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HomeMy WebLinkAboutWindow Layout HARRINGTON 7844 SADDLEBROOK DR PSL,FL EXPOSURE C RF HGT 15 ZONE 4 #'s 1,2,3,7,8- PGT SH5500 VINYL SINGLE HUNG 25 1/4 X 49 3/8 8.31 SQ FT+37.9/-41.1 --- 17-0630.05 DP +50/-50 #'s-4,5- PGT SH5500 VINYL SINGLE HUNG #23#2235 3/4 X 48 1/811.95 SQ FT+37.9/-41.1 ........-.............. .__...._................}} 17-0630.05 DP +50/-50 #24 � #6- PGT AR5520 VINYL ARCHITECTURAL } #11 # 4# 6# 8 , 72 3/4 X 36 3/8 18.38 SQ FT+37.9/-41.1 170614_ � .09 DP +50/-50 # #10#13 #15.... f #'s 9,10122,23- PGT SH5500 VINYLL SINGLE HUNG ,a #19 #20#21 : ' 35 3/4 X 70 3/417.56 SQ FT=37.9/-41.1 17-0630.05 DP +50/-50 #8#7 #6 < �� �_ #11,24- PGT PW5520 VINYL PICTURE WINDOW 72 3/4 X 33 3/4 17.05 SQ FT+37.9/-41.1 #1 #2 }#3, #4#5 17-0614.09 DP #13,15,17- PGT SH5500 VINYL SINGLE HUNG 5500 1 GARAGE _ 52 X 80 3/4 29.16 SQ FT+36.3/-39.4 17-0630.05 DP +66/-66.50 #14,16,18,19,20,21- PGT AR5520 VINYL ARCHITECTURAL 52 X 26 9.39 SQ FT+37.9/-41.1 17-0614.09 DP +50/-50 WINDOW/DOOR SCHEDULE APPROX IMPACT PROTECTION ID OPENING ** NO SIZE DESIGNATIONI TYPE IMPACT NEW REMARKS GLASS EXISTING WXH SHUTTER SHUTTER 1 25'/.,X 49 3/8 PGT SH5500 SH X 17-0630.05 DP +50/-50 2 25'/X 49 3/8 PGT SH5500 SH X 17-0630.05 DP +50/-50 3 25'/4 X 49 3/8 PGT SH5500 SH X 17-0630.05 DP+50/-50 4 35'/X 48 118 PGT SH5500 SH X 17-0630. 5 DP+50/-50 5 35'/X 48118 PGT SH5500 SH X 17-0630.05 DP+501-50 6 72'/X 36 318 PGT SH5500 SH X 17-0614.09 DP+501-50 7 25'/X 49 3/8 PGT SH5500 SH X 17-0630.05 DP+50/-50 8 25'/X 49 3/8 PGT SH5500 SH X 17-0630.05 DP+50/-50 9 35'/4 X 70'/., PGT SH5500 SH X 17-0630.05 DP+50/-50 10 351/4 X 70'/. PGT SH5500 SH X 17-0630.05 DP+50/-50 11 721/4 X 33 PGT PW5520 FIXED X 17-061409 DP+Sa 50 12 13 52 X 80'/ PGT SH5500 SH X 17-0630.05 DP+65/-66.50 14 52 X 26 PGPAR5520 FIXED X 17-0614.09 DP+50/-50 15 52 X 80% PGT 5115500 SH X 17-0630.05 DP +65/-66.50 16 52X26 PGTAR5520 FIXED X 17-0614.09 DP +501-50 17 52 X 80'/ PGT SH5500 SH X 17-0630.05 DP +651-66.50 18 52 X 26 PGT AR5520 FIXED X 17-0614.09 DP +501-50 19 52 X 26 PGT AR5520 FIXED X 17-0614.09 DP+50/-50 20 52 x 26 PGT AR5520 FIXED X 17-0614.09 DP+50/-50 21 52 X 26 PGT AR5520 FIXED X 17-0614.09 DP+50/-50 22 35'/4 X 70 M PGT SH5500 SH X 17-0630.05 DP+50/-50 23 35'/4 X 70 1r PGT SH5500 SH X 17-0630.05 DP+50/-50 24 72'/.X'33'/ PGT PW5520 FIXED X 17-0614.09 DP+50/-50 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 gfthe 2010 FBCZResidential R301.2.1.2 TOTAL GLAZED OPENING AREA FOR STRUCTURE: 8.F. PERCENTAGE OF NEW GLAZED AREA: (TOTAL INSTALLED GLAZED AREA DIVIDED BY TOTAL GLAZED OPENINGS FOR STRt.CTURE) 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 T 0 FBC1 EXISTING BUILDING 606.4. **TYPE WINDOWS _SH—SINGLE HUNG AWN—AWNING SL—SLIDING DR—DOUBLE HUNG CAS—CASEMENT FIX—FIXED HARRINGTON 7844 SADDLEBROOK DR. PSL, FL Building height Zone 4 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 4 3.5 . 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 j 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 1 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 3 7.8 neg 31.4 33.5 35.1 36.4 37.7 38.7 39.7 40.5 41.3 , 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.LI HARRINGTON 7844 SADDLEBROOK DR. PSL,FL