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HomeMy WebLinkAboutProduct Approval raga 1 01 �+ R E C E!t I-D SEP 17 2095 {O da Qep.,if tleitd SCIS Home t.op In User Registration Nat Topic Submit Surcharge Stats✓?<Fa ilcations RC Starr BCIS Site Map Links ,Search. Uusirles! (}j'�`~ =�; PraductApproval Profess i�i IaI -.4:11c User Regulation, 1a Product Approval Meng>Product or AvvliCatian Search>ApyiiCdtiDApproved 11 FL# Application Type Code Version , Application Stat Comments Archived Product ManufacturerCEdgerton,OH43517 orporation Address/Phone/Email Drive 435170co s lta ts,com Authorized Signature Rick Wright rickw@rwbldgconsultants.com I Technical Representative Address/Phone/i mail Quality Assurance Representative Address/Phone/Email Category I Exterior Doors Subcategory Swinging Exterior Do -Assem biles Compliance Method Evai rk from a Florida Registered Architect or a Licensed Florida Professlonal Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F. Schmidt,P.E. the Evaluation Report Florida License I PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Ryan 1.King,P.E. i J Validation Checklist-Hardcopy Received Certificate of Independence FL7640 R6 COI CERTIFICATE OF INDEPENDENCE.pdf Referenced Standard and Year(of Standard) Standard Year 1 ANSI/AAMA/NWWDA 101/I.S.2/A440 2005 ASTM E1886 2002 ASTM E1996 2002 ASTM E330 2002 TAS 201,202,203 1994 Equivalence of Product Standards Certified By i Sections from the lCode h4'//www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvK%2bCDGtD... 9/15/2015 rage z or 4 Product Approval Method Method 1 Option D Date Submitted 06/13/2015 Date Validated 06/28/2015 Date Pending FBC Approval 07/05/2015 Date Approvedi 08/18/2015 Summery of Products FL# Model,Number or Name Description 7640.1 a."FiberClassic","SmoothStar", 6'8"Impact"Glazed Fiberglass Single Door-(X)Inswing or "ClassfcCraft"or"ClasslcCraft Outswing Configuration Rustic" Limits of Use Installation Instructions Approved for use in HVHZ:No FL7640 R6 II INST 7640 1.12d Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Reslstant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 7640.1 for Design Pressure Ratings by FL7640 R6 AE EVAL 7640 1 odf specific Model and for any other additional use limitations Created by Independent Third Party:Yes and Installation instructions,(Far FlberClassic and 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.) 