Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Product Approval
d PARADISE "Building Our Quality Reputation One Customer At A Time" SCC131150472 Property Information Building Information Owner: KAREN&MARGARET SAWYER Wind Zone: 170 MPH. Address: 7913 PLANTATION LAKES DR Exposure Category: C PORT SAINT LUCIE,FL 34986 Minimum Building Dimension: 43 ft. Mean Roof Height: 12 ft. Risk Category: II i Design Pressure Calculations Opens Location Device Device Device Max Positive Max Negative Number Zone Width(in) Height(in) IFElevation(ft) Pressure(psf) Pressure(pso F1 Int 74 80 7 34.3 -37.5 2 Int 72 80 7 34.4 -37.6 --........- --- --- -- - - - --.._......._ 3 Int 144 79 7 32.7 -35.9 _ 4 Int 72 80 7 34.4 -37.6 5 End 60 44 7 36.3 -47.6 i i I I I Prepared in accordance with:ASCE 7-10,Chapter 30.Wind Loads-Components and Cladding.5th Edition(2014)Florida Building Code. Page 1 of 1 I II WINDOW & DOOR,OPENING INFORMATION 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 1°Lami IG FL15210.6 75 75 34.3 -37.5 74 x 81 -74x80 No No 2- - Int Door - 1"Lami 1G -FL 152.10.6 _ 75- 75 _ - 34.4 -37.6- 74-x 81 .72x80_ No -No-- 3 o3 Int Door I°Lami IG FL11103.1 60 60 32.7 -35.9 191x96 144x79 No No _4 -Int- Door- _1„Lami IG FL 15210.6.- 75 75 _34.4_ -3 7.6- 74 x g 1 72x80 No No 5 End Window 7/8"Lami IG FL15781.6 50 50 36.3 -47.6 73 x 63 60x44 No No I 7/4/2015 Florida Building Code Online 1s a r10 Oa Departmentor BCIS Home j Log In User Registration Hot Topic Submit Surcharge I Stats&Facts Publications ( FBC Staff I BCIS Site Map Links ! Search BusinesProduct, y�it3 Professi -,a I Y " USER:Public User al Regulation Product Aooroval Menu>Product or Application Search>Application List>Application Detail 17 R FL# FL15210-R5 Application Type Revision Code Version 2014 Application Status Approved , Comments Archived I Product Manufacturer Plastpro Inc./Nanya Plastics Corp. Address/Phone/Email 5200 W CENTURY BLVD. LOS ANGELES, CA 90045; (440)969-9773 Ext 16' r'ckw@rwbldgconsultants.com Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Scott Johnson Address/Phone/Email 5200 W Century Blvd. Los Angeles, CA 90045 (440) 969-9773 Ext 18„ scottjohnson@plastproinc.com Quality Assurance Representative Ron O'Connell Address/Phone/Email 5200 W Century Blvd. Los Angeles, CA 90045 (440) 969-9773 Ext 16' ronoconnell@plastpro.com Category Exterior Doors Subcategory Swinging Exterior Door Assemblies, Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer , Evaluation Report- Hardcopy Received i Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E. the Evaluation Report 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. Validation Checklist-Hardcopy;Received Certificate of Independence FL15210 R5 COI CERTIFICATE of INDEPENDENCE.Ddf Referenced Standard and Year(of Standard) Standard Year j ASTM D1929 1996 ASTM D2843 1999 ASTM D635 1998 ASTM D638 2003 ASTM E1300 2004 ASTM E84 2005 ASTM G26 1995 httpsJ/floridabuilding.org/pr/Pr_app_dtl.aspx?param=wGEVXQwtDgv3yWKJZIQRCFPqu8gbCgpp/o2bzCgAjPwi2OvD2Tk%2fmQBUw%3d%3d 1/4 II 7/4/2015 Florida Building Code Online G 155 2005 TAS 201, 202,203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL15210 R5 Eauiv Equivalency Of Standards.odf i Sections from the Code i Product Approval Method Method 1 Option D Date Submitted 04/24/2015 Date Validated 04/26/2015 Date Pending FBC Approval 04/29/2015 Date Approved 06/23/2015 Summary of Products FL# Model,Number or Name Description 15210.1 a. Smooth/Wood Grain/White Woad 6'8"Impact"Opaque Fiberglass;Single Door- Grain/Rustic/Mahogany Series 0 Inswing/Outswing(X-Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R5 II 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 R5,1AE Eval 15210,1.odf 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 0 Sidelites-Inswing/Outswing (OX or XO; OXO- Fiberglass Door Configurations) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R5"II Inst 15210.2.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 15210.2 for Design Pressure Ratings, any FL15210 RS AE Eval 15210.2.odf 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) Fiberglass Door Limits of Use Installation dnstructions Approved for use in HVHZ:Yes FL15210 R5 II 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 RS—'AE Eval 15210.3.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. i 15210.4 d. Smooth/Wood Grain/White Wood 6'8"Impact"'Glazed Fiberglass Single Door- Grain/Rustic/Mahogany Series 0 Inswing/Outswing (X-Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R5 II Inst 15210.4.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 15210.4 for Design Pressure Ratings, any FL15210 R5 AE Eval 15210.4.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.5 e. Smooth/Wood Grain/White Wood 6'8"Impact"Glazed Fiberglass Single Door with Sidelite or Grain/Rustic/Mahogany Series 0 Sidelites-Inswing/Outswing (OX or XO; OXO- Fiberglass Door Configurations) httpsJ/floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDgv3yWKJZ1QRCFPqu8gbCgp%2bzCgAjPwi2OvD2Tk%2fmOBUw%3d%3d 214 II 7/4/2015 Florida Building Code Online Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R5 II Inst 15210.5.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 15210.5 for Design Pressure Ratings, any FL15210 R5 AE Eval 15210.5.Ddf j additional use limitations, installation instructions and product Created by Independent Third Party: Yes partic ars. 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 R5 II Inst 15210.6.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 15210.6 for Design Pressure Ratings, any FL15210 R5 AE Eval 15210.6.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 152 0.7 g. Smooth/Wood Grain/White Wood 8'0"Impact"Glazed Fiberglass Single Door-Outswing(—X- Grain/Rustic/Mahogany X-Grain/Rustic/Mahogany Series O Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R5 II Inst 15210.7.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 15210.7 for Design Pressure Ratings, any FL15210 R5 AE Eval 15210.7.Ddf 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 R511 Inst 15210.8.1)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 15210.8 for Design Pressure Ratings, any FL15210 R5 AE Eva[ 15210.8.Ddf 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 R5 II Inst 15210.9.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 15210.9 for Design Pressure Ratings, any FL15210 R5'AE Eval 15210.9.Ddf 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- Gra[n/Rustic/Mahogany Series O Configuration) Fiberglass Door Limits of Use Installation'Instructions Approved for use in HVHZ:Yes FL15210 R5 II Inst 15210.10.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 15210.10 for Design Pressure Ratings, any FL15210 R5 AE Eval 15210.1O.Ddf 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 FL15210 R5 II Inst 15210.11.bdf 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 j httpsl/floridabuilding.org/pr/P_app dtl.aspx?param=wGEVXQwtDgv3yWKJZIQRCFPquBgbCgp%2bzCgAjPwi2OvD2Tk%2fmQBUw%3d%3d 3/4 I , 7/4/2015 Florida Building Code Online Other: See INST 15210.11 for Design Pressure Ratings, any FL15210 R5 AE Eval 15210.11.Ddf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.12 I. Smooth/Wood Grain/White Woad 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 R5 II Inst 15210.12.