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Home My WebLink AboutProduct Approval Florida Building Code Online Page 1 of 1 I )f Ii F( (`.•?-C"-irr �_.N BC1S Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications I FBC Staff BCIS Site Map ( Links s Search : Busiries�� Profes_sio User e.h iao ai , � Product B� USER:Public User ij 111t ) Product Aoroi M nvaem{>Product or Application Search>Application List I,I� I Search Criteria V v Refine Search! ;''I!, Code Version 2014 FL# 12769.5 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL - Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model,Number or Name ALL Product Description ALL Approved for use In HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL 11 Other ALL I I Search Results-Applications .E& TYP_S. M.;3.p.LtL4_qtY_rP_r V.d IAS).a;ed BY Status � � FL327 9_R5 Revision]ELD-WEN National Accreditation&Management Institute Approved* �, History FL#:FL12769.5 (804)684-5124 Model:Contours Steel,Wood Edge ! �, Description:Full Lite,Inswing Door,w/Vent Lite,3-0 x 6-8 Category:Exterior Doors Subcategory:Swinging Exterior Door Assemblies *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission If necessary. I' I ! Contact Us::1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Convrlaht 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 mall to thisentity.Instead,contact the office by phone or by traditional mall.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, I 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 hem. Product Approval Accepts: i a ® eGFetk i securit"i_rRics, I I' li i I I I I http://www.floridabuilding.org/pr/P _app_lst.aspx 10/21/2015 Florida Building Code Online Page 1 of 3 1 51 BCIS Home Log Ing User Registration Hot Topics Submit Surcharge State&Facts Publications FBC Staff BCIS Site Map j Links Search i I Busines ` ; �Product Approval )rofessional I K USER:Public User 1111 Regulation 's, ProA,Iirt Approval h'ean>Pfoduct or 6polication Search>bRaLaUa Lisa>Application Detail �x't"I€.` 'g =u: FL# FL12769-RSA a Application Type Revision Code Version 2014 Application Status Approved it *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC ii lilt and/or the Commission if necessary. { Comments i Archived i Product Manufacturer 1ELD-WEN Address/Phone/Email 3737 Lakeport Blvd Klamath Falls,OR 97601 (800)535-3936 fbcl@.field-wen.com i I. Authorized Signature Kaede McLaughlin fbcl@jeld-wen.com Technical Representative ]ELD-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 i Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Usting i Certification Agency National Accreditation&Management Institute Validated By National Accreditation&Management Institute I I Referenced Standard and Year(of Standard) o ar l Year E ASTM E330 2002 ASTM E331 �ry 2000 i TAS 202 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A t s Date Submitted 09/22/2015 j Date Validated 09/22/2015 I, Date Pending FBC Approval J http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgsmFBcODh9X... 10/21/201 Florida 13uilding Code Online Page 2 of 3 Date Approved 09/27/2015 �I) 1. ............._.........._............ -ummary—of P-_roducts�._— _.._.._.._.._...----._ ._.._..._._..._.. ..._..._.._....._..—._.._._......_.....__.--'--..._.....__.__.__..._............_ _.._....._.................................... _•..... Si. FL tF IlModel,Number or Name Description 12769.1 lContours Steel,Wood Edge Full Lite,Inswing Door w/or w/out Sidelites,12'-0"x 6-8" Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL12769 R5 C CAC N1OO9887-R4 Cert':ficate.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 03/31/2020 Design Pressure:+55/-55 Installation Instructions I Other:Product Can Be Installed In The X,OX/XO,OXO,XX,OXX/XXO, FL12769 R5 11 AOO873O SS 2013-09-O8.pdf I I� and OXXO Configurations Per Installation Instructions.Since product Verified By:Hermes F.Norero Florida PE No.73778 does not meet water Infiltration requirement for HVHZ,it must be Created by Independent Third Party:Yes Installed per overhead requirements as identified in Sec.4410.2.3.2 of Evaluation Reports , the Florida RBC. FL12769 R5 AE PER3791.1)df I ((( Created by Independent Third Party:Yes 12769.2 lContours Steel,Wood Edge Full Lite,Inswing Door,w/or w/out Sidelites,12'-0"x 6'-8" I I1 il� I Limits of Use Certification Agency Certificate Approved for use In HVHZ.Yes FL12769 R5 C CAC N1009887-R4 CertiFicate.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date �`.. Impact Resistant:No 03/31/2020 Design Pressure:+66/-66 Installation Instructions Other:Product Can Be Installed In The X,OX/X0,0X0,XX,OXX/XXO, FL12769 R5 II AOO873O SS 2013-09-O8.odf and OXXO Configurations Per Installation Instructions;and Must Be Verified By:Hermes F.Norero Florida PE No.73778 Installed With Surface Bolts.Since product does not meet water Created by Independent Third Party:Yes Infiltration requirement for HVHZ,It must be Installed per overhead Evaluation Reports I requirements as Identified in Sec.4410.2.3.2 of the Florida RBC. FL12769 R5 AE PER3791.pdf ( Created by Independent Third Party:Yes _ 12769.3 Contours Steel,Wood Edge Full Lite,Outswing Door,w/or w/out Sidelites,12'-O"x 6-8" Limits of Use Certification Agency Certificate I' Approved for use In HVHZ:Yes FL12769 R5 C CAC N1OO9887-114 Cert!ficate.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date 4 Impact Resistant:No 03/31/2020 Design Pressure:+55/-55 Installation Instructions Other:Product Can Be Installed In The X,OX/X0,0X0,XX,OXX/XXO, FL12769 R5 II AOO8731 SS 2013-09-08-odf and OXXO Configurations Per Installation Instructions.Since product Verified By:Hermes F.Norero Florida PE No.73778 does not meet water infiltration requirement for HVHZ,it must be Created by Independent Third Party:Yes II Installed per overhead requirements as identified in Sec.4410.2.3.2 of Evaluation Reports the Florida RBC. FL12769 R5 AE PER3792.ndf Created by Independent Third Party:Yes `i. 12769.4 lContours Steel,Wood Edge Full Lite,Outswing Door,w/or w/out Sidelites,12'-0"x 6'-8" ,I Limps of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL12769 R5 C CAC N1OO9887-R4 Certificate.