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35 'S7 DETAL ,.C,. PANEL DOWELING SET -UP STILE HARDWARE DET.AL NOTE: ?ANELS A'?E CONSTRUCTED OF MEETING STILES ;4.625 x '.11875, LOCK STILES (4.625 x 1.71875), TOP ' A'L (4 625 x 1.71875), AND STANDARD BOTTOM RAIL (6.625 x 1.71875), OPTIONAL BOTTOM RAIL (10.25 x 1.71875). DOWELS ARE COATED WITH A WATER ACT1VATED ADHESIVE AND WATER IS APPLIED TO THE DOWELS PRIOR TO INSERTION INTO THE DOWEL HOLES. (SEE DETAIL "C ") tr STATIONARY MEETING STILE I SEE SHEET 2 FOR DESIGN LOADS 4.ND GLASS THICKNESS "Z" CUP USED ON STATIONARY PANEL ONLY 4 7 INTERLOCK SYSTEM & SILL D_ A1LS Apprva°d AS MO alas ate Florida Deo z'Ci NOM 671iaP gL . It. STEEL CAP / INTERLOCK W/S BULB (44) ON OPERATING SIDE ONLY. SILL EUMPER WRAPS OVER STEEL CAF ON SILL AND U° AGAINST SDE JAMS. OPERATING MEETING STILE U 0 a l SYALE DWG. 5Y: 4 w 0 0 0 G c. u 0 _ C) Q c 0 DATE 2/7/03 N.T.S. T ! CH K. BY R Y DRA V0. S -2335 SHEET 5 C 7 z Z O c 0 w L 0 c c I ■ w I QI • C I'� COMPARATIVE ANALYSIS TABLE: 6. TASE'3 1/4" TAPCONS OR #14 SCREWS) GLAZING ..090.118 " ," WIDTH 36.000 37.000 39.500 42.000 45.000 48.000 50.500 53.125 54.000 55.500 57.000 58.500 60.000 117.000 "O" & "1/4- 1/2 -1/4 XOX WINDOWS 106.375 A -75.0 70.0 B,E -75.0 70.0 C -90.0 70.0 A -75.0 70.0 B,E -75.0 70.0 C -90.0 70.0 A -75.0 70.0 B,E -75.0 70.0 C -90.0 70.0 A B,E C -75.0 70.0 -75.0 70.0 -90.0 70.0 A -75.0 70.0 -75.0 70.0 -90.0 70.0 -75.0 70.0 -75.0 70.0 -90.0 70.0 -75.0 70.0 B,E . -75.0 70.0 C -90.0 70.0 -58.7 58.7 -75.0 70.0 -90.0 70.0 -58.2 58.2 -75.0 70.0 -90.0 70.0 -57.1 57.1 -75.0 70.0 -90.0 70.0 -56.2 56.2 -75.0 70.0 -90.0 70.0 -48.7 48.7 -45.4 -75.0 70.0 -75.0 -90.0 70.0 -90.0 45.4 -50.0 50.0_ -46.1 46.1 70.0 -75.0 70.0 -75.0 70.0 70.0 -88.6 70.0 -76.4 70.0 44.5 70.0 -47.9 47.9 -44.5 -75.0 70.0 -75.0 -90.0 70.0 -90.0 70.0 -46.4 46.4 ' -43.3 43.3 -75.0 70.0 -75:0 70.0 -90.0 70.0 -90.0 70.0 -44.8 44.8 -42.1 42.1 70.0 70.0 -46.2 -75.0 -81.8 46.2 -42.5 42,5 -75.0 70.0 -75.0 -90.0 70.0 -90.0 -43.4 43.4 -40.9 40.9 -44.8 -75.0 , 70.0 -75.0 70.0 -75.0 -90.0 70.0 -90.0 70.0 -79.4 -42.2 42.2 -39.7 39.7 -43.5 -75.0 70.0 -75.0 70.0 -75.0 -90.0 70.0 -90.0 70.0 -77.1 70.0 -75.0 70.0 70.0 -70.7 70.0 -50.9 -75.0 -88.2 -48.6 -75.0 -80.9 -46.9 -75.0 -75.7 50.9 70.0 70.0 48.6 70.0 70.0 46.9 70.0 70.0 50.0 70.0 70.0 -47.5 47.5 -75.0 70.0 -81.8 70.0 -45.3 45.3 -75.0 70.0 -75.0 70.0 -43.5 43.5 -75.0 70.0 -70.3 70.0 -44.2 44.2 -42.2 42.2 -75.0 70.0 -75.0 70.0 -71.1 70.0 - 66.5 66.5 -75.0 70.0 -75.0 70.0 -66.7 66.7 -61.8 61.8 44.8 -41.3 41.3 -40.2 40.2 -38.7 38.7 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -69.0 69.0 -64.9 64.9 -60.4 60.4 43.5 -40.4 40.4 -39.2 39.2 f -37.6 70.0 -75.0 70.0 -75.0 70.01-75.0 70.0 -67.3 67.3 -63.3 63.3 -59.1 -40.1 40.1 -38.0 38.0 -75.0 70.0 -75.0 70.0 -63.0 63.0 -60.0 60.0 -75.0 70.0 -75.0 70.0 -61.8 61.8 -59.1_ 59.1 -39.1 39.1 -37.2 37.2 -75.0 70.0 -74.3 70.0 -60.1 60.1 -57.5 57.5 -38.5 38.5 -36.7 36.7 -75.0 70.0 -73.3 70.0 -58.7 58.7 , -55.9 55.9 A -75.0 B,E -75.0 C -90.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 -75.0 -75.0 70.0 -90.0 70.0 -70.3 70.0 -75.0 70.0 -90.0 70.0 -65.0 65.0 -75.0 70.0 -90.0 70.0 -60.8 60.8 -75.0 70.0 -90.0 70.0 -90.0 70.0 72.000 "XOX" WIDTH A 74.000 B,E C A 79.000 B,E C 84.000 90.000 96.000 101.000 c A 108.000 B,E A 111.000 B,E C 114.000 120.000 26.300 NEG PCS A -75.0 10.0 B,E -75.0 70.0 -90.0 70.0 -90.0 -75.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -90.0 -75.0 -75.0 -90.0 31.000 36.000 NEG POS NEG POS -75.3 70.0 75.0 70.0 -75.0 70.0 -75.0 70.0 A -74.2 70.0 -55.0 55.0 B,E -75.0 70.0 -75.0 70.0 C -90.0 70,0 -90.0 70.0 A -72.9 70.0 -53.4 53.4 B,E -75.0 70.0 -75.0 70.0 C -90.0 70.0 -90.0 70.0 70.0 -90.0 70.0, 70.0 -73.7 70.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -90.0 70.0 -90.0 70.0 70.0 -67.8 67.8 -62.1 62.1 70.0 -75.0 70.0 -75.0 70.0 70.0 -90.0 70.0 -90.0 70.0 70.0 -62.4 62.4 -58.4 58.4 -75.0 70.0 -75.0 70.0 -90.0 70.0 -58.0 58.0 -75.0 70.0 -90.0 70.0 -54.3 54.3 -75.0 70.0 -90.0 70.0 -51.3 51.3 -75.0 70.0 -90.0 70,0 38.375 NEG -70.4 -75.0 -90.0 -67.9 POS 70.0 70.0 70.0 67.9 -90.0 70.0 -54.6 54.6 -75.0 70.0 -90.0 70.0 -51.1 51.1 -75.0 70.0 -90.0 70.0 -48.3 48.3 -75.0 70.0 -90.0 70.0 - 43.000 NEG POS -60.4 60.4 -75.0 70.0 -90.0 70.0 -59.0 59.0 -75.0 70.0 -90.0 70.0 -55.7 55.7 -75.0 70.0 -90.0 70.0 -63.3 _63.3 -75.0 70.0 -90.0 70.0 -59.3 59.3 -75.0 70.0 -49.1 49.1 -75.0 70.0 -86.9 70.0 -47.5 47.5 -75.0 70.0 -84.3 70.0 48.000 50.625 NEG POS NEG POS - 54.3 54.3 -51.1 51.1 - 75.0 70.0 - 75.0 70.0 -90.0 70.0 -90.0 70.0 -52.8 52.8 -49.9 49.9 -75.0 70.0 -75.0 70.0 -90.0 70.0 -90.0 70.0 -49.8 49.8 -46.9 46.9 -75.0 70.0 -75.0 70.0 -90.0 70.0 -90.0 70.0 -56.4 56.4 -53.4 53.4 -75.0 70.0 -75.0 70.0 -90.0 -53.6 -75.0 -90.0 70.0 -90.0 -55.1 55.1 -51.4 -75.0 70.0 -75.0 -90.0 70.0 -86.0 -52.7 52,7 -48.7 -75.0 70.0 -75.0 70.0 -90.0 70.0 53.6 70.0 70.0 51.4 70.0 70.0 48.7 70.0 -81.2 70.0 -45.3 45.3 -75.0 70.0 -75.0 70.0 -43.9 43.9 -75.0 70.0 -75.0 -72.5 70.0 /16" LA (3/16'A,.090,3/16 "HS) 54.000 1 57.000 NEG POS -47.9 47.9 -75.0 70.0 -90.0 70.0 -46.4 46.4 -75.0 70.0 -90.0 70.0 -43.6 43.6 -75.0 70.0 -90.0 70.0 -50.0 -75.0 -90.0 60.000 NEG POS NEG POS NEG - 44.8 44.8 -42.2 42.2 -39.7 -75.0 70.0 -75.0 70.0 -75.0 -90.0 70.0 -90.0 70.0 -90.0 -43.5 43.5 -41.1 41.1 -38.6' -75.0 70.0 -75.0 70.0 -90.0 70.0 -90.0 70.0 -41.1 41.1 -38.6 38.6 -75.0 70.0 -75.0 70.0 -90.0 70.0 -87.4 70.0 -46.9 46.9 - 44.3 44.3 -75.0 70.0 -75.0 70.0 -75.0 -84.5 70.0 , -79.7 70.0 -44.7 44.7 -42.1 42.1 -75.0 70.0 -75.0 70.0 -76.9 70.0 -72.4 70.0 -42.5 42.5 -40.4 40.4 -75.0 70.0 -75.0 70.0 -70.7 70.0 -67.3 67.3 -41.3 41.3 -39.2 39.2 -75.0 70.0 � -75.0 70.0 -66.8 66.8 -63.5 63.5 43.4 43.4 -41.9 41.9 -39.8 39.8 -37.6 37.6 -75.0 70.0 _ -75.0 70.0 -70.1 70.0 -65.4 65.4 -42.2 42.2 -40.8 ' 40.8 I 70.0 -75.0 70.0 -68.4 MI 68.4 -63.6 63.6 -41.2 41.2 -39.8 39.8 -41.9 -75.6 -39.7 -75.0 -69.2 -38.4 TEST REPORTS: FTL -3582 -3582 -3729 -90.0 70.0 -36.5 36.5 -75.0 70.0 -83.2 70.0 41.9 -75.0 -64.1 -37.1 -74.3 -60.5 -36.2 -56.4 -35.4 -70.8 -68.4 -51.6 -33.7 -67.4 000 POS 39.7 70.0 70.0 38.6 70.0 70.0 70.0 39.7 70.0 69.2 38.4 70.0 64.1 37.1 70.0 60.5 36.2 70.0 57.3 35.9 70.0 35.4 56.4 70.0 54.8 34.8 69.6 53.2 34.2 68.4 51.6 33.7 67.4 -50.0 50.0 TABLE 7.