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HomeMy WebLinkAboutstormstrong_series_6100_sh_17791-1_-__fl17791_r2_iiTABLE OF CONTENTS GENERAL NOTES & ELEVATIONS.....1 SECTION VIEWS & GLAZING..............2 EXTRUSIONS & B.O.M.........................3 ANCHOR SCHEDULE & NOTES..........4 INSTALLATION DETAIL.......................5 77 1/4" FLANGE HEIGHT SINGLE HUNG - LARGE MISSILE IMPACT 76" • MAX UNIT HEIGHT 37 1/4" MAX SASH HEIGHT B , LM- . 1-» X (SHOWN w/DIFFERENT OPTIONS) . A 5 54 3/8" FLANGE WIDTH 53 1/8" MAX UNIT WIDTH 49 1/16" GLASS DLO A 0 C - D---11 C - 47" GLASS DLO 49 15/16" MAX. SASH WIDTH MAX. UNIT SIZE . 0 11 . 53-1/8" x 76" ;1 34 5/16" B GLASS DLo 11 /-Et I'F A--4 345 16" DLO DESIGN PRESSURE RATI NG +/- 50 PSF GENERAL 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 HURRICANE ZONE (HVHZ) OR IN ASTM E 1996 WIND ZONE 4 AREAS. 2. GLAZING OPTIONS: (SEE SHEET 2) 3. CONFIGURATIONS: "0/X". 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. SMALL JOINT SEAM SEALANT USED AT FIXED MEETING RAIL AND JAMB. 8. SERIES / MODEL DESIGNATION SH-6100. 9. THE DESIGNATION X ANDO STAND FOR THE FOLLOW ING: X = OPERABLE SASH, 0 = FIXED SASH 10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. 11. EXTERNAL WEEP SLOT = 1/4 x 1-1/2" LOCATED 5" FROM BOTH ENDS. IMPACT RATI NG LARGE MISSILE IMPACT Lucas A. Turner 2016-01-11 16:00-05:00 (65=2=.kIBWINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 6100 PVC SINGLE HUNG IMPACT Z LU LO LO 0 LU Z 0 0- 0 CD LU n LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941 -380-1574 SHEET DESCRIPTION: GENERAL NOTES AND ELEVATIONS EMK DATE: -1 -1 CO CO <C Z LU 05/26/15 IL Z X LU 0 %! 0 @ 00 m<0 Z 0 ANORL VY 7- 4,0-4t<f]·50 E N 6.2...,Ez'$ No 58201 4-P % I - .- *.- -.5 -0 5 .OC'2 •. STAl E OF :*0# %........* set.=5/ SS 1/11/2015 DRAWN BY: DWG #: CWS-1068 SCALE: 1:20 REV.: CD B LU Z B SHEET 1 OF 5 00 Z 0 00 > ILI 1 1 1 1 8- 11 4 1/ \ j ZUUL_(C ---® 27 26 32 6 23 1820 17 24 -1. r---rrh /-™\ (ff) - 184=!! - - frinrU.Ij-1 SECTION A-A 7<f E {=s=,LILS# Ij INTERIOR NOTE: ITEMS NOT SHOWN FOR CLARITY: 38-41 35 INTERIOR SECTION B-B H 5* 5 mdpivt:* -- . 1'11-IV- * 4® NOTE: LEFT SIDE SHOWS FIXED SECTION VIEW, RIGHT SIDE SHOWS SASH SECTION VIEW. [l 1[ 1 P - 11:, ,F 3-Z-', AP VT- ,272JJnr--IJ lib , * 11 11 LJ Fl , H 'irip =43 f-:6 lp=--(32?31 71*=* 1-* -nm n *--lks-f' -1 .F Ini-lf--76 SECTION C-C ALTERNATE HD MEETING RAIL AND UNI-FRAME 7/8" OVERALL -. 1/8" ANNEALED .. 7/16" AIRSPACE .. 5/16" LAMINATED -. 1/8" ANNEALED -. .090" DUPONT PVB INTERLAYER -. 1/8" ANNEALED SI KAFLEX 552 OR PURFECT GLAZE "H" «i 4 E]_-5/8" GLASS BITE ») H-1-10«/ GLASS TYPE A 1:1 Fl 1[-1 H- IH 1* =: Jk*4!-h/1 101:1 -i f0.' 1. 37@, 1 0 SECTION D-D DEEP POCKET UNI-FRAME NOTES: - FIN FRAME AVAILABLE FOR BOTH UNI-FRAME AND STANDARD FRAME TYPES. - 880 BALANCERS AND DEEP POCKET UNI-FRAME (H-6193) REQUIRED FOR LARGER SASHES. (NOT SHOWN IN SECTION B-B) (65=2=.kIBWINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 6100 PVC SINGLE HUNG IMPACT Z LU LO CD B LU Z Z LU LO 0 IL Z X LU 0 %! 