Loading...
HomeMy WebLinkAboutProduct Approval 1ulzblzuItf Florida Building Cade Online •sx 1 a:. O'M�f�tdJt6�'rtxAU#Sf1Ha'Lt:�.... BCIS Home ' Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications Contact Us BCIS Site Map Links Search `* ' Product Approval IIIUSER:Public User ProOuct.ARllrgval Menu>Application Detail RECEIVED >'+ FL# / FL5891-R6 MOM= OCT 2 6 2018 Application Type Revision 1 . Code Version i' 2017 �' Sr, Lucie County, Permitting Application Status Approved Comments Archived Product Manufacturer Therma-Tru Corporation Address/Phone/Email 118 Industrial Drive Edgerton, OH 43517 (419)2.98-1740 rickw@rwbldgconsultants.con) Authorized Signature Rick Wright rickw@rwbidgconsultantS.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 Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed the Lyndon Schmidt, P.E. Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2021 'r Validated By Ryan I. King,P.E. I Validation Checklist-Hardcopy Received Certificate of Independence FL5891 R6 Col (A) Certificate of IndeQendence.pdf Referenced Standard and Year(of Standard) Standard year ASTM E1886 2005 ASTM E1996 2009 ASTM E330 2002 ASTM E331 2000 TAS 2.02 1994 Equivalence of Product Standards Certified By Sections from the Code 1UI'LbILU16 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 _......... __.____........__.... ............ i FL# i Model, Number or Name Description 5891.1 a. "FiberClassic" 6'8"Impact"Opaque Fiberglass Single Door(X) Inswing or Outswing Configuration i.__._..__._._...____._...-._._....._.._._.»..__s.._.__...-...__........_..,......._.......__.__...._._..__-...................._._..._____..;...___.._.........-__.....,..______..,»_....._,..,........___.........._...._»-._........._ ------........ 'Limits of Use Installation Instructions Approved for use in HVHZ: No FL5891 R6 11 (a) Inst 5891.1.pdf j Approved for use outside HVHZ: Yes Verified By: Lyndon Schmidt, P.E. 43409 Impact Resistant: Yes 1 Created by Independent Third Party:Yes i Design Pressure: N/A Evaluation Reports Other: See INST 5891.1 for Design Pressure Ratings by FL5891 R6 AE (a) Eval $891.1.pdf specific Model and for any other additional use limitations and i Created by Independent Third Party: Yes installation instructions. (For FiberClassic doors,this product approval requires the use of"J"part numbers for these doors, have fined or • ted ithin sixrnsntts of installation.) 5891.2 b. "SmoothStar" 6'8"Impact"Opaque Fiberglass Single Door(X) Inswing or _......_................_ ....,.......r.....-_i.....:..._... _ ...... ....»..... Qutsw.. Configuration.... ........._...... --- ... __.. Limits of Use ;Installation Instructions Approved for use in HVHZ: No ; FL5891 R6 II (a) Inst 5891.2. Irf 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 5891.2 for Design Pressure Ratings by FL5891 R6 AE (a) Eval 5891.2.pdf specific Model and for any other additional use limitations and Created by Independent Third Party: Yes i installation instructions. (For SmoothStar 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.) 