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HomeMy WebLinkAboutProduct Approval; Swinging Exterior Door AssembliesOnlineFlorida Building Code 1 ► 4 � G t ,s 4 ._ �C s X Lsr 'F 'Y {v •' t� v T � � 5 Mt'i'c' � Y y�`i i`L�i i fRQf7167.Q&vA +i'fCdCGT RF i r ra S a• •• 7^ :"srlry f y 'J .'' 'f t� BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff 661S Site Map Unks Search FI rida 0., rProduct Approval IUSER: Public User L� Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL14665-114 Application Type Editorial Change Code Version 2014 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@ rwbldgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email 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. ® Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Standard Year ASTM D1929 1996 ASTM D2843 1999 ASTM D635 2003 ASTM D638 1996 ASTM E1300 2004 ASTM E84 2000 ASTM G26 1995 TAS 201, 202, 203 1994 _ Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL14665 R4 Enuiv of Standards.odf htty://www.floridabuildinR.org/pr/pr app dtl.aspx?param=wGEVXQwtDgsw8ZVNfe8A7... 9/13/2017 Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option A Date Submitted 03/10/2016 Date Validated 03/10/2016 Date Pending FBC Approval Date Approved 03/13/2016 Summary of Products FL # Model, Number or Name Description 14665.1 a. "ClassicCraft", "ClassicCraft "Impact" 8W Opaque Fiberglass Single Door with and Rustic", "FberClassic" or without Sidelites - Inswing/Outswing configurations (X, OX "SmoothStar" Series or XO, OXO) Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL14665' R4 C CAC 14665A NAMI CERT.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 03/31/2026 Design Pressure: N/A Installation Instructions Other: See INST 14665.1 for Design Pressure Ratings, any FL14665 R4 II Inst 14665.i.pdf additional use limitations, installation instructions and Verified By: Lyndon F. Schmidt, P.E. 43409 product particulars. (Note - ASTM E1300-04 utilized for Created by Independent Third Party: Yes areas inside the HVHZ) Evaluation Reports FL14665 R4 AE Eval 14665.1.pdf FL14665 R4 AE TT - PLASTICS.l.Ddf Created by Independent Third Party: Yes 14665.2 b. "ClassicCraft", "ClassicCraft "Impact" 8W Opaque Fiberglass Double Door with and Rustic", "FberClassic" or without Sidelites - Inswing/Outswing configurations (XX or "SmoothStar" Series OXXO) Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL14665 R4 C CAC 14665.2 NAMI CERT.