Loading...
HomeMy WebLinkAboutPRODUCT APPROVAL i 112114 Florida Building Code��Oppnn�liipne SCAEO o ' 0 By 0 e a B St. t H. pg cie CoMy Florida (tl lentd BCIS Home Log In I User Registration Hot Topic Submit Surcharge I Stais&Facts I Publications I FBC Staff I BCIS Site Map I Links Search Busi e uProf 2]1 4USER:Publiic User Regul'tion Product Aooroval Menu>Product.or AODlication Search>Aoolica on List>Application Detail FL# FL15225-R1 Application Type Editorial Change Code Version 2010 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 Therma-Tru Corporation Address/Phone/Email 118 Industrial Drive Edgerton,OH 43517 (419)298-1740 rickw@rwbldgconsultants.com Authorized Signature Vivian Wright rickw@rwbldgcons m _ REVIEWED&APPROVED FOR: Technical Representative Address/Phone/Email LOt Queen's Island lPrpserve by; date: Quality Assurance Representative Randall .Stofft Architects, P.A. Address/Phone/Email FL#0011105, FIRM#AA00379 Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or listing Certification Agency National Accreditation&Management Institute, Validated By Ryan J. King, P.E. 9 Validation Checklist- Hardcopy Received Referenced Standard and Year(of Standard) Standard Year 101/I.S.2 1997 ASTM E1886 2002 ASTM E1996 2002 ASTM E330 2002 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 07/06/2012 Date Validated 07/08/2012 Date Pending FBC Approval Date Approved 08/14/2012 Summary of Products httPS:/ floridabuilding.org/pr/pr_aPP_tl.as x?Param=wGEVXQvADqV31WKJZlQRASWOG%2b2JlTw7rYKMmT4iO46NfP�FtAD/o3dD/o3d 1/3 � Y 1/2/14 Florida Building Code Online ' § .t"t AY"e°,�.w�' t• � 'y � " _ � t G.KU.sc , �'"o-, �....Do 10 " .z a-._x _ ,# ��UrtN„ r wi BCIS Home ! Log In ! User Registration � Hot Topics ` Submit Surcharge Stats&Facts ` Publications FBC stafF BCIS Site Map Links Search s Busin s4 , Profe i laf I product Approval r)wS§- USER:Public User i Regina can romwowym Product Anrmvai Menu>Pmdoct rtr Apoji_rntinn Search>,A„on icatMn List>Application Detail FL# FL15225-RI Application Type Editorial Change Code Version 2010 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 Therm-Tru Corporation Address/Phone/Emil 118 Industrial Drive Edgerton,OH 43517 (419)298-1740 rickw@rwbidgconsultants.com Authorized Signature Vivian Wright tic kw@rwbldgconsultants.com Technical Representative Address/Phone/Emil Quality Assurance Representative Address/Phone/Emil Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation&Management Institute, Validated By Ryan J. IGng,P.E. Validation Checklist- Hardcopy Received Referenced Standard and Year(of Standard) Standard Year 101/I.S.2 1997 ASTM E1886 2002 ASTM E1996 2002 ASTM E330 2002 TAS 201,202,203 1994 Equivalence of Product Standards Certified By i Product Approval Method Method 1 Option A Date Submitted 07/06/2012 Date Validated 07/08/2012 Date Pending FBC Approval Date Approved 08/14/2012 Summary,of Products r--_...._A.. ......., https:/Amm,,.floridabuilding.org/pr/pr app d.aspC?param=wGEVXQvADgJ3yJVKIZ1QRASQ)BOG%2b2JITw7rYKMmT4iB46NfpArFtA%3da/o3d 1/3 3 ' 1/2/14 Florida Building Code Online __._........__..._..--.............._........ _._._..._............. _....._..__...-...__,.._..__............._............