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HomeMy WebLinkAboutProduct Approval; Structural Wall ComponentsFlorida pr BCIS Home Log In User ReglstraUon Hot Topics i Submit Surcharge Stats & Facts Publications Contact Us i' BCIS Site Map I Unks i Search QO product Approval USER: Public User Product Approval Menu > Product or Application Search > ApikaUod U-8> Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method FL27403-R2 Revision 2020 Approved 2-7403-G- Carports Anywhere 10858 S.E. County Road 221 Starke, FL (352)468-1116 bodom@carportsanywhere.com Brandie Odom bodom@carportsanywhere.com Structural Components Structural Wail 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 ]ohnathan Green Evaluation Report Florida License PE-88223 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 R2 COI Letter of Certification -Carports Anywhere sealed.pdf 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 08/04/2020 Date Validated 08/10/2020 Date Pending FBC Approval 08/22/2020 Date Approved 10/13/2020 Summary of Products FL'# Model, Number or Name Description 27403.1 Hampton Rlb Wall Panel Hampton Rib Wall Panel over open Framing 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. Installation Instructions FL27403 R2 H Hampton Rib Wall Panel sealed.odf Verified By: 3ohnathan E Green, P.E. 88223 Created by Independent Third Party: Yes Evaluation Reports FL27403 R2 AE Hampton Rib Wail Panel sealed.pdf I Created by Independent Third Party: Yes si- p d e- n o 1 n g Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +40.0 psf/-37.0 psf Other: +40.0 psf at 4'-0" o.c. -37.0 psf at 4'-0" o.c. Install per Manufacturer's Details. Not for use in HVHZ Zones. Installation Instructions FL27403 R2 II Resi-Lao Wall Panel DRAFT sealed.pdf Verified By: 3ohnathan E Green, P.E. 88223 Created by Independent Third Party: Yes Evaluation Reports FL27403 R2 AE Resi-Lao Wall Panel DRAFT sealed.pdf Created by Independent Third Party: Yes dad: tie::t Contact s :: 2601 Blair Stone Read. Tallahassee FL 32399 Phone: 850-497-IM The State of Florida Is an AA/EEO employer a right 2007-2013 State of Florida.:: Privacy Statement :: Aecesslhllity 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 electronlc mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact BS0.407.1395. *Pursuant to Section 455.275(i), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an 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 determine if you are a licensee under Chapter 455, F.S., please dick here . Product Approval Accepts: � rg�g I RR. M Credit Card Safe '1 Force Engineering &Testing 19531) Rambletwd Drive Humble, Texas 77338 Phone: (281)540-661)3 PAX: (281)540-9966• Websile: www.fiirctviigineeringieslJng.cvm Product Evaluation Report CARPORTS ANYWHERE Hampton Rib Wall Passel over opera framing Florida Product Approval # 27403.1 R2 Florida Building Code 2020 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 Enaineer Evaluator: Johnathan Green, P.E. # 88223 Florida Evaluation ANE ID:12901 Validator• Brian Jahs, P.E. #70159 Contents: Evaluation Report Pages 1- 4 o dp�bQgpQ.. �o a n z, k�;f I,, If AL FL# 27403.1 R2 ITEM HAS BEEN 'ALLY SIGNED AND ED BY JOHNATHAN :N ON THE DATE CENT TO THE SEAL. ) COPIES OF THIS ENT ARE NOT °RED SIGNED AND AND THE JRE MUST BE ) ON ANY JNIC COPIES. . 1 � Force Engineering & Testing 19530 Ramblewood Drive Humble, Teu►.s 77338 Phone: (281) 340-6603 FAX: (281) 540-9966 Website: www.fnrc�enginecringtuyling.ctm► Compliance Statement: The product as described In this report has demonstrated compliance with the Florida Building Code 2020, 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 2020 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: Y4" major rib at 9" O.C. Panel Rollformer: MRS Metal Roliforming Systems Panel Fastener: #12-14 x Y." HWH SD#3 with 14mm neoprene bonded washing or approved equal. Corrosion Resistance: Per Florida Building Code 2020. 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 2020. Allowable Design Pressures: Table "A" 26 Ga. Hamoton Rib Wall Panel Maximum Design Pressure: -57.3 psf -72.9 psf -67.7 psf +469 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: 51-0" O.C. 4'-0" O.C. 4'-W O.C. 51-W O.C. 4'-W O.C. Substrate: Min. 14 Ga. Steel Framing I Min. 14 Ga. Steel Framing Min. 14 Ga. I Steel Framing Min.18 Ga. Steel Framing Min.18 Ga. Steel Framing Design Pressure includes a Safety Factor = 2.0. FL# 27403.1 R2 ITEM HAS BEEN ALLY SIGNED AND ED BY JOHNATHAN :N ON THE DATE CENT TO THE SEAL PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. Force Engineering & Testing 19530 Ramblewootl Drive Humble, Texas 77338 !'hone: (281) 540-6603 FAX: (281) 540-9966 Nebsile: www.forceenginceringlesting.com Maximum Design Pressure: -57.3 psf -150.9 psf +39.0 psf +143.1 psf Fastener Pattern: Fastener Spacing: 4'-0" O.C. 210" O.C- 4'-0" O.C. P-0" O.C. Substrate: Min.16ga. Steel Framing Min.16ga. Steel Framing Min.16ga. Steel Framing Min.16ga. Steel Framing u—sii n =w, c u mmues a aarecy raccor = Z.V. Code Compliance: The product described herein has demonstrated compliance with The Florida Building Code 2020, Section 1709.2. Evaluation Report Scope: The product evaluation Is limited to compliance with the structural wind load requirements of the Florida Building Code 2020, 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 Johnathan Green, P.E. (No. 88223) @ Force Engineering & Testing (FBC Organization # ANE ID:12901) ���@Q�00id�9gg� � e^�ptyQGJBQ� ®p� 0 0 m C 0 AL FL# 27403.1 R2 THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED 13YJOHNATHAN GREEN ON THE DATE ADJACENT TO THE SEAL PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. Force Engineering & Vesting 19531) Ramblewood Drive Humble. Texas 77338 I'bone:. (281) 540-6603 i?AX: (281)540-9966 Website: ewa'.forc�wngineeringlesling.rnm 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. 