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Home My WebLink AboutPRODUCT APPROVALS�y A 1 r e r„ r t g �! r Florida Departmentd ens Home I Log In I user Registration I Hot Topic I Submit Surcharge Stats & Facts I Publications I FBC Staff I EC15 Site Map junks I Search Busines jaVERd"``Profe " Regulation Product Aooroyal Menu FL # Application Type Code Version Application Status Comments Archived Approval User > Product or Aoollcatlon Search > Aaolketlon Llst> Application Detail FL5891-R5 Revision 2014 Approved Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Therma-Tru Corporation 118 Industrial Drive Edgerton, OH 43517 (419) 298-1740 rlckw@mbldgconsultants.com Rick Wright rickw@rwbldgconsultants.com Exterior Doors Swinging Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Lyndon Schmidt, P.E PE-43409 National Accreditation and Management Institute 12/31/2018 Ryan J. King, P.E. Validation Checklist - Hardcopy Received FL5891 R5 COI Certificate of Indeoendence.odf I Referenced Standard, and Year (of Standard) Standard 4 SSTD 12 TAS 202 Equivalence of Product Standards Certified By Sections from the Code Year 1999 1994 e RAMBAL4 E. STOFFT ARMINTECTS, PA 7 479 AFMI1105 APPROVED ❑REVISE&RESUBMIT ❑ APPROVED AS CORRECTED ❑ REJECTED This review is only for general conformance witit the design concept of the projecl and general compliance with the infonnaVa given in the contact documents. CeTedian: ercomman`s made on the shop cir mings during ti;is rovE d do nol rc`avo t o contractor from compliance with the require - of the pans and c; :ifica5ens. Approval of a specfie item shall not i„„ode a,.-=J of an ,-.ssambly of which the ftem is a component Con- tcCc; is re^onsib,a for. Dimensions to be confined and correlated at the jcbs�,o;irkaT,.ataitalpertains safely to the fabrication processes or to tno means, ineJrods, techniques, sequences and procedures of construc- tion: coordination of the work of all other trades: and for performing all work in a safe and satisfa-1 manner. CAT, lb-*,1< ar: R W R W Building Consultants, Inc. Consulting and EngineeringServices for the Building industry P.O. Sm 234 Valzim FL 33595 Plum i l3S59S197 P7ndd3 aopM o!?mre,sional Enpinem Catirrratt arhuthorimrioa No, 981] Wilm Product Category Sub Category Manufacturer Product Name Ttanma Tru Corporation To" x8'0' Extort Swinging Extodar Door 113 Industrial Drive "Smooth Star' Doors Assombties Edgerton, ON 43517 Fiberglass Single Door Phone 419.298.1740 Inswitrig 1o0tswf 'Impact" Scope: This is a Product Evaluation repon issued by R W BuSd'vug Consultants, Inc. and Lyndon F, Schmfdk P.E. for Therme Tru Corporation based on Rule Chapter No. 9N-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 entry Involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is In compliance with the 2010 Florida Building Code (FBC) structural requlmmunts excluding the "High Velocity Hurricane Zone" (HVHZ), Z Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind bome debris protection this product complies with Section 1609.1.2 aline FBC and does not require an Impact resistant covering, This product meets missile level'D' and excludes Wind Zone 4 as defined in ASTM Ei996 and Section 1609.1.2.4 of the FBC. 4. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 5. Site conditions that deviate from the details of drawing FL-5891.5 require further engineering analysis by a licensed engineer or registered architect 8. See drawing FL-5891.5 for size and design pressure limitations. Supporting Documents: 1. Test R000rt No. ETC 01.741-10701.0 CTLA 9BOW 2. Drawing No. No. FL-5891.5 3. Calculations Anchoring Test Standard TAB 202-94 SSTD 12-99 Pspoa trued by RW Building Consultants, Inc (CA 99813) Prepared by RW Building Consultants, Inc. (CA #9813) Tasting Laboratory Sinned by ETC Laboratories Wendell W. Haney, P.E. Car0od Tosting Laboratories Ramesh Patel, P.E. Signed &Sealed by Lyndon F. Schmidt, P.E. Signed & Sealed by Lyndon F. Schmidt, P.E. 4, quality Assurance Certificate of Participation issued by National Accreditation and Management Institute, certifying that Therma Tru Corporation Is manufacturing products within a quality assurance program that complies with ISOIIEC 17020 and Guide 53. Lyndon Schmidt. 