_.. _............_....... FL# i Model,Number or Name Description _ 15225.1 i a."Classic-Craft"and"Benchmark by 6/8 and 8/0 Opaque and Glazed Fiberglass Door with and without Therma-Tru" Sidelites.Inswing and Outswing Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FLIS225 R1 C CAC 15225.1 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 I Other:See INST 15225.1-68(68 Door Products),INST 15225.1- FL15225 Rl II INST 15225 1-68 odf 80(8'0 Door Products)and INST 15225-68M(6'8 Door Products FLIS225 RI II INST 15225.1-80.pdf Direct to Masonry)for installation instructions.(Note-Glazing FL15225 RI-11-INST 15225-68M odf Shall comply 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 1-80 odf I FL15225 R1 AE EVAL 15225-1-68.pdf FL15225 R1 AE EVAL 15225-68M,pdf Created by Independent Third Party:Yes 15225.2 I b."Construction Series"and. 6/8 Opaque Steel Door with and without Sidelites.Inswing and "Benchmark by Therms-Tru" Outswing Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL15225 R! C CAC 15225.2 NAMI certs.pdf 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(6'8 Door Products)and INST FL75225 Rl IT INST 15225.2-68 pdf 15225-68M (6'8 Door Products Direct to Masonry)for installation FI15225 R` IT INST 15225-68M,pdf 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 FL15225 Ri AE EVAL 15225 2-68 pdf FL15225 R1 AE EVAL 15225-68M.gdf Created by Independent Third Party:Yes :: _—_—::......._.... M.. ..___.......................__._._.___._._._._...._._..W._.._._._.-_....._.__.....-._...-.. _ _ _.._.._._�__._-......._......._.-..._ __........_...._.... _._.. __._..___..._..__._.....___._.. ._.w___.._........I......___._....___..__-_.-.........._._ ._.._.__- ...._... __...._ —__..._._._._._ __.................__........._..............__.... _... 15225.3 1 c."Fiber-Classic"and"Benchmark by 6/8 and 8/0 Opaque and Glazed Fiberglass Door with and without Therma-Tru" Sidelites.Inswing and Outswing Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL15225 Rl C CAC 15225.3 NAMI certs.ndf 11( 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 15225.3-68(6'8 Door Products),INST 15225.3- FL15225 R1 II INST 15225.3-68.pdf 80(8'0 Door Products)and INST 15225-68M(6'8 Door Products FL15225 Rl II INST 15225 3-80 pdf Direct to Masonry)for installation instructions. (Note-Glazing FLIS225 Ri 11 INST 15225-68M.pdf Shall comply with ASTM E1300-04) Verified By: Lyndon F.Schmidt,P.E.43409 Created by Independent Third Party:Yes Evaluation Reports FL15225 RI AE EVAL 15225.3-68.pdf FLIS225 111 AE EVAL 15225 3-8D odf FL1S225 R1 AE EVAL 15225-68M.Ddf Created by Independent Third Party:Yes .............._._ ...... ..............__.__._......_._....................----._......_-........................._..........._..........._....___._........................_.........._......_.......... . 15225.4 - :,d."Premium Series"and"Benchmark by 6/8 and 8/0 Opaque and Glazed Steel Door with and without Therma-Tru" Sidelites.Inswing and Outswing Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL15225 RI C CAC 15225 4 NAMI certs pdf 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 15225.4-68(6'8 Door Products),INST 15225.4- FI-15225 RI II INST 1.5225.4-68.ndf 80(8'0 Door Products)and INST 15225-68M(6'8 Door Products FL 1522,9 R1 11 INST 1.5225.4-80.pdf Direct to Masonry)for installation instructions.