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IbtToror Suamil Surdorye SuUis Fedr PUNkintss CRnla<t U, Deli Site Map Uniu Sarra 4 Product Approval r USCR: PUMk Usa PlMIIII 111' iW anI R Ritiud wdlrtiDGlbn Serrelr> dOVllenlbn Lal> 0.PPIIPROO atilt Il , ? _CFO FLY FL27402-At pP 4ry of9 Application Type Revision "Nty "r ✓ CQ Code Verslon 2017 'SF c9 Application Status Validated ``C/P�10,00 0 "rl Comments FI L � P ;® PDIV YArchlvetl Product Manufacturer Address/Phone/Emall Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method a 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 Referenced Standard and Year (of Standard) Equivalence of Product Standards Certlned By Sections from the Code Product Approval Method Carports Anywhere 10858 S.E. County Road 22L Starke, FL (352)468-1116 �EP&����® �® badom@orporL�nywhem.com �Y erondle Odom IE ®®E r®%jPUAH`G bodom@carportsanywhere.mm SOT I Lp CIE CC)IJN C BOC Structural Components Roof Deck Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Terrence E. Wolfe PE-44923 PRI Construction Materials Technologies, I.I.C. 06/23/2023 Brian Jaks, P.E. Validation Checklist - Hardmpy Received FL27401 RI COI Letterof Cpalficatinnndf Standard Year ASTFI E 1592 2005 FM 4471 L992 Method 1 Option D Date Submitted U0108/2019 • Date Validated 00/09/2019 Summary of Products I 1 FL # Madel, Number or Name Description 27402.L 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 over open fmmina.odf Impact Resistant: N/A Verified 6y: Terrence E. Wolfe, P.E. 449Z3 Design Pressure: +46.9 psf/-57.3 psi 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 F1.77402 Rl AF Hammon Rib Roof Panel over open fmminn.od/ Created by Independent Third Party: Yes f^ntao i•:: 2601 Blnb Stone Head. TnAlSa+xee R R±99 pLenr, 850-487-In24 DO SLOW of MOO b On M MmplaW.. Ccn ht2na7-2013 Saber ROd1a:: Q av Slalemm!:: Axss5blily SWmment R•und Slnlmmnnt rmdoce Asprowl Aweats: M ®® dtne M rsecli�i111�ztiuTnicr: rForce Engincering&Testing Inc. 19530 namblmmd Ddve Humb%=77330 Product Evaluation Report CARPORTS ANYWHERE Hampton Rib Roof Panel over open framing Florida Product Approval i127402.1 R1 Florida Building Code 2o17 Per Rule 61G20.3 Method: l-0 Category: Structural Components Subcategory: Roof Deck Compliance Method: 61G20-3.005(1)(d) NON HVHZ Product Manufacturer: Carport Anywhere 10859 S.E. County Road 221 Starke, Florida 32091 Engineer Evaluator: Terrence E. Wolfe, P.E. B 44923 Florida Evaluation ANE ID: 1920 Validator: Brian Jaks, P.E. 070159 Contents: Evaluation Report Pages 1-4 ,,�Q-,S H Q E. E yy0 o �No. 441� • b' STATE OF OHAI ENt,% r!!l IIllltltt FLA 27402.1 RI August 8, 2019 rr7E,eering &Teating Inc. Rambirnaod DA. i1umble,TX77136 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 690 Grade 50 29 Ga. Steel, ASTM A792 or ASTM A653 G90 Grade 80 Conforming to Florida Building Code 2017 Section 1507.4.3. Optional paint finish. Corrosion Resistance: Panel Material shall comply with Florida Building Code 2017, Section 1507.4.3. Panel Dimension(s): Thickness: 26 Ga.: 0.0185" min. order thickness 29 Ga.: 0.0142" min. order thickness Width: 36" maximum coverage Rib Height: Y." major rib at 9" O.C. Panel R011former: MRS Metal Rollforming Systems Panel Fastener: 412-14 x Y." HWH S0I13 with 14mm neoprene bonded washing or approved equal. Corrosion Resistance: Per Florida Building Code 2017, Section 1507.4.4. Substrate Description: Minimum 14 Ga. (Grade 50) Steel framing, Minimum 16 Ga. (Grade 50) Steel framing, or Minimum 18 Ga. (Grade Sp) Steel framing. See Table A & B for steel gauge. Framing must be designed in accordance w/ Florida Building Cade 2017. Allowable Design Pressures: Maximum Design Pressure: -57.3 psf -7Z9 psf -67.7 psf M6.9 psf 4S4.7 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.0 4'-W O.C. 4'.0" O.C. 5'.0' O.0 4'-0' O.0 Substrate: Min. 16 Ga. Mtn. 34 Ga. Min. 18 Ga. Min. 16 Ga. Ga. Min Steel Framing Steel Framing Steel Framing Steel Steel Framing �emgn nessure mcmaes a sarery, raaar=tu. FL# 27402.1 RI 11111111111'.. A, °L STATE OF _ ei.oA`. AL tI p`• 4 OI m.areas �i Fs •. •1�. August 8, 2019 rForccEngincering & Testing Inc. 17630 Ramblrnood Dd+e Humble,TX 77339 Table'6" 79 Ga. Hamotan Rib Roof Panel Maximum Design Pressure: -57.3 psf -1509 psf +39.0 psr +143.Ipsf Fastener Pattern: 6'-3'-6'•3'•6'•3'-6' 6"-3'-fi'-3'-6'-3'{' 6'-3--6"-3'-6--3--6' 6"-3'4'-3'$-3--6' FastenerSpacing: 4'-0' O.0 2'-0" O.0 4'-0" O.C. 1'-0" O.C. Substrate: Min. 16 Ga. Steel Framing Min. 16 Ga. Steel Framing Min. 16 Ga. Steel Framing Min. 16 Ga. Steel Framing -Design Pressure Includes a Safety Factor a 2.0. Code Compliance: The product described herein has demonstrated compliance with The Florida Building Code 2017, Section 1504.3.2, 1504.7. Evaluation Report Scope: The product evaluation is limited to compliance with the structural wind load requirements of the Florida Building Cade 2017, as relates to Rule 61G20.3. Performance Standards: The product described herein has demonstrated compliance with: • ASTM E 1S92-05 (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 p TST-5328) Report No. 667-006OT-18A-E, 667-0061T-32A-D 2. FM 4471-10, Section 4.4 Foot Traffic Resistance Test Farce Engineering & Testing, Inc. (FBC Organization 9 TST-5328) Report No. 667-0060T-18F, 667-0061T-ISE 3. Certificate of Independence By Terrence E. Wolfe, P.E. (No. 44923) @ Force Engineering & Testing, Inc. (FBC Organization If ANE ID: 1920) Test Standard Equivalency: The FM 4471-10, Foot Traffic Resistance test standard is equivalent to FM 4471-92. Quality Assurance Entity: The manufacturer has established compliance of roof panel products In accordance with the Florida Building Code and Rule 61G20-3.005 (3) for FL# 27402.1 RI sssptutrragff ass . �•. W �•i O ceNsFS,� Na. 40 STATE OF ,•i �io'^•Ft DRI 17A sn.�rrmw �i 'ep •. 1 isDmAi if r 11 O N I t F tt- ,,,• August 8, 2019 Foscc Engineering & Testing Inc. 7930 Ram61cwood VA,. Humbk;TX7W8 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. Forslopes less than 3:12, lap sealant mustbe used in the panel side laps. Installation: Install per manufacturers recommended details. [mutation: Manufacturers approved product (Optional) Roof Panel Fire Classification: Fire classification is not partof this acceptance. Shear Dlaphragm: Shear diaphragm values are outside the scope of this report. Design Procedure: Based on the dimensions of the structure, appropriate wind loads are determined using Chapter 16 of the Florida Building Code 2017 for roof cladding wind loads. These componentwind loads for roof cladding are compared to the allowable pressure listed above. The design professional shall select the appropriate erection details to reference in his drawings for proper fastener attachment to his structure and analyze the panel fasteners for pullout and pullover. Support framing must be In compliance with Florida Building Code 2017 Chapter 22 for steel, and Chapter 16 for structural loading. CGS 27402.1 RI I � No. 4,09 ^' STATE OF iiona^ L 0ILI1) Z loam i2$10. .. L. S%\O � ,trp rantttt, August 8,20t9 26 GA. HAMPTON RIB FASTENER PATTERN 2-1-2-1 `QI2-14 9 3/4' HMI SU! Y// 14MU 00A0EO NEOPRENE "l1SHER 29 GA. HAMPTON RIB FASTENER PATTERN G' - 3' G" 3' G' 3" " 3' `al% -IA x 3/M1" NWII 503 :'// 1:1.161 00140E0 NEOPRENE WASHER • COAL 91glAoddO C.A d167J0 .o���:"ItAG E11E• pp%% No. 449E3 STATE OF F.A _s. kkk August 8, 2019 7 f 9120/2018 Florida Building Cade Online 9 Y N1 ` .�N*: T�"�'r....u....uw•l n w• �r�� ��' II 19A Y SCIS Home lag In UW Registradan Has Tapia submlrsmhaw . SWtsaFads pubRmdam [enact Us acts sae Nap Wks scud dbProduct �1 Approval !