The URL can be used to link to this page

Home My WebLink AboutProduct Approval Exterior DoorsBCIS Home l Log In ( User Registration ( Hot Topics ; Submit Surcharge t Stats & Facts {'FdlJ1ic dons { Contact Us i BCIS Site Map f Links Search Honda JAN 12 2022 P ' Product Approval I USER: Public User fit. LuoloCounty W"-" Parmltting Product Approval Menu > Product or Application Search > Application List > Application Detail FC # FL15212-R10 Application Type Revision Code Version 2020. Application Status Approved Comments Archived Q Product Manufacturer Raynor Garage Doors Address/Phone/Email 1101 East River Road Dixon, IL 61021 (815)285-7286 garyw@raynor.com Authorized Signature Gary Wedekind garyw@raynor.com Technical Representative Rodney Frey Address/Phone/Email 1101 E. River Rd. Dixon, IL 61021 (815)288-1431 rfrey@raynor.com Quality Assurance Representative Mike Bariether Address/Phone/Email 1101 East River, Road Dixon, IL 61021 (815) 285-7312 mbariether@raynor.com Category Exterior Doors Subcategory Sectional Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Scott A. Brown Evaluation Report Florida License PE-65940 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 04/13/2023 Validated By John E. Scates, PE 0 Validation Checklist - Hardcopy Received Certificate of Independence FL15212 R10 COI Raynor Letter of Indp S Brown.pdf Referenced Standard and Year (of Standard) Standard Year ANSI/DASMA 108 2017 ANSI/DASMA 115 2017 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By i I Sections from the Code it Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 10/15/2021 10/16/2021 10/21/2021 12/15/2021 Go.to Page " f; Page 'FL # ,Model, Number�or, Name` e Description 15212.1 AlumaView (AV200), StyleView • 1-15/16" thick aluminum rail and style door with full view - glass. Limits of Use i Installation Instructions Approved for use in HVHZ: No FL15212 R10 II P-2409- B.pdf Approved for use outside HVHZ: Yes Verified By: Scott A. Brown 65940 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +43.0/-48.0 Evaluation Reports Other: Max. door size = 14'-2" wide x 20'-0" high for FL15212 R10 AE Product Evaluation 37-B s.pdf Alumaview and 14' -2" wide x 10'-0" high for StyleView. Created by Independent Third Party: Yes 15212 2 • k3„ Alumaview; 200)', StyleView i fi tx:' v.:' 1 15/16 thick aluminum rail and style door with full view . glass:' r; W u }- ..' Installation,Instructions �^�, Approved for use"in HVHZ ,[Vo '� -.FL15212°°R10III "r-P-3327 B.pd"f Approved for use,outside HVHZ Yes ` Verified By Stott,A. Brown 65940 a, �Impa`ct�Resistant Yes r' a x Created by Independent ThlydParty aDesign.Pressure .,+43.0/-48 0 " ,Yes Evaluation Reports' Other Max door, size 34' 2' wide x 20 0.'