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HomeMy WebLinkAboutProduct Approval l ur�S/'lU1 tt Florida Building Code Online b ,, SCIS Home Log In , User Registration Hot TopicsSubmit Surcharge Stats&Facts Publications Contact Us BCIS Site Map Links Search dL � `. Product Approval USER:Public User Lftiilf Product pRpravai Menu>Application Detail * -+> FL# FL5891-R6 Application Type Revision RECEIVED Version �' 2017 Application Status Approved Z/ 2 6 2018 Comments �.�� OCTU tU ST. Lucie C0Ujtyf !ermlrklllq Archived Product Manufacturer Therma-Tru Corporation Address/Phone/Email 118 Industrial Drive Edgerton, OH 43517 (419)298-1740 rickw@rwbldgconsultan ts.con) Authorized Signature Rick Wright rickw@rwbidgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email >1 Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida 01 Professional Engineer Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed the Lyndon Schmidt,P.E. Evaluation Report LU Florida License PE-43409 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-Hardcapy Received Certificate of Independence FL5891 R6 COI (aa)Certificate of Indepgndence.pdf Referenced Standard and Year(of Standard) Standard Ye.'-r 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 tultbi[u2tt Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 10/17/2017 Date Validated 10/17/2017 Date Pending FSC Approval 10/22/2017 Date Approved 12/12/2017 Summary of Froducts_ _ ___._•.___...----------_._...._---__..._........ _.__...-_.............._.......___.._.._... .. _ _. .. _ .. FL# Model, Number or Name Description ...._.................................___._______._._..._._._._........._._..._....__...__......_...__..........__....__._.. ..._._..__...._...__....._-_._.._.__........._-....._........._......_._...__.... m-.._..___._._.:.__ 5891.1 a. "FiberClassic" 6'8"Impact"Opaque Fiberglass Single Door(X) Inswing or i Outswing Configuration _..-_.._.._._.._._._..._........................................_s._..._....._._...__..........__._....._..._._...............__.,.............._____....._....._........__......_.........................._............_......._.......-...........-.__....___--......___..._..._.-....... _..._...... Limits of Use Installation Instructions Approved for use in HVHZ: No X891 R6 II (a) Inst 5891.1.pdf i Approved for use outside HVHZ: Yes Verified By: Lyndon Schmidt, P.E. 43409 Impact Resistant:Yes i Created by Independent Third Party: Yes Design pressure: N/A Evaluation Reports Other.See INST 5891.2 for Design Pressure Ratings by FL5891 R6 A[ (a) Eva[ 5891.1 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"J"part numbers for these doors, _•, have aired o --Nithin six ¢ntks of installation.) 5$92.2 i b. "SmoothStai" ;6'8."Impact"Opaque Fiberglass Single Door(X)Inswing or Outswing Configuration Limits of Use Installation Instructions Approved for use in HVHZ: No E 501 R6 II (a) Inst 5891.2.