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 15210.12 for Design Pressure Ratings, any FL15210 R5 AE Eval 15210.12:'Ddf 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 Grain/Rustic/Mahogany Series 0 Bolts-Outswing (X-Configuration) Fiberglass Door Limits of Use Installation tnstructions Approved for use in HVHZ:Yes FL15210 R5 II Inst 15210.13.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt; P.E.43409 Impact Resistant:Yes Created by Independent Third Parry: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.13 for Design Pressure Ratings, any FL15210 R5 AE Eval 15210.13:Ddf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.14 n. Smooth/Wood Grain/White Wood S'0"Impact"Opaque Fiberglass Double Door with Surface Grain/Rustic/Mahogany Series 0 Bolts on.Active Door panel -Outswing (XX-Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R5 II Inst 15210.14.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 15210.14 for Design Pressure Ratings, any FL15210 R5 AE Eval 15210.14.Odf 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 O WINDSERT'" an operational window insert-Outswing(X- Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R5 II Inst 15210.15.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:See INST 15210.15 for Design Pressure Ratings, any FL15210 R5 AE Eval 15210.15.odf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. fJFni I Contact Us:: 1940 North Monroe Street.Tallahassee FL 32399 Phone:850-1187-1824 The State of Florida is an AA/EEO employer.Coovriaht 2007-2013 State of Florida.::Privacy Statement::'Accessibility Statement::Refund Statement i 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 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 I personal address,please provide the Department with an email address which can be made available to the publlc..To determine if you are a licensee under Chapter 455,F.S.,please dick here. Product Approval Accepts: 'i PW71® PCFECt. secU rity?t is rit ilk m I i I I httpsltfloridabuiIding.org/pr/pr app dti.aspx?param=wGEVXQwtDgv3yWKJZIQRCFPqu8gbCgp%2bzCgAjFWiZUVD2Tk%2fmQBUw%3d%3d 4/4 II R W D R W iBui.lding Consultantsb;!Inc:, Consultin igcl Cn incerinc Sen7ces liir IhL Building ndustru B C P-0..nas'_30 Vnlrico,FL 33595 Phpin 813 059.9147 Flurida 13mird u1 frok.gWfial 9813 Product ReportJ I Date. April 23,2015 Product Category Sub Category Manufacturer Product Name Plastpro,Inc. Smooth!Wood Grainll White Wood Grain Exterior Swinging Exterior Door 5200 W.Century Blvd. Rustic/Mahogany Doors Assemblies Los Angeles,CA 90045 Series O Fiberglass Door Phone 440,969.9773 Inswir4Outswing-"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.61G2D-3,Method 1 D of the State of.Florida Product 1lpproval,Department of Business&Professional Regulation. RW Building Consultants and Lyndon F.Schmidt, P.E.do not have nor will.acquire financial interest,in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named rein. Limitations: -'<- 1. This product has been evaluated.and is in compliance with the 5th Edition(2014)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 coverinct. 4. When used in areas outside of the"HVHZ"requiring wind borne debris protection this product complies with.Section 1609.1.2.of the FBC 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,Secfion 1609.1.2.2 of the FBC. 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-15210.6 require further engineering,analysis by a licensed engineer or registered architect 7. Outswing configurations meet water infiltration requirements.for"HVHZ".All other configurations do not meet the water infiltration requirements for the"HVHZ"and must be installed only in non-habitable areas:orat 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:, S. ee gra in FL-15210.6 for size and design pressure limitations. uppo ng o n 1. Test Report No. Test-Standard Testing Laboratory Signed bV TEL 01390365 7AS M1-94,20244&TAS 203-94 Testing Evaluation Lab.,Inc. Lyndon F.Schmidt,P.E. ETC-05.255-16776.0 ASTM D 635-98,.638.03,1929-96&2843.99 ETC Laboratories Joseph L Doldan,RE, 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 635-96,638-03,1929-96&2843-99 ETC Laboratories Ben Meunier 2. Miami-Dade NOA Materials 14-0423.16 Saflex PVB Interlayer(Eastman Chemical Company) 13-0114.05 Royal Mouldings(Ext.PVC) 3. Drawina.No. Prepared by Signed&Sealed by No.FL-15210.6 RW Building Consultants,Inc.(CA 69813) Lyndon F.Schmidt,P:E 4, Calculations Prepared by Signed&Sealed by Anchoring RW Building Consultants,4rim(CA.#9813) tR LyndonLF.,Schmldt,P.E: ASTM E 1300 Glass Load Lyndon R Schmidt;P.E. 5. Quality Assurance * - -I Certificate of Participation issued by National Accreditation and Management 1-.m Institute,certifying that Plastpro,Inc.is manufacturing products within.a quality assurance program that complies with ISOIIEC 17020 and Guide 53, I r� .M Lyndon F.Schmidt,P.E. FL PE No.43409 412412015 Sheet 1 of 1 II _ MAX.OVERALL ..............FRAME WIDTH =6past � ro _= = 5200 W. CENTURY BLVD. Z �z <3 LOS ANGELES, CA_ 90045 ,3 ° 0-- O-Q X 8 X q It l 15�� zo..,a,t 6 Smooth/ Wood Grain / White Wood Grain _ a =x z =Rustic/Mahogan_ y - - b w __ \ e'" ° N� ^w_ _ V-' 6h 9d04i p m Q a)Q i Nf m-d fl rmi. Series O Fiberglass Door LL INSWING/OUTSWING _ �w GENERAL NOTE MAX: UESIGN;WUREPII, - POS.: ( ` , CONFIGURAIION FRAME SWING ' EPOS.A ASTRAL This product has been evoluotedand'a in compliance vdth the 5th Edit on 2014)Flonda Bugd Code FBC DIMENSIONc ostructural requirements including the"High Velocity Hurricane Zone'f HVHZf, 74.0"x82.1r c3Q oxx 2. Product anchors shall be as fisted and spaced as shown on details.Anchor embedment to base material shag be avbeyond wag dressing or stucco. 74.0"x81.13" OUTSWING +75.0 -75.0 75. En W y g See sheets 2&4 for hardware and Be frame des lin presure Il a ons aw 3. When used in the°HVHr this product complies with Section 1626 of the Florida Bung Code and does not require an C3 2 -cc impact resistant covering. G I K n 4. When used in areas outside of the 7HVHr requiring wind bane debris protection this product complies with Section 1520"MAX.OVERALL FRAME WIDTH— 37.5 NAX a a a 1604.12 of the FBC and does not require an impact resistant covering.This product meets missile level"0"and 74.0'MAX.OVERALL o ! FRAME WIDTH I+ o includes Wind Zone 4 as defined in ASTM E 1446 and Section 1604.1.22 of the FBC. i I FRAME WIDTH E 5. For 2x stud cons5 uctiom anchoring of these units shag be the some as that shown for 2x buck masonry construcfiam T1 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer ( < a or registered architect. & —z N N JZ :�� N 7. OuWng configurations meet water infiltration requirements for"HVHr.Ali other configurations do not meet the W 3 w FS z a water inti tration requirements for the'NVHZ"and must be hstaged any in non-habitable areas or at habitable >? O 0 F 0 locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sib O X= O X e X 0 m „>, is less than 45 degrees. O p o b TA6IEOFCOMEM3 N w n SHEETI DESCRIP H a0< m _ 1 Typical elevatom design presyxes a gels d notes 2 Doorponeldetds Ll j �j 3 Sdelle panel details 4 Ute tmme de=arid gkmng delch v' 5 Ekmfx r6 i 6 Hoccontolaosssections z 7 Vedcdaosssections MAX DESIG(J'PRESSURE(P$f) z 8 3-orstbdcdefah CONFIGURATION' FAMER '' SWING ENDORA'AnRAGA1 DLP ASTRAGAL,, calUMiiAAARAGA4 GAM 021f 6/12 a 9 3-Point lock detals - 'DIMENSION =,POS. (NEG.