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 2020 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 2020 Chapter 22 for steel, and Chapter 16 for structural loading. ITEM HAS BEEN 'ALLY SIGNED AND ED BY JOHNATHAN 9N ON THE DATE CENT TO THE SEAL. =D COPIES OF THIS RENT ARE NOT DEFIED SIGNED AND D AND THE TORE MUST BE ED ON ANY RONIC COPIES. FL# 27403.1 R2 Force Engineering & Testing 19531, Itumblew•ood Drive humble. Terns 77338 Phone: (281)540-6603 FAX: (281)540-9966 Websile: tvwiv.forceenginceringlesl)ng.con3 26 GA. HANPTON RIB FASTENER PATTERN 2-1-2-1 ` 912-14 x 3/4' HUH SW W/ 14,14M RONRED NEOPRENE WASHER 29 GA. HAMPTON RIB FASTENER PATTERN 6"-3"-6"-3"-6"-3"-6" 6- 3• 6- 3• J- 012-1 x 314• 1WH SW W/ 14M&I BONDED NEOPRENE WASHER THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BYJOHNATHAN GREEN ON THE DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. FL# 27403.1 R2 6 - 2�ila - BaS Home Log In User Registration ! HotToplcs Submit Surcharge Stats & Fads Publications Contact Us BCIS Site Map Links Search b a d r Product Approval 0A USER: Public User Product Approval Menu > Product or Aopliaation Srarch > enolicatlan List > Application Detail � t FL # FL27402-112 -Z-7go �f a g •2 Application Type Revision 4 Code Version 2020 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 the Johnathan Green Evaluation Report Florida License PE-88223 Quality Assurance Entity PRI Construction Materials Technologies, LLC Quality Assurance Contract Expiration Date 06/23/2023 Validated By Brian Jaks, P.E. Validation Checidist - Hardcopy Received Certificate of Independence FL27402 R2 COI Letter of Certification -Carports Anywhere seaied.Ddf Referenced Standard and Year (of Standard) Standard Year ASTM E 1592 2005 FM 4471 1992 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/04/2020 Date Validated 08/10/2020 Date Pending FBC Approval 08/19/2020 Date Approved 10/13/2020 Summary of Products FL # Model, Number or Name Description 27402.1 Hampton Rib Roof Panel Hampton Rib Roof Panel over Open Framing Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +54.7 psf/-57.3 psf Other: See evaluation report for various design pressures Install per Manufacturer's details. Not for use In HVHZ Zones. FL27402 R2 II Hampton Rib Roof Panel DRAFT sealed.pdf Verified By: ]ohnathan E Green, P.E. 88223 Created by Independent Third Party: Yes Evaluation Reports FL27402 R2 AE Hampton Rib Roof Panel DRAFT sealed.Rdf Created by Independent Third Party: Yes Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 050-407-1824 The State of Florida Is an AA(EEO employer. Co aht 2007-2013 State of Florida.:: PHA Statement :: Accesslhltlty 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 mall. If you have any questions, please contact SS0.487.1395. 'Pursuant to Seddon 455.275(1), Ronda Statutes, effective October 1, 2012, licensees licensed under Chapter 45S, 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 be the public. To determine If you are a licensee under Chapter 455, F.S., please dick ere . Product Approval Accepts: aI Ec'� Credit Card SafeA 1 t Force Engineering &'Testing 19530 Ramblewood Drive Humble, Texas 77338 Phone: (2$1) 540-6603 FAX: ,(281) 540-9966 Nebsite: ivlvw.forceenginceringtesling.com Product Evaluation Report CARPORTS ANYWHERE Hampton Rib Roof Panel over open framing Florida Product Approval # 27402.1 R2 Florida Building Code 2020 Per Rule 61620-3 Method: 1—D Category: Structural Components Subcategory: Roof Deck Compliance Method: 61620-3.005(1)(d) NON HVHZ Product Manufacturer: Carport Anywhere 10858 S.E. County Road 221 Starke, Florida 32091 Engineer Evaluator: Johnathan Green, P.E. # 88223 Florida Evaluation ANE ID: 22902 Validator• Brian Jaks, P.E. #70159 Contents: Evaluation Report Pages 1- 4 ws6J a d a p' 9a 41 aZ®BBB®�A�OP3Q19��e���~ FL# 27402.1112 THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY JOHNATHAN GREEN ON THE DATE ADJACENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. Force Engineering & Testing 19530 Ranlblewond Drive Humble, Texas 77338 Plione: (281)540;6603 FAX: (281)540.9966 Website: wwiv.rorecengblceringtesting.com Compliance Statement: The product as described in this report has demonstrated compliance with the Florida Building Code 2020, 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 2020 Section 1507.4.3. Optional paint finish. Corrosion Resistance: Panel Material shall comply with Florida Building Code 2020, 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 Roliformer: 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 Cade 2020, 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 2020. Allowable Design Pressures: Table "A" 26 Ga. Hamntan Rlb Roof Panel Maximum Design Pressure: -57.3 psi -72.9 psi -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: 51-W O.C. 4'-W O.C. 4'-0" O.C. 51-0" O.C. 4'-W O.C. Substrate: Min. 14 Ga. Steel Framing Min. 14 Ga. 1 Steel Framing Min. 14 Ga. Steel Framing Min. i8 Ga. Steel Framing Min.18 Ga. Steel Framing uesign vressure Includes a Sarety Factor = 2.0. FL# 27402.1 P.2 .LY SIGNED AND 1BYJOHNATHAN ON THE DATE .NT TO THE SEAL. I COPIES OF THIS :NT ARE NOT :RED SIGNED AND AND THE IRE MUST BE ) ON ANY 3NIC COPIES. Force Engineering & Testing 19530 Raniblewood Drive Humble, Texas 773.18 11hotte: (281)540.6603 FAY: (281)540-9966 Websile: wwtv.forccengineeringicsling.cont Table "B" 29 Ga. Hamoton Rib Roof Panel Maximum Design Pressure: -57.3 psf -150.9 psf +39.0 psf +143.1 psf Fastener Pattern: Fastener spacing: 4'-0" O.0 2'-0" O.0 4'4' O.0 2'-0" O.C. Design Pressure Includes a Safety Factor = 2.0. Code Compliance: The product described herein has demonstrated compliance with The Florida Building Code 2020, 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 2020, 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-OS (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 ByJohnathan Green, P.E. (No. 88223) @ Force Engineering &Testing (FBC Organization # ANE ID:12901 Test Standard Equivalency: 1. 