7640.2 b. "FiberClassic","SmoothStar", 6'8"Impact"Glazed Fiberglass Single Door with Sidelite- "ClassicCraft"or"ClassicCraft (OX or XO)Inswing or Outswing Configuration Rustic" Limits of Use Installation Instructions Approved for,use in HVHZ:No FL7640 R6 ii INST 7640.2.pdf Approved for,use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure:N/A Evaluation Reports Other:See INST 7640.2 for Design Pressure Ratings by FL7640 R6 AE Eval 7640 2 odf specific Model and for any other additional use limitations Created by Independent Third Party:Yes and installation)Instructions. (For FlberClasslc and SmoothStar doors and sidelites,this product approval requires the use of"J"part numbers for these doors and sidelites,whichjhave been stained or painted within six months of installation.) 7640.3 c."FiberClassic","SmoothStar", 6'8"Impact"Glazed Fiberglass Single Door with Sidelites- "ClassicCraft"or"ClasslcCraft (OXO)Inswing or Outswing Configuration Rustic" Limits of Use Installation Instructions Approved for use In HVHZ:No FL7640 R6 II INST 7640 3 odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure:N/A Evaluation Reports Other:See INST 7640.3 for Design Pressure Ratings by FL7640 R6 AE EVAL 7640 3 odf specific Model and for any other additional use limitations Created by Independent Third Party:Yes and installation Instructions. (For FiberClassic and SmoothStar doors and sidelites,this product approval requires the use of"J"part numbers for these doors and sidelites,which have been stained or painted within six months of installation.) 7640.4 d."FlberCiassic',"SmoothStar", 6'8"Impact"Glazed Fiberglass Double Door-(XX)Inswing "ClasslcCraft"or'ClasslcCraft or Outswing Configuration Rustic" Limits of Use G Installation Instructions Approved for use in HVHZ:No FL7640 R6 II INST 7640 4 odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:See INST 7640.4 for Design Pressure Ratings by FL7640 R6 AE EVAL 7640 4 odf specific Model and for any other additional use limitations Created by Independent Third Party:Yes and installation instructions.(For FiberClassic and SmoothStar doors,this product approval requires the use of "J"part numbers'ifor these doors,which have been stained or painted within six months of Installation.) 7640.5 6'8"Impact"Glazed fiberglass Double Door with Sidelites -(OXXO)Inswing or Outswing Configuration hq://www.floridabuilding.griz/lDr/pr app_dtl.aspx?param=wGEVXQwtDgvK%2bCDGtD... 9/15/2015 THERMAITRUO T H E R M A TRU DOORS FRAME WIDTH : Z y` Ci n 1 1 B INDUSTRIAL DR., EDGERTON, OH 4351 7 �•ar MAX' �i�•••.••. �`� r--m I PANEL WIDTH� �i "'•"' `��� N�_n m *Itttt ` of m i -"SMOOTH STAR", "FIBER--CLASSIC - "CLASSIC CRAFTit & "CLASSIC CRAFT RUSTIC" !'� �\ rW 7 3a Ln GLAZED FIBERGLASS DOOR LDgZ INSWING/ OUTSWING w Z)N o J s oZ "IMPACT' � a GENERAL NOTES O < X =4 W W I. This product has been evaluated and is in compliance with the 5th Edition(2014)Florida Building , 5 o a Code(FBC)structural requirements excfudng the"High Velocity Hurricane Zone'(HVHZ). 