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Home My WebLink AboutProduct Approval•f t � � I ' •�. L tY I 1 • � ' ' ' `M� } `��J.tL. �. tr-'�i{I b '� 80SHome lag In UserAeglrmtbn NotToplO Submit Su"aMe SraLSa Fads NbUcavons CantedUs 505 see Map Unk, Sea¢b ]d Y Product Approval I Ir� USER: pobecusrr pmlld aomovsl Men n> PWVd MAlMnalbn SLappi IANFKAtion Ln,>appI/Pilon prtall FL 3 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 Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Data Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL27402-RI Revision 2017 Validated Carports Anywhere 10858 S.E. County Road 221 Starke, FL (352)468-1116 bodom@arportsanywhere.com Brandie Odom bodom@arportsanywhere.mm Structural Components Roof Deck tp Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Terrence E. Wolfe PE-44923 PA[ Construction Materials Technologies, LLC. 06/23/2023 Brian iaks, P.E. Validation Checklist - Hardcopy Received FL27402 RI COI Lefternf Certification.odf Standard year ASTM E 1592 2005 FM 4471 1992 Product Approval Method Method I Option D Date Submitted 08/08/2019 Date Validated 08/09/2019 Summary of Products 1 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 FL27402 RI If Hampton Rib Roof Panel aver ooen framina.pdf Impact Resistant: N/A Verified By: Terrence E. Wolfe, P.E. 44923 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. Created by Independent Third Party: Yes Evaluation Reports F1 27402 RI AF Hamnton Rib Roar Panel over open framinoxcl - -- Created by Independent Third Party: Yes C4nnot Us:: 2601 Blair Stone Road rnnanasue K 22799 Fhona 860-407-1824 The State of FlOrka n an AgEED emplarep CRMkht 2aa)4ara State of Radda.:: Privacy statement 9 Acmy0blav Statement n Refnnd Statement under personal address, Pmdua ApWaval AmeVt7: M®99 2E Credit Card Safe amnas a NN have FL# 27402.1 RI Force Engineering & Testing Inc. 19530 Rnmblm d Drive Humblc,TX 77338 Product Evaluation Report CARPORTS ANYWHERE Hampton Rib Roof Panel over open framing Florida Product Approval # 27402.1111 Florida Building Cade 2017 Per Rule 61GZO-3 Method:1—D Category:, Structural Components Subcategory: Roof Deck Compliance Method: 61G20-3.005(1)(d) NON HVHZ Product Manufacturer: Carport Anywhere 1085E S.E. County Road 221 Starke, Florida 32091 Engineer Evaluator: Terrence E. Wolfe, P.E. # "923 Florida Evaluation ANE ID: 1920 Validator. Brian Jaks, P.E. #70159 Contents: Evaluation Report Pages 1-4 '1011llltl�rl U C E. No. 449 A' STATE OP 0RI�A, zm.srw �j F••, eAA i� SS •NI arm i�q;ON ntn it August 8, 2019 Force Engineering & Testing Inc. 19530 Ramble .d Di,. llumble,77t77336 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 m-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 Cade 2017, Section 1507.4.3. Panel Dimension(s): Thickness: 26 Ga.: 0.0185' min. orderthickness 29 Ga.: 0.0142" min. order thickness Width: 36" maximum coverage Rib Height: Y." major rib at 9" O.C. Panel Rollformer: MRS Metal Rollforming Systems Panel Fastener: #12-14 x %" HWH SD03 with 14mm neoprene bonded washing or approved equal. Corrosion Resistance: Per Florida Building Code 2017, Section 1507.4.4. Substrate Description: Minimum 14 Go. (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 +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: 5'-0" O.C. 4'-0" C.C. 4'-0" O.C. Y-0" O.C. 4'-0" O.C. Substrate: Min. 14 Ga. SteelFaming Min. 14 Ga. - Steel Framing Min. 18 Ga. Steel Framing Min. 18 Ga. Steel Framing Min. 18 Ga. Steel Framing -Design Pressure Includes a Safely Factor= 2.0, 1,1p111IrIFrrl�� CEHSF<�. *e �,• STATE OF ,4 0 R I v sx+err.as �i P4; •. 1��s iunr�rs ilk, Xf pkrr Nt'N01�• FL# 27402.1 Rl August 8, 2019 rFoxce Engin.enn®--- .rem Inc. 19530 Remblmood Drive Humblq'iX77338 Table "B' 29 Ga. Hampton Rib Roof Panel Maximum Design Pressure: -57.3 psf -150.9 psf a39.0 psf a143.1 psf Fastener Pattern: 6"•3'-6'-3'3"-3'-6" 6'-3'fi"-3'6'-3'6' 6'3"-6-3'-6'-3'3' 6"-3'•fi"-3"-fi"3"!" Fastener Spacing: 4'-0'O.0 2•-0'O.0 4'-0"O.C. 2'-0"O.0 Substrate: Min. 16 Ga. Steel Framing Mtn. 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 ReportScope: 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 4 TST-5328) Report No. 667-0O60T-18A-E, 667-OO61T-ISA-D -. 2. FM 4471-10, Section 4.4 Foot Traffic Resistance Test Force Engineering & Testing, Inc. (FBC Organization If 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 11 ANE ID: 1920) Test Standard Equivalency: The FM 4471-10, Foot Traffic Resistance teststandard is equivalentto 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 FL#27402.1 Rl sllll/rrrrl \\\\ E� C E• E w0 1,0, CENs*" 0 No. 40 STATE OF ; < 0 4 a,o m 0� 4Y.• IN •V1�� asmo August 8, 2019 1' y Force Engineering & Testing Inc. 19530 Remblrnaod Drlee Humble,1XV338 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 manufacturers recommended details. Insulation: Manufacturers 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 an 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. Supportframing must be In compliance with Florida Building Code 2017 Chapter 22 for steel, and. Chapter 16 for structural loading. `,tptsn lUgrr, �•4t CE NS* n �•►p � �� q �tJo. *� STATE OF ;e ^��m' AZ ORI9 � ••� sm oarw ��Py; G.1?�. /sma rrr Ir ONE lL FL927402.1 RI August 8, 2019 61 OZ `8 isn5ny pp �—T y d031tl1S ,3 7 ound; lvo'o uppamloolmB 93NSJA1. 3N3Bd03N 030N09 Wo-I /Ih ME I0.41 e4/f • 41—Z18 .f .9 .f .9 .f- .9 - .f .9 MEW N3N31SV3 BIB NO—I&MN 'V9 6Z WHSYM 3N38dB3N 030NOB MVI //A f09 0AIM .v/f a I•I—ZIN I-Z-I-Z N9311Vd N3N31SVA 818 NOIINV ''V9 9Z ,3 7 ound; lvo'o uppamloolmB 93NSJA1. 3N3Bd03N 030N09 Wo-I /Ih ME I0.41 e4/f • 41—Z18 .f .9 .f .9 .f- .9 - .f .9 MEW N3N31SV3 BIB NO—I&MN 'V9 6Z WHSYM 3N38dB3N 030NOB MVI //A f09 0AIM .v/f a I•I—ZIN I-Z-I-Z N9311Vd N3N31SVA 818 NOIINV ''V9 9Z 9/20/2018 Florida Building Code Online � e_ _'Via L acts Home lag In User ReglsVatlon HatTopl¢ i Submit Surcharge Statsa Fads publications ContactUs aQs site Map Ilnks seam Fcda (♦i �j .-v! Product Approval USER: vubilc uerU r protium Anpraval Menu > pmAnm ornaollatlon Sear[b a (ppliustinn ❑st> ApPlieatlan aatall : -4=, FL # FL27403 y _. Application Type New 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@carportsanywh ere.com Authorized Signature Brandle Odom bodom@mrportsanywhere.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 Ucensed Florid; Professional Engineer Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed the Terrence E. Wolfe Evaluation Report Florida Lkense PE-44923 Quality Assurance Entity PRI Construction Materials Technologies, LLC Quality Assurance Contract Expiration Date 06/13/2023 Validated By Gary Hartman, P.E. Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL27403 RO COI Letter of Cert(fimtion.odf Standard ASTM E 1592 ASTM E 330 Year 2005 2002 https:l/www.Boridabuilding.org/prlpr_app till.aspx7param=wGEVXQwt0quHOE2Ywe%2bOsAuSaRlO%2fsNjldto6lC%2fn/o2bLVBBRAA3xJ6YAa/o3d%3d 112 9/20/2018 Florida Building Code Online Product Approval Method Method 1 Option D t Date Submitted 06/18/2018 Date Validated 06/19/2018 Date Pending FBC Approval 06/27/2018 Date Approved O6115/2018 Summarv-ofProducts FIL Model, Number or Name Description 27403.1 Hampton Rib Wall Panel Hampton Rib Wall Panel over open Framing Limits of Us Installation Instructions —A6prov9d for use in HVHZ: No FL27403 RO It Hampton Rib Wall Panel Secured.odf Verified By: Terrence E. Wolfe, P.E. 44923 Approved for use outside HVHZ: Yes Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-57.3 psf Evaluation Reports Other: See Evaluation Report for various Design Pressures. FL27403 RO AE Hampton Rib Wall Panel Secured.odf Created by Independent Third, Party: Yes Install per Manufacturer's Details. Nat for use In HVHZ Zones. 