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 03/31/2026 Design Pressure: N/A Installation Instructions Other: See INST 14665.2 for Design Pressure Ratings, any FL14665 R4 II Inst 14665.2.Ddf additional use limitations, installation Instructions and Verified By: Lyndon F. Schmidt, P.E. 43409 product particulars. (Note. - ASTM E1300-04 utilized for Created by Independent Third Pary: Yes areas Inside the HVHZ) Evaluation Reports FL14665 R4 AE Eval 14665.2.odf FL14665 R4 AE TT-PLASTICS.l.Ddf Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: SSO-487-1824 The State of Florida Is an AA/EEO employer. Copyright 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 JICEL. Product Approval Accepts: MM W 0 eCYuc http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsw8ZVNfe8A7... 9/13/2017 THERMA TRU DOORS 1I B INOUSTRIAL DR., EDOERTON, OH 43517 SMOOTH STAR, FIBER CLASSIC, CLASSIC CRAFT & CLASSIC CRAFT RUSTIC OPAQUE FIBERGLASS SINGLE DOOR W/ it W/o SiDEUTES INSWING / OUTSWING "iMPAcr' GENERAL NOTES. 1. This product has been evatuated and is in compliance with the Sth Eam (2014) Florida Building Code (FBC) structural requirements fncbding Me'Wgh Velocity Hurricane.Zone- (HVHZ). See the Codification Agency CeffCafe for shm. spedlIcofions and ratings. 2. Product anchors shall be cis listed and spaced as shown on details. Anchor embedment to base moferfai shaft be beyond wall dressing or stucco. 3. When used In the 1tVW this product compiles with Section 1626 of the Rorddo Balding Code and does not require an impact resistarnt covering. 4. When used in areas outside of the °HVIC requring wind bome debris protection this product complies with Section 16010.12 of the FBC and does not require an impact resistant covering. This product meets missile level 'C'and Includes Wind Zone 4 cis defined in AS MI E 1976 and Section i6M.122 of the FBC. S. For 2(stud framing comtrudian, anchoring of these units shoA be the same as #xd shown for 2x fuck masonry coruhuction. 6. -Stie conditions that deviate from the detolls of this dnwtng require further engineering analysis by a ilcensed engineer or registered' architect. 7. Outswig configrirations using coastal sill item #31 under active doors, and aB sills used undersideStes, meet waterinlBtration requirements for 'FfVNT. 8. fnswfng configurations 6 outswing contiguralbns using sill Items #15, B18 8 #37 under the active door do not Meet the waterin8lratron requirements for ihe1IWHrend shag be Installed only Inmon4habitable dress or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or ovemdna to SO is Less than 4S deareaL 76.77AMX.O.A. FRAME WIDTH 37.75 MAX. 37JSAMX. FRAMEWIDTH FRAME WIDTH 1 oa oa 5 1 x 1 K� xLH TA8IEOFCOMEMS SHEEN DESWRION SHEER OESCNMN i Typical elevo gn INernxes 3 nero no es 9 Horizontal uoss sections 2 Door etc Smoo St 10 Vertical cross sections 3 DWPOneld4tcJ1102 