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HomeMy WebLinkAboutDrawing/Product Information WILSON 9415 S. OCEAN DRIVE #12 JENSEN BEACH, FL EXPOSURE C RF .HGT 25 ZONE 4 #1- CGI SERIES 150 2 PANEL SLIDING GLASS DOOR 95 X 79.5 52.45 SQ FT +39.4/-41.4 17-1218.20 .DP +60/-60 • #1 i . WINDOW/DOOR SCHEDULE • APPROX IMPACT PROTECTION ID OPENING ** NO SIZE DESIGNATION TYPE IMPACT NEW REMARKS GLASS EXISTING (WXI) SHUTTER SHUTTER 1 95 X 79.5 CG[SERIES 15 z SL X 17-1218.20 DP+60/-60 PAWL 2 3 • 4 5 6 7 8 9 10 11 12 13 14 15 16 I • 17 18 19 20 21 22 23 • 24 25 26 27 28 29 • 30 31 32 33 *Window Replacement using existing shutters to comply with impact protection will require the existing shutters to meet the requirements of the 2010 FBCIResidential R301.2.1.2 TOTAL GLAZED OPENING AREA FOR 8TRUCTURE: 8.F. PERCENTAGE OF NEW GLAZED AREA: (TOTAL INSTALLED GLAZED AREA DIVIDED BY TOTAL GLAZED OPENINGS FOR STRUCTURE) NOTE:The replacement of more than 25 of the aggregate area of exterior glazing(windows&doors)in one&two family dwellings within a 12 month period will require impact protection on all proposed glazed opening replacement(approved shutters or impact resistant glazing)as per 20 I 0 FBCI EXISTING BUILDING 606.4. **TYPE WINDOWS _SH—SNGLEHUNG AWN—AWNING SL—SLIDING DR—DOUBLE HUNG CAS—CASEMENT FIX—FIXED WILSON 9415 S. OCEAN DRIVE#12 JENSEN BEACH,FL Building height Zone 4 Area 15 20 25 30 35 40 45 50 1 55 60 10 pos 37.9 40.4 42.3 43.8 45.4 46.7 47.9 48.9 49.8 50.7 'I neg 41.1 43.8 45.9 47.5 49.2 50.6 - 52 53 54 55 20 pos 36.3 38.7 40.5 42 43.5 44.7 45.9 46.8 47.7 48.6 neg 39.4 42 44 45.6 47.2 48.5 49.8 50.8 51.8 52.8 50 pos 35.4 37.7 39.4 40.9 42.4 43.5 . 44.7 45.6 46.5 47.3 neg 37.1 39.6 41.4 42.9 44.5 45.7 46.9 47.8 48.7 49.7 \100 pas 32.2 34.4 36 37.3 38.6 39.7 40.8 41.6 42.4 43.2 neg 35:4 37.8 39.5 41 42.5 43.6 44.8 45.7 46.6 47.4 500 pas 28.2 30.1 31.5 32.7 33.8 34.8 35.7 36.4 37.1 37.8 neg 31.4 33.5 35.1 36.4 37.7 38.7 40.5 39.7 41.3 42.1 Building height End zone 5 15 20 25 30 35 40 45 50 55 60 10 pas. 37.9 40.4 42.3 43.8 45.4 46.7 47.9 48.9 49.8 50.7 neg 50.7 54.1 56.6 58.7 60.8 62.5 64.2 65.4 66.7 67.9 20 pos 36.3 38.7 40.5 42 43.5 44.7 45.9 46.8 47.7 48.6 neg 47.3 50.5 52.8 54.8 56.7 58.3 59.8 61 62.2 63.4 50 pos 35.4 37.7 I 39.4 40.9 42.4 43.5 44.7 45.6 46.5 47.3 neg 42.8 45.6 47.7 49.5 51.2 52.7 54.1 55.1 56.2 57.3 100 pos 32.2 34.4 1 36 37.3 38.6 39.7 40.8 41.6 42.4 43.2 neg 39.4 42 44 45.6 47.2 48.5 49.8 50.8 51.8 52.8 500 pos 28.2 30.1 31.5 32.7 33.8 34.8 35.7 36.4 37.1 37.8 neg 31.4 33.5 35.1 36.4 37.7 38.7 39.7 40.5 41.3 I 42.1 Wind design Pressure Chart for structures subject to Florida Residential Code 170 mph exposure C Wall component and Cladding pressures from Table R302.2(2)modified by adjustment factors from R301.1(3). Converted to Vasd according to R302..1.2.1.1 WILSON 9415 S OCEAN DRIVE#12 JENSEN BEACH,FL