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SHEET DRAWING TITLE PERMIT 3 5 6 7 7 SHEET I TITLE PERMIT 5 #6 #7 #7A GENERAL: STRUCTURAL (CONTINUED . . . ): CSV-3 COVER SHEET - VOLUME THREE 11 /17/06 1 02/16/07 1 1 05/04/07 1 8/10/2007 10/19/2007 11 /2/2007 57.01 FOOTING & PRECAST COLUMN SCHEDULE 11 /17/06 02/16/07 05/04/07 8/10/2007 10/19/2007 11 /2/2007 j IND-V3 INDEX SHEET - VOLUME THREE 11 /17/06 1 02/16107 05/04/07 1 8/10/2007 10/19/2007 11 /2/2007 57.01 . 1 PRECAST SHEAR WALL SCHEDULE 8/10/2007 ST02 CAST IN PLACE COLUMN SCHEDULE 11 /17/06 02/16/07 05104/07 8/10/2007 _ STRUCTURAL: 57.03. 1 SLAB PUNCHING SHEAR REINFORCEMENT SCHEDULE LEVEL 1 11 /17/06 02/16/07 S0.01 STRUCTURAL NOTES 11 /17/06 02/16/07 05/04/07 8/10/2007 57.012 SLAB PUNCHING SHEAR REINFORCEMENT SCHEDULE LEVEL 2 11 /17/06 02/16/07 S0.02 STRUCTURAL NOTES 04/12/07 8/10/2007 10/19/2007 ST033 SLAB PUNCHING SHEAR REINFORCEMENT SCHEDULE LEVEL 3 11 /17/06 02/16/07 05/04/07 S1000 FOUNDATION & LOWER BASEMENT LEVEL PLAN - OVERALL 11 /17/06 02/16/07 8/10/2007 11 /2/2007 57.03.4 SLAB PUNCHING SHEAR REINFORCEMENT SCHEDULE LEVEL 4 11 /17/06 02/16/07 I S1 .01 FOUNDATION & LOWER BASEMENT LEVEL PLAN - WEST 11 /17/06 02/16/07 8/10/2007 11 /2/2007 57.03.5 SLAB PUNCHING SHEAR REINFORCEMENT SCHEDULE LEVEL 5 11 /17/06 02/16/07 S1 .02 FOUNDATION & LOWER BASEMENT LEVEL PLAN - CENTER 11 /17/06 02/16/07 05/04/07 8/10/2007 10/19/2007 11 /2/2007 57.03.6 SLAB PUNCHING SHEAR REINFORCEMENT SCHEDULE LEVEL 6 04/12/07 8/10/2007 51 .03 FOUNDATION & LOWER BASEMENT LEVEL PLAN - EAST 11 /17/06 02/16/07 05/04/07 8/10/2007 11 /2/2007 S8.01 SHEAR WALLS S -1 SCHEDULE 11 /17/06 02/16/07 51 . 10 UPPER BASEMENT LEVEL FRAMING PLAN - OVERALL 11 /17/06 02/16/07 05/04/07 8/10/2007 10/19/2007 11 /2/2007 S8.01 . 1 SHEAR WALLS S -1 SCHEDULE 04/12107 8/10/2007 S1s10A UPPER BASEMENT LEVEL PRECAST WALL SHEAR AND DIAPHRAGM CONNECTION PLAN 8/10/2007 11 /2/2007 S .02 SHEAR WALLS S -2 SCHEDULE 11 /17/06 02/16/07 51 . 11 UPPER BASEMENT LEVEL FRAMING PLAN - WEST 11 /17/06 02/16/07 05/04/07 8/10/2007 10/19/2007 11 /2/2007 58,03 SHEAR WALLS -3 SCHEDULE 11 /17/06 02/16/07 8/10/2007 10/19/2007 0 51 . 12 UPPER BASEMENT LEVEL FRAMING PLAN - CENTER 11 /17/06 02/16/07 05/04/07 8/10/2007 10/19/2007 S8,03. 1 SHEAR WALLS SW4 SCHEDULE 04/12/07 I 51 . 