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Home My WebLink AboutProduct Approval 1;25/2018 Florida Building Code Online din'; {.gr��r.. •.r �,n„� -r .� kr. -� t = ' ' RECEIVED u BCIS Home Log In User Registration Hot Topics SubF!tSurcharfF R l I?9I8 __ D to aL�J oPublicatio FBC Staff F��S� .- "4s 1. d'Product Approval ST Ducie County PePtrilEll1 �r USER:Public User _ Product Approval Menu>Product or Application Search>Application List>Application Detail FL# a., ,. FL5891-R6 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Therma-Tru Corporation Address/Phone/Email 118 Industrial Drive Edgerton,OH 43517 (419)298-1740 rickw@rwbidgconsultants.com Authorized Signature Rick Wright rickw@rwbldgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies © Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer VEvaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Lyndon Schmidt, P.E. Evaluation Report UjFlorida License PE-43409 -.J Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2021 Validated By Ryan J. King, P.E. Validation Checklist-Hardcopy Received Certificate of Independence FL5891 R6 COI (a) Certificate of Independence odf Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2005 ASTM E1996 2009 ASTM E330 2002 ASTM E331 2000 TAS 202 1994 Equivalence of Product Standards Certified By Sections from the Code https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtD(illwRmPI7h,oiI)c.,,,o-. ,�,,,,._,_ _ .... 1125/2018 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 10/17/2017 Date Validated 10/17/2017 Date Pending FBC Approval 10/22/2017 Date Approved 12/12/2017 Summary of Products� FL# Model,Number or Name Description 5891.1 a. "FiberClassic" 68"Impact"Opaque Fiberglass Single Door(X) Inswing or ! Outswing Configuration rA mit.of Use Installation Instructions pproved for use in HVHZ: No FL5891 R6 II (a) Inst 5891.1.odf Approved for use outside HVHZ: Yes Verified By: Lyndon Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 5891.1 for Design Pressure Ratings by FL5891 R6 AE (a) Eva[ 5891.1.odf specific Model and for any other additional use limitations and Created by Independent Third Party: Yes installation instructions. (For FiberClassic doors,this product approval requires the use of"I" part numbers for these doors, which have been stained or painted within six months of installation. r5l. b. "SmoothStar" �6'8"Impact"Opaque Fiberglass Single Door(X) Inswing or Outswing Configuration Limits of Use Installation Instructions Approved fo use in HVHZ: No FLS891 R6 II fa) Inst 5891.2.odf Approved r use outside HVHZ: Yes Verified By: Lyndon Schmidt, P.E.43409 esistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 5891.2 for Design Pressure Ratings by FL5891 R6 AE (a) Eval 5891.2.odf specific Model and for any other additional use limitations and Created by Independent Third Party: Yes installation instructions. (For SmoothStar doors,this product j approval requires the use of"I" part numbers for these doors, I which have been stained or painted within six months of installation.) 5891.3 c. "ClassicCraft" 6'8"Impact"Opaque Fiberglass Single Door(X) Inswing or Outswing Configuration Limits of Use Installation Instructions Approved for use in HVHZ: No FL5891 R6 II (a) Inst 5891.3.