(BASED ON 1/4" TAPCONS OR #14 SCREWS) GLAZING OPTION: D. 7/16" LAMI (3116 "HS,.090,3 /16 "HS) ALL "0" SIZES UP TO 60.000" WIDE x 63.000" HIGH AND ALL "XOX" SIZES UP TO 120.000" WIDE x 63.000" HIGH Rovv1 By' F.K. Rama sy F.K. Revs 3 er F.K. Ora.rr R)' F.K. Dales 3/ 17/03 facie 3/25/'03 Onto 7/10/03 Dale. 12/17/02 Rovzio"a A Rcraiuna: B Rcr+iona: C Dhc_hod By. REVISE TABLE 6, GLASS TYPES A & C ADO GLASS TYPE E TO TABLE 6 NO CHANGE THIS SHEET 1070 TECHNOLOGY DR1V NOKOI'4 S, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 "0" & "1/4- 1/2 -1/4 XOX" WINDOWS Visibly Better -37.6 37.6 -36.1 36.1 -75.0 70.0 -72.2 70.0 -57.3 57.3 -54.5 37.6 -36.7 36.7 -35.5 35.5 70.0 -73.3 70.0 -71.0 70.0 59.1 -55.9' 55.9 -53.0 53.0 TEST REPORT: FTL -3580 70.0 PRESSURES- 0 & 1/4- 1/2 -1/4 XOX CONF1G. WINDOWS ALUMINUM CASEMENT WINDOW, IMPACT CA -740 Sate. NTS St :ve 6 d 12 Da_.q 7045 -8 NOTE: IF USING 3/16" TAPCONS OR #12 SCREWS DESIGN PRESSURE FOR "0" WINDOWS IS LIMITED TO 52.1 P.S.F. DESIGN PRESSURE FOR "XOX" WINDOWS IS LIMITED TO 41.3 P.S.F. re. C 1 4 X 1 2 0 1 4 X 0 PI:t3til'C` REV iSED as comv13 - In& with the Florida k1h6 u_rc _•c. pteree No D v; iraliO0 Date fide Product Cost1 U 2 7!0 /c Lucas A. Turner, P.E. PE #52201 ti',e:.h 3r.f�a1 "XO" OR 'OX " & "1!3- 1/3 -1/3 XOX" WINDOWS TEST REPORT: FTL -3582 COMPARATIVE ANALYSIS TABLE B.�ASED ON 1!4" TAPCONS OR• #14 • ,REW 5/16" (1 8 "A..090,1 /8 "H ) Ht "XO" WIDTH 37.000 "XOX" WIDTH 55.500 48.000 49.333 53.125 56.000 60.000 64.000 67.333 70.917 72.000 74.000 72.000 74.000 79.688 84.000 90.000 96.000 101.000 106.375 108.000 111.000 A A A A A A A A A A 2 000 NEG POS -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 31.0410 36.000 NEG POS NEG -75.0 70.0 -75.0 -75.0 -75.0 70.0 -75.0 70.0 -75.0 -75.0 70.0 -75.0 -75.0 -75.0 -75.0 70.0 -75.0 70.0 70.0 -75.0 -75.0 -75.0 -75.0 -75.0 70.0 75.0 70.0 -75.0 70.0 -75.0 -75.0 70.0 -73.7 POS 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 38.375 NEG -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -71.8 POs 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 43.000 NEG -75.0 -75.0 -75.0 -75.0 -75.0 -75.0 -71.1 -66.4 -61.8 POS 70.0 70.0 70.0 70.0 70.0 66.4 61.8 -70.4 70.0 -60.4 60.4 -67.9 59.0 48.000 NEG -75.0 -75.0 -75.0 -75.0 -75.0 -68.4 -61.8 -58.2 -55.1 -54.3 -52.8 POS 70.0 70.0 70.0 70.0 70.0 68.4 61.8 58.2 55.1 54.3 52.8 50.625 NEG -75.0 -75.0 -75.0 -75.0 -71.9 -63.9 -58.9 -55.6 -51.9 -51.1 -49.9 POS 70.0 70.0 70.0 70.0 70.0 63.9 58.9 55.6 51.9 51.1 49.9 54.000 NEG POS -75.0 70.0 -75.0 70.0 70.0 64.9 -75.0 70.0 -75.0 70.0 -67.7 67.7 -60.0 60.0 -56.1 56.1 -52.6 52.6 -48.9 48.9 -47.9 47.9 - 46.4 46.4 57.000 NEG -75.0 -75.0 -75.0 -72.1 -64.9 -58.5 -53.8 -49.4 -45.8 -44.8 -43.5 POS 70.0 70.0 70.0 58.5 53.8 49.4 45.8 44.8 43.5 60.000 NEG POS -75.0 70.0 -75.0 70.0 -75.0 70.0 -69.5 69.5 -62.7 62.7 -56.2 56.2 -50.4 50.4 -45.9 45.9 -42.8 42.8 63.000 NEG -75.0 -75.0 -75.0 -67.5 -60.4 -53.4 -47.7 -43.1 -40.3 POS 70.0 70.0 70.0 67.5 60.4 53.4 47.7 43.1 40.3 -42.2 42.2 -39.7 39.7 -41.1 41.1 _ -38.6 38.6 TABLE 9. (BASED ON 1/4" TAPCONS OR #14 SCREWS L "XO" or "OX" & "1/3- 1/3 -1/3 XOX" WINDOWS REPORTS: FTL -3582, FTL -3729 GLAZING OPT "XO" O R " O X B. 5/16" LOM" SIZES UP TO 7 4.00 HWI E x 63.000" HIGH ALL '1/3-1/3-1/3 8 XOX" SIZES UP TO 11 WIDE x 63.000" HIGH -75.01 70.0 ALL "R "X "XO" or "OX" & "1/3-1/3-1/3 SOX" WINDOWS TABLE 10. (BASED ON 1/4" TAPCONS OR #14 SCREWS) OPTION: C. 7/16" LAMI (3/16 "A,.090,3 / "HS) ALL "XO" OR "OX" SIZES UP TO 74.000" WIDE x 63.000" HIGH AND ALL "1/3- 1/3 -1/3 SOX" SIZES UP TO 111.000" WIDE x 63.000" HIGH TEST REPORT: FTL -3580 -90.0 70.0 NOTE: IF USING 3/16" TAPCONS OR #12 SCREWS DESIGN PRESSURE FOR "XO" OR "OX" AND "XOX" WINDOWS IS LIMITED TO 41.3 P.S.F. kow/ BY Data F. K. 3/17/ Rcvsa By: F.K. ■aa ay. F. K. ovener F.K. Dole: 3/25/'03 Data: 7/10/03 Gat": 12/17/02 FevS o !: A REVISE TABLE 8, GLOSS TYPE A R . 8 c Dhachsd By ADO GLASS TYPE E TO TABLE 9 NO CHANGE THIS SHEET Dab: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOx 1529 NOKOMIS, FL 34274 Visibly Better Dea Tpao" PRESSURES- XO, OX, & 1/3- 1/3 -1/3 XOX WINDOWS ALUMINUM CASEMENT WINDOW, IMPACT esticeot 8cnh Srcer. oraub.y to CA -740 1 NTS 7 ' 12 7045 -8 I Fer 1 3 0 3 X X O 0 X PRODUCT REVISED as colt tying with the Fkrk19 is Odin!: Cxe Acrcpeuce No Es )irefio9 Dale By Nturri Diti Qe Pratnct Coot o s Luca3 A. Tumor, P.E PE #58201 Mechanical COMPARATIVE ANALYSIS TABLE ' 1. 'BASEL) t)N 1/4" TAPCONS OR #14 SCREWS WIDTH 51.892 54.627 B,E C 70.0 70.0 36.1 70.0 54.6 35.5 70.0 69.264 86.919 F.K. Revxi Ey F.K. Rend Ey. F. K. 0 Ey. F.K. GLAZING OPTIONS: VENT WIDTH 19.125 24.000 95.973 26.500 108.649 30.000 115.892 32.000 122.000 33.687 123.135 34.00( 126.000 34.79' 130.000 35.896 58.209 134.000 37.000 60.000 Pahl: 3/17/03 Oats 3/25103 rJe:e: 7/10/03 Dais' 12/17,102 1 FIXED WIDTH 31.014 P. evmnns. A 38.919 Revts'av: B 42.973 Revs ens c a ea BY 48.649 55.135 56.418 Oats: A. 5/16" LAMI (1/8'A,.090,1/8 "HS) B. 5/16" LAMI (1 /8 "HS,.090,1 /8 "HS) E. 13/16" LAMI (1 /8 "HS,3 /8" SPACE,5 /16" LAMI -W/ 1/8 "HS,.090 ) i 2G COG 1- 33.000 38.375 A B,E C A B,E C A B,E c A B,E C A NcG P O.`. N EC L75.0 70.0 _ -75.0 -75.0 70.0 -75.0 -90.0 70.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -75.0 -75.0 -90.0 -74.3 70.0 70.0 70.0 70.0 70.0 70.0 70.0 -69.1 -75.0 -90.0 -60.5 -75.0 -90.0 -53.5 70.0 -75.0 70.0 -90.0 70.0 -43.5 POS 70.0 -75.0 70.0 -74.1 70.0 -64.9 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 69.1 70.0 70.0 60.5 70.0 70.0 53.5 70.0 70.0 49.9 70.0 70.0 47.3 70.0 70.0 46.8 70.0 70.0 45.5 70.0 70.0 43.6 43.000 48.000 NEG POS NEG POS NEG POS -63.4 63.4 -56.5 56.5 -50.4 -75.0 70.0 -75.0 70.0 -75.0 -90.0 70.0 -90.0 70.0 -90.0 -57.2 -75.0 -90.0 -50.4 -75.0 -90.0 -46.8 -75.0 -44.0 -75.0 -90.0 -43.6 -75.0 -90.0 - 42.6 -75.0 -90.0 -41.2 -75.0 - 90.0' -41.0 57.2 70.0 70.0 50.4 REVISE TABLE 11, GLASS TYPES A d C ADD GLASS TYPE E TO TABLE 11 NO CHANGE THIS SHEET -62.1 62.1 -55.2 -75.0 70.0 -75.0 -90.0 70.0 -90.0 - 54.5 54.5 -50.7 70.0 -75.0 70.0 -75.0 70.0 -90.0 70.0 -84.7 46.8 -51.3 51.3 -47.4 70.0 -75.0 70,0 -75.0 -90.0 70.0 -90.0 70.0 -78.6 44.0 -48.4 48.4 -44.7 70.0 -75.0 70.0 1 -75.0 70.0 -85.8 70.0 -74.0 43.6 -47.9 47.9 -44.3 70.0 -75.0 70.0 -75.0 70.0 -85.0 70.0 1 -73.1 42.6 _ -46.7 46.7 -43.1 70.0 -75.0 70.0 -75.0 70.0 -82.8 70.0 -71.3 41.2 -45.1 45.1 -41.5 70.0 -75.0 70.0 -75.0 130.378 36.000 58.378 B,E -75.0 70.0 -75.0 70.0 -75.0 C -90.0 70.0 - 90.0 -90.0 70.0 -79.6 70.0 A -72.9 70.0 -42.2 42.2 -39.7 39.7 -43.5 43.5 B,E -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 C -90.0 70.0 -90.0 70.0 -90.0 70.0 -77.1 70.0 -67.3 XO" & "OX" WINDOW WIDTHS EQUAL THE SUM OF THE VENT WIDTH AND THE FIXED WIDTH. "XO" or "OX" & -40.4 1070 TECHNOLOGY DRIVE NOKO.MIS, FL 34275 P.O. BOX 1529 NOKOFdiS, FL 34274 64.9 70.0 70.0 50.4 70.0 70.0 55.2 70.0 70.0 50.7 70.0 70.0 47.4 70.0 70.0 44.7 70.0 70.0 44.3 70.0 70.0 43.1 70.0 70.0 41.5 70.0 40.4 "XO" or "OX" & "XOX" UNEQUAL LITE WINDOWS TEST REPORTS: FTL -3580 C. 7/16" LAMI (3/16 "A,.090,3116 "HS) 1 FTL -3582 FTL-3729 50.625 NEG POS -60.6 60.6 -75.0 70.0 -90.0 -47.5 -75.0 -90.0 -52.6 -75.0 -90.0 -48.2 -75.0 -79.5 -45.5 -75.0 -73.2 -42.8 -75.0 -69.4 -42.4 -75.0 -68.8 -41.6 -75.0 -67.3 -40.4 -75.0 -39.2 70.0 -75.0 67.3 -63.3 70.0 47.5 70.0 70.0 52.6 70.0 70.0 48.2 70.0 70.0 45.5 70.0 70.0 42.8 70.0 69.4 42.4 70.0 68.8 41.6 70.0 67.3 40.4 70.0 39.2 70.0 63.3 Visibly Better 54.000 NEG POS -58.1 58.1 -75.0 70.0 -90.0 70.0 - 44.1 44.1 -75.0 70.0 -90.0 70.0 -49.1 49.1 -75.0 70.0 -87.0 70.0 -44.9 44.9 -75.0 70.0 -73.6 70.0 -42.7 42.7 -75.0 70.0 -68.3 68.3 -41.4 41.4 -75.0 -64.7 -41.1 -75.0 -64.1 -75.0 -60.6 70.0 64.7 41 1 70.0 64.1 -40.2 40.2 -75.0 70.0 -62.5 62.5 - 38.9 38.9 70.0 60.6 -37.7 37.7 -75.0 70.0 -59.1 59.1 "XOX" UNEQUAL LITE WINDOWS 57.000 60.000 NEG POS NEG POS -56.1 56.1 -53.3 -75.0 70.0 -75.0 -90.0 70.0 -90.0 -41.6 41.6 -39.2 -75.0 70.0 -75.0 -90.0 70.0 -89.4 -46.2 46.2 -43.6 -75.0 70.0 -75.0 -81.9 70.0 -77.2 -42.0 42.0 -40.1 -75.0 70.0 -75.0 -69.7 69.7 -66.3 -40.7 40.7 -38.6 -75.0 70.0 -75.0 -64.8 -39.5 -75.0 -61.0 -39.3 -75.0 -60.5 -38.7 -75.0 -59.2 -37.7 -75.0 -57.6 -36.7 -73.3 -55.9 64.8 -61.4 39.5 -37.5 70.0 -74.9 61.0 -58.4 39.3 - 37.3 70.0 60.5 38.7 70.0 59.2 37.7 70.0 57.6 70.0 -79.9 70.0 -69.3 69.3 -65.3 65.3 41.0 -45.0 45.0 -41.4 41.4 -40.3 40.3 -38.8 38.8 -37.6 37.6 -36.1 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -72.3 -69.1 69.1 _ -65.1 65.1 -60.5 60.5 -57.4 57.4 -54.6 36.7 -35.5 NOTE: IF USING 3/16" TAPCONS OR #12 SCREWS DESIGN PRESSURE FOR "XO" OR "OX" AND "XOX" WINDOWS IS LIMITED TO 41.3 P.S.F. RBVSdB r : .;�;i, •__, PRESSURES- UNEQUAL 70.0 -71.0 55.9 -53.0 53.3 70.0 70.0 39.2 70.0 70.0 43.6 70.0 70.0 40.1 70.0 66.3 38.6 70.0 61.4 37.5 70.0 58.4 37.3 70.0 57.9 36.9 70.0 56.5 63.000 NEG POS -50.5 50.5 -75.0 70.0 -90.0 70.0 -36.9 36.9 -73.8 -85.2 -41.1 -75.0 -73.1 -38.0 -75.0 -63.1 -36.6 -73.2 -58.8 -35.7 -71.4 -55.7 -35.5 -71.0 -55.2 -35.0 -70.1 -53.8 36.2 -34.3 70.0 -68.6 54.7 -51.9 53.0 TEST REPORT: -34.3 -68.5 -51.7 -33.7 -67.4 -50.0 TABLE 12. (BASED ON 1/4" TAPCONS OR #14 SCREWS) GLAZING OPTION: D. 7/16" LAMI (3/16 "HS,.090,3 /16 "HS) ALL "XOX" SIZES UP TO 134.000" WIDE x 63.000" HIGH WITH 37.000" MAX. VENT WIDTH AND 60.000" MAX. FIXED WIDTH AND : 90 0 ALL "XO" or "OX" SIZES UP TO 97.000" WIDE x 63.000" HIGH WITH 37.000" MAX. VENT WIDTH AND 60.000" MAX. FIXED WIDTH 70.0 70.0 41.1 70.0 70.0 38.0 70.0 63.1 36.6 70.0 58.8 35.7 70.0 55.7 35.5 70.0 55.2 35.0 70.0 53.8 34.3 68.6 51.9 34.3 68.5 51.7 33.7 67.4 50.0 FTL -3580 70.0 CONFIG. XO, OX & XOX TAN ALUMINUM CASEMENT WINDOW, IMPACT u.. 57:se4. . C.4 740 NTS 8 w 12 7045 -8 X 0 X UNEQUAL LITES X 0 UNEQUAL LITES 0 X UNEQUAL LITES PRODUCT REVISED as eetaply 'Mg Ni ith the Florida $ei'1h C::Se Arci p ':.:e No E piraCea ©.ie By h+:ar Dade b'n) rd Con / 6, , 7 /(o/ 3 Lucas A. Turner. P.E. Pc #8201 Med- an: cxJ MAX. HEIGHT (SEE SHTS. 3 & 4) Rored By, De!v. F.K. 311733 Re vsd 8y F.K. Rcvse By: F.K. Orsmi F.K. Oefe 3/25/03 tele. 7/10/03 Data 12/17/02 VERTICAL SECTION OPERABLE UNIT Ronson.. A Revision. 8 Reveiore' C Cheded By. _, t y ,N { i MAX. VENT _ 6 DAYLIGHT OPENING 6 (SEE SHT. 3) MAX. DAYLIGHT OPENING FIXED & OPERABLE VENT (SEE SHTS. 3 & 4) NO CNG THIS SHEET ADD 13/16'1.0. GANG BEAD ITEM SHOW TOP HINGE Dela. VERTICAL SECTION FIXED UNIT 7070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 REFERENCE "XO" & "XOX" FRAME ASSEMBLY DETAIL, SHEET 10 MAX. FIXED LITE DAYLIGHT OPENING (SEE SHT. 3) MAX. WIDTH (SEE SHT. 3) HORIZONTAL SECTION - XOX MAX. VENT DAYLIGHT OPENING � - I (SEE SHT. 3) MAX. WIDTH (SEE SHT. 3) 54101.. !:det CA -740 NTS MAX. VENT DAYLIGHT OPENING (SEE SHT. 4) MAX. WIDTH (SEE SHT. 4) HORIZONTAL SECTION - X HORIZONTAL SECTION - XX OoswVti�n' SECTIONS ALUMINUM CASEMENT WINDOW, IMPACT suet. 9 a 12 REFERENCE "XX" FRAME ASSEMBLY DETAIL, SHEET 10 No. 7045 -8 REFERENCE "XO" & "XOX" FRAME ASSEMBLY DETAIL, SHEET 10 Asr C PRODUCT REVISED as cernpl) ing with the Florida l3ui;ting Code Acceptance No Et • iration Date Dy Miam Vivi Oa - I.; to • ade Product Castro. 2 /33 Lucas A. Turner, P.E. PE #55231 Mec1 an'cat FRAME ASSEMBLY TUBE, MAT'L: 6063 -T6 "X" FRAME JAMB -� f �-- "X" FRAME JAMB FRAME ASSEMBLY TUBE, MAT'L: 6063 -T6 "X" FRAME JAMB Rend Dy: Dem. F, K. 3/17/03 Ferd By: F.1C R B7 F.K. Drawn Br F.K. "XO" & "XOX" FRAME ASSEMBLY DETAIL FRAME HEAD OR SILL Cog. 3,x25/03 Dale 7/10/03 Dome 12/17/02 "XX" FRAME ASSEMBLY DETAIL #12x1 PH TEK SMS 13" MAX. O.C. W/ (2) SCREWS 3" APART AT MID -SPAN "0" FRAME JAMB Re Nrors. A REVISED FRA ASS'Y DETAIL SCREW SPACING P.ava'ora: e Ra 4 ir.'a.v c Che Hy, #8x1 QUAD PH SMS (2) PER CORNER #t12xl Pi-' rEK SMS 13" MAX. O.C. WI (2) SCREWS 3" APART AT MID -SPAN SASH FRAME ASSEMBLY DETAIL �_ipI!! :lia1; I.Er >rsavi MAIN FRAME ASSEMBLY DETAIL NO CHANGE THIS SHEET NO CHANGE THIS SHEET Da'e: FRAME JAMB iJ 1070 TECHNOLOGY DRIVE NOK0'.4 S, Ft. 34275 P.O. BOX 1529 NOKOMIS, FL 34274 NOTE: ALL ALUMINUM SHALL BE OF 6063 -T6 #8x1 QUAD PH SMS (2) PER CORNER SIDE RAIL SASH FRAME TOP OR BOTTOM RAIL SASH FRAME Vest 1 Better .434" - 1 2.854" .062" NOM. j 1.159" 2.139" — SASH FRAME HEAD, SILL, JAMB MAT'L: 6063 -T6 DWG# 7003A 3.544" .062" NOM. 2.784" • FIXED FRAME HEAD, SILL, JAMB MAT'L: 6063 -T6 DWG# 7005A .tu'pticn EXTRUSIONS & ASSEMBLY DETAILS ru ALUMINUM CASEMENT WINDOW, IMPACT Sa.esuae� a.' snow. I D.aw tb. NTS 10 a 12 CA -740 7045 -8 FRAME HEAD, SILL, JAMB MAT'L: 6063 -T6 DWG# 7002A 2.919" PROIHiCT ItEVISED as c":nptl ins wits dm Florida l3�:d to Cud. Acca,tnncc No E: ■iratioa Date 13y Mis