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HomeMy WebLinkAboutProduct Approval THERMAITRU ® 68.5D'MAX. 105.50"MAX.OVERALL FRAME WIDTH OVER zLL WIDTH Ni THERMA TRU -DOORS s s s s s s :�" A), z�� '•••...y... • oma ;>m 1 18 INDUSTRIAL DR.,EDGERTON.OH 43517 // ,. `` N I, ,I / \\\ a II,�•� Z y U N "Smooth-Star"and "Benchmark by Therma-Tru" �'� 4 ;; _$ 70$e 4 I 5O w ; 5 ' 1 •�II II II� V i = a maw I i' S ' ' �A a 68"SINGLE AND DOUBLE OPAQUE OR GLAZED PANELS s ep 4 ZW/&W/OUT SiDELITES s 5 INSWING/OUTSWING INSULATED FIBERGLASS DOOR WITH WOOD FRAMES CA C w LL L�O to 2 W J General Notes 1 2 3 4 5 s 1 2 3 6 6 6 6 6 6 6 6 6 6 .6 6 i. This product anchoring drawing has been developed in compliance with the 5th Edition DOUBLE W/SIDELITES OXXO SINGLE w/SIDELITES 0X0 r a (2014)Florida Building Code(FBC)excluding the"High Velocity Hurricane Zone".See the MAX DESIGN PRESSURE MAX DESIGN PRESSURE wcg, Certification Agency Certificate for sizes,specifications and ratings. +55.0 -55.0 +40.0 -40.0 w 12 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment o w to base material shall be beyond wall dressing,stucco,foam,brick and other wall 74.50"MAX. 53.00"MAX, o I 0- coverings. 37.50"MAX. OVERALL WIDTH OVERALL WIDTH a a N OVERALL 3. Wood screws shall be installed following installation instructions of ANSI/AF&PA NDS 2012. WIDTH 1 2 3 1 2 3 m All other fastener types to be installed following fastener manufacturer's installation 5 5 5 5 instructions. M FA 5 4. Fastener embedment depths,edge distances and center-center distances shall be as p° specified by the fastener manufacturer but in no instance shall they be less than shown in = 4 '� P 'I �' 4 D.H. 4 ,'S=-7; ,'�-7; ;5=-7; ;4-=;; 'i i' ' �' 'S=�' 6 this drawing. , 5 I' ' ' S ' ' ' ' ' ' ' ' ' ' i ' OZ Ow 4 o S 5 5 'I I' 'I II 1, ,I I, ,I to _ O.H. -__5.- I I I I I I I 5 1 I I I I I -�- —--------- - - ---- -- w-- _-31- 5. Where shims are used,they must be a"rigid/stiff'material that complies with the 5 • 5 5 5 • requirements of the FBC. 5 .. - - ._.- - 1 I I I I-P 0O_6. Positivegndnegahve design.pressure requrrements.fornse with thisdraw ng shall be 1II ;I' '; ;I I I I I ;I Ii_ _ C5 'I I' 'I - _ i- determined by others for specific jobs in accordance with the governing code. - - _� " - J P 7. Site conditions not covered by this drawing are subject to further engineering analysis. 