13 UPPER BASEMENT LEVEL FRAMING PLAN - EAST 11 /17/06 02/16/07 8/10/2007 10/19/2007 11 /2/2007 58.04 SHEAR WALLS SW-5 SCHEDULE 11 /17/06 02/16/07 10/19/2007 j 51 .20 TERRACE LEVEL FRAMING N - OVERALL 11 /17/06 02/16/07 05/04/07 8/10/2007 11 /2/2007 58.05 SHEAR WALLS SW-6 SCHEDULE S1 ,20A TERRACE LEVEL PRECAST ALL SHEAR AND DIAPHRAGM CONNECTION PLAN 8/10/2007 11 /2/2007 58.05. 1 SHEAR WALLS SWm6 &SW-6& SW-7 SCHEDULES 04/12/07 51 .21 TERRACE LEVEL FRAMING N - WEST 11 /17/06 02/16/07 05/04/07 8/10/2007 10/19/2007 11 /2/2007 58.06 SHEAR ALLS SW-7 & SW-8 SCHEDULES 02/16/07 11 /2/2007 51 .22 TERRACE LEVEL FRAMING PLAN - CENTE 11 {17/06 02/16/07 05/04/07 8/10/2047 10/19/2007 11 /2/2007 59.01 TRANSFER GIRDER SCHEDULE 11 /17/06 02/16/07 8/10/2007 TERRACE LEVEL F I G PLAN - EAST 11 /17/06 02/16/07 05/04/07 8/10/2007 10/19/2007 11 /2/2007 .02 TRANSFER GIRDER SCHEDULE 11 /17/06 0216/07 05/04/07 8/10/2007 51 ,23 { 51 .24 TERRACE LEVEL POST TENSIONED IFOC T 11 /17/06 02/16/07 8/10/2007 1112/2007 S9,03 TRANSFER GIRDER SCHEDULE 11 /17/06 02/16/07 8/10/2007 1 .2 . 1 TERRACE LEVEL MILD STEEL REINFORCEMENT BOTTOM BARS - WEST 11 /17/06 02/16/07 05/04/07 8/10/2007 59.04 TRANSFER IR ER SCHEDULE 11 /17/06 02/16/07 8/10/2007 11 /2/2007 51 .25.2 TERRACE LEVEL MILD STEEL REINFORCEMENT BOTTOM BARS - CET 11 /17/06 02/16/07 S9,05 TRANSFER GIRDER SCHEDULE 11 /17/06 02/16/07 8/10/2007 10/19/2007 11 /2/2007 51 .25.3 TERRACE LEVEL MILD STEEL REINFORCEMENT BOTTOM BARS - EAST 11 /17/06 02/16/07 S9.06 TRANSFER GIRDER SCHEDULE 11 /17/06 02/16/07 8/10/2007 f 51 .26. 1 TERRACE LEVEL MILD STEEL REINFORCEMENT TOP BARS - WEST 11 /17/06 02/16/07 05/04/07 8/1012007 S9.07 TRANSFER GIRDER SCHEDULE 11 /17/06 02/16/07 8/10/2007 11 /2/2007 51 .26.2 TERRACE LEVEL MILD STEEL REINFORCEMENT TOP BARS - CENTER 11 /17/06 02/16/07 59.08 TRANSFER GIRDER SCHEDULE 11 /17/06 02/16/07 8/10/2007 S1 .26.3 TERRACE LEVEL MILD STEEL REINFORCEMENT TOP BARS - EAST 11 /17/06 02/16/07 S9009 TRANSFER GIRDER & POST - TENSION BEAM SCHEDULE 11 /17/06 02/16/07 8110/2007 S2.00 FIRST FLOOR LEVEL FRAMING PLAN - OVERALL 11 /17/06 02/16/07 8/10/2007 11 /2/2007 59. 10 POST - TENSION BEAM SCHEDULE 11 /17/06 02/16/07 05/04/07 10119/2007 11 /2/2007 S2.00A FIRST FLOOR LEVEL PRECAST WALL SHEAR AND DIAPHRAGM CONNECTION PLAN 8/10/2007 11 /2/2007 S9011 POST - TENSION BEAM SCHEDULE 11 /17/06 02/16/07 05/04/07 10/19/2007 11 /2/2007 52.01 FIRST FLOOR LEVEL FRAMING PLAN - WEST 11 /17/06 02/16/07 05/04/07 8/10/2007 10/19/2007 11 /2/2007 59. 