L3i% . de rodu , -cry. cac 4.4 Luces A. Turner. P.E FE #58201 �1c ed ivn;eal 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 30 31 32 33 40 41 43 44 45 46 50 51 52 53 54 55 67 68 69 70 71 72 Rcvad Sy' F.K. Fievsd By : F.K. Rcvsd By F.K. - v n By: F.K. Dale 3/17/03 Da.e 3/25/03 Date 7/10/03 Dare: 12/17/02 DWG ii 7002A 1155 7008 7003A 1155 7017 7009 7024 7026 7014 1157 7013 7015 7028 7027 7030 7031 7032 7033 7022 7023 7036 7042 1224 1634 7006 7040 1635 331 7004A 7011 7012 7019 7018 RCVS IOCL A Rw.'sionr 8 Rebi$V C Ch"ctvd By PGT. 4 781PQA 781 PQA 67017K (BULB WEATHERSTRIP .187X.240 78X78PPSMS 148 X .875 PH. PN. SMS 7858ZA #8 X 5/8" FLT. PIEL SMS 71002E1 410 X .500 PH. PHL. 6TP247 1 VINYL BULB WSTP (THICK) 6163K 61635K 60976 78x12PSTW/B 67004 7l2XIPPT 711573 7F1.D1 -(D NO CHG THIS SHEET NO CHANGE THIS SHEET Dam: PARTS LIST D��SC'U TION MAIN FRAME - HEAD, SII,L & JAMBS 48 X 1 QUAD PII SMS FRAME CORNER KEY 1 /2 "XL2 " 8" C:..O:,ED -CELL FOAM TAPE SASH - TOP, BOTTOM & SUY RAILS . 8 3: 1 QU /D P:i FMS SASH CORNER KEY MAXIM MUL'I1 -POLNT LOCK LOCK SUPPORT PLATE 410 -24 X .562 PH. PN. TYPE F MULTI -LOCK KEEPER (R.H. & L.H.) TIE BAR GUIDE TIE BAR ASSEMBLY MAXIM DYAD OPERATOR MAXIM DUAL ARM OPERATOR OPERATOR GASKET BACKING PLATE #8-32 X .375 PH. PN. TYPE B STUD BRACKET (LAI. & R.H.) OPERATOR TRACK & SLIDER (DUAL ARM) SNAP -ON HANDLE 12" HINGE (HEAVY DUTY) 5/16" LAMINATED (1 /8A & 1 /8HS GLASS) .090 INNER LAYER - SOLUTIA OR DUPONT PVB 5/16' LAMINATED (1/811S & l /8HS GLASS) .090 INNER LAYER - SOLUTIA OR DUPONT PVB 7/16" LAMINATED (3/16A & 3 /I6HS GLASS) .090 INNER LAYER - SOLUTIA OR DUPONT PVB 7/16" LAMLNATED (3/1611S & 3/1611S GLASS) .090 LINER LAYER - SOLUTIA OR DUPONT PVB GLAZING BEAD (5/16 ") GLAZING BEAD (7/16 ") SILICONE - DOW CORNING 899 OR 995 PARAROND SETTING BLOCK SCREEN FRAME SCREEN CORNF.R KEY SCREEN CLOTH SCREEN SPLINE SERRATED CASEMENT SCREEN CLIP 48 X 500 SQ. PN. TEK SMS CASEMENT FRAME ASS'Y. 11BE 412 X 1" PH. PHIL. TEK. LOCK SUPPORT PLATE LOCK SPACER SNAP -ON T- HANDLE KNOB FOLDING HANDLE ARO 13/16' I.G. GLASS 8 GLAZING BEAD 1070 TECHNOLOGY &FIVE .M NOKO S, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 ITEM 73 74 75 80 81 82 83 85 86 DWG 4 7025 7016 7005A 1155 7010 7007 7047 PGT. # 70834A 781PQA 67407 13/16" DESCRIPTION MAXIM SINGLE LOCK SINGLE LOCK KEEPER #8 X .750 QUAD PN SMS FIXED WINDOW FRAME - HEAD, SILL & JAMBS #8 X 1 QUAD PN SMS FIXED FRAME CORNER KEY INSTALLATION HOLE. COVER GLAZING BEAD (13/16" LG.) I.G. GLASS (t/8 "HS,3 /8 "AIR SPACE,5 /16 "LAMI) 5/16" LAM1(2 LITES OF 1 /8 "HS GLASS WITH AN .090 INNER LAYER - SOLUTLA OR DUPONT PVB .706" 1_1 .050" — 5/16" GLAZING BEAD MAT'L: 6063 -T6 DWG# 7036 .523" — .050" Visibly Better .865" .865" 7/16" GLAZING BEAD MAT'L: 6063 -T6 DWG# 7042 .040" — ��}- -�-�� 1.000" .423 CASEMENT SCREEN FRAME MAT'L: 6063 -T6 DWG# 7006 CA -740 Surr' NTS ---� �-•-- .172" .870" 13/16" GLAZING BEAD MAT'L: 6063 -T6 DWG# 7047 PARTS LIST & EXTRUSIONS 5'1.4 .050" II II 17--{ (--- -- .569" CASEMENT FRAME ASSEMBLY TUBE MAT'L: 6063 -T6 DWG# 7004A id* ALUMINUM CASEMENT WINDOW, IMPACT 11 a 12 7045 -8 993" ' rF— .040" INSTALLATION HOLE COVER MAT'L: 6063 -T6 DWG# 7007 PRODLCT REVISED as tomp!yl 1%itit the Florida nuiliag Code Acccia:Irt¢ No E.. iratl5n Late By Miami Divisi Lt,c33 A. Turnar, P.E. PE #58201 Macl.an ••.cal APPROVED WOOD BUCK 1 1/2" OR MORE THICK (SEE NOTE 2) 1/4" MAX. SHIM �—° #12 OR #14 SCREWS NOTES: 1. USE ONLY MIAMI —DADE COUNTY APPROVED ELCO OR ITW 2. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS 1 1/2 ENGINEERED BY OTHERS AND TO BE REVIEWED BY BUILD 3. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS LES ENGINEERED BY OTHERS. Revad PY F.K. S.r.sd er. F.K. Revd Ry F.K. C.ae„ sr F.K. 1/4" MAX. SHIM —1 3/16" OR 1/4" TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) Oa fey! 3/17/03 Darr 3/25/03 Dale: 7/10/03 Oa fen 12/17/02 1 1/2" I MIN. EMBEDMENT OPERABLE UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK R .,, ora: A Fa r.'siora: B Re Na!uns C Checked ay' /APPROVED WOOD B LE-ZS THAN 1 1/2" T (SEE NOT 1/4" MAX. SHIM 3.'15" OR 1/4" 1AF'CON (SEE :NCI E 1 PELOW AND SHEET 1, NOTE 4) 1 I .:. .. . ..... ..„,t,„.• ..., j 1 1/4" MIN. EMBEDMENT OPERABLE UNIT FRAME TO CONCRETE OP TO C LE 3/16" B ADDEO x+14 SCREW OPTION NO CHANGE 71-115 SHEET NO CHANGE THIS SHEET C UCK HICK E 3) ItiillSJukiiL 1 1 /4" MIN. EMBEDMENT ERABLE UNIT FRAME ONCRETE W/ WOOD BUCK SS THAN 1 1/2" THICK 1/4" MAX. SHIM — OR 1/4" TAPCON (SEE NOTE 1 ELOW AND SHEET 1, NOTE 4) TAPCONS. " OR MORE THICK TO BE ING OFFICIAL. THAN 1 1/2" THICK TO BE 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1523 NOKOMIS, FL 34274 Visibly Better APPROVED WOOD BUCK 1 1/2" OR MORE THICK (SEE NOTE 2) 1/4" MAX. SHIM r - #12 OR #14 SCREWS 1 1/2" MIN. EMBEDMENT FIXED UNIT FRAME TO WOOD BUCK 1 1/2" OR MORE THICK s ramilimp 1 1/4" MIN. EMBEDMENT FIXED UNIT FRAME TO CONCRETE Cexc^p: , ANCHORAGE DETAILS APPROVED WOOD BUCK LESS THAN 1 1/2" THICK (SEE NOTE 3) 114" MAX. SHIM — 3/16" OR 1/4" TAPCON (SEE NOTE 1 BELOW AND SHEET 1, NOTE 4) NOTE: ALL DETAILS APPLY TO HEAD, SILL, AND JAMB. .,u ALUMINUM CASEMENT WINDOW, IMPACT a..ea'bkdd 5, 5.. O,a.Nna CA-740 NTS 12 12 7045 -8 1 1 1/4" MIN. EMBEDMENT FIXED UNIT FRAME TO CONCRETE W/ WOOD BUCK LESS THAN 1 1/2" THICK PROW, CT REVISED a3 complying with the Flurfdu Raiding Code Acceptance No I • 1 E •IratioaDate t. '' ,a L/i •!11/ ,o=de Product Control By Miami Dills: -a liuw s .. — 40,6 3 Lucas A. Turier, P.E. PE 458201 Mechar.'rcal 8 lJ5 -0 (o -lOzZ JOB NAME : RESIDENCE 1098 NE 99 ST MIAMI SHORES , FLORIDA ( (EGRESS) LEFT C D> BEDROOM BATH BEDROOM (A) (EGRESS) FAMILY ROOM LIVING 61' -11' REAR NOT PART OF THIS PERMIT FRONT KITCHEN DEN NOTE: MEAN ROOF HEIGHT : 12' -2" ROOF TYPE : 3:12 GROUND FLOOR BATH ( A) (EGRESS) BEDROOM RIGHT REVISION: J DATE: 12/15/05 SCALE: 3/16" = 1' DWG. BY: M.R.Z. JOB*. 