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HomeMy WebLinkAboutBuilding Permit Application (4) r' ' b 141-15-7Florida Buildin Code Online r U S ---- ) ; 7 (�.+,P S ';`4 r SAe t + ar;2`i , w q`;s v i $'�'� kf4 ii ."" L ,,.._..._.�.__.s...�_�..._... u. ..m....� �' k • ,- '''-...w - t''''''"" .,,—�?:FB S .aidf CIS � L± m& tt c'4..'" SCIS Home Log In User Registration Hot Topics ,y Submit Surcharge i Stats&Facts i Publications i FBC Staff BCIS Site Map Links! Search dFlorida fi t i �product Approval Ilir� USER:Public User Product Approval M•nu>Application Detail I', 1` 'i FL# FL15210-R6 -.:-":,.,..:-.4;',.'.,,' Application Type Revision { Code Version 2017 Application Status Approved ' r 1 Comments ' e Archived 0 E ` I I Product Manufacturer Plastpro Inc./Nanya Plastics Cor.. i '•��- -; Address/Phone/Email 5200 W CENTURY BLVD. at s 1 LOS ANGELES, CA 90045 (440)969-9773 Ext 16 rickw@rwbldgconsultants.com ' i Authorized Signature Vivian Wright } rickw@rwbldgconsultants.com I� Technical Representative Scott Johnson 1` G I Address/Phone/Email 5200 W Century Blvd. Los Angeles,CA 90045 > `i (440)969-9773 Ext 18 scottjohnson@plastproinc.com ( , a Quality Assurance Representative Ron O'Connell I Address/Phone/Email 5200 W Century Blvd. Los Angeles,CA 90045 (440)969-9773 Ext 16 ronoconnell@plastpro.com r:h i Category Exterior Doors Subcategory Swinging Exterior Door Assemblies it Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report-Hardcopy Received ,, a Florida Engineer or Architect Name who developed the Lyndon F. Schmidt, P.E. qIt , Evaluation Report Florida License PE-43409 -` Quality Assurance Entity National Accreditation and Management Institute til Quality Assurance Contract Expiration Date 12/31/2018 Validated By Ryan J. King, P.E. 0 Validation Checklist- Hardcopy Received "'' Certificate of Independence FL15210 R6 COI (a)Certificate of Indeoendence.pdf I „ ' ' Referenced Standard and Year(of Standard) Standard Year ASTM D1929 1996 tASTM D2843 1999 https://Ooridabuilding.org/pr/pr_app_dtl.aspx?paramwGEVXQwtDgv3y V V KJZ I QRCFPqu8gbCgpaL%2fcMd8xBvDdrXKxpoHIdA%3d%3d[1/3/2018 5:40:45 PM] Florida Building Code Online ASTM D635 1998 1 � ASTM D638 2003 ASTM E1300 2004 ASTM E84 2005 E A ASTM G26 1995 G 155 2005 TAS 201, 202, 203 1994 �a Equivalence of Product Standards " : Certified By Florida Licensed Professional Engineer or Architect FL15210 R6 Eauiv (a) Equivalency of Standards.odf 1 i Sections from the Code I .I Product Approval Method Method 1 Option D Date Submitted 08/13/2017 t '): ��° Date Validated 09/18/2017 1, 1 Date Pending FBC Approval 09/20/2017 Date Approved 12/12/2017 - I ,' 1 Summary of Products'- IFL# Model,Number or Name Description 1 I '15210.1 I a.Smooth/Wood Grain/White Wood 6'8 "Impact"Opaque Fiberglass Single Door- j Grain/Rustic/Mahogany Series 0 Inswing/Outswing (X-Configuration) !Fiberglass Door i „, , '• Limits of Use Installation Instructions I . I Approved for use in HVHZ:Yes FL15210 R6 II (b) Inst 15210.1.pdf I r Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 yn v Impact Resistant:Yes Created by Independent Third Party: Yes . Design Pressure: N/A Evaluation Reports r, Other: See INST 15210.1 for Design Pressure Ratings,any FL15 10 R6 AE (b) Eval 15210.1.odf I " additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. - I 15210.2 I b. Smooth/Wood Grain/White Wood 6'8"Impact”Opaque Fiberglass Single Door with Sidelite or IGrain/Rustic/Mahogany Series 0 Sidelites-Inswing/Outswing (OX or XO; OXO-Confjgurations) I Fiberglass Door i Limits of Use Installation Instructions 1 -'I Approved for use in HVHZ:Yes FL 10 R6 II (b)Inst 15 10.2.pdf I ]. Approved for use outside •HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 1 iImpact Resistant: Yes _ Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports ]° Other: See INST 15210.2 for Design Pressure Ratings, any FL15210 R6 AE (b) Eval 15210.2.pdf G 1 additional use limitations, installation instructions andproduct Created byIndependent Third Party: Yes iI !! � # p !; particulars. 