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B11-0496 REV06 Structural Calcs approved
Strata Vail #7285 Level 1 Beam Update 7285 - Strata L1 11-10-14 beams only - 60ksi.cpt 1/20/2015 MSW RAM Concept © 2013 Bentley Systems, Inc. RAM Concept™ is a trademark of Bentley Systems 5.1 t=125000 psi t=12 5000 psi t=12 5000 psi t=12 5000 psi t=12 5000 psi t=12 5000 psi t=12 5000 psi t=12 5000 psi t=12 5000 psi t=12 5000 psi t= 1 2 50 0 0 p s i t= 1 2 50 0 0 p s i t= 1 2 50 0 0 p s i t=245000 psi t=12 5000 psi t=125000 psi t= 1 2 50 0 0 p s i t=125000 psi t=125000 psi t=245000 psi t= 1 2 50 0 0 p s i t=12 5000 psi t= 1 2 50 0 0 p s i t=125000 psi t=12 5000 psi t=125000 psi t=125000 psi t= 1 2 50 0 0 p s i t=125000 psi 8 x 54 12 x 24 28 x 3 0 28 x 4 2 30 x 36 30 x 42 48 x 44 30 x 30 12 x 24 12 x 24 12 x 24 30 x 30 48 x 32 30 x 3 0 42 x 3 0 48 x 4 6 48 x 4 6 48 x 34 28 x 26 30 x 3 0 30 x 3 0 30 x 3 0 30 x 3 0 30 x 3 0 30 x 2 8 48 x 32 12 x 24 12 x 24 28 x 26 12 x 2 4 12 x 2 4 30 x 3 0 48 x 3 4 48 x 3 4 30 x 3 0 36 x 3 0 36 x 3 0 66 x 34 18 x 20 26 x 26 36 x 30 66 x 34 26 x 26 48 x 30 26 x 26 36 x 32 48 x 32 66 x 46 30 x 30 36 x 26 30 x 30 28 x 26 30 x 30 12 x 32 30 x 30 66 x 44 36 x 26 30 x 30 12 x 32 30 x 32 48 x 34 12 x 48 30 x 32 24 x 24 12 x 48 12 x 24 28 x 30 30 x 30 30 x 24 28 x 38 66 x 44 28 x 30 28 x 26 48 x 34 28 x 42 48 x 32 28 x 30 12 x 24 18 x 20 24 x 24 28 x 30 12 x 48 30 x 30 12 x 24 28 x 26 66 x 32 66 x 34 42 x 30 12 x 72 36 x 30 28 x 26 48 x 32 12 x 24 66 x 34 36 x 30 42 x 30 36 x 30 48 x 34 48 x 30 30 x 30 66 x 44 12 x 24 24 x 20 36 x 36 42 x 30 36 x 30 36 x 36 48 x 30 48 x 30 36 x 30 36 x 36 48 x 34 12 x 72 26 x 26 48 x 30 30 x 30 36 x 36 42 x 30 12 x 26 36 x 36 66 x 34 66 x 34 36 x 36 12 x 26 36 x 36 28 x 26 Mesh Input: Beams; Beam Dimensions; Slab Areas; Slab AreaT hicknesses; Slab Area Concrete Models; Slab Openings; Walls Above; Walls Below; Columns Above; Columns Below; Scale = 1:500 Strata Vail - 7285 - Strata L1 11-10-14 beams only - 60ksi.cpt - 1/20/2015 Mesh Input: Standard Plan Mesh Input: Standard Plan - 2 B27 B4 B8 B10 B9 B19 B3 B4 B3 B15 B20 B20 B9 B20 B6 B20 B9 B9 B9 B9 B9 B19 B4 B6 B4 B4 B4 B20 B20 B9 B9 B5 B11 B28 B5 B20 B9 B5 B6 B9 B9 B7 B10 B17 B28 B9 B17 B20 B18 B18 B10 B8 B8 B6 B8 B19 B28 B4 B20 B1 B8 B10 B8 B4 B6 B14 B12 B28 B21 B6 B4 B23 B21 B12 B20 B28 B15 B10 B13 B22 B2 B12 B15 B22 B16 B12 B20 B22 B5 B10 B16 B22 B15 B4 B28 B22 B28 B4 B22 B6 Fz=547 Fz=341 Fz=259 Fz=41.5 Fz=256 Fz=104 Fz=2.32 Fz=3.94 Fz=218 Fz=181 Fz=196 Fz=60.5 Fz=136 Fz=296 Fz=292 Fz=62 Fz=93.8 Fz=271 Fz=171 Fz=197 Fz=71.3 Fz=111 Fz=93.8 Fz=143 Fz=191 Fz=177 Fz=161 Fz=192 Fz=271 Fz=176 Fz=103 Fz=46.7 Fz=140 Fz=99.2 Fz=60.2 Fz=116 Fz=259 Fz=47.9 Fz=-19 Fz=137 Fz=16.1 Fz=47.7 Fz=175 Fz=140 Fz=103 Fz=147 Fz=136 Fz=174 Fz=107 Fz=101 Fz=164 Fz=199 Fz=197 Fz=61.8 Fz=23.6 Fz=42.4 Fz=187 Fz=231 Fz=157 Fz=153 Fz=161 Fz=105 Fz=45.7 Fz=93.5 Fz=161 Fz=89.8 Fz=253 Fz=90.2 Fz=149 Fz=77.3 Fz=76.5 Fz=127 Fz=133 Fz=241 Fz=273 Fz=139 Fz=275 Fz=168 Fz=242 Fz=155 Fz=142 Fz=186 Fz=271 Fz=212 Fz=82 Fz=189 Fz=74.4 Fz=184 Fz=84.2 Fz=106 Fz=180 Fz=104 Fz=116 Fz=92.6 Fz=255 Fz=135 Fz=183 Fz=94.8 Fz=104 Fz=178 Fz=8.83 Fz=226 Fz=108 Fz=180 Fz=114 Fz=171 Fz=113 Fz=105 Fz=8.36 Fz=41.3 Fz=106 Fz=68.1 Fz=6.96 Fz=145 Fz=111 Fz=7.54 Fz=68.1 Fz=126 Fz=65.9 Fz=8.41 Fz=177 Fz=65.9Fz=68.1 Fz=66.1 Fz=111 Other Dead Loading: Point Loads; Point Load Icons; Point Load Values; Line Load Icons; Line Load Values; Area Load Icons; Area Load Values; User Notes; User Lines; User Dimensions; Drawing Import: User Notes; User Lines; User Dimensions; Mesh Input: Slab Areas; Walls Below; Element: Wall Element Outline Only; Slab Elements; Slab Element Outline Only; Reinforcement: User Notes; Scale = 1:500 Strata Vail - 7285 - Strata L1 11-10-14 beams only - 60ksi.cpt - 1/20/2015 Other Dead Loading: All Loads Plan Other Dead Loading: All Loads Plan - 3 Fz=58.1 Fz=49.4 Fz=36.5 Fz=8.96 Fz=41 Fz=18.3 Fz=0.144 Fz=0.264 Fz=22 Fz=23.4 Fz=24.2 Fz=11.4 Fz=25 Fz=49 Fz=42.8 Fz=5.58 Fz=16.7 Fz=29.5 Fz=24.7 Fz=30.5 Fz=5.49 Fz=18 Fz=11.8 Fz=13.6 Fz=18.5 Fz=18.9 Fz=18.2 Fz=29.2 Fz=45.2 Fz=21.2 Fz=22.4 Fz=8.71 Fz=24.3 Fz=10.4 Fz=15.9 Fz=23.4 Fz=39.7 Fz=12.2 Fz=-2.66 Fz=24.1 Fz=1.16 Fz=8.62 Fz=19 Fz=25.2 Fz=24.5 Fz=16.5 