AE ER-09-0007-R.Ddf Created by Independent Third Party: Yes 12765.6 Series 750 I S12ess 750 - 26 Gauge Door Assembly Max Size: 6'-0" Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +19.9/-24.4 Other: Design pressures listed is at test width of 6-0". For pressures versus widths, see Table 1, Page 4 of evaluation report. Not for use in High Velocity Hurricane Zones. Installation Instructions FL12765 R5 II 29018 Dwa T1001 Rev B.Ddf FL12765 R5 II 29018 install 750 1100.odf Verified By: Joseph H. Dixon, Jr. 7768 Created by Independent Third Party: No Evaluation Reports FL12765 R5 AE ER-09-0007-R.odF Created by Independent Third Party: Yes 12765.7 Series 750 Series 750 - 26 Gauge Door Assembly Max Size:8'-8" x 12'-0" Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +24.4/-27.0 Other: Not for use in High Velocity Hurricane Zones Installation Instructions FL12765 R5 II 29018 Dwa T1002 Rev B.Ddf FL12765 R5 II 29018 install 750 1100.odf Verified By: Joseph H. Dixon, Jr. 7768 Created by Independent Third Party: No Evaluation Reports FL12765 R5 AE ER-09-0007-R.pdf Created by Independent Third Party: Yes 12765.8I Series 750 Series 750 - 26 Gauge Door Assembly Max Size: 10'-0" x 12'-0" Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +19.4/-22.7 Other: Not for use in High Velocity Hurricane Zones Installation Instructions FL12765 R5 II 29018 Dwa T1003 Rev B.Ddf FL12765 R5 II 29018 install 750 1100.0f Verified By: Joseph H. Dixon, Jr. 7768 Created by Independent Third Party: No Evaluation Reports FL12765 R5 AE ER-09-0007-R.odf Created by Independent Third Party: Yes 12765.9 Series 850-S Series 850-S, 26 Gauge Door Assembly Max Size: 8'-8" x 12'-0" Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +46/-54 Other: Not for use in High Velocity Hurricane Zones Installation Instructions FL12765 R5 II 29018 Dwa T1006 -S Rev B.Ddf FL12765 R5 II 29018 install 850.Ddf Verified By: Joseph H. Dixon, Jr. 7768 Created by Independent Third Party: No Evaluation Reports FL12765 R5 AE ER-09-0007-R.Ddf Created by Independent Third Party: Yes 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 mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The 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: M CLI ® [.: fe.A M Credit Card Safe i—�-�-� i arc � _[ I �� - - � �� y - •- - .M = AL �g r N in 9 V r r 4 ~ W y 0 O z<3a 3 ?o 04.f2ry6� Qerpgp q =s z09 o� oU)to so <z11 j$W L� y§ i i pqj p I2 € W'yNi uj a�yy iiC�' y W W W u 6 Ms `t. a' 0 ^ i—�-�-� i arc � _[ I �� - - � �� y - •- - .M 5 AH H $� AIM zi if w 6 0 PH qg�g G W O Z 0 LL N F-' W W cn W W �g r �4 in 5 AH H $� AIM zi if w 6 0 PH qg�g G W O Z 0 LL N F-' W W cn W W o g d ° o it yay RIM. o Z �o tt3 Br $ J B•= 3 z o zYg�. y ?g 't _L9 o.� a } fe. m w ¢w O Hip ^ Lu N LL J F LL Z N y m N n N 0 V m til f V it a N S2 n m ➢� N N< 4 � > wa o K z � 949'744p489 :igd3 F� ¢_ 0 w a I 0 O 404444444 N i� y - in �x 09 003 Q o m T ui d �F W g d ° o it yay RIM. qFq Y 3 �o tt3 Br $ °35 e� z a<CCSF y ?g �1 MIT - a } g„ Hip 8 ➢� 4 � Y. g K :igd3 F� iii � N �W$.i rl C - W g d ° o it yay RIM. qFq Y 3 �o tt3 Br $ °35 e� z a<CCSF y ?g �1 MIT - a } g„ W g d ° o it yay RIM. qFq Y 3 �o tt3 Br $ °35 e� z a<CCSF y ?g �1 MIT - OHM Hip 8 4 � Y. g K :igd3 F� iii � N �W$.i t its W, 04, STATE OF cr \ftOR10 �a anus International Group 135 Janus International Blvd. Temple, GA 30179 770-562-2850 www.janusintl.com ��i �� JANUS INTERNATIONAL 1-866-562-2580 �``�iY i� MODEL 3100 INSTALLATION INSTRUCTIONS JANUS INTERNATIONAL DOORS MUST BE INSTALLED BY TRAINED ROLLING DOOR TECHNICIANS QUALIFIED TO INSTALL PRODUCT SAFELY WITH PROPER KNOWLEDGE, TOOLS, SAFETY AND INSTALLATION EQUIPMENT. CAREFULLY READ INSTALLATION INSTRUCTIONS. FAMILIARIZE YOURSELF WITH ALL INSTALLATION PROCEDURES, WARNINGS, CAUTIONS, AND NOTES BEFORE ATTEMPTING TO INSTALL DOOR. JANUS INTERNATIONAL CORPORATION WILL NOT WARRANTY OR ACCEPT RESPONSIBILITY FOR DOORS NOT INSTALLED' PER THESE INSTALLATION INSTRUCTIONS. A IMPORTANT INFORMATION A 19 CAREFULLY READ INSTALLATION INSTRUCTIONS. FAMILIAR17E YOURSELF WITH ALL