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ZURQUI <br />Construction Services, Inc <br />PHONE & FAX <br />+ 305- 221 -6100 <br />+ 305- 221 -6110 <br />S U P ER I U R SHADETM <br />o UPE, <br />DESIGN CRITERIA <br />PROJECT MANAGER I EMAIL <br />Eddy Gonzales Jr <br />Eddy @zurquis.com <br />2009 International Building Code with Individual State Ammendments. <br />Dead Load: 0.10 PSF + Structure Dead Weight. <br />Snow Load: <br />Ground Snow Load: 0 PSF <br />Snow Exposure Factor: 1.0 <br />Snow Load Importance Factor: 1.0 <br />Thermal Factor: 1.2 <br />Wind Load: <br />Basic Wind Speed: 90 MPH <br />Wind Importance Factor: 1.0 <br />Wind Exposure Category: C <br />Gust Effect Factor: 0.892 <br />Seismic Design: <br />Seismic Importance Factor: 1.0 <br />Seismic Site Class: D <br />Seismic Design Category: D <br />Basic Seismic Force Resisting System: Cantilevered Columns Detailed To Intermediate <br />Moment Frames <br />Concrete: 3,000 PSI <br />Minimum (28) Day Comp. Stregth. <br />Bar Reinforcement Shall Conform to ASTM -A615, Grade 60. <br />Footer To Be Poured in Undisturbed Soil. Do Not Form. <br />Foundation Sized Is Based On Individual State Building Officials Ammendment to IBC 2009. <br />Allowable Soil Bearing Pressure: 1,000 PSF <br />Allowable Lateral Bearing Pressure: 100 PSF /FT <br />Coefficient of Friction for Lateral Sliding Resistance: 0.25 <br />Exposure Class: S2 <br />Connection Bolts Shall Conform To ASTM A325. <br />All Steel Connection Plates Shall Comply With ASTM A36. (Fy =36 KSI) <br />All Round Mechanical Tubing Shall Comply With ASTM A519. (Fy =42 KSI) <br />All Schedule 40 Steel Pipe Shall Comply With ASTM A53 Grade B. (Fy =35 KSI) <br />Cable: <br />1/4" Stainless Steel Cable Shall Have A Nominal Strength of 7,000 lbs. <br />5/16" Stainless Steel Cable Shall Have A Nominal Strength of 9,800 lbs. <br />3/8" Stainless Steel Cable Shall Have A Nominal Strength of 14,400 lbs. <br />