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HomeMy WebLinkAboutDESIGN PRESSURE CALCULATION:Phone 954-784-2941 . ; • 800-848-191.9 & TESTING'INC. Fax 9.54-784-7875 250 SW13th Ave Pompano Beach, FL 33069 • fed-eng:C0111 DATE:. :: 1/3/18 ' Job Order No::. R18.004 CLIENT: Cardinal Roofing & Siding 'ADDRESS: 1601 S.E. SouthNieirieyer Circle: Porn St. Lucie, FL: 34052 PROJECT:: :Dayton Residence Sloped Wood:Roof Deck: ADDRESS: 5,145 .Turtle Creek Place; Ft. Pierce. FL . ASCE. 7=10 DESIGN PRESSURE: CALCULATIONS In Accordance with Chapter 3.0,. Part I . :. Project Information: ; : Slo ed Wood Deck -: Main louse :. :Height _ ".20' ::. Exposure: •: C • ' Ultimate Windspeed::Vi,1e= 170 mph Length: 70' : ' Category: 'II is Windspeed: Vasd l32"mph - h s ��NCF� RS08A1TACHM _.'0 90 • Widt 0 ARET NERESP0NSI01t11y.*0F1HE.:?.: ... . �iiFikGiOR.QF Design Calculations:. :. city VeloPressure::'. ::q.' ::0:00256:*[(0.90)(1.0)(1..0)(132)?]:' 40.2 psf : ST. LUCTE :CP.U'TY BUIID iG I3I�T�S?�'1�I; . . RF..VIED :FOR C.AfiPLL�i'miCE Width of Pressure Coefficient:::' 0.1 50' Q' " AEVIE�VIJD BY THESE ('LAND• � , ,�t?05ED�' 0r}I�+. ' use:: 4.0 DATE. AflE.SUBJECT Y� �f�`f �tREC'Pi0i85 } SAND tiIIT MUST BE KEPT 4N.JD MRS'THAT ..: :: : • . . . . . . ldIADE: ..' Approximate Roof TrillAWWA-red. : <l OfL2 t a M 'IN�apyCTlO�t VYIL�. FE COMPLY Wi i n ,;,. M Nr. h i. ,s iaL9 CODES, Externai'Pres§ure Coefficient:• ;:.": Internal Pressure:Coefficients . 1) : GCP1 : 0,.9 :.:. 1)' . ' " GCPi' . 0.18: 3)GCP3 Design'Pressures:' 1) Field. ..Pl: - 40:2*(=0:0:=0:18)� . ` 43.5'.psf '...; .2). ;'Perimeter . ' :- :.::'.. ' : ',•P2 40.2*.(.-1.7;_:0:18).=-75..6 psf ' 3) :Corners : '....: P3 . _: 40;2*.(-2.6 = 0:1;8) = .=1:1�1.8 psf: py �• ':. :. MIAMMDADE Construction Mafe�'ial :American Concrete • . Miam,'i Dade,' : ..Florida 0ep,'rtment Engineering ;Council • , : : :: . ' : "Institute : " County :: of Transportation: