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HomeMy WebLinkAboutProduct ApprovalFlorida Building Code Online https://www.floridabuilding.org/pr/pr app_dtl.asp... d b Stats & Facts Publicat Product Approval USER: Public User r Product Approval Menu > Producl. or A . licatk)r Search > Application .ist > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method FL13459-R5 Revision 2017 Approved Therma-Tru Corporation 118 Industrial Drive Edgerton, OH 43517 (419) 298-1740 rickw@ rwbldgconsultants.con- Vivian Wright rickw@rwbldgconsultants.con Exterior Doors Swinging Exterior Door Asserr Evaluation Report from a Flori Professional Engineer Evaluation Report - HarC 1 of 5 10/29119, 10:59 Florida Building Code Online https://www. floridabuilding. org/pr/pr-app_dtl. asp... Florida Engineer or Architect Name who developed the Lyndon F. Schmidt, P.E. Evaluation Report Florida License PE-43409 Quaiity Assurance Entity National Accreditation and Ma Quality Assurance Contract Expiration Date 12/31/2021 Validated By Ryan J. King, P.E. Validation Checklist - Ha Certificate of Independence FL13459 R5 COl a Certific Referenced Standard and Year (of Standard) Standard ASTM D1929 ASTM D2843 ASTM D635 ASTM D638 ASTM E1300 ASTM E84 ASTM G26 TAS 201, 202, 203 Equivalence of Product Standards Certified By Florida Licensed Professional FL13459 R5 E uiv a E uiv Sections from the Code Product Approval Method Method 1 Option D Date Submitted 0511512016 Date Validated 08/16/2017 Date Pending PBC Approval 08123/2017 Date Approved 10/1012017 Summary of Products FL # Model, Number or Name 13459.1 a. Therma-Tru Benchmark Doors Description Nominal 6'8 " impai Wood Grain" Fiber configuration) 2 of 5 10/29/19, 10:59 Florida Building Code Online https://www.floridabuilding.org/pr/pr app_dtl.asp... Limits of Use Installation Instru Approved for use in HVHZ: Yes cL13459 R5 it Approved for use outside HVHZ: Yes Verified By: Lynda Impact Resistant: Yes Created by IndepE Design Pressure: NIA Evaluation Repor Other: See INST 13459.1 for Design Pressure Ratings, any FL13459 R5 AE additional use limitations, installation instructions and product FI.13459 R5 AE particulars. Created by IndepE 13459.2 b. Therma-Tru Benchmark Doors Nominal 6`8 "Impa Wood Grain" Fiber (InswinglOutswing Limits of Use Installation Instru Approved for use in HVHZ: Yes iI35925 II (, Approved for use outside HVHZ: Yes Verified By: Lynda Impact Resistant: Yes Created by IndepE Design Pressure: NIA Evaluation Repor Other: See INST 13459.2 for Design Pressure Ratings, any FL13459 R5 AE additional use limitations, installation instructions and product FL13459 R5 AF particulars. Created by IndepE 13459.3 c. Therma-Tru Benchmark Doors Nominal 8'0 "Impa, Wood Grain" Fiber configuration) Limits of Use Installation Instru Approved for use in HVHZ: Yes FL.13459 R5II_. Approved for use outside HVHZ: Yes Verified By: Lynda Impact Resistant: Yes Created by IndepE Design Pressure: NIA Evaluation Repor Other: See INST 13459.3 for Design Pressure Ratings, any FL13459 R5 AE additional use limitations, installation instructions and product FL13459 R5 AC particulars. Created by IndepE 13459.4 Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: NIA Other: See INST 13459.4 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 13459.5 d. Therma-Tru Benchmark Doors Nominal 8'0 "Impal Wood Grain" Fiber (InswinglOutswing Installation Instru FL.7.3459 R5 II 6 Verified By: Lynda Created by IndepE Evaluation Repor FL.13459 R5 AE FL13459 R5 A_E=_ Created by Indep( e. Therma-Tru Benchmark