Fz=24.5 Fz=13.9 Fz=12.9 Fz=10.5 Fz=17 Fz=18.2 Fz=23.9 Fz=12 Fz=6.37 Fz=9 Fz=18.1 Fz=30.6 Fz=20.4 Fz=17.8 Fz=17.1 Fz=11.1 Fz=9.72 Fz=16.2 Fz=20.5 Fz=10.3 Fz=26 Fz=7.03 Fz=22.5 Fz=11.6 Fz=11.5 Fz=16.2 Fz=21.4 Fz=34 Fz=23 Fz=23.1 Fz=28.4 Fz=21.3 Fz=36.2 Fz=25.1 Fz=19.8 Fz=31.9 Fz=33 Fz=33.6 Fz=11.1 Fz=28.8 Fz=8.12 Fz=26.9 Fz=16.3 Fz=8.82 Fz=26.5 Fz=20.1 Fz=23.4 Fz=11.2 Fz=36.8 Fz=21.9 Fz=28.2 Fz=19 Fz=11.6 Fz=30.8 Fz=4.02 Fz=31.6 Fz=6.42 Fz=31.4 Fz=18.6 Fz=23.3 Fz=10.6 Fz=16.2 Fz=2.66 Fz=8.57 Fz=11.9 Fz=13 Fz=1.8 Fz=22.3 Fz=7.98 Fz=2 Fz=5.99 Fz=23 Fz=5.99 Fz=2.67 Fz=28.7 Fz=5.99Fz=5.99 Fz=9.01 Fz=8.04 Live (Reducible) Loading: User Lines; User Notes; User Dimensions; Point Loads; Point Load Icons; Point Load Values; Line Loads; Line Load Icons; Line Load Values; Area Loads; Area Load Icons; Area Load Values; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Wall Element Outline Only; Scale = 1:500 Strata Vail - 7285 - Strata L1 11-10-14 beams only - 60ksi.cpt - 1/20/2015 Live (Reducible) Loading: All Loads Plan Live (Reducible) Loading: All Loads Plan - 4 Fz=78.7 Fz=32 Fz=23.3 Fz=7.6 Fz=5.69 Fz=9.65 Fz=0.741 Fz=1.36 Fz=68.8 Fz=22.8 Fz=24.5 Fz=6.61 Fz=4.76 Fz=2.07 Fz=6.91 Fz=35.6 Fz=7.51 Fz=41.6 Fz=19.8 Fz=13.5 Fz=38.4 Fz=3.91 Fz=19.6 Fz=46.4 Fz=51.9 Fz=54.7 Fz=43.1 Fz=11.1 Fz=4.38 Fz=55.5 Fz=7.11 Fz=5.43 Fz=27.1 Fz=29.4 Fz=5.86 Fz=1.29 Fz=66.5 Fz=0.267 Fz=3.77 Fz=6.39 Fz=4.12 Fz=5.3 Fz=35.2 Fz=1.76 Fz=11.2 Fz=41.2 Fz=1.76 Fz=74.8 Fz=30.1 Fz=4.45 Fz=22.9 Fz=40.9 Fz=28.6 Fz=5.44 Fz=-1.12 Fz=4.35 Fz=34.9 Fz=22.6 Fz=17 Fz=18.1 Fz=49.9 Fz=208 Fz=0.0228 Fz=9.41 Fz=18.6 Fz=4.45 Fz=49.3 Fz=244 Fz=7.42 Fz=196 Fz=5.61 Fz=108 Fz=5.41 Fz=242 Fz=43.2 Fz=6.28 Fz=51.7 Fz=36.5 Fz=-0.498 Fz=8.65 Fz=19 Fz=0.642 Fz=34.2 Fz=2.93 Fz=39.7 Fz=14.7 Fz=23.1 Fz=1.66 Fz=0.844 Fz=38.6 Fz=24.7 Fz=1.91 Fz=23.3 Fz=18.7 Fz=6.67 Fz=2.67 Fz=-0.194 Fz=34.9 Fz=0.303 Fz=13.9 Fz=62 Fz=-0.277 Fz=5.93 Fz=7.73 Fz=39.7 Fz=1.1 Fz=0.212 Fz=30.7 Fz=3.28 Fz=8.92 Fz=33.5 Fz=18.6 Fz=1.01 Fz=17.5 Fz=0.0111 Fz=14.7 Fz=17.5Fz=18.6 Fz=19.8 Fz=33.3 Live (Unreducible) Loading: Point Loads; Point Load Icons; Point Load Values; Line Load Icons; Line Load Values; Area Load Icons; Area Load Values; User Notes; User Lines; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Above; Wall Elements Below; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only; Wall Element Outline Only; Other Dead Loading: User Notes; User Lines; User Dimensions; Scale = 1:500 Strata Vail - 7285 - Strata L1 11-10-14 beams only - 60ksi.cpt - 1/20/2015 Live (Unreducible) Loading: All Loads Plan Live (Unreducible) Loading: All Loads Plan - 5 B27 B4 B8 B10 B9 B19 B3 B4 B3 B15 B20 B20 B9 B20 B6 (6)#9x10T (6)#9x16T (1)#9x6T(2)#9x9T (1)#9x6.5T (4)#9x22T (1)#9x6T (1)#9x4.5T (15)#9x23.5T (6)#9x12.5T (4)#9x12T (30)#9x8.5T(1 5 ) # 9 x 1 3 T (5 ) # 9 x 9 . 5 T (6 ) # 9 x 9 . 5 T (8 ) # 9 x 2 0 T (9 ) # 9 x 2 6 T (4)#9x7.5T(4)#9x8T (4 ) # 9 x 2 6 T (7 ) # 9 x 1 0 . 5 T (7 ) # 9 x 3 5 T (1 ) # 9 x 7 T (1 ) # 9 x 9 . 5 T (7 ) # 9 x 2 6 T (4)#9x35T (8)#9x25.5T Reinforcement: Longitude User Concentrated Reinf.; Longitude Program Concentrated Reinf.; Top Face Concentrated Reinf.; Both Faces Concentrated Reinf.; Concentrated Reinf. Descriptions; Concentrated Reinf. Extent; Top Face Distributed Reinf.; Both Faces Distributed Reinf.; Distributed Reinf. Descriptions; Distributed Reinf. Extent; User Notes; User Lines; User Dimensions; Drawing Import: User Notes; User Lines; User Dimensions; Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only; Scale = 1:250 Strata Vail - 7285 - Strata L1 11-10-14 beams only - 60ksi.cpt - 1/20/2015 Reinforcement: Top Bars Plan Reinforcement: Top Bars Plan - 6 B20 B9 B9 B9 B9 B9 B19 B4 B6 B4 B4 B4 B20 B20 B9 B9 B5 B11 B28 B5 B20 B9 B5 B6 B9 B9 B7 B10 B17 B28 B9 B17 B20 B18 B18 B10 B8 B6 B19 B28 B4 B20 B1 B10 B4 B12 B28 B4 B21 B12 B20 B28 B15 B13 B12 B15 B22 B16 B12 B20 (4)#9x7.5T (4 ) # 9 x 2 6 T (7 ) # 9 x 1 0 . 5 T (7 ) # 9 x 3 5 T (1 ) # 9 x 7 T (1 ) # 9 x 9 . 5 T (7 ) # 9 x 2 6 T (4)#9x35T (8)#9x25.5T (2)#9x19.5T (2)#9x22T (3 ) # 9 x 1 2 . 5 T (5 ) # 9 x 2 6 T (6 ) # 9 x 1 2 T (1 4 ) # 9 x 1 3 T (8 ) # 9 x 2 6 . 5 T (6 ) # 9 x 1 2 . 5 T (1 1 ) # 9 x 1 9 . 