5891.3 [e. "ClassicCraft" 6'8"Impact"Opaque Fiberglass Single Door(X)Inswing or s Outswing Configuration j Limits of Use Installation Instructions Approved for use in HVHZ:No FL5891 R6 II (a)Inst 5891.3.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon Schmidt, P.E. 43409 t Impact Resistant: Yes 1 Created by Independent Third Party: Yes Design Pressure: N/A i Evaluation Reports i Other:See INST 5891.3 for Design Pressure Ratings by FL589�R.6 AE (a) Eval 5891.3.pdf €specific Model and for any other additional use limitations and y Created by Independent Third Party:Yes installation instructions. i 15891.4 {d. "FiberClassic" 8'0"Impact"Opaque Fiberglass Single Door(X) Inswing or Outswing Configuration i Limits of Use Installation Instructions Approved for use in HVHZ: No FL 891 R6 II (a) Inst 5891.4.pdf s 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 1 FLS891 R6 AE (a} Eval 5891.4.pdf 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.) 5891.5 e. "SmoothStar" 8'0"Impact"Opaque Fiberglass Single Door(X) Inswing or Outswing Configuration _.__......._.....:. .._..._._._......_......_................._.....-'__.._........___...__._......_..._...._...._ .. ctionsI st a __.___.»_.�._.....__.___....__.---.._.. _..._...._-_..................._._».--..... Limits of Use !installationn r Approved for use in HVHZ: No FI 81 R6 II (a) Inst3891.5.pdf Approved for use outside HVHZ:Yes i 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 FL5Q91 R6 AE (a) Eval 5891.5 Pdf specific Model and for any other additional use limitations and 1 Created by Independent Third Party: Yes installation instructions. (For SmoothStar doors, this product i 1l1!'L5l2Q7$ 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 installation.) t............_..._---___._.._._._.................__........_.... ..._..----._.._._..........._.....__._.__ 5891.6 3 f. "ClassicCraft" 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 5J�91.6.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes t Design Pressure: N/A Evaluation Reports I Other:See INST 5891.6 for Design Pressure Ratings by FL5891 R6 AE (a) Eval 5891.6.pdf specific Model and for any other additional use limitations and Created by Independent Third Party: Yes installation instructions. i__..._......_...__..._.. ...._.........._...._............_......................__._........................_....._._..___..............._-..............................._........._............................_...,............._................................................._......._.......... ...._...................__......__...._._..._._......._ .. contact us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 007-2013 State of Florida.::Privy y 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(11. 