405 1 of 6 1 NOTE 1: WINDOW FRAMES/MULLION ANCIIORAGE TO MAIN STRUCTURE SHALL BE IN STRICT ACCORDANCE WITH THE UNIT'S NOTICE OF ACCEPTANCE -REFER TO PRODUCTS CONTROLS. NOTE 2 : ONLY THE OPENINGS THAT ARE IDENTIF ILD WITH THEIR PRODUCTS CONTROL N.O.A. DESIGN PRESSURES, AND SIZE ARE PART Oi 'iF'IS FFRMJT. ALL OTHER OPENINGS ARE NOT PART OF THIS PERMIT. NOTE 3 : THE MAIN WIND FORCE RESISTING SYSTEM OF THE STRUCTURE(LE: BEAMS,COLUMNS,FRAMING,ETC.) SHALL BE DESIGNED TO WITHSTAND TIIE LOADS POSED BY TIIE GLAZING. NO CALCULATIONS HAVE BEEN PERFORMED TO VERIFY THEIR ADEQUACY. NOTE 4 : ALL EGRESS WINDOWS SHALL HAVE A SILL IIEIGITT NOT 'TO EXCEED 44" ABOVE 'TIIE FINISHED FLOOR <A> (EGRESS) <A> (EGRESS) 5' -10' FRONT ELEVATION "A" 37" X 50-5/8"(X) SERIES C -740 ALUMINUM CASEMENT WINDOW- IMPACT N.O.A. : 03- 0611.02 ZONE 4: +54.7 -59.3 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" H.S.GLASS .090 SOLUTIA OR DUPONT PVB 1NTERLAYER INTERIOR LITE : 1/8" H.S.GLASS NOT PART OF 'THIS PERMIT 5 , - "C" 53 -1/8" X 63 "(XX) SERIES C- 740 ALUMINUM CASEMENT WINDOW- IMPACT N.O.A. : 03- 0611.02 ZONE 4: +54.7 -59.3 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" ANN.GLASS .090 SOLUTIA OR DUPONT PVB INNERLAYER INTERIOR LITE: 1/8" H.S. GLASS w z U 0 DATE: 12/15/05 SCALE: 3/16" = 1' DWG. BY: M.R.Z. JOB #: 405 2 of 6 MATERIAL LIST ITEM PART # DESCRIPTION MATERIAL 1 GPO -208 11C 0 JAMB CLADDING - .060 MALL (A 400121NC 04C.N 6063 -T5 ALI 2 CPO -108 w000 NEAL) JA4.48 - (BMC) Wt`TERy PINE WCTUN FINE - STEEL 3 CPO -107 W000 SCE JP.M3 - (BUG) 4 N/A 1 -5/8" ROOFING NAIL (11 GA.) 5 AC -74 FRAME CORNER KEY - 2 EA (MITCHELL 14ETA4..S) WESTERN PINE 5 N/A NOT USED - 7 N/A PRESSURE TREATED 29 BUCK P.T. *000 8 N/A NOT USED - 9 SRO-329 W000 GLASS STOP (UCB) - (64C) WESTERN PINE 10 GPO -134 W000 TOP RAIL - (6MC) WESTERN PINE 11 4/A 1/4" FRAME SH114 W000 12 GPO -1 C4 W000 10 1/4 BOTTOM RAIL - (BMC) WESTERN PINE 13 GPO -20 10 1/4" BOTTOM PAIL CLADDNG - (10MESH1ELD) ALL;MNUW 14 GPO -103 W000 BOTTOM RAIL - (6140) WESTERN PINE 15 GPO -106 W000 STILE - (ON C) WESTERN PINE 16 GPO -207 SIDE JANE CLADDING - .060 WALL (ANODIZING INC.) 6063 -13 ALUM 17 18 GPO -202 GPO-203 'OP RAIL CLADDING - (NOMESHIELO) BOTTOM RA4 CLAD01'•G - (HOME Si11EL0) A_LIMNL'14 ALUM/4LN 19 GPO -206 STILE CLADDING - (HOMESHIELD) ALUM /JUM 20 GPO -119 INTERIOR SIDE FILLER - (6MC) WESTERN PINE 21 GPJ -114 INTERIOR AFC STOP - (BMC) WESTERN PINE 22 GPO -2'2 EXTO4OA HEAD FILLER - 060 WALL (ANOOIZJNG ',NC.) 6053-'5 ALUM 23 GPO -217 STILE EDGE CLADOINC - (N61465H11 D1 ALUMINLM 24 GPO -118 INTERIOR SIB ]TCP - (BMC) wESTERN PINE 25 GPE -3C0 PULTRUDCO SILL 606 - (ADVANCED PEER PROOVCIS) hr 26 060 331 STA,TICN:ARY PAi..EL RISER - (AF'; a \C 27 GPO -111 SILL N EPT - (CC1'.NOLY) OAK 28 G.0- 110 nXED Putt_ FILER - (BMC) WESTERN PINE 2S G °D -2"1R1 tit Al) 1kAati - CSC WALL (ANODIZ'v2 INC.) 6363 - "5 ALI A 30 FILE -9000 ACT VI 1.!L'_'I- Pc. , APCW.NRE - (IKJFFE) STAINLESS STEEL 3 1 \/,\ NOT USE - 32 .`: /A ,'girt LV ID•L_L SEr & ESGUTCI-EON PLATE - (HOPPE) COATED SEE_ 33 N/A STRIKE PLLTE - (- :QPPE) COATED S 34 N/A SLAT :ON^RY PANEL CUP STEEL 35 , `A HEAD TRACK 0,4 DE POST - (gRA TOT) STEEL DAD= 5 5/32 SILL AS 0 N I-- 1.31 M I \ 1 --- 2 45/64 - - - -- PANEL BLOCK --- 1.80 -- p FRAME CLADDING r — .13 ----I .631-1-1- 63 � � O CORNER KEY 1 5 WOOD STILE 2 3/4 INTERIOR 5 DE FALLER O GLASS STOP (UCB) 44 3/4 f` `L 7/16 J 24 1NTERIOR SIDE STOP - 1 15/32 — 31/54 SILL INSERT 25/32 4 9/16 4.60 10 TOP RAIL r 4.57 7/15 G� I.NTER!OR HEAD STOP 41 / --I I. -- l 0 HEAD TRACK 0 R.25 35 DOOR GUIDE 1 3/32 J O WOOD JAMB (HEAD) TOP RAIL /STILE CLAD'D NC J L .44 T x- --_ ---�- 1 39/54 25/32 J ` , 2 17/32 � EXTER;CR �i 2J n r 3/32 7 r WOOD JAMB (SIDE) OPTIONAL BOTTOM RAIL (10.25) OPTIONAL BOTTOM RAIL (10.25) 6.57 13 15 JAMB FILLER 6.59 () BOTTOM RAIL 4 BOTTOM RAIL CLADDING 2,31 4 9/16 0 f } 0 34 STATIONARY PANEL CLIP >r 1 11/1 23 EDGE CLADDING e a 1- U 0 0 0 0! a z w 01 O 0_ S SCALE: N. T.S. CPAWINC NO: S -2335 LE 0 z DATE: 2/7/C3 DWG. BL T.J- R W O 0 6 or 7 .7 0 U >> tr: NOTE 1: WINDOW FRAMES/MULLION ANCHORAGE TO MAIN STRUCTURE SHALL BE IN STRICT ACCORDANCE WITH THE UNIT'S NOTICE OF ACCEPTANCE-REFER IQ PRODUCTS CONTROLS. NOTE 2 : ONLY THE OPENINGS THAT ARE IDENTIFIED WITH 1IIEId PRODUCTS CONTROL N.O.A. DESIGN PRESSURES, AND SIZE ARE PART OF THIS PERMIT. ALL OTHER OPENINGS ARE NOT PART OF THIS PERMIT. NOTE 3 : TIIE MAIN WIND FORCE RESISTING SYSTEM OF THE STRUCTURE(LE: BEAMS,COLUMNS,FRAMING,ETC.) SHALL BE DESIGNED TO WITHSTAND 'THE LOADS POSED BY THE GLAZING. NO CALCULATIONS HAVE BEEN PERFORMED TO VERIFY THEIR ADEQUACY. NOTE 4 : ALL EGRESS WINDOWS SHALL HAVE A SILL IIEIGITT NOT 'TO EXCEED 44" ABOVE THE FINISHED FLOOR "D1" 19 -1/8" X 38- 3/8 "(X) SERIES C -740 ALUMINUM CASEMENT WINDOW- IMPACT N.O.A. : 03- 0611.02 ZONE 5: +54.7 -73.2 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" ANN.GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER INTERIOR LITE : 1/8" H.S.GLASS 01) RIGHT ELEVATION "F" 33 -1/4" X 83 "(NOMINAL) SERIES 450 OUT SWING ALUMINUM STORE FRONT DOOR - IMPACT N.O.A.: 03- 0422.02 ZONE 5: +52.4 -68.6 GLAZING: 7/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE : 3/16" ANN. GLASS .090 PVB INTERLAYER INTERIOR LITE: 3/16" ANN.GLASS REVISION: g DATE: 12/15/05 SCALE: 3/16" = 1' DWG. BY: M.R.Z. JOB#: 405 3 of 6 NOTE 1: WINDOW FRAMES/MULLION ANCF.ORAGE TO MAIN STRUCTURE SHALL BE IN STRICT ACCORDANCE WITH THE UNIT'S NOTICE OF ACCEPTANCE -REFER TO PRODUCTS CONTROLS. NOTE 2 : ONLY THE OPENINGS THAT ARE IDENTIFD WITH T JIFI PRODUCTS CONTROL N.O.A. DESIGN PRESSURES, AND SIZE ARE PART OF THIS PERMIT. ALL OTHER OPENINGS ARE NOT PART OF THIS PERMIT. NOTE 3 : THE MAIN WIND FORCE RESISTING SYSTEM OF THE STRUCTURE(I.E: BEAMS,COLUMNS,FRAMING,ETC.) SHALL BE DESIGNED TO WITHSTAND THE LOADS POSED BY THE GLAZING. NO CALCULATIONS HAVE BEEN PERFORMED TO VERIFY 'THEIR ADEQUACY. NOTE 4 : ALL EGRESS WINDOWS SHALL HAVE A SILL HEIGHT NOT TO EXCEED 44" ABOVE TIIE FINISHED FLOOR (B) < i / 4 ) REAR ELEVATION "E" 96" X 89-1/2"(0X) SERIES " 8000" ALUMINUM SLIDING GLASS DOOR - L.M.I. N.O.A.: 04- 1020.02 ZONE 5: +52.4 -68.6 GLAZING: 9/16" LAMINATED IMPACT RESISTANT GLASS L.M.I. EXTERIOR LITE : 1/4" H.S. GLASS .075" VANCEVA COMPOSITE INTERLAYER INTERIOR LITE: 1/4" H.S.GLASS NOTE: 2 -1/4 "(MINIMUM) HIGH SILL RISER IS REQUIRED FOR THIS INSTALLATION. "B" 37" X 38- 3/8 "(X) SERIES C -740 ALUMINUM CASEMENT WINDOW - IMPACT N.O.A. : 03- 0611.02 ZONE 4: +54.7 -59.3 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" ANN.GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER INTERIOR LITE : 1/8" H.S.GLASS 3 ,_ 8 . 