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon Schmidt, P.E. 43409 j Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 5891.3 for Design Pressure Ratings by I FL5891 R6 AE (a) Eva[ 5891.3.odf specific Model and for any other additional use limitations and Created by Independent Third Party: Yes installation instructions. 589 41 d. "FiberClassic" 8'0"Impact"Opaque Fiberglass Single Door(X)Inswing or Outswing Configuration Limits of Use Installation Instructions Approved for use in HVHZ: No FL5891 R6 II (a) Inst 5891.4.odf Approved for use outside HVHZ: Yes Verified By: Lyndon Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 5891.4 for Design Pressure Ratings by FL5891 R6 AE (a) Eval 5891.4.odf specific Model and for any other additional use limitations and Created by Independent Third Party: Yes installation instructions. (For FiberClassic doors,this product approval requires the use of"J" part numbers for these doors, which have been stained or painted within six months of installation.) 5891.5 e. "SmoothStar" j 8'0"Impact" Opaque Fiberglass Single Door(X) Inswing or Outswing Configuration Limits of Use Installation Instructions Approved for use in HVHZ: No FL5891 R6 II (a) Inst 5891.5.odf Approved for use outside HVHZ: Yes Verified By: Lyndon Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A !Evaluation Reports Other: See INST 5891.5 for Design Pressure Ratings by 1 FL5891 R6 AE (a) Eva[5891 5 odf specific Model and for any other additional use limitations and Created by Independent Third Party: Yes installation instructions. (For SmoothStar doors,this product https://www.floridabuilding.org/pr/pr_app_dti.aspx?param--wGEVXQwtDoiiwrmPi-7ti,o/I)IF — 1/25/2018 Florida Building Code Online • approval requires the use of"Y part numbers for these doors, which have been stained or painted within six months of j installation.) 5891.6 f. "ClassicCraft" 8'0"Impact"Opaque Fiberglass Single Door(X)Inswing or Outswing Configuration Limits of Use Installation Inatruetione ! Approved for use in HVHZ: No FL5891 R6 II (a) Inst 5891.6.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes i Design Pressure: N/A Evaluation Reports Other: See INST 5891.6 for Design Pressure Ratings by FL5891 R6 AE (a) Eval 5891.6.Ddf specific Model and for any other additional use limitations and Created by Independent Third Party: Yes installation instructions. Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Coovriaht 2007-2013 State of Florida. ::Privacy 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,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 click here. Product Approval Accepts: ® ...rxk Credit Card Safe https:l/www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquw6mPlZhp%2fndRcOWkL6oisulUpEoKUpgM%3d 3/3 THERMAITRU — -- 37.59"MAX.O.A. FRAME WIDTH N.j i THERMA TRU DOORS 1 1 B INDUSTRIAL DR., EDGERTON, OH 4351 7 PANEL WIDTH ��irr list si dm d t On ••Z N rr r rr m a N 9oLa 3 r0 X68 "SMOOTH STAR" ® ® -E o= FIBERGLASS SINGLE DOOR INSWING / OUTSWINGZ "IMPACT" 03f� Z w oZ z �s m GENERAL NOTES o m W w� d 1. This product has been evaluated and is in compliance with the 6th Edition(2017) Florida Puilding Code(FBC)structural requirements excluding the"High Velocity `� SI o Hurricane Zone"(HVHZ). 2. Product anchors shall be as listed and spaced as shown on details.Anchor m embednent to base material shall be beyond wall dressing or stucco. 