(Note-Glazing FLIS225 R1 I1 INST 15225-68M.pdf Shall comply with ASTM E1300-04) Verified By: Lyndon F.Schmidt, P.E.43409 Created by Independent Third Party:Yes Evaluation Reports I FLIS225 RI AE EVAL 15225.4-68.Ddf I FL15225 R1 AE EVAL 15225.4-80. df FL15225 S22S Qt AE EVAL 15225-68M pdf Created by Independent Third Party:Yes 15225.5 e."Smooth-Star"and"Benchmark by 6/8 and 8/0 Opaque and Glazed Fiberglass Door with and without Therma-Tru" Sidelites.Inswing and Outswing ___._......._...__ _ _ ...__................._._._ ._......................__ ....__..._.............._.._......._...............___.........___._.__._..._................._--......._....................._..._.____...._......_................................. ..._._._...... Limits of Use Certification Agency Certificate Approved for use In HVHZ:No FL15225 RI C CAC 15225.5 NAMI certs.pdf 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 15225.5-68(6'8 Door Products),INST 15225.5- FL1522-1 R1 I1 INST 15225.5-68.pd f 80(8'0 Door Products)and INST 15225-68M(6'8 Door Products FL15225 Ri II INST 15225.5-80.pdf Direct to Masonry)for installation instructions. (Note-Glazing FL15225 Rl 11 INST .15225-68M,adF Shall comply with ASTM E1300-04) Verified By: Lyndon F.Schmidt, P.E.43409 Tn.lnn —i—f•Tk;M 13. .—V— https:/Amiv,(.floridabuilding.org/pr/pr app o.aspx?param=wGEVXQwtDqd3yA/KJZlQRASQ)6OG%2b2JlTw7rYKMmT4i046NfpArFtA%3d%3d 2/3 I 1/2/14 Florida Building Code Online 1-1-uy uru p—U.nt. rnuu rainy. rca Evaluation Reports FL15225 R1 AE EVAL 15225.5-68.0f FL15225 R1 AE EVAL 15225.5-80.0f FLIS225 R1 AE EVAL 15225-68M.pdf Created by Independent Third Party:Yes 15225.6 f."Premium Series", "Construction 6/8 and 8/0 Opaque and Glazed Steel Door with Transon With Series"and"Benchmark by Therma- and without Sidelites.Inswing and Outswing Tru"with Transoms Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL15225 Rl.C CAC 15225.6 NAMI certs.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 12/31/2015 Design Pressure:N/A Installation Instructions E Other:See INST 15225.6-68(6'8 Door Products)and 15225.6-80 FL15225 Ri II INST 15225.6-68.Ddf (8'0 Door Products)for installation instructions. (Note- Glazing FI 15225 R? II INST 15225.6-80.Ddf Shall comply with ASTM E1300-04) Verified By: Lyndon F.Schmidt,P.E.43409 Created by Independent Third Party:Yes Evaluation Reports FL15225 R1 AE EVAL 15225.6-68.Ddf FLIS225 R1 AE EVAL 15225 6-80 udF Created by Independent Third Party:Yes liue.1r tdexi Contact Us::1910 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibllity 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 publio-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,licensees 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 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 dick here. Product Approval Accepts: ® e..bEcx .!+r'.1C4A1'3[.Y?5 MiY.'ttlK: hffps:/Amm floridabuilding.org/pr/pr app dfl.aspPparam=wGEVXQ\AtDqJ3yWKJZIQRASQ)6OG%2b2JiTw7rYKMmT4!046NfpArFtA%3dp/g3d 313 TH,:ERMA, TRUO OVUAM WIDBi m .0!0 THERMA ,TR DOORS —T gg Cq i'tq lH0U=.RIAL DR„Eocrwom,'oK 43s 9.? N•?. 