- POS NEG.: .:POS. NEG::- +� N.T.S. ° $d 10 Buck and from°anct>arb9l>a1 3 11 Bc and hamax:h=glOX%O) 152.0"x82.0" INSWING +50,0 -50.0 +50.0 -50.0 +50.0. -50.0 DK.W.. JK rd 12 Astragol detafts V OXXO a«.BY. LFS 3 a 13 Astmgmdetak152.0"x81.13" OUTSWING +50.0 -50.0 +50.0 -50.0 +50.0 -50.0 DRAW=GJD' 14 Asfragd deeds ro s 15 Components FL-15210:6 a 16 W of materials See sheets 2&4 for hardware and lite frame design pressure lira tabors wren 1 or 16 cr — — J a ' •R:\Clients\Plastpro,Inc PERMANENT\Florida Product Approvals\FL-15210 HVHZ Fiberglass-Impact Opaque and Glezed\C-Drawings\FL-15210(2014)\FL-15210.1.6.dwg:2.6 c 1.75"x{ It 79.25'MAX,O.A.HEIGHT I�1L n �� xV rn '4• � f y �pO I ' 38.17' to )l S1 LOCK) ° O rn � F rn 70 lV r m i CD 0 0 70 N p m 5 ^ o 0 CoFL m ° o _ 3 3 z Tz` om c o a llS o twl n N o Z a m EA IRA o i! n mm x H O F. bq It It I ItIt c C n tvir o crit crit iCn s ! < n nm O om i' O� ^� rn [UN �z0 7�Q m Z 0 n A rn 1.2"—� i j C111 FIM/� N0.43409 .27�r— $ PRODUCT: Document.Prepared 9Y1ndon �i ••, PLASTPRO INC. P. NoF"9 N Idt '��'''''•'O ptap� ````�� IN N o Z a FIBERGLASS DOOR ��ttttltlttttt PART OR ASSEMBLY: BUILDING CONSULTANTS, INC. Io to 1 3 9 15 UPDATE TO 5TH ED. 2014 FBC JK DOOR PANEL DETP.O. Box 230, Valrico, FL 33595 O1 w N NO DATE BY AILS Phone Nol: 813.859.9197 REVISIONS FSPE CA No, 9813 C 2012 R.W.BUILDING C-ULTANT9 INC. II i' I ' R:\Clients\Plastpro,Inc PERMANENT\Florida Product Approvals\FL-15210 HVHZ Fiberglass-Impact Opaque and Glazed\C-Drawings\FL-15210(2014)\FL-15210.1-6.dwg,3.6 0 1.75 i n ' m O 79.25'O.A.HEIGHT bs-. Tim � o I' 70 I O H ti Ni T �I O, Z o� p. I O p A i n m O O m Z I m 7c Z I 11. a 1.71� �O 2 N O I � i C7 No.43409 j 2 $ PRODUCT: Dooummto Pnpar°d By: i Lyndon F. Schr ItPLA �// ••••' �9�'' \�\� Iv N o Z J FIBERGLASS PRO INC. DOOR P.E. No. 43409 ��, ,IALt \\\\ r- y rn PART OR ASSEMBLY: BUILDING CONSULTANTS, INC. o to 1 3 9 15 UPDATE TO 5TH ED. 2014 F13C JBY $IDELITE PANEL DETAIL$ P.O.hoBox 230, .659.9 7 33595 I� rn N NO DATE Phone No.: o. 9859.9197 REVISIONS FBPE C�1. No. 9813 ®201 2 R.W.8UILCING C-ULTANT9 INC. I II R::\Oients\Plastpro,Inc PERMANENT\Florida Product Approvals\FL-15210 HVHZ Fiberglass-Impact Opaque and Glazed\C-Drawings\FL-15210(2014)\FL-15210.1-6.dwg,4.6 O� Or2� 66"MAX.O.A.FRAME HEIGHT O y 66.35 MAX.O.A.FRAME HEIGHT O�5 62.75'MAX.D.L.O.HEIGHT �{ �� �62.63"MAX.D.L.O.HEIGHT---�{ O 1- T v SN r i �At Lq RIAA I, L m ^' 4.5" f 5.75' I I 11 0"MAX 1 (TYP) 14.2" (TYP,) MAX.O.C. O.C. 65 z� D�D pp0 g _ n=0, z �g ��rrI1 m s a Om 'i2 'ii IW rtm7 ' $O O A ® '�rTj O ?� H 0 ' N m crO % GG)) c® G) n r' r-• 41 I� O O m m � —• C cq c N G) CD a M� y — o, ov>a m oq_ O 2m p T c v 0 z -<D z T Inn^ _ O m D O n O G) G) LLLiiii . 1.71" i' � � W 1 m ! nIl i T 1.28" li T d 1.43" T it A ' V I n a I� `111111111111/// v tom—0.45" `�.�`�:SCHA LNo.43409 � I $ i PRODUCT: Document. Pmpamd By: •., �1 Lyndon F. Schmidt �i .'!�LOFa;.PLA ��� IA o Z N FIBERGTIASS(DOOR P.E. No. 43409 '��/i/,�O�JAL11" �`` --I D1 PART OR ASSEMBLY: (,Q��/BUILDING CONSULTANTS, INC. IO ya 1 3 9 15 UPDATE TO STH ED. 2014 FBC ,11< LITE FRAME DETAILS YY P.O. Box 230, Volrleo, FL 33595 D N NO DATE BY AND GLAZING DETAILS Phone N..:'813.859.9197 REVISIONS FBPE C.A. No. 9813 ! ® 2012 R.W.BUILDING CONSULTANTS INC. I II I o R.1Clients\Plastpro,Inc PERMANENT\Florida Product Apprmals\FL-15210 HVHZ Fiberglass-Impact Opaque and Glazed\C-Drawings\FL-15210 t2014)\FL-15210.1.6.dwg,Sb i I w A d , xZ V W p O X e V V \ x V P � O I' P� I. V W o O 8 m r p W 0 �� X Z V V 0 \� I I' I scHiylk,.. / No.43409 A qq $ PRODUCT: 11i PnpanM By: ••,• `� 9 P I ' . F PLASTPRO Lyndon F. Schmidt ��i ••• ••�• ��` hI N FIBERGLASS DOOR P.E. No. 43409 cn o z o N r y PART OR ASSEMBLY: BUILDING CONSULTANTS, INC. Ir o Tx t/1 cz 1 3 9 15 UPDATE TO 5TH ED. 2014 FOC JK ELEVATIONS P.O. Boz 230, Voldco, FL 33595 m rn N N NO DATE BY Phane No.: 813.659.9197 REVISIONS FSPE C.A. No. 9813 ®2012 R.W.BUILDING CONBULTANT8 INC. I II R1Cients%Plastpro.Inc PERMANENT\Fladda Product Approvals\FL-15210 HVHZ Fiberglass-Impact Opaque and Glaaed\C-Drawings\FL-15210{2014}\FL-152101.6.dwg 6.6 O-1z t�D a aC O a g. m . 3 0 Z m O O M a3 o M � r .a ( - ?O CD (O o TM o O v 0 �o oz 12T, 0 MM PO M 0 O O �t A M W A 00 bT m � O O 0 tT< N ;. O `a O tl Z Z Z ,. °I a m i ; A M ` No.43409 PRODUCT: Docurn. Prep. ey: Z PLASTPRO I N 1tdt P.E. No43409 � f�FBERGLASS DOOR PART OR ASSEMBLY: n f BUILDING CONSULTANTS. INC. ,_I P.O. Box 230, Voldco, FL 33595 ( o 5k 0\ I 3 9 15 UPDATE TO 5TH ED. 2014 FeC �K HORIZONTAL CROSS SECTIONS YV 01 rn N NO DATE BY Phone A.N. o. 9813 97 I' REVISIONS FfJPE C.A. No. 9873 0 201 2 R.W.SuiLOING CONSULTANTS I— . 1 R:\Clients\Plastpro,Inc PERMANENT\Flodda Product Approvals\FL-15210 HVHZ Fiberglass-Impact Opaque and Glamd\C-Drawings\FL-15210(2014)\FL-15210.1.6.dwg,7.6 1-1/4"MIN. p 2 EMB.(TYP.) M 70 M $ Ja O 0 v C2 A V e � a 0 o to y nT ' a A 90 A 0 ' 70 �• 700 y CD T • 0 0 Z OAS' a o I C'SINK n �+ 0 3 -• (TYP.) m r� m 1-1/4"MIN. Q EMB.(TYP.) '- M m m � •'m CL m m O p 7 m m 7a N .•' .•,.a ;13 m V IJ '22 � � O y o a y o orn O t^ O 2 rn v 0 [[711�II z T oW70 m p Z f1 . 0 M O W m 0 i 2 v CL ;v 1-1/4'MIN. EMB.(TYP.) 1-1/4"MIN. m v 4a N M V fr m Z m 0� A O 33 A W �� V V O O 0< y T T T MI y p f^1 m �° 7O m o 2R O 0 T T •T7 $ 1-1/4"MIN. O O O EMB.(TYP.) Z N Z m .......... 1-114 MIN. 1-1/4"MIN No.43409 EMB.(TYP.) EMB.(TYP,) PRODUCT: Documents Pmparxd By: •., PLASTPRO Lyndon F. Schmidt iii •••"°LOfaC�` `�� I N FIBERGLASS DOOR P.E. No. 43409 ! Iv N ,moo N r- -1 of PART OR ASSEMBLY: BUILDING CONSULTANTS, INC. tq\ I J 9 15 UPDATE TO 5TH ED. 2014 FBC JBY VERTICAL CROSS SECTIONS P.O. Box.230, Vnlrico, FL 33595 Im rn N NO DATE Phone No.: 813.659.9197 REVISIONS FBPE C.A. No. 9813 ®ZD 1 Z R.W.BUILDING CCNBUL—NTG INC. II - I R:\Clients\Plastpro,Inc PERMANENT\Florida Product Approvals\FL-15210 HVHZ Fiberglass-Impact Opaque and Glared\C-Drawings\FL-15210(2014)\FL-15210.1-6.dw9,8.6 Z c ,I r OVERALL HEIGHT D I y HANDLE HEIGHT M 0 0 •t o M ^ Al Il/ IJ 10.04- M co i I N , . I W Ci O� OX O 4.63"�I G, o r�3.63' 0.11,- x T II C O O O v M ' os z �8.87' 3 � I , 0Y. T I � I ' I ' I I I, I; I, I, 41:7' I' I I � I i MjO ' No.43409 PRODUCT: DoeumentA Prupored Sir ••, •• `� Z Lyndon F. SchmidtPLASTPRO INC. ��i •••• A�'•• ��� I0° o Z FIBERGLASS DOOR P.E. No. 43409 ��i�IYAL,tt;;``�` PART OR ASSEMBLY: /�D{ BUILDING CONSULTANTS, INC. Io to 1 3 9 15 UPDATE TO 5TH ED. 2014 FBC VK 3—POINT LOCK DETAILS v v P.O. Box 230, Voll-loo, FL 33595 O N NO DATE BY ,I Phone No.: 813.859.9197 REVISIONS FBPE C.A. No. 9813 ®201 2 R.W.BLIILOINra CONS-ANTS INC. ' S R.\Clients\Plastpro,Inc PERMANENT\Florida Product Approvals\FL-15210 HVHZ Fiberglass-Impact Opaque and GlazedlC-Drawings\FL-15210(2014)\FL-15210.1-6.dwg,9.6 T 'c' F 3 ON 2222 A.A51 O , N , i I p O D O �I 2426' 23.0 7 15.0" I ' 1111111........ F.SCH �O No.43409 .27y1 $ PRODUCT: Document. Pmper.d 9y: LndonI N FIBERGLASSRDOOR PYE. No F43409 SchmId! I� U o Z J ��211111111\\\ PART OR ASSEMBLY: BUILDING CONSULTANTS, INC. o x (n 1 3 9 15 UPDATE TO 5TH ED. 2014 FBC JK I3—POINT LOCK DETAILS P.O. Box 230, Valrico, FL 33595 NO DATE BY Phona No.: 813.859.9197 REVISIONS FBPE C.A. No. 9813 2012 R.W.BNILDIND CONSULTANTS INC. I� SEE HINGE F ,I g• DETAIL(TYP.)BIcryp �P � WR T SP) 00 .71 Ui } m l / .. ... C 2X BUCK SEE DEL 2 e, I+ z o co o TAI 0 MASONRY T JABS ' MASONRY G IX BUCK a E z m o u OPENING OPENING TYP•HEAD - e y g 9 d 00. - - ✓f JAMBS_ a FRAME - c m d a �o - 2X BUCK �w 6 "_---- -----2XBUCK _ -___ - - - En NP. � - 9 � z SILL D �j 2X BUCK � o v -0 1 �t Z zo 0 U1 L — 1 11 11 y5M � o_ s SEE DETAIL 1 0 a Iil p Y 9 BUCK ANCHORING ASTRAGAL STRIKE JAMB FRAME ANCHORING HINGE JAMB HINGE DETAIL o F XX XX Inswing a Qa m o >m 1XBUCKLH EE2X BUCK m M 11 a eb y N 11 z > 27 w O � rn of of CONCRETEANCHOR NOTES: O t- 1.Concrete anchor locations at the comers may be adjusted to maintain the Mn. HINGE DETAIL LW Q edge d[stance to malar joints. LATCH i DEAD BOLT DETAIL H 1 X BUCK Outswing o a 2 Concrete anchor locations noted as MAX.ON CEP,11 W must be adjusted to i < maintain the min.edge distance to mortar joints,additional concrete onchors - may be required to ensure the'MAX.ON CENTdimensian are not exceeded. L 2X BUCK MER• m 0 3.Concrete anchor table: w z ANCHOR ANCHOR MIN. MIN tLEARANtE. MIN CLEARANCE 32 o 'o TO MASONRY TOADJACENT.Y: o m s lYl'E,;. S12E.. EMBEDMENT EDGE ANCHOR..::i F .::. .. ....,..... z ° W rtW n < ® 4 1• 4• 4 O DATE 02/16/12 = Elco Ste: N.T.S. ° LTRACON 1/4 1.1/1' 1' 4 DWG.BY: JK m 'S TAPCON 1.114 r DETAIL 1 DETAIL DETAIL 1 cHx.ar: LFS 3 a Astragal throw bolts Attach astragal throw bolt Astragal throw bolts WOOD SCREW NOTES: ORAWINO NO.: - 1.Maintain a minimum 518•edge distance.1"end crdance,d 1"o.c.spacing of at the threshold strike plate to frame -. - at the threshold n Outswin FL-15210.6 wood screws to prevent the spftling of wood. � ( 9I as shown (Inswing) o SHEET 10 of 16 d O d I • R:\Clients\Plastpro,Inc PERMANENT\Florida Product Approvals\FL-15210 HVHZ Fiberglass-Impact Opaque and Glazed\C-Drawings\FL-15210(2014)\FL-15210.1.6.dwg,12.6 I i I 2M- 01 .88"o. w o N O� i (+] ly y r I P r _ r N P YA n y 0o w I I I P A ' 0.573" I� ,I I OR > 1 w N 1 0 >e Z N --{�0.050" p I I' I I ' I 00.31" , i w L �I O. V —• 0 1 Q .o Sao a m P Q 8S Q�1 C r C 3 f �ec7 3 O i I I � I , w c:r \I�t•gCHM�O No.43409 J ?9�T`s * `•*^ L' Q PRODUCT: Documents Propend By: R " B PLASTPRO 'i Lyndon F..Schmidt �ii� ••'• �"•Q`��`� I N FIBERGLASS DOOR P.E. No. 43409 PART OR ASSEMBLY: BUILDING CONSULTANTS. INC. Io in i 3 9 15 UPDATE TO 5TH ED. 2014 FBC JK li P.O. Box 230. Valrico. FL 33595 CY, CM NO DATE BASTRAGAL DETAILSY Phone No.: 813.059.9197 REVISIONS FBPE C.A. No. 9813 ®201 2 R.W.BUILCINB Ca NBULTANTB INC. i •R:\Clients\Plastpro,Inc PERMANENT\Florida Product Approvals\FL-15210 HVHZ Fiberglass-Impact Opaque and Glazed\C-Drawings\FL-15210(2014)\FL-15210.1-6.dwg,13.6 0 3 `� D-D TOP 3 03 '7 o J h 2.7 I m G1 3 00 C A 3 5 I' o �o 0 0 O CD pp�a c O A = O a � E ' m > ' a5 N � � 00 w o a T cam° _ 0.51" g 0 � m 3x0 < S _ O r I N_ V ly 01 N � a cA O y C A C O BOTTOM ```311111111111j2j' F•gcmkG No.43409 i 22 $ PRODUCT: Deoum.nt. P-p—d W. FIBERGLASSRDOOR P.E. No.F'43409Idt 7�'' 'Oomv `_�O`�, INC. U Z l fG� PART OR ASSEMBLY: BUILDING CONSULTANTS, 1o 7C (n 1 J 9 15 UPDATE TO 5TH ED. 2014 FBC JK .O. Box 230, Valrlco, FL 33595 01 rn N NO ASTRAGAL DETAILS PDATE BY Phone No.: 813.659.9197 REVISIONS FBPE C.A. No. 9813 7271-2—R-7.. BUILDING CO NBULTANTB INC. R1Clients\Plastpro,Inc PERMANENAFlorida Product Approvals\FL-15210 HVHZ Fiberglass-Impact Opaque and Glazed\C-Drawings\FL-15210(2014)\FL-15210.1-64wg,14.6 V O g TOP CL 3 c, w 3 y A-A CLD D W N 2.d5' E 0 m I V (11111 V �O AO o o � � A A C a _ I I c W > O I Fes—0,37' �' 3 N o a CL U 3 C. K I I O N n a. z 0 0.50" �o C3, JISI{I I c 3 vw W N I ! BOTIOM I yzs•.r i PRODUCT: Document.Prep—d BY: r PLASTPRO Lyndon F. Schmidt ��ii '••!�LOFEV��•••Q����+ I� c Z N FIBERGLASS DOOR P.E. No. 43409 rn PART OR ASSEMBLY: /%�� BUILDING CONSULTANTS, INC. lO cn 1 3 9 15 UPDATE TO 5TH ED. 2014 FHC JK ASTRAGAL DETAILS `��P'O. Box 230, Valrlco, FL 33595 a Ol N NO DATE BY Phone No.: 813.859,9187 REVISIONS FBPE C.A. No. 9813 2012 R.W.BUILDING DGNBIILTANTB INC. II " • R:\Clients\Plastpro,Inc PERMANENT\Florida Product Approvals\FL-15210 HVHZ Fiberglass-Impact Opaque and Glared\C-Drawings\FL-15210(2014)\FL-15210.1-6.dwg,15.6 1.25' ow. w Irwa o nu n0 00 00 `C U = 0 x x x 25' 00 _5 3 o. N P. pp 6 6 o y go T � Tig 0.65" � yy l m 2 0. a5! to Li. �T L , F�0.15' 75 0.75" 6 I N GI 0.937° o > I 0 0.28" CS A No.43409 PRODUCT: Docum.ntL Prnpntl By ` F,I Lyndon F. Schmidt '��i O,tL1�'• ��(-'•,��p� ��`` FIBERGLASS DOOR P.E. No. 43409 PART OR ASSEMBLY: @ BUILDING CONSULTANTS, INC. T o T X to P.O. Box 230, Voldco, FL 33595 1 3 9 15 UPDATE 70 5TH ED. 2014 FBC —JK— NO KNO DATE BY COMPONENTS Phone No.: 813.:59.9197 REVISIONS FBPE C.A. No. 9:13 02012 R.W.Btn LCIND CDNBIILTANTB INC. II "00 oil BILL OF MATERIALS 55 #10 X 1-117'PFH SCREW STEEL `�``,� ;: % n M IF DESCRIPWN MATERIAL 57 BACKING PLATE STEEL C:' � n A 1 X BUCK SG>=0.55 WOOD 58 #8 X 7'PFH WS STEEL =1 gJ:d n B 2X BUCK SG>=0.55 WOOD 60 MULTI-POINT STRIKE PLATE STEEL a _ ,r �r 62 LOCKASSEMBLY STEEL Z °SOC o m C 1/4"MAX.SHIM SPACE - : 65 DLP ASTRAGAL ALUM .,, ' n D 1/4"X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL to 66 CONCEALED STIFFENER ALUM � •.. ••• �` o m m � . .. E MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI CONCRETE 67 SLIDE BOLT ROD ALUM ���T�1 1���� z o`m d 301-OR HOLLOW BLOCK CONFORMING TO ASTM C90 0 m z 70 ASTRAGAL BY ENDURA ALUM G 1/4"X 3-3/4"PFH ELCO OR TfW CONCRETE SCREW STEELv i o z u H 3/16"x3-1/4"PFHIfW CONCRETE SCREW STEEL 71 BOLT RETAINER(93/4") ALUM M 'E Em m o 73 SLIDE BOLT ROD STEEL ti a= c w I 114'X 1.3/4"-PFH ELCO OR-ITW CONCRETE SCREW - STEEL ' d L m g m a OIL a I a 80 ASTRAGAL BY COLUMBIA ALUM p K #9 X 2-1/7'PFH WOOD SCREW STEEL a LL 81 FLUSHBOLT RETAINER ALUMd L #8 X 2-1/2"PFH WOOD SCREW STEEL E S z 82 FLUSHBOLT RETAINER ALUM 9 M #8 X 1-1/7'PFH WOOD SCREW STEELg ;w LL T POLY FIBER JAMB= -- = COMP./=VINYL _- 83 FLUSHBOLT ROD STEEL o a 2 FINGER JOINTED PINE FRAME WOOD 88 2X REINFORCEMENT SG>=0.55 WOOD = - 3 EXT.FRAME(ODL) ALUM. 4 INT.FRAME(ODL) ALUM. 5 #7-19 X 1-3/4"PPH SELF-DRILLING SMS STEEL z$ w 6 #10 X 1-3/4"PPH WOOD SCREW STEEL 7 WEATHERSTRIP FOAM 0:o a m 8 DOOR BOTTOM SWEEP VINYL 5 w .6 9 4'X 4"BUTT HINGE STEEL a m m a 11 #9 X 3/4"PFH WOOD SCREW STEEL a 12 NON STRUCTURAL SEALANT SILICONE 13 STRUCTURAL SIUCINE(DOW 995) SILICONE a a 15 EXT.FRAME(BY ROYAL MOULDINGS) PVC Y} 16 INT.FRAME (BY ROYAL MOULDINGS) PVC 'm E 17 SCREW CAP (BY ROYAL MOULDINGS) PVC m 22 3 POINT'TONGUE"MULTI-POINT LOCKSET(Mfg.BY HOPPE) STEEL 23 MULTI-POINT STRIKE PLATE(TONGUE SYSTEM) STEEL g 25 LATCH AND DEADBOLT STRIKE PLATE(TONGUE SYSTEM) STEEL N 27 LATCH STRIKE PLATE STEEL W o = 28 DEADBOLT STRIKE PLATE(SECURITY) STEEL = N 29 ADATHRESHOLD ALUM -�, 30 OUTSWING THRESHOLD ALUM/WOOD 31 OUTSWING THRESHOLD ALUM/WOOD S 32 OUTSWING THRESHOLD ALUM/WOOD a a 33 OUTSWING THRESHOLD ALUM/COMP ? L38 OUTSWING THRESHOLD ALUM/WOOD w z 78 OUTSWING SIDELITE ADAPTER VINYL m Q INSWINGTHRESHOLD ALUM/COMP "o m INSWING THRESHOLD ALUM/WOOD _z o INSWING THRESHOLD ALUM/COMPwre 02/16/12 iINSWING