409 FLL PE PE N No. 43409 PF 883 Sheet t of 1 61212012 I .11 Y �t THERMARTRU0 THERMA TRU DOORS 1 I a INOUa1R AL DP.6E00LRTON. 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I9XSP£H WOWaCPEW Stt$ Business Prof0sional Regulation k[W DL2palMDc's Homo I Log In I User Replstretlon I Hot Toplrs I Submlt5urdlar9a I StatsaFads I Publlrnyana Busrrl'gnes Approval Proll.ssl I 5lR: Public User Regulation ProductApproval Menu a product or Anallmtlen Search > Appaaatlan Llst Search Criteria Code Version 201D FL# Application Type ALL Product Manufacturer Category ALL Subcategory Application Status ALL Compliance Method Quality Assurance Entity ALL Quality Assurance Entity Contract Expired Product Model, Number or Nacre ALL Product Description Approved for use In HVHZ ALL Approved for use outside HVHZ Impact Resistant ALL Design Pressure Other ALL Search Results - Aaalfeatians I!i �Gn•.urP eBwr.Vra, neia Fn �aa ..S Conc�cr aanu 17022.1 ALL ALL ALL ALL ALL ALL ALL fjt Tree Manufacturer Vallklated By aStatus F.L17022 New Extreme Metal Fabricators, LLC. Steven M. Urich, PE Approved FL*i FL17022.1 (717) 932-8500 Model: 5-V Crimp Description: 26 Gauge Steel, Lapped Roof Panel, Mechanically Attached to Wood Deck. Category: Roofing Subcategory: Metal Roofing eAPPrOvpd by POPR. APpm Va IS by DaFR Saw be MVIOeed pnd murlao by we FOe andfartna eommitplon IT neGassaly. Conneaut m 1940 North Monroe She at, Tdlehmsan FL 22399 Phan et 890.497.1824 The Stab Of Flodda Is an AA/FE0 am player. Caevdaht 2007-2013 Stare of Rodda, IS advaa Statement:: A¢eu1b111N Statement ,y Refund Statement do IVe One. Tat emtla pmmeo may to used ror strip; a personal addmss, please Dmvide the Department or ProductApprovalAccaptal ®®8H Credit Cir,i SAFE released In response to a publlamceree request, do net lend ave any questions, please contact lISOAS7,1395. ePurauent to 455, F.S. must provide the Department with on email address It ovever small addresses arepublic moam. If you do not visit to node available to the public. To determine It you arc a licensee RANDALL E. Q70FFT ARCHITECT39 PJL Frs ARtnomos APPROVED REVISE&RESUBMIT Q APPROVED AS CORRECTED REJECTED Thisreview is only for general conformance with the design concept of the preoct and gamsal compianca eldh the Information given in Ilia contract i._zcnts.Coruonscrammen'-,madsonthashop drawingsduring lhrv:c:fits-a`:etRaco!rcorfromcompliance withthereq re- cc.`.�c�tGercnaandspeeiswtlona.P.ppmnJ ofaspeaGcitem shallot b a D apptoual cf as zssembly of which the item is a component. Cori tractor mponsible for: Dimensions to be confirmed and correlated at the job s!€e; hrfcmalon that pertains solely to the fabr'cation processes or to the moans, methods, techniques, sequences and procedures of consbuo- fion: coordination of the wofx of of other trades: aid for pedormmg all erode in a safe yand satisfactory manner. DAISy ��'1 J ey: d e. it. �U5It52Si &T'rb _Si6o. I R646latran . Search Criteria Code Version 2010 FLd 17022.1 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Nacre ALL Product Description ALL Approved for use In HVHZ ALL Approved for use outside HVHZ ALL Irtpact Resistant ALL Design Pressure ALL Other . ALL 42 -e. ELSE Noe Manufacturer .Validated By Status F 1517022 New Extrem Metal Fabricators, LLC. FL#:. FL37O22.1 Steven M. Urich, PE (717) 932-8500 Approved Modell S-V Crimp Description: 26 Gauge Steel, Lapped Roof Panel, Mechanically Attached to Wood Deck Category: Roofing Subcategory[ Metal Roofing - -APPmvea py PUPR. nppmvals by need soon be reVieeen and rannep oy me PUC anarorme Commission N necessary. Contact Us:: 1940 North Monroe Street- Tallahassee FL 12399 Phone: BSO-4974824 The limit of Florida Is an AA/EEC) employer. Coevdeht 20e7.20t3 state of nodda::: Privacy statement :: Amesslhlll[v Under Flodda law, email addresses are public records. If yoU do netvent your e-mail address released In response to a pubrco-mcords request, do not send electronic mall to