5 T (4 ) # 9 x 2 9 T (8)#9x8T(8)#9x8T (5)#9x12.5T (2)#9x14T (12)#9x19.5T (5)#9x50.5T (4)#9x12T (2)#9x8.5T (2)#9x9T (4)#9x11.5T (6)#9x17T (11)#9x10T (2)#9x16.5T (4)#9x15T (5)#9x30.5T (3)#9x9.5T (2)#9x9T (2)#9x2.5T (4)#9x13T (4)#9x12T (7)#9x12.5T (4)#9x10.5T (7)#9x9.5T (4)#9x26.5T (2)#9x40.5T (6)#9x12T (6)#9x14.8T (1)#9x11.5T (3)#9x37.5T (6)#9x34.5T (5)#9x12.5T(10)#9x23.5T (3)#9x10.5T (3)#9x16T (4)#9x14T (9)#9x63.5T (2)#9x19.9T (4)#9x19T (5)#9x12.5T (5)#9x12T (3)#9x13.5T (9)#9x12T (2)#9x7T (3)#9x20.5T (2)#9x21T (4)#9x11T (2)#9x10.5T (4)#9x32T (14)#9x14T (7)#9x21T (19)#9x15.5T (3)#9x6.5T (9)#9x39.5T (10)#9x14T (2)#9x9.5T (6)#9x29.5T (4)#9x9T (14)#9x13T (3)#9x24.5T (8)#9x12T (11)#9x18.5T (3)#9x19.5T (3)#9x10T(2)#9x4.5T (24)#9x10T (11)#9x14.5T(4)#9x10.5T (2)#9x23.5T (3)#9x24.5T (3)#9x27T (2)#9x27T (10)#9x23T (14)#9x9.5T (17)#9x14T (4)#9x9.5T (2)#9x1.5T (3)#9x15T (5)#9x12T (15)#9x23T (2)#9x9T (4)#9x12.5T (15)#9x22T (3)#9x22.5T Reinforcement: Longitude User Concentrated Reinf.; Longitude Program Concentrated Reinf.; Top Face Concentrated Reinf.; Both Faces Concentrated Reinf.; Concentrated Reinf. Descriptions; Concentrated Reinf. Extent; Top Face Distributed Reinf.; Both Faces Distributed Reinf.; Distributed Reinf. Descriptions; Distributed Reinf. Extent; User Notes; User Lines; User Dimensions; Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only; Strata Vail - 7285 - Strata L1 11-10-14 beams only - 60ksi.cpt - 1/20/2015 Reinforcement: Top Bars Plan (2) Reinforcement: Top Bars Plan - 7 B22 B16 B12 B20 B22 B5 B10 B16 B22 B15 B4 B28 B22 B28 B4 B22 B6 (2)#9x1.5T (3)#9x15T (5)#9x12T (15)#9x23T (2)#9x9T (4)#9x12.5T (15)#9x22T (3)#9x22.5T (17)#9x24.5T (14)#9x21.5T (2)#9x20T (8)#9x10T (3)#9x8T (6)#9x6.5T (8)#9x20.4T (14)#9x19T (8)#9x22T (2)#9x10.5T (3)#9x8.5T (8)#9x27T (1)#9x7T (1)#9x7T Reinforcement: Longitude User Concentrated Reinf.; Longitude Program Concentrated Reinf.; Top Face Concentrated Reinf.; Both Faces Concentrated Reinf.; Concentrated Reinf. Descriptions; Concentrated Reinf. Extent; Top Face Distributed Reinf.; Both Faces Distributed Reinf.; Distributed Reinf. Descriptions; Distributed Reinf. Extent; User Notes; User Lines; User Dimensions; Strata Vail - 7285 - Strata L1 11-10-14 beams only - 60ksi.cpt - 1/20/2015 Reinforcement: Top Bars Plan (3) Reinforcement: Top Bars Plan - 8 Strata Vail - 7285 - Strata L1 11-10-14 beams only - 60ksi.cpt - 1/20/2015 Reinforcement: Top Bars Plan (4) Reinforcement: Top Bars Plan - 9 B8 B8 B8 B8 B6 B14 B21 B6 B23 B10 B22 B2 (2)#9x40.5T (3)#9x37.5T (4)#9x7T (6)#9x20T(3)#9x9.5T (4)#9x7T (4)#9x10.4T (13)#9x28.5T (5)#9x13T (17)#9x10T (1)#9x8T (3)#9x40.4T (10)#9x14T (6)#9x29.5T (11)#9x10.5T (5)#9x5.5T (5)#9x22.1T (2)#9x21T (17)#9x14T (3)#9x15T Strata Vail - 7285 - Strata L1 11-10-14 beams only - 60ksi.cpt - 1/20/2015 Reinforcement: Top Bars Plan (5) Reinforcement: Top Bars Plan - 10 (3)#9x15T Strata Vail - 7285 - Strata L1 11-10-14 beams only - 60ksi.cpt - 1/20/2015 Reinforcement: Top Bars Plan (6) Reinforcement: Top Bars Plan - 11 OK OK OKOK OK OK O K OK OK OK OK OK OK OK OK OK OK B27 B4 B8 B10 B9 B19 B3 B4 B3 B15 B20 B20 B9 B20 B6 (9 ) # 9 x 3 1 . 2 B (9 ) # 9 x 1 7 B (10)#9x19B (2)#9x18B(16)#9x31.9B (4)#9x27B (1 0 ) # 9 x 7 3 . 8 B (6 ) # 9 x 1 2 B (10)#9x16.6B(12)#9x29.3B (10)#9x83.2B (10)#9x29.7B (10)#9x17.5B (8)#9x34.8B (16)#9x22.8B Reinforcement: Longitude User Concentrated Reinf.; Bottom Face Concentrated Reinf.; Both Faces Concentrated Reinf.; Concentrated Reinf. Descriptions; Concentrated Reinf. Extent; Bottom Face Distributed Reinf.; Both Faces Distributed Reinf.; Distributed Reinf. Descriptions; Distributed Reinf. Extent; User Notes; User Lines; User Dimensions; Drawing Import: User Notes; User Dimensions; Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only; Design Status: Longitude Span Designs; Span Design Status; Scale = 1:250 Strata Vail - 7285 - Strata L1 11-10-14 beams only - 60ksi.cpt - 1/20/2015 Reinforcement: Bottom Bars Plan Reinforcement: Bottom Bars Plan - 12 OK OKOK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OKOKOKOK OK OK OK OK OK OK OK OKOKOKOK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK B20 B9 B9 B9 B9 B9 B19 B4 B6 B4 B4 B4 B20 B20 B9 B9 B5 B11 B28 B5 B20 B9 B5 B6 B9 B9 B7 B10 B17 B28 B9 B17 B20 B18 B18 B10 B8 B6 B19 B28 B4 B20 B1 B10 