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Home My WebLink AboutAPPROVED windpact_plus_series_8100_sh_impact_large_missle_5823-1_-_fl5823_r7_ii_cws-155c_-sh-8100__impact-min77 1/4" MAX. OVERALL FLANGE HEIGHT . 76" MAX. UNIT HEIGHT 375/16" 1 MAX. SASH HEIGHT . L TABLE OF CONTENTS 54 3/8" OVERALL FLANGE WIDTH 53 1/8" MAX. UNIT WIDTH 48 15/16" GLASS DLO ec --1 X 0 C -*-1 46 3/8" GLASS DLO 49 11/16" MAX. SASH WIDTH GENERAL NOTES & ELEVATIONS.....1 GLAZING DETAII R P SECTION VIEWS & ALT. FRAME........3 EXTRUSIONS & B.O.M.........................4 ANCHOR SCHEDULE & NOTES..........5 INSTALLATION DETAILS.....................6 . . (SHOWN w/DIFFERENT OPTIONS) SINGLE HUNG - LARGE MISSILE IMPACT 33 15/16" GLASS DLO 34 GLASS DLO LOCATION NON-HVHZ HVHZ NON-HVHZ HVHZ 63 1/4" OVERALL FLANGE HEIGHT 62" MAX UNIT HEIGHT 30 5/16" MAX SASH HEIGHT B . 373/47 OVERALL FLANGE WIDTH 36" - MAX UNIT WIDTH 31 13/16" GLASS DLO A-*-1 X 0 1, 0 --- -HIL A --_J - 28" - GLASS DLO - 31 5/16' - MAX SASH WIDTH MAX. UNIT SIZE 53-1/8" x 76" 36" x 62" T.B GLASS DLO 27 GLASS 1 DLO DESIGN PRESSURE RATI NG +/- 65 PSF +/- 67.5 PSF +65 / -75 PSF +67.5 / -75 PSF GENERAL 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: "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 6 FOR ANCHOR DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 6. PRODUCT APPROVED FOR IMPACT RESISTANCE. THE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFT UNLATCHED DURING NORMAL OPERATION 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 JAMB. 8. SERIES / MODEL DESIGNATION SH-8100. 9. THE DESIGNATION X AND O STAND FOR THE FOLLOWING: X = OPERABLE SASH, 0 = FIXED SASH 10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. 11. EXTERNAL WEEP SLOT = 1/4" x 1-1/4" LOCATED 4" FROM BOTH ENDS. 12. SWEEP LOCKS INSTALLED ON WINDOWS OVER 36" x 62". IMPACT RATING LARGE MISSILE IMPACT Lucas A. Turner 2015-04-09 12:43-04:00 C=**8'EBWINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8100 PVC SINGLE HUNG IMPACT LO 0 Z LU 0 CO LL CL 8 <C 2 D 0 0 1-L LU 0 IL 0 0 CL 8 <C 2 D 0 LU 0 0 CO IL CL 8 <C 2 D 0/ AND RE K, 7., 4, *f «>:27&'2·..46 *b 319/ '..e...3-100 -, : No 58201 :2 5 :*E - - 11:Ex:•. STAl E OF :*f A ..5 -0% <O ..6 0 R to /-* 4- 94,/0 NAL St," 4/9/2015 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 DRAWN BY: ADE CWS-155 DATE: REV.: 06/10/08 0 Z Z 0 0- 0 CO LU n LU n DWG #: SCALE: 1:1 C SHEET 1 OF 6 00 Z 0 00 5 LLI - I-. I-. -r p I-. GLASS TYPE A FIXED LITE . -5- . 