15210.3 I c.Smooth/Wood Grain/White Wood 6'8 "Impact"Opaque Fiberglass Double Door with or,without IP' i ! ;Grain/Rustic/Mahogany Series 0 Sidelites- Inswing/Outswing (XX; OXXO-Configurations) � 4 !Fiberglass Door �� Limits of Use Installation Instructions iIApproved for use in HVHZ: Yes FL 5 10 R6 II (b) Inst 5 10.3.pdf . Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E.43409 x r • s" Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.3 for Design Pressure Ratings,any FL15210 R6 AE (b) Eval 15210.3.pdf !additional use limitations, installation instructions and product Created by Independent Third Party: Yes i;. particulars. 15210.4 d. Smooth/Wood Grain/White Wood 6'8"Impact"Glazed Fiberglass Single Door-Inswing/Outswing Grain/Rustic/Mahogany Series 0 I / y (X-Configuration) 1 Fiberglass Door https://floridabuilding.org/pr/pr_app_dtl.aspx?paramwGEVXQwtDgv3yVVKJZIQRCFPqu8gbCgpaL%2fcMd8xBvDdrXKxpoHldA%3d%3d11/3/2018 5:40:45 PM] Florida Building Code Online , Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R6 II (b) Inst 15210.4,odf , ' �I Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 , Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.4 for Design Pressure Ratings,any FL15 0 R6 AE (b) Eval 15210.4.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.5 (e. Smooth/Wood Grain/White Wood 6'8 "Impact"Glazed Fiberglass Single Door with Sidelite or Grain/Rustic/Mahogany Series 0 Sidelites-Inswing/Outswing (OX or XO; OXO-Configurations) Y (Fiberglass Door '� Limits of Use Installation Instructions E Approved for use in HVHZ:Yes FL15210 R6 II (b)Inst 15 10.5.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 k ,,'' Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports 1` I Other: See INST 15210.5 for Design Pressure Ratings, any FL15210 R6 AE (b) Eval 15210.5.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes 1 particulars. 15210.6Noe f. Smooth/Wood Grain/White Wood 6'8"Impact"Glazed Fiberglass Double Door with or without r, ._ Grain/Rustic/Mahogany Series 0 Sidelites-Inswing/Outswing (XX; OXXO-Configurations) Fiberglass Door I k` Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL 5 0 R6 II (b) Inst 5 10.6,pdf $", Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 " � "� "1 Impact Resistant:Yes Created by Independent Third Party: Yes ,.ur Design Pressure:.N/A Evaluation Reports I t; ` 1 Other: See INST 15210.6 for Design Pressure Ratings,any FL15210 R6 AE (b) Eval 15210.6.pdf ' - additional use limitations, installation instructions and product Created by Independent Third Party:Yes j particulars. 1-k ti , {15210.7 I g. Smooth/Wood Grain/White Wood 8'0"Impact" Glazed Fiberglass Single Door-Outswing (X- ,Grain/Rustic/Mahogany Series 0 Configuration) a?° j Fiberglass Door 1 .:, $� '• Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15 10 R6 II (b) Inst 15210.7.pdf " ka Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes I 1; Design Pressure: N/A Evaluation Reports I Other: See INST 15210.7 for Design Pressure Ratings, any FL 5 10 R6 AE (b) Eval 5 0.7,pdf 1 additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. I 1' l. r ' ' 15210.8 I h. Smooth/Wood Grain/White Wood 8'0"Impact"Glazed Fiberglass Single Door with Sidelite or ' iii Grain/Rustic/Mahogany Series 0 Sidelites-Outswing (OX or XO; OXO-Configuration's) I w Fiberglass Door - , I Limits of Use Installation Instructions I Approved for use in HVHZ:Yes F 15 10 R6 II (b)_Inst 5 10.8.pdf I E Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 l' ..: ” ' . ''. Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports I Other: See INST 15210.8 for Design Pressure Ratings,any FL15210 R6 AE (b) Eval 15210.8.odf additional use limitations, Installation instructions and product Created by Independent Third Party:Yes I ;; particulars. 15210,9 li i. Smooth/Wood Grain/White Wood 8'0"Impact"Glazed Fiberglass Double Door with or without 'u.