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HomeMy WebLinkAboutProduct Approval Florida Building Code Online Page 1 of 2 �z try/ BCIS Home ( Log In ; User Registration Hot Topics i Submit Surcharge I Stats&Facts { Publications FBC Staff j BCIS Site Map { Links Search �i0r1`�C'(1er.� Businesa Professi ���' l ?roduct Approval USER:Public User Regulation Product ApprovaIM nU>Product or Application Search>Application Lis[>Application Detail • , - FL# FL 6106 Application Type Code Version 2010 Application Status proved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived 3... Product Manufacturer JELD-WEN Address/Phone/Email 3737 Lakeport Blvd Klamath Falls,OR 97601 (800)535-3936 fbcl@jeld-wen.com Authorized Signature Janet Gerard fbcl@jeld-wen.com Technical Representative JELD-WEN Corporate Customer Service Address/Phone/Email 3737 Lakeport Blvd. Klamath Falls,OR 97601 (800)535-3936 customerserviceagents@jeld-wen.com Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior or Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation&Management Institute Validated By National Accreditation&Management Institute, Referenced Standard and Year(of Standard) Standard Year TAS-202 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 12/10/2012 Date Validated 12/17/2012 Date Pending FBC Approval http://www.floridabuilding.org/pr/P _app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXh100... 6/20/2015 Florida Building Code Online Page 2 of 2 Date Approved 12/20/2012 Summary of Products FL# Model,Number or Name Description 16106.1 Contours Premium Steel Wood 9'-0"x 6-8",OXXO,Glazed,Out-swing Double Door Edge Door with/without sidelites Limits of Use Certification Agency Certificate Approved fore in es FL.16106 RO C CAC N1011.352.Ddf Approved for us tside H Z:Yes Quality Assurance Contract Expiration Date Impact Res- nt:No 12/31/2016 Design Pr sure:+50/-50 Installation Instructions Other:Pro uct meets r infiltration requirements.See FL16106 RO fI A0084 FL SS.Ddf installation 'Cor Higher DP rating with Surface Bolts. Verified By: National Accreditation&Management Institute Application good for single door w/wo sidelites and double Created by Independent Third Party: door,with/withou sidelites Evaluation Reports FL16106 RO AE PER2238 SS.Ddf FL16106 RO AE PER2241 SS.Ddf Created by Independent Third Party: Yes Back Next Contact Us::1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Coovrioht 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 here. Product Approval Accepts: r.,.>d. ® eChaY curit http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEV XQwtDgvyf4ngAXh 100... 6/20/2015 7ELD-WEN DOOR TABLE 1 DESIGN PRESSURE RATING: INSTALLATION DETAILS SIZE: QUALIFIES:PRODUCT MEETS THE WATER REQUIREMENTS FOR*HVHZ'ZONESE> CONTOURS PREMIUM STEEL WOOD EDGE MAX.PANEL WIDTH=36' 6-8 TALL SYSTEMS: FULL LITE NON-IMPACT (XX)(XXoI(OXXO)(x)(ox)(XO)(oxo) UP TO 9'-0"X 6'-S" WITH SURFACE BOLTS: WITH-OUT SURFACE BOLTS: OUTSWING GENERAL NOTES SINGLE ACTIVE W/OR W/O SIDELITES +60/-60 +50 -50 1.THIS PRODUCT IS DESIGNED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE(FBC)BASE ON THE SIGNED AND SEALED (X,OX,XO,OXO) DATE; INCLUDING HVHZ AND HAS BEEN EVALUATED IN ACCORDANCE WITH THE FOLLOWING:TAS 202-94. DOUBLE W/OR W/O SIDELITES N/A (XX.oxx,XXO,OXxO) +50 -so 2.1X AND 2X WOOD BUCKS BY OTHERS AND MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE.BUCK MATERIAL MUST HAVE A SPECIFIC GRAVITY OF 0.55 OR GREATER. COMPONENT LIST 3.PRODUCT ANCHOR TYPES AND SPACING ARE SHOWN ON SHEET 6. DIMENSIONS SHOWN FOR ANCHOR SPACING ARE ALWAYS ITEM DESCRIPTION MATERIAL QTY. FROM EDGE OF UNIT FRAME.ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 1 NON-COMPRESSION SHIM(0.25°MAX.THK.) WOOD AS REQ. 4.THIS DOCUMENT SUPERCEDES OTHER ANCHOR INSTALLATION INSTRUCTIONS FOR NON-IMPACT RATED DOORS. FOR OTHER 2 2x WOOD SUB BUCK(S.G.MUST BE 0.55 OR GREATER) WOOD AS REQ. IMPORTANT INSTALLATION INSTRUCTIONS,REFER TO JELD-WEN DOCUMENT#JII106(INSTALLATION INSTRUCTIONS FOR 3 1x WOOD SUB BUCK(S.G.MUST BE 0.55 OR GREATER) WOOD AS REQ. PRE-HUNG ENTRY DOORS)FOUND ON THE JELD-WEN WEBSITE:JELD-WEN.COM/LEARN/RESOURCES4NSTALLATION&FINISHING/. 