27403.2 Resl-Lap Siding Wall Panel Resi-Lap Siding Wall Panel over open Framing Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FL27403 RO II Resi-Lao Wall Panel searred.pdf Verified By: Terrence E. Wolfe, P.E. 44923 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +40.0 psf/-37.0 psf Evaluation Reports Other: +40.0 psf at 4'-0" o.c. -37.0 psf at 4'-0' o.c Install per FL27403 RO AE 0.esi-Lao Wall Panel secured.odf Created by Independent Third Party: Yes Manufacturer's Details. Not for use In HVHZ Zones. EE EE Cancer Lis:: 260t Warr Stone Road. Tallahassee f132399 Phone: 850407-1024 The State or Radda Is an AA/ero employer. Coaht 2007-2013 State of Fladda.:: Pdvaey Statement :: AeeesslblAty, Statement:: Word Statement on or Produet Approval Ateepts: M® 2tM M Credit Card Safe [meat with an all address Ir they have one. The enter I. If you do not wish to supply a personal address, pleas am a Ilcensee under Chapter 455, F.S., please click htr4 https://www.foddabuilding.orgfpripr app_ ti.aspx7param=wGEVXQwtOquHOE2Ywe%2bOsAuSaRl O%2fsNjldlo61C%2foA2bLV96RAA3xJ6YAOA3d%3d 212 1 Force Engincciing & Testing Inc. 19530 Aomblc d Ddve H.hk;IX77333 Product Evaluation Report I` ARPORTSANYWHERE Hampton Rib Wall Panel over open framing Florida Product Approval ## 27403.1 Florida Building Code 2017 Per Rule 61G20.3 Method: 2-0 Category. Structural Components Subcategory: Structural Wall Compliance Method: 61G20-3.005(2)(b) NON HVH2 Product Manufacturer: Carport Anywhere 10958 S.E. County Road 221 Starke, Florida 32091 Eneineer Evaluator: Terrence E. Wolfe, P.E. N 44923 Florida Evaluation ANE ID: 1920 Validator' Gary Hartman, P.E. 673227 Contents' Evaluation Report Pages 1-4 c E, E ``tt�nur1, ,W rr .No. 4-0 STATE OF 'P. 4 D . O R19 O r,, �VOi FU 27403.1 Jv.m18, 2018 Force Engince Ing & Testing Inc. 19530 Ramblawnnd Drive Humblc=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 Go. Steel, ASTM A792 or A5TM A653 G90 Grade 80 Conforming to Florida Building Code 2017 Section 1405.2. Panel Dfinenslon(s): Thickness: 26 Ga.: 0.0185" min. order thickness 29 Ga.: 0.0142" min. order thickness Width: 36" maximum coverage Rib Height: Y.." major rib at 9" D.C. Panel Rollformer: MRS Metal RollformingSystems Panel Fastener: #12-14 x N" HWH SDN3 with 14mm neoprene banded 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. Hamoton Rib Wall Panel Maximum Design Pressure: 1 -57.3 psf -72.9 psf -67.7 psf +46.9 psf +54.7 psf Panel Fastener Pan ern: 2.1-2-1 _ 2.1-2.1 2-1-2-1 2.1-2-1 7-1-2-1 Panel Span: S'-0" O.C. 4'-0" O.C. 4'-0" O.C. S' W O.C. 4'-0" O.C. Substrate: Min. 14 Ga. Steel Framing Min. 14 Ga. Steel Framing Mtn. 14 Ga. I Steel Framing Min. 18 Ga. Steel Framing MID, 18 Ga. Steel Fmming •Design Pressure includes a Safety Factor= 2.0. FL# 27403.1 33ptutlrtprr E. F' k'O e,� CE r4SF li�ii 24'. STATE of ; 0RI9A il. Juv v.18, 2-018 r1'oxc..',g,n..z3n' g8c Testing530 Revablmood Drive Humble,77177339 Table "a" 29 Ga. Hampton Rib Wall Panel Maximum Design Pressure: -57.3 Psi 1 -150.9 psf +39.0 psf +143.1 psf Fastener Pattern: 6'-3"-6'-3'-6'-3'-6' 6--3'-G'A3 V-3'-6• 6•_3'-6"_3'-6"_3'-6• 6•_9'-6'-3"-W-3'-6' Fastener5padng: 4'-0'O.C. 2'-O'O.C. 4'-0"O.C, r-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 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 If TST-5329) Report No. 667-0060T-IRA-E, 667-OOSIT-IBA-D 2. Certificate of independence By Terrence E. Wolfe, P.E. (No. 44923) @ Force Engineering & Testing, Inc. (FBC Organization 0 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 aquality 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. FL# 27403.1 rrlrrrb E E ;YD rrr� CENSF�,r, •'o, STATE OF ;a ra sesuresx ,� P AZ 0 RI 1+ �+�% ass err`rS'• 4ti% rem Ire ip'NA`jj1 atC5� JV4'-4'18' 2018 r.ForceEngincering & Testing Inc 10530 ttamblmvood Drive Humb1e;7X 77338 Shear Diaphragm: Shear diaphragm valuesare outside the scope of this report. Design Procedure: Based an the dimensions of the structure, appropriate wind loads are determined using Chapter 16 of the Florida Building Code 2017 forwali 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. nJ 27403.1 Juvle.18, 2018 26 GA. HAMPTON RIB FASTENER PATTERN 2-1-2-1 `812-14 . 3/4' kYH S03 YI/ IAMM SONOEO NEOPRENE WASHER 29 GA. HAMPTON RIR FASTENER PATTERN 6"-3"-6"-3"-6"-3"-6" #12-14 v 3/4" IWAI S03 W/ 1411M BONOEO NEOPRENC WASHER gW of Flo11d2 C.OA 92mm No. 44923�` sra; e oA -1'..1 � Gyt 1RN1B2018 3/3012018 Florida Building Code Online 71 M BCISHame I Loom I User ReglstraVon I Hat Teplo I Submit Sumharge i SmtsaFaats Pobaotlo. FBCSoff I SCISSIte Map I U.k, Seerrh bolidap I., Product Approval rl USER: Public User mu ymval Menu>PrnduRorAaollmtlan Searth>A1pe11mHan Lilt > Application UCUU 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 Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Documentation from approved Evaluation or Validation Entity FL17996-R1 Affirmation 2017 Approved Elixir Door and Metal Company 1215 Pope Drive Douglas, GA 31533 (912) 493-2215 ryarberry@ellxirdmc.com Randall Yarberry ryarberry@eIIx1rdmc.com PTC Product Design Group PO Box 520775 Longwood, FL 32752 (321) 690-1788 Info@ptc-cerp.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. Yes No N/A RIO re-4 'usu. s -t t: ,9 https:IAwAY.floddabuilding.org/prlpr app dtl.aspx7pamm=wGEVXQwtDquTluhTgK2%2bd3R%2b%2bN%2fegOsgRCIoMU%2bfROUsg3ZdGjXlw%3d%3d 3l30/2018 Florida Building Code Online Product Approval Method Method 1 Option A Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Go to Page Q 01/29/2018 01/29/2018 02/04/2018 O O Pagel/20 FL # Model, Number or Name Description 17996.1 Series 202-20S Steel Door Series 202-20S Steel O,S, Door w/ VerticalSlider Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17996 RI C CAC EXR 202-20S Vertical Slider ASTM E330 IuD sS.pdf Approved for use outside HVHZ: Yes Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +30/-30 12/03/2018 Other. Installation Instructions FL17996 R1 11 EM0034 Rev A Series 202-20S SS.odf 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.pdF Created by Independent Third Party: Yes 17996.2 Series 230 W9 Steel Door Series 230 Wg Steel O.S. Door w/ Cottage Window Limits of Use Certification Agency Certificate Approved for use In HVHZ: No R17996 R1 C CAC EXR 230 W9 Cottage ASTM E330 pi215.odf 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 RS R ELIX0033 Rev A Series 230 W9 SS.odf Verified By: Robert I Amoruso, PE FL PE No. 49752 Created by Independent Third Party: Yes Evaluation Reports FL17996 Rl AE PER 1642 Rev3 415.0705 ss.odf Created by Independent Third Party: Yes 17996.3 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 RI C CAC EXR 402-14 E330 oiu0.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 09/14/2020 Design Pressure: +40/-40 Installation Instructions Other: FL17996 RI II ELIX0050 REV -A OS MODEL 402-14 ss.odf Verified By: Robert J. Amoruso, PE FL PE No. 49752 Created by Independent Third Party: Yes Evaluation Reports FL17996 RI AE PER 1951R vla 415-0705 ss.pdf 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 Rl C CAC EXR 402-20S E330 Rk%&Pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 09/14/2020 Design Pressure: +40/-45 Installation Instructions Other: FL17995 RI II E1.1 0051 REV -A OS MODEL 402-20S ss.odf Verified By: Robert 1. Amoruso, PE FL PE No. 49752 Created by Independent Third Party: Yes Evaluation Reports FL17996 RI 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 RI C CAC EXR 407 E330 glus5.