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HomeMy WebLinkAboutProduct Approval Building height Zone 4 I Area 15 20 25 30 35 40 45 50 55 60 10 pos 37.9 40.4 42.3 43.8 45.4 46.7 47.9 48.9 49.8 50.7 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 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 PIERSON2241 NW SEAGRASS DR.PALM CITY,FL WINDOW/DOOR SCHEDULE APPROX IGNATION IMPACT PROTECTION ID OPENING ** DESIGNATION IMPACT NEW * REMARKS NO SIZE TYPE GLASS EXISTING (WXH) SHUTTER SHUTTER 1 24 X 24 CGI SERIES 130 FIXED X 17-0918.07 DP +80/-80 2 35.5 X 61.25 CGI SERIES 110 SH X 17-1018.08 DP +75/-75 3 35.5 X 61.25 CGI SERIES 110 SH X 17-1018.08 DP +75/-75 4 35.5 X 61.25 CGI SERIES 110 SH X 17-1018.08 DP +75/-75 5 35.5 X 61.25 CGI SERIES 110 SH X 17-1018.08 DP +75/-75 6 35.5 X 61.25 CGI SERIES 110 SH X 17-1018.08 DP +75/-75 7 35.5 X 61.25 CGI SERIES 110 SH X 17-1018.08 DP +75/-75 8 36 X 37 CGI SERIES 110 SH X 17-1018.08 DP +75/-75 9 25.5 X 49 CGI SERIES 110 SH X 17-1018.08 DP +75/-75 10 XXXXXX XXXXXXXXXX XXXX XXXXXXXXXXXXXXXX 11 35.75 X 70.50 CGI SERIES 110 SH X 17-1018.08 DP +75/-75 12 35.75 X 70.50 CGI SERIES 110 SH X 17-1018.08 DP +75/-75 13 35.75 X 70.50 CGI SERIES 110 SH X 17-1018.08 DP +75/-75 14 35.75 X 70.50 CGI SERIES 110 SH X 17-1018.08 DP +75/-75 15 XXXXXX XXXXXXXXX XXX XXXXXXXXXXXXXXXXX 16 XXXXXX XXXXXXXXX XXX XXXXXXXXXXXXXXXXX 17 XXXXXXX XXXXXXXXX XXX XXXXXXXXXXXXXXXX 18 XXXXXXX XXXXXXXXX XXX XXXXXXXXXXXXXXXXX 19 XXXXX XXXXXX XXX XXXXXXXXXXXXXXXXXXX 20 XXXXXX XXXXX XXX XXXXXXXXXXXXXXXXXXXX 21 35.75 X 70.50 CGI SERIES 110 SH X 17-1018.08 DP +75/-75 22 35.75 X 70.50 CGI SERIES 110 SH X 17-1018.08 DP +75/-75 23 24 X 24 CGI SERIES 130 FIXED X 17-0918.07 DP +80/-80 24 25 X 70.50 CHI SERIES 110 SH X 17-0918.07 DP +80/-80 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 FBClResidential 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 – SINGLE HUNG AWN – AWNING SL – SLIDING DR – DOUBLE HUNG CAS – CASEMENT FIX – FIXED PIERSON 2241 NW SEAGLASS DRIVE PALM CITY, FL