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Home My WebLink AboutAPPROVED CWS-FL16736-8200 HZ_SLDCWS-869DTEF10/11/138200 PVCHORZ. SLIDERIMPACT 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.XOXB6A624 5/8"GLASS DLO49 15/16"GLASS DLO58 13/16"GLASSDLO56 1/4"GLASSDLO59 9/16"MAX.SASHHEIGHT63"MAX.UNITHEIGHT64 1/4"MAX.OVERALLFLANGEHEIGHT111" MAX. UNIT WIDTH112 1/4" MAX. OVERALL FLANGE WIDTH 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 HURRICANE 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 2)3. CONFIGURATIONS: "OX", "XO".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. THE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFT UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT, BUT MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND FLYING DEBRIS.7. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT USED AT FIXED MEETING RAIL AND HEAD/SILL.8. SERIES / MODEL DESIGNATION HS-8200.9. THE DESIGNATION X AND O STAND FOR THE FOLLOWING: X = OPERABLE SASH, O = FIXED SASH10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION.11. EXTERNAL WEEP SLOT = 1/4" x 1" LOCATED 4" FROM BOTH ENDS. TABLE OF CONTENTSGENERAL NOTES & ELEVATIONS...........1GLAZING DETAILS.....................................2SECTION VIEWS & GLAZING DETAILS....3EXTRUSIONS & B.O.M...............................4ANCHOR SCHEDULE & NOTES................5INSTALLATION DETAILS...........................6HORIZONTAL SLIDER - LARGE MISSILE IMPACTMAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING111" x 63" +/- 60 PSF LARGE MISSILE IMPACT27 15/16"MAX. SASH WIDTHAABBCCC6D6DD8/05/2020 CWS-869DTEF10/11/138200 PVCHORZ. SLIDERIMPACT 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.PURFECT GLAZE "H"SIKAFLEX 552GLASS TYPE BSASH GLASSGLASS TYPE AFIXED GLASS2929PURFECT GLAZE "H"SIKAFLEX 552GLAZING DETAILS30*30*111111416QUANEX DURASEAL or,CARDINAL XL EDGE or,KODISPACE 4SG TPSI.G. SPACERQUANEX DURASEAL or,CARDINAL XL EDGE or,KODISPACE 4SG TPSI.G. SPACER* SETTING BLOCKS PER FBC 2411.3.3.17/8" OVERALL3/16" ANNEALED OR TEMPERED1/4" AIR SPACE7/16" LAMI3/16" ANNEALED.090 SENTRY GLASS IONOPLAST INTERLAYER3/16" ANNEALED1/2" GLASS BITE7/8" OVERALL1/8" ANNEALED OR TEMPERED3/8" AIR SPACE1/8" ANNEALED.090 PVB INTERLAYER1/8" ANNEALED5/16" LAMI1/2" GLASS BITE8/05/2020 CWS-869DTEF10/11/138200 PVCHORZ. SLIDERIMPACT SHEET DESCRIPTION: DRAWN BY: DATE: DWG #: REV.: SCALE:1:2SHEET3 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.SECTION VIEW B-B1221719 or 492185618SECTION VIEW A-A11INTERIOR182816141431-3710911464518431150SECTION VIEW C-CALTERNATE FIN FRAMEXHEAD IMPACT HOOK ANDJAMB IMPACT HOOK/ROTARY LOCK LOCATIONS1:20HEAD IMPACT HOOK (TYP.)MIDSPAN OF SASHES(ITEMS 44 & 46)4047726271644282313121520INTERIORSECTION VIEWSSECTION VIEW D-DJAMB ROTARY LOCKS23242522JAMB ROTARY LOCKS:- MAY BE SUBSTITUTED FOR JAMB IMPACT LOCKS ON FLANGE UNITS.- REQUIRED ON FIN UNITS.424345JAMB IMPACT HOOKS (ITEM 42)OR ROTARY LOCKS (ITEM 23)LOCATED AT THIRD POINTS.NOTES: - EITHER IMPACT HOOKS OR ROTARY LOCKS MUST BE USED IN BOTH JAMBS OF FLANGE UNITS. - ONLY ROTARY LOCKS MUST BE USED IN BOTH JAMBS OF FIN UNITS.8/05/2020 CWS-869DTEF10/11/138200 PVCHORZ. SLIDERIMPACT SHEET DESCRIPTION: DRAWN BY: DATE: DWG #: REV.: SCALE:4:1SHEET4 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.LINE ITEMS NOT USED:4, 38-392CORNER WELD(ALL SIDES)1:8CORNER CONSTRUCTIONFIXED MEETING RAIL SCREWED TOGETHER WITH OUTERFRAME1:856147131214BOM AND EXTRUSIONSNOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED.71 1/4"7/16"7/8"9/16"17GLAZE BEAD - 1112ROLLER TRACK - 17761/16"431/16"1615891146PLAN VIEW-1999HEAD IMPACT HOOK - 19996"O3/16"7/8"1 5/16"1/16"44PLAN VIEW-2000PANEL IMPACT CATCH - 20006"O3/16"5/8"5/8"1/16"23ALUM SASH IMPACT HOOK - 15777/8"1 5/16"1/16"PLAN VIEW - 15776"42O3/16"ITEM