crop I Vertical =ss sections 4 VD60&r—PW—eTCfffW amcmifuml 12 Buck an 5 DoorrwMde Nberuassicl 13 Buckandfrome a O XO 6 elRe t 14 Buck and frame ancnonnq JUX01 Elevations IS CO rents 8 Horizontal cross sections 16 B of m Ono com en i 115JS MAX.OVERALL FRAME WIDTH 370MAX. 37:75'MAX. FRAME WIDTH �r FRAME WIDTH pp \ } W •c0. �Z 0 0 o G ' ' --its— t.s P y P p Q r E. z'd II gggg, z r �W n a a vo • m MITI x 37.75" x 98.00" N/A +55.0 -55.0 +55.0 .55.0 OX / XO 76.75" x 98.00^ 24.58" x 79.63" +50.0 -55.0 +56.0 -55.0 OXO 115.75" x 98,00" 24.58" x 79.63" +50.0 -55.0 +55.0 -55.0 sun[: N.T.S. owo. er: JK ew- en LF3 FI.-14665.1 c er—La16. O DOOR SIaN ODW THIL (SMOOTH STAR) %% . % ,.! /i FOAM CORE EXTERIOR......... POLYURETHANE Py 6.000 PSI MIN. re I n1i I d 2C 1, WIN ,1111 ti 2A z 36.00r MAX PANEL REINFORCEMENT INTERIOR PANEL WIDTH 0.02T THr- ME -OJ - i � I w HORIZONTAL CROSS SECTION rk N 5 d N'l Sul #9 X 3"PFH WOOD SCREW VYP. 4 CORNERS OF PANEL) U0 4.02' '17 ch EXTERIOR INTERIOR 0 ILI L DETAIL A -A DOOI40 PANEL c' St. 2A 00000000 z 0000000 00000000 to 00000000 --"o 0000000 0000000 PANEL REINFORCEMENT 00000000000 cW OffffTHL 00000000 T C) 0000000 .000000. ai - 0000000 00000000 0 Top. 0000000 00000 000 00 M-28.86% OPEN 0000000 00000000 AREA MAX 14- 00000000 ..... 00000000 VERTICAL CROSS SECTION DAM 06/27/11 00 0000000000000zD Sm4M N.T.S. 0000000 00000000 DWG.• ehJK ri m LFS DEFAILA-A DPAWM M: PoneireInforcement FL-14665.1 1-3 _MW 2 OF �6 t 36.00• MAX PAN. -- c� x rd N L POLYURETHANE FOAM CORE EXTERIOR I DOOR SKIN 0.06S°THK. (CLASSIC CRAFT) Fy = 6 000 PSI MIN. PANEL REINFORCEMENT INTERIOR 0.023•THK. 1 HORIZONTAL CROSS SECTION 3 N9 X 7 PFH WOOD SCREW (TYP. 4 CORNERS OF PANEL) L DETAIL A -A J s0 DOOR PANEL 3A cart 000000000 00000000 3B 000000000 00000000 000000000 00000000 PANEL RENFORCEMENT 0000000 0 00000 00 0.023•THK. 000000000 00000000 000000o00 00000000 0 7D� 000000000 00000000 0000.00 00000a0 28.86%OPEN 000000 AREA MAX. 00000000 0 0 0 0000 HINGE STILE 000 0 00 3C 000000000 00000000 000000000 3D 00000000 000000000 DERAIL A -A Panel reinforcement EXTERIOR INTERIOR 2 VERTICAL CROSS SECTION 3 POLYURETHANE 4C FOAM CORE EXTERIOR PANEL WIDTH INTERIOR 2 4 1 HORIZONTAL CROSS SECTION 4 m d O o_ O 4 v a 1 D L DETAIL A -A J 60 DOOR PANEL Claate CrcR RL.U. 00000O 0000000 000000 0000000 000000 000000 0000069 0000000 H 000000000 DETAIL A -A Panel reinforcement N9 X 3" PFH WOOD SCREW (TYP. 4 CORNERS OF PANEL) PANEL REINFORCEMENT 0.023" THK. f�Took 28.86%OPEN AREA MAX. 1,1111" Hill ,20-,Illlllil III CID Iiii DOOR SKIN 0.065' THK. (CLASSIC CRAFT RUSTIC) Fy = 6,000 PSI MIN. "Yam IIIIIIiQ , PANELR13NFORCEMENT 0.023" THK. r1A3"1 4A TOP RAIL ME I EXTERIOR INTERIOR 2 VERTICAL CROSS SECTION \114 re ••.......