INSTALLATION PROCEDURES, WARNINGS, CAUTIONS, AND NOTES BEFORE ATTEMPTING TO INSTALL DOOR. 0 INSPECT RECEIVED DOOR ASSEMBLY FOR VISIBLE DAMAGE AND/OR COMPONENT SHORTAGES. • SHIPPING DAMAGE: FILE DAMAGE CLAIM IMMEDIATELY WITH FREIGHT CARRIER. SUPPLY DOOR SUPPLIER WITH PHOTO DOCUMENTATION TO RECEIVE REPLACEMENT COMPONENTS. • PART SHORTAGE: IMMEDIATELY CONTACT DOOR SUPPLIER WITH PARTS SHORTAGE CLAIM. ORDER NUMBER, DOOR MODEL, PHOTO DOCUMENTATION ARE ENCOURAGED TO EXPEDFFE PROCESS. • INCORRECT PARTS: IF RECEIVED DOOR COMPONENTS AND PARTS DO NOT MATCH THOSE REFERENCED IN THESE INSTALLATION INSTRUCTIONS, IMMEDIATELY CONTACT DOOR SUPPLIER. . IF AT ANYTIME BEFORE OR DURING INSTALLATION YOU ARE UNFAMILIAR, UNCOMFORTABLE, OR CONFUSED BY INSTALLATION PROCEDURES OUTLINED IN THESE INSTALLATION INSTRUCTIONS 00 NOT ATTEMPT TO INSTALL DOOR ASSEMBLY. IMMEDIATELY CONTACT DOOR SUPPLIER WITH QUESTIONSICONCERNS. A READ ALL WARNINGS BELOW A USE APPROPRIATE SAFETY EQUIPMENT TO AVOID SERIOUS INJURY. ACLEAR FLOOR AT OPENING OF ALL DEBRIS BEFORE INSTALLING PRODUCT. AUSE APPROPRIATE LIFTING EQUIPMENT AND CORRECT LIFTING PROCEDURES TO AVOID DAMAGE, SERIOUS INJURY OR DEATH.I AMOVING DOOR COULD RESULT IN DEATH OR SERIOUS INJURY. DO NOT CLOSE DOOR UNTIL DOORWAY IS CLEAR. ACONTROL THE SPEED OF THE DOOR DURING MANUAL OPERATION. ADO NOT STAND OR WALK UNDER A MOVING DOOR. AKEEP DOORWAY CLEAR AND IN FULL VIEW WHILE OPERATING DOOR. ADO NOT PERMIT CHILDREN TO PLAY ON, NEAR, OR WITH DOOR, OR OPERATE DOOR CONTROLS. AUNLOCK DOOR BEFORE OPENING DOOR. ASENSING DEVICES ON MOTOR OPERATING DOORS SHOULD BE TESTED FREQUENTLY. H. Otto�ri�i 'p•:•�CENs�•:• �. 7768 div •� r STATE OF ORIC /AL �% of A VISUALLY INSPECT DOOR AND HARDWARE MONTHLY FOR WORN AND/OR BROKEN PARTS AND CHECK IF DOOR OPERATES FREELY. DO NOT OPERATE A DOOR WITH A BROKEN SPRING. ACOMPONENTS ARE UNDER EXTREME SPRING TENSION. COULD RESULT IN DEATH OR SERIOUS INJURY. ADOOR MUST BE FULLY OPENED WHEN MAKING ADJUSTMENTS. AVERIFY OPENING WIDTH AND HEIGHT BEFORE INSTALLING GUIDES. ADOOR CAN FALL IF BOTH BRACKETS ARE NOT SECURELY FASTENED TO THE JAMBS. ALL FASTENERS ATTACHING BRACKETS TO JAMBS MUST FIT SECURELY INTO A STRUCTURAL MEMBER OR SURFACE. IF DOOR FALLS, SERIOUS INJURY OR DEATH ANO/OR DAMAGE TO DOOR CAN RESULT, ABEFORE LIFTING DOOR INTO POSITION, ASSURE THAT ALL SET SCREWS ARE TIGHTENED TO ADEQUATELY SECURE AXLE SUPPORTS AND TENSIONER, FAILURE TO SECURE WILL RESULT IN FALLING PARTS, WHICH WILL LEAD TO SERIOUS INJURY OR DEATH. AUSE APPROPRIATE LIFTING EQUIPMENT AND CORRECT LIFTING PROCEDURES TO AVOID DAMAGE, SERIOUS INJURY OR DEATH. ADO NOT REMOVE WRAPPING FROM DOOR UNTIL INSTRUCTED TO DO SO. AFAILURE TO ADHERE TO THE ABOVE CONDITIONS WILL RESULT IN PERSONAL INJURY OR PRODUCT DAMAGE NOT COVERED UNDER JANUS INTERNATIONAL PRODUCT WARRANTY. ALWAYS HANDLE PRODUCT WITH CARE, AND REVIEW ALL INSTRUCTIONS, WARNINGS, AND NOTES BEFORE INSTALLING PRODUCT. AREVIEW DOOR ASSEMBLY AND GENERAL PARTS DESCRIPTIONS BILL OF MATERIAL FROM PAGE 2, FIGURE 1 TO FAMILIARIZE YOURSELF WITH COMMON PARTS OF ROLLING SHEET DOOR ASSEMBLY, ADOOR ASSEMBLIES ARE MANUFACTURED PER OPENING WIDTHS AND HEIGHTS SPECIFIED AT TIME OF ORDER. JANUS INTERNATIONAL WILL NOT BE HELD RESPONSIBLE FOR OPENING WIDTHS OR HEIGHTS THAT DO NOT MATCH THOSE SPECIFIED AT TIME OF ORDER. FIGURE 1: DOOR ASSEMBLY & GENERAL PART DESCRIPTIONS 11 i 14 13 %%ltfit.,�i K. 01.11(4 i ,. 0 EIV .. . No. 7768 7f { STATE OF q ORIDVOO Fil 14AX Instructions 4 (i W, Sa GENERAL BILL OF MATERIAL ITEM DESCRIPTION ! PART NUMBER ITEM DESCRIPTION / PART. NUMBER ITEM DESCRIPTION / PART NUMBER 1 12" Spiral Barrel 7 LH - Roll Formed Guide with windbar 13 RH - Comm. Bracket 2 . 