- nSER: pubpc User pmdud Apymval Mem, > pmdadnrAeoRraeon gearta 1411Rmfinn nrt> Appllmslan eetsil FL * FL27403 ApplicationType New REVIEWED FOR VersionCode Application CODE COMPLIANCE Status Approved ST'a LUCIE COUNTY Comments Archlved ®OCC Product Manufacturer Carports Anywhere Address/Phone/Email 10858 S.E. County Road 221 Starke, FL (352) 468-1116 bodom@prportsanywhere.com Authorized Signature Brendle Odom bodom@carportsanywhem.com Technical Representative Address/Phone/Emall Quality Assurance Representative Address/Phone/Email Category Structural Components Subcategory Structural Wall Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Floridr Professional Engineer Evaluation Report - Hardoopy Received Florida Engineer or Architect Name who developed the Terrence E. Wolfe Evaluation Report Florida License PE-44923 Quality Assurance Entity PRI Construction Materials Technologies, LLC Quality Assurance Contract Expiration Date 06/13/2023 Validated By Gary Hartman, P.E. ValidaUan Checklist - Hardcupy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL27403 RO COI Letterof Certification.adf Standard ASTM E 1592 ASTM E 330 Year 2005 2002 htIpsJlwww.8oddabuilding.orglprlpr app d8.aspx?pamm=WGEVXQwtDquHOE2Ywe%2bOsAuSeRIO%2fsNjldto61C%21%2bLV96RAA3xJ6YAYo3d%3d 1l2 a, 912012018 Florida Building Cade Online r Product Approval Method Method 1 Option D aq a Date Submitted 06/18/2010 Date Validated 06/19/2016 Date Pending FBC Approval 06/27/2016 Date Approved 08/15/2018 air tnma roaucts FL # Model, Number or Name Description 27403.1 Hampton Rib Wall Panel Hampton Rib Wall Panel over open Framing Limits of Us Installation Instructions pp tar use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant• N/A Design Pressure: +N/A)-57.3 psf Other. See Evaluation Report for various Design Pressures. Install per Manufacturer's Details. Not for use In HVHZ Zones. FL27403 RO U Hampton Rib Wall Panel SecoredAdf Verified By: Terrence E. Wolfe, P.E. 44923 Created by Independent Third Party: Yes Evaluation Reports FL27403 RO AE Hampton Rib Wall Panel Secured.pdf Created by Independent Third Party: Yes I 27403.2 I Resi-lap Siding Wall Panel Resl-Lap Strung Wall 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: +40.0 psf/-37.0 psf Other. +40.0 psf at 4'-0' o.e -37.0 psf at 4'-0" o.c. Install per Manufacturer's Details. Not for use In HVHZ Zones. E07403 RO II Rest -lap Wall panel seaered odf Verified By: Terrence E. Wolfe, P.E. 44923 Created by Independent Third Party: Yes Evaluation Reports 927403 RO AE RPSWaR Wall Panel s ured.odf Created by Independent Third Party: Yes Cuai MUIN xWI Glair Sane Read Tallahassee FL 33399 pImne:$5"P-JR4 Thv Staty of godda b an M/E:a employer. CevvnahUvmy-Tel] Stall a/Florida.:: prlvacY SMMmen[:: Pmeszlan[v SMMment:: PeNnd Statement Under Fioddalaw,emailaddressesact Pidperemrd Uyouda.twantyourema9addressreleased InmvometoapWdornardsre Mdonatsenddk u met m M entry. Wtead, soma t the Orin by phone or by andidaml mad. d you have any 4uestlana, pkase mnmd: GWAS7.1]95. ePonwnt m Seseon 45SMSi1 Fladda Statutes, effective odaber 1, 3013, asensers arenmd uMer0aptar455, F9. meet pmHde the Departed "In an emt address p they lave one the emal pmvlded may be used leroMdal mmmumaidon with the tmm,em Huwmeremad addresses am pubic mmrd, d you da not wish m supply a pemnm address, pleas provide die On artmmt xph an emat address edddi tan be made evadable m the piddle. To determine dyou am a Ikwee under Chapter40, F.S., Please Ndl bus Pmduat Approval Amepts: Lora®- ° Credit Card Safe https.11w .0oridabuilding.orgfpripr epp_dtLaspx7pamm=wGEVXQv4DquHOEZYwe%2bOsAuSaRlO%2fsNjidto6lC%2Pl.2bLVSBRAA3xJ6YA%3d%3d 2t2 J Force Enginc "c(((llling�11r& Testing Inc. 193307tamblrnood Ddvc Hu I,ICJ%77338 Product Evaluation Report CARPORTS ANYWHERE Hampton Rib Wall Panel over open framing Florida Product Approval # 27403.1 Florida Building Code 2017 Per Rule GIG20-3 Method: 2-B Category: Structural Components Subcategory: Structural Wall Compliance Method: 81GZ0-3.005(2((b) NON HVHZ Product Manufacturer: Carport Anywhere 1085E S.E. County Road 221 Starke, Florida 32091 Engineer Evaluatar: Terrence E. Wolfe, P.E.044923 Florida Evaluation ANE ID: 2920 yalidator: Gary Hartman, P.E. 073227 Contents: Evaluation Report Pages 1-4 ,�t`J u r n 1 rrl,r `% �NCE,E ha !+ cE Nsf,,<m h: S STATE OF E'x • •� :o°m: ♦rrr r�OHn raP � FIA 27403.1 J04,-" 1-8, 2018 Po:oc Engineng & Testing Inc. 17510Itamb/ewoad Ddve "umbigTx 7ma Compliance Statement: The product as described in this report has demonstrated compliance with the Florida Building Code 2017, Sections 1709.2. Product Description: Hampton Sib 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 ASTM A653 G90 Grade 80 Conforming to Florida Building Code 2017 Section 1405.2. Panel Olmension(s): Thickness: 26 Ga.: 0.0185" min. order thickness 29 Ga.: 0.0142" min. order thickness Width: 36' maximum coverage Rib Height.- '/,' major rib at 9" O.C. Panel Rollformer: MRS Metal Roliforming Systems Panel Fastener: #12-14 x Ya" HWH SD03 with 14mm neoprene bonded washing or approved equal. Corrosion Resistance: Per Florida Building Code 2017. Substrate Description: Minimum 14 Ga. (Grade 50) Steel framing, Minimum 16 Ga. (Grade 50) Steel framing, or Minimum 18 Ga. (Grade 50) Steel framing. See Table A & B for steel gauge. Framing must be designed In accordance w/ Florida Building Code 2017. Allowable Design Pressures: Table'4' 2a na_ xamee"n alb wan pan.I Maximum Design Pressure: -573 pst -779 psf -67.7 psf a46.9 psf +54.7 pn Panel Fastener Panem: 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.0 4'-0' O.C. 4'-0" O.0 5'-0' O.0 4'-0' O.C. I substrate: Min. 14 Ga. Steel Framing Min. 14 Go. Steel Framing Min. 14 Ga. Steel Framing Min. IB Ga. Steel Framing Min. 18 Ga. Steel Framing 'Oesign Pressure includes a Safety Naar=2.0. ,xt111111111IIrI/ s%'% N C E. P. fy� L,• ` y.•�t CENSF STATE OF O RI D F'L# 27403.1 Ju4ne.18, 2018 Force Engineering &Testing Inc. 19530 R=bI.9d Drfaa Humble,TX TrJ39 T.W. '.' 1. G-a ueu.n.... nn. cod, e....1 Emum Oeslgn Pressure: -573 psf -]50.9 psf ♦39.0 psf +143.1 psf Fer Pattern: '-3'-6'-3'-6' 6'-3'-C-3'-6'-3'-6' 6"-3'-6'-3'-6'-r-r Fastener Spadne: 4'-0'O.C. r-a, me 4voc. 2'-wo.0 -..eagn rressure muuaes a aarery tacmt=z.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 E1592-05(2012) Testmethod forstructural 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 0 TST-S328) Report No. 667-0060f-18A-E, 667-CO63T-IRA-D 2. Certificate of Independence By Terrence E. Wolfe, P.E. (No. 44923) @ Force Engineering & Testing, Inc (FBC Organization PANE ID: 1920) Quality Assurance Entity: The manufacturer has established compliance of roof panel products in accordance with the Florida Building Code and Rule 61G20-3.005 (3) for manufacturing under a quality assurance program audited by an approved quality assurance entity. Installation: Install per manufacturer's recommended details. Insulation: Manufacturer's approved product (Optional) Panel Fire Classification: Fire classification is not part of this acceptance. FL# 27403.1 s�spnurat4gi �� N C E Ely ri i......,, C �� Q•e'V1CENyF lam• A No. 4* :'u_'. STATE OF -. i 0 RI D ssmr ,�czi yOHAL E�6� a�rhn nj3t� JVht& 18' 2018 rForceEnginecrinTeating Inc. 17330n.bla dbdre Humb1r,TX77339 Shear Diaphragm: Shear diaphragm values are outside the scope of this report Design Procedure: Based on the dimensions of the structure, appropriate wind loads are determined using Chapter 16 of the Florida Building Code 2017 for wall cladding wind loads. These componentwind 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 201.7 Chapter 22 for steel, and Chapter 36 for structural loading. "'11r11111/r1/ ``s� �NCE•E Q.,Q'� t C P. ., Na. * LT//77 / STATE OF i0, RZ ORL'D 'A' ss.rrw ii Py; . ous 11 S'••... ••'aO �� ramc 0"?'ON18F1I1510,`t, FIAT 27403.1 Jutiw 18, 201-8 26 GA. HAMPTON RIB FASTENER PATTERN 2-1-2-1 `012—I4 ° J/4' HBN 503 Y!/ 14M BONDED NEOPRENE WASHER 29 GA. HAMPTON RIB FASTENER PATTERN 4 ° 3/4' NWII 503 W/ 1411W BOOED NEOPRENE DASHER Sal poddB C.OA. p lsm No. aas2a ':m i� STAT 0A :, 1NO182818 313012018 • BC[S Moma flog rn i Ustr aeplstraean i Not Topla dba r o Product Ap proval USER: PUMeUw Florida Building Code Online Submn SU=hi c i 6lotsa Ru . Peblaeam ' PECStaff 1 3CISSRe Map . Links; 5<arrh PNEVRYOO rnYnl Henn> PmAnR nrPatQCtkn Sc = > epflll I�> /IppllatlOn 0eE111 Fl- d FL17996-RI � Application Type Affirmation Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Emati 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 REVIEWED FOR CODE COMPLIANCE STn LUCIE��4eCpp44OUNTY ®OCC E1bdr Door and Metal Company 1215 Pope Drive Douglas, GA 31533 (912)493-Z215 ryarberry@elixirdmmmm Randall Yarberry ryarbeny@elixirdmc.com PTC Product Design Group PO Box 520775 Longwood, FL 32752 (321) 690-1798 Info@pto-mrp.com Exterior Doors Swinging Exterior Door Assemblies Certification Mark or Listing American Architecture] Manufacturers Association American Architectural Manufacturers Assodabon Standard ASTM E330 Year 2002 L affirm that there are no changes in the new Florida Building Code which affect my pmduct(s) and my product(s) are In compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity Yes No N/A FL17996 RI CDC Affirmation FL17996 a s d hips•JfwvAvfloddabuilding.orglprfpr app_dtLaspX7param=uGEV1(WdDquTluhTgK2%26d3R%2b%2bN%2f8QOs9RGoMU%2bIROgsg3ZdG)7(Iw%3d%3d 3/30/2018 Florida Building Code Online Product Approval Method Method I Option A Date Submitted 01/29/2018 Date Validated 01/29/2018 • Date Pending FBC Approval Date Approved 02/04/2018 Summary of Products Go to Page 0 0 A Paael/20 Q FL # Model, Number or Name Descriptfan 17996.1 Series 202-209 Steel Dow Series 202-205 Steel O.S. Door w/ Vertical Slider Window Limits of Use Approved for use in HVHZ.