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Home My WebLink AboutAPPROVED CWS-FL13010.03 8300 PW8300 PVCPICTURE WINDOWIMPACTCWS-373 DADE05/05/07 SHEET DESCRIPTION: DRAWN BY: DATE: DWG #: REV.: SCALE:1:20SHEET1 OF 6LUCAS A. TURNER, P.E.FL PE # 582012428 Old Natchez Trc TrlCamden, TN 38320PH. 941-380-15741900 SW 44TH AVE.OCALA, FLORIDA 34474WWW.CWS.CCPROPRIETARY AND CONFIDENTIALTHE INFORMATION CONTAINED INTHIS DRAWING IS THE SOLEPROPERTY OF CUSTOM WINDOWSYSTEMS, INC. ANYREPRODUCTION IN PART OR AS AWHOLE WITHOUT THE WRITTENPERMISSION OF CUSTOM WINDOWSYSTEMS, INC IS PROHIBITED.O49 1/4"OVERALLFLANGEHEIGHT48"MAXUNITHEIGHT45 1/8"GLASSDLO121 1/4" OVERALL FLANGE WIDTH120" MAX UNIT WIDTH117 1/8" GLASS DLOB6A6C6AABBPICTURE WINDOW - LARGE MISSILE IMPACTMAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING120" X 48" +/- 70 PSF LARGE MISSILE IMPACT GENERAL NOTES ANDELEVATIONSGENERAL NOTES:1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRINCANE ZONE (HVHZ) AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED IN ASTM E 1996 PER THE FBC.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-1300-04e01/09. -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300-04e01/09.5. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEET 6 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 ARE FULLY WELDED.8. SERIES / MODEL DESIGNATION PW-8300.9. THE DESIGNATION X AND O STAND FOR THE FOLLOWING: O = FIXED SASH.10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. TABLE OF CONTENTSGENERAL NOTES & ELEVATIONS.......1ARCHITECTURAL SHAPES...................2SECTION VIEWS & GLAZING................3EXTRUSIONS & B.O.M...........................4ANCHOR SCHEDULE & NOTES............5INSTALLATION DETAILS.......................67/21/2020 8300 PVCPICTURE WINDOWIMPACTCWS-373 DADE05/05/07 SHEET DESCRIPTION: DRAWN BY: DATE: DWG #: REV.: SCALE:1:1SHEET2 OF 6LUCAS A. TURNER, P.E.FL PE # 582012428 Old Natchez Trc TrlCamden, TN 38320PH. 941-380-15741900 SW 44TH AVE.OCALA, FLORIDA 34474WWW.CWS.CCPROPRIETARY AND CONFIDENTIALTHE INFORMATION CONTAINED INTHIS DRAWING IS THE SOLEPROPERTY OF CUSTOM WINDOWSYSTEMS, INC. ANYREPRODUCTION IN PART OR AS AWHOLE WITHOUT THE WRITTENPERMISSION OF CUSTOM WINDOWSYSTEMS, INC IS PROHIBITED.1/2 CIRCLE1/4 CIRCLEFULL CIRCLEFULL ELLIPSE ("OVAL")TOMBSTONEOCTAGONTRAPEZOIDTRIANGLEARCHITECTURALSHAPESNOTES:1. SEE SHEET 5 FOR DETAILED ANCHOR INSTALLATION REQUIREMENTS.2. THRU FRAME - MASONRY, WOOD OR METAL OPENING.3. OVERALL SIZE MUST NOT EXCEED THE MAX. WIDTH AND HEIGHT OF RECTANGULAR WINDOW ON SHEET 1.4. ANCHOR SPACING FOR