- ax Grain/Rustic/Mahogany Series 0 Sidelites-Outswing (XX; OXXO-Configurations) � i Fiberglass Door Limits of Use Installation Instructions ' ( Approved for use in HVHZ:Yes FL15210 R6 II (b) Inst 15210.9.odf , Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E. 43409 j rn • Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.9 for Design Pressure Ratings,any FL15210 R6 AE (b) Eval 15 10.9.odf F7 =. additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. ' 15210.10 L"j, Smooth/Wood Grain/White Wood 8'0""Impact"Opaque Fiberglass Single Door-Outswing (X- Grain/Rustic/Mahogany Series 0 Configuration) !Fiberglass Door https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wG EV XQw1Dgv3y V V KJZ I QRCFPqu8gbCgpaL%2fcMd8xBvDdrXKxpoHldA%3d%3d[I/3/2018 5:40:45 PM] Florida Building Code Online Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R6 II (b) Inst 15210.10 pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:See INST 15210.10 for Design Pressure Ratings,any FL15 10 R6 AE (b) Eval 15 10.10.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.11 k. Smooth/Wood Grain/White Wood 8'0 "Impact"Opaque Fiberglass Single Door with Sidelite or Grain/Rustic/Mahogany Series 0 Sidelites-Outswing (OX or XO; OXO-Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL 5 10 R6 II (b) Inst 5 10.11.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes i Design Pressure: N/A Evaluation Reports r ; Other: See INST 15210.11 for Design Pressure Ratings,any FL 5 0 R6 AE (b) Eval 5 10.11.pdf 7 r additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. j 15210.12 I I. Smooth/Wood Grain/White Wood 8'0 "Impact"Opaque Fiberglass Double Door with or without I Grain/Rustic/Mahogany Series 0 Sidelites-Outswing (XX; OXXO-Configurations) i I Fiberglass Door , Limits of Use Installation Instructions Approvedfor use in HVHZ: Yes FL15210 R6 II (b)Inst 15210.12.odf a ; Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 Impact Resistant: Yes Created by Independent Third Party: Yes i Design Pressure: N/A Evaluation Reports Other: See INST 15210.12 for Design Pressure Ratings, any FL15210 R6 AE (b) Eval 15210.12.pdf - additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.13 j m. Smooth/Wood Grain/White Wood 8'0"Impact"Opaque Fiberglass Single Door with Surface Bolts 1 Grain/Rustic/Mahogany Series 0 -Outswing (X-Configuration) I Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL 0 R6 II (b) Inst 5 10.13.pdf ! Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.13 for Design Pressure Ratings,any FL 5 10 R6 AE (b) Eval 5 10. 3 pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes eFa particulars. 15210.14 n. Smooth/Wood Grain/White Wood 8'0 "Impact"Opaque Fiberglass Double Door with Surface Bolts Grain/Rustic/Mahogany Series 0 on Active Door panel -Outswing (XX-Configurations) Fiberglass Door ;', Limits of Use Installation Instructions Approved for use in HVHZ:Yes . . I .. Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports r 4 ] Other: See INST 15210.14 for Design Pressure Ratings, any FL15210 R6 AE (b) Eval 15210.14.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.15 I o. Smooth/Wood Grain/White Wood 8'0 "Impact"Glazed Fiberglass Single Door utilizing the Grain/Rustic/Mahogany Series 0 WINDSERTr^' an operational window insert-Outswing (X- Fiberglass Door Configuration) ILimits of Use Installation Instructions Approved for use in HVHZ: Yes FL15210 R6 II (b) Inst 15210.15.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Qt Design Pressure: N/A Evaluation Reports Other: See INST 15210.15 for Design Pressure Ratings,any FL 5 0 R6 AE (b) Eval 5210. 5pdf I,additional use limitations, installation instructions and product Created by Independent Third Party: Yes I particulars. ritgf https://tloridabuilding.org/pr/pr_app_dtl.aspx?pararn wGEVXQwtDgv3yVVKJZIQRCFPqu8gbCgpaL%2fcMd8xBvDdrXKxpoHldA%3d%3d[I/3/2018 5:40:45 PM] Florida Building Code Online L` Contact Us•:2601 Blair Stone Road.Tallahassee FL 32399 Phone.850-487-1824 The State of Florida is an AA/EEO employer Coovriaht 2007-2013 St.e of Florida. •Privacy Statement •Accessibility Statement •Refund Statement 1 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 I 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: eCleg I pT Credit Card t ,.