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HomeMy WebLinkAboutPRODUCT APPROVAL1014 , Florida Building Code Online W r F)Ofldd �2pditmQOld BCIS Here I User Reglstrueon I Hot Topia I Submlt surd,arge I Stats&Facts I Publiratlans I FBe Stan I BCIS SIte Map I Links I Seardi Busines P.fessi al OPdct USER: PubliiccUproval ser Regulation Proaud Aooroval Menu > Product or Anoliratlon search > Aoolrcation Ust> Application Detail FL # FL15225-R1 Application Type Editorial Change Code Version 2010 Application Status Approved *Approved by DBPR. Approvals by DBPR shall he reviewed and ratified by the POC and/or the Conrrission if necessary. Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Emil 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 Date Validated Date Pending FBC Approval u Therms-Tru Corporation 118 Industrial Drive Edgerton, OH 43517 (419) 298-1740 rickw@mbidgconsultants.com Vivian Wright rickw@mbldgconsultants.com Exterior Doors Swinging Exterior Door Assemblies Certification Mark or Listing National Accreditation & Management Institute, Ryan]. IOng, P.E. L Validation Checklist - Hardcopy Received Standard 101/I.S.2 ASTM E1886 ASTM E1996 ASTM E330 TAS 201, 202, 203 Method 1 Option A 07/06/2012 07/08/2012 Date Approved 08/14/2012 Summary of Products hops:1twew..flo(idabuilding.org/pr/pr_app 00.aspX?pararrFwGEVXQwtDq Bi v KJZIQRASQxSOG%2b2J1Tw7rYMMmT4iO46NfpArFtA%3d%3d Year 1997 2002 2002 2002 1994 113 RMBALL E. STOFFY ARCHITECT% PA- AAMM3379 ARIA,` )MOO APPROVED REVISE & RESUMT APPROVED AS CORRECTED ❑ R'EJECIED Th!s revive is only for general cenTI,M. 2nce �15%t.1s da^^:gn emmapt of the pro act anal gensra! c ro72 rce •siin th I; o:-; , , .. . dc_urnsns.Csectxins.rxn:maats mcdeon lv,, saarl.�,v.r,-.'.-- this rev arr do not rotim ula cn!;ador frcm cm ,g,:MM cu^:!h ida c; c"c.- mrnccth;a,rxnsandspaa,�a-.rs.kpprevz! tt3sfr�;c!?ear w.elrzi nc'ada cP-prcvz cf an essr-mbtj• cf vh!.h tha r;nn is a cempanc°x. C•.� Gse'.ar is rs; ora!'a:o for. D,Msns�ona to b^;omlirrncd and xaa!zz7 nt `,D j-bs o;l:;i.e!rr rs solely thine f, boML.I.q Pmcerme ar � msaIs, mci;.ods,icchriGues, ssgaencesand Prcedursof cjrssac- Pc:csu'di'20:cdthavc:%ofalo .Sr Ladas: ard for par"ONY6119 61 v.Drs to a sue an'u sai5f voN roannar. L 4 aY: P 1 Florida Building Code Online FL# Model, Number or Name Description 15225.1 a. "Classic -Craft" and "Benchmark by 6/8 and 8/0 Opaque and Glazed Fiberglass Door with and without Therma-Tru" I Sidelites. Inswing and Outswing Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15225.1-68 (6'8 Door Products), INST 15225.1- 80 (8'0 Door Products) and INST 15225-68M (68 Door Products Direct to Masonry) for Installation instructions. (Note - Glazing Shall comply with ASTM E3300-04) Certification Agency Certificate FLIS225 RS C CAC15225.1 NAMI certs.odf Quality Assurance Contract Expiration Date 12/31/2015 Installation Instructions FL15225 R1 II INST 15225 1-68 odf FL15225 Rl II INST 15225 1-80 odf FL15225 RS II INST 15225-68M odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15225 RI AE EVAL 15225.1-80.odf FL15225 R1 AE EVAL 15225-1-68.odf FI15225 R1 AE EVAL 15225-68M.odf Created by Independent Third Party: Yes 15225.2 b. "Construction Series" and 6/8 Opaque Steel Door with and without Sidelites. Inswing and "Benchmark by Theirs-Tru" Outswing Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FLI5225 RI C CAC 15225.2 NAMI certs.