Doors Nominal 6'8 "Impa. Wood Grain" Fiber configuration) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ Impact Resistant: Yes Installation Instru F-L13459 Rb II Yes Verified By: Lyndo Created by IndepE 3 of 5 10/29/19, 10:59 Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_dtl.asp... Design Pressure: NIA Evaluation Repor Other: See INST 13459.5 for Design Pressure Ratings, any PL13459 R5 AE additional use limitations, installation instructions and product E FL13459_ P5 AE particulars. Created by IndepE 13459.6 f. Therma-Tru Benchmark Doors Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: NIA Other: See INST 13459.6 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Nominal 6'8 "Impa Wood Grain" Fiber (Inswing/Outswing Installation Instru FI-13459R5 I! Verified By: Lynda Created by Indep( i Evaluation Repor FL13459 R5 AE FL13459 R5 AE Created by IndepE T B h k Doors Nominal 8'0 "Impai 13459.7 g. Therma- ru enc mar Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant. Yes Design Pressure: NIA Other: See INST 13459.7 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Wood Grain" Fiber configuration) Installation Instru FL13459 R5 II Verified By: Lynda Created by IndepE Evaluation Repor FL13459 R5 AE FL13459 R5 AL Created by IndepE 13459.8 h, Therma-Tru Benchmark Doors Nominal 80 'Impa- € Wood Grain" Fiber (InswinglOutswing Limits of Use Installation Instru Approved for use in HVHZ: Yes FL13459 R5 IE (; Approved for use outside HVHZ: Yes Verified By: Lynda Impact Resistant: Yes Created by IndepE Design Pressure: NIA Evaluation Repor Other: See INST 13459.8 tar Design Pressure Ratings, any FI-13459 R5 Air additional use limitations, installation instructions and product FI-13459 R5 AE particulars. Created by Indep( Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phon The State of Florida is an ANEEO employer. Copyrioht 2007-2013 State of Florida.:: Privacy Stater Under Florida law, email addresses are public records. If you do not want your e-mail address released in rE mail to this entity. Instead, contact the office by phone or by t€aditional mail. If you have any questions, plea: Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Dep provided may be used for official communication with the licensee. However email addresses are public recc 4 of 5 1.0/29/19, 10.59 Florida Building Code Online https://www.floridabuilding.org/pr/pr app_dtl.asp... provide the Department with an email address which can be made available to the public. Ta determine if yor Product Approval Accepts: rT 5 of 5 10/29/19, 10:59 INSWINGIOUTSWING GENERAL NOTES "IMPACr' 1. This product evaluation drawing has been developed in compliance with the 6th Edition (2017) Florida Building Code (FBC) including the "High Velocity Hurricane Zone" (HVI-12). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base matericii shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product complies with Section 1626 of the FBC and does not require or, impact resistant covering. 4. When used in areas outside of the "HVHZ- requiring Wind Lorne debris protection, this product complies with FBC Sections 1609.1.2 & R301,2.1.2 and does not require an impact resistant covering. This product meets missile level "U'and includes Wind Zone 4 as defined in ASTM E 1996 and FRC Sections 1609.I.2.2 & R301.2,1.2,1, 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry constructiton. 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 7. This product meets the water infiltration requirements for the "HVHZ". 