00 N 3. When umd in areas requiring wind borne debris protection this product complies with FBCSections 1609.1.2&R301.2.1.2 and does not require an impact resistant 19 covednc.This product meets missile level"D"and excludes Wind Zone 4 as defined N wEn 8" in ASTM H996 and FBC Sections 1609.1.2.2&R301.2.1.2.I I. fv o N 4. For 2x stLd framing construction,anchoring of these units shall be the some as that o shown far 2x buck masonry construction. A � e 5. Site conations that deviate from the details of this drawing require further a a engineemg analysis by a licensed engineer or registered architect. X223 aTABLE OF CONTENTSR-SHEETDESCRIPTION OVERALL DESIGN PRESSURE(PSF) z Typical elevations,design pressures&general notes SWING FRAME Door panel detailsHorizontal cross sectionsDIMENSION POSITIVE NEGATIVE z Vertical cross sections INSWING 37.59"x82.19" +67.0 -67.0sr N.T.S.Buck and frame anchoring-2X buck masonry construcfbn ______ ________.__ aiec,er: AL mFrame anchoring-IXbuckmosonryconstruction OUTSWING 37.59"x80.69" +67,0 -67.0 alx.er: LFS 3 7 Bill of Materials&Components I I I N°NO.: FL-5891.2 0 SHEET 1 OF 7 e o d R:\Oients\Theona Tru PERMANENT\A-Fiorlda Pmduct Approvals\FL-5891\C- Drawings\FL-5891(2017)\FL-5891.dwg,2.2 �I (P (D 0 ® ® ® N N H A v Q 2 m N W 0.81" a � N x J o _ O Eq- T .p D N r 1.54" Z �ti O O N m m JC m Z O ,O W s n 0 N N N T n a � �1.54" w, —{0.88" -- I � s i U 'gyp A T 1 A a N N X A X A M � O y Zl N M I I 1 ? \1111111/1x7 o N .�`\F•SCHy�6�,,, A / i No.43409 October 17,2017 PRODUCT: Documents Prepored ey: OF THERMA—TRU Lyndon F. Schmidt IN Ln o Z N 3 10 17 17 UPDATE 70 67H ED. 2017 FBC JK FIBERGLASS DOOR P.E. No. 43409 I�'\ ```` ,or y w 2 1 2B 15 UPDATE TO 5TH ED. 2014 FBC LFS PART OR ASSEMBLY: CDR BUILDING CONSULTANT5,11Nc�l\4� 1 6 11 12 REVISED TO 2010 FBC JK JL UI! P.O. Box 230, Valrieo, FL 33595 I� NO DATE BY DOOR PANEL DETAILS YY Phone No.: 813.659.9197 REVISIONS FBPE C.A. No. 9813 0 2008 R.W.6111-01.0 QaNSU ITS Iwc. R:\Oients\Therma Tru PERMANENT\A-Florida Product Approvals\FL-5891\C-Drawings\FL-5891(7017)\FL•5891.dwg,3.2 �A Z a ° m < a ' ° a IV �c sx O 0 N 00 n 7 c n N V r) p'A 0 W V r V1 rn n w D . Z 1 AW ® ® ® Ay 70 U O O IA A W W W N m m ww A ;° g O 1 Co V Q r y CTn n 70 �O w sn m A_ O z Z iX y m m v A 22 i c Sx 5 � 10 H o o O S Z � ~ n ;K Go V o an c a'A � O H M o O Z w r- ° v rn ° • ° T ° , < ° .d ° a ``.��F,SCFIIy��T/�4 _ z L; No.43409 October 17,2017 PRODUCT: D..—t. Prepared 851, ,p•., BTATEOF ... O THERMA-TRU Lyndon F. Schmidt �lM1D�`.�' {> F78ERGLASS DOOR P.E. No. 43409 �i�SaS'z— Iw m c Z N 3 70 17 17 UPDATE TO 6TH ED. 2017 FSC JK ///TTHAL $ to y w 2 1 28 TS UPDATE TO 5TH E0. 20t4 F9C LPS PART OR ASSEMBLY: BUILDING CONSULTANTS, INS. to OD 1 6 11 12 REVISED TO 2010 F8C JK P.O. Box 230. Valriao, FL 33595 IV N NO DATE 81' HORIZONTAL I�YYY Phone No.: 813.659.9197 REVISIONS CROSS SECTION FBPE C.A. No. 9813 0 2008 R.W.8-0110 CD-5-1119 11C. R:\Oi-ts\Them Tru PERMANENTIA-Florida ProduR Approvals\FL-5891\C-Drawings\FL-5891(2017)\FL-5891.dwg,42 O m M A .T7 a y QO ` m Dry —' j T 15'0 OD V r " A'rn X n o 1 v . z Z v 1-1/4"MIN. EMB.(T1'P.) _ O O I O \ I? v r o M A A ° v O Min ° O A �D x i� C� (O A > Q A C 0 ° C IX H n A ° ° V o = O Me Z Z ID 07 V e ♦7 ' m 1-1/4"MIN. EMB.(TYP.) No.43609 October 17,2017 PRODUCT: Documents Pm;,cnsd By: �O•.• BTATE OF ' THERMA—TRU Lyndon F. Schmidt i�• OF•.