{(1( 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 i FL5891 R6 AE (a) Evai 5891.2.pdf specific Model and for any other additional use limitations and Created by Independent Third Party:Yes I installation instructions. (For Smooth5tar 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.) ...... y5841.3 - c. "ClassicCraft" _....__.___...___..,. i ,-._.....__.....__.._._.........__... _.....------ ..._._.__.... .__.__.._.____._. __�..__..__....._._._.....___.. -- Impact"Opaque Fiberglass Single Door(X)Inswing or 'Outswing swing Configuration Limits of Use 1 i Installation Instructions Approved for use in HVHZ:No FL5891 R6 I1 (a)Inst 5892.3.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon Schmidt,P.F.43409 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)Eval 5891.3.pdf specific Model and for any other additional use limitations and Created by Independent Third Party: Yes installation instructions. __...._..........._,.......... ._..._._....._s...................___......__.._.._....._...,_._...,......:_................_........................ . _. ..,.._ 5$91.4 i d. "FiberClassic" 8`0"Impact"Opaque Fiberglass Single Door(X) Inswing or On tswing Configuration Limits of Use Installation Instructions Approved for use in HVHZ: No FL 891 R6 II (a) Inst 5891.4.odf Approved for use outside HVHZ: Yes Verified By: Lyndon Schmidt, P.E. 43409 i Impact Resistant:YesCreated by independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:See INST 5891.4 for Design Pressure Ratings by FLS$92 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"J"part numbers for these doors, which have been stained or painted within six months of installation.) 5891.5 €e. "Smooth5tar" 8'0"Impact"Opaque Fiberglass Single Door(X) Inswing or Outswing Configuration Limits of Use i Installation Instructions i Approved for use in HVHZ: No FLS'-91 R6 II 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 FL5h91 R6 AE (a) Eval 5891 5 Rdf specific Model and for any other additional use limitations and Created by Independent Third Party: Yes installation instructions. (For Smooth5tar doors,this product lura axLU18 Florida Building Code Online approval requires the use of"l"part numbers for these doors, which have been stained or painted within six months of installation.) 5891.6 f. "ClassicCraft" 8'0"Impact"Opaque Fiberglass Single Door(X)inswing or i Outswing Configuration ............._-_........ .._ ..__ _......_._._.._-.._........_._. .....__.....,. ...._.........._..__._.__...._..__....... --.._ .. Limits of Use Installation Instructions Approved for use in HVHZ: No FL5891 R6 li (a) Inst 5891.6.pdf Approved for use outside HVHZ:Yes I Verified 8y: Lyndon Schmidt, P.E.43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:See INST 5891.6 for Design Pressure Ratings by FL5891 R6 AE (a)Eva! 5891.6.pdf specific Model and for any other additional use limitations and i Created by Independent Third Party: Yes installation instructions. t— -- - ------..._................_..---__-___..__....................-...--__..._............_.................._......_...._....:._.....