4 #10 WOOD INSTALLATION SCREW W/1 1/2"MIN.EMBEDMENT STEEL AS REQ. 5 3/16"ITW TAPCON ANCHOR W/1 1/4"MIN.EMBEDMENT STEEL AS REQ. FLORIDA APPROVED SHUTTERS ARE NEEDED WHEN IMPACT PROTECTION IS REQUIRED. 6 #9 X 2 1/2"PHILLIPS FLATHEAD WOOD SCREW STEEL 2 OR 4 6.FOR DESIGN PRESSURE RATINGS,SEE TABLE 1,SHEET 1. 15 1/2"MAX. 107"MAX.FRAME 7 #8 X 2 1/2"PHILLIPS FLATHEAD WOOD SCREW STEEL AS REQ. SIDELITE FRAME TYPD.L.O. I. 3/4"MULL BAR TYP. 8 #9 X 3/4"PHILLIPS FLATHEAD WOOD SCREW STEEL 22 OR 44 7.THIS PRODUCT MEETS THE WATER REQUIREMENTS 74 112"MAX.FRAME-1 9 1'O.A.IG NON-IMPACT FRAME GLAZED BY ODL Polypropylene 1-4 FOR HIGH VELOCITY HURRICANE ZONE(HVHZ).SEE DESIGN SHT#2 10 KWIKSET LOCK SERIES 400 OR EQUIVALENT STEEL 1 PRESSURE CHART BELOW. _ . 11 KWIKSET DEADBOLT SERIES 700 OR EQUIVALENT STEEL 1 8.SIDELITES ARE AN OPTION AND CAN BE USED IN SINGLE OR } 12 SINGLE GLAZE NON-IMPACT FRAME GLAZED BY ODL Polypropylene 1-4 DOUBLE CONFIGURATION. _ Q 9. FULL LITE APPROVAL COVERS USE OF FRACTIONAL GLAZING, _ / \ INCLUDING OVALS, SUNBURST AND ROUND-TOPS.ALSO INCLUDED m w O • M o n rn ARE INTERNAL AND EXTERNAL GRID,BLINDS BETWEEN GLASS, O� LL O > EXTERNAL WROUGHT IRON AND DECO.ALSO,SIDELITES ARE AN z u e p m N rry OPTION AND CAN BE USED IN A SINGLE OR DOUBLE CONFIGURATION.N • ooa°Do � 10.ALL FASTENERS IN WOOD SHALL j O a LLJ BE COUNTERSUNK 3/16°DEEP. EXAMPLE: 3/16"� N O N i / O r f FlXED ACTIVE INACTIVE FIXE p ^ E p n C 9-0 X 6-8 ELEVATION TYP.NON-IMPACT DOUBLE DOOR W/FULL 1-2 SIDELITES(O,XX,O) LITE SEE SHT.#2 0,w u 70 1/4"MAX.FRAME 6 37 3/4"MAX.O.A. 0 37 3/4"MAX.FRA E'er{ x z LFj 3/4"MULL I�-74 1/2"MAX.FRAME a, o I I 'i`BAR TYP. I O' � Lu N a a a A z w � �a G 3 a0 0 �w IP e e a �z Z2 u o o LU a N R Z q AT Ln z z 00n g ACTIVE FIXED FIXED ACTIVE FIXED ACTIVE INACTIVE ``,`\��S F ///' C FUkt ME FULL LITE 5 4 X 6-8 ELEVATION 6-0 X 6-8 ELEVATION `� � o O 5 X 6-8 ELE ION TRIPLE(O,X,O) DOUBLE(XX) 5�4. N.QO SINGLE(X & one 11/18/2012 * 7 _...*_ s :NONE SHEETINDIX mw.e: SHEET# DESCRIPTION G.LUBBECKET T 1 GENERAL NOTES B.O.M.&ELEVATIONS 2 OUTSWING BOX MULLING DETAILS DI Ita�� $I ned b Hermes F Norero P.E. �•-:S.SAFFELL 3 OUTSWING VERTICAL AND HORIZONTAL SECTIONS IN WOOD g g f ��j •/j" .'. B 4 OUTSWING VERT.AND HORIZ.SECTIONS IN MASONRY CONCRETE Reason:l am approving this document 398 DA P�L11•�t,D�STE.338 �� �• S SURFACE BOLT SECTIONS IN WOOD AND MASONRY CONO2ETE DANK] /dEAuml� 33004 A008496FL 6 OUTSWING ANCHORING DETAILS Date:2012.12.03 13:52:47-05'00' FBPE CERT.OF AUTH.NO.29578 SHFEi 1 of 6 PRESSURE TREATED WOOD APPLY DAP ALEX PLUS SILICONE MULLION BAR(.75"x 4.5625") 6-#8 X 2 1/2" OR EQUIV.BETWEEN PFH SCREW AT JAMBS BEFORE MULLING EACH MULLION TYP. A2 �1 FIXED ACTIVE B2 B2 B2 B2 ci d m c� M Om O^ N N 0 c Ow If6t ODL LIP-LITE NON-IMPACT ODL LIP-LITE NON-IMPACT 9 ` 1-2 X 6-8 SHOWN 3-0 X 6-8 SHOWN x q o 1/8"MIN. 1/8"MIN. TEMPERED TEMPERED 3/8"MIN. GLASS GLASS INTERIOR GLASS BITE m 9 SIDE 10 z 1"O.A.MAX. x O - O W O O 1 3/4' 12 w N Z 1I8°MIN. w F "AIRSPACE TEMPERED GLASS C 318"MIN.GLASS THICKNESS G Q 13/8" BITE ¢a wf DETAIL B2 a o a ODL NON-IMPACT GLAZING DETAIL �2 z MAX.D.L.O.3-0 X 6-8:21YB'X 63YB" MAX.D.L.O.1-2 X 6-8:6"X 63y" iii £ BOX SIDELITE MULL o LL .` MAX.4 UNITS A2 ��� p'� EXAMPLE:O,XX,O / *E 11/18/2012 —:NONE mvc.er:G.LUBBECKE DETAIL A2I HiQ ac er:S.SAFFELL (6)FASTENER LOCATIONS AT 'F A P E:' 'ie ""`""' DOUBLE-BACK MULL ATTACHMENT 398 DA4U� DVAI+ STE'338 DANIACFI� L 33004 A008496FL WITH WOOD MULLION BAR FBPE CERT.OF AUTH.NO.29578 ;me 2 - 6 1"MIN. --�� 1aMIN. 4 1 1"MIN. 1"MIN. 4 1 2 2 2 1 a 4 1 1/2"MIN. 1 1/2"MIN. INTERIOR EMB. EMB. EXTERIOR 1 1 SEE NOTE#10 2 ON SHEET 1 1 1/2"MIN. 1/4" 1/4" EMBED. MAX, 118" MAX. SHIM SHIM 1 4 4 SEE NOTE#10 INTERIOR EXTERIOR SEE NOTE#10 INTERIOR EXTERIOR 1"MIN i EXTERIOR ON SHEET 1 ON SHEET 1 1"MIN INTERIOR OUTSWING OPERATING UNIT L OUTSWING OPERATING UNIT OUTSWING FIXED UNIT VERTICAL CROSS SECTION ENDURA F064566A SILL 1 1MIN VERTICAL CROSS SECTION VERTICAL CROSS SECTION EMBED. HEADJAMS HEADJAMB I —{ 1"MIN 2 1 4 1 2 1"MIN 1 1/2"MIN. 1/4"MAX. HINGE DETAIL THOUGH MULL: OUTSWING FIXED UNIT EMBED. SHIM SEE NOTE 10 TOP HINGE=6 SCREWS(ITEM#8),2 SCREWS(ITEM 96) VERTICAL CROSS SECTION ONS SHEET#1HINGE DETAIL THOUGH BUCK: CENTER HINGE=8 SCREWS(ITEM#8) SILICONE AT SILL TOP=6 