Loading...
HomeMy WebLinkAboutstormstrong_series_6200_hs_-xo6200 PVCHORIZ. SLIDERIMPACTCWS-1071-EMK05/27/15 SHEET DESCRIPTION: DRAWN BY: DATE: DWG #: REV.: SCALE:1:15SHEET1 OF 5 DATE: BY: DESCRIPTION: NO.:REVISIONSLUCAS A. TURNER, P.E.FL PE # 582011239 JABARA AVE.NORTH PORT, FL 34288PH. 941-380-15741900 SW 44TH AVE.OCALA, FLORIDA 34474WWW.CWS.CCX O74" MAX. UNIT WIDTH36"MAX. SASH WIDTH32 1/16"GLASS DLO55 1/16"GLASSDLO63"MAXUNITHEIGHT75 1/4" FLANGE WIDTH64 1/4"FLANGEHEIGHT58 7/8"MAXSASHHEIGHTGENERAL 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 VELOCITYHURRICANE ZONE (HVHZ) OR IN ASTM E 1996 WIND ZONE 4 AREAS.2. GLAZING OPTIONS: (SEE SHEET 2)3. CONFIGURATIONS: "OX" OR "XO".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 5 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 AND VENTS FULLY WELDED.8. SERIES / MODEL DESIGNATION HS-6200.9. 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 = 5/16" x 2-1/8" LOCATED 4-1/2" FROM BOTH ENDS. TABLE OF CONTENTSGENERAL NOTES & ELEVATIONS.....1SECTION VIEWS & GLAZING..............2 EXTRUSIONS & B.O.M.........................3ANCHOR SCHEDULE & NOTES..........4INSTALLATION DETAIL.......................5GENERAL NOTES ANDELEVATIONSHORIZONTAL SLIDER - LARGE MISSILE IMPACTMAX. UNIT SIZEDESIGN PRESSURE RATINGIMPACT RATING74" x 63" +/- 50 PSF LARGE MISSILE IMPACTAABBCCA5B5C5D56/8/2015 6200 PVCHORIZ. SLIDERIMPACTCWS-1071-EMK05/27/15 SHEET DESCRIPTION: DRAWN BY: DATE: DWG #: REV.: SCALE:1:2SHEET2 OF 5 DATE: BY: DESCRIPTION: NO.:REVISIONSLUCAS A. TURNER, P.E.FL PE # 582011239 JABARA AVE.NORTH PORT, FL 34288PH. 941-380-15741900 SW 44TH AVE.OCALA, FLORIDA 34474WWW.CWS.CCITEMS NOT SHOWN FOR CLARITY:7-8, 10, 12, 15-16 & 21SECTION VIEW A-ASECTION VIEW C-CALTERNATE FIN FRAMESECTION VIEW B-B44253333329262731231720661911112618111283524121314193422234181124323241136322522114323311921921INTERIORINTERIORSECTION VIEWS ANDGLAZING DETAIL36SIKAFLEX 552 ORPURFECT GLAZE "H"GLASS TYPE A1:15/8" GLASS BITE7/8" OVERALL1/8" ANNEALED7/16" AIRSPACE5/16" LAMINATED1/8" ANNEALED.090" DUPONT PVB INTERLAYER1/8" ANNEALED123424126/8/2015 6200 PVCHORIZ. SLIDERIMPACTCWS-1071-EMK05/27/15 SHEET DESCRIPTION: DRAWN BY: DATE: DWG #: REV.: SCALE:1:2SHEET3 OF 5 DATE: BY: DESCRIPTION: NO.:REVISIONSLUCAS A. TURNER, P.E.FL PE # 582011239 JABARA AVE.NORTH PORT, FL 34288PH. 941-380-15741900 SW 44TH AVE.OCALA, FLORIDA 34474WWW.CWS.CCCORNER WELDALL SIDES1:8CORNER CONSTRUCTIONPVC MAIN FRAME - H-6127PVC TOP/BTM RAIL - H-6140ROLLER TRACK - S-2030PVC INTERLOCK RAIL - H-61351 11/16"1 15/16"1/16"1231REINF. - S-20041 1/16"1 5/16"PVC GLAZING BEAD - S-614115/16"5/16".050"4 1/8"4 1/8"1/16"1 1/2"1 15/16"PVC DRAW RAIL - 61392 1/8"1 15/16"455/8"1 9/16"1/16"29REINF. - S-20441 5/16"1 1/16"INTERLOCK - S-20297/16"1 3/16"1/16"REINF. - S-2043REINF. - S-20051 5/16"1 1/16"301 1/16"1 5/16"1/16"1/16"31/16"331/16"261/16"32.093"2728ITEM PART DESCRIPTION MATERIAL VENDOR1 H-6127 MAIN FRAME PVC ATN2 H-6135 SASH INTERLOCK RAIL, INT. PANEL PVC ATN3 H-6139 SASH DRAW RAIL PVC ATN4 H-6140 SASH TOP/BTM/SIDE RAIL PVC ATN5 H-6140 SASH INTERLOCK RAIL, EXT. PANEL PVC ATN6 P-3028 SETTING BLOCK, 1/8" x 7/8" x 2" FRANK LOWE7 P-3029 SCREEN LIFT TABS STEEL SUMMIT8 P-3033 SCREEN SPRINGS STEEL FLA SCREEN9 P-3218 SCREEN FRAME ALUM