26 Ga. Curtain 8 RH - Roll Formed Guide with windbar 14 Stamped Axle Support 3 Windlocks 9 Headstop 15 Comm. Slide Lock 4 1 '%" O.D. Axle 10 Tensioner 16 I Comm. Step Plate 5 12" Drum 11 Mounting Plate 17 Bottom Bar Assemby 6 Spring/Counterbalance Assembly 12 LH - Comm. Bracket 18 I Slide Lock Assembly FIGURE 2: SIDEROOM CLEARANCE REQUIRMENT CHART . .. - OPERATION ... BACK OF GUIDE OUTSIDE OF BRACKET TENSIONER END OUTSIDE OF BRACKET DRIVE END (NON-TENSIONER), OUTSIDE OF HAND CHAIN DRIVE _ .. END OF AXLE CLEARANCE PUSH-UP 4 A" 5 CHAIN HOIST 4 A" S %' 6'%" 7 �/i" 6 %' JACK SHAFT MOTOR 4Y4" 5 %" 7%" PANTHEON 4Y" S%" 7%" - 113/4" - IMPORTANT NOTES - - - Dimensbns are referenced from edge of opening Tenslonet end and drive end can be installed at elftr end of door assembly FOR CRITICAL FITS DUE TO REDUCED AVAILABLE HEADROOM or SIDEROOM CLEARANCES, CONSULT FACTORY END OF AXLE CLEARANCE –+ OUTSIDE OF TENSIONER BRACKETCLEARANCE 1 TENSIONER ENO SHOWN END OF AXLE CLEARANCE OUTSIDE OF CHAIN DRIVE — .► OUTSIDE OF DRIVE BRACKET CLEARANCE BACK OF GUIDE CLEARANCE �– DRIVE END SHOWN (NON-TENSIONER) i BACK OF GUIDE CLEARANCE FIGURE 3: HORIZONTAL / VERTICAL HEADROOM REQUIREMENT CHART HORIZONTAL HEADROOM OPENING VERTICAL HORIZONTAL HEIGHT HEADROOM HEADROOM THRU 20" 20" OVER It -0" 21" 21" THRU 10'-0" OVER 21'/2" 21" THRU 14'-0' OVER 14-0" 22" 21" THRU 16'-W OVER 1G-0" 22" 22" THRU IV -0' OVER Ur -0" 22" 22" THRU 41r-0" o f® VERTICAL HEADROOM r I OPENING HEIGHT STEP 1: VERIFY OPENING i�Note: DOOR ASSEMBLIES ARE MANUFACTURED PER OPENING WIDTHS AND HEIGHTS SPECIFIED AT TIME OF ORDER. JANUS INTERNATIONAL WILL NOT ASSUME RESPONSIBILITY FOR OPENING WIDTHS OR HEIGHTS THAT DO NOT MATCH THOSE SPECIFIED AT TIME OF ORDER. Verif)r opening width and height and confirm measurements match width and heioht detailed on door oackaaino label. Verify that iambs are plumb. Verify Floor and header for level. Verify adequate side clearance at iambs and clearance above and at sides of header. See Side Room and Headroom Clearance Requirement Chart (page 3, Figures 2 8 3). Verify that the guide mounting surface on the iamb is flush. Verify that all parts required for installation are with the door. See page 2 Figure 1 for General Bill of Material. STEP 2: MOUNTING PLATES f?Note: Mounting Plates are optional components for installation to steel jambs. Mounting Plates are to be installed with fasteners supplied or welded directly to steel jamb. If mounting plates were not ordered, or jamb type Is other than steel, Proceed to step 3. Position Mounting Plates where bottom edge is flush with header and inside edge is flush with jamb edge- See Figure 4. Install mounting plates to steel jambs with 3 each 3/ - 16 x 1 y4" hex -head bolts, washers, and lock nuts supplied. i: --Note: Install washers on hex nut side only Note: Assure Mounting Plates are level with each other 3-Ya-16x1y4„ HEX -HEAD BOLT LEVEL MOUNTING PLATES 8. O O O O o 'o 0 0 O 'O O O HEADER f LH MOUNTING PLATE JAMB EDGE • FIGURE 4: MOUNTING PLATE INSTALLATION RH MOUNTING PLATE �'4� 0 �► N • D le, ��i�. 41 10 p •`,�G ENSF • � V j i No. TM L7V : r • do } STATE OF ' aft •% , 0010,090•����.` `� 4 STEP 3: COMMERCIAL BRACKETS TO GUIDES 0Note: GUIDE BELLMOUTH FOR CURTAIN ENTRY INTO GUIDE IS FACTORY NOTCHED. APPLY 15"-20" BEND IN BELLMOUTH TO ASSURE SMOOTH CURTAIN ENTRY. FAILURE TO FLARE GUIDE BELLMOUTH WILL RESULT IN CURTAIN SCRATCHING ANDIOR DAMAGE. Attach Commercial Brackets to guides, locating top surface of bracket 2" below top of guide. Use 2 each Ya - 20 x %" carriage bolts, 1/4 - 20 serrated flange hex nuts and Y" flat washers per bracket for tensioner and the non-tensioner (drive) end for push-up operation. See Figure 5. DNote: DOOR DRIVE OPERATION MAY BE INSTALLED ON EITHER END OF DOOR ASSEMBLY `t*%1111111jops ���N H. 0140 i�-I f, t NO�(� . ! me COMMERCIAL - - • • BRACKET STATE OF Cz. / f f 'Rr 20 N /L_I �f/"�I �/J'�' � SERRATED FLANGE HEX NUT ¢/z /%/¢ FIGURE 5: TENSIONER END (LH Shown/RH Opposite) o- -20x58 CARRIAGE BOLT GUIDE BELLMOUTH GUIDE i' -Note: FOR MANUAL PUSH-UP OPERATION, SPACERS ARE NOT PROVIDED OR REQUIRED FOR COMMERCIAL BRACKET MOUNT. Reduced Hand Chain Drive: Attach Commercial Brackets to guides, locating top surface of bracket 2" below top of guide. Install drive bracket with 2 each Ya - 20 x 1 %" carriage bolts, Y, - 20 serrated flange hex nuts and y" flat washers. Insert 1 each Y2" O.D. x Y2" long spacer