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2015 Design Pressure: N/A Installation Instructions Other: See INST 15225.2-68 (6'B Door Products) and INST FLI5225 RS li INST 15225.2-68.odf 15225-68M (68 Door Products Direct to Masonry) for Installation FLI5225 111 11 INST 15225-68M.odf Instructions. (Note - Glazing Shall comply with ASTM E1300-04) Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FLI5225 RI AE EVAL 15225 2-68 odf FL15225 R1 AE EVAL 15225-68M.odf Created by Independent Third Party: Yes 15225.3 c. "Fiber -Classic" and "Benchmark by 6/8 and 8/0 Opaque and Glazed Fiberglass Door with and without Therma-Tru" I Sidelites. Inswing and Outswing Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15225.3-68 (6'8 Door Products), INST 15225.3- 80 (ST Door Products) and INST 15225-68M (68 Door Products Direct to Masonry) for Installation instructions. (Note - Glazing Shall comply with ASTM E3300-04) Certification Agency Certificate FL15225 Rl C CAC 15225.3 NAMI certs.odf Quality Assurance Contract Expiration Date 12/31/2015 Installation Instructions FL15225 R1 II INST 15225 3-68.odf FL15225 R1 IT INST 15225 3-80 odf FLI5225 R1 II INST 15225-68M.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15225 RS AE EVAL 15225 3-68 odf FL15225 R1 AE EVAL 15225.3-80.odf FLI5225 R1 AE EVAL 15225-68M.odf Created by Independent Third Party: Yes 15225.4 I d. "Premium Series" and "Benchmark by 6/8 and 8/0 Opaque and Glazed Steel Door with and without Therma-Tm" I Sidelites. Inswing and Outswing Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15225.4-68 (68 Door Products), INST 15225.4- 80 (8'0 Door Products) and INST 15225-68M (6'8 Door Products Direct to Masonry) for installation instructions. (Note - Glazing Shall comply with ASTM E3300-04) Certification Agency Certificate FL15225 RI C CAC 15225 4 NAMI certs.odf Quality Assurance Contract Expiration Date 12/31/2015 Installation Instructions FLI5225 RI II INST 15225.4-68.odf FL15225 R1 II INST 15225 4-e0.odf FL15225 111 IT INST 15225-68M.odf Verified By: Lyndon F. Schrridt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FLI5225 R1 AE EVAL 15225 4-68 odf FLI5225 RI AE EVAL 15225.4-SO.odf FLIS225 111 AE EVAL 152 5-68M.odf Created by Independent Third Party: Yes 15225.5 e. "Sma 7NStar" and "Benchmark by 6/8 and 8/0 Opaque and d Glazed Fiberglass Door with and without tswing Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: See INST 15225.5-68 (6'8 Door Products), INST 15225.5- 80 (8'0 Door Products) and INST 15225-68M (68 Door Products Direct to Masonry) for installation instructions. (Note - Glazing Shall comply with ASTM E1300-04) Certification Agency Certificate FLI5225 Rl C CAC 15225.5 NAMI certs.odf Quality Assurance Contract Expiration Date 12/31/2015 Installation Instructions FLI5225 Rl iI INST 15225 5-68.odf FL15225 RI II INST 15225.5-80.odf FL15225 R1 II INST 15225-68M.odf Verified By: Lyndon F. Schntidt, P.E. 43409 r....,�..e ti- T..e---- A—. rki.d D..— v.... httpsY/wmN.flor dabuilding.org/pr/pr_app_dtl.aspX?pararrFwGEVXQvADgJGyWKJZIQRASQ)6OG%a2b2JlTw7rYKMMT4!046NfpArFtA%3d%3d 213 1/2114 Florida Building Code Online ,.y 11 UCIJ.H„c,.. re,ry. ,ea Evaluation Reports FL15225 R1 AE EVAL 15225.5-68.udf FLIS225 R1 AE EVAL 15225.5-80.Ddf FL15225 R1 AE EVAL 15225-68M.odf Created by Independent Third Party: Yes 15225.6 f. "Premium Series", "Construction 6/8 and 8/0 Opaque and Glazed Steel Door with Transom. With Series" and "eenchri by Thermo- and without Sidelites. Inswing and Outswing Tru" with Transom Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15225 RI C CAC 15225.6 NAMI certs.