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 manufacturing under a quality assurance program audited by an approved quality assurance entity. �9gQ9�G0a9tf�gy� e dp��g8; . moo d i all, '+i �a roB�eZoe I?A FL# 27402.1 R2 ITEM HAS BEEN 'ALLY SIGNED AND ED BYJOHNATHAN :N ON THE DATE CENT TO THE SEAL. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. 7 1 roirce Engineering & Testing 19530 Ramblewand Drivc Humble, Texas 77338 11boue: (281) 540-6603 FAX: (281) 540-9966 Websile: www.rorceengineeringtestb►g.cmn Minimum Slope Range: Minimum Slope shall comply with Florida Building Code 2020, 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 2020 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 2020 Chapter 22 for steel, and Chapter 16 for structural loading. �gg8ii0a8�9pg e ° 9 m a o FL# 27402.1 R2 ITEM HAS BEEN ALLY SIGNED AND ED BY JOHNATHAN :N ON THE DATE CENT TO THE SEAL. D COPIES OF THIS ENT ARE NOT ERED SIGNED AND AND THE URE MUST BE D ON ANY ONIC COPIES. ;r l• . Force Engineering & Testing 19530 Ramblewood Drive Humble, Texas 77338 Phone: (281)s40-6603 FAX: (281)540-9966 VVebsile: ivwvv.rorecengineeringtestiag.com 26 GA. HAMPTON RIB FASTENER PATTERN 2-1-2-1 #12-14 x 3/4' Witd S03 4// 1. 0A BONDED NEOPRENE WASHER 29 GA. HAMPTON RIB FASTENER PATTERN 6"-3"-6"-3"-6"-3"-6" ` Al2-•It x 3/4" HNH SD3 W/ 146UA BONDED NEOPRERE IMHER ITEM HAS BEEN ALLY SIGNED AND ED BY JOHNATHAN "N ON THE DATE CENT TO THE SEAL. i COPIES OF THIS :NT ARE NOT :RED SIGNED AND AND THE IRE MUST BE ) ON ANY )NIC COPIES. FU 27402.1 R2 REVISMM 2 3/16" 1 7/8' 1 3/8�•— REV COMMON 6M APPRMM 2 3/16" A REVISED ANCHOR SPACING & CHARTS 07/11/16 R.L B REVISED GLASS 10/02/17 R,L 13/16" 2 3/16 2 3/16" 1 5/16' 1 J FLANGE FRAME HEAD FLANGE FRAME JAMB FINLESS FRAME HEAD FINLESS FRAME JAMB 5/8" CM-18501 CM-18503 CM-18553 CM-18513 1 8' ANN. ALUMINUM6063-T8.050'THICK ALUMINUM 6063.75.050'THICK ALUMINUM6063-T5.050'THICK ALUMINUM 6063-TS.050'THICK / 3/32 ANN. 2 5/16" ,I 2 5/16" —I 2 5/16" --I .090 PVB BY KURARAY 3/32T ANN. 2 3/16•• —{ 518ITE METAL REINFORCED BUTYL SPACER 3 3/8' 2 13/1 3 3/4" INTERIOR 2 5/16" 1/2SILICONE SEALANT ANGE FRAME SILL FINLESS FRAME SILL FIN FRAME SILL FIN FRAME HEAD SETTING BLOC ALUMINUM6063-T5.055'THICK ALUMINUM 6063�055•THICK CA�18509 RACM-ME GLAZING DETAIL ALUMINUM6063-T5.055'THICK ALUMINUM 6063-75.050'THICK 1 7/16" 2 3/8" 1 5/8" i•-- � 1 1 /8" I 2 5/16" 2- 3 2 /16" 1 3/4" � 2 Ll L LOCK RAIL/STILE SASH BOTTOM RAIL MEETING RAIL FIN FRAME JAMB CM-18505 CM-18555 CM-18504 CM-18510 ALUMINUM 6063-75.06-THICK ALUMINUM SG4-75.050'7HlCK ALUMINUM6063-T5.05S'THICK ALUMINUM6069-T5.050'THICK SIGNED., 0212712020 MI WINDOWS AND DOORS, LLC >>+111111rrr 1" 15/16" 650 WEST MARKET STREET GRATZ. PA 17030-0370 Ngk\\S ;:'• LQ/,,, `ter •��CT:N��%�y SERIES 1B5 ALUMINUM SINGLE HUNG WINDOW {— >tr• 0 6 *= T SASH STILE 36" x 84"— LMI c` GLAZING BEAD CM-16507 COMPONENTS zj0% $tAT OF CM-16535 ALUMINUM 6063-78.050.THICK RIGID PVC.050'7H/CK i�'r••F� Q` '��� ,��s//oNA10N ` ! , S 0R10 !� �� DRMw� pwc No. REV N.G. 08-02545 B Sc'LE NTS DATE 12/09/2014 -'u 1 I OF 11 LRCBERTOLOLIASP.E 1432 WOODFORD RD LEMSVMA NO27G27 as Luis R. Lomas P.E. FL _ -- _ 434.668-M dmnesgbtnusAaa No.: -eb } t Jt ( '. aCIS Home ; Log In User Registration i Hot Topics Submit Surcharge Stats & Fads Publications Contact Us aeis site Map Links Search ((('''��kt Product Approval �L a ��� ' USER; Publle Use Product proval Menu > product or Aoplleatlon Search > Qppllcatlon List > Application Datall - - _r I *�IQ "�l. �+ =r' FL # FL17996-R2 Application Type Revision Code Version 2020 Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Elixir Door and Metal Company Address/Phone/Email 1215 Pope Drive Douglas, GA 31533 (912)493-2215 ryarberry@ellxirdmc.com Authorized Signature Randall Yarberry ryarberry@elixirdmc.com Technical Representative PTC Product Design Group Address/Phone/Email PO Box 520775 Longwood, FL 32752 (321) 690-1788 Info@ptc-corp.com Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency American Architectural Manufacturers Association Validated By American Architectural Manufacturers Association Referenced Standard and Year (of Standard) standard Year ASTM E330 2002 ASTM E330 2014 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL17996 R2 EauIv EER 2244 Rev3 ss.pd( Product Approval Method Method 1 Option A Date Submitted 02/19/2021 Date Validated 02/22/2021 Date Pending FBC Approval Date Approved 02/28/2021 Summary of Products 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 Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +38.7/-32 Other: Certification Agency Certificate FL17996 R2 C CAC 19359 Elixir - 202-20S OS Door (M ASTM San, 2021.pd Quality Assurance Contract Expiration Date 07/11/2024 Installation Instructions FL17996 R2 II ELT 0034 Rev B Model 202-20S ss odf Verified By: Robert 3. Amoruso, PE FL PE No. 49752 Created by Independent Third Party: Yes Evaluation Reports FL17996 R2 AE PER 1642 Rev4 ss.odf Created by Independent Third Party: Yes 17996.2 Series 230 W9 Steel Door Series 230 W9 Steel O.S. Door w/ Cottage Window Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +25.3/-25.3 Other: Certification Agency Certificate FL17996 R2 C CAC 19346 Elixir - 230-W9 OS Door (1b), ASTM San. 2021.odf Quality Assurance Contract Expiration Date 07/11/2024 Installation Instructions FL17996 R2 H FLIX0033 Rev B Model 230 W9 ss pdf Verified By: Robert 3. Amoruso, PE FL PE No. 49752 Created by Independent