1 C �. ti .-. •. A f4 tt' er o' it i _ 3 o "Premium�er�es ! Canstrrctrrarreris at�cf' Bar�cimar tay�"herma-7"�xa �o Q 8'OR$INGLE OPAQUE OR GLAZED:PANEL >R Q T t W1 A /010 oSIDELtTE;SAN�TRAN*;O • INSWING I OUTSWING e !` .STEEL DOOR 4 0: Gsr�rat R4otes:, � u t;'MAX t ibis grcaduct anaharing drawhg tw,been developed in coW5ance with the 2010'Anrida c3Sr€ttACi 53.25`"MAX. flYc'RAEt WtfsTSTtt`—" �� BwYding Cade,(Mq e)tdudng the`Figh VdocityNumc6ne Zane.See the Cetffrccition Agency q*ificate[ar s`r6s'5Wffca s and rafings s z i 2 s 2. Product anchas shall be as listedtndsaced osshtssvrt an deta{. ehotembedmerit 5 5 5 5 5 to base ostedoltha€t be beyond aoll d essasg,stucco,foam,brick and otherwail � t oveangs __ _ SINGLE I/S 0Fur�s at�Q rry i�Sci�+c?foxa Coe a a' PEA$®&SfC�dY PRESSUEtE f e n 3.. Wood screws shod tailed foifaw#rc1 instaAoPion.iflsfamc#totss;a(Fa tSU riEB PA Ni�S 2CK15., +47.0 -47.0 I �, i�t o4hwr fastener-types to ba'anstaiied fo3lcsrdirig ti:tstetiis trt6r�ifactU€er's insta€;ca#ia� ��G, �:� � i ;: irtshvetcrrs. u`5� W..W �c I. 4Fasten embedmentptfrg,edge cs;€arnes and canter centsrisf�snces shag fseas tspecifd,bythstasten inatintactc rer9itrtr nir'cr+��arca sttatl#hey be Less fihan slsoevnIn t :: v thb.dtawtng, n t = a 5:. Whera st ms am Used theyroust be a`t o-I stiff'mtsaedol that compges W+Eh the requwemonts of iite2€71016C. u. � 5.. Positrra trnd negai�c des€gnevra raq sreinents€orwei�rth tip ra�gi }sha14 be 5 c!0c Wnedt�yothersfc�spea�fc�s's�'accorct wzthttiegovecrEittgcocta: � fE'CaYCtitSiK7tfVed;l3ytilii4'r;W1rt Cf8.5"313 att43UriiSPE z 4 5 8 t 2 3 4 5 & r TAlr�tt�EvQtPIE!#I'S' _ 5 � 5 � ate, 5 5 � 5 air:^wt„ wr tni74 Tf•',.h` sou c3 f X VNGLE UWT tY SIDaf3E AND'r{.i?ts$c3r f},OY ��2f z SttFkT DtSCRtPTi4 N MAX DA31014 PRMU M DESIGN PRESSUPE I DAM- t� � t €tpicat atevat-ct-aes n ptessares�a=ner�rurt s +47.0 -47.0 +47..0 =�7.0 2 Eca k cr c#,crtg t of mats. .ram: JK 8 .:frCtYtft'atit _ laG�ka�krYd�satrs.ss�& CHFi 5s! L(='a 'Jt"tFFtt{Ii:�raE?ttc,�&-��;'HCCt<3.9SS£DCttOttS K`seTKSF75iGHA'"tR Y SO 0EA MOW, � 3 YetDicoiersxssse•:5 #��K.ssssr�susts��es�s�sa �aarar�g h2—t5225:d—Hfl `� .M1,•,. •.. S tV 6 z N z° MASONRY MULLION `mot OPENING N>° MULLION `v z o y S 4 SHOWN FOR 4 SHOWN FOR 4 E"�o n E REFERENCE REFERENCE o z z o uT TYP. TYP. TYP. HEAD z m° HEAD HEAP & JAMBS & JAMBS & JAMBS SEE NOTE 1 a SEE NOTE 1 SEE NOTE 1 C 2X BUCK 2X BUCK E ¢" —r $ 2X BUCK M cwi MASONRY z av 0 MASONRY OPENING a)cWi OPENING N a N 0 o z� moo Zvi o SINGLE UNrF W/SIDELfTE AND TRANSOM SINGLE UNIT W/SIDELITES AND TRANSOM SINGLE UNIT WITH TRANSOM o BUCK ANCHORING � BUCK ANCHORING BUCK ANCHORING a a Iteml DESCRIP77ON Material N q 1#10 x 2-1/2 PFH WOOD SCREW STEEL o 1 11 10 x 3 4 I.G. PFH WOOD SCREW Hine to Frame STEEL NOTES: rn ' 3 8 x 2-1 2 LG. PFH WOOD SCREW STEEL 4 7 4" x 2-3 4" PFH ELCO CONCRETE SCREW STEEL 1,i/4"Elco Concrete screws anchoring 2r buck require a 5 1 4" x 1-3 4' OW PFH CONCRETE SCREW STEEL minimum I"clearance to masonry edges,a 7-114"minimum c 9 i 4" x 3-3 4" ITW PFH CONCRETE SCREW STEEL embedment and a minimum 4"clearance to adjacent 11 3 16" x 3-1 4" ITW PFH CONCRETE SCREW S�� concrete screws.Substitution of equal concrete screws from a z° 12 i 4" x 3-1 4" 1TW PFH