8. Outswing configurations using Coastal Sill (item #] 9) &Composite Sill (item #16) under active doors meet water infiltration requirements for "HVHT'. All other configurations do not meet the water infiltration requirements for the "HVHT'ond shall be installed only in non-ho6tabte areas or of habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to 5111 is less than 45 degrees. SHEET# I 2 3 4 TABLE Of CONMNTS DESCRIPTION Typical Elevations, Design Pressures & general Notes Door Panel Details Elevatons Hozontal & Ver ical Cross Sections (2X Buck) 5 Horizontal & Vertical Cross Sections (I X 8uck) 6 Horizontol & vertical Cross Sections (Direct to Masonry) 7 Vertical Cross Sections (Thresholds) B Buck & Frarne Anchong F— Hardware Details 10 GI �ng DeOtafls 11 Com )nents 12— Bill of Materials ---- j CONFIG See Sh I ly, n DI EXTERK ' 11w INTERIOR )D) STEEL REINFORCEMENT (0-023- THK.) HORIZONTAL CROSS SECTION DIA. MAX, V-2 ) I Inc," DETAIL A -A STEEL REINFORCEMENT WRE-L R- -E-I N--F' 0 R C-E- M---E—N—T 28.86% OPEN (0,023" Thick Sic el) AREA MAX, 8 X 2.5'PFH WS (TYP. @ EACH DOOR CORNER) 36.9'MAX. DOOR PANEL WIDTH 0� �C!�R PANEL 40 K-� BOOK HINGE STILE (ENGINEERED WOOD) STEE 35,815'MAX. DOOR PANEL WIDTH ( I) r2 wi LD CL- 0 0 0 Zo CA, DOOR PANEL 41 � , H�rld ()oor 35.81 a PAr, iP (42-" NAM 0 g off- r .. Benchmark Door Pon, toptions shown are for Eull A io o / lro l configurc 2 E 17 rAIMUK 2 HORIZONTAL CROSS SECTION Shown w/ 2X Buck OutsvAng shown (Inswing similar) 1 VERTICAL CROSS SECTI, St ctwn w/ 2x uck Outswing shown (Inswing sir( 1-114 bvio, j i r r..) E 1 X Buck to be secured to masonry by others to I MIUK �2 HORIZONTAL CROSS SECTION Shown w/ I X sub -buck Outswing shown (Inswing similar) 40141142 6 EXTERIOR —SVhZEffwInMw/ IXCRb buck " Outsmngsh�JiningCsimi lu lu z cc 40141142 WERIOR V// ,�11111A INTERIOR 1 VERTICAL CROSS SECTION (6 WShow=n Direct to mosonr y outswing anty wl 4-9/16'jamb VShoRI fA' C' ' S C 0 '0 i Di _t outswing only wl 4-9116 DIRECT TO MASONRY MAX. DESI( w/ STANDARD STRIKE= wl SECURITY STRIKE = t 15 uviv. � I I 1 .1 �HORIZONTAL CROSS SECTION 6Shawn Direct to Meson Outswing only wl! 4-9/ 116' jamb 6—: Notes: 1. Sill Item #'s 32, 38 & 39 are attached to jambs w/ (3) #8 X 2-1/2" pth screws or (3) 2.Y staples at each end. 2. Sill Item #'s 16, 17, 18 & 19 are attached to jambs w/ (2) #8 X 2-1 /2" pfh screws at each end. 3. Sill Item # 15 is attached to jambs utilizing (2) # 10 X 2" pph SMS screws at each end. EXTERIOR 4 X41142 SEE NOTE 2 INTPPiOP PYT 1 VERTICAL CRC . Inswing Sill -_.__.__ o- £a � a 1 v ` G n 16117118119 7 n A A � a � � � a a 2 VERTICAL CROSS SECTION % Outswirac� Si11 /2" x 2-1/2" STAPLES JAMB TO HEAD DETAIL (TYP.) 4`'(TYP.) 2X BUCK ANCHORING 2XBUCK L (28) IXBUCK G C DIRECT TO m C26 MASONRY 2XBUCK 25 I X BUCK G 27 DIRECT TO MASONRY LATCH& DEADSOLT DETAIL Kwkset 2X BUCK L I X BUCK G DIRECT TO M MASONRY 9� 2X BUCK 25 1 X BUCK G DIRECT TO M MASONRY SUB STRIKE PLATE w 27 LATCH & DEADBOLT DETAIL schloge LATCH & DEADBOLT STRIKE DETAILS (Standard Deadbolt Strike Plate) SEE LATCH & DEADBOLI DETAIL STRIKE JAMB Loich and Doodt DEADBOLT STRIKE D (Security Doodbolt WkE CELLULAR I IT GLASS BITE GLAZING TAPE I" THK. GLASS 1/8r'TEMPERED GLASS 1/7'AIR SPACE 5/32- ANNEALED GLASS DOW 995 0,WL1PV8 INTERLAYER OR mm (SAFLEX OR KURARAY BUTACITE) SIKA 552 1187- ANNEALED GLASS cox 1-1/7- PPH SMS INTERIOR SWIGGLE GLAZING SPACER rG "\ GLAZING DETAIL t life Frame Door Panels & Sidefites �j) ALUMINUM FRAME Nurninum Impact life Frame Door Panels & Sidefiles 20-86'D.L.0, WIDTH I 0- !Eca b C4 cli #iOX 1-1/2"PPHSMS (TYP.) (TYP) ALUMINUM LITE FRAME (2 INSWING THRESHOLD —Composite Adjustable 7-3/4" Sill INSWINC, THRESHOLD Insuring Composite Adjustable Sill INSWING THRESHOLD Insuring Comp®slte 5tabie Sill IIJIIUIC ACCESS THRESHOLD �0 ci 2.44" WOOD JAMB 4.56" OUTSWING THRESHOLD 16' Composite Sill 4.56' . . . . . . . . . . . . /', MINING THRESHPI 19 composite 511 1 IV' - ��EEP 0 BILL Of MATERIALS ITEM DUCWTION MATERIAL ITEM # DE A I X BUCK (SG >= 0.42) WOOD 25 B 2X BUCK (SG >= OA2) WOOD 26 c 1/4" MAX, SHIM SPACE __27 LA. D 1/4'X 2-3/4!'PFH ELCO OR ITW CONCRETE SCREW STEEL 28 DE E MASONRY - 3,000 PSI MIN, CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 28A DE 28B DE G 3/16!'X 3-1/4!'1TW CONCRETE SCREW STEEL ­ 29 4' 1/4" X 3-3/4" PFH ELCO OR ITV CONCRETE SCREW STEEL 32 1 ' N L # 10 X 2-1 /Z'PFH WOOD SCREW (I. I 5"M1 N. EMB EDMENT) STEEL 38 IN. M 3/16" X 2-1/4" ITW CONCRETE SCREW 3116'X 2-3/47 - W CONCRETE , RETE SCREW STEEL STEEL 39 40 IN: D( N --- IAMB (FINGER JOINT PINE) WOOD 41 D( 2 JAMB (FINGER JOINT PINE) WOOD--- 42 Dt 6 WEATHERSTRIP (MEDIUM REACH) FOAM 7 WEATHERSTRIP (LONG REACH) FOAM 8 _SWEEP VINYL 9 SWEEP (USE W/ MODERATE CLIMATE THRESHOLD) VINYL 10 SWEEP (USE wl PUBLIC ACCESS THRESHOLD) VINYL 15 PUBLIC THRESHOLD ALUM 16 _ACCESS OUTSWING THRESHOLD ALUM/COMP 17 OUTSWING THRESHOLD ALUM/COMP 1 -1 8 OUTSWING THRESHOLD- ALUM/COMP I - 9 OUTSWING THRESHOLD ALUM/COMP22 #8 x 3/4!'PFH WOOD SCREW STEEL 23 # 10 x 3/4'PFH WOOD SCREW STEEL 24 # 10 x I" F`FH WOOD SCREW STEEL R W R W Building Consultants, Inc. BConsulting ;md Ergintering Servjcc� for the Building Industry P.0 al x 230 Vitinro, Ft. 33595 fllim; 8 13.659 9 1 q- RwOa Soijrd ofAWhonzanoik No, 9813 Product Sub Category Cato 11 Manufacturer Product Name Swinging Theima-Tres Corporation Thierma-Tres Benchmark tamers Exterior Doors Exterior Door 1118 Industrial Dr- *"Smooth Surface" or" Wood Grain" I Assemblies Edgerton, OH 43617 Glazed "Impact" Fiberglass Door Phone 419.298,1741) —Inswing/Outswing Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc, and Lyndon F Schmidt, P.E (System 0 1998) for Therma-Tru Corporation based on Rule Chapter No. 61 G20-3, Method 1 D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: li. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the "High Velocity Hur6cane Zone" (HVHZ). 2. Product anchors shall be as fisted and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing Or Stucco- 3. When used in the "HVHZ" this Product complies with Section 1626 of the Florida Building Code and does not require an impact resistant covering, 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection, this product complies with FBC Sections 1809, 1 .2 & R301,2.1-2 and does not require an impact resistant covering. This product meets missile level "0" and includes Wind Zone 4 as defined in ASTM El 996 and FBC Sections 1609,1,2.2 & R301,2.1.2. 1. 5, For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction 6. Site conditions that deviate from the details of drawing FL-13459,5 require further engineering analysis by a licensed engineer or registered architect, 7. Outswing configurations using Sill numbers 17 & 18 meet the water infiltration requirements for the "HVHZ" All other configurations do not meet the water infiltration requirements for the "HVHZ" and shall be installed only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. S. See drawing FL-13459,5 for size and design pressure limitations, Supporting Documents: 1. Test I EL 0 1460030 TEL 0146,0144 2, Miami -Dade NOA 15-1201.11 16-1117.01 Test Standard TAS 201. 