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HomeMy WebLinkAboutProduct Approval "Julf" `. ' .PL.d EXTERIORS "Building Our Quality Reputation One Customer At A Time SCC131150472 Property Information Building Information Owner: ESTRELLA COLOMA Wind Zone: 170 MPH. Address: 418 WILLOWS AVE Exposure Category: C PSL,FL 34952 Minimum Building Dimension: 39 ft. Mean Roof Height: 12 ft. Risk Category: II Design Pressure Calculations 1=1 Device Device IFDevice Max Positive [�ax Negative Zone Width(in)-IF Height(in) Elevation(ft) Pressure(psf) ssure(psf) 1 Int 37 81 7 36.0 -39.2 2 Int 36 61 7 36.8 -40.0 .................- -....--- ._................._.. __..._.-- - -- -- -- - --._._.. 3 Int 36 61 7 36.8 -40.0 4 Int 36 _ 61 7 36.8 -40.0 5 Int 36 37 7 37.8 -41.0 _._.. ----- _ _. ____._ .........___.--- ....... .......- - ...... .--- -----_ _....... ..._..-- 6 Int 36 37 7 37.8 41.0 .. ..............-- . ....... ..------ - -- 7 Int 52 36 7 37.2 -40.4 8 Int 52 36 7 37.2 -40.4 _ _ - _ - _ -- ___.... ........ .. 9 Int 52 36 7 37.2 40.4 ---- -- __ ---- _. .._...... ...- - 10 Int 52 37 7 37.1 -40.3 11 Int 36 37 7 37.8 -41.0 . - . _._..._..........-----..............................------ ..... -.........._...._.... ._ -- -..._.... --- .._.........._.. 12 Int 36 61 7 36.8 -40.0 13 Int 36 61 7 36.8 -40.0 14 Int 36 61 7 36.8 -40.0 ...._............._._. -................- -._....----- - . . 15 Int 36 61 7 36.8 -40.0 16 End 95 79 7 33.7 -42.5 17 End 52 37 7 37.1 -49.2 18 Int 37 81 7 36.0 -39.2 19 Int 73 37 7 36.3 -39.5 Prepared in accordance with:ASCE 7-10,Chapter 30. Wind Loads-Components and Cladding.6th Edition(2017)Florida Building Code. Page I of 1 ill"IN Mine L, owx A FLOOR PLAN WITH OPENING IDENTIFICATION SHOULD BE PROVIDED WITH THIS SHEET Definition of Comer Zone-10%of least horizontal dimension or 40%of the mean roof height,whichever is smaller,but not less than 4%of least horizontal dimension or 3 ft. OPENING (Location) IS THIS A PRODUCT PRODUCT APPROVAL REQUIRED OPENING MAXIMU ROUGH MULTIPLE ARE GLAZING APPROVED PRESSURE RATING DESIGN PRESSURE M WINDOW LOCATION Corner Zone WINDOW TYPE ACCEPTANCE TESTED OPENING SHUTTERS NUMBER or Interior OR DOOR NUMBER + PSF ( ) (-)PSF DIMENSIONS MULLION REQ Y/N ( ) (-)PSF + PSF SIZE REQ Y/N/NA 1 Int Door I"Lami IG FL 15210.4 75 75 36.0 -39.2 37.5x" 37x81 No No 2 Int Window 7/8"Lami lG FL15780.8 55 65 36.8 -40.0 54x76.5 36x61 YES No 3 Int Window 7/8"Lami 1G FL15780.8 55 65 36.8 -40.0 54x76.5 36x61 YES No 4 Int Window 7/8"LamilG FL15780.8 55 65 36.8 -40.0 54x76.5 36x61 YES No 5 Int Window 7/8"Lami lG FL15780.8 55 65 37.8 -41.0 54x76.5 36x37 YES No 6 Int Window 7/8"LamilG FL15780.8 55 65 37.8 -41.0 54x76.5 3607 YES No 7 Int Window 7/8"Lami 1G FL15781.11 55 60 37.2 -40.4 73 x 63 52x36 No No 8 Int Window 7/8"LamilG FL15781.11 55 60 37.2 -40.4 73 x 63 5206 No No 9 Int Window 7/8"Lami lG FL15781.11 55 60 37.2 -40.4 73x63 5206 No No 10 Int Window 718"Lami IG FL15780.8 55 65 37.1 -40.3 54 x 76.5 52x37 No No 11 Int Window 7/8"Lami lG FL15780.8 55 65 37.8 -41.0 54x76.5 3607 No No 12 Int Window 718"Lami IG FL15780.8 55 65 36.8 -40.0 54 x 76.5 36x61 YES No 13 Int Window 7'8"Lami IG FL15780.8 55 65 36.8 -40.0 54 x 76.5 36x61 YES No 14 Int Window 7/8"Lami lG FL15780.8 55 65 36.8 -40.0 54x76.5 36x61 YES No 15 Int Window 7/8"LamilG FL15780.8 55 65 36.8 -40.0 54x76.5 36x61 YES No 16 End Door I"Lami IG FL11103.1 60 60 33.7 -42.5 96 x 96 95x79 No No 17 End Window 7'8"Lami IG FL15780.8 55 65 37.1 -49.2 54 x 76.5 52x37 No No 18 Int Door Solid FL15210.1 75 75 36.0 -39.2 37.5 x" 37x81 No No 19 Int Window 7/8"LamilG FL15781.11 55 60 36.3 -39.5 73 x 63 73x37 No No i Florida Building Code Online M BCIS Home i Log In User Registration C Hot Topics Submit Surcharge Stats&Facts Publications !• FBC Staff BCIS Site Maps Links Search Florida /{� ') )Product Approval 1 USER:Public User _Product Anoroval Menu>Application Detail l FL# FL15210-R6 Application Type Revision Cade Version 2017 Application Status Approved .: . Comments Archived ❑ � rProduct Manufacturer PlastpYrigt anya Plastics Corp. s Address/Phone/Email 5200 Y BLVD. LOS AA 90045 (440) Ext16 s.. _ rickw@sultants.com }f Authorized Signature Vivian9 rickw@rwbldgconsultants.com �. Technical Representative Scott Johnson z_ Address/Phone/Email 5200 W Century Blvd. Los Angeles,CA 90045 (440)969 9773 Ext 18 scottjohnson@plastproinc.com tr ` Quality Assurance Representative Ron O'Connell rvE� Address/Phone/Email 5200 W Century Blvd. Los Angeles,CA 90045 '= (440)969-9773 Ext 16 n ronoconnell@plastpro.com Category Exterior Doors # Subcategory Swinging Exterior Door Assemblies <r Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer µ;. ❑ Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed the Lyndon F. Schmidt, P.E. Evaluation Report a Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute 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 Independence,pdf Referenced Standard and Year(of Standard) Standard Year ASTM D1929 1996 ASTM D2843 1999 � tl https:Hfloridabuilding.org/pr/pr_app_otl.aspx?pararn vGEVXQwtDgv3yVVKJZIQRCFPqu8gbCgpaL%2fcMd8xBvDdrXKxpoHIdA°/a3d/3d[I/3/20182:16:32PM] Florida Building Code Online ASTM D635 1998 ASTM D638 2003 s ASTM E1300 2004 ASTM E84 2005 ASTM G26 1995 G 155 2005 TAS 201, 202, 203 1994 Equivalence of Product Standards " Certified By Florida Licensed Professional Engineer or Architect FL15210 R6 Eauiv (a) Equivalency of Standards dmf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/13/2017 Date Validated 09/18/2017 Date Pending FBC Approval 09/20/2017 Date Approved 12/12/2017 r .m nx� Suary mm �of Produc If FL# °«. Model;Numberor Name Descripti'on's 15210.1 a. Smooth/Wood Grain/White Wood 6'8"Impact"Opaque Fiberglass Single Door- Grain/Rustic/Mahogany Series O Inswing/Outswing (X-Configuration) � Fiberglass Door Limits of Use Installation t on Instructions Approved for use in HVHZ:Yes FLIS210 R6 II (b) Inst 15210.1.odf 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 15210.1 for Design Pressure Ratings,any FL15210 R6 AE (b) Eval 15210.1.Rdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.2 b.Smooth/Wood Grain/White Wood 6'8"Impact"Opaque Fiberglass Single Door with Sidelite or Grain/Rustic/Mahogany Series O Sidelites-Inswing/Outswing (OX or X0; OXO-Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes _FL15210 R6 II (b) Inst 15210.2,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 15210.2 for Design Pressure Ratings,any FL15210 R6 AE (b) Eval 15210.2;ndf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars: 15210.3 c. Smooth/Wood Grain/White Wood 6'8"Impact" Opaque Fiberglass Double Door with or without Grain/Rustic/Mahogany Series 0 Sidelites-Inswing/Outswing (XX; OXXO-Configurations) i " Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R6 II (b) Inst 15210.3 Ddf 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 15210.3 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 particulars. 15210.4 d. Smooth/Wood Grain/White Wood 6'8 "Impact"Glazed Fiberglass Single Door-Inswing/Outswing Grain/Rustic/Mahogany Series O (X-Configuration) Fiberglass Door https://floridabuilding.org/pr/pr_app_dtl.aspx7param=wGEVXQwtDgv3yVVKJZIQRCFPqu8gbCgpaL%2fcMd8xBvDdrXKxpoHIdA%3d%3d[1/3/2018 2:16:32 PM] Florida Building Code Online Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R6 1I (b)Inst 15210 4 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 15210.4 for Design Pressure Ratings,any FL15210 R6 AE (h) val 15 0.4.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes articulars. 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) Fiberglass Door Y Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R6 II (b)Inst 15210.5.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 15210.5 for Design Pressure Ratings,any FLIS210 R6 AE (b) Eva] 15210.5.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.6 f. Smooth/Wood Grain/White Wood 6'8"Impact" Glazed Fiberglass Double Door with or without Grain/Rustic/Mahogany Series 0 Sidelites—Inswing/Outswing (XX; OXXO-Configurations) Fiberglass Door >, Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R6 II (12) Inst 15210.6.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 15210.6 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 particulars. 15210.7 g. Smooth/Wood Grain/White Wood 8'0"Impact"Glazed Fiberglass Single Door-Outswing(X- Grain/Rustic/Mahogany Series 0 Configuration) Fiberglass Door Limits of Use Installation Instructions a.- Approved for use in HVHZ:Yes FL15210 R6 II (b) Inst 15210.7 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 15210.7 for Design Pressure Ratings, any FL15210 R6 AE (b) Eval 15210.7.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.8 h. Smooth/Wood Grain/White Wood 8'0"Impact"Glazed Fiberglass Single Door with Sidelite or Grain/Rustic/Mahogany Series O. Sidelites-Outswing(OX or X0; OXO-Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes _FL15210 R6 II (b) Inst 15 10.8.pdf Approved for use outside HVHZ:Yes Verifled-.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 15210.8 for Design Pressure Ratings, any FL15210 R6 AE (b) Eval 15210.8.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.9 i. Smooth/Wood Grain/White Wood 8'0"Impact"Glazed Fiberglass Double Door with or without Grain/Rustic/Mahogany Series O Sidelites-Outswing (XX; OXXO-Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R6 II (p) Inst 15210.9.ndf 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 15210.9 for Design Pressure Ratings, any FL15210 R6 AE (b) Eval 15210.9.pdf_ additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.10 j. Smooth/Wood Grain/White Wood 8'0"Impact" Opaque Fiberglass Single Door-Outswing (X- Grain/Rustic/Mahogany Series O Configuration) Fiberglass Door https://f oridabuilding.org/pr/pr_app_dtl.aspx?param=wGEV XQwtDgv3y V V KJZ 1 QRCFPqu8gbCgpaL%2fcMd8xBvDdrXKxpoHIdA%3d%3d[1/3/2018 2:16:32 PMI 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 FL15210 R6 A (b) Eval 15210,10-Of 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-OutswingOX or XO. OXO- Configurations) ( fgurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R6 II (b)1nst1S210.11.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes _. Design Pressure: N/A Evaluation Reports i Other: See INST 15210.11 for Design Pressure Ratings, any FL15210 R6 AE (b) Eval 15210 11 Pdf ! a. additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. —� 15210.12 I. Smooth/Wood Grain/White Wood 8'0 "Impact"Opaque Fiberglass Double Door with or without Grain/Rustic/Mahogany Series O Sidelites-Outswing (XX; OXXO-Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use.in HVHZ:Yes FL15210 R6 II (b)Inc 15 10 1 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 15210.12 for Design Pressure Ratings,any FLIS210 R6 AE (b) Eval 15210 12 pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes .� particulars. " 15210.13 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) Fiberglass Door s ` Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R6 II (b)Inst 15210 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 FL15210 R6 AE (b) Eval 15210.13.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.14 n. Smooth/Wood Grain/White Wood 8'0 "Impact"Opaque Fiberglass Double Door with Surface Bolts Grain/Rustic/Mahogany Series O on Active Door panel-Outswing (XX-Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes _FL15210 R6 II (b) Inst 15 10.14.ndf 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 15210.14 for Design Pressure Ratings,any FL15210 R6 AE (b) Eval 15210.14 pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. * 15210.15 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) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R6 II (Ib) Inst 15210 15 Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant:Yes Created by Independent Third Party: Yes e< Design Pressure: N/A Evaluation Reports Other: See INST 15210.15 for Design Pressure Ratings,any FL15210 R6 AE (b) Eval 15210.15.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. MM RM �y https:Hfloridabuilding.org/pr/pi_app_dtl.aspx?paramwGEV XQwtDgv3y V VKJZ I QRCFPqu8gbCgpaL%2fcMd8xBvDdrXKxpoHldA%3d%3d[1/3/2018 2:16:32 PM] Florida Building Code Online Contact Us:;2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 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: 9, echecY. Credit Card x Safe https://floridabuilding.org/pr/pr_app_dtl.aspx?param=vGEVXQwtDgv3y V V KJZ I QRCFPqu8gbCgpaL%2fcMd8xBvDdrXKxpoHIdA%a3 d/3d[1/3/2018 2:16:32 PMJ R R W Building Consultants, Inc. WB Consulting and Engineering Services for the Building Industry C P.O.Box 230 Valrico,Fl,33595 Phone 8 13,659.9197 Florida Board of Professional Engineers Certificate of Authorization No.9813 t 'Product Evaluadon-Reporl epor5210.4 Date: A tign#, Product Sub Category Manufacturer ro uct ame Category Swinging Plastpro,Inc. Smooth/Wood Grain I White Wood Grain Exterior Exterior Door 6200 W.Century Blvd. Rustic I 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 I D 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 herein. 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, 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.I. 5. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15210.4 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 infiltration 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 ed awing-FL-1.5210.4 for size and design pressure limitations. uppo ing c 1. Test Report No. Test Standard Testing Laboratory Signed by TEL 01390365 TAS 201-94,202-94&TAS 203-94 Testing 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.Doidan,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 PVI3 Interlayer(Eastman Chemical Company) 16-0314.11 Royal Mouldings(Ext.PVC) 3. Drawing No. Prepared �apSigned&Seated b No.FL-15210.4 RW Building Consultants,Inc.(CA#9813) G H 1111131A,04�, Lyndon F.Schmidt,P.E. 4. Calculations _red b Signed&Sealed by Prepared %`� \"*..* or_ivcz"-� , , Anchoring RW Building Consultants,Inc.(CA#9813) Lyndon F.Schmidt,P.E. ASTM E 1300 Glass Load Lyndon F.Schmidt,P.E. f!o /-.s 4.o 9 % 41 5. Quality Assurance STATE 0* A, 'o" .4 0 R Lyndon F.Schmidt,P.E. FL PE No.43409 N 0 9118/2017 Sheet 1 of 1 P lastpro :�. •• ..a.. 5200 W. CENTURY BLVD. LOS ANGELES, CA 90045 — ...... ••• .... ;>M. �FR OVERALL //////rr rnrr%��� i om o Smooth / Wood Grain / White Wood Grain WIDTH r N _ Rustic /Mahogany f z 4 o Em omni a LL >? N° �4tm Series O Fiberglass Door 9 LL< m a a LL INSWING/OUTSWING °Z "IMPACT" IZ W GENERAL NOTES Z o Wz 1. This product has been evaluated and is in compliance with the 6th Edition(2017)Florida Building o o Code (FBC)structural requirements including the"High Velocity Hurricane Zone"(HVHZ). ? 10 zo o 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to basew �g m D = W �V W J material shall be beyond wall dressing or stucco. i W �W JW 3. When used in the"HVHZ"this product complies with Section 1626 of the Florida Building Code and a a K o< i does not require an impact resistant covering. o a & < D 4. When used in areas outside of the"HVHT'requiring wind bome debris protection,this product o complies with FBC Sections 1609.1.2&R301.2.1.2 and does not require an impact resistant covering. O p ��>M- This$ product meets missile level'D"and includes Wind Zone 4 as defined in ASTM E 1996 and FBC b = E Sections 1609.1.2.2&R301.2.1.2.1. co 4 5. For 2x stud construction,anchoring of these units shall be the same as that shown for 2x buck masonry _^ construction. $$ 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a w w o licensed engineer or registered architect. LO in 7. Outswing configurations meet water infiltration requirements for"HVHT'.All other configurations do 0 0 e not meet the water infiltration requirements for the"HVHT'and must be installed only in norr-habitable a g areas or at habitable locations protected by an overhang or canopy such that the angle between $ J the edge of canopy or overhang to sill is less than 45 degrees. n 3 TABLE OF CONTENTS n o z SHEET# DESCRIPTION SHEET# DESCRIPTION M m 1 Typical Hevations,Design Pressures&General Notes 8 Horizontal&Vertical Cross Sections(Direct to Masonry) MAX DESIGN PRESSURE(RSA a z v i 2 Door Panel Details 9 3-point lock details CONFIGURATION FRAME Dn,E 02 16112 3 Lite frame details and glazing details 10 3-point lock detailsDIMENSION POSITIVE NEGATIVE;' s o 4 Horizontal&Vertical Cross Sections 2X Buck 11 Buck and frame anchorin N.T.S. ( ) g x 37.5"x B2.o" +75.0 -75.0 BY.. 5 Horizontal&Vertical Cross Sections(1X Buck) 12 Components CHK BW: LFS 3 e 6 Horizontal&Vertical Cross Sections(Direct to Masonry) 13 Bill of materials DRAWING NO.: 7 Vertical Cross Sections(Thresholds) e e s & r h r wa a an i e me esrgn pressure rmi atrons FL-15210.4 N n 0 S. 1 OF 13 N O Q - c 07 G1 G2 TOP RAIL .�: 0.4" EXTERIOR 0.4 (COMP.) Z 4•,••O� INTERIOR Inti z o m z CAP(PVC) a v 0 x Z 4 (PVC) LATCH STILE(LVL) E z m°m v CAPPVC HINGE STILE(LVL) 1 HORIZONTAL CROSS SECTION V` a m o 4 t w oa oa ` a c 0 16 E mz °.• cw •p• 0 3`a d ..... .:: NHARDWiiRETABfE o 35.75'DOOR WIDTH Y, MANUFACNRER MODEL MAX DESIGN — o zo PRESSURE:: �� .... .. 0 2 KWIKSEf KNOB: SIGNATURE SERIES + C') Eno a u 2 D 0 T: 51 N lU 1 75 G2 am o SCHLAGE KNOB: "F SERIES(F51) +75 C g DEADBOLT: "B"SERIES(B60/62) of o R�`-�`�'��-�138''S[•I)t ?•.� INTERIOR EXTERIOR a a g PAMEX DEADBOLT: FD7 SERIES ±75 'i m o // U 2. HOPPE MULTIPOINT LOCK HLS90003-POINT TONGUE ±50 aT n� g ' h V ENDURA MULTIPOINT LOCK TRILENNIUM3000(3-PT) +75 q 2 X o z § p See sheets 6 and 7 for multipoint lock details. w�' • '�' Ln 2j SEE 2 ro�n Tn SEE HARDWARE FIBERGLASS SKIN •• o�o e ^ / TABLE (0.125'MIN.THK.) °'• FOAM CORE i SEE HARDWARE (POLYURETHANE- ,•,•y ^ TABLE 1.9 PCF MIN.) N a F rn BOTTOM RAIL rNO.: 12 i S.(COMP.) FS2 VERTICAL CROSS SECTION w.# 2 0.4 13 G 24.27'MAX. `�,�_• tJ ii m FRAME WIDTH O: 5/8"GLASS BITE �• •'•�'� vmi 20.50"MAX. D.L.O.WIDTH A$ STRUCTURALSILICINE(DOW 9951 =U: * DCT. �Ni7 i F':O��i m I"OVERALL GLASS THK. V"• 0', a ro U 1/8"ANNEALED GLASS r 1.86" N 1.86" %� •.,• y`� ?>n o O 0.='SAFLEX®PVB ))) ���� 11f S`�,` o n a0 i INTERLAYER } N 3 xZa = 1/8"ANNEALEDGLASS I ED m o S # AIR SPACE V pU3 0 u°a 5 6 0`a 0 I 1/8"TEMPEREDGLASS c Na ma\\am LL J ~ LL l� o ) ALUMINUM SPACER A3 EXL FRAME A4 INF.FRAME ; a= X 4Q NON STRUCTURAL SEALANT mw A4 #'19 X 1314"PPH SELF-0RILUNG SMS S d Gl GLAZING DETAIL INT. En Of cu EL W 2 s 11fEFRAMETfIBLE w qQ� 4.25" I I :MAX DESIGN: a m P� MANUFA..CTURER ................_............ ;F.RESS,URE; 3 .c ODL LITE FRAME ODL ±75 � o 24"MAX a a oFRAME WIDTH RSL ±60 y y} o 20.75'MAX. m D.L.O.WIDTH E 1�V UN N EXT. N tv O 1/7'GLASS BRE d d z x JSTRUI w w o N 1-1/4'"OVERALL THK.GLASS TURAL SILICINE(DOW 995) Ln w Q d w O 1/B"ANNEALED GLASS o _ = 0.090'SAFLEX®PVB O 6 INTERLAYER 1.59 �a a LL o (NP'( 1/8"ANNEALEDGLASS g p � � 1.06" y AIR SPACE c o N m Q 1/8"TEMPERED GLASS ^ o 0 0 4,d 1/2"NON-GROOVE SWIGGLE "''z o w/DELCHEM#80POLYSULFlDE 1S' DAM02 16 12 0 a 1!8"BACKFILL A6 scA N.T.S. — #10 X 1-3/4"PPH WOOD SCREW Dom.BY, JK m EXi FRAME INi FRAME SCREW CAP 3 INT G2 GLAZING DETAIL A5 A6 A7 auc ar: LFS a!Q 4DRAWING NO.: [TYP) N UTE FRAME Fl—15210.4 RSL N 5 SHM 3 or 13 !A 0 4 R:\Clients\PlasVm,Inc PERMANENT\A-Florida Product Approvals\PL-15210 HVHZ Fl6erglass-Impact Opaque and Glazed\C-DraWngs\R-15210(2017)\FL-15210.1-6.dwg,4.4 A �3 0 vZ m A OSO n ° Is. e. N � �Q s y r r ° n Q Co W OD P—•n Acob �• ,rn .p Z C7 Q V Z' A 14 O N Z X A W VN v H w p A N .Zy V W A W M M 0 0 0 ODA OD N P N Cn J4 Lz 1/1 �O r y N LL r— V �O N n 0 l0 ca Z � 8 v ° ° , P v • A M ? m MM a 0 0- g a . ms ° s� °n v 0 M O ° a 70 r c ° `t1t111 111111// 0.15'C-SINK n `'\��oCFII�//�///�i �P) 1-1/4"MIN. � _:�� V.•JGBNBF''•1• �� EMB (NP� p No.a3409 Q PRODUCT: Dxamante Prepared :'� 8 PLASTPRO INC. Lyndon F. Schmidt ��i .OR10�,'C9``��` I N FIBERGLASS DOOR P.E. No. 43409 i////,ONA�,�`��� I� Ln zo Z /rrnlltt1155 2 7 24 17 UPDATE TO 8TH ED. 2017 FBC JK PART OR ASSEMBLY: //l���z��BUILDING CONSULTANTS, INC. Io in 1 3 9 15 UPDATE TO 5TH ED. 2014 FBC JK J l.-1/I/ P.O. Box 230, Valrieo, FL 33595 w a rt NO DATE BY HORIZONTAL do VERTICAL VY Phone No.: 813.659.9197 REVISIONS CROSS SECTIONS (2X BUCK) FBPE C.A. No. 9813 ®2016 R.W.9111E DIN.CONSULTANT.INC. R:\Cients\Plastpm,InC PERMANENT\A-Florida Product Approvals\FL-15210 HVHZ Fiberglass-Impact Opaque and Glazed\C-Drawings\FL-15210(2017)\FL-15210.1-6.dwg,5.4 M d ° d rr D OST N -�3 ,E p z? X tl] H N N V � 3 o O z 22 0 0 N N 09 T v FL O N °Ep .4 a Or A ci A.�� �? a el. N o � a Z e ° a V. a rn IM M � g n aw „ o�� 0Xr� o Ix m a] z M 0 °v N 1.1/4"MIN. r EMB.(TYP.) No.43409 PRODUCT: B.—..nt.Prop.PLASTPRO INC. E � FIBERGLASS DOOR Lyndon E. No F43409 Schmidt ''' s��IVA1D.`�O�```� IT y pl 2 7 24 17 UPDATE TO 6TH ED. 2017 FBC JK PAfiT OR ASSEMBLY: m(�'�/�BUILDING CONSULTANTS, INC. IC) X, N 1 3 9 f5 UPDATE TO 5TH ED. 2014 FBC JK t/V UI/ P.O. Box 230, Vairl.o, FL 33595 U+ A tJ NO DATE BY HORIZONTAL & VERTICAL l YY Phone No.: 813.659.9197 REVISIONS CROSS SECTIONS (IX BUCK) FBPE C.A. No. 9813 02016 R.W.BUILDING CON6OLTANTB INC. R:\Olents\Plastpm,Inc PERMANENT\A-Rorlda Product Approvals\FL-15210 HVHZ Fiberglass-Impact Opaque and Glated\C-Drawings\FL-15210(2017)\FL-15210.1-6.dwg,6.4 � v m A a lYY d° d mop w N � �o A o� f0�N ty*1 V z A_ O N cy�0 0 (040 m SO+_ 3 O � m'• 0 V 070 m A z 3 y T a < o Z ° T v T M A � a Oo m ° �t7n o a A p° r o�C7 o AO ?.�CSI N y v v Z m A_ iTl N 1-1 l4•'MIN. ```�1N 1 t I I I N77jT Q PRODUCT: Documents Prep—d F� rte]o PIASTPRO INC. Lyndon F. Schmid! IO1 I N FIBERGLASS DOOR P.E. No. 43409 ���iSs�011VAL1 ���� w N r y p1 2 7 24 17 UPDATE TO 6TH ED. 2017 FBC JK PART OR ASSEMBLY: BUILDING CONSULTANTS, INC. o � U1 1 3 9 15 UPDATE TO 5TH ED. 2014 FC JK Box 230, Valrico, FL 33595 I5+ N NO DATE JK HORIZONTA & VERTICAL CROSS �v++ phone No.: 813.659.9197 REVISIONS SECTIONS (DIRECT TO MASONRY) FSPE C.A. No. 9813 0 201 6 R.W.E1111L -Co...--.INo. R:\Ments\Plastpro,Inc PERMANENI\A-Florida Product Approvals\FL-15210 HVHZ Fiberglass-Impact Opaque and Glazed\C-Dmwings\FL-15210(2D17)\FL-15210.1-6.dw9,7.4 M M ° v � Om 0 70 p o N 7 rn Z vv O v. CA A � O Q W M o W W o v m D m C- 0� �A ° D" D O� D 70 ° O C T D O O ° m Z e. M M 1-1/4"MIN. EMB.(TYP.) °D 0 D ° m D M p ra f7 D ° o rn ° rn D O Z ° D Go Z ° > M M v a 111"C"SH F, ?Nips/ ucFte1R' No 43409 - � � Q PRooucr: DaaDmeSte Prepared 9y:� • PLASTPRO INC. Lyndon F. Schmidt ��i,.lL IV 1 N FIBERGLASS DOOR P.E. No. 43409 I' y p1 2 7 24 17 UPDATE TO 6TH ED. 2017 FBC JK PART OR ASSEMBLY: BUILDING CONSULTANTS, INC. IO i J 9 15 UPDATE TO 5TH ED. 2014 FRO JK P.O. Box 230, Valrlco, FL 33595 �+ �- ro NO DATE BY SECTVERTICAL CROSS DS) Phone No.: 813.659.9197 REVISIONS FEPL -jE C.A. No. 9813 ®201 6 R.W.BUILDING CaNB11LTANiB INC. R:\Clients\Mastpm,Inc PERMANENT\A-Florida Product Approvals\FL-15210 WH2 Floerglass-Impact Opaque and Glazed\C-Drawings\FL-15210(2017pFL-15210.1.6.dwg,8.4 F. T m z MAX. 1.25' �O Q MIN. 0' for•- �"1-� ° eyrt m N 1 3 n Q Oo m 0 $ Z $ -1/4'MIN. m 4 a EMB.)TYP.) O m ,� O A yo= O 0 A 08 �g oo 4. O T 1.25' Q 0 MIN. A Z z 2.25' c I.5'MAX. 0D W 1.S' 4 MAX. O= CUri O 2 0 La (01 o p MIN. :3 Z 7A y ¢0 D n 91 —O O T 3 Z aoo v z C m 1-1/4'MIN. $ y EMB.)TYP.) 0 y $0 A ? n O 0 d�N I0 Cn A o�zr1 Z N $ Cr Z Oo A c,� Q j. N y y �0,� 7 A Z �o p to �: MIN. pU111Nry 39 n zL 4.2S' 0 1.5"MAX. 0 / No.43409 — Z G * •fi 7k 9_ - PRODUCT: Daou—ta Prepared Lyndon F. Schmidt •(� •.. -t FIBERGLASS DOOR P.E. No. 43409 "7,' YONALtN`l'l 10) Uk 2 7 24 17 UPDATE TO 8TH ED. 2017 FBC JK PART OR ASSEMBLY: BUILDING CONSULTANTS, INC. Ip 'ri X y 1 3 9 15 UPDATE TO 5TH ED. 2014 FEC JK P.O. Box 230, Valrlco, FL 33395 0+ 4 t� NO DATE BY HORIZONTAL & VERTICAL vv YY Phana No.: 813.659.9197 REVISIONS SEC77ONS (DIRECT TO MASONRY) FBPE C.A. No. 9813 02012 R.W.BUILDING LiaN9u LTANTfi INC. R:\Olents\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,9A D Z c D OVERALL HEIGHT - T. y HANDLE HEIGHT M O —1 O soa ,B� v c M G7 N N I Iy1 _N N o 3 O� OX O 4.63' G O r--3.63' � tlo � opo m w; OczZ O O T 5 �� O� Cb'A, O "•�i b 44 N a m = 8,87' -{ a � I m s �Tr�I X T 0 0 N m m Dy7 m (.)� m m K� >< n jp n n ]nC �O w 43.09" / No.43409 a S PRODUCT: Doeument,Pnporee By. ° N N FIBLASTPRO INC. LyndonS GLASSS DOOR P.E. No. 4340B Schmidt IO ORID `•:�```��� 2 7 24 77 UPDATE TO BTH ED. 2077 FBC JK PART OR ASSEMBLY: CQ� BUILDING CONSULTANTS, INC.�i IO x cn 1 3 9 75 UPDATE TD 5TH ED. 2014 FBC JK 3—POINT LOCK DETAILS VV P.O. Box 230, Valrlco, FL 33595 W 3` N NO DATE BY Phone No.: 813.859.9197 REVISIONS FBPE C.A. No. 9813 ®2012 R.W.BUILDING Ca N.ULTANTe INC. R:\Olents\Plastpro,Inc PERMANEWIA-Florida Product Approvals\FL-15210 HVHZ Fiberglass-Impact Opaque and Glazed\C-Drawings\FL-15210(2017)\FL-15210.1-6.dwg,10.4 O m 0z Z � m It N � X zIn y K 0 In co O 4f V 7C rpn 3 m O 24.25' 23.0" 15.0" GNo.43409 Q $ PRODUCT: Documents Prepared By: ••, PLASTPRO INC. P.E.Lyndon F Schmidt '�j�y •••• ORID�`��'Z4 to R N FIBERGLASS DOOR yyy7j��(dA�,1G.. o N ID' y 2 7 24 17 UPDATE 70 6TH ED. 2017 FBC JK PART OR ASSEMBLY: �Q /BUILDING CONSULTANTS, INC. Io Vl 1 3 9 15 UPDATE TO 5TH ED. 2014 FBC JK eJL I/�/ P.O. Box 230, Valrico• FL 33595 w ro NO DATE BY 3-POINT LOCK DETAILS Yv Phone No.: 813.659.9197 REVISIONS. F13PE C.A. No. 9813 2012 R.W.BUILDING CDNIaUL—NT6 INC. DIRECT TO MASONRY JAMB(TYP.) * (nP) UPS FE AMB P (SEE SHEET 8J �``QC,='y O't.� ° `` zoSEE HINL 2X BUCK o oNTYP.HEAD DETAIL i ° ez°o&JAMBS a G 1X BUCK J v =o 9 °w DIRECT TO o `a On 5tMASONRY7 b MASONRY a m aOPENING TYP.HEAD E `a&JAMBS a z X 0_ C O 2X BUCK 49/16"JAMB M U �o ocn w ~ 2X BUCK 6-9/16"JAMB ►� rn Iv ° DIRECT TO am p m MASONRY — JAMB(TYP_) � O Y (SEE SHEET 8) o m a a o ( ADA SILL >;m _ ONLY en en BUCKANCHORING STRIKEJAMB FRAME ANCHORING HINGE JAMB ww o Masonry construction rn 00 � rte„` ONCRETEANCHORNOM: DIRECTTO, ~~ C 1.Concrete anchor locationsat the comers maybe adjusted to maintain the mm. DIRECT TO Qo edge distance tomortar)onls. DIRECT TO MASONRY M as $ 2 Concrete anchor locations noted as IMAX ON CENTwmud be adjusted to M MASONRY NR ti molntc*1 the mfn.edge distance to mortarpirft additional concrefe axtwrs 281 X BUCK G n m Z ay be required to ensure the"MAX ON CENTER•dimension are Trot exceeded. G 1 X BUCK y 1 X BUCK G w i a 3.Concrete anchor fable 9 N O1 Q J 2X BUCK L MIN CLEARANCE MIN CLEARANCE 58 2X BUCK 2X BUCK L r.n '/INtrHORANCHOR MIN 2X BUCKri 11 TO MASONRY TO ADJACENT'i: m TYPE SRE EMBEDMEM; EDGE -i'ANCNOR 11 a'z Irry 1X BUCK DIRECTTO 11 —02116112 o TAITW we 1/a• 1a/a^ r a• M MASONRY 11 DIRECTTOD sr c• N.T.S. 9 Fa ° e 1/4^ 1-1/4• t• 4^ MASONRY G 1X BUCK m' � LTRACON oxc.er: JK m S TA CP ON' 3/tc• t•t/a^ AS SHOWN 1-1/r 27 58 2X BUCK �m': LFS f? WOOD SCREW INSTALIAnON NOTES: ORAFL Na- L I• LATCH 6 DEADBOLT DETAIL HINGE DETAIL HINGE DETAIL FL-15210.4 a s' Malntalnamfnhnum 5/8"edga distance,I•end drstaxe,61"o.a.spacing of InsvAng Outsvving a woodscrews to prevent the splitting of wood. sILEr 11 OF 13 5 - fie ' R:\Cnents\Plastpm,Inc PERMANENT\A-Florida Product Approvals\FL-15210 HVH2 Flberglaz-Impact Opaque and Glazed\C-0aw1ng5\FL-15210(2017)\F1--15210.1{.dwg,12.4 1.75" 1.25" a � N As—.15 Bc,, o Xm z z �I .25' .98" 1.75' eZn rim 0 go 0R c=i a ocl " sz sz 6 6 0 30 —0.65"- 1.25" .65" 1.25" 00 v0 a 6 � s N W lW � 0.93T .S' F---{— >e W F P m `IIIII1IIIf//// Schaf0�ii� / No.43409 $y ¢ 4 Doaumente Prepared yy IN !T N PRODUCT COMPONENTS DOOR P Ea NoF43409 idt • �� D N y [NO, 7 24 17 UPDATE 70 6TH ED. 2017 FBC JK PART OR ASSEMBLY: mVBUILDING CONSULTAANTS, INC. O A 3 9 15 UPDATE TO 5TH ED. 2014 FEC JK el t,l P.OBox 230, VDirieo, FL 33595 DATE BY COMPONENTS Dv Phone Na.: 813.659.9197 REVISIONS FBPE C.A. No. 9813 D ZD 1 2 R.W.BUILDING CcINEI—ANTS INC. # BILL OF MATERIALS REM Y DESCRIPTION MATERIA[ A IX BUCK SG>=0.55 WOOD ��4 z F;•'lo LL� B 2X BUCK SG>=0.55 WOOD IM SPACE co D 1/4"X 2-3/4HPFH ELCO OR ITW CONCRETE SCREW STEEL ��� TT* j%%�`` a°m i E MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI CONCRETE 0 N 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 G 3/16"X 3-1/4"PFH ITW CONCRETE SCREW STEEL \`Q�a t° S a`o a I 1/4"X 1-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL v d ."� m d a m J 1/4!'X 3.3/4"PFH ELCO OR ITW CONCRETE SCREW STEELIF � o CZ K 1/4"X2-1/4"ffWCONCRETE SCREW STEEL m . L #10 X 2-1/7'PFH WOOD SCREW(1.15'MIN.EMBEDMENT) STEEL M 3/16"X 2-1/4"ITW CONCRETE SCREW STEEL N 3/16'X 2-3/4"ITW CONCRETE SCREW STEEL P 1/4"X 2-1/4"PFH ELCO CONCRETE SCREW STEEL 1 POLY FIBER JAMB COMP./VINYL �o Q 2 FINGER JOINTED PINE FRAME WOOD �� w 7 WEATHERSTRIP FOAM �y e 8 DOOR BOTTOM SWEEP VINYL o 9 4'X 4"BUTT HINGE STEEL m y 11 #9 X 3/4"PFH WOOD SCREW STEEL < m 22 3 POINT'TONGUE"MULTIPOINT LOCKSET(Mfg.BY HOPPE) STEL �I 0 23 MULTIPOINT STRIKE PLATE(TONGUE SYSTEM) STEL 25 LATCH AND DEADBOLT STRIKE PLATE(TONGUE SYSTEM) STEEL a a 27 LATCH STRIKE PLATE STEEL m 28 DEADBOLT STRIKE PLATE(SECURITY) STEEL E 29 ADA THRESHOLD ALUM 30 OUTSWING THRESHOLD ALUM/WOOD a E' 31 OUTSWING THRESHOLD ALUM/WOOD 32 OUTSWINGTHRESHOLD ALUM/WOOD NN V) 33 OUTSWING THRESHOLD ALUM/COMP w w o 34 OUTSWING THRESHOLD ALUM/WOOD D G 36 INSWING THRESHOLD ALUM/COMP 37 INSWING THRESHOLD ALUM/WOOD 38 INSWING THRESHOLD ALUM/COMP m12 g 40 DOOR PANEL-SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS - 4 � 2 u 55 #10 X 1-1/7'PFH SCREW STEEL 57 BACKING PLATE STEEL v rw 58 #8 X 7'PFH WS STEEL N < h a: 60 MULTIPOINT STRIKE PLATE STEEL m z 62 ENDURA TRILENNIUM 3000 LOCK ASSEMBLY STEL wic 02116112 n,,�• N.T.S_ 9 ?i DM W. JK mm s" CHL Br. LFSDRWNG NO- 3 ♦} FL-15210.4 N s o E sir13 or 13 N D t Florida Building Code Online Page 1 of 3 W- Z Lam, Al D- I s' 13- m 11� _ .;; ' tea. , SCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff SCIS Site Map Links Search ��Iifida *Product Approval `,,.,; USER:Public User 'htf d. Product Approval Menu>Product or Application Search>Application List>Application Detail 2r FL# FL15780-R7 - Application Type Revision Code Version 2017 Application Status Approved Comments Archived n Product Manufacturer Soft-Lite LLC Address/Phone/Email 10250 Philipp Parkway Streetsboro,OH 44241 (330)528-1136 PLa nga n@sok-lite.com Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Double Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 1'.1 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F.Schmidt,P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity Farabaugh Engineering and Testing,Inc Quality Assurance Contract Expiration Date 12/31/2018 Validated By Ryan J.King,P.E. 4� Validation Checklist-Hardcopy Received Certificate of Independence FL15780 R7 COI (a)Certificate of IndeDendence.odf Referenced Standard and Year(of Standard) Standard Year AAMA/W DMA/CSA 101/I.S.2/A440 2008 AAMA/W DMA/CSA 101/I.S.2/A440 2011 AAMA/W DMA/CSA101/I.S.2/A440 2005 ASTM E1886 2005 ASTM E1996 2006 ASTM E1996 2009 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgt3e 1 SA1nEO W... 1/3/2018 Florida Building Code Online Page 2 of 3 Product Approval Method Method 1 Option D Date Submitted 10/07/2017 Date Validated 10/11/2017 Date Pending FBC Approval 10/17/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Description 15780.1 a."Imperial LS DH12"Double Hung Extruded PVC Double Hung Window-(X/X Configuration) Window Limits of Use Installation Instructions Approved for use in HVHZ:No FL15780 R7 II (a)Inst 15780.1.odf Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15780.1 for Design Pressure Ratings,any FL15780 R7 AE (a)Eval 15780.1.13df additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15780.2 b."5400 DH54(G5405)"Double Extruded PVC Double Hung Window-(X/X Configuration) Hung Window Limits of Use Installation Instructions Approved for use in HVHZ:No FL15780 R7 iI (a)Inst 1.5780.2.1)df Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15780.2 for Design Pressure Ratings,any FL15780 R7 AE (a)Eval 15780.2.ndf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15780.3 c."5400 DH54(G5405)"Double Extruded PVC Double Hung Window-(X/X Configuration) Hung Window Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15780 R7 II (a)Inst 15780.3.0f 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 15780.3 for Design Pressure Ratings,any FL15780,.R7 AE b Eval_1.5780,3.odf additional use limitations,installation Instructions and Created by Independent Third Party:Yes product particulars. 15780.4 d."5300 DH53(G5305)"Double Extruded PVC Double Hung Window-(X/X Configuration) Hung Window Limits of Use Installation Instructions Approved for use in HVHZ:No FL15780 R7 II (a)Inst 15780.4.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15780.4 for Design Pressure Ratings,any FL15780 R7 AE (a)Eval 15780.4.odf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15780.5 e."5300 DH53(G5305)"Double Extruded PVC Double Hung Window-(X/X Configuration) Hung Window Limits of Use Installation Instructions Approved for use in HVHZ:No FL15780 R7 1I (a)Inst 15780.5.1)df 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 15780.5 for Design Pressure Ratings,any FL15780 R7 AE (b)Eval 15780.5.odf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15780.6 f.Series"Barcelona"Model"DH30I" Extruded PVC Double Hung"Impact"Window,Missile Level "C"-(X/X Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15780 R7 II (a)Inst 15780.6.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEV XQwtDgt3 e 1 SAInEO W... 1/3/2018 Florida Building Code Online Page 3 of 3 Design Pressure:N/A Evaluation Reports Other:See INST 15780.6 for Design Pressure Ratings,any FL15780 R7 AE (b)Eval 15780 5 odf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15780.7 g.Series"Barcelona"Models Extruded PVC Double Hung"Impact"Window,Missile Level "DH30I"&"DH30PI" "D"-(XIX Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No F1.1.5780.0 iI (a)Inst 1,9780.7.0 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 15780.7 for Design Pressure Ratings,any FL15780 R7 AE (b)Eval 15780 7 Ddf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particul rs. 15780.8 h.Series"Barcelona"Models Extruded PVC Double Hung"Impact"Window,High Velocity "DH30I"&"DH30PI" Hurricane Zone-(X/X Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15780 R7 II (a)Inst 15780 8 odf 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 15780.8 for Design Pressure Ratings,any FL15780.-.R7 AE b Eval.15780.8.Dd additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15780.9 i.Series"Barcelona"Models"DH30" Extruded PVC Double Hung"Non-Impact"Window-(X/X &"DH30P" Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15780 R7 II (a)Inst 15780 9 odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15780.9 for Design Pressure Ratings,any FL15780 R7 AE (a)Eval 15780.9.13df additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Copyright 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 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 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: a M eclat.. Credit Card Safe https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgt3e 1 SA1nEOW... 1/3/2018 R W 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 'Product / e// NN, j I!' l Product Sub Category Manufacturer Product Name Category Soft-Lite LLC "Barcelona" Windows Double Hung 10250 Philipp Parkway Model"DH301"&"DH30PI" Streetsboro,OH 44241 Double Hung Window (330)528-3400 "Impact" Scope: Product Evaluation report issued by R W Building Consultants, Inc.&Lyndon F.Schmidt, P.E.(System ID#1998)for Soft- Lite LLC.,based on Rule Chapter No.61 G20-3,Method 1 D 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 herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition(2017)Florida Building Code(FBC)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. 3. When used in"HVHZ",this product complies with Section 1626 of the FBC and does not require an impact resistant covering. 4. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x buck masonry construction. 5. Site conditions that deviate from the details of drawing FL-15780.8 require further engineering analysis by a licensed engineer or registered architect. 6.This product meets the water infiltration requirements for"HVHZ". 7. See drawing FL-15780.8 for size and design pressure limitations. Supporting Documen s: 1. Test Report No. Test Standard Testing Laboratory Signed by TEL 03001734 TAS 201,202&203-94 Testing Evaluation Lab., Inc. Lyndon F.Schmidt, P.E. 2. Miami Dade NOA Materials Testing 17-0712.04 Saflex®PVB Interlayer(Eastman Chemical Company) 15-0528.13 PVC Extrusions(Vision Extrusions Ltd.) 3. Drawinq No. Prepared by Signed&Sealed by No. FL-15780.8 RW Building Consultants, Inc.(CA#9813) Lyndon F.Schmidt, P.E. �glEggll669116�� 4 Calculations Prepared by Buck Anchoring RW Building Consultants, Inc.(.CA#9813) �� �d eem°� a ;i�����,� Syndon F.Schm dtb P.E. s ASTM E1300 Glass Load Lyndon F.Schmidt,P.E. �V G it N 5. Quality Assurance a No 4.3409 Certificate of Participation issued by Farabaugh Engineering and sus Testing, Inc,certifying that Soft-Lite LLC is manufacturing products o ' f within a quality assurance program that complies with ISO/IECSCAT ` e° 17020 and Guide 53. '° DpB®�� 8 9� pp� Lyndon F.Schmidt,P.E. FL PE No.43409 10/11/2017 Sheet 1 of 1 07, In "S "Windows (Do �;D z LL nrn Oft-Li te B _ ° .Bringing qualiV to light. , '"p �.