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HomeMy WebLinkAboutPROJECT INFORMATIONSCANNED BY St. Lucie County CABALLERO RESIDENCE 3200 N. AIA UNIT 210 FORT PIERCE, FLORIDA 34949 PROJECT # 19-096 08/14/2019 PREPARED BY: BR DLG ENGINEERING, INC. 5825 SUNSET DRIVE. SUITE 300 SOUTH MIAMI, FLORIDA 33181 PHONE (305) 665-9089 FAX (305) 665-4672 CA # 0028476 4 g019 S�Q 3 a�n`ent Pe St,���g`e�o�ntY v D COW `edaacooaeaeeese *. Nc 3%3oS ss. } 2019 cc S7A7 QF :'�?.:a \S CQ QF: L -,N% wirW iD9tjA; S, P.E. P.E. # 37369 TABLE OF CONTENTS 8/14/2019 DESIGN CRITERIA WIND ANALYSIS PRODUCT APPROVAL "ENGINEERS SEAL COVERS SHEETS: DC-1 WL-1 THRU WL-2 PA-1 THRU PA-03 DC-1, AND WL-1 THRU WL-2 6pti 5Sllq� Nc 37:359 : * L it o' AUG 2`$ 2019 cc S R axF OF *bSUARTS, P.E. P.E. # 37369 DC-1 DESIGN CRITERIA CABALLERO RESIDENCE 08/14/2019 2017 FLORIDA BUILDING CODE ASCE 7-10 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 Wind Loads Per ASCE 7-10 Speed Risk Category Building Width (ft) Building Length (ft) Building Height (ft) Roof Slope [Deg] : Building Natural Freq. Critical Damping Ratio Gust Factor x, y Enclosure Clasification Type nce Factor nality Factor [ Kd ] 162 mph D Flat Unobstructed Areas II_ All Buildings except I, III & IV 85 ft. 360 ft. -� 120 ft. 0' 0.6 '.. 1.0 1.133 Enclosed 0.18 +/- Hurricane Prone 1 0.85 < or = to 10 degrees Flexible Structure 0.983 INPUT PAGE FOR COMPONENTS & CLADDING LOADS X K.2 = 1.18 Kzt = 1.00 Kd = 0.85 V = 162 mph Occupancy Categoryll , qz = 67.48 xKzpsf KH = 1.48 qH = 84.47 psf a = 8.50 ft. WL-1 Y Kz" = 1.18 Kzt = 1.00 Kd = 0.85 V = 162 mph Occupancy Category II qz = 67.48 xKzpsf KH = 1.48 qH = 84.47 psf a = 8.50 ft. Project: Caballero Residence Project#: DLGE- 19-096 Date: 08/12/19 Prepared by: BR DLG Engineering, Inc. 5825 Sunset Dr I Suite 300 South Miami, Florida 33143 P: (305) 665-9089 F: (305) 665-4672 WL-2 ASCE 7-10 - Components & Cladding for Buildings Walls Impact Protection: Yes , Gcpi.=+/- 0.1.8 Project.: Caballero Residence V [mph]; 162 Kzt:: Roof Slope[Deg.]: '0 <or=to 10 degrees Project#:_ DLGE-19-096 Exposure; D qhi Roof Height [ ft] : 120 ft wlh = 0.71 Date : 08/12/19 Import:: 1. a [ft.] Kh @ Roof : 1.48 Min. W = 85 Done by : BR Kd : 0.85 Type: 1 . 84.47 8.5 Enclosed ID Tributary Area Height Gcp Coefficients Kh @ opening sign Pressures, q [psf] Zone 4 Zone 5 Zone 4 Zone 5 (+ ve - ve + ve - ve + Ut ( +) Allow - Ult (- Allow + Ult + Allow -) Ult - Allow 10 0.90 0.90 0.90 1.80 1.48 91.2 54.7 91.2 54.7 91.2 54.7 167.2 100.3 15 0.90 0.90 0.90 1.80 1.48 91.2 54.7 91.2 54.7 91.2 54.7 167.2 100.3 20 0.90 0.90 0.90 1.80 1.48 91.2 54.7 91.2 54.7 91.2 54.7 167.2 100.3 25 0.88 0.89 0.88 1.74 1.48 89.5 53.7 90.1 54.0 89.5 - 53.7 162.6 97.5 30 0.86 0.87 0.86 1.70 1.48 88.0 52.8 89.1 53.5 88.0 52.8 158.7 95.2 35 0.85 0.87 0.85 1.66 1.48 86.8 52.1 88.3 53.0 86.8 52.1 155.5 93.3 40 0.84 0.86 0.84 1.63 1 1.48 85.8 51 S 87.6 52.6 85.8 51.5 152.7 91.6 45 0.82 0.85 0.82 1.60 1.48 84.8 50.9 87.0 52.2 84.8 50.9 150.2 90.1 50 0.81 0.84 0.81 1.57 1.48 84.0 50.4 86.4 51.8 84.0 50.4 148.0 88.8 55 0.81 0.84 0.81 1.55 1.48 83.3 50.0 85.9 51.5 83.3 50.0 146.0 87.6 65 0.79 0.83 0.79 1.51 1.48 81.9 49.2 85.0 51.0 81.9 49.2 142.5 85.5 70 0.78 0.82 0.78 1.49 1.48 81.4 48.8 84.6 50.8 81.4 48.8 140.9 84.6 100 0.75 0.80 0.75 1.40 1.48 78.6 47.1 82.8 49.7 78.6 47.1 133.5 80.1 500 0.60 0.70 0.60 1.00 1.48 65.9 39.5 74.3 44.6 65.9 39.5 99.7 59.8 8/14/2019 DLG Engineering, Inc. 5825 Sunset Dr I Suite 300South Miami, FL, 33143 Page 1