SIDELITE ADAPTER VINYL sau¢ N.T.S. 9 W DOOR PANEL-SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION40 owc.a1: JK m DETAILS oSIDELTTE PANEL-SEE SIDELITE PANEL DETAIL SHEET FOR CHK.BY'. LFS 3 g 50 CONSTRUCTION DETAILS DRAWING NO-- .m o_- FL-15210.6 0 SHEET 16 ov 16 N G I� 7/4/2015y Florida Building Code Online i} %Ma(epaf(manid SCIS Home Log In User Registration uHot Topics I Submit Surcharge Stats&Facts Publications ( FEC Staff SCIS Site Map i Links Search BusinProduct ess'( Professional `~ USER:Public UserApprl Regulation Product Approval Menu>Product or Application Search>Application List>Application Detail t #as4=- FL# FL11103-112 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Lekoss@cws.cc w Systems Inc. Address/Phone/Email Avenue 4 2 Authorized Signature Koss Erin ekoss@cws.cc Technical Representative Erin Koss Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 ekoss@cws.cc i Quality Assurance Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 jlathrop@cws.cc i i Category Exterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed Lucas A.Turner the Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M. Urich, PE Validation Checklist-Hardcopy Received i Certificate of Independence FL11103 R2 COI EvalReD CWS-298B(SGD-8900. IMP).Ddf Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/I•S.2/A440-05 2005 ASTM E1300-04 2004 ASTM E1886-02 2002 ASTM E1996-02 2002 TAS 201/202/203 1994 Equivalence of Product Standards hftps.-//floridabuilding.org/pr/Pr_app dM.aspx?param=wGEVXQwtDgftaGsip3GvutOCRBKBPq%2fDPvnFimWAkdS3N3YgfrjggAp/p3d°/p3d 1/2 7/4/2015 Florida Building Code Online Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/20/2015 Date Validated 04/23/2015 Date Pending FBC Approval 04/25/2015 Date Approved 06/23/2015 I Summary of Products FL# Model,Number or Name Description 11103.1 SGD-8900 PVC Sliding Glass Door. SGD-8900 PVC Sliding Glass Door. Limits of Use Installation Instructions Approved for use in HVHZ:Yes Fl-11103 R2 II CWS-298B(SGD-8900. IMP).odf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 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 FL11103 R2 AE DuPont SGP NOA 11-0624 02.Ddf 8'. Config. include OXXO, OXO,OX,X0. Glass complies to FL11103 R2 AE EvalReo CWS-298B(SGD-8900. IMP).odf ASTM E1300-04. FL11103 R2 AE Ouaneli(Mikron) NOA 12-1017 02.Ddf Created by Independent Third Party: Yes �I Contact Us:: 1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-18241 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 a-mall 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 dick here. Product Approval Accepts: FOR 6Check M i sccurity,%ii:.1 R WS' Him ' I i 1 � I i https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgttaGslp3GvutOCRBKBPq%2fDPvnFim WAkdS3N3YofrjggA%3d%3d 2/2 URNER1239 Jabara Ave. �l North.Port, FL 34288 ENGINEERING & Ph. 941-380-1574 TCONSULTING, INC. FBPE C.O.A. #29779 Evaluation Report 298B April 18, 2015 roduct Description: Series 8900 PVC Sliding Glass Door, LM Impact,4'x8' nominal panel size max. Manufacturer: Custom Window Systems, Inc. 1900 SW 44th 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 5th Edition(2014) 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-298B, signed and sealed by Lucas A. Turner,P.E. 3) Test Reports NCTL-210-3506-1 and-lA, 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/A440-2005, and ASTM E 1886/1996 2002 4) Supplemental Calcs. to support CWS-298B, signed and sealed by Lucas A. Turner, P.E. Installation: Units must be installed according to approval document CWS-298B. 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-298B • 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 Dupont SentryGlas (SGP) Interlayer per Miami-Dade NOA#11-0624.021 • Requires Quanex (Mikron)white rigid PVC extrusions per NOA#12-1017.021 1 I have evaluated the interlayer and framing materials in these Dupont'and Quanex NOAs and find that they comply with the requirements of the 51h Ed. (2014)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. No 58201 •:��M *c - 4/18/2015 --a. ;tr Lucas A. Turner, P.E. STATS OF :1�z ' FL PE 458201 �'�trS ON SLIDING GLASS DOOR - IMPACT GENERAL NOTES: 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO yylNppyy SYSTEP95 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 191 1/8" W W W.CW S.CC 48 7/8" MAX UNIT WIDTH 2.GLAZING DETAIL:(SEE SHEET 2) PANEL WIDTH A 3.APPROVED CONFIGURATIONS:"OXXO","OXO","x0',"OX" 8900 PVC 4.DESIGN PRESSURES: SLIDING GLASS L -NEGATIVE.DESIGN.LOADS BASED.ON TESTED PRESSURE AND GLASS 96. I TABLES ASTM E-1300-04. DOOR-IMPACT MAX -POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE,WATER UNIT INFILTRATION TEST PRESSURE,AND GLASS TABLES ASTM E-1300-04. n c� HEIGHT - 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED IN THE93112' B N NMAX B DESIGN OF THIS PRODUCT.SEE SHEET6 FOR INSTALLATION DETAILPANEL WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR Y HEIGHT CALCULATIONS. g a b B W co 6 6.PRODUCTS APPROVED FOR IMPACT RESISTANCE.-SHUTTERS ARE NOT - U) LREQUIRED. U Z 6 m m 0 7.ALL FRAMES ARE PROCESSED AND SCREWED TOGETHER.VENTS FULLY LL O (n WELDED. N Z > A A WWoM 6 8.SERIES/MODEL DESIGNATION:SGD-8900. a ao ~a � w K 96' 9.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: a O 14513/16' MAX UNIT WIDTH X=OPERABLE SASH,O=FIXED SASH. o a W MAX UNIT WIDTH a p 48 7/8" 48 7/8' MAX 10.SEC ON CALLOUTS APPLY TO ALL CONFIGURATIONS. MAX PANEL WIDTH m 4 Z NEL WIDTH 1 XTERNAL WEEP SLOT=1/4 x 1"LOCATED 4'FROM BOTH ENDS. 41 3/ 41 3/4' GDLOS 96' GLA SS 96- —_ MAX __ ta MAX UNIT v• No 58201 �' UNIT HEIGHT +*: * HEIGHT �,9� �� 93112" D 863/8-0 X O D 19N31/2" "9'. PANEL DOGLASS PANEL AX EX- E '�4OX�f'�<O R IOP;._�•' HEIGHT HEIGHT rr".'S'l C C 4/3/2015 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 EMAXPANEL DESIGN PRESSURE ELEVATIONS CONFIG. MAX. UNIT SIZE IMPACT RATING DRAWN BY: DATE: GENERAL NOTES&ELEVATIONS.....................1SECTION VIEWS 0)0(0&GLAZING DETAIL....2 ADE 06/03/08 SECTION VIEWS OXO&XO...............................3DWG z: REV.: EXTRUSIONS&B.O.M.........................................4 - iw x 93-112" - CWS-298 B ANCHOR SCHEDULE NOTES............................5 SOALE' INSTALLATION DETAILS.....................................6 OXXO 191-1/8"x96" +/-60 PSF LARGE MISSILE IMPACT SHEET1:33.33 1 OF 6 WIPI��� D�OW(.S!//EP9S 25 18 26 a 7 3 21 2 0 8 16 33 1900 SW44TH AVE. OCALA,FLORIDA 34474 W W W.CW S.CC ❑ 8900 PVC ❑ SLIDING GLASS 0 - DOOR--IMPACT Elul t2 �! :44 N ;3 F O O � Y � W m m 1 1 30 33 6 4 19 2 9 - - - - - - - -- 1 - - v7 - U Um Z SECTION B-B v LLo N N Z W 17 1'OVERALL a a O 1 —n�cl a 3116'TEMPERED w of a UR�dJ w W ll err 3/8•AIRSPACE a n W 2 � IN 7/16'LAMINATED GLASS f ti 4 3176'ANNEALED GLASS m a Z ILl I 23 .090 SENTRY GLASS IONOPLAST INTERLAYER ���� pREW'���i, 8 3/16'ANNEALED GLASS `��Q9 P�GEIJS•T�p�i n 1 PAIR OF ANCHORS AT EACH CLIP. JV; l' Lo 13 ❑ SEE SHT 6 FOR SPACING v: No 58201 A STATE OF :4JZ 1 33 'ii�.A,4 O R I ID-'N2,: 13 PURFECTGLAZSIKAFLIX 52E•H- �,�4 SIONA 13/16'GLASS BITE 30 4/3/2015 r 30 fry 13 SECTION C-C LUCAS A.TURNER,P.E. FIXED PANEL ATTACHMENT FL PE#58201 J 4 1239 JABARA AVE. 3 NORTH PORT,FL 34288 14 NOTE: PH.941-380-1574 37 14— 1 I 10 INSTALLATION WITH NO SILL RISER ALLOWED ONLY WHERE SHEET DESCRIPTION: JJ LL 14 WATER INFILTRATION RESISTANCE IS NOT REQUIRED. SECTION VIEWS-OXXO AND GLAZING DETAIL 31 7 DRAWN BY: DATE: ADE 06/03/08 3 15 LLL��� DWG#: REV.: 1:1.33 CWS-298 B SCALE: SHEET 1:2.63 2 OF 6 WINDOW SYSTEM 1900 SW 44TH AVE. OCALA,FLORIDA 34474 www.cws.cc 33 16 8 0 1 3 137 4 26 18 5 8900 PVC C3 [] SLIDING GLASS _ f a DOOR-IMPACT El 8 v m a O O � W m U) m LL O 0 1 2 9 35 34 19 4 6 30 1 N N Z > W IL SECTION D-D a' Cl a w w D r o oW n m o m ¢ Z 25 18 6 24 7 33 3 +v: No 56201 -P ❑ �0 STATE OF �Fg' F,iCa� ON A, 4/3/2015 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. 