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/31/2015 Design Pressure: N/A Installation Instructions Other: See INST 15225.6-68 (6'8 Door Products) and 15225.6-80 FL15225 Rl If INST 15225.6-68.odf (8'0 Door Products) for installation instructions. (Note - Glazing FLIS225 R3 If INST 1522S.6-e0.odf Shall conply with ASTM E1300-04) Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FLIS225 R1 AE EVAL 15225.6-68.odf FL15225 R1 AE EVAL 15225.6-80.odf Created by Independent Third Party: Yes Back a --- Contact Us :: 1940 North Monme Street. Tallahassee Fl- 32399 Phone: 850-482-1824 The State of Florida Is an AA/EEO employer. Convtloht 2nD7-2013 State of Florida.:: Privacy Statement :: Accesslblllty Statement :: Refund Statement Under Honda law, email addresses are public records. If you do notvmnt your .-mail address released in response to a publicrecords request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395.'Pursuant to Se21on 455.125(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter455, F.S. must provide the Department vdth an email address If they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please pmvide the Department vAth an email address Mich can be made available to Me public To determine if you are a licensee under Chapter 455, F.S., please dick her . Produce Approval Accepts: ® � M Credits VE https:/Aww.floridabuilcring.org/pr/pr_app dfl.asptipararrFwGEVXOwtDq�JyWKJZ1ORAS0#iOG%p2b2J1Tw7rYKMmT4i046NfpArFfA%n3d%n3d 313 THERMAITRU 0 THERMA TRU DOORS 11 I. IN"Ilsi"IwL D... E"DERION. OM 43517 "Premium Series", "Construction Series" and "Benchmark by Therma-Tru" SW SINGLE OPAQUE OR GLAZED PANEL W/ & W/OUT SIDELITES AND TRANSOM INSWING / OUTSWING STEEL DOOR General Notes 1. This product anchoring drawing has been developed In compliance with the 2010 Florida Buldmg Code (FBC) excludng the `H'gh Velocity Hurricane Zone. See the Cerfificafion Agency Certificate forsaes, specifications and ratings 2 Product anchors shall be as fated and spaced as shown on detots Anchorembedment to base material shall be beyond wal dressing, stucco, foam, bdckand otherwal cOVerhgs. 3. Wood screws shal be Installed following installation instructions of ANSV AF&PA ND.i 200& Al other fastener types to be Installed following fastener manufacturers Gnstolafion Instructions. 4. Fastener embedment depths, edge datances and centercenter creances shoo be as specified by the fastener manufacturer but in no Instance shall they be less than shown In this dravdng. 5. Where shims are used, they must be a 7igid IF stifr material that complies with the requirements of the 2010 FBC. 6. Positive and negative design pressure requirements far we with this drawing sha3 be detemtined by others for specific jobs in accordance with the governing code. 7. Site condifions not covered by this drawing ing are subject to furtherengineerirg anolysts. TAl1EOECONIENTS SHEET# DESCRURON 1 Typlrol elevations, design pressures &genera) notes 2 Buck oncho ing & b0 of mctertaG 3 Frame o"chabg 4 Horgontal& vertical aais sections S verlicolaosssectbns 69.P M0.)L ovERAu wmm z a a a 5326 MAX. ovERALL9Trom 1 2 3 a a a SINGLE W/Slanurim AND TRANSOM O/OXo MAX DESIGN PRESSURE +47.0 -47.0 SINGLE UNIT Wrftl TRANSOM 0/X SWCLE UM W/SIDELITE AND TRANSOM 0/0X MAX DESIGN PRESSURE MAX DESIGN PRESSURE +47.0 -47.0 +47.0 -47.0 IOCXHARDWAREMEG a1ERIA K WlRSA SIGNAhr. SARS LM11 XWIRSETSIGNANRESEWES M DUCISOET ee 6. —� —1- MASONRY OPENING `•r MULLION c MULLION 4 Oq SHOWN FOR 4 SHOWN FOR REFERENCE NP. REFERENCE TYP. TYP, HEAD l^ o 0 E HEAD HEAD &JAMBS o ` m & JAMBS SEE NOTE SEE NOTE 1 SEE NOTE 1 i K € 9 2X 1 BUCK c8 2X BUCK 2% DUCK z nv tO o W MASONRY E W OPENING MASONRYm" o OPENING no 7-71 g� m iv V O < KV Fm ¢o w U� y FF 51UUF-UNIT. WZSIDELITE AND TRANSOM SINGPUNIT W/SIDEUTES AND TRANSOM SINGLE. UNIT WITH TRANSOM rc BUCK ANCHORING