5 ,_ 8 . REVISION: J 0 DATE: 12/15/05 SCALE: 3/16" = BY: M.R.Z. JOB#: 405 4 of 6 J NOTE 1: WINDOW FRAMES/MULLION ANCHORAGE TO MAIN STRUCTURE SHALL BE IN STRICT ACCORDANCE WITH THE UNIT'S NOTICc ACCE? TANCE -REFER TO PRODUCTS CONTROLS. NOTE 2 : ONLY THE OPENINGS TIIAT ARE IDENTIF'_E1 WITH THEIR PRODUCTS CONTROL N.O.A. DESIGN PRESSURES, AND SIZE ARE PART OF THIS PERMIT. ALL OTHER OPENINGS ARE NOT PART OF THIS PERMIT. NOTE 3 : TIIE MAIN WIND FORCE RESISTING SYSTEM OF THE STRUCTURE(I.E: BEAMS,COLUMNS,FRAMING,ETC.) SHALL BE DESIGNED TO WITHSTAND THE LOADS POSED BY THE GLAZING. NO CALCULATIONS HAVE BEEN PERFORMED TO VERIFY THEIR ADEQUACY. NOTE 4 : ALL EGRESS WINDOWS SHALL HAVE A SILL HEIGHT NOT TO EXCEED 44" ABOVE THE FINISHED FLOOR BUILDING CONTINUES PARTIAL ELEVATION A -A "A" 37" X 50- 5/8 "(X) SERIES C -740 ALUMINUM CASEMENT WINDOW - IMPACT N.O.A. : 03- 0611.02 ZONE 4: +54.7 -59.3 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" H.S.GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER INTERIOR LITE : 1/8" H.S.GLASS REVISION: J 3 ELI 1 DATE: 12/15/05 SCALE: 3/16" = 1' DWG. BY: M.R.Z. JOB #: 405 6 of 6 NOTE 1: WINDOW FRAMES/MULLION ANCII3RAGE TO MEIN STRUCTURE SHALL BE IN STRICT ACCORDANCE WITII THE UNITS NOTICE OF ACCEPTANCE -REFER TO PRODUCTS CONTROLS. NOTE 2 : ONLY TIIE OPENINGS 'THAT ARE IDENTIFIED WTI H THEIR PRODUCTS CONTROL N.O.A. DESIGN PRESSURES, AND SIZE ARE, FART ON TiTIS PERM T. ALL OTHER OPENINGS ARE NO'T PART OF THIS PERMIT. NOTE 3 : THE MAIN WIND FORCE RESISTING SY3TEM OF .THE STRUCTURE(LE: BEAMS,COLUMNS,FRAM1NG,ETC.) SHALL BE DESIGNED TO WITII5TA•ID THE LOADS POSED BY THE GLAZING. NO CALCULATIONS HAVE BEEN PERFORMED TO VERIFY THEIR ADEQUACY. NOTE 4 : ALL EGRESS WINDOWS SHALL HAVE A SILL HEIGHT NO'T TO EXCEED 44" ABOVE 'THE FINISHED FLOOR < (EGRESS) T ,_ 3 , (D) LEFT ELEVATION "A" 37" X 50- 5/8 "(X) SERIES C -740 ALUMINUM CASEMENT WINDOW - IMPACT N.O.A. : 03- 0611.02 ZONE 4: +54.7 -59.3 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" H.S.GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER INTERIOR LITE : 1/8" H.S.GLASS "D" 19 -1/8" X 38- 3/8 "(X) SERIES C -740 ALUMINUM CASEMENT WINDOW - IMPACT N.O.A. : 03- 0611.02 ZONE 4: +54.7 -59.3 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" ANN.GLASS .090 SOLUTIA OR DUPONT PVB INTERLAYER INTERIOR LITE : 1/8" H.S.GLASS <A) 6 ,_ 4 ' REVISION: DATE: 12/15/05 SCALE: 3/16" = 1' DWG. BY: M.R.Z. JOB* 405 5 of 6 2 MATERIAL LIST ITEM PART # DESCRIPTION MATERIAL 36 N / A IMPACT RESISTANT LAMINATED GLASS - r— — - (uc Gr.EU. a.4P., At SKIT 2 37 N/A 0 -LON ADHEASNE WEATHERSTRIP (HEAD) - (SC)AE.kl, I POLY 36 N/A 0 -LON WEATHERSTRIP (SIDE) - (SCNLEGEL) POLY 39 AC -172 D8I CAP - (ANO0''<INC INC) 6063 -T5 ALUM. 4.0 N/A FOLDING NA!UNC FLAN - (A14 URY) POLY 41 N/A DOOR ROLLER SYSTEM - (TRUTH) SIttL 42 CPO -212 EXTERIOR SIDE FILLER - .060 WALL (ANODIZING INC.) 6063 -T5 ALUM. 43 GPO -302 INTERLOCK - (NTEK) PVC 44 N/A INTERLOCK WEATHERSTRIP - (SCI-8101) POLY 45 GPO -312 STATIONARY PANEL INTERLOCK BLOCK - (BRANDT) PVC 46 GPO -315 STATKONAAY PANEL INTERLOCK TOP BLOCK - (BRANOT) PVC 47 CP0- 309 OPERATING PANEL INTERLOCK BLOCK - (BRANCT) PVC 48 GPO- 320 OPERATING PANEL INTERLOCK TOP PAD - (DE/03Y) PVC 49 N/A TI4U^4BTURN (I'.OPPE) COATED STEEL 50 N/A /1 199 SEALA4T (cow CORNIN SEALANT 51 N/A WEATHERSTRIP ANGLE - w /WOOL PILE (ANODIZ,NC NC.) 6063 -T5 ALUM. 52 GPO -301 HEAD STOP ATTACHMENT STRIP - (NTEK) PVC 5.3 N/A STATIONARY PANEL RISER CA? - (3,PANDT) NYLON 54 N/A a x 2' P.H.F.-I. WOOD SCREW (CROWN FASTENERS) STEEL 55 N/A 1" x 7/32' CROWN 19 GA. STAPLE - ( STANLEY/ B0STX74) STEEL 56 N/A p6 x 1" P.H.F . -1. S /STL (CP0,9 FASTENERS) S 57 N/A #7 x 1" P.H.F,H. 'WOOD SCREW (CROWN FASTENERS) COATED STEEL 53 N/A #10 x 2 1/2" P.H.F.N. 'WOCO SCREW (CROWN FASTENERS) S 59 N/A #10 x 2 3/ P,H.F.H.'WOCO SCREW (CROWN FASTENERS) STEEL 60 '4 /A 3/16' x 2 -1 /2" TAPCO(x V4CHOP. STEEL 51 5, /.4 E x I 1/2" P,H. ".I -. ). 'TL. (CPC'4N FASTENERS) STEEL 62 `: /A t.5 x 1 1/2' P.H.P.H '900 SCREW (CROWN FASTENERS) STEEL 63 N/A 15 GA_ x 3/4" 4,9 SAIL - (STANLEY /BDST10 STEEL 64 N/A . 1/4" x '. /6' 051. 16 GA STAPLE - (STANLEY /BJ570D) STEEL 65 N/A 1 /4 x 1/8" C41); ! CA STAPLE - (STAN)LE /BOS - 1,7,1) STEEL 65 N/A #8 x I 2.- 1.P.H S /STL (CR0W')1 64 STEER. 67 5/4 1/2" x 4" :OWES (CHCA:_C DOWEL) WOOD 68 5/A 4" SILL PUMPER N'4.0N 69 9/A 4" HEAD) 3UMPER NYLON 70 N /.A STATONARY HEAD SUPPORT 61004 WES PINE 7 1 VA /? X 1" 4.1)1,F. H. S1.!. S. STEEL 72 9,, /6 X 3/ P.F H. 5.N.5. STEEL '.00 HEAT.; y`,! PER .37 {— II co 38 WEATHERSTRIP (SIDE) .40 t 4.00 44 INTERLOCK W/S .37 -i ()ADHESIVE W/S (HEAD) 1.24 INTERLOCK p S L_ B.JVPER 4.35 r 39 6.24 .48 41 DOOR ROLLER — 1.52 --i 1 1 39 OPTIONAL DRIPCAP — 1.15 I--- - 1.20 -1 J O l a 36� 122 45 INTERLOCK ELOCK (STA) -- 2.28 — -j 1 o 1 NTERLOCK BLOCK (CPR) o - ATTAC MENT STRIP .46 --1 43 -t-- 40 OPTIONAL NAILFIN ( 46 INTERLOCK BLOCK (TOP)(STA) r 59/54 _ 37/64 n I ` --- WOOL PILE 51 WEATHERSTRIP ANGLE — --1 .94 1— O N 1— 30 HARDWARE n 0 g O Z J 0 Qw Z O I ,, M 0 N ATEI 2/7/03 SCALE. N.T S 343. 3": °7HY,. 3Y: D NO.: 2 - 2335 SHEET 7 7 M I A M I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) PGT Industries 1070 Technology Drive Nokomis, FL 34274 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Iviialni Dade County) and/or the A1 (in areas other than Miami Dade County) leSCINC the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series C -740 Aluminum Casement Window - Impact APPROVAL DOCUNIENT: Drawing No. 7045 -8, titled "Aluminum Casement Window, Impact ", sheets 1 through 12 of 12, dated 12/17/02 with revision C dated 7/10/03, prepared by manufacturer, signed and sealed by Lucas A. Turner, P.E., bearing the Miami - Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERlMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement cf any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 02- 1224.02 consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. IA) (31(0 - �zv MIAMI - DADE COUNTY, FLORIDA ^1E ftto - DAT)€ FL A.C. LER Ft UTLPL",v 140 WEST FLAGLEP STREET, S'Jh'E 16e3 MIA'v±l, FLORIDA 331.30 -1 (303) 375 - 2901 FAX (305) 375 - 2908 NOA No 03. 