±high for. FLl'5212 R10 AE Product Evaluation 37 B s pdf Al'maviewaand 14 2 wide.x 10 0 %high for StyleView Created by Independent Third=P,arty Yes ., # 15212.3 BuildMark l I 2" thick steel pan residential and light commercial sectional garage door, 26 ga. Limits of Use. Installation Instructions Approved for use in HVHZ: No FLIS212 R10 II P-3318-D.pdf Approved for use outside HVHZ: Yes l Verified By: Scott A. Brown 65940 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +39.3/-43.8 I Evaluation Reports Other: Max. door, size = 16' wide x 16' hilgh FLIS212 R10 AE Product Evaluation 37-B s.pdf Created by Independent Third Party: Yes i 15212 4 BuildMark ;, 2' thick steel pan residential and light commercial sectional garage doort26 ga. fa"- Limits of Use Installation Instructions Approved`for use,m HVHZ No�x FL15212R10�Ih P-3317 ''Approved for use'outside;HVHZ Yes Verified By.; Scott`A Brown 65940 R z+ N 3Fnpact,Resistant: Yes ;' Created by •Independent Third Party Yes; Design Pressure.,+37 4/ 41 7 Evaluation Reports "` w Other Max tloor size 18."0 wide-x 16 0 high y FL15212 R10-•AE Product Evaluation 37 B s pdfw , Created by:Independent Third `Party Yes I 15212.5 BuildMark, TradeMark 2" thick steel pan residential and light commercial sectional garage door, BuildMark 26 ga., TradeMark 24 ga. Limits of Use II Installation Instructions Approved for use in HVHZ: No FL15212 R10 II P-2357-B.pdf Approved for use outside HVHZ: Yes i Verified By: Scott A. Brown 65940 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +16.0/-17.7 ' Evaluation Reports Other: Max door size = 16'-0" x 16'-0.. i FLIS212 R10 AE Product Evaluation 37-B s.pdf Created by Independent Third Party: Yes 15212 6 BwldMark, TradeMark a 2 thick steel pan residential and light commercial sectional garage tloor BuildMark 26 ga , TradeMa 24 ga r �., _ Limits of Used 'Installation Instructions Approved_fo}r use m HVH2 No FL152-12 R10 IIN P 2300 B p�f,y1< Approved for use.outside HVHZ: Yes Impact Resistant: No Design Pressure: +18.5/-20.9 Other:, Max. door size = 9'-0:' x 16' - 0". Verified By: Scott A. Brown 65940 - Created by Independent Third Party: Yes . Evaluation, Reports FL15212 R10 AE Product Evaluation 37-B s.pdf Created by Independent Third Party: Yes 15212.7 BuildMark, TradeMark 2" thick steel pan residential and light commercial sectional garage door, BuildMark 26 ga., TradeMark 24 ga. Limits of Use Installation Instructions Approved for use in HVHZ: No FL15212 R10 II P-2358-B.pdf Approved for use outside HVHZ: Yes Verified By: Scott A. Brown 65940 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +18.0/-22.7 Evaluation Reports Other: Max. door size = 16"-0' wide x 16' - 0" high FL15212 R10 AE Product Evaluation 37-B s.pdf Created by Independent Third Party: Yes 15212.8• BuildMark,TradeMark 2 thick steel pan residential and light commercial sectional garage door,.BwldMark 26 ga., TradeMark 24 ga._' Limits of Use Installation Instructions , Approved for use in HVHZ: No - FL15212 R16 II' P-3322-C.pdf , Approved.for use outside HVHZ: Yes Verified By: Scott A. Brown 65940 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure; +41.6/-47.1" Evaluation Reports. . Other: Max. door size = 9' wide x 16' high 1`1_15212 R10 AE Product Evaluation 37-B s.pdf Created by Independent Third Party: Yes. 15212.9 BuildMark, TradeMark 2" thick steel pan residential and light commercial sectional garage door, BuildMark 26 ga., TradeMark 24 ga. Limits of Use Installation Instructions Approved for use in HVHZ: No FL15212 R10 II P-3361-B.pdf Approved for use outside HVHZ: Yes Verified By: Scott A. Brown 65940 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +47.3/-47.3 