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 09/14/2020 Design Pressure: +40/-45 Installation Instructions Other: - FL17996 R1 11 ELDr0052 REV -A OS MODEL 407 ss.p ff Verified By: Robert 3. Amoruso, PE FL PE No. 49752 Created by Independent Third Party: Yes Evaluation Reports hftps:lAwm.Boddabullding.orglpr/pr app dtl.aspx7param=wGEVXQwtDquTluhTgK2°%2bd3R%2b%2bN%2f8gDs9RCIoMU%2bfRDgsg3ZdGfXlw%3d%3d 3/30/2018 Florida Building Code Online EL17996 RI AE PER 1951 Revla 415-0705 ss.odf Created by Independent Third Party: Yes 17996.6 Series 430 W9 Vinyl Steel Out-minging Regular Door - 9-Lice Window (118" x 3W): Limps of Use Certification Agency Certificate Approved for use In HVHZ: No FL17996 R3 C CAC EXR 430-W9 E330 n n 5 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 RI It ELTX0053 REV -A OS MODEL 430-W9 ss.vd( Verified By: Robert J. Amoruso, PE FL PE No. 49752 Created by Independent Third Party: Yes Evaluation Reports FL17996 RI AE PER 1951 Revla 415-0705 ss.pdf Created by Independent Third Party: Yes 17996.7 Series 6400 W9 Cottage Series 6400-W9 Non -Impact Inswing Painted Steel Door w/Storm Door 'Limits of Use Certification Agency Certificate Approved for use in HVHZ- No FL17996 RI C CAC EXR 6400 E330 oiu"S OF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 09/16/2019 Design Pressure: +66/-56 Installation Instructions Other: EL17996 RI II ELIX0056 Rev -A IS MODEL 6400-W9 WITH STORM POOR ss. Verified By: Robert]. Amoroso, PE FL PE No. 49752 Created by Independent Third Party: Yes Evaluation Reports FL17996 RI AE PER 1954 Rev2 415-0705 ss.pdf Created by Independent Third Party: Yes 17996.8 Series 7590 Oval Series 7500 Non -Impact Inswing Vinyl Laminated Steel Door w/Adjustable Threshold Limits of Use Certification Agency Certificate Approved for use In HVHZ: No Approved for use outside HVHZ: Yes FL17996 RI C CAC EXR 7500 Oval 21 adjustable threshold E330 olusS.odF Impact Resistant: No Design Pressure: +34/-50 Quality Assurance Contract Expiration Date 09/17/2019 Other: Installation Instructions FL17996 RI 11 Er MOO55 Rev -A IS MODEL 7500 OVAL 21 WITHADIUSTABLETHRFESHOLD ss.odf Verified By: Robert J. Amoroso, PE FL PE No. 49752 Created by Independent Third Party: Yes Evaluation Reports FL17996 RI AE PER 1955 Rev2 415.0705 sssdF 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 Jambs Limits of Use Certification Agency Certificate Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FL17996 RI C CAC EXR 7500 Oval 23 E330 oius5•oQf Quality Assurance Contract Expiration Date Impact Resistant: No 09/16/2019 Design Pressure: +50/-50 Installation Instructions Other: FL17996 RI II E: EX0060 Rev -A 15 MODEL STR 7500 23 OVAL WITH STORM DOOR ss.odf Verified By: Robert J. Amoroso, PE FL PE No. 49752 Created by Independent Third Party: Yes Evaluation Reports FL17996 RI AE PER 1955 Rev2 415-0705 ss.od Created by Independent Third Party: Yes 17996.10 Series 8400'W9 Cottage Series 8400-W9 Non -Impact Oval Inming Vinyl Laminated Steel Door w/Storm Door Limits of Use Certification Agency Certificate Approved for use In HVHZ: No Approved for use outside HVHZ: Yes F.17996 Rl C CAC EXR 8400 E330 olus5.ndj Quality Assurance Contract Expiration Date Impact Resistant: No 09/16/2019 Design Pressure: +50/-50 Installation Instructions Other: F1,17996 Rt It EUX0057 Rev -A 15 MODEL 8400-W9 OVAL WITH STORM DOOR ss.Rdf Verified By: Robert J. Amoroso, PE FL PE No. 49752 Created by Independent Third Party: Yes Evaluation Reports FL17996 RI AE PER 1954 Rev2 415-0705 ss odf Created by Independent Third Party: Yes https:/Avww.floddabuilding.org/pr/pr_app_fltl.aspx?param= GEVXQWtDquTtuhTgK2%2bd3R%2b"/"2bN/2fBfOsSRCIoMU°/"2bfROgsg3ZdG]Xlw%"3d°/"3d 3/30/2018 Florida Building Code Online 17996.11 Series 9000 Series 9000 Non -Impact Inswing Vinyl Laminated Steel Door w/Storm Door Limps of Use Certification Agency Certificate Approved for use in HVHZ: No FL17996 RI C CAC EXR 9000 50 E330 PIUs5.ndf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant No 09/1612019 Design Pressure: +50/-50 Installation Instructions Other: FL17996 R1 R ELDt0058 Rev -A IS BLANK 9000 DOOR W. STORM DOOR ss.odf Verified By: Robert J. Amoroso, PE FL PE No. 49752 Created by Independent Third Party: Yes Evaluation Reports R17996 R1 AE PER 1954 Rev2 415.0705 ss.odf Created by Independent Third Party: Yes 17996.12 Series 9400 Cottage Series 9400-W9 Non -Impact Inswing Vinyl laminated Steel Door w/Storm Door Limps of Use Certification Agency Certificate Approved for use in HVHZ: No EL17996 R1 C CAC EX0. 9400 E330 PIusS.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 R3 II EUX0059 Rev -A IS MODEL 9400-W9 COTTAGE W. STORM DOOR ss.odf Verified By: Robert J. Amoroso, PE FL PE No. 49752 Created by Independent Third Party: Yes Evaluation Reports FL17996 RI AE PER 1954 Rev2 415-0705 ss.Pd Created by Independent Third Party: Yes 17996.13 Series AFIF7N Series AFIF7N Non -Impact IS Flberglass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ- No R17996 Ri C CAC EXR AFIF71 E330 PIusS.oQf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 09/14/2019 Design Pressure: +38/-38 Installation Instructions Other: FL17995 R1 R EUX0040 AFiF7N-BFIF7N RevA SS.pdf Verified By: Robert J. Amoroso, PE FL PE No. 49752 Created by Independent Third Party: Yes Evaluation Reports FL17996 RI AE PER 1952 Rev2 415.0705 ss.odf Created by Independent Third Party: Yes 17996.14 Series AFOF7N Series AFOF7N Non -Impact OS Fiberglass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17996 Al C CAC EXR AFOF7N E330 Plus5.Pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 09/14/2019 Design Pressure: +38/-3B Installation Instructions Other: EL17996 R1 ri EUX0042 AFOF7N-RFOF7N RevA ss.P1F Verified By: Robert J. Amoroso, PE FL PE No. 49752 Created by Independent Third Party: Yes Evaluation Reports FL17996 RI AE PER 1952 Rev2 415.0705 ss.cdf 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 6 RI C CACE)(RAYIEZH933QzWaLpdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/09/2020 Design Pressure: +25/-25 Installation Instructions Other: FL17996 RI It ELIX0047AVIF7N-BVIF7N RevA ss.gdf Verified By: Robert 1. Amoroso, PE FL PE No. 49752 Created. by Independent Third Party: Yes Evaluation Reports FL17996 RI AE PER 1993 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 R3 C CAC EXR AVOF7N E330 e1us5.li j Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/05/2020 Design Pressure: +21/-21 Installation Instructions Other: FL17996 RI R ELDi0048 AVOF7N-BVOF7N RevA ss.PdF Verified By: Robert J. Amoroso, PE FL PE No. 49752 Created by Independent Third Party: Yes httpslAvww.fioridabullding.orglpr/pr epp dtl.aspx7pamm-vGEVXQwt0quTluhTgK2%2bd3R%2b%2bN%2f8gDs9RCIoMU%2bfROgsg3ZdGJXiw%3d%3d 3/3012018 Florida Building Cade Online Evaluation Reports FL17996 RI AE PER 1953 Rev2 415.0705 ss.udf Created by Independent Third Party: Yes 17996.17 Serlls BFIF7N Series BFIM Non -Impact IS Fiberglass Door Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FL17996 R3 C CAC EXR BFIF7N E330 D u 5 df Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant.- No 09/15/2019 Design Pressure: +30/-38 Installation Instructions Other: FL17995 RI 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 RI AE PER 195Z Rev2 415-0705 ss.pd Created by Independent Third Party: Yes 17996.18 Series BFIF75 Series BFIF7S Non -Impact IS Fiberglass French Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17996 RI C CAC EXR BF[F75 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 RI It ELIX6046 8FIF7S RevA ss DdF Verified By: Robert J. Amoruso, PE FL PE No. 49752 Created by Independent Third Party: Yes Evaluation Reports FL17996 RI AE PER 1952 Rev2 415-0705 ss.odf Created by Independent Third Party: Yes 17996.19 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 "I S5.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/06/2020 Deslgn Pressure: +30/-30 Installation Instructions Other: R17996 RI H FLIX0042 AFOF7N-BFOF7N RevA ss.odf Verified By: Robert]. Amoruso, PE FL PE No. 49752 Created by Independent Third Party: Yes Evaluation Reports FL17996 RI AE PER 1952 Rev2 415.0705 ss.ndf Created by Independent Third Party: Yes 17996.20 Series BVI63S Series BVI63S Non -Impact Single Inswing Door w/Fixed Ute Insert and Outswing Stonn Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17996 RI C CAC EXR BVI63S E330 o(usS.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/1712021 Design Pressure: +65/-65 Installation Instructions Other: FL17996 Rl 11 ELD(0061 BVI63S RevA ss.pddf, Verified By: Robert J. Amaruso, PE FL PE No. 49752 Created by Independent Third Party: Yes Evaluation Reports FL17996 RI AE PER 2244 Rev2 415-0705 ss.DdF Created by Independent Third Party: Yes Go to Page 0 O wca 0® Page 1/ 2 0 0 Contact Us:: 260161.11 Slone Read. a rahasaee R 32399 phone: 8SO 87.1824 The sum or Florida Is an Aft/EEO employer. Cppyyht 2007.2013 Store or Florida, u P4v2cv Statement :: AccesslbilIV Statement:: Refund statement Under Florida law, email addresses ate public records. If you do not wantyour e•mall address released In response to a pubnc•rewrds 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 wnmct 550.467.1395. -pursuant to Section 455.275(1), Flodda statutes, elfeRlva October 1, 2012, nwnsees licensed under chapter 455, Fs, must prevlde no Department with an email address If May haw one. The email; provided may be used far official communication with the Ilconsee. However email addresses am public retard. If you do not wish to supply a personal address, please provide the Department with an email address which can be made avallable to the public. To determine If you am a licensee under chapter 455, F.S., please dick here . Product Approval Accepts: rm®ate® hops://wwwfladdabuilding.org/prlpr app d0.aspx?pamm-vGEVXQwtDquTluhTgK2eh2bd3Re/a2b%2bN%2f8gOs9RCIoMU%2bfRDgsg3ZdGjXtw%3d%3d 3130/2018 Florida Building Code Online Credit Card Safe Immm https;//www.0oridabullding.org/pt/pr ppp dtl.aspx7pamm=wGEVXQwtDquTluhTgK2%2bd3R%2b°/2bNY2f8rjjOs9RCIaMU%2bfROgsg3ZdGjXlw%3d%3d ELIXIR DOOR & METAL CO. MODEL 407 NON -IMPACT OUTSWING VINYL LAMINATED STEEL DOOR GENERALNOTE$ I.TNE PROOUCTANCHORAGE SHOWN HEREIN IS DESIGNED 51NMEASVMEREVANOBORNEDESRISPROTECTION TO COMPLY YAM THECURRENT EDITION OF THE REOURELIENTS EXIST, USE OFAN IMPACTPROTECTIVE FLORIDABUXDING WOE(FSC) EXCLUDING HIGH SYSTEMCOMPLYWGWRHTHEFECREQIGREMENTS FOR VEL(N:RYHURITICANE20NE NDTMEOESIGN WINOSORNEDEBRIS REGIONS ISMANWTORYFORTHE PRESSURE(S)STATEDHERON. PRODUCTNEREIN. ta.THEPRMUCTOETAIISCDWNNEOMMEINARESA$EO 6. FRAkE MATERIAL•KUMINVMAllOYfiOfi]-Tfi UPON SIGNED AND SEALED TEST REPORT OALI4S DOOR PANEL MATERIAL 49 MIL VINYL LAMINATED LABORATORIES, INC. M4270 AND ASSOCIATED GA10VANIMSTEEL-01Y SHIN WI URETHANE FOMA CORE. LABORATORY STAMPED DRAWINGS. T. DESIGNATIONS'%' STAND FOR THE FOLLOWING 2.AOEQUACY OF THE EXISRNG STRUCTURAL 2X FRAMING X:OPERASLEPMEL OR STEEL FRAAWG ASA MAN WINO FORCE RESISTING O:FIXEDPANEI SYSTEM CAPAOLE OF W'ffH5TM01NG ND P BITO S. HARDWARE: F THE ENGINEER FOUNDATION 15 THE RESPONSIBILITY OF THE ENGWEEfl A NKFHINGES: EXTRUOEDALUMINUnI ORMCNRECTOF REGARD. ORMCTIECT FMCOR S. LOM-(4)EOfi}T6 CX KEYED DEAn EO C. DFAO 00LT:SINGLE CYLINDER TIXNDXBUCXSWHENUSED) SMALLBEANO EOTOPRERLYTRANSFERKLLOADSTOTHE G. SEESHEEft FOR DESIGN PNESSURECNT. STRUCTURE BUCK NANDINSTALLATION IS THE RENSIBUttOFTHEENGINEERORAIRCHITECTOF RECORD. 4.THE INSTALLATION DETAIL$ DESMMED HEREIN ME GENERIC ANO TMY NOT REFLECT ACT 11ALCONDITI ON S FORASPECIFICSITIL IFSOECONOITIONSCAUSE WSTALLATION TO DEVIATEFRCM THE REQUIREMENTS DETMLEONEREW.AUCENSEDENGNEMORMCHRECT SNALLPREPARESRE SPECIFICCOCUMENTS FOR USE WITHTHISDOCUMENT. DESIGN PRESSURE RATING(PSF) IMPACONE WHEREWATERINF[I.MTION REQUIREMENTISNEEOW %HEREWATERINFILTRATION MQUIREMENTISNOTNEEOED N •• NO.D/-0i0 ^UNR MUSTSEINSTALLED BENEATH M APPROVED OVERHMG TABLE OF CONTENT SHEET DESCRIPTION I GENERAL AND INSTALLATION NOTES 2 ELEVATION, ANCHORING LAYOUT 3 VERTICAL CROSS SECTIONS 4 HORIZONTAL CROSS SECTIONS WSTA"TION NOTES: 1.WE(t)WSTALLATIONMCHOR IS REQUIRED ATEACH S. MINIMUM EMBEOMENTAND EDGE DISTANCE EXCLUOE ANCHORLOCATION. WALL FINISHES, INCLUDING BUT NOTUMITED TO STUCCO, FOAM, BRICK VENEER AND SIDING. 1. THE INSTALLATION ANCHORS ATTHE SPACINGS SHOWN ME THE MINIMUM NUMBER OF MCHORS AND MAXIMUM M1 INSTALLATION ANCHORS SHALL BE INSTALLED IN SPACING$ TO BE USED FOR PRODUCT INSTALLATION. ACCORDANCE WITH ANCHOR MANUFACTURERS INSTKLATION INSTRUCTIONS AND ANCHORS SHALL ), SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR NOT BE USED IN SUBSTRATES WITH STRENGTIIS LESS WITH LOAD BEARING SHIM(SF MAXIMUM ALLOWABLE THAN THE MINIMUM STRENGTH SPECIFIED W THE SHIM SIM OF 114 INCH SHIM WHERE SPACE OF III G INCH ANCHOR SCHEDULE' THIS SHEET. Oft GREATEROMURS MU(S) SHALL RECONSTRUCTED OFHIGHDENSIIYPIASTICORBETTER. T. WSTAUATIONANCHORSMOASSOCIATEOeWiDWNE MUST BE MADE OF CORROSION RESISTANTAIATEAULL 4, ANCHORS FOR INSTALLATION INTOWOOD FRAMING OR ORHAMEACORROSIONRESISTANTCOATING. 146A MINIMUM STEEL FRAMING SHALL BE AS SHO WN IN 'ANCHOR SCHEDULE• THIS SHEET. ANCHORSCHEDULE SIRSTIUI7E DOORFRAME TYPE SIZE MANUFACTURER ANDIOR E(BED&I ENT EDGE DISTANCE ANCHORCAPACTTIES TYPE SPECIFICATION (w)I11 (IRA 1111a1 BASED ON SHEET MN.3 METTUBING NA£8106,4 MN. 33 KSI YIELD 4EEL GA FIN(Z-BAR) PANHEAD NQB (TAPPWGSCREVQ PASTENSDE 318' STRNEGTH AN. SURFACECF THICKNESS SUBSTRATE ANSI B1B.B.1 (WOOD SCREW) WOOD VMTH AMNIMIM 2XVLOOD FIN(Z-BAR) PAN HEAD NO.e OR 1' 1R' SPECIFIC GRAVTTYOF FRAMING ASN£B10.GA 0.42. (TAPPWGSCREWI NOTES: H PoRYlOODORTAFW.IG SIARVSIFSRJRNG BA CONCERN. ORLI OAST FLCT HOLE(DR1L SIM45), 2)® EMTAN tE SUPID .tB MSDEOFANQiORTOEDGEOFSGES M olBl RAEoA J.Mmso, P.E. FL P.E. No. 49752 O�aV T L OgltallYsigned Ey Robert 1. Amarua0 DN:en=Pcxf. D.I,n Gru au.PTC PraduG Design Group, email=aabeM1dPlc<Prp.eom,c=US Date:201 SABOS OR493fi 4N'D D ELEVATION EXTERIOR VIEW #8x2U2'WCOD Y SCREW CREW I SCREWS n ENTRYDOOR STRIKEDLTAIL uw.FR.utcm;ls lu 3- MAX 4• MAX (TYP.)]