SCREWS(ITEM#8),2 SCREWS(ITEM#6) CENTER=8 SCREWS(ITEM#8) BOTTOM HINGE=8 SCREWS(ITEM#8) 8 7'M111N M .. I BOTTOM=8 SCREWS(ITEM#8) X 6 3 I _ 8 o fnrnrie INTERIOR �O X 6 3 4X 2X + n o N w II'MIN. 8 2X ► 3 2 v 4X / c m n Eo m EXTERIOR FIXED UNIT N HORIZONTAL CROSS SECTION f m o OUTSWING SHOWN / SEE NOTE 910 'D 6 ON SHEET 1 c w w W4 D' n ¢¢~ 7 2 1 1 2 NOTES: w iv Z 2X EXTERIOR FOR PLACEMENT OF ITW TAPCON ANCHORS IN 2X BUCK OR 3 O 1X BUCK CONCRETE/MASONRY OPENINGS,SEE SHEET 4 w �OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW SECTION �' O OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT AND = C 4 3 EDGE DISTANCE ARE ACHIEVED. 70 3 2�1"MIN. Q"MIN � TWO SCEWS TO BE INSTALLED HINGE ITEM�AT OB SITE'CLOSEST O WEATHERSTRIP. IN TOP z Y INTERIOR SILL B`f®A� ANCHOR IN j#lgq�AOR L MAXIMUM SUPPORT. Z o ffi 1"MIN. 1"MIN. �``` �L 1�Q'i'i a g u SEE NOTE#1 Z L % oah 11/18/2012 4 1 ON SHEET 1 7 114"MAX. * ; * = wA-:NONE I 1/4"MAX' SHIMLl 1 112"MIN. IIFF SHIM 1 1/2"MIN. T T 'w` a�•a G.LUBSECKE EMBED. EMBED. Q m.- S.SAFFELL �pA'P.'E: aawwcno.: OUTSWING LATCH JAMB AT FRAME OUTSWING HINGE JAMB AT FRAME 398 D 4S�i8Ii H 1fF�.STE.3 Awm8 : FL HORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTION DANT I AUL 33004 FBPE CERT.OF AUTH.NO.29578 5H� 3 of 6 CONCRETE/ 1'MIN. 1"MIN. 1'MIN. 1'MIN. 1°MIN. 1'MIN. MASONRY SEE NOTE 1 BY OTHERS TYP. ON SHEETT 1 1 1 1 1 1°MIN. 1°MIN. � INTERIOR MINN.. 1"MIN. 1 114' Q 1 1/4' 1'MIN. \1 EMB. MIN. 1'MIN. MIN. 5 INTERIOR EXTERIOR EXTERIOR EMBED Q t 5 EMBED 1 IT.—� 1/4"MIN. 5 9 d 5 a EMBED $ 3 / / ad e a 2 T 2 o a a o CONCRETE/ 3 MASONRY T_ CONCRETEI a 1 114'MIN ° d a n BY OTHERS MASONRY ERS -F' I EMBED 1/4° BY TYPICAL 1'MIN 1°MIN 1'MIN 1'MIN ' INTERIOR 114• 1/4' SHIM EXTERIOR MAX. EXTERIOR MAX. OUTSWING OPERATING UNIT OUTSWING FIXED UNIT SHIM SHIM EXTERIOR VERTICAL CROSS SECTION VERTICAL CROSS SECTION SEE NOTE: SEE NOTE#10 ENDURA FOB4566A SILL SILICONE AT SILL OUTS WING OPERATING UNIT INTERIOR ON SHEET 1 INTERIOR ON SHEET 1 VERTICAL CROSS SECTION SEE NOTE#10 OPTIONAL 1X BUCK ON SHEET 1 OUTSWING OPERATING UNIT OUTSWING FIXED UNIT 1 1/4"MIN. VERTICAL CROSS SECTION VERTICAL CROSS SECTION EMBED. HEAD JAMB HEAD JAMB 1/4"MAX. SHIM EXTERIOR ' n HINGE DETAIL: TOP HINGE=6 SCREWS(ITEM#8),2 SCREWS(ITEM#6) CONCRETE/MASONRY 3 ' CENTER HINGE=8 SCREWS(ITEM#8) BY OTHERS t°MIN c BOTTOM HINGE=8 SCREWS(ITEM#8) VI.TERIOR "MIN. 8 O \ x O j e v o 0, m i 8 1'MIN. 5f O a°Jo 6 MIN. 2X 1°MIN. a I 1"MINA e S Y m w 1 �SEEiN.TE#lo - O FIXED UNIT ON SHEET 1 / R M m c X HORIZONTAL CROSS SECTION m E CL OUTSWING SHOWN 2 6 2X / 1'MIN. ASEEITE ` M#10$ / 1"MIN. / cON SHEET 1 7)2X 1/SHIM X µ G O EXTERIOR / / 1 114"MIN. MIN.EMB O 1 EMBED OUTSWING OPERATING UNIT n ¢ o I HORIZONTAL CROSS SECTION w N z OPTIONAL 1X BUCK 3 :-. 0 1°MIN. a 1-MIN. ° $ 2 w Z Lu 0 1'MIN. 1'MIN. I 1°MIN. E> INTERIOR c 1 lZ MIN. Q 1' c ¢z wce c� 1'MIN. } o SEE NOTE#10 a O �Z 1'MIN. SEE NOTE#10 5 1' IN. ON SHEET 1 ? Z j 1"MIN. ON SHEET 1 '-' � , \\\uuu►r/,� o � � z I 1/4'MAX. 1'MIN. J� 5 SHIM % 114'MAX. I 1 1/4"MIN. 1.MIN. `�� ' U LL 1 M MIN. I SHIM --I EMBED. EMBED. FFF^^^ a I wre:11/18/2012 OUTSWING HINGE JAMB AT FRAME OUTSWING LATCH JAMB AT FRAME n I 1/4°MAX . ... ~ HORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTION Itt"'^-- SHIM * 1 * = �:NONE NOTES: 4 = T T = o� w:G.LUBBECKE OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM CONCRETE/MASONRY ' IN. EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. BY EMBED �� d Qy cHx.-;S.SAFFELL OPTIONAL MASONRY/CONCRETE INSTALL 8w 2DITEM#6.(#9 X 2 1/2')TWO SCREWS TO BE INSTALLED IN TOP HINGE AT JOB SITE,CLOSEST TO WEATHERSTRIP. CROSS SECTION O HEAD JAMB TE SIDE JAMB 98 Ddgl/�HEA6Ii 1ff).STE.33 A008496FL [DAT SILL,PLACE ANCHOR IN SILL BASE MATERIAL FOR MAXIMUM SUPPORT. DANI16PAVIM L 33004 FBPE CERT.OF AUTH.NO.29578— 4 OF 6 LHEADJAMB ERATING UNIT OUTSWING OPERATING UNIT OSS SECTION VERTICAL CROSS SECTION SURFACE BOLT HEAD JAMB W/SURFACE BOLT ElMASONRY IN WOOD E> 1 1/4" '{ 1"MIN.