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 emacs provided may be used for official communication with the licensee.tiowever 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,ES.,please click t r . Product Approval Accepts: Credit Card Safe THERMAITRU 37.59"MAX.O.A. FRAME WIDTH =�'• z ly'•. ..(rg�� o a THERMA TRU DOORS 36.0a.MAX. 1 1 E3 INDUSTRIAL DR., EDGERTDN, OH 4351 7 PANEL WIDTH �fffffl..rllt ll�v i d© 6 N p Z fry m� 9 a2 %Zt N E� m oU 3FOrrX618rr tnn 9atm ® ® u V a4 "SMOOTH STAR" 9 U 'O Z CW � J1 FIBERGLASS SINGLE DOOR z� INSWING / OUTSWING "_ W O "IMPACT" $ T 0 oz a QLn > Q V GENERAL NOTES110 K � W3I W W tiW n E2 < On O 1� This product has been evaluated and is in compliance with the 6th Edition(2017) f �.` �I o a N Florida Building Code(FBC)structurc!requirements excluding the`'High Velocity � Enof � �Eli Hurricane Zone"(HVHZ). a 2. Product anchors shall be as listed and spaced as shown on details.Anchor m embedment to base material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind bome debris protection this product complies t`a with FBC Sections 1609.1.2&R301.2.1.2 and does not require an impact resistant covering.This product meets missile level"D"and excludes Wind Zone 4 as defined N" rn o in ASTM E1996 and FBC Sections 1609.1.2.2&R301.2.1.2.1. O 4. For 2x stud framing construction,anchoring of these units shall be the some as that shown for 2x buck masonry construction. a o A ~ o L 5. Site conditions that deviate from the details of this drawing require further a a engineering analysis by a licensed engineer or registered architect. TABLE Of CONTENTS ^c� B SHEET N DESCRIPTION O ' 1 Typical elevations,design pressures&general notes OVERALL DESIGN PRESSURE(PSF) i .SWING FRAME: n a^z v 2 Door panel details 3 Horzontalcrosssec1ions [NMENSION :POSITIVE '_ NEGATIVE' oaE 412q/08 i svu N.T.S. 4 4 Vertical cross sections INSWING 37.59"x 82.19" +67.0 67.0 5 Buck and frame anchoring-2X buck masonry construction cwc'�° m F 6 Frame anchoring-IXbuckmasonryconstruction OUTSWING 37.59"x80.69" +67.0 -67.0 nu er: LFS 3 7 Bill of Materials&Components oluvnNc No.: FL-5891.2 °o C SHEET 1 or 7 3 • R:\Olents\Therma Tm PERMANENTVI-Rodda Product Appmvals\FL-5891\C-Drawings\FL-5891(2017)\FL-5891.dwg,2.2 13 O v 0 0 N N n oz . m a w 0.81" a x 1 0 —f Z y O z V I 7D 177 i in Z JC O N O m m o C) A A Pt n 0 H N N T n ti o � {---1.54" �0.88"f— I I I 5 m y � > i P A N N X A y tr T C A m O . y A y N n I I ti 11111111111//// No.43409 ' •� i�' October 17,2017_ PRODUCT: 0—c­nt. Prepared Br QOOe OF 2` R THERMA-TRU Lyndon F. Schmidt : ,, .........�.•C� I1 3 FIBERGLASS DOOR P.E. No. 43400 . c' N N C, z N 3 10 17 17 UPDATE TO 6TH ED. 2017 FBC JK o y W 2 1 28 15 UPDATE TO_STH ED. 2014 FBC LFS PART OR ASSEMBLY: �/��BUILDING CONSULTANFS. IN6. Iv N IA m 1. 