7/8" OVERALL INSULATED GLASS 1/8" ANNEALED 7/16" AIRSPACE 5/16" LAMINATED GLASS 1/8" ANNEALED .090" PVB INTERLAYER BY DUPONT 1/8" ANNEALED DURASEAL BY TRUSEAL @ PURFECT GLAZE "H" OR SIKAFLEX 552 1/2" GLASS BITE 7/8" OVERALL INSULATED GLASS 1/8" TEMPERED 7/16" AIRSPACE 5/16" LAMINATED GLASS 1/8" ANNEALED .090" PVB INTERLAYER BY DUPONT 1/8" ANNEALED DURASEAL BY TRUSEAL @ PURFECT GLAZE "H" OR SIKAFLEX 552 -===='. P 12 GLASS TYPE B FIXED LITE 1/2" GLASS BITE -. .. .. -. -. -9- /-2 7/8" OVERALL INSULATED GLASS 1/8" ANNEALED 7/16" AIRSPACE 5/16" LAMINATED GLASS 1/8" ANNEALED .090" PVB INTERLAYER BY DUPONT - 1/8" ANNEALED DURASEAL BY TRUSEAL @) PURFECT GLAZE "H" OR SIKAFLEX 552 1/2" GLASS BITE GLASS TYPE A SASH LITE • 7/8" OVERALL INSULATED GLASS -. 1/8" TEMPERED .. 7/16" AIRSPACE .. 5/16" LAMINATED GLASS -. 1/8" ANNEALED -. .090" PVB INTERLAYER BY DUPONT - - 1/8" ANNEALED DURASEAL BY TRUSEAL @ PURFECT GLAZE "H" OR SIKAFLEX 552 1- 1 1/2" GLASS BITE [1--Lrtll.8 GLASS TYPE B SASH LITE C=**8.kE'WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8100 PVC SINGLE HUNG IMPACT LO 0 Z LU 0 CO LL CL 8 <C 2 D 0 0 1-L LU 0 IL 0 0 CL 8 <C 2 D 0 LU 0 0 CO IL CL 8 <C 2 D *f *P.·' TOE N Si, ·::6 -/18 ..:f. 0 -, : No 58201 :2 5 :*E - 5 -0 5 :'»: % 13 : STAl E OF i 4/ c . 0::40'2 "' <9/ ONA 15r. 4 4/9/2015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 0 Z Z 0 0- 0 CO LU n LU n SHEET DESCRIPTION: GLAZING DETAILS DRAWN BY: DWG #: ADE CWS-155 SCALE: 1:1 DATE: REV.: 06/10/08 C SHEET 2 OF 6 00 Z 0 00 5 LLI .. . .. . 1 0 OL_JES- =1j #C=» gi. i * . 0 ) 30 : ..* 9<@ @ .n Fli'® *hf* {»==!Ln==6=21 SECTION VIEW A-A NO SWEEP LOCKS ALLOWED FOR UNITS 36" x 62" AND UNDER. ITEMS NOT SHOWN FOR CLARITY: 22,27-28,33-37,43-45 8 INTERIOR ,-ILL J 1521 152=25 ALTERNATE FIN FRAME If]) It 11 1 15118 * S INTERIOR f ft/2 ti ® SECTION VIEW B-B NOTE: LEFT SIDE SHOWS FIXED SECTION VIEW, RIGHT SIDE SHOWS SASH SECTION VIEW. - 1 -----(14 1% .Tic//151...1=6 ]11 SECTION VIEW C-C SWEEP LOCK REQUIRED FOR SIZES OVER 36" x 62". C=**8'EBWINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8100 PVC SINGLE HUNG IMPACT LO 0 Z LU 0 CO LL CL 8 <C 2 D 0 0 1-L LU 0 IL 0 0 CL 8 <C 2 D 0 LU 0 0 CO IL CL 8 <C 2 D LU n -2_ A?.5'ijk ,>, 4;> *:5.:52> E N 22.19% 6. S -'..' No 58201 i S S *:A.5*E - 5 -0 5 :'»:53,·. STAi e op /4>c:40'2 5##*4.9,8.