ARCHITECTUAL FLANGE WINDOWS MUST FOLLOW THE LAYOUT SHOWN ON SHEET 5, WITH ANCHOR SPACING MEASURED ALONG THE LENGTH OF THE PRODUCT.7/21/2020 8300 PVCPICTURE WINDOWIMPACTCWS-373 DADE05/05/07 SHEET DESCRIPTION: DRAWN BY: DATE: DWG #: REV.: SCALE:1:1.33SHEET3 OF 6LUCAS A. TURNER, P.E.FL PE # 582012428 Old Natchez Trc TrlCamden, TN 38320PH. 941-380-15741900 SW 44TH AVE.OCALA, FLORIDA 34474WWW.CWS.CCPROPRIETARY AND CONFIDENTIALTHE INFORMATION CONTAINED INTHIS DRAWING IS THE SOLEPROPERTY OF CUSTOM WINDOWSYSTEMS, INC. ANYREPRODUCTION IN PART OR AS AWHOLE WITHOUT THE WRITTENPERMISSION OF CUSTOM WINDOWSYSTEMS, INC IS PROHIBITED.1" OVERALL1/4" TEMPERED5/16" AIRSPACE7/16" LAMI GLASS3/16" HEAT STRENGTH.090 SENTRY GLASS IONOPLAST INTERLAYER3/16" HEAT STRENGTH1:128*5SECTION VIEWS &GLAZING DETAILSECTION VIEW A-AINTERIORSECTION VIEW B-BINTERIOR125555341212121286666887SIKAFLEX 552 ORPURFECT GLAZE "H"* SETTING BLOCKS PER FBC 2411.3.3.1QUANEX DURASEAL or,CARDINAL XL EDGE or,KODISPACE 4SG TPSI.G. SPACER1/2" GLASS BITE7/21/2020 8300 PVCPICTURE WINDOWIMPACTCWS-373 DADE05/05/07 SHEET DESCRIPTION: DRAWN BY: DATE: DWG #: REV.: SCALE:1:1SHEET4 OF 6LUCAS A. TURNER, P.E.FL PE # 582012428 Old Natchez Trc TrlCamden, TN 38320PH. 941-380-15741900 SW 44TH AVE.OCALA, FLORIDA 34474WWW.CWS.CCPROPRIETARY AND CONFIDENTIALTHE INFORMATION CONTAINED INTHIS DRAWING IS THE SOLEPROPERTY OF CUSTOM WINDOWSYSTEMS, INC. ANYREPRODUCTION IN PART OR AS AWHOLE WITHOUT THE WRITTENPERMISSION OF CUSTOM WINDOWSYSTEMS, INC IS PROHIBITED.CORNER WELD (ALL SIDES)FRAME CORNER CONSTRUCTION12345BOM AND EXTRUSIONSPVC GLAZINGBEADS-62377/8"PVC TRIMCOVERS-62333 1/8"1/8"2 1/4"11/16"1/4"PVC FRAME FLANGES-62326ITEM PART # DESCRIPTIONMATERIAL1 H-6232 Fr., PW, Main, HeadPVC2 H-6232 Fr., PW, Main, SillPVC3 H-6232 Fr., PW, Main, L. Jb.PVC4 H-6232 Fr., PW, Main, R. Jb.PVC5 S-6237 Glazing BeadPVC6 S-6233 Trim CoverPVC7Purfect Glaze "H", SikaFlex 552 Silicone8 P-5615 Set. Blk., 85 Dur., 1/8" x 1" x 2" Lg. Rubber9 P-3684 PW-8300 Gold Cert. Label, NFRC Tab10 P-3881 Temporary Lbl. (NFRC/DP)11 P-3613 CWS Lbl. (logo)12 GLASS SEE SHEET 3GlassPARTS LIST7/21/2020 8300 PVCPICTURE WINDOWIMPACTCWS-373 DADE05/05/07 SHEET DESCRIPTION: DRAWN BY: DATE: DWG #: REV.: SCALE:1:20SHEET5 OF 6LUCAS A. TURNER, P.E.FL PE # 582012428 Old Natchez Trc TrlCamden, TN 38320PH. 941-380-15741900 SW 44TH AVE.OCALA, FLORIDA 34474WWW.CWS.CCPROPRIETARY AND CONFIDENTIALTHE INFORMATION CONTAINED INTHIS DRAWING IS THE SOLEPROPERTY OF CUSTOM WINDOWSYSTEMS, INC. ANYREPRODUCTION IN PART OR AS AWHOLE WITHOUT THE WRITTENPERMISSION OF CUSTOM WINDOWSYSTEMS, INC IS PROHIBITED.O6" MAX. (TYP.)9" MAX. O.C. (TYP.)6" MAX. (TYP.)9"MAX O.C.