- No Certification Agency Certificate FL17996 RI C CACEXR 207-20S Vertital SliderASFM E370 Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +30/-30 Other. 0us5 A QuaBty Assurance Contract Expiration Date 12/03/2018 Installation Instructions FL17996 Rl Ir EM0034 Rev A Series 202,205 SS -lift Verified By: Robert 3. Amoruso, PE FL PE No. 49752 Created by Independent Third Parry: 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 W9 Steel O.S. Door w/ Cottage Window Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Certification Agency Certificate FLL7996 Rl C CAC EXR 230 W9 Colts a ASTM E330 11102 odf Impact Resistant: No Design Pressure: +30/-30 Other: Quality Assurance Contract Expiration Date 17j03/I018 Installation Instructions EL17996 Rl IT ELIX0033 Rev A Series 230 Wg SS,gdF Verified By: Robert 3,Amomso, PE FL PE No. 49752 Created by independent Third Party: Yes Evaluation Reports FL17996 R1 AE PER 1642 Rev3 415-D705 ssodf Created by Independent Third Party: Yes 17996.3 Series 402-14 Vinyl Steel Out -Swinging Regular Door-141x141 Window Limits of Use Certification Agency Certificate Approved for use in HVHZ No FL1799fi RI C CAC EXR 402-I4 E330 plgs5.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.adf Verified By: Robert Amoroso, PE FL PE No. 49752 Created by Independent Third Party: Yes Evaluation Reports FL17996 R1 AE PER 1951 RevIa 415-0705 ssLpdf Created by Independent Third Party: Yes 17996.4 Series 402-205 Vinyl Steel Out -swinging Regular Door - 20• slider window Limits of Use Certification Agency Certificate Approved for use In HVHZ.• No EL17996 RI C CAC EXR 402-205 E330 Ip us5.odf Approved for use outside HVHZ: Yes Impact Resistant- No Quality Assurance Contract Expiration Date 09/14/2020 Design Pressure: +40/-45 Installation Instructions Other: EL17996 R3 D ELDm051 REV -A 05 MODEL 402-205 ss odf Verified By: Robert I Amoroso, PE FL PE No. 49752 Created by Independent Third Party: Yes Evaluation Reports FL17996 RI 4F PER 1451 Ra_v1__a 415-0905 e_e_ _n_df Created by Independent ThUd 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 CACEXR 407 j0 WL5j l Approved for use outside HVHZ Yes Impact Resistant No Quality Assurance Contract Expiration Date 09/14/2020 Design Pressure: +40/-45 Installation Instructions Other: FL17996 RI IT ELDI0052 REV -A OS MODEL 407 ss pdf Verified By: Robert 3. Amoroso, PE FL PE No. 49752 Created by Independent Third Party: Yes Evaluation Reports hops:l/www.0oridabuiding.orglpr/pr app_d0.aspx7param-vGEVXOwtDquTluhTgK2%2bd3R%2bk2bNY•2fBfi0sgRCIoMU%2biRDgsg3ZdG)70wY•3d%3d 3/3012018 Florida Building Code Online FL17996 RI AE PER 1951 Revla 41"705 ss.pdf Created by Independent Third Party: Yes 27996.6 Series 430 W9 Vinyl Steel Out -swinging Regular Door- 9-Ute Window (I'8" x TO-) Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +33/-40 Other: Certification Agency Certificate ELL7996 RI C CAC EXR 430-W9 E330 olus5 pd Quality Assurance Contract Expiration Date 09/14/2020 Installation Instructions FL17996 RI It ELIX0053 REV -A OS MODEL 430-W9 ss.od( Verified By: Robert 3. Amamso, PE FL PE No. 49752 Created by Independent Third Party: Yes Evaluation Reports FL17996 RI AE PER 1951 Revla 415.0705 ssadf Created by Independent Third Party: Yes 17996.7 Series 6400 W9 Cottage Series 6400-W9 Nan -Impact Inswing Painted Steel Door w/Storm Door Limits of Use Approved far use In HVHZ.- No Approved far use outside HVHL• Yes Impact Resistant.• No Design Pressure: +661-56 Other. Certification Agency Certificate ELL7996 RI C CAC EXR 6400 E330 olus5.ad/ Quality Assurance Contract Expiration Date 09/16/2019 Installation Instructions FL17996 RI It ELIX0056 Rev -A IS MODEL 6400-VJ9 WITH STORM DOOR ss.odf Verified By: Robert]. Amoroso, PE FL PE No. 49752 Created by Independent Third Party: Yes Evaluation Reports FL17996 RI AE PER 1954 Rev2 41W705 sepdf Created by Independent Third Party: Yes 17996.8 Series 7500 Oval Series 7500 Nan -Impact Inswing Vinyl Laminated Steel Door w/Adjustable Threshold Limits of Use Approved for use In HVHZ.- No Approved for use outside HVHZ: Yes Certification Agency Certificate FL17996 RI C CAC EXR 7500 Oval 21 adlustable threshold E330 olusS.odP Impact Resistant: No Design Pressure: +34/-50 other. Quality Assurance Contract Expiration Date 09/17/2019 Installation Instructions FL17996 RI fI Er IX00c R -A IS MODEL 7500 OVAL 21 WITH ADJUSTABLE THRFESHOLD «odf Verified By: Robert]. Amoroso, PE FL PE No. 49752 Created by Independent Third Parry: Yes Evaluation Reports FL17996 R1 AE PER 1955 Rev2 415-0705 w.odf 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 Iambs Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +50/-SO Certification Agency Certificate FL17996 R] C CAC EXR 7500 Oval 23 E330 aN<_S.oQ Quality Assurance Contract Expiration Date 09/16/2019 Installation Instructions Other. FL17996 RI It P_IX0060 Rev -A IS MODEL_ SIR 7500 23 OVAL WITH STORM DOOR s=_ odf Verified By: Robert]. Amoroso, PE FL PE No. 49752 Created by Independent Third Party: Yes Evaluation Reports F117996 RI AE PER 1955 Rev2 415-0705 ss-apj Created by Independent Third Party: Yes 17996.10 Series 8400 W9 Cottage Series 8400-W9 Non -Impact Oval Inswing Wnyl Laminated Steel Door w/Storm Door Limits of Use Certification Agency Certificate Approved for we In HVHZ: No Approved for use outside HVHZ.- Yes Impact Resistant: No FL17996 RI C CAC EXR 8400 E330 gloss odf Quality Assurance Contract Expiration Date 09/16/2019 Design Pressure: +50/-50 Other: Installation Instructions EL 17996 Rt If ELIX0057 Rev -A 1S MODEL 8400-W9 OVAL WITH STORM DOOR ss.odF Vedfied By: Robert]. Amoroso, PE FL PE No. 49752 Created by Independent Third Party: Yes Evaluation Reports FL17996 R1 AE PER 1954 Rev2 415-0705 ss.odf Created by Independent Third Party: Yes https:IAvww.floddabuilding.orglpdpr_app_dtl.mpx7pamm=wGEVXQvADquTluhTgK2%2bd3RYo2b%2bN%2fBrjOsgRCIoMU%2bfROgsg3ZdGJXiw%3d%,3d 3130/2018 Florida Building Cade Online 17996.11 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 Certification Agency Certificate FL17996 R3 C CAC EXR gone 50 E330 olus5.odf Quality Assurance Contract Expiration Date 09/16/2019 Design Pressure: +50%5o Installation Instructions Other: FL17996 III It ELIX0056 Rey — Rey -A 15 13LANK 9000 DOOR W. STORM DOOR ss.odf Verified By: Robert 3. Amoroso, PE FL PE No. 49752 Created by Independent Third Party: Yes Evaluation Reports EL17996 RI AE PER 1954 Rev2 415-0705 ss.odf Created by Independent Third Party: Yes 17996.12 Series Me Cottage Series 9400-W9 Non -Impact Inswing Vinyl Laminated Steel Door w/Storm Door Limits of Use Certification Agency Certificate Approved for use in HVHZ.• No FL17996 R1 C CAC EXR 9400 E330 12lus5.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 RI 11 EUX0059 Rev -A 75 MODEL 9400419 COITAGE W. STORM DOOR sLpiff Verified By: Robert I Amomso, 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 17996.13 Series ARM Series AFIF7N Non -Impact IS Fiberglass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL27996 RI C CAC EXR AFIF7N E330 oius5.odF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant- No 09/14/2019 Design Pressure: +381-38 Installation Instructions Other: M17996 RI IT EUX0040 AFFF71NIB N RevA Verified By: Robert J. Amoroso, PE FL PE No. 49752 Created by Independent Third Party: Yes Evaluation Reports FL17996 R1 AE PER 1952 Rev2 415,0705 ss.odf Created by Independent Third Party: Yes 17996.14 Series AFOF7N Series AFOF7N Non -Impact OS Fiberglass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No Approved for use outside HVHZ.