BUCK ANCHORING BUCK ANCHORING u N z _o NOTES: u I. 7/4'F1co Concrete Screws anchoring Zx buck require a minimum i"clearance to masonry edges, a t-i/4"minimum embedment and a minimum 4" clearance to adjacent concrete screws. Substitution of equal concrete screws from a _ different supprier may have different edge distance and centerdWance mquirements. Concrete saew tocatiors at the comers, at mullion locations, and at astragal locations may be o adjusted to maintain the minimum edge distance to mortar i joints. if concrete screwiocotiont noted as MAX. ON CENTER" i must be adjusted to maintain the minimum edge distance to MM 2 L27 12 0 mortarjolnts, additional concrete screws may be required to sin N.LS. e L_ ensure the mmmum on centerdlmension is rot exceeded. ona er: JK m 2. 2X buck min. S.G.>0.55. _w, LFS 3 marwn xa n Ilfjl FL-15225.6-80 s¢[T 2 OF 5 w .� Item DESCRIPTION Material A 10 x 2-f 2 PFH WOOL SCREW STEEL 1 10 x 3 4' LG. PFH W000 SCREW (Hinge to Frame STEEL 3 8 x 2-1 2 LG. PFH WOOD SCREW STEEL S i 4" x 2-3 4" PFH ELCO CONCRETE SCREW STEEL 5 1 4" x t-3 4" IiW PFH CONCRETE SCREW STEEL 3 7 4" x 3-3 4" fIW PFH CONCRETE SCREW STEEL 17 3 i6" x 3-i 4" 7N! PFH CONCRETE SCREW STEEL 12 f 4" x 3-f 4" fiY✓ PFH CONCRETE SCREW STEEL 7'T MASONRY - 3, 792 PSI MIN, CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 76 f 4" X 2-i 4" PFH lTVY CONCRETE SCREW STEEL 20 HEADER JAMB 4.656" X 1.25' THERMA-TP.U, PINE SG >= O.M12 W006 21 3 4 � 7HK. PRESSURE TREATED SIDELlTE PAD VY000 30 i 2' X t" X 25 GA. CORRUGATED FASTENER STEEL i .D. I .E. MULLION SHOWN FOR REFERENCE A W/2X BUCK INSTALLATION 9 W/1X BUCK INSTALLATION TYP. HEAD & JAMBS SEE NOTE 1 6-1- w "4- W W h <�o > z 11 "C" ID" "E" SINGLE UNIT W/SIDELrTES AND TRANSOM VIEW "E" "E' n 30 I w C o ;2 = N VI a N SEE w DETAIL _ iv .8 AEAU � N � N � Y 6" - M tIII T= I I_ SHOWN FOR a �^ REFERENCE 2X BUCK INSTALLATION TX BUCK INSTALLATION ti . HEAD & JAMBS — NOTE 1 SEE DETAIL "4' ,6 vi W/1X BUCK INSTALLATION - TIP. HEAD & JAMBS SEE NOTE 1 N .C. .B. A. B. A. VIEW 'D -"D" SINGLE UNIT W/SIDELITE AND TRANSOM VIEW "B" "B" SINGLE UNIT WITH TRANSOM VIEW! A"- A' NOTES: 1. 1/4" ITW concrete screws anchoring frame and/orsAl require a minimum 2-I/Cclearance to B masonryedges, a 1-1/4'minimum embedment and a minimum 3" clearance to adjacent ❑ concrete screws. Substitution of equal concrete sac" from a different supplier may have C different edge distance and center distance requirements. Concrete screw locations at the B 7 comers, and of mullion locations, may be adjusted to maintain the minimum edge distance to morfarjoints. If concrete screw locations noted as 'MAX. ON CENTER"must be adjusted to ❑ maintain the minimum edge distance to morfcr)oints, addffional concrete screws may be 1 required to ensure the maximum on center dimension Is not exceeded. DETAIL "6" DETAIL "4" 2. 3/16"RW concrete screws anchoring Game and/orsflt require a minimum 2518' clearance to masor ry edges, a 1-I/4"mfnimum embedment and a minimum 2-1/4"cloarance to adjacent concrete screws unless otherwise noted by concrete screwmanufacturen w W/2X BUCK3. The sidefite is dreetset into thejamb with (12) #6x2"pth. woodscrews. Thereare (4) ofeach INSTALLATION vertfcaljamb, from the fopdownat 13.5"31l46.5"&66". Therecref2) ofthaheadaat4"from W/TX BUCKthe outside comers of the Game. there cre (2) at the SIX 4"IMM the outside comers. INSTALLATION SEE NOTE 2 4. Foroptionalstdelite construction with staples, side:fte isdvectset Into thejamb with (5) %'X1-s/a' 16 ga. staples along eachiamb (6"fmm ends and equally spaced thereafter). 