— BOTTOM OF DOOR LEAF AND THE DEAD BOLT ASSEMBLY APPROX 42ABOVE BOTTOM OF DOOR LEAF. SEE STRIKE DETAILS THIS SHEET HALF HINGES WI aB X 3t4' SCREWS (TYP.) OSTAPPINGSCREW. SCREWMUSTSEOF SUFFICIENT LENGTH TO I PENETRATE(3) THREADS MINIMUM BEYOND STEEL I TUBE ENTRY DOLOR STTUKE DETAIL Ml..L.1161V 0TW0: 4- 10' MAX _, SAME AS HEAD SPACING ANCHOR LAYOUT EXTERIOR VIEW ANCHORING NOTES: 1. MINIMUM NUMBER OFANCHORS IN JAMBS IS 13. ANCHOR SPACING VARIES, BUTNOTTO EXCEED 10• MAXIMUM O.C. 2. MINIMUM NUMBER OF ANCHORS IN HEAD AND SILL IS 1. ANCHOR SPACING VARIES, BUT NOTTO EXCEED 10• MAXIMUM O.C. FL D191tylysigneE by Robertl. DMMAmoroso Am orusRobertl Amoruso,o, I - MIN. zX We EXTERIOR EXTERIOR 1GEIT DIS EDGE GIST. THREE(3)THREAD MIN.PENETRATION� p8 TAPPING SCREW c 1 0 INSTALLATION ANCHOR y^ �p a SEALANT TAPE TO BACK 318' MIN. E — SIDE OF MOUNTING RN EDGE DIST. 1I4'MAXSHIM GM S ff ` B INTERIOR 14 GA MIN. SQUARE STEELTUBING(BY n ar < OTHERS) U a a r9y4x 4 n EXTERIOR INTERIOR [--I m GO 'soH E VERTICALSECTION "COD FRAME SUBSTRATE INTERIOR r1/4' MAX SHIM SEALANTTAPE TO BACK SIDE OF MOUNTING FIN 12' MIN. EDGE DIRT. 2X WOOD FRAME (BY OTHERS) 1'MIN. EMBEDMENT--MWOODSCREWI INSTALLATION ANCHOR VERTICAL SECTION A 1VOOD FRAh1E SUBSTRATE EF A %1 VERTICAL SECTION °� w l ✓ ST'EELTUUING SUBSTRATE _, o EXTERIOR tiffEm u' INTERIOR 14 GA MIN. SQUARE STEELTUSING (SY OTHERS) Robed J.Amm. , P.E. FL P.E, No, 497M 318'MIN. 01911allysigned SEALANT TAPETO BACK EDGEDIST. by84bcdL SIDE OF MOUNTING FIN 98 TAPPING SCREW ..,,you Amowo DN: cn=Robed J. ' Ameruso. TH0.EE (3)THREAD INSTALLATION ANCHOR ( ou=PTCPm4un MIN. PENETRATION w Deds. Group. ' emJllerobenopt VERTICAL SECTION Corp muus 0ate30150fl05 STEEL TUBING SUBSTRATE 033QI9A4'w' 1/4' MAX SHIM 12' MIN. EDGE DIST. 2X WCOD FRAME (BY OTHERS) 0 WOOD SCREW INSTALLATIONANCHOR A INTERIOR INTERIOR HORIZONTAL SECTION WOOL, HXAAIE SUHSTHA'I'E 318' MIN. EOGF p8 TAPPING SCREW INSTALLATION ANCHOR THREE (3) THREAD J MIN. PENETRATION SEALANT TAPE TO BACK SIDE CF MOUNTING FIN- k8 MAXSHIM o —12' MIN. EDGE GIST. N a OD FRAME HERS) j 0$DREW LINSTILLATIONANCHOR U 1 t01 L roI ^ 17I9r ti 1 11�IIIt tF111 EXTERIOR EXTERIOR SEALANTTAPETOBACK �W�ii p1 SIDE OF MOUNTING FIN F L 14 GA MIN. SQUARE STEEL TUBING (BY OTHERS) n HORIZONTAL SECTION STEELTUBINGSUBBTRATE %TZHORIZONTAL SECTION \V000 FNAMC•SUBSTRATG 14 GA. MIN. SQUARE STEELTUBING (By INTERIOR INTERIOR OTHERS) 08 X314'SMS� EXTERIOR EXTERIOR -318' MIN. EDGE GIST. /'R8 TAPPING SCREW / INSTALLATION ANCHOR THREE (3) THREAD J MIN. PENETRATION -SEALANTTAPE TO BACK S10E OF MOUNTING FIN HORIZONTAL SECTION 1 •' / SfEELTUBING SU BS TATE N FL DI gltally slgne4 Ln floberc 1. Amorvm ON:PTC PmduaDc enl.Amarvsa, 0. omit. beep "., n Group, esnaileroben@plt-cosPcom, mUS Oa1r.3p13A603 WSP29 -0/'p0' [A-11 E ;Il ,_ - KIS Home we In User Reaistralon Hot Tppte, Submit SurNaye Slats a rum Publications CmU IUs SCiS Site Map Links SearO t;i'(;c `�!p Y b b I O Product Approval 4'�, "'�USFR: Public User PIDGVR Aenmval Hnnu> PmOVR m AnoliOicn Sna¢M1> AnDLcalion List> ApplloDon Detail FL : FLIZ765-RS Application Type Affirmation Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Janus International Group, LU . Address/Phone/Email 135 Janus International Blvd. Temple, GA 30179 (770) 562-6135 Ext 360 curls@janusintl.com Authorized Signature Curtis Schroeder curts@janusinti.com Technical Representative Curtis L. Schroeder Address/Phone/Email 134 Janus International Blvd. Temple, GA 30179 (770) 562-2850 Ext 360 curls@janusinti.com Quality Assurance Representative lake Lyons Address/Phone/Email 134 Janus. International Blvd. Temple, GA 30179 (770)562-2850 Ext 304 jakel@janusintl.com Category Exterior Doors 'Subcategory Roll -Up Exterior Door Assembl es Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of independence aGC G� •`00 Evaluation Report from a Florl a Registered Architect or a Licensed Florida Professional E igineer Evaluation Report - Hardu ly Received Joseph H. Dixon, Jr PE-7768 National Accreditation and Mal sgement Institute 12/31/2020 Gordon Thomas, P.E. Validation Checklist - Hard opy Received IiR'SIti.Y3irtQiSL7!>iFJ1ii11�BT•[TJfTtI Referenced Standard and Year (of Standard) Standard ANSI/DASMA 108 ASTM E330 TAS 201 TAS 202 TAS 203 Equivalence of Product Standards Certified By Year 2005 2002 1994 1994 1994 Sections from the Code 1 affirm that there are no c anges in the new Florida Building Code which affect my product s) and my product(s) are in compliance with the new Flori a Building Code. Documentation from approved Evaluation or Validation Entity Yes No N/A FLI2765 RS CDC FLIZ765 A oirm for FBC 6th 2017_ndf Product Approval Method Method 1 Option D Date Submitted 10/04/2017 Date Validated 10/04/2017 Date Pending FBC Approval. Date Approved 10107/20L7 Summary of Products FLU Model, Number or Name Description 12765.1 Series 1100 Series 1100 - 26 Gauge Do r Assembly Max Size: 8'-8' x 14'-0" Limits of Use Installation Instructions Approved for use in HVHZ: No FL12765 R5 11 29018 Dw - T1012 Rev A.adf Approved for use outside HVHZ: Yes FI12765 RS II 29018 in ill 750 1100.cdf Impact Resistant: No Verified By: Joseph H. Dix( t, Jr. 7768 Design Pressure: +24.41-27 Created by Independent TI rd Party: No Other. Not for use in High Velocity Hurricane Zones Evaluation Reports FL12765 R5 AE ER-09.0(I8R.odf Created by Independent Ti ird Parry: Yes 12765.2 Series 1100 Series 1100 - 26 Gauge Do r Assembly Max Size: 10'-0" x 14'-0" Limits of Use Installation Instructions Approved for use in HVHZ: No FL12765 R5 11 79018 Dw I T1013 Rev A.adf Approved for use outside HVHZ: Yes Fl t 76S R5 ❑ 290IR in ill 75n I100.ndf Impact Resistant: No Verlfied By: Joseph H. Dix, i, Jr. 7768 Design Pressure: +19.4/-22.7 Created by Independent T Ird Party: No Other: Not for use in High Velocity Hurricane Zones Evaluation Reports ' FL12765 RS AE ER-09-0I IR R.ndf Created by Independent T Ird Party: Yes 12765.3 Series 3L00 Series 3100 - 26 Gauge Dc r Assembly Max Size: 16'-0' x 20'-0" Limits of Use Installation Instructions Approved for use in HVHZ: No FL12765 R5 11 34012 Dr i T1004 E.odf Approved for use outside HVHZ: Yes FL12765 R5 If 34022 Mc i 3100 inst instrodf Impact Resistant: No Verified By: Joseph H. Dix, n, Jr. 7768 Design Pressure: +36/-41 Created by Independent T ird Party: No Other: +36/-41 psf at 12'-0" wide. Varying loads are shown Evaluation Reports For widths 8'-0" to I6'-0'. Not for use In High Velocity FL12765 R5 AE M3100 J2765 T1005G P2.0d1 Created by Independent T Ird Party: Yes Hurricane Zones 12765.4 Series 3100 Series 3100 - 26 Gauge Dc or Assembly Max Size: 20'-0" x 20'-0" Limits of Use Installation Instruction; Approved for use in HVHZ: No FLI2765 R5 If 32041 FL-1005-F 0002.adF Approved for use outside HVHZ: Yes FL12765 R5 If 34022 Mc 1 3100 inst lnstcbdF Impact Resistant: No Verified By: Joseph H. Dix n, Jr. 7768 Design Pressure: +35/-38 Created by Independent T Ird Party: No Other: +35/-38 psf at 16'-0' wide. Varying loads are shown Evaluation Reports For widths 15'-0' to 20'-0". Not for use In High Velocity F 1 765 R5 AF 32041-09-nn07-R7 17n117 0005.ndf Created by Independent T Ird Party: Yes Hurricane Zones 12765.5 Series 750 Series 750 - 26 Gauge Doc Assembly Max Size: T-0" x 12'-0" Limits of Use Installation Instructiom Approved for use in HVHZ: No FL12765 RS If 29018 Dv 1 T1000 Rev B.odF Approved for use outside HVHZ; Yes FL12765 RS H 29018 In all 750 I IOB.odf Impact Resistant: No Verified By: Joseph H. Dix n, Jr. 7768 Design Pressure: +35/-45 Cheated by Independent Th •d Party: No Other: Not for use In High Velocity Hurricane Zones Evaluation Reports FL12765 AS AF. ER-09-001 7-R.ndf Created by Independent Th 'd Party: Yes 12765.6 Series 750 Series 750 - 26 Gauge Door llssembly Max Size: 6'-0" z12'-0" Limits of Use Installation Instructions Approved for use in HVHZ: No FL12765 R5 II 29018 Dw< T1001 Rev B.Ddf Approved for use outside HVHZ: Yes FLIZ765 R5 II 29018 inst It 750 1100.odf Impact Resistant: No Verified By: Joseph H. Dixo , Jr. 7766 Design Pressure: +19.91-24.4 Created by Independent Th A Party: No Other: Design pressures listed Is at