tubes between guide and bracket at each bolt location. See Figure 6. Jack Shaft Motor Operation: Attach Commercial Brackets to guides, locating top surface of bracket 2" below top of guide. Install drive bracket with 2 each Ya - 20 x 2Y2" carriage bolts, y - 20 serrated flange hex nuts and y" flat washers. Insert 1 each 1 %" O.D. x 1 Y2" tong spacer tubes between guide and bracket at each bolt location. See Figure 6. y Pantheon Motor Operation: Install drive bracket with 1 Y2" spacing between outside of guide and inside of bracket. No spacers are provided for this application. Locate top surface of bracket 2" below top of guide. See Figure 6. (Spacers not provided) CARRIAGE BOLT GUIDE BELLMOUTH SPACER TUBE(S) GUIDE TOP OF GUIDE I.) COMMERCIAL BRACKET J '," FLAT WASHER O O � A 0 0 pV / 'a-20 SERRATED FLANGE HEX NUT °4 ---- FIGURE 6: DRIVE END (RH Shown/LH Opposite) STEP 4: GUIDES AND BRACKETS TO JAMB � Brackets and guides must be attached to iambs using fasteners as specified in Table 1. TABLE 1: GUIDE & COMMERCIAL BRACKET FASTENERS ITEM JAMB FASTENERS DRILL SIZE BRACKETS Steel Y8 - 16 x 1 Y4" Hex Boll and Nut Y16" Concrete or Filled Block %"x 13/4" Powers Wedge -Bolt Powers SDS+ 01318 GUIDES Steel %" -14 x 1" TEKS Screw None Concrete or Filled Block %" x 4" Powers Wedge -Bolt Powers SDS+ 01318 A VERIFY OPENING WIDTH AND HEIGHT BEFORE INSTALLING GUIDES. . U i'FNofe: DOOR ASSEMBLIES ARE MANUFACTURED PER OPENING WIDTHS AND HEIGHTS SPECIFIED AT TIME OF ORDER. JANUS INTERNATIONAL WILL NOT ASSUME RESPONSIBILITY FOR OPENING WIDTHS OR HEIGHTS THAT DO NOT MATCH THOSE SPECIFIED AT TIME OF ORDER. Guides to be mounted centered about the opening. Back of guide placement/measurement from jamb edge is 4 Ya" per side. Overall back of guide to back of guide measurement to be Opening Width + 8 Yz". See figure 7. OPENING WIDTH + 812. - - ```,`%W"fill, of FIGURE 7: GUIDE PLACEMENT `��(jQN H" iid,�� •��,'II •�•N�y c THREE MOUNTING OPTIONS EXIST AND ARE DICTATED BY JAMB TYPE AND/OR THICKNESS Z _ No. +• OPTION 1: Steel iambs 'Yr," or greater. Y4 - 14 x 1" self drilling/tapping screws at toe of guide. See Figure ff�" is .STATE O a dp dp • �j OPTION 2: Masonry iambs. Y8" x 4" Powers Wedge Bolt at inside of guide. See Figure 9 % Q� •• • l QRInt • OPTION 3: Steel Jambs less than Y,, ' thickness. Y, -14 x 1" self drilling/tapping screws at toe and inside of �0. SS�N �►+ guide. See Figure 10. '0y_ 14 x 1' SELF DRILLING - 412/I - - SCREW ,y STEEL JAMB THICKNESS 9' MAX CENTERS L — 2" 2' 1_ 1 a'. 4,� - OPENING WIDTH' B - FIGURE 8: GUIDE MOUNTING - OPTION 1 J + 3 6 EXISTING CONCRETE OR FILLED RI r1rK IAURS I 2" I 'ex 4" POWERS WEDGE BOLT OPENING WIDTH +B'z FIGURE 9: GUIDE MOUNTING - OPTION 2 Via' EXISTING JAMB 14 GA MINIMUM '4 - 14 x 1" SELF DRILLING - SCREW 9' MAX CENTERS 2- 2" I T 41,' - 4 74• OPENING WIDTH + BY FIGURE 10: GUIDE MOUNTING - OPTION 3 Install guides per mounting option detail that applies to specific installation applications. See Figure 8. 9 or 10.j�0 , Install guides and brackets with fasteners supplied, which should match those referenced on Page 6, Table 1. ��VA. o4to .,INote: Figure 11 below illustrates bracket mount to steel jambs via mounting plates. Refer to Page 6, Table 1 for ���►• EN appropriate fastener type per jamb type. 70si wo. {. 4�Q STATE OF 0. 3-4e LOCK NUT//'l-A�/ ����►�������`N 3-�, FLAT WASHER MOUNTING PLATE COMMERCIAL BRACKET 3-'e FLAT WASHER .- 3-3e-16x1+4- �... HEX -HEAD BOLT FIGURE 11: COMMERCIAL BRACKET TO WALL (STEEL JAMB) DOOR CAN FALL IF BOTH BRACKETS ARE NOT SECURELY FASTENED TO THE AJAMBS. ALL FASTENERS ATTACHING BRACKETS TO JAMBS.MUST FIT SECURELY INTO A STRUCTURAL MEMBER OR SURFACE. FALLING DOOR WILL RESULT IN SERIOUS INJURY OR DEATH AND/OR DAMAGE TO DOOR. I STEP 5: PUSH-UP TENSIONER END - FLOOR LEVEL INSTALLATION Rotate tensioner release arm towards wall. Slide tensioner over axle, with arrow pointing toward wall, until approximately 2 %" of axle is outside of tensioner. Allow release arm to rotate back towards starting position- See Figure 12. 