HomeMy WebLinkAboutPicture Window CWS 6150 FL Approval 17794.1Document Title: Doc No: FRM B1-02
Structural Performance
Certification
Authorization Report
Rev No: 7 Page: 1 Of: 1
Required By: PRO B1-03
This Certification Authorization Report (CAR) is issued by Keystone Certifications, Inc. (KCI) after full validation review,
and is based on a standardized evaluation of the product conducted by an independent accredited laboratory in
accordance with the specified referenced standard. Actual fenestration product performance may vary based on many
factors, including installation, condition of the wall/roof substrate and the age of the product and installation
components.
This report indicates the product is eligible for the application of Keystone Certification Program certification labels.
Licensee stipulates in affixing certification labels to products, that those products are representative of the specimen
evaluated and documented for certification authorization. Only products bearing such a certification label shall be
considered certified. The information in this report can be verified at www.keystonecerts.com.
138 -1323.0
12/12/2014
11/6/2021
138
CAR & Product ID Number:
Issue Date:
Expiration Date:
Company Code:
Licensee Information: Product Information:
Model:6150 PVC Fin/Flange Impact Picture Window
Operator Type:FW
Max Width:68
Max Height:76
Custom Window Systems, Inc
1900 SW 44th Avenue
Ocala FL 34474
Referenced Standard: Product Rating:
AAMA/WDMA/CSA 101/I.S.2/A440-08 Class LC-PG50 1727x1930 (68x76)-Type FW WTP=15.0
Config:No, GS-5/16" Ann Lami IG
Qualifying Test Information:
Test Report No:NCTL-210-3976-03/04
Test Report Expiration:11/6/2021
Authorized Signature:Keystone Certifications, Inc.
145 Limekiln Rd. Suite 100B
New Cumberland, Pennsylvania 17070
Phone: 717-932-8500
Fax: 717-932-8501
Revision Date:9/10/2018
www.keystonecerts.com
6/8/2015
Lucas A. Turner, P.E.
FL PE #58201
Evaluation Report 1073
June 8, 2015
Product Description: Series 6150 PVC Picture Window, Large Missile Impact Wind Zone 3,
with Design Pressure +/-50 psf
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 61G20-3.005 (4). This product complies with the requirements of the 5th
Edition (2014) Florida Building Code, not including the High Velocity Hurricane Zone or Wind Zone 4.
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-1073, signed and sealed by Lucas A. Turner, P.E.
3) Test Reports NCTL-210-3988-01/02/03/04/05/06 and NCTL-210-3976-03/04, by National
Certified Testing Laboratories, Orlando, FL, with testing performed: ASTM E 1886 ‘05, ASTM
E 1996 ‘05/09 (large missile impacts in accordance with Wind Zone 3), and
AAMA/WDMA/CSA 101/I.S.2/A440 ’08
4) Supplemental Calculations to support CWS-1073, signed and sealed by Lucas A. Turner, P.E.
Installation: Units must be installed according to approval document CWS-1073.
Limitations of Use: This product:
• May be used up to the sizes and daylight openings with glazing as indicated in CWS-1073
• Achieves design pressures of +/-50 psf for flange and fin, in unit sizes up to 68”x76”, 48”x76”,
36”x76”, and 54”x96” (glass types vary, see CWS-1073),
• Is Large Missile impact resistant and does not require the use of shutters
• May not be used in the High Velocity Hurricane Zone or Wind Zone 4 areas
• Requires Dupont Butacite PVB Interlayer, 0.090” thick in 36”x76” unit size and 0.105” thick in
48”x76” size. Requires 0.090” Dupont Sentry Glas Ionoplast Interlayer in unit sizes 68”x76” and
54”x96”. Width and height may be transposed.
• Requires ATN PVC frames with current listing as AAMA 303 Certified Profile Licensee
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.
URNER
ENGINEERING &
CONSULTING, INC.
T 1239 Jabara Ave.