PART # DESCRIPTIONMATERIAL1H-6222Main Frame, SH/HS, Flange, PVC PVC2H-2122Fixed Rail, Heavy Duty, Aluminum Alum3S-6229Cover, HD Fixed Rail, PVCPVC5P-4638#8 x 2 1/2" Ph Mod Truss Type A TEK2Steel6P-3342Seam Sealer, SM-5504 Silicone7S-1776Roller Track Alum8S-6226Screen Adapter, Jamb, PVC PVC9S-6227Screen Adapter, Head & Sill, PVC PVC10 P-4479 Weep Cover w/ Flap Nylon11 S-6237 Glazing Bead PVC12 H-6224 Sash Meeting Rail, PVC PVC13 H-6223 Sash Pull Rail, PVC PVC14 H-6225 Sash Top/Bot. Rail, PVC PVC15 H-2124 Reinf. Sash Meet. Rail Alum16 S-2129 Reinforcement, Sash, Side Rail Alum17 H-2123 Reinforcement, Sash Pull Rail Alum18 P-3429 Wstp., 0.270 x .187 back FinSeal, Gray19 P-3783 Lock, Impact, PVC20 P-4051 #8 x 1 1/4" Ph Flat Tek, Wht. Steel21 P-4069 Keeper, Impact, PVC22 P-3539 #8 x 3/4" Square PH Tek, Wht. Steel23 P-4958 Rotary Lock24 P-4633 8-32 x 1/2" Barrel Fastener25 P-4952 Keeper, Rotary Lock26 P-4779 Roller, Tandem Nylon27 P-3541 #8 x 1/2" Quad PH TEK 2 Zinc Steel28 GLASS SEE SHEET 2 GLASS29 Purfect Glaze "H" or Sikaflex 552 Silicone30 P-5582Set. Blk., 85 Dur., 1/8" x 7/8" x1.5" Lg.Rubber31 P-3218 Screen Frame RollForm32 P-4754 Screen Corner Key Nylon33 P-4755 Screen Corner Key w/Safety Tab Nylon34 P-3029 Screen Pull tab35 P-3033 Screen Spring SS36 P-3228 Screen Spline37 P-4772 Screen Cloth, Fiberglass41 P-5588 Cap Plug, 1/2" Hole Nylon42 S-1577 Impact Hook, Frame, Jamb Alum43 S-1112 Reinforcement, Head, Jamb Alum44 S-2000 Impact Channel, Sash Alum45 P-3748 #6 X 5/8 Ph FH TEK, Zinc, Painted Steel46 S-1999 Impact Hook, Frame, Head Alum47 H-6231 Main Frame, SH/HS, Fin, PVC PVC50 P-4730 #8 x 1/2" Ph Mod Truss TEK SteelPARTS LISTREINF.H-21231 3/16"1 5/8"1/16"3/4"15/16"1/16"PVC FRAMEFIN/FLANGEH-6231PVC SASH PULLRAIL/STILE H-6223PVC SASH MTGRAILH-6224PVC FRAMEFLANGEH-6222PVC SASHRAIL/STILEH-62253 1/8"3 9/16"1/16"1 15/16"1 5/8"1/16"2 3/16"1 5/8"1/16"3 1/8"2 3/4"1/16"PVC SCREENSUPPORTS-6227PVC SCREENCATCHS-6226HD MTGRAILH-2122PVC HD MTG RAILCOVERS-6229PVC GLAZINGBEADS-6237REINF.S-2129REINF. SASH MTGRAILH-21241 1/16"1/4"1/16"1 1/16"7/16"1/16"3 1/8"2 1/8"1/8"1"5/8"1/16"5/8"5/16"7/8"2 3/8"1 1/8"1/16"8/05/2020 CWS-869DTEF10/11/138200 PVCHORZ. SLIDERIMPACT SHEET DESCRIPTION: DRAWN BY: DATE: DWG #: REV.: SCALE:1:25SHEET5 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.ANCHOR LAYOUT - (FLANGE)ANCHOR LAYOUT - (FIN)XOXXOX6" MAX. (TYP.)17"MAX. O.C.(TYP.)6" MAX. (TYP.)16 1/4"MAX. O.C.(TYP.)4" MAX. (TYP.)4" MAX. (TYP.)8"MAX. O.C.(TYP.)8" MAX. O.C. (TYP.)3" (TYP.)3" (TYP.)LCLCINSTALLATIONANCHOR (TYP.)SEE NOTE 2ANCHOR SCHEDULE ANDNOTESNOTES:1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. 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)8/05/2020 CWS-869DTEF10/11/138200 PVCHORZ. SLIDERIMPACT 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 ANCHORAGEC6HORIZONTAL SECTIONTYPICAL FIN ANCHORAGEHEAD AND SILL SIMILAR FOR FIN INSTALLATIONFRAME TYPE SUBSTRATE TYPEANCHOR TYPEMIN. EMBEDMENT MIN. EDGE DIST.FLANGE CONCRETE (2.0 KSI MIN.)3/16" ITW TAPCON1-1/2"1-1/8"FLANGE HOLLOW OR GROUT-FILLED CMU (117 PCF MIN.) 3/16" ITW TAPCON1"2"FLANGE CONCRETE (2.85 KSI MIN.)3/16" ELCO ULTRACON1"1"FLANGE GROUT-FILLED CMU (ASTM C-90)3/16" ELCO ULTRACON1-1/4"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 SCREW1-3/8"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"FIN2X MIN. SOUTHERN PINE (G=0.55)#8 WOOD SCREW1-1/2"1/2"TABLE 1: APPROVED INSTALLATION FASTENERSMIN. 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 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 1FLANGE 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.D6HORIZONTAL SECTIONBOX FRAME INSTALLATIONHEAD AND SILL SIMILAR FOR BOX INSTALLATIONMIN. EMBEDMENTSEE TABLE 1MIN. EDGE DIST.SEE TABLE 11/4" MAX SHIM1/4" MAX SHIM1/4" MAX SHIM1/4" MAX SHIM8/05/2020