Evaluation Reports Other: Max door size = 16' wide x 8' high FL15212 R10 AE Product Evaluation 37-B s.pdf Created by Independent Third Party: Yes 15212.10 BuildMark, TradeMark 2" thick steel pan. residential and light commercial sectional garage door, BuildMark 26 ga., TradeMark 24 ga. Limits of Use Installation Instructions Approved for use, in HVHZ: No FL15212 R10 II P-2301-D.pdf Approved for use outside HVHZ: Yes ° _ 'Impact Resistant: No ' ;-- - .' - Verified By: Scott A: Brown 65940 Created by Independent Third Party: -Yes Design Pressure: +31.0/-35.1 Evaluation Reports '- Other: Max. door size'= 9' wide k 16'high FL15212 R10 AE Product Evaluation 37-B s.pdf Created by Independent Third Party: Yes 15212.11 BuildMark, TradeMark 2" thick steel pan residential and light commercial sectional garage door, BuildMark 26 ga., TradeMark 24 ga. Limits of Use Installation Instructions Approved for use in HVHZ: No FL15212 R10 II 13-2301-1).pdf Approved for use outside HVHZ: Yes Verified By: Scott A. Brown 65940 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +24.8/-28.0 Evaluation Reports Other: Max. door size = 9' wide x 16' high FL15212 R10 AE Product Evaluation 37-B s.pdf Created by Independent Third Party: Yes 15212.12 ShowCase, Masterpiece 2" thick steel sandwich residential and light commercial ° sectional garage door. ' Limits of Use Installation Instructions Approved for use in HVHZ: No FL15212 R10 II P-2365-B,pdf ,'Approved for use. outside HVHZ:-Yes Verified -By: Scott A. Brown 65940 Impact Resistant: No Created by Independent Third Party: Yes ' Design Pressure: +Varies/ -Varies Evaluation Reports Other: Design pressure with no windows = +26.4/-29.4; FL15212 R10 AE Product Evaluation 37-B s.pddf Design pressure with windows = +18.0/-20.0. Created by Independent Third Party: Yes 15212.13 ShowCase, Masterpiece, TC200 2" thick steel sandwich residential and light commercial sectional garage door. Limits of Use Installation Instructions Approved for use in HVHZ: No FL15212 R10 II 13-3314-C.pdf Approved for use outside HVHZ: Yes Verified By: Scott A. Brown 65940 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +43.5/-50.0 Evaluation Reports Other: Max. door size = 18'-2" wide x 16' high. FL15212 R10 AE Product Evaluation 37-B s.pdf Created by Independent Third Party: Yes 1521.2.14 ShowCase, Masterpiece, TC200 2 'thick steel sandwich residential and light commercial Limits of Use f to t, Qpproved� for useAw HVHZ Noy Approved for use outside;HVHZ Yes Impact Res�stantr Yes. ' ,Design Pressure+Vanes/-Vanes `_ Other Design,Pre! +65 0/ 75.0, 12 0' =.0,+45.0/ 52 0 15212.15 SteelForm 24 ga, Steelform 20 ga Limits of Use i Approved for Use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes 1. Design Pressure: +Varies/ -Varies Other:. Design Pressures: 91-2" = +80.0/-85.8; 12'-2" _ +60.0/.-74.5; 18'-2" = +40.0/-52..0 sectional garage door Y In6tallat16n,Instructions' a FL152=12 R10' Venfied,,By Scott A Brown 65940 Created by Independent Third Party Yes ' Evaluation; Reports E{* FL"15212"R10 AE `Product"Evaluation•37-B s pdf Created,by-Independ66t�Third"Party" �x. 2" thick steel pan commercial sectional garage door Installation Instructions FLIS212 R10 II P-3313-C.p_df Verified By: Scott A. Brown 65940 Created by Independent Third Party: Yes Evaluation Reports FL15212 R10 AE Product Evaluation 37-B s.pdf Created by Independent Third Party.: -Yes • Limits of Use " ;.