__................_......._..... .__...... --_.-....... ,.._..........__........_.. ... 0 0 Contact US::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487.1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::PrivacyStatemen ::Accessibility Statement::Refund Statement Under Florida law.email addresses are public records.It 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 emaits 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 adoress,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: ' ® Credit Card Safe THERMA111RU 37.59"MAX.O.A. FRAME WIDTH �0).`j = �+t0� m THEP. MA TRU DOORS = �'' •• . • 1 1 E3 INDUSTRIAL OR., EDGERTDN, OH 4351 7 PANEL WIDTH �iII 'MAX. '''fffffrr••illl ss`�`` i dm d V N O Zl O N 9 aKCY Z l rr r ►r ENY 9La. 3 r0 X68 n 5 o "SMOOTH STAR" ® ® 0 E c_ C W FIBERGLASS SINGLE DOOR INSWING/ OUTSWING = WZ "IMPACT" w �o zw J oz Z �I jU GENERAL NOTES 4W o a N2f Lj 1. This product has been evaluated and is in compliance with the 6th Edition(2017( a y Florida Building Code(FBC)structural requirements excluding the"High Velocity a r o� s~ Hurricane Zone"(HVHZ). r a a 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. inE2 3. When used in areas requiring wind borne debris Protection this product complies N with FBC Sections 1609.1.2&R301.2.1.2 and does not require an impact resistant RIH U covering.This product meets missile level"D"and excludes Wind Zone 4 as defined 5 T Lo in ASTM E1996 and FBC Sections 1609.1.2.2&R301.2.1.2.1. o d z W W O O V) 4. For 2x stud framing construction,anchoring of these units shall be the same as that N shown for 2x buck masonry construction. o o n ti 1-W 2 5. Site conditions that deviate from the details of this drawing require further a a S engineering analysis by a licensed engineer or registered architect. a' 3 g TABLE Of CONTENTS N C Q F B SHEET N DESCRIPTION N OVERALL DESIGN PRESSURE(PSf) z 1 Typical elevations,design pressures&general notes D 2 Door panel details .SWING FRAME - "w'z ° 3 Horizontal cross sections DIMENSION 'POSITIVE NEGATIVE' atE 4123108 = w 4 Vertical cross sections sc4Z N.T.S. i INSWING 37.59"x 82.19" +67.0 -67.0 5 Buck and frame anchoring-2X buck masonry construction Dwc.BY. AL c 2 6 Frame anchoring-1 X buck masonry constructionCKK,9f.- LFS 3 OUTSWING 37.59"x 80.69" +67,0 -67.0 7 1 Bill of Materials&Components DMM7KD NO.: FL-5891.2 0 � o n SHEET i or 7 N IS • R:\Oients%Therma Tru PERMANENT\.-Rodda Product Approvals\FL-5891\C-D—ingslFL-5891(2017)1FL-5891.dwg,2.2 � m 0 88 v ® ® ® N N 9z m A W 1.54" x o F7L7—r Z m m A a A 1.54" 2 V I A rn Z < 0 � A � r n 0 H N m n y Z N 8 -•1 0.6a" A T 2 P N N X A X P M C A m 0 >o D ' O I� z O �c +aF•.r No.43409 * •:1k October 17,2017 $ E PRODUCT: Docmenm Prep—d By: ' 871llE DP '�- THERMA—TRU Lyndon F. Schmidt �'.;��;••.!2orLmR:' `�•• o P.E. No. 43409 , �fVAL �. FIBERGLASS DOOR , 3/ � IN cn o WDATE UPDATE 70 6TH ED. 2017 FBC JK rllll 1 111,, o � r• y WUPDATE TO 5TH ED. (2014) FBC LFS PART OR ASSEMBLY: c��{/ BUILDINGNSULTANTS, INb.00 vN REVISED TO 