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HomeMy WebLinkAboutBuilding plans7800 McClintock Dr. Port Saint Lucie, FL This structure has been designed in accordance with the requirements of the 2014 Florida Building Code, Fifth Edition - Residential, Chapter 3, Section R301.2.I. The following wind load requirements, in accordance with 2014 Florida Building Code, Fifth Edition - Building, Chapter 16, Structural Design, Section 1609 and ASCE 7-10 were employed in the design of the structure: Ultimate Design Wind Speed (Vuit): 150 MPH 3-Second Gust Wind Speed (Vaud): 116 MPH Risk Category: I Wind Exposure Category: B Applicable Internal Pressure Coefficient: +/- 0.00 Design Pressure for Exterior Components & Cladding: • Walls=+/-18.6 PSF • Roof= +/-15.OPSF Davis & Cleaton Engineering, Inc. 260 Wekiva Springs Road Suite # 1060 Longwood, FL 32779 FL P.E. License # 35816 LI'M 10'--0"x M-0" Screen Room T < 10'-0" S Material List 6005A-T61 Alloy 1" x 2" x 0.0g4^Open Back 2" x 2" x 0.044" Hollow Tube 2" x 3" x 0.045" Hollow Tube 3"x 0.02q" Composite Roof NOTE: Door Connection 1. Door to be attached to structure with (3) hinges (min.). 2. Each hinge to be attached to structure with (min.) (4) # 1 2 x 3/4" S.M.S. 3. Each hinge to be attached to door with (min.) (3) #12 a 3/4" S.M.S. 4. Bottom hinge to be mounted between 10" & 20" Bom the ground. 5. Top hinge to be mounted between 10" & 20" from top ofthe door. f' i- 181_O" Foundation Plan r20'-0" Plan View /3" Composite Roof (T 2x3 zaz YP. Front Elevation Attach Composite Panel to Aluminum — Framing Member Using (1)1/4" x 4" Lag w/ 1-1/4" Fender Washer Q g" O.C. (MAX.)(TYP.) Caulk All Exposed Screws Roofto Edge Beam 2"x3" 2" x 3" Attach I" x 2" To Gin Using - (4) x I-1/2" S.M.S. (MW4) into Screw Bosses (TYP.) Composite Panel (TYP.). mum Framing Member (TYP.) Attach I"x 2" To 2" x 2" Using (4) x 1-1Y 11 S.M.S. (MM.) into Screw Bossea(TYP.) 1" x 2" to T x 3"Using 910 x l-1/2" S.M.S. (MIN) Q 24" O.C. & 6" From Each End (MAX.) (TYP.) Attach Channel to Existing Wood Peale Beam Using #1Wood Screw with Thread Penetratration2@ 6"O.C.(MAXJ( Existing Site Beam (TYP.) � J" Camp (1)1/4" Diameter Tapcoa w/ 1-3/4" Into Solid Concrete © 24" O.C. & 6" (MAX.) Attach 1"x 2" To Base Plate Using From Each Upright (TYP.) (2) x 2-1/2" S.M.S. (MIN.) into Screw Bosses(TYP.) Concrete Foundation (TYP.) Corner Detail J" Aluminum Chaanel IN. Attach Composite (I)912 x 3/4"SM Tap & Bottom IT) Caulk Exposed Sa Roof to Host Alternate Girt Attachment