(TYP.)ANCHOR LAYOUT - (FLANGE)ANCHOR SCHEDULE &NOTESNOTES: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 6.4. 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 6.6. 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 TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQURE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE.7. A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3" 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 6. 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)INSTALLATIONANCHOR (TYP.)SEE NOTE 27/21/2020 8300 PVCPICTURE WINDOWIMPACTCWS-373 DADE05/05/07 SHEET DESCRIPTION: DRAWN BY: DATE: DWG #: REV.: SCALE:1:2SHEET6 OF 6LUCAS A. TURNER, P.E.FL PE # 582012428 Old Natchez Trc TrlCamden, TN 38320PH. 941-380-15741900 SW 44TH AVE.OCALA, FLORIDA 34474WWW.CWS.CCPROPRIETARY AND CONFIDENTIALTHE INFORMATION CONTAINED INTHIS DRAWING IS THE SOLEPROPERTY OF CUSTOM WINDOWSYSTEMS, INC. ANYREPRODUCTION IN PART OR AS AWHOLE WITHOUT THE WRITTENPERMISSION OF CUSTOM WINDOWSYSTEMS, INC IS PROHIBITED.VERTICAL SECTIONTYPICAL SILL ANCHORAGEA6B6HORIZONTAL SECTIONTYPICAL JAMB ANCHORAGEINSTALLATION DETAILSTYPICAL HEAD ANCHORAGEMIN. EMBEDMENTSEE TABLE 1MIN. EDGE DIST.SEE TABLE 1PERIMETER SEALANTBY INSTALLERINSIDE AND OUTPERIMETER SEALANTBY INSTALLERINSIDE AND OUTPERIMETER SEALANTBY INSTALLERINSIDE AND OUTSEALANT BEHINDFLANGE BY INSTALLERSEALANT BEHINDFLANGE BY INSTALLERSEALANT BEHINDFLANGE BY INSTALLERINSTALLATION ANCHORSEE TABLE 1INSTALLATION ANCHORSEE TABLE 1SUBSTRATE BY OTHERSSEE TABLE 1SUBSTRATE BY OTHERSSEE TABLE 1SUBSTRATE BY OTHERSSEE TABLE 1SUBSTRATE TYPEANCHOR TYPEMIN. EMBEDMENT MIN. EDGE DIST.CONCRETE (2.0 KSI MIN.)3/16" ITW TAPCON1-1/2"1-1/8"HOLLOW OR GROUT-FILLED CMU (117 PCF MIN.) 3/16" ITW TAPCON1"2"CONCRETE (2.85 KSI MIN.)3/16" ELCO ULTRACON1"1"GROUT-FILLED CMU (ASTM C-90)3/16" ELCO ULTRACON1-1/4"2-1/2"2X MIN. SOUTHERN PINE (G=0.55)3/16" ITW TAPCONOR ELCO ULTRACON1-3/8"7/8"2X MIN. SOUTHERN PINE (G=0.55)#10 WOOD SCREW1-3/8"7/8"16 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"1/8" ALUM. (6063-T5 MIN.) OR 1/8" STEEL (33 KSI MIN.)#10 GRADE 5 SELF-TAPPING / DRILLING SCREWFULL THREAD THRU 0.125"7/16"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.C6HORIZONTAL SECTIONBOX FRAME INSTALLATIONHEAD AND SILL SIMILAR FOR BOX INSTALLATIONMIN. EMBEDMENTSEE TABLE 1MIN. EDGE DIST.SEE TABLE 1SEALANT UNDER SCREWHEAD BY INSTALLERMIN. EMBEDMENTSEE TABLE 1MIN. EDGE DIST.SEE TABLE 11/4" MAX SHIM1/4" MAX SHIM1/4" MAX SHIM7/21/2020