this entity. Instead, comae: the office by phone or by traditional mall. If you have any questions, please contact BS0.487.1795. *Pursuant to action 455.275(1), Honda statutes,.eftective amber 1, 2022, Ilconsaes Bmnsed under Chapter 455. F.S. must provide the Departnent Wth an email address If they have one. The emalls provided may be used for official communication with the Random However email addresses am public record. If you do net Wsh to rupply a personal address, please pmvids the Department WM an email address which can be made available be the publle.Tn determine U you am a Ilonsee ProducctApproval Accept., ®cRR® creditSATFE A. turAePot' AaPui DOPk .uerx orv,L�9Ai .<acraor?a�H, Pmdud Aaaroval Menu > Pmd,d or ADDllueen search > ADDnranOn Lla[> Application Detan _ FL # FL17022 Application Type New Code Version 2010 Application Status Approved Convrents Archived Q Product Manufacturer Extreme Metal Fabricators, LLC. Address/Phone/Email 216D SW Pone Drive Palm CRY, FL 34990 (772) 872-8034 taro@extrememetaffabdcatom.com Authorized Signature James L Buckner P.E.@CBUCK Engineering jimmy@cbucldne.net Technical Representative Tara Faulkner Address/Phone/Email 2160 SW Poma Drive Palm City, FL 3499D (772) 872-8034 tam@extmmrmtaffabilcaters.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Metal Roofing Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ® Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the James L Buckner, P.E. @ CBUCK, Inc. Evaluation Report Florida Ucense PE-31242 Quality Assurance Entity Keystone Certifications, Inc. QualtyAssurance Contract Expiration Date 12/31/2015 Validated By Steven M. Uiich, PE ® Validation Checkflst - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Standard Y= UI 1897 2004 UL 580 2006 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method I Cption D Date Submtted OS/07/2014 Date Validated 05J0812014 Date Pending F13C Approval OS/12/2014 Date Approved 06/23/2014 Summary of Products FL# Model, Numberor Name Description 17022.1 S-V Crimp 26 Gauge Steel, Lapped Roof Panel, Mechanically Attached to Wood Deck. Limits of Use Installation Instructions Approved for use in HVH2: No FL17022 RO 11 1 SVComo 26cla WOodDeck EVALREPORT .odf Approved for use outside HVH2: Yes Veriged By: 3ames L Buckner, P.E. @ CSUCK, Inc. P.E. 431242 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +N/A/-86 - Evaluation Reports Other. Refer to evaluation report for conditions and Irritations of FL17022 SO AE I SVCnmo 26ca WoodDeck EVALREPORT .odf Created by Independent Third Party: Yes use. Refer to manufactumes Installation Instructions as a supplemental guide for attachment, Back F..t Cnnm(t Us :: 1940 North Mnnme Sheet Ta Ila hateee FL 37M Phone- 950-487.1824 .1. . The 51ate of Fiodda is an AA/EEO employer. [eevdeht 7a0J•701'Lehh of Fledda. ;; pdvaty tat ,rent:: Attesslbility statement rt R a fund Star. ment Under Florida law, email addresses are public Beards. If you do not mrityeur a -mall address released In response M a public -records request do not send Iecmmlc mail to MIs entity. Instead, contact the office by phone or by t,adltlenal mall. If you have any questions, please cents as0.497.1195.'Pumuant to dlon 455.275(1), Florida Statutes, effeBlve October 1, 2012, licensees licensed. under Chapter455, F.S. must provide Me Department YAM an email address If ey have one. The emelis provided maybe used for oflidal communication v,th the licensee, Homver'email addresses are public record, If you do not wish to Ipply a personal atldress, please pmvlda Me DepanmentwM an emall address MIM on be made available to Me pub lie. To determine If you am a licensee under Chapter455, FS., please dick here Product Approval Acceptol ®®w® CreditSAr�FE 11111111011 5:. Speclaltta Structural Enalneerinq Evaluation Report "5-V Crimp" Metal Roof Assembly Manufacturer: ti CBUCK, Inc. Certificate of Authorization #8064 Extreme Metal Fabricators, LLC. 2160 SW Poma Drive Palm City, FL 34990 (772) 872-8034 for Florida Product Approval # FL 17022.1 Florida Building Code 2010 Per Rule 61G20-3 Method: 1- D Category: Roofing Sub - Category: Metal Roofing Product: "5-V Crimp" Roof Panel Material: Steel Panel Thickness: 26 gauge Panel Width: 24" Support: Wood Deck Prepared by: James L. Buckner, P.E., SECB Florida Professional Engineer # 31242 Florida Evaluation ANE ID: 1916 Project Manager: Youry Demosthenes Report No. 14-115-5V-S6W-ER Date: 4 / 28 / 14 Contents: Evaluation Report Pages 1-7 CBUCK, Inc. 1399 N. Killian Drive, Suite 4, West Palm Beach,Florida 33403 Phone: (561)491.9927 Fax: (561)491-9928 Website: www.cbuckinc.net la .Amens L. Buckner, P.E. Florida P.E. # 31242 O ��\ FL#: FL17022.1 Date: 4 /28 / 14 Report No.:14-115-5V-S6W-ER Page 2 of 7 Spxlaltij Structural Engfneerinq MUCK, Inc. Certificate of AuthorIzation #8064 Manufacturer: Product Name: Product Category: I Product Sub -Category Extreme Metal Fabricators, LLC. "S-V Crimp" Roofing Metal Roofing Compliance Method: State Product Approval Rule 61G20-3.005 (1) (d) Product/System "54 Crimp" Roof Panel Description: 26 gauge steel roof panel mechanically attached to Wood Deck with screws. Product Assembly as Refer to Page 4 of this report for product assembly components/materials & Evaluated: standards: 1. Roof Panel 2. Fasteners 3. Underlayment 4. Insulation Board (Optional) Support: Type: Wood Deck (Design of support and its attachment to support framing is outside the scope of this evaluation.) Description: • 15/32" or greater plywood, • or Wood plank (min. specific gravity of 0.42) Slope: Minimum slope shall be in accordance with manufacturer's recommendations, FBC Section 1507.4.2 and applicable code sections. Performance: Wind Uplift Resistance: • Design Uplift Pressure (ASD): - 86 PSF (Refer to "Table A" attachment details herein) FL FL17022.1 Date: 4 / 28 / 14 nQ Report No.:14-115-5V-56W-ER Page 3 of 7 SpeclaitLj Structural Engineerinq CBUCK, Inc. Certificate of Authorization #8064 Performance The product described herein has demonstrated compliance with: Standards: • UL580-06—TestforUplift Resistance ofRoof Assemblies • UL1897-04— Uplift testforroof covering systems Code Compliance: The product described herein has demonstrated compliance with Florida Building Code 2010, Section 1504.3.2. `Evaluation Report This product evaluation is limited to compliance with the structural Scope: requirements of the Florida Building Code, as related to the scope section to Florida Product Approval Rule 61G20-8.001. Limitations and • Scope of "Limitations and Conditions of Use" for this evaluation: Conditions of Use: This evaluation report for "Optional Statewide Approval' contains technical documentation, specifications and, installation method(s) which include "Limitations and Conditions of Use" throughout the report in accordance with Rule 61G20-3.005. Per Rule 61G20-3.004, the Florida Building Commission is the authority to approve products under "Optional Statewide Approval'. • Option for application outside "Limitations and Conditions of Use" Rule 61G20-3.005(l)(e) allows engineering analysis for "project specific approval by the local authorities having jurisdiction in accordance with the alternate methods and materiaIs. authorized in the Code". Any modification of the product as evaluated in this report and approved by the Florida Building Commission is outside the scope of this evaluation and will be the responsibility of others. • Design of support system is outside the scope of this report. • Fire Classification is outside the scope of Rule 61G20-3, and is therefore not included in this evaluation. • This evaluation report does not evaluate the use of this product for use in the High Velocity Hurricane Zone code section. (Dade & Broward Counties) Quality Assurance: The manufacturer has demonstrated 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 through Keystone Certifications, Inc. (FBC Organization ID# QUA 1824). FL#: FL.17022.1 Date: 4 / 28 / 14 i ri u Report No.: -5V-S6W-ER BUCK Page 4 4 of of 77 Spealchij Stm=t'ural Englneerinq CBUCK, Inc. Cert fcate of Authorization #8064 Components/Materials Roof Panel: (by Manufacturer): Material: Thickness: Panel Widths: Rib Height: Yield