° Safe secu>ritymniacs` � I https://f oridabuilding.org/pr/pr_app_dtl.aspx?param=wGE VXQwiDgv3y V V KJZ I QRCFPqu8gbCgpaL%2fcMd8xBvDdrXKxpoHldA%3 d%3d[1/3/2018 5:40:45 PM] RW R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C P.O.Box 230 Valrico,FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No.9813 . ` . �t , ",,& ,. , „ ., , it,No.. ,-FL.,-1,5210.6 •' a-,o- - .,.rlutttiotz Report;t • ,rrr '. ' ' ti " ;:Date: August,l040.1,7 Nor Product Category Sub Category Manufacturer Product Name ! Plastpro,Inc. Smooth I Wood Grain I White Wood Grain Exterior Swinging Exterior Door 5200 W.Century Blvd. Rustic/Mahogany Doors Assemblies Los Angeles,CA 90045 Series 0 Fiberglass Door Phone 440.969.9773 Inswing/Outswing-"Impact" Scope: Product Evaluation report issued by R W Building Consultants, Inc. &Lyndon F.Schmidt, P.E. (System ID#1998)for, Plastpro Inc., based on Rule Chapter No.61G20-3, Method 1D of the State of Florida Product Approval,Department 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 ' •-rein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition(2017)Florida Building Code structural requirements ' including the"High Velocity Hurricane Zone". 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material shall be beyond wall dressing or stucco. 1 3. When used in the"HVHZ"this product complies with Section 1626 of the Florida Building Code and does not require an impact -resistant covering. 4. When used in areas outside of the"HVHZ"requiring wind borne debris protection this product complies with FBC Sections 1609.1.2& R301.2.1.2 and does not require an impact resistant covering.This product meets missile level"D"and includes Wind Zone 4 as defined in ASTM E 1996 and FBC Sections 1609.1.2.2&R301.2.1.2.1. 5. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x buck masonry construction. 1 6. Site conditions that deviate from the details of drawing FL-15210.6 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations meet water infiltration requirements for"HVHZ".All other configurations do not meet the water infiltrations requirements for the"HVHZ"and must be installed only in non-habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 8. S-- d aw' g L- 52 0.. for size and design pressure limitations. ! Supporting Documents: I 1. Test Report No. Test Standard Testing Laboratory Signed by TEL 01390365 TAS 201-94,202-94&TAS 203-94Testing Evaluation Lab.,Inc. Lyndon F.Schmidt,P.E. TEL 01391846 TAS 201-94,202-94&TAS 203-94 Testing Evaluation Lab.,Inc. William Shelton,P.E. ETC-05-255-16776.0 ASTM D 635-98,638-03,1929-96&2843-99 ETC Laboratories Joseph L.Doldan,P.E. ! ASTM G 26-95 ETC-06-255-17412.0 ASTM E 84-05 ETC Laboratories Joseph L.Doldan,P.E. ETC-07-209-19303.0 ASTM D 635-98,638-03,1929-96&2843-99 ETC Laboratories Ben Meunier 2. Miami-Dade NOA Materials 17-0712.05 Saflex PVB Interlayer(Eastman Chemical Company) , 16-0314.11 Royal Mouldings(Ext.PVC) waatIDgegf9 3. Drawing No. Prepared by ,Qo,e 'Ci°Fl ,/ ?a,, Signed&Sealed by No.FL-15210.6 RW Building Consultants,Inc.(CA#9813) �ho�'t e .,-"'.--71"-; ."" to, Lyndon F.Schmidt,P.E. 4. Calculations Prepared by �" ° `'� F ©1., Signed&Sealed by Anchoring RW Building Consultants,Inc.(CA#9813) o° No 43409 .a* Lyndon F.Schmidt,P.E.! ASTM E 1300 Glass Load Lyndon F.Schmidt,P.E. , tr 5. Quality Assurance F..0 0 `+ ` Certificate of Participation issued by National Accreditation and Management, - STAT E OF ,, •`•'. Institute,certifying that Plastpro,Inc.is manufacturing products within a qualitV4 0%.�,e n -tib.' .;+'' assurance program that complies with ISO/IEC 17020 and Guide 53. "°�.<:•:, L1 t'l:'•,_-,Q› .*' ;w.r. ` F.Schmidt,RE. ''upso .)i\l/ as 5°t'c��� LyndonFL PE No.43409 9/18/2017 Sheet 1 of 1 ```ll\11111/T„'' ' : 7.. =U 4( ri r. k'.�u.. ?jr)"..› z m 4.:p:ri m 5200 W. CENTURY BLVD. MAX. ,�,�, m M LOS ANGELES, CA 90045 152.0" 40OVERALL MAX OVERA FRAME WIDTH 37.5"MAX. '''•,,/,,.1 "pRo�`,,, z o ri o FRAME WIDTH ,. 