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HomeMy WebLinkAboutAPPROVED Calculations JUAN PABLO CALDERON RESIDENCE 4100 N. HIGHWAY A1A UNIT #334 HUTCHINSON ISLAND, FLORIDA 34949 PROJECT # 21-291 05/28/2021 PREPARED BY: JA DLG ENGINEERING, INC. 5825 SUNSET DRIVE | SUITE 300 SOUTH MIAMI, FLORIDA 33181 PHONE (305) 665-9089 FAX (305) 665-4672 CA # 0028476 ______________________________ WIMAL SUARIS, P.E. P.E. # 37369 TABLE OF CONTENTS DIPLOMAT 111/2012 TABLE OF CONTENTS 05/28/2021 DESIGN CRITERIA DC-1 WIND ANALYSIS WL-1 THRU WL-2 SERIES “EL400” ALUMINUM SLIDING GLASS PA-01 DOOR – LMI SERIES ES-EL100 ALUMINUM SINGLE HUNG PA-02 WINDOW – LMI SERIES ES-EL300 ALUMINUM OUTSWING PA-03 ENTRANCE DOOR – LMI CLIPPED, EXTRUDED ALUMINUM TUBE PA-04 MULLION – LMI COMPARATIVE ANALYSIS CA-1 **ENGINEERS SEAL COVERS SHEETS: DC-1, WL-1 THRU WL-2 AND CA-1 ______________________________ WIMAL SUARIS, P.E. P.E. # 37369369 DC-1 DESIGN CRITERIA JUAN PABLO CALDERON RESIDENCE 05/28/2021 2020 FLORIDA BUILDING CODE ASCE 7-16 DEFLECTION LIMIT = L/180 IN. ALLOWABLE STRESS OF ALUM WAS CHECKED W/O STRESS INCREASE OF 1/3: ALUMUNIM: (PER SPEC 2 ALUM DESIGN MANUAL): ALLOWABLE BENDING STRESS (Fb) (6063-T6) = 15000 PSI ANCHORS WERE CHECKED W/O THE 1/3 INCREASE ALL GLASS TO BE AS NOTED AND SPECIFIED ON PRODUCT APPROVALS (NOA) IMPACT RESISTANT GLAZING: LARGE MISSILE: UP TO 30 FT. ABOVE GRADE SMALL MISSILE: ABOVE 30 FT. OF GRADE SHOP DRAWINGS CHECKED FOR STRUCTURAL REQUIREMENTS ONLY DLGE WILL NOT PROVIDE A STATEMENT OF INSPECTION OR LETTER OF COMPLIANCE UNLESS CALLED PRIOR TO INSTALLATION X Y Kzh =1.18 Kzh =1.18 Wind Speed 160 mph Kzt =1.00 Kzt =1.00 Exposure D Flat Unobstructed Areas Kd =0.85 Kd =0.85 Risk Category II All Buildings except I, III & IV V =160 mph V =160 mph Building Width (ft)91 ft. Building Length (ft)139 ft.qZ =65.82 x Kz psf qZ =65.82 x Kz psf Building Height (ft)57 ft.KH =1.30 KH =1.30 Roof Slope [Deg] :0 °< or = to 10 degrees qH =72.39 psf qH =72.39 psf Building Natural Freq.1.3 1/sec.Rigid Structure a =9.10 ft.a =9.10 ft. Critical Damping Ratio 1.0 % Gust Factor x, y 0.880 0.873 Enclosure Clasification Enclosed Enclosed GCpi 0.18 +/- Region Type Hurricane Prone Importance Factor 1 DLGE-21-291 Date : Directionality Factor [ Kd ]0.85 Prepared by :JA INPUT PAGE FOR COMPONENTS & CLADDING LOADS DLG Engineering, Inc. 5825 Sunset Dr | Suite 300 South Miami, Florida 33143 P: (305) 665-9089 F: (305) 665-4672 Project : Project # : Wind Loads Per ASCE 7-16 Juan Pablo Calderon 05/26/21 Occupancy Category II Occupancy Category II 4100 N. Highway A1A Hutchinson Island, FL 33949 WL-1 Impact Protection :Yes Gcpi = +/-0.18 Project :V [mph] :160 Kzt :1 Roof Slope [Deg.] :0 < or = to 10 degrees Project # :DLGE-21-291 Exposure:D qh :72.39 Roof Height [ ft] :57 ft w/h =1.60 Date :Import. :1 a [ft.] :9.1 Kh @ Roof :1.30 Min. W =91 Done by :Kd :0.85 Type :Enclosed1 ( + ) ve ( - ) ve ( + ) ve ( - ) ve ( + ) Ult ( + ) Allow ( - ) Ult ( - ) Allow ( + ) Ult ( + ) Allow ( - ) Ult ( - ) Allow 10 0.90 0.99 0.90 1.26 1.30 78.2 46.9 84.7 50.8 78.2 46.9 104.2 62.5 15 0.87 0.96 0.87 1.20 1.30 76.2 45.7 82.7 49.6 76.2 45.7 100.2 60.1 20 0.85 0.94 0.85 1.16 1.30 74.7 44.8 81.2 48.7 74.7 44.8 97.3 58.4 25 0.84 0.93 0.84 1.13 1.30 73.6 44.2 80.1 48.1 73.6 44.2 95.1 57.0 30 0.82 0.91 0.82 1.11 1.30 72.7 43.6 79.2 47.5 72.7 43.6 93.3 56.0 35 0.81 0.90 0.81 1.09 1.30 71.9 43.2 78.4 47.1 71.9 43.2 91.7 55.0 40 0.80 0.89 0.80 1.07 1.30 71.3 42.8 77.8 46.7 71.3 42.8 90.4 54.2 45 0.80 0.89 0.80 1.05 1.30 70.7 42.4 77.2 46.3 70.7 42.4 89.2 53.5 50 0.79 0.88 0.79 1.04 1.30 70.1 42.1 76.7 46.0 70.1 42.1 88.2 52.9 55 0.78 0.87 0.78 1.02 1.30 69.7 41.8 76.2 45.7 69.7 41.8 87.2 52.3 65 0.77 0.86 0.77 1.00 1.30 68.8 41.3 75.3 45.2 68.8 41.3 85.5 51.3 70 0.77 0.86 0.77 0.99 1.30 68.5 41.1 75.0 45.0 68.5 41.1 84.8 50.9 100 0.74 0.83 0.74 0.94 1.30 66.7 40.0 73.2 43.9 66.7 40.0 81.2 48.7 500 0.63 0.72 0.63 0.72 1.30 58.6 35.2 65.1 39.1 58.6 35.2 65.1 39.1 ASCE 7-16 - Components & Cladding for Buildings Walls Kh @ openingHeightIDZone 4 Zone 5Tributary Area Zone 4 Design Pressures, q [psf] Zone 5 Gcp Coefficients Juan Pablo Calderon 05/26/21 JA 5/26/2021 DLG Engineering, Inc. 5825 Sunset Dr | Suite 300South Miami, FL, 33143 Page 2 WL-2