North Port, FL 34288
Ph. 941-380-1574
FBPE C.O.A. #29779
6150 PVCPICTURE WINDOWIMPACTCWS-1073 -EMK05/26/15LUCAS A. TURNER, P.E.FL PE # 582011239 JABARA AVE.NORTH PORT, FL 34288PH. 941-380-15741900 SW 44TH AVE.OCALA, FLORIDA 34474WWW.CWS.CC SHEET DESCRIPTION: DRAWN BY: DATE: DWG #: REV.: SCALE:1:25SHEET1 OF 7 DATE: BY: DESCRIPTION: NO.:REVISIONSA7B7O68" MAX UNIT WIDTH69 1/4" FLANGE WIDTH63 15/16" GLASS DLO71 15/16"GLASSDLO76"MAXUNITHEIGHT77 1/4"FLANGEHEIGHTO55 1/4"FLANGEHEIGHT54"MAXUNITHEIGHT49 15/16"GLASSDLO91 15/16" GLASS DLO96" MAX UNIT WIDTH97 1/4" FLANGE WIDTHGENERAL NOTES ANDELEVATIONSGENERAL NOTES:1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT EDITION AND IS RATED FOR MISSILE LEVEL D IMPACT USE IN WIND ZONE 3 AREAS AS DEFINED IN ASTM E 1996 PER THE FBC.THIS PRODUCT MAY NOT BE USED IN THE HIGH VELOCITY HURRICANEZONE (HVHZ) OR IN ASTM E 1996 WIND ZONE 4 AREAS.2. GLAZING OPTIONS: (SEE SHEET 3)3. CONFIGURATIONS: "O". ARCHITECTURAL SHAPES INCLUDE, BUT ARE NOT LIMITED TO, THOSE SHOWN ON SHEET 2.4. DESIGN PRESSURE RATING: -NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES ASTM E-1300-04. -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300-04.5. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEET 7 FOR ANCHOR DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS.6. PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED.7. ALL FRAMES FULLY WELDED.8. SERIES / MODEL DESIGNATION PW-6150.9. THE DESIGNATION X AND O STAND FOR THE FOLLOWING: O = FIXED SASH10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. TABLE OF CONTENTSGENERAL NOTES & ELEVATIONS.....1ARCHITECTURAL SHAPES.................2GLAZING DETAILS...............................3SECTION VIEWS & ALT. FRAME........4BOM & EXTRUSIONS...........................5ANCHOR SCHEDULE & NOTES..........6INSTALLATION DETAILS.....................7PICTURE WINDOW - LARGE MISSILE IMPACTMAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING36" x 76"48" x 76"68" x 76"96" x 54"LARGE MISSILE IMPACT+/- 50 PSFC7D7AABBO49 1/4" FLANGE WIDTH48" MAX UNIT WIDTH43 15/16" GLASS DLO71 15/16"GLASSDLO76"MAXUNITHEIGHT77 1/4"FLANGEHEIGHTO37 1/4" FLANGE WIDTH36" MAX UNIT WIDTH31 15/16" GLASS DLO77 1/4"FLANGEHEIGHT76"MAXUNITHEIGHT71 15/16"GLASSDLO6/8/2015
6150 PVCPICTURE WINDOWIMPACTCWS-1073 -EMK05/26/15LUCAS A. TURNER, P.E.FL PE # 582011239 JABARA AVE.NORTH PORT, FL 34288PH. 941-380-15741900 SW 44TH AVE.OCALA, FLORIDA 34474WWW.CWS.CC SHEET DESCRIPTION: DRAWN BY: DATE: DWG #: REV.: SCALE:1:1SHEET2 OF 7 DATE: BY: DESCRIPTION: NO.:REVISIONSOCTAGONTRAPEZOIDTRIANGLE1/2 CIRCLE1/4 CIRCLEFULL CIRCLETOMBSTONEFULL ELLIPSE (OVAL)NOTES:1. SEE SHEET 6 FOR DETAILED ANCHOR INSTALLATION REQUIREMENTS.2. THRU FRAME - MASONRY, WOOD OR METAL OPENING. THRU FIN - WOOD OPENING.3. OVERALL SIZE MUST NOT EXCEED THE MAX. WIDTH AND HEIGHT OF RECTANGULAR WINDOWS ON SHEET 1.4. ANCHOR SPACING FOR ARCHITECTUAL FLANGE AND FIN WINDOWS MUST FOLLOW THE LAYOUTS SHOWN ON SHEET 6, WITH ANCHOR SPACING MEASURED ALONG THE LENGTH OF THE PRODUCT.ARCHITECTURALSHAPES6/8/2015