0 @ LU 00 Z 0 0- 0 CD LU n 009- p,412.6£:: OF 7-, 4/ _40 43> .:' f,10. E N ' ·. _656*&6,*. 4.-. -4 • No 58201 i '4; S 1*E -- Ems= -0: % -E©* S TA 1 E OF .**/4101'41 0 R, Of....... *SV . T-% 1/11/2015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941 -380-1574 SHEET DESCRIPTION: SECTION VIEWS AND GLAZING DETAIL DRAWN BY: DWG #: EMK CWS-1068 SCALE: 1:2 DATE: REV.: -1 -1 CO CO <C 05/26/15 B SHEET 2 OF 5 00 Z 0 00 > ILI ITEM 5 6 7 8 9 10 11 12 13 14 16 17 18 19 20 21 22 23 24 26 27 28 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 1 2 3 4 PART H-6125 H-6125 H-6126 H-6132 H-6136 H-6137 H-6138 5-6141 S-6142 5-6143 P-5085 P-5471 P-5392 P-5396 P-3515 P-4146 P-3028 5-2001 S-2006 5-2007 S-2008 S-2009 P-3783 P-3784 P-5420 P-3305 P-5425 P-5421 GLASS P-4638 P-3218 P-4754 P-3228 P-3029 P-3033 H-6157 H-6193 H-2115 5-6216 5-6217 DESCRIPTION HEAD, OUTERFRAME JAMBS, OUTERFRAME SILL, OUTERFRAME SASHSIDERAIL SASH BOTTOM RAI L FIXEDMEETINGRAIL. SASH TOP RAI L GLAZI NG BEAD SASH STOP SCREEN ADAPTOR WSTP, QLON BULB VI NYL WSTP, QLON BULB VINYL BALANCERS - CONSTANT FORCE RT 562 SASH TI LT LATCH PIVOT BAR #8 x 5/8 PHIL FLAT WHITE SMS #8 X 3/4 PHILFLATtek SETTI NG BLOCK INTERLOCK RAI L REI NF, SASH SI DE RAIL, HD REI NF, BOTTO M RAI L REINF, FMR REI NF, TOP RAI L IMPACT LOCKS IMPACTKEEPERS WEEP COVER HOTM ELT WSTP., .270 X 187, SOFTTOUCH FIN WSTP,.200 X 5/8" X 5/8" DUST PLUG HOLE PLUG SEE SHEET 2 #8 X 2-1/2 PHILTRUSS tek SCREEN FRAME SCREEN CORNER KEY SCREEN SP LI NE SCREEN LIFTS SCREENSPRINGS BALANCERS - CONSTANT FORCE RT 880 HD Fl XED MEETRI NG RAIL UNI-FRAME, 880 BALANCERS REINF, HD FMR UNI-FRAMESILLPOCKETINSERT UNI-FRAME SCREEN RETAINER LINE ITEMS NOT USED: 15,25,29-30 PVC PVC PVC PVC PVC PVC PVC PVC PVC PVC ALU M ALUM ALU M ALU M ALUM NYLON NYLON NYLON NYLO N STEEL ALU M NYLO N PVC PVC ALUM MATERIAL NYLON SS STEEL STEEL RUBBER SIUCONE PVC PVC VENDOR ATN ATN ATN ATN ATN ATN ATN ATN ATN ATN AMESBURY AMESBURY CALDW ELL CALDWELL CALDW ELL FASTENAL FASTENAL FRANK LOWE ASCEND ASCEND ASCEND ASCEND ASCEND LAWRENCE LAWRENCE M&M TRUSEAL ULTRAFAB ULTRAFAB FASTENAL FLA SCREEN FLA SCREEN DAPA SUMMIT FLA SCREEN VISION VISION KEYMARK VISION VISION 39 ,16" 39 15/16" 37/16" -11 /16" -L--r-- -- 1/16" Innr--Ci PVC FRAME HEAD & JAMB H-6125 5/16" -.050" PVC GLAZING BEAD S-6141 17/16" -17/16" - B 'rb PVC SIDE RAIL H-6132 -13/16" - 37/8" 1/IL- 111 31/2" 01 . n -1-@ 2 /8" - frni--C, PVC FRAME SILL H-6126 5/16" -- -13/8" -- 1-/ 1 . L-.074" . ® 17/16" -1/16" PVC SASH STOP S-6138 - 21/8" - - 1/16" PVC SASH BTM RAIL H-6136 -15/16" - 9/16" 9/16" --1 Lnr-L- 1/16"1/16" /16" REINF. BTM RAIL S-2007 23- 0 0 0 1"- 37/16" - 31-11 , - J === - PVC FRAME H-6193 NOTE: ALL EXTRUSIONS ARE ALUM. 6063-T6 UNLESS OTHERWISE NOTED. REINF. FMR S-2008 -113/16" -- 21/16" f - 1/16"11/8" PVC SILL POCKET INSERT S-6216 7/16" &12 1/16" PVC SCREEN RETAINER S-6217 - 1/16" 9/16" 9/16" 3/4" • . 