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material sholl be beyond wall dressing or stucco. �' L) 3. When used in areas requiring wind bome 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 includes Wind Zone 4 as defined in ASTM E 1996 and Section 1609.1.2.2 of the FBC. o c4. For 2x siud framing construction,anchoring of these units stall be the some as that shown for 2x W m oz o $ buck masonry construction. "SMOOTH STAR","FIBER CLASSIC" N 5. Site conditions that deviate from the details of this drawing require further engineering analysis by "CLASSIC CRAFT'a"CLASSIC CRAFT RUSTIC o 0 a licensed engineer or registered architect. F o0 as 0 v TABLE OF CONTENTS r SHEET IT DESCRIPTION 1 Typical elevations,design pressures 8 general notes v o 2 Smooth Star door panel 8 glazing details z 3 Fiber Classic door pone)8 glaring details OVERALL OVERALL DESIGN PRESSURE(PSF);; 4 Classic Craft/Classic Croft Rustic door panel 8 glazing decals SWING fRAME` D 1 0 DATE: 4/21/08 °z 5 Horizontal cross sections = .... ;DIILIENSIQN pltifENS10N PQSITIV.E /Vf1J)VE;: scAU; No e 6 Vertical cross sections - N.T.S. 7 Buck and frame anchoring-2X buck masonry construction INSWING 37.75"x 82.00 27.00"x 63.25' +47,0 _53 m' D"D• ' FAL m' 8 Frome onchoring-1 X buck masonry construction cNn.a LS 3 DMWINC NO.: n 9 Bill of Materials 8 Components OUTSWING 137.75"x80.62" 21.00"x 63.25' +50.0 -SU.OFL-7640.1 v o OS SHM I or 9 R\❑lenu\The Tru PERMANENRFlorida Product Approval$\FL-1640\DmvAngt\Curtent\FL•7640.1•.Sdwg.23 — -63.25"MAX.D.L.O.— 4 -}—0.81 d" � 4 T-x 00 o O ❑ 4 ' D x 1a O m A s � 2M zl- c mG�s I m 1.54" Zm rn m co Rt �7 W m .rCj O m m f 4l w 3 x c1 N A IIILLL---(ttl" N N O a tg N 1.54" `� CD O G1 f it + n Z ra- v X D W O a m 0 70 0 0 S r C 3 N Fn Gl �J Day w n �� �nwt 56 n N D y N�' Z Z z D C1 m m m = A m r m0 Q A V � 1.54"�� s A W y P N T � n 54 r) D A m v %%tttttlll7/tl�� Z No.43409 r•c9..r g 2 pR000CT: D—-U P-.—d%y:'V, T THERMA-TRU Lyndon F. Schmidt ��� ��0�•' .` GLAZE FIBERGLASS DOOR P.E. Na 43109 o ���!!lulnlltl r y N ! 29 15 UP TE TO 5TH ED. 2014 F8C LFS PART OR ASSEMBLY: �/{ /BUILDING CONSULTANTS, INC. �b y rD- in qw NO 6 LATE 12 UPDATE 70 2010 FBC BY SMOOTH STAR DOOR PANEL eJ 1. / P.O. Soa 230, vatrlco, FL 33595 & GLAZING DETAILS ►�V Phone No.: 813.659.919? REVISIONS FBPE C.A. No. 9813 0 2009 R.W.9YItoiNO rnc. i GI C52)- y ,� ... o `er n 53 56 56 z kfOy do EXTERIOR v g� z n �•••••......... \\\ J>0'O m b z o=cai 54 U .. � mg- m600 \ _ - T INTERIOR 4 s7 o 21 X'MAX. 2 £ `o x D.W. 2 4 3 3a z 3 1 HORIZONTAL CROSS SECTION J 3 3 o z o $� 1/2v • CELLULAR oa GLAZING GLASS BITE 1 GLASS ¢ �Z TAPE 1/8"TEMPERED w w v7g