2010 FBC 6Y DOOR PANEL DETAILS X�/(7 P.O. Box z]o, valr co, FL 33595 Phone No.: 813.859.9197 REVISIONS FBPE C.A. No. 9813 0 2009 R.W.B—Dwc C—SULTA115 Irac. R:\Clients\The—a Tm PERMANENT\A-Florida Prod.0 Approva6\FL-589l\C-0rawing;\FL-5891(2017)\FL-5891.dwg,7.2 `A r z Z < c gO ? O ro D N C r V O(� o'O Is T N O D . z XA W 0 ® ® A J A IA A A A N D ww wN MZ -� M r11 ww M 3! n A .Y1 S 00 A 70 O .O � s QA o no >c N y \ n "• 0 X I0 I� W N c m D n oz C Oo V a n Np o PC N h en n n � O z t_ II d m C T _^ October 17,2017 Q PRODUCT: Documents Prepared Or. RDQE OF THERMA—TRU Lyndon F'. Schmidt .t '•�•: 1 a FIBERGLASS DOOR P.E. No. 43409 ••'O . ...••.• ��� II'' OI o 2 ro 3 10 17 17 UPDATE TO 6TH ED. 2017 FSC JK it 1"%% 2 1 28 15 UPDATE TO 5TH ED. 2014 FOC LFS PART OR ASSEMBLY: BUILDING CONSULTANTS, INI. Iv N r N m NO 6DATE12 REVISED 70 2010 FBC 9Y HORIZONTAL Phone No,30. VoIrIco. FL 813.659.9197 33995 REVISIONS CROSS SECTION FBPE C.A. No. 9813 3�1 20013 R...9UILDING C....-A.—I.e. • R:\OivtsMTh Tru PERMANENT\A-Florida Product Appr0vals\FL-5891\C-Drawings\FL-5891(2017)\FL-5B91.dwg,4.2 nm M m ° o .'O .z_7 n ' a FFa w a D m n t1 n n O D o m n rn o n MD X M 5. A m ° W IA rn IO / 1 ° • v . Z ° Z D ° D w 1-I/4"MIN. EMB.(TYP.) m m MZ 0 M a o m m Aa • D Ip AN IO 0 m O NO .n D E n C X n °I rn ° A m I+ w O li A D DD •O D (7 m 1-1/4"MIN. EMB. P. No.43409 October 17,2017 PRODUCT: Doo..m...t. P—r.a By: i QWEOF ;- THER7dA–TRU Lyndon F. Schmidt AlomOP.`• + FIBERGLASS DOOR P.E. No. 43409 �'��� 70NAI. \\ IA O o 2 NR6jQATE UPDATE i0 611 ED. 2017 FBC JK �NALtt`�.`' y W UPDATE i0 5TH EU. 2014 F9C LFS PART OR ASSEMBLY: Cn',BUILDING CONSULTANTSIds.TICAL n to REVISED TO 2010 FBC _ JK t/lr l/ P.O. Dox 230, Valrico, FL 33595 Cb BY CROSSSECTIONS YYY Piton. No.: 813.659.9197 REVISIONS FBPE C.A. No. 9813 0 zone R... ....1TA.TS Inc. * ze i i-� ����-'• ••OJg�A L N n_ I // ••�.•• \\ j O 10 0 `v 1O rrrl illtt t� o n a6 iJJ • D N q v U Z} c3 .^- [S LO J 9 [W MASONRY — TYP.HEAD& — ; MASONRY I a N e a d r OPENING JAMBS OPENING $ ' 4 ©d a V c Cd LZ CW - 8 3d — FRAMEK Nzo to ® TYP.HEAD& '. — F .1U. X� h JA 2X BUCKMBS V c> Q� T_ '-.O inzZ o Z2 O q2 M> 2X BUCK—\ O _ 4o U K GY o] O K UM al a mm d �'�. m ' I N N U O G1� z BUCK ANCHORING SiRIKEJAMB FRAME ANCHORING HINGE JAMB �"'"o 9 Masonry 2X buck construction N Ln CONCRETE ANCHOR NOTES: _ I.Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortar joints. ~ W 2. Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to ` mointain the min.edge distance to mortarjaints.additional concrete anchors \ a m may be required to ensure the"MAX.ON CENTER"dimension are not exceeded. 9 I ^ -w e 3. Concrete anchor table: 28 — K ^N=o MIN.CLEARANCE WIN.CLEARANCE ; s .ANCHOR ANCHOR MIN. 10 = TYPE SIZE EMBEDMENT 7O MASONRY 70 EDGEANCHORM z 10 423^O 27 ❑ K a D8 20 ITW E TAPCON® 1/4" 1.1/4" 2" 4" Scmn N.T.S. 0 ai 2 1" 4" CHK.eDWG.4" LFS 3 r: AL m ULTRACON WOOD SCREW INSTALLATION NOTES: nrt�wc a I.Maintain a minimum 5/8"edge distance, i"end distance,&I"o.c.spacing HINGE DETAIL LATCH 6 DEADBOLT DETAIL FL-5891.2 0 0 >' of wood screws to prevent the splitting of wood. SHEET 5 or 7 " 0 t2 %w�•. 