6150 PVCPICTURE WINDOWIMPACTCWS-1073 -EMK05/26/15LUCAS A. TURNER, P.E.FL PE # 582011239 JABARA AVE.NORTH PORT, FL 34288PH. 941-380-15741900 SW 44TH AVE.OCALA, FLORIDA 34474WWW.CWS.CC SHEET DESCRIPTION: DRAWN BY: DATE: DWG #: REV.: SCALE:1:1SHEET3 OF 7 DATE: BY: DESCRIPTION: NO.:REVISIONSSIKAFLEX 552 ORPURFECT GLAZE "H"GLASS TYPE A7/8" OVERALL5/8" GLASS BITE9GLAZING DETAILSSIKAFLEX 552 ORPURFECT GLAZE "H"GLASS TYPE B7/8" OVERALL5/8" GLASS BITE9SIKAFLEX 552 ORPURFECT GLAZE "H"GLASS TYPE C7/8" OVERALL5/8" GLASS BITE9SIKAFLEX 552 ORPURFECT GLAZE "H"GLASS TYPE D7/8" OVERALL5/8" GLASS BITE9101010103/16" ANNEALED3/8" AIRSPACE5/16" LAMINATED1/8" ANNEALED.090 DUPONT PVB INTERLAYER1/8" ANNEALED3/16" ANNEALED3/8" AIRSPACE5/16" LAMINATED1/8" ANNEALED.090 SENTRY GLASS IONOPLAST INTERLAYER1/8" ANNEALED3/16" ANNEALED3/8"AIRSPACE5/16"LAMINATED1/8" ANNEALED.105 DUPONT PVB INTERLAYER1/8" ANNEALED3/16" ANNEALED1/4" AIRSPACE7/16" LAMINATED3/16" ANNEALED.090 SENTRY GLASS IONOPLAST INTERLAYER3/16" ANNEALED6/8/2015
6150 PVCPICTURE WINDOWIMPACTCWS-1073 -EMK05/26/15LUCAS A. TURNER, P.E.FL PE # 582011239 JABARA AVE.NORTH PORT, FL 34288PH. 941-380-15741900 SW 44TH AVE.OCALA, FLORIDA 34474WWW.CWS.CC SHEET DESCRIPTION: DRAWN BY: DATE: DWG #: REV.: SCALE:1:1.33SHEET4 OF 7 DATE: BY: DESCRIPTION: NO.:REVISIONSSECTION VIEW B-B8ALTERNATE FIN FRAME1723411SECTION VIEW A-A775588871055SECTION VIEWSINTERIORINTERIOR6/8/2015
6150 PVCPICTURE WINDOWIMPACTCWS-1073 -EMK05/26/15LUCAS A. TURNER, P.E.FL PE # 582011239 JABARA AVE.NORTH PORT, FL 34288PH. 941-380-15741900 SW 44TH AVE.OCALA, FLORIDA 34474WWW.CWS.CC SHEET DESCRIPTION: DRAWN BY: DATE: DWG #: REV.: SCALE:1:1SHEET5 OF 7 DATE: BY: DESCRIPTION: NO.:REVISIONSPVC FRAME FLANGEH-6128FLGPVC GLAZING BEADS-6141PVC TRIMS-61443 7/16"15/16"5/16"1/16"3/4"5/16"1/16"PVC FRAME FINH-6128FIN2 11/16"3 9/16"3 7/16"CORNER WELD (ALL SIDES)1:8FRAME CORNER CONSTRUCTION12341/16"7111/16"1"8BOM AND EXTRUSIONS6/8/2015
6150 PVCPICTURE WINDOWIMPACTCWS-1073 -EMK05/26/15LUCAS A. TURNER, P.E.FL PE # 582011239 JABARA AVE.NORTH PORT, FL 34288PH. 941-380-15741900 SW 44TH AVE.OCALA, FLORIDA 34474WWW.CWS.CC SHEET DESCRIPTION: DRAWN BY: DATE: DWG #: REV.: SCALE:1:20SHEET6 OF 7 DATE: BY: DESCRIPTION: NO.:REVISIONSINSTALLATIONANCHOR (TYP.)ANCHOR LAYOUT - (FLANGE)SEE NOTE 2OOANCHOR LAYOUT - (FIN)6" MAX. (TYP.)MAX. O.C. (TYP.) SEE ANCHOR SPACING CHARTINSTALLATIONANCHOR (TYP.)SEE NOTE 26" MAX. (TYP.)MAX. O.C. (TYP.)SEE ANCHORSPACING CHART4" MAX. (TYP.)8" MAX. O.C. (TYP.)4" MAX. (TYP.)8"MAX. O.C.(TYP.) ANCHOR SCHEDULE ANDNOTESNOTES:1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. ANCHOR SPACING APPLIES TO ALL SHAPES (SEE SHEET 2) ALONG ALL FRAME EDGES. SILL ANCHOR SPACING SAME AS HEAD.2. SHIM AS REQ 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 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 DRAWINGS, SEE TABLE 1, SHEET 7.4. 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 PROTECTED TO PREVENT REACTION.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 SPECIFIED IN TABLE 1, SHEET 7.6. 