B4 B12 B28 B4 B21 B12 B20 B28 B15 B13 B12 B15 B22 B16 B12 B20 (10)#9x83.2B (10)#9x29.7B (10)#9x17.5B (8)#9x34.8B (4)#9x20.5B (16)#9x22.8B (4)#9x21B (4)#9x48B (10)#9x57B (10)#9x17.5B (10)#9x17.5B (6)#9x12.5B (8)#9x50.5B (6)#9x12.5B (8)#9x32.5B (7)#9x60.6B (12)#9x44.8B (10)#9x10.3B (10)#9x30.7B (10)#9x39.7B (8)#9x19.5B (4)#9x21.7B (3)#9x42.5B (3)#9x42.5B (10)#9x22.3B (8)#9x26.5B (12)#9x28B (3)#9x40.5B (3)#9x40.5B (12)#9x65.3B (8)#9x7B (10)#9x51.6B (8)#9x18.5B (4)#9x30.5B (4)#9x20.5B (8)#9x8.5B (6)#9x16.5B (12)#9x33.4B (4)#9x26.7B (8)#9x65.5B (6)#9x19B (12)#9x33.3B(10)#9x19.5B (9)#9x30B (12)#9x59.8B (6)#9x9.5B (8)#9x45.2B (6)#9x14.5B (6)#9x13B (12)#9x69.5B (10)#9x26.4B (7)#9x 2 2.8B (8)#9x 28.5B Reinforcement: Longitude User Concentrated Reinf.; Bottom Face Concentrated Reinf.; Both Faces Concentrated Reinf.; Concentrated Reinf. Descriptions; Concentrated Reinf. Extent; Bottom Face Distributed Reinf.; Both Faces Distributed Reinf.; Distributed Reinf. Descriptions; Distributed Reinf. Extent; User Notes; User Lines; User Dimensions; Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only; Strata Vail - 7285 - Strata L1 11-10-14 beams only - 60ksi.cpt - 1/20/2015 Reinforcement: Bottom Bars Plan (2) Reinforcement: Bottom Bars Plan - 13 OK OK OK OK OK OK OK OK OK OK OK OK OK OK B22 B16 B12 B20 B22 B5 B10 B16 B22 B15 B4 B28 B22 B28 B4 B22 B6 (6)#9x14.5B (6)#9x13B (10)#9x26.4B (4)#9x7B (7)#9x 2 2.8B (8)#9x 28.5B (6)#9x8B (12)#9x22.6B (4)#9x18.5B (3)#9x13B (12)#9x19.4B (12)#9x19.5B (6)#9x8B (10)#9x60.1B (4)#9x19B (8)#9x19B Reinforcement: Longitude User Concentrated Reinf.; Bottom Face Concentrated Reinf.; Both Faces Concentrated Reinf.; Concentrated Reinf. Descriptions; Concentrated Reinf. Extent; Bottom Face Distributed Reinf.; Both Faces Distributed Reinf.; Distributed Reinf. Descriptions; Distributed Reinf. Extent; User Notes; User Lines; User Dimensions; Strata Vail - 7285 - Strata L1 11-10-14 beams only - 60ksi.cpt - 1/20/2015 Reinforcement: Bottom Bars Plan (3) Reinforcement: Bottom Bars Plan - 14 Strata Vail - 7285 - Strata L1 11-10-14 beams only - 60ksi.cpt - 1/20/2015 Reinforcement: Bottom Bars Plan (4) Reinforcement: Bottom Bars Plan - 15 OK OK OK OK OK OK OK OK OK OK OK OK B8 B8 B8 B8 B6 B14 B21 B6 B23 B10 B22 B2 (10)#9x17.5B (3)#9x42.5B (3)#9x42.5B (3)#9x40.5B (3)#9x40.5B (9)#9x40B (9)#9x43.3B (8)#9x22.1B (12)#9x29.8B (3)#9x40.5B (8)#9x22.5B (8)#9x22.5B (4)#9x17B (6)#9x18B (10)#9x113B Strata Vail - 7285 - Strata L1 11-10-14 beams only - 60ksi.cpt - 1/20/2015 Reinforcement: Bottom Bars Plan (5) Reinforcement: Bottom Bars Plan - 16 OK Strata Vail - 7285 - Strata L1 11-10-14 beams only - 60ksi.cpt - 1/20/2015 Reinforcement: Bottom Bars Plan (6) Reinforcement: Bottom Bars Plan - 17 B27 B4 B8 B10 B9 B19 B3 B4 B3 B15 B20 B20 B9 B20 B6 #5(4-Leg)@9.87(1 spaces)#5(4-Leg)@13.6(1 spaces) #5(4-Leg)@18(4 spaces) #5(4-Leg)@9.87(1 spaces)#5(4-Leg)@7.47(2 spaces) #5(4-Leg)@17.4(6 spaces) #5(4-Leg)@13.6(2 spaces) #5(4-Leg)@14(3 spaces) #5(4-Leg)@6.12(4 spaces) #5(4-Leg)@14.1(2 spaces)#5(4-Leg)@7.37(2 spaces) #5(4-Leg)@13(2 spaces) #5(4-Leg)@10.5(3 spaces) #5(4-Leg)@10.9(5 spaces) #5(4-Leg)@13.2(8 spaces) #5(4-Leg)@14.5(7 spaces) #5(4-Leg)@6.65(2 spaces) #5(4-Leg)@7.79(8 spaces) #5(4-Leg)@7.7(10 spaces) #5(4-Leg)@10.5(7 spaces)#5(4-Leg)@1.7(1 spaces) #5(4-Leg)@1.67(1 spaces) #5(4-Leg)@1.7(1 spaces) #5(4-Leg)@1.11(1 spaces) #5(4-Leg)@1.08(1 spaces) #5(4-Leg)@1.11(1 spaces) #5(4-Leg)@13.4(9 spaces) #5(4-Leg)@6.86(23 spaces) #5(4-Leg)@11(14 spaces) #5(4-Leg)@22(2 spaces) #5(4-Leg)@21.5(3 spaces) #5(4-Leg)@21.8(1 spaces) #5(4-Leg)@6.52(11 spaces) #5(4-Leg)@10(3 spaces) #5(4-Leg)@10.4(22 spaces) #5(4-Leg)@1.11(1 spaces)#5(4-Leg)@1.7(1 spaces)#5(4-Leg)@10.4(3 spaces)#5(4-Leg)@11.5(3 spaces) #5(4-Leg)@3.49(14 spaces) #5(4-Leg)@4.36(9 spaces) #5(4-Leg)@4.17(1 spaces) #5(4-Leg)@13.7(9 spaces) #5(4-Leg)@11.1(8 spaces) #5(4-Leg)@10.7(5 spaces) #5(4-Leg)@6.73(21 spaces) #5(4-Leg)@12.7(8 spaces)#5(4-Leg)@6.97(2 spaces) #5(4-Leg)@6.24(3 spaces) #5(4-Leg)@13.5(4 spaces) #5(4-Leg)@13.5(12 spaces) #5(4-Leg)@10.4(4 spaces) #5(4-Leg)@11.6(10 spaces) #5(4-Leg)@5.25(3 spaces) #5(4-Leg)@7.17(1 spaces) #5(4-Leg)@7.76(1 spaces) #5(4-Leg)@5.29(1 spaces) #5(4-Leg)@14.5(3 spaces) #5(4-Leg)@5.29(6 