4g.`� o n I 1 Jr.\\ D m %o I �fl t Tilt�� i o m o L h i O h Z 0 U M [U N p o z xZ6 ci M MASONRY fr ° E O m°c w 1. OPENING ` ,$ a m g m a a gO 4 28 ` UZ G xEw ' 1. FRAME U h TYP.HEAD& 27 p G CM j 3AMBS o.. 1 V1 5 s o iXBUCK� � = LATCH A DEADBOLT DETAIL m O F 4 m a � K m m U U h O O O oE` STRIKE JAMB FRAME ANCHORINGa w Masonry 1 X buck constructio HlNGFJAMB 4 �N � CONCRETE ANCHOR NOTES: r o 0 0 1. Concrete anchor locations at the corners may be adjusted to mai twin the min. T edge distance to mortar joints. \ IQ ' 2. Concrete anchor locations noted as"MAX.ON CENTER"must be adjuste o 9 j i J a maintain the min.edge distance to mortar joints,additional concrete anchors H z may be required to ensure the"MAX.ON CENTER"dimension are not exceeded. m 3. Concrete anchor fable: 10 N F< F ANCHOR ANCHOR, 7vttN. MIN.CLEARANCE 'MIN.CLEARANCE �Q o_ °o TO MASONRY TO ADJACENT TYPE -SIZE EMBEDMENT ro ti o D EDGE. ANCHOR z o 5 ITW DATE: 4/23/08 ° a TAPCONO 1/4" 1-1J4" 2" 4" _ scuc: N.T.S. ° 2 ITWar: AL m ~ TAPCON' 3/16" 1.1Jd" 3" 1-iI2" cxK,BY: CFS 3 E HINGE DET WOOD SCREW tNSTALCATlON NOTES: DRAWNG so 1.Maintain o minimum 5/8"edge distance, 1"end distance.A 1"o.c.spacing FL-5891.2 0 of wood screws to prevent the splitting of wood. o sect 6 OF 7 w BILL OF MATERIALS ,4 ITEM DESCRIPTION ` s MATERIAL A 1X BUCK SG>=0.55 WOOD 0— 8 2X BUCK SG>=0.55 WOOD z ..-�-z C MAX.1/4'SHIM SPACE WOOD D 1/4"X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL Pi 4 E MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI CONCRETE ZO no 10 ZO 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 a G 3/16"X 3-1/4'PFH ITW CONCRETE SCREW STEEL 2.36"--(-T cy H 1/4"x 3-1/4"PFH ITW CONCRETE SCREW STEEL ^ 0 t 6 cm w 0(L M, J 1/4"X 3-3/4"PFH ITW CONCRETE SCREW STEEL "t m a:0. log HEAD 1,SIDE -I/7'PFH NT) STEEL lamb c K #8 X 2 WOOD SCREW(I.)S'MIN.EMBEDMENT 20 L #10 X 7'PFH WOOD SCREW STEEL a 7 SHORT REACH COMPRESSION WEATHERSTRIP FOAM A ClLj: 8 LONG REACH COMPRESSION WEATHERSTRIP FOAM 9 4"X 4"HINGE.097'THK. STEEL 10 #10 X 3/4"PFH WOOD SCREW STEEL ai 17 KWIKSET-SiGNATURE SERIES PASSAGE LOCK - STEEL- z 18 LOW PROFILE OUTSWING BUMP FACE THRESHOLD ALUM./WOOD 2.20-1 aQ [rte 19 HEADER JAMB(FINE,S.G.>=0.42) WOOD 20 SIDE JAMB[PINE,S.G.>=0.42) WOOD 00 21 KWIKSET SIGNATURE SERIES(780)DEADBOLT STEEL 27 LATCH STRIKE PLATE STEEL 4.6T 28 DEADBOLT PLATE STEEL 32 DOOR BOTTOM SWEEP PVC 33 SELF ADJUSTING INSWING SADDLE THRESHOLD ALUM.COMP. IB LOW PROFILE OUiSWING BUMP FACE –––– iE 40 FIBERGLASS DOOR PANEL-SMOOTH STAR >>- m 41 SS DOOR SKIN.07U'MIN.THK.FIBERGLASS BY SMC THERMA-TRU WITH YIELD STRENGTH Fy(MIN.)=6,000 PSI 42 TOP RAIL COMPOSITE 43 LATCH STILE LVL WOOD 44 HINGE STILE WOOD II Lo z 45 BOTTOM RAIL COMPOSITE 0 46 POLYURETHANE FOAM CORE-1.9.LBS.DENSITY 5.75' FOAM Lp 47 LOCK BLOCK REINFORCEMENT WOOH— NOTE:WOOD/LVL COMPONENTS(PINE,SG>=0.42) z 0 a Z sME N.T.S. On.erf. AL CHH.of: LFS DPAWNG Hoj t FL-5891.2 a V SHEV_7 or_7