\%i)3> 0. ",0,28/Ni/ 4/9/2015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: SECTION VIEWS DRAWN BY: ADE CWS-155 DATE: REV.: 06/10/08 Z 0 0- 0 CO LU n 0 Z DWG #: SCALE: 1:2 C SHEET 3 OF 6 00 Z 0 00 5 LLI ITEM 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 PART# H-6031 H-6031 H-6031 H-1836 S-6063 H-6027 H-1497 H-6028 H-1699 H-6004 S-1498 S-6064 P-3118 P-3541 P-4632 P-4633 Sash Fixed P-3429 P-4638 S-6014 S-6013 P-4051 P-3748 P-3783 P-4069 P-4264 P-3218 P-3321 P-3228 P-3581 P-3033 P-3029 P-3352 P-3768 P-4479 P-3113 P-6025 P-3059 P-3295 P-3342 P-3752 H-6048 P-4959 PARTS LIST DESCRIPTION Frame Head, Fig, Single Hung Frame Sill, Fig, Single Hung Frame Jamb, Fig, Single Hung Alum. Fixed Meet. Rail Fixed Rail Cover Sash Top Rail Reinforcement for STR Sash Bottom Rail Reinforcement for SBR Sash Side Rail Reinforcement for SSR Glazing Bead Keeper, Sweep Lock #8 x 1/2", Pan Head, Tek Sweep Lock Barrel Fastener Block & Tackle Balance Purfect Glaze "H" or Sikaflex 552 SEE SHEET 2 SEE SHEET 2 Wstp., 0.270 x 0.187 back FinSeal #8 x 2-1/2 PH Mod. Truss, Type A, TEK #10 x 1 1/2" Panhead SMS Flat Washer Screen Catch Screen Support #8 x 1 1/4" Ph Fh TEK, Wht. #6 x 0.625" Quad Fh TEK, Wht. Impact, Lock Impact, Keeper #8 x 3/4 FH PH w/#6 Head, TEK, Wht Screen Frame Screen Corner Key Screen Spline Screen Cloth Screen Spring Screen Pull Tab Set. Blk. 1/8" x 5/8" x 2" #8 x 5/8 Phil Pan Zinc Weepcover Screw Support Sash Stop Sash Cam Take Out Clip Seam Sealer Hole Plug Frame Head, FIN, Single Hung Wstp., 0.420 x 0.187 back MATERIAL PVC PVC PVC ALUMINUM PVC PVC ALUMINUM PVC ALUMINUM PVC ALUMINUM PVC ZINC STEEL ZINC STEEL STEEL SILICONE GLASS GLASS NYLON STEEL STEEL STEEL PVC PVC ZINC ZINC STEEL STEEL STEEL ALUMINUM PLASTIC RUBBER VINYL STEEL STEEL RUBBER ZINC PLASTIC RUBBER PVC PLASTIC STEEL SILICONE PLASTIC PVC NYLON VENDOR MIKRON MIKRON MIKRON KEYMARK MIKRON MIKRON KEYMARK MIKRON KEYMARK MIKRON KEYMARK MIKRON SULLIVAN FASTENAL SULLIVAN FASTENAL CALDWELL HENKEL/SIKA CARDINAL CARDINAL ULTRAFAB FASTENAL FASTENAL FASTENAL MIKRON MIKRON FASTENAL FASTENAL INTERLOCK INTERLOCK FASTENAL ALLMETAL M&M DAPA WIER HURLEY HURLEY FRANK LOW E FASTENAL M&M TEAM MIKRON M&M SUMMIT SCHNEE M&M MIKRON ULTRAFAB 211/16" 39 NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. 216" j 31/8" \1 JL__31 1521 l52=5 ]11 . PVC FRAME FLANGE-6031 31/8" • 7/8" J - 15-21 15-23 PVC FRAME FIN-6048 - 15/16" i jj--* -1/16" PVC SASH STOP - 6025 3/4" 1• • 3/16" 11 1 1- b . 