spaces) #5(4-Leg)@13.4(9 spaces) #5(4-Leg)@10.3(16 spaces) Reinforcement: User Lines; User Notes; User Dimensions; Latitude User Transverse Reinf.; Latitude Program Transverse Reinf.; Latitude User Individual Transverse Bars; Latitude Program Individual Transverse Bars; Longitude User Transverse Reinf.; Longitude Program Transverse Reinf.; Longitude User Individual Transverse Bars; Longitude Program Individual Transverse Bars; Transverse Reinf. Descriptions; Transverse Reinf. Extent; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Scale = 1:250 Strata Vail - 7285 - Strata L1 11-10-14 beams only - 60ksi.cpt - 1/20/2015 Reinforcement: Shear Bars Plan Reinforcement: Shear Bars Plan - 18 B20 B9 B9 B9 B9 B9 B19 B4 B6 B4 B4 B4 B20 B20 B9 B9 B5 B11 B28 B5 B20 B9 B5 B6 B9 B9 B7 B10 B17 B28 B9 B17 B20 B18 B18 B10 B8 B6 B19 B28 B4 B20 B1 B10 B4 B12 B28 B4 B21 B12 B20 B28 B15 B13 B12 B15 B22 B16 B12 B20 #5(4-Leg)@7.79(8 spaces) #5(4-Leg)@7.7(10 spaces) #5(4-Leg)@10.5(7 spaces)#5(4-Leg)@1.7(1 spaces) #5(4-Leg)@1.67(1 spaces) #5(4-Leg)@1.7(1 spaces) #5(4-Leg)@1.11(1 spaces) #5(4-Leg)@1.08(1 spaces) #5(4-Leg)@1.11(1 spaces) #5(4-Leg)@1.11(1 spaces)#5(4-Leg)@1.7(1 spaces)#5(4-Leg)@10.4(3 spaces)#5(4-Leg)@11.5(3 spaces) #5(4-Leg)@3.49(14 spaces) #5(4-Leg)@4.36(9 spaces) #5(4-Leg)@4.17(1 spaces) #5(4-Leg)@13.7(9 spaces) #5(4-Leg)@11.1(8 spaces) #5(4-Leg)@10.7(5 spaces) #5(4-Leg)@6.73(21 spaces) #5(4-Leg)@12.7(8 spaces)#5(4-Leg)@6.97(2 spaces) #5(4-Leg)@6.24(3 spaces) #5(4-Leg)@13.5(4 spaces) #5(4-Leg)@13.5(12 spaces) #5(4-Leg)@10.4(4 spaces) #5(4-Leg)@11.6(10 spaces) #5(4-Leg)@5.25(3 spaces) #5(4-Leg)@7.17(1 spaces) #5(4-Leg)@7.76(1 spaces) #5(4-Leg)@7.46(2 spaces) #5(4-Leg)@5.29(1 spaces) #5(4-Leg)@14.5(3 spaces) #5(4-Leg)@5.29(6 spaces) #5(4-Leg)@13.4(9 spaces) #5(4-Leg)@10.3(16 spaces) #5(4-Leg)@10.2(7 spaces) #5(4-Leg)@8.74(16 spaces) #5(4-Leg)@10.5(6 spaces) #5(4-Leg)@5.48(9 spaces) #5(4-Leg)@5.48(14 spaces) #5(4-Leg)@7.41(8 spaces) #5(4-Leg)@11(7 spaces) #5(4-Leg)@10.5(5 spaces) #5(4-Leg)@6.48(4 spaces) #5(4-Leg)@13(7 spaces) #5(4-Leg)@14(5 spaces) #5(4-Leg)@12.6(15 spaces) #5(4-Leg)@9.83(14 spaces) #5(4-Leg)@14(6 spaces) #5(4-Leg)@8.95(10 spaces) #5(4-Leg)@3.25(23 spaces) #5(4-Leg)@8.78(16 spaces) #5(4-Leg)@3.45(30 spaces) #5(4-Leg)@9.86(23 spaces) #5(4-Leg)@2.61(1 spaces) #5(4-Leg)@2.61(1 spaces) #5(4-Leg)@3.2(1 spaces) #5(4-Leg)@3.2(1 spaces) #5(4-Leg)@12.6(1 spaces) #5(4-Leg)@6.59(12 spaces) #5(4-Leg)@10.6(4 spaces) #5(4-Leg)@7.98(9 spaces) #5(4-Leg)@7.79(9 spaces) #5(4-Leg)@13.5(6 spaces) #5(4-Leg)@11.5(3 spaces) #5(4-Leg)@5.67(18 spaces) #5(4-Leg)@3.67(20 spaces) #5(4-Leg)@11.5(9 spaces) #5(4-Leg)@8.32(7 spaces) #5(4-Leg)@11.5(7 spaces) #5(4-Leg)@13.5(2 spaces) #5(4-Leg)@9.59(13 spaces) #5(4-Leg)@0.766(93 spaces) #5(4-Leg)@11.6(5 spaces) #5(4-Leg)@8.94(4 spaces) #5(4-Leg)@13.8(1 spaces) #5(4-Leg)@11.5(7 spaces) #5(4-Leg)@14.1(18 spaces)#5(4-Leg)@5.07(7 spaces) #5(4-Leg)@21.3(6 spaces) #5(4-Leg)@14(4 spaces) #5(4-Leg)@8.82(3 spaces) #5(4-Leg)@4.36(7 spaces) #5(4-Leg)@11.8(6 spaces) #5(4-Leg)@14.4(2 spaces) #5(4-Leg)@9.09(4 spaces) #5(4-Leg)@4.4(3 spaces) #5(4-Leg)@14.1(3 spaces) #5(4-Leg)@9.58(7 spaces)#5(4-Leg)@12.8(4 spaces) #5(4-Leg)@13.5(1 spaces) #5(4-Leg)@10.5(13 spaces) #5(4-Leg)@7.23(2 spaces) #5(4-Leg)@8.27(4 spaces) #5(4-Leg)@6 .6(2 spaces) #5(4-Leg)@1 2.9(5 spaces) #5(4-Leg)@1 3.9(2 spaces) #5(4-Leg)@18.1(1 spaces) #5(4-Leg)@13.8(1 spaces) #5(4-Leg)@3.06(1 spaces) #5(4-Leg)@11.9(10 spaces) #5(4-Leg)@11.4(9 spaces) #5(4-Leg)@13.5(2 spaces) #5(4-Leg)@13.5(7 spaces) #5(4-Leg)@14.7(5 spaces) #5(4-Leg)@13.8(4 spaces) #5(4-L eg)@14.1(4 spaces) #5(4-L eg)@14(4 spaces) #5(4-Leg)@14.7(2 spaces) #5(4-Leg)@14.7(2 spaces) #5(4-L eg)@13.8(7 spaces) #5(4-Leg)@7.48(6 spaces) #5(4-L eg)@6.29(7 spaces) #5(4-Leg)@9.33(8 spaces) #5(4-Leg)@14.5(2 spaces) #5(4-Leg)@14.7(5 spaces)#5(4-Leg)@15(4 spaces) #5(4-Leg)@7.02(2 spaces) #5(4-Leg)@3.93(25 spaces) #5(4-Leg)@13.9(6 spaces) #5(4-Leg)@8.04(13 spaces) #5(4-Leg)@14.3(1 spaces) #5(4-Leg)@8.78(4 spaces) #5(4-Leg)@1.76(57 spaces) #5(4-Leg)@14(2 spaces) #5(4-Leg)@5.87(18 spaces) #5(4-Leg)@14(3 spaces) #5(4-Leg)@11.7(2 spaces) #5(4-Leg)@10.4(13 spaces) #5(4-Leg)@0.516(29 spaces) #5(4-Leg)@15.6(4 spaces) #5(4-Leg)@13.1(2 