• '•• O x=� \ maafL V €_ LE: N.T.S. . eT: JK L BY. LFS mm ND. FL-14665.1 aT -A OF 16 36.W MAX. PANEL WIDTH 2 5 x z d i O 0 1 5 a L DETAIL A -A J 70 DOOR Clasie ANEL Hber POLYURETHANE FOAM CORE PANEL REINFORCEMENT OMY THK #9 X 3' PFH WOOD SCREW (TYP. 4 CORNERS OF PANEL) 00000000 0000000 00000000 5B 0000000 00000000 0000000 00000000 0000000 o o o o o o o o PANEL REINFORCEMENT 0000000 000000 0.023°THK 0000 0 00000000 0000000 00000 q`W%`' 0000 o 00000 O Mpyl. 0000000 00000000 O 0000000 00000000 0000000 28.86%OPEN 00000000 AREA MAX. 0000000 00000000 DETAIL A -A Panel reinforcement EXTERIOR INTERIOR %11 HOMONTAL CROSS SECTION DOOR SKIN 0.065' THK (FIBER CLASSIC) Fy = 6,000 PSI MIN. In '11 EXTERIOR 1.18, �, -1 o 5C HINGESTIE 5D BOTTOM RAIL %21 VERTICAL CROSS SECTION 5 f�t11► � i �• ` O C $an 111 1SST``` z n m Z 0 y Ea zm�n 9 OW N poa maaE �z INTERIOR sour: N.T.S. 5 owa a*: JK m CHK. ST: LFS 3 GRAWNo No. R FL-14665.1 n sHm7 5 or 16 36.00" MAY PANEL WID1 i "M L DETAIL A -A J !0 SIDEUTEMNEL LITE FRAME Alum. EXTERIOR 11T GLASS BITE CELLULAR GLAZING TAPE #8 X 2-1/T PFH WOOD SCREW (TYP. 4 CORNERS OF PANEL) 4 t• T DIA. MAX. DOW 9 5 0 0 0 0 0 0 0 o INTERIOR 2 3 DOOW 995 O O G1 SIKA552 39 28.86%OPEN Gun G DEi IL AREA MAX. • NOTE: DOW 995 may be eliminated at door MAIL A -A panel (Max Design Pressure = t 50 PSF) Panel reinforcement 1' THK. GLASS PANEL REINFORCEMENT 0.023' THK. IN' TEMPERED GLASS AIR SPACE L�AS.S�NEALED Uff SAFLE)P PVB INTERLAYER 1 /B' ANNEALED GLASS SWIGGLE GLAZING SPACER Of. JK W. LF•5' 1C Nr N0: FL-14665.1 ET 6 or 16 KHIIKSET I KNOB: SIGNATURE SERIES DEADBOLT: SIGNATURE SERIES (980) HOPPE I MULTI -POINT LOCK: TONGUE GEAR SYSTEM 1 2 1 2 10 10 11 11 j3J FE-31 [0 x o 3 4 6 3 4 6 10 10 10 11 11 11 5 5 10 11 •�� nqN A ea \� n01A � Sn j. llll to �a o3m0 61� C1 i� 2 1• ~ i NZ, 962Wm 4 z sd CZ 8 9 9 N.7 S. �• a+'JK am ar LFS FL-14665.1 ET 7 or 16_ 1-1IAIMUI 1-1/4" MIN. EMS. (TYP.) 0.15" MINK PP.) EXTERIOR INTERIOR 3 HORIZONTAL CROSS SECTION 8 Shown WIM sub -buck EXTERIOR INTERIOR 1 HORIZONTAL CROSS SECTION B UulMngShown -outswing also approved EXTERIOR INTERIOR S 1-1 /4" MIN. EMB. VYP.) 1'2 *'� HORIZONTAL CROSS SECTION $ =shown-ouhwing re >�... 8 no c Z 11 v p x={ N Cm 9m 90 �dta A 4 mdd� 6 eZ LM N.T.S. BY. JK c ar: LFS Mm NO.: FL-14665.1 ar 8 a16 SEE NOTE 1 .1 S' MIN. C-SINK 20 EXTERIOR INTERIOR 331 HORIZONTAL CROSS SEC17ON 9 IInrMnng shown - outrMng also approved NOTE: 1. Sidellte screws (Item #14) located at 6• from each end and 6 more screws equally spaced (8 screws total per Jamb). JL�.IIVI� y Inswing shown - cuhwing also approved EXTERIOR INTERIOR ••% A n * U)'• Z= z �y ti QJ" m .......... \\\\ J> A 0 62. d .. = h Eg K N I� y D don mda Cz�. tj y 2 O U � N N I 0 EMB. (TYP.) K N O � 0.15, C'SINK (TYP-) SEE NOTE 1 U U (p) 221 HORIZONTAL CROSS SECTION alsogg s - outsw(ng 1-1/4 MIN. EMB. (TYP.) I. .. P e •a• �s = ^mQ 0 z N ^ Z V e 06 27 11 °z M N.T.S. 9 a er: JK m' c. er: LFS 3 CM1iC NO.: � FL-14665.1 0 xr 9 oa 16 A I INTERIOR " EXTERIOR 1 VERTICAL CROSS SECTION 10 I swing shown -outswing also approved EXTERIOR ////. INTERIOR ' 0 70 v "s 0 4 VERTICAL CROSS SECTION 10 Outswing configuration Q-0 1 i 1 Z' EXTERIOR 50 60 40 70 z a: f� �m �jZ� 10 o� zdmd �i"�••z z m aU H 9ora n m dn� c= INTERIOR EXTERIOR y 2 VERTICAL CROSS SECTION 10 Shownwf]Xsubbuck i y r� VERTICAL CROSS SECTION 10 OutsWngconttguratton to UEVERIORINTERIOR7 318�.� C51 VERHCAL CROSS SECTION 10 Ouhwing conflguraflon INTERIOR EXTERIOR r VERTICAL CROSS SECTION 10 Inswing configuration On JK c BY. LFS ANO NO- FL-14665.1 Pr 70oF16 d •' a U4�z" SEE NOTE 1 14 c Tj EXTERIOR INTERIOR 1 VERTICAL CROSS SECTION 11 3 NOTE: 1. Sldefite screws (Item #14) located at 6• from each end and @ center One y 13 screws total). EXTERIOR SEE NOTE 1(A) 5 VERTICAL CROSS SECTION j j Outswing configuration •• INTERIOR EXTERIOR• SEE NOTE 1 14 80 SEE NOTE I m 37 SEE NOTE 1 14 INTERIC EXTERIOR MI �2'� VERTICAL CROSS SEC17ON !V Shown w/I X sub -buck INTERIOR SEE NOTE 1 R vcd e yy T jpbpbpi�� O JJo � e i It•• • \ 0 01 -e Din Z U d �u7 L 2'1Za �7 N 8ry N Cz .W mIL al° cV EXTERIOR .. ... a �• : .. � VERTICAL CROSS SECTION 11 Inswing configuration M N.T.S. ? :. BY.. JK m' c en LFS 3 NWO NO.: 1z FL-14665.1 n rr 11 ov 16 1° Ir D TYP. HEAD MASONRY a JAMBS OPENING � O 2X BUCK m 9a O� �~O o — 2X BUCK © W W Z �=z �O 0 MASONRY OPENING 1� SEE HINGE DETAIL BUCKANCHORING HINGEJAMB CONCRETEANCHOR NOTES: 1. Concrete anchor focations of the comers maybe adjusted to maintain the min. edge distance to mortar joints. 2. Concrete anchor locations noted as MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortarjoints, additional concrete anchors may be required to ensure the MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: ...."i il4llFf': L iIRAN.£ t :(GIIN':C :::............................. r#RSNEE . AIstGHd ::; :ANCI ::? ii::#: Jf�1�ll ii;...... i:...:.:.....;.................:::•:::::.......,.;..; ., . . ::::::.: •::::::. ;;;;:: ;:>EMBK IE Ii:::•::•::•..........