Third Party: Yes Evaluation Reports FL17996 R2 AE PER 1642 Rev4 ss.odf Created by Independent Third Party: Yes 17996.3 Series 402-14 Vinyl Steel Out -Swinging Regular Door - 14" x 14" Window Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +66/-56 Other: Certification Agency Certificate FL17996 R2 C CAC 19349 Elixir - 402-14 OS Door (lbj ASTM San. 2021.odf Quality Assurance Contract Expiration Date 08/26/2025 Installation Instructions FL17996 R2 II ELIX0050 REV-B OS MODEL 402-14 ss pdf Verified By: Robert 3. Amoruso, PE FL PE No. 49752 Created by Independent Third Party: Yes Evaluation Reports FL17996 R2 AE PER 1951 Rev3 ss.odf Created by Independent Third Party: Yes 17996.4 Series 402-20S Vinyl Steel Out -swinging Regular Door - 20" slider window Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +66/-56 Other: Certification Agency Certificate FL17996 R2 C CAC 19358 Elixir - 402-20S OS Door-M. ASTM San, 2021.odf Quality Assurance Contract Expiration Date 08/26/2025 Installation Instructions FL17996 R2 II ELiX0051 REV-B OS MODEL 402-20S ss odf Verified By: Robert 3. Amoruso, PE FL PE No. 49752 Created by Independent Third Party: Yes Evaluation Reports FL17996 R2 AE PER 1951 Rev3 ss.pdf de endent Third Party: Yes 17996.5 Series 407 Vinyl Steel Out -Swing Regular Door - Blank (no window) Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +50/-50 Other: Certification Agency Certificate FL17996 R2 C CAC 19345 Elixir - 407 OS Doorb) ASTM San. 2021.p_df Quality Assurance Contract Expiration Date 08/19/2025 Installation Instructions FL17996 R2 II ELIX0052 REV-B OS MODEL 407 ss odf Verified By: Robert J. Amoruso, PE FL PE No. 49752 Created by Independent Third Party: Yes Evaluation Reports IL FL17996 R2 AE PER 1951 Rev3 ss.odf Created by Independent Third Party: Yes 17996.6 Series 430 W9 Vinyl nnyl Steel Out -swinging Regular Door - 9-Cite Window (118" x ) Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +50/-50 Other: Certification Agency Certificate FL17996 R2 C CAC 19344 Elixir - 430-W9 OS Door (1b) ASTM Jan. 2021.odf Quality Assurance Contract Expiration Date 08/25/2025 Installation Instructions FL17996 R2 II EUX0053 REV-B OS MODEL 430-W9 ss pdf Verified By: Robert J. Amoruso, PE FL PE No. 49752 Created by Independent Third party: Yes Evaluation Reports FL17996 R2 AE PER 1951 Rev3 ss.pdf Created by Independent Third Party: Yes 17996.7 Series 5400 W9 Cottage Series 6400-W9 Non -Impact Inswing Painted Steel Door w/Storm Door Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Certification Agency Certificate FL17996 R2 C CAC 19352 Elixir 6400 W9 IS Door w Storm (1b) ASTM Jan, 2021.odf Impact Resistant: No Design Pressure: +66.7/-56.7 Other: Quality Assurance Contract Expiration Date 09/07/2024 Installation Instructions FL17996 R2 II ELIX0056 Rev-B IS MODEL 6400-W9 WITH STORM DOOR ss.odf Verified By: Robert J. Amoruso, PE FL PE No. 49752 Created by Independent Third Party: Yes Evaluation Reports F1,17996 R2 AE PER 1954 Rev3 ss.pd[ Created by Independent Third Party: Yes 17996.8 Series 7500 Oval Series 7500 Non -Impact Inswing Vinyl Laminated Steel Door w/Storm Door and PVC Jambs Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes .Impact Resistant: No Design Pressure: +50/-50 Other: Certification Agency Certificate FL17996 R2 C CAC 19348 Elixir - 7500 IS Door w-Storm (1b) ASTM Jan. 2021.odf Quality Assurance Contract Expiration Date 08/23/2024 Installation Instructions FL17996 R2 II ELIX0060 Rev-B IS MODEL STa 7500 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 R2 AE PER 1955 Rev3 ss.1df Created by Independent Third Party: Yes 17996.9 Series 8400 W9 Cottage Series 8400-W9 Non -Impact Oval Inswing Vinyl Laminated Steel Door w/Storm Door Limits of Use Approved for use in HVIM No Approved for use outside HVHZ: Yes Impact. Resistant: No Design Pressure: +50/-50 Other: Certification Agency Certificate FL17996 R2 C CAC 19353 Elixir - 8400-W9 IS Door w-Storm lb ASTM Jan. 2021.adf Quality Assurance Contract Expiration Date 09/07/2024 Installation Instructions FL17996 R2 II ELiX0057 Rev B IS MODEL 8400 W9 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 R2 AE PER 1954 Rev3 ss pddf Created by Independent Third Party: Yes 17996.10 Series 9000 Series 9000 Non -Impact Inswing Vinyl Laminated Steel Door w/Storm Door Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +50/-50.7 Other: Certification Agency Certificate FL17996 R2 C CAC 19374 Elixir - 9000 IS Door w-Storm 1b)-ASTM Jan. 2021.odf Quality Assurance Contract Expiration Date 09/06/2024 Installation Instructions FL17996 R2 II ELFX0058 Rev-B IS BLANK 9000 DOOR W STORM DOOR ss.pdf Verified By: Roberti. Amoruso, PE FL PE No. 49752 Created by Independent Third Party: Yes Evaluation Reports FL17996 R2 AE PER 1954 Rev3 ss.pdf Created by Independent Third Party: Yes 17996.11 Series 9400-W9 Cottage Series 9400-W9 Non -Impact Inswing Vinyl Laminated Steel Door w/Storm Door Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +50/-50 Other: Certification Agency Certificate FL17996 R2 C CAC 19350 Elixir 9400 W9 IS Door w Storm (1b) ASTM San, 2021.pdf Quality Assurance Contract Expiration Date 09/06/2024 Installation Instructions FL17996 R2 II ELDf0059 Rev-B IS MODEL 9400-W9 COTTAGE W. STORM DOOR ss.odf Verified By: Robert 3. Amoruso, PE FL PE No. 49752 Created by Independent Third Party: Yes Evaluation Reports FL17996 R2 AE PER 1954 Rev3 ss.odf Created by Independent Third Party: Yes 17996.12 Series AFIF7N Series AFIF7N Non -Impact IS Fiberglass Door Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Certification Agency Certificate FL17996 R2 C CAC 19351 Elixir - AFIF7N IS Door f1b)gSSTM San. 2021.odf Impact Resistant: No Design Pressure: +38.7/-38.7 Other: Quality Assurance Contract Expiration Date 08/21/2024 Installation Instructions FL17996 R2 II EUX0040 AFIF7N-BFIF7N RevB ss,pdf Verified By: Robert J. Amoruso, PE FL PE No. 49752 Created by Independent Third Party: Yes Evaluation Reports FL17996 R2 AE PER 1952 Rev3 ss.od( Created by Independent Third Party: Yes 17996.13 Series AVIF7N Series AVIF7N Nan -Impact IS Steel Door Limits of Use Approved for use in HVHZ.