CONCRETE SCREW STEEL different supplier may have different edge distance and F 13 MASONRY — 3,192 PSI MIN. CONCRETE CONFORMING TO ACI center distance requirements.Concrete screw locations at the w z 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE comers,at mullion locations,and at astragal locations may be o91 16 1 4" X 2-1 4" PFH ITW CONCRETE SCREW STEEL adjusted to maintain the minimum edge distance to mortar z joints.if concrete screw locations noted as'MAX.ON CENTER" o 0 Q 20 HEADER JAMB 4,656 X 1.25" THERMA—TRU, PINE SG >= 0.42 WOOD z a 21 3 4 THK. PRESSURE TREATED SIDELITE PAD WOOD must be adjusted to maintain the minimum edge distance to 0 mortar joints,additional concrete screws may be required to °^'e 2121112 i 0 30 i 2" X 1" X 25 GA. CORRUGATED FASTENER STEEL ensure the maximum on center dimension is not exceeded, srxe N.T.S. ° 2.2X buck min.S.G.a cxnK 0.55. W a-. F m' .ar: LFS ; mkmNO No.: FL-15225.6-80 0 sNr 2 OF 5 &1 6H� M I 6 > z L L -� — D. "E" �- 3D 9.m W o N z° O1 N i ri - - - -TT, _ _ i _ M / �.•nLL E 4 MULLION — x A IN 2X BUCK MULLION INSTALLATION ?m°° SHOWN FOR w = =o y SHOWN FOR ; m W/1X BUCK l M 8 9 d t ��4 REFERENCE w 1- �¢w REFERENCE h - 9 INSTALLATION- SEE ° 'm a a ` Z Z o_O< — TYP. HEAD & DETAIL >W Ym"' A /2X BUCK INSTALLATION JAMBS "1" a •c ti A W/2X BUCK INSTALLATION _ =o SEE NOTE 1 ~ — U o 9 W/1X BUCK INSTALLATION 9 W/1X BUCK INSTALLATION — ¢ — I — TYP. HEAD & JAMBS — a TYP. HEAD &JAMBS I y = —L SEE NOTE 1 y SEE NOTE 1 I v w SEE SEE DETAIL SEE n o z SEE _ NOTE61 v "6= DEfAtL "4° DETAILLNOTE ifi 16 SEE d - v¢ EE J 16 2" o zd DETAIL rr o� - n°� - m 12 5 NOTE 1 SEE f2- "4" N+ >in 5 SEE SEE - 1 N+ m NOTE 1UJ 0 � — — — of I __J L— F �- a a "0" "E" I C. 110" A" "B" A" m VIEW "C"—"C" SINGLE UNIT W/SIDELITES AND TRANSOM ViEW "E"—"E VIEW "D"—"D" SINGLE UNIT WISIDELITE AND TRANSOM ViEW "B"—"B" SINGLE UNIT WITH TRANSOM VIEW A"—A" NOTES., 1. 1/4"ITW concrete screws anchoring frame and/or sill require a minimum 2-1/2'clearance to B masonry edges,a 1-1/4"minimum embedment and a minimum 3"clearance to adjacent � � z concrete screws.Substitution of equal concrete screws from a different supplier may have o different edge distance and center distance requirements. Concrete screw locations at the B 1 C m comers,and at mullion locations,may be adjusted to maintain the minimum edge distance to 2�1 u mortar joints.If concrete screw locations noted as MAX.ON CENTER"must be adjusted to C pmaintain the minimum edge distance to morlarjoinis,additional concrete screws may be 1 o required to ensure the maximum on center dimension is not exceeded. DETAIL "6" DETAlL "4" ? 2. 3/16"ITW concrete screws anchoring frame ard/ors71 require a minimum 2-5/8"etearanee to masonry edges,a 1-1/4"minimum embedment and a minimum 2-1/4"clearance to adjacent concrete screws unless otherwise noted by concrete screw manufacturer. A W/2X BUCK 3 o 3.The sideGte is direct set into the jamb with(12)#8x 2"plh.wood screws.There are(4)at each INSTALLATION101 0 v z o verticoljamb,from the top down at 13.5,31.48.5"&66".There are(2)at the header at 4"from 1 W/1 X BUCK 11 2 2 t 12 the outside comers of the frame.There are(2)at the sM,4"from oA1E the outside comers. INSTALLATION o o A SEE NOTE 2 scNm N.T.S. 4. For optional sidelffe construction with staples sidelife is direct set Into the jamb with(5)7/s'X M.BY. JK m i6 go.staples along each jamb(6"from ends and equally spaced thereafter). 