•' P.E. No. 43409 s 4. FIBERGLASS DOOR '�.,SjONAi �� N 3 10 17 17 UPDATE TO 6TH ED. 2017 FBC JK aryl I u11L1 u 2 1 28 15 UPDATE TO 5TH ED. 2014 FBC IFS PART OR ASSEMBLY: BUILDING CONSULTANTS, INb. N in p 1 6 11 12 REVISED TO 2010 FBC JK P.O. Box 230, Valrico, FL 33595 Phone No.: 83.6 co NO DATE REVISIONS BY CROSS RSECTIONSCFBPE CA. Nob 9853 9.9197 zaoe R.W.BVILa1Na CaN su ern Rr!IWC. tNGo, 'v �o \\\\\ N ri rfl 11111 aZ o to Z a C vZ oZa MASONRY TYP.HEAD 8 M MASONRY t N g j d o66, OPENING JAMBS OPENING i o E v E 92 ' w 8 �n FRAMEK Nz U, ® 6 1:31 TYP.HEAD& z udyaY "' JAMBS U w o c)Q- n-Z �o Z2 2X BUCK 2X BUCK a4z 0 O U� o �rj Z,DO p a m N N U N BUCK ANCHORING STRIKE JAMB FRAME ANCHORING HINGE JAMB w o Masonry 2X buck construction N 0 aj IN CONCRETEANCFOR NOTES: p o o I.Concrete anchorlocations at the comers may be adjusted to maintain the min. 9! edge distance tomortarjoinls. 2.Concrete anchorlocations noted as"MAX.ON CENTER"must be adjusted to n a c maintain the min.edge distance to mortar joints,additional concrete anchors �=1 rc i may be required to ensure the"MAX.ON CENTER"dimension are not exceeded. 9 n N 3. Concrete anchor table: O Qg _- K ^_GO ANCHOR ANCHOR MIN. MIN.CLEARANCE MIN.CLEARANCE 10 o_ o TYPE SIZE EMBEDMENT TO EDGENRY 70ANCHORNr Z v ITW27 ❑ K ��: a 23 08 TAPCON® 1/4" 11/4" 2" N' s N.T.S. ° a ELCO DWG.ar: AL m ULTRACON® 1/4" 1.1/4" V. 4" -- . ._ _ _ -/ - - cw.BY: LFS 3 WOOD SCREW INSTALLATION NOTES: DRAWING No.: G 1.Maintain a minimum 5/8"edge distance,I"end distance,&I"o.c.spacing HINGE DETAIL LATCH A DEADBOLT DETAIL FL-5891.2 0 of wood screws to prevent the splitting of wood. sNtFr 5 or 7 " o — — a -N-;3 g * �p0; __ ° � �\Y: �•rij`q o of z 6 o InN f o o DI N o o z V Em u R 00 9 od ASONRY \ a N w m as as T PENING _-- O •^, 4 Fi 6 Q i OZ w J _ Y FRAME G �o 6— ® /TyP .HEAD& 27 f w o m� ° JAMB$ �o � �� r— z o _ 00 5 V 1X BUCK Q z w N z� = LATCH d DEADBOLT DETAIL 'a Q Vol Dom. a >> m nor � 0 0 N N U STRIKE JAMB FRAME ANCHORING HINGE JAMB d d ez Masonry I X buck construction W2 2 g ��N CONCRETE ANC IOR NOTES: o n I. Concrete anchor locations at the corners may be adjusted to maintain the min. w o e edge distance to mortarjoints. ti 2.Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to O 9 >Q.Q� maintain the min.edge distance to mortarjoints,additional concrete anchors may be requirec to ensure the"MAX.ON CENTER"dimension are not exceeded. _ _w 3. Concrete anchor table: _ ^N MIN.CLEARANCE MIN.CLEARANCE 10 ANCHOR JANCHOR MIN. TO MASONRY TO ADJACENT TYPE SIZE EMBEDMENT N�z EDGE ANCHOR wre 4/23/08 Z a ITW q^ _ sGUF: N.T.S. ° TAPCON® 2" _ DWG.BY: AL m' z ITW 1.1/2" CHK.BY: LFS 3 ~ TAPCON" 3/16" 1-1/4" 3" HINGE DETAIL DRAWING ND.: WOOD SCREW INSTALLATION NOTES: 1.Maintain a minimum 5/8"edge distance,1"end distance.&I"o.c.spacing FL-5891.2 a 4 sNEEr 6 or of wood screws to prevent the splitting of wood. 7 D BILL OF MATERIALS ITEM DESCRI TION MATERIAL A I X BUCC SG>=0.55 WOOD o B 2X BUCK SG>=0.55 WOOD r- —4.56" :�Y y`- o m C MAX.1!,f'SHIM SPACE WOOD '��'••.., D 114-X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL '�qF%% >ri a E MASORY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI CONCRETE I �i. °"�'`�Z 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 ti I N v L x i a G 3/16"X 3-1/4"PFH ITW CONCRETE SCREW STEEL I�2.36' I� E 9 m w H 1/4"X3-1/4"PFH ITW CONCRETE SCREW STEEL u Z o oa J 1/4"X 33/4"PFH ITW CONCRETE SCREW SIEEL HEAD d o s 4 'm d 0. K #8 X 2-1/2'PFH WOOD SCREW 1.15'MIN.EMBEDMENT STEEL T9 4A Jamb �' € c d L #10 X 2 PFH WOOD SCREW STEEL e v 0 7 SHORT PEACH COMPRESSION WEATHERSTRIP FOAMa 8 LONG PEACH COMPRESSION WEATHERSTRIP FOAM 9 4"X 4"HNGE.097"THK. STEEL / 10 #10 X 3rl"PFH WOOD SCREW STEEL 17 KWIKSETSIGNATURE SERIES PASSAGE LOCK STEEL 18 LOW PRDFILE OUTSWING BUMP FACE THRESHOLD ALUM./WOOD 220 $ 19 HEADERJAMB PINE,S.G.