6 N.:z FRAME WIDT a , Smooth / Wood Grain / White Wood Grain24 [ I S �+ o�< 9 d a Rustic/Mahogany 1 1 " , a N� m d a Series 0 Fiberglass Door J Z ¢3 E o= INSWING/OUTS WING 2 o 0 0 "IMPACT" X e X 0 m o� O 14 ry GENERAL NOTES w "w w V)Z 0 d I. This product has been evaluated and is in compliance with the 6th Edition(2017)Florida Building Code (FBC) aD 2 m ?oo z structural requirements including the"High Velocity Hurricane Zone"(HVHZ). oLn IZ e _. . ds m �ivY ' 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material shall ! I � N 1‘ty be beyond wall dressing or stucco. Li 0-03 U j F • 3. When used In the"HVHT'this product complies with Section 1626 of the Florida Building Code and does not o 0 w require an impact resistant covering. r a a a g. 4. When used in areas outside of the"HVHZ'requiring wind borne debris protection,this product compiles with FBC x w.r V Sections 1609.1.2&R301.2.1.2 and does not require an impact resistant covering.This product meets missile '•-.CO level"D"and includes Wind Zone 4 as defined in ASTM E 1996 and FBC Sections 1609.12.2&R301.2.1.2.1. x • X Ua 1 .rrst • .n i. . g• a .- - . .. :� F, construction. - - N N LL- in Z6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed XX ci w w° o engineer or registered architect. ` N • 7. Outswing configurations meet water infiltration requirements for"HVHZ".All other configurations do not meet o o 1. the water infiltration requirements for the"HVHZ"and must be installed only in non-habitable areas or at W W habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or o 0 57 overhang to sill is less than 45 degrees. cL o. i a TABLE OF CONTENTS -> MAX .' i DESIGN PRESSURE(PSF) ^-i_n LI g .... ASTRAGAL' DLP ASTRAGAL COLUMBIA ASTRAGAL a.H F CONFIGURATION FRAME SWING ENDURA SHEET# DESCRIPTION SHEET# N m a 1 Typical elevations,design pressures&general notes 11 3-Point lock details DIMENSION POS. NEG. POS. NEG .POS.- NEG.- .,-,>).0 m '' 2 Door panel details 12 3-Point lock details 74.0"x 82.0" INSWING +60.0 -60.0 +50.0 -60.0 +50.0 -60.0 N,-z g 4 3 Sidelite panel details 13 Buck and frame anchoring(XX) rz 4 Lite frame details and glazing details14 Buck and frame anchoring(OXXO( ATE 02/16/12 2 5 Elevations 15 Astragal details x 81.13" OUTSWING +75.0 -75.0 + 5.0 -75.0 +50.0 -50.0 scam N.T.S. , FC 6 Horizontal&Vertical Cross Sections(2X Buck) 16 Astragal details It 7 Horizontal&Vertical Cross Sections(1 X Buck) 17 Astragal details 152.0"x 82.0" S' 1' 1.4 - 1.( 50.0 -50.0 +50.0 -50.0 DWG.m: JK DD S OXXO CM FEW LFS 4 a +50.0 -50.0 +50.0 -50.0 +50.0 8 Horizontal&Vertical Cross Sections(Direct to Masonry) 18 Components 152.0"x 81.13" oUTSWING -50.0 DRAWING NO.:N. rc 9 Horizontal&Vertical Cross Sections(Direct to Masonry) 19 Bill of materialsF7-15210.6 10 Vertical Cross Sections(Thresholds) See sheets 2&4 for hardware and fife frame design pressure imitations N n _ s1+EEr 1 of 19 0 s __ .• ... a. -•n....••'••..,•.' i...I.,-..•;_.. a'•......•...-,.•...•. ,I,:4?--1...1;.i •*..*1—*-1i,-r..•.. _a_le,;1...._ r__ _-.'._. _ 0.7 . •—••• :II EW2.8" i r ' ' TOP RAIL(COMP.)NOIpINiU .4*..-.*(l.*c.a*,V*.i,_*.Vi.*i*.i"%,vtPi,,.4.,e.4,fv%g:,i‘0:,%l:,1l05'"1,o-I•1: :c:11:::z_?:E.•:. .•p2'5cFs1i-!:,088',33., .1„r•.„,.'• Z..... CAP(PVC) g' a ol•: CAP(PVC) 0.i. IATCH STILE(LVL) - ? 6 HINGE STILE(LVL) ...I (1)HORIZONTAL CROSS SECTION \II\ZZ IR I me.,IT . - •••. -L .1... ..- .'' • -• -.- "..3 rgg . n c'e '..!_!. .-__Li ..) , ir",,„,,„„ gp, : L.J ..u2t E, 35.75'DOOR _ WIDTH ;:.-----1, Ma 0 6 o EL' ifft z„, N crl OM 6 gEr ,..2- cum Q g .F, ...c.....:NoB: .= E ,c. 0 Li 1 KWIKSET DK NE AODB B: SIGNATURE SERIES --,,,,,e-y--(-\--‘1"4-1-v'"'N • "F”SERIES(F51) INTERIOR EXTERIOR 0 o 4. 0 ca . 77, 1111 OLT: SIGNATURE SERIES(980) ±75 V, SCHLAGE ±75 - x. ).- oa DEADBOLT: 1,"SERIES(860/62) •-.-,a3 .x. iii?s--A---A-A--)s-4141k3E• ••• li( '`.. .g. • .... PAMEX ± .- -,:,-, l=". DEADBOLT: FD7 SERIES 141777:17,13;F: .... . N wl• 14.3 2 Ark c .vi HOPPE MULTIPOINT LOCK: HIS9OCKI3-POINT TONGUE ±50 . .. ') `----. • -!• .' 1 - al G N N .._,..._. ••i! = W. "‹ .. • .. V) i4 0 e;8 6 • 0 ±75 -5 LLOCK: ENDURA MULTIPOINT TRILENNIUM 3000(3-PT) . 1.9 PCF MIN.) .. . . • . .. .... 