5. Latch, deodbolt and hinge locations vary. See Certfficollon Agency Certificate and DETAIL "1 • OFTAIL " " correcspandng lest reports forspecific dimensions and design pressure ratings. e Err 2-1/2"MIN. FROM 2-1/2"MIN. FROM �-� MASONRYEDGE MASONRY EDGE ITYP.) IX BUCK INTERIOR �L 1 HEAD JAMB q To Ix subbuck Inswing shown L 6 y EXTERIOR <NW N A zud 5_z d., 0 INTERIOR EXTERIOR 2 HEADJAMS q To wood home Inswing shown BUCK INTERIOR _ p ='` 1/ EXTERIOR 9zz , K A o •a.' .2S' MAX. rn SHIM SPACE i.1 EMO. EMB. N. EMS.T EMB. TYP. q VERTICAL SIDE JAMB 4 To 2x subbuck !nsw.ng shown V MITI. FROM I"MIN. FROM MASONRY EDGE MASONRY EDGE+ (TYP.J ITYP.) I zi z 2 m 2X 6UCK a A �E^ 'y w INTERIOR EXTERIOR 3 HEAD JAMB q NZ-9 . InsvnnshownV INTERIOR A s EXTERIOR JL 0.75'MIN. GSINK 0.2Y MAX. SHIM SPACE LISIMIN. EMS. S VERTICAL SIDE JAMB 4 To wood frame Inswing shown R5 o i W. INTERIOR �%//////� EXTERIOR EXTERIOR i d E� is 2-112 MIN. FRGM 2-1/2"MIN. FROM MASONRY EDGE MASONRYEDGE (TYP.) (TYP.) (19 VERTICAL CROSS SECTION Inswing configuration INTERIOR EXTERIOR 21/e MIN. FROM 2-1/2 MIN. FROM f— MASONRY EDGE MASONRY EDGE (TYP.) ITYP.) 54 _ bERTICAL CROSS SECTION 5 Irsving co Aurclion INTERIOR 2-7/2�MIN. FROM 21/2" MIN. FROM MASONRY EDGE MASONRY EDGE (TYP.) (TYP.) r2�\ VERTICAL CROSS SECTION J Outswag config=fion EXTERIOR INTERIOR 2-1/2 MIN. FROM I 2-1/2"MIN FROM MASONRY EDGE MASONRY EDGE.+ (TYPO ITYP-) r�VERTICAL CROSS SECTION 1 5 Ouhwing configuraton {LLf S�Na INTERIOR EXTERIOR kk ei ,u O m u r n` E _t 20 z' rn1 e oSvR 21 1$ 090� m o 21/2"MINeFROM 2-1/2"MIN. FROM ��- MASONRY EDGE MASONRY EDGE (TYP.) (TYP.) o z moo 0 3 VERTICAL CROSS SECTIONIN S & `1it� 2-1/2-MIN. FROM 2-117MIN FROM -.�- MASONRY EDGE MASONRY EDGE.-s )TYP.) (TYP.) VERTICAL CROSS SECTION 5 OulnwingcwVgumfion e^ JK o 15225.E:80 n 5 m 5 R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building industry C P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate ofAulhoriwlion No. 9813 Product Sub Category Manufacturer Product Name Category Thermo Tru Corporation "Premium Series, "Construction Series" Exterior Swinging 118 Industrial Dr and "Benchmark by Therma-Tru" Doors Exterior Door Edgerton, OH 43517 8'0 Single Opaque or Glazed Panel w/ & W/o Sidelites and Transom Assemblies Phone419.298.1740 Inswing I Outswlng Steel Door Scope: Product Evaluation report issued by R W Building Consultants, Inc. & Lyndon F. Schmidt, P.E. (System ID # 1998) for Thermo Tru Corporation, based on Rule Chapter No. 9N-3, Method 1A of the State of Florida Product Approval, Dept. 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: 1. This product anchoring has been developed in compliance with the 2010 Florida Building Code (FBC) structural requirements excluding the "High Velocity Hurricane Zone". See the Certification Agency Certificate for sizes, specifications and design pressure ratings. 2. 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. Wood screws shall be Installed following Installations Instructions of ANSI AF&PA NDS 2005. All other fastener types to be Installed following fastener manufacture's installation instructions. 4. Fastenerembedment depths, edge distance and center -center distances shall be specified by the fastener manufacture, but in no Instance shall they be less than shown in drawing FL-15225.6-80. 