202 F. 203-94 TAS 201, 202 & 203-94 Testin ILak �rato � Signed wry Testing Evaluation Lab, Inc, Wendell VV Haney, P E Testing Evaluation Lab, Inc. Lyndon F, Schmidt, P E. Materials Saflex PVB(R� Interlayer (Eastman Chemical Company) Trosifol PVBq) Interlayer (Kuraray America) 3. Drawing No. RttRgred by No, FL-13459,5 RW Building Consultants, Inc. (CA #9813) 4, 221 ulations EPrMpAred b Anchoring RVV Building Consultants, inc. (CA #9813) ASTM E 1300 Glass Load Lyndon F. Schmidt, P,E, 5. Qua gwyiy_Assuran�� Certificate of Pariidpation i3sued by National Accreditation and Management Institute, certifying that Therma Tru Corporation is maOufaclufing PiOeucls Within a quaiilY assurance program that complies with ISOIIEC 17020 and Guide 53. Signed & Seated by Lyndon F Schmidt, P.E. ........ S ined &Seated Lyndon F Schmidt, P.E. No 43409 Ile STATE OF 0�...... Lyndoii F. Schmdi, P,E, FL PE No4340-q 1ONAi- Sheet 1 of 1 R W Building Consultants, Inc. Cor)sulting and Engiaperiiig Services ibr the Building Industry ROC Box 230 Valricu. FL 33595 Phone 813.659.9197 Florida Baud of Prol6sional Engineers Cmificatc of Augiorization No, 9S 1 -1 Manufacturer Plastic Materials Testing Therma-Tray Corporation Poiyurethane Foarn Core 118 Industrial Drive Fiberglass Door Skin (SMC) Edgerton, OH 43517 Lite Frames (SMC, BTS, PVC) Phone 419.299.1740 Scope: Plastics testing performed for Therma-Tru Corporation, malefial Test Report No Test Standard 'restigg Laboratory _Signed by Polyurethane Foam Core ATI 67508-01-10,5-18 ASTM D 1929-126 ATchilectutai TesljW Lab Joseph A Reed. P,E Polyurethano Foam Core 15427-107362 ASTM E 84.00a Om"a Point Lab. John W, Dougherty, RE, Fiberglass Door Skin (SMC) TEL 01 460a36-A ASTM D 635-03 Testing Evaluation Lab. Lyndon F. ScbmidL RE, TEL 01460336-B ASTM 0 IW9-96 Testirig Evaluation Lab, Lyndon F Suhmidl, RE. TEL 01 460336-C ASTM D 2843-99 Testing Evaluation Lab, Lyndon F. Schmidt, RE BTS Lite Frame TEL 01460337-A A$TM D 635-03 Testing Evaluation Lab. Lyndon F, Schmidt, P.E. TEL 01460337-6 ASTM D 192996 Testing Evaluation Lai). Lyndon F. Schmidt, P.E. TEL 014603a7-C ASTNI D 2843-99 Testing Evaluation Lab, Lyndon F. Schmidt. P.E. SMC Lite Frame TEL 01450338-A ASTM 0 635-03 Testing Evaluation Lab. Lyndon F. Schmidt, P.E. TEL 01460338-8 ASTM D 1929.96 Testing Evaluation Lab. Lyndon F. Schmidt. P.E. TEL 01460338-C ASTM D 2843-99 Testing Evaluation Lab, Lyndon F. Schmidt, RE, PVC Lite Frame TEL 01 41OQ339-A ASTM D 635-03 Testing Evaluation Lab. Lyndon F. Schmidt, P.C. TEL 01460339-B ASTM D 1929-96 Testing Evaluation Lab. Lyndon F—Schmidt, P E. TEL 01460339-C ASTM I) 2843-99 Testing Evaluation Lab Lyndon F. Schmidt P.F. Expos,�d Plastics ETC-01-741-11075.0 ASTM D 638-96 ETC LaboraWries. Inc. Joseph L. Doldon, P.E. MKS, SMC, PVC) ETC-01-741-1 1076,2 ASTM 0 638-96 ETC Laboratories, Inc Joseph L. Doldon. P E. ETC-01-741-10921.0 ASTM D 638-96 ETC Laboratoiries, Inc. Joseph L Doidom P,E, STTS00001 ASTM G 26.95 Sub -Tropical Testing Lan Hicks, VP STTS la9-0513,01 ASTM G 7-97 (5 yr. exposure) Sub -Tropical Testing Lon Hicks, V.P- §quivatencie of Standards Test Standards Used ASTM D 635-03 ASTM D 635.10 ASTM D 638-96 ASTV, D 638.03 ASTIVI D 192i-96 ASTM D 1929-12 ASTM D 2843-99 ASTM 0 2643-10 ASTM E B4-00a ASTM E 34-13a ASTNI G 26-95 ASTM G 155-05a The products referenced above have been tested to the standards listed. It has been determined by Lyndon F. Schmidt, RE and RW Building Consultants, Inc, that the tested standards are ecloovalent to the referenoed test standards as adopted by the 6th Edition (2017) Florida SuRding Code. Florida Building Code Online Page 1 of 3 iidr:2:foWd#:c - Wy.'