1 Mr ar. LFS DPAWNG No.: n " FL-15225.6-80 a S. Latch,deadbolt and hinge locations vary. See Certification Agency Certificate and DETAIL "1 DETAIL "2 " correcsponding lest reports for specific dimensions and design pressure ratings. SHEET 3 of 5 N R:\A-Projects%Prolect Folders\Proj 1201-13001pf 120B1D.RWBC Drawlegs11522S\FL-15225.6.dwg,4-80 X W W Z C 22 :u 'Om �O .%D m:, I .25"MAx.SHIMSPACEO Cai) ('dA1) z 3 3�J03A21NOSVW 3003A21NOSVW�'^ 1.25'MIN, o jz W0N1 'NIW„t W08A'NIVY„t EMB.TYP, — nn O 1m� 0 -�- X �v �oz co m c: 0 W Z H m I� D O mF5 A ER lV ER A ID O m oC a O m0.15'NJN. C-SINK 0.25°MAX. SHIM SPACE 1.15"MIN. I EMB. as cn \ m so< 22 �p 3�rn G X klY Z W m H 0! � n 0- 0 zz Pc? `m� m ,p w �zz 1 IS'MAX <o z SHIM SPACE 1.15"MIN. L^ EMB. 1.25 MIN. _ t1 B.TYP. SZ PRODUCT: Do<umeota P-p—d er hE+ UIID[NO CONSULTANTS.INC. I 7HERMA—TRU N FIBERGLASS DOOR P.O.eoz 230 Valrco Ft 33595 I,P N x Phona No.:613.t1$9.9197 hJ u ? PART OR ASSEMBLY: Florida Board of .,,I Propenalonol Fs9intera L . CarUfloato Of At rI on No.9813 HORIZONTAL & VERTICAL 7-Lll� I� o N NO DATE REVISIONS BY CROSS SECTIONS Lyndon F.Schmidt P.E No.43409 (D 2C 1 2 R.`N.BYILCINp riONauLTANTs INC. r �m INTERIOR EXTERIOR 00!OZ cn c Noi INTERIOR & FERIORX EXTERIOR INTERIOR iom'c E 20 Z z� � 0 9$ asuLL `.L S`C 21 13 �W 13 13 - . ''. '' -- � 16 r -, '�� r .• •.��`��'� 16 2-1/2"MIN.FROM a I 2-1/2"MIN.FROM 2-1/2"MIN.FROM 2.1IT MIN.FROM 2-1 IT MIN.FROM 2A/T MIN.FROM a-MASONRY EDGE �i.— MASONRY EDGE MASONRY EDGE-- �-MASONRY EDGE MASONRY EDGE EDGE.. RYA.) I MASONRY NRY y (TYP.) (TYP.) (TYP.) (TYP.) pp--o z f—Typj 2 U VERTICAL CROSS SECTION 2 VERTICAL CROSS SECTION 3y m ` S Inswing configuration g Outswing configuratior, 5 VERTICAL CROSS SECTION fo o � o 0 a E m 6 INTERIOR EXTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR z� 1b zo za z " o 13 ci 2-1/2"MIN.FROM '^ a 2-I/2"MIN.FROM 2-1 IT MIN.FROM 2-1 IT MIN.FROM 2-1 IT MIN.FROM 2-1/T MIN.FROM n -- MASONRY EDGE - - MASONRY EDGE+� �� MASONRY EDGE MASONRY EDGE— -�MASONRY EDGE I- MASONRY EDGE— 2 (TYP.) (TYP.) (TYP.) (TYP.) (TYP.) I (TYP.) 4 p � m O IT VERTICAL CROSS SECTION rS1 oaTe 2 21 T2 3 Iruwrg configuration Oufswirg configuration Outswing configuration VERTICAL CROSS SECTION 6 VERTICAL CROSS SECTION Z U 0 $ $ 5 o scuE N.T.S. 5 c nwc sr; JK m CM Err; LFS 3 S oRnanNc eril.; � C FL-15225.E-80 0 5 SM7 5 of 5 . W R W Building Consultants, Inc. �^t Consulting and Engineering Services for the Building industry �✓ P.O.Box 2M Vatrico,FL 33595 Phone A 13.659.9197 Florida Board of Professional Engineers Certi licate of Authorization No.9813 t 4 l B l Pro uct C Sub Category Manufacturer Product Name at gory , Swinging Therma Trtt Corporation "Premium Series, "Construction Series" Ext rior Exterior Door 118 Industrial Dr and"Benchmark by Therma-Tru" Doors Edgerton,OH 43517 8'0 Single Opaque or Glazed Panel wl&w/o Sidelites and Transom Assemblies Arltnne 41 9.298.174t1 ln22jgaLQuts;wIn9 Steel Door Scope Product Evaluation report issued by R W Building Consultants,Inc,&Lyndon F.Schmidt,P.E.