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HomeMy WebLinkAboutAPPROVED, EngineeringA3,Z 114,uMAOLM L�.c�.4.��i�- aab 3 -egos EENGINESFANr. FIE CORPORATE OFFICE: 401 West Atlantic Ave., R10 #219 Delray Beach, FL 33444 (954) 354-0660 1 (866) 396-9999 TEAM @ ENGIN EERIN GEXPRESS. COM ENGIN EERINGEXPRESS.COM Wind Load Calculation ASCE 7-16 Ch 30 Wind Loads - Components & Cladding 7th Edition (2020) Florida Building Code Site Information- -- - Owner: Joy Jacobs Wind Speed (VULT): 170 MPH Exposure Category: D Velocity Pressure Coef. (Kh): 1.08 Directionality Factor (Kd): 0.85 Topographical Factor (Kzr): 1.0 Structure Information Risk Category: II Building Classification: Enclosed Int. Pressure Coef. (GCpi): 0.18 Mean Roof Height (h): 20 ft. Roof Slope (9): Sloped Roof Slope Coefficient (9c): 1.0 Min. Building Dim. (L): 3 ft. End Zone Distance (a): 3 ft. - - DesiLyn Wind Pressure (PMAx+. PMAX-)e.. ,h<_60 ftL Max Positive Pressure (PMAx+) PMAx+ = gh(6c GCppos + GCpi) PMAx+ = gh(6c GCppos + GCpi) Max Negative Pressure (PMAx-) PMAx- = gh(6c GCpne9 - GCpi) PMAx- = gh(6c GCpne9 - GCpi) Device Calculations: ASCE 7-16. ChaDter 30. All Subsections ASlze` Zorie Elevation (ft�. Area (ft�) (ftz) rGCp+ _. " GCP Y 1 36 x 50 Int 7 12.50 5.79 1.03 64.79 1.0 -1.1 47.5 -51.6 2 36 x 50 Int 7 12.50 5.79 1.03 64.79 1.0 -1.1 47.5 -51.6 5 71 x 50 Int 7 24.65 11.67 1.03 - 64.79 0.9 -1.0 45.4 49.5 6 60 x 79 Int 1 7 1 32.92 14.45 1.03 64.79 0.9 -1.0 1 44.5 -48.6 7 52 x 50 Int 1 7 1 18.06 1 6.26 1.03 64.79, 1.0 -1.1 11 46.4 -50.5 Prepared d In accordance with: ASCE 7-16. P T. THENPORMATION ISNTENDED TO PROVDEDESION PRESSURESFOR THEPURPOSEOFTHENSTALLATIDN OFGLAZ UNITS&OPENNG PROTECTION AS PROPOSED AND PROVIDED BY OTHERSNO CERTIFICATION,EDHEA EXPRESSED OR N.PLED.EOFFERED ASTOTHEVALIDRYOR APPLICABLRYOFMIYPROPOSED SYSTEM OR COMPONENTUSED ALONG WITH THESE Ch 30. Wind Loads Components & Cladding 7th Edition (2020) Florida Building Code Design Pressure ASD (allowable stress design) Wind Velocityis Vultimate NLT ( LMSWRRES. PRODUCTSSHALLSENSnLLLEDNWI STRICTACCORDANCEMV&DFLORDAPRODUCTAPPROVPLSANDMUSTMEETTHESEPREMRESFORTHEGNEIsQE 2. NO CERTIFICATION OR REVIEW ISOFFERED THATTHEPROPOSED UNBSMEETANYEGRESSREOUNEMEJTSALL EGRESSESVEs ARETO READDRESSED SYTHEPERMTITNG CONTRACTOR AND THELOCAL BULDNG OFFICIAL. 3. THEHOSTSTRUCTURECSASSUMED TO BEADEOUATETOWRHSTAND THELOADSNPOSED BYTHISDESDN ASWORKREPLACESEX6TNG FRAMNG.OR OPENNGSDESGNED AND CERTFED WAN ENGINEER OFRECORDIEORI.THECONTRACTORRULDNGOFFICIAL SHALL VERFYTHATTHESUBGMATEEXPOSEDDURING WORKESOUNDFOR NST&UTUNOFTHSsYsTEMLF DEFCENCESAREFOUND N THEDQ TNG HOSTSTRUCTURETHEENGNEER OR THEEOR SHALL BENOTFEU BEFORECONTNUNG CONSTRUCTION AND RESERVEBTHERIGHTTO RE NSPECTAND REEVALUATE DESIGN.NOWARRANTY.ERHER EXPRESSED OR "PLED. GCONTANED HEREIN. VA5D=5 It O.6 *VULT LI ( ) 4. DPAEJSIONSARESHOWNTOLLUSTRATEDESDNFORCESMDOTHER DESONCRRERIATHEYMAYVARYSLgHTLY,TOTHE EMEJT-THATTHEOEHJNGAREASNOTSMALLER THAN 5%OF - THEE4GNEERED DESIGN.CONTRACTOR ISTO VERIFY&L FIELD DF.IENSIONSPRIOR TO INSTALLATION. 02022 E-Tem eSI.CDIn - ^ ' - p RALDESGN/SSH LNDBMM&SAVESHMML S. ELCost DA AFFD®HERETG V&DATEESTRDDTD OWN ONLMATER F Rale ETHATWN O THESPECFICAMNeYCONTRACTO GNEER FOfl FBDAMM.FSNCL TE&FEDERL C DES&F LATEFEESREG OFTHISROM MATERIAL EAE ECTDN.BCONSMUCTCN PRACTCESBEYONO THATWHCH6 CALLED FOR BYLOC&.STATEBFm ER&CODES6FflOMDENl1TTUN THEPLM.-' -- - CALLED ID: odonnell-P14490 6. ENGNEERNGEXPRESSHASNOTV6REDTHrioBSRENFORMATDN CONTANEDHEREJ EB/SEDON CONTRACTOR SUPPLED DATAAND MEAMFIEMENTSENGNEERNG E(PRESSSHALL NOTBEHMDRESPONSELEORLWBIENMYWAYFORERRONMUSORNACCURATEDATAORMEASURWMTSWORKSHALLBEMDVFAFEDPRnRTOCONSTRUCTCN.ENGHEERNG n'r� �T 02/21/2022 Page 1 of 1 EXPRESSSH&LBENOTFEDAND GWEJ AN OPPORTUNBYTOR&EV&UATEOUR WORKUPON DECOVFRYOFMYNACCURATENFORMATION PRIOR TOMODFCATDN OFEMSMGFED L 7. IXCEPTASSWRESSLYPROVD HER N,NOAD DRON&CONDIMNSMDFABRrATIONMONSTALLATIONOFTCMTFOATIONSORMMMATIONSMENTEIDM. RECEIVED MAR 0 2 2022 St. Lucie County Permitting ic��i�i1T' [FLPE 8 00. T� FEE i Z W� w F � / �1ll/ti l li���e\