• Yes FL17996 Rl C CAC EXR AFOF7N E330 olusS.odP Quality Assurance Contract Expiration Date Impact Resistant: No 09/14/2019 Design Pressure: +38/-38 Installation Instructions Other: FL17996 RI 11 ELIX0042AMM-13170M RevA ss,pdF Verified By: Robert I 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 17996.15 Series AVIF7N Series AVIF7N Non -Impact IS Steel Door Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FL17996 RI C CAC EXR AVIF7N E330 alv25.adf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/OS/2020 Design Pressure: +25/-25 Installation InstruNuns Other: FL17996 RI It ELIXn047AVtM-BVIF7N RevA ss.ptif Verified By: Robert 3. Amaruso, PE FL PE No. 49752 Created by Independent Third Party: Yes Evaluation Reports FL17996 RI AE PER 1953 Rev2 415-0705 ss.odf Created by IndependentThird Party: Yes 17996.16 Series AVOF7N Series AVOF7N Nan -Impact OS Steel Doors Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FL17996 RI C CAC EXR AVOF7N E330 nluss.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/06/2020 Design Pressure: +21/-21 Installation Instructions Other: FL17996 R1 H ELIX0048AVOF7N•BVOF7N RevA ss.Pdf Verified By: Robert 3. Amoroso, PE FL PE No. 49752 Created by Independent Third Party: Yes httpsJAy .floddabuilding.org/pr/pr app d0.aspX7pamm-YGEVXQwtDquTluhTgK2%2bd3Rh2b%2bN%2f8lDs9RCIoMU%2bfRDgsg3ZdGpQwV.3dYe3d 3130/201 B Florida Building Code Online Evaluation Reports FL17996 RI AE PER 1953 ReyRey2 415-0705 df Created by Independent Third Party: Yes 17996.17 Series BFIF7N Serles BFIF7N Non -Impact IS Flberglass Door Limits of Use Approved for use In HVHZ No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +38/-38 Certifcatlan Agency Certificate FL17996 RI C CAC EXR BFlFZN E330 pWI5.vdf Quality Assurance Contract Expiration Date 09/1S/2019 Installation Instructions Other: FL17995 R1 11 ELIX0040 AFIF7N-BFIF7N 0. VA SS 9f Verified By: Robert]. Amomso, PE FL PE No. 49752 Created by Independent Third Party: Yes Evaluation Reports FL17996 RI AE PER 1952 Rev2 415-0705 sspol Created by Independent Third Party: Yes 17996.18 Series BFIF7S Series BFIF7S Non -Impact IS Fiberglass French Door Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Certification Agency Certificate FL17996 Rl C CAC EXR BF[E75 E330 glu},4.og1 QualityAssurance Contract Expiration Date 09/15/2019 Design Pressure: +38/-38 Other: Installation Instructions FL17996 RI II ELiXO046 BFIF7S ReVA ss odf Verified By: Robert 1. Amoroso, PE FL PE No. 49752 Created by Independent Third Party; Yes Evaluation Reports FL17996 R1 AE PER 1957, Rev2 435.0705 ss odf Created by IndependentThlyd Party: Yes 17996.19 Series BFOF7N Series BFOF7N Non -Impact OS Fiberglass Door Limits of Use Approved for use in HVHZ No Approved for use outside HVHZ: Yes Impact Resistant: No Certification Agency Certificate FL17995 RI C CAC EXR BFOF7N E330 olus5.odf Quallty Assurance Contract Expiration Date 04106/2020 Design Pressure: +30/-30 Installation Instructions Other: EL17996 RI U ELMOD42 AEOF7N-BFOF7N RevA ssodf Verified By: Robert I Amoroso, PE FL PE No. 49752 Created by Independent Third Parry: Yes Evaluation Reports FL17996 R1 Ar PER 1952 RevReY2 419-0705 R df Created by Independent Third Party: Yes 17996.20 Series BVI63S Series BVI63S Non -Impact Single Inswing Door w/Fixed Lite Insert and Outswmg Storm Door Limits of Use Approved for use in HVHZ No Approved for use outside HVHZ: Yes Impact Resistant: No Certification Agency Certificate FL17996 RI C CAC EXR 8VI635 E330 oius5 odf Quality Assurance Contract Expiration Date 12/17/2021 Design Pressure: +65/-6S Installation Instructions Other: FL17996 RI 11 ELDt0061 BVI63S RevA ss.ndl Verified By: Robert 3. Amoroso, PE FL PE No. 49752 Created by Independent Third Party: Yes Evaluation Reports FL17996 R1 AE PER 7244 Rev2 415-0705 ssodf Created by Independent Third Party: Yes Go to Page © 0 Page l / 2 ti CmMd Us:: 2601 elalrSmne hood. Wahmsee FL32399 Phone, 8504e7-1e24 Dib son of ROAda Is an AVEW emplcW. Cco ys19h12007-ref] STaR Gf Flodda :: P va Staff :: A[2ss RIW Sratemmt:: ReNnd Salement pne. 1.1 emmb IOWWOe may ba.s rprallIcUl UOrI address, please p.M. the Department wIh an On IR59 RICeSGd In have env Quote please ruck hen . Pm4uR Ap prove) AccbpM: M9 9� ® a1r httpslAx .BoddabLiiding.org/pripr app dtl.aspx?pmm-wGEVXQwtDquTluhTcIK2%2bd3R%2b-A2bN%2fghOsgRCIaMU%2bfRDgsg3ZdG]Xiw%3d%3d 3/3amia Florida Building Code Online Credit Card Safe hops:iAvww.floddabuilding.org/pr/pr app dtl.aspx?pamm-wGEVXQvrtOquTluhTgK2-A2bd3R°/2b%2bNY2f8fjjOsSRCIoMU°/2bfRDgsg3ZdGIYJvA%3d%3d ELMR DOOR & METAL CO. MODEL 407 NON -IMPACT OUTSWING VINYL LAMINATED STEEL DOOR DENEI4L NOTE6• I.TNEPRMUWMCHORAGESHPHNHEREINISCESIGNEO S.INMWJS WHEREYMDBOMEDFERIS PROTECRON T000.MPLYYATIITHECURHEWEORIONOFTHE REOUWEMENTS EAIST,USE OFMVAP0.Gf PROTECTNE FLORIOAGUIUQiW MOE SFBG) EKCLUOWO WON SYSTENICOMPLYWOWITHTHE FDIC REQUIREMENTS FOR VELOCITY HURRICANE20NEMIOTHE DESIGN WLVOBORNEDEBRIS REGIONS IS MANDAMRYFORNE PREBSURE(8)BTATEDHEREIN, PRGOUCFHEAEW. IP.THEPROD=DUT CONTNHEOMMEINMEMSgD CFPAMELWTEWAL•ALUIMUAIALLOYFD6!-TS UPON SIGNEOANOSEAIEDTESTREPORT DALAS DOOfIPMELTMTEPML'A9wL WNri LMILWTEO LMOMTORUiS, WC. Pdd!TB NIOASSOCI0.TED GALVAM2Ep STEfLA1SSIUN WIIIRETIUNEFOM CORE. LMORATORY6TAMPEO DMWW09. 1, UTIDN9 FOP THE FOLLOWWG !MGUALN9INGSTRL ING X OPEWBPANEL ORGTEELFRAMIND A9AAWNWOFORCE RESISTING O:fEp PANEL SYSTEMCMMIE OP WRNSTMOWOANO TMNSFERRWS MP B.HMUIWAP£: RESPNSIBILTLOFTHEE GI i0UN0AO0NWTIEflESPON510RItt0FTHE ENGINEER A HALF WNGES:HI605YT6 EKTRUOEO ALDMWYM ORMCNITECTOF IIfCOP6 B. IATCN LODC NEYEO C. OEM OOLi: BINGIE CYlWOEfl !.1K MD PA BUCKS (WHEN USEOI SNAU. BE OESIGNED MO MCKOREDTOPRCPEHLYT SFERN1L STOTHE "IESHEETIFORDESIGNPRESSURECHMT. STRUCTURE BUCKOESICNMDINST,LLLATIONISTHE RESPONSIBILITY OF THE ENGINEER ORMCHIMCT OF RECORD. 1. THEINSTA ND NAT NOT REFDESCPRIED HEPEIN ARE GENEIVC MD INY NOT REFIECT MT W L LGN W TI pF19 f-0RgSPEOflCB1TE IP9REf11NDIDONSCMBE INSTALLARON TO DEV MATE MOM ME PEOUIREFADITS OEfABEO MEPEIN. A UCEISED ENGINEER OR MC W TELT SHALL PREP. V � SITE SPECIFIC ODLV MENTS fOR UBE WITNTHI90OWldEM. OEMGN PRESSURE RATING (PEP) IMPACTINTWG VWEREWATERINFRTRAWON REQUIRENENTISNEE0E0 WKEREWATERINFRTMTION fU:0U1PFNFMISNOTNEEOEp NONE ^UMMMUUBEWSTA MSENFATNMMPROVEDOVERHANG TABLE OF CONTENT SHEET DESCRIPTION I GENERAL AND INSFALLAVON NOTES 2 ELEVATION, ANCHORING LAYOUT J VERTICAL CROSS SECTIONS 4 HOR20NTAL CROSS SECTIONS WSnLLdnONNOTES: I.ONE(1)WSTALIATIONANCHORISREONREDATEACH S MINIMUM EMBEDMENTMO EDGE DISTMWEXCLUCE MENORLOCARGN. WALLFWISHE9. WCLUDWOBUTNOTN UIC070 STUCCO. FRAM. BLACK VENEER MD SIDING. LTMfi WSTAMARONMCMORS ATTHE SPMWGSSHOWN METHEMW STAUAT IMUM q W BEMR PRODUCT SPACINGS TO SB USED FOR FNiOGUCi WSTALNTON. ACCORDON ANCE MAEINSTALLEDW ACCORDANCE\WRIMCIIOR ANDmcTURERS INSUBSTRTESams W9TBEUSED J.SWMA9 PEOUWEO AT EACH WSTAlUTIONMCHGR NOT IN VA SSCENGTHSmORS LE STRENGTHS LESS WITNLOADBEMINM &VORMIAIALUDWASUE TIUNTNBNINNINNBTPENOTX6PEC61EDINTME TIMN MINNUMSTRENESYSPHSFMOIN SHIM\V)SNALLACONSMUINCN •MCNOfl BCXFOLLFIWBSHEET. ORGREEOFIIAURS. OR GPEATEROCCUPG SHiN(S)SH,ML BE CONSIPVCTED OF WGH DENSITY PUSOC Oq OETTFA, T. INSTAlUT1ONMCHOR9MOM90CATEO NMGIWME AIV Si SE LAME OF CORROSION REwSTANT MATENAL A.MCMORS FOR INSTPLLATION UFTO WOOD iPAMW00R ORIWYEACOPAOSION RESISTM?COATING. N W MWIMUN9TEFLFRMVHG SWlt SEM BNOWN W 'MCHOR SCIIEOLLE'TWS SHEET. MCHOR9CH®lRE SUE` DOORFRAME TYPE SEESM[AOR MANUFACTURER WSMAEka EOCE DISTANCESPEC ANCHORCAPACTDES TYPE P1 BA9ESPECIFICATION SHEET MN.] ASAE 818.8A THRPAST MN.]]KSI YIFIO TUBING10EEL G0. FW a'BM) PM HEAD N118 (TAPPINGSCREVA WMSBTE ]/B' STRNEGiH A1N SURFACEOF THICKNESS SUBSTRATE MSIB18.6.1 (t\OODSCREW) M000 V,ITH AMNWIIM 7KWOOD FIN a -BAR) PM HEAD NO.8 OR 1' Vl SPECIRCGRAVTTYOF RWANG /SAE BIB.OA O.d2. (TAPPWGSCREV4 IpTES: M Fat YA]ODpITAFRKiSGLEWSIF9RRTN0OACd,TE' IW WLLL0.0Bi FEDT WLE(ONBLSDc'ASI. A) ®GEOGTAHCE I.P.tSUREO FROU DMEN SMDF ANCHCATO EDGECF SUBSTRATE JR. RU.Amam9P.P.E F))L P.E. No. 49752 d nA Do 1 99PrtTM PohrtI ON:m•RnERnl Amwlgq Pu•FK PloeuOOmipn Glouy, empi •mBenOplccapppn4 o-u5 omr.!plsnaoso9d93A adroD IVMAX. I.e. ow.) W MAX CTYP.) 4' MAX (TYP.)-T— FRAhIE MP%. E O BOTTOM OF DOOR LEAF AND THE DEAD p FRAME DOOR 4 4 BOLT ASSEMBLYAPPROX.4]'ABGVE X HEIGHT PANEL BOTTOM OF DOOR LEAF, SEE STRIKE O A RFIGNr I DETAILS THI95HEET °d W ELEVATION EXTERIORVIEW � Yl\H` NB X217 WDOD NBzt7 � i SCREW SCREWS ENTRY ODOR SI'11IKE ULTAIL venoon.weaosmvx HALFHINGES Wl NB X Y4' SCREWS (TYP.) I I NBTAPPINGSCREW.. SCREWMUSTBEOF SUFFIQENTLENGTHTO I PENETRATE(3) THREADS I MINIMUMBEYONOSTEEL 4 TUBE. ENTRYDOOR SI'IUKE UEFAIL axt�nvl..nrvssnux N N `SILLANCHORSPACMG SAMEAS HEAO SPACING ANCHOR LAYOUT EXTERIOR VIEW ANCHORING NOTES: I. MINIMUMNUMBEROFANCHORSINJAAIBSIS M. RODart J. Anclusa, P.E. ANCHOR SPACING VARIES, BUT NOTTO EXCEED FL P.E. Na 497n IP MAMMUM O.C. I MINIMUM NUMBER OF ANCHORS IN HEAD AND SILL by Rnhertl IS T. ANCHOR SPACING VARIES, BUT NOT TO Amalua EXCEED IV MAXIMUM O.Q. ..