(System ID#1998)for Therma 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. Limits ons: 1. Thii, product anchoring has been developed in compliance with the 2010 Florida Building Code(FBC)structural requirements excluding the"High Vet'city Hurricane Zone". See the Certification Agency Certificate for sizes,specifications and design pressure ratings. 2. Pro uct anchors shall be as listed and spaced as shown on details.Anchor embedment to base material shall be beyond wall dressing or stucco. 3. Wo d screws shall be Installed folloving installations instructions of ANSI AF&PA NDS 2005..All other fastener types to be installed following fastener mail ufacture's installation instructions. 4. Fa ener embedment depths,.edge distance and center-center distances shall be specified by the fastener manufacture,but in no instance shall they be t ss than shown in drawing FL-15225.E-80. 5. Wh re shims are used,they must be a"rigid/stiff"material that complies with the requirements of the FBC. 6. Po Live and negative design pressure requirements for use with drawing FL-15225.6-80 shall be determined by others for specificjobs in accordance wW the governing code, 7. SitE conditions that deviate from the details of drawing FL-15225.6-80 require further engineering analysis by a licensed engineer or registered architec suppo ling Documents: 1. Test Report No. Test Standard Testing Laboratory Sicmed by NC L-210-2030-1 AAMA/NWWDA/101/I.S.2-97 NCTL BarryD.Portnoy,P.E. TE 01460147 ASTM E330-02 Testing Evaluation Lab. Lyndon F.Schmidt,P.E. 2. Dr grin No. Prepared by Signed&Sealed by No FL-15225.6-80 RW Building Consultants,Inc.(CA 49813) Lyndon F.Schmidt,P.E. 3. Ca ulations Prepared:bv Signed&Sealed by Fr-C uct Anchoring RW Buildingr Consultants,Inc.(CA#9813) Lyndon F.Schmidt,P.E. tau k Anchoring RW Building Consultants,Inc.(CA#°9813) Lyndon F.Schmidt,P.E. Lyndon F.Schmidt,P.E. FL PE No.43409 � 1208 Sheet 1 of 1 2/21/2012 IN TICE OF PRODUCT CERTIFICATION ompaety: crane- .rtt orpopa tdd 108 Mutzfeld Road Certificatiota Date: 01/07/2004 xi Butler,IN 46721 Expiration hate: 12/31/2015 -� 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/Outswing w/ 14"Sidelites& 1:6"Transom Specifications Tested To: ASTM E283/330/E331/TAS202-94 To verify that the"Notice of Product Certification"is valid, please visit w.w.w.NAM[Certificatiomeom to assure that the product is active and currently listed. This certification represents product conformity to the applicable specification and that ceirtifcat on criteria has been satisfied. Please review and advise NAMI is any corrections are required to this document Inswing Glazed Design Missile Test Report Plumber Configuration or or Maximum Pressure Impact &c Outswing opaque Size Pos/Neg Rated Comments OIOXO US Glazed 579"x 9'4" # +47/-47 Dd6r-No NCTL-210-2030-1 Single Door w/ i Sidelite-No Sidelite/Transom Transom No O/OXO O/S Glazed S9"x 9'4" +47/47 Door-No NCTL-210-2030-1 j Single Door w/ Sidelite-No ` Sidelite/Transom Transom-No i t National Accreditation&]Viastagesuerit_ nstitute, Ime:/4794 Georgel)taskinatoh Meniorh&,Highsw y/1I es;VA 23072 ' el. (804)684�5`12'4/1<ax: (804)684m51-22 _ F; NAMI AUTHORIZED SICBN.ATURE: � /