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date i Impact Resistant:No 03/31/2020 Design Pressure:+66/-66 Installation Instructions Other:Product Can Be Installed In The X,OX/XO,OXO,XX,OXX/XXO, FL12769 R5 H AOO8731 SS 2013-09-O8.pdf and OXXO Configurations Per Installation Instructions;and Must Be Verified By:Hermes F.Norero Florida PE No.13778 Installed With Surface Bolts.Since product does not meet water Created by Independent Third Party:Yes infiltration requirement for HVHZ,It must be Installed per overhead Evaluation Reports I, requirements as identified in Sec.4410.2.3.2 of the Florida RBC. FL12769 R5 AE PER3792.pdf I Created by Independent Third Party:Yes I ISI 12769.5 lContours Steel,Wood Edge Full Lite,Inswing Door,w/Vent Lite,3-0 x 6-8 'Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL12769 R5 C CAC NIO11489-R1 Cert;fcate.pcif I+ Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 01/31/2020 Design Pressure:+55/-55 Installation Instructions Other:Product meets water infiltration requirements for HVHZ FL12769 RS 11 AOO9O78 SS 2013-02-28.00f Verified By:Hermes F.Norero Florida PE No.73778 Created by Independent Third Party:Yes Evaluation Reports FL12769 R5 AE PER3793.pdf Created by Independent Third Party:Yes 12769.6 lContours Steel,Wood Edge Full Lite,Outswing Door,w/or w/out Sidelites,9'-0"x 6'-8" Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL1Z769 RS C CAC N1O11 52-RQ Certfflcate.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 12/31/2020. Design Pressure:+50/-50 Installation Instructions ! Other: F112769 RS II AOO8456FL.� Verified By:Hermes F.Norero,P.E.73778 Created by Independent Third Party:Yes Evaluation Reports FL12769 R5 AE PER3833.pdf Created by Independent Third Party:Yes d i I pp Contact Us::1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Floritla.::Privacy Statement::Accessibility Statement::Refund Statement IE Under Florida law,email addresses are public records.If you do not wan[your e-mail address released In response to a public-records request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional mall.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 ! emalls 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. i, j Product Approval Accepts: ,..-' � eClr�ck •:�; I it http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsmFBcODh9X... 10/21/2015 I' TIFICATION NOTICE OF PRODUCT CER CERTIFICATION NO: N1011352-RI ` DATE: 12/10/2012 CERTIFICATION PROGRAM: Structural COMPANY: JELD-WEN CODE: 822-1 rru; REVISION DATE: 09/17/2015 'I To verify that the"Notice of Product Certification"is valid,please visit www.NAMICertification.com to assure that the I product is active and currently listed.This certification represents product conformity to the applicable specification and that certification criteria has been satisfied. A NAMI approved certification label must be applied to the product to claim certification status. Please review and advise NAMI if any corrections are required to this document. COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION JELD-WEN "Contours"Premium Steel Wood Edge 3737 Lakeport Boulevard Full Lite Non-Impact Out-Swing Door Klamath Falls, OR 97601 w/Endura Aluminum Bump Threshold & Ultimate Hurricane Astragal Configuration:OXXO Glazing:Insulating Glass-(Tempered)or Monolithic-(Tempered) Frame: W-2718mm(107.00") H-2064mm(81.25") Panel: W-915mtn(36.00") H-2032mm(80.00") SPECIFICATION PRODUCT RATING TAS 202-94 Design Pressure: +50/-50 psf w/o Surface Bolts Design Pressure: +60/-60 psf d w/Surface Bolts Qualifies Configurations:O/X/OX/XO/OXO/XX/OXX/XXO/OXXO Product Tested By: Certified Testing Laboratories,Inc. Report No: CTLA-697W/NCTL-210-3195-1/W-1535 Expiration Date: December 31,2020 Administrator's Signature: NATIONAL ACCREDITATION AND MANAGEMENT INSTITUTE, INC. 4794 George Washington Memorial Highway Hayes,VA 23072 Tel: (804) 684-5124/Fax: (804) 684-5122 JELD-WEN DOOR TABLE 1 INSTALLATION DETAILS DESIGN PRES&REB6TING SIZE:— QUALIFIES.PRODUCT MEETS THE WATER REQUIREMENTS FOR"HWH�Z6NESD MAX DTH 36 E CONTOURS PREMIUM STEEL WOOD EDGE 6-8 TALL SYSTEMS: FULL LITE NON-IMPACT n�)?��HOXXO)(X)(OX)(XO)(OXO) ... . ...... ...........L UP TO 9'-0"X 6'-S" WITH SURFACE BOLTS.- 1 WITH-OUT SURFACE BOLTS:_.___ OUTSWINGGENERAL NOTES SINGLE ACTIVE W1 OR W/O SIDELITES +60 -60 +50 -50 OXO) DATE;INCLUDING HVHZ AND HAS BEEN EVALUATED IN ACCORDANCE WITH THE FOLLOWING:TAS 202-94. SIDELITES N/A +50 -50 1.THIS PRODUCT IS DESIGNED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE(FBC)BASE ON THE SIGNED AND SEALED DOUBLE IDEL (XX.OXX,XXO.OXXO) 2.IX 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 MATE RIAL QTY FROM EDGE OF UNIT FRAME.ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. I NON-COMPRESSION SHIM(0.25-MAX.THK.) WOOD I AS REO. 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 I AS REQ. IMPORTANT INSTALLATION INSTRUCTIONS,REFER TO JELD-WEN DOCUMENT#JI1106(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/RESOURCES//NSTALLATION&FINISHING/ 4 #10 WOOD INSTALLATION SCREW W1 1 1/2"MIN.EMBEDMENT STEEL AS REQ. 5 3/16"ITW TAPCON ANCHOR W11 1/4"MIN.EMBEDMENT STEEL AS REQ. FLORIDA APPROVED SHUTTERS ARE NEEDED WHEN IMPACT PROTECTION IS REQUIRED. 6 99 X 2 1/2"PHILLIPS FLATHEAD WOOD SCREW STEEL 20R4 6.FOR DESIGN PRESSURE RATINGS,SEE TABLE 1.SHEET 1. 15 112"MAX. 107"MAX.FRAME 7 #8 X 2 1/2"PHILLIPS FLATHEAD WOOD SCREW STEEL AS REQ, SIDELITE FRAME TYP.- 8 PHILLIPS FLATHEAD WOOD SCREW STEEL 22 OR 44 7.THIS PRODUCT MEETS THE WATER REQUIREMENTS —1-3/4'MULL BAR TYP. 9 1"O.A.I NON-IMPACT FRAME GLAZED BY ODL Polypropylene 1-4 FOR HIGH VELOCITY HURRICANE ZONE(HVHZ).SEE DESIGN D.L.O. 74 1/2'MAX.FRAME PRESSURE CHART BELOW. SHT.#2 10 KWIKSET LOCK SERIES 400 OR EQUIVALENT STEEL 1— 11 KWIKSET DEADBOLT SERIES 700 OR EQUIVALENT STEEL 1 B.SIDELITES ARE AN OPTION AND CAN BE USED IN SINGLE OR 12 SINGLE r.I_A7r NON-IMPACT FRAME GLAZED BY 01 Polypropylene 1-4 DOUBLE CONFIGURATION. 9. FULL LITE APPROVAL COVERS USE OF FRACTIONAL GLAZING, 7:w 0 0: INCLUDING OVALS,SUNBURST AND ROUND-TOPS.ALSO INCLUDED E;LLI 0 ARE INTERNAL AND EXTERNAL GRID,BLINDS BETWEEN GLASS, -.2 0 2 11 A S EXTERNAL WROUGHT IRON AND DECO.ALSO,SIDELITES ARE N 2 V cc OPTION AND CAN BE USED IN A SINGLE OR DOUBLE CONFIGURATION.§ 0 tf 0 U) 10.ALL FASTENERS IN WOOD SHALL �0 BE COUNTERSUNK 3/16"DEEP. EXAMPLE: 3/16" 0 w U) U- I lu- 0 U A 1" :6-L-CINE z FIXED ACTIVE J� 116-1, nig 2 UT 9-0 X 6-8 ELEVATION TYIP.NON-IMPACT DOUBLE DOOR W1 FULL 1-2 SIDELITES(O,XX,O) LITE SEE SHT.