spaces) #5(4-Leg)@20.5(3 spaces) #5(4-Leg)@14.3(1 spaces) #5(4-Leg)@14.7(2 spaces) #5(4-Leg)@11(4 spaces) #5(4-Leg)@11.9(24 spaces) #5(4-Leg)@6.63(15 spaces) #5(4-Leg)@2.61(1 spaces) #5(4-Leg)@12.5(7 spaces) #5(4-Leg)@3.19(1 spaces)#5(4-Leg)@14.3(1 spaces) #5(4-Leg)@14.2(2 spaces) #5(4-Leg)@5.93(20 spaces) #5(4-Leg)@9.93(10 spaces) #5(4-Leg)@10.2(3 spaces) #5(4-Leg)@6.32(14 spaces) #5(4-Leg)@14.3(2 spaces) #5(4-Leg)@5.99(5 spaces) #5(4-Leg)@4.67(10 spaces) #5(4-Leg)@3.63(8 spaces) #5(4-Leg)@9.55(2 spaces) #5(4-Leg)@6.5(11 spaces) #5(4-Leg)@12.1(14 spaces) #5(4-Leg)@4.29(10 spaces) #5(4-Leg)@5.64(19 spaces) #5(4-Leg)@9.3(7 spaces)#5(4-Leg)@12.5(25 spaces) #5(4-Leg)@11.2(4 spaces) #5(4-Leg)@2.03(8 spaces) #5(4-Leg)@14.5(4 spaces) #5(4-Leg)@14.5(9 spaces)#5(4-Leg)@6.54(13 spaces) #5(4-Leg)@16(3 spaces) #5(4-Leg)@9.13(6 spaces) #5(4-Leg)@6.08(13 spaces) #5(4-Leg)@5(3 spaces) #5(4-Leg)@6.55(5 spaces) #5(4-Leg)@13.5(8 spaces) #5(4-Leg)@6.33(17 spaces) #5(4-Leg)@14.9(2 spaces) #5(4-Leg)@3.4(31 spaces) #5(4-Leg)@12(9 spaces) #5(4-Leg)@9.94(3 spaces) #5(4-Leg)@13.2(2 spaces) #5(4-Leg)@12.7(18 spaces) #5(4-Leg)@3.31(8 spaces) #5(4-Leg)@2.64(10 spaces) #5(4-Leg)@14(6 spaces) #5(4-Leg)@16.7(3 spaces) #5(4-Leg)@1.1(1 spaces) #5(4-Leg)@13(17 spaces) #5(4-Leg)@12.3(6 spaces) #5(4-Leg)@9.23(19 spaces) #5(4-Leg)@6.61(4 spaces) #5(4-Leg)@9.45(7 spaces) #5(4-Leg)@12.6(9 spaces) #5(4-Leg)@8.45(19 spaces) #5(4-Leg)@12.9(7 spaces) #5(4-Leg)@3.43(4 spaces) #5(4-Leg)@14(1 spaces) #5(4-Leg)@0.766(148 spaces)#5(4-Leg)@7.59(10 spaces) #5(4-Leg)@7.05(27 spaces) #5(4-Leg)@12.8(14 spaces) #5(4-Leg)@13.2(16 spaces)#5(4-Leg)@14(1 spaces) #5(4-Leg)@7.06(6 spaces) #5(4-Leg)@11.7(4 spaces) #5(4-Leg)@6.82(8 spaces) #5(4-Leg)@7.86(9 spaces) #5(4-Leg)@7.48(18 spaces) #5(4-Leg)@5.07(10 spaces) #5(4-Leg)@9.9(35 spaces) #5(4-Leg)@6.77(15 spaces) #5(4-Leg)@4.29(7 spaces) #5(4-Leg)@13.5(18 spaces) #5(4-Leg)@7.65(9 spaces) #5(4-Leg)@5.51(4 spaces) Reinforcement: User Lines; User Notes; User Dimensions; Latitude User Transverse Reinf.; Latitude Program Transverse Reinf.; Latitude User Individual Transverse Bars; Latitude Program Individual Transverse Bars; Longitude User Transverse Reinf.; Longitude Program Transverse Reinf.; Longitude User Individual Transverse Bars; Longitude Program Individual Transverse Bars; Transverse Reinf. Descriptions; Transverse Reinf. Extent; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Strata Vail - 7285 - Strata L1 11-10-14 beams only - 60ksi.cpt - 1/20/2015 Reinforcement: Shear Bars Plan (2) Reinforcement: Shear Bars Plan - 19 B22 B16 B12 B20 B22 B5 B10 B16 B22 B15 B4 B28 B22 B28 B4 B22 B6 #5(4-Leg)@12.6(9 spaces) #5(4-Leg)@14(1 spaces) #5(4-Leg)@0.766(148 spaces)#5(4-Leg)@7.59(10 spaces) #5(4-Leg)@7.05(27 spaces) #5(4-Leg)@12.8(14 spaces) #5(4-Leg)@13.2(16 spaces)#5(4-Leg)@14(1 spaces) #5(4-Leg)@7.06(6 spaces) #5(4-Leg)@11.7(4 spaces) #5(4-Leg)@6.82(8 spaces) #5(4-Leg)@7.86(9 spaces) #5(4-Leg)@7.48(18 spaces) #5(4-Leg)@5.07(10 spaces) #5(4-Leg)@9.9(35 spaces) #5(4-Leg)@6.77(15 spaces) #5(4-Leg)@4.29(7 spaces) #5(4-Leg)@10.2(6 spaces) #5(4-Leg)@13.5(18 spaces) #5(4-Leg)@13.8(7 spaces) #5(4-Leg)@4.63(10 spaces) #5(4-Leg)@7.65(9 spaces) #5(4-Leg)@5.51(4 spaces)#5(4-Leg)@8.17(4 spaces) #5(4-Leg)@4.43(10 spaces) #5(4-Leg)@12.9(11 spaces) #5(4-Leg)@13.8(1 spaces) #5(4-Leg)@10.2(6 spaces) #5(4-Leg)@11.1(4 spaces) #5(4-Leg)@11.1(3 spaces) #5(4-Leg)@6.92(2 spaces) #5(4-Leg)@3.55(9 spaces) #5(4-Leg)@15.7(11 spaces) #5(4-Leg)@11.5(5 spaces) #5(4-Leg)@13.8(1 spaces)#5(4-Leg)@8.96(8 spaces) #5(4-Leg)@9.01(15 spaces) #5(4-Leg)@10.6(9 spaces) #5(4-Leg)@14.9(9 spaces) #5(4-Leg)@4.12(7 spaces) #5(4-Leg)@8(9 spaces) #5(4-Leg)@5.73(3 spaces) #5(4-Leg)@13(4 spaces) #5(4-Leg)@10.8(14 spaces) Reinforcement: User Lines; User Notes; User Dimensions; Latitude User Transverse Reinf.; Latitude Program Transverse Reinf.; Latitude User Individual Transverse Bars; Latitude Program Individual Transverse Bars; Longitude User Transverse Reinf.; Longitude Program Transverse Reinf.; Longitude User Individual Transverse Bars; Longitude Program Individual Transverse Bars; Transverse Reinf. Descriptions; Transverse Reinf. Extent; Strata Vail - 7285 - Strata L1 11-10-14 beams only - 60ksi.cpt - 1/20/2015 