--1"MIN. 1"MIN. 1"MIN. 4 MIN. I 1"MIN. 5 1 1/2"MIN. 1"MIN. 7 EMBED --1"MIN. 7 EMB. < 1l4" 2 1/4" 2 MAX. 1 MAX. 1 S TIM I slim SEE NOTE#10 CONCRETE/ SEE NOTE#10 SURFACE BOLT STRIKE ON SHEET 1 MASONRY ON SHEET 1 PLATE(BY IVES) BY OTHERS TYPICAL SURFACE BOLT STRIKE PLATE(BY IVES) SURFACE BOLT SPACER(BY IVES) SURFACE BOLT(BY IVES) SURFACE BOLT(BY IVES) Y4-20 SEX BOLT W/Y-20 FEMALE END x 1,75"LONG EXTERIOR Y4-20 SEX BOLT W/Y4-20 EXTERIOR INTERIOR FEMALE END x 1.75"LONG INTERIOR M SURFACE BOLT SPACER(BY IVES) O m S. Q m N N p O W CX W O SURFACE BOLT(BY IVES) 1z, $ n E o n Y4-20 SEX BOLT W/)/4-20 M a LL FEMALE END x 1.75"LONG SURFACE BOLT(BY IVES) Y4-20 SEX BOLT W/Y4-20 m w SURFACE BOLT SPACER(BY IVES) FEMALE END x 1.75'LONG b X � SURFACE BOLT SPACER(BY IVES) o y z� 2 4 7 2 5 w N �O SURFACE BOLT STRIKE SURFACE BOLT STRIKE :. C PLATE(BY IVES) PLATE(BY IVES) w lz Lu C �a oz mo II 1�Ni"MINLu ." 1°MIN. ce EDGE DIST. MINo 1"MINF^ 1'MIN. a z u 0 GE DIST. M EMB. OUTSWING OPERATING UNIT EMB. 3 VERTICAL CROSS SECTION OUTSWING OPERATING UNIT SILL W/SURFACE BOLT VERTICAL CROSS SECTION IN WOOD SILL W/SURFACE BOLT IN CONCRETE/MASONRY I�� NOTES: 7 mm 2/20/2012 OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW SECTION swe:NONE OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. ')3 T T nvu er:G.LUBBECKE �AT SILL,PLACE ANCHOR IN SILL BASE MATERIAL FORQ� mx•w:S.SAFFELL on4wu c m: MAXIMUM SUPPORT. p.•��•�P.'�. �'/8 398 DI�R BLX��1 �(�1f�.STE'33 DANILtliAEAtl14�FL 33004 A008496FL FBPE CERT.OF AUTH.NO.29578 smn 5 OF 6 NOTE: SHIM FOR SUPPORT AT OR NEAR 37 3/4"MAX. 8" i 2 3 4 5 EACH ANCHOR IS REQUIRED 6"TMP O.A.FRAME � n s" 3° F 1 3• / 107"MAX.O.A.FRAME 1 89/1 co I �3°TMP. D6 D6 3"TYP.-I is TVP. 1 x - _ z T (FIXED) X(ACTIVE) co 2 3 Z I Iif PA6 g6 A6 0 q 5 W ? i FF'B"� �I� SLAB SLAB I s°9 DETAIL A6 X I X IQ V IL ( 0)ANCHOR LOCATIONS AT MULL co3" E6 E6 3"C) �q 5 r6' I 9-0 X 6-8 OUTSWING OUTSWING (52)ANCHOR LOCATIONS ;D (20)ANCHOR LOCATIONS (FROM EDGE OF FRAME) (FROM EDGE OF FRAM 1p o N 70 1/4"MAX FRAME X X 14 9/16" 14 9/16" 74 1/2"MAX FR ao3"TMP. P.�{ w6"TYF�. 1 6"TYP. g o e�V L �U � 3" 3" � q S Mau. p D D6 M O II .I I I s• s" µ� z I I �E 1 DETAIL B6 26 A6 F- X J O p I B6 (12)ANCHOR LOCATIONS 9 . 1 w AT ASTRAGAL .71 14 PANELVCENIIER 4 5 I SLAB I f SLAB w ~ z LLw 0 /� /� I I /� 3 0 a z fO a I I z z m ap a E6 t6 z 54 X 6-8 OUTSWINGa 4 5 `` �� z (39)ANCHOR LOCATIONS 6-0 X 6-8 OUTSWING (FROM EDGE OF FRAME) (32)ANCHOR LOCATIONS {P 2-#8 X 3"PFH �' 7f ate:11/18/2012 2-#8 X 3"PFH SCREW (FROM EDGE OF FRAME) * ; * suMNONE SCREW 1-BOTTOM ASTRAGAL = ro T T STRIKE PLATE 7J tV G.LUBBECKE S.SAFFELL 1-TOP ASTRAGAL p:E: STRIKE PLATE 398 DANA V TE.338 oaawi"c"a: DETAIL D6-D6 DETAIL E6-E6 DANIA�VA 33004 A008496FL FBPE CERT.OF AUTH.NO.29578 SNIT 6 - 6 Florida Building Code Online Page 1 of 3 i I L • r + - �. . y BCIS Home t Log In i User Registration Hot Topics I Submit Surcharge Stats @ Facts ! Publications FBC Staff i BCLS Site Map Links Search j Busines 4;t Approval Professi aI *Product USER:Public User Regulation Product Approval Menu>Product or Application Search>Application List>Applica,tion Detail • FL# gv;.d'p Application Type e Code Version Application Status *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 Corporatl Address/Phone/Email 118 Industrial Drive Edgerton,'iOH 43517 (419)298;71740 rickw@rwbldgconsulta ts.com Authorized Signature Vivian Wright rickw@rwbldgconsulta ts.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors I Subcategory Swinging Exterio or Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation i Management Institute Validated By Ryan I King,P.E. Sj Validation Checklist-Hardcopy Received Referenced Standard and Year(of Standard) Standard Year 101/I.S.2 1997 ASTM E1686 2002 ASTM E1996 2002 ASTM E330 2002 TAS 201,.202,203 I 1994 i Equivalence of Product Standards .Certified By I Product Approval Method Method 1 iOption A Date Submitted 07/06/2012 Date Validated 07/08/2012 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=vGEVXQwd)gv3yV VKJZ 1 Q... 6/20/2015 Florida Building Code Online Page 2 of 3 I I = i I - Date Pending FBC Approval Date Approved 08/14/2012 Date Revised 02/09/2015 Summary of Products FL# Model,Number or Name :Description) 15225.1 a."Classic-Craft"and"Benchmark :6/8 and 8/0 Opaque and Glazed Fiberglass Door with and by Therma-Tru" without Sidelites.Inswing and Outswing Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL15225 RI C CAC 15225.1 NAMI certs.Ddf Approved r u HVHZ:Yes Quality Assurance Contract Expiration Date Impact Rets nt:No 12/31/20151 Design Pre re:N/A 'Installation Instructions Other:See IN -68(6'8 Door Products),INST FLIS225 Ri II INST 15225.1-68.pdf 15225.1-80(8'0 Door Products)and INST 15225-68M(6'8 FLIS225 Rt II INST 15225.1-80.Ddf Door Products Direct to Masonry)for installation FL15225 R2 11 INST 15225-68M.Pdf instructions.