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Home My WebLink Aboutengineering bldg plans7904 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 R301.2.1. 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 (V it): 150 MPH 3-Second Gust Wind Speed (Vasd): 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= +/-15.0 PSF Davis & Cleaton Engineering, Inc. 260 Wekiva Springs Road Suite # 1060 Longwood, FL 32779 FL P.E. License # 35816 a l JW--0"x M--0" Screen Room �7 T 10,0" ti S Material List: 6005A-T61 Alloy 1"x 2" x 0.044" Open Beck 2" x 2" x 0 044" Hollow Tsbe 2" x 3" .0045 Hallow Tube 3" x 0.02A" Composite Roof NOTE: Door Connation I. Door to be attached to structure with (3) hinges (min.). 2. Each hinge to be attached to structure with (min.) (4) H 12x3/4"SM.S. 3. Each hinge to be attached to door with (min.) (3) 412 x 3/4" S.M.S. 4. Bottom hinge to be mounted between 10" & 20" from theground. 5. Top hinge to be mounted between 10" & 20" from tap ofthe door. A G Q I I . a . � e a ! d n 4-4 f Foundation Plan 20'_0" Plan View Composite Roof (TY (TYP) 2.2 18'_0a Front Elevation Attacn Composts rand on In Framing Member Using (1) 1/1 Lagw/ 1-1/4"Fender Washer( (MAX)(TYP.) Caulk All Exposed Screws 2" x 3" Edge B 2" x 3" Attach 1"x 2" To Girt Usin (4) x 1-1/2" S M.S. (MIN,) Screw Bosses (TYP.) Attach 1" x 2" To Base Plate U (2) x 2-1/2" S.M.S. (MIN.) into Bosses(TYP) Roofto EAee Beam Corner Detail I Attach Channel to Existing Wood Factor Beam Using (1) with I #12 Wood Screw w Thread Penetration 2 6" O.C. (MAX.)( Existing Site Beam (TYP.)) 3"Compo posite Panel (TYP.) Framing Member (TYP.) "-— To 2" x 2" Using M.S. (MIN.) into (TYP) Using #lox 1-1/2" 124" O.C. & 6" From (TYP) /4" Diameter Tapwn w/ 1-3/4" (MIN.) Solid Concrete © 24" O.C. & 6" (MAX.) a Each Upright (T I Concrete Foundation (TYP.) 3"Aluminum 1/8" Thic (1) #12 x 3/4" S.M. Top & Bottom (TYI Caulk Exposed Set( Roof to Host Alternate Girt Attachment r u1 tech 1#to ch S'.