FLA SCREEN10 P-3228 SCREEN SPLINE DAPA11 P-3305 WTSP., 0.187" x 0.270" SOFT FIN AMESBURY12 P-3511 #8-18 x 0.625" SQ PH TEK #2 POINT ZP STEEL FASTENAL13 P-3783 IMPACT SASH LOCK INTERLOCK14 P-3784 KEEPER INTERLOCK15 P-4146 #8-18 x 0.750" FH PH #2 POINT TEK ZP STEEL FASTENAL16 P-4754 SCREEN CORNER KEY NYLON FLA SCREEN17 P-5450 JUMBO WEEP COVER ASSY NYLON ASHLAND18 P-5421 0.625" HOLE PLUG NYLON HEYCO19 P-5423 #8-18 x 0.500" PN PH TEK #2 POINT ZP STEEL FASTENAL20 P-5428 ROLLER ASSY AMESBURY21 P-5429 EXTERIOR TRACK FILLER INSERT PVC TEAM PLASTICS22 P-5430 FIXED PANEL LOCK BRACKET NYLON M&M23 P-5436 JAMB BUMPER RUBBER MINOR RUBBER24 P-5451 T BLOCK NYLON25 P-5448 #8 x 1.50" PN PH #2 POINT TEK ZP STEEL FASTENAL26 S-2004 REINF., SIDE RAIL ALUM ASCEND27 S-2005 REINF., MEETING RAIL, INT. PANEL ALUM ASCEND28 S-2029 INTERLOCK ADAPTOR ALUM ASCEND29 S-2030 ROLLER TRACK ALUM ASCEND31 S-2043 REINF., MEETING RAIL, EXT. PANEL ALUM KEYMARK32 S-2044 REINF., TOP/BOTTOM RAIL ALUM ASCEND33 S-6141 0.875" GLAZING BEAD PVC ATN34 GLASS SEE SHEET 235 DOW CORNING 1199 SILICONE36 PURFECT GLAZE "H", SIKAFLEX 552 SILICONE HENKEL / SIKAPARTS LIST1"EXT. REINF. - S-20113/8"7/8"37PVC COVER - P-5400391/16"7/16"1"NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED.BOM AND EXTRUSIONSFIXED PANEL LOCK BRACKETP-5430FIXED PANEL "T" BLOCKP-54512 5/16"1 1/4"1 9/16"4"247/8"1 9/16"1 1/16"22LINE ITEMS NOT USED:306/8/2015 6200 PVCHORIZ. SLIDERIMPACTCWS-1071-EMK05/27/15 SHEET DESCRIPTION: DRAWN BY: DATE: DWG #: REV.: SCALE:1:20SHEET4 OF 5 DATE: BY: DESCRIPTION: NO.:REVISIONSLUCAS A. TURNER, P.E.FL PE # 582011239 JABARA AVE.NORTH PORT, FL 34288PH. 941-380-15741900 SW 44TH AVE.OCALA, FLORIDA 34474WWW.CWS.CCANCHOR LAYOUT - (FLANGE)ANCHOR LAYOUT - (FIN)[NOTE THRU-FRAME ANCHORS @ MTG RAIL]X OX O6" MAX. (TYP.)6" MAX. (TYP.)4" MAX. (TYP.)8" MAX O.C. (TYP.)4" MAX. (TYP.)8"MAX. O.C.(TYP.)18"MAX. O.C.(TYP.)4" THRU FRAME ANCHOR (TYP.)4" (TYP.)LCSEE NOTE 2SEE NOTE 2INSTALLATIONANCHOR (TYP.)INSTALLATIONANCHOR (TYP.)LCANCHOR 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 5.4. 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 5.6. 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 5. 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)4" (TYP.)6/8/2015 6200 PVCHORIZ. SLIDERIMPACTCWS-1071-EMK05/27/15 SHEET DESCRIPTION: DRAWN BY: DATE: DWG #: REV.: SCALE:1:2SHEET5 OF 5 DATE: BY: DESCRIPTION: NO.:REVISIONSLUCAS A. TURNER, P.E.FL PE # 582011239 JABARA AVE.NORTH PORT, FL 34288PH. 941-380-15741900 SW 44TH AVE.OCALA, FLORIDA 34474WWW.CWS.CCVERTICAL SECTIONTYPICAL SILL ANCHORAGEA5B5HORIZONTAL SECTIONTYPICAL JAMB ANCHORAGEINSTALLATION DETAILSTYPICAL HEAD ANCHORAGEC5HORIZONTAL SECTIONTYPICAL FIN ANCHORAGEHEAD AND SILL SIMILAR FOR FIN INSTALLATIONFRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN. EMBEDMENT MIN. EDGE DIST.FLANGE CONCRETE (2.0 KSI MIN.) 3/16" ITW TAPCON 1" 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) #10 WOOD SCREW 1-1/2" 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.D5HORIZONTAL SECTIONBOX FRAME INSTALLATIONSIMILAR FOR HEAD AND SILL 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. SHIMNOTE: ADDITIONAL THRU-FRAME ANCHORS(AS SHOWN IN DET. A/5) REQ'D AT MTG RAIL,SEE SHEET 4 ANCHOR LAYOUT.6/8/2015