� � � '� ^r Installation � � =Instructs=ons dfApFL1512SIIP330Bpe X f o feHVH`Ys 6w659A0proved 40 d By Scott A Br4 Impact;Resi'stant Yes i x Created by -Independent Third Party Ye"s 4 Design Pressure +41 Evaluation'Reports ' f Other Max door size 12:-2 wide x 20 high ' - FL152f2 RTO'�AE Product Evaluation 37 B s pdf r° Created by'IndependentThird,'Party.,Yes 15212.17 SteelForm 26 ga, SteeForm 24 ga, 2" thick steel pan commercial sectional garage door SteelForm 20 ga Limits of Use I Installation Instructions Approved for use in HVHZ: No FL15212 RIO II P-2407-B.pdf Approved for use outside HVHZ: Yes Verified By: Scott A. Brown 65940 Impact Resistant: No I Created by Independent Third Party: Yes Design Pressure: +Varies/ -Varies Evaluation Reports Other: Design Pressures: Up to 16'-2" = 43.3/-53.3; 17'-2" = I1. FL15212 RIO AE Product Evaluation 37-B s.pdf 36.0/-46.7; 18'-2" = 30.0/-41.2; 9'-2" = 27.0/-37.0; 20'-2" = Created by Independent Third Party: Yes 24.3/-33.4 15212 18 SteelForm 26 ga„SteeForm 24 ga, SteelForm 20 ga 2 thick steel pan commerual sectional garage door xt a Limits of Use e. Installation Instructions 0 Approved -for use n HVHZ No Y FL15212 R10 II P 2405 B pdf ; a ,r ' Approved for use outside HVHZ.Wes Verified By Scott A' Brown 65940 Impact -Resistant:' No ": � Created by`Independent Third Party Yes {� �Design.Pressure .+Varies/=Varibs Evaluation;Reportsr'x a Other Design Pressures "8'-2 47.8/ 54 7; 9 2 FL15212 R10 AE Prod'uct Evaluation,,37 B s p� 42 1/ 47 6; 10 2 37 2[ 1, it �2 31.0/ 37 7'12 2 -= Created by'Independent Third.Party .Yes g , 30;7/ 34 1;° 13 2 ; 28 0/=31 2 14 =2 25.1/ 28 7,y15 2 n G 2396/ 26:5; 16 2" ` 22 0/-24 7 172 22�_6/ 28 1 ar18 2 30 7; 19 2 = 20.8/=27 6 20,=2, 18'.8/ 24 9 15212.19 SteelForm S24C / S24 / MB24 / S20 2" thick steel pan commercial sectional garage door Limits of Use Installation Instructions Approved for use in HVHZ: No I FL15212 R10 II P-2406-E s.pdd Approved for use outside HVHZ: Yes Verified By: Scott A. Brown 65940 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +Varies/ -Varies I Evaluation Reports Other: Design Pressures: 8'-2" = 22.6/-27.0; 9'-2" = FL15212 RIO AE Product Evaluation 37-B s,pdf 20.0/-23.5; 10'-2" = 17.8/-20.7; 11'-2"I= 16.0/-18.5; 12'-2" = Created by Independent Third Party: Yes 14.5/-16.7; 13'-2" = 13.3/-15.2; 14'-2" = 12.3/-14.0; 15'-2" = 11.4/-12.9; 16-2" = 10.6/-12.0 i 1'5212 20 ? n SteelForm'S24C /, S24 /MB24 /=S20 2 thick steel pan comm` ici6f'sectional ara edoor-,"",,£' 9pw 9 lamits of Use Instahlation Instructions w #,` Approved.,for use ",in HVHZ No FL15212 R10.II P 2408 D s pdf Approved for useoutside HVHZ Yes y Venfied By A ,Scott Brown 65940' Impact Resistant, No � s ! Created by Indepen,T dentird Party Yes Design Pressure �+Vanes/-Vanes • Evaluation Reports �,�� + � �,'� Yrw Other Desi n Pressures 8'-2 39:8/ 45 2; 9 2 10 FL15212 R10 AE ProductjEvaluation 37 B s df <n 34 0/ 38.5;. 