1 12 30 33 6 24 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#: REV.: 2.VERTICAL SECTION CAN BE SEEN ON SHEET 2. CWS-298 B SCALE: SHEET 1:2.63 3 OF 6 PARTS LIST 515116• FRAME CONSTRUCTION ITEM PART NO DESCRIPTION VENDOR MATERIAL 1 H-6042 FRAME,MAIN,SGD MIKRON PVC ,5BS/8. ~ L�WLJ 2 S-6040 THRESHOLD/FILLER, SGD MIKRON PVC 1 1 I WINDOW SYSTEP9S 3 5-1722 SUPPORT BLOCK,FDD,SGD KEYMARK ALUM O I !111 1900 SW 44TH AVE. 4 H-6059 PANEL TOP/BOTTOM RAIL, SGD MIKRON PVC 1718' � r} 1/8" 211I/16' www.OCALAFLORIDA 34474 LJuLJULJL WWW.CWS.CC 5 H-6059 PANEL SIDE RAIL,SGD MIKRON PVC o c c 1� 6 H-6033 PANEL,INTERLOCK,FDD MIKRON PVC 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 17/8' FRAME CORNERS 11 P-3342 SEAM SEALER,SM-5504 SCHNEE 1 7/8'x{ 1 7/8�� SCREWED TOGETHER DOOR-IMPACT 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 14 P-3429 WSTP.,0.270 X:187,BACK FINSEAL ULTRAFAB - 5 - - -- -' - - - -""- - - N. tw- - 15 P-3539 98 X3/4"QUAD PHILIPS,TEK FASTENAL ZINC o o 16 P-3557 #10 x 2,HEXHEAD,TEK FASTENAL ZINC 3 9116" 3 9/16" 3 9/16° 17 P-3752 CAP PLUG,112"HOLE M&M NYLON 118• g >' 18 P-3767 #10 X 1"HEX WASHER HEAD,TEK FASTENAL ZINC w in 19 P-3789 LOCK&HANDLE KIT,PVC,SGD AMESBURY STEEL 118' �7Z 20 P-3792 3/4"KEEPER AMESBURY SS rr 1/8" O 21 P-3793 MORTISE LOCK HS&D SS LL a !_ 22 P4136 #10 x 2,PAN HEAD PHIL,SMS FASTENAL STEEL ry N Z PVC PNL INTERLOCK-6060 PVC PNL LOCKSTILE-6059 PVC PNL INTERLOCK-6033 VENTS FULLY WELDED r O w 23 S-1775 REINFORCEMENT,ALUM.,PANEL KEYMARK ALUM w wly 24 H-1993 REINFORCEMENT,ALUM.,PANEL KEYMARK ALUM 1'10 a ao a 25 P4295 FDED PANEL CLIP KEYMARK ALUM W U 26 S-1597 COVER,FD(ED PANEL CLIP KEYMARK ALUM 11/16- o o 27 S-1930 PANEL TRACK,ALUMINUM,SGD,SILL KEYMARK ALUM 1/2" f- 2' (� 2 1/16"- 28 /16 28 S-1726 REINFORCEMENT,ASTRAGAL,SGD KEYMARK ALUM 29 5/8' 29 S-1737 HIGHRISE SILL,ALUMINUM KEYMARK ALUM 8 I 9Ir . 'D aI . z 30 5-6037 GLA73NG BEAD 1.00",SGD MIKRON PVC 26 FF, 3 �„1t7111181",, 31 S-6041 TRACK,SCREEN,SGD MIKRON PVC 213/16" `,���P14DRC W '14 32 S-6046 SUPPORT WELD,SGD MIKRON PVC 33116' 1/16' 31/16" 2518' 115116" ��� ,. GcN 33 GLASS(SEESHEET2) 1/8° jP:'� S'' 7/16" V �. Fes'•-Z�G 34 H-6044 SCREEN CHANNEL MIKRON PVC I} 116 1116 v. No 58201 35 S-6045 SCREEENADAPTOR MIKRON PVC 36 P4278 WSTP.,0.2"X 1.25"DUST PLUG ULTRAFAB ILJI y 37 S-1764 SILL THRESHOLD COVER(8900) KEYMARK ALUM '9: STATE OF .✓Cr: 38 P4366 WSTP.,1"X7.1'X0.7"DUST PLUG ULTRAFAB PVC INTERLOCK SNAP-6061 FIXED PNL CLIP-4295 FIXED PNL COVER-1597 REINF.-1775 HIGHRISE-1737 "O(�'•,A- 39 P-3302 WSTP.,0.330"X0.187"BACK FIN ULTRAFAB 2 77/76• Z i��,�%.OR 1• ?�1 40 P4479 WEEP HOLE COVER SULLIVAN PVC 2118' 3/4° 37 v1s' � 32 �x 3 3/8' 1 are' 4/3/2015 518' 1/2' 3535 ,3n 6' 1 3/4' 3/4' 7/16• J— 1116' LUCAS A.TURNER,P.E. 9 28 J_ ROLLER TRACK-1930 ——— FL PE#58201 PVC SCREEN ADAPTOR-6045 SILL THRESH COVER-1764 1239 JABARA AVE. PVC WELD SUPPORT-6046 NORTH PORT,FL 34288 718° 2 1116' PH,941-380-1574 2 3116' SHEET DESCRIPTION: 5 1/16"OO dO 4 3/8' 1/6" 7116' � 518' 2 1 1/8 3 BOM AND EXTRUSIONS 1112' 30 9116" L1/16" 71II/8° 31 DRAWN BY: DATE: 11e' 1116 FIXED PNL SUPPORT-1722 i 1/16 fns ADE 06/03/08 PVC SCREEN CHANNEL-6044 PVC TRACK FILLER-6040 PVC SCREEN TRACK-6041 DWG A: REV.: CWS-298 B NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE SPECIFIED. PVC GLAZING BEAD-6037 SCALE: PVC ASTRAGAL-6043 REINF.-1726 SHEET 1.2 4OF6 6'MAX. 1X MAX O.C. I q•U-YP) WINDOW SYSTEMS (TYP) I I (TYP) I 1900 SW 44TH AVE. OCALA,FLORIDA 34474 Www.CWs.CC c "')" rYP8900 PVC "PAxo.c. SLIDING GLASS DOOR-IMPACT N N N z Q Y v U Z I m m 0 v o W o N Z w N W Q of w n H a a C, D r 0 0 a 0. 0 in ¢ O I Z ====g L tpu�uffff No 58 ANCHOR LAYOUT NOTES: STATE OF 1.INSTALL TWO ANCHORS AT EACH LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 2.SHIM AS REO'D AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16'IS PRESENT. LOAD BEARING SHIMS SHALL S�QNA�t��+'�� BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWING ,SEE T BL 1 SHE T �� 4/3/2015 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 LUCAS A.TURNER,P.E. PROTECTED TO PREVENT REACTION. FL PE#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 NOTES 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 2"FOR MASONRY,1"FOR WOOD AND METAL. DRAWN BY: DATE: 6.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 B FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS),FMAIWDMA 250(BOX WINDOWS),FMA/AAMANWDMA 300(EXTERIOR DOORS). SCALE: SHEET 1:20 5 OF 6 TYPICAL HEAD ANCHORAGE 27/16"MIN. MIN.EDGE DIST. 1/4'MAX.SHIM SEE TABLE 1 Qm SYSTEP95 ffl INTERIOR MIN.EMBEDMENT 1900 SW 44TH AVE. SEE TABLE 1 OCALA,FLORIDA 34474 W W W.CW S.CC SUBSTRATE BY OTHERS MIN.EMBEDMENT SEE TABLE 1 SEE TABLE 1 Z7 8900 PVC _PERIMETER SEALANT --I_ MAX.SHIM SLIDING GLASS BY INSTALLER p - -❑_ - - DOOR--IMPACT INSIDE AND OUT o 2 7/16'MIN. � N -- -- - - --- - - -- `n o Iii INTERIOR N0 0 INSTALLATION ANCHOR SEE TABLE 1 Y MIN.EDGE DIST. W m SEALANT BETWEEN - - - _ SEE TABLE _ SILL RISER AND FRAMEJJJ S2 O v Z Q BY INSTALLER m °LL° O 4U LL O PERIMETER SEALANT BY INSTALLER v PERIMETER SEALANT IT.��¢¢ INSIDE AND OUT N N Z w BY NSTALLER u� SUBSTRATE BY OTHERS w W O Of W INSIDE AND OUT SEE TABLE 1 W o d DO NOT COVERw w WEEP HOLES HORIZONTAL SECTION F F- L) MIN.EMBEDMENT 6 TYPICAL JAMB ANCHORAGE o SEE TABLE 1 a W SUBSTRATE BY OTHERS SEE TABLE 1 INSTALLATION ANCHOR SEE TABLE 1 m Q Z TWO ANCHORS PER SEALANT UNDER SCREW 2 7/16• MIN.EDGE DIST. PRE-DRILL DHHOL SH ��%%%"jADREW+Thai HEAD BY INSTALLER / MIN. SEE TABLE 1 ��� y •CEN..i , I A�,VERTICAL SECTION 1/4'MAX SHIM 6 TYPICAL SILL ANCHORAGE FIXED PANEL v No 58201 MIN.EMBEDMENT `*: SEE TABLE 1 Z na: �. 9 STATE OF :i0�•� TABLE 1:APPROVED INSTALLATION FASTENERS FIXEDrG IANEL ++ST. +��SS� SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. 1Y SEE TABLE 1 '+i �ONALti�• CONCRETE(2.0 KSI MIN.) 3/16"ITW TAPCON 1" 3" CONCRETE(2.85 KSI MIN.) 3116"ELCO ULTRACON 1-3/4' 1' HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"RW TAPCON 1" 3' 17 7!8• ❑ - 4/3/2015 HOLLOW OR GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-1/4' 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 1239 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8" 1' JABARAAVE: 16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILT]KWIK-FLEXOR ITW FULL THREAD FIXED PANEL CLIP NORRTHTHPORT,- 34288 7/16" CLIP ANCHORS MUST PH.941-380-11574 (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060' BE LOCATED A MINIMUM SHEET DESCRIPTION: 1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD ISTANCE 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: NCHOR. ELEVATIONS CONCRETE(2.0 KSI MIN.)OR 3/16"ITW TAPCON V. 3" INSTALLATION DRAWN BY: DATE: HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) NCHOR(TYP) HORIZONTAL SECTION ADE 06/03/08 FIXED PANEL CLIP ANCHORS INTO: FIXED PANEL CLIP DETAIL 6 FIXED PANEL ANCHORAGE DWG# REV.: CONCRETE(2.85 KSI MIN.)OR 3/16"ELCO ULTRACON 1-1/4" 2-1/2" CWS-298 B HOLLOW OR GROUT-FILLED CMU(ASTM C-90) 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 60176 Florida Building Code Online � yy s � 2 t. - a BCIS Home ( Log In User Registration ( Hot Topics Submit Surcharge Stats&Facts ! 