EXTERIOR GLAD �o v" a AIR SPACE N ad! 5/32"ANNEALED o m n v o 3 Y GLASS EXTERIOR INTERIOR a a` INTERIOR _`~'—0.090"SAFLEX PVB INTERLAYER f DOW 995' Gl 2 1/6-ANNEALED / 4 GLASS DOW 995 SWIGGLE GLAZING (� e OR SPACER V G p SIKA 552 4 m g' GLAZING DETAIL m DOOR PANEL GI o N o` 50 fiber Classic � 5' •NOTE:DOW 995 may be eliminated at door pone)(Max Design Pressure=±50 PSF) 1.210" I r— ° a 2.375"--j 1.210" �� z � CR $ �o z x � - wrc: 4121108 f 2 7 08 z scut N.T.S. !i YUIiCH STYtE D.G.er AL m DOOR TOP RAII DOOR BTM.RAIL H1NGE STYLE 57 LOCK BLOCK 53 •` CNK.BY. LFS s2 55 2 VERTICAL CROSS SECTION °R"""c"O P � 3 FL—7640.! � sH[n 3 OF 9 v d 62 `4A,I G1 n 6T a ;Z-- ^ 66 EXTERIOR 66 N _ �:�O` o 21.00"MAX. m +� '•.. D.L.O. 0,1 63 �iq iL ��•` z C;; o ��Illiil*ti'� U N•-Z x l 4 �� _v zmza 64 r� g co .. grin S Q i m INTERIOR T c `° a 2 V E `oz a 4 3 2 $ �w 3 � 3�a 1 HORIZONTAL CROSS SECTION a: l� a a 4 3cc � O 4 c0 N 9 a y Z N 1/2" �� c CELLULAR GLASS BRE I"THK. GLAZING T ¢f -rt vv GLASS \b /I TAPE 1/9"TEMPERED u� EXTERIOR GLASS o u AIRSPACE O N� - 5/37'ANNEALED o it 'C' p GLASS EXTERIOR INTERIOR u a Uo DOOR PANEL _ 60 Classic PANCraf& INTERIOR`- 0.090"SAFLEX PVB INTERLAYER �'m 6 Classic Craff Rustic DOW 995' Gl 2 1/e"ANNEALED 4 4 GLASS 5 DOW 995 SWIGGLE GLAZING o 1.49" SIKOA 552 SPACER 4 w o G J GLAZING DETAtt 4 o � s $ 'NOTE:DOW 995 may be eliminated at door a 40 � panel(Max.Design Pressure=±50 PSF) — 4 O o Ln N 4.11" m $ HINGE STYLE j�--0.030' 64 S_ » 1.48' a' o I I 0 o. �1 a z v o: � aTE: 4 jz T ja$ 0 0 -�-- 65 D.C.Et N.T.S. 0 5 owcer: AL to cnx,BY: LFS � £ LATCH STYLE DRAW Nc NO.: � 63 6Z DOOR 1OP RAIL 65 DOOR BTM.RAIL z VERIiCA1 CROSS SECTION 4 FL-7640.7 a SNEET 4 OF J O d MClientskTherm Tm PERMANENTVIorids Pmdua ApplowlsVL-7640\DaingS\CunentlFL-7640.1•,Sd.9,5.1 00 0 qn C) A, zi CID 14 tA X Am 22 70 0 0 O to W X m m m M 00 0 0 22 11 M fp 6r r) c ac 0 f- V rh Z:- 4 m 4 4 /JI u- m 0MI M 0 np 0 O Z4, I4 4 It No.43409 PRODUCT: Doc.—M.P-po— tr-'v THERMA—rRU Lyndon F. Schmidt ',, 00 U, GLAZED FIBERGLASS DOOR P.E. No. 43409 D 2 UPDATE TO 5TH ED. 014) FBC LrS PART OR ASSEMBLY: XjV BUILDING CONSULTANTS. INC. '0 1 UPDATE TO 2010 FBC JK P.O. So. 230, Voirleo. FL 33595 0' NO DATE HORIZONTAL Phone No.: 813.659.9197 - - - REVISIONS CROSS SECTION FBPE C.A. No. 9813 0 2DO9 R.W.BUILDING MD—UL—T.11C, mClients\Therms TN PERMANENT\Fierida Product Approvals\FL-7640\Dm irrgs\CurtrnriFL7640.1-.S.dwg.6.1 1-1/4"MIN. EMB.(TYP.) m m A n o rn o a 0 I� aw Q a� Q CJ tl ° lz Ff0n0mMm mO p° p O ° a ° � A '4 p ° OD ,� 0 p m J 1 .o ° "n 1-1/4"MIN,_n EMB.ITYP.) I-I/4"MIN. EMB.