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HomeMy WebLinkAboutPRESSURES PARADISE EXTERIORS "Building Our Quality Reputation One Customer At A Time" SCC131150472 [ _ Property Information Building Information Owner: HELEN SAPONARO Wind Zone: 170 MPH. Address: 3251 DOCKAGE WAY Exposure Category: C PALM CITY,FL 34990 Minimum Building Dimensions: 18 ft. Mean Roof Height: 20 ft. Risk Category: II Design Pressure Calculations Opening Location Device Device Device Max Positive Max Negative Number Zone Width(in} Height(in) Elevation(ft) Pressure(pst) Pressure(psf) - 1 End 54 75 7 37.5 -48.4 2 Int 54 75 7 37.5 -40.9 3 Int 38 75 7 38.4 -41.8 4 Int 38 75 7 38.4 -41.8 5 lilt 39 37 7 40.1 43.6 6 Int 39 37 7 40.1 -43.6 - 7 - - Int - 54 " 36 7 39.4 -42.8 _. ._ ........... _..... ._ ........ __..... .._ 8 End 54 36 7 39.4 -52.2 9 End 72 49 7 37.8 -49.1 - 10 End 72 49 7 37.8 -49.1 II End 72 49 7 37.8 -49.1 -...._............_....... ....-... ----- 12 Int 51 75 7 37.6 -41.0 .....__..._.-----_ _-- -------..___._.._......_..... 13 End 51 75 7 37.6 -48.7 14 End 65 80 7 36.8 -47.1 15 Int 71 46 7 38.0 -41.4 16 End 71 46 7 38.0 -49.5 _ ...._..__...._. ...................----- 17 Ead 93 79 7 35.9 -45.3 18 Int 36 75 7 38.5 -41.9 19 End 36 75 7 38.5 -50.5 20 End 54 75 7 37.5 -48.4 21 Int -- - 54 -- 75 7 37.5 -40.9 -22 End - 51 75 7 37.6 -48.7 23 End 36 75 7 38.5 -- - -50.5 24 - Int 36 75 7 38.5 -41.9 25 Int 51 37 _.--- 7 39.4 -42.9 Page I of 2 PARADISE EXTERIORS " Building Our Quality Reputation One Customer At A Time" SCC131150472 Property Information Building Information Owner: HELEN SAPONARO Wind Zone: 170 MPH, Address: 3251 DOCKAGE WAY Exposure Category: C PALM CITY , FL 34990 Minimum Building Dimension: 18 ft. Mean Roof height: 20 ft. Risk Category: 11 Design Pressure Calculations O enin Location Dewce Device Device Max PositrveIF Max Negative N 113cr Zone_ Width (in) Height (in) Elevation (ft) Pressure (pst) Pressure (psf) 26 Int 51 37 7 39A 42.9 27 End 30 61 7 39 .5 -52. 5 28 End 31 61 7 39.4 -52. 3 29 End 47 61 7 38A -50.2 30 End 46 61 7 38.4 -50. 3 31 Int 70 79 7 36. 6 -40.0 32 glt 70 79 7 36.6 -40.0 33 Int 51 75 7 37 .6 -41 .0 34 Int 51 75 7 37 .6 -41 . 0 35 End 51 75 7 37. 6 -48.7 36 End 51 24 7 40.2 -53 . 8 37 End 31 79 7 38 .8 -51 .0 38 End 31 79 7 38 .8 -51 .0 39 End 72 24 7 39 .7 -52. 8 40 End 35 75 7 38 .6 -50, 6 41 Int 35 75 7 38. 6 -4240 42 Int 46 61 7 38A -41 . 8 Prepared in accordance with: ASCE 7-16, Chapler 30. Wind Load - Components and Cladding. 71h Edition (2020) Florida Building Code. Page 2 of 2