6 11 12 REVISED TO 2010 FBC UK DOOR PANEL DETAILS �yy P'O. Box 230, Valno., FL 33595 N0 DATE BY Phone No.: 813.859.9197 REVISIONS FBIGE C.A. No. 9813 {•12009 R.W.BUILDING CONSULTANT5 INC. R:\Oienls\Therma Tru PERMANENTNA-Florida Pmduo Approvals\FL-58911C-Drawings\FL-5891(2017)\FL-5891.dwg,3.2 A �Z •a m a W r Ov 7c O - 0 a � c I-- v a() 0 710 N rm O O y W V O Z m m 20 29 A13 I O A A A N D W W W N - Z :2�1 m m W W .; A 2 .z07 0 00 A A O 0 N x5 m V O vn c o n °O In rm \ n Fpp o =13 O D x z a X A ` W N 0 0 • e e a v m n0 0 o Z C ao V c n 15 A O N N N n � 0 a d m � . d v w> 10�,SCHM�O G- No.43409 October 17,2017 4 PRODUCT: Doc W. Prepered Br: appg OP THERMA—TRU Lyndon F. Sehmldt 'i FtOravR• A FIBERGLASS DOOR P.E. No. 43409 ''/ s�O"•••• \��` IC' cn o 2 rorNO.. f0 77 17 UPDATE TO 6TH ED-52017 FBC JK— c+ 1 28 15 UPDATE 70 5TH ED. 201'4 FBC LFS PART OR ASSEMBLY: BUILDING CONSULTANTS, IN-n > mREVISED TO 2010 FBC JK HORIZONTAL P.O. Box 230, Valrlco, FL 33890 DATE BY CROSS SECTION Phone No: 813.659.9197 REVISIONS VBPE C.A. No. 9813 �D 200B R.W.Ba 0-0 CONSULT11TS 11C. > R:\Olents\Themia Tru PERMANENT\A-Florida Product Approvals\FL-5891\C- Drawings\FL-5891(2017)\FL-5891.dwg,4.2 O m 1 OA m m n nn ° nn 0 0 �* IN n M 0 m ° X S A A CO 14 ° m wA m n N z z ° w • � EMB.)TYP.) m M O M A -Zr D O A_ 0 O T ° 0 rn 0X r =In n 'Em % Y' I O_N Z�nH X ¢. O y T bn m ^ 22 01 o 14 00 70 z • • , n ' m 1-1/4"MIN. EMB.)TYP.) scH No.43609•, ' October 17,2017 PRODUCT: D°cum.nt. P-p°r.d By: 8DQ80F � THERMA-TRU t.yndon F. Schmidt RoFpo!R� 1 3 FIDERCtASS DOOR P.E. No. 4340fl ��, �Q o z ro 3 10 17 17 UPDATE TO 6111 ED. 201'7 FBC JK qNALttt�. w rp r- y W 2 1 28 15 UPDATE TO 5TH ED. 2014 FBC LFS PART OR ASSEMBLY: 1//��BUILDING CONSULTANTS, IN". y to p 1 6 11 12 REVISED TO 2010 FBC JK VV P.O. Boz 230, Volrico, FL 33595 I, w NO DATE BY CROSS SECTIONS NS Phone No.: 813.659.9197 REVISIONS FBPE C.A. No. 9813 J)2008 R.W.BlnlerNU CGISULTnNTS INC. in m /� •.. ..•• \\ J a •e •ll{l{{\\\\ O a m Z �TYP. U NS a Zo d ^ Em amaMASONRY D& — a MASONRY 8 n 5 aW e d OPENING JAMBS OPENING $ ; 4 a m a o O E9z OC W O JLL FRAME K Nz 0 PP.HEAD& _ JAMBS c5 o o� t^ l _ _O inz0 �c V2 �- I _z 2X BUCK -O o � W } 2X BUCK Wo U o ¢y Z ]IIiiII O • .— f • Ic ou q N N U m z 4 Z BUCKANCHORING STRIKE JAMB FRAME ANCHORING HINGE JAMB W W O O Masonry 2X buck construction o Ln b h� N CONCRETE ANCHOR NOTES: o o I. Concrete anchor locations at the comers may be adjusted to maintain the min. o W W e edge distance to mortarjoints. a g 2. Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to a D- maintain the min.edge distance to mortarjoints,additional concrete anchors ---� ' z may be required to ensure the"MAX.ON CENTER"dimension are not exceeded. 9 q" z 3. Concrete anchor table: MIN.CLEARANCE 'MIN.CCEARANCE ANCHOR. ANCHOR MIN. 10TO MASONRY TO ADJACENT = TYPE SIZE EMBEDMENT 1p ^ o° EDGE ANCHOR 27 p K as 4/23/08 i ITW TAPCON a 1/4" 1.1/4" 7' 4" srxE N.T.S. ° owc.BY: AL m' 2 ELCO ® 1/4" 1-1/4" 1" 4" ULTRACON c%%.er: LFS 3 WOOD SCREW INSTALLATION NOTES: DPAWING NO.; t I.Maintain a minimum 5/8"edge distance,I"end distance,&I"o.c.spacing HINGE DETAIL LATCH a DEADBOLT DETAIL FL-5891.2 0 o 0 of wood screws to prevent the splitting of wood. snEn 5 Dr 7 \\\\\ 4(k. i �••., ./OJT Z�0,'7 • N o n°D z t n U N •• p o Q U K Z CW MASONRY