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 INTO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. INSTALLATIONS INTO HOLLOW CMU REQUIRE THE USE OF 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE.7. A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3-9/16" FOR MASONRY, 1" FOR WOOD AND METAL.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. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE1, SHEET 7. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED.9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMA/AAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS), FMA/AAMA/WDMA 300(EXTERIOR DOORS)6/8/2015
6150 PVCPICTURE WINDOWIMPACTCWS-1073 -EMK05/26/15LUCAS A. TURNER, P.E.FL PE # 582011239 JABARA AVE.NORTH PORT, FL 34288PH. 941-380-15741900 SW 44TH AVE.OCALA, FLORIDA 34474WWW.CWS.CC SHEET DESCRIPTION: DRAWN BY: DATE: DWG #: REV.: SCALE:1:2SHEET7 OF 7 DATE: BY: DESCRIPTION: NO.:REVISIONSVERTICAL SECTIONTYPICAL SILL ANCHORAGEA7B7HORIZONTAL SECTIONTYPICAL JAMB ANCHORAGEINSTALLATION DETAILSTYPICAL HEAD ANCHORAGEC7HORIZONTAL SECTIONTYPICAL FIN ANCHORAGEHEAD AND SILL SIMILAR FOR FIN INSTALLATIONMIN. EMBEDMENTSEE TABLE 1MIN. EDGE DIST.SEE TABLE 1MIN. EMBEDMENTSEE TABLE 1MIN. EDGE DIST.SEE TABLE 1MIN. EDGE DIST.SEE TABLE 1MIN. EMBEDMENTSEE TABLE 1PERIMETER SEALANTBY INSTALLERINSIDE AND OUTPERIMETER SEALANTBY INSTALLERINSIDE AND OUTPERIMETER SEALANTBY INSTALLERINSIDE AND OUTPERIMETER SEALANTBY INSTALLERINSIDE AND OUTSEALANT BEHINDFLANGE BY INSTALLERSEALANT BEHINDFLANGE BY INSTALLERSEALANT BEHINDFLANGE BY INSTALLERSEALANT BEHINDFIN BY INSTALLERINSTALLATION ANCHORSEE TABLE 1INSTALLATION ANCHORSEE TABLE 1INSTALLATION ANCHORSEE TABLE 1SUBSTRATE BY OTHERSSEE TABLE 1SUBSTRATE BY OTHERSSEE TABLE 1SUBSTRATE BY OTHERSSEE TABLE 1SUBSTRATE BY OTHERSSEE TABLE 1FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN. EMBEDMENT MIN. EDGE DIST.FLANGE CONCRETE (2.0 KSI MIN.) 3/16" ITW TAPCON 1-1/2" 1-1/8"FLANGE HOLLOW OR GROUT-FILLED CMU (117 PCF MIN.) 3/16" ITW TAPCON 1" 2"FLANGE CONCRETE (2.85 KSI MIN.) 3/16" ELCO ULTRACON 1" 1"FLANGE GROUT-FILLED CMU (ASTM C-90) 3/16" ELCO ULTRACON 1-3/4" 2-1/2"FLANGE 2X MIN. SOUTHERN PINE (G=0.55)3/16" ITW TAPCONOR ELCO ULTRACON1-3/8" 7/8"FLANGE 2X MIN. SOUTHERN PINE (G=0.55) #10 WOOD SCREW 1-3/8" 7/8"FLANGE16 GAUGE (0.060") MIN. STEEL STUD (33 KSI YIELD MIN)#10-16 HILTI KWIK-FLEX OR ITW TEKS SELF-DRILLING SCREWFULL THREAD THRU 0.060"7/16"FLANGE1/8" ALUM. (6063-T5 MIN.) OR 1/8" STEEL (33 KSI MIN.)#10 GRADE 5 SELF-TAPPING / DRILLING SCREWFULL THREAD THRU 0.125"7/16"FIN 2X MIN. SOUTHERN PINE (G=0.55) #8 WOOD SCREW 1-1/2" 7/16"TABLE 1: APPROVED INSTALLATION FASTENERSPERIMETER SEALANTBY INSTALLERINSIDE AND OUTFLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE,UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: - MIN. 1/4" FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED INSIDE AND OUT, FULL PERIMETER, BY INSTALLER. - PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SHOWN FOR FLANGE WINDOWS.D7HORIZONTAL SECTIONBOX FRAME INSTALLATIONHEAD AND SILL SIMILAR FOR BOX INSTALLATION1/4" MAX. SHIM1/4" MAX. SHIMMIN. EMBEDMENTSEE TABLE 1MIN. EDGE DIST.SEE TABLE 1SEALANT UNDER SCREWHEAD BY INSTALLER1/4" MAX. SHIM1/4" MAX. SHIM6/8/2015