4 5 6 o a J 7 2• 3 ° TABLE Of CONTENTS 6 6 6 6 6 6 6 6 `-A 6 6 6 0 0 SHEET# DESCRIPTION SINGLE X z DOUBLE XX SINGLE W/SIDELITE OX D Joe 1 Typical elevations,design pressures&general notes MAX DESIGN PRESSURE MAX DESIGN PRESSURE MAX DESIGN PRESSURE DATE 2/21 12 = +67.0 -67.0 +40.0 -40.0 . . sms- N.T.S. 2 Buck anchoring +550 -550 e 3 Frame anchoring DWG.BY, JK m' 4 Frame anchoring&bill of materials GHN.BY: LFS 3 5 Horizontal&vertical cross sections LOCK HARDWARE MFG d SERIES DRAWING NO.: d 6 Vertical crass sections KWIKSETSIGNAlURE SERIES LATCH FL-15225.5-68 '- KWIKSEI SIGNATURE SERIES 780 DEADBOL7 N SHED 1 OF 6 %%ow 10 4- a 4- 4- 4- 4 4- n ....... ..... .......... MULLION \`MULLION Pi ZROZO MASONRYMASONRY 4 SHOWN FOR 4 SHOWN FOR fill 0 -7 .. I MASONRYJ 0 C4 OPENING TYP. HEAD OPENING TYP. REFERENCE OPENING REFERENCE 0 X Z* Z 0 & JAMBS HEAD II HEAD II 7 C E, M 1.1 C; Zw 0 on. & JAMBS & JAMBS M 0 II A Ra, 2X BUCK-/- 2X BUCK-/ TYP �J d �t CZ 2X BUCK-/ v 0 C; -1(L MULLION rn C3 I I SHOWN FOR I I al(3 II ro C; II REFERENCE C; ti :E US SINGLE DOOR SINGLE W/SIDELITE SINGLE W/SIDELITES E5 BUCK ANCHORING BUCK ANCHORING BUCK ANCHORING CE 0 O0 9X 4" 4- 4„ 4„ 4 4 4_8.1 FFF:FF 9J MASONRY MULLION MULLION z J.- SHOWN FOR 2 -OPENING- TYP. HEAD SHOWN FOR V) & JAN ­II 1 _TYP- —REFERENCE REFERENCE- -AL HEAD II NO SHOWN FOR & JAMBS 1.2X buck min.S.G.k 0.55. 2X BUCK-/.- REFERENCE 2X II II ASTRAGAL II _ BUCK 0 TE N NCRETE ANCHOR NOTES: 1.Concrete anchor locations at the comers may be adjusted to maintain the min. ASTRAGAL edge distance to mortar joints. 14. UJ P-SHOWN FOR 0.6 2.Concrete anchor locations noted as"MAX.ON CENTER*must be adjusted to 0� maintain the min.edge distance to mortarjoints,additional concrete anchors 00 z0 ------ may be required to ensure the"MAX.ON CENTER*dimension are not exceeded. I I I I 0 0 z U II IIII II DATE: ?121112 zo ............. .............. ........................... .................................. scAm- N.T.S. s. Concrete anchor table., ......... ....... ...... owe.ErY. ........... ................................................................................. ..... .......................4....... ......... .................................. JK 1TW .BY. LFS TAPCONO 1/4' 1.1/4' 2' 4" DOUBLE DOOR CHK DOUBLE W/SIDFLITES — BUCK ANCHORING MASONRY-] BUCK ANCHORING DRAVONG NO.; a ELCO 1. OPENING FL-15225.5-68 ro ULTRACON" 1/4' 1-114' 13 P_ SHELL�2DF 6 "D" "E.. Lou� W, "C" "D" A" 6 IN "C„ 3" PAIRS 30 3„ A„ N * $ 6�8 m n 2 7."1 1-I F-h I TYP. .� 6- 3 '''�,���jjj••• p '��� v"�m 3 �—3" 3 P. 1 3" 73" —{6" ,{ "{. '° �� • BUCK � '� •►Jlll•M�cl�sl;�4GJ�0` � 9zN�m>; 0 oZ CNI ENT INSTALLATION wU W/2x BUCKMULLIONell S ION iMULL '°o CL FOR o SHOWN FOR n m a or W/1X BUCK—REFERENCE REFERENCE n INSTALLATION CZ _N A W/2X BUCK INSTALLATION M HEAD A W/2X BUCK INSTALLATION AMBS ' g W 1X BUCK INSTALLATION g /1X BUCK INSTALLATION YP. HEAD & JAMBS CiTYP. HEAD JAMBS Ci T _a SEE n w n z 16 16 DETAIL "4" o I SEEtcj - - Ike a _16 16 'i 16 SEE o I �0 0 12 11. 