` N -j 10250 Philipp Pa kway �� nn� 0 CS n'z° Streetsboro,Ohio 44241 m o d P o So �m0cw "BARCELONA" SEE CHART FOR SEE CHART FOR qv a v"iM m :0, FRAME SIZES FRAME SIZES 4 E o6 Model "DH301" and TH30PI" `_ E o T,IJ DOUBLE HUNG WINDOW o 3a "IMPACT' 3 Qz X �( 0 3 � " ' i` o zw GENERAL NOTES /,/ ~ s p ¢� l. This product has been evaluated and is in compliance with the 6th Edition(2017) Q o Florida Building Code(FBC)structural requirements including the"High Velocity Hurricane Zone"(HVHZ). w a a a 2. Product anchors shall be as listed and spaced as shown on details.Anchor H x X m embedment to base material shall be beyond wall dressing or stucco. i 3. When used in the"HVHT'this product complies with Section 1626 of the FBC and does not require an impact resistant covering. 4. For 2x stud framing construction,anchoring of these units shall be the some as that N shown for 2x buck masonry construction. Model"DH301" Model"DH30P1" iv 5. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. u 6. This product meets the water infiltration requirements for the"HVHT'. a a ° TABLE OF CONTENTS MAX' MAX GLASS DESIGN PRESSURE(PSF] SHEEN DESCRIPTION MODEL FRAME DLO z 1 Typical elevations,design pressures and general notes - DATE DIMENSfQN L1IMENSfON TYPE POSRIVE NEGATIVE 2 Horizontal cross sections "DH30P' 54.0"X 76.5" 46.25"x 33.875" G1 +55.0 -65.0 S 4/ 7 N.T.S. S 3 Horizontol cross sections ; 4 Vertical cross sections DWG,Erf: JK m 5 Buck and frame anchoring "DH30PI" 54.0"X 76.5" 46 25"x33.50" Gl +55.0 -65.0 CHH By. LFS ; x 6Components DRAWING No- rc 7 Components FL-15780.8 8 1 Bill of materials and glazing detail n u SHEET 1 OF 8 Q z R:\aients\Soft-Lite Permanent\A-Florida Product Approvals\FL-15780 Double Hung\C-Ormings\FL-15780(2017)\FL-15780.8-B.dwg,2 _ O 40 O 3 rel m CD.__.O S C H O O. 1 Q O 0 F. n N—• V A �c Do O 7n0 � Q to N N N D A to x x � .p 0 — 2 3 A N ❑ W '�\ �'�` A W OA ❑ m W m Go >o >o m 0 I0 y p O — n � m A 0 ❑ O O col � W 1 O z •o m m O A rxT1 r Z O 0 J0 N W m S= • a' O a — ,o n ❑ N 0 r NA ❑ A 0 ❑ W ❑ rmn "1 4J O m Tia a o o Z z w g _ G) m ao m0 V A 0 O � 0 0 \\\\\\U \ *-sCHMj ., No.43409 x i g PRODUCT: Documents Prepared By.^� SOF7-LITE WINDOWS Lyndon F. schmldt ��, •• Q�••������ IN I i P.E. No. 43409 �x"7sl01AL\p�\ P (n Z y PART OR ASSEMBLY:E; RW BUILDING CONSULTANTS, INC. IO 7C -• P.O. Boz 230, Valrieo, FL 33595 m m v NO DATE BY HORIZONTAL Phone No.: 813.859.9197 REVISIONS CROSS SECTIONS FBPE C.A. No. 9813 02017 R.W.BUILDING C-5—AN to INC. 1 R:\Clients\Soft-Lite Permanent\A-Florida Product Approvals\FL-15180 Double Hung\C-Drawings\FL-15780(2017)\FL-15780.6-B.dwg,3 A W 33 Z A Da a " m 0 'O v n � °z D F- El CIO W a = w oo � oo o� ❑ W A m z 22 Z o 0 M WW � D �A SgO 3O — nz �n ❑ a On 0 cc N Z W -M O -o D_ W O m gCWI No.43409 921 g PRODUCT: Documents Pmpa By:. �1 SOFT—LRE WINDOWS Lyndon F. Schmidt ?!�?��•' ` i P.E. No. 43409 ���i;4s�pyAltO�`. m -t 'p PART OR ASSEMBLY: �'/BUILDING CONSULTANTS. INC. Ico 0 >C In -� Box 230, Valrico• FL 33595 � `I NO DATE 8Y HORIZONTAL l V Phone No.: 813.859.9197 REVISIONS CROSS SECTIONS FBPE C.A. No. 9813 0 2017 R.W.6ui�ou+a COReu�igRle Ivc. • I,Clents\Soft-Ute Pennanent\A-Florida Product Approvals\FL-15780 Double Hung\C-Drawings\FL-15780(2017)\FL-15780.8-B.dwg,4 1-1/4'MIN. Y 1-I/4"MIN. EMB.(TYP.) EMB.UYP.) AA N O N m O m m n n 0 oo ° z o D Z I� 1 S T ' m 1-1/4"MIN. o. EMB.(TYP-) N I0 N a m PC A A W n AA C• =J p� -0 Con O v� A no a y N m O N la O CID N ca z ' O m A 1-1/4"MIN. O EMB.(TYP.) V N m �T tv JnO E N W O N 196" A N O O ng v � o O T 0 � N Z O A V r O V T 5111111111///7] sctf 1-1/4"MIN. EMB.(TYP.) �Z1 - Y PRODUCT: Documents Prepamd lay: 'I- SOFT-LITE WINDOWS Lyndon F. Schmidt ��i' '. ORID�•'0`��` I� I P.E. No. 43409 '�i,�spMAl1l �``� � .. ? LD BUILDING CONSULTANTS. INC. -t PART OR ASSEMBLY: j �//�// I0, O y -. VV P.O. Box I.M. Vclrieo. FL 33595 v NO DATE BY CROSS SECALCTIONS CCTIOMS Phone No.: 813.559.9197 REVISIONS FBPE C.A. No. 9813 0 201 7 R.W.SUILDINe CCNB-NtB INC. .............. 4" 6 pz r! rrYP.) 10.5-O.C.(rYP.) cL: 6"ITYP z C 1z, % z(5 d 0 z E :Z.8,0 F 2X BUCK TYP. SASH o a. I X BUCK G G)6 a: a. DIRECTTO 2X BUCK MASONRY H E z BUCK FRAME-- HEAD&JAMBS c Ld ITYP-) S 3d MEETING =________ — MAS2X BUCK M ONRY OPENING I X BUCK K DIRECT TO OPENING 'I.. � SASH MASONRY D �2 MASONRY THROUGH TILT LATCH BLOCK o UK Y 0 =I 0 0 7% BUCK ANCHORING FRAME ANCHORING V) z LD In CONCRETE ANCHOR NOTES: id, I.Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortarjoints. 2.Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to maintain the min.edge distance to mortar joints,additional concrete anchors may be required to ensure the"MAX.ON CENTER"dimension are not exceeded. rR 3.Concrete anchor table: .................. ...N �-W�,*-.,;�'-. MI CLEARANCE 5� : "-.7- . % 7� ..— '� 1141:CLEARANC.E. ............... ...... ...................... 70 MASONRY TO ADJA'CENT:`. _ TYPE ......... . ........... ITWDAM 4/14/77 23 �N 114 1-1/4" 2" 4" TAPC ...... SMALL, N.T.S. 2 1/4" 1-1/4" DWG.BY- JK ai CHK W. LFS WOOD SCREW INSTALLATION NOTES: DRAWING NOa tt 1.Maintain a minimum 5/8"edge distance,I end distance,&I o.c.spacing of FL-15780.8 wood screws to prevent the splitting of wood. SHM7 W-8 R:\dtents\Soft-Ute Permanent\A-Flodda Product Approvals\FL-15760 Double Hung\C-Drawings\FL-15780(2017)\FL-15780.6-8.d g,6 1� N 0 N O 0 w� y 0 'z AH y O 0.66' N w w D O x rn 0.065 2.BT' 0.95' w . T Ti cl clO 0.27- 0.86, A O O O J Z a I P 0.09" T T L p t" 1 �" 00 1.44" 0.39" 0.32" N a 0.64" Z5 �� a � 0.09^ pt I ``t t111t111 0.27^ F•SCHIyj� t.os' N ? `� v�JCE1vaF•.J` �� 0.94" No.43409 T 2 PRODUCT: Deeumente Prepared By: _ rn SOFT—LITE WINDOWS Lyndon F. Sehmldt e�•• ��••••• ��` I� Z �. P.E. No. 43409 "1711,3 oT L j PART OR ASSEMBLY: BUILDING CONSULTANTS, INC. Im Do NO DATE BY COMPONENTS Phone No,30, Valrico,813.859 9197 33595 REVISIONS FEPE C.A. No. 9813 ®2017 R.W.BUILDING CON9ULTANtB INC. R:\Clents\Soft-Ute PeonanentkA-Forlda Product AppmatAFL-15780 Double HungjC-Drawings\FL-15700(2017)1FL-15780.8-8.dwg,7 2.87' o o. o � Qo 0 r.1 T W V � ^p o y 11 y Alt D r 1 0 T a 0 0 1.21" I.OT' I/ N N T �T N C7 O y T - o 2.39" 121" a � o I D 0.06, p ``t�1U11 a N77q�i f -1.96" o F TC 4.%'•. No.43408 � ' P PRODUCT: Dacumenty Proparod Dy:. 7 P SOFT—L1TE WINDOWS Lyndon F. Schmidt �i� •.F[OF00�.• ��~ Iv z + P.E No. 434Ds iss�OfNAL1 �`�` $, r L4 PART OR ASSEMBLYBUILDING CONSULTANTS, INC. JLUI/ P.O. Box 230, Va1Mco, FL 33595 m `i NO DATE BY COMPONENTS l Phone No.: 813.859.9197 REVISIONS FBPE C.A. No. 9813 0 2017 R.W.BUILDING CDNBULTANta INC. BILL OF MATERIALS ```````���L_* L/ ' ITEM i MATERIAL p F •• • .f�'% m A 1X BUCK SG>=0.42 WOOD = ' m B 2X BUCK SG>=0.42 WOOD =Vs p•<__ C 1/4"MAX.SHIM SPACE D 1/4"X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI ���i, `��`� >>° m E 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE i����l„ 11t, `�� a c m z F #8-15 X 7'TRUSS HEAD SMS(1-3/8"MIN.EMBEDMENT) STEEL a d G 1/4"X 2-3/4"HWH ELCO OR ITW CONCRETE SCREW STEEL \ $ v °z o Z H 1/4"X 2-1/4"HWH ELCO OR ITW CONCRETE SCREW STEEL \1 p o r -9 0 0`a K 1/4"X 3-1/4"PFH ELCO OR ITW CONCRETE SCREW STEEL " 4 a t m a a m M #10 X 2-3/4"PPH WS(1-3/9-MIN.EMBEDMENT) STEEL 6 oz 1 FRAME' PVC E cui 2 HEAD' PVC o d 3 WEEP HOLE COVER' PVC 4 SILLADAPTER' PVC 5 TOP UFT HANDLE" PVC 3 6 KEEPER RAIL* PVC o s� 7 LOCK RAIL` PVC 2 W 8 PLAIN STILE' PVC w �N 9 GLAZING BEAD' PVC 5/8"GLASS BRE DOW 2400 SAS � w o5 10 BOTTOM LIFT RAIL* PVC 7/8"THICK �o fz 11 REINFORCEMENT(6065-T5 ALUM) ALUM. o mmz 1/8"ANNEALED v En o 12 REINFORCEMENT(6065-T5 ALUM) ALUM. 0 o I F 13 REINFORCEMENT(6065-T5 ALUM) ALUM. �-0.090"SAFLEX PVB INTERLAYER & 14 HEAD POCKET INSERT' PVC a a 15 SLOPED INSERT' PVC T/8 ANNEALED m 3 16 SLOPED SILL' PVC 0 20 LOCK - 21 LOCK KEEPER _ AIR SPACE 24 TILT LATCH BLOCK 0� 1/8"ANNEALED OR TEMPERED GLASS'I` 25 TILT LATCH - STEEL INTERCEPT SPACER z g 26 #8 X 1"PFH TEK STEEL o 27 #6 X 1"PFH TEK STEEL GT GLAZING DETAIL 28 WEATHERSTRIP(187-270 TRI-FIN) 29 IBULBSEAL - 30 BULB SEAL - a 31 PIVOT BAR STEEL "HVHZ"GLAZING NOTES: i 32 #7 X 3/4"PFH TEK STEEL 1.GLAZING>36"WIDE REQUIRES TWO(2)SETTING BLOCKS CONFORMING TO FBC SECTION 2411.3.3.1 m g 33 BALANCER BRACKET - 2.*TEMPERED GLASS IS REQUIRED FOR EXTERIOR GLASS GREATER THAN 30 FEET ABOVE GROUND. a O n a THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY m EXTRUDERS LICENSEES IN"AAMA CERTIFICATIONS PROGRAMS FOR RIGID PVC EXTRUSIONS". o 0 z v 5 4/14/17 i SCALE N.T.S. D E Gwc.Br: JK m CHK.BY. LFS 3 DRAWNG NO.: y FL-15780.8 0 SHEET 8 OF 8 N Florida Building Code Online Page 1 of 4 BCIS Home Log In i User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff.� BCIS Site Map Links 'Search a zK' `'�. Product Approval d,bpr 0 USER:Public User'?.Mier! Produrt Approval Menu>Product or Anolication Search>Application Ust>Application Detail FL# FL15781-R Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Soft-Lite LLC Address/Phone/Email 10250 Philipp Parkway Streetsboro,OH 44241 (330)528-1136 PLanga n@soft-lite.com Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Horizontal Slider Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer E] Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F.Schmidt,P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity Farabaugh Engineering and Testing,Inc Quality Assurance Contract Expiration Date 12/31/2018 Validated By Ryan J.King,P.E. Jj Validation Checklist-Hardcopy Received Certificate of Independence FL15781 R7 COI (a)Certificate of Independence.pd Referenced Standard and Year(of Standard) Standard Year AAMA/W DMA/CSA101/I.S.2/A440 2011 AAMA/W DMA/CSA101/I.S.2/A440 2008 ASTM E1300 2004 ASTM E1886 2005 ASTM E1996 2006 ASTM E1996 2009 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code https://www.floridabuilding.org/pr/pi_app_dtl.aspx?param=wGEVXQwtDgt3 e 1 SA1nEO W... 1/3/2018 Florida Building Code Online Page 2 of 4 Product Approval Method Method 1 Option D Date Submitted 10/07/2017 Date Validated 10/10/2017 Date Pending FBC Approval 10/15/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Description 15781.1 a."Imperial LS DSL12"Double Extruded PVC Double Horizontal Sliding Window-(XX Slider Window Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15781 R7 II (a)Inst 15781 1 odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15781.1 for Design Pressure Ratings,any FL15781 R7 AE (a)Eval 15781 1 odf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15781.2 b."Imperial LS TSL12"Triple Slider Extruded PVC Triple Horizontal Sliding Window-(XOX Window Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15781. R7 II (a)Inst 15787.2.udf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15781.2 for Design Pressure Ratings,any FL75781 R7 AE (a)Eva)15781.2 odf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15781.3 c."5300 DSL53(G5352)"Double Extruded PVC Double Horizontal Sliding Window-(XX Slider Window Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15781 R7 11 (a)Inst 157813.0 Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15781.3 for Design Pressure Ratings,any FL157$1.. R7 AE U Eval IS-81.3.)df additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15781.4 d."5300 DSL53(G5352)"Double Extruded PVC Double Horizontal Sliding Window-(XX Slider Window Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15781 R7 II (a)Inst 15781 4 odf 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 15781.4 for Design Pressure Ratings,any FL15781 R7 AE (a)Eval 15781 4 odf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15781.5 e."5400 SSL54(G5402)"Single Extruded PVC Single Horizontal Sliding Window-(OX or XO Slider Window Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15781 R7 II (a)Inst 15781 5.odF Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15781.5 for Design Pressure Ratings,any FL15781 R7 AE (a)Eval 15781 5 odf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15781.6 f. "5400 SSL54(G5402)"Single Extruded PVC Single Horizontal Sliding Window-(OX or XO Slider Window Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15781 R7 1I (a)Inst 15781 6 odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgt3e 1 SAInEOW... 1/3/2018 >;lorida Building Code Online Page 3 of 4 Design Pressure:N/A Evaluation Reports Other:See INST 15781.6 for Design Pressure Ratings,any FL15781 R7 AE (a)Eval 15781 6 pdf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15781.7 g."5400 TSLF54"Triple Slider Extruded PVC Triple Horizontal Sliding Window-(XOX Window Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15781. R7 11 (a)Inst 1578.1..7.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 15781.7 for Design Pressure Ratings,any FL15781 R7 AE (a)Eval 1.5781.7.pdf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15781.8 h."5400 TSLF54"Triple Slider Extruded PVC Triple Horizontal Sliding Window-(XOX Window Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15781 R7 II (a)Inst 15781.8.odf 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 15781.8 for Design Pressure Ratings,any FL15781 R7 AE (a1 Eval 15781.S.Ddf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15781.9 'Series"Barcelona"Model Extruded PVC Horizontal Sliding"Impact"Window,Missile SL30I" Level"C"Excludes Wind Zone 3 and 4(XO or OX Configurations) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15781 R7 II (a)Inst 15781.9.odf 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 15781.9 for Design Pressure Ratings,any FL15781 R7 AE (a)Eva[15781.9.0f additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15781.10 j.Series"Barcelona"Model Extruded PVC Horizontal Sliding"Impact"Window,Missile "SSL30I" Level"D"Includes Wind Zone 4(XO or OX Configurations) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15781. R7 II (a)Inst 15781-10.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 15781.10 for Design Pressure Ratings, FL15781 R7 AE (a)Eval 1578.1..10.odf any additional use limitations,installation instructions and Created by Independent Third Party:Yes Eu a icu rs. 1 k.Series"Barcelona"Model Extruded PVC Horizontal Sliding"Impact"Window,High "SSL30I" Velocity Hurricane Zone Large Missile(XO or OX Configurations) f Use Installation Instructions ed for use in HVHZ:Yes FL15781 R'7 lI (a)Inst 15761.11.odf ed for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 t Resistant:Yes Created by Independent Third Party:Yes Pressure:N/A Evaluation Reports See INST 15781.11 for Design Pressure Ratings, FL15781 R7 AE (a)Eval 15781.11.pdf itional use limitations,installation instructions and Created by Independent Third Party:Yes art[culars. 15781.12 eries"Barcelona"Model Extruded PVC Triple Horizontal Sliding"Impact"Window, "TSL30I" Missile Level"C"Excludes Wind Zone 3 and 4(XOX 1/4-1/2-1/4 and XOX 1/3-1/3-1/3 Configurations) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15781 R7 II (a)Inst 15781.12.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 15781.12 for Design Pressure Ratings, FL.15781. R7 AE (a)Eval 1.5781..1.2.1)df any additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15781.13 m.Series"Barcelona"Model Extruded PVC Triple Horizontal Sliding"Impact"Window, "TSL30I" Missile Level"D"Excludes Wind Zone 4(XOX 1/4-1/2-1/4 and XOX 1/3-1/3-1/3 Configurations) https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgt3e 1 SAInEOW... 1/3/2018 Florida Building Code Online Page 4 of 4 Limits of Use Installation Instructions Approved for use in HVHZ:No FL15781 R7 II (a)Inst 15781 13 Ddf 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 15781.13 for Design Pressure Ratings, FL15781 R7 AE (a)Eval 15781 13 Ddf any additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15781.14 rS,�Oies"Barcelona"Model Extruded PVC Triple Horizontal Sliding"Impact"Window, I" High Velocity Hurricane Zone Large Missile(XOX 1/4-1/2-1/4 and XOX 1/3-1/3-1/3 Configurations) Limits.of Use Installation Instructions Approved for use in HVHZ:Yes FL15781 R7 1I (a)Inst 15781 14 Ddf 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 15781.14 for Design Pressure Ratings, FL7.5781. R7 AE (b)Eval 15781 14 Ddf any additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15781.15 o.Series"Barcelona"Model Extruded PVC Horizontal Sliding"Non-Impact"Window(XX "DSL30" Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15781 R7 II (a)Inst 15751 15 Ddf Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15781.15 for Design Pressure Ratings, FL15781 R7 AE (a)Eva[15781 15 Ddf any additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15781.16 p.Series"Barcelona"Model Extruded PVC Triple Horizontal Sliding"Non-Impact"Window "TSL30" (XOX 1/4-1/2-1/4 and XOX 1/3-1/3-1/3 Configurations) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15781 R7 fI (a)Inst 15781 16 Ddf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15781.16 for Design Pressure Ratings, FL15781 R7 AE (a)Eval 15781 16 Ddf any additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. Back Next Contact Us::2601 Blair Stone Road.Tallahassee FL 3 399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Copyright 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 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 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 dick here. Product Approval Accepts: 21 Credit Card Safe :lel https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgt3el SA1nEOW... 1/3/2018 � � ` . V� �D �� �� Inc.[� ^� ., Building Consultants, �� _ i �� Cvno"lbmguvd[o�noriu:3,nir=o�,dmouiWing�duotry �� �� po.umzmva,/wos m� m .r� � " 3.mv�/v/ C Florida Board"mmressin"aEngineers o"^a=*vrAuthorization No.m/s -Reim-t 80, -F145781.11 -Product Evalliation Report, Product Sub Category Manufacturer Product Name Category Soft-Lite LLC "BARCELONA" Windows Horizontal Slider 10250 Philipp Parkway Model"SSL301" Streetsboro,OH 44241 Sliding Window (330)628-3400 "ImpacV Scope: This is o Product Evaluation report issued by R Building Consultants, Inc.and Lyndon F.Schmidt,P.E.(System|D#1988) for Soft-Lite LLC based onRule Chapter No.O1G2(-3`Method 1Dofthe State ofFlorida Product Approval,Department of Business&Professional Regulation. RW Building Consultants and Lyndon F.Schmidt,P.E.du not have nor will acquire financial interest in the company manufacturing or distributing the product or in any otberenUty involved in the approval process of the product named herein. 1. This product has been evaluated and is in compliance with the 6th Edition(2017)Florida Building Code(F8C)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 3. When used'in the"HVHZ",this product complies with Section 1626 of the FBC and does not require an impact resistant covering. 4. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x buck masonry construction. 5. Site conditions that deviate from the details of drawing FL-15781.11 require further engineering analysis by a licensed engineer or registered architect. 6. See drawing FL-15781.11 for size and design pressure limitations. 