(Note-Glazing Shall comply with ASTM E1300- : Verified By:ILyndon F.Schmidt,P.E.43409 04) Created by Independent Third Party:Yes Evaluation Reports FL15225 R1 'AE EVAL 15225.1-80.odf FLIS225 Ri AE EVAL 15225-1-68.odf FL15225 R1 AE EVAL 15225-68M.pdf Created by Independent Third Party:Yes i 15225.2b."Construction Series"and 6/8 Opaque Steel Door with and without Sidelites.Inswing "Benchmark by Therma-Tru" and Outswing Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL15225 Ri C CAC 15225.2 NAMI certs.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2015 Design Pressure:N/A Installation Instructions Other:See INST 15225.2-68(6'8 Door Products)and INST FL15225 Ri II INST 15225.2-68.odf 15225-68M(6'8 Door Products Direct to Masonry)for FL15225 RI 11 INST 15225-68M.Pdf installation instructions.(Note-Glazing Shall comply with Verified By:ILyndon F.Schmidt,P.E.43409 ASTM E1300-04) Created by Independent Third Party:Yes Evaluation Reports FL15225 Ri 6E EVAL 15225.2-68.0f FL15225 Ri AE EVAL 15225-68M.Ddf Created by Independent Third Party:Yes i 15225.3 c."Fiber-Classic"and"Benchmark 6/8 and 8/0 Opaque and Glazed Fiberglass Door with and by Therma Tru" without Sidelites.Inswing and Outswing Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FE15225 Ri C CAC 15225.3 NAMI certs.Ddf Approved for use outside HVHZ:Yes Quality Ass'prance Contract Expiration Date Impact Resistant:No 12/31/2015; Design Pressure:N/A Installation Instructions Other:See INST 15225.3-68(6'8 Door Products),INST FL15225 RS II INST 15225.3-68.pdF 15225.3-80(8'0 Door.Products)and INST 15225-68M(6'8 FL15225 R1 II INST 15225.3-80.0f Door Products Direct to Masonry)for installation FLIS225 Ri 11 INST 15225-68M,Pdf instructions.(Note-Glazing Shall comply with ASTM E1300- Verified By:ILyndon F.Schmidt,P.E.43409 04) Created by Independent Third Party:Yes Evaluation Reports FL15225 Ri AE EVAL 15225.3-68.0f FL15225 R] AE EVAL 15225.3-80.odf FL15225 Ri 'AE EVAL 15225-68M.Ddf Created by Independent Third Party:Yes i 15225.4 d. "Premium Series"and 6/8 and 8/0 Opaque and Glazed Steel Door with and without "Benchmark by Therma-Tru" Sidelites.Inswing and Outswing Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL15225 Ri C CAC 15225.4 NAMI certs.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2015 Design Pressure:N/A Installation Instructions Other:See INST 15225.4-68(6'8 Door Products),INST FLIS225 R1 II INST 15225.4-68.pdf 15225.4-80(8'0 Door Products)and INST 15225-68M(6'8 FL15225 Ri 11 INST 15225.4-80.Ddf Door Products Direct to Masonry)for installation FL15225 Ri II INST 15225-68M.odf Instructions.(Note-Glazing Shall comply with ASTM E1300- Verified By:I Lyndon F.Schmidt,P.E.43409 04) Created by Independent Third Party:Yes Evaluation Reports FL15225 Ri AE EVAL 15225.4-68.0f FLIS225 R1 AE EVAL 15225:4-80.0 FLIS225 Ri'AE EVAL 15225-68M.Ddf Created by Independent Third Party:Yes i 15225.5 e."Smooth-Star"and"Benchmark 6/8 and 8/0 Opaque and Glazed Fiberglass Door with and by Therma-Tru" without Sidelites.Inswing and Outswing hq://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yV VKJZ 1 Q... 6/20/2015 Florida Building Code Online Page 3 of 3 I Limits of UseCertificatiol Agency Certificate Approved for use in HVHZ:No FL15225 Ri C CAC 15225.5 NAMI ce ts.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date `► Impact Resistant:No 12/31/20151 Design Pressure:N/A Installation Instructions Other:See INST 15225.5-68(6'8 Door Products),INST FL15225 Ri II INST 15225.5-68.Ddf 15225.5-80(8'0 Door Products)and INST 15225-68M(6'8 FL15225 R3 II'INST 15225.5-80.Ddf Door Products Direct to Masonry)for installation FL15225 R1 1I INST 15225-68M.odf instructions.