5. Where shims are used, they must be a "rigid / stiff" material that complies with the requirements of the FBC. 6. Positive and negative design pressure requirements for use with drawing FLA 5225.6-80 shall be determined by others for specific jobs In accordance with the governing code. 7. Site conditions that deviate from the details of drawing FL-15226.6-80 require further engineering analysis by a licensed engineer or registered architec Supporting,Documents: 1. Test Report No. Test Standard NCTL-21�0-2030-1 AAMA/NWWDAI101II.S.2-97 TEL 01460147 ASTM E330-02 2. Drawing No. Prepared by No. FL-15225.6-80 RW Building Consultants, Inc. (CA #9813) 3. Calculations Prepared by Product Anchoring RW Building Consultants, Inc. (CA #9813) Buck Anchoring RW Building Consultants, Inc. (CA #9813) PF 120B Sheet 1 of 1 Testing Laboratory Signed by NCTL Barry D. Portnoy, P.E. Testing Evaluation Lab. Lyndon F. Schmidt, P.E. Signed & Sealed by Lyndon F. Schmidt, P.E. Signed & Sealed by Lyndon F. Schmidt, P.E. Lyndon F. Schmidt, P.E. Lyndon F. Schmidt, P.E. FL PE No. 43409 2/21/2012 NOTICE OF PRODUCT CERTIFICATION Company: Therma-Tru Corporation Certification No.: NI005567-R4 108MutcfeldRoad Certification Date: 01/07/2004 Butler, IN 46721 Expiration Date: 12/3112015 Revision Date: 01/04/2012 Product: Construction Series Wood Edge Glazed Steel Door Inswing/Outswing w/14" Sidelites & 16" Transom Benchmark by Therma-Tru Series Wood Edge Glazed Steel Door Inswing/Outmving w/ 14" Sidelites & 16" Transom Specifications Tested To: ASTM E283/33OIE331ITAS202-94 To verity that the "Notice of Product Certification" is valid, please visit www.NAMICertification.com to assure that the product is active and currently listed. This certification represents product conformity to the applicable specification and that certification criteria has been. satisfied. Please review and advise NAMI is any corrections are required to this document. Inswing Glazed Design Missile + Test Report Number Configuration 71outswing or or Maximum Pressure I Impact & Opaque Size Pos/Neg Rated Comments i O/OXO 1/S Glazed 519" x 9'4" +47/47 Door -No NCTI.: 210-2030-1 Single Door tv/ I I Sidelite-No Sidelite/Transom Transom -No O/OXO O/S Glazed 5'9" x 9'4" II +47/47 Door -No NCTL-210-2030-1 Single Door vv/ Sidelite-No Sidelite(P—ransom Transom -No i 1 I National Accreditation &;Management Institute, IncJ4794 George Washington Memorial Highway/H�VVies, 'VA 23072 Tel: (804) 684-51241Fax: (804) 684-5122 NAMI AUTHORIZED SIGNATURE: L i Florida Building Code Online Pagel of 3 ,usiness Professional: Regulation m� 11ii FA Dipafu entof Bus Home Will. I user Registration 1 H4tTo1io I Submit Surrhame Stats8tFacts Pubscatlo.sMCStaO BCISSae M.P Links search pinesP,nal -�9�-fessi li Iat1 UEadPu�cicUser Approval ulation PrMUR AnorovA Hemr Pm,,ct., eorRoll.o Search Annacatlon l at> Appli.b.n Detail FL # FL35371 Application Type New Code Version 2010 Application Status Approved *Approved by DBPR. Approvals by DER shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments This product application has Expired Certification Agency Certificates and/or Quality Assurance Contracts. RR Archived ❑ Product Manufacturer DAB Doors Company, Inc. Address/Phone/Email 12195 NW 98 Avenue Hialeah Gardens, FL 33018 Authorized Signature ]avail Ahmed alfarooq@afceng.com Technical Representative Allen Berger Address/Phone/Email 12195 NW 98 Avenue Hialeah Gardens, FL 3301E rberger518@hotmall.com Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sectional Exterior Door Assemblles Compliance Maned Certification Mark or Listing Certification Agency Miami -Dade BCCO - CER Validated By Miami -Dade SCCO - VAL Referenced Standard and Year (of Standard) Standard year TAS 201-94 1994 TAS 202-94 1994 TAB 203-94 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 03/26/2012 Date Validated 03/27/2012 Date Pending FBC Approval Date Approved 04/06/2012 l.tt..