2'"=,�29 6/�33 4, 11 -`,2' 126 1/ 29 5 12' 2 = Createtl by IndependentThird.Party 234/ 26:3 13 2 = 21 1/-23 8, 14' 2 17t6/ 19.8; 16 -2,= 16 3/;-18 3, 17 -217.3/ 19 4,18 2'_' 1'820.2; 19 2 = 16 3/ Goto Pagel i"-r _ 1 Page 1./ 2:� RE R0, Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 4 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy ement :: 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: Credit Card s Safe ,.f STEEL SECTION BUILDMARK .017 THICK G-40 GALVANIZED STEEL TRADEMARK .023 THICK G40 GALVANIZED STEEL WITH AN EPDXY PRIMER AND BAKED ON POLYESTER FINISH WHICH IS ROLL -FORMED WITH WOOD GRAIN 12' OR 15' RADIUS TEXTURE AND STAMPED WITH EMBOSSED OR FLUSH - END STILE—, TOX LOCKED PANELS. TO SECTION ;HEAD SEE DETAIL ON ANGLE SHT3 1) REQD PER VERTICAL CENTER STILE LOCKED AND K. ATTACH WITH (3) HEX TOXGLUED 2' SECTION THICKNESS LAG SCREWS GLUED TO PANEL SEE DETAIL ON SHT 3 TOP I—VERTICALTRACK SECTION T— INTERMEDIATE 36- O.C. (TYP) SECTION TRACK BRACKETS `U-BAR BOTTOM SECTION p ASTRAGAL RETAINER SEE DETAIL ON SHT 3 SECTION A -A TYPICAL TRACK INSTALLATION NORMAL HEADROOM TRACK SHOWN, LOW HEADROOM, LIFT CLEARANCE AND VERTICAL LIFT TRACK AVAILABLE �G�,.V�CEIJSF,!Ly% i * No 0065940 r ROOF T-( Sr OTHE HE AVAIL TO 16' 18' OF SEC SHEET METALSCREW (3) REQ'D PER TOP FIXTURE 0 0 TOP FIXTURE END STILE PERIMETER SEAL NAILED 8' O.C. WITH 4d STEEL NAILS �eeo c U-BAR SEE DETAIL ON SHT 3 RETAINING NUT SINGLE EDGE HINGE CENTER HINGE SEE DETAIL ON SHT 3 SEE DETAIL ON SHT 3 7/16' PUSH ON RETAINING NUT (1) REQUIRED PER ROLLER SEE DETAIL ON SHT 3 SECTION B-B SPRING COUNTERBALANCE - SPRING WIRE INDIVIDUALLY CALCULATED TO . COUNTERBALANCE DOOR. QUANTITY AND SIZE OF SPRING WILL VARY BASED ON DOOR SIZE. JAMBS 2X6 #2 DOUGLAS FIR OR BETTER WOOD JAMB SEE BHT 2 FOR ATTACHMENT HEX HEAD LAG SCREW (2) PER BRACKET, SEE DETAIL ON SHT 3 TRACK BRACKET SHOWN, FULL ANGLE OPTIONAL SEE DETAIL ON SHT 3 TRACK BOLT / WHIZ LOCK NUT SEE DETAIL ON SHT 3 TRACK ROLLER SEE DETAIL ON SHT 3 TRACK, 2- SHOWN, 3- OPTIONAL SEE DETAIL ON SHT 3 SHEET METALSCREW (6) REQD PER I— Y il'B STEEL REINFORCEMENT — SECTION, FASTENED TO kBLE UP YSING TI • 21 HIGH LOCKS ELECTRICALLY OPERATED. SEE DETAILS ON BHT 2. ROLLER CARRIER SEE DETAIL ON BHT 3 115==llif��l��e,' � l A IIIIm IMEJ1� gaIA�Q, P vq � 1 M.fHEIGHT — i�lllel 9#WN (�s��'1�l Imo' �y�IL__�II-III-III-JIL�._gi1 J��I' ICI' ICI I�1 I� ICI 11u �I ° I�� 7wIl!el�y@m= �� iil�l_-��-WiiI ��I� 1-111=JIL�IIL.�I'I --le`—l�l— � ° AMA STAT -4 Z AS REQUIRED, IZU SQ. IN. MAX SHEET METAL SCREW (2) RED PER ROLLER CARRIER Digitally signed by 0 Scott A. Brown P.E. Scott A Brown, PE ROLLER F.P.E #65940 Date: 2017-10-11 CARRIER 698 Timber Creek Road 14:40:05 Dixon IlBnois 61021 ROLLER CARRIER DETAIL SEE SHEET 2 FOR OTHER DOOR WIDTHS INTERIOR ELEVATION EDGE HINGE EDGE HINGE DETAIL OORS TESTED PER TAS 202 AND ANSUDASMA 108 FOR STATIC AIR PRESSURE DOOR WIDTH DESIGN LOAD 16'-0" +16.0 1 -17.7 3 CENTER STILES 8' AND 9' WIDE ��I ICI I I� I ICI I �I IBM 1ME M-1-1 IM I'm' IM 1 5 CENTER STILES 14' AND 15' WIDE 7 CENTER STILES 16' WIDE CENTER STILE LAYOUT INTERIOR VIEW DOOR TREATED 2X6 WHEN MOUNTING TO MASONRY CONSTRUCTION. UN -TREATED 2X6 MAY BE USED ON WOOD CONSTRUCTION. TREATED 2X6 #2 DOUGLAS FIR OR ___BETTER -WOOD -BUCK WHEN MOUNTING TO — MASONRYJAMBS. UN TREATED 2X4 #2 MAXIMUM DOUGLAS FIR OR BETTER JAMB FASTENERS MAY BE USED ON WOOD. SPA ING FOR JAMB LOADS JAMBS. SEE CHART FOR BUCK ATTACHMENT TO STRUCTURE T DOOR WIDTH GLASS OPTIONS: m q. GLASS 11W DSB JAMB ATTACHMENT NOTES z PANEL 1B'ACRYUC 1/8' TEMPERED 1. MAXIMUM POSITIVE LOAD PER JAMB - (16-0- X 16.0 PSF) / 2 - 128 LBS PER FOOT . 