5 1!i - i6 nI+ DETAIL `�� Tin - SEE - 5 - DETAIL "1". � jln J I ltl 12 1 "6" 12 iii 5 DETAIL "2 In Ia m O H f4 VIEW "C"—"C" SINGLE DOOR W/SIDELITES VIEW "E"—"E" ^VIEW "D"—"D" SINGLE DOOR W/SISI ITE VIEW "B"—"B" SINGLE DOOR VIEW A"—A" SHOWN W/OPTIONAL cowurArm FASTENERS,REM/30 M?.ALL �. SIDELRE TO DOOR JAMB CONNECTIONS) W/2X BUCK �* INSTALLATION1-4D SIDELITE NOTES: ❑1. The sidelite is direct set into thejamb with(12)#8 x2"pfh.wood screws.Thereare(4)ofeach zverticaljamb,from the top downat 13.5;31':48.5'&66".Thereare(2)oftheheaderat4"from B W/1X BUCK the outside.comers-oftheframe.There are(2)at the sill,4"from the outside comers._ INSTALLATION 4In n2.Foroptional sidefite construction with staples,sidefite Is direct set into thejamb with(4)7/6"X ❑ - - - - 1?/,"16 ga.staples along each jamb(6"from ends and equally spaced thereafter). � CONCRE7EANCHORNOTES: 0 --$= --I.-Concrete anchor locations at theicomers may be-adjusted-to maintain-the-minr _-__-=-- _--.. -- :_DETAIL _ DETAIL "2"__ _ Z__ edge distance to mortar joints. --- y q- 2.Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to w iC a maintain the min.edge distance to mortarjoinh,additional concrete anchors W/2X BUCK 2 o a o may be required-to ensure-the'MAX.ON CENTER"dimension are not exceeded. INSTALLATION B 3.Concrete anchor table: /1X BUCK11 e>:r:::tss:::::::x;•:s:•;:;•>'•:•:.::.:::.:.:::.?::::::.'•,.::•.::.•`#'t rii?jlK(((:? . .,..... :::; ..1 ::;..: .. ...... : INSTALl L 12 1 C C ^Z o 2 :AitLCHO:K: AN£.1!..C11..:.................... ;::::t;::::>::t;.....,;....,..,:.1G111C :;; f4�.1Y.::�.i RA,E4C 1 DArE 2121112 TptYtASONRY 7©,tRDJiACENT D o SCALE d 3 ITWDWG.Or. JK M TAPCON® 1/4" 1-1/4" 2" 4" 1 i CHK.GY: LFS 3 JTW DRAWING NO, ® " 1-1/4" 3" 1.1/2" DETAIL "1" DETAIL "4 TAPCON3/16 " FL-15225.5-68 0 —p SHEET 3 OF 6 � IN n$a � �yi "C" 7" PAIRS 30 ai A" = ••'';W% o L.LL I 3" 7 TYP. �y �y =rap n L 43 � �3" `v � `t43--13^ 'F � �6" ��N': * �F••�� om I I I I I I I I I I I I _ SSHEETEE r3 3 II SEE DETAIL 3" INSTALLATION WSTALLAT ON T - -2X BUCK �o SEE DETAIL I�y//2X BUCK A a i��''''''r(*1.����� $0 m z II W/1X BUCK �v _ _ w IIINSTALLATION 9 o J�I w a - - z - /II W/1X BUCK y o w�o Y Em Z A o a ASTRAGAL-'1I MULLION n'P' HEAD N U) = ASTRAGAL)I INSTALLATION d: ^w N 0 _ SHOWN FOR II SHOWN FOR & JAMBS i� SHOWN FOR OP• HEAD & ^o >�. c N �"� m a a REFERENCE II REFERENCE - _ __� - REFERONLY U ENCE 11 JAMBS _ A ur II E - II - SEE 11 - a -� 16 II DETAIL "4" a o - a o a A 76 w II SEE II ¢ _ = 1fi II 16 DETAIL II 16 wa o ^1^ ocn aci 5 II 5 - C,En „��.