12 POST - TENSION BEAM SCHEDULE 11 /17/06 02/16107 05/04/07 8/1012007 10/19/2007 11 /2/2007 52.02 FIRST FLOOR LEVEL FRAMING PLAN - CENTER 11 /17/06 02/16/07 05/04/07 8/10/2007 10/1912007 11 /2/2007 59. 13 POST - TENSION BEAM SCHEDULE 11 /17/06 02/16107 05/04/07 8/10/2007 10/19/2007 S2.03 FIRST FLOOR LEVEL FRAMING PLAN - EAST 11 /17/06 02/16/07 05/04/07 8/10/2007 10/19/2007 11 /2/2007 59. 14 POST - TENSION BEAM SCHEDULE 11 /17/06 02/16/07 1 05/04/07 8/10/2007 10/19/2007 11 /2/2007 52.04 FIRST FLOOR LEVEL POST TENSIONED REINFORCEMENT 11 /17/06 02/16/07 05/04/07 8/10/2007 10/19/2007 11 /212007 S9. 15 POST - TENSION BEAM SCHEDULE 11 /17/06 02/16/07 8/10/2007 10/19/2007 52.05. 1 FIRST FLOOR LEVEL MILD STEEL REINFORCEMENT BOTTOM BARS - WEST 11 /17/06 02/16/07 05/04/07 8/10/2007 10/19/2007 11 /2/2007 S9. 16 POST - TENSION BEAM SCHEDULE 11 /17/06 02/16/07 8/10/2007 10/19/2007 52.05.2 FIRST FLOOR LEVEL MILD STEEL REINFORCEMENT BOTTOM BARS - CENTER 11 /17/06 02/16/07 05/04/07 8110/2007 10/19/2007 S9. 17 POST-TENSION SCHEDULE 11 /17/06 02/16/07 8/10/2007 10/19/2007 52.05.3 FIRST FLOOR LEVEL MILD STEEL REINFORCEMENT BOTTOM BARS - EAST 11 /17/06 02/16/07 05/04/07 8/10/2007 59. 18 BEAM SCHEDULE (FORMERLY SHEET 59. 15117) 02/16/07 8/10/2007 S2.0641 FIRST FLOOR LEVEL MILD STEEL REINFORCEMENT TOP BARS - WEST 11 /17/06 02/16/07 05/04/07 10/19/2007 11 /212007 52.06.2 FIRST FLOOR LEVEL MILD STEEL REINFORCEMENT TOP BARS - CENTER 11 /17/06 02/16/07 05/04/07 8/10/2007 S2.06.3 FIRST FLOOR LEVEL MILD STEEL REINFORCEMENT TOP BARS - EAST 11 /17/06 02/16/07 05104/07 32.07 POOL DECK TOILET & PAVILION FRAMING PLANS 02/16/07 8/10/2007 10/19/2007 S2. 10 SECOND FLOOR LEVEL FRAMING PLAN = OVERALL 11 /17/06 02/16/07 05/04/07 8/10/2007 OWNER/DEVELOPER S2. 11 SECOND FLOOR LEVEL FRAMING PLAN -WEST 11 /17/06 02/16/07 8/10/2007 10/19/2007 11 /2/2007 S2. 12 SECOND FLOOR LEVEL FRAMING PLAN - CENTER 11 /17/06 02/16/07 05/04/07 8/10/2007 10/19/2007 11 /2/2007 S2. 13 SECOND FLOOR LEVEL FRAMING PLAN - EAST 11 /17/06 02/16/07 05/04/07 8/10/2007 10/19/2007 11 /2/2007 VAIL RESORTS S2. 