m` a N n m dD a c°m i o 9 4a aa / OPENING d / Eoz ^e rE c W LU V C JTa Y ® '` FRAME to + TYPHEAD& f- — AMBS JO —Z cco fx stn ?z In O -- N Y r O S =U 1X BUCK r z MW o zor _ LATCH 6 DEADBOLT DETAIL M V ¢zo jr U K � o E a a . m mm nFRAME STRIKE JAMB ANCHORING HINGE JAMB d 6 z Masonry 1X buck constructio W W O o L CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the corners may be adjusted to mai Iain the min. _ o edge distance to mortarjoints. o o 2. Concrete anchor locations noted as"MAX.ON CENTER"must be odjuste o 9 >> maintain the min.edge distance to mortorjoints,additional concrete anchors H z G may be required to ensure the"MAX.ON CENTER"dimension are not exceeded. W! i 3. Concrete anchor table: 0 —N a MIN.CLEARANCE MIN.CLEARANCE ANCHOR 'ANCHOR MIN. A TYPE 312E EMBEDMENT TO MASONRY TO ADJACENT N z °, EDGE ANCHOR w,rt: 4/23/08 i ? IT1N SCAM N.T.S. i a 1/4" 1.1/4" 2" TAPCON Gwc,BY. AL m' r ITWv 3/16" 1-1/4" 3" 1-1/2" MK.en: LFS 3 TAPCON HINGE DET DPArwG No.: m € WOOD SCREW INSTALLATION NOTES: FL-5891.2 0 1.Maintoin a minimum 518"edge distance.I"end distance,& I"o.c.spacing of wood screws to prevent the splitting of wood. SH¢r_L or 7 a BILL OF MATERIALS ' v g ITEM DESCRIPTION MATERIAL A 1 X BUCK SG>=0.55 WOOD Z= Uf; i Gr O` ° B 2X BUCK SG>=0.55 WOOD 4.56" C MAX 1/4"SHIM SPACE WOOD •-• —a m m D 1/4"X 2-3/4"PFH ELCO OR RW CONCRETE SCREW STEEL c"3 rrr/r �f 11%���� z o'w 6 o E MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI CONCRETE N o z 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 II o 9 z<. G 3/16"X 3-1/4"PFH ITW CONCRETE SCREW STEEL o F--2.36"--I� `� o i o 9 m W H 1/4"x 3-1/4"PFH ITW CONCRETE SCREW STEEL \ $ n Nn >Q 00. J 1/4"X 3-3/4"PFH ITW CONCRETE SCREW STEELHEAD a SIDE v w Y LL K #.8 X 2-1/2"PFH WOOD SCREW 1.15"MIN.EMBEDMENT STEEL I9 �� Jamb O E `o Z L #10 X 7'PFH WOOD SCREW STEEL o J a (� 7 SHORT REACH COMPRESSION WEATHERSTRIP FOAM 8 LONG REACH COMPRESSION WEATHERSTRIP FOAM 9 4"X 4"HINGE.097"THK. STEEL 10 #10 X 3/4"PFH WOOD SCREW STEEL z 17 KWIKSET SIGNAT URE SERIES PASSAGE LOCK STEEL °o ¢"' 18 LOW PROFILE OUTSWING BUMP FACE THRESHOLD ALUM./WOOD 2' a� > z 19 HEADER JAMB PINE,S.G.>=0.42 WOOD ma 20 SIDE JAMB PINE,S.G.>=0.42 WOOD w r W o0 21 KWIKSET SIGNATURE SERIES 780 DEADBOLT STEEL 27 LATCH STRIKE PLATE STEEL 28 DEADBOLT PLATE o O STEEL 0 32 DOOR BOTTOM SWEEP PVC a a 33 SELF ADJUSTING INSWING SADDLE THRESHOLD ALUM.COMP. I8 LOW PROFfLF OUTSWfNG BUMP FACE 40 FIBERGLASS DOOR PANEL-SMOOTH STAR 41 SS DOOR SKIN.079'MIN.THK.FIBERGLASS BY SMC THERMA-TRU WITH YIELD STRENGTH Fy(MIN.)=6,000 PSI E' 42 TOP RAIL COMPOSITE__ s 43 LATCH STILE LVL WOOD I N a o 0 44 HINGE STILE WOOD d d z 45 BOTTOM RAIL COMPOSITE W o 46 POLYURETHANE FOAM CORE-1.9 LBS.DENSITY FOAM 5.75' 47 LOCK BLOCK REINFORCEMENT WOOD 6 I o o e NOTE:WOOD/LVL COMPONENTS(PINE,SG>=0.42 1n I o o S T i WZ 5 z ri nro^Z u 33 SELF ADJUSTING SADDLE THRESHOLD DATE: 4/23/08 i 0 i SwF: N.T.S. f owc.ar: AL m 2 CHK.DC LFS 3 r crarrac NO.: L� F1-5891.2 0 N 7 SHED 7 Of G r