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Z ,, N 0 -,,,- ,,,,,.eig 44 3 -4 '' :-. • ;.,' 0 �noz m3oN i_ I�MrJ . z 0.0 000 gir I- <=m o cls. ,., N 0 - eve 0 0 �`` / ••• ••L�// •'rz'y•.o * o •N7 E R•C� \ Ii�I/I wP ar't�i � �i�� 2JOIb31X3 � � ?l01?J31NI N ,Q% •yo4c 2108131X3 aOIa31Nl • R:\Clients\Plastpro,Inc PERMANENT\A-Florida Product Approvals\FL-15210 HVHZ Fiberglass-Impact Opaque and Glazed\C-Drawings\FL-15210(2017)\FL-15210.1-6.dwg,11.6 > Z OVERALL HEIGHT m c75 - HANDLE HEIGHT 0 - ©m 0 m m In scn 10.04" 1 m N \v 1 011�FI. \. 4 . " o_ elf3.63II —011"0 x x NOQO II m ,. gn l==mss ``- -—`S\ 44 --N i `4. r 1 r 8.82' - � " 3 ,, m o r '-1Or 1 ® y I m ---0.1" a- m 0 , 0 0 0 0 ''' 3.6"--•--I ---- 15' i 41.7' `•\‘‘ 0.4", ,iiia 97-.7 9. c�c� Document. Prepared . )•� alwre tR _ -OY R g PRODUCT: �"• �'�'�`•,••.!tIORIOt•.• r'I PRASTPRO INC. Lyndon F. Schmidt .�s T..0‘‘ .... I g g . FIBERGLASS DOGE P.E. No. 43409 './�IONA`` `‘.� Ip o Zn a Sr)\ 1 3/9/15 UPDATE TO STH ED. (2017) FBC JK FBC JK. PART OR ASSEMBLY: ti BUILDING CONSULTANTS, INC. I+ ) 3—POINT LOCK DETAILS V4 P.O. Box 230. ValrIco, FL 33595 ID 0r Psi NO DATE BY Phone No.: 813.059.9197 REVISIONS FOPS C.A. No. 9813 0 201 2 R.W.BUILDING CONSULTANTS INC. • R:\Olents\Plastpro,Inc PERMANENT\A-Florida Product Approvals\FL-15210 HVHZ Fiberglass-Impact Opaque and Glared\C-Drawings\FL-15210(2017)\FL-15210.1-6.dwg,12.6 Z O m �D o z fill I�� II/__ 1 „E o, // ..,,E `ma=r- -__�•, _, B Q Q Q Q Q l 0 0 0 a' 0 D � { / A ( /,7.7 (-5- (.,./ p m d Cl M - 24.25" 23.0' 15.0" - G v�VOF11eh•. 2No.43409 1•* PRODUCT: Documents Prepared By: .. \ Iwltur 2 PRASTPRO INC. Lyndon F. SehmIdt Si.,c51'•� 0�•''eINS IN cn T Z 0 FIBERGLASS DOGE P.E. No. 43409 '/17,910NALt \\`� Li N " ry rn 2 7/24./17 UPDATE TO 6TH ED. (2017) FBC JK. PART OR ASSEMBLY: BUILDING CONSULTANTS, INC. y •O x • I) 1 3/915 UPDATE TO 5TH ED, (2014) FBC JK 3—POINT LOCK DETAILS 17 Box 230, Waco, FL 33595 VO m Ni NO DATE BY Phone No.: 813.659.9197 REVISIONS F9PE C.A. No. 9813 0 2012 R.W.BUILDING CONSULTANTS INC. TO 4-9/16"JAMBE"DEESHEET:Sy:.NRYJAMB(TYP.)• SEE HINGE `�` ``lt,t*1t t`„�1i� r4„ F---ircirr,..:— r -- 3. DETAIL[WP.) ;G. ^•. mZ �N'e7 z° • �:`Q` a 1 1 I I -I I 1 1 I I I I -'a-..., yy, F°N M 0 L. ,o p 2X BUCK SEE DETAIL 2 I a N o ~ TYP.HEAD a MASONRY &JAMB ' MASONRY)" 8D1IXREcBUTCToK a \ P Emz m o a- OPENING1 iOPENING _ / M V �-u e-co 9 0 00. MASONRY 4-9/16"JAMB© — ` o ,q. 'mdaT FRAME 0 &JAMBS 6-9/16"JAMB© DIRECT TO ' w 2X BUCK MASONRY© a -O 2X BUCKl DIRECT TO b S d l I MASONRY X____ d IXBUCK O SI vi Ca TILL JAMB(TYP.) u M O ii Z 7 _ •— — SILL (SEE SHEET 9) — T4U 2X BUCK ij w = - \laIe/a z� Z Irk�� o _ ON W ° Ii 11111 II °- m �X vtc� g j .. . . .. ,\ \ ¢a= w s .,W N o SEE DETAIL 1 F° a Q BUCK ANCHORING ASTRAGAL STRIKE JAMB FRAME ANCHORING HINGE JAMB HINGE DETAIL a Ts 70 U R DIRECT TO Inswing o. o. a I MASONRY© ''m E Q IX BUCK © 0 _ dill'-© 2XBUCK O U E 4 SII/ _/��1�% n a I 1 N N _ 0 Z Z W W O A i... j to to W DIRECT TO I o x o CONCRETE ANCHOR NOTES: LATCH&DEAD BOLT DETAIL © o MASONRY w w 9. 1.Concrete anchor locations at the comers may be adusted to maintain the mm. HiNGE DETAIL s- a edge distance to mortar joints. ©1X BUCK Outswing a.a- tj 2.Concrete anchor locations noted as-MAX.ON CENTER"must be odusfed to > 6 $ maintain the miut edge distance to mortar joints.additional concrete anchors O 2X BUCK n N • may be required to ensure the MAX ON CENTER"dimension ore not exceeded. \^w i v 3.Concrete anchor fable IN1 Na.Q imitim a ANCHOR ANCHOR "(mug. MIN CLEARANCE MIN,CLEARANCR ® n,a a TYPE ".SHE EMBEDMENT : TO MASONRY TO ADJACENT. N_O p EDGE :ANCHOR. Z • '1111111 WI Z a z MN • - Z" o DATE 02/16/12 z 0 Ef' ' ELCO a 1!4 • ,-1/4" 1• 4" SCALE: N.T.S. El U LTRACON DWG.BY: JK m a 3116• 1-1/4" AS SHOWN 1.1/2" DETAIL I DETAIL 2 DETAIL 1 cnx.er LFS 3 9 TAPCON Astragal throw bolts Attach astragal throw bolt Astragal throw bolts d Irt WOOD SCREW INSTALLATION NOTES: at the threshold strike plate to frame at the threshold DRAWING Na.. N .i.:: I.Maintain a minimum 5/19"edge dstance,l-end distance,81"o.c.spacing of (Outswing) as shown (Inswing) FL-15210.6 - woodscrews to prevent the splitting of wood. m I+ SHEET 13 or 19 -- — — - ,,llnsnt - --- *I ',- q.MULLION 4.. T' T `��`,. .o t,0�' n oTJo� 4 P 4"(TYP.) PK) (TYP.)' 3" r(T�•J (TYP.) 3" _(Zje ui v* i c <=z n (TYP.) �� fryp.) r___B..OM (TYP.) 3"PIN (TYP.) N t-) z° ,34::�o.