4 Tighten set screw when in place. M AXLE - RELEASE ARM -- - i TENSIONER SETSCREW FIGURE 12: TENSIONER TO AXLE STEP 6: PUSH-UP NON-TENSIONER END - FLOOR LEVEL INSTALLATION I 4 Slide stamped axle support over axle, with arrow pointing toward wall. See Figure 13. 4 Slide stamped axle support over axle until approximately 2 %B" of axle is outside of stamped axle support. 4 Tighten set screws when in place. STAMPED AXLE SUPPORT FIGURE 13: STAMPED AXLE SUPPORT TO AXLE ,`� Q•••.......•� �i O dO = No. 77768 s STATE OF• of do a . 11 0;%% • ORIDp''.�'• �� STEP 7a: REDUCED HAND CHAIN DRIVE END - FLOOR LEVEL INSTALLATION n Fasten cast ring gear to drum using 3 each 3%- 16 x 1 Y" grade 5 hex bolts and Ys" lock washers. :+ Install 2 each %- 16 x 1" square head set screws in the threaded holes in the cast axle support. These will be tightened against the axle later. n Slide cast axle support over axle until approximately 2 %" of axle is outside of cast axle support. See Figure 14. C Tighten set screws when in place. CAST AXLE SUPPORT 2 - 3P -16 X 1 SQUARE HEAD i SETSCREW 3 - 38- LOCK WASHER 3 -3a -16K1'2' GRADE 5 HEX BOLTS FIGURE 14: CAST AXLE SUPPORT AND CAST RING GEAR TO DRUM ASSEMBLY STEP 7b: ELECTRIC OPERATOR DRIVE END -FLOOR LEVEL INSTALLATION Locate 3 each 1" O.D. x 2 3/" long spacer tubes and struts between 72 tooth sprocket and drum. Attach sprocket with 3 each 3/ - 16 x 3 %2" grade 5 hex bolts and 3/" lock washers. Slide stamped axle support over axle, with arrow pointing toward wall, until approximately 1 %" of axle is outside of stamped axle support. See Figure 15. Tighten set screws when in place. AXLE 2 -SETSCREW STAMPED AXLE SUPPORT y 3 -3B -16X3'2" GRADE 5 HEX BOLTS 0 0 - 3 -',"LOCK WASHER FIGURE 15: EO KIT TO DRUM ASSEMBLY ¢/Z 3 - 1" O.D. 2 1e" L SPACER 3 - STRUT 00% tiir;;j10f J r. do r No. T768 i i STATE OF j �.� 0RIU�;.i �'�i�"ONAL E?`% %``� STEP 7c; PANTHEON DRIVE END - FLOOR LEVEL INSTALLATION CAST IRON SADDLE ANCHOR BRACKET WITH STEELTUBESINSERTED DRUM AXLE FIGURE 16: PANTHEON BARREL ASSEMBLY SHIPPING WRAP 8 PADDING PANTHEON COMMERCIAL ROLLING DOOR OPERATOR BEFORE LIFTING DOOR INTO POSITION, ASSURE THAT ALL SETSCREWS ARE TIGHTENED © TO ADEQUATELY SECURE AXLE SUPPORTS AND TENSIONER. FAILURE TO SECURE WILL RESULT IN FALLING PARTS, WHICH WILL LEAD TO SERIOUS INJURY OR DEATH. STEP 8: RAISING DOOR ASSEMBLY ONTO BRACKETS ASSURE BELLMOUTH AS INSTRUCTED IN STEP 3: FAILURE TO FLARE GUIDE BELLMOUTH WILL RESULT IN CURTAIN SCRATCHING AND/OR DAMAGE. AUSE APPROPRIATE LIFTING EQUIPMENT AND CORRECT LIFTING PROCEDURES TO AVOID DAMAGE, SERIOUS INJURY OR DEATH. 10 ,,<<tltlt!/�� Before lifting, orient bottom bar at 12 o'clock position. ♦%% H. D O � Raise door using appropriate lifting equipment, assuring a protective barrier is maintained between product and any surface or object that it may come into contact with. ��, �V .••�•1""••.• �/ �I O •'O\�iENs�► a Position door on brackets with tensioner and axle support resting safely on top of commercial bracket flange. See Figures 17-20 for appropriate drive type • � • No. TM • application. Door should be positioned as close as possible to the header and still be able to rotate and clear bottom bar, p p = ' STATE OF S ` Each end of door should be equal distance from the header and the curtain must be centered in the opening. • • O•� •'�� OR10 ' ASSURE BELLMOUTH AS INSTRUCTED IN STEP 3: FAILURE TO FLARE GUIDE BELLMOUTH WILL RESULT IN CURTAIN SCRATCHING AND/OR DAMAGE. AUSE APPROPRIATE LIFTING EQUIPMENT AND CORRECT LIFTING PROCEDURES TO AVOID DAMAGE, SERIOUS INJURY OR DEATH. 