Reinforcement: Shear Bars Plan (3) Reinforcement: Shear Bars Plan - 20 Strata Vail - 7285 - Strata L1 11-10-14 beams only - 60ksi.cpt - 1/20/2015 Reinforcement: Shear Bars Plan (4) Reinforcement: Shear Bars Plan - 21 B8 B8 B8 B8 B6 B14 B21 B6 B23 B10 B22 B2 #5(4-Leg)@13(7 spaces)#5(4-Leg)@7.79(9 spaces)#5(4-Leg)@10.5(13 spaces)#5(4-Leg)@14.1(4 spaces)#5(4-Leg)@14(4 spaces) #5(4-Leg)@11.2(14 spaces) #5(4-Leg)@6.73(6 spaces) #5(4-Leg)@14(5 spaces) #5(4-Leg)@8.29(2 spaces) #5(4-Leg)@13.5(8 spaces) #5(4-Leg)@19(2 spaces) #5(4-Leg)@6.73(7 spaces)#5(4-Leg)@22.8(3 spaces) #5(4-Leg)@12.5(19 spaces) #5(4-Leg)@5.01(14 spaces) #5(4-Leg)@11.9(3 spaces) #5(4-Leg)@9.85(14 spaces) #5(4-Leg)@3.68(21 spaces)#5(4-Leg)@12(3 spaces) #5(4-Leg)@11.2(8 spaces) #5(4-Leg)@11.5(3 spaces) #5(4-Leg)@1.62(9 spaces)#5(4-Leg)@12.1(14 spaces)#5(4-Leg)@20.7(4 spaces)#5(4-Leg)@9.3(7 spaces)#5(4-Leg)@2.03(8 spaces)#5(4-Leg)@14.5(4 spaces) #5(4-Leg)@13.5(4 spaces) #5(4-Leg)@16(3 spaces) #5(4-Leg)@5.71(8 spaces) #5(4-Leg)@18.2(10 spaces) #5(4-Leg)@10.1(11 spaces) #5(4-Leg)@7.04(2 spaces) #5(4-Leg)@8.45(10 spaces) #5(4-Leg)@14(2 spaces)#5(4-Leg)@7.05(27 spaces)Strata Vail - 7285 - Strata L1 11-10-14 beams only - 60ksi.cpt - 1/20/2015Reinforcement: Shear Bars Plan (5) Reinforcement: Shear Bars Plan - 22 #5(4-Leg)@7.05(27 spaces) Strata Vail - 7285 - Strata L1 11-10-14 beams only - 60ksi.cpt - 1/20/2015 Reinforcement: Shear Bars Plan (6) Reinforcement: Shear Bars Plan - 23 1C-1 OK 2C-1 OK 3C-1 OK 4C-1 OK 5C-1 OK 6C-1 OK 6C-2 OK 7C-1 OK 8C-1 OK 9C-1 OK 10C-1 OK 11C-1 OK 11C-2 OK 11C-3 OK 11C-4 OK 12C-1 OK 12C-2 OK Design Status: Latitude Span Designs; Longitude Span Designs; Span Design Numbers; Span Design Status; Latitude DS Designs; Longitude DS Designs; DS Design Numbers; DS Design Status; PC Design Numbers; PC Design Status; Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only; Scale = 1:250 Strata Vail - 7285 - Strata L1 11-10-14 beams only - 60ksi.cpt - 1/20/2015 Design Status: Status Plan Design Status: Status Plan - 24 10C-1 OK 10C-2 OK 10C-3 OK OK OK OK OK OK OK 13C-1 OK 14C-1 OK 15C-1 OK 16C-1 OK 17C-1 OK 18C-1 OK 18C-2 OK 18C-3 OK 19C-1 OK 19C-2 OK 20C-1 OK 20C-2 OK 20C-3 OK 20C-4 OK 21C-1 OK 22C-1 OK 22C-2 OK 22C-3 OK 22C-4 OK 22C-5 OK 23C-1 OK 24C-1 OK 24C-2 OK 24C-3 OK 24C-4 OK 25C-1 OK 26C-1 OK 26C-2 OK 27C-1 OK 27C-2 OK 28C-1 OK 29C-1 OK 29C-2 OK 30C-1 OK 31C-1 OK 32C-1 OK 33C-1 OK 34C-1 OK 36C-1 OK 37C-1 OK 38C-1 OK 39C-1 OK 40C-3 40C-4 OK 40C-5 OK 40C-6 OK 40C-7 OK 41C-1 OK 43C-1 OK 44C-1 OK 47C-1 OK 47C-2 OK 47C-3 OK 48C-1 OK 49C-1 OK 51C-1 OK 52C-1 OK 52C-2 OK 53C-1 OK 54C-1 OK 55C-1 OK Design Status: Latitude Span Designs; Longitude Span Designs; Span Design Numbers; Span Design Status; Latitude DS Designs; Longitude DS Designs; DS Design Numbers; DS Design Status; PC Design Numbers; PC Design Status; Element: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only; Strata Vail - 7285 - Strata L1 11-10-14 beams only - 60ksi.cpt - 1/20/2015 Design Status: Status Plan (2) Design Status: Status Plan - 25 40C-8 OK 40C-9 OK 52C-2 OK 55C-2 OK 55C-3 OK 55C-4 OK 55C-5 OK 56C-1 OK 57C-1 OK 58C-1 OK 59C-1 OK 60C-1 OK 61C-1 OK 62C-1 OK 63C-1 OK Strata Vail - 7285 - Strata L1 11-10-14 beams only - 60ksi.cpt - 1/20/2015 Design Status: Status Plan (3) Design Status: Status Plan - 26 Strata Vail - 7285 - Strata L1 11-10-14 beams only - 60ksi.cpt - 1/20/2015 Design Status: Status Plan (4) Design Status: Status Plan - 27 29C-1 35C-1 OK 35C-2 OK 40C-1 OK 40C-2 OK 40C-3 OK 42C-1 OK 42C-2 OK 45C-1 OK 46C-1 OK 46C-2 OK 50C-1 OK Strata Vail - 7285 - Strata L1 11-10-14 beams only - 60ksi.cpt - 1/20/2015 Design Status: Status Plan (5) Design Status: Status Plan - 28 OK Strata Vail - 7285 - Strata L1 11-10-14 beams only - 60ksi.cpt - 1/20/2015 Design Status: Status Plan (6) Design Status: Status Plan - 29 1 #9 T. 3 #9 T. 1 #9 T. 5 #9 T. 44 #9 T. 6 #9 T. 6 #9 T. 1 #9 T.3 #9 T. 4 #9 T. 3 #9 T. 2 #9 T. 9 #9 T. 5 #9 T. 3 #9 T. 5 #9 T. 15 #9 T. 6 #9 T. 4 #9 T. 1 #9 T. 1 #9 T. 1 #9 T. 3 #9 T. 1 #9 T. 11 #9 T. 7 #9 T. 4 #9 T. 2 #9 T. 4 #9 T. 1 #9 T. 1 #9 T. 7 #9 T. 5 #9 T.1 #9 T. Design Status: User Lines; User Notes; User Dimensions; Latitude Span Designs; Longitude Span Designs; Span Design Top