��. - II - Mme\+ o 09 z2 6-:5 Ln II � _ _ �0 � ao -�— W� N WJ "C" E" A 0 VIEW "C"-"C" DOUBLE DOOR W ID Ir VIEW "E"-"E" < DOUBLE DOOR VIEW A"-A" ' SHOWN W/OPTIONAL CORRUGATED a a FASTENERS.ITEM/30(M.ALL SIOEUTE TO DOOR AUS CONNECTIONS) DO W/2X BUCK 2 m INSTALLATION W/1X BUCK INSTALLATION 12 1 C N W/2X BUCK N Item DESCRIPTION Material Z -R- - A- 10 x-2-112"-PFH WOOD-SCREW- INSTALLATION 3 �' LA � 8 10 X 1-3 4 PFH WOOD SCREW - ---- ------ --- -—STEEL---- -- _-- -_1 -- -- ---- --- 0 - -- -- - ---� STEEL w C 10 X 1 PFH WOOD SCREW STEEL DETAIL "1" W/1X BUCK 11 0 INSTALLATION 1 #10 x 314" LG. PFH W000 SCREW Hine to Frame STEEL � 2 of 10 -x 2" LG. PFH_WOOD_SCREW _ STEEL a c --- --- -- - Z z 3 8 x 2-112" LG.- PFH W000 SCREW - STEEL- - - -- -- - - - _ -_ 4 1 4" x 2-3 4" PFH ELCO OR ITW CONCRETE SCREW STEEL DETAIL "3" - n ATTACH ASTRAGAL THROW BOLT w 2 5 1/4" x 1-314" ITIN PFH CONCRETE SCREW STEEL B STRIKE PLATE TO FRAME o 0 9 1 4'=x 3-3 4' ITW PFH CONCRETE SCREW- STEEL _ _ AS SHOWN. N o 11 3 16' x 3-1 4ITIN PFH CONCRETE SCREW STEEL C z 12 1/4" x 3-114" ITW PFH CONCRETE SCREW STEEL 1 o 13 MASONRY - 3000 PSI MIN. CONCRETE CONFORMING TO ACI DATE-. 2121112 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE scAiE: N.T.S. 0 e 16 114" X 2-7/4" PFH ITW CONCRETE SCREW STEEL 1 Owc.ar: JK m' 20 HEADER JAMB SUGAR PINE SG >= 0.34 WOOD cHw er: LFS 3 21 3 4" THK. PRESSURE TREATED SIDELITE PAD WOOD DETAIL "4" € 3011/2- X 1" X 25 GA. CORRUGATED FASTENER STEEL O 71..12 h $ FL-15225.5-68 a SHEET_�L OF 6 13 -k as pi 13 v_ a xzj gi 4 °gg 96*cm 1X BUCK m idN a r.Y ma`a� E cao � z S= g s.914 9 c1r3� �^ f A 2!" 2X BUCK Q wpf" m ci INTERIOR EXTERIOR INTERIOR EXTERIOR oZ INTERIOR EXTERIORo � 1 HEAD JAMB 2 HEAD JAMB r3 HEAD JAMB $ l sub buck $ ¢oInswin shown To wood frame 2 Inswing shown Inswingshown N D o o 13 0 N 2X BUCK INTERIOR INTERIOR m�m 4 t V A A N w O -p - — - — — — - A.- --- - - - - - �j ' EXTERIOR EXTERIOR a - - --_ _ C-SINK - 'n SHIM S.25"PACE 025 MAX' o 2 SHIM SPACE a o - - i l.lB IN. 1.15'MIN. 0 0 1.25'MIN. EMB. z a EMB.TYP. DATE: 2/21/12 = c sSCALEN.T.S. 30 W OWC.BY.. JK m 4 VERTICAL SIDE JAMB $ VERTICAL SIDE JAMB CHK,13Y: LFS 3 $ To 2x sub buck $ To wood frame Inswing shown Inswing shown CaAvnxc NO, n FL-15225.5-68 c O SHEET $ OF 6 �.�.. !Till 1 ► 8 Vo z INTERIOR EXTERIOR =j INTERIOR EXTERIOR - A��ERIORINTERIOR z ' ED z S O rc`3V Na g 9oLa za ��_ 20 ' d maa� CZ 13 ? 13 21 12 ASO 13 ' 16 . . 16 a O z CQ �G N J Gh VERTICAL CROSS SECTION r2 VERTICAL CROSS SECnON �31 VERTICAL CROSS SECTION � 6 Inswing configuration 6 Outswing configuration 6 w, s �o U D: O p O O a a m V V O INTERIOR EXTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR N z W O UI za 16 zd - --- za - -�- -- 5 13 5 13 0 _ --_. Ej �1 VERTICAL CROSS SECTIONK-5-'\VERTICAL CROSS SEC17ON r61 VERTICAL CROSS SECTION DATe 2121112 ° 6 Inming configuration 6 Outswing configuration 6 Outswing configuration o sate: N.T.S. � 2 DWG.BY. JK m CHK.BY. LFS 3 