^ /�„ : ON: rn•Pobertl. 1' MIN. EMBEDMENT IISWOODSONS INSTALUTIONANANCNOR n 9(WOOD FRAME n (BY OTHERS) THREE(3)THREADUr MIN. •` H SEAIANTTAPE TO BACK ED EDIST. MIN. PENETRATION SSTAPPINGSCREW E SiDE OF MOUNTING FIN INSTALLATION ANCHOR fifififi v SEAIANTTAPE TO BACK 3I8'MIN. tl" SIDE OF MOUNTING FIN EDGE DIST. �^ 1/4'MAX SNIM t —T ' G EXTERIOR INTERIOR 14 GA. MIN.SQUARE STEEL TUBING (BY U ry / OTHERS) U c v Q z cd n EXTERIOR I INTERIOR E x �W�rr N Sam VERTICAL SECTION c e� z ` B \V000 FRAMESUBSTItATEVERTICAL SECTION L 5'I'EEL �fUU1NGSU05 IRATE a 0.2 Tac 9 \ aE' " C) g L j3i �ll c5 'a d ®� 8_ �9g�g EXTERIOR INTERIOR AA EXTERIOR INTERIOR 14GO i �I!<'MA%SHIhI ! OTHERS) MIN. SOUME 9TEELTUBING (BY OTHERS) Robed, Am°wro, P.E. SEALANT TAPE TO BACK FLP.E. N°. i9753 SIDE OF MOUNTING FIN 12' MIN. EDGE DIST. LS' MIN. Dlglulydgned 2X WOOD FRAME SEALANTTAPETO BACK EDGEDIST. byR°be"1. (8YOTHERS) SIDE OF MOUNNNG FIN j -""•n. DAN�m=A°bmA 88 TAPPING SCREW` i'MW.EMSEDMENT— 98 WOOD SCREW THREE(3)THREAD INSTALLATION ANCHOR ^``�,J!""• Awarvw,p INSTALLATIONANCHOR MIN.PENETRATION A VERTIL CASECTION cni°"`p1i"°P` \VOODFRA SUBSTRATE C VERT CALSECTIO eKwP.nm,a-us STEEL TUS NOS UST1GT7h Dm:3gISAL03 1Q'MW.EDGEG 7%WOODFRAME, (BYOTHERS) kB WOOD SCREW INSTALLATION ANCHOR SIDE OF MOUNTING FIN HOwooRIZONTAL SECTION r' nBsuuslNA'r@ C pp6 B O 114•MA%SHIM c gpp IW MIN. EDGE DIST. DO FRAME HERS) Ij R 34 a O SON k INTERIOR INTERIOR ATION ANCHOR AN O CSXDM•SMS (EMBEDMENT U =oC v H c c ERIDR E%TERIOR ALANTTAPETO BACK SIDE W p 5E p - OFMOUNTING FIN G V W p 3p t t �y 0.y py ap IW I L HORIZONTAL SECTION 1YOOD FRAMSUUSTHATG N 5 9�-< !� OO ] 14 GA. MIN. SQUARE XWMIN.EOGEDIST. {.� STEELTUBING(GY oTHERs) INTERIOR AB TAPPINGGCHOR WSTALlAT10NANCHOR\ �� T 1 \ \\ THREE(J)THREAO J MIN. PENETRATION SEALANTTAPETO BACK S1DE OF MOUNTING FIN €ECi)eTa BSTMTEON INTERIOR II tlA1 IIItliI!tl FII:IUICMmAIIAIA:mIOUtlNItlPJ71IlAImIIUllpli!47!Nm!tlflllAl:L THREEI3ITHREAO MIN. PENETRATION EXTERIOR EXTERIOR FLL PCgT53 SEAL TO �+yy OF MOUNTING SIDE Of MOUNTING FIN FIN HORIZ AL SECTION Dlglplly STEELTUBINGSDBSTIUh J YgneG By peO¢Rl. Amoroso ON: m.RobMlAmmuto,q oo.PTC Pr[dun Malgn Grouq emag. roeanppts<orpcam, aU5 Datc]BISYBBg G?SQ39DILP b , fir . w? '� 4I, f 9C1s Nome Us In User Ryhbxtkn rbt Toy- Sa-mt swtl,u0e sta-afac4 hb2cMsW5 Gnu 1Us Bets site H.0 LmS S.e 1 l4 Product Approval rib r (}USER!Publk Usv emnon aanm»I un�„> o,mnea. andx> c� aamn> x.�ni�. w> A00nonen pebll U-- FL 9 FL12765-RS Application Type Affirmation Code Version 2017 Application Status Approved Comments Archived Product Manufacturer ]anus International Group, LL . Address/Phone/Email 135 ]anus International Blvd. Temple, GA 30179 (770)562-6135 Ext 360 curts@Janusind.wm authorizetl Signature Curtis Schroeder FOR REVIEWED cures@Janusintl.com REV. Technical CODE COMPL0ANCE��� Representative Address/Phone/Email Curtis L. Schroeder ]anus International Sly 1 UCIE TY Sw Temple, GA 30179 Ya Temple, 360 (770) 5anushi0 m torts@janusintl.com QJJ4J BOCC 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 Date Validated By Certificate or Independence Jake Lyons 134 Janus International Blvd. Temple, GA 30179 (770)562-2850 Ext 304 Jakel@Januslnd.com Exterior Doors RPII-Up Exterior Door Assembl es Evaluation Report from a Flod a Registered Architect or a Licensed Florida Professional E igineer Evaluation Report - Hardu 1y Received Joseph H. Dixon, Jr PE-7768 National Accreditation and Mai agement Institute 12/31/2020 Gordon Thomas, P.E. Validation Checklist - Hard opy Received FL12765 R5 COI 791118 Cert rFl, inden,ndf Referenced Standard and Year (of Standard) Standard ANSI/DASMA 108 ASTM E330 TAS 201 TAS 202 TAS 703 Equivalence of Product Standards Certified By Year 2005 2002 1994 1994 1994 1 Sections from the Cade I 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 Hari a Building Code. Documentation from approved Evaluation or Validation Entity Yes No N/A FL12765 AS CDC FL12765 A -irm for FAC 6th 2017s.ndf Product Approval Method Method L Option D Date Submitted 10/0412017 Date Validated 10/04/2017 Date Pending FBCAPproval Date Approved 10/07/2017 Summary of Products FL O Model, Number or Name Description 12765.1 Series 1100 Series 1100 - 26 Gauge Do rAssebmly Max Size: 8'-8' x 14'-0' Limits of Use Installation Instructions Approved for use in HVHZ: No FLIZ765 RS It 290191) TI012 Rev A.odf Approved for use outside HVHZ: Yes FI-12765 AS II 290IR in ill 750 1100.0 Impact Resistant: No Verified By: Joseph H. Dix, I, Jr. 7768 Design Pressure: +24.4/-27 Created by Independent TI rd Party: No Other: Not for use in High Velocity Hurricane Zones Evaluation Reports FL12769 AS AE ER-09-0f I8 R.nd( Created by Independent T id 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 AS It 79018 nv, T1013 Rev A.ndf Approved for use outside HVHZ: Yes FL12765 RS 11 2901A ins dl 75n 1100ndf Impact Resistant: No Verified By: Joseph H. Dixi % Jr. 7768 Design Pressure: +19.4/-22.7 Created by Independent T Ird Party: No Other: Not for use in Hlgh Velocity Hurricane Zones Evaluation Reports FI 17765 R5 AF FR-04.01 IR-R.rM/ Created by Independent T Ird Party: Yes 12765.3 Series 3100 Series 3100 - 26 Gauge Dc r Assembly Max Size: 16'-0' x 20'-0" Lim' f Use Installation Instructions pproved for use In HVHZ: No FLIZ765 R5 I7 34012 1 T1004 E.nd/ Approved for use outside HVHZ: Yes FL12765 AS II 34077 Mc 3100 inst instrodf Impact Resistant- No Verified By: Joseph H. Dix 3, Jr. 7768 Design Pressure: +36/-41 Created by Independent T Ird Party: No Other: +36/-41 psf at 12'-1)° wide. Varying loads are shown Evaluation Reports for widths 8'-0' to 16'-0". Not for use in High Velocity FL12765 IS AF M3100 1 12765 TIOOSC P2ndf 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 or Use Installation Instructiom Approved for use in HVHZ: No FL 12765 R5 If 32041 FI. '1005-F 0002.ndf Approved for use outside HVHZ: Yes FI-12765 AS It 34022 Mc 13100 mst instr.nd/ Impact Resistant: No Verified By: Joseph H. Dix n, Jr. 7768 Design Pressure: +351-38 Created by Independent T ird Party: No Other: +35/-38 psf at I6'-0' wide. Varying loads are shown Evaluation Reports for widths 1S'-0' b 20'-0'. Not for use In High Velocity FL1276S RS AF 12041 F -09-0007-R2 120112 0005.ndf Created by Independent T Ird Party: Yes Hurricane Zones 12765.5 Series 750 Series 750 - 26 Gauge Do( Assembly Max Size: 3'-0° z 12'-0° Limits of Use Installation Instruction: Approved for use in HVHZ: No FL 12765 0.5 11 2901P Dr I T1000 Rev Bndf Approved for use outside HVHZ; Yes FLI7765 RS 11 29018 im all 75n 1100.9df Impact Resistant: No Veriged By: Joseph H. Dix n, Jr. 7768 Design Pressure: +35/-45 Other: Not for use In High Velocity Hurricane Zones Created by IndependentTh d Party: No Evaluation Reports FL12765 RS AF ER-09-011 7-R.nd( Created by Independent Th d Party: Yes 12765.6 Series 750 Series 750 - 26 Gauge Door Issembly Max Size: 6'-(" x12'-0' Limits of Use Installation Instructions Approved for use in HVHZ: No FL12765 RS 11 290t8 Dw, T1001 Rev B.ndf Approved for use outside HVHZ: Yes FLL2765 AS It 290LB Inst 11 750 I100.odf Impact Resistant: No Verified By: Joseph H. DIxD , Jr. 7768 Design Pressure: +19.91-24.4 Created by independent Th d Party: No Other. Design pressures listed Is at test width of 6'-0'. For Evaluation Reports pressures versus widths, see Table 1, Page 4 of evaluation FLI2765 RS AE ER-09-001 7-R.ndf report. Not for use in High Velocity Hurricane Zones. Created by Independent Th d Party: Yes 12765.7 Series 750 Series 750 - 26 Gauge Door tssembly Max Slu:8'-Bm x 12'-01 Limits of Use Installation Instructions Approved for use In HVHZ: No FI 17765 RS N 79018 Dw, T1002 Rev R.nd( Approved for use outside HVHZ: Yes FL11765 R5 11 2901R inst 11 750 1100.01If Impact Resistant: No Verified By: Joseph H. Dixo. , 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 Repents FL12765 RS AF FR-09-001 7-R.ndf Created by Independent Th d Parry: Yes 12765.8 Series 750 Series 750 - 26 Gauge Doer Usembly Max Size: 10'.0e x Limits of Use Installation Instructions Approved for use in HVHZ: No FI-12765 IS 11 29018 Dwr TI001 Rev 8.ndF Approved for use outside HVHZ: Yes F1.12765 R5 11 29018 inst 1 750 1100,mlF Impact Resistant: No Verified By: Joseph H. Dirol . 