-vi m YP g `y 11 11 I I 11 11 11 I I I II I I I I I 1 1 I I I I '�i�>''••..... '.4:1 >>m W _\ a SEE DETAIL 2 c°/c"i ••z 7. x. MASONRY—` , O l' E E m z m o 0 rs.OPENING TYP.HEAD _ _ co _ O 2X BUCK TYp SEE HINGE it o oa a ~ &JAMBS MULLION DETAIL(TYP.) s 4 } 0 IT, 2X BUCK - - ! ® ILTRECITO rO MASONRY DIRECT TO a lick. U &JAMBS TYP. - AMB NRP)- U °�° Z a O RY v OSILL (SEESHEET9] ^O T = — — , . 'I ill 11 ,t1 II , 1 E. z — • Q LL • n zc, SEE DETAIL I otn r wX e BUCK ANCHORING •STRAGALSTRIKEJAMB FRAME ANCHORING Nl'c gg OxxO oxxo �� o Li I; > a U # 1 O m O O® a O O 11ati . ,_ . .1,11--,---o O HINGE JAMB E 0 C II W Z W O LATCH&DEAD BOLT DETAIL HINGE DETAIL HINGE DETAIL 0 u Eu I. Inswing Outswng o o �" CONCRETE ANCHOR NOTES: DIRECT TO I.Concrete anchor locations at the cornea maybe adjusted to maintain the mm. ©MASONRY w w CI al aedge distance to mortar joints. CO IX BUCK' 2.Concrete anchor b "MAXcafions noted as ON CENTER"must be adjusted to a.a ? ' maintain the min.edge distance to mortar joints,additional concrete anchors r.v3 m maybe required to ensure the MAX ON CENTER"dimension are not exceeded. O 2X BUCK .—r-',,- ^^ 3 Concrete anchor table n-ar Q 2 - MIN CLEARANCE MIN.CLEARANCE, n"t CI m m ANCHOR ANCHOR MIN .,':TYPE ;SIZE EMBEDMENT TO MASONRY To ADJACENT 111111111111101 0 .2.. .:: .... .. EDGE::: ..ANCHOR GCDnw ` a^z o TAPCON® 1/4" 1.1/4" 2" 4' • DATE:02/16/12 E ElCOO SCALE: N.T S. ® 1/4" 1.1/4" 1" 4" UtTRACON aRc.BY JK m $ ITN/ m 3/16" 1-1/4' 3" 1-1/2" CRC.8r: LFS e TarcoN DETAIL 1 DETAIL I DETAIL 2 a IWOOD SCREW INSTALLATION NOTES: Astragal throw bolts Astragal throw bolts Attach astragal throw boltDRAWING Na_ N s I.Maintain a minBrwm 5/8•'edge distance,1"end distance.&I"o.c.spacing of at the threshold at the threshold strike plate to frame FL-15210.6 0 b wood screws to prevent the splitting of wood. (Inswing) (Outswing) as shown ,.., N sNtzT 14 or ---- ------- ,,ti lllllll iv . '�'% . _* 544,9S.r — • _,, ..` '-' . . ._ . -. .. __ _- . . • . ./,,,, �'''n,,, In � 6,13 m o o. cl 2'— --I s' 1''IK 1' ' Z 0 3.5" 3S o am 9 m a am maaT 11.25 1125" �`z ° c - 19.38' - 19.38" _ u ° A 'Jd % 21.38" - 21.38" 2 31.88" - 31.88' - w LI aJ zO W 0 LL 0 8 4N ) J ASTRAGAL SCREW LOCATIONS w lei 1? -11 D11 v) lEl 1- oce 7 D O oo F . a o ...> O] Y, E 3.99° - 0 O E 4 ,. 0.478" -r I--- —1 0.478' n�t 1.75' - �a.,.GN. z z -,_— I 1ca w o 00.346" t___c. ,Y, Fi d 0.975' I 0 6 20.0" i �o I— on N ti i co `� 0.06" ry J CI 0 7 7 ° IrJI �I 4� I \w p.z t 00.168'—^I F-- n'o Z 65 ASTRAGAL 66 CONCEALED STIFFENER f. SLIDE BOLT ROD a z 0 DLP Typ.top&bottom DATE 02/16/12 i I topttvough1.98' SCALE N.T.S. bottom through 1.98' DWC.FY JK o 01X.ST LES 3 g DRAWING NO.: FL-15210.6 N n a U SHEET 15 OF 19 c' - --------------------- - • ' �i. a 5.5" 33.125' `JQA. •: � 2 fail •8 u�..!js z r n r(t V%' :yam ' 8' 0.75' -- I 1 -- 0.75' •i.'.>''•..-... #:. j Y m a1.75'-- Ityt 1.75'—«— i"Ifitt1l `` 00�y874. ON•: --6.75"--- \- c o n 21O 9. OI 15' r 21.75" C \� a N �pta VV a md aE O i 6 41" 32.75' E v z o S cru o .'i d 0 c W fn BEAD BOLT ITHRU HOLE) LATCH(THRU HOLES ?o t gm D OUT C' E d. . Qppo-� g - t= m iW Dag b o � 6.8"ALUMINUM ASTRAGAL ASSEMBLY 0 am a By Columbia a rere a a o' m t; UUe E E N.V FS Q O 4 .:.+N.. w Lii o 375 ^ 00 0 r4 0 0 I 23�A� ti — cio..41 $0 $ A. ; j t'i 0 1—1 085" j i s i 1 �? _ ....7,Wg 1.38 nM € Q ALUMINUM ASTRAGAL VIEW a'A 00 FLUSHBOtT RETAINER FtUSHBOLT ROD a` z $Q Sy Columbia Aluminum Astragal Assembly Top!bottom Steel DATE 02/16/12 i Aluminum 606345scup: N.T.S. o ii trrrc.ar: JK ctac BIT LES 3 a. DRAWING tia.: N FL-15210.6 - .•2 saw r 16 o F 19 6 6l JO Li. 1n3Ns a • 9'0LZ9L–ld L ON•JNNVtlO f Sal 'A8 7,13 wnuIwnly.P/E-6.116WPais riivw �d ol slonpanpu3 Ag LE, 11r va'ma a3NIVJA1108 « ao no an : 1V9Va1SVWANIWOIV OL 6 SN 3S SL'l g TT/J ZL/9L/Z0. • o�N i? 0 ter: I I i N • o\� ---I u£9 L Y'� r.3 i g D m A O O N mcc 1 4 L_r - 1:I 13 a z � n mm - xi o o Algwassy Io6DJI V wnulwnp, V V M31/1o A mm • z z aP +, H In N n' O Oj u gl nn ) 1 m C C • O �xx A 0 a A y N mu oinpu3 Ag n rn R;11MOVEN 1VeYILSV WfNIWIIIV°8-.9 a m gA > o E,oo > ',S' ' Pi cn ni = I { O °A° 14» 00 1 l e d a .11 mfr % kio .AS'9Z—^ ° ; „SL'9Z o• OS'8 L c c w� 3 3 £9'E AS'Ol SL'8L —,SL'OL 15-,1f SEC t-4 m m m m 3 3 V ..037-- 1r- Y r--.,SL'Z m yoz x 0i).:. .