1/16" REINF. S.B.R./S.S.R. - 1498 1 2 3 1/16" 1/16" 15/8" -115/16" il--1 -D 1/16" PVC SASH BTM. RAIL-6028 13/16" 15/8" 1/16" PVC SASH SIDE RAIL-6004 1/2" -11- 11/8" -It " u--* --1/16" PVC SCREEN CATCH - 6013 3/4" - 15/16" L_ ----1 ir»« REINF. BTM RAIL-1699 1 - 23/16" - 1 18" 'L='- Fl 1/2" -11-® 21|/8" 9#Lii 1/16" 114 FIXED RAIL - 1836 9/16" 15/16" 1-0 PVC FIXED RAIL COVER - 6063 5/8" -----{ 1" 1/16" REINF. TOP RAIL-1497 1/2" 3/16" PVC SASH TOP RAIL-6027 5 045" .. FRAME CORNER CONSTRUCTION 4 CORNER WELD (ALL SIDES) 1:8 FIXED MEETING RAIL SCREWED TOGETHER WITH OUTERFRAME 1:8 1- 11/8" -5/16" 7 | <% 1 u'25 -f L 1/1 6" PVC SCREEN SUPPORT - 6014 1 Ir-«12 7/8" PVC GLAZING BEAD-6064 3, .1 SCREW SUPPORT-3113 C=**8'EBWINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8100 PVC SINGLE HUNG IMPACT LO 0 Z LU 0 CO LL CL 8 <C 2 D 0 0 1-L LU 0 IL 0 0 CL 8 <C 2 D 0 LU 0 0 CO IL CL 8 <C 2 D LU n 1, FAD RE K, 44, . p. S 4/ No 58201 : 9 5*E - - 11:Ex:•. S TA 1 E O F :*f S W.. » ,..5 e16 <0 -4 0 R ir' ·:.'.P ': 94,/ONAL St," JES 4/9/2015 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 #: ADE CWS-155 SCALE: 1:2 DATE: REV.: 06/10/08 C SHEET 4 OF 6 0 Z Z 0 0- 0 CO LU n 00 Z 0 00 5 LLI .. 15" MAX. O.C. (TYP.) 6" MAX. (TYP.) 6' MAX. (TYP.) - 14" MAX. O.C. (TYP.) . . 4" (TYP.) _ _ 4" (TYP.) L .. 1 0 X 0 ANCHOR LAYOUT - (FLANGE) SIZES OVER 36" x 62" 4" MAX. (TYP.) 4" MAX. (TYP.) 8" MAX. O.C. (TYP.) MTG RAIL 1 'i 0 L.JL-/< X 8" MAX. O.C. (TYP.) 0 -IL--11l, ANCHOR LAYOUT - (FIN) SIZES OVER 36" x 62" NOTES: 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 1, ANCHOR AT MIDSPAN (TYP.) 6" MAX. (TYP.)6"MAX. (TYP.) -- " 1013/16" MAX. O.C. (TYP.) 4" (TYP.) T . L_ X lil 0 -- ANCHOR LAYOUT - (FLANGE) SIZES 36" x 62" AND UNDER 4" MAX. (TYP.) 4" MAX. (TYP.)j MAX. O.C. (TYP.) MTG RAIL 8" MAX. O.C. (TYP.) 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. 0 X 0 ANCHOR LAYOUT - (FIN) SIZES 36" x 62" AND UNDER 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. 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 REQU IRE 1 X WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQU I R E TH E USE OF 1 X 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 TABLEl, 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) C=**8'EBWINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8100 PVC SINGLE HUNG IMPACT LO 0 Z LU 0 CO LL CL 8 <C 2 D 0 0 1-L LU 0 IL 0 0 CL 8 <C 2 D 0 LU 0 0 CO IL CL 8 <C 2 D LU n -2_ A?.5'ijk ,>, 4;> *:5.:52> E N 22.19% 6. S -'..' No 58201 i S S *:A.5*E - 5 -0 5 :'»:53,·. STAi e op /4>c:40'2 5##*4.9,8.