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 FL12765 R5 AE FR-09-00f 7-R.od/ Created by Independent Th d Party: Yes 12765.9 Series 850-S Series 850-5, 26 Gauge Doc Assembly Max Size: 8'-Be x 12'-0' Limits of Use Installation Instructions Approved for use In HVHZ: No FL12765 AS 11 29018 Dw} T1006-S Rev B.nd( Approved for use outside HVHZ: Yes FL12765 AS 11 29n1B Inst. I 850.od( Impact Resistant Yes Verified By: Joseph H. Dixol . Jr. 7768 Design Pressure: +46/-54 Created by Independent Th of Party: No Other: Not for use In High Velocity Hurricane Zones Evaluation Reports FL12765 RS AE ER-09-001 I-R.nd( Created by Independent Th d Party: Yes c,",a us ::1601 01air Stnro qyd. Taldeaual it ]}199 Pann!• aso sel4a I The Stale W Ride 15 an 7JJEe0 en,1 M.. CnmMn[ ]007,201] Roll or Rondo.:: Pirnm uaVmnnt :: A.IQl$1 Iwo eretemenC: prime Statement Under Rome law..9 addressed am puNk remrdf.pry. do not motymra-mail addles, released In msmord W a P a5e!emida«Wasp do at 'am remark mail to W hatin. mowed, mntarl she omse W prince or by traditional trail. Uyou have any questions. please mop I850.487.1395. 'Possums to session 455.275(]), mecca summit. ertaut"CktdW 1, 2012. tummy, lkuuM undo chapter ass. F.S. must Planed the DU dmml inch an amid adesess if they have one. The ana0d provided may Ili used for o(ncal mmnunlmum m1h the firmaes. hammer tmall addmuuhs art pub : remm. 9you do not w h to wall, a summit addnim. please pwAa We Department veh an¢ mail addmn rehbh an bemade Naoabls to the publie.T944 IrmNe a you am a licensee under Chapter 455, P.5. peas. elhh=. y Irr.�m.0 arppr�ov d uceplm =- RIB 99 ^E 2 Credit Card Safe �o n�W � r f �.�... •�• au�i�m oi�� un..w, m..ou T1004 E 6EE 6NEET]FOR NOIE6 .— ._._._ .__ SIN A M. D� �.y �,......,,, oy , nee '•_� CTATE OF F r ,�Idianus F¢'t'''¢ International Group 135 Janus International Blvd. Temple, GA 30179 770-562-2850 www.janusintl.com JANIJS INTERNATIONAL P A O D E L 3100 1-866-562-2580 www.janusinti.com INSTALLATION INSTRUCTIONS JANUS INTERNATIONAL DOORS MUST BE INSTALLED BY TRAINED ROLLING C 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 C( RPORATION WILL NOT WARRANTY OR ACCEPT RESPONSIBILITY FOR DOORS NOT INSTALLED I'ER THESE INSTALLATION INSTRUCTIONS. A IMPORTANT INFORMATION ►!l � cuaPulLrquGwmAu.ETIGxamWemxacAYwR�YougeElF lgmAupm.LLLNnoxrapeE4rgeswiwrmlos.wmoYa, .XDxoreseEFOReATmlPruwm plgrALLGp00. o OIgPFlTREGDVPDDpORASRENSI.Y PORyISmSEOdAOEANOmRCONPDXEMEXORbIGE4 • SMD+ANODLNAGEFRPDNIXOECWYpWEmXTElrSMISFggCXTONWEROUPpLy 000H gUPNIFPSWRi1PNOT000CI11YEN 1RONM REGENEgEAACEIIER GdAIOXExTB • PART MORIAOE MEMMY COXTACT0MGUP MRMH PA SEHCRTAGE CIAN.CMEYXUNBM ODOR NOOEL. PXOF COWYdfATMNAREdC011MCED TO E>mFDREPPOCE44 � d[:OMER PARIE:IFREL£NED ODORCOYPCNEMGANO pJURg 00XRbATMTNOSEgFSFxdtEp WTHESEWmALLAnONI mgULTOXS,O0Y04TELYCONTACT OOpq DYPpYE0. ffATAMYnxEOErORe OR WNXO WSTALLAnON YOUAREUXFAIrpW1. 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A OOORNUm OEFULLYOPFNED Wi1FH MAMINO AOJUg1MQNlg. A VEWFYDPdMO WIDIM AXONdIHTREFORE ULSTAUDIOOXmFA 00011 CYI FALLff BOtx fiMCNETSAREHR 9FCYRFLY FAgnpnD lO4RJAYSSALLFASTdFJLY ATTAmOHO DMCXmSMJANB9M Rirf SECURFIY VRDA SIRUCNRAL YEYOFA OR imSIFACEff DOOR iALl9.gW OW piNMOq OEAMANDXXIDAf40ET0 p0011CAN RESULT. ABFfOREYT1pG 000RVRO F0El110x, A4EVRE TI4TILLLgETECRE1Y6Af£TIOMFFlED T0110EOWTFLY 9FLYREXYl69YVPom8 ANOn OMNF0. F44AETOgWRE W41 PE60RN FAWNO PAmS. WiNCHM1LL IEAD TOtEW W5 V WRYOR VMM AU]EAPFROFRYEE LLTIX)EOUIPYFMAXD OORgERYFIINp FpOfFN1AE9 TO XVGp WNpf{EFAIW9IXIURYONDMM A pDMR XEYDVE WRAPPWOFRDH p00N YNIR W911iUCTFm TOOD W. AFARVRETOAWERE TDTNEApDV6CpXpR10HII}�EiI�IiEmR.Tq PFASON.LL RNY11f Ofl FRWOROAYAOEfLOTDDVPJ1E0 V110ERJ.W119 RFW1AtMMLLMOWR WMRASRY, LLWAYg MANOLR PRDOURTOM CARE/gDREYIEW ALLggRRUC11Ox;WAmm10i MONOTE9OEi011E INmAllpl0lR00 R. AXEYIEN DODRASSEYGIfAM GEXERLL PAR}B OESmWSIONGRILLOF WTEIWLFROY PACE2.1RCUREITOFAYO1ApYEYOURSELFM IGOYYNIPUWROLLLVOSNEEr OOORASgdGLY. A pPm@!aVADTW DOORNgAAfi NAHYFACNREOPEp OPdNO WSOTNYpNp HFIONfOSPEC6IFS ATTLYE OPOROEf1, JANVE MIESWATUSNLLMyl1 IOipE1N1Y RESPOH®IEFOR WOTMGOR NEmNi9 nlAl0ONR41TCNTXOSEDPECRFDATTUIE BORDER FIGURE 1: DOOR ASSEMBLY 6 GENERAL PART DESCRIPTIONS 1a 13.,� - 9 1 :6 5 0 2 ja 12. i 3. T H' D��I�I ,♦♦♦,,'� O4- yqv ......... .� p fe�GENSF• v1 . i No.7M twz a STATE OF ! W �. 2oaioA,.r ♦♦• iNy It ; ' ,s ,a 1 o .�: o' InstMagm VWm 2 • ... ,.-: .' w �w GENEti!}L:E�.W .AFi1W�ERIAI �: •., L.. ' �zi;t .ti,t:� •.i. _RE3CR1F170N[PARS NUM¢ER;,,;i tt;l7V1 A.F-,+BIPifCN..�P1?7SINBER ::RE117 is [f 27C �I1C.t�,7P.A�2�Ht1619ER, _7�: lY SplrJal Benel-; W-Roll Formed Guide wqh wlndbar .11 RH Camm.Bracket 26 Ga. Curtain rBr RH -Rall Fanned Guile with windbar : 1k;; Star. pod Aide Support 3„ Wmdlocks • ,B`. ' Headslop :' 15:'. Con n.Slids L%* 4;•;_ 1 I/ts' O.D. Axle +'p-4G"' Tensioner �7fc=�; Con n. Step Plate S 12' Drum `1 "- Mounting Plata - j-r Soft m BerAssembl ' B ; SpdnglCounferbalanm Assembly .,;12. ;� LH- Comm. Bracket , r1B 56dr LackAssem6fy I FIGURE 2: SIDEROOM CLEARANCE REQUIRMENT CHART } } ` ' oPEAM10R �. ..wsHUP "BAOIFf .Ny6ayeOF AF BIucJ�f ,GRADE. JE[1SKRgR�lrtl fNY.• �ARIY�END yk O�i90E.0A t' NPHDt11AW OWVE. - p�HC' � Kqj sw sw _ . y,• CHAIN HORT AY• 5V a JY• �• JACK SHAFT MOTOR NY.• 5w Tj{• PANTHEON ,Y, sw JY' N Y• ..LT':R6Yt: 1)'`.'^'4X sL K `OfntO�ffiea0omf4RlNsdlurt�TEe �TIIt�AiMmA 511fD0!64e?9Q?i�i(PR01�mfa�utj N �V[ICu'FI�3-T'�tO.jjEOUAFD;1,Vz�001i�v O�FItW; MG�[FARIWff9 CdNSIILr ACiOA,j" ENO OF AXLE CLEARANCE ENO OF AXLE CLEARANCE I OUrSIOE OF CHAIN DRIVE OUTSIOEOFTENS10NER BRACNETCLEARANCE OLRSIOEOFORRIE BRACKETCLEARANCE TENSIONER ENO SHOWN C ° ORNEENSIONEND N ° MDN•rENsroNFa1 — - EDGE OF OPENING E:OGEOFOPENING BACK OF GUIDE CLEARANCE • - f BACK OF GUIDE CLEAN FIGURE 3: HORIZONTAL / VERTICAL HEADROOM REQUIREMENT CH AT HORIZONTAL ' KF40RMM � '�OPF�Ofro. . ilE(OX•Al. �_ ',�IO�f1Y0XYA4 :RrpolL:. IHFiOfRUOM NPJIOFCGY.° 20- 20' * Z,. F s.. 21V 21- ,ro�rs1 icm 2r 2r �. 22' ° O `H VERO 6 ® HEADROOM M e —° �% %J 11111/111j1 ��•` H. re 0 1 _ p� ••ENS : �tYp� a.ENING TM 3R } S ATE OF i wr �� STEP 1: VERIFY OPENING GNola:ODORASSEMBLIESAREMANUFACTURPApEROpENINGWIOTHSANOHElGHISSPEGflEDATTLHEOF 1ROEAjANIISINTERNAAON4L VALL NOTASSUMERESPONSIBILfryFOROPEMNO WIDTHS OR HEIGHTS THATOO NOTMATCH THOSE: PECIREDATTMfEOFOROER. a Verify aoenino width and hebhl and conlimn m6amPements match width and height d taned on door packglM el. o Vedfv that iambs are plumb. O Verity Rcar and header for level o VedMadenuate alde clearance at iambs and dearance abm and at sIdes of header. See Side Romn and Read. xn Clearance B-80—ITTEMI:7md (113r[8 J. Houma 2 8 31 • VedN that the aulde momtIna Surface on the jamb Is Rush • VedN that eg parts mobbed for instaUllan am with the door Seaoaae 2 Figure 1(m Gen ml BRI of Mabdai STEP 2 MOUN77NG PLATES ONale: MounfingPlelos ere op Donal compenenfs forinsmllallon to steel7ambs. Mounting Plafesamtohelnsmged with fasten= supplledor welded dlmetly (a s(eel7amb. Mmoanting plates were not ordered, orlamh typo Is other than steel, proceed I r step 3. • PasRbn llmnting Plates where bonam edge is Rush VA headerand'mside edgeh, hush with Iamb edge. See Fig M e. O Install mounting plates to steel lambs wRA 3 each Y -16 x t y- hex -head bofts, washers, and lack nuts suppffeC. ONom: lasmll washers an hex outside onty Wane, Assure Maunflng Plates am tarNwith each other 3-%-16x ly.' HEX -HEAD BOLT t. LH MOUNTING PLATE LEVEL MOUNTING PLATES uruwp =ut: RH MOUNTING PLATE �aNuwyyi v. H. OIXO L- p Z00 . EviN0 ,W;, No.7788 ' STATE OF .: K STEP 7: COMMERCIAL BRACKETS TO GUIDES ONDiG: GUIDE BELLMOUTH FOR CURTAIN ENTRY INTO GUIDE IS FACTORY NOTCHED. APPLY 15'/[0• BEND IN a LLMOUTH TO ASSURE SMOOTH CURTAIN ENTRY. FAILURE TO FLARE GUIDE BELLMOUTH WILL RESULT IN CURTAIN SCRATCH NG ANDIOR DAMAGE. a Attach Commercial Brackets to guides, locating lop surface of bracket 2' below top of gcdo. Use 2 GachY. -20 x P rznlago bolta, 1IA-20 eenaled Santo hex nuts andMi Bat Washers porbmckel fortensionarand the non-lensioner (drive) and far puslwp aperal m. Sea Figure 5. ONOW DOOR DRIVE OPERAAONMAY BE INSTALLED ON ERNER ENO OFDOOR ASSEMBLY 0 No.T788 * ; *. t STATE OF r 4�zi%/¢ COMMFRCUIL -- BRACKET 11 kr-20 SERRATED FLANGE HEX NDT - k TOPOFGUOE — h: FLATWASXER FIGURE 6: TENSIONER END (LH Shown/RH Opposite) AGES ( NRIAGE BOLT GU X BELLMOUTH GUD -. ONor : FOR MANUAL PUSH-UP OPERATION, SPACERS ARENOTPROWDED OR REQUIRED FOR COMMERCIAL Bt ACKETMOUNT. o Reduced Eland Chaln 0dva: Attach Commercial Brackets to Dudes, locating top surface of bracket 2' below cap of vide. Inslag dine bracket wft h 2 eadhYa-20 x 131' cartage bobs• Y -20 serrated Range hex tmis andY' Bat washes. A ken 1 eadhY' O.O. XY' long sparer tubes between guide and bracket at each bolt location. Sea Figure B. o Jack Shah Molar Doom Attach Commercal Brackets to guides. locathg top surface of bracket 2'belowtop of pddo. Install drive bracket with 2 eackY.