'Publications' FBC Staff BCIS Site Map Links Search I Fla id na'`Product Approval ` USER:Public User Product Anoroval Menu>Application Detail FL# FL15781-R6 ' �. Application Type Revision Code Version 2014 Application Status Approved RIF 5kV. i Comments r r. ao Archived ❑ Product Manufacturer Soft-Lite LLC Address/Phone/Email 10250 Philipp Parkway K Streetsboro, OH 44241 (330)528-3400 Ext 1109 tiker@soft-Iite.com Authorized Signature Vivian Wright rickw@rwbldgconsultants.com y s z�A 43Si„ l 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 ` ❑ Evaluation Report- Hardcopy'Received � Florida Engineer or Architect Name who developed the Lyndon F. Schmidt, P.E. Evaluation Report z Florida License PE-43409 Quality Assurance Entity Farabaugh Engineering and Testing, Inc Quality Assurance Contract Expiration Date 12/31/2017 Validated By Ryan 1. King, P.E. ' ❑� Validation Checklist- Hardcopy Received iq '5 ",�g Certificate of IndependenceFL15781 R6 COI CERTIFICATE OF INDEPENDENCE.Ddf 4" i F$ Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA101/LS.2/A440 2011 AAMA/WDMA/CSA101/`I.S.2 A440 2008 ASTM E1300 2004 ASTM E1886 2005 ASTM E1996 2006 *� ,4 ASTM E1996 2009 TAS 201, 202, 203 1994 ar° u https://www.floridabuilding.org/pr/pr_app_dtl.aspx7param�GEVXQwtDgt3elSAInEOW9Taf7MFDxJQJWjAlVgb3pzxpVaV3%2b%2fNjA%3d°/`3d[2/3/2017 11:31:19 AM] i Florida Building Code Online Equivalence of Product Standards Certified By Sections from the Code fir a Product Approval Method Method 1 Option D a6p FR Date Submitted 10/30/2015 g Date Validated 10/30/2015 Date Pending FBC Approval 11/02/2015 Date Approved 12/15/2015 Suroiriacy:of Products FL#� Model,Number or Name Description ;j f 15781.1 a. "Imperial LS DSI-12" Double Slider Extruded PVC Double Horizontal Sliding Window-(XX Window Configuration) Limits of Use Installation Instructions '8,F Approved for use in HVHZ: No FL15781 R6 II INST 15781.1.pdf ,1-1 i�` 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 R6 AE Eval 15781.1,Rdf additional use limitations, installation instructions and product Created by Independent Third Party:Yes 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 R6 II INST 15781.2.] Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 5�; Impact Resistant: No Created by Independent Third Party:Yes � b Design Pressure:`N/A Evaluation Reports' Other: See INST 15781.2 for Design Pressure Ratings, any FL15781 R6 AE Eva[ 15781'.2,pdf additional use limitations, installation Instructions and product Created by Independent Third Party: Yes particulars. 15781.3 c. "5300 DSL53 (G5352)" Double Extruded PVC Double Horizontal Sliding Window-(XX Slider Window Configuration) Limits of Use Installation Instructions °? A Approved for use in HVHZ: No FL15781 R6 II INST 15781.3.pdf 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 FL15781 R6 AE Eval 15781.3.pdf additional use limitations, installation instructions and product Created by Independent TWd Party: Yes particulars. A _ 15781.4 d. "5300 DSL53(G5352)" Double Extruded PVC Double Horizontal Sliding Window- (XX Slider Window Configuration) i Limits of Use Installation Instructions Approved for use in HVHZ: No FL15781 R'6 II INST,15781,.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 15781.4 for Design Pressure Ratings,any FL15781 R6 AE Eval 15781.4.pdf additional use limitations, installation instructions and product Created by Independent Third Party:Yes particulars. 15781.5 e. "5400 SSL54(G5402)"Single Extruded PVC Single Horizontal Sliding Window- (OX or XO Slider Window Configuration) rrLimits of Use Installation Instructions Approved for use in HVHZ: No FL15781 R6 II INST 15781,5.pdf y Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 https://www.floridabuilding.org/pr/pr_app_dtl.aspx7param=wGEVXQwtDgt3elSAInEOW9Tai7MFDxJQJWjAIVgb3pzxpVaV3%2b%2fNjA%3d%3d[2/3/2017 11:31:19 AM] Florida Building Code Online 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 R6 AE Eval 15781.5.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes a 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 R6 II INST 15781.6.Ddf Approved for use outside HVHZ:Yes Verified By; Lyndon F. Schmidt, P.E.43409 Impact Resistant:Yes Created bylIndependentThird Party: Yes Design Pressure: N/A Evaluation"Reports 9 Other: See INST 15781.6 for Design Pressure Ratings, any FL15781 R6 AE Eval 1578V6.[Zf additional use limitations, installation instructions and product Created by,Independent Third Party: Yes particulars. i 15781.7 g. "5400 TSLF54"Triple Slider Extruded PVC Triple Horizontal Sliding Window- (XOX Window Conflguratioh) Limits of Use Installation Instructions Approved for use in HVHZ: No FL15781 R6 II INST 15781.7.12df 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 R6 AE Eval 15781.7.pdf_ ;» additional use limitations, installation instructions and product Created by Independent Third Party: Yes , 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 R6 II INST 15781i8.[Zdf Approved for outside HVHZ:Yes Verified Byi 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 R6 AE Eval 15781'.8.pdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. .. Contact Us:;2601 Blair Stone Road.Tallahagspe FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Flortda.:;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 apublic-records request,dg 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: ON Ek M Credit Card Safe ern https://www.floridabuilding.org/pr/pr_app_dtl.aspx7param�GEVXQwtDgt3cISAInEOW9Taf7MFDxJQJWjAIVgb3pzxpVaV3%2b%2fNjA%3d%3d[2/3/201711:31:19 AM] II i R R `1V Building Consultants, Inc. W Consulting and Enginecring.Sernices for the Building industry B P.O..Box DO V41rico,rL*.'S595 Phonon la,6i9,9197 C FloridmBoaidofProfemionatEnEinun.CMihcmcafAuthorimtionN.a.9813 I L 6 Proeluct f I ' Date: April 29,2015 Product Sub Category Manufacturer Product Name Category Soft-Lite LLC "5400 SSL54(G54d2)" Windows Horizontal Slider 10250 Philipp Parkway Siegle Slider Window Streets boro,OH 44241 "Impact" (330)-528-3400 Scope. This is'aProduct Evaluation report issued by'R W Building Consuitants,Inc.and Lyndon F.Sctimedt,P.E.(System ID#1998) for Soft-Lite LLC based on Rule Chapter No-.61G20.3,Method 10 of the State of Florida Product Approval,Department of Business&Professional Regulation_ RW Building Consultants and Lyndon F_Schrnidt,RE,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 5th Edition(2014)Florida Building;Code(FBC)slruclural requirements Including the"High Velocity Hurricane Zone". 2. Product anchors shall'be as listod and spaced as shown on details.Anchor embedment-ta'base material shall be beyond wall,dressing or stucco. 