10 STEP 9a: REDUCED HAND CHAIN DRIVE END Attach cast axle support to commercial bracket using ,/g - 16 x %" grade 5 hex bolt, %B" lock washer and 8" flat washer. Posifion chain hoist assembly on door bracket next to cast axle support and attach to door bracket using 2 each 8 - 16 x,/y' grade 5 hex bolts, %8" lock washers and 3/8" flat washers. The spur gear on the hoist will engage with the internal teeth of the previously installed cast ring gear. See figure 17. Connect cast axle support bracket to side of chain hoist using 8 - 16 x ,/" hex bolt and ,/' lock washer. See Figure 17. Feed hand chain over chain pocket wheel and through hoist. Connect ends of hand chain, being careful not to twist chain. Hand chain may be lengthened or shortened as necessary. Install hand chain keeper on wall or jamb. FIGURE 17: CAST AXLE SUPPORT TO BRACKET DO NOT REMOVE WRAPPING FROM DOOR UNTIL INSTRUCTED TO DO SO. Q, :R -R STEP 9b: ELECTRIC OPERATOR DRIVE END -1 Attach stamped axle support to commercial bracket using 2 each %- 16 x,/," grade 5 hex bolt, %" lock washer and %g" flat washer. See Figure 18. SHIPPING WRAP 8 PADDING FIGURE 18: STAMPED AXLE SUPPORT TO BRACKET 3e 16 "U" BOLT i i STEP 10: TENSIONER END STEP 9C: PANTHEON DRIVE END Attach anchor bracket to commercial bracket using u -bolt and 2 each e - 16 flange nuts and a/" flat washers. See Figure 19. SHIPPING WRAP 8 PADDING ANCHOR BRACKET 4SHER 2 -'9 - 16 FLANGE NUTS FIGURE 19: PANTHEON ASSEMBLY TO BRACKET Attach tensioner to commercial bracket using 2 each Ya - 16 x -" grade 5 hex bolts, Y/" lock washers and 1/" flat washers, See Figure 20, `.'%%M 11f/11�*' %% H H. 01kO � Q •� ,......,,.Oft ,y �t ENS we * Nv.7768 s •66 � • � : �. r SHIPPING WRAP 8 PADDI STATE OF r • •cc r i °k\ % 4 ORIOV-0 � . 1:iA_ SliiIIILr w.�A 11 A I l 41Z 014 - FIGURE 20: TENSIONER TO BRACKET HEADSTOP HOLDER 13 �— BOTTOM BAR STEP 11. SETTING INITIAL SPRING TENSION With bottom bar at 12 o'clock position, rotate door towards wall 1 revolutions. O While firmly holding door at bottom bar, cut packaging that secures the door. Direct bottom bar into guides, stopping just below headstop area. See Figure 21. FIGURE 21: DOOR ASSEMBLY, TENSIONER SIDE STEP 12: HEADSTOP INSTALLATION ^ Slide headstop into headstop holder, lining up holes on each. Attach headstop using 3/8" x Jz" hex bolt and 3/8" lock washer as shown in Figure 22. 3q" X HEX BOLT 38" LOCK WASHER i HEADSTOP :22: HEADSTOP TO GUIDE %%J11Itririt le ••, O ENSF '•''� No. 7768dO STATE OF �� ' ��� ORIOP.•'• plc,; I� ••.•M.•.• �� `� 2 - 'a' x 1 HEX BOLT STEP 14: DOOR OPERATION STEP 13: SLIDE LOCK ASSEMBLY INSTALLATION Lower bottom bar and install slide lock and step plate using 2 each A - 20 x 1" hex bolts, %fi - 18 hex nuts, Ya" flat washers and Y - 20 nylon insert hex nuts. Do this at both ends of bottom bar. See Figure 23. eD Transfer the y - 20 xYz' carriage bolts and Ye - 20 serrated flange hex nuts that were removed from both ends of the bottom bar to the 2 holes at the center of the bottom bar and angle. For push-up operation only, install rope in one of the holes at the center of the horizontal leg of the bottom bar angle. 2-•`'�fi HEX NUT �``` N" D 0 SLIDE LOCK Q�`Q` •• •0�,�� V •u - STEP PLATE •�•E N••• 2 -Y FLAT WASHER qo 7 " �Qe •. 1 S Vo • 2 -14 x 20 NYLON INSERT NUT' ! STATE OF • (�! � A1. FIGURE 23: ATTACHING SLIDE LOCK ASSEMBLY It I 11 ¢hi�J' ?:t Note: Before cycling door to test door operation, assure that all fasteners and set screws are tightened and securing all components. n Cycle door by raising and lowering door to its fully closed and fully opened position. Set limits of electrically operated doors at this time. '> Evaluate spring tension. If adjustments to spring are required, proceed to Step 15. COMPONENTS UNDER EXTREME SPRING TENSION COULD RESULT IN DEATH OR SERIOUS A INJURY. ADJUSTMENTS MUST BE MADE BY TRAINED ROLLING DOOR TECHNICIANS USING PROPER TOOLS. DOOR MUST BE FULLY OPENED WHEN MAKING ADJUSTMENTS. STEP 15: ADJUST SPRING TENSION _^ Before increasing or decreasing spring tension, loosen'/ - 16 square head set screws in tensioner and axle support at both ends of door. INCREASING SPRING TENSION: At tensioner end, using pipe wrench, rotate axlelpipe wrench away from wall. Increase tension in y -Y turn increments. Allow axle/pipe wrench to ease back towards wall until tensioner secures axle rotation. Reset set screws and re-evaluate spring tension by cycling door. DECREASING SPRING TENSION: At tension end, using pipe wrench, rotate exle/pipe wrench away