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<br />TABLE OF CONTENTS <br />for <br />Sunny Isles Restaurant <br /> <br />I. Load AnalysIs <br />1 . 1 . Dead Load <br />1.2. Live Load <br />1.3. Wtnd <br /> <br />2. Roof Design <br />2. I . Roof Uplift <br />2.2. Lateral Forces <br />2.3. Gravity <br />2.4. Anchors Design <br /> <br />3. Concrete Beam Design <br />3. I. Beam RTB-I <br />3.2. Beam RTB-2 <br />3.3. Beam RTB-3 <br />3.4. Beam FB-I <br />3.5. Beam FB-2 <br />3.G. Beam FB-3 <br /> <br />3.7. Beam FB-4 <br />3.8. Beam BB-I <br />3.9. Beam BB-2 <br /> <br />3. I O. Bent - I <br /> <br />4. Concrete Slabs <br />4. I . Floor Slab (Lifeguard Storage) <br />4.2. Floor Slab (Terrace) <br /> <br />4.3. Floor Slab (Restaurant) <br />4.4. Floor Slab (Ramp) <br /> <br />4.5. Floor Slab (Stairs) <br /> <br />5. Masonry Wall DeSign <br />5. I . Standard Wall -I (H= 10'-8") <br /> <br />5.2. Standard Wall -I (H=8'-8") <br /> <br />pi <br />pi <br />P 2 to 4 <br /> <br />P 5 to G <br />P 7 to 1 5 <br />piG <br />P I 7 to 20 <br /> <br />P 2 I to 25 <br />P 2 G to 29 <br />P 30 to 33 <br />P 34 to 38 <br />P 39 to 43 <br />P 44 to 47 <br /> <br />P 48 to 5 I <br />P 52 to 55 <br />pSG to 59 <br /> <br />P GO to G3 <br /> <br />P G4 to G G <br />P G 7 to G 9 <br /> <br />P 70 to 72 <br />P 73 to 75 <br /> <br />P 7G to 77 <br /> <br />P 78 to 79 <br />P 80 to 8 I <br />