7. This product meets the w r i fill ation requirements for"HVHZ". I. Test Report No- Test Standard Testing Laboratory Signed by TEL 03001826 TAS 201,202&203-94 Testing Evaluation Lab,Inc. Lyndon F.Schmidt,P.E. TEL 03001829 TAS 201,202&203-94 Testing Evaluation Lab,Inc. Lyndon F.Schmidt,P.E. TEL 03001832 TAS 201,202&203-94 Testing Evaluation Lab,Inc. Lyndon F.Schmidt, P.E. TEL 03001870 TAS 201,202&203-94 Testing Evaluation Lab,Inc. Lyndon F.Schmidt,P.E. 2. Miami Dade NOA Materials Testing 15'1201.11 Gm0oxoPVBInterlayer(Eastman Chemical Company) 15-0528.13 PVC Extrusions(Vision Extrusions UW.} 3. Drawing No.. Prepared by Signed&Seated by 11 RW Building Consultants,Inc.(CA#9813) Lyndon F.Schmidt P.E. 4. Calculations Prepared y Signed&Sealed by Anchoring RVVBuilding Consultants,Inc.(CA#9813) axo»no» Lyndon F.Schmidt,p.E. ASTM E130DGlass Load Lyndon F.Schmidt,P.E. 5. Quality Assurance Cerfi8mate of Participation issued by Forabuugh Engineehng and `~ r Testing,Inc,certifying that Soft-Lite LLC ismanufacturing products No 4�3409 within uquality assurance program that complies with|SCV(EC 17O20and Guide 53. , Lyndon FSchmidt,P.E. rLpENo.4o*0o mo9/2o17 Sheet 1o^I „,,.......^,� • ```````tett* rl nT tP .........., =U k]"Windows ,w•. �yy,`�`NM Bringing qualtt;y to Ikght. SEE CHART FOR FRAME SIZES ����i/ ttt`�, i o'd 10250 Philipp Parkv a / /r nNt o n 0 z Streetsboro,Ohio 44241 m aN d \ c v Z oZa Vsp W.”a` -t in t m "BARCELONA" 1 LL` 4 gi Model "SSL30lH.: SLIDING WINDOW �o N VI Z V W "7MPACr' o u Z A GENERAL NOTES v o v y �Iv o a 1. This product has been evaluated and is in compliance with the 6th Edition(2017) I 0 a Florida Bulding Code(FBC)structural requirements including the"High Velocitya a Hurricane Zone"(HVHZ). 0 2. Product anchors shall be as fisted and spaced as shown on details.Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the"HVHT'this product complies with Section 1626 of the FBC and does not require an impact resistant covering. W z 0 o O U N 4. For 2x stud framing construction,anchoring of these units shall be the some as that N �j shown for 2x buck masonry construction. w 5. Site conditions that deviate from the details of this drawing require further a engineering analysis by a licensed engineer or registered architect. z MAX MAX DEIGN PRESSURE(PSFJ B 6. This product meets the water infiltration requirements for the"HVHT'. FRAME DLO NES N a F DIMENSION DIMENSION P03RfVE 'NEGATIVE o m TABLE OF CONTENTS 73.0"X 63.0"* 31.437"x54.375' Gl +55.0 -60.0 z z 00 g SHEET# DESCRIPTION 0 1 Typical elevations,design pressures and general notes 73.0"X 56.0" 31.437"x 47.375 Gl +55.0 -60.0 °�� 4126117 SCALE: N.T.S. ° € 2 Horrzontol cross sections owc BY-. JK 'm 3 Vertical cross sections 4 Buck and frame anchor ng 73.0"X 48.0" 31.437"x39.375" G1 +60.0 -65.0 CHK BY. LFS 3 r 5 Components MOM No: n 6 Bio of materiols and glavng detail *Requires external stile reinforcement(Item#17) FL-15781.1 1 0 SNFET 1 OF 6 N V 1' NOTE: 1.Item#17 required for units N�,` �� greater 56"in height. A. �O t �• Av Q EMB.(IYP.) INTERIOR 08 u ro EMB.(TYP.) INTERIOR %��••• .••�GJ` o m m f 28 c 28 UN 0 o Z U (-- t ca m ! 1 QI ac o 5 c Iil c� z oc p as 1 X 4 5 E oZ 2 v 2 v v 2 09 -j a: 3 2 9 G1 9 Gl 10 10 2 !lJ 1,/� EXTERIOR EXTERIOR o 0 i J C G H E A m �� 1 1 2 3 E 1 =U 3 3 3 2 HORIZONTAL CROSS SECTION r3 HORIZONTAL CROSS SECTION o 2 Shown Direct to Masonry 2 Shown w/1X Buck 0 w rc S a a 1-1/4'MIN. a 1-1/4"MIN. w y EMB.(TYP•I F 8 EMB.(TYP.) m C 8 F 1 a 10 Fi 15 5 INTERIOR 13 a 28 Gl20 4 z INTERIOR V) I a� 22 g wyy. O • 217 n a = 9 E9 9 G1 26 10 lb DEXTERIOR G1 9 18 z 0 5 Dl5 28 J E oar, 4J26/17 C 17 27 14 9 EXTERIOR SEE NOTE I N.T.S. E 1 SEENOTE 1 b Mr.en JK m g NOTE: 1.Item#J located 7-1/4"from `"��' ' 3 1 HORIZONTAL CROSS SECRON t4�HORIZOWAL CROSS SECTION 5\HORIZONTAL CROSS SECTION DRAWING NO: rc 2 7X Buck Construction 2 each end and 1 at the center c � FL–�— (3 total). 15781.11 a SHELT 2 OF 6 � O R:\Olents\Sad-Ute Penoanent\A-Florida Product Approvals\R^15781 Horizontal Sllders\C-D2wings\R-15781 6TH ED(201711Rd5781.9-11.dwg,3.3 Z � r} dm r li p ITI —m A N L Z CA O m m o W p 4. N � A Oa 6h m O� n th vc� w� , N w @ 0. C o� D= O f I0 O r r Ga 0° .'Z •f° m 'a rn •n p 1-114"MIN. 1.114"MIN. EMB.(TYP.) EMB.(fYP.) z Q N m m m m W p t_ N pNa m QND A N c. O n nA 0 a dna W N ' -• C.- s< o► � �o s�D n 0 p10 L? on �' °w° Z m N .o to r 1-114'MIN. z� 1-114"MIN. EMB.(TYP.) EMB.(TYP.) Z V Z m m A N OyN m Co. V N pNo A oo m A 2 w co w w A a w C4 :0 o f1 o� 0 0 O`y" C== I ' Z t9 4r IO We tt O m >o 0 Z N 1-114"MIN.�� 1.1(4"MIN. EMB.(TYP.) EMB.(TYP.) ♦� \ nu1t����j� ♦♦♦ F,3CHA4jQ.,,r No.4M9 PRODUCT: Doc.—ls Praparad Byl;, Q r R#uD!♦.�° C P� SOFT—LITE WINDOWS P Ea No.F43409 tat ri,t�'; �A�1Cy♦.� Ca 7fttttlitttlt� r N PART OR ASSEMBLY: BUILDING CONSULTANTS, INC. y 7 7 12 t7 REVISE GLAZING DETAIL tF5 VER.i1CAl P.O. Box 230. Votrico. FL 33595 jot V NO DATE 6Y CROSS TICAL NS Phone No.: 813.859.9197 REVISIONS SECTIFBPE C.A. No. 9813 0^401 7 R.W.EIUILDIND CON-TAWS INC. * s7 z O-� p>g�: °u°ii ro 2 fTYP.I . •.. ... ,aw. 6"(TYP.) IIII�� SASH 4" ��i� ���� m>"i .. I d ��lllll l 1111 Z 6; o r �(TYP-) 4"(ttP.) � � o n z m°od C. }+. n ro } cw mdam I I r= I I E R Z I I D I I 2X BUCK F o ad I I I I TYP. BUCK I I 1X BUCK G c^ BUCK II II DIRECT TO II FRAME—"' II MASONRY H !_ 3 I I MASONRY I I pp)MASONRYd u o OPEN NG I I OPENING I I Z w ti II II II II w w II o II a a I o rc m G I Jill n U a a �m 0 BUCK ANCHORING FRAME ANCHORING Vi Ln z € 0 0 t v rn CONCRETE ANCHOR NOTES: 3 �' 1. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortar joints. _ w 2. Concrete anchor locations noted as'MAX.ON CENTER"must be adjusted to maintain the min.edge distance to mortar joints,additional concrete anchors i <' may be required to ensure the"MAX.ON CENTER"dimension are not exceeded. ti 3 Concrete anchor table — MIN CLEARANCE MIN CLLEARANCE o kNCHOR ANCHOR MIN TO MASONRY 770 ADJACENT TYPE SIZE. EMBEDMENT EDGE: m z g ITWDA 4/26 17 i TAPCON® 1/4" 2" 4" sale N.T.S. m ELCO ® 1/4" 1.1/4" 1" 4" JK g ON 3 cxK er: LiS WOOD SCREW INS owsnxoem: ci I.Maintain a minimum 5/8"edge distance,I"end distance,&1"o.c.spacing of FL-15781.11 wood screws to prevent the splitting of wood. n SHFt7 ¢ OF 6 R:\Clients\Soft-Lite Pemanent\A-Florida Product Approvals\FL-15781 Horizontal Sliders\C-Dmwings\FL-15781 6TH ED(2017)\FL-15781.9-1l.dwg,5.3 Po . 0.067 225' 0.57" '21' 1.07" 0.6, p o 2.87--- T- Fg c9l 0.86" T 0.067 311 Op n 0 CI 0,31' 0.091.. 0.735" C, 0.627" 0.386, & 0 = Z 0.085vp", p 0.124" 0,41" 0.627' !Z I 0 Cl %* 0,05, po As a L In 0.133" No.43409 L 0.95' F2 57 PRODUCT: mts Pmpomd —LITE WINDOWS Lyndon F. Schmid .... SOFT P.E. No. 43409 4ic Ia.g Lm It PART OR ASSEMBLY: RVf.1.11L.. 2 114. .NSULTANTS. INC. nx GO P .30. Valrico, FL 33595 REVISE GLAZING DETAIL VS COMPONENTS Phone No.: 813.859.9197 NO DATE BY REVISIONS FBPE C.A. No. 9813 0 2017 R.W.BUILDING CoNFI—ANtS INC. BILL OF MATERIALS `p�� ITEM If MATERIA[ ��' ,•• Q n A 1X BUCK SG>=0.55 WOOD _ `aS' � a:J=Z n B 2X BUCK SG>=0.55 WOOD =cri� EZ-- � C 1/4"MAX.SHIM SPACE z D 1/4!'X 2.3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL �y r n MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI � `Al" E 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE �il fI I I„`��. o n m i F #8-15 X 2-1/2"TRUSS HEAD SMS(1-3/8"MIN.EMBEDMENT) STEEL a G 1/4!'X 3-1/4"HWH ELCO OR ITW CONCRETE SCREW STEEL . o E m z m°o° H 114"X 2-3/4'HWH ELCO OR ITW CONCRETE SCREW STEEL \ , a N a 5 o o a J #10-16X2-IITPFHTEKSS SS V maa� 1 FRAME' PVC = 'o 2 HS FIXED PANEL SPACER* PVC o z 3 WEEP HOLE COVER' PVC o 3d 4 DSL FRAME FILLER' PVC $ 5 DSL HANDLE SASH' PVC 6 KEEPER RAIL' PVC En 7 LOCK RAIL` PVC 3 '¢ 5/8"GLASS BITE 7/8"THICK o �o 8 DSL MAIN SASH' PVC z w 1/8"ANNEALED 9 GLAZING BEAD' PVC 0 w �§ 10 DSL COVER' PVC I� 0.090"SAFLEX PVB INTERLAYER —� o w 11 ANTILIFTTRACK' PVC N = 12 ROLLER SILL TRACK ALUM. m REINFORCEMENT 1/8"ANNEALED of o13 14 REINFORCEMENT(6065-T5 ALUM) ALUM. AIR SPACE a a 15 REINFORCEMENT(6065-T5 ALUM) ALUM. f 16 REINFORCEMENT(6065-T5 ALUM) ALUM. I 1/8'ANNEALEDORTEMPERED* �m 0 17 REINFORCEMENT(6065-T5 ALUM) ALUM. 18 SPACER - DOW 2400 SAS 19 ROLLER ASSM. - Gl GLAZING DETAIL STEEL INTERCEPT SPACER 9 20 LOCK 21 LOCK KEEPER - a N 22 #7 X 3/4"PFH TEK(LOCK) SS Z 23 PVC COVER FOR HS REINFORCING BAR(item#17) PVC *NOTE TEMPERED G EQUIRED IN THE'HVHZ FOR EXTERIOR GLASS GREATER THAN 30 FEET ABOVE GROUND. Z 26 #8 X 1"PPH TEK(KEEPER) SS 5 27 #10-16 X 1-1/7'PFH TEK SS SS 28 WEATHERSTRIP(187-270 TRI-FIN) - y •THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY i a EXTRUDERS LICENSEES IN"AAMA CERTIFICATIONS PROGRAMS FOR RIGID PVC EXTRUSIONS". m N G J n O � m O O uIM 4126117 2- SCALE: N.T.S. JK m cNK.ar: LFS 3 .. ORAWINC NO.: � r y FL-15781.11 0 sNCEr 6 or 6 o t � Florida Budding Code Online 7777 ytya2wa WIT',� h BCIS Home { Log In User Registration Hot Topics Submit Surcharge i Stats&Facts f Publications I FBC Staff i BCIS Site Map Unks Search Product Approval �. -USER:Public User Product Aooroval Menu>Application Detail FL# FL11103-R3 ° Application Type Revision Code Version 2017 r * Application Status Approved Comments N ' ❑ �"� Archived a3j s� u Product Manufacturer Custom Window Systems In . Address/Phone/Email 1900 SW 44th Avenue 1 " Ocala, FL 34474 J. r (352) 368-6922 Ext 245 kpine@cws.cc Authorized Signature Kevin Pine keine@cws.cc c� Technical Representative ]ay Lathrop Address/Phone/Email 1900 SW 44th Ave Ocala, FL 34474 rw (352)368-6922 Ext 291 ` jlathrop@cws.cc g I Quality Assurance Representative Arturo Monteverde t Address/Phone/Email 1900 SW 44th Ave Ocala FL 34474 s � t (352)368- 6922 Ext 221 � amonteverde@cws.cc 01� 4 gym; Category Exterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida a Professional Engineer 9 ❑ Evaluation Report- Hardcopy Received k r, Florida Engineer or Architect Name who developed the Lucas A.Turner - Evaluation Report T Florida License PE-58201 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 07/21/2020 ? Validated By Steven M. Urich, PE �p,A � s Q Validation Checklist- Hardcopy Received fi ] Certificate of Independence FL11.103 R3 COI EvalReoort298C.ndf n Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440-05 2005 ASTM E1886-05 2005 https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgttaGslp3GvutOCRBKBPq%2fl)emeO22TXmED%2fdomMIgZbLg%3d%3d[1/3/2018 1:09:56 PM] 1 Florida Building Code Online OMW ASTM E1996-05 2005 TAS 201/202/203 1994 x � .� Equivalence of Product Standards Certified By Sections from the Code �� %afiib'Aft, Product�, Product Approval Method Method 1 Option D 'MI ' Date Submitted 09/28/2017 Date Validated 09/29/2017 Date Pending FBC Approval 10/02/2017 v � j Date Approved 12/12/2017 2,15 = t WE FL_#� odel,.Nurnber or,Name Description, �a ' aLjs - 11103.1 SGD-8900 PVC Sliding Glass Door. SGD-8900 PVC Sliding Glass Door. Limits of Use Installation Instructions "St ,IN,� Approved for use in HVHZ:Yes FL11103 R3 II CWS-298C.pdf rz Ir Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 �R Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: +60/-60 Evaluation Reports Other: Large Missile, DP = +/-60 psf, Max. panel size 4' x 8'. FL11103 R3 AE EvalRepo 8 ,Pdf WI"xr�' Config. include OXXO, OXO, OX, XO. Glass complies to ASTM Created by Independent Third Party:Yes E1300-04. r � Contact Llc_:;2601 Blair Stone Road.Tallahassee FL 32399 Phone,850-4V-11324 �'; ' �^ al * The State of Florida is an AA/EEO employer.Copyright 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 .w+ ,r " 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 =p vS 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 q' 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 iaddress,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. v' Product Approval Accepts: ® Kid y Credit Card Safe https://flofidabuilding.org/pr/pr_app_dtl.aspx7paramwGEVXQwtDgttaGsIp3GvutOCRBKBPq%2fDeme022TXmED%2fdomMlgZbLg%3d%3d[1/3/2018 1:09:56 PM] URNER 1239 Jabara Ave. North Port, FL 34288 ENGINEERING & Ph. 941-380-1574 TCONSULTING, INC. FBPE C.O.A. #29779 Evaluation Report 298C August 28, 2017 Product Description: Series 8900 PVC Sliding Glass Door,LM Impact, 4'x8' nominal panel size max. Manufacturer: Custom Window Systems, Inc. 1900 SW 44`'Ave, Ocala,FL 34474 Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product Approval Rule Chapter 61 G20-3.005 (4). This product complies with the requirements of the 6`h Edition(2017)Florida Building Code including the High Velocity Hurricane Zone. The product testing standards performed are outlined below. Technical Documentation: 1) This report, prepared by Lucas A. Turner,P.E.,at 1239 Jabara Ave.,North Port, FL 2) Approval drawing CWS-298C, signed and sealed by Lucas A. Turner, P.E. 3) Test Reports NCTL-210-3956-1 and-IA, from National Certified Testing Laboratories, Orlando, FL signed and sealed by Gerard J. Ferrara, P.E. a. Testing Performed: TAS 201/202/203 1994, AAMA/WDMA/CSA 101/I.S.2/A440- 2008, and ASTM E 1886/1996 2005 4) Supplemental Calcs. to support CWS-298C,signed and sealed by Lucas A. Turner, P.E. Installation: Units must be installed according to approval document CWS-298C. Limitations of Use: This product: • May be used in up to 48 7/8"x 93 1/2" panel sizes (96"max. door height), with glass types and max. glass daylight sizes as shown in CWS-298C • Achieves design pressures of+/-60 psf • Is Large Missile Impact Resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires Kuraray(Dupont) SentryGlas Interlayer per Miami-Dade NOA#14-0916.1 It • Requires Quanex(Mikron) white rigid PVC framing per NOA#17-0206.1W t I have evaluated the materials in these NOAs and find that they comply with the requirements of the 6th Ed. (2017)Florida Building Code for use in this product. Certification of Independence: I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in any other entity involved in the testing or approval process of this product. � N1`�'tit„i„rr,iljj t �pRE�r Tt�ri 58201 •.�:� w 7 R ; 'P STATE OF i Ott: 8/28/2017 ',;jN” A" �9P�'��.". Lucas A. Turner, P.E. '+�`r+� 'dfVA 4FL PE #58201 SLIDING GLASS DOOR - IMPACT GENERAL NOTES: =bffr�m 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO y,/INppyy SYSTEMS COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT EDITION AND IS RATED FOR IMPACT USE IN WIND ZONE 4 AND HIGH VELOCITY 1900 SW 44TH AVE. HURRICANE ZONE(HVHZ)AREAS AS DEFINED IN ASTM E 1996 PER THE FBC. OCALA,FLORIDA 34474 1911/8" WWW.CWS.CC 48 7/8" MAX UNIT WIDTH 2.GLAZING DETAIL:(SEE SHEET 2) PANEL WIDTH A 3_APPROVED CONFIGURATIONS:"OXXO","OXO","XO","OX" 8900 PVC 4.DESIGN PRESSURES: SLIDING GLASS 41 GLASS I -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS DOOR-IMPACT 96" TABLES ASTM E-1300-04e01/09. MAX --OLo __ _ _i -POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE,WATER UNIT INFILTRATION TEST PRESSURE,AND GLASS TABLES HEIGHT O X X O ASTM E-1300-04e01/09. z w w Q w W O W 93112. 86 318' w z O z � MAX B GLASS B 5.ANCHORAGE:THE 33 1!3%STRESS INCREASE HAS NOT BEEN USED IN THE 0 Q c }O w�m PANEL DLO DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR INSTALLATION DETAIL LL F w z F 3 x HEIGHT WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR z z=2 Q W w O O a b g CALCULATIONS. O O O I j a F a cd O 6.PRODUCTS APPROVED FOR IMPACT RESISTANCE.SHUTTERS ARE NOT Z O O U w z j U 0 6 REQUIRED. } P,20� Ox O? O 7.ALL FRAMES ARE PROCESSED AND SCREWED TOGETHER.VENTS FULLY � it��U) ?O e A WELDED. w 00wm0 JU)LU z W 8.SERIES/MODEL DESIGNATION:SGD-8900. D_ O wF� wOC� 14513/16' 96' d F D . ( ii MAX UNIT WIDTH 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: MAX UNIT WIDTH 48 X=OPERABLE SASH,O=FIXED SASH. `'µDREki,MAX � 48 7/8' %% 4 MAXPANEL WIDTH 10.SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS. 5 Q•• TG��i ANEL WIDTH ,:QPM•�YG E N SF•.:Pq� 11.EXTERNAL WEEP SLOT=1/4 x 1"LOCATED 4"FROM BOTH ENDS. �v:• No 58201 •: 41 41 314" GLAS. GLASS DLO 96" DLO -'fl: j 2. 96' -- - -- MAX _ __ 3 9: STATE OF .41 MAX UNIT O'. ,� �4u HEIGHT HEIGHT ���F%.. 931/2" 863/8.O , MAX D GLASS O D MAX E O X E PANELLL� PANEL HEIGHT HEIGHT GLASS G ] L 1 DLO z Lc C 9/22/2017 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: GENERAL NOTES AND TABLE OF CONTENTS MAX. PANEL DESIGN PRESSURE ELEVATIONS CONFIG. MAX. UNIT SIZE SIZE RATING IMPACT RATING DRAWN BY: DATE: GENERAL NOTES&ELEVATIONS.....................1 ADE 06/03/08 SECTION VIEWS OXXO&GLAZING DETAIL.....2 XO 96"x 96" DWG tt: REV.: SECTION VIEWS OXO&XO................................3 EXTRUSIONS&B.O.M.........................................4 OXO 145-13/16"x 96" 8-7/8"x 93-1/2" +/-60 PSF LARGE MISSILE IMPACT CWS-298 c ANCHOR SCHEDULE&NOTES............................5SCALE: INSTALLATION DETAILS.....................................6 OXXO 191-1/8„x 96„ SHEET 1:33.33 1 OF 6 WIFI�W SYSTEP9S 25 18 26 4 7 3 21 20 8 16 33 1900 SW 44TH AVE. OCALA,FLORIDA 34474 WWW.CWS.CC � o E EJED 8900 PVC ❑ �+ SLIDING GLASS 8 a DOOR-IMPACT F11F- DLC' QLOpO F3 e W ZOZ 0 '�ZF LL F L Z Q ly 3= ZZSmaWWOO 0 oro a=F� U UtAF- ZO-HtAd 1 1 30 33 6 a 19 2 9 1 Z ZO O-Z?—Dw SECTION B-B a ��0-MW00tiz of 2QOF�FO- 0_'}} Z F 0 O F>-? 0 g 17 1'OVERALL af Z cn W O-i U)F 1 3/16"TEMPERED � _~w W w 1T frr 3/8"AIRSPACE O. o_ w O. 2 IJJJ lN1 Y 7/16'LAMINATED GLASS ,��++++�+OREW 'f-1. r 1 4 3/16"ANNEALED GLASS `Q5• ` S•.G,,Q 3 � `��• y CEN � �� .090 SENTRY GLASS IONOPLAST INTERLAYER ?, No 58201 ••��� 1j I�i U 8 3/16"ANNEALED GLASS n 1 PAIR OF ANCHORS AT EACH CLIP. �-0" . L LL11 ❑ SEE SHT 6 FOR SPACING 'ID: STATE OF .�u: still� it 33 QUANEX DURASEAL IG SPACER 13 PURFECT GLAZE"H" SIKAFLEX 552 13116"GLASS BITE 30 9/22/2017 13 SECTION C-C � 12 LUCAS A.TURNER,P.E. 30 t FL PE#58201 FIXED PANEL ATTACHMENT �l�T Jl� q 1239 JABARA AVE. rr `1 3 NORTH PORT,FL 34288 1I 4 PH.941-380-1574 14 3 —? 10 INSTALLATION WITH NO SILL RISER ALLOWED ONLY WHERE SHEET DESCRIPTION: WATER INFILTRATION RESISTANCE IS�REQUIRED. SECTION VIEWS-OXXO to AND GLAZING DETAIL 31 9 r i DRAWN BY: DATE: 1 0 �� 9 ADE 06/03/08 Ll DWG#: REV.: 3 15 1:1.33 CWS-298 C SETTING BLOCKS PER FBC 2411.3.3.1 SCA E: SHEET 1:2.63 2 OF 6 WIPdDOVY SYSTEPIS 1900 SW 44TH AVE. OCALA,FLORIDA 34474 www.cws.cc 33 16 8 0 2i 1 3 13 7 4 26 18 25 8900 PVC [� o � [] SLIDING GLASS ❑ ❑❑ DOOR-IMPACT 8 D ¢ ? � `cWoo n n ~ O w O p LE bJ O ztO�YO��m LL tQ-w zr3:gx Z z=0aw o U 0wF-za-P0a- z Q O Z j D 0 Q FZLL200LZ Y Q�Ow—=O- 1 2 9 35 34 19 4 6 30 1 w ~~~ FCC of>- 2 w LL CoO�vitw SECTION D-D 0. ?=a Q�O�w 0 wr0 Q-m a = o- ��a ��• p,NOREW Gpy.��CEivs"-. Q,�9 No 58201 25 18 6 13 4 7 33 3 1 0 k: * •,.k C s130 . STATE OF 0 Pi ❑O ��'rSs�ONA���+`�� a Q 8 9/22/2017 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. 