�..,..xy ic. i:ii::ii:i:: i:c ::i:•iiiiiES:•iiiiii....:2¢Lt�O.:•y::::ii:::i::i: :... ....... • .:. �.:: .::.:........! �I�it/fat......... FrW TAPCON ELCO a 1" 11-114" 4" ULTRACON /4" TAPCON m 3/16" 1-1/4" 3' 1-1/2" TA= WOOD SCREW INSTALLATION NOTES: 1. Maintain a minimum 5/6" edge distance, 1" end distance, a 1"o.c. spacing of wood screws to prevent the splitting of wood. � ••9\\� Lnpq L 2X BUCK :o �' s =,z0 J 1XBUCK cy ei ry sp 9 p o a H D a JAMBS mda� — — TYP. o o z D `X _ p 26 — TYP. ixBUCK G m� SILL 2xBuc K N mW TONGUE STRIKE DETAIL o MuIB-point lock a a FRAME ANCHORING STRIKE JAMB STRIKE JAMB G Ix BUCK �� Masonry Con*uc8on Multi point Lock Latch & Deadbolt 2x BUCK K N Y N W O En LATCH L DEADBOLT DETAIL E MuWpoint Lock o HINGE DETAH 2X BUCK nmvc ucwu. iX BUCK LATCH a DEADBOLTDETAIL 91rcI I I i z z a^Z 10Z ° e O6 27 11 z N.T.S. er: JK m' er LFS 3 WM NO.: rc FL-14665.1 n Er 12 or 16 �° III HEAD ilk D & JAMBS III FRAME TYP, III SHOWN FOR WISONR REFERENCE OPENING III 2X III III BUCK III III III III III III m o III III BUCK ANCHORING CONCRETEANCHOR NOTES: 1. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortar joints. 2. Concrete anchor locations noted as MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortar joints, additional concrete anchors may be required to ensure the MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: TAPCON® 1/4" 1.1/4" 2" 4" ELCO ® 1 4" 1-1/4" 1" 4" ULTRACON / ITW ® 1 3/16" 1-1/4" 3" 1-1/2" TAPCON WOOD SCREW INSTALLA71ON NOTES: 1. Maintain a minimum 5/6" edge distance, i"end distance, & i"o.c. spacing of wood screws to prevent the splitting of wood. v SEE NOTE 1 ♦♦� G IXBUCK p♦ 1i�i /ice OHO SEE NOTE 2 �4,r) 20 M 2X BUCK. t ii 0 T ry DNS �(:0+ em 6" �{ �>♦` f_ ion L 2X BUCK b g 9 a ■z'4 OPENING J 1 X BUCK + r,1 l� N m m a `a IIL P TYP. HEAD & _ _ U _ DLL JAMBS z U v E o z In Z00 Z FRAME ^ O v z0 y�� �t O 0 WX D — � o 2XBUCK Y" 12 F i TYP. Q JAMB — — ) TYP. TO SILL REINFORCEMENT m t 1 1 1T r 1— of o SEE HINGE i v �— a DETAIL G SEE NOTE 1 m STRIKE JAMB STRIKE JAMB o HINGEJAMB FRAME ANCHORING Multi -point Lock Latch & deadbolt (n Masonry construction a g NY 1 K 27 z K 26 K K 28 h 00 Ir K 2$ TONGUE STRIKE DETAIL MuIB-point Lock o En LATCH a DEADBOLT DETAIL 0 c i 2X BUCK LATCH d DEADBOLi DETAIL NOTE: 1. 3/16" x 3.1/4" iTW concrete screw toe -nailed through mullion into masonry (each face) at sil 2. #10 X 3" wood screw toe -nailed through mullion into masonry (each face) at head "1XBUCK HINGE DETAIL 2X BUCK u•: N.T.S. JK By.. LF8 3 WINC No.: a FL-14665.1 c ET 13 or 16 n ' 1 f III HEAD II� � &JAMBS III TYP.��� FRAME SHOWN FOR MASONRY REFERENCE OPENING III III 2X III BUCK III III III III III III o III III III BUCKANCHORING CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortarjoints. 2. Concrete anchor locations noted as'MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortar joints, additional concrete anchors "MAX. may be required to ensure the ON CENTER" dimension are not exceeded. 