3/4" 13/16" _ -13/16"- REINF. SSR HD S-2006 .. .050" INTERLOCK S-2001 5/8" -211- 1/16" 1- PVC SCREEN ADAPTOR S-6143 -17/16"- 1 7/8" ' 1-1/16" PVC SASH FMR H-6137 - - 13/16"- L 1/1 6" REINF. TOP RAIL S-2009 20 FRAME CORNER CONSTRUCTION CORNER WELD (ALL SIDES) 1:8 FIXED MEETING RAIL SCREWED TOGETHER WITH OUTERFRAME 1:8 111/16"-- FU 24 - 17/16" ' - -7/ - 1/16" PVC SASH TOP RAIL H-6138 -111/16"- - 1 5/16" 121/8 --*_145) 1/16" 1316" -1/16" REINF. HD FMR PVC HD FMR H-2115 H-61 57 6005A-T5 (65=2=.kIBWINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 6100 PVC SINGLE HUNG IMPACT Z LU -1 -1 CO CO <C LO CD B LU Z Z LU IL Z X LU 0 %! 0 @ LO 0 LU 00 Z 0 0- 0 CD LU n m<0 Z 01 p,SORL n, 7- 4,....... 0<„ 4: W...';,b E N *.*01'4% : 4: No 58201 : 9 S -:= *.- -.5 -0 5 .OC'2 •.* STAl E OF :*f 6*#'*fi OR 0 AC#.0 4; e 1/11/2015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941 -380-1574 SHEET DESCRIPTION: BOM AND EXTRUSIONS DRAWN BY: DWG #: EMK CWS-1068 SCALE: 1:2 DATE: REV.: 05/26/15 B SHEET 3 OF 5 00 Z 0 00 > ILI ANCHOR @ MIDPOINT 6" MAX. (TYP.) - -6" MAX. (TYP.) - .--111 14" MAX. O.C. (TYP.) 4" (TYP.) NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. -- L_- 0 X : F 111 ANCHOR LAYOUT - (FLANGE) [NO SILL ANCHORS REQUIRED] 111 r_ SEE NOTE 2 MTG RAIL - INSTALLATION ANCHORS (TYP.) 4" MAX. (TYP.) - 4" MAX. (TYP.) -1 8" MAX O.C. (TYP.) 4" THRU FRAME (TYP.) 1__ 111 8" MAX. O.C. (TYP.) 0 X Fr. ...'. ANCHOR LAYOUT - (FIN) [NOTE THRU FRAME ANCHORS] SEE NOTE 2 MTG RAIL INSTALLATION ANCHORS (TYP.) 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 1 X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. INSTALLATIONS INTO HOLLOW CMU REQU I RE THE USE OF 1 X W OO D 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 W IND LOADS TO THE STRUCTURE. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLEl, 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 W INDOWS), FMA/AAMA 200(FLANGE W INDOWS), FMA/WDMA 250(BOX W INDOWS), FMA/AAMA/WDMA 300(EXTERIOR DOORS) (65=2=.kIBWINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 6100 PVC SINGLE HUNG IMPACT Z LU Z LU 00 m<0 Z 0 ANORL VY 7- 4,0-4t<f]·50 E N 6.2...,Ez'$ No 58201 4-P % I - .- *.- -.5 -0 5 .OC'2 S 13 % STAl E OF i 4, C CO..4/2 VkCLOR»-0*.9:94:efc).4.X» 2 7-7- 1/11/2015 LO -1 -1 CO CO <C LU LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941 -380-1574 SHEET DESCRIPTION: ANCHOR SCHEDULE AND NOTES DRAWN BY:DATE: IL Z X LU 0 %! 