• No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +38/-38 Other: Certification Agency Certificate FL17996 R2 C CAC 19356 Elixir - AVIF7N IS Door (112 ASTM Jan. 2021.pd Quality Assurance Contract Expiration Date 07/22/2025 Installation Instructions FL17996 R2 II ELIX0047 AVIF7N RevB ss pdf Verified By: Robert 3. Amoruso, PE FL PE No. 49752 Created by Independent Third Party: Yes Evaluation Reports R17996 R2 AE PER 1953 Rev3 ss.odf Created by Independent Third Party: Yes 17996.14 Series BFIF7N Series BFIF7N Non -Impact IS Fiberglass Door Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +38.7/-38.7 Other: Certification Agency Certificate FL17996 R2 C CAC 19357 Elixir - BFIF7N IS Door w-Side Lites (ib) ASTM Jan. 2021.odf Quality Assurance Contract Expiration Date 08/21/2024 Installation Instructions FL17996 R2 II ELIX0040 AFIF7N-BFIF7N RevB ss.ndf Verified By: Robert J. Amoruso, PE FL PE No. 49752 Created by Independent Third Party: Yes Evaluation Reports FL17996 R2 AE PER 1952 Rev3 ss,Rdf Created by Independent Third Party: Yes 17996.15 Series BVI63S Series BVI63S Non -Impact Single Inswing Door w/Fixed Lite Insert and Outswing Storm Door Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +65/-65 Other. Certification Agency Certificate FL17996 R2 C CAC EXR 8VI63S E330 o us5 df Quality Assurance Contract Expiration Date 12/17/2021 Installation Instructions FL17996 R2 II ELIX0061 BVI63S RevB ss.odf Verified By: Robert J. Amoruso, PE FL PE No. 49752 Created by Independent Third Party: Yes Evaluation Reports FL17996 R2 AE PER 2244 Rev3 ss,pdf Created by Independent Third Party: Yes 17996.16 Series BVIF7N Series BVIF7N Non -Impact IS Steel Door Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +40/-40 Other: . Certification Agency Certificate FL17996 R2 C CAC 19394 Elixir - BVIF7N IS Door f 1b) ASTM Jan. 2021.odf Quality Assurance Contract Expiration Date 07/29/2025 Installation Instructions EL17996 R2 10 ELIX0049 BVIF7N BVIF7S R vB ss Rdf Verified By: Robert 1. Amoruso, PE FL PE No. 49752 Created by Independent Third Party:. Yes Evaluation Reports FL17996 R2 AE PER 1953 Rev3 ss Ddf Created by Independent Third Party: Yes 117996.17 I Series BVIF7S .I Series BVIF7S Non -Impact 1S Steel Door .1 Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +50/-50 Other: Certification Agency Certificate FL17996 R2 C CAC 19355 Elixir - BVIF7S IS Door w Storms, LUb ASTM ]an. 2021.pdf Quality Assurance Contract Expiration Date 07/29/2025 Installation Instructions FL17996 R2 II ELIX0049 BVIF7N BVIF7S RevB ss odf Verified By: Robert J. Amoruso, PE FL PE No. 49752 Created by Independent Third Party: Yes Evaluation Reports FL17996 R2 AE PER 1953 Rev3 ss.Ddf Created by Independent Third Party: Yes Such Nett Contact Us :: 2601 Blair Stone Road, Tallahassee Fl. 32399 Phone: 850.407-1824 The State of Florida Is an AAIEEO employer. Copyright 2007-2013 State of Florida.:: Prlvacv Statement :: Accessibility Statement :: Refund Statemen 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, canted: the office by phone or by traditional mall. IF you have any questions, please contact 050AS7.1395. -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 offldal 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.5, please didc j1.re . Product Approval Accepts: ® .ggg ��-- Credit Card Safe ELIXIR DOOR & METALS CO. MODEL 407 NON -IMPACT OUTSWING VINYL LAMINATED STEEL DOOR INSTALLATION ANCHORAGE DRAWING GENERAL NOTES: L THE PRODUCT ANCHORAGE SHOWN HEREIN IS DESIGNED S. IN AREAS WHERE WINDSORNE DEBRIS PROTECTION TO COMPLY WITH THE CURRENT EDITION OF THE REQUIREMENTS EXIST, USE OF AN IMPACT PROTECTIVE FLORIDA BUILDING CODE(FBC) EXCLUDING HIGH SYSTEM COMPLYING WITH THE FBC REQUIREMENTS FOR VELOCITY HURRICANE ZONE AND THE DESIGN WINDBORNE DEBRIS REGIONS IS MANDATORY FOR THE PRESSURE(S) STATED HEREIN. PRODUCT HEREIN. 1e. THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED 6. FRAME MATERIAL: ALUMINUM ALLOY 6003-T6 UPON SIGNED AND SEALED TEST REPORT DOOR PANEL MATERIAU .09 MR VINYL LAMINATED CONSTRUCTION CONSULTING LABORATORY REPORT 0 GALVANIZED STEEL015' SKIN W/ URETHANE FOAM CORE CCL-19-167 AND ASSOCIATED LABORATORY STAMPED DRAWINGS 7. GLASS MEETS THE REQUIREMENTS OFASTM El300.12AE1. lb. TESTED TO ASTM E330.14. Z ADEQUACY OF THE EXISTING STRUCTURAL ZX FRAMING OR STEEL FRAL41NO AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER ORARCHITECTOF RECORD. 6. DESIGNATIONS STAND FOR THE FOLLOWING: X:OPERABLE PANEL O: FIXED PANEL 9. HARDWARE: A HALF HINGES: (4) 6063-T6 EXTRUDED ALUMINUM B. LATCH LOCK KEYED Q DEAD BOLT. SNGLE CYLINDER 3. IX AND 2X SUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE 10. SEE SHEETI FOR DESIGN PRESSURE CHART. STRUCTURE BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER ORARCHITECT OF 11. IF WATER INFILTRATION REQUIREMENT EXISTS,UNIT MUST RECORD. BE INSTALLED BENEATH AN OVERHANG MEETING THE 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT. CURRENT EDITION OF THE FLORIDA BUILDING CODE - BUILDING AND RESIDENTIAL VOLUMES. DESIGN PRESSURE RATING (PSF) IMPACTRATING WHERE WATERNFILTRATION WHERE WATER INFILTRATION REQUIREMENT IS NEEDED REQUIREMENT IS NOT NEEDED 1 NONE SEE GENERAL NOTE 11 +50 /-50 TABLE OF CONTENT SHEET DESCRIPTION I GENERAL AND INSTALLATION NOTES 2 ELEVATION, ANCHORING LAYOUT 3 VERTICAL CROSS SECTIONS 4 HORIZONTAL CROSS SECTIONS INSTALLATION NOTES: 1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION. 2. THE INSTALLATION ANCHORS ATTHE SPACINGS SHOWN ARE THE MINIMUM NUMBER OFANCHORS AND MAXIMUM SPACINGS TO BE USED FOR PRODUCT INSTALLATION. 3. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIMS} MAXIMUM ALLOWABLE SHIM SIZEOFI14 INCH. SHIM WHERE SPACE OF VMS NCH OR GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER 4. ANCHORS FOR INSTALLATION INTO WOOD FRAMING OR 14GA. MINIMUM STEEL FRAMING SHALL BE AS SHOWN IN 'ANCHOR SCHEDULE'THIS SHEET. 5. MINIMUM EMBEDMENTAND E13GE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED To STUCCO, FOAM, BRICK VENEER AND SIDING. 6. INSTALLATION ANCHORS SHALL BE INSTALLED IN a ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS E—I THAN THE MINIMUM STRENGTH SPECIFIED N THE 'ANCHOR SCHEDULE' THIS SHEET. 7. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE �--� MUST BE MADE OF CORROSION RESISTANT MATERIAL p� OR HAVE A CORROSION RESISTANTCOATING. Ow. p P. ON C A x - a W ANCHOR SCHEDULE SUBSTRATE DOORFRAME TYPE SIZE MANUFACTURER ANDIOR EMBEDMENT EDGE DISTANCE ANCHOR CAPACITIES TYPE SPECIFICATION (IN) III (IN) tII IM1 BASED ON SHEET MIN. 3 METALISTEEL THREADS TUBING 14 GA FIN (Z-BAR) PAN HEAD NO. B ASNE 818,6.4 PAST INSIDE 3/8' MIN.33 KSI YIELD MIN. (TAPPING SCREW) SURFACE OF STRNEGTH THICKNESS I SUBSTRATE ANSI 816.6.1 2X WOOD (WOOD SCREW) WOOD WITH AMINIMUM FRAMING FIN (Z-BAR) PAN HEAD NO.8 OR 1' 1/Y SPECIFIC GRAVTIYOF ASME B18.BA 0.42. (TAPPING SCREW) NOTES: 1) FOR WOOD ORTAPRNG SCREWS FSP JnM IS A CONOIRM DRILL 0.082- PILOT HOLE(ORLL S¢E45). 2) EDGE DISTANCENEASLAE) FROM ETHER SIDE OF ANCHORTO EDGE OF SUBSTRATE P.E. FL P.E. No. 49752 Digitally signed by RobertJ Amoruso Rate: 2021.02.18 12:08:03 -05'00' Tnns+w 8' MAX O.C. (TYP.) 4' MAX (1YP. —I q• MAX (7 yp.) 3' MAX (TYP.)3 G X G LOCK ASSEMBLY IS LOCATED APPROX MAX(TM) 82114' 88' 4 4 3T ABOVE BOTTOM OF DOOR LEAF O.C. MAX OA MAX E O AND THE DEAD BOLT ASSEMBLY FRAME DOOR 4 � 4 APPROX. 41' ABOVE BOTTOM OF DOOR O X HEIGHT PANEL LEAF. SEE STRIKE DETAILS THIS O HEIGHT SHEET, ELEVATION EXTERIOR VIEW I 1 #8 x 3/8' WOOD SCREW I I l J ENTRY DOOR STRIKE DETAIL. wool) eRAMESUBMATE FOUR HALF HINGES, 3' AND 21' FROM EACH END OF THE DOOR PANELSECURED BY #8 X 3/4' SCREWS (TYP.) f 1 I I #8 TAPPING SCREW. SCREW MUST BE OF SUFFICIENT LENGTH TO I PENETRATE(3)THREADS I MINIMUM BEYOND STEEL TUBE. ENTRY DOOR STRUM DETAIL STEEi,7MMUSUMPATE � 3 SILLANCHOR SPACING SAME AS HEAD SPACING ANCHOR LAYOUT BXTERIOR VIEW ANCHORING NOTES: 1. MINIMUM NUMBER OF ANCHORS IN JAMBS IS 14. ANCHOR SPACING VARIES, BUT NOT TO EXCEED S' MAXIMUM O.C. 2, MINIMUM NUMBER OF ANCHORS IN HEAD AND SILL IS B. ANCHOR SPACING VARIES, BUT NOTTO EXCEED W MAXIMUM O.G. 0 g L O U z iQ an 5a Ld O arA tow w a" Zd O9 zg O ^ Q C7 wZ Robert J. Ammuso, P.E FL P.E. No. 49762 Digitally signed by "vti="=vvy RobertJ 6 w wru`b Amoruso a �.:� Date: ^r`Lgyob� 2021.02.18 12:08:47 -05,00, 1' MIN. EMBEDMENT 2X WOOD FRAME (BY OTHERS) SEALANT TAPE TO BACK -- SIDE OF MOUNTING FIN EXTERIOR #8 WOOD SCREW INSTALLATION ANCHOR 1/2' MIN. EDGE DIST. 114' MAX SHIM INTERIOR �1 VERTICAL SECTION WOOD FRAME SUBSTRATE EXTERIOR INTERIOR �1/4' MAX SHIM SEALANT TAPE TO BACK SIDE OF MOUNTING FIN 1/2' MIN. EDGE DIST. 2X WOOD FRAME (BY OTHERS) 1' MIN. EMBEDMENT—� #8 WOOD SCREW INSTALLATION ANCHOR VERTICAL SECTION A wooD rRnME sUBSTRATE a THREE(3)THREAD M o MIN. PENETRATION #8 TAPPING SCREW INSTALLATION ANCHOR SEALANT TAPE TO BACK 3/8' MIN. o � SIDE OF MOUNTING FIN EDGE DIST. S 14 GA. MIN. SQUARE STEEL TUBING (BY Q N N v OTHERS) U o � o 0 EXTERIOR INTERIOR C%J wl No cv �o r1 12 o W 1 8oE �1 ui aWultF Z m D VERTICAL SECTION a o .0wo STEEUMBINGSUBSIRAIE p ra 1 w¢e Zz III w � a V �y Q qq o Qi �> eeFS� EXTERIOR INTERIOR 14 GA. MIN. SQUARE STEEL TUBING (BY OTHERS) Robert J. Amoroso. P.E. FL P.E. Nm 49752 31V MIN. SEALANT TAPETOBACK EDGEDIST. P ]IY25 SIDE OF MOUNTING FIN #8 TAPPING SCREW THREE (3) THREAD INSTALLATION ANCHOR` L\ c ac ;,`..`• "' MIN' PENETRATION Digitally signed by Robert Amoruso VERTICAL SECTION 2021.02.18 STEELDate: 11 TUBING SUBSTRATH 12:08.59 -05'00' 9 1/4' MAK SHIM 1/4' MAX SHIM rn 11T MIN. EDGE DIST. 1/2' MIN. EDGE DIST. I 2X WOOD FRAME WOOD FRAME v e (BY OTHERS) (BY OTHERS) #8 WDDD SCREW W #8 WOOD SCREW INSTALLATION ANCHOR INTERIOR INTERIOR INSTALLATION ANCHOR m, #8 X 314' SMS O v 1• MIN. \� \\♦ \ 4 1•MIN. ���,\� \ \� EMBEDMENT M EMBEDMENT _r a z� o J w MA � SEALANT TAPE TO BACK EXTERIOR EXTERIOR SEALANT TAPE TO BACK '� o 0 CZ L SIDE OF MOUNTING FIN W ra c� ;= SIDE OF MOUNTING FIN i 0.0aFlull,�~ 2 m aN cv z ci O HORIZONTAL SECTION `� z E HORIZONTAL SECTION F wooDaxAtEsuHSTxwTH O co ^ woos RAMESUBSTRATE Q^ A a Wz� u� 0> ® E X 14 GA. MIN. SQUARE 14 GA. MIN. SQUARE 3/8' MIN. EDGE DIST. STEEL TUBING (BY STEELTUBING (BY W c OTHERS) OTHERS) � 318' MIN. EDGE DIST. INTERIOR INTERIOR #8 TAPPING SCREW #8 TAPPING SCREW INSTALLATION ANCHOR #B X 3/4' SMS INSTALLATION ANCHOR THREE (3) THREAD I �\ \\ MIN. PENETRATION THREE N THREAD � MIN. PENETRATION SEALANT TAPE TO BACK EXTERIOR EXTERIOR Robert J. Amorim. P.E. FL P.E. No.49752 SIDE OF MOUNTING FIN SEALANT TAPE TO BACK SIDE OF MOUNTING FIN HORIZONTAL SECTION "'` ^`"M G HORIZONTAL SECTION H STEELTUHINGsuHSTRATE Dig(tallysignedby STEELTUBING SUBSTRATE Robert J Amoruso Date: 2021.02.18 12:09:10-05'00' - Y u I�D � ��3 ' # F� D �r,�"� F+r.. �M ��C,6'•T�` �� '�`s''! ��j • �C%J aCIS Home Log In User Registration Hot Tapley Submit Surcharge I Slats & Facts Publications Contact Us �' SCis Site Map` Unks Search Florida . a Product Approval USER; Public User Product Approval Menu > Product or Aorllcation Search > epplleatlon Ust > Application Detail WETI FL # FL21450-R5 ' y 6o Application Type Revision C•' Code Version 2020 Application Status Approved Comments Archived Product Manufacturer Janus International Group, LLC. Address/Phone/Email 135 Janus