3. Concrete anchor table. IiYV ® 1/4" 1.1/4" 2" 4" TAPCON ELCO 1-1/4" 1" ULTRACON 4" ITW D 1 3/i6" 1.1/4" 3" 1-1/2" TAPCON WOOD SCREW INSTALLATION NOTES: 1. Maintain a minimum 5/6" edge distance, 1" end distance, & 1"o.c. spacing of wood screws to prevent the spBNing of wood. 2 id O0 0 o _ MASONRY © OPENING w O FRAME - in zZO MM O SEE HINGE DETAIL HINGE JAMB 2X BUCK `�f TYP. IJ JAMB _ TO REINFORCEMENT `• 1.,.. 1 ` 1 1 SEE NOTE I G 1XBUCK SEE NOTE 2 M 2X BUCK { {� L 2X BUCK J 1X BUCK TYP. HEAD & — JAMBS o Z O W. — SILL —i6"�— SEE NOTE 1 leg m i ems`/ \ E ON tn UN•;Z Ez$Zc�i L od d Li � � WO O 0 �I a o STRIKE JAMB STRIKE JAMB FRAME ANCHORING Mul&point Lock Latch & deadboll Masonry construction K 27 K 26 K K 26 K yj TONGUESHtIKEDEVIL MuUipoint Lock LATCH & DEADSOLTDETAIL 2X BUCK LATCH & DEADBOLT DETAIL NOTE: 1. 3/16" x 3.1 /47 BW concrete screw toe -nailed through mullon into masonry (each face) at sill 2. it10 X X woad screw toe -nulled through mullion Into masonry (each face) at head HINGE DETAIL 1XBUCK HINGE DETAIL 2X BUCK E.06 27 11 +E N.T.S. ° 5 :. er: JK m er. LFS 3 werc ,. FL-14665.7 0 Er 13 or 16 OPENING 2XBUCK- r 4- 4- III III p HEAD III III DaJAMBS III III TYP. III III II FRAME II III HOWN FOR III III REFERENCE III III III III III III III � 0 III III III III III III III III III III III III BUCKANCHORiNG CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the comers may be adjusted to maintain the m1n. edge distance to mortar joints. 2. Concrete anchor locations noted as MAX. ON CENTER" must be adjusted to maintain the m1n. edge distance to mortar joints, additional concrete anchors may be required to ensure the MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: 5 TAPCONe 1/4" 1.1/4" 2" 4" ELCO 1/4° 1-1/4" 1" 4' 5 ULTRACON 2 ITW ® 3/16" 1-1/4, 3" 1-1/Y" TAPCON WOOD SCREW INSTALLATION NOTES: 1. Maintain a minimum SlW edge distance, I" end distance, d l" o.c. spacing of 6 wood screws to prevent the splitting of wood. r 2 Ed o""7d' nO. owe 0 I r 27 2XBUCK _ MASONRY OPENING J lX BUCK / _ TYP. HEAD a _ 1 JAMBS FRAME o %6A SEE HINGE DETAIL HINGEJAMB _ TYP. @ JAMB TO REINFORCEMENT i• I 1 I � 28 K 4''i TONGUES DETAIL Mult -point Lock SEE NOTE 1 lX BUCK SEE NOTE 2 ITYP•) TYP. SILL INSWING FRAME ANCHORING Masonry 2X buck constructIon 27 K LATCH i DEADBOLT DETAIL MultFpoint lock NOTE: 1. 