Strength: Corrosion Resistance Fastener: Type: Size : Corrosion Resistance: Standard: 5-V Crimp Steel 26gauge (min.) 24" (max.) -Coverage 5/8" 40 ksi min. Per FBC Section 1507.4.3 Hex -Head Wood Screw with WSW #9 x 1-1/2" Per FBC Section 1506.6 and 1507.4.4 Per ANSI/ASME B18.6.1 Underlayment: Per roofing manufacturer's guidelines in compliance with FBC Section 1507.4.5 Insulation (Optional): Type: Thickness: Properties: Density: Or Compressive Strength: Rigid Insulation Board 3" (max.) 2.25 pcf (Ibs/ft) min. 20 psi min. Insulation shall comply with FBC Section 1508. When insulation is incorporated; fastener length shall conform to penetrate thru bottom of support a minimum of 3/16 FL #: FL 17022.1 Date: 4 / 28 / 14 nCj r$ Report No.:14-115-SV-S6W-ER \CE3UCK ll Page 5 of 7 Specialty Structural 6ngineerinq CBUCK, Inc. Certificate ofAuthorization #8064 Installation: Installation Method: (Refer to "TABLE A" below and drawings on Pages 6-7 of this evaluation report.) • Fastener Spacing: Refer to "TABLE A" Below (attached to the tops of the Vs for a total of 3 screws across the width of the panel.) ■ Row Spacing: Refer to "TABLE A" Below (along the length of the panel) Minimum fastener penetration thru bottom of support, 3/16". • For panel construction at the end of panels, refer to manufacturer's instructions and any site specific design. TABLE "A„ Design Pressure (ASP): - 86 PSF Fastener Spacing: 12" o.c. Row Spacing: 16" o.c. Install the "54 Crimp" roof panel assembly in compliance with the installation method listed in this report and applicable code sections of FBC 2010. The installation method described herein is in accordance with the scope of this evaluation report. Refer to manufacturer's installation instructions as a supplemental guide for attachment. Referenced Data: 1. UL580-06 & UL1897-04 By Architectural Testing, Inc. - West Palm Beach, FL (FBC Organization #TST'ID:1527) Report No.: D5893.01-450-18, Date: 05 / 02 /14 2. Quality Assurance Keystone Certifications, Inc. (FBC Organization ID# QUA 1824) Extreme Metal Fabricators, Inc. Licensee #974 3. Certification of Independence By James L. Buckner, P.E. @ CBUCK Engineering (FBC Organization # ANE 1916) FILM FL17022.1 �a Date: 4 / 28 / 14 a ® ring PagRepe No : 6 of 75-SV-S6W-ER Speclaity Structural Englneerinq CBUa, Inc. Cer6frcote of Authorization #8084 Installation Method Extreme Metal Fabricators, LLC. "S-V Crimp" (26 gauge steel) Roof Panel attached to Wood Deck i 5/8 " F Drawings 24' Maximum Net Coverage Panel Profile Nominal 12" o.a Nominal 12" a.c. Fastener Spacing Across Panel Width #9 Hex -Head Screw with WSW Spaced 12"across the Panel 'typical Assembly Profile View (Typical Fastening Pattern Across Width - Interior) FLN: FL17022.1 Date: 4 / 28 / 14 Report No.:14-115-5V-S6W-ER Page 7 of 7 Specialty Structural EnglneefIng CBUCK,Inc. Certificate of Authorization#8064 Installation Method Extreme Metal Fabricators, LLC. "5-V Crimp" (26 gauge Steel) Roof Panel attached to Wood Deck 15/32" or greater Plywood, or Rigid Insulation Wood plank Thickness: 3" Maximum Typical Roof Assembly Isometric View TABLE "A" Design Pressure (ASD): - 86 PSF Fastener Spacing: 12" o.c. Row Spacing: 16" o.c. rcrr.. N HoddaDe�p irtmentd BCIS Home I Ing In User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications FBC staff I acts Site Map I Unks search Busines� I Prof e0 product Approval ssi USER: Public User Regulation Product Anoroyal Menu > Product or Aoolicatlon Search > Application List > Application Detail FL # FL12334-RS Application Type Revision Code Version 2014 Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratlfied by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Therma-Tru Corporation Address/Phone/Email 118 Industrial Drive Edgerton, OH 43517 (419) 298-1740 rickw@mbidgconsultants.com Authorized Signature Vivian Wright rlckw@mbldgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certlficatlon Agency National Accreditation & Management Institute Validated By Ryan]. King, P.E. Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Standard Year ASTM D1929 1996 ASTM D2843 1999 ASTM D635 2003 ASTM D638 1996 ASTM E1300 2004 ASTM E84 2000 ASTM G26 1995 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL12334 R5 EDuly of Standards.odf RAMBALL E. 37CFFT ARCHITECT% P.A. 79 AF=11105 PROVED ❑REVISE&RESUBMIT ❑ APPROVED AS CORRECTED ❑ REJECTED This revlaN is onlyfor general confcrnencewith the de4 concept of the preact and gcnaral ccmplisnca vrnh the lntonnallcn given in the Contract ConecJons or comments made on V,.3 shop drawings during L'c rews:V co not relieve L*o contractor from compliance with the regaire- r' , of Me pans and specifications. Apprcrzl of 8 specific item shall not oc�,de approvd of an assemb!y of which the item is a component Con- Lac�or ie for. Dimensions to be confirmed and Correlated at the job % InfN�natlon that pertains solely to the fabrication processes or to the means, r.; :ado, techniques, sequences and procedures of constnro tren: coordmation of the ante of oil other trades: and for performing 0 work a a safeandsatisfactory manner. M,m 1 V .-.)�— 9Y: R W IL W Building Consultants, Inc. Consulting== Fnllinecring Services for the Building Industry C KGDoc2.tQVAriw FL3Sl9$ Hiv=81309.9197 Flurda nnW afPratevisnr Hrzy^inanCasfEcuts a(Auhoriuilim No.43[3 Sub Category Manufacturer Product. Noma Cate ry Category Cat 6wingtng Thorma Tru Corporation. Smooth Star, FlDttCtassle, Ctasafa Craft B Ctassfe Craft Ru04e Exterior 110 InduWat Dr. Mhorgiass (brood Door wistdctttes Doors Assemblies Asoemhftes >=dgarfon, Oft 4ast7 Oulswtng Phone 419.298A740.. 'Ire cr 3:apo This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1996) for Thomfa Tru Corporation based an Rule Chapter No. 9N•3, Method -1A of the State of Florida Product Approval, Department of Business 9 proTessionafRegufahon, RW Building Consultants and Lyndon F. Schmidt. P.E. do nai have nor will acquire 0nancial interest in the company manufacturing or distributing the product or in any other entity involved In that approval process of the product named herein. Limitations. 1. This product has been evaluated and Is In compliance with the 2010 Florida Building Code (FBC) structural requirements Including the 'High Velocity Hurricane Zone (HVHZ). See the Certification Agency Certificate forsims, specifications and ratings. 2. Product anchomshall be as listed and spaced. as shown an detaifs.Anchor embedment to base material shall be bayand wall dressing orstucoo, 3. When used in the'HVHZ' Otis product complies with section 1626 of the Florida Building Code and does not require an impact resistant covering. 4, When used in arenas oubldo of the "HVfiZ":requiring wind came debris protemion this product compiles with. Section 1609,1.2 of the FBC and does not require an impact resistant covering. This product meets missite level'V and includes Wmd Zone 4 as defined in ASTM E1996 and Section 1609.1.2.4 of the FBC. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown Tar 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL•12334.3 require furhor ongineering analysis by a licensed ontl4mor or registered architect. 7. Outswing configurations using threshold item #31 meet water infiltration requirements for'HVHZ'. S. Oulsuing configurations using threshold item 915, 010 and 437 do not meet the vrnlorinfiftlion-regd'.remonts for IN "HVHZ° and shall be installed only in non -habitable areas or at habitable locations. protected by an overhang or canopy ouch that the angle between the edge of canopy or overhang to sills less than 45 degrees. S. See derwing:FL-12334.3for size and design pressure limitations. Supporting Documents: 1. Test Report No Test Standard TEL 01460105.t TAB 201-94. 262,94 $ TAB 203-N 2, Rm4t No. kmaslach No. FL-12334:3 RW Sudoing Consultants. Inc. (CA'`49$13) 3. Catcofatlons Prepared by Anchoring RW Building Consultants, Ina (CA#9613) ASTht E 1350-04 Class load Lyndon F. Schmidt, P.E. PF 1455 Sheet 1 of 1 Testinn Laboratory Sinned by Testing Evaluation Lab„ Inc. Lyndon F. Schmidt, P.E. o 9X Lyndon F. SchmidR P.E. Sinned & Sorted by Lyndon F. Schmidt, P.E. Lyndon F. 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