(Note-Glazing Shall comply with ASTM E1300- Verified By:jLyndon F.Schmidt,P.E.43409 04) Created by Independent Third Party:Yes Evaluation Reports FL15225 R1 AE Its 15225.5-68.Ddf FL15225 Ri AE EVAL 15225.5-80.odf FL15225 R1 AE EVAL 15225-68M.Ddf Created by Independent Third Party:Yes 15225.6 f."Premium Series","Construction 6/8 and 8/0 Opaque and Glazed Steel Door with Transoms. Series"and"Benchmark by With and wi i out Sidelites.Inswing and Outswing Therma-Tru"with Transoms Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL15225 Ri C CAC 15225.6 NAMI certs Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 12/31/2015 Design Pressure:N/A Installation Instructions Other:See INST 15225.6-68(6'8 Door Products)and FL15225 Ri II INST 15225.6-68.0 15225.6-80(8'0 Door Products)for installation instructions. FL15225 RI 11 INST 15225.6-80.Ddf (Note-Glazing Shall comply with ASTM E1300-04) Verified By:j Lyndon F.Schmidt,P.E.43409 Created by Independent Third Party:Yes Evaluation Reports FL15225 RS AE EVAL 15225.6-68.pdf FL15225 Ri AE EVAL 15225.6-80.odf Created by Independent Third Party:Yes I I I Back Next Contact Us::1940 North Monroe Street Tallahassee Fl.3231I99 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida.::PrivacvtStatement::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 heel, Product Approval Accepts: go ® RE M securi mi-rxrc:s• I i h4://viww.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZ 1 Q... 6/20/2015 ® _ N —105.50"MAX.OVERALL FRAME WIDTH OVERALL WIDIRTHERMAITRU r n S $ 55 5 5 N$ 51 THERMA TRU DOORS 118 IN DUaTRIAL OR.,Eooenwm,OH 43617 1� K� FA MFA "Classic-Craft"and "Benchmark b Therma-Tru" 4 4 Y Q ij jl 5 _ `y 1 1 I I 1 1 1 1 1 1 i jl 1 a 2 6'8"SINGLE AND DOUBLE OPAQUE OR GLAZED PANELS 5' � 4 I. i� W/&W/OUTSIDELITES i' i i' 'i 'i i� ii i' -- -- -- INSWING/OUTS WING------ ------� 1�S, 12_y �, ,� ------ l 1.41All —. ------- INSULATED FIBERGLASS DOOR WiTN WOOD FRAMES i 2 3 4 5 6 1 3 4 S 6 z General Notes DOUBLE W/SIDEUTES OXXO SINGLE W/SIDELITES 0X0 p 1. This product anchoring drawing has been developed in compliance with the 2010 Florida MAX DESIGN PRESSURE MAX DESIGN PRESSURE a Building Code(FBC)excluding the"High Velocity Hurricone1one".See the Certification +47.0 -47.0 +47.0 -47.0 Agency Certificate for saes,specifications and ratings. 6 2. Product anchoro shall be as fisted and spaced as shown on details.Anchor embedment �_ 74.50"MAXOVERALL WIDTH . 53M� to base material shall be beyond wall dressing,slucco,foam,brick and other wall 37.57'MAX. OVERALL WIQTH -"-" D coverings. - OVERALL 2 3 1 2 3 n 2 WIDTH 5 5 5 S 5 5 J I Wood screws shall be installed following installation instructions of ANSI!AF&PA NDS 2005. All other fastener types to be installed following fastener manufacturer's instagation instructions. �i. a 'S=r 'S- a o R r; a; =7; •; ' Fr�l 1 r JJ 4. Fastener embedment depths,edge distances and center-center distances shall be as I, 11 y ,1 o;H. ,1 1; I I 1, ,1 1, ,1 1, �y. w� 5 11 i1 i, ii 5 SII '1 4 (LG specified by the fastener manufacturer but in no instance shall they be less than shown in >c� this drawing. O.H. ®1�-{j i Aj 5. Where shims are used,they must be a"rigid!stiff material that complies with the I 1 1 1 I I 11 1 1 1 1 I 1 requi(6ment$.afIhe 2010 F$C. 6. Positive and negative design pressure requirements for use with This drawing shall be determined by others for specific jobs in accordance with the governing code. 4 5 6.. s 7. Site conditions not covered by this drawing are subject to further engineering analysis. o 8 6 s 6 6 6 s 8 6 e S SINGLE X DOUBLE xX SINGLE W/SiDEUTE OX i MAX DESIGN PRESSURE MAX DESIGN PRESSURE MAX DESIGN PRESSURE z TABLE OF CONTENTS u SNEEt! OESCRIPITOR +77.0 -77.0 +47.0 -47.0 +47.0 -47.0 z' 21 12 " I MIR elevations.design assures d.general rotes N 7.S. 2 Buckanchofing OBD:On JK 3 Frame one Orin cm er. LFS i LOC 4 FrgrlOOn ng W 0 mato q K HARDWAREMFO SERIES Sulo ; re S HOftnfd&verlicatc(oss dons KW7KSETSIGNATVREJERIFSLAtON PI.-15225.1-68 0 b Vert cc= Sect K}YUCSETSiGNAtURF.SFRIE3700 DEAMOLT ro q %= OF� k �w 4• 4" 4 � ~ •`'••'4�i•.'