3.When used in the"HVHZ—Ibis 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 tome debris protection this product complies wlth,Section 1609:1.2 of the FBC and does not require an impact resistant covering.This product meets missile level"D"and includes Wind Zone 4 as defined in ASTM E1996 and Section 1609.1.2.2 of the FBC. 5. For 2x stud framing construction,anchor ng of t ese units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL 157$1,6 require further engineering analysis by a licensed engineer or ' 7. This�prodductmeets th�water nfrltralion requirements for�"HVHZ"u m n Ito er s ments.of FBC.Section 2003. 9. See,drawing FL-15781.6 for size and design pressure limitations. Supporting Document's: 1. Test Report No. Test Standard Testing Laboratory Signed!by TEL 03001201 TAS 201,202&203-94 Testing Evaluation Lab. William;Shelton,RE 2. Miami Dade NOA Materials Testing 134129.27 DuPont Butacitea PVB interlayer 14-0820.11 PVC Extrusions(Vision Extrusions Ltd.) 3. Drawing No. Prepared by Signed i8 Sealed by No.FL-15781.6 RW Building Consultants,Inc(GA#9813) „Lyndon F.Schmidt,P.E. 4. Calculations Pregace,i by °Sfgnedl&Sealed by Anchoring RW Building Consultants,Inc(CA#9813) Lyr�don'F.Schmidt;RE. ASTM E1300 Glass Load .Lyndon-F.,Schrnldt,-P.:E., 4 5. Quality Assurance g; Certificate of Participation issued by Farabaugh Engineering and Testing,Inc,certifying that Soft-Lite LLC Is manufacturing products within a quality assurance program that complies with I.SOtIEC 17020 and Guide 53. -, - Lyndon F.Schmidt.P.E. FL PE No.43409 4/2912015 Sheet 1 of 1 i 1%% f T UE Z •y y.. 0, ZN>oLL°c°Qmr,I oBringing quality to light. 10PhilippPay o r) z Streetsboro,Ohio 44241 SEE CHART FOR FRAME SIZES —{ _ x z°d o v in N Eco o m°O Qt 0 °d w m dIL am "5400 SSL54 (G5402)" `z / / Single-Slider Window ' � oa. "IMPACT' Fr- GENERAL NOTES 3 w 1. This product has been evaluated and is in compliance with the 5th Edition(2014)Florida as Building Code(FBC)structural requirements including the"High Velocity Hurricane Zone" = r N `"w (HVHZ). o y i2 ILI 0 CL w 2. Product anchors shall be as fisted and spaced as shown on details.Anchor embedment to o base material shall be beyond wall dressing or stucco. a ii a 3. When used in the"HVHT'this product complies with Section 1626 of the Florida Building Code � / m and does not require an impact resistant covering. U 4. When used in areas outside of the"HVHT'requiring wind borne debris protection this product - complies with Section 1609.1.2 of the FBC and does not require an impact resistant covering. a This product meets missile level"O"and includes Wind Zone 4 as defined in ASTM Ell 996 and N Section 1609.122 of the FBC. z z 0 z in 5. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x buck masonry construction. o o 0 6. Site conditions that deviate from the details of this drawing require further engineering analysis o by a licensed engineer or registered architect. `r m 7. This product meets water infiltration requirements for"HVHT'. N Q r 8. Aluminum components,including fasteners,shall meet the requirements of FBC Section 2003. za N m MAX MAX GLASS, DESIGMPRESSURE(PSF) 0 0 fRAME ? DLO N-z o TABLE OF CONIENTS 11fMENS10N DIMENSION NpE- P0507VE NEGATIVE o+1e 6 19 13 = SHEEN DESCRIPTIONSoue N.T.S. 1 Typical elevations,design pressures and general notes 73.0"X 63.0" 31.675'x 57.312" G1 +50.0 -50.0 owc.a,': JK m' 2 Horizontal and vertical cross sections cHx.er: LFS 3 3 Buck and frame anchoring NOTE In the"HVHZ",this product is not to be installed over 30 ft.height above d. DHA NG Hoa 4 Bill of materials,components and glaring details FL-15781.6 0 SHM I OF ¢ N R:\Clients\Soft-Lite Pennanent\Flanda Product APpmvals\FL•1S781 Horizontal Sliders\C-Drawings\FL Cunent Drawings(2014)\FL-1$781,5.6.dw9,2.6 P r m o 0 C) CI O �T � o n ? 0 tJ� !3A 0 cr Sc'n ww >uN 15'A IA o T Z \+ N o V l tN d+ I (O C3 Ia�o Ilio j N w N o £� 0 o m Q �❑ w� c > z< n ntA m 0 Z m m to I C1 >C �' O x v v Na o i11-IMMIN. T "O 0 'O 4"MIN. I r EMB. TVP.} A Enna.pp.) ��t F,SGNIy! �i r N0.43409 .S PRODUCT: Occumente Prepared Byq;;� '• �.` FLORtOw.: 4 Pel SOFT--UTE WINDOWS Lyndon F:',Sehmtdt �i'F;p. •...... rn P.E. No. 43409 y `t�� BUILDING CONSULTANTS, INC. y w 2 4 21 15 UPDATE TO 5TH ED. 2014 FBC JK PART OR ASSEMBLY: U} ) 12/15 14 REVISED DRAWING NO. JK HORIZONTAL AND VER77CAL llJf P.O. Box 230. .659.9 FL 33595 14. cn L4 NO DATE HT CROSS SECTIONS Phone C.A. j o. 9813 9197 R ISIONS FBPE .A, No. 9813 0 2013 B.W.BUILDING CDNBULTANT9 IND. -V•.7 v �C i[.QRZ�,1^ z -P 14"MAX. y ........... hi`` I'o m m IIL�ITYP. O.C.(TYP.) i���ir ``````� Z>ri m 1 �rlllrl l- � U C4 :.... (TYP.I z x z a a. .. • v Z p r .: • N n Ern 9 m c 4! aa� --_ E oz I I TYp, III F 2X BUCK o �a 2X III G 1X BUCK I I BUCK 11 I DIRECT TO BUCK I I FRAME III D MASONRY 3 U MASONRY II MASONRY III nP• oo OPENING I I OPENING ko 5 M. I I a 0 III o `a za in o Ic v E 4 OI K m d n o BUCK ANCHORING FRAME ANCHORING LJ 4 V in O 1 2 Z 2O n 3 = CONCRETE ANCHOR NOTES: 1.Concrete anchorlocotions at the comers may be adjusted to maintain the min. 0 0 edge distance to mortarjoints. 1 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 X a i — TYP.@ HEAD AND SILL may be required to ensure the"MAX ON CENTER"dimension are not exceeded. v 3.Concrete anchor table: w i ANCHOR ANCHOR M1N MIN CLEARANCE MIN CLEARANCE $ 70 MASQNRY TO ADJACENT I' _ m TYPE SIZE EMBEDMENT a . I Orr Doh, 610113• _ d ELEO SGIE' N.T.S. ULTRACONe 1/4" 1.1/4" 1" 4" uxc.BY. JK m WOOD SCREW INSTALLATION NOTES: CHK BY. LFS 3 1.Maintain a minimum prevent edge distance,I"end distance,&I"o.c.spacing of DRAWING No.: wood screws tot the splitting of wood. yFL-15781.6 0 SHMT L GF 4 11111 BILL OF MATERIALS �% %"`„.. 11........ REM 6 DESCRIPTION MATERIAL 3.72" `��.� ••�jo ii m A 1X BUCK SG>=0.55 WOOD B 2X BUCK SG>=0.55 WOOD =U9i Q C 1/4"MAX.SHIM SPACE - %N'.y Z 4' _0` ;mn D 1/4"X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEELMASONRY-3,000 PSI MIN. %��•,, ��j���'r z e E OOR HOLLOW_B_LOC(C CON NG TO ASTMIC ONG TO ACI CONCRETE �'liTTTT*pti�� zn z o m 0 !a -F #10 X 2-1/2'PPH SMS STEEL °a 6 d G - 1/4!'X 3-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL \ N E z 0 Z X -#8 X 3"PPH SMS W/RUBBER WASHER,_ STEEL Na a o o 1 1 MAIN FRAME' PVC C4 i d :,a.t M a 2 LOCKSTILE" PVCo' 3 PULLSTILE* PVC c 4i 4 MEETING STILE` PVCEJ o d - - -- -- 5 GLAZING BEAD' - - PVC - d=- - �n – ---- 7 REINFORCEMENT(6063-TS ALUM.) ALUM Lu z 9 RAIL` PVC 3 a3 20 PUSH BUTTON SWEEPLOCK '' 3.25' o 21 PUSH BUTTON SWEEPLOCK KEEPER _ MAIN FRAME c�io z 23 #7 X 3/8"PFH MS STEEL 231" -1 m .N 26#6 X 1"PFH TEK SCREW STEEL W THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY O ❑ o EXTRUDERS LICENSEES IN"HAMA CERTIFICATIONS PROGRAMS FOR RIGID PVC EXTRUSIONS". 1.32" 0.0T' ;o 0 < "v •n o m © NEXT GENERATION(DOW)OR 0.065"0 Q o INSTANT GLAZE III(DOW) 1 1"GLASS BRE r-- �1.T2" v^ 7/8"THICK REINFORCEMENT 5 GLAZING DEAD Z. LOCK STILE N d In Ll w O 2.31" z m 1/8"ANNEALED 1.51" j o Q r— 0.090'DuPONT Butocite® I 2.58" w PVB INTERLAYER c� 1/8"ANNEALED �O O a a m O.OT' _ O z w z 1/8"ANNEALED J� _ n—c ❑ O.OT' N 0 5 iO0.065" L DAM 61191 13 ? in SC&L. N.T:S. 5 STEEL SPACER Dwr.�: JK m 1.13" 3 Gl GLAZING DETAIL PULL circ er: LFS 3 DRAWG No.: m 9 RAIL 4 MEERNGSRLE FL-15781.6 0 sN 4 OF 4 w