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HomeMy WebLinkAboutWind Load Calculation Opening Anchor Unit No. Wall Size Shutter Shutter Shutter Storm Bars Spacing VERT/ Storm panel pressure W X H Width Height Span Req'd Top Bottom HORIZ Bolted Y/N 1 -33.2 74.75"x 80" 79.5" 80.375" 79.5" N/A 4"ox. N N 4"ox. 2 -33.2 74.5"x 80" 79.25" 80.375" 79.25" N/A 4"ox. N N 4"ox. 3A -35.4 37.5"x 38.375" 55.5" 55.5" N/A 911 O.C. N N 50.75" 12"ox. 36 -35.4 108.5"x 110.375" 55.5" 55.5" N/A 9"O.C. N N 50.75" 12"ox. 3C -35.4 37.5"x 38.375" 55.5" 55.5" N/A 911 O.C. N N 50.75" 12"ox.. 4 -35.0 53.25"x 60.5" 56.375" 60.5" N/A 12"ox. N N 50.5" 12"ox. 5 -36.3 27"x 38.5" 34.25" 44.375" 34.25" N/A 1211 ox. 12"o.c. N N 37.25"x 12"ox. 6 -35.7 50.5" 44.5" 56.375" 44.5" N/A 12"ox. N N 7 -34.2 74.5"x 50.5" 81.75" 56.375" 81.75" N/A 12"ox. 12"o.c. N N 8A -34.1 19"x 46.5" 20.375" 51.25" 51.25" N/A 9"O.C. N N 12"ox. 9"O.C. 813 -34.1 34"x 46.5" 38.375" 51.25" 51.25" N/AN N 12"ox. 8C -34.1 18.5"x 46.5" 9"20.375" 51.25" 51.25" N/A N N 12"o.c.ox. 9 -35.7 49.75"x 38" 50.375" 42.875" 42.875" N/A 12"ox. N N 12"ox. 10 -33.6 60"x 83.5" 62.375" 84.375" 84.375" N/A 12"ox. 12"o.c. N N 11 -35.8 37.25"x 44.5" 56.375" 44.5" N/A 12"ox. N N 50.5" 12"ox. 12 -35.7 37.25"x 44.5" 56.375" 44.5" N/A 12"ox. N N 50.5" 12"ox. 13 -36.3 19.25"x 26.5" 20.375" 26.5" N/A 12"ox. N N 17.25" 12"ox. 14 -35.7 37.25"x 44.5" 56.375" 44.5" N/A 12"ox. N N 50.5" 12"ox. 15 -33.3 73.25"x 77" 73.25" 74.375" 73.25" N/A 4"ox. N N 4"ox. F.. L `i z RECEIVED JUL 10 20113 ST. Wde County, Permitting `. castle • • , , Impact Windows FACTORY DIRECT SINCE 1.969 COMPLETE.HURRICANE PROTECTION SOLUTIONS 7089 HemstreetPlace West Palm Beach,FL33413 - 800.643.6379, Property Information Building Information Owner: MCFARLAND,RALPH Wind Zone: 160 MPH. Address: 2330 S ROCK DR Exposure Category: C MODEL LAND CO Minimum Building Dimension: 50 ft. FORT PIERCE,FL 34945 Mean Roof Height: 15 ft. IL Elk Risk Category: II Design Pressure Calculations Opening Location Device Device Device Max Positive Max Negative Number Zone Width(in) Height(in) Elevation(ft) Pressure(psf) Pressure(psf) 1 Int 74.75 80 7 30.4 -33.2 --.._...---.---._.._.._.........._....---......__.....__..................._...._.._..----._........_................_...--..._..---......._....................._....------._....._..................._......_........_----..._._.................__....�---._...----------- _ .-..__..._------- 2 Int 74.5 80 7 30.4 -33.2 _-�- 3_-- -- End - 195 50.75 7 ---_-_--- 28.7 -35.4 -- 4 Int -_-----53.25 ----------50.25------- 7------..----32.1 -_ - _35.0 ...........-_.._..._...-_......................_.._.._._..._..................................- -....._................................-_........-----..._......._.._.................... ----..........................._.._..._......_._.............................----...----.._...............---------------- _ 5 Int 27 38.5 7 33.5 -36.3 6 Int 37.25 50.5 7 32.9 -35.7 7 Int 74.5 50.5 7 31.4 -34.2 --- ---......._.._..-_......................_.....-----------._..................... -- ---._..................--.- -........................-----._...._..--- --.._--_........_..._....... 8 Int 84 46.5 7 31.3 -34.1 .............. ----- ....._..--- -.._._......_...._..------._._.......... --- -_.........--................_..._..._ ................_....-_...__......--........_.........._..- ------ -- ----- 9 Int 49.75 38 7 32.9 -35.7 - -- -- ........_...._...- - _ ....... ---------------------------------- --- - - ...----------------------------------------------.. - ------------- -- --------- 10 Int 60 83.5 7 30.8 -33.6 11 Int 37 50.5 7 32.9 -35.8 -- ---............_......----....--......- .._................_ ............. --.... -- --- -..._.._.....-------.........-...-.........-_�....... --- _ -_.... _... ---_ 12 Int 37.25 50.5 7 32.9 -35.7 13 Int 19.25 17.25 7 33.5 _ -36.3 --- --14 ------- Int_ -.-_ 37.25 --- 50.5 ------- 7 32.9_ _ _ -35.7_ ---15 --- Int -------73.25 � - - 77 ____--__-----7 ------ 30.5 - -- -33.3 RECEIVED JUL 10 2018 ST. Ducie County, permitting FILE C010iY Prepared in accordance with:ASCE 7-10,Chapter 30.Wind Loads-Components and Cladding.6th Edition(2017)Florida Building Code. Page 1 of 1