Intematlonal Blvd. Temple, GA 30179 (770) 562-6135 Ext360 curts@janusinti.com Authorized Signature Curtis Schroeder curts@janusinti.com Technical Representative Curtis L Schroeder Address/Phone/Email 134 Janus Intematlonal Blvd. Temple, GA 30179 (770) 562-2850 Ext 360 curts@janusintl.com Quality Assurance Representative Chris Meyer Address/Phone/Email 135 Janus Intematlonal Blvd Temple, GA 30179 (770) 562-2850 chris.meyer@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 John E. Scates Evaluation Report Florida License PE-51737 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2021 Validated By Kurt Dietrich PE Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL21450 R5 COI Cert of Ind Scates 2020s.odf Standard ANSI/DASMA 108 ANSI/DASMA 115 ASTM E330 Year 2012 2012 2002 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/12/2020 Date Validated 08/12/2020 Date Pending FBC Approval 08/19/2020 Date Approved 10/13/2020 Date Revised 12/16/2020 Summary of Products FL # Model, Number or Name Description 21450,1 Series 1100 Series 1100 - 26 Gauge Door Assembly Max Size: 8'-8" x 14'-0" Limits of Use Installation Instructions 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 FL21450 RS II T1012 RevD s.pdE Verified By: John E. Scates PE-51737 Created by Independent Third Party: Yes Evaluation Reports FL21450 R5 AE EvalReRt Mode1750 1100 r5s.pdf Created by Independent Third Party: Yes 21450.2 Series 1100 Series 1100 - 26 Gauge Door Assembly Max Size: 10'-0" x 14'-0" Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +19.4/-22.7 Other: FL21450 R5 II T1013 RevD s.pdf Verified By: John E. Scates PE-51737 Created by Independent Third Party: Yes Evaluation Reports FL21450 RS AE EvaiRept Mode1750 1100 r5s.odf 21450.3 Series 3100 Series 3100 - 26 Gauge Door Assembly Max Size: 20'-0" x 20'-0" Limits of Use Installation Instructions Approved for use In HVHZ: No FL21450 R5 II T1015 RevC s.odf Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +40/-40 Other: Verified By: John Scates FL-51737 Created by Independent Third Party: Yes Evaluation Reports FL21450 R5 AE EvalReot Modei3100-I14 r5s pdf Created by Independent Third Party: Yes e es g o e y x ze. 20'-0" Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +42.5/-45 Other: FL21450 RS II T1016 RevA s.pd Verified By: John Scates FL-51737 Created by Independent Third Party: Yes Evaluation Reports FL21450 R5 AE EvalReot Mode13100dM r5s pdf Created by Independent Third Party: Yes 21450.5 Series 3100-IM Series 3100-IM - Impact Resistant 26 Gauge Door Assembly Max Size: 16'-0" x 20'-0" Limits of Use Installation Instructions Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +42.5/-45 Other: FL21450 R5 II T1016 RevA s.pdf Verified By: John Scates FL-51737 Created by Independent Third Party: Yes Evaluation Reports FL21450 R5 AE EvalReot Mode13100-IM r5s.pdf Created by Independent Third Party: Yes 21450.6 Series 3100-IM Series 3100-IM - Impact Resistant 26 Gauge Door Assembly Max Size: 14'-0" x 20'-0" Limits of Use Installation Instructions Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +40/-40 Other: FL21450 RS II T1015 RevC s.odf Verified By: John Scates FL-51737 Created by Independent Third Party: Yes Evaluation Reports FL21450 R5 AE EvalReot Mode13100-IM r5s.odf Created by Independent Third Party: Yes 21450.7 Series 75o Series 750 - 26 Gauge Door Assembly Max Size: V-0" x 12'-0" Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes impact Resistant: No Design Pressure: +35/-45 ' Other: Not for use in High Velocity Hurricane Zones Installation Instructions FL21450 R5 II T1000 RevF s.pdf Verified By: John E. Scates, P.E. 51737 Created by Independent Third Party: Yes Evaluation Reports FL21450 RS AE EvalReot Mode1750 1100 r5 rp Created by Independent Third Party: Yes 21450.8 Series 750 Series 750 - 26 Gauge- Door Assembly Max Size: V-0" x 12'-0" Limits of Use Installation Instructions 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 as a test width of 6'-0". For pressures vs. widths, see table, sheet 1 of 2, dwg T1001. Not for use to High Velocity Hurricane Zones. EL21450 RS II T1001 RevF s.pdf Verified By: John E. Scates, P.E. 51737 Created by Independent Third Party: Yes Evaluation Reports FL21450 RS AE EvalRept Mode1750 1100 rSs pdf Created by Independent Third Party: Yes 21450.9 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 FL21450 R5 II T1002 RevF s.pdf Verified By: John E. Scates, P.E. 51737 Created by Independent Third Party: Yes Evaluation Reports FL21450 RS AE EvalReot Mode1750 1100 r5s.odf Created by Independent Third Party: Yes 21450.10 rSefle,50 Series 750 - 26 Gauge Door Assembly Max Size: 30'-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 FL21450 R5 II Ti003 RevF s.pdf Verified By: John E. Scates, P.E. 51737 Created by Independent Third Party: Yes Evaluation Reports FL21450 R5 AE EvalReot Mode1750 1100 r5s,= Created by Independent Third Party: Yes Sank Nc:d Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850A87-1824 The State of Florida Is an A'VEEO employer. popy�ht 2007-2013 State of Florida. ;: Prlvacv Statement:: Accessibility Statement ;: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mall address released In response to a 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 850.487.1395. *Pursuant to Section 455.275(i), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an 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 determine If you are a licensee under Chapter 455, F.S., please dick here . Product Approval Accepts: 4�ea�.' iClxcl Credit Card Safe DBACMAIIL gn (7 FORWSHOPOPEPATIM4_54D- CONCREMHUEOBLOCRDEYULTSCREWROLTr.3AXATN•IONO TORNMIDOMOPERATXYGbSR' WOODLAGeOLT.=XTLONO FORELECRBCOPERATIOW-74d STEEL• HEX BOLTORS, 3M.IOX 1414-LONG FOROIITSDEOFO UNDMIE:BVa• PMM RlW fSDEORNESHONW ,J IIdRIXfAL BARAELASSE16LY NN• ay,• 5-7W 2V4r MAXWALLOPENINGWID71( D (CLFMOPE .1 .