DRAWING NO.: Ir n FL-15225.5-68 0 SNEEr 6 OF 6 d 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 81,3.659.91 97 Florida Board of Professional Engineers Certificate ofAuthoriration No.9813 Anchor Evaltiation Report Report No.: FL-15225.5-68 Febriiary 6,2015 ff Sub Category Manufacturer Product Name Therma Tru Corporation "Smooth-Star"and"Benchmark by Therma-Tru" Swinging 1181ndustrialDr 6'8 Single&Double Opaque or Glazed Panels w/&w/o Sidelites Exterior Door Assemblies Edgerton,OH 43517 Inswing/Outswing Phone 419.298.1740 Insulated Fiberglass,Door with Wood Frames I Scope: Product Evaluation report issued by R W Building Consultants,Inc.&Lyndon F.Schmidt,P.E.(System ID#1998)for Therma Tru Corporation,based on Rule Chapter No.61G20-3,Method 1A of the State of Florida Product Approval,Dept.of Business&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 anchoring has been developed in compliance with the 5th Edition(2014)Florida Building Code(FBC)structural requirements excluding the"High_Velocity Hurricane Zone". See-the Certification Agency Certificate for sizes,specifications and design pressure ratings. 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material shall be beyond wall dressing,stucco,foam, brick and other wall coverings. 3. Wood screws-shall be installed following.installations instructions of ANSI AF&PA NDS 2012.All other fastener types to be.installed following fastener manufacturer's installation.instructions, 4. Fastener embedment depths,edge distance and center-center distances shall be specified by the fastener manufacture,but in noinstance shall they be less than shown in drawing FL-15225:5-68. 5. Where shims are used;they must be a"rigid/stiff"material that complies with the requirements ofthe FBC. i 6. Positive and negative design pressure requirements for use with drawing FLA5225.5-68 shall be determined by others for specific jobs in accordance with the governing code. 7. Site conditions that deviate from the details of drawing FL-15225.5-68 require further engineering analysis by,a licensed engineer or registered architect. Supporting Documents. i 1. Test Report No. TestStandard Testing:Laboratory Signed by ETC=01-741-10702.0 ASTM E330=02/TAS 202-94 ETC Laboratories Wendell W.Haney,P.E. ETC-01-741-11008.0 ASTM E330-02/TAS 202-94 ETC Laboratories Joseph L.Dolden,P.E. TEL o1460147 ASTM E330-02/E1886-02/E1996-02 Testing Evaluation Lab. Lyndon F.Schmidt,P.E. 2: Drawing No. Prepared by Signed&Sealed by No.FL-15225.5-68 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) Lyndon F.Schmidt,P.E. 4�g�4fl£®flpp6�d N0 43�',0191 =d r -,l A T E j'0 t= •:j1:1J tS>a .r9 b a i m Lyndon F.Schmidt,P.E. FL PE No.43409 Sheet 1 of 1 2/6/2015 "