\%i)3> 0. ",0,28/Ni/ ;fs- 4/9/2015 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: ADE 1 :25 DATE: 06/10/08 0 Z DWG #: CWS-155 SCALE: REV.: C SHEET 5 OF 6 Z 0 0- 0 CO LU n 00 Z 0 00 5 LLI 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 BYINSTALLER INSIDE AND OUT SUBSTRATE BY OTHERS SEE TABLE 1 FRAME TYPE FLANGE FLANGE FLANGE FLANGE FLANGE FLANGE FLANGE FLANGE FIN TYPICAL HEAD ANCHORAGE .. lllilll CJOI__J2.5llIBS a 1 -11-6- i SUBSTRATE TYPE i I\\j/ //i 11 /«Sh VERTICAL SECTION 1«./ TYPICAL SILL ANCHORAGE 1 MIN. EDGE DIST. SEE TABLE 1 ! MIN. EMBEDMENT SEE TABLE 1 1/4" MAX. SHIM - 1/4" MAX. SHIM f f MIN. EMBEDMENT SEE TABLE 1 MIN. EDGE DIST. SEE TABLE 1 MIN. EMBEDMENT • • SEE TABLE 1 -SUBSTRATE BY OTHERS 1/4" MAX. SHIM - - SEE TABLE 1 MIN. EDGE DIST. SEE TABLE 1 '<| 1 MINEDGEDJST.1/4" MAX. SHIM SEE TABLE 1-j--« 1 be=*7; 11 ». Lul PERIMETER SEALANT ::BYINSTALLER INSIDE AND OUT INSTALLATION ANCHOR SEE TABLE 1 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) 2XMIN. 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.) 2X MIN. SOUTHERN PINE (G=0.55) ANCHOR TYPE 3/16" ITW TAPCON 3/16" ITW TAPCON 3/16" ELCO ULTRACON 3/16" ELCO ULTRACON 3/16" ITW TAPCON OR ELCO ULTRACON #10 WOOD SCREW #10-16 HILTI KWIK-FLEXOR ITW TEKS SELF-DRILLING SCREW #10 GRADE 5 SELF-TAPPING / DRILLING SCREW #8 WOOD SCREW SEALANT BEHIND FLANGE BY INSTALLER ««i HORIZONTAL SECTION itj TYPICAL JAMB ANCHORAGE MIN. EMBEDMENT 1-1/2" 1" 1" 1-1/4" 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" 7/16" - 4///1 1 Wd =... , .. 4. - -13-El /9% HORIZONTAL SECTION SUBSTRATE BY OTHERS SEE TABLE 1 MIN. EMBEDMENT SEE TABLE 1 PERIMETER SEALANT BYINSTALLER INSIDE AND OUT INSTALLATION ANCHOR SEE TABLE 1 SEALANT BEHIND FIN BY INSTALLER TYPICAL FIN ANCHORAGE HEAD AND SILL SIMILAR FOR FIN INSTALLATION l HORIZONTAL SECTION PERIMETER SEALANT - BY INSTALLER INSIDE AND OUT BOX FRAME INSTALLATION HEAD AND SILL SIMILAR 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. C=**8.kE'WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC 8100 PVC SINGLE HUNG IMPACT LO 0 Z LU 0 CO LL CL 8 <C 2 D 0 0 1-L LU 0 IL 0 0 CL 8 <C 2 D 0 LU 0 0 CO IL CL 8 <C 2 D 0/ AND RE K, 7., 4, *f SD..'· :lidFZY· ..v.* *b 319/ '..e...3-100 -, : No 58201 :2 5 :*E - :CS5 -A· STAl E OF ...2/2 4, <0 ''.4 0 R ;4-- '40,(S)NAL %4, DRAWN BY:DATE: 0 Z Z 0 0- 0 CO LU n LU n N S 4/9/2015 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 SHEET DESCRIPTION: INSTALLATION DETAILS DWG #: ADE CWS-155 SCALE: 1:2 REV.: 06/10/08 C SHEET 6 OF 6 00 Z 0 00 5 LLI