The URL can be used to link to this page

Home My WebLink Aboutdrawing KELLENBERGER 13521 S INDIAN RIVER DRIVE #1005 JENSEN BEACH,FL EXPOSURE C RF HGT 30 ZONE 4 #1 #1- PGT SGD770 SLIDING GLASS DOOR E 106 1/8X 80 58.96 SQ FT +48.5/-50.9 s 17-0420. 12 DP +60/-60 i 9 I t kd E E t (r I i WINDOW/DOOR SCHEDULE APPROX IMPACT PROTECTION ID OPENING ** NO SIZE DESIGNATION TYPE IMPACT NEW REMARKS GLASS EXISTING WXH SHUTTER SHUTTER 1 1061/8 x 80 PGT SGD770 SL X 17-0420.12 DP+60/-60 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 *Window Replacement using existing shutters to comply with impact protection will require the existing shutters to meet the requirements of the 2010 FBC1Residential 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 10 FBC1 EXISTING BUILDING 606.4. **TYPE WINDOWS _SH—SINGLE HUNG AWN—AWNING SL—SLIDING DR—DOUBLE HUNG CAS—CASEMENT FIX—FIXED KELLENBERGER 13521 S INDIAN RIVER DRIVE#1005 JENSEN BEACHYL Building height Zone 4 Area 15 20 25 30 35 40 45 50 55 60 10 pos 46 48.5 50.4 52 53.2 54.5 55.7 56.7 57.6 58.6 neg 49.9 52.6 54.7 56.4 57.7 59.1 60.4 61.5 62.5 63.5 20 pos 44.1 46.5 48.3 49.8 51 52.2 53.4 54.3 55.2 56.1 neg 47.9 50.5 52.5 54.1 55.4 1 56.7 58 59 60 60.9 50 pcs 1 43 45.3 1 47 48.5 49.7 50.8 1 52 52.9 1 53.8 54.6 neg 45.1 47.5 49.4 50.9 52.1 53.3 54.6 55.5 56.4 57.3 100 pos 39.2 41.3 42.9 44.2 45.3 46.4 47.4 48.2 49 49.8 neg 43 45.4 47.1 48.6 49.8 50.9 52.1 53 53.9 54.8 500 pos 34.3 36.2 37.6 38.7 39.7 40.6 41.5 42.2 42.9 43.6 neg 38.2 40.3 1 41.8 43.1 44.2 45.2 46.2 47 47.8 48.6 Building height End zone 5 15 20 25 30 35 40 45 50 55 60 10 pos. 46 48.5 50.4 52 53.2 54.5 55.7 56.7 57.6 58.6 neg 61.7 65 67.5 69.6 71.3 73 74.7 75.9 77.2 78.4 20 pos 44.1 46.5 48.3 49.8 51 52.2 53.4 54.3 55.2 56.1 neg 57.5 60.6 63 64.9 66.5 68.1 69.6 70.8 72 73.2 50 pos 43 45.3 47 48.5 49.7 50.8 52 52.9 53.8 54.6 neg 51.9 54.8 56.9 58.7 60.1 61.5 62.9 64 65 66 100 pos 39.2 41.3 42.9 44.2 45.3 46.4 47.4 48.2 49 49.8 neg 47.9 50.5 52.5 54.1 55.4 56.7 58 59 59.9 60.9 500 pos 34.3 36.2 37.6 38.7 39.7 40.6 41.5 42.2 42.9 43.6 neg 38.2 40.3 41.8 43.1 44.2 45.2 46.2 47 47.8 48.6 Wind design Pressure Chart for structures subject to Florida Residential Code 170 mph exposure D 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 KELLENBERGER 13521 S INDIAN RIVER DRIVE #1005 JENSEN BEACH,FL