1 1 30 33 6 4 19 2 NORTH PORT,FL 34288 PH.941-380-1574 SECTION E-E SHEET DESCRIPTION: SECTION VIEWS-OXO AND XO/OX DRAWN BY: DATE: NOTES; ADE 06/03/08 1.ITEMS NOT SHOWN FOR CLARITY:10,26-32 DWG 9: REV.: 2.VERTICAL SECTION CAN BE SEEN ON SHEET 2. CWS-298 C SCALE: SHEET 1:2.63 3 OF 6 ff ITEM PART NO DESCRIPTION VENDOR MATERIAL 5PARTS LIST FRAME CONSTRUCTION 15116 1 H-6042 FRAME,MAIN,SGD MIKRON PVC n I �-{} t 5/8 f- WI �" 2 5-6040 THRESHOLD/FILLER, SGD MIKRON PVC O 1 I VVIhIDaW SYSTEP95 3 S-1722 SUPPORT BLOCK,FIXED,SGD KEYMARK ALUM 24 1900 SW 44TH AVE. 1 718- 211/16" OCALA,FLORIDA 34474 4 H-6059 PANEL TOP/BOTTOM RAIL, SGD MIKRON PVC q 178" I 1/8" WWW.CWS.CC 5 H-6059 PANEL SIDE RAIL,SGD MIKRON PVC I � L--Jr J=E:10 -lq,s 6 H-6033 PANEL,INTERLOCK,FIXED MIKRON PVC L LJULJ LJ L t- k 7 H-6060 PANEL,INTERLOCK,OPERABLE MIKRON PVC PVC OUTER FRAME-6042 REINF.-1993 8900 PVC 8 H-6061 INTERLOCK,SNAP-ON MIKRON PVC 9 H-6043 ASTRAGAL,SGD, MIKRON PVC SLIDING GLASS 10 P-3142 ROLLER,TANDEM SULLIVAN STEEL 1 7!8^ 1 7/8" 1 7/8' FRAME CORNERS SCREWED TOGETHER DOOR-IMPACT 11 P-3342 SEAM SEALER,SM-5504 SCHNEE 1:10 12 P-3039 SET.BLOCK,85 DUR.1/8"X7/8"X2" FRANK LOWE RUBBER 13 P-3438 SIKAFLEX552 OR PURFECT GLAZE"H" SIKA/HENKEL 4 6 VENT CONSTRUCTION g 's Q W OO w 14 P-3429 WSTP.,0.270 X.187,BACK FINSEAL ULTRAFAB 7 5 z w W 0 0 15 P-3539 #8 X 3/4"QUAD PHILIPS,TEK FASTENAL ZINC w z O? o z N 16 P-3557 #10 x 2,HEXHEAD,TEK FASTENAL ZINC 3 9/16' 3 9/16' 3 9/16" LL P w Z O-3, 2 Z ZxM¢Ofwp0 17 P-3752 CAP PLUG,1/2"HOLE M&M NYLON 1/8" O O~O 18 P-3767 #10 X 1"HEX WASHER HEAD,TEK FASTENAL ZINC O O W F-Z D-Fx-U)a 19 P-3789 LOCK&HANDLE KIT,PVC,SGD AMESBURY STEEL 1/8" 1/8" Z 0 C7 U Cl)z: 20 P-3792 3/4"KEEPER AMESBURY SS } ¢-w w O Omo- 21 O21 P-3793 MORTISE LOCK HS&D SSL-01 ¢ Y? ZO 22 P-4136 #10 x 2,PAN HEAD PHIL,SMS FASTENAL STEEL PVC PNL INTERLOCK-6060 PVC PNL LOCKSTILE-6059 PVC PNL INTERLOCK-6033 VENTS FULLY WELDED w O o 23 S-1775 REINFORCEMENT,ALUM.,PANEL KEYMARK ALUM w v1 w 0�U)r 24 H-1993 REINFORCEMENT,ALUM.,PANEL KEYMARK ALUM 1.10 a ?=0_ it O�(o 25 P-4295 FIXED PANEL CLIP KEYMARK ALUM x~x w w 11/16" O. F- D_ D: 0_ 26 5-1597 COVER,FIXED PANEL CLIP KEYMARK ALUM 1!2' 27 S-1930 PANEL TRACK,ALUMINUM,SGD,SILL KEYMARK ALUM 2 2 1/16 28 S-1726 REINFORCEMENT,ASTRAGAL,SGD KEYMARK ALUM 1 5/8"--1 9 +++. pgOREW 7 29 S-1737 HIGHRISE SILL,ALUMINUM KEYMARK ALUM e 8 5 28 I �GENSF G�q�. 30 S-6037 GLAZING BEAD 1.00",SGD MIKRON PVC 3 :J; •' tr 31 S-6041 TRACK,SCREEN,SGD MIKRON PVC 213116" v No 58201 =� 32 S-6046 SUPPORT WELD,SGD MIKRON PVC 3 3/16' 1/16' 3 1/16" 2518' 1 15/16" 33 GLASS(SEE SHEET 2) II ,116' .a. p¢ STATE OF 34 H-6044 SCREEN CHANNEL MIKRON PVC �'y 1/B' 1/16• L 1/8" 35 S-6045 SCREEEN ADAPTOR MIKRON PVC �� II L `'.(�'•t a 36 P-4278 WSTP.,0.2"X 1.25"DUST PLUG ULTRAFAB U 'SS�ONA1.�p+�++ 37 S-1764 SILL THRESHOLD COVER(8900) KEYMARK ALUM �l��Fjjj11s" 38 P-4366 WSTP.,1"X7.1"X 0.7"DUST PLUG ULTRAFAB PVC INTERLOCK SNAP-6061 FIXED PNL CLIP-4295 FIXED PNL COVER-1597 REINF.-1775 HIGHRISE-1737 39 P-3302 WSTP.,0.330"X0.187"BACK FIN ULTRAFAB 211/16' ' _ 2" 40 P-4479 WEEP HOLE COVER SULLIVAN PVC 21/8" 314 37 vts' � 3z �Z 3 3/8" ,318" —��— --•�---5/8" 1f2-� 35 I 1/16' 13/1+6" 9/22/2017 I L 1 3Il4" 9 8 3/� t/ts' ROLLER TRACK-1930 L 1/16 __ _ LUCAS A.TURNER,P.E. FL PE#58201 SILL THRESH COVER-1764 1239 JABARA AVE. PVC SCREEN ADAPTOR-6045 PVC WELD SUPPORT-6046 NORTH PORT, PH.941-380-1-1 34288 574 718' 2 1/16" 2 3/16' SHEET DESCRIPTION: 5 1/16^=O �� 4 3/8' 7/16' 5/8" 14 3 BOM AND EXTRUSIONS 1 L71 34 2 1 1/8 30 9/16' 1 1!4' 1 1/8• 31 DRAWN BY: DATE: ,/,6" L I 1/16" va' .L_ v1s• ADE 06/03/08 PVC SCREEN CHANNEL-6044 PVC TRACK FILLER-6040 FIXED PNL SUPPORT-1722 PVC SCREEN TRACK-6041 DWG 9: REV: CWS-298 C PVC GLAZING BEAD-6037 SCALE: PVC ASTRAGAL-6043 REINF.-1726 NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE SPECIFIED. SHEET 1:2 4OF6 L 8'(ll'P) _ V- lS1.YCLlYIL/l �f-Y"' s'MAX. 12 MAXO.c. I a^(TYP) I VVIWDOW SYSTEPIS LTJ (NP) (TYP) 1900 SW 44TH AVE. OCALA,FLORIDA 34474 WWW.CWS.CC F 6'MAX. I (TMP) 18•MAX.O.C. 8900 PVC (TYP) SLIDING GLASS DOOR-IMPACT a z � <Z3: F p W 0 Q W 0 O Z W J D r Z W I OZ 0 ZF 3 0 0 _ M W W Z 0 F3:M_ Z Z x 2 Q w W p p O 0LnI- WF�a Z Ooui j0— I Q z LLp2.O O LL0— Z �- Q� —x rl �z ui Lu 00w>-5w�w of zW J o W~a W wul ax � a �d0%ORE W .CElJS'TG•Q JG-•�. F•'itr v: No 58201 :-A I I I STATE OF •UIt O ......... ANCHOR LAYOUT F' O R 10P•-\_� NOTES: p#1111; 1.INSTALL TWO ANCHORS AT EACH LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 2.SHIM AS REQ'D AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHISTACK TO BE 1/4'. USE SHIMS WHERE SPACE GREATER THAN1/16"IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. y� r 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, LE 1,SHEET 6. 9/22/2017 4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE AS A.TURNER LUCAS P.E. PROTECTED TO PREVENT REACTION. FL PE#RNER 58201 5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM 1239 JABARA AVE. SPECIFIED IN TABLE 1,SHEET 6. NORTH PORT,FL 34288 PH.941-380-1574 6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE. INSTALLATIONS SHEET DESCRIPTION: TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. ANCHOR SCHEDULE AND 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 2"FOR MASONRY,1'FOR WOOD AND METAL. NOTES DRAWN BY: DATE: 8.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. ADE 06/03/08 SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE 1,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. DWG#: REV.: 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: CWS-298 C FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS),FMANVDMA 250(BOX WINDOWS),FMA/AAMANVDMA 300(EXTERIOR DOORS). SCALE: SHEET 1.20 5 OF 6 TYPICAL HEAD ANCHORAGE cm�wffffl /j���2 7/16"MIN. MIN.EDGE DIST. q"JJSEE TABLE 1 114'MAX.SHIM /I INTERIOR MIN.EMBEDMENT 1900 SW 44TH AVE. SEE TABLE 1 OCALA,FLORIDA 34474 WWW.CWS.CC SUBSTRATE BY OTHERS MIN.EMBEDMENT SEE TABLE 1 SEE TABLE 1 8900 PVC �O �� -� SLIDING GLASS PERIMETER SEALANT 1/4'MAX.SHIM DOOR-IMPACT BYINSTALLER INSIDE AND OUT 2 7/16"MIN. Q QZO I- pw0 Owpp INTERIOR w z O ?w _z__F_ INSTALLATION ANCHOR o� Z Z w z��2 SEE TABLE 1 MIN.EDGE DIST. O O 1:O V Q=O 0 SEALANT BETWEEN SEE TABLE 1 O L)0 F-Z D.F- 0_ SILL RISER AND FRAME /// z p V` O-Z j U- Q BY INSTALLER Q -0 0 0 0 U-0 F--LL�O P PERIMETER SEALANT BY INSTALLER >- <Q 0 w H H Z-Z ui g of co 0 PERIMETER SEALANT INSIDE AND OUT SUBSTRATE BY OTHERS W 0 KKp f}!1 p W to W BY INSTALLER �� O SEE TABLE 1 (If- Z y w 0-1 0 F- INSIDE AND OUT n- =n. w O�U) DO NOT COVER O w 0 n._ } WEEP HOLES �B1 HORIZONTAL SECTION w = K w�w 0 MIN.EMBEDMENT 6 TYPICAL JAMB ANCHORAGE D_ n- of d SUBSTRATSEE TABLE 1 T SEE TABLEE BY OTHERS INSTALLATION ANCHOR 'C ��` PgoRE W SEE TABLET `P y:•CEry"'..Ci TWO ANCHORS PER -G:•tib FIXED CLIP THROUGH v 1• No 53201 •t�i� RE-DRILLED HOLES SEALANT UNDER SCREW 2 7116' MIN.EDGE DIST. Pt HEAD BY INSTALLER MIN. SEE TABLE 1 rAA1 VERTICAL SECTION 1/4"MAX.SHIM G 9 . 6 TYPICAL SILL ANCHORAGE FIXED PANEL :O•• STATE OF 4u MIN.EMBEDMENT i��'•.1 O R 10P' SEE TABLE 1 '�SS�..NA� TABLE 1:APPROVED INSTALLATION FASTENERS FIXED PANEL 12' EDGE DIST. SUBSTRATE TYPE ANCHOR TYPE MI MBEDMENT MIN.EDGE DIST. SEE TABLE 1 CONCRETE(2.0 KSI MIN.) 3116"ITW TAPCON 1" 3" CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1-3/4" 1" ❑ L HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"RW TAPCON 1" 3" 17 7/8' 9/22/2017 HOLLOW OR GROUT-FILLED CMU(ASTM C-90) 3116"ELCO ULTRACON 1-114" 2-1/2" MAX.O.C. LUCAS A.TURNER,P.E. 2X MIN.SOUTHERN PINE(G=0.55) 3/16"ITW TAPCON 1-3/8" 1" FL PE#58201 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8" 1. 1239 JABARA AVE. 16 GAUGE 0.060")MIN.STEEL STUD #10-16 HILTI KWIK-FLEXOR ITW FULL THREAD FIXED PANEL CLIP NORTH PORT,-1 34288 ( PH.94 TION: 1574 (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" 7/16" CLIP ANCHORS MUST BE LOCATED A MINIMUM SHEET DESCRIPTION: 1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD DISTANCE OF 3"AWAY 1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125' 7/16" FROM ANY MAIN FRAME GENERAL NOTES AND FIXED PANEL CLIP ANCHORS INTO: ANCHOR. ELEVATIONS CONCRETE(2.0 KSI MIN.)OR 3116"ITW TAPCON 1° 3" INSTALLATION L DRAWN BY: DATE: HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) ANCHOR(TYP) I ^ ADE 06/03/08 FIXED PANEL CLIP ANCHORS INTO: (�HORIZONTAL SECTION FIXED PANEL CLIP DETAIL 6 FIXED PANEL ANCHORAGE DWG z: REV.: CONCRETE(2.85 KSI MIN.)OR 3116'ELCO ULTRACON 1-1/4" 2-1/2" CWS-298 C HOLLOW OR GROUT-FILLED CMU(ASTM C-90) I I SCALE: SHEET NOTE:FIXED PANEL CLIP ANCHORS INTO WOOD OR METAL SHALL FOLLOW THE ANCHOR TYPE,MIN.EMBEDMENT AND MIN.EDGE DISTANCE LISTED IN TABLE 1. 1:2.67 6 OF 6 Florida Building Code Online 1 �/ gz �7�`c. :,, eNcm ?.c+. * ,� d x a.�'+ .' +.�,rp'S ? � � .�"+ ;y .� 'a w �'� y. ��m� ^" ,,��,� zd k�a+, �""✓"�r�z .,r a,r _.:�...:.rtnr..�s,,._....„.,$�t —_:_. BCIS Home Log In User Registration Hat Topics Submit Surcharge Stats&Facts ( Publications , FBC Staff ;t BCIS Site Map Links 'Search Flanda as ' Product Approval USER:Public User Product ADoroval Menu>Application Detail i'z FL# k FL15210-R6 Application Type Revision a Code Version 2017 Application Status Approved Comments 3 ' Archived El Product Manufacturer Plastpro Inc./NanDPlasticsCorp.Address/Phone/Email 5200 W CENTURY LOS ANGELES,CA(440)969-9773 Erickw@rwbldgcons i Authorized Signature Vivian Wright zs :dj rickw@rwbldgconsultants.com P i Technical Representative Scott Johnson ' Address/Phone/Email 5200 W Century Blvd. Los Angeles,CA 90045 b (440)969-9773 Ext 18 t a scottjohnson@plastproinc.com q � Quality Assurance Representative Ron O'Connell Address/Phone/Email 5200 W Century Blvd. ( � ntLos Angeles,CA 90045 (440)969-9773 Ext 16 ronoconnell@plastpro.com Category Exterior Doors , Subcategory Swinging Exterior Door Assemblies ' Compliance Method Evaluation e m a Florida Registered Architect or a Licensed Florida Professional Engineer ❑ Evaluation Report-Hardcopy Received = a j f Florida Engineer or Architect Name who developed the Lyndon F. Schmidt, P.E. Evaluation Report ft Florida License PE-43409 = r Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Ryan J. King, P.E. � s Validation Checklist-Hardcopy Received Certificate of Independence FL15210 R6 COI (a)Certificate of Independence.Rdf S � ._W Referenced Standard and Year(of Standard) Standard Year ` ASTM D1929 1996 ASTM D2843 1999 https:Hfloridabuilding.orgtpr/pr_app_dtl.aspx?paramwGEVXQwtDgv3yVVK.IZIQRCFPqu8gbCgpaL%2fcMd8xBvDdrXKxpoHldA%3d%3d[1/4/2018 11:40:49 AM] Florida Building Code Online ASTM D635 1998 ASTM D638 2003 ASTM E1300 2004 ASTM E84 2005 ASTM G26 1995 G 155 2005 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL15210 R6 Eauiv (a) Eauivalency of Standards.pdf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/13/2017 4 Date Validated 09/18/2017 Date Pending FBC Approval 09/20/2017 Date Approved 12/12/2017 Summar of Products^ FL# Model Number or'Name fS � , Description 15210.1 a. Smooth/Wood Grain/White Wood 6'8"Impact"Opaque Fiberglass Single Door- . Grain%Rustic/Mahogany Series O Inswing/Outswing (X-Configuration) >y Fiberglass Door wi Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R6 II (b) Inst 15210.1.E 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 15210.1 for Design Pressure Ratings, any FL15210 R6 AE (h) Eval 15210.1.E additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.2 D. Smooth/Wood Grain/White Wood 6'8"Impact"Opaque Fiberglass Single Door with Sidelite or Grain/Rustic/Mahogany Series 0 Sidelites-Inswing/Outswing (OX or XO; OXO-Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FLIS210 R6 II (b)Inst 15210.2.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 15210.2 for Design Pressure Ratings,any FL15210 R6 AE (b) Eval 15210.2,pdf additional use limitations, installation Instructions and.product Created by Independent Third Party: Yes particulars. a. 15210.3 c. Smooth/Wood Grain/White Wood 6'8 "Impact"Opaque Fiberglass Double Door with or without Grain/Rustic/Mahogany Series 0 Sidelites-Inswing/Outswing (XX; OXXO-Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R6 II (b) Inst 15210.3.pdf 'a 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 15210.3 for Design Pressure Ratings,any FL15210 R6 AE (b) Eval 15210.3,pddf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.4 d. Smooth/Wood Grain/White Wood 6'8 "Impact"Glazed Fiberglass Single Door-Inswing/Outswing Grain/Rustic/Mahogany Series 0 (X-Configuration) Fiberglass Door https://floridabuilding.org/pr/pr_app_dti.aspx?param=wGEV XQwtDgv3yV V KJZ I QRCFPqu8gbCgpaL%2fcMd8xBvDdrXKxpoHIdA/3d%3d[1/4/2018 11:40:49 AM] Florida Building Code Online Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R6 II (b) Inst 15210,4.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 15210.4 for Design Pressure Ratings,any FL15210 R6 AE (b) Eval 15210.4.pdf 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 O Sidelites-Inswing/Outswing (OX or XO; OXO-Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FLIS210 R6 II (b)Inst 15210 5.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 15210.5 for Design Pressure Ratings, any FL15210 R6 AE (b)_Eval 15210 S.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.6 f.Smooth/Wood Grain/White Wood 6'8"Impact"Glazed Fiberglass Double Door with or without Grain/Rustic/Mahogany Series O Sidelites-Inswing/Outswing (XX; OXXO-Configurations) Fiberglass Door Limits of Use , Installation Instructions .Approved for use in HVHZ:Yes FL15210 R6 II (b)-Inst 15210.6. d[dff 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 15210.6 for Design Pressure Ratings, any FL15210 R6 AE ( val 15210.6.12df additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.7 g. Smooth/Wood Grain/White Wood 8'0"Impact"Glazed Fiberglass Single Door-Outswing (X- ' Grain/Rustic/Mahogany Series O Configuration) Fiberglass Door Limits of Use Installation Instructions Q Approved for use in HVHZ:Yes FL15210 R6 II (b) Inst 15210.7.1df 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 15210.7 for Design Pressure Ratings,any FUS210 R6 AE (b) Eval 15210.7.pdf additional use limitations, installation Instructions and product Created by Independent Third Party: Yes particulars. 15210.8 h. Smooth/Wood Grain/White Wood 8'0"Impact"Glazed 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 FL15210 R6 II (b)Inst 15210.8.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F.`Schmidt, P.E. 43409 3_ Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.8 for Design Pressure Ratings,any FL15210 R6 AE (b) Eva[ 15210.8.pdf additional,use limitations, installation instructions and product Created by Independent Third Party: Yes =t particulars. 15210.9 i. Smooth/Wood Grain/White Wood 8'0 "Impact"Glazed Fiberglass Double Door with or without Grain/Rustic/Mahogany Series O Sidelites-Outswing (XX; OXXO-Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R6 II (b) Inst 15210.9.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 15210.9 for Design Pressure Ratings, any FLIS210 R6 AE (b) Eval 15210.9.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.10 j. Smooth%Wood Grain/.White Wood 8'0"Impact"Opaque Fiberglass Single Door-Outswing (X- Grain/Rustic/Mahogany Series O Configuration) Fiberglass Door https://floridabuilding.org/pr/pr_app_dtl.aspx7param=vGEVXQwtDgv3yVVKJZIQRCFPqu8gbCgpaL%2fcMd8xBvDdrXKxpoHIdA%3d%3d[1/4/2018 11:40:49 AM] Florida Building Code Online Limits of Use Installation Instructions Approved for use in HVHZ:Yes 1115210 R6 II (b)Inst 15210 10 2f Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E. 43409 a 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 FL15210 R6 A (b) Eval 1 S 10.10.2f 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 O Sidelites-Outswing(OX or XO; OXO-Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FLIS210 R6 II (b)Inc IS 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 Design Pressure: N/A Evaluation Reports Other: See INST 15210.11 for Design Pressure Ratings, any FLIS210 R6 AE (b) Eval 15210,11.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.12 I. Smooth/Wood Grain/White Wood 8'0"Impact"Opaque Fiberglass Double Door with or without Grain/Rustic/Mahogany Series 0 Sidelites-Outswing(XX; OXXO-Configurations) Fiberglass Door Limits of Use Installation Instructions ' Approved for"use in'HVHZ:Yes FL15210 R6 II (b)Inst 15210.12 I2df 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 15210.12 for Design Pressure Ratings,.any FL15210 R6 AE (b) Eval 15210.12. d[dff additional use limitations,installation instructions and product Created by Independent Third Party: Yes particulars. 15210.13 m. Smooth Wood Grain/White Wood 8'0 "Impact"Opaque Fiberglass Single Door with Surface Bolts Grain/Rustic/Mahogany Series 0 -Outswing (X- Configuration) Fiberglass Door * Limits of Use Installation Instructions Approved for use in HVHZ:Yes FI-1S210 R6 II (b) Inst 15210.13.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 FL15210 R6 AE (b) Eval 15210.13.pdf 'T additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.14 n. Smooth/Wood Grain/White Wood 8'0"Impact"Opaque Fiberglass Double Door with Surface Bolts Grain/Rustic/Mahogany Series O on Active Door panel -Outswing (XX-Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL1S210 R6 II (b)Inst 15210.14.ndf 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 15210.14 for Design Pressure Ratings,any FLIS210 R6 AE (b) Eval 15210.14.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.15 o. Smooth/Wood Grain/White Wood 8'0 "Impact"Glazed Fiberglass Single Door utilizing the Grain/Rustic/Mahogany Series 0 WINDSERTT" an operational window insert-Outswing (X - Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R6 II (b) Inst 15210.15. dmf 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 15210.15 for Design Pressure Ratings, any FL15210 R6 AE (b) Eval 15210.15.2f additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. :kap. .. https://floridabuilding.org/pr/pr_app_dtl.aspx7param—vGEVXQwtDgv3yVVKJZIQRCFPqu8gbCgpaL%2fcMd8xBvDdr)KxpoHIdA%3d%3d[1/4/2018 11:40:49 AM] Florida Building Code Online � Contact Us:,2601 Blair Stone Rod Tallahassee F3?>9Phone,850-487-184 The State of Florida is an AA/EEO employer-tbovrioht 2007-2013 State of Florida.:•Priyacv 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: Credit Card �a Safe https://floridabuilding.org/pr/pr_app_dtl.aspx2param=wGEVXQwtDgv3y V V KJZ IQRCFPqu8gbCgpaL%2fcMd8xBvDdrXKxpoHldA%3d%3d[1/412018 11:40:49 AM] R W 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 ReportI / Augitstlibi,2017 Product Category Sub Category Manufacturer roduct ame Swinging Plastpro,Inc. Smooth/Wood Grain/White Wood Grain Exterior Exterior Door 5200 We Century Blvd. Rustic/Mahogany Doors Los Angeles,Assemblies g ,CA 90045 Series O 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.61 G20-3, Method 1 D 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 erein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition(2017)Florida Building Code(FBC)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. 