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13-339-006
DESIGN LOAD CAPACTfY - P8► IRNDOIF DINS. 1/6' ANN. MASS 3/18• ANN. OLBS spe 7w. Gum ANCHORS METHOD 'A' ANCHOR$ METHOD 'B' ANCHORS METHOD 'A' Moon METHOD 'B' ANCHORS ►9.."= 'B' WIDTH HEIGHT EIR.( +) 1M -) IXT.( +) IM.( -) E%T.( +) 1NT.( -) I EXT.( +) tNT.( -) EXT.( +) 1N7.( -) 19 -1/6" 26 -1/2' 3r 42- 1' 53 -1/8• 26' (3) 60.0 BOA 50.0 60.0 60: 121.6 00.0 125.0 80,0 210.0 80.0 80.0 60.0 80A 60.0 67.4 00.0 125.0 004 170.7 84.9 64.9 00.0 80.0 64.9 BCD 804 112.0 no 112.9 40.0 46.0 60.0 79.3 48.0 46.6 60.0 95.9 80.0 9&9 39.0 393 52.7 52.7 39.6 30.5 60.0 81.3 60.0 01.3 34.0 J4.9 36.8 36.0 34.9 34.9 60.0 71.9 no 71.9 10 -1 /8' 28"1/2- 37" 42' 40• 83 -1/8" 38 -3/0' (4) 60.0 80.0 804 80.0 60.0 100.9 00.0 1 125.0 60.0 210.0 80.0 79.3 60.0 80.0 60.0 79.3 60.0 12&0 80.0 183.1 56.5 sa's 60.0 76.0 6 &6 $6.5 60.0 lie's no 116.8 5" 50.0 663 60.3 60.0 no 00.0 102.9 OOA 102.9 37.0 37.0 374 37.0 43.6 43.8 e0.0 90.1 604 90.1 - - - - 30.0 30,8 60.0 81.4 1 60.0 81.4 19 -1/8• 20 -1/2' 37' 42• 48 53 -1/6• 50-6 /a• (4) 60.0 80,0 60.0 60A 80.0 03.3 60.0 120.0 MO 171a 80.1 60.1 60.0 80.0 no 00.1 00.0 123.7 80.0 123.7 43.1 43.1 50.0 64.0 43,1 43.1 e&o 80.8 no I 0.6 - - - 37.9 37.9 00.0 78.0 Boo 76.0 - - - - 33.2 33.2 00.0 663 60.0 00.3 - - - - 30.0 30.0 OOA 61.7 WA 61.7 19 -1/8' 26'1/2• 37' 42- 48" 59' (5) 00.0 80.0 60.0 80.0 80.0 69.3 00.0 126.0 004 187.8 00.0 841 60.0 80.0 00.0 64.5 50.0 125.0 60A 1316 461 482 47.9 47.9 40.2 46.2 80.0 95.0 800 95.0 - - - - 40.7 40.7 60.0 83.7 no 83.7 - - - - 35.6 35.0 80.0 73.2 60.0 7&2 32.2 32.2 00.0 044 80.0 86.2 19 -110' 26-1/2' 3r 42• 48• 53 -1/0" 63' (0) 60.0 80.0 80.0 80.0 80.0 100.4 80.0 125.0 80.0 2001 .0 72.5 00.0 70.7 00.0 72.5 60.0 125.0 60.0 149 0 47.0 47.0 47.0 47.0 51.9 51.9 60.0 07.6 60.0 1087 - - - - 43.7 45.7 no 8&1 60.0 931 - - - - 40.0 40.0 60.0 71.9 60.0 7 &8 - 38.1 36.1 60.0 62.7 60.0 664 19 -116" 25 -1 1Y sr 42' 46" 53 -1 /8' 74 -1/4• (0) BO.0 74.6 80.0 74.6 804 B&2 80.0 128.0 80.0 17 &2 80.0 61.0 1 60.0 64.1 no 011 00.0 113.4 60.0 126.8 - - 44.0 44.0 no 82.0 00.0 00.0 - - 361 30.0 60.0 741 80.0 701 - - 33.0 33.0 e0A 66.6 80.0 691 - 30.7 30.7 58.0 680 80.0 60.0 - -- IN 1•/1KGVImtZlb INU6;ATE NO. OF ANCHORS PER JAM& 1/4' DA, ANCHORS AT THIS LOCATION FOR UPPER HALF OF JAMBS X 16' OA RS T . ANCHO IS LOCATION FOR LOWER HALF OF JAMBS ANCHORS METHOD 'A' 1/4' 0K ANCHORS AT THIS LOCATION Am UPPER ! LOWER HALF OF JAMBS INDOW Mmi INDOW WIDTIf I JANDOW MM IYANDOW WIO APPROVED CONFIGURATIONS SHAPES SHOWN AD= OR SIMILAR ANN. SASS ' ANN. CLASS Taw. GIASS 9 1000 " IItODI1Cf itotmo =1p �IN"d o FW16e GLAZING OPTIONS _ 06 12.Dk 8y NOTE. MIAMI "60641 GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DE9-219 Z33 K� g � a r aS Il�n?I,I 610W7119 NO. W96 -38