width of 6'-0". For Evaluation Reports pressuresversus widths, see Table 1, Page 4 of evaluation FL12765 R5 AE ER-09-001 7-R.ndf report. Not for use in High Velocity Hurricane Zones. Created by Independent Th A Party: Yes 12765.7 Series 750 Series 750 - 26 Gauge Door tssembly Max Size:8'-8" x 12'-0" Limits of Use Installation Instructions Approved for use in HVHZ: No FL12765 R5 rl. 29018 Dwr T1002 Rev B.ndf Approved for use outside HVHZ: Yes FL12765 R5 11 29018 insl If 750 I100.0f Impact Resistant: No Verified By: Joseph H. Ciao, , Jr. 7768 Design Pressure: +24.4/-27.0 Created by Independent Th d Party: No Other: Not for use in High Velocity Hurricane Zones Evaluation Reports FL12765 R5 AF ER-09-001 7-R.nd/ Created by Independent Th d Party: Yes 12765.8 Series 750 Series 750 - 26 Gauge Door lssembly Max Size: 10'-0" x 12'-0" Limits of Use Installation Instructions Approved for use in HVHZ: No FL12765 R5 1 290181). T1003 Rev 8.Odf Approved for use outside HVHZ: Yes FL12765 R5 If -29018 ins t 1750 1100.Odf Impact Resistant: No Verified By: Joseph H. Cities . Jr. 7768 Design Pressure: +19.4/-22.7 Created by Independent Th d Party: No Other: Not for use in High Velocity Hurricane Zones Evaluation Reports F1.12765 R5 AE ER-09-DOr 7-R.nd/ Created by Independent Th d Party: Yes 12765.9 Series.850-S Series 850.5, 26 Gauge Doc Assembly Max Size: 8'-8" x 12'-0" Limits of Use Installation Instructions Approved for use in HVHZ: No FL12765 AS 11 290IS DwC I1006-5 Rev B.ndf Approved for use outside HVHZ: Yes FLIZ765 IsS 11 29018lnst. I 850.Odf Impact Resistant: Yes Verified By: Joseph H. Dixol . Jr. 7768 Design Pressure: +46/-54 Created by Independent Th d Party: No Other: Not for use in High Velocity Hurricane Zones Evaluation Reports FLIZ765 AS AE ER-09-00( r-R I Created by Independent Th 0 Party: Yes contact US ::2601 Blair stone Road. Tallahassee FL 22399 Phone: 850,487.16 1 The State of Florida is an MIEE0 employee Conwiaht 2007-2013 Slate or Fledds.:: Privaw Statement a Ac assl Illy Statement :: Refund Statement Under Florida he, email addresses are public reopres. 11 Wu do not want your o-mall address released In response to a is alit-mmNs request, do not Send elMmnic mall to this entity. Instead, contact the oW,. by phone or by traditional mall. if you have any questions, please mnl. 3 850A87.1395. *Pursuant to Section 455.275(1), Florida Stalutes,effedive October I,Z012, Ilcenseas licensed under Chapter 455, F.S. must provide the Del rtmenl with an email address if they have one. The snails provided may be used for oRdal can munloUon with the Ikensee. However email addresses are pub : mand. If Von do not wish W supply a pegondl add,.., please movida lee Depal.1.1 whit an email addmv wphh an be made avallable to the public To de !mine If you are a Ileens a under Chapter 455. F.5- please Wcx hem. ProduR Approval Accepts: o=nom Credit Card Safe ue in.m iY r i rti _ wI m i --I SttMY f. I.T�" niaf' � I SEE SHEET FOR NOTES `�d'`QN H. D40, �••i M 1 STATE OF 10r _ ➢tom iuwnwm .. "�" r ..... _LL trnrt J _� � � �u➢tlLLB9PJ®IIM TI I mae�+eo wo.• i t do MIS ,,I jj....... .q// NO % ?A. fto, 0e, ti � 'OF i w IORID 004 anus International Group 135 Janus International Blvd. Temple, GA 30179 770-562-2850 www.janusintl.com JANUS INTERNATIONAL P AODEL 3100 1-866-562-2580 www.janusintl.com INSTALLATION INSTRUCT10uS �t11111111// ,, • //// - -- - JANUS INTERNATIONAL DOORS MUST BE INSTALLED BY TRAINED ROLLING [ OOR TECHNICIANS QUALIFIED TO INSTALL PRODUCT SAFELY WITH PROPER KNO VLEDGE, TOOLS, SAFETY AND INSTALLATION EQUIPMENT: CAREFULLY READ INSTALLATION II ISTRUCTIONS. FAMILIARIZE YOURSELF WITH ALL INSTALLATION PROCEDURES, WARNINGS CAUTIONS, AND;, NOTES BEFORE ATTEMPTING TO INSTALL DOOR. JANUS INTERNATIONAL CC RPORATION WILL NOT WARRANTY OR ACCEPT RESPONSIBILITY FOR DOORS NOT INSTALLED PER THESE INSTALLATION INSTRUCTIONS. A IMPORTANT INFORMATION A CARETIILLYREADIMSTAWl1ON INBTRUCTIOHS. FAA1RJAgQE YOURgelFM1MALLWSfAIIATONPROCEDURES,WUINWOR CAIRIpNg, JIONDTeB afro ATIEYfgiMO TO NBfALL0000. INSPECFREC6V®DOOR ASSEMBLY iOq VISpiLEOANA0E N10N)R EONPONFNf BNOATAGEI • SXNPWO DAMACE!FlIEDAIUGECWN WNEOIATELYWRB iPEIOM CARIDERBUPFLY 0000.3UPPTEIi VIRN PHOTODOCUNEN 111aN TO RECFMEREPLACENEM COMPONENTS. N PART SMORIAOEILO1E04TELYCONTACi000R SUPPMRWTIN PARTS BNORTAGECLSDR. ORDER NUMBER.DOOR NOOEL. PHOTDOCUMExTAT(ONAREENCOURAGED TOWEVUEPROCESL • INCORRECfFAgTS:W gECEIVE0 p0ORCOYPONFMSAND PARTS 00 NOTWttNTNOSER6FAENEFDWMFSEINBTALLATONI STRUCIIONS,pWE0U1ELY CONTACT DOORSYPPYER. 41 WATANYMWWORE OROURWOWSrAWVlT0N YOU AREUNFAM Jen UNWWOWMLLCR CONFUSEUSYINnft4130N PROCEDU1 WOUMIm WTNESEWSTALLATION INgfiO1CINNSOONOT ATTITJRTO JNBrALl OOORASBENBLY.IXMEDWIeLYCONTACf 000RSUPPlQl1YAFNpUEBT1ONgILONCERIA4 A READ ALL WARNINGS BELOW A ® IMEAPPROPIWtt 9AFETTEOUIPNflTTO AVOpI SEJUOIIB IMJItgY. ACLEAi1FLO0AATOPENN00P ALLpE0gE3 BEPoREINSTAlUNO MOOUCT. A YSEAPPmrRWTELWTWOEOWPNExf AND LORRECTUMO PROCEDURES TOAVOIO DAMAGESEJDBBS W AYOR UFAM A MONMDDWRCOULpRESUL1INafV1MOR9EPo0USVLJITRY.DONDfCLOSE00D0.UNM000RWAYREIFAR ,� ��Q ....... 0+ 0w A COxR10LMESPEE00FME000RWRINOMAxUALOFFlUlION. A DD NOT STNIDORWAIIIYNDERA MONNO DOOR pQS�F'.: r BAH. 77W � * • y� A IIeEPooWLWAr cteARAxolx cuu WEW wxnE oieRAnrle DOOR � � 't STATE OF A a ADO YOTPEpIpICNROpBNTONAYON,NEW,OgYlRN0000.OgOPEMTCO00RWN1qOlA ��n ti ORIO'G`12Vi;� A UNLOCNODOR BEFORE OPIDJIN00000. J 1 ofi\ 4/zr/i¢ A BENgwD OEYIEPs oxMoroR DFTnATN0000gg XNauTn aeT¢srEo ela:aueNTLr. AVBVALLYIMSPELTD00RAN0 MAROWARE NONMLY iOq YIORN ANOA)RBRDNEM FAATB AND CMECNW OOOq OFEMTEBFPEELY.WNOI OPERAMADODRNITHABROIOEN SPAD A ACOMPOWNISARE UNDER EXTREME SPRWGTENSUIN.000M RESULTW CUM ONSEMOUS INJURY. AODOR MUST BE FITLY OPENED WHEN YAAINO ADJUSTMENTS. A VERIFY OPENIMWAIN ANDMEMIT BEFORE INSTALLING A MES. AGOORCGNFAMWBOMBRAGBETSIINENOTBECURLLTFADTENEO MMEJAMMS FASTBUATAWT NBNRACNETSTOJMWN STFUSECURELYDITOA STNUCTUML MEMBER OR SURFAC66 DOOR FALLS, SUNDUS INJURY OR BEAM ANOIOq DJWATJ: TO DOOR CAN RESULT. ABFFORELP1CJp OODRiXTO PoSTWRASBUEISTWTAlL 9ETYRElY311T@TURTFNEOTO ApEOWTFLYSECUBE WLB 9UPPoRF9 AJ0T QEOKMFN MTOSECUREWILL RESULTNFAWMOPAFRB,WNI "N LEAUTOSENOUSINAi MOMM AUSEAPPROPRTATELUTNOEOWPYENTANDCMRECTLIFTINOPROCFJWMMAVOIOD.LMAT{pFR10USOMURYORDPAM. A OONOT REMOYE WJRAPPWO FROMpWRUNTL INSfRYCTPD T00090. AFNLUgETO ADXENE UN EQL US NERNATNNALMOWtt WNNAMY. ALWAnS DMPRE000TMMCAREMDREMEWALLINSTRUCi 3,WAU@nANDNOTESBEFOREWBMLLINDPRM CT. AREY MOWRA MBLYAMOE4EMLP4TSDESCNPTNINSWLLOFMAMMLFROM PAGERUG11RBITOFAYRIAROEYOURSELFMSI ICOYMON PARTSGFROWNO SHEET DOORASSEMBLY. AOOORASSEYBUES M6YANUFACNRED PEROPENNOVADTNegT10 NEIONJp9PECWIEO ATTNEOPOPDER.JANU8IJITFANATIDNLL W1t, IMGENFJDRESPOHMBLEFOR DPENWO WmMSORNEIOM9 THATDO NOTILATCNTNOSESPEgTFDATTLYE OFORDEii FIGURE 1: DOOR ASSEMBLY & GENERAL PART DESCRIPTIONS 14 i i 9 1 Y 6 •5 10. 4 , 2 ��rf �� N Vs. OXJ P. ,r��GENs�•_• v� t NO.7T88 T. STATE OR f W t'I ' 4 7, 0. �5G � 0Y•• '�' 1s 16 + b¢Wctlars Instauazion YMea 2 ;.: i GENp�-.�1Lr1r,QFi.1�TER1%iL � .,.... [? t1E�CRiRi10NIPdR;NUMQER',,,. i p ... ,PT1bt4f4AR7 NUMBEit : ;M Ik 9CiIt�S10N713AfiTNUM�ER, 1:=. 12 Sp(ral Barrel _ LH- Roll Formed Gulde with windbar � `�a RH • Comm. Bracket 2 26 On. Cudein i?H; RH -Roll Formed Guide wiN wi�ldbar : _ 14,�- Star. pod Arde Support 7 ,;? Wmdlocks : •9'.: Headsfop :.fL Con n.Slide Lock i Y fi O.D. Axle ,1Q ` Tensioner '.1V, Con n. Step Plate 12-Drum 7TY Mounting Plate 917 i' Both m BarAssembl '6: Spdng/Counterbalance Assembly .. 