0611.02 Expiration Date: May 22, 2008 Approval Date: October 9, 2003 ?age 1 NOTES: LARGE MISSILE WINDOWS 1. GLAZING OPTIONS: A. 5/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGT: GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR L'LPORiT PVB. B. 5/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS W/ AN .090 NNER LAYEP. OF SOLUTIA OR DUPONT PVB. C. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE CF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DLPONT PVB. D. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS W/ AN .090 INNER LAYER OF SOLUTIA OR DUPONT PVB. E. 13/16" I.G. GLASS COMPRISED OF (1) LITE OF 1/8" HEAT STRENGTHENED GLASS AND (1 ) 5/16" LAMINATED COMPONENT WITH A 3/8" AIR SPACE. 5/16" LAMINATED GLASS COMPRISED OF ;2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH AN .090 SOLUTIA OR DUPONT INNER LAYER. 2. CONFIGURATIONS: X, XX, XO, OX, XOX, 0 3. DESIGN PRESSURE RATINGS / COMPARATIVE ANALYSIS TABLES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY). B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 -98 (AND ASTM E 1300 -94 OUTSIDE MIAMI -DADE COUNTY). C. DESIGN PRESSURES UNDER 40 P.S.F. NOT APPLICABLE IN MIAMI -DADE COUNTY. D. FOR "X" CONFIGURATIONS SEE SHEET 4. E. FOR'XX "CONF1GU1r7ATION - S - SEE SHEET 4. F. FOR 4-2 4 "XOX" & "0" CONFIGURATIONS SEE SHEET 5. G. FOR : 3-4-4 "XOX" & "XO" OR "OX" CONFIGURATIONS SEE SHEET 6. H. FOR UNEQUAL LITE "XOX, "XO" & "OX" CONFIGURATIONS SEE SHEET 7. 4. ANCHORAGE: SINGLE ROW OF FASTENERS LOCATED AS FOLIZYNS: HEAD & SILL: MAX. 4" FROM CORNERS MAX. 4" & 7" ON EACH SIDE OF MEETING RAILS MAX. 14 1/2" SPACING ON VENTS MAX. 13" SPACING ON FIXED LITES (2) ANCHORS 3" APART AT MID -SPAN CN FIXED _ITE ONLY JAMBS: MAX. 4" FROM CORNERS MAX. 13" SPACING (2) ANCHORS 3" APART AT MID -SPAN NOTE: 1/4" TAPCCNS OR #14 SCREWS MAY EE USED AT THE ABOVE SPACING. SEE SHEETS 4, 5, 6 AND 7 FOR ALLOWABLE DESIGN PRESSURES IF USING 3/16" TAPCONS OR #12 SCREWS. 5. SHUTTER REQUIREMENT: NONE REQUIRED 6. NARROW JOINT SEALANT IS USED ON ALL FCUR CORNERS OF THE FRAME. 7. REFERENCE TEST REPORTS: FTL -3580, FTL -3582, FTL -3587 ANC FTL -3729 Revsd By. pats F.K. 3/17/03 Revsd By: Oats: F. K. 3/25/03 Rcvad By- Date. Drawn 9y F.K. ante' 12/17/02 Rersiars: A Re visions: B Re visions.• C Chocked dy REVISE ANCHORAGE NOTE 4 ADO 13/15" 1.G. & MOVE GLAZING DETAILS TO SHEET 2 NO CHANGE THIS SHEET Gala 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.J. BOX 1529 NOKOMIS, FL 34274 0 0 x CONFIGURATIONS OPTIONS 3 x 0 3 X G 0 0 x x x 0 UNEQUAL LITES 0 0 X X UNEQUAL LITES UNEQUAL LITES Viribly Better NOTES AND TABLE OF CONTENTS rv:re.• ALUMINUM CASEMENT WINDOW, IMPACT Sei'ee.Madet CA -740 NTS Sheet 1 a 12 ora wing No. NOA DRAWING TABLE OF CONTENTS SHEET NOTES GLAZING DETAILS ELEVATIONS 3-4 DESIGN PRESSURE TABLES 5-8 SECTIONS 9 CORNER CONSTRUCTION EXTRUSION PROFILES PARTS LIST ANCHORAGE 1 2 10 10-11 11 12 7045 -8 Rs, PRODUCT REVISED av complying To ith the Florida Raiding Code Acceptance No • 0,. E . (ration Date ■ /.`',dife4i • 3y_ Af.Z r.......:f%r Miami t "le Predact C i Dlrbi Luce° A. Turner. P.E. PE 458201 Mechanical OCp-4 2 2 1/8" ANNEALED GLASS Revsd By. Cate: F.K. 3/25 ffevsd Or Date: F.K 7/10!03 Rovod 8y Dew Drawn Sy F.K. Dee: 03/25/03 Re visions: B RevWuns: C Rev%sions Chorhod 8y 3/16" ANNEALED OR HEAT STRENGTHENED GLASS REDRAW GLAZING DETAILS 8 ADD 13/16" I.G. NO CHANGE THIS SHEET Date: .090 SOLUTIA OR 7i.;PONT PVE ,NNER LAYER H-- 1/8" HEAT STRENC-THENED GLASS .65" NOM. GLASS BITE 7/16" LAMINATED GLAZING DETAIL .C90 SOLUTIA OR DUPONT PVB INNER LAYER 3/16" H EAT STRENGTHENED GLASS 1070 TEGh-iNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS. FL 34274 1/8" HEAT STRENGTHENED GLASS .65" NOM. GLASS BITE t Visibly Vetter 13/16" I.G. GLAZING DETAIL 3/8" AIR SPACE Descriptan: GLAZING DETAILS Leo 13/16" ALUMINUM CASEMENT WINDOW, IMPACT :eries'hrodeh. Scnte: Stwvt Drawing No. CA -745 NTS 2 d 12 7045 -8 5116" LAMINATED COMPONENT 1/8" HEAT STRENGTHENED GLASS .090 SOLUTIA OR DUPONT PVB INNER LAYER 1/8" HEAT STRENGTHENED GLASS 46 .65" NOM. GLASS BITE PRODUCT REVISED cvtny:l itig ►Kith the Florida Uaidis:g Case Acccptnuce No Espiratioa Date Piodtaci Cotatrol de 7./04 j Lucas A. Turner, P.E. PE 458201 rite herrical 02 CENTERLINE 1 1 /2" - ANCHOR LOCATIONS (SEE SHEET 1, NOTE 4) SEE MID -SPAN ANCHOR DETAIL TYP. (2) 3 „ 13" MAX. O.C. 1 4" MAX. t 4" MAX. ANCHOR LOCATION TYP. MID -SPAN ANCHOR DETAIL (SEE SHT. 1 NOTE 4) SEE MID -SPAN ANCHOR DETAIL TYP. (2) 30" MAX. -- DAYLIGHT OPENING ANI�HOR LOCATION TYP. MEETING RAIL DETAIL (SEE S'FIT. 1 NO - E 4) 134" MAX. WIDTH 53" MAX. DAYLIGHT OPENING • O i f 1 13" MAX O.C. 60" MAX. FIXED i 1 1 DENOTES HINGE LOCATION AT HEAD & SILL OF "X" PANELS, TYPICAL. SEE HINGE DETAIL SHT. 4 SEE MID -SPAN ANCHOR DETAIL TYP. (2) 13" MAX. O.C. t 4" MAX. 4" MAX. 30" MAX. -•--- DAYLIGHT ---- OPENING 1 f I tww 56" MAX. DAYLIGHT OPENING 14 1/2" M AX. O.C. TYP. ELEVATION "B" - 63" HIGH "XX" (SEE SHEET 5 FOR PRESSURES) A NOTE: "X" PANEL MAY SWING IN EITHER DIRECTION 63" MAX. HEIGHT 1- • I -14 1/2" MAX. O.C. VENT HEAD & SILL ONLY SEE MEETING RAIL DETAIL TYP. (4) 74" MAX. WIDTH 0" MAX. --DAYLIGHT OPENING x SEE MEETING _RAIL -{5 ETAI L TYP. (2) ay 11 L:un Diti 56" MSC. DAYLIGHT OPENING 63" MAX. HEIGHT PRODUCT IIEVISED as cum pl)ingwith the Florida I3 uidiug C:f:ic Acceptance No E ,Won Date de Product Contrd �t 2 -740/0y Cate: 3/17!03 Gaffe: 3125/03 Raysd By: F.K. Rev9d By: F.K. Re vsd 9y. F.K. Craven Bp F .K. Da :c 7/10/03 Oafe- 12/17102 Ra y:clans! C Checked ey: REVISE ANCHORAGE CHANGE SHEET NO. REFERENCES ADD HINGE LOCATION DETAILS Dare: 37" MAX. VENT TYP. ELEVATION "A" - 63" HIGH "XOX" (SEE SHEETS 6 -8 FOR PRESSURES) "XX" & "XOX" ELEVATIONS 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.0. BOX 1529 NOKOMIS, FL 34274 Visibly Better ALUMINUM CASEMENT WINDOW, IMPACT CA -740 soab NTS Sheet: 3 d 12 Drawing No 7045 -8 Re, C Lucas A Turner. P.E. PE #58201 Mechanical D•swn By FK. Oster 7110ro3 Revisions: 8 Re v is ions r c REVISE ANCHORAGE CHANGE SHEET NO. REFERENCES ADO HINGE DETAIL 8 HINGE LOCATION NOTES Data: 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.U. SOX 1529 NOKOMIS, FL 34274 Visibly Better ALUMINUM CASEMENT WINDOW, IMPACT solrosT.todot Shoot CA -740 ► w _ a'2wk p rto 7045 -8 PRODUCT REVISED as compl $ with the Florid* Reding (* Avecplance No E- 'ration Di to ►n►rir. ' SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 13" MAX. O.C. 4" MAX. 14 1/2" MAX. O.C. ELEVATION "C " -72 HIGH "X" (SEE SHEET" 5 FOR PRESSURES) NOTE: 72" HEIGHT AVAILABLE WITH SINGLE VENT CONFIGURATION ONLY HINGE LOCATED APPROX. FLUSH AGAINST JAM, TYPICAL HEAD & SQL HINGE LOCATION DETAIL SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP. (2) 13" MAX. O,C. ® DENOTES KNGE LOCATION AT HEAL) $t SILL OF 'X" PANELS, TYPICAL. SEE HINGE DETAIL SHT. 4 — SEE MID -SPAN ANCHOR D `-IA IL \ SHT. TYP. (2) i 4" MAX. 4" MAX. J I-' __ 14 1/2" M �. C, ELEVATION "D" - 63" HIGH "X" (SEE SHEET 5 FOR PRESSURES) 30" MAX. 97 " MAX. WIDTH DAYLIGHT -p- OPENING SEE MID -SPAN ANCHOR DETAIL SHT. 3 TYP, (4) 13" MAX. O.C. ELEVATION "E" - 63" HIGH "O" (SEE SHEET 6 FOR PRESSURES) 37" MAX. VENT 60" MAX. FIXED ELEVATION "F" - 63" HIGH "XO" & "OX" UNEQUAL LITE (SEE SHEETS 7-8 FOR PRESSURES) 7 ®SG IP (IOIt' "X'; "O ; "XO & "OX" ELEVATIONS TiO4 31.000 NEG POS -90. i 0.0 i00 70.0 NEO POS -50.0 70.0 NEG -90.0 t -90.