Supporting Document A Decision Matrix and Integrated Team

Supporting Document A | Decision Matrix and Integrated Team Software STRUCTURAL TEAM DECISION MATRIX SOFTWARE USE NEEDS UPDATED ADD – similar for entire team CODES AND STANDARDS FOR STRUCTURAL DESIGN • • • Page # | Structural Supporting Documents 2015 International Building Code (IBC 2015) Virginia Uniform Statewide Building Code 2015 (VUSBC 2015) ASCE 7 -16 Minimum Design Loads for Buildings and Other Structures AISC Steel Construction Manual, 15 th Edition AISC 360 -16 Code of Practice for Steel Buildings AISC Seismic Design Manual, 3 rd Edition ACI 318 -14 Building Code Requirements for Structural Concrete TMS 402/602 -16 Building Code Requirements for Masonry Structures ASTM E 1300 -03 Load Resistance of Glass in Buildings AEI Team 1 – 2020 | Coalescence

Supporting Document B | Loading Calculations and Parameters DEAD LOAD CALCULATIONS Superimposed Dead Load Material Roof Superimposed Dead Load Graphic here Weight Material TOTAL = psf Exterior Wall Load Weight Graphic here Material TOTAL = psf Weight TOTAL = psf SNOW LOAD CALCULATIONS Words here Blacksburg, VA - Snow Load Parameters ASCE 7 -16 Flat Roof Loading Ground Snow Load (pg) Better drift image w/ all values pf = 0. 7 Ce. Ct. Ipg 30 psf Exposure Factor (Ce) 1. 0 Temperature Factor (Ct) 1. 0 Importance Factor (Is) 1. 0 Calculated Roof Snow Load (pf) = 21 psf All snow load and drift calculations were performed in accordance with ASCE 7 -16. WIND LOAD PARAMETERS SEISMIC LOAD PARAMETERS Blacksburg, VA - Wind Load Parameters Seismic Building Information Building Dimensions and Parameters Exposure Category B Wind Dir. Bldg. Dimensions (ft) L/B Cp Risk Category II N-S 339 ft. 1. 10 -0. 50 Enclosure Classification Enclosed E-W 373 ft. 0. 909 Basic Wind Speed (V) 115 mph Gust Factor Effect (G) 0. 85 Cp Windward Leeward Topographic Factor (KZT) 1. 0 N-S 0. 80 - 0. 50 Wind Directionality Factor (KD) 1. 0 E-W Page # | Structural Supporting Documents USGS Report Values Wall Pressure Coefficients SS 0. 28 Site Class C S 1 0. 07 Design Category B FA 1. 3 Risk Category II FV 1. 5 Seismic Weight (kip) 16988. 4 Importance Factor (Ie) 1. 0 SMS 0. 364 CS 0. 023 Response Modification Coefficient (R) 3. 0 SM 1 0. 105 130. 3 Deflection Amplification Factor (Cd) 3. 0 SDS 0. 243 Base Shear (kip) Overstrength Factor (Ω) 2. 5 SD 1 0. 070 Final Design Values AEI Team 1 – 2020 | Coalescence

Supporting Document C | Truss Iterations and Gravity System Details TYPICAL SHEAR CONNECTION POOL TRUSS DESIGN Flexural Strength Truss Information • Optimization for each area? • Show calcs for each space (atrium, pool, bball) here • Need good 3 D graphics for this page to break up handcalcs *** more info/diagrams in Drawings SAMPLE GIRDER CALCULATION W 18 x 35 Member Check Strain Compatibility Shear Tab Calculations BASKETBALL COURT TRUSS DESIGN Capacity Calculation Live Load Deflection ATRIUM TRUSS DESIGN Construction Deflection Final Design NOTE: SAMPLE BEAM CALCULATION? ? OR IS GIRDER ENOUGH? Page # | Structural Supporting Documents Construction Strength AEI Team 1 – 2020 | Coalescence

Supporting Document D | Foundations and Building Enclosure Details RETAINING WALL DESIGN Geotechnical Parameters General Information Site Class Walls Below Grade C Wall Type Braced Typ. Soil Safe Bearing Capacity 4000 psi Backfill Materials Soil Safe Bearing Capacity Max 6000 psi Equivalent Fluid Pressure Factor Recommended FA 1. 2 Surcharge Pressure Factor Recommended FV 1. 7 Friction Factor No. 57 Stone 42 H Retaining Wall *** put some hand calcs here *** more details in 30 x 40’s 0. 38 q 0. 6 SPREAD FOOTING CALCULATION Bearing Capacity Punching Shear Reinforcement Check Ductility Check Final design detail Footing detail Page # | Structural Supporting Documents AEI Team 1 – 2020 | Coalescence

Supporting Document E | Lateral System Wind Load Deflection and Drift Limits Height (ft) H/240 (in) 0. 02*H x (in) Roof 12 0. 6 2. 88 Roof Level 4 12 0. 6 2. 88 Level 4 Level 3 12 0. 6 2. 88 Level 3 Level 2 14 0. 7 3. 36 Level 2 Level 1 10. 625 0 0 Level 1 0 0 0 Base Will be replaced with better image Wind Load Deflections Maximum Drift (in) Interstory Drift (in) Interaction Diagram Shear/moment capacity works Shear Wall Geometry & Parameters Wall Group and Location 1– West Elevator Shaft Wall Members A B Thickness (in) Height (ft) Width (ft) 13 C D 2– Northwest Stairwell E F G 3– East Stairwell H I 4– Southeast Stairwell J K L M 8 8 48. 625 36. 625 10 22 15. 875 Page # | Structural Supporting Documents 19. 2 17 25 18. 5 1 GROUND FLOOR PLAN N. T. S. AEI Team 1 – 2020 | Coalescence