(TYP.) c m M m o. 0 0 m o D M Q a O A O•A o Tos 0 ° ca `n z A 4 O -. a a X CN �O a N X z N m 1 N 70 0 ° N 70 Q ` CM O ° 2 v° . Z o• •if . n p 1.1/4"MIN. EMB. m ``�t1141111(r7j�r No.43409 l 27-j.S PRODUCT: 0ooum�nI Pracand 9y:••, ; A P THERMA-TRU Lyndon F. Schmidt iii ,p•, F'' �`��� r'x' P.E. No. 43409 ,p„'•...°.°.•• r GLAZED FIBERGLASS DOOR '�i r�ONAV- I° � o z BUILDING CONSULTANTS. INC- 9. 1 29 15 UPDATE TO 5TH E0. 2014 FBC LFS PART OR ASSEMBLY: $ o N ii p i b 11 12 UPDATE TO 2010 rbc JK VERTICAL �YY P•0. Box 230. Valrleo, FL 33595 �O — ° NO DATE BY GROSS SEGTlONS Phone No.: 813.869.9197 , REVISIONS FBPE CA No. 9813 0 2OCg R.w.9-L.—C...ULT•NTB I c. Ci ` �n '! ••"•......Thi aiTYP.HEAD _ ��� oNi oN &JAMBSo xp x U (� 8 L J m C 47 N � N, a a=a. M t M 4.� MASONRY TYP.HEAD — o c ti co OPENING OPENING &JAMBS vcc x a '0 o U N2 —O X a a FRAME o z �C n fJ to b� Z_Z y U N= W J W II, 2X BUCK iif 2X BUCK F o YY TYP.SILL — o v I a a 4Yy- o CO 41 • — t3 I o g BUCK ANCHORING HINGE JAMB FRAME ANCHORING STRIKE JAMB `n N " Mosonxy 2X tuck construction o o M CONCRETE ANCHOR NOTES: ~ tW W o t.Concrete anchor locations of the comers may be adjusted to maintain the min. o 0 edge distance to mortarjoints. a,a a 2.Concrete anchor locations noted as MAX.ON CENTER"must be adjusted to 28 a a ? maintain the min.edge distance to mortarjoints,additional concrete anchors $ may be required to ensure the MAX.ON CENTER"dimension ore not exceeded. x 1 Concrete anchor table: 0 K '�`�'- o MIN.CLEARANCE MIN.CLEARANCE 10 _ o ANCHOR ANCHOR' MIM MIN. TO MASONRY TO AD.IACEM {) h—o 0 TYPE STIF FMBEDMENT EDGE ANCHOR K z a ❑ DATE: 4/ i ITIN TJ4" 1-Tj4" Y d' SCALE: N.TS.TAPCONO 4 tiwc.BY: AL m Y ELCO 114 t-TJ4" T" 4' 27 � ULTRACON — cxK.BY: LFS 3 WOOD SCREW INSTALLATION NOTES: OR—.0 no.: a 1.Maintain a minimum 5/8"edge distance,?"end distance.8 I"o.c,spacing of HINGE DETAIL LATCH d DEADBOLT DETAIL FL-7640.I o Owood screws to prevent the splitting of wood. SHEET7 or g a d 4 � o n m i ` a a 0 _ a Z 9 0 U Em V. \ C Y Y Z O o a MASONRY N a m Y m a a OPENING TYP.HEAD& JAMBS E a 26 x FRAME ® z O j N / O mQ tld N Z 1X BUCK &)V D =m cz> F `i p o < <o TYP.SILL — ` 27 t 0 a a a rn I. LATCH d DEADBOLT DETAIL i t N HINGE JAMB FRAME ANCHORING STRIKE JAMS " u g Masonry IX buck construction w O 0 wo eu 4 47 N CONCRETE ANCHOR NOTES: H � 1.Concrete anchor locations of the comers may be adjusted to maintain the min. 9 edge distance to mortar joints. 2.Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to 10 0 4 maintain the min.edge distance to mortorjoints.additional concrete anchors 10 may be required to ensure the"MAX.ON CENTER"dimension are not exceeded. U N E 3.Concrete anchor table: a MIN.CLEARANCE' �MIN..CLEARANCE 10 _ o o %ANCHOR ANCHOR "N. a `o TO MASONRY TO�ADJXCENT N–z TYPE SIZE EMBEDMENT EDGE. : ANCHOR cNn 4/21/08 i a iTW T/4" ;-T/4" 2" 4" scut: N.T.S. TAPCON HINGE DETAIL p,u,BY, AL m TA ON@ 3/W 1-1/4" 3" cHK.er: LFS X. 111 E WOOD SCREW INSTALLATION NOTES: MM o 1,Maintain a minimum 5/8"edge distance,I"end distance,&I"o.c.spacing of FL-7640.1 a sxcer 8 or 9 wood screws to prevent the splitting of wood, m O BILL OF MATERIALS ITEM DESCRIPTION MATERIAL ITEM DESCRIPTION MATERIAL A I X BUCK SG>=0.55 WOOD 40 FIBERGLASS DOOR PANEL-SMOOTH STAR 6 B 2X BUCK SG>=0.55 WOOD 41 FIBERGLASS SMC SKIN MIN 0.065'THICKNESS SMC C MAX,I/,VSHIM SPACE 6 42 TOP RAIL COMPOSITE WOOD z D 114"X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 43 LATCH STILE WOOD Y, E MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI CONCRETE HINGE STIRAIL WOOD LE WOOD it........... >a'R (n n 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 45 BOTTOM z C;F. 6 1 F 1/4"X 1-3/4"PFH ITW CONCRETE SCREW STEEL 46 POLYURETHANE FOAM CORE-1.9 LBS.DENSITY FOAM IIION , 0" G 3116'X 3-1/4"PFH ITW CONCRETE SCREW STEEL 47 LOCK BLOCK REINFORCEMENT WOOD H 1/4"x 3-114"PFH ITW CONCRETE SCREW STEEL 50 FIBERGLASS DOOR PANEL-FIBER CLASSIC 1 114"X 2-1/4"PFH ITW CONCRETE SCREW STEEL 51 FIBERGLASS SMC SKIN MIN 0.065"THICKNESSD SMc n to a M, J I/CX 3-3/4"PFH ITW CONCRETE SCREW STEEL 52 TOP RAIL COMPOSITE Z K #8 X 2-1/2'PFH WOOD SCREW STEEL 53 LATCH STILE WOOD L #10 X 2-1/7'PFH WOOD SCREWSTEEL 54 HINGE STILE WOOD I EXTERIOR LITE FRAME ALUMINUM 55 BOTTOM RAIL —COMPOSITE 2 INTERIOR LITE FRAME ALUMINUM 56 POLYURETHANE FOAM CORE-1.9 LBS.DENSITY FOAM to 3 UTE FRAME TRIM PVC 57 LOCK BLOCK REINFORCEMENT WOOD 4 #10 X 1-1/7'PFH SCREW STEEL 60 FIBERGLASS DOOR PANEL-CLASSIC CRAFT&CLASSICCRAFTRUSTIC 7 MEDIUM REACH COMPRESSION WEATHERSTRIP FOAM Ln SMC 61 FIBERGLASS SMC SKIN MIN 0.09U'THICKNESS �i:s 8 LONG REACH COMPRESSION WEATHERSTRIP FOAM 62 TOP RAIL COMPOSITE 11-1 ��:, XO 9 4"X 4!'HINGE.097"THK. STEEL—-j- LATCH STILE WOOD I 10 #10 X 3/4-PFH WOOD SCREW 15 STEEL L i- WOOD 0 tj 64 HINGESTILE 17 PASSAGE LOCK-KWIKSET SIGNATURE SERIES STEEL 65 BOTTOM RAIL COMPOSITE IS THRESHOLD OUTSWING(THERMA-TRUI ALUM./WOOD b6 POLYUREIHANE FOAM CORE-1.9 LBS.DENSITY FOAM 0 19 HEADER JAMB(PINE)SG>=0.42 WOOD 0 w 20 SIDE JAMB(PINE)SG>=0.42 WOOD 21 KWIKSET SIGNATURE SERIES(780) STEEL 1`6 27 LATCH STRIKE PLATE STEEL 1.318" 28 DEADBOLT PLATE STEEL Z L 32 DOOR BOTTOM SWEEP PVC 33 INSWING,THRESHOLD ALUM.COMP. i;? �51 CS N NOTE:WOOD DOOR COMPONENTS: PINE OR OAK(SG>=0.42) z o to (DJEUTE FRAMEo 3 _ EXT.LRE /Mr.UTE > Trim Frome Frame t2t 2 00 SAY 4.563* c! z _0 Z u z DATE: 4/27 cz 4.563' 2.359" a SCALE: N.T.S. owr.BY. AL 0 33 INSWING QU=1SWING 33 HEAD I SIDE CMN.BY: LFS 18 . 8(�)_ Threshold Threshold 19 20 Jaambm, rnuww Ho.: FL-7540.1 0 SHEET 9 OF