14 SECOND FLOOR LEVEL POST TENSIONED REINFORCEMENT 11 /17/06 02116/07 8/10/2007 10/19/2007 11 /2/2007 DEVELOPMENT S2. 15. 1 SECOND FLOOR LEVEL MILD STEEL REINFORCEMENT BOTTOM BARS - WEST 11 /17/06 02/16/07 05/04/07 8/10/2007 10/1912007 11 /2/2007 S2. 152 SECOND FLOOR LEVEL MILD STEEL REINFORCEMENT BOTTOM BARS - CENTER 11 /17/06 02/16/07 8/10/2007 10/19/2007 11 /2/2007 COMPANY S2. 15.3 SECOND FLOOR LEVEL MILD STEEL REINFORCEMENT BOTTOM BARS - EAST 11 /17/06 02/16/07 8/10/2007 10/19/2007 11 /2/2007 AVON, COLORADO S2. 16. 1 SECOND FLOOR LEVEL MILD STEEL REINFORCEMENT TOP BARS - WEST 11 /17/06 02/16/07 05/04/07 8/10/2007 10/19/2007 11 /2/2007 S2. 1 ,2 SECOND FLOOR LEVEL MILD STEEL REINFORCEMENT TOP BARS - CENTER 11 /17/06 02/16/07 8/10/2007 10/19/2007 2. 16.3 SECOND FLOOR LEVEL MILD STEEL REINFORCEMENT TOP BARS - EAST 11 /17/06 02/16/07 8/10/2007 10/19/2007 11 /2/2007 S2.20 THIRD FLOOR LEVEL FRAMING - OVERALL 11 /17/06 02/16/07 05/04/07 8/10/2007 DESIGN ARCHITECT 52.21 THIRD FLOOR LEVEL FRAMING PLAN - WEST 11 /17/06 02/16/07 05104/07 8/10/2007 10/19/2007 11 /2/2007 52.22 THIRD FLOOR LEVEL FRAMING P - CENTER 11 /17/06 02/16/07 05/04/07 8/10/2007 10/19/2007 11 /2/2007 52.23 THIRD FLOOR LEVEL FRAMING P - EAST 11 /17/06 02/16/07 05/04/07 8/10/2007 10/19/2007 11 /2/2007 2 22 THIRD L LEVEL POST TENSIONED REINFORCEMENT 11 /17/06 02/16/07 05/04/07 8/10/2007 10/19/2007 11 /2/2007 4 40 52.25. 1 THIRD FLOOR LEVEL MILD STEEL REINFORCEMENT BOTTOM BARS - WEST 11 /17/06 02/16/07 8/10/2007 10/19/2007 11 /2/2007 52.25.2 THIRD FLOOR LEVEL MILD STEEL REINFORCEMENT BOTTOM BARS - CENTER 11 /17/06 02/16/07 8/10/2007 10/19/2007 11 /2/2007 225.3 THIRD FLOOR LEVEL MILD STEEL REINFORCEMENT BOTTOM BARS - EAST 11 /17/06 02/16/07 8/10/2007 10/19/2007 11 /2/2007 Denver, Colorado 52.26. 1 THIRD FLOOR LEVEL MILD STEEL REINFORCEMENT TOP BARS - WEST 11 /17/06 02/16/07 10/19/2007 11 /2/2007 52.26.2 THIRD FLOOR LEVEL MILD STEEL REINFORCEMENT TOP BARS - CENTER 11 /17/06 02/16/07 8/10/2007 10/19/2007 11 /2/2007 S2.26.3 THIRD FLOOR LEVEL MILD STEEL REINFORCEMENT TOP BARS - EAST 11 /17/06 02/16/07 10/19/2007 11 /2/2007 52.30 FOURTH FLOOR LEVEL FRAMING PLAN - OVERALL 11 /17/06 02/16/07 05104/07 8/10/2007 1 ARCHITECT OF RECORD S231 FOURTH FLOOR LEVEL FRAMING PLAN - WEST 11 /17/06 02/16/07 05/04/07 8/10/2007 10/19/2007 11 /2/2007 GLOVER SMITH BODE, INC. S2.32 FOURTH FLOOR LEVEL FRAMING PLAN - CENTER 11 /17/06 02/16/07 05/04/07 8/10/2007 10/19/2007 OKLAHOMA CITY, OI�.AHOMA S233 FOURTH FLOOR LEVEL FRAMING PLAN - EAST 11 /17/06 02/16/07 05/04/07 8/10/2007 10/19/2007 S2.34 FOURTH FLOOR LEVEL POST TENSIONED REINFORCEMENT 11 /17/06 02/16/07 8/10/2007 10/19/2007 11 /2/2007 CIVIL ENGINEER S2.35. 