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&13301.2.1.2.1. 5. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15210.1 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 infiltration 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. See drawin FL-15210.1 for size and design pressure limitations. Supporting ocumen s: 1. Test Report No. Test Standard Testing Laboratory Signed by TEL 01390365 TAS 201-94,202-94&TAS 203-94 Testing 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. Drawing No. Prepared by Signed&Sealed by No.FL-15210.1 RW Building Consultants,Inc.(CA#9813) Lyndon F.Schmidt,P.E. 3. Calculations Prepared by Signed&Sealed by Anchoring RW Building Consultants,Inc.(CA#9813) Lyndon F.Schmidt,P.E. uality Assurance 4 Certificate of Participation issued by National Accreditation and Management d0�©d00 SC� �ggAAOp Institute,certifying that Plastpro,Inc.is manufacturing products within a quality �v0®� °rte° assurance program that complies with ISO/IEC 17020 and Guide 53. No 43409 ry .. Cr. -13 - STATE OF :4, �� t ,�j P �"� Lyndon F.Schmidt,P.E. �sBt`s -7 s � FL PE No.43409 Sheet 1 of 1 �0 6 g 8/31/2017 , ��p�� plastpro ���• C)w �- 5200 W. CENTURY BLVD. Z k'y° o S\ FZa, H.�••' \\ J O 1�p m LOS ANGELES, CA 90045 /, ''' •••"•k�;\ ,>,;m \ M .Oz ox m d Smooth Wood Grain / White Wood Grain aa"a„ Rustic /Mahogany Wt m 0. Series O Fiberglass Door ` °` a "g mad C O• INSWING/OUTSWING ® ® a TW "IMPACT" GENERAL NOTES Z (Y p J 1. This product has been evaluated and is in compliance with the 6th Edition(2017)Florida Building z t2 z o o Code (FBC)structural requirements including the"High Velocity Hurricane Zone"(HVHZ). O J �� 3 � 0 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base O w w material shall be beyond wall dressing or stucco. t; 3. When used in the"HVHT'this product complies with Section 1626 of the Florida Building Code and LL 0 0 o a does not require an impact resistant covering. n ® a v ¢ G a 0 4. When used in areas outside of the"HVHT'requiring wind bome debris protection,this product w Y x} n complies with FBC Sections 1609.1.2&R301.21.2 and does not require an impact resistant covering. O p E This product meets missile level"Wand includes Wind Zone 4 as defined in ASTM E 1996 and FBC 5 ih C3 0 Sections 1609.1 .2& 301.2. .2. . S. For 2x stud construction,anchoring of these units shall be the same as that shown for2x buck masonry N N H construction. m W W O 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a it- rn licensed engineer or registered architect. °L E� 00 9 7. Outswing configurations meet water infiltration requirements for"HVHT'.All other configurations do F not meet the water infiltration requirements for the"HVHT'and must be installed only in non-habitable o 0 z 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. m TABLE OF CONTENTS N° a 0 o nn � SHEET# DESCRIPTION SHEET# DESCRIPTION i 1 Typical Elevations,Design Pressures&General Notes 7 Horizontal&Vertical Cross Sections(Direct to Masonry) MAX DESIGN PRESSURE(PSE):: N'z v 2 Door Panel Details 8 3-point lock details CaNF1GURATION FRAME an-02116112 °z �a 3 Horizontal&Vertical Cross Sections 2X Buck 9 3 oint lock details DIMEN ON POSITIVE NEGATIVE; ( ) P _ sG1E N.T.S. 4 Horizontal&Vertical Cross Sections(1X Buck) 10 Buck and frame anchoring M.rn: JK 6 5 Horizontal&Vertical Cross Sections(Direct to Masonry) 11 Components X 37.5"x 82.0" +75.0 -75.0 e auc.er: LFS 3 6 Vertical Cross Sections(Thresholds) 12 Bill of materials DMW NG No.: _ See sheets 2 for hardware design pressure limitations FL-15210.1 w o x sHEEr 1 or 12 n O O.7 O'. EXTERIOR 0.4 �: � �� � 0.4� gin OUn z N-; c U x 0 ry CAP(PVCJ INTERIOR LATCH STILE(LVL) TOP RAIL E a a 9 0`o a 3 HINGE STILE(LVLJ CAP(PVC) (COMP.) a m a 5 t m mdD.a --TLL D HORIZONTAL CROSS SECTION 1 o= 2 .w O J 35.75'MAXO.A. • •-• i• � WIDTH6. c3 •'9O O u v 4Lt O .. - Lii K O ® ® Y o1 Q v b O NARDWARETABIE a a . MANUFACTURER MODEL IHA1f DESIGN EXTERIOR m INTERIOR U h ::tPRESSURE;JPSnZS KNOB: SIGNATURE SERIES o m q m KWIKSET DEADBOIT: SIGNATURE SERIES 9B0 ±75 FOAM CORE e a (POLYURETHANE- s. ^� ;S O KNOB: "F•SERIES(F51) ±75 - 0 0 ¢ �c SCHLAGE } 1.9 PCF MIN.) N ti X T DEADBOLE V SERIES(B60/62) 75 :�• N to II z = cy SEE HARDWARE TABLE PAMEX LEVER: B E } W W O n DEADBOLT: FD7SERIES °=-' - 75 aj HOPPE MULTIPOINT LOCK: HLS9D003-POINT TONGUE }50 a FlBERGLASSSKIN -e (0.125°MIN.THKJ •�. ,"• �k' SEE HARDWARE TABLE a a a ENDURA MULTIPOINT LOCK: TRILENNIUM 3000(3-PT) }75 •:• _= z See sheets 5 and 6 for multipoint lock details. N° o ro BOTTOM RAIL E' ^ 1z 2 (COMP.) LEM_T DATE 02116112 1= sma 40 DOOR PANEL Dwc Ery.- N JK m s FFber�glas2 VERTICAL CROSS SECTION CHK er: LFS 3 2 DRAWING NO.: D: N S n` FL-15210.1 D 9 srEcr 2 or 12 - a R:\Olents\Plastpru,Inc PERMANENT\A-Florida Product Approvals\FL-15210 HVHZ Fiberglass-Impact Opaque and GlazeaC-Dmviings\FL-15210(2017)\FL-15210.1-6.dwg,3.1 5= �A ZO .e Oi.O ° N m a � r r a I— �.o 3m V _ Z _0 4 h a.- 14 JV 2 O N `Z X W W OWN v ® Q® ® A W WN +� O°W O en Ca O S rti o V A V N N N A N W N A 22 HP V w m o NO r 0� N Vo to N on rn n ,o W z D ° a D A :Z13 z 00 W W I � O Om yC ° °D D �r 0 Q V a. oz M 22 r v ° 11111 1111/7j 0.1 S'C-SINK (TYP) EMB.PYP.) L�fiC 4 ND.43409 PRODUCT: Document®Prepared By.PLASTP �• IW N BERGLASS DOOR P.E. No ndonF0 43408 id! FlLI—` `��`` o �C In 2 7 24 77 UPDATE TO 6TH ED. 2017 FBC JK PART OR ASSEMBLY; BUILDING CONSULTANTS, INC. Ip y\ 1 3 9 75 UPDATE 70 5TH ED. 2014 FBC JK P.O. Box 230, Volrlco, FL 33595 N tJ NO DATE BY HORIZONTAL & VERTICAL Phone No.: 813.659.9197 REVISIONS CROSS SECTIONS (2X BUCK) PBPE CA No. 9813 ©201 6 R.W.BUILDING CDN—ANTE]INC. R:%Clents\Plastpro,Inc PERMANENT\A-Flodda Product Approvals\FL-15210 HVH2 Rberglan-Impact Opaque and Glazed\C-Drawings\FL-15210(2017)\FL-15210.1-6.dwg,4.1 O r_ rn 4 < a. ..4 4° o n a� D O�2 mS c o o F.a n m'�O �? Kc A 3�O � o O $ N Z o O A A N cO-Mc v m O �4 c-: t0 N 7 a O c M m M IT A n Os c3o�mq OXr N O Q = rn °. I� ,v N 1-1/4"MIN. �VCF1ie '.j EMB. 6,,<- No.43409 PRODUCT: Document. Prepared By: ; PLASTPRO INC. Lyndon F. Schmldt '�/iDA•' Q��`` FIBERGLASS DOOR P.E. No. 43409 /i Ln y 2 7 24 17 UPDATE TO 6TH ED. 2017 FBC JK PART OR ASSEMBLY: BUILDING CONSULTANTS, INC. p 1 3 9 15 UPDATE TO 5TH ED. 2014 FBC JK �� P.O. Box 230, Valrlco, FL 33595 NO DATE BY HORIZONTAL & VERTICAL VY phone No.: 873.659.9197 REVISIONS CROSS SECTIONS (IX BUCK) FBPE CA No. 9813 ®2016 R.W.BUILDING CONSULTANT.INC. R:\Olents\Plastpro,Inc PERMANENT\,-Florida Product Approvals\FL-15210 HVHZ Fiberglass-Impact Opaque and Glazed\\CC--DDrrawings�\FL-15210 _(2017)\FL-15210.1-6.dwg,5.1 O m d° O�_ d Fg.O Q ' oA 3 m a N 22 O o 2 122 O O N N O poN I o?.� V ^1 N N m�O M 3 '3n mA . O 3 l7 :? 3 m ° < F ' c q ° Z ° c_ ° m O p m m 0 2 A N W O O .Z1 ve O�qCO m min ° o�r_ 00 ° jtco) v 3 0 2 Z M O N 1-1/4"MIN. $CH717j���i EMB.(TYP. M/fir i�� No.43409 PRODUCT: Dacumenta Prepared By: PLASTPRO INC. Lyndon F. Schmidt ��i '•� ..... I� I v FIBERGLASS DOOR P.E. No. 43409 N c 2 7 24 17 UPDATE TO 6TH ED. 2017 FBC JK PART OR ASSEMBLY: @ BUILDING CONSULTANTS, INC. IN p (/7 1 3 9 15 UPDATE TO 5TH ED. 2074 FBC JK r�Ul/ P.O. Box 230, VDIrIco, FL 33595 w NO DATE BY HORIZONTAL & VERTICAL CROSS vvV Phone No.: 813.859.9197 REVISIONS SECTIONS DIRECT TO MASONRY) FBPE CA No. 9813 0 201 6 R.W.BUILD-Co...--.IND. 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R:\Olents\Plastpro,Inc PERMANENT\A-Florida Product Approvals\FL-15210 HVHZ Flherglao-Impact Opaque and Glazed\C-Drawings\FL-15210(2017)\FL-15210.1-6.dw9,7.1 m z t.25 MAX. c�pbT 0 MIN. $.7 too0 z �- fp^ .o O 7 T 3 T y V Vr n O oo rn � z 1-1/4"MIN. g o^ r EMB,(TYP.) o A AA J Vtv \o 0y _ Oy �o O 'a, n A A 3 O N Q Z X00 z 00 :3 n _ o ^ 0 oI� N o o Cn 1.25 Q ` MIN. A z 2.25' 1.5'MAX. Z 4 MAX. 0 0o O z o a T 1.S' C, 3 MIN. 0 o n Tv Q F- :j; A T b' y O T 3 n 3!Z Va A Z C)7 0 _ y 1-1/4"MIN. Ao o y EMB.(TYP.) F0 O n dS N A g v Z .. va C:�jo O :3 yy3- 3 0- n 4. p^ O. e 0 o y MIN. `�\1111uNq// to o, T z �.`` 9CHly� Q n z 4.25'- a 1.5'MAX Q _ _ No.43409 T v i PRODUCT: Documents Prepornd By: y F PIASTPRO INC. Lyndon F. Schmidt iii ��DA•' �`� r n O P.E. No. 43409 �//•••%•••••••• IV o Z N FIBERGLASS DOOR /fill ONAL,%""\` N r y of 2 7/a2:4!/77 UPDATE TO 6TH ED. 2017 FBC JK PART OR ASSEMBLY: �Q !BUILDING CONSULTANTS, INC. Ip to\ 1 319115 UPDATE TO 5TH ED. 2014 FBC JK r/L��/ P.O. Box 230, Volr7co, FL 33595 N ro NO DATE BY HORIZO AL & VERTICAL VY phone No.: 813.659.9197 REVISIONS SECTIONS DIRECT TO MASONRY) FBPE C.A No. 9913 0 2012 R.W.BUILDING CIONBUI-NTB INC. R:\Olents\Rastpm,Inc PERMANENT\A-Florida Product Approvals\FL-15210 HVHZ Fiberglass-LnpaCt Opaque and Glazed\C-Drawings\FL-15210(2017)\FL-15210.1-6.dwg,9.1 C OVERALL HEIGHT D in HANDLE HEIGHT m O O o m m G) w y CA 10.04" m co N N 4.63" 0 r—3.63" I �f`0.11" z o oc O O O s .� ms � N ;s u, z 3 m a m (--�--� o ® u O y _ r 0.1" 5 0A Do X A X Do NA X JC Do m m m m m ?p n n ? n n n n Ve W } V• � � V• pNp y� 3 m 3.61"� w IIs, C4 ``t\111111IT1/ 43.07' v••NcP1v8F G No.43409o � PRODUCT: Document. Prepared 9y. PLASTPRO INC. Lyndon F. Schmidt i�'i,A •• DI'•':����` m I R N FIBERGLASS DOOR P.E. No. 43409 �c��tt1YS/Q�A�f�O N -i rn 2 7 24 17 UPDATE 70 6TH ED. 2017 FBC JK I PART OR ASSEMBLY: BUILDING CONSULTANTS, INC. I� p x fA 1 3 9 15 UPDATE TO 5TH ED. 2014 FBC JK 3-POINT LOCK DETAILS P.O. Box 230, Valrico, FL 33595 N -• N NO DATE BY Phone No.: 813.859.9197 REVISIONS FBPE C.A. No. 9813 ®201 2 R.W.BUILDING CONS-ANTS IND. R:\Olents\Rastpro,Inc PERMANENRA-Rorlda Product Approvals\FL-15210 HVHZ Fiberglass-Impact Opaque and Glazed\C-Drawings\FL-15210(2017)\FL-15210.1-6.dwg,9.1 4 O C W V OZ n z �Q3 It a ® o N a N N °5 0 n 3 G7 ca C3 � V z O 24.25" 23.0" 15.0" No.43409 4' S 2 $ PRODUCT: Documents Prepared By: 'r-1 i PLA57PRO INC. Lyndon F. Schmidt �,�s•••�,pµtpA,. Q``�� I� I o N FIBERGLASS DOOR P.E. No. 43409 .o^ N `' N O1 2 7 24 17 UPDATE TO 6TH ED. 2017 FBC JK PART OR ASSEMBLY: � BUILDING CONSULTANTS, INC. IN p in 1 319115 UPDATE TO 5TH E0. 2014 FBC JK 3—POINT LOCK DETAILS Y4 P.O. Box 230, VCIrIco, FL 33595 ha NO DATE BY Phone No.: 813.659.9197 REVISIONS FBPE C.A. No. 9813 2012 R.W.9l,ILDINB CONSULTANTB INC. 4" 49/16"JAMB P DIRECT TO MASONRY JAMB PP.) ��,.\\ n1 P) (SEE SHEET 7) ``Al, J�.1 n Y ``,; g N 5010 o ` SEE HINGE L 2X BUCK a v N-:_ D TYP.HEAD DETAIL(TYP.) e a z -.0.4 ci &JAMBS o G IX BUCK (� o E m m o r D DIRECT TOS Cl a m m aarm.. MASONRY a MASONRY MASONRY y ,� OPENING OPENING TYP.HEAD E oz &JAMBS ' =vi US .3'd FRAME _ o: 0 2X BUCK 49/16"JAMB M o iv Q ~ 2X BUCK ^49/16"JAMB N rrS m Zi o b h oo DIRECT TO ' gw -w m p MASONRY am JAMB(TYP.) _ o Y (SEE SHEET 7) $ o a m o- o- ( ADA SILL m — ONLY E a fn • - .. nor • 0 0 N N N LU S = BUCK ANCHORING STRIKEJAMB FRAMEANCHORING HINGE JAMB P w o Masonry construction D d � 00 m CONCRETE ANCHOR NOTES: DIRECT TO W '2 1.Concrete anchwlocaftom at the comers maybe adrusted to mainfafn the min. DIRECT TO MASONRY M DIRECT TO ¢a o $ edge distance to mortarjoints. MASONRY M a a 2 Concrete anchor focations noted as MAX.ON CENTER'must be adjusted to M MASONRY » z maintaln the min.edge distance to morforlokft addffonal concrete anchors 28a 1 X BUCK G n' m may be required to enure the MAX ON CENTER*dmemfon are not exceeded. G 1 X BUCK 9 1 X BUCK G w a 3.Concrete anchor table 2X BUCK L 9 ry m~¢ F "' MIN CLEARANCE iA11N CLEARANCE 58 2X BUCK 2X BUCK L n n o :ANCHOR- ANCHOR JdIN 2XBUCK 58 m TO MASONRY 70 ADJACENT 11 'i TYPE SIZE FMBEDME.... z ` 1X BUCK 11 DIRECT TO IT.W M MASONRY 11 11 DAM 02116112 = DIRECT TO 11 ❑ sem: N.T.S. ° Elco t/4• t-t/4• t• P MASONRY G 1XBUCK Dwc tm JK m' ULT, S EF TAPcoNt Asx t•t ilz 58 2X BUCK clx BY. LFS 3 DRAWING Naz ¢ 1•wo00 SCREW INSTALLATION S ed NOTES: LATCH d DEADBOLTDETAIL HINGE DETAIL HINGE DETAIL N Maintain a mvrmlum 5/8•edge distance,1'end distance,d 1'o.c.spacing o/ FL-15210.1 y wood screws to prevent the spfitling of wood. Inswing Outswing N si a —-LOL of 12 R:\Dlents\Plastpro,Inc PERMANENT\A-Florida Product Approvals\FL-15210 HVHZ Rberglass-Impact Opaque and Glated\C-Drawings\FL-15210(2017)\FL-15210.1-6.dwg,11.1 �1.4" �1J5" w w w w 00 00 q+a W N O H a O 3 ro ro cF O S x � 6 6 6 ,� .98" V Ow0 w+ �i 0i n0 00 =f C 0 yy a 6 6 zc eo 0.65' V g'm 1.2" ay o m �s s a 0 a a ` T P 6 m 0.937' .S' S 0 75 F•--F 0.7S' m m O'�7�i `. v•�ucEiiaF••.�` •, No.43409 g Q PRODUCT: Do—nt. Pr p—dl By: , Ts PLASTPRO INC. Lyndon F. Schmidt ��i •••'•% On•'�Q����` I+ o Y Z FlBERGIASS DOOR P.E. No. 43409 N y 2 W24 UPDATE TO 6TH ED. 2017 FBC JK PART OR ASSEMBLY: @n,/BUILDING CONSULTANTS, INC. ., 1 UPDATE TO STH ED. 2014 FBC JK e�'�I/ P.O. Box 230, Valrico, FL 33595 IN N NO DATEBY COMPONENTS v/YY Phone No.: 813.659.9197 REVISIONS FBPE C.A. No. 9813 0 201 2 R.W.9—DIN.C—S—A—B INC. BILL OF MATERIALS i}," zat�' g V J MATERIAL cQ_-a3REM DESCIUMON n n A 1X BUCK SG>=0.55 WOOD :tl>: z F;•'O� d� B 2X BUCK SG>=0.55 WOOD "' D 114'X 2314 PFH ELCO OR TTW CONCRETE SCREW STEEL.SHIM SPACE '' SII LII ��� %% o n z° MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI °a E301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE Z G 3/16"x 3-1/4"PFH ITW CONCRETE SCREW STEEL m OIL 3 I 114'X 1-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL a a J 1/4!'X 3-3/4"PFH ELCO OR[TW CONCRETE SCREW STEEL o K 1/4"X 2-1/4"ITW CONCRETE SCREW STEEL ;Z L #10 X 2-1/2'PFH WOOD SCREW(1.15'MIN.EMBEDMENT) STEEL ° `w o 'fid M 3/16"X 2-1/4"ITW CONCRETE SCREW STEEL N 3116'X 2-3/47W CONCRETE SCREW STEEL P 1 XX 2-1/4"PFH ELCO CONCRETE SCREW STEEL 1 POLY FIBER JAMB COMP./VINYL �o s 2 FINGER JOINTED PINE FRAME WOOD zo w 7 WEATHERSTRIP FOAM �w s 8 DOOR BOTTOM SWEEP VINYL �� o 9 4'X 4"BUTT HINGE STEELm N J 11 #9 X 3/4"PFH WOOD SCREW STEEL m 223 POINT'TONGUE"MULTIPOINT LOCKSET(Mfg.BY HOPPE) STEEL of o 23 MULTIPOINT STRIKE PLATE(TONGUE SYSTEM) STEEL o 25 LATCH AND DEADBOLT STRIKE PLATE(TONGUE SYSTEM) STEEL 0 27 LATCH STRIKE PLATE STEEL m 28 DEADBOLT STRIKE PLATE(SECURITY) STEEL E 29 ADATHRESHOLD ALUM T a 30 OUTSWING THRESHOLD ALUM/WOOD 31 OUTSWING THRESHOLD ALUM/WOOD N N i2 32 OUTSWING THRESHOLD ALUM/WOOD 'n 33 OUTSWING THRESHOLD ALUM/COMP o 34 OUTSWING THRESHOLD ALUM/WOOD Ln m in 36 INSWING THRESHOLD ALUM/COMP 37 INSWING THRESHOLD ALUM/WOOD 38 INSWING THRESHOLD ALUM/COMP o 0 40 DOOR PANEL-SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS 0 Z z 55 #10X1-1/2'PFH SCREW STEEL n� - 57 BACKING PLATE STEEL 58 #8 X 2'PFH WS STEEL N o 60 MULTIPOINT STRIKE PLATE STEEL n n 'm s z 62 ENDURATRILENNIUM 3000 LOCK ASSEMBLY STEEL DAM 02116112 scALE, N.T.S. ° DM Eff: JK mm s CHIP.BY. LFS 3 E! DRAW°NO: a FL-15210.1 " S O SHEET 12 OF12 N O <R d I MIAMI•DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 I EPTANCE OA www.miamidade.eov/economy In ustries,Inc.W 90 Street FL 33166 This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code i cludin t o Hi h Vel ci urr'c e o e.- ESCRIPTION: Clip ed Extruded Aluminum Tube ull'on w/an w o Tub �sh PRO DO U : Drawing No.LAW-ML-1001,titled"Aluminum llions" 1 through 10 of 10,dated 04/27/10,with revision E dated 05/14/18,prepared by manufacturer, signed and sealed by Thomas J. Sotos,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and ex iration date by the Miami-Dade County Product Control Section. ISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA No. 17-1212.24 and consists of this page 1 and evidence pages E-1, E-2,E-3 and E-4,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No. 18-0529.03 MIAMMADE COUNTY Expiration Date: May 30,2023 Approval Date: June 14,2018 Page 1 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA's No. 02-0501.05 and 95-1212.09) 2. Drawing No. LAW-ML-1001,titled"Aluminum Tube Mullions", sheets 1 through 10 of 10, dated 04/27/10,with revision D dated 11/21/17,prepared by manufacturer, signed and sealed by Thomas J. Sotos, P.E. B. TESTS 1. Tensile Test report on 0.10"thick wall aluminum tube mullion,prepared by Hurricane Engineering&Testing, Inc., Test Report No. HETI-02-T071, dated 09/16/02,tested per ASTM ES,signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA No. 02-0501.05) 2. Test report on: 1)Uniform Static Air Pressure Test,Loading per FBC, TAS 202-94 along with marked-up drawings and installation diagram of 120"span aluminum tube mullions with C4 x 4.5 steel channel reinforcement,prepared by Hurricane Engineering&Testing, Inc., Test Report No. HETI-02-1714, dated 08/27/02, signed and sealed by Rafael E. Droz-Seda,P.E. (Submitted under NOA No. 02-0501.05) 3. Test reports on: 1)Large Missile Impact Test per FBC, TAS 201-94. 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of 120"span aluminum tube mullion with C4 x 4.5 steel channel reinforcement, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-02-1716, dated 8/27/02, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA No. 02-0501.05) 4. Test reports on: 1)Large Missile Impact Test per FBC, TAS 201-94. 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of an aluminum sliding glass door,prepared by Hurricane Engineering&Testing, Inc., Test Report No. HETI-02-1718, dated 8/27/02, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA No. 02-0501.05) 5. Test report on: 1)Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked-up drawings and installation diagram of an aluminum sliding glass door,prepared by Hurricane Engineering&Testing, Inc., Test Report No. HETI-02-1717, dated 08/27/02, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA No. 02-0501.05) Manuel Perez, Product Control Exa NOA No. 18-0ine Expiration Date: May 30,2023 Approval Date: June 14,2018 E- 1 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (coNnNuED) 6. Test report on: 1)Uniform Static Air Pressure Test,Loading per FBC, TAS 202-94 along with marked-up drawings and installation diagram of an aluminum sliding glass door,prepared by Fenestration Testing Laboratory, Inc.,Test Report No. FTL-1376, dated 01/31/96, signed and sealed by Gilbert Diamond, P.E. (Submitted under NOA No. 95-1212.09) 7. Test report on: 1)Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked-up drawings and installation diagram of two aluminum horizontal sliding windows mulled at top with a 90"span mullion and a 45"high fixed window on top,prepared by Fenestration Testing Laboratory, Inc.,Test Report No. FTL-1383, dated 02/13/96, signed and sealed by Gilbert Diamond,P.E. (Submitted under NOA No. 95-1212.09) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, prepared by manufacturer, dated 05/17/10 and updated on 01/25/12,prepared, signed and sealed by Thomas J. Sotos,P.E. (Submitted under NOA No. 12-0127.07) D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, complying with the FBC 61h Edition (2017), and of no financial interest, dated November 17,2017, issued, signed and sealed by Thomas J. Sotos, P.E. 2. Laboratory compliance letter for Test Reports No. HETI-02-1714,HETI-02-1716, HETI-02-1717, HETI-02-1718, dated 8/27/02 and HETI-02-T071, dated 09/16/02, all issued by Hurricane Engineering&Testing, Inc., signed and sealed by Rafael E. Droz-Seda,P.E. (Submitted under NOA No. 02-0501.05) 3. Laboratory compliance letter for Test Reports No. FTL-1376, dated 01/31/96, and FTL-1383, dated 02/13/96,both issued by Fenestration Testing Laboratory, Inc., signed and sealed by Gilbert Diamond, P.E. (Submitted under NOA No. 02-0501.05) Manuel PeZ,P.E. Product Control xa mer NOA No. 1 29.03 Expiration Date: May 30,2023 Approval Date: June 14,2018 E-2 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 4. Laboratory compliance letter for Test Reports No.: FTL-3619,FTL-3620, FTL-3621, FTL-3622,FTL-3623,FTL-3624, FTL-3625, FTL-3626,FTL-3627,all dated 11/27/02, issued by Fenestration Testing Laboratory, Inc., and signed and sealed by Joseph C. Chan, P.E. (Submitted under NOA No. 03-0128.06) 5. Letter from manufacturer requesting a 1-year extension to allow time to perform verification test,dated 04/07/17, signed by Nelson Erazo. G. OTHERS 1. Notice of Acceptance No. 17-0222.13 issued to Lawson Industries, Inc. for their Clipped Extruded Aluminum Tube Mullion w/and w/o Steel Reinforcement— L.M.I.", approved on 04/13/17 and expiring on 05/30/18. 