12." LH-Comm. Bracket a8 Slid# Lock Assembly FIGURE M SIDEROOM CLEARANCE REQUIRMENT CHART q '� OPERAT(gN' .: Ilt a �T+. f :.QF GLADE-E�Bt101.,1 ..>eY •l4raWn0�L "' FFtNi s n. 1'I W18;cKer BRACI�T 1!ttlN;713�9�RQU'. .ObT90EOF ',HlWD1�W�. ENO FAXLE '..,. PUSH-UP 5.5 5w . j^ CHAIN HOIST 4y' 5W 6W T-• �• UCKSHAFTMOTOR 4r 5w 7W �• PANTHEON 4);' 53F ij5• 1 �' `. �'�ml}IKFR YCI,e�PS•Q5S'SL�T4i .edp•01p FPtt1CF. (CAhF7�3DUE'.(QREbUj�.lIV Of�p15D1ER00�.}C[FARAN�9 CEN5UL7 ACTCW END OF AXLE CLEARANCE END OF AXLE CLEARANCE OUTSI0E0FC14AINORIVEOUTSIDE TENSTONFR -� BRACKET OFCLEARANCEOUTSIDE OF DRIVE BRACKETCLEARANCE Ili 1 iENS10NER u C • DRIVE END SHOWN END SHOWN I a (NON-TENSIONER) a —•- EDGE OF OPENING � EDGE OF OPENING -- e • BACK OF GUIDE CLEARANCE BACK OF GUIDE CLEARANCE FIGURE 3: HORIZONTAL / VERTICAL HEADROOM REQUIREMENT CH AT _ HORIZONTAL HEADROOM -oaEFapo: ':dEpne')u:_' .�oiuYaKKTii% :iHElCyii: �HEADRODAI NEdul(Cp1ts . 20... Z0' 21)V 21' OV • `.t �� VrMRvL�„ 22" 21' , d a 9 i O O ' E VERTICAL HEADROOM p 4a I �ii y^+ j• ^S V •) OPENING • 7 .�Q S HEIGHT r ' IIW * =*C i S ATE OF i STEP 1: VERIFY OPENING ONofe: DOORASSEMBLIES AREMANUFACTURED PER OPENING WIDTHS AND HEIGHTS SPECIFIED AT TIME OF IOER. JANUS INTERNATIONAL WILL NOTASSUMERESPONSIBILNYFOR OPENING WIDTHS OR HEIGHTS TMATDO NOTMATCN THOSE: PECIFIEDAT71MEOF ORDER. o VBdfV owing w:dlh and height and confem measummenlsmatd: width and height detailed on door padratiirm la at. O VedfV that lambs are plumb. O Vedly Moor and header fm level. o VeMv adecume side deamnw at iambs and deamnm above and at sides of header. See Side Room and He2da xn clearance Regulmment Cheri (patio 3. FWums 2 S 3) VeMv that the guide mounting surface on the Iamb Is Musk Vedfy Net all parts regulmd for Installation am with Ned kx See page 2 Flare 1 far General Bill of Material STEP 2: MOUNTING PLATES ONore: Mounting Pietas am optional components forins1a11allon to steellambs. Mounting Plates are to be Installed with fasteners supplied or welded dheeOy to sleel/nmb, ifmounting plates were not ordered, orlamb type Is other than steel, Proceed I r slap 3. v Position MounMg Plaleswhwe bottom edge is gob with headerand inside edge is gush YAM jamb edge. See Fig m 4. o Install mounting plates to steel lambs wIN 3 eadt %-16 x I YV hex -head bolts, washoM and look nuts suppled. *Note: Install 1,Yelhem on has nut Aida only ONote: Assure Mounting Plains am level with each other 3-34-1Sx1Y.° HEX -HEAD BOLT t. LH MOUNTING PLATE LEVEL MOUNTING PLATES muwo CUUM S° - O � O RH MOUNTING PLATE ...... 10 O ENS=weed * NO. TM s 21 STATE OF . = of STEP 3: COMMERCIAL BRACKETS TO GUIDES ONom; GUIDE SELLMOUTH FOR CURTAIN ENTRY INTO GUIDE IS FACTORY NOTCHED. APPLY 15%20' SEND IN 0 LLMOUTH TO ASSURE SMOOTH CURTAIN ENTRY. FAILURE TO FLARE GUIDE BELLMOUTH WILL RESULT IN CURTAIN SCRATCH NO ANDIOR DAMAGE. a Attach Commercial Brackets to guldes, locating lop surface of bracket 2' below top of guide. Use 2 sachY, .20 x ''carriage bolts. 114.20 serried gangs hex nuts and'' Ratwashem par bracket fbrtansfoner and the noDdensioner (drive) end for push-up operal )n. See FTgm S, ONGIa DOOR OWVE OPERA170MMAYBE INSTALLED ONE17HER END OFDOOR ASSEMBLY TOP OF GUIDE 40 \ exesex� soe S TR. Fxyp 'y 1L STATE OF C 4 Zzl - COMMERCLAL -.. BRACKET r4-20 SERRATED FLANGE HEX NUT FIGURE 5: TENSIONER END (LH Shown)RH Opposite) rk-20xss' C VUUAGE BOLT I GU 1E BELLMOUTH Gulf ONom: FOR MANUAL PUSH-UP OPER477ON, SPACERSARE NOT PROVIDED OR REQUIRED FOR COMMERCIAL Bh ACKET MOUNT. o Reduced Hand Chain Drive: Attach Commercial Brackets to guides, locating top surface orhrackel 2" below lop of vide. Instab drive bracket with 2 each' - 20 x 1 Y' carriage bolts,Y - 20 senated flange hex nuts and'V4E gat washers. h rant 7 each)V O.O. x)V long spacer tubes between guide and bracket at each bolt lora0on. See Figure S. Jack Shag Motor Ooemilan: Attach Commercial Brackets to guides, lows ng top surface of bracket 2' below top of pulds. Install drive bracket with 2 each '-20x2Y'Cortege bobs,'-20 serrated Range hex huts and Y' flat washers. I sent 1 each 01' D.D, x 1'' long spacer brbes between guide and bracket at each bon location. See Figure 6. e Pantheon Motor Operation: Install drive bradketwith I X'spacing between outside of guide and inside of bmd*L lo Spacers am provided forthls application. Locate top surface of brocke12' below tap of guide. See Figure 6. (Spec m not pmvided) CARRIAGE BOLT GUIDE BELLMOUTH - SPACLRTUSE(S) GUIDE TOP OF GUIDE r COMMERCIAL BRACKET FIGURE B: DRIVE END (RH ShownlLH Opposite) 1 'FLAT WASHER -20 SERRATE FLANGE HEX NUT STEP 4: GLIDES AND BRACKETS To JAINB o Brerkeis and gulden must be attached tolambs using fasteners as specified In Table 1. TABLE 1: GUIDE & COMMERCIAL BRACKET FASTENERS ( �T�"�' '2 _ .�•.ry.. Y (4 � i. �i�.(�.4j� i' ',/- �D�� Sl�r� `, •••`'• •i 6RA61(EtS�' Steel- 16 x 1 Y.' Hex Bolt and Nut s'• Concrete or Filled Black 3W X (%'Powers Wedge -Bolt Pawfmii is+ol31B r•„ n`?4 t auras ; Steel Y,' -14 x 1' TEKS Screw N no '_ `%"' - •: Concrete or Filled Black %' x 4' Powers Wedge -Boll Powers£ 15+af3t8 ONefe: DOORASSEMBLIESAREMANUFACTURED PER OPENING W/DTHSANO HEIGHTS SPECIFIEDAT TIME I FONDER. JANUS INTERNA TIONAL WILL NOTASSUMERESPONSRRLGI'FOR OPENING WID7H5 OR HEIGHTS TM r00 NOT MATCH THOSE SPECIRED AT TIME OFORDER. Guides to be mounted Centered about the opening. Back of guide ptaoamentlmoasuremenl loon lamb edge is 4 Y-per side. Overall bark of guide to back ofguide measurement to be Opening Width +a)r. See figure 7. i -- OPENINGWIDTN•B'j - -- FIGURE 7: GUIDE PLACEMENT ? ,,.««.••yw 7, p e THREE MOUNTING OPTIONS EMSTANDARE DICTATED SYJAMB TYPEANDMR THICKNESS t W.TM s OPTION 1: Steel lambs '/¢' or greater. Y-14 :1- self ddllingRapping crews at tee of guide. Sae Figure �! � STATE OF • OPTION 2: Masonrylambs. %" x 4' Powers Wedge Bolt at Inside of guide. See Figure g : O Q' pL(701}(�'.F69.2 v OPTION 3: Steel Jambs less than Ye'thickness. Y. -14 x 1- sell ddllinglmpping screws at toe and Inside of guide. See Figure 10. 1.•141 VSELF GRILLING t ¢f'2 / SCREW _ scREw . In 7hUX GFJkIERa ffSTEE, NB TNIa1INE5S 4'. ' -i 41j .. 1•' OPENING WIDTH. a', -- _ - I FIGURE 8: GUIDE MOUNTING. -OPTION 1 EXISTING CONCRETE OR FILLED rt I BLOCKJAMUS 4'POWERS WEDGE BOLT l� I is _ I d'i FIGURE9: GUIDE MOUNTING - OPTION 2 3 rre EXISTING JAMB 14 GAMUIIMUM 71 '.-14xl'SELFDPJLLING SCREW B'MAXCENTERS z Z- I � OPENINGWIOTH.81, FIGURE 10: GUIDE MOUNTING - OPTION 3 e Inslall guides per mounlIng opdan dutaft that applies to specific BLstalladun appmrattons. Sea Figum e. 9 m 1o. a Install guides and bmcicets with fasteners supplied, whirl) should match those referenced on Page 6. Table 1. CHato: Flgum 11 below Hlusba es bracket mount to steeliambs via mounvag plates. Rater to Page B, Table 1 for appmprlafe fastonor4Wpar/amb Type. 3-aa LOCKNUT 3 3.-FLATWASHER MOUNTING PLATE N. of*, ,�Iy py �GENAr S� 'vp r STATE OF ,{: C COMMERCIAL BRACKET --- 3-1a'FIATWASH R fl J-ae-lBx .k- HEX -HEAD BOL'OL FIGURE 11: COMMERCIAL BRACKET TO WALL (STEEL JAMB) ¢l=1/i4 t Yi i STEP 5: PUSH-UP TENSIONER END - FLOOR LEVEL INSTALLATION o Rotate lonstoner release arm towards wail. Slide tenafoner r aide, with arrox pointing toward wall, unlit approximately 2 W of ade Is outside of lensloner. Allow release an to rotate back towards starting Position. See P79M 12. 