>=0.42 WOOD I m � 20 SIDE JAMB PINE,S.G.>=0.42 WOOD P5ir 00 21 KWIKSETSIGNATURESERIES 780 DEADBOLT STEEL 7 �� 27 LATCH STRIKE PLATE STEEL I 4- 4.67' - o m 28 DEADBOLT PLATE STEEL o 32 DOOR BOTTOM SWEEP PVC & �a r43 SELF ADJUSTING INSWING SADDLE THRESHOLD ALUMCOMP. IB LOW PR FlLE UTSWING BUMP FA a a FIBERGLASS DOOR PANTS-SMOOTH STARSS DOOP.SKIN.070"MIN.THK.FIBERGLASS BYSMC THERMA-TRU WITH YIELD STRENGTH Fy(MIN.)=6,000 PSITOP RAIL COMPOSITE ^ w LATCH S1LE LVL WOOD HINGE nLE WOOD ' z 45 BOTTOM RAIL COMPOSITE �. 8 0 0 46 POLYURETHANE FOAM CORE-1.9 LBS.DENSITY FOAM - --------7--5.75" 47 LOCK BLOCK REINFORCEMENT WOOD NOTE:WOOD/LVL COMPONENTS(PINE,SG>=0.42) a �Go f $ o�fo0 r 12 z 33 LF ADJUSTING SADDLE THRES (D1-1-1-120 4/23/08 i fSe"' N.T.S. ° i owc.ar: AL m 2 CHK W. LFS 3 H DRANING No.: m FL-5891.2 a SHEEP 7 OF N n O G R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O.Box 230 Valrico.Fl.33595 Phone 813.659.9197 Florida Board of Professional Enein"m rertifi—t. FA.,ao.i—i—"..9017 Product Evaluation Report Report N/ i / October Product Sub Category Manufacturer Product Name Category Swinging Therma Tru Corporation 3'0"x 6'8" Exterior Exterior Door 118 Industrial Drive "Smooth Star" Doors Assemblies Edgerton,OH 43517 Fiberglass Single Door Phone 419.298.1740 Inswing/Outswing"Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc.and Lyndon F. Schmidt, P.E.for Therma Tru Corporation based on Rule Chapter No.61G20-3,Method 1 D of the State of Florida Product Approval, Department of Business 8 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 has been evaluated and is in compliance with the 6th Edition(2017)Florida Building Code(FBC)structural requirements excluding the"High Velocity Hurricane Zone"(HVHZ). 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. When used in areas requiring wind borne debris protection this product complies with Section 1609.1.2 of the FBC and does not require an impact resistant covering.This product meets missile level"D"and excludes Wind Zone 4 as defined in ASTM E1996 and Section 1609.1.2.2 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-5891.2 require further engineering analysis by a licensed engineer or registered architect. 6. See drawing FL-5891.2 for size and design pressure limitations. Supporting Documents: 1. Test Report No. Test Standard Testing Laboratory Signed by ETC 01-741-10700.0 TAS 202-94 ETC Laboratories Wendell W. Haney, P.E. TEL 01461612 ASTM E330-02, E331-00 Testing Evaluation Laboratories V. K.Wright ASTM E1886-05, E1996-09 2. Drawing No. Prepared by Signed&Sealed by No. FL-5891.2 RW Building Consultants, Inc. (CA#9813) Lyndon F.Schmidt, P.E. 3. Calculations Prepared by Signed&Sealed by Anchoring RW Building Consultants, Inc. (CA#9813) �14 �.;w "asyt>�a Lyndon F.Schmidt, P.E. p. 4. Quality Assurance ad��,y.'�,`,��-__ ,_�•.,..:.`'�,� Certificate of Participation issued by National Accreditation and w�� .•• �, Management Institute, certifying that Therma Tru Corporation is manufacturing products within a quality assurance program that complies Z ; with ISO/IEC 17020 and Guide 53. o - • Lyndon F.Schmidt,P.E. FL PE No.43409 10/17/2017 Sheet 1 of 1