+='�u'' t{c '�&v� BMS Home Log In f user Registmdon ! Hot Topics Submit Surcharge Stats & Facts Publications Contact us BCIS Site Map Links Search d. N Product Approval r 4 USER: Public User Product Approval Menu > Product or Application Search > Application Lipt > Application Detail FL # FL14569-R10 Application Type Revision Code Version 2017 Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer 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 Product Approval Method Date Submitted JELD-WEN 3737 Lakeport Blvd Klamath Falls, OR 97601 (800)535-3936 fbcl@jeld-wen.com Rylee Sumner Fricks fbcl@jeld-wen.com JELD-WEN Corporate Customer Service 3737 Lakeport Blvd. Klamath Falls, OR 97601 (800) 535-3936 customerserviceagents@jeld-wen.com Exterior Doors Swinging Exterior Door Assemblies Certification Mark or Listing National Accreditation & Management institute National Accreditation & Management Institute Standard TAS 201 TAS 202 TAS 203 Year 1994 1994 1994 Florida Licensed Professional Engineer or Architect FL14569 R10 Eauiv ASTM E84 Equivalency Letter SS 2017-08-31.ndf Method i Option A 05/13/2019 httpsJ/floridabuilding.org/pr/pr_app_dtl. aspx?param—wGEVXQwtDquxTV Bj riRc Yg%2... 10/29/2019 Florida Building Code Online Page 2 of 3 Date Validated Date Pending FBC Approval Date Approved Summary of Products 05/15/2019 05/17/2019 FL # Model, Number or Name Description 14569.1 Contours Steel, Wood Edge Full Lite Door, Outswing, 6'-0" x 6'-8" Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL14569 RIO C CAC NI006255-R9.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 09/30/2027 Design Pressure: +60/-60 Installation Instructions Other: Product must be installed per manufacturer FL14569 R10 II JW0509103 Installation.pdf instructions as stated on drawing 1WO509-03 Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL14569 RIO AF PFR3392.odf Created by independent Third Party: Yes 14569.2 Contours Steei, Wood Edge Full Lite Door, Inswing, 6'-0" x 6'-8" Limits of Use Certification Agency Certificate Approved for use in HVHZ,: Yes FL14569 R10 C CAC N1006255.02-R4.odI Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 06/30/2027 Design Pressure: +60/-65 Installation Instructions Other: F1 i4569 R10 II JW0509-04 Installation.odf Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL14569 R10 AE PER3393.odf Created by Independent Third Party: Yes 14569.3 Contours Steel, Wood Edge Full Lite Door, Outswing, 6'-0" x 8'-0" Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL14569 R10 C CAC NI006254 R7. df Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 09/30/2027 Design Pressure: +50/-50 Installation Instructions Other: FL14569 RIO II 3W0509-01 SS 2015-07-02.odf Verified By: Hermes Norero, 73778 Created by Independent Third Party: Yes Evaluation Reports FL14569 R10 AF PER3391.odf Created by Independent Third Party: Yes 14569.4 Contours Steel, Wood Edge Opaque Door, Inswing/Outswing, w/ or w/o Impact & Non - Impact Rated Glazed Sidelites, 12'-0" x 6-8" Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL14569 RIO C CAC NIQ12741-RI NIO12741.01-Rl.odf Quality Assurance Contract Expiration Date Approved for use outside HVHZ: Yes Impact Resistant: Yes 0413012028 Design Pressure: N/A Installation Instructions Other: FL145G9 R10 II 3W032012FL Installation.odf Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL14569 RIO AE PER3321.odf Created by Independent Third Party: Yes 14569.5 Contours Steel, Wood Edge Opaque Door, Inswing/Outswing, w/ or w/o Impact & Non - Impact Rated Glazed Sidelites, 8'-4" x 8'-0" Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL14569 RIO C CAC NI012740-R1.13df Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 04/30/2028 Design Pressure: +45/-45 Installation Instructions Other: FL14569 R10 TI 3W072012FL Installation.odf Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL14569 RIO AE PER3322. df Created by Independent Third Party: Yes 14569.fi I Contours Steel, Wood Edge I Opaque Door, Outswing, w/ or w/o Sidelite, 8'-11" x 6'-8" Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL14569 R10 C CAC N1011082-R3.13df Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 08/31/2027 https://floridabuilding.org/pr/prapp dtl.aspx?parain—wGEVXQwtDquxTVBjriRcYg%2f... 10/29/2019 Florida Building Code Online Page 3 of 3 Design Pressure: NIA Other: 14569.7 � Contours Steel, Wood Edge Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Installation Instructions FL14569 R10 II S-2104 Installation.Ddf Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL14569 R10 AE PER3398.pdF Created by Independent Third Party: Yes Opaque Door, Outswing, w/ or w/out Sideiites, 8'-11" x 8'-0" Certification Agency Certificate FL14569 R10 C CAC NI011096-R3 NI011096.01-R2.pdF Quality Assurance Contract Expiration Date 08/31/2027 Installation Instructions FL14569 R10_II_5-2.1.08-01.odf Verified By: Hermes Norero. 73778 Created by Independent Third Party: Yes Evaluation Reports FL14569 R10 AE PER3832.pdf Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EED employer. Corwright 70(17-7013 State of FloridA. vv Pl Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. 'Pursuant to Section 455.275 (1), Florida Statutes, effective October 1, 2012, 11censees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official Communication with the licensee. However email addresses am public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: M ML FM K,.tat M Credit Card Safe https://floridabuildmg.org/pr/pr_app_dtl.aspx?paratn=wGEVXQwiDquxTV BjriRc Yg°/o2f... 10/29/2019 BUILDING DROPS A Perfect solution in Every Drop Certificate of Authorization. 29578 Product Evaluation Report Of JELD-WEN, inc. Contours Steel Door, Wood Edge 24 Ga. Opaque Door & Glazed Sidelites Up to 12'-0" x 6%8" Outswingllnswing for Florida Product Approval Report No. 3321 Current Florida Building Code Method: Category: Sub — Category: Product: Material: Product Dimensions: 398 East Dania Beach Blvd. Suite 338 Dania Beach, FIr 33004 954.399.8478 PH 954,744.4738 FX contact@buiidingdrops.com 1-- A (Certification) Exterior Doors Swinging Exterior Door Assemblies Contours Steel Door, Wood Edge 24 Ga. Opaque Door & Glazed Sidelites Up to 12'-O"x 6'4" Outswing/lnswing Steel/Wood 149"X 81.875" (Maximum) Prepared For: JEF,D-WEN, inc. 3737 Lakeport Blvd. Klamath Falls, OR. 97601 Prepared by: Hermes F. Norero, P.E. Florida Professional Engineer # 73778 Date: 11/11/2014 ��♦ S F. 0 7 r n• TT �= �•• L Contents: ONi !o```�� Evaluation Report Pages I -- 4 Digitally signed by Hermes F. Norero, P.E. Hermes F. Norero, P.E. Reason: I am approving this document Florida No. 73778 Date: 2015.01.07 15:14:34-05'00' BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Manufacturer: Product Category: Product Sub -Category: Compliance Method: JELD-WEN, inc. Exterior Doors Swinging Exterior Door Assemblies State Product Approval Method (1)(a) Date: 11/11/2014 Report No: 3321 Product Name: Contours Steel Door, Wood Edge 24 Ga. Opaque Door & Glazed Sidelites Up to 12'-0" x 6'-8" Outswing/Inswing 149" X81.875" (Maximum) Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL # 73778) for JELD-WEN inc. based on Method 1a of the State of Florida Product Approval, Florida Department of Business and Professional Regulation - Florida Building Commission. Limits of Use: Hermes F. Norero, P.E. does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the current Florida Building Code. See installation Instructions JW032012FL, signed and sealed by Hermes F. Norero, P.E. (FL # 73778) for specific use parameters. 