from wall slightly. Holding this position, rotate tensioner release arm towards wall. Carefully allow axle/wrench to rotate towards wall in Y, turn increments. While holding this position, allow tensioner release arm to rotate back to its starting position. Carefully allow axlelpipe wrench to ease back until tensioner secures axle rotation. Re -tighten set screws and re-evaluate spring tension by cycling door. DECREASE SPRING TENSION / INCREASING OR DECREASING SPRING TENSION MUST BE DONE FROM TENSIONER SIDE OF DOOR ASSEMBLY.E__J 0 . GINCREASE SPRING / TENSION STEP 16: WARNING LABEL - 4/ ,71 Apply warning label at a readable height on the drive side door guide or jamb. <Q 0`C/� Joseph H. Dixon, Jr. P.E. Product Design Consultant Florida No. 7768 3952 Lake Mira Ct. 407-671-0169 Orlando, FL 32817 March 24, 2014 EVALUATION REPORT No.: ER -14-0001 Reference No.: 29018 32003 32041 34012 Product: Exterior Doors - Rolling Overhead Doors Series 3100 Manufacturer: Janus International Corporation 135 Janus International Blvd. Temple, GA 30179-4435 Statement of Compliance: The Rolling Doors Series 3100 described in this report were evaluated to be in compliance with the 2010 Florida Building Code. The doors are, for the purpose intended, at least equivalent to that required by the Code when manufactured and installed as described below. Description of the Product: All doors consist of a corrugated steel sheet curtain suspended from a drum roller. The curtain on all models is suspended from a drum roller. Coiling around the drum raises the curtain. The sides of the curtain are constrained from lateral movement along their vertical edges by steel guides that are attached to the door jambs. This constraint provides resistance to lateral wind forces. Various guide configurations are used for the different door styles included in this report. The lateral wind forces are transferred from the curtain to the guides and then through the attachment elements to the door jamb. The door jambs are part of the main wind frame resisting system and usually are constructed of steel, concrete, or concrete masonry units. Series 3100 (Commercial Door) Door curtains have a thickness of 26 gage (min. 0.017 in.) and are made of ASTM A653 structural steel, grade 80, pre -painted, galvanized steel with a full coat of primer and baked siliconized polyester finish coat The corrugated sheets are interlocked mechanically to form the curtain. Lap splices are at approximately 20 inches on center vertically in the installed door. The corrugation height is approximately 5/8 inches and the corrugation pitch is 3.25 in. Style variations include door width, and wind load rating. Maximum door height is limited to 20'-0". The door is described in detail on drawing T1004 Rev E, dated 2/28/14. `%tjlt II����� % pr?r.00*GENs�•���? ' No. 7768 •o t STATE OF ORO - Page 1 of �s •''•..»•••••••G C:1Consulting\Chent\Janus Intemational\2014134012 F,val Report ER -14-0001 032414.dacx ///S/ONA; v?�%% Joseph H. Dixon, Jr. P.E. FL No. 7768 Evaluation Report: ER -14-0001 03/24/14 Two complete tests were conducted on a 12'-0" wide door. One test used the Option 1 Guide and the other used the Option 2 Guide for attachment to the steel jamb. Maximum allowable design wind pressures for door widths 8'-0' through 11'-0" and 13'-0" through 16'-0" were calculated using a comparative analysis maintaining a constant catenary force on the guides_ Doors widths less than 8'-0" may be used for the same design wind pressure as the 8'-0" wide door provided all other requirements on drawing T1004 Rev E remain unchanged. Design wind pressures for door widths of 8'-0" through 16'-0" are shown in Table 1 of this report. All doors shown on drawings T1004 Rev E have windlocks. Drawings The Door Series covered by this report is described in detail on the following Janus International Corporation drawings: Drawing T1004 Rev E: 16'-0" wide max. by 20'-0" high max., shts 1 and 2 of 2, revised 02/28/14 Technical Documentation: All testing was done at Certified