1 FOURTH FLOOR LEVEL MILD STEEL REINFORCEMENT BOTTOM BARS - WEST 11 /17/06 02/16/07 8/10/2007 10/19/2007 11 /2/2007 ALPINE ENGINEERING, INC. S2.35.2 FOURTH FLOOR LEVEL MILD STEEL REINFORCEMENT BOTTOM BARS - CENTER 11 /17/06 02/16/07 8/10/2007 10/19/2007 11 /2/2007 VAIL, COLORADO 52.35.3 FOURTH FLOOR LEVEL MILD STEEL REINFORCEMENT BOTTOM BARS - EAST 11 /17/06 02/16/07 8/10/2007 10/19/2007 11 /2/2007 LANDSCAPE ARCHITECT 52.36. 1 FOURTH FLOOR LEVEL MILD STEEL REINFORCEMENT TOP BARS - WEST 11 /17/06 02/16/07 05/04/07 8/10/2007 10/19/2007 11 /212007 S E GROUP S2.36.2 FOURTH FLOOR LEVEL MILD STEEL REINFORCEMENT TOP BARS - CENTER 11 /17/06 02/16/07 8/10/2007 10/19/2007 BURLINGTON, VERMONT S2.36.3 FOURTH FLOOR LEVEL MILD STEEL REINFORCEMENT TOP BARS - EAST 11 /17/06 02/16/07 8/10/2007 10119/2007 52.40 FIFTH FLOOR LEVEL FRAMING PLAN - OVERALL 11 /17/06 02/16/07 05/04/07 8/10/2007 S2.41 FIFTH FLOOR LEVEL FRAMING PLAN - WEST 11 /17/06 02/16/07 05/04/07 8/10/2007 10/19/2007 STRUCTURALENGINEER S2.42 FIFTH FLOOR LEVEL FRAMING PLAN - CENTER 11 /17/06 02/16/07 05/04/07 8/10/2007 10/19/2007 HAYNES WHALEY ASSOCIATES, S2.43 FIFTH FLOOR LEVEL FRAMING PLAN - EAST 11 /17/06 02/16/07 05/04/07 8/10/2007 10/1912007 INC' 52.44 FIFTH FLOOR LEVEL POST TENSIONED REINFORCEMENT 11 /17/06 02/16/07 05/04/07 8/1012007 10/19/2007 11 /2/2007 HOUSTON, TEXAS 52.45. 1 FIFTH FLOOR LEVEL MILD STEEL REINFORCEMENT BOTTOM BARS - WEST 11 /17/06 02/16/07 05/04/07 8/10/2007 10/19/2007 11 /2/2007 MEC CAL ELEC CAL 52.452 FIFTH FLOOR LEVEL MILD STEEL REINFORCEMENT BOTTOM BARS - CENTER 11 /17/06 02/16/07 8/10/2007 10/19/2007 PLUMBING ENGINEER .2.453 FIFTH FLOOR LEVEL MILD STEEL REINFORCEMENT BOTTOM BARS - EAST 11 /17/06 02/16/07 10/19/2007 11 /2/2007 ABS CONSULTANTS INC. 5146. 