-20 X215"cartage boBs,Ya- 20 serrated Barge hex nu0 and&Ratwashers.I serl 1 each 1 Y: O.O. X 1 Y' long spacertubas between guide and bracket at each bolt to alkm. See Figure G. o Pantheon Molar Ooaradon: lnslall drive brecketwhh 1)'spacing between aulsldo of gdde and inslde of bracet Is spacers are prodded f(aft appItallan. Locate top surface of braciret2' below top of guide. See Figure B. (Spao m not provided) TOP OF GNGE CARRIAGE DOLT h'tK )is COMMERCIAL BRACKET WIDEBELLMOUTIt-- V . 0 .p - h -FLATWASHER SPACER TUBEISI O O 0 �0 SERRATE FLANGE XIX NIR GUIoe FIGURE 6: DRIVE END (RH ShownlLH Opposite) STEP 4: GUIDES AND BRACKETS TO JAMB o Brackets and guidesmusl be agached b jambs using fasteners as spedrred N Table 1. TABLE 1: GUIDE & COMMERCIAL BRACKET FASTENERS <: 71>~M1f�' c; ,-+1'AMH';" _ • MI NEHS•'.. DillSi Steel ex Boltand Nut sCOnaetear Poied Blodc rs Wedge -Bolt PONem; )5.01318Steel EKS Screw N neConueteorFOedBlodc Wedge -Bolt PMM f 15. 81318 VFRIFYOPEt4IP1GWIDTH�A�N��lE1GHYEEFDI�EIN$TN11j4GG�ID'ES' pNOW: DOORASSEMBLIESARE MANUFACTURED PER OPENINGWIDRISAND HEBHTSSPECWEDATTIME a FORDER. JANUSRTTERNAMONAL WILL NOTASSUMERESPONSIBRJTYFOR oPENWO WIDTHS OR HEIGHTS irm rD0 NOT MATCHTNOSESPEGRED ATTIME OFORDER. a Guides to be mounted osnterad about the opening. Back cfgulde piaoamenVmoawremanl(mm Iamb edge is 4Y'perstde. Overall back ofguide to backorguide measurementtD be Opening Widlh.8)V. See Bgum T. oPFrnNGsnmx.eY — .. 1. FIGURE T: GUIDE PLACEMENT ���,,(�� Fi �•D,,�0 p�; �O y o THREE MOUNTING OPTIONS ExISTANDARE DICTATED BY JAMB TYPE AND/OR THICKNESS �•�� i.* _ *' •: a OPTION 1:Stee1)ambs3ly or. greakar.Y-74z1•segdkllrmggapping scmwsallce of gulch, See Fgure� } �A OF •it a OPTION t: Masonry Wmbs.s/'x4•Powers Wedge Half atInside of guide. See F'kpre9 !. Ow ti.'IORI�f _QVi OPTION 3: Stem Jambs less than sAa dJckness Y -14 x 1• self dMI gnapping saevn ak toa and inside of guide. Sae FIguke 10. Ns • 41Z1 '.-p N'GEIF ORp1LVG i SCREW 'y eTEE1 J• 4a iWGpVESG P Mink LfNfERS r _ 0PENWGWDTH-8-, -- — — - FIGURE B: GUIDE MOUNTING -OPTION 1 • � f aIr EJa9i1NG C0Nrl�TE 0H FaLEO BL0CKAIMS9 I' ._... as,CPOWERSWEDGE BOLT I � ( I .• OPENINGWUM-BY ..... FIGURE 9: GUIDE MOUNTING - OPTION 2 T P,: — MaSTINGUABI _ ,.,. hr I41'CHF0PBLING. _ . 9EPI P MB%CEMF% r r I I r GPEwNGvnGTR.ey - FIGURE 10: GUIDE MOUNTING - OPTION 3 oInstanyuWespermonNngopdcndefanlhel applies to spedilcinslanalinapponnons. See Flgure a. 9",a. e Install guides and brarkem With fasteners supplied, which should match dmse mfemnced an Page B. Table 1. �� (� • ao...• / i]Nom: F/gem 11abelow astoner Ppo bMcAal mountm steel jambs vla mounting plefes. Refer to Peg a S, Thbm 1 for I' GEN appmpdah Rsfmsrrypo psrjamb type, r 0 SV d ? No.778s STATE Cf a .!ipR10?vim: S�MALw\i� . 3--. E TWfSNER MOUNRNGPIATE - CCMMERCMBRACmET V90 III"}�- ... 3.2i P TWe R �Y/U N/J/'T.�-•� 4-/=�U V a-,,-msl+: NE"EJUD am FIGURE 11: COMMERCIAL BRACKET TO WALL (STEEL JAMB) LL JElw STEPS. PUSH-UP TENSIONER ENO - FLOOR LEVEL INSTALLATION o Rotate lenslaner m1mrse ann towards wati. o Slide tensioner ova mde, with snow potnMg toward wag, until approximately 2 %" of an Is ousslde of lenilona. Allow release am to rotate back towards starting position. See Figure 12. o Tighten set screw when In plow. A 15- FIGURE 12: TENSIONER TO AXLE STEP 6. PUSH-UP NON-TENSIONER END -1 LOOR LEVEL INSTALLATION e Slide stamped ado support over ode, with artaw pair „S toward wall. Sea Figure 13. o Side Stamped ede wagon over ade anal epprodma 9y2 %- of arta Is outside of stamped r de wppon. o Tighten setsmewswh=ln plain. UM `111111111I/1,F0 ,��� H. D(,r0 I% srameounssucaonr z'f N, TT� . 11 ; *' #- i STATE OF l a� OR10P ,wN FIGURE 111 STAMPED AXLE SUPPORT TO AXLE ¢/21 STEP 7a: REDUCED HAND CHAIN DRNE END -FLOOR LEVEL INSTALLATTON O Fasten ash dng 9earbdnPn using3eaN�-16X1J4•gmda6hex balLsaM �-bck washem. o Ireton 2 each %. iB x 10 squaw heed set acrom In the Unaded holes In the ®d axle suppom Them will be tightened against tha axle later. O Slide castaxle supportOwer axle Mlil aPPtoximalely 2 Y,'Ofaxle is outside ofeast"a suppod. See Figure 14. DRUM e Tlhten set e e"when in pleas CASTAXLESUPPCKr 2-3.-16 X J SOl1ARE HFAO SETSCREW, - . -a-ayLOCHWAI MR 1O B OE5H x ORAOEa XEx BOLTS FIGURE 14: CAST AXLE SUPPORT AND CAST RING GEAR TO DRUM ASSI )ABLY STEP 7b: ELECTRIC OPERATOR DRNE END - FLOOR LEVEL INSTALLA7/0N o Locale 3 each V OD. x 2 V long spacer tubes and struts between 72 tooth sprodet and drum. Attach eProduel wmh 3 each %-16 x 3 r grade 5 hex balls and V lock vmsners. e Slide slamPed aide SUPPOR owns ekie, with emm poI,Mg lowerd wag, umg eppmxbmelely 1 %• of skis Is outside of stamped axle suppod. See Figae 15. o Tlghlen set screws whenW place. M 2-SETSCREW STAMPED AXLE SUPPORT b GRADES MEX BOLTS 0 r AXLE 0 1 0 ®----3-ae-LOCI(WASXFA FIGURE 15: EO KIT TO DRUM ASSEMBLY 3-1'0.0.2ae LSPACER 3-STRUT �s�� �O ,EM3F+,.•,� i STATE OF r STEP 7e: PANTHEON DRIVE END - FLOOR LEVEL INSTALLATION CAST IRON SADDLE ANCHOR aRAO(E'T WON STEEI.TUBESINSERTED in DRUM rrA,n 1 SH PINGWRAPAPADDING PANTHEON COI MERCIAL ROLLING DOOR I PERATOR FIGURE 16: PANTHEON BARREL ASSEMBLY STEPS: RAISING DOOR ASSEMBLY ONTO BRACKETS o Se(oro filling. Manl6adam bar at 12 o'clock Position.i 6%%%I1111/I jj o Raise dam using aa ntorl sudngaProtective berdarNmaNtalnedbetween productand ay '•'••••• surface or object that Itmay comeInto mnumwilh y Oyr'1ENS`� o PodUan dam on brackets vAN lefts1cw and Bile support resting safety on top of commerdal bracket flange. See Figures 17.20 fmappmpdate ddae type appitratioa. I Doshould be Positioned as dssbl ose as poe to the header and still be able to rotate and clear bottom bar. 7: STATE OF Dam o Each end of door should be equal distance from Ne header and Out amain must be centered in the opeNng. �iO�� ORIDA 4Z � �1SEAp„PR�P TE11�flNG'EO�P,h1ENF�SND',�G. E'`T��Ng . PROCEDURES TO6 IOD �{, '. �. .._ � , AMfiCQ,St;Rt¢]iS�NJURYDRrDEp 11 -e FLAT WASHER —4 •°e LOCKWASHER 4?.-/5ali CRAOESMEx BOLTS STEP 9a: REDUCED NAND CNA1 V DRIVE END o Almchmstaxiesupportmcommerch bracket using %-18■2/a grades hex bdb N'lock esherand3'a'flalwasher. a Position Nam hotst assembly door Fackel next to east axis support and aeach to doorbnche usmg2 each %- 16 x Wgmde 5 has bolls. 3s'Ink eshvs2nd3r Bat washers The spur gear on the had; wig engage with the Internal teem Ofthe pm ittUdy insl M and Mg gear. See figure 17. Conned cast aide support bracket to t de of chain hoist &Ag %- I6 x-Y' hexboh andV led washer.See Rgure 17. v Feed hand chain overcham pocketwl xJeMthmughhdsL Conned ends othand chain, being ra 1Mnotmbwstcham. Hand chain may be lengthened or sha Hoed as necessary. o Instae hand chain keeperon wag orlat In. FIGURE 17: CAST AXLE SUPPORT TO BRACKET DO NOT REMQVEVIIRAE'pING E,�tQ�A9YAl3QFOh![IL11STt7UC.x�q,TO DO $I ; STEP 96: ELECTRIC OPERA 'OR DRIVE END o And, stamped aide support to h Immenial bmdrel using 2 each %-16 x2/: grade 5 bar. bah,% oN washer and W flalwasher. See flgum to. - SMIPPOIG W W W b PADDING 1` 2-'e FIATWASHER Q .2-V LOCKWASHER 2= BO 5HE GRADE a HEX BOLTS FIGURE 18: STAMPED AXLE SUPPORT TO BRACKET • • � � s.•18VBOLT STEP 9C: PANTHEON DRJVE TND Alfarh anrhorbrsd et to commeP al tved<et using "alt and 2 earh %.16 Lange nuts and V flatwar mts. Sae Fgure 19. SHB'PWG WRAP a PADDING ANCHOR BRACKET MMER 2-3.-16 FLANGE NUTB FIGURE 19: PANTHEON ASSEMBLY TO BRACKET STEP 10: TENSIONER END I AhadttensiOMWaammerdalbraaetu5F92wch%-18K'YegmdeS hex bolts. 3e'lork washers and3'e Bat Washers. See Flgm 20. s 4 •, % �? .......soy v�GENS '':: i ° spy; 9�' = No. 7768 * • AT. : .k 5 STATE OF SHIPPINGWRAPSPACCMO— o•� :,�OR10P.r ��W`� 2-3: FLATWASHER, . s•• •..