0 @ Z 0 0- 0 CD LU n DWG #: EMK CWS-1068 SCALE: 1 :25 REV.: CD B LU Z 05/26/15 LO 0 B SHEET 4 OF 5 00 Z 0 00 > ILI SUBSTRATE BY OTHERS --SEE TABLE 1 PERIMETER SEALANT BYINSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLER INSTALLATION ANCHOR SEE TABLE 1 SEALANT BEHIND FLANGE BY INSTALLER PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SUBSTRATE BY OTHERS SEE TABLE 1 FRAME TYPE FLANGE FLANGE FLANGE FLANGE FLANGE FLANGE FLANGE FLANGE FIN L TYPICAL HEAD ANCHORAGE MIN. EDGE DIST. 1I t-Il i 11\\SEE TABLE 1 MIN. EMBEDMENT--4111«\SEE TABLE 1 0 E-IL iULLfrqW f u 1/4" MAX. SHIM 21 f 1" 1" 1-3/4" MIN. EMBEDMENT SEE TABLE 1 1/4" MAX. SHIM - 11==1; i .IlpINSTALLATION ANCHOR SEE TABLE 1 CONTINUOUS DBL 1/4" BEAD OF SEALANT AROUND PERIMETER @ ALL INDICATED POINTS BETWEEN FRAME ANID SUBSTRATE BY INSTALLER - SUBSTRATE TYPE /Ah VERTICAL SECTION *«/ TYPICAL SILL ANCHORAGE NO SILL ANCHORS REQUIRED 1/4" MAX. SHIM TABLE 1: APPROVED INSTALLATION FASTENERS CONCRETE (2.0 KSI MIN.) HOLLOW OR GROUT-FILLED CMU (117 PCF MIN.) CONCRETE (2.85 KSI MIN.) GROUT-FILLED CMU (ASTM C-90) 2X MIN. SOUTHERN PINE (G=0.55) 2X MIN. SOUTHERN PINE (G=0.55) 16 GAUGE (0.060") MIN. STEEL STUD (33 KSI YIELD MIN) 1/8" ALUM. (6063-T5 MIN.) OR 1/8" STEEL (33 KSI MIN.) 2XMIN. SOUTHERN PINE (G=0.55) NOTE: UNIF-FRAME OPTIONS NOT SHOWN. ANCHOR TYPE 3/16" IT\N TAPCON 3/16" IT\N TAPCON 3/16" E LCO ULTRACON 3/16" ELCO ULTRACON 3/16" IT\N TAPCON OR ELCO ULTRACON #10 WOOD SCREW #10-16 HILTI KWIK-FLEXOR ITW TEKS SELF-DRILLING SCREW #10 GRADE 5 SELF-TAPPING / DRILLING SCREW #10 WOOD SCREW ..SUBSTRATE BY OTHERS SEE TABLE 111- I ll 1 1 ,Iil MIN. EDGE DIST. lili SEE TABLE 1 L-PERIMETER SEALANT BY INSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLER «B" HORIZONTAL SECTION 4.Lj TYPICAL JAMB ANCHORAGE MIN. EMBEDMENT 1" 1 -3/8" 1 -3/8" FULL THREAD THRU 0.060" FULL THREAD THRU 0.125" 1 -1/2" MIN. EDGE DIST. 1 -1/8" 2" 1" 2-1/2" 7/8' 7/8" 7/16" 7/16" 1/2" MIN. EDGE DIST. - - SEE TABLE 1 1/4" MAX SHIM - - 0 <j » .0-11-1=El /1///i, /«D'\ HORIZONTAL SECTION SUBSTRATE BY OTH ERS SEE TABLE 1 MIN. EMBEDMENT SEE TABLE 1 PERIMETER SEALANT BY INSTALLER INSIDE AND OUT INSTALLATION ANCHOR SEE TABLE 1 SEALANT BEHIND FIN BY INSTALLER TYPICAL FIN ANCHORAGE HEAD AND SILL SIMILAR FOR FIN INSTALLATION NOTE: ADDTIONAL THRU-FRAME ANCHORS (AS SHOWN IN DET. 8/5) REQ'D AT MTG RAIL. SEE SHEET 4 ANCHOR LAYOUT. A//// PERIMETER SEALANT i lBY INSTALLER INSIDE AND OUT /«6»hj HORIZONTAL SECTION BOX FRAME INSTALLATION SIMILAR FOR HEAD AND SILL FOR BOX INSTALLATION FLANGE 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. (65=2=.kIBWINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 6100 PVC SINGLE HUNG IMPACT Z LU Z LU LU 00 Z 0 0- 0 CD LU n m<0 Z 0 ANORL VY 7- 4,0-4t<f]·50 E N 6.2...,Ez'$ No 58201 4-P % I - .- *.- -.5 -0 5 .OC'2 S 13 % STAl E OF i 4, C CO..4/2 VkCLOR»-0*.9:94:efc).4.X» 2 1/11/2015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941 -380-1574 SHEET DESCRIPTION: INSTALLATION DETAILS DRAWN BY: DWG #: EMK CWS-1068 SCALE: 1:2 DATE: REV.: LO -1 -1 CO CO <C CD B LU Z 05/26/15 LO 0 IL Z X LU 0 %! 0 @ B SHEET 5 OF 5 00 Z 0 00 > ILI