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -70.4 70.0 -60.4 60.4 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.7 70.0_-67.9 67.9 -59.0 59.0 -75.0 70.0 V -75.0 70.0 -75.0 70.0 -65.5 65.5 -75.0 70.0 -90.0 -90.0 -90.0 -90.0 70.0 70.0 70.0 70.0 -63.9 -90.0 -58.9 -90.0 -54.9 -75.0 -51.1 -75.0 " WIDTH 19.125 24.000 26.500 30.000 32.000 34.000 36.000 37.000 A B,E A B E A B E A B E A B E A B,E A B E A B E -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -75.0 -75.0 -75.0 26.000 N E P05 -90.0 70.0 -90.0 70.0 .9(1.0 -90.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 -75.0 -75.0 -75.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -90.0 -75.0 -75.0 -75.0 -75.0 -75.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 -75.0 70.0 70.0 70.0 70.0 70.0 :i6.UUV 38.375 43.000 POS PO 70.0 -90.0 70.0 -90.0 70.0 -90.0 ' 70.0 - 90.0 70.0 -90.0 70.0 -90.0 70.0 - 90.0 70.0 -90.0 70.0 - 90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -90.0 70.0 -87.4 70.0 -77.6 70.0 -90.0 70.0 -90.0 70.0 -86.3 70.0 -81.0 70.0 -71.1 70.0 -90.0 70.0 -90.0 70.0 -90.0 -79.9 -90.0 -90.0 -61.8 -90.0 -57.5 -75.0 -54.3 -75.0 -52.8 -75.0 48.000 54. NEG -90.0 -90.0 -90.0 -90.0 -75.4 -90.0 -90.0 -90.0 -90.0 -90.0 -83.6 -90.0 -68.4 70.0 70.0 70.0 70.0 70.0 70.0 68.4 70.0 61.8 70.0 57.5 70.0 54.3 70.0 52.8 50.625 NE PO -90.0 70.0 -90.0 70.0 -90.0 70.0 70.0 70.0 70.0 000 POS 70.0 70.0 70.0 70.0 70.0 70.0 63.9 70.0 58.9 70.0 54.9 70.0 51.1 70.0 -49.9 49.9 -60.0 -90.0 -56.1 -90.0 -51.8 -75.0 -47.9 -75.0 57. NEG -90.0 -90.0 -90.0 -90.0 -72.4 -90.0 000 POS 70.0 70.0 70.0 70.0 70.0 70.0 60. NEG -90.0 -90.0 -89.6 -90.0 -69.9 -90.0 63. NE -90.0 -90.0 -86.3 -90.0 -67.8 -90.0 000 POS 70.0 70.0 70.0 70.0 69.9 70.0 58.5 70.0 53.8 70.0 48.6 70.0 44.8 70.0 -56.2 -90.0 -50.4 -90.0 -45.2 -75.0 -42.2 -75.0 -53.4 -90.0 -47.7 -90.0 -42.4 -46.4 60.0 70.0 56.1 70.0 51.8 70.0 47.9 70.0 46.4 -58.5 -90.0 -53.8 -90.0 -48.6 -75.0 -44.8 -75.0 43.5 70.0 -41.1 -75.0 56.2 70.0 50.4 70.0 45.2 70.0 42.2 70.0 41.1 70.0 -75.0 -39.7 - 75.0 70.0 47.7 70.0 42.4 70.0 39.7 70.0 38.6 - 75.0 70.0 -38.6 100 66.000 POS NEG POS 70.0 -90.0 70.0 70.0 -90.0 70.0 70.0 -84.2 70.0 -90.0 67.8 -66.2 70.0 -90.0 53.4 69.000 NEG POS -90.0, 70.0 -90.0 70.0 70.0 70.0 66.2 70.0 70.0 70.0 65.0 70.0 72.000 NEG POS -90.0 70.0 -90.0 70.0 -83.2 -90.0 -65.0 -90.0 70.0 70.0 63.7 70.0 -51.3 51.3 -49.8 49.8 -48.3 48.3 -90.0 70.0 -90.0 70.0 -90.0 70.0 -45.6 45.6 -43.9 43.9 -42.2 42.2 -90.0 70.0 -87.8 70.0 -84.4 70.0 -81.7 -90.0 -63.7 -90.0 1711:47T1 . GLAZING OPTI5 TA5 /115" ! 1 8 "/A,.090, -43.5 70.0 -75.0 70.0 -75.0 70.0 -75.0 TABLE 2.(BASED ON 1/4" TAPCONS OR #14 SCREWS) X' WINDOWS GLAZING OPTION: C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS) TEST REPORTS: FTL -3580, FTL -3587 ALL "X" SIZES UP TO 37.000" WIDE x 63.000" HIGH AND ALL "X" SIZES UP TO 32.000" WIDE x 72.000" HIGH I -9076707 COMPARATIVE ANALYSIS TA BLE 3. BAS ED ON 1/4" TAPCONS OR #14 SCREWS 'XX" WINDOWS G OPTION: TEST REPORTS: FTL -3582 • 26.000 31.000 38.375'- �r= ono ►rr-� 43.000 WIDTH -75.0 • • -75.0 -75.0 -70.4 -67.9 70.0 70.0 67.9 -65.5 -60.4 -59.0 65.5 60.4 59.0 -61 -57.5 37.000 A 43.000 • -75.0 48.000 A -75.0 53.125 A -75.0 57.000 A -75.0 (ABLE 4.(BASED ON 1/4" TAPCONS OR #14 SCREWS) G Rersd By Oar` F.K. 3/77/03 Fcnd Ey. Oats F.K. 3125/03 Feved By, Dole F.K. 7/10/03 O'aun Ey. F.K. 12/17/02 LAZING OPTION: B. 5/16" LAMI (1/8 "HS,.090,1 /81H8) • Revisforyr A Revis‘ra: B Re v'slors. C Cl.ec. %ad By 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 36.000 POS NEG ® NEG -75.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -73.7 REVISE TABLES 1 ANO 3, GLASS TYPE A ADO GLASS TYPE E TO TABLES 1 & 4 NO CHANGE THIS SHEET Oe;e 70.0 POS 70.0 70.0 70.0 70.0 70.0 - S NEG -75.0 -75.0 -75.0 -75.0 -75.0 48.000 50.625 54.000 57.000 60.000 63.000 POS NEG P• NEG POS NEG 'OS NE POS NEG P•S'NEG POS 70.0 -75 0 70.0 -75.0 70.0 -7.0 70.0 -75.0 70.0 -75.0 70.0 46.0 70.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 70.0 -75.0 71.0 70.0 -75.0 70.0 70.0 -72.1 70.0 -69.5 70.0 . 5 FIT -74.4 -68.4 .8 -54.3 -52.8 1 070 TECHNOLOGY DRIVE NOKC AS, FL 34275 P.O. box 1529 NOKOM +S, FL 34274 70.0 68.4 57 61.8 5 54.3 52.8 "X" WINDOWS TEST REPORTS: = 3729 HEIGHT -75.0 70.0 -75.0 -69.6 ' 69.6 -65.2 -63.9 63.9 -60.0 - 58.9 58.9 -56.1 - 54.9 54.9 -51.8 -51.1 51.1 -47.9 1 9Jr6ly Berner 65.2 60.0 56.1 51.8 47.9 TABLE 5,(BASED ON 1/4" TAPCONS OR #14 SCREWS) "X X" WINDOWS GLAZING OPTION: C. 7/16" LAMI (3/16 "A,.090,3 /16 "HS)T REPORT: FTL -3580 ALL "XX" SIZES UP TO 74.000" WIDE x 63.000" HIGH _1 -53.8 53.8 -50.4 -44.8 44.8 -42.2 -49.9 49.9 -46.4 46.4 -43.5 43.5 -41.1 69.5 -67.5 67.5 60.8 -58.0 58.0 56.2 -53.4 50.4 -47.7 53.4 47.7 45.2 -42.4 42.4 42.2 -39.7 39.7 41.1 -38.6 38.6 TEST REPORTS: FTL -3582, FTL -3729 E. 13/16" LAMI (1/8 "HS,3 /8" SPACE,5 /16" LAMI -W/ 1/8 "HS,.090,1 /8 "HS) ALL "XX" SIZES UP TO 74.000" WIDE x 63.000" HIGH -757 70.0 x NOTE: IF USING 3/16" TAPCONS OR #12 SCREWS DESIGN PRESSURE FOR "XX" WINDOWS IS LIMITED TO 46.7 P.S.F oes_ti ., PRESSURES- X & XX CONFIG. WINDOWS ALUMINUM CASEMENT WINDOW, IMPACT 5. .esltcdes CA-740 NTS 5 ' 12 7045 -8 FROM:CT REVISED es corspij ifg H ilh the Florida i t:Lting Code A.cep.tnee No - - . E p'ra:3un Date ,vs. , • R y 1` . Dade Product Ceetro DivLy.rer ' - 7 /0 3 Lucas A. Turner, P.E. PE [#59201 hiccha . vica