#2 1-70 1/4"MAX.FRAME] 'b 37 3/4"MAX.O.A. FRAME TYP. 37 314"MAX.FRIE::,l >< 314' 74 112"MAX.FRAME-1 o p P BAR 2 LU 0 S2 F- �i E C5 U) W 7 TP. W z 2 a w Z el < ow z T / L 0 0� Z C� LU LJ w ACTIVE ACTIVE 2E r FIXED FIXED t3 z t L -5 F.No-t" 0 FULL LITE FULL LITE 5 4 X 6-8 ELEvAnoN 6-0 X 6-8 ELEVATION -w 3-0 X 6-8 ELEVATION TRIPLE(O,X,O) DOUBLE(XX) 0 SINGLE(X)&(0) 7 DAm 11/18/2012 ............................................. ......... NONE SHEET INDEX .......... ....... .........--- 411 G.LUBBECKE 1 GENERAL NOTES, .......1 • S.SAFFELL B.O.M.&ELEVATIO S Qkp ........... OUTSWING BOX MULLIM—DPre"n e8 ..........__ .............................. E�IIS ............. Digitally signed by Hermes F Norero,P.E.PE 'P.E:" 3 1 OUTSWING VERTICAL AND HORIZONTAL SECTIONS IN WOOD 4 UN MASONRY/CONCRETE- 8 Reason:I am approving this document 39 DA EWA- C�STE.338 5 1 SURFACE BOLT SECTIONS IN WOOD AND MASONRY/CONCRETE DAN '6L:IAU?*, L 33004 A008496FL ...........1 OUTS NGA CHOR!NG DETAIL$ Date:-2012.-12.0313:52:47-05'00' - 6 ...................... ..................................... 3PEC T.OF ALITH.NO.29578 'S�EET oF ------- 4 1 1"MIN.. 4 1 2 1 1/2" INTERIOR MIN I"MIN. 1"MIN l"MIN. EXTERIOR EMB. ,` EMB. SEE NOTE#10 -(D ON SHEET 1 11 112"MIN. .......... SHIM SHIM EXTERIOR EXTERIOR MAX. 1/8" MAX. EXTERIOR 1"MIN _j INTERIOR 1"MIN SEE NOTE 910—j/ INTERIOR SEE NOTE#10 '�7 ON SHEET 1 ON SHEET 1 INTERIOR OUTSWING OPERATING UNIT VERTICAL CROSS SECTION OUTSWING OPERATING UNIT OUTSWING FIXED UNIT ENDURA FOB4566A SILL 1 1/2"MIN VERTICAL CROSS SECTION VERTICAL CROSS SECTION EMBED HEAD JAMS HEADJAMB 1'MINO 1 4 1 "MIN 1 1/2"MI 114"MAX. Gc] OUTSWING FIXED UNIT EMBED N-'i HIM HINGE DETAIL THOUGH MULL: VERTICAL CROSS SECTION SEE NOTE#10HINGE DETAIL THOUGH BUCK: TOP HINGE=6 SCREWS(ITEM#8),2 SCREWS(ITEM#6) SILICONE AT SILL ON SHEET I TOP 6 SCREWS(ITEM#B),2 SCREWS(ITEM#6) CENTER HINGE=8 SCREWS(ITEM#8) MINCENTER=8 SCREWS(ITEM#8)I BOTTOM HINGE=8 SCREWS(ITEM#8) I �2D VX BOTTOM=8 SCREWS(ITEM#8) 6 3 0 8 0 H3 cp INTERIOR 0 2X 4X 0 0 w 6 I'MIN. i 11 12X 1 10 E .................. EXTERIOR FIXED UNIT HORIZONTAL CROSS SECTION cp w #10 1 . OUTSWING SHOWN SEE NOTE ON SHEET 1 x 0 7 Q2 ( I) NOTES: w N ti z 2X\ EXTERIOR �FOR PLACEMENT OF ITW TAPCON ANCHORS IN 2X BUCK OR O IX BUCK CONCRETEIMASONRY OPENINGS,SEE SHEET 4 w r 00 F-- 3 =0 �OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW SECTION V) no 2: 3: OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT AND .< EDGE DISTANCE ARE ACHIEVED. w1 MIN<j] [E>l"MIN. �ITEM#6,(#9 X 2 10)TWO SCREWS TO BE INSTALLED IN TOP HINGE AT JOB SITE,CLOSESTTO WEATHERSTRIP. z INTERIOR A E AT SILL,PLACE ANCHOR IN SILL BA!ffiJ44,111566y FOR z —aiF�!!P!t i if i \ l� 11l ---- MAXIMUM SUPPORT. 1"MIN. 1"MIN. SEE NOTE#I()--- ,R78—* 11/18/2012 ON SHEET 1 NONE 1/4 MAX. 1/4"MAX. SHIM c., LC SHIM MTI (�F z: mc, G.LUBBECKE 1 1/2"MIN I 1!2"MIN. S 51 LL EMBED. EMBED. ow. S.SAFFELL 17 'Ly'Lv 8 OUTSWING LATCH JAMB AT FRAME OUTSWING HINGE JAMB AT FRAME 398 DXMh �l �4.STE.33E"0 0�..:9L HORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTION DANUtPAUN"AL 33004 A008496FL IE CERT.OFAUTIHI.NO.29578 36 OUTSWING OPERATING UNIT OUTSWING OPERATING UNIT VERTICAL CROSS SECTION VERTICAL CROSS SECTION HEAD JAMB W/SURFACE BOLT HEAD JAMB W/SURFACE BOLT IN CONCRETE/MASONRY IN WOOD 1 1 --� 1"MIN. 1"MIN.