• •,�y °�°o m o z \tlll 11r/rb ' =^° ° ° L/f. ° \ 5'1 ' MOH aNne) iJ1V1 (.310H naHD nos av30 m-o �rpy:tc 4. : G�+t:�= U 9 F s$ g 4ir ` m L" %,0.. .../c;'::. -- /4.,tIu 1%0 — 4.56" 4.6" `.• ... /•••15: n • 7.• 4.56" _2 c11 y $o•Jtiro �� 2 =N' o* cs2;Z'�� E. L......_—..—.=....--1'�iN. , to o :7 Z a 4'typ` o a •Fes—2.44" + 2.13 T 1,, U N o Q O30 OUTSWING THRESHOLD OUTSWING THRESHOLD O POLY FIBER JAMB O OUTSWING SIDELITEADAPTER V I\ § E m i m o DLP(QOSR) O Columbia High Dam(58I) Plastpm 8`u v `a a .,- mM 4rm a 9 v 4.56" - ^ E gz ry 4.68" - 2' ��! 8 cul y. om.- 4.T'- - 0 3`d 77. 1 I tlI , I F w EV �2.36" I 2.7' o z8 7 W 3 32 OUTS WING THRESHOLD 31 OUTSWING THRESHOLD - WOOD JAMB INSWING SIDEUIEADAPTER �5 m a O DLP(QOSH) O Columbia(575) 2O 39 0 am vin 6 IL: o 0 o o - 5.62" 5.63" i. D. as a --2.088" 1 I 0.57' (-I- N N N U) O d Z Z .(;:i) 3 OUTSWING THRESHOLD 2 INSWING THRESHOLD T WEATHERSTRIP 8 DOOR BOTTOM SWEEP z 1.,..L.. o 5 O Endura(Z-Series) O Columbia Endura Force 5 O 5 mal 00 00 .g 5.625" 4.56" co - �' —• m m am a a �® + ; 'j' 4.56" i ., . nn� R 6 ii=L4.i_ ,,,......_...„___„ t , . , y ...2,/,6/12 i LI fsate N.T.S. 9 il. 36 INSWING THRESHOLD 37 INSWING THRESHOLD Z9 ADA THRESHOLD ewe.er: JK g. O Endura(Z-Series) O DLP(ISCS) DLP cwt ar. LFS 3 N DRAWING NO.: N s" FL-15210.6 n a SHEET 18 OF 19 K BILL OF MATERIALS 66 CONCEALED STIFFENER ALUM `'�. :.••..' ••�N/ % ta ITEM 8 DESCRIPTION MATERIAL 67 SLIDE BOLT ROD ALUM 4(...- �•.,Vy 2 A 1X BUCKSG>=0.55 WOOD 70 ASTRAGALBYENDURA ALUM -=/a�1' o uo?Q-in B 2X BUCK SG>=0.55 WOOD 71 BOLT RETAINER(9-3/4") ALUM 7.0: ; ;o` GI n - 73 SLIDE BOLT ROD STEEL ; o m C 1/4"MAX.SHIM SPACE %v.. y g`o;,� 80 ASTRAGAL BY COLUMBIA ALUM i )••.•, .-v,- D 1/e X 2-3/4"PFH ELCO OR fTW CONCRETE SCREW STEEL i .• ��` � o m m E 81 FLUSHBOLT RETAINER ALUM MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI CONCRETE 82 FLUSHBOLT RETAINER ALUM ',//�../ETT I I ````mo z>m o 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 $N.,_ 83 FLUSHBOLT ROD STEEL g o F 1/ X 1-1/7'PFH WOOD SCREW STEEL 88 2X REINFORCEMENT SG>=0.55 WOOD o E I m m d G 1/4"X 3-3/4"PFH ELCO OR TT1M CONCRETE SCREW STEEL H 3/16"x 3-1/4"PFH ITW CONCRETE SCREW STEEL pn E in, -4 t m m LL.0 T in I 1/4"X 1-3/4"PFH ELCO OR TTW CONCRETE SCREW STEEL 4 6 K #9 X 2-1/2"PPH WOOD SCREW STEEL C a o L #10 X 2-1/7'PFH WOOD SCREW(1.15'MIN.EMBEDMENT) STEEL o f4 M 3/16"X 2-1/4"TTW CONCRETE SCREW STEEL N 3/16"X 2-3/4"flW CONCRETE SCREW STEEL • P 1/4"X 2-1/4"PFH ELCO CONCRETE SCREW STEEL r_., 1 POLY FIBER JAMB COMP./VINYL oW u) 2 FINGER JOINTED PINE FRAME WOOD zo w 7 WEATHERSTRIP FOAM c� } e 8 DOOR BOTTOM SWEEP VINYL 9 4"X 4"BUTT HINGE STEEL O FE m o LU w 11 #9 X 3/4"PFH WOOD SCREW STEEL aa3 d m ai 22 3 POINT'TONGUE'MULTIPOINT LOCKSET(Mfg.BY HOPPE) STEEL 0' o B 23 MULTIPOINT STRIKE PLATE(TONGUE SYSTEM) STEEL o • 25 LATCH AND DEADBOLTSTRIKE PLATE(TONGUE SYSTEM) STEEL oa til Er 27 LATCH STRIKE PLATE STEEL °• 28 DEADBOLT STRIKE PLATE(SECURITY) STEEL "0- E 29 ADA THRESHOLD ALUM ' m 0 30 OUTSWING 11-IRESHOLD ALUM/WOOD 31 OUTSWING THRESHOLD ALUM/WOOD nv L' 32 OUTSWING THRESHOLD ALUM/WOOD 00 H 33 OUTSWING THRESHOLD ALUM/COMP w o 3• 4 OUTSWING THRESHOLD ALUM/WOOD _ n 35 OUTSWING SIDELITE ADAPTER VINYL t n Z 36 INSWING THRESHOLD ALUM/COMPo- 00 • 37 INSWING THRESHOLD ALUM/WOOD $ 38 INSWING THRESHOLD ALUM/COMP a a o ..'t 39 INSWING SIDELITE ADAPTER VINYL O. 40 DOOR PANEL-SEE DOOR PANEL DETAIL SHEET FOR �) r. - CONSTRUCTION DETAILS N aLI z 50 SIDEUTEPANEL-SEESIDELFTEPANELDETAILSHEETFOR ,. '" m CONSTRUCTION DETAILS z 55 #10X1-1/7'PFH SCREW STEEL N -z a° 57 BACKING PLATE STEEL o+T 02/16/12 2 E 58 #8 X 2"PFH WS STEEL sum N.T.S. • 60 MULTIPOINT STRIKE PLATE STEEL DWG.BY: Jr, mm s 62 ENDURA TRIENNIUM 3000 LOCK ASSEMBLY STEEL cm.In: LFS 3 1 65 DLP ASTRAGAL ALUM DRAWING No.: w s" FL-15210.6 - n0 %MEET 19 of 19 0 ‘..9°-