Bars; Span Design Bar Descriptions; Latitude DS Designs; Longitude DS Designs; DS Design Top Bars; Drawing Import: User Lines; User Notes; User Dimensions; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Reinforcement: Top Face Concentrated Reinf.; Both Faces Concentrated Reinf.; Auto Face Concentrated Reinf.; Concentrated Reinf. Descriptions; Top Face Distributed Reinf.; Both Faces Distributed Reinf.; Auto Face Distributed Reinf.; Distributed Reinf. Descriptions; Latitude User Concentrated Reinf.; Longitude User Concentrated Reinf.; Latitude User Distributed Reinf.; Longitude User Distributed Reinf.; Scale = 1:250 Strata Vail - 7285 - Strata L1 11-10-14 beams only - 60ksi.cpt - 1/20/2015 Design Status: Top Reinforcement Plan Design Status: Top Reinforcement Plan - 30 1 #9 T. 1 #9 T. 1 #9 T. 2 #9 T. 5 #9 T. 8 #9 T. 1 #9 T. 1 #9 T. 1 #9 T. 2 #9 T. 2 #9 T. 1 #9 T. 1 #9 T. 1 #9 T. 3 #9 T. 6 #9 T. 1 #9 T. 4 #9 T. 2 #9 T. 1 #9 T. 2 #9 T. 4 #9 T. 11 #9 T. 9 #9 T. 6 #9 T. 14 #9 T. 8 #9 T. 1 #9 T. 5 #9 T.1 #9 T. 8 #9 T. 3 #9 T. 12 #9 T. 9 #9 T. 6 #9 T. 9 #9 T. 6 #9 T. 1 #9 T. 10 #9 T. 10 #9 T. 2 #9 T. 2 #9 T. 4 #9 T. 5 #9 T.5 #9 T. 4 #9 T.4 #9 T. 4 #9 T. 1 #9 T. 3 #9 T. 4 #9 T.4 #9 T. 7 #9 T. 5 #9 T. 11 #9 T. 6 #9 T. 2 #9 T. 6 #9 T. 15 #9 T. 15 #9 T. 19 #9 T. 21 #9 T. 11 #9 T. 6 #9 T. 6 #9 T. 2 #9 T. 2 #9 T. 3 #9 T. 1 #9 T. 1 #9 T. 3 #9 T. 5 #9 T. 1 #9 T. 5 #9 T. 1 #9 T. 1 #9 T. 1 #9 T. 7 #9 T. 1 #9 T. 4 #9 T.4 #9 T. 1 #9 T. 1 #9 T. 2 #9 T. 1 #9 T. 5 #9 T. 5 #9 T. 2 #9 T. 3 #9 T. 1 #9 T. 3 #9 T.3 #9 T. 5 #9 T. 5 #9 T. 9 #9 T. 16 #9 T. 5 #9 T. 3 #9 T. 1 #9 T.10 #9 T. 9 #9 T. 11 #9 T. 10 #9 T. 9 #9 T. 13 #9 T. 15 #9 T. 2 #9 T. 2 #9 T. 3 #9 T. 1 #9 T. 3 #9 T. 7 #9 T. 8 #9 T. 9 #9 T. 6 #9 T.1 #9 T. 2 #9 T. 19 #9 T. 14 #9 T. 1 #9 T. 3 #9 T. 4 #9 T. 4 #9 T. 20 #9 T.16 #9 T. 6 #9 T.5 #9 T. 5 #9 T. 2 #9 T. 2 #9 T. 5 #9 T. 6 #9 T. 17 #9 T. 15 #9 T. 3 #9 T. Design Status: User Lines; User Notes; User Dimensions; Latitude Span Designs; Longitude Span Designs; Span Design Top Bars; Span Design Bar Descriptions; Latitude DS Designs; Longitude DS Designs; DS Design Top Bars; Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only; Reinforcement: Top Face Concentrated Reinf.; Both Faces Concentrated Reinf.; Auto Face Concentrated Reinf.; Concentrated Reinf. Descriptions; Top Face Distributed Reinf.; Both Faces Distributed Reinf.; Auto Face Distributed Reinf.; Distributed Reinf. Descriptions; Latitude User Concentrated Reinf.; Longitude User Concentrated Reinf.; Latitude User Distributed Reinf.; Longitude User Distributed Reinf.; Strata Vail - 7285 - Strata L1 11-10-14 beams only - 60ksi.cpt - 1/20/2015 Design Status: Top Reinforcement Plan (2) Design Status: Top Reinforcement Plan - 31 15 #9 T. 17 #9 T. 1 #9 T. 8 #9 T.2 #9 T. 5 #9 T. 15 #9 T.15 #9 T. 11 #9 T.14 #9 T. 14 #9 T.13 #9 T. 8 #9 T. 2 #9 T. 3 #9 T. 3 #9 T. 1 #9 T. 2 #9 T. 5 #9 T.8 #9 T. 1 #9 T. 1 #9 T. 2 #9 T. 6 #9 T. 2 #9 T. 3 #9 T. 11 #9 T. 2 #9 T. 1 #9 T. 3 #9 T. 1 #9 T. Reinforcement: Top Face Concentrated Reinf.; Both Faces Concentrated Reinf.; Auto Face Concentrated Reinf.; Concentrated Reinf. Descriptions; Top Face Distributed Reinf.; Both Faces Distributed Reinf.; Auto Face Distributed Reinf.; Distributed Reinf. Descriptions; Latitude User Concentrated Reinf.; Longitude User Concentrated Reinf.; Latitude User Distributed Reinf.; Longitude User Distributed Reinf.; Strata Vail - 7285 - Strata L1 11-10-14 beams only - 60ksi.cpt - 1/20/2015 Design Status: Top Reinforcement Plan (3) Design Status: Top Reinforcement Plan - 32 Strata Vail - 7285 - Strata L1 11-10-14 beams only - 60ksi.cpt - 1/20/2015 Design Status: Top Reinforcement Plan (4) Design Status: Top Reinforcement Plan - 33 1 #9 T. 1 #9 T. 1 #9 T. 5 #9 T. 3 #9 T. 3 #9 T. 1 #9 T. 6 #9 T. 1 #9 T. 4 #9 T. 12 #9 T.17 #9 T. 16 #9 T. 1 #9 T. 2 #9 T. 1 #9 T.2 #9 T. 1 #9 T. 5 #9 T.11 #9 T. 1 #9 T. 4 #9 T. 3 #9 T. 2 #9 T. 1 #9 T. 17 #9 T. 3 #9 T. Strata Vail - 7285 - Strata L1 11-10-14 beams only - 60ksi.cpt - 1/20/2015 Design Status: Top Reinforcement Plan (5) Design Status: Top Reinforcement Plan - 34 3 #9 T. Strata Vail - 7285 - Strata L1 11-10-14 beams only - 60ksi.cpt - 1/20/2015 Design Status: Top Reinforcement Plan (6) Design Status: Top Reinforcement Plan - 35