- O 1 1 O 1"MIN.--I -�-1"MIN. i' 4 MIN. 1"MIN. -• � 5 1"MIN. -I-!`! 1 1/2"MIN. "-1"MIN. �� EMBED / A ^ 114" EMB. /:'' �- /,O 114" i �� ._ MAX. MAX. -r..----- S IM �� SI�IM I !_..._............... fT� SEE NOTE#10]"tIOR _ CONCRETE/-SEENOTE#10� SURFACE BOLT STRIKE ON SHEEMASONRY ON SHEET 1PLATE(BY IVES) BY OTHERSTYPICAL SURFACE BOLT STRIKEPLATE(BYIVES)SURFACE BOLT SPACER(BY IVES)SURFACE BOLT(BY IVES)1SURFACE BOLT(BY IVES) IY4-20 SEX BOLT W/Y4-20FEMALE END x 1.75"LONG Y4-20 SEX BOLT W/Y4-20 ERIOR FEMALE END x 1.75"LONG INTERIOR EXTERIOR •q O -0 n rn SURFACE BOLT SPACER(BY IVES)J o -�' N N • 0 O m u c SURFACE BOLT(BY IVES)-`_ Z M c x _ E o Y4-20_ _ `- FEMALE END x 1.75"LONGIVES w X-20 SEX BOLT W/ SURFACE BOLT (BY IVES)� i��- Ys20 SEX BOLT W/Y4-20 SURFACE BOLT SPACER(BY IVES) FEMALE END x 1.75"LONG x x SURFACE BOLT SPACER(BY IVES) o+ w z ct o �_ } 2 4 O7 �� 2 5 - ui z ��•—SURFACE BOLT STRIKEi•�SURFACE BOLT STRIKE OCC a PLATE(BY IVES) PLATE(BY IVES) w W w 8 } w U� 1 1/2" 1"MIN.I----------1EDGE DIST. 1 1/41"MIN. " �r _ 1"MIN. a C) w O MIN. MIN. 1"MIN. EDGE DIST. w J 3 EMB. OUTSWING OPERATING UNIT EMS. OUTSWING OPERATING UNIT ```�T1111I�1177j7' n VERTICAL CROSS SECTION G z o SILL W/SURFACE BOLT VERTICAL CROSS SECTION � i io O LL IN WOOD SILL W1 SURFACE BOLT �' P a IN CONCRETE/MASONRY NOTES .. fJo/f�:3 7�/* rarE:2/20/2012 OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW SECTION NONE OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. T/�T F ti G.LUBBECKE ' 'PNi,BY: �AT SILL,PLACE ANCHOR IN SILL BASE MATERIAL FOR % E�f3R1l IQ CnK.Er:S.SAFFELL MAXIMUM SUPPORT. 'F ��Q,,P.1f., 8 398 DSTE.33 DANItBAON, L 33004 A008496FL ---------- - FBPE CERT.OF AUTH.N0.29578 s"=FT 5 6 i. NOTE: SHIM FOR SUPPORT AT OR NEAR 37 3/4"MAX. 3" EACH ANCHOR IS REQUIRED O.A.FRAME 6"TYP. 107"MAX.O.A.FRAME 1 89/1 ci —�p j �3-�TYP�-j v ((�Ar' 3"TYP. D6 D6 3"TYP.- ----------------- x (AC ACTIVE O(FIX ED).1, X E) IF 02 T A6 B6 A6 0 3" ;U�l —6 w SLABI SLAB ILL X x DETAIL A6, (10)ANCHOR LOCATIONS AT MULL x —11 <n F o co co 66 E6 E6 0 -bUTSWING 3-0 X 6-8 OUTS"ING 9-0 X 6-8 ................. (52)ANCHOR LOCATIONS (20)ANCHOR LOCATIONS ( (FROM EDGE OF FRAME) FROM EDGE OF FRAME) rn 70 1/4"MAX FRAME x It x '' S —74 1/2"MAX FRAME ca 6 14 9/16" 14 CL ia % ....... ....- T P. `�7 c: ......... 3"TYP.— 3"TY P. x < 6"TYR 6"TYP.— F- z m 20- 4 m 3- 3" j- 4.......... ..... ... ...... D D6 3 co 0 m 0 0 -4 Z 6"— A6 I A6 DETAIL B6 0 1 136 (12)ANCHOR LOCATIONS AT ASTRAGAL li PANELICENTERSLAB I SLAB LL Lu LL Lu 0 J 7t E6 Z6 U)k� 0 m z In I I IT 5-4 X 6-8 OUTSWING F . -1 0, (39)ANCHOR LOCATIONS 6-0 OUTSWING I: (FROM EDGE OF FRAME) (32)ANCHOR LOCATIONS 2-#8 X 3"PFH 2-#8 X 3'PFH SCREW (FROM EDGE OF FRAME) 7 .:11/18/2012 NONE SCREW (. ............. I-BoT-rom ASTRAGAL w:G.LUBBECKE V-111111-111-i�7 STRIKE PLATE I-TOP ASTRAGAL ...................................................... ."p:E: CIIKV:S.SAFFELL ............ STRIKE PLATE 398 DANMIA dIVIB E 338 DETAIL D6-D6 DETAIL E6-E6 DANIA tmiql 33004 A008496FL FBPE CERT.OF AUTH.NO.29578 —U 6 v 6