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HomeMy WebLinkAboutWIND LOAD CALCULATIONSCON ULT(K LLC 14359 Miramar Pkwy #327 Miramar, FL 33027 Tel 954.668.3984 Wind Load Calculations for Components and Cladding SCANNED BY St. Lucie County r Name: Jaques Beamer Address 5209 Palmetto Ave Apt # City Ft. Pierce V l State FL Zip code 34982 0 PY 151M E %W; I DESIGN CRITERIA P=qZ{(Gcp)-(Gcpi)} qz=0.00256KZ Kt Kd V2 I Dimensions iWindow eight = 3 ft idth = 3 ft f. area = 9 ftZ Zone= 5 End Zone �posure = B V = 140 MPH qZ = 29.85 psf KZ = 0.7 i KZt = 1 Topographic factor Kd = 0.85 I 1 Importance factor Gcp (+)= 1 Gip (-)_ -1.1 .cpi (+/-)= 0.18 RESULTS Property Dimensions Height = 15 Width = 56 Negative Pressure Positive pressure P =-38.214 psf 35.2286 psf Notes;i Design is in accordance with ASCE 7-05 and the 2007 Florida Building code witt 2009'supplements. Results are not valid for use unless approved via original signature and raised engineer seal of a PE from DDSM Consulting LLC. Results are based on contr' for supplied data and shall be field verified by others prior to use. Selection & installation of products shall be approved using these dimensions and pressures as verified by others. VALID ONLY WITH RAISED ENGINEERS SEAL.- DATE Dario A. Herrero PE PE FL 67796 A CON U TWq, LLC 4 14359 Miramar Pkwy #327 Miramar, FL 33027 Tel 954.668.3984 Wind Load Calculations for Components and Cladding 'ner Name: Jaques Beamer Address 5209 Palmetto Ave Apt # City Ft. Pierce State FL Zip code 34982 DESIGN CRITERIA P=qZ{(GAP)-(Gcpi)} qZ 0.00256Kz KZt Kd VZ 1 Window Dimensions eight = 8.00 ft didth = 6.75 ft f. area = 54.00 ftZ ?one= 5 End Zone iosure = B V = 140 MPH qZ = 29.85 psf KZ = 0.7 KZt = 1 Topographic factor Kd = 0.85 I 1 Importance factor 3CP (+)= 0.87 3Cp (-)_ -0.97 ,pi (+/-)= 0.18 RESULTS Negative Pressure P =-34.3329 psf Property Dimensions Height = 15 Width = 56 Positive pressure 31.3475 psf Notesi� Design is in accordance with ASCE 7-05 and the 2007 Florida Building code with 2009 'upplements. Results are not valid for use unless approved via original signature and r ised engineer seal of a PE from DDSM Consulting LLC. Results are based on contractor supplied data and shall be field verified by others prior to use. Selection & install 'tion of products shall be approved using these dimensions and pressures as verified by others. VALID ONLY WITH RAISED ENGINEERS SEAL . DATE ©), Dario A. Herrero PE PE FL 67796 14359 Miramar Pkwy #327 Miramar, FL 33027 Tel 954.668.3984 Wind Load Calculations for Components and Cladding r Name: Jaques Beamer Address 5209 Palmetto Ave Apt # City Ft. Pierce State FL Zip code 34982 DESIGN CRITERIA P=gZ{(GcP)-(GAP;)} qZ=0.00256KZ KZt Kd VZ 1 Window Dimensions Height = 4.91667 ft idth = 6.75 ft e f. area = 33.1875 ft' Zone= 5 End Zone E posure = B V = 140 MPH qZ = 29.85 psf KZ = 0.7 KZt = 1 Topographic factor Kd = 0.85 I cP (+)= 1 Importance factor 0.91 ji GCP (-)_ -1.01 G l of (+/-)= 0.18 i RESULTS Property Dimensions Height = 15 Width = 56 Negative Pressure Positive pressure P =-35.5271 psf 32.5416 psf Notes 1Design is in accordance with ASCE 7-05 and the 2007 Florida Building code with 2009 upplements. Results are not valid for use unless approved via original signature and r ised engineer seal of a PE from DDSM Consulting LLC. Results are based on contr ctor supplied data and shall be field verified by others prior to use. Selection & install pion of products shall be approved using these dimensions and pressures as verified by others. VALID ONLY WITH RAISED ENGINEERS SEAL v DATE Dario A. Herr&ro PE �.. -'PE FL 67796 N.,,6H CONMTWq� LLC 14359 Miramar Pkwy #327 Miramar, FL 33027 Tel 954.668.3984 Wind Load Calculations for Components and Cladding her Name: Jaques Beamer Address 5209 Palmetto Ave Apt # City Ft. Pierce State FL Zip code 34982 DESIGN CRITERIA P=gj(Gcp)-(G.P;)} q0.00256KZ KZt Kd V2 Z I Window Dimensions eight = 3.33 ft Vidth = 5.00 ft F. area = 16.67 ft2 Zone= 5 End Zone IJosure = B V = 140 MPH qZ = 29.85 psf KZ = 0.7 KZt = 1 Topographic factor Kd = 0.85 I 1 Importance factor 3CP (+)= 0.96 i JCP -1.06 MI (+�-)= 0.18 RESULTS Property Dimensions Height = 15 Width = 56 Negative Pressure Positive pressure P =-37.0199 psf 34.0344 psf Notes II Design is in accordance with ASCE 7-05 and the 2007 Florida Building code with 2009 �1 pplements. Results are not valid for use unless approved via original signature and raiIsed engineer seal of a PE from DDSM Consulting LLC. Results are based on contr Ictor supplied data and shall be field verified by others prior to use. Selection & install 3tion of products shall be approved using these dimensions and pressures as verifie,o by others. VALID ONLY WITH RAISED ENGINEERS SEAL � u DATE Dario A. Herrero PE PE FL 67796