�.� / IffADROOM HEAD STOP OPEIM HEMW (C EAROPENNOI SIDE VIEW 1 L=ITI R,A a.E INSIDE ELEVATION r1 ' r ' I I upt I LNNA`wAndnM4. ,P aWA L-aa IN2wwa L �-r s. .m AT .m atil( ,WNdn<x ,Tn wTOw� aTo aAw.A2„IAAc i01 L r1E Q/�[ WDIVLOCKAT&VlGG QA� �� �2•A�raj �� r SEE SHEET 2 FOR NOTES Au .eF2 ,.,M Za2i.TTo +m cDo+Xmq Pv' O T2ED3 AE2 a,xaeeTWmE 2X R,E) �,(aa r TI (STEEL, vm 6,DT GLAME HEADROOM REQUIRED lu ,L IO „ Nf L T,oa, ro a m r to 2r :r o.ER Pe iNAD ve 2. w a D+m TR01 +re a a 1Fe IIWI ve a a o+m ve Tpy me a a eE OETN 2D• QIRfA1N PANEL 22OA(bn1OALV. STEO.ff=wwt AMM,VMW ML FV 0/® DUAL A ASTM A863 OR Im ZINC COATED STEEL PRE -PANTED VATH FULL COAT OF PRDIERAND BMIED SILICONUED POLYESTER FRO HCOAT "GActmwI(DEwL ALLOWABLE TRANSVERSE DESIGN WINO LOADS IMPACT RATED SERIES 18504M &31004M DOORS ONLY (PSF) NEGATIVE (PS PSF MAX MAX DESIGN LOAD DESIGN LOAD vYlOTtL WIDTHoPEMN OPEWNG POSITIVE ALLCOIOONENISSWLLLSE ASTA(ABS] STEEL WAIN FY-IOK51 OALVMT7ED FORNOWWwALLEO. DOUMEWPG TmmouT WSHLOMANYELOCATED AT YOtlEOFANCIE GEKaE ODLTLOCATED1FROMDOIBtE AND 2E` W U[4GT1EAFXTDI SUG`pLAm F0NDOF Pl S1PLATG (OPIXYILLATExNM{O) N—/ \ NTEAn1EM OOYmY rX4Vri.V2T:QmrAr,) GAD'. STm/2(faE ATTMAMVAOL FV. Kw C0KnWMPTAL L1XRAe %WM Bmrov,w+AVSTuaY PERASTMASAGBO IXG tn8b� 20D Digitally signed byJohnEScales RE _+ No.61737 Date: 202o o8.11 11 b1:33-OS'00' ,1 I! Oua,�E John E.SdtesP.E. •O STATE OF : w DECIMAL. FRACTIONS ANGLES HOLE DIAMETERS Xxx 40.0w +/-/H6• 0-0. 30' UNDER 0.251 arm XJOO( ♦1.0.0w 0.251- 0.600 am OVER0.500 am LssOW�meT i�sd steiza3a Pooh; k, FL PE 51737 Professional FMInears earl Provided Dnlyfor �iOi %`?``` ved0eaiton OfwIndlaad conswa)on datailD. -J JANUS INTERNATIONAL GROUP, I.I.C. 135 JANUS INTERNATIONAL BLVD TEMPLE, GA 30179 R 770-562.2850/FRX 770-562 2266 © 2018 Janus IMamallonal Gmup, LLC. All Rlghls Reserved CERTIFIED WIND LOAD RATED 26 GA PRwua LUTE SERIES 1850/18504M & 31OD13100-IM ROBILLARD 04-24-18 DOOR ASSEMBLY D4-24.16 s I T 1015 0424-18 NONE I I SHEET-1 OF 2 GENERAL NOTES 1. THIS ROU.UPDOORSISMUHAS BEEN SUCCESSRILLY7FSIEDACWW7INC TOTHEUMFORM STATICAIRPRESWMTESTPMANSLUMMA 10e.T ELARGE LYSSaEWACTTESTANDTHECYCUCVXMPRESMMU3AIXNGTESTPER ANSIMASMA 115, IN AN IHOEPENDEMTBSTMG LAB CONFORMING TOTAS 70W. 7. OESIONLOAD. � PSF ATN•WVE 3. WIND LOADS FORBUBDIHOOPENINOS SILL BE DETERh0NE0 BYA PROFESSIONAL ENODMUSWO APPROPRIATE WINDSPEEOAND DESIGN CRRERPLTHIS DOOR WY BEUSEDWHERETHEDESIGN LOAD MEEK CR OMEEDOTHE DESIGNLOADFORTIE BINDING OPEMNa e. SUPERITIPOSED LOAO3 0HTHEJAAW FROMTSS DOORAREDES:GMAS VaAND W NFREDL CONTRACTORS SIUW. V ERIFY ADEQUACY OF BULDDIG STRUCTURE TO REST ST SUPERIMPOSED LOADS 1/L w• & ALLWELDING SHALL BE PERFORMED BYOUAUREDWE DEAS IN ACCORDANCEMTNAW.S.SPEdTGTIONS. LATESTEIATIORALL WELDING ELECTRODES SHALLCONFORMTO AW.S.ASA GRADE E-70. & DOOR$ SHALLBEPRC DEDWITH LOCK&ECHAMS&SATTNEDFTION OFTE OWHER 7. ALLBMU AID WASMM SLAW. EEOALVA/OMD ORSTAM M SMMVAMANMMUMTOMM STRENGTH OF 60 KSL 0. DESIGN BASED ON UNDERWRITER LABOMTORIES TEST REPORT NO. LYD7M]-TCIbTUAepaT IL ANCHOR NOTES: A EMBEDMENTLENGMDOESHOTINCLUDESTUCCORMSR IL FORHOUDW MASONRY. FMLALLCELLe ®ANCHOR WTTN2050 PSI MINIMUMOROUT. a A MK=StL LBE05TAMEDINACCOROANCEWnH&tANWACNFERSSPCC&,MwTWN3. D. 2500 PSI MIlmaiM CONCRETE FOR CCNC BETE JAAES. 10. COOK O PERATGN TYPE TO BE PUS NUP. NAM CHAIN. OR ELECTRIC. 1L GOOEMAAMSATrACHUEHFFA3TENERSEEGHA•FROM FUXMANDA•BBLDW TOP OFTNE WALL OPENIN(L 1L TETTTDOOR WALOPEHNG Siff: 17'-rx 17-W. v e ,• - W2mDSFI W:a0'LFl a� Va.Ta/IRF) Inn v,•m7IPLF) tuRTA2I CURTAIN vA•IwJS/IPLF) W-T10(RFI Yy-MOIRFT N OAMIIIDLWBTERJAIB9 CONCRETE/TLLIDBIOCK/V.00DJNIDS W OUOE YOlMT61gAN pNTAADEYDUMTSHGAN SUPERIMPOSED LOAD DIAGRAM - aoBe••H11pptEE 01Tr HOE ao% tzamoeTr:EL .• . • e E3 ro.D.L1AX JAM. ISM' I •. w•xvr e J HOMZONTA.SUTr r . •' r ,4GAMILIDUM9TEMJAMBS A 11 m mw YOMIIreN " tONTl1Ec i10ClfIW000 JA09 {W RTAGVM OEYgMTTPTOYM 120AV GIB02 MOUNTING DETAIL w• RwL e GE• E10511NOCOtCRETEJAIB EJOSTMFlU.EDBL)aCJAUa e O2wxiSCREWEQT. ' »•x4•mraca.x / •J':':" WMNEMBFDIENTOF d .. •• '� 1/reIN&LSEMATFROL L nuRnLN CIRRTAa7 r 1¢ LIO WITHIE,•LHAn'So WVETS-DNOCOATEO RryESS.ID1C 00A0 OPEATNONOTN w M(O EVFAranml �w• WtaLO¢OE�inYoaEA CURTAIMBIEET V4=.Jxr FAIFD BLOCKJAAOI3 COMPETEJAAS IH QIIDE YdARafIDNTI iW Ge10E YOUNr3NVlM Am. -- WOODJAIALSOVINOWRNE(e.0A25T@O .M• _PAO �a7 ° uoear»xr a2racYAx sERFawuuro 6aRLMr vA.1Ax r RraMR Room Louna111 z CURTAp CURTAOI ? IC — WMSOOOQTAOI 1 PLYETSDNCGOAI"D 10 NIVO r �• OPE.4V4- ITLI Wv1�Dc101wOamm •ew• wJmLRxx2o LVTInonRRR LxnnwAlxN CURTAINSIELT COPAIWATq/ %WTH.3YP 1/0AMINaAMeTEELJAA0.4 wcca AMaT IN WDE YDVR6Yg11N PHOUDEL OuwaIOWN THESE CONTDENTiA.DOCUMEMS SUBMITTEO BYJANUS CONTAIN INFORMATION OFA PROPMETARYNATNRI AND MAYNOT BE REPRODUCED ORUS®TO MANUFACTUREARYTMNB IN PARTORINWHOEFORANY PURPOSEOTNERTWWTHATYMItl1iSNECE83MYFORPREPAPATa40FBWBOFENSLEEPoNOM OM THE EXPRESS FEMSSION OFJANUS WHICH MAY RECALL DOCUMENTSATANY TOM DECIMAL FRACnONS ANGLES HOLE DIAMETERS x.)OC + 0.030' +1-1115 ./-0.30' UNDER 0.251 4jm XXXX a/-0.005 0.251- 0.500 'am OVER 0.600 '&= Hm — MI2M ExmacwoRm .a a/ 0 Do /SiYMYI E ON.vl[TEIINAO wrtNATTMAmc TRE83ltx5.. S�EYaSp &cALwaoMI• W vurAnK OOEp�N�D1T-R�COtxRE26 Qi John E. Scatae, P.E 4 : STATE OF 2560 IOng Arthur Blvd, Ste 124.54 �•f1 A LLen1 75B5B 5737 PTafesdonal EnsTneeta seal pTovtded"for ''''� /itj i l 1 i\` 1`• vadnCatlon cf v4ndtwcf OonsnTCtion detalle. --� JANUS INTERNATIONAL GROUP, LLC. 135 JANUS INTERNATIONAL OLVD TEMPLE• GA 30179 770562-28501FaX 770-662-2264 © 2018 Janus Intemadonal Group, LLC. A0 Rlghts Reserved CERTIFIED WIND LOAD RATED 26 GA. RPROVALS DATE SERIES 1850118604M & 310MI00-IM rROBILLARD 04-24-18 DOOR ASSEMBLY Sfffi YaAut REV SCHROEDER 04-24-19 B T1015 C SCHROEDER 04-24-18 NONE SHEEP.2 OF 2