. i'•'•' 4" I I�w -`•+�4-i; 4 4 I' `MULLION II I I I `-MULLION I I*\-MULLION I I 6 MASONRY 11 SHOWN FOR II MULLION MASONRY7 4 I I SHOWN FOR MASONRY 4 I I SHOWN FOR OPENING TYP. I I REFERENCE II SHOWN FOR I I OPENING Typ I I REFERENCE OPENING TYp I I REFERENCE HEADII REFERENCE I I HEAD I I HEAD I I & JAMBS 11 I I & JAMBS & JAMBS 1 I 9 0' 8 Le 2X BUCK SEE NOTE 111 II I I SEE NOTE 1 SEE NOTE 1 d $ v �I II II 2X BUCK II 2X BUCK II II ¢ $ I'I I II II II �I ASTRAGAL I I I I I I MULLION I I I I SHOWN FOR I I rn I I m 11 SHOWN FOR I I 0'z I I II REFERENCE I I °d Zo REFERENCE I I 06 o II �� II II r;�• II II o z DOUBLE W/SIDELITES SINGLE W/SIDELITE SINGLE W/SIDELITES m ' BUCK ANCHORING BUCK ANCHORING BUCK ANCHORING In n o o +•: .—! NOTES: :`+.. 1. 1/4"Elco Concrete screws anchoring 2x buck require a G II `t minimum I"clearance to masonry edges,a 1-1/4"minimum 4 II embedment and a minimum 4"clearance to adjacent 4 z MASONRY I� concrete screws.Substitution of equal concrete screws from a MASONRY o OPENING TYP• HEAD I different suppUermay have dlferentedge distance and OPENING TYP. HEAD & JAMBS ASTRAGAL & JAMBS SEE NOTE 1 II SHOWN FOR centerdisfancerequirements.Concrete of the SEE NOTE 1It II REFERENCE comers,at mullion locations,and at astragal locations may be 2X BUCK B adjusted to maintain the minimum edge distance to mortar d joints.if concrete screw locations noted as"MAX.ON CENiER` u Lei must be adjusted to maintain the minimum edge distance to 2X BUCK ;n _ mortorjoints,additional concrete screws may be required to Ui z II d r, ensure the maximum on center dimension is not exceeded. F Q rnZ � � II `�Q 2.2X buck min.S.G.a 0.55. o a Z o u g 2121112 °z %i• scum N.T.S. ° JK C33 DOUBLE DOOR SINGLE DOOR CHK BY. LFS a n BUCK ANCHORING BUCK ANCHORING o AAM NO, FL-15225.1-68 0 SHEET_2_OF 6 d - N "D" E" M 2�� "C" "D" A" n J 0 IN "13" A" � �{ �3' PAIRS 30 3" ro N o "C" 63"+i-i H^i h-3" 3 TYP. 1 TYP. 3"—I 63" 6" 6"�� y 3 $� N a 'n0 i 0 I I I I I I I 1 - �1" _ � I �Q„ � IIIr O�i7 I III — -T Pi Rx•� 1 I g i' A w/2X BUCK T E (� III MULLION lig d ;n ¢� MULLION INSTALLATION j� SHOWN FOR a;; - Z W n = = p c� - SHOWN FOR - ° W/iX BUCK- 9 o REFERENCE W 4 REFERENCE ^ 9 INSTALLATION m d a a / N n N y g f A W/2X BUCK INSTALLATION M TYP. HEAD & A W 2X BUCK INSTALLATION GSS o JAMBS Q 0 - U - u — — o = = o o — 9 /1X BUCK INSTALLATION o c� SEE NOTE t 3 9 W/1X BUCK INSTALLATION d z `t Z TYP. HEAD & JAMBS Z TYP. HEAD &JAMBS SEE NOTE 1 0 - SEE NOTE 1—-- - - - - - - - -- - ---- --- --- --- - o -- -- - -- —- - --- — - — ---.SEE.-NOTE-I-- - �- ---— ----- SEE NOTE 1 . - - - �-- ------- -r -- SEE n SEE NOTE 1 to i6 16 16 DETAIL "4" o f vi = = w a i 6 1 g ri SEE o f cD DETAIL "1". o\ z Ili oil - 12 + DETAIL N l u SEE - 12 5 nil SEE u "6" 12 ile 5 DETAIL '2' I it NOTE 7 "C" "D„ "E" '' "C" "D„ A" "B" A" �I VIEW "C"-"C" SINGLE DOOR WISIDELITES VIEW 7'-"E" VIEW "D"-"D" SINGLE DOOR W/SIDFLITE - SINGLE DOOR - a sxowH w/oFnowk rwRRuaArEO I I I I m p\ FASIENM mar pD".ALL SIDEUT M DOOR JAMB COWEMMS) t NOTES: W/2X B INSTALLATION 1. 1/4"iTW concrete screws anchoring frame and/or sill require a minimum 2-1/2"clearance to Z mason esa 1-1/4"minimum embedment and a minimum 3"clearance to adjacent masonry ed ,g / g W/1X BUCK 11 0 concrete screws. Substitution of equal concrete screws from a different supplier may have INSTALLATION In different edge distance and center distance requirements. Concrete screw locations of the SEE NOTE 2 0 �J o comers,and at mullion locations,may be adjusted to maintain the minimum edge distance to mortorJotnts.If concrete screw locations noted as MAX.ON CENTER"must be adjusted to maintain the minimum edge distance to mortar)olnts,additional concrete screws may be required to ensure the maximum on center dimension is not exceeded. DETAIL "6" DETAIL "2" i g2. 3/16"iTW concrete screws anchoring frame and/or sill require a minimum 2-5/8"clearance to masonryedges,a i-114"minimum embedment and a minimum 2-1/4"clearance to adjacent W/2X BUCK 2 concrete screws unless otherwise noted by concrete screw manufacturer. INSTALLATION B o z W 1X BUCK o^ 3. The s(delite is direct set into the Jamb with(12)tt8 x 7'pfi.wood screws-There are(4)of each / 12 C z D vertical jamb,from the top down at 13.5",31",48.5"&66".There are(2)at the header of 4"from INSTALLATION 1 1 C DATE: 2/21/12 °z_ cg the outside comers of the frame.There are(2)at the sill,4"from the outside comers. SEE NOTE 1 scum N.T.S. 9 3 Mr.BrI JK m 4• For optional sideline construction with