Testing Laboratories, Orlando, Florida. The tests were conducted following the procedures of ASTM E330, Structural Performance of Exterior Windows, Curtain Walls, and Doors by Uniform Static Air Pressure Difference. The following test reports, signed and sealed by R. Patel, P.E. cover the Series 3100 doors contained in this report: Test Report No.: CTLA-1024W, date: February 20, 2003, (Series 3100, T1004) 12'-0" wide x 8'-0" high, +36.0 / -41.0 psf design pressure Test Report No.: CTLA-1194W, date: December 2, 2003, (Series 3100, T1004) 12'-0" wide x 8'-0" high, +36.0 / -41.0 psf design pressure, (Option I guide for steel) Calculations prepared by Joseph H. Dixon, Jr. P.E.: Series 3100, dwg. T1004, attachment of guide, Option 3, to 14 gage minimum steel jamb thickness, 6 pages dated 6/18/09, plus drawing JI-3100G1-2SP dated 040704, and drawing J1-3100G1-2SN, dated 09/12/13 Series 3100, Rolling Sheet Door Test, Calibration Calculations, dated 02/09/14, 2 pages Series 3100, dwg. T1004, rev E, Summary of Catenary Forces for alternative doors, Model 3100, 8'-0" to 16'-0" wide, dated 02/09/14 ````t1t�t�l'�t�� i i .�`% QN V4. 0�Xpw�'�. �GEN`S+t�•' `gyp No. 7768 STATE OF ` Page 2 of 4 ¢/1 /4¢ ntVanus Inlemational\2014\34012 Eva] Report ER -14-0001 032414.docx Joseph H. Dixon, Jr. P.E. FL No. 7768 Evaluation Report: ER -14-0001 TABLE 1 Allowable Transverse Design Wind Loads (psf) Series Max. Door Width Max. Door Height Drawing Number Design Load Positive Design Load Negative 3100 < 8'-0" 20'-0" T1004 E 77.4 86.4 3100 8'-0" 20'-0" T1004 E 77.4 86.4 3100 9'-0" 20'-0" T1004 E 61.3 68.9 3100 10'-0" 20'-0" T1004 E 50.2 56.7 3100 I P-0" 20'-0" T1004 E 42.1 47.7 3100 T2' 0"' ...20'-0" T1004 E 36:0 , 4'10_ 3100 13'-0" 20'-0" T1004 E 31.3 35.8 3100 14'-0" 20'-0" T1004 E 27.5 31.6 3100 15'-0" 20'-0" T1004 E 24.5 28.1 3100 16-0" 20'-0" T1004 E 22.0 25.3 Design values used for the tests are shown in the boxed shaded values. Maximum test load was 150% of design load. Unshaded design wind loads were determined by comparative analyses using test results Installation Requirements: Installation requirements are described in the Janus International Corporation Installation Instructions as follows: 0 Series 3100: 8 pages, Commercial Door Installation Instructions Series 3100 Page 3 of 4 is lntemadona1\2014134012 Eval Report ER -14-0001 032414.docx 03/24/14 %%% �QN K DIXO1!,�� p ��G NSF•;'v��� No. T768 STATE OF • ' Gam? �. Joseph H. Dixon, Jr. P.E. FL No. 7768 Evaluation Report: ER -14-0001 Limitations and Conditions of use: 03/24/14 The use of any door is limited to buildings for which the design wind loads for wall components and cladding, determined in accordance with Section 1609 of the 2010 Florida Building Code, do not exceed the rated design wind loads of the door as shown in Table 1. The maximum width and height limitations are shown in Table 1. Doors are to be assembled as shown on the appropriate drawing referenced above, and the doors are to be installed in accordance with the installation instructions referenced above. Door manufacturing is limited to those plants that have met the 2010 Florida Building Code Product Approval quality assurance requirements. The doors covered by this report are not for use in the Florida High -Velocity Hurricane Zone. Certification of Independence: I, Joseph I -I. Dixon, Jr., certify that I am self-employed and operate as an independent contractor providing professional engineering services. I have no financial interest in nor will I acquire any financial interest in any company manufacturing or distributing products for which evaluation or validation reports have been issued by me. Likewise, I have no financial interest in nor will I acquire any financial interest in any other entity involved in the approval process of those products for which I have issued reports. s Joseph H. Dixon, Jr. P.E. �tttllllll/�� J• •Q �: �►�G NSF'': �� • No. Be77 a s STATE OF Page 4 of 4 C:1Consulting\ClientUanus lntemationa1\2014\34012 F.val Report ER -14-0001 032414.doex /��