•..•r 2 'i LOCKWASHER , Al i]J7AI, , 11 ` ORADE6HEKBOLTS FIGURE 20: TENSIONER TO BRACKET STEP 11: SETTING INITIAL SPH, VG TENSION o With bottom barat 12ddodrposdon rolatodoortavardswaCIX revolutions. e While firmly holding door at bottom ba , al packaging thatsecures tlw door. Direct bottom barlmo gWdes, st ppinghislbolowheadstoparoa, See Figure 21. FIGURE 21: DOOR ASSEMBLY, TENSIONER SIDE - , STEP 12: HEADSnP INSTALLATION r .. o SIdeheadstopint headstup holder, dNng up hates on eadr.Agachhead —. ig'2bob ondj kck washeras sh wnInFg"7 •i s'i NIX 9(AT lhl ( .. � •i LOO(WASNER ._- .— . ^a. _ ..... ... t HFAbSTOP _ •. HEADIM)P HOWER — .... 0 I 13 F- FIGURE 22: HEADSTOP TO GUIDE +� y GEN$F;q•.v� * r NO.7768 _ C STATE OF �'� � � s •� ORIOP,.� � fY STEP 13: SUDELOCKAS EMBLY INSTALLATION • Lower bottom bar and insW s de tact and step plate using 2 eamY•20x1-hesba0s,V,s tgheamrb,Y-flatwwhenand Y-20ny1on Immrlhexmltso Mat both endsofbovam bar. See Figure 23. o Transfer the Y.-20 xY-caldal Ibolts and Y-20 warded flange hex nuts that were removed Ira n both ends of the bottom bar re are 2 hates el the canter of the nttom barand angle. e ForpushAm operates only. In ar mpe In ma of tha hales si the cenlmef Ne horconfal leg o/d hbotombarangia. 2-5ri HFX?W SUOELOCK STEPP TE - 2-Y AT WASHER 2-t.x20N- IruERTNUTur r 2-': x1 HEx BOLT FIGURE 23: ATTACHING SLIDE LOCK ASSEMBLY STEP 14: DOOR OPERATION CE Note: Betare cycling door Is test doproPemtlop, assure that al//estanars and satserews are OghtanM ondseeudl 1 ageompananss. o Cycle doorby raising and Imvedng dam to Its hdiydosed and fully opened position. 1 Set limns ofelecbipaliyeperatt d dome at this U, o Evaluate spring tension. If adjustments to spring am required, proceed to Step 15. STEP 15: ADJUST SPRING TENSION e Before Increasing ordecreasing spring terries. loosen s/.-16 square headset screws In fensloner and sde support at be I ends of door. a INCREASING SPRING TENSION: At fensloner end. using pipe wrench, estate mde/pipe wrench away from wad le rease tension tnY.-Y run increments. Allow ade/pipe wrench to use bark towards wall untl tensonerse .ums anda mlation.Reset set screws and reevaluate spring tension by cycling deer. 7 DECREASING SPRING TENSION: Al tension end, using pipe wrench, rotate axle/pipe wrench away Iron, wan still, y. Holding this peUton, notate tensioner release enn towards wait CamMy allow,agaNrtmmh m mmm tow m, : wall in%gum increments. Whte holding this position, aUaw tensi=ermiease arm m mtele hack In bs sen tg posi6cr. Camhdly nnoe a delpipe wrench to ease back until tensimer secures axle rotation. Re eghten s n screws and m.,valuate spring mnslon by cycling dam. ��IIJCREASRJG;tlf2AfiCREliSING SPRING TWSIb�PI01,U$f; ' %nC. ,$E�O,�IE F(YOMe}FNS,I,ONEFfSIGE�,-.: O3;2'2l�SEIy10LaL:....n. ISTEP 16., WARNING LABEL 0 Apply warring lebol at a readable height on the don side door guide mjamb. DECREASE p;axi SWNG TENSION 0 D evr .RUNG a • 2ENSM 0/ v 1/172018 Florida Building Code Online BCIS Xome Ing In j 1s 1915tratbn I Xot Topbs I Submit Sun aMe ! StatSAFaar pub0ouons FBCstaff agssne Map 110M I Search db a r j;�y Product Approval I u.,.kuser pmEn[IAggheVdh Menu> PmMRor AoaAa[bn Searc> poo0raaon lkC> Appikanen Detail .. - FL 6 FL17940-R5 REVIEWED FOR _` deoType Alfflmnatlon Code Version 2017 CODE COMPLIANCE w, Application Status Validated STo g IL Y CIE COUNTY Comments lJ SOCC Archived Product Manufacturer Pocahontas Aluminum Company, Inc Address/phone/Email 2001 Industrial Drive Pocahontas, AR 72455 (870) 892-3689 kakins@pocahontasaluminum.com Authorized Signature Ken Akins kakins@pocahontasaluminum.mm Technical Representative Andy McAfee Address/Phone/Emall 20DI Industrial Drive P.O. Box 755 Pocahontas, AR 72455 (870) 892-3689 Ext 101 amcafee@pocahontasaluminum.com Quality Assurance Representative Jason Summers Address/Phone/Emall 2001 Industrial Drive P.O. Box 756 Pomhuntas, AR 72455 (870) 892-3689 Ext 108 )summers@pocahontasaluminum.com Category Windows Subcategory Single Hung Compliance Method Certification Mark or Usting Certification Agency Keystone Certifications, Inc Validated By Keystone Certifications, Inc. Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA 1011I.S. 2/A440 2005 AAMA(WDMA/CSA 101/I.S. 2/A440 2008 Equivalence of Product Standards Certified By 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. . httpslAw .faddabuilding.org/pr/pr app dtl.aspx?parem--vGEVXQwtDgv4i9SW.2bUQFrPxv4AKQgkPhull6VYNOMwBhUUAlbBlzSAV.3d%3d 12 - 7r1 /lLUtB Florida Building Code Online Documentation fmm approved Evaluation or Validation Entity Yes No N/A Product Approval Method Method 1 Option A • a Date Submitted 01/15/2018 Date Validated 01/15/2018 Summary of Products FL # Model, Number or Name Description 12940.1 100 VS Vertical Sliding Window 40 x 63 Aluminum Flange Frame. 41-3/4" x 64-5/8° flange tip to tip measurements. IJmits of Use Certification Agency Certificate Approved for use In HVHZ: Na EL12940 R5 C CAC 757-102CAR.ydf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 01/25/2020 Design Pressure: +15/-15 Installation Instructions Other: Windows must be glazed per ASTM E1300-04. FL12940 R5 II Installation Method Aluminum Non -Insulated Maximum shim height 1/4". Wlndow.odf Verified By: Keystone Certiflcatlons, Inc Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 1.2940.2 100 VS Vertical Sliding Window 30 x 30 Aluminum Flange Frame, 31-3/4" x 31-5/8' flange tip to tip measurements Llmi of use Certification Agency Certificate pproveid for use in HVHZ: No FL12940 R5 C CAC 757-131CAR.odf Approved for use outside HVHZ Yes Quality Assurance Contract Expiration Date Impact Resistant: No 11/30/2020 Design Pressure: +35/-35 Installation Instructions Other- Where water penetration resistance Is required, FL12940 RS 7I 30x3O window Installation odf positive design pressure Is limited to 15 psi. Windows must be Verified By: Keystone Certifications, Inc. glazed per ASTM E1300-04. Maximum shim height 1/4". Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: "ntaR III I: 2601 Blair Stone Read. lallahl,me R 323W Phone: a50-487-1824 The State of Ronda Is an AA/UO employe. Sam/naht 2007-7013 State or Mrda :: Pdysa Statement :: Accanibllhv Statement :: Refend Statement under Florida law, ema0 addresses are pubic mends, If you do not want your e-mall address released In response fa a public-rermds request, do not send electronic mall to thuf andty. Instead, contact Me an. by phone or by tmdl0onal malt If you have any questions, please contact 850.4u.1395. -Pursuant to section 455.275(1), Ronda Statutes, eneCtlye October 1, 2U12, Vatusees Incensed under Chapter ass, M musk pmvlde the Department with an email address If they have one. the emaas prwlded may be used (or official mmmunimOon wan Me Pound..-faxeuer emai addresses are public record. If you do not wish bo suppb, a Mmore • address, please pnntlde Me Department with an email address whk can be made an,aflable to the publlu 1b didwndina If you are a hcomee under cnapte 455, FS, please ack here . PmduR Approval A.ptst M qM4 M Credit Card Safe httpslAw .fladdabuilding.orgfprtpr app_dU.aspx7parani=wGEVXQwtDgv4ig5T%2bUQFrPxv4AKQgkPhuliBVYNOMwBhUUAlbBlzSA%3da/a3d WrJ 4" MAX FI CORNERS INSTALLATION ANCHOR DWN BY: AMM CHK BY: KEA DATE: 10/13/15 INSTALLATION METHOD ALUMINUM NON -INSULATED ELEVATION & ANCHOR LAYOUT TITLE: KtVISIONS TITLE: IxSTAIUI08 ALUMINUM NONANSUSATEO_ I NO.1 DESCRIFMON BY DATE PIIEPAREO BY: POCANONYAS ALUMINUM COMPANY, INC 20011NBUSTRIAL DRIVE POCARONT4 AR 70455 PH:870.891-3089 FAR:836893.9858 HEIGHT ITYP 4" MAX FROM CORNERS TYP wVnNB OR I J OUPUCATIONIS `ROHIWRIU 1TFRUMMO N WRITTEN PREM55ION A FaOALUMIN ALUMINUM COMPANY,ING Ii r 2 X BUCK 1 I, MIN'EDGE.DISTANCE INSTALLATION METHOD ALUMINUM NON -INSULATED ELEVATION & ANCHOR LAYOUT — CAULK BETWEEN ' FLANGE & STRUCTURE (By Others) #6 x 1 5/8" SCREW " J MOUNTING FLANGE 11 C — V 1 1/2" MINIMUM PENETRATION SCALE: ION TON REVISIONS DIMENSIONS /-X" VMINUMNO METNOD CDUMOa AWMnNUMN MQRUMTED NO. DESCRIPTION BV DATE DUPUGTONIS Dlp/N BY: AMM EREvanona ANa+oR MrouY PaoxwMovmxaT PREPARED BY: WNttEN PREMMN �7\ CHK BY: KEA PO[NiONTASALUNNUMMMPANY,INC FROM POOANOMM � }� X01 MDUSTNALDN ALUMINUM /�—� DATE: 10/13/15 POCAxwN .AR )1A55 _ WMPANY.INC //, , V Px:B)0-05-Mg FM:8)085EA858 \1\_/"