staples,sidefite is direct set into the Jamb with(4)7/rs"X i 1 CHr Ey LFS g 1-%"16 ga,staples along each Jamb(6"from ends and equallyspoced thereafter). DPAWM Ho: DETAIL "1" DETAIL "4" FL-15225.1-68 c SHEET 3 of_§ JZ lo M�� 6" PAIRS 30 _ 3 "� d (� M 3" 3" ♦ -"I f 3" TM`* I 4'3' N -1--• _ I I --LL I SEE NOTE 3II W/2X BUCK I "' £ �' SHEET 3 SEE DETAIL "3" A SEE DETAIL 1 g m e P. II INSTALLATION ¢ o "3" II W/2X BUCK A A• a '� II y W/1X BUCK v _ _ �IINSTALLATION _ " of f�I INSTALLATION w a z z_ W/1 X BUCK y o p g 9 ' 8 LL ASTRAGAL-��I MULLION n'P' HEAD N vi = ASTRAGAL I INSTALLATION t Z a '°a SIB a _ SHOWN FOR II SHOWN FOR EEJAMBS ANOTE 1 MBS N SHOWN FOR ENCE1 HEAD & ^p o REFERENCE II REFERENCE SHEET 3 = - —1 - REFERONLY SEENOTE 1 II II II SEE NOTE 1 SEE " SHEET 3 - DETAIL "4" - SEE NOTE f SEE NOTE 1- - - - --- 16 - -4-16 --- -II - 16.- --- - - -- - ------------ W- SHEET 3.- II SHEEP 3-- SEE ---- q 5 II 16 wa = -=-�o�--- --.-- - ----16-- ---II-----16-- ---DET'IL- - o -�— --------- ----. - - o c> 12 II 5 - w n 5 II 5 rs SEE T1 I� o p II 12 SHEET3 I - •. —� - II �Lj g U L .. jV� . _� "C" "E" v A" pi qy 0 VIEW "C"-" DOUBLE DOOR W SIDELITES VIEW "E'-"E" DOUBLE DOOR VIEW A"-'A" o !g SHOWN W/OPROA4L CORRUGMED a a FASTENERS.HEI/IJO(IYP.ALL SID=TO D02Yt JAMB CONNECRONSI } d, m W/2X BUCK 2 INSTALLATION Item DESCRIP77ON Material W/1X BUCK A 10 x 2-1 2 PFH WOOD SCREW STEEL INSTALLATION 12 1 . C B 10 X 1-314- PFH WOOD SCREW STEEL SEE NOTE 1 W/2X BUCK z C 10 X 7 PFH WOOD SCREW STEEL 1 10 x 314',; LG. PFH WOOD SCREW Hine to Frame STEEL SHEEP 3 INSTALLATION 3 0 2 10 x 2LG. PFH WOOD SCREW STEEL 1 W/1X BUCK 11 U 3 8 x 2-112' I.G. PFH WOOD SCREW STEEL DETAIL "1INSTALLATION 4 f 4 x 2-314* PFH ELCO CONCRETE'SCREW STEEL SEE NOTE 2 5f 4 x 1-314, ITW PFH CONCRETE SCREW STEEL SHEET 3 9 1 4 x 3-3Z4- ITW PFH CONCRETE SCREW STEELz 11 3116" x 3-114- ITW PFH CONCRETE SCREW STEEL DETAIL "3" z ATTACH ASTRAGAL THROW BOLT 12 1/4" x 3-1/4" 17W PFH CONCRETE SCREW STEEL B MASONRY - 3,192 PSI MIN. CONCRETE CONFORMING 70 ACI STRIKE PLATE W FRAME ¢ AS SHOWN. o 0 13 3.01 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 1 C o 0 76 1/4" X 2-1 4" PFH ITW CONCRETE SCREW STEEL z 20 HEADER JAMB 4.656" X 1.25 THERMA-TRU SUGAR PINE SG >= 0.34 WOOD DAF: 2121112 s 21 344- THK. PRESSURE TREATED SIDELITE PAD WOOD sr.,s. N.T.S. 4 � 30 1/2- X 1 X 25 GA. CORRUGATED FASTENER STEEL 1 M.W. JK ra DETAIL "4" CHK BY, LFS 3 ORAWro Na: FL-15225.1-68 0 sHEEr or N 2-1/2"MIN.FROM 2-1/2"MIN.FROM N 'J3 MASONRY EDGE MASONRY EDGE n (TYP.) ITYP.) 1"MIN.FROM 1"MIN.FROM MASONRY EDGE MASONRY EDGE 13 a >2A2'61 A ps IX BUCKm z z ;ES (j � w�2 Sm y"u 'aa l $ -P vi a 9 �:EA ro g HZON 2X BUCK aH d INTERIOR EXTERIOR I'2� o A -- - 6;jAD INTERIOR- IXTERIORINTERIOR EXTERIOR JAMBHEAD JAMB 3 HEAD JAMBsub-buck 5 To wood frame 5 To 21 sub-buckng shown Inswing shown Inswingshown a 13 ) K 2X BUCK x J INTERIOR INTERIOR in 0, q m 0 A m3 A o p ' `. .. EXTERIOR EXTERIOR W Z 7--*. _0.15'MIN. 0o mo!.." C-SINK �9 m� MSPACE SHMS0.25"PACE w 8 EMB. 1.15"MIN. a _1.25'MIN. EMB. o EMB.TYP. o n s aM'2 21 12 i -9 4 VERTICAL SIDE JAMB 5 VERTICAL SIDE JAMB SCAM N.T.s. 9 To 2su show k S To wood frame owc ar, o ng Inswing shown JK m' CHK en LFS 3 FL-15225.1-68 0 qPW 5 or E J gmg A INTERIOR EXTERIOR o ' Ng >1 h-as ,` a INTERIOR EXTERIOR EXTERIOR INTERIORl raj' a mpg {' Z^ g $=b z z - 20 8� tq'a li 13 13 21 12 �� 13 ° 16 16 2-VTMIN.FROM 2-1/7'MIN.FitOtvl 2-I%2'`MIN.FROM 2-1/2"MIN.FROM a 79/T MIN:FROM2 1/T MIN.FROM MASONRY EDGE MASONRY EDGE +r MASONRY EDGE MASONRY EDGE. MASONRY EDGE MASONRY EDGE. (TYP.) (TYP.) (TYP.) (TYP.) P.) (TYP.) Of r1—'\VERTICAL CROSS SECTION VERTICAL CROSS SECTION 3 RTICAL CROSS SECTION 6 Inswing configuration 6 Oulswing configuration 6 O N rn m N INTERIOR EXTERIOR EXTERIOR INTERIOR EXTE+-- IOR r 16 z 2IN.FROM2-1/7'MIN.FROM 2-1/2"MIN.FROM 2-1/2"MIN.FROM 2-1/2"MIN.FROM w_ RY EDGEMASONRYEDGE MASONRY EDGE �-MASONRY EDGE-MASONRYEDGE.-.- (TYP.) (TYP.) (TYP.) (TYP.) ( .) (TYP.) o o e ."1 s Z u 4 VERTICAL CROSS SECTION �1 VERTICAL CROSS SECTION ©VERTICAL CROSS SECTION w,E 2/21/12 : 6 Inswing configuration 6 Oulswtng configuration 6 j Outs-wing ing configuration SCAM, G om or JK m auc an LFS onanra W. a FL-15225.1-68 n Sty B of 6