•//...r..... flr.r:.l.,h.a�l.i�.,,. �rrr/rrr/r.r or.r rltl ocr,��.,ore,,,=.arl:F\IX(1.aATlntT7R S77 n.rAi\I/T 1 nn u/�nl z Florida Building Code Online Page 2 of 3 Summary of Products FL # Model, Number or Name Description 15371.1 Hurricane Master Model 8241811 Steel Large missile Impact resistant 16'-2' x 16' Steel sectional garage door. Sectional Garage Door 16'-2- Wide (Reinforced) w/ Window Lite Option Limits of Use Approved for use in HVHZ: Yes Certification Agency Certificate FL15371 RO C CAC 16x16 Garage Door LMI 112-0110.08)dwo98- OS.odf Quality Assurance Contract Expiration Date Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +48/-52 Other: See attached limitations of use for Installation Instructions. 07/21/2015 Installation Instructions 71 RO II 16.16 G.r.ge Door LMI 12 0 dw 8-05. df FU5371 RD 11 Limitations Of Use.odf Verified By: Javad Ahmed PE #7D592 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Pa 15371.2 Hurricane Master Model 824/811 Steel Large missile Impact resistant 16'.2- x I6'steel sectional garage door. Sectional Garage Door 16'-2- Wide w/ Wintlow Ute Option Limps of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant•. Yes Certification Agency Certificate FL15371 RO C CAC6x16 Damns, Door L 0d4 dw 2- 21 adr Quality Assurance Contract Expiration Date Design Pressure: +36/-44 07/21/2015 Other: See attached limitations of use for Installation Instructions. Installation Instructions FLIS371 RD 11 16 I G 0 .14 v FLIS371 RD 11 Limitations Of llse.Ddf Verified By: Javad Ahmed PE #70592 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: 15371.3 Hurricane Master Model 824/811 Steel Large missile Impacttesistant 18'-2' x 16' steel sectional garage door. Sectional Garage Door 38'-2- Wide w/ Wintlow'te0 tion Limps of Use Approved for use In HVHZ: Yes Certification Agency Certificate FL15371 Ro C CAD 18.16Garage Door LMI.12 d 03.0dr Quality Assurance Contract Expiration Date Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +40/-44 Other: See attached limitations of use for installation instructions. 03/29/2017 Installation Instructions FL15371 RO 11 18.16 G.raceDoor LM 1 2f9,12) own 0 -03. tl FL15371 RO 11 Limitations Of Use.odf Vedfied By: Javad Ahmed PE #70592 Created by Independent Tbird Parry: Yes j Evaluation Reports Created by Independent Third Pa 15371.4 Model 824: 16'-2- Wide (Reinforced) Steel Large missile Impact resistant 16'-2- x 16' steel sectional garage door. Sectional Garage Door w/ Window Ute Option Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FLIS371 RO C CACx1 ar D r LMI w 0 18.od! Quality Assurance Contract Expiration Data Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +56/-64 02/22/2016 Other. See attached limitations of use for Installation Instructions. Installation Instructions FL15371 RO 11 16x16 Garager LMI 10.07 own I f FL15371 RO II Limitations Of Use.odf Verified By: 3avad Ahmed PE #70592 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: 15371.5 Model 824: 1G'-2" Wide Steel Sectional Large missile impact resistant 16'-2" x 16'steel sectional garage door. Gera a Door w/ Window Lite Option Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FLIS371 RO C CAC16x16 G.,ageO 1 ow - 06.ml Quality. Assurance Contract Expiration Date Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +27/-30 08/14/2016 Other: See attached Iimitatons of use for Installation instructors. Installation Instructions RO 11 16xl6 GarageDoor LMI 0 f FL15371 RO If Limitations Of Use,ad Verified By: Javad Ahmad PE #70592 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Pa 15371.6 Model T 18%2" Wide (Reinforced) Steel Sectional Gaage Door w/ Window Ute Large missile Impact resistant 18'-2- x I& Steel sectional garage door. Option Limps of Use Certification Agency Certificate Approved for use In HVHZ: Yes FLI 5371A r LMI 2 0110. 