1. This product has been evaluated and is in compliance with the current Florida Building Code, including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Section 1609.1.2 of the current Florida Building Code and does not require an impact resistant covering. 4. Non -impact sidelites do require an impact resistant covering when used in areas requiring wind borne debris protection to comply with Section 1609.1.2 of the current Florida Building Code. 5. Site conditions that deviate from the details of drawing JW032012FL require further engineering analysis by a licensed engineer or registered architect. 6. See Installation Instructions JW032012FL for size and design pressure limitations. Hermes F. Norero, P.E. Florida No. 73778 Page 2 of 4 BUILDING DROPS 014 A Perfect Solution in Every Drop Date: 1 Report Na:o: 3321 Certificate of Authorization: 29578 Quality Assurance: The manufacturer has demonstrated compliance of products in accordance with the Florida Building Code for manufacturing under a quality assurance program audited by an approved quality assurance entity through National Accreditation & Management Institute, Inc. (FBC Organization #QUA1789). Performance Standards: The product described herein has been tested per: Referenced Data: • TAS 201-94 • TAS 202-94 • TAS 203-94 1. Product Testing performed by National Certified Testing Laboratory, Inc. (FBC Organization # TST1589) Report #: NCTL-210-3801-2, Report Date: 02/04/2012 Report #: NCTL-110-11987-1, Report Date: 04/06/2009 2. Quality Assurance National Accreditation and Management Institute (FBC Organization #: QUA1789) 3. Material Certification Miami -Dade RER Product Control Section NOA Eastman Chemical Company Saflex Clear and Color Glass Interlayer 4. Material Certification Miami -Dade RER Product Control Section NOA ODL Series "HP Polypropylene" White Material Component Approval Hermes F. Norero, P.E. Florida No. 73778 Page 3 of 4 //2A\\ BUILDING DROPS 4 A Perfect Solution in Every Drop Certificate of Authorization: 29578 Installation: 1. Approved anchor types and substrates areas follows: Through Frame Installation: Date: 11/11/2014 Report No: 3321 A. For two by (2X) wood buck substrate, use #10 Wood Screw type installation anchors of sufficient length to achieve a minimum embedment of 1.50" into the wood substrate. B. For concrete or masonry substrate where one by (1X), non-structural, wood bucking is employed, use 3/16" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. C. For concrete or masonry substrate where wood bucking is NOT employed, use 3/16" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. Refer to Installation Instructions (JW032012FL) for anchor spacing and more details of the installation requirements. Design Pressure: Design Pressure XX, XXO, OXXO X, OXO Outswing Positive 60 PSF* Positive 65 PSF* Negative 60 PSF Negative 65 PSF Inswing Positive 60 PSF* Positive 65 PSF* Negative 60 PSF Negative 65 PSF *Product has not been rated for water infiltration. 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