2. One year approval, subjected to successful verification test. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. LAW-ML-1001,titled"Aluminum Tube Mullions", sheets 1 through 10 of 10,dated 04/27/10,with revision E dated 05/14/18,prepared by manufacturer, signed and sealed by Thomas J. Sotos,P.E. B. TESTS 1. Test report on: 1)Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked-up drawings and installation diagram of 108-1/2 span aluminum 2"x 4"tube mullion with no reinforcement,prepared by Hurricane Engineering& Testing,Inc.,Test Report No. HETI-18-6036, dated 05/04/18, signed and sealed by Rafael E. Droz-Seda,P.E. 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94. 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of 108-1/2" span aluminum 2"x 4"tube-mullions with no reinforcement,prepared by Hurricane Engineering & Testing, Inc.,Test Report No. HETI-18-6037, dated 05/04/18, signed and sealed by Rafael E. Droz-Seda,P.E. U Manuel Pere Product Control E mine NOA No. 18- 9. Expiration Date: May 30,2023 Approval Date: June 14,2018 E-3 Lawson Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 3. Test report on: 1)Uniform Static Air Pressure Test, Loading per FBC,TAS 202-94 along with marked-up drawings and installation diagram of 120"horizontal span and 74"vertical span,2"x 6"aluminum tube mullions with C4 x 4.5 steel channel reinforcement,prepared by Hurricane Engineering&Testing, Inc., Test Report No. HETI-18-6038,dated 05/22/18, signed and sealed by Rafael E. Droz-Seda, P.E. 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94. 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of 120"horizontal span and 74"vertical span, 2"x 6"aluminum tube mullions with C4 x 4.5 steel channel reinforcement,prepared by Hurricane Engineering&Testing, Inc., Test Report No. HETI-18-6040, dated 05/22/18, signed and sealed by Rafael E. Droz-Seda, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 61n Edition(2017),prepared by manufacturer, dated 05/24/18, signed and sealed by Thomas J. Sotos, P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. None. G. OTHERS 1. Notice of Acceptance No. 17-1212.24 issued to Lawson Industries, Inc. for their Clipped Extruded Aluminum Tube Mullion w/and w/o Steel Reinforcement— L.M.I.", approved on 02/01/18 and expiring on 05/30/18. Manuel erez, Product Control Ex i r NOA No. 18 52 .03 Expiration Date: May k,"12023 Approval Date: June 14,2018 E-4 THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT AND CAN BE USED WITH ALL LAWSON'S MIAMI-DADE IG SL IMPACT MISSILE �D N�' I'AI�AMIADE COUNTY APPROVED IMPACT AND NON-IMPACT PRODUCTS. ANCHOR/CLIP ANCHOR/CLIP HORIZONTAL MULLION 0 PRODUCT GLAZING RECTANGULAR ALUMINUM TUBE MULLION 11! F USING MULLION PROPERTIES.ONLY ANCHOR/CLIP HORIZONTAL MULLION GLAZING PRODUCE ,R GENERAL NOTES: TE + 1. THIS PRODUCT HAS BEEN DESIGNED TO COMPLY WITH THE z 3: REQUIREMENTS OF THE FLORIDA BUILDING CODE(2014-5th Edition&2017-6th Z>. - V] 'HZ). 0 1� Z Edition) :i!z + INCLUDING HIGH VELO0111Y HURRICANE ZONE(Kv z 44 14 's. 0 Z VERTICAL VERTICAL2. ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE 0 W= 3 APPLICABLE FLORIDA BLDG. CODE REQUIREMENTS I.E: WIND LOAD, WATER a � MULLION MULLION INFILTRATION, FORCED ENTRY RESISTANCE. SAFEGUARDS ETC, z 11 3. MULLIONS ARE APPROVED FOR IMPACT AND NON-IMPACT APPLICATIONS, Z zz IONS MAY BE MULLED. oj 0 GLAZING INCLUDING WINDOWS. DOORS OR COMBINATIONS GO P GLAZING GLAZING GLAZING m C) PRODUCT WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY To TRANSFER �D z -I 0PRODUCT LOADS TO THE STRUCTURE. E_ PRODUCT PRODUCT PRODUCT En 5.ANCHORS SHALL BE AS LISTED,SPACED AS,SHOWN ON DETAILS.ANCHORS to 2 EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 6. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS z W ARE NOT PART OF THIS APPROVAL. qy 7.A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF WOOD ANCHORS ONLY. < B. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL OR METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET I. wi W2 1, j THE REQUIREMENTS Or THE FLORIDA BLDG. CODE - SECTION 2003.8.4. U) tI MULLION SPAN MULLION SPAN WIDTH (W) wt + Wz + wi MULLION & CLIP.NOTES: z 1. FOR MULLIONS WITHOUT REINFORCEMENT REFER TO SHEET 2 OF 10 FOR DETAILS AND NOTES. REFER TO SHEET 3 OF 10 FOR MAX, MULL DESIGN PRESSURE CHARTS ANCHOR/ LIP ANCHOR/CLIP • 2. FOR MULLIONS WITH STEEL REINFORCEMENT REFER TO SHEET 9 HORIZONTAL MULLION - to 4 OF 10 FOR DETAILS AND NOTES. CHARTS 2 REFER TO SHEET 5 OF 10 FOR MAX. MULL DESIGN PRESSURE GLAZING 3. FOR CLIP TYPES AND ANCHOR CONDITIONS REFER TO SHEETS PRODUCT 10 NOTES. 'o VERTICAL 6, 7 8. & 9 OF FOR DETAILS AND CHARTS MULLION + REFER TO SHEET 10 OF 10 FOR MAX. ANCHOR DESIGN PRESSURE ft z ...... Oz :j GLAZING GLAZING 3 R .9 PRODUCT GLAZING GLAZING II PRODUCT z E E PRODUCT PRODUCT Oz I o =I< �[L 1 6 6 D V) VERTICAL MULLION ANCHOR/CLI ANCHOR/CLIP .% .......... 0 .-* ANCHOR/CLIP .. In A: In • N. A;- wl W2wt W2 W MULLION SPAN PRODUCTREVISED W1 0: ac muplywg with the florift 0 Building CO& I Wi + W�2 Wl + W2 Amcf4an ,1. 3: WIDTH W) WIDTH (W) E + D". ID I'M I. 2 2 Fw BY ... 1:4 TYPICAL MULLION ARRANGEMENTS Mi 'Da&P—mdu-dr 1.690 .125 .062 1.500 �p .156 TYP. ��_ ��2 .125 O D } I m 67 3.000 1.500 062 M Mi W .. I 3.aD5 4.00 s 1 � in o or O 1,000 ua 3ADO 0 T 2 1 O q f2 X 4 TYPICAL 2.000 Z 2.062 2.000 ;w.o rA W y I-----4.50A� STD..TUBE wlNDow FRAME ? Z �o Z MDLLION W W= \ p O 2X MULLION CLIPE00 °' „"11 G 6063-T6 .18 8� 102 �,,.1.p00.,,� .156 I 102 �1.D00--1 .156-�I( .OTB IL` 1 �1A62 1188 }-1.062 t.teB M L.1111 I Z NOTCH •L•� 6AOU 2 X 6 Z O L OPTIONAL 1 X 4 1 X 3 1 X 3 1 X 2 1 X 2 W H 3 STD. TUBE CUSTOM MULLION CUSTOM MULLION CUSTOM MULLION CUSTOM MULLION CUSTOM MULLIO v ca W �QN 6063-T6 6063-T6 6063-T6 6063-T6 6063-T6 R E.. 01 Ixx: 2.070 Ina, Izx: 1.000 ina. Ixz: 2.000 0.950 ina. Ixx: 0.370 ina. Ixx: 0.330 in j) F Sxx: 1.035 in� Sxx: 0.667 ir� Sxx: 0.633 in� Sxx: 0.370 ln� Sxx: 0.330 in� z J 2 g a o 0 (FLANGE FRAME) (FIN FRAME) (FLANGE FRAME) (FIN FRAME) (FLANGE FRAME) STANDARD TUBULAR SHAPES II TYP.WALL .725'ALL OD0--1 �i � g0000 uile^;cod,��1he F1^rida d p . ALLOY 6063-T6 I ,I25 Aac brace M I INPit tion t)alzF•.. ~ C q .750 i TYPICAL iaP\•�� GLAZING PRODUCT LZ4 I.00D gy V C .125Mi= •qAd :_�::�� TII� I.DAD Z 2.000 .125 22 .TZS 50 i 1.0.0.0 I � z I 6.000 3.000 g 1 .125 2.000 a 4 n o L m a.5p o ti r r ar 1.800 m .?N IX MULLION CLIP 2.ppp 3.aao a.ADD e c 6063-T6 1 X 4 1 X 3 1 X 2 „ y o e MULLIONS CONTAINING STD. TUBE MULLION STD. TUBE MULLION STD. TUBE MULLION u W W o$ o y 2'� •L,� TYPICAL GLAZING PRODUCTS 6063-T6 6063-T6 6063-T6 » » NOTCH 2 X 4 OPTIONAL HORIZONTAL OR VERTICAL 2 X 6 Ixj Ll 1x: 2.070 in I.X. 0.950 in Ixx: 0.330 in STD. TUBE MULLION STD. TUBE MULLION Sxx: 1.035 ins Sxx: 0.633 in} Sxz: 0.330 ins c a N a SEE WINDOW OR DOOR APPROVAL FOR a m 6063-T6 6063-T6 FASTENERS SIZES AND SPACING a y w c Z x o a Ixx: 8.280 in. 4 Ixx: 2.980 in, > u a o g Sxx: 2.760 ina Sxx: 1.490 ina E t L•� �.L.� CLIP LENGTH RECTANGULAR ALUMINUM TUBE MULLIONS 1 a m 3 INSTRUCTIONS; USING MULLION PROPERTIES ONLY MULL "L" t1tlllfJff 1 X 2 1.688' USE CHARTS AND GRarHs As FOLLOWS. THAND CANONS ARE RATED USEDUSED WITH AL FOR LAWSONESMISSILE MIAM DADEIMPACT °g t • i1i��( STEP 1 DETERMINE DESIGN LOAD REQUIRED FOR PARTICULAR OPENING. m°° /V� ti 1 X 3 2.688' COUNTY APPROVED IMPACT AND NON-IMPACT PRODUCTS. tl1 �; ••'�bd of STEP 2 USE APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD (V NOTCH 1 X 4 3.688' REoOtREMENTS. OPTIONAL. T USE CONNECTION TO MULLION AS PER PRODUCT 2 X 4 3.688' ''- p�-- APPROVAL. NOTES -: 4T:•,y N W .125 MIN. 2 X 6 5.688' .STS 4 SPECIFY MMIMUM SHIM SPACING, 1. REFER TO THE GENERAL NOTES ON SHEET <c 2AOA USING CHART$ON SHEET 3 OF 10 SELECT uuwoN szE 1 OF 10 FOR BUILDING CODE COMPLIANCE. o� I 1. ALL CLIPS AND ANGLES ARE TO FtT STEP 5 WITH DESIGN RATING MORE Truss DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. 2. MULLIONS MAY BE ORIENTED VERTICALLY OR SNUG INTO TUBE MULLIONS. a 1 ANGLE CUP 2. WHERE ANGLES AR£ NOT FIT SNUG LrnNG ANCHOR T1PES ON SHEET 6 TxRu 9 AND ANCHOR CHARTS HORIZONTALLY. ,, '•' f,<T.•,e` INTO TUBE MULLIONS. SEE OPTIONAL STEP 6 ON SHEET 9•SELECT ANCHOR TYPE WITH DESIGN RATING 3. REFER TO SHEET t OF 10 FOR TYPICAL MULLION W -ZDoa-� 6063-T6 ANCHOR DETAIL AT SHEET 9 OF 10. MORE THAN THE DESIGN LOADS SPECOIED IN STEP 1 ABOVE. ARRANGEMENTS OR STACK CONFIGURATIONS. C TUBEAJLLIONS TUBE MULLIONS TUBE MULLIONS Width(w) MULL SPAN IX2 IX4 2X4 � 2X6 Width(Vj MULL SPAN 1 X 2 1X3 IX4 2X4 2X6 Width f MULL SPAN IX2 I X 3 (-1 X 401 2XG X 6 -2X4 I _KL_ z 18 125.-0 M5.20 125.0 125.0 18 28.3 81.5 125.0 125.0 125.0 18 -19-3 --42-1 6-05 125.0 1250 24 125.0 125.0 1 125.0 125.0 125.0 24 21.2 61A 133.2 125.0 125.0 24 - 31.5 45.4 126.2 1 17.0 48.9 106.5 125.0 125,b 123.0 125.0 F V.SQ_ ii.0 125.0 30 30 25.2 36.3 100.9 !2 I z 36 125.0 125.0 125.0 125.0 36 - 40,7 88.8 127�8 125.0 21,0 30.3 84A 102.5 36 42 87.9 125.0 7257- 125.0 1 125.0 42 - 54,9 76.1 109.5 125.0 42 18.0 25.9 72.1 z 48 76.9 125.0 125.0 125.0 1 125.0 48 74-114" 30.6 66.6 95.8 125.0 1 48 120" 15.8 22.7 63.1 54 582 137.6 125.0 125.0 1 125.0 64 - 20.2 56.1 27.2 59.2 85.2 125.0 64 3; 61.5 123.9 125.0 24.4 53.3 76.7 144.2 so 18.2 50.5 60 125.0 125.0 60 55.9 IIZ6 6 c� z 66 125.0 125.0 125.0 66 22.2 48A 69,7 1313 66 1E5 45.9 1 z :z 1 C) 72 513 103.2 125.0 125.0 125.0 72 20.4 44.4 63.9 120,2 72 15.1 42.1 78 47.3 95.3 125.0 125.0 125.0 7-8 18.8 41.0 59.0 110,9 78 - 388 1s 89.3 125.0 125.0 125.0 125.0 18 56.3 122.6 125.0 125.0 1831.6 45.5 126.4 :D In 24 67.0 125.0 125.0 125.0 125.0 24 42.2 92.0 132,4 125.0 24 23.7 34.1 94.8 2 rA 30 53.6 142.3 125.0 125.0 125.0 30 33.8 73,6 105.9 125.0 30 19.0 27.3 75.8 36 44,6 118.6 125.0 125.0 125.0 36 28.1 61.3 88.3 125.0 36 15.8 22.7 63.2 42 38.3 101.7 125.0 125.0 125.0 42 24.1 52.6 75.7 125,042 - 19.5 54.2 E- 48 50-61811 33.5 89.0 145.4 125.0 125.0 48 w 21.1 46.0 6E2 140.8 48 132" 17.1 47.4 -A 64 29 79.1 129,2 125.0 125.0 54 18,8 40,9. 58.8 125.2 64 Z p .8 15.2 4Z 1 z 60 26.8 71.2 116.3 125.0 125.0 so 16.9 36.8 53.0 112.7 60 - 37.9 o 66 24.4 64.7 105.7 125.0 125.0 fie 15.3 33.4 48.1 1024 66 34.5 72 223 59.3 96.9 139.5 125.0 72 - 30.7 44.1 93.9 72 31.6 78 20,6 547 89.5 128.8 1 125.0 78 - 28.3 40.7 86.7 78 29.2 18 62.6 125.0 125.0 125.0 125.0 18 - 37,7 821 118.3 125.0 1 18 24.3 1 35.0 974 24 46,9 135.1 125.0 125.0 125.0 24 - 28.3 61.6 88.7 125.0 24 18.3 26.3 1 73.0 30 37.5 108.1 125.0 125.0 125.0 30 - 22.6 49.3 71.0 125.0 30 - 21.0 58.4 24 36 31.3 90.1 125.0 125.0 125.0 36 - 18.8 41.1 59'1 143.8 36 -17.5 48.7 42 26.8 77.2 131.1 125.0 125.0 42 - 16.2 35.2 50.7 123.2 42 15.0 41.7 z 48 57" 23.5 67.5 114.7 125.0 125.0 48 96", 30.8 44.3 107.8 48 144" - 36.5 z 5- 27.4 39.4 95.8 64 32.5 4 20�9 60.0 101.9 146.8 125.0 54 �-qa z 60 18.8 54.0 913 132.1 125.0 60 24.6 35.5 86.3 60 29.2 m 66 17.1 49.1 83,4 120.1 125.0 66 22-4 32.3 78.4 1 66 26.6 72 15.6 45.0 76.5 110.1 1250 72 20.5 29.6 71.9 72 24.3 ra 78 - 41.6 70.6 101.6 125.0 78 19.0 27.3 66.3 78 22.5 0 30 18 46.3 133.4 125.0 125.0 125.0 18 26.5 57-7 83.1 125.0 18861 31.0 24 34.8 100.0 125.0 125.0 125.0 24 19.9 43.3 62.3 125,0 24 23.3 64.6 27.8 80.0 125.1L 125.0 125.0 30 15.9 34.6 49.8 136.3 30 18.6 51.7 36 U15 9 34 23,2 66.7 1-125.2 125.0 125.0 36 '6 28.8 41.5 113,6 36 15.5 43.1 19.9 572 125.0 125.0 42 24.7 35.6 97.4 42 36.9 48 17.4 50.0 93.9 135.1 125.0 48 108" 21.6 31.1 48 ISO" 32.3 c 6-4 15A 44.'5 83.4 120.1 54 19 1 5.0 19.2 27.7 1 75.7 64 28.7 1 -2 60 40.0 75A 125.0 60 17.3 24.9 68.1 So 5.8 15 66 36.4 68.3 125.0 62.0 3.5 E E 66 15.7 22.7 2 E2 72 21.5 4 L; 781 57.8 83.2 1 125.0 19.2 1 52.4 66 19.9 [ 72 7 1 30.8 1 78 HORIZONTAL MULLION TYPICAL MULLION ARRANGEMENTS ......... VERTICAL PRODUCT NA, MULLION ARCHES TO BE INSCRIBED4.Sk INSIDE RECTANGULAR SHAPE z ox a 0 O. GLAZING GLAZING NOTE: J. m'. .1,- PRODUCT PRODUCT Q. ULLIONS RATED IN THESE CHARTS MAY BE ORIENTED PRODUCTREVISE0 016, (A �,..Pjyurj,�nhthe Fkdd- rt VERTICALLY OR HORIZONTALLY. 3: GLAZING GLAZING Building Code In PRODUCT (INTERPOLATION BETWEEN WIDTHS ALLOWED) PRODUCT Acc P I WIDTH (W) = MIT + W2 By W1 L_A2 ftoduc, 01 2 Mi MULLION_SPAN__ -1.690L z5- 1.000 U500 (n In 4 .062 -7 .688 Q� r4l Q 0 .125 .688 Q Z A, t.125 ,, I I . r _T 2 .156 TYP�� 3.000 1.732 ra 9 Z A, 15. 4 ",o* 0 4.000 2 7.405 4.M 31100 000 316 0 Q F 2 X 4 4 000 3.6Z5 3.000 2.688 in Z STD. TUBE 1;o C rTYP. 2E>:' - VI MULLIONWINDOW z w 0 z I z TYPICAL FRAME L so 0 4.500- Lu -:I W - 2X MULLION CLIP .188 J .156-1 1 - =) u 6 1.062-1 z I �l -14 STD. TU N 1 x 3 is 54 GD63-T SIZ, `MULLIQ 4 NOTC6x00 STD. TUBE H X 4 STD. TIUBXE MULLION 1 x 3 6063-T6 CUSTOM MULLION OPTIONAL CUSTOM MU 6053-T6 CUSTOM M I 6063-T6 IX! 6063-T6 4 lxx: 4.709 i 4 IxX: 4.709 lr�. 2.168 in 4 I.x: 2.168 1 2�218 in, N. n, n' 'o Sxx: 2.355 in. Sxx: 2.355 in� Sxx: 1.445 in. Sxx: 1.445 in. x: 1.47 n� :D (FLANGE FRAME) I (FLANGE FRAME) (FIN FRAME) z STANDARD C> TYR WALL .125"ALL 2=0 LSEG cl. ALLOY=6063-T6 EQ .750 TYPICAL GLAZING PRODUCT II STA' TYPICAL GLAZING 380 Al ;< 1.000 exo 125 2.250 y 4.009 6,000 112 S.M.S. 012'D.C. 4.000 A25. d.500 1625 c c 3.000 C000 IX MULLION CLIP a So 6063-T6 Z M LL11 NS CONTAININ -L'"\ c4X5.4 TYPICAL GLAZING PR LICT NOTCH x OPTIONAL L 0 ERTICAL ppODUq.PE=Flmw. & A SEE WINDOW 0 OR APPROVAL FOR 2 X 6 2BX 4 A�=11- 'M=23 s. FASTENE SIZES AND SPACING STO. TUBE MULLION STD TUBE MULLION 6063-T5 6063-T6 9 4 i 4 lxx:19.648 7.649 IT, ade CLIP LENGTH Sxx: 6.549 i Sxx: 3.825 i RECTANGULAR ALUMINUM TUBE MULL INSTRUCTIONS USING MULLION..PROPERTIES ON MULL -L" USE CHARTS AND GRAPHS AS FOLLOWS. I x 2 1.688' THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT - LOAD REOUIREO FOR PARTICULAR OPENING. STEP I DETERMINE DESIGN AND CAN BE USED WITH ALL LAWSON'S MIAMI-DADE *g, I x 3 2.668' TYPICAL ICA HORIZONTAL I Co 4 NTAI NIN PR U "X__3 I �STO.' -U I , M 2_'68 in. S... 2 �� ' . ,4 ,..E FRAME) E) Fl --L ZLAI�N R LL 0 N S a' 0 L G Z 0 CTS I N AL ERTICAL Y4"i Zo 0 T ay--mo= AA r W ,�E N R APP. L FOR A GO T F ZES F ENE i, AND SPACING A. RECTANGU R A MINUM TUBE mu L S MULL L., iN�TR RG IMPACT MISSILE M'S� 'WSON S MIAMI • �11ON_IMPACT PRODUCTS IMPACT AND NON-IMPACT PRODUCTS. 'o STEP USE APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD COUNTY APPROVED REQUIREMENTS, Ul -C NOTCH I X 4 1688' 8. OPTIONAL USE CONNECTION TO MULUON AS PER PRODUCT NOTES 4 2 X 4 3 STP.688' APPROVAL. ;0q, STEP SPECIFY MAXIMUM SHIM SPACING. 1. REFER TO THE GENERAL NOTES ON SHEET ; '!� -.125 MIN. 2 X 6 5.6B8' 1 OF • Z USING CHARTS ON SHEET 5 OF 10 SELECT MULLION 5IZE 10 FOR BUILDING CODE COMPLIANCE. a0co ANGLES ARE TO FIT 1. ALL CLIPS AND STEP WITH DESIGN RATIN MORE THAN DESIGN LOAD SPECIFIED 2, MULLIONS MAY BE ORIENTED VERTICALLY OR IN STEP I ABOVE. SNUG INTO TUBE MULLIONS. HORIZONTALLY. ANQLE fU 2. WHERE ANGLES ARE NOT FIT SNUG USING ANCHOR TYPES ON SHEET 6 THRU 9 AND ANCHOR CRAM 3. REFER TO SHEET I OF 10 FOR TYPICAL MULLION 17. rx INTO TUBE MULLIONS. SEE OPTIONAL STEP ON SHEET 9.SELECT ANCHOR TYPE WITH DESIGN RATING E_ 101.1-T6 • ANCHOR DETAIL AT SHEET 9 OF 10. MORE THAN THE DESIGN LOADS SPECInED IN STEP I ABOVE. ARRANGEMENTS OR STACK CONFIGURATIONS. 1 _j STEEL REINFORCED TUBE MULLIONS STEELREINFORCEDTUBE MULLIONS STEEL REINFORCED TUBE MULLIONS rn PAN 1 x IX4 1 2 x E LLsPAN 3 2X4 2X6 Width(w) MULL SPAN IX3 Width(w) MULLS JX3 I IX4 2X4 Width(w) 44 -L iX4 2X4 2 X S C4 0 125.0 125.0 125.0 125.0 18 125.0 125.0 125.0 125.0 18 44,0 95.7 125.0 125.0 0 z 125.0 125.0 125.0 125.0 24 139.5 125.0 125.0 125.0 24 33.0 71.8 116.6 125.0 �30 125.0 125.0 125.0 125.0 30 111.6 125.0 125.0 125.0 30 26.4 57.4 93.2 125.0 125.0 125.0 125.0 125.0 36 93.0 125.0 125.0 125.0 36 22-0 47.8 77.7 125.0 z R '6 125.0 125.0 42 79.7 125.0 125. 42 18.9 .0 66.6 125.0 42 'Ir Q 125.0 0 125.0 48 38-�318 125.0 125.0 125.0 125.0 48 74-114" 69.7 125.0 125.0 125.0 48 120" 16.5 35.9 58.3 149.7 Z 03 a 64 �5 0 125.0 125.0 125D 54 620 134.6 125.0 125.0 64 - 31.9 61.8 133.1 125.0 .7 46,6 119,e, GO 12M 125.0 125.0 125.0 60 558 1212 125.0 so zt; 66 12&0 '-,125.0 125.0 --U&C 66 50.7 110.1 125.0 125.0 66 26.1 42.4 lIft9 1 11 Z < z 94 72 125.6 12M 125.0 125.0 72 72 00 o = 23.9 38.9 99.8 0 w X >- 78 125.0 125.0 'o m m 1125.0 125.0 78 42.9 93.2 125.0 125.0 78 22.1 3fW 92.1 -7116.8 125.0 18 125.0 125.0 125.0 18 128.4 125.0 125.0 125.0 18 33.1 71.9 24 125.0 125.0 125.0 125.0 24 96.3 125.0 125.0 125.0 24 24.8 53. 87.6 125.0 I w W 30 12&0 125,0 195,0 'm.O 30 77.1 125.0 125.0 125,0 30 19.9 E4E2 *K1 70.1 125.0 36 125.0 125.0 125.0 125." 36 64.2 139.5 125.0 125.0 36' 16.5 35.9 58.4 125.0 �i z 42 125.D 125.0 125.0 125.0 55.0 119.5 125.0 12&0 42 50.0 0 k �2 IM5 27.0 48 50-5181, 125.0 125.0 125.0 125.0 84" 48.2 104.6 125.0 125.0 48 132" 43.8 112.5 Z 64 125.0 125.0 125.0 125.0 4 4208 93.0 125.0 125.0, 64 24.0 36.9 100.0 60 125.0 125.0 125.0 125.0. 3EL6 83.7 135.9 125.0 60 21.6 35.0 90.0 60 66 147.7 125.0 125.0 125.0 66 35.0 76.1 123.6 125.0- 66 19.6 31.8 81.8 69.7 1133 --i25.0 72 18,0 29.2 75.0 72 135.3 125.0 125.0 125.0 72 32.1 78 124.9 125.0 125.0 125.0 78 '29.6 64.4 104.6 1 125.0.1 767 16.6 26.9 692 18 125.0 125.0 125.0 125.0 18 86-57 125.0. 125.0 125.0 8 25.5 55.4 89.9 125.0 24 125.0 125.0 125.0 125.0 24 64.5 '-,t40.1 -F25 0 -T25.0 24 19.1 41.5 67.5 125.0 30 126.0 125.0 125.0 1250 30 51.6 11 125.0 125.V 30 15.3 33.2 54.0 138.6 36 125.0. 