2 dw Z4.odf Approved for use outside HVHZ: Yes Impact Resistant: Yes Quality Assurance Contract Expiration Date Design Pressure: +55/-64 03/10/2013 Other: See attached limitations of use for Installation Instructions. Installation Instructions FL15371 RO 11 18x16 Garage Door LMI (12-0110.121 dwp 99-24.odf FL15371 RO 11 Limitations Of Use.odf Verified By: Javad Ahmed PE #70592 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: 15371.7 Model 824: 9'-4" Wide (Reinforced) Steel Large missile Impact resistant 9'-4- x 16' steel sectional garage door. Sectional Gaage Door w/ Window Ute O tion Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FLI 5371 ROC CAC 9xl6 GarageIMI 2 0. dw 0 05.0f Approved for use outside HVHZ: Yes Impact Resistant: Yes Quality Assurance Contract Expiration Date 1.++_.i/.........n,._: a..l-..:u:..�,._.. /.._/-... ...... a+11All o/'1n14 Florida Building Code Online Page 3 of 3 Design Pressure: +62/-70 Other: See attached Iimltadons of use for Installation instructions. 10/04/2016 Installation Instructions FL15371 RO 11 9 16 C2ijggg Door LMI (12-0110 13) dwri 01-95Otlf P t 5371 RO H L' Rations Or Use 0" VeriOed ey: lavatl Ahmed PE #70592 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: 15371.8 Motlel 824'. 9'-4- Wide Steel Sectional Goa a Door w/ Window Ute Option Large missile Impact malstant 9'-4-x 16'steel sectional garage door. Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +50/-60 Other: See attached limitations of use for Installation Instructions. Certification Agency Certificate Fi RO C CAC 9.16 Garage Door LMI (12-0110 06) tl 01- 09.0df Quality Assurance Contract Expiration Data 08/09/2016 Installation Instructions FL15371 RO II 9.16 Garage Door LMI (12-0110 06) own 01-09 odf FLI5371 RO 11 Limitations Of USe.0f Verified By: lavatl Ahmad PE #70592 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party; 15371.9 Model 914. 12'-4" Wide Steel Sectional Large missile Impact resistant 12'-4" x 18'steel sectional garage door. Garage .or LImIM of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/-65 Other: See attached limitations of use for Installation Instructions. Certification Agency Certificate FLIS371 RO C CPC 12 18 rgMqe Door LMI (12-0110 09) dwQ 04- 41P1 Quality Assurance Contract Expiration Date 07/14/2015 Installation Instructions 5371 RO II 12 18 Gr Do rLMI f12-0110 09) tl 09-01 tll FL15371 RO II LI I[iatlo,,5 Of Use odf Verified By: lavatl Ahmed PE #70592 Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Q Conte :: 1940 north Morron Street Tallahassee FL 32399 Phone: 850-487-1824 The Stale of Florida is an AA/EEO employer. C 0 -20 3 State of Florida :: Pr vacv statement :: Access b'I tv Statement :f Refund Statement Under Florida law, email addresses are public records. If you do not want your a -mall address released In response to a public -records request, do not send electronic ail to this entity. instead, contact the office by phone or by traditional mall, if you have any questions, please contact 850.487.1395. 'Pursuant to Section 455.275 (1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address, if they have one. The emalle provided may be used for official communication with the licensee. However small addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.s., please click btFa. Product Approval Accepts: ©® hc1 CredltSCBr t.a+_. //,,,,—, Fl,..:.7.,1.,.:1.7:........./...-/,..- o.. rltl ocnv7naram=xx((:FV'Vo ixrtT)ntT-TR577nvf1WT 1 nil ROM I