12' INSULATED GLASS 2. MAXIMUM NEGATIVE LOAD PER JAMB - (16'-0' X-17.7 PSF) /2 = 142 LBS PER FOOT. COLONIAL WINDOWS 3. DESIGN OF THE SUPPORTING STRUCTURE SHALL BE THE SOLE RESPONSIBUTY OF THE BUILDING DESIGNER AND SHALL BE DESIGNED FOR THE JAMB LOADS LISTED IN NOTES 1 AND 2. 4. ALTERNATE JAMB ATTACHMENTS MAY BE USED IF APPROVED BY A REGISTERED PROFESSIONAL ®® COLONIAL ENGINEER. q PANEL 5. DASMA TECHNICAL DATA SHEET TDS-161 MAYBE USED FOR ALTERNATE JAMB ATTACHMENTS. Ip 6. 3/8' DIAMETER LAG SCREWS REQUIRED 1/16' PILOT HOLE AND 1-12' MINIMUM EDGE DISTANCE. CARRIAGE HOUSE PANEL 0065940 STATE OF % W ` ( RANCH PANEL �0 •:(/� R10P••G�� FLUSH PANEL Digitally signed by Scolt A. Brown P.E. Scott A Brown, PE F.P.E#65940 Date:2017-10-11 PANEL OPTIONS EXTERIOR VIEW 698 Timber Creek Road 14:41:11 Dixon Illinois 61021 REv. DErmm�oN 2x6 ATTACHMENT TO STRUCTURE STR�E MINIMUM MQ6IM MIMIUMON MENSIONA ALLOWABLE FASTENERTYPE EMBEONIENT EDGE CENTER IMAi°wN�N TENSION IXrrANCE SPACING NaJ LOAD 2500FSI MIR CONCRETE i1, TAPODW (PLUS) r ss 2P 691 WITH 1.18 OD WARNER SOUTHERN PINE W x r � I.W I.W I.W 2r 655 WITN 1-118.00 WASHER SPRUCE PINE RR M X 3• LPG 1.SP 1.50' 1.W 2C <Bi WITH 1-1RI.00 WASHER w-E: NONE 1RIe DI —NM G. WEDEIOND SPEC, WINDLOAD cHEtNEo aT: G. WEOEgND RAYNOR BUILDMARK/TRADEMARK 0a28172 I=No. P-2357 ETA: 6338.01 1 2 of 3 SHEET METALSCREW (4) REO'D PER HINGE CENTER HINGE DETAIL METAL SCREW (4) REO'D .55 3.19 1.50 O ff=� .2D 2.81OAS.039 AL RETA MINU.ER� 0 .039 ALUMINUM 2.61 2.55 3" TRACK BRACKET .116 GALV STEEL 0 0 4.19- .{ I 1.50� 4.06 2.38 TRACK O T -STRIKE PLATE 5 x .25 THICK 3.00 O 15/8"x 41rz-x.086 SUDELOCK LOCK BAR CASE.086 GALV. STEEL 3/4 x1/4" OPTIONAL INTERIOR LOCK a TRACK BRACKET DETAIL .116 GALV. STEEL TRACK SOLT/WHIZ NUT 5116-18 X 3/4' (2) PER STRIKE PLATE 0 2' 4.44 0 END STILE -��4 �- 5/8" MINIMUM F� 2-5/8" O OPTIONAL INTERIOR LOCK STEEL U-BAR DETAIL 2.zs DETAIL .049" MIN GALVANIZED HIGH TENSILE STEEL 2.56 2.62 80 KSI MINIMUM YIELD TOP FIXTURE .086 GALV. STEEL 1.88-1 �--50 1.96I r.69 42.44 Fes- 2.74 s NG 0065940 ;4 STATE OF SECTION HEIGHT i SECTION HEIGHT i ir0��' `` F� ORIO?•'Cy`=�� J° ° Digitally signed by SCott A Brown, PE Sinn A. Brown RE. F.P.E N65940 Date: 2017-10-11 CENTER STILE END STILE 698 Timber Creek Road 14:42:21 .034 GALV. STEEL .043 GALV. STEEL Dixon 110nois 61021 2.75 0 0 0 � 2.00 '7.49. IO O F 2.72 �i O 1 CENTER HINGE .045 GALV. STEEL O EDGE HINGE .086 GALVSTEEL 4.97 01.81 0.43 44 TRACK ROLLER O �8 0 --1 1.00 .2793 T- 2.69 I R .22 ROLLER CARRIER .086 GALV. STEEL TRACK ATTACHED TO TOP FIXTURE WITH .055 GALV. STEEL (2) TRACK BOLTS AND WHIZ NUTS 1.43 O 0 0 8.00 0 0 Q oI CO 3.41 CORNER BRACKET .086 GALV. STEEL 0.88 0.42 .04- RETAINING NUT 1.43 1.33 O O JAMB ANGLE .078 GALV. STEEL 314"+� � 15116- 0 .59 TRACK BOLT ,rz•�---{ � 0 .526 5/8- , 314- ]�j t0711ra- 0Sr,6- T SHEET METAL SCREW HEX HEAD LAG SCREW