125.0 125.0 125.0 36 43.0 93.4 ",125.0 J-8.0 96 - 27.7 45.0 1155 -qz�] >- 42 125.0 125.0 1 125.0 125.0 42 36.9 80.1 1125.0 42 23.7 38.5 99.0 48 57" 125.0 125.0 125.0 125.0 48 96" 32.3 70.1 11125.0:: 48 144* 20.8 33.7 86.6 64 137.0 125.0 125.0 125.0 64 28.7 62.3 01.2 mo,t 64 1115 30.0 77.0 so 1213 125.0 125.0 125.0 60 25.8 56.1 91.1 125. 60 16,6 27.0 69,3 66 112.1 125.0 125.0 125.0 6 23.5 -f25.0 66 15.1 24.5 63.0 �i ,,'46.7 125.0 22.5 57.8 125.0 125.0 125.0 21.5 75-9 G G t< 6 72 102.8 72 20.8 53,3 94,8 125.0 125.0 125.0 78 70.0 78 19 43.1 125.0 is .4 131,2 125.0 -- 18 226 49.0 79�6 125.0 1 18 125 0 125.0 125.0 125.0 125.0 X 16.9 3r,.7 59.7 125.0 30 125.0 125.0 125.0 125.0 36.3 78.7 127.9 125.0 -T--T25.0 24 45,3 911A 125,11 125*1 24 125.0 125.0 25.0 24 ..30 30 29.4 47,7 122.6 125.0 --125.0 36 24.5 39.8 1OZ2 36 125,0 125.0 125.0 302 65.6 106.6 42 130.5 125,0 125.0 125.0 42 25.9 56.2 91.4 125.0 42 21.0 34.1 87.6 '-M 48 W.. 1142 126.0 125.0 125.0 48 1081, 217 49.2 79.9 125.0 48 ISO.. 4 29.8 76,6 8 54 101.5 125.0 125.0 125.0 20.1 43.7 71.1 125.0 64 16. 26.5 68,1 2i li 125.0 60 125.0 60 '-23.9 1 6t2l a 3 60 --�I.3 25.D 25.0 18.1 39.4 64.0 z r E 83.0 125,0 125.0 125. 66 16.5 F3 147.0 66 2�3,1 55.7 76.1 142-4 125.0 126.0 1 N -1 W4 ] 72 151 2 13 134.8 :,�H72 - 30.3 =18.4 7,Z Z0,2 4 125.0 -125.0 78 49.2 124.4 a 18.4 4. [18 rHORIZONTAL MULLION DING TYPICAL MULLION ARRANGEMENT klai 0�,, ...... VERTICAL PRODUCT MULLION ARCHES TO BE INSCRIBED o2 .... e u, INSIDE RECTANGULAR SHAPE Z5 *4c, in GLAZING z ., CIA 0 0 z NOTE: it: PRODUCT MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED w0Ul;T prODUCTREVISED VERTICALLY OR HORIZONTALLY. ,_pjyjgg,,jjb tb.FI.,ida GLAZING GLAZING (INTERPOLATION BETWEEN WIDTHS ALLOWED) Building Code PRODUCT PROD PRODUCT A-bop� T I E.�piwlim D-w wl W2 WIDTH (W} Wl + W2 MULLION SPAN in 5/16'TAPCONS MIN. EDGE DIST. 1 GE MIN. 1-1/2'MIN.WOOD PENETRATION 5/16'TAPCONS 2-3/16•• CONCRETE OR y 1-1/2'MIN.W000 PENETRATION EDGE GIST, 2 PER CLIP(1 ON EACH WING) 1 p A1.1O� 4" HOLLOW BLOCK 5/16'TAPCONS 5/16'TAPCONS O 1-3/4'MIN. EMBED INTO MASONRY 1_3/4'MIN.EMBED INTO MASONRY fn 3/4 1. 4 PER CLIP(2 ON EACH WING) 2 PER ANGLE b 4 E_ L MIN, a r7 o a ^w z o r4 o o¢ z 1 •I. .. I a X+'O o C r4 r II II 3''•.n.. ii ii ii ii z> 3 z z y Q Il II TiP �. Cl_J2 7/16" II 11 0 0C_________ 2 X 1/B' - I Ml W 2 ti .-rI I 1X FLOATNG CLIP I I ,IALUMANGLEx MIN. •-. o2 BY I I U U Q 11 1 1 ID f D- JO WOOD BUCK I ' I I _ /I I I I ------------ WOOD BUCK 1X FLOATING CLIP 2 X 2% 1 BDI I - II II ALUM ANGLEU Ulz I I > Z I I 1 I V Q 3/4'• MIN. � F a EDGE DIST. 5/16'TAPCONS ANCHORS TYPE 'D' (INTO BLOCKS U 1-1/2'MIN.WOOD PENETRATION z j z PER y ANLL ANCHORS TYPE 'G' (INTO CONCRETE H 4 ANCHORS THRU 1X BUCK ® w ALL CLIPS AND ANGLES TO FIT SNUG INTO CONCRETE OR BLOCK N 4o fl INTO TUBE MULLIONS. MULL r �1 I W C4 Q F' ' \� 1"I I TAPCONS MAY BE HEX OR FLAT HEAD. X4" & 2"x4•• 11 n. j v MW. EDGE DIST, f+ a E II II 2-3/16" CONCRETE l O'R (n j 0 4" HOLLOW BLOCK j j I I 115/16'TAPCONS 5/16'TAPCONS 1 1 II II 1-3/4'MIN.EMBED INTO MASONRY 1-3/4'MIN.EMBED INTO MASONRY 1 1 2 BY II tl 2 X 2 X 1/8' 2 PER CLIP(I ON EACH WING) / PER ANGLE Q '`---------� WOOD BUCK 11 11 ALUM ANGLE ' U U < a I I bbb ALL CLIPS AND ANGLES TO FIT SNUG 'I n n ALTERNATE INTO TUBE MULLIONS. ' ANCHOR LOCATION TAPCONS MAY BE HE OR FLAT HEAD. I _ o r\ oN ANCHORS TYPE 'A' i 2 ANCHORS INTO WOOD X II II II II t V II It II II p ul e 1�, IL_JI II It I -------'- WOOD BUCK j' 'j I%FLOATING CLIP I I I I 2 X 2 X 1/ r V Ol m 5/Ifi'TAPCONS 5/15"TAPCONS N 1 1 I I U ILII ALUM ANGLE e \ \ N N 1 1/4` MIN. 1-1/2'MIN.W000 PENETRATION 1_1/2'MIN.WOOD PENETRATION \ I I I I I I E GE DI T. 4 PER CUP(2 ON EACH WING) 2 PER ANGLE I I I I j j L a , L? U E Ore C �z NZ ANCHORS TYPE 'C' (INTO BLOCK) ¢ o ^ ^ M z ANCHORS TYPE 'F' (INTO CONCRETE)2 ANCHORS g a INTO CONCRETE ORIBLOCK K X 1 1/4` MI ji it n II -,"1 i• II 11 0� o IL-_UI ------------- I j' 'j FLOATING CUP 11 II Z X 2 X IIB' I 1 '•r N _ ' - II II ALUM ANGLE I 1 N ' ' 2 8Y 1 I U U 1 1 11 \ i w00D BUCK i i i 1 PRODLICTREVISED �p }}. i t MRI Plyirg with ltle Florida ' O 1 1 B.itding Codc Acaepienu No/ yQ/�� F" Q••.•• Q;;a G ANCHORS TYPE 'B 'rA:io Dole ."!•l)"L3 :eh'•� ,: ' ALTERNATE 4 ANCHORS INTO WOOD ANCHOR LOCATION Mim1i ode pt act Q Ll 5/lfi TAPCONS MIN. EDGE DIST. 1-3/4'MIN.EMBED INTO MASONRY MIN. EDGE DIST. 17 2 PER CLIP(1 ON EACH WING) 5/16'TAPCONS 2-3/ E OR /16"TAPCONS 5/16'TAPCONS y(' 2-3 DR 1-3/4'MIN.EMBED INTO MASONRY 1-3/4'MIN.EMBEDS INTO MASONRY 1_}{'MIN. EMBED INTO MASONRY S 4' OLLOW BL CK / 4' HOLLOW BLO K 3 1 4" 1 PER ANGLE 4 PER CLIP(2 ON EACH WING) 2 PER ANGLE '�0 C F MIN. 3 4" z MIN. n m h o'" ••' .I h ' .I • • I ••• •• •• II v ' f- I• r'] I • • .. 1 I oapb C a o • L - m pin 2 Z r- A4 J O Q U Z>: 3 Tn z N II II II II 711,1111111 qZ6 I I - Il 0CONCRETE OR I I I Xf CONCRETE OR IL_JI CEMENT BLOCK II II _ a I�_�� CONCRETE ORCEMENT BLOCK j i i I ALUM2ANGLEB - -- _ CEUEM BLOCK_J 2%2 X 1/8' F I 1 1 I I} 11 - I ------ I I If It ALUM ANGLE I I I I\-FLOATING CLIP I I I 1 FLOATING CLIP �' U ` I I I I I I I I 2 7 16 I I I I —L4]- I MIN. i I I ' ' v E- E- MULL e E- E 3 1 4" V ti E- • <z MIN. uuLL r a z Z n� m v ANCHORS TYPE 'C' (INTO BLOCKS ANCHORS TYPE 'D' (INTO BLOCKS (n a E_ 14 ANCHORS TYPE 'F' (INTO CONCRETE) ANCHORS TYPE 'G' (INTO CONCRETE) a QQ IL 1 2 ANCHORS INTO CONCRETE OR CEMENT BLOCK 4 ANCHORS INTO CONCRETE OR CEMENT BLOCK !` \ 1 1 1".4" & 2"K4" MULL S f_________i ALTERNATEA MULL Z Z I I ANCHOR LOC MULL I I I I I I 1 I X 1 I I I li____-----1 Q I I I I II 1 FLOATING CUP ----- o m__------ CONCRETE OR _ Yo aGCEMENT BLOCK b o�:5/16'TA • Z1-3/4MIN. 1 IMINTO MAo 0 0 2 PER CUP74 (1 ON EACH WING) iZ E E J 5/16• TAPCONS u' u' o I I I 1 /72 SMS 1-3/4'MIN.EMBED INTO MASONRY - 4 PER CUP 3R? m ti d w l a I I j 2 PER ANGLE (2 ON EACH WING) e b h N t c 1 I 1 1 I I I I ��• ••. I I X 61Yi,AO ''".. �Q^ . ..LL b��' 1 I n II II ALL CLIPS AND ANGLES TO FIT SNUG F /J:q 04 ' I I II II II N 0 0 INTO TUBE MULLIONS. 0 T �; o TAPCONS MAY BE HE% OR FLAT HEAD. •�..' SDI M # t ow- • - •'I .I. .ROOUCT REVISED v� '• �d�: 4>complying wide ft Florida • a Z CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED Boild'otg Code �y0��:: j I • I •'' I I WITH ALKALI-RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR Accepwtu No/ '� L"o �� ♦ I WATER-WHITE METHACRYLATE LACQUER. E. tion Dale a I 5/16'TAPCONS 1-3/4-MIN.EMBED By "E 4, F�'I INTO MASONRY- I PER ANGLE Miemi 1 O I MIN. EDGE DIST. MIN. EDGE DIST. 2-3/16" CONCRETE OR 2-3/16" CONCRETE OR CO 4' HOLLOW BLO K 5/16'TAPCONS 4' HOLLOW BLO K 3-3/4" 5/16'TAPCONS '• 3-3/4" 4 PER MIN.EMBED INTO MASONRY MIN. 1-3/4'MIN. EMBED INTO WING) f MIN. a 4 PER CLIP(2 ON EACH WING) 4 PER CLIP(2 ON EACH WINO) O F \z I m y z - CLIP LENGTH a rn a mot° W o 1 1• MULL "L" O1 o a m x j 2 X 4 3.688' 3 I•' y U " o y t 1 2 X 6 5.688' 1 ? i o z ¢ X s O C \ a i 1 ler 2X6 MULL 5/16'TAPCONS N ' WOOD BUCK V I 1-3/4'MIN.EMBED INTO MASONRY \ V t ' 1 4 PER CLIP(2 ON EACH WING) 1 , 2X6 M 5/16'TAPCONS Z m .XI r---------------------------- 1 y 1-3/4'MIN.EMBED INTO MASONRY v 1 3/4" j ,9 4 PER CLIP(2 ON EACH YANG) j O a i MIN. f ------------------ 1 1 3/4" Q a MIN. 3/4 I I z V .7 Z , m Q 2X6 M 2X6 MULL CLIP LENGTH 2X6 MULL _ W z ¢ F a ------- MULL 2 X 4 3 B' ------ (~ v a ' z \z I 2 X 6 5.688' n �`-------------------- 3-3/4" N gm I MIN. uo da 5 11/16" ALL CLIPS AND ANGLES TO FIT SNUG ANCHORS TYPE 'E' (INTO BLOCK) INTO TUBE MULLIONS. AN RS TYPE 'H' INTO CONCRETE wooD BucB'lc " t 1 AZ 0e. ANCHORS TYPE 'E' (INTO BLOCKS TAPCONS MAY BE HEX OR FLAT HEAD. " u u - 4 ANCHORS THRU 1X BUCK " ." F T 0 0 TO CONCRETE OR BLOCK 1 ANCHORS TYPE 'H' (INTO CONCRETE CLI OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED m v a o 1 ANCHORS INTO CONCRETE or BLOCK H ALKALI-RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR ' 6' MULL SHOWN a o m 2•X6" MULL SHOWN WATER-WHITE METHACRYLATE LACQUER. � _ _ z z E E 1 ,tttytwueerarr ��,• 4t age°°ie PRODUCT REVISED Z.,. c vim; &,I complying with the Fbrida o� Actzptaltce hlo�8� Q m oPS y � '� I 6 39af.,. I Ay ..... W Idi Product F I q I MIN. EDGE DIST. 5/16-TAPCONS 2-3/16" CONCRETE OR 1_3/4'MIN.EMBED INTO MASONRY 3-3/4" n4l y 4' HOLLOW UL O K 4 TOTAL(2 ON EACH WING) MIN. •• o m c m m �O ' "' VI a' m ai Z z m 1 1 O r4 J 1 1 i i i i 2 _X6 5.688' 3'� 1 2 MIN. 2.4 ar 2.6 Mull i i i 1. ALL CLIPS AND ANGLES ARE TO FIT Z-= o z a y n 1 i i i 2% 1/a' SNUG INTO TUBE MULLIONS. w x 2 O -------------- LJ LJ ALUM ANGLE 2. WHERE ANGLES ARE NOT FIT SNUG a 1 INTO TUBE MULLIONS, SEE OPTIONAL m Z a a ANCHOR DETAIL AT SHEET 9 OF 10. j :D c I CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED 9 14 G7 o a 2/CHANNEL TUBE MUWON WITH ALKALI-RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR a E^ j WATER-WHITE METHACRYLATE LACQUER. U t N . a z MIN. EDGE DIST. ------- -------- 2-3/16 ------- ® Qr m / O m b 2-3 16" CONCRETE OR 4' HOLLOW BLO KU1 o Q F IL /12 F.H.5.M.5. 2/SIDE 1/8_THICK ALUM CHANNEL I I W Ii1 4. LENGTH TO FIT SNUG - INTO MULLION TUBE MULLION E.- C < TUBES MAY BE NOTCHED I t, 5 AS SHOWN TO ALLOW INSTALLATIONIjOFCUPANGLE LOCATION OF SCREWS CONNECTING CAULK JOINT AFTER ASSEMBLY �( QANGLESTOTUBES WHERE ANGLESARE NOT FIT SNUG INTO TUBE a I #14PER CUPMULLIONS. II I ACCESS HOLE 112'O.C.MIN.TAPCONSf14 SM$ I 4 0 1-3/4-MIN.EMBED INTO MASONRY 4 PER ANGLE I ! = y c 3 �' 2 PER ANGLE I I ~ 8 w w M u m m r • ALUM2 X 2ANCLEB THIS SCREW CAN BE O INSTALLED IN EITHER 1 I e12 FN SMS DIRECTION I 1 2 PER CUP I c I 1 I'O.C.MIN. I I o _ . - 21 S u a. m E; • -- 1-3/4"%2•% 1/8•(FOR 2BY TUBE) a m ti ow § ! 3/4-%2-%1/8•FOR(13Y TUBE) 2222 i6 • Ij ALUM ANGLE • r'] CUT TO FIT SNUG INSIDE TUBE 1 • -- ---------- Iz ANCHORS TYPE 'I' m METAL TO METAL CONNECTION p�.'p.N[JI;., u± •t`•••'>* USE CHARTS FOR ANCHOR TYPE '1' TO VERIFY CAPACITY OF CONNECTION mo-,1�a1'IT , ;- 0. PRODUCT REVISED eo-•k e! I 3-3/4" campl)1rKtwUh111eFlondn ALL CLIPS AND ANGLES TO FIT SNUG 6234, I I MIN. INTO TUBE MULLIONS. 1TnLding Codc r..riyi�-I Acc rA—Tao 1�' r•o :t' ,,.,r. ;•`=.I 1 3/4" OPTIONAL ANCHOR DETAIL TAPCONS MAY BE HEX OR FLAT HEAD. Expiration Dot. - '�II2ie:7 .9g MIN. By O j ANCHORS INTO CONCRETE OR CEMENT BLOCK Munn -do Product Co 1 ANCHOR TYP ANCHOR TYPES ANCHOR TYPES 1Mdth MULL SPIW A B C D E F G H I NAdth MULL SPAN A B C D E F O H 1 Width MULL SPAN A 8 C D E F G H I y 18 125.46 125.60 125.0 t 0 125.00 125.00 125.00 18 90.72 128.110 125.00 125.00 125.0 125.00 125.00 125.00 125.00 18 56.13 11227 15.07 125.00 125.00 144.27 125.0 125.00 175.00 p 24 131.85 125.00 12500 125.00 125.00 125.00 125,00 125.00 125.00 24 68.04 136.08 125.00 125.0 125,00 12500 125.00 125_00 125.00 24 42.10 84.23 98.80 145.60 12530 108,20 125.00 125.00 11510 O 105.32 1 125.06 125.00 12500 125.00 125.00 30 54.43 106.88 125.16 125.00 12500 139.89 1250 125,00 149.59 30 33.66 67,36 77.44 116.48 725.00 86,56 530.24 125.00 9256 1D� C c 125,00 12500 12500 125.00 125.00 125.00 125.00 36 45.30 90.72 104.30 125.0 125.00 1i658 125.,0,0 12500 124.66 36 2937 56.13 64.53 97.07 15.00 7213 108.53 144.20 77.13 n y F o 36 97.77 125.00 w 1523 1 1250 125.00 125.00 125.00 125.00 42 38.88 77.76 88.40 134.46 12500 99.92 125-00 125.00 10685 42 24.06 48.11 55,31 8920 110.67 61.83 93.03 123.60 66.11 F M1�c .�j z 48 38318 &5.82 131.65 12500 125.00 1255-00 125.00 12500 125.00 125.00 48 74114 34.02 68,04 7822 117.65 72500 87.43 131.56 725.00 93.49 48 120 21.05 4210 48.40 7200 98.75 54.10 81.40 10815 57.8; 56 rr 58.51 117.02 134.53 1250 12500 125.00 125.0) 12500 125.00 54 3D.24 60.48 6953 104.58 138.99 77.72 115.94 12500 83,11 54 18.71 37.42 43.02 64.71 88.00 -08.09 7236 96.13 11"1 m 9 60 52.66 105.32 121.08 125.00 125.00 12500 12500 12500 144.72 60 27.22 54.43 6258 94.13 12509 69.95 10524 139.83 74.80 60 16.84 33.68 38.72 5824 77.40 4928 6512 86.52 4628 O v e 2 66 57.87 95.74 114,07 125.0 125.0 125.00 12500 125.00 131.53 66 24.74 49.48 5889 85.57 113.72 6359 9568 127:12 MOD 66 15.31 30.62 3524 5295 70.36 39,35 `59.20 7865 4207 =„ 0 43 h 72 43.88 87.77 100.90 12500 12500 12500 12500 125.00 120.60 72 7168 45.36 5215 78.44 105,24 5829 8770 11853 6233 72 14.03 28.07 32.77 3&53 64.50 36.07 5427 72.10 36.57 ^j= O 78 4057 8737 43.15 740.04 12500 104.11 12500 125.44 111.32 711 20.94 41.87 5615 7240 9622 5381 80.96 107.56 5754 78 12.95 25.91 29,78 55.80 `.9.54 3329 50.09 66.5,5 35.60 C z O2 18 133.06 125.00 125.Q0 125,0 125.00 125-00 125.00 12500 12500 18 60.19 125.00 125.00 125.00 125.00 125.00 12500.125.00 12500 18 51.03 10206 117.33 125.00 125.00 131.5-5 125.00 125.00 14024 w x d o 24 99.79 125.00 12500 125,0 125.00 125.00 125 -- 125_00 13223 30 30.62 6725 70.-00 105.89 125.00 98.36 148.00„125_00 70518 30 79,83 125.00 125.00 1250 125.00 12500 1250 1MOO 125.00 30 48.11 9623 10.63 12500 125.00 12366 1250,tl y 3236 125.00 2&00 42 57,02 114.05 13.12 12500 1250 14658 12500 72500 125.00 36 40.10 80.19 9219 738.67 12506 10305 1250 1250 110.19 38 25.52 57.03 58.67 8824 140.73 7889 11840 125.00 84.15 J 00 12500 D 1800 725.00 24 3627 78.55 ,DD 36 00.53 06 .00 IMLO -, 117.27 55.58 98.67 131.09 70.12 1 12500 42 34,37 68.73 79.02 118.80 12500 8833 13290 12`'1.0 94.45 42 F21.87 4314 5029 7564 100.52 50.21 64.57 11236 60.10 m U 48 5098 89.90 99.79 114.73 12:100 12190 128.24 125.00 12500 M137t3 48 84 37.07 6).14 69.14 104.00 13821 7729 11629'125.00 8264 8,8 132 38.27 44.00 6818 67.95 4918 7430 9832 525966 40,35 ca 8810 101.98 12500 12500 113.99 12500 125.00 121.89 64 26.73 5,4.48 61.46 9244 12288 68.70 103.37 13733 7346 54 34.02 39.11 5863 7818 4972 6578 87.39 4675 '6 E"6p 39.92 79.83 91.78 138.05 1250 10259 72500 125.00 169.70 W 24.06 48.71 55.31 8320 110.57 61.83 93.03 123.67 66,11 60 36.62 3520 5295 7036 39.35 6920 78.65 4207U66 36,0 7258 83.44 72550 12500 9328 140.33 125.0 99.73 66 21.87 43.74 50.0 75.64 100.52 5827 84.57 71236 60.10 66 77.83 32.00 48.13 63.97 35.77 53.82 71.50 38.25 Z72 3326 6653 7648 115,04 1250 85.49 126.63 12500 91.42 .72 2005 40.10 46.10 69.33 9214 51.52 77.57 103.00 55.10 72 25.52 29.33 44.12 5864 3279 49.33 65.55 35.06 H78 30.71 61.47 70.60 706.19 141.13 78.92 118.74 125.0 84.39 78 18.51 37.01 4255 64.00 85.05 47.56 71.56 95.08 50.86 78 23.55 27.08 40.73 54.13 30.27 45,54 60.50 3236 m z18 118.18 125.00 12SOD 125.0 125.0 125.00 125.00 12506 125.00 18 70.17 140.33 125.00 125.00 125.00 72500.125.0 12500 125.00 18 93.56 107,56 125.00 125.00 120.22 128.0 125.00 778,56p-24 88.63 725.00 125.00 125.00 12500 125.00 12500 12500 125.00 24 52.63 105.25 121.0 12,.00 125.00 13525 72x00 125.00 144.63 21 3. 70.17 80.67 121.33 125.09 9017 13567 12500 98.42 f tf 1 N O Q A 4 1 12500 12500-1 Io 36 59.99 116.88 135,86 125.0 12500 30 7091 125.0 125,0) 12500 12500 30 36 4210 70.17 60.87 121.33 125.00 772 °1250 125.00 115.70 10 28.07 56.13 64.53 97.07 i5.G0 7213 10653 14420 77.73 �'<7 H QQ a 1 _- 90. 13567 12500 96.42 36 73.39 46.78 53.78 80.89 107.50 60.11 90,44 120.17 64.28 ly j C) 42 50.65 10129 116.45 12500 72500 730.07 175.06 125.00 139.125.0) 12500 199 42 30.07 69.14 69.1144 104.00 136'00 11i6.29 MOD 8264 42 20.05 40.10 46.10 69.33 9214 51.52 77.52 ,103_00, 5510 W (., L) 5 ; 48 57 44,32 13863 101.89 12500 12500 713.89 1250D 125,00 121.79 48 96 25.31 52.63 60.80 41.0 120.94 67.63 107.75 135.19 7231 48 144 17.54 35.08 40.33 6067 80.69 45,06 87.83 90.13 4821 U Q Z j 54 39,39 78. 90.57 136.23.125.60 70124 125.00 125.00 108.26 64 23.39 46.78 53.78 80.89 10756 60.11 90.44 120.17 64.28 54 15.59 31.79 35.85 5393 71.67 40.07 6030 83.11 4285 60 35,45 70.91 81.52 12261 1250 91.12 13709 125.00 97.43 60 21.05 42.10 4840 7280 9675 54.10 81.40 108.15 57.85 60 14.03 1 26.07 32.27 48,53 64.50 36.07 5427 7210 38.57 Z 66 3223 64.46 74.11 17146 14&13 8283 124,63 12500 88.57 66 19.14 3827 44.00 66.18 8795 4918 74.00 98.32 5259 66 12.76 25.52 29.33 44.12 5464 3279 49.33 65.55 35.06 Q U 72 29.54 %09 6793 10218 135.79 7593 11425 1250 81.19 72 17.54 35.48 40.33 60.67 80.63 45.08 67.83 90.13 48.21 72 11.69 23.39 28.89 4446 53.75 30.06 45,22 60.08 3214 yy It 7g 27.27 54.54 62.70 44.32 12534 70..09 10546 140.17 74.95 78 16.19 32,38 37.23 56.00. 74.42 41,62 .6262 83,19 44,50 78 10.79 21.59 24.82 37.33 49.62 27.74 41,74 55.46 24.67 N t!j 78 27.27 125.00 72500 125.0 12500 175.00 72500 72500 12500 18 62.37 724.74 143.41 125.00 12500 12550 _125.00 12500 12500 18 44.91 89.01 103.25 125.0 125.00_ 115.41 173.65 1250 123.41 g 36 6415 106.92 77400 125.00 12500 12"Q 112500 125.00 125.00 30 37.42 74.84 12500 12500 125.00 24 46.78 03.56 86.04 125.00 125.00 72022 j 24 u DO 72&56 74 33.68 67.36. 77.x4 116.48 725.00 86,56 13x24 125.0 9258 12.100 45,82 91. 36 125.00 125.00 12500 125.00 12593 42 26.73 53.46 61.46 9244 17266 6870 10337 1�W 70284 30 26.94 53.89 61.95 9378 123.64 69.25 106.79 13843 74.05 129.42, 00 9618 144.71 725 00 125.00 1d6.� 36 31.79 62,37 71.70 107.85 14933 00.75 120.59 12500 8570 36 22.45 44.91 51.6.3 77.65 143.20 57.71 88.83 115.36 61.71 5 (�+^ 33 7346 42 19.25 38.49 4425 6656 8646 49.46 74.42 98.88 5284 48 ( G5- 40.10 &119 9219 138.67 12500 103.05 125.00 125.00 110.19 48 1DS ..23.39 46,78 5378 80.89 107.50 633.11 96.45 12D..17 6428 48 150 18.84 33.68 38.72 58.24 77.40 43.28 65.12 8652 4623 r 66 `1, 35,64 7128 81.95 123.26 12500 91.60 13782 1250 97.95 64 27.79 41.58 47.80 71.90 95.56 5943 80.40 105.81 57:14 64 14.97 5.94 34.42 51.77 6&80 3847 5788 7691 41.14 a 1" 1" uai W 032M64-15 73.75 170.93 15743 82.41 124.04 72540 88.15 60 18.71 37.42 43.02 64.77 86.0 4809 7238 98.73 51.42 66 13.41 26.94 00.98 4659 61.92 34.62 5210 69.22 37066 5&32 67.08 100.85 734.03 74.94 11278 14482 110.14 66 17.01 34.02 39.11 5&83 78.18 4372 6578 8739 116,75 68 1225 24.49 28.16 4236 505 31.46 47,36 6Z92 336872 5346 01.46 4244 77186 68.70 103.37 137.33 73.46 72 15.59 31,19 35.88 5393 71.67 4D.07 60.30 89.11 4285 72 11.23 2245 25.87 38.83 51.60 '78 49.35 5673 BS33 113.41 6341 95.41 12677 87.81 78 14.69 28.79 33.09 49.78 6615 3899 55.66 73.45 3950 78 10.35 20.73 73.83 35.84 47.63 2663 40.7 5324 2848 o n a u ANCHDR/CUP ANCHOR/CUP 5-z o G a j HORIZONTAL MULLION V a m S _ ANCHOR CLIP NOTES: ? m e c W '7 GLAZING "Z z PRODUCT 3 1, FOR CUP TYPES AND ANCHOR CONDITIONS REFER ` VERTICAL L 71 TO SHEETS 6, 7, 8, & 9 FOR DETAILS AND NOTES. °°°s°°1��*���y �ei�� 2. REFER TO CHARTS ABOVE FOR MAX. DESIGN PRESSURE nI .••••••.•••v r, GLAZING GUIDING a 0 3. SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN ����'F;- ••i L;%, PROgUCT PRODUCT N GLAZING GLAZING U PRODUCT PRODUCT a 3 THE DESIGN LOADS REQUIRED FOR PARTICULAR OPENING. _ P yt0 N W R'7y:G� ¢tat 4. ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER 5 S• ,~ GSR/G } ANCHOR/CLIP LOCATIONS AT HEAD, SILL OR JAMB ENDS. g > &tl w * �; f w 5. INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED. PRODUCTREYISFI3 0: (i as cw'OP,lyinq with the Flrnodu o^'+. _ •v, iluilding Curie W7 002 A(:'.rydrocu Dsx 8• 20$33 4�'� *•• °°°°6 HORIZONTAL MULLION SPAN F TYPICAL, MULLION CLIP ARRANGEMENTS MiEor'tMdePtnEuct L] i _� I