0 7lghten set screw when In place. me - FIGURE 12: TENSIONER TO AXLE u STEP 6: PUSH-UP NON-TENSIONER ENO -1 LOOR LEVEL INSTALLATION 0 Side Stamped ade support over ede, with ermv polr Ing toward w IL See Figure 13. o Slide stamped ede support over ade unlit approdma ily 2%of axle is outside of stamped ade support. 0 Tighten set scrawl when In place. WT EDMMSUPPORT FIGURE 13: STAMPED AXLE SUPPORT TO AXLE STEP 7a: REDUCED HAND CHAIN DRIVE END -FLOOR LEVEL INSTALLATION o Fasten cast reg gear to tlrum using 3 each,.- 16 x I V grade 5 hex balls and 3", lock washers. o Insist! 2 each %- 16 x 1'square heed set scrom In the threaded holes In the cast We supped. These will be lightened against the axle later. o Slide Cast axle support over aide until approximately 2%'of We is outside orrast axle support. See Figure 14, DRUM • Tighten set screws when in place. CAST AXLE SUPPORT / 2-,,-16 X 1 SQUARE HEAD SETSCREW •ti rAJ AXLE._ / i i l \i! .3-,' LGCKWAE (ER GRADE EX BOLTS GRADE 5 HF_%aOLTS FIGURE 14: CAST AXLE SUPPORT AND CAST RING GEAR TO DRUM ASS :ABLY STEP M ELECTRIC OPERATOR DRIVE END -FLOOR LEVEL INSTALLATION o Locate 3 each V OD. x 2 V long spacer tubes and struts between 72 tooth sprocket and dru n. Attach sprocket with 3 each,/,-16 x 3 yr' grade 5 hex bolts and,.' lock washers. • Blurts stamped axle support over axis, with arrow pointing toward wall, until approximately 1 %* Of axle Is outside of stamped ode support See Figure 15. o Tighten set screws when In place. AXLE 2-SETSCREW STAMPED AXLE SUPPORT ygU 0 1 4 3-,,-16 X3re' GRADE5 HEX BOLTS l a i ® S --3-3e LOMWASHER >; r FIGURE 15: EO KIT TO DRUM ASSEMBLY CAST RING GEM 3.1'OM.2,j LSPACER 3-STRUT ElVS�*rti:v l STATE OF r STEP 7c: PANTHEON DRIVE END - FLOOR LEVEL INSTALLATION CAST IRON SADDLE ANCHOR BRACKET WITH STEEL TUBES INSERTED DRUM ra. A % SH'PING WRAP& PADDING PANTHEON C01 NERCNL ROLLING DOOR PERATOR FIGURE 16: PANTHEON BARREL ASSEMBLY GfITENEL71 `�h> IE2E':441L'L-�„ STEP 8: RAISING DOOR ASSEMBLY ONTO BRACKETS o Before GPong, orient bottom beret 12 c'dock position. o Raise door using appropriate lWng equfpmenk assuring a protective barrier is maintained batmen product and my ��, s(i f`r..••"'••• -r surface: or object that it may come Into contact with. �r\GF- H t u' o Position door an brackets with tensloner and aide support nesting safety on top of commercial bracket flange. See Figures 17-20 fro appropdaie drive type appliraflon.• * *, Doer should be positioned as dace as posvtle to the heatlar and sN be eWa to rotate and dear bottom bar, i �,; STATE OF _ Each end ordaer should be equal distance from the headerand the curtain must be centered In the opening. I7S� APPR4P YELIFTI�IGtQU�PtEN"MilC IZE.b- 9-I�'t�Nf3 PROCE�OURES fiO R�OID,DAMAC�I.�RCOU#N3URY OR bEATy f ' ik . "pr 3.3a FLAT WASHER —4-3a LOCK WASHER 4-3.-16 x°i GRADE 5 HEx BOLTS STEP 9a: REDUCED HAND CHAT V DRIVE END a Attach cast aide wppot to comment, bracket using %- 16 x Y' grade 5 hex boll, %'lock usher and ja' gat washer. O Position chain hoist assembly on door aackel next to cast aide support and attach to door brace using each %-16xi."grids 5hex bolts, %"lack rashers and V bat washers. The spur gear on the hats will engage with the Internal teeth of the previously Installea wst ring gear. See figure 17. 1 Connect cast aide support bracket to l de of chain hoist using 31, -16 x Y"hex bolt and jV led washer. Sea Figure 17. a Feed hand chain war Chain packet VA )d and through hoist. Connect ends of hand chain, being ka lful not to twist chain. Hand chain may be lengthened orshc =ed as necessary. o Install hand chain keeper on wall or131 b. FIGURE 17: CAST AXLE SUPPORT TO BRACKET STEP 9b: ELECTRIC OPERA 'OR DRIVE END 'a Attach stamped axle support to i rmmercat bracket using 2 each %-16 xs/a gmde 5 hex bolt,%' ockwashorandla'flatwasher. See figure 18. - SHIPPNG WRAP d PADDING 1� 2-rCFLATWASHER ' "2-si LOCK WASHER - GRADDE 5 F.5H MEXBt70LTS FIGURE 18: STAMPED AXLE SUPPORT TO BRACKET H. 0/X i t %� � s''.!2pR10A�j �{v 3.-16-U- BOLT STEP 9C: PANTHEON DRIVE END o Attach anchor bracket to commen at bracket using "olt and 2 each -16 flange nuts and V gal was Iers. See Figure 19. SHIPPING WRAP 8 PADDING ANCHOR BRACKET SHER 2-3.-16 FLANGE NUTS FIGURE 19: PANTHEON ASSEMBLY TO BRACKET STEP 10: TENSIONER END i Attach tensionar to mmmercal bmkket using 2 each Y6-16 X 1:'gmde 5 heX bolts, %' lock washers ands/e gat washers, See Figure 20. M. �4............. , tiS Wo.7768 p s STATE OF F it SHIPPINGWRAPB PADDING -- U 0o o� i �A 2.1.-FLATWASHER 1 , 2-',' LOCKWASHER 0 GRADE 6 HEX BOLTS FIGURE 20: TENSIONER TO BRACKET �--BOTTOMBAR a HEADSTOP HOLDER STEP 11: SETTING INITIAL SPR, VG 7ENSION e With bottom bar at 12 o'dockposNton rotate docrbwards waif 1 h revolutons. o Whilefirmly holding daw at bottwn be , al padaging that secures the door. Diced bottom bar Into guides, sl pping lust below headstop area, See Figure 21. FIGURE 21: DOOR ASSEMBLY, TENSIONER SIDE STEP 12: NEAOS' OP INSTALLATION Slide heedstop int headstop holder. Bning up hales on each. Attach head top using % xX" hex boB end W lock washeras sh wn in Figure 22. V x'7 HE(BOLT re' LOCK WASHER 0 1 HEADSTOP :22: HEADSTOP TO GUIDE 001111111111"0. QNN. axo •,, No. 71e8 i srATE OF ir �`s'OIY �G / 0? 1 STEP 13: SLIDE LOCK AS.' 'EMBLY INSTALLATION a Lowerbatiom bar and Install s its lock and step plate using 2 each Y.- 20 x l- hex bolts, Vs fe has nuts, Y.-Oat washem and _ Y• -20 olden Insert hex nuts. O this at both ends of bottom bar. o See Figure 23. 0 TrandertbSY.-20XVcardal Ibolts andY-20 serrated flange o hex nuts thatwere removed lrc nboth endsot the bottom barto the 2 holes at the center of the whom bar and angle. m O / e Farpushap operation only, ins dl rope to one of the holes at the • centered the horizontal leg of d I bottom bar angle. W 0•. • 2-5,e NIX \\\\writ//p0 SUDELOCK NUT 0 OHM / ' STEP PLATE `• 0'EI�•q�":•y 7 a . 2-I, FLATWASHER T7W S 7 > + = 7 / INSERTNUi = t - a STATE OF • a . • taro to 2•Il[f HEX aDL7 t r I F� h•••M•�[.•••�r\ ,� FIGURE 23: ATTACHING SLIDE LOCK ASSEMBLY STEP 14: DOOR OPERATION I A— " ¢lsT ' i/ 0 Note: Before cycling death test cf o oparafbn, assure that all fasconors and setscrews are lughmned andseeurlr yalleomponanls. o Cycle door by raising and lowering doarto Its fully closed and fully opened position. Set limits of electrically operated doors at this time. o Evaluate spring tension. If adjustments to spring am required, proceed to Step 15. STEP 15: ADJUST SPRING TENSION •^ Before increasing ordecreadng spring tension, loosen '%-16 square headset screws In lensioner and axle support at bo t ends of door. a INCREASING SPRING TENSION: Al lensioner end, using pipe wrench, mlate axlelpipe wrench away from wag. In xease lanslon to Y. -h turn Increments. Allow axlelplpe wrench to ease back towards wag until lendonerse ures axle rotation. Re -set set screws and recvatuate spring tension by cycling door. I DECREASING SPRING TENSION: At tension end, using pipe wrench. mlate ewe/ptpe wrench away Irma wall skgh y. Holding this position. rotate lensloner release arm towards wall. Carefully allow, axle/wrench to rotate towarc : wall in Y. turn Increments. While holding this position, allow tensiener release arm to rotate back to its Stan ig position. Carefully allow euelpipe wrench to ease back unlit tensionerse sires axle rotation. Redlghlen s :t screws and re�evaluale spring tension by cycling door. ISTEP 16: WARNING LABEL o Apply vraming label at a readable height on the drive side door guide orjamb. DECREASE0f SPMG ENSIGN E INCREASE SPmNG •a TENSKIN • 0 9/