3/16" x 3-1/4" ITW concrete screw toe-nalled through muirion into masonry (each face) at A 2. # 10 X 3" wood screw foe-nal ed through muiTon into masonry (each face) of head \4195 ••./,%%% �. t of �, i g e " Z tt B Em Zm°o —ko fn y maa12 I' 4 EEg o =0 =0 o U d �� m o ?I o — 0 a I 1 f 6" -+i I•� � � m o fr, SEE NOTE 1 \JJ ITYP.) lc-i STRIKEJAMS SiRIKEJAMSMuIH-pointLock Latch a Deadboit In LATCH 6 DEADBOLT DETAIL HINGE DETAIL Dt�ETAAIL +e N.T.S. ; en JK k cr: LFS 3 ,WING NO.: n FL-14665.1 c tr 14 or i 6 O TOP EXTENSION LENGTH MANUAL RAISED TONGUE GEAR SYSTEM 4.625" jam— 3.625' 0 Q 0 �ZTONGUE STRIKE PLATE 8.82' Q LAiCN AND DEADLOLi STRIKE PLATE 0 1< 0 w 22 MUITI-POINTLOCKSET 3 Point Rmigue" Z': A tll•, Z' 92 � � �: p� m pi UN•• 4 9 p XZ G E = m o 9 = Ng o0 � mda V € oZ W sircl 1 111 w z N^Z m E. 06127111 i LF: N.T.S. ° 5 :. BY-. JK m .. W. LFS 3 WING no.: FL-14665.1 c ET 15 OF 16 ;; .2 1 0 d BILL OF MATERIALS IIEiM IF WICRRIION MATERIAL A I X BUCK SG >= 0.55 WOOD B 2X BUCK SG >= 0.55 WOOD C 1 /4' MAX. SHIM SPACE _ D 1/4' X 2-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL E MASONRY - 3000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE F I/4" X I-W PFH ITW CONCRETE SCREW STEEL G 3/1 &' X 3-1 /4" PFH ITW CONCRETE SCREW STEEL I IX x 2-1/4' PFH ITW CONCRETE SCREW STEEL J 1/4" X 3-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL K #8 X 2-1 /2" PFH WOOD SCREW STEEL L #10 X 2-1/2' PFH WOOD SCREW STEEL 1 EXTERIOR LITE FRAME ALUM. 2 INTERIOR LITE FRAME ALUM. 3 LITE FRAME TRIM ALUM. 4 #10 X 1-1/7' PFH SM SCREW STEEL 7 MEDIUM 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 12 # 10 X 2" PFH WOOD SCREW STEEL 14 #9 X 2-1 /7' PFH WOOD SCREW STEEL 15 OUTSWING THRESHOLD ALUM./COMP. 18 OUTSWING THRESHOLD ALUM./WOOD 20 SIDE JAMB SG>=0.42 WOOD 21 2X MULLION REINFORCEMENT SG>=0.42 WOOD 22 3 POINT'TONGUE?' MULTI -POINT LOCKSET (Mfg. BY HOPPE) _ 25 LATCH STRIKE PLATE 26 DEADBOLT STRIKE PLATE 27 LATCH AND DFADBOLT STRIKE PLATE (TONGUE SYSTEM) MALUM/WOOD 28 TONGUE STRIKE PLATE 29 INSWING SIDEUTE ADAPTER 31 OUTSWING THRESHOLD 32 DOOR BOTTOM SWEEP PVC 33 INSWING THRESHOLD ALUM./COMP. 34 OUTSWING SIDEUfE ADAPTER PVC 37 OUISWING THRESHOLD ALUM./WOOD 40 FIBERGLASS DOOR PANEL W/STEEL REINFORCEMENT (SMOOTH STAR) 50 FIBERGLASS DOOR PANEL W/STEEL REINFORCEMENT (CLASSIC CRAFT) - DOOR PANEL W/STEEL REINFORCEMENT CLASSIC CRAFT RUSTIC) N6OFIBERGLASS FIBERGLASS DOOR PANEL W/STEEL REINFORCEMENT (FIBER CLASSIC)SIDEIJTE PANEL W/STEEL REINFORCEMENT NOTE: WOOD/LVL DOOR COMPONENTS: PINE OR OAK(SG >= 0.42) 9 HINGE 0 5.75" 2 36" �ZOLRSWING THRESHOLD Nfith themnl lxeak sla 4S6' 2.36° 0 T „ OUISWING THRESHOLD ' Standarcl 5.83° chi, >.rdvi�3;��rre?rtiu „ INSWING iHRESHOID h/lll' HEAD i SIDE G, 20 Jamb `l v 0.06" 29 SIDEIRESPACER InsMng 2" 4S6" 236 L i1CQWNNG THRESHOLD Coastal 5W 2.37- i:. ,5 OUISWINGTHRESHOLD wa substrate �ds I I 2.11" L T 0.09" 1 34 SIDEUTESPACER e 9 4 eZ° a 5,24 �o � J �O m I �U 0 U � a� owo. ar JK ebc, er: LFS FL-14665.1 rr 16 or 16