Loading...
HomeMy WebLinkAboutFL17794_R2_II_CWS-1073 (PW-6150)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