1 FIFTH FLOOR LEVEL MILD STEEL REINFORCEMENT TOP BARS - WEST 11 /17/06 02/16/07 10/19/2007 11 /2/2007 DENVER, COLORADO 1462 FIFTH FLOOR LEVEL MILD STEEL REINFORCEMENT TOP BARS -CENTER 11 /17/06 02/16/07 8110/2007 10/19/2007 S2.46.3 FIFTH FLOOR LEVEL MILD STEEL REINFORCEMENT TOP BARS -EAST 11 /17/06 02/16/07 10/19/2007 11 /2/2007 INTERIOR DESIGN 52.50 SIXTH FLOOR LEVEL FRAMING P - OVERALL 11 /17/06 02/16/07 8/10/2007 WILSON & ASSOCIATES 2.51 SIXTH FLOG LEVEL FRAMING - EST 11 /17/06 02/16/07 8/10/2007 10/19/2007 D S, Tx 52.52 SIXTH FLOOR LEVEL FRAMING PLAN CENTER 11 /17/06 02/16/07 05/04/07 8/10/2007 10/19/2007 LIFE SAFETY 52.53 SIXTH FLOOR LEVEL FRAMING PLAN -EAST 11 /17/06 02/16/07 8/10/2007 10/19/2007 11 /2/2007 BCER ENGINEERING INC. 52.60 ROOF FRAMING P - OVERALL 11 /17/06 02/16107 8/10/2007 ARVADA, COLORADO 52.61 ROOF FRAMING P - WEST 11 /17/06 02/16/07 52.62 ROOF FRAMING PLAN - CENTER 11 /17/06 02/16/07 8/10/2007 10/19/2007 52.63 ROOF FRAMING PLAN - EAST 11 /17/06 02/16/07 8/10/2007 S2.64 SIXTH FLOOR LEVEL POST TENSIONED REINFORCEMENT 11 /17/06 02/16/07 05/04/07 8/10/2007 10/19/2007 PROJECT NUMBER, 20941 .00 52.65.2 SIXTH FLOOR LEVEL MILD STEEL REINFORCEMENT BOTTOM BARS - CENTER 11 /17/06 02/16/07 05/04/07 8/10/2007 10/19/2007 S2.66.2 SIXTH FLOOR LEVEL MILD STEEL REINFORCEMENT TOP BARS - CENTER 11 /17/06 02/16/07 05/04/07 8/10/2007 10/19/2007 ISSUE REVISION DATE 52.70 GARDEN LEVEL LANDSCAPE WALLS 05/04/07 10/19/2007 S2.71 FIRST FLOOR LEVEL LANDSCAPE WALLS 05/04/07 S3.01 FOUNDATION SECTIONS & DETAILS 11 /17/06 02/16107 05/04/07 8/10/2007 10/19/2007 11 /2/2007 S3.02 FOUNDATION SECTIONS & DETAILS 11 /17/06 02/16/07 05/04/07 8/10/2007 10/19/2007 11 /212007 S3.03 FOUNDATION SECTIONS & DETAILS 11 /17/06 02116/07 05/04/07 8/10/2007 10/19/2007 11 /2/2007 S3.04 FOUNDATION SECTIONS & DETAILS 11 /17/06 02/16/07 8/10/2007 11 /2/2007 < ` S3.05 FOUNDATION SECTIONS & DETAILS 11 /17/06 02/16/07 05/04/07 8/10/2007 10/19/2007 11 /2/2007 g S3.06 FOUNDATION SECTIONS & DETAILS 11 /17/06 02/16/07 05/04/07 8/10/2007 11 /2/2007 g S3.07 FOUNDATION SECTIONS & DETAILS 11 /17/06 02/16/07 8/10/2007 10/19/2007 S3.08 FOUNDATION SECTIONS & DETAILS 11 /17/06 02/16/07 10/19/2007 ' S3.09 FOUNDATION SECTIONS & DETAILS 02/16/07 05/04/07 8/10/2007 10/19/20074 S3. 10 FOUNDATION SECTIONS & DETAILS 05/04/07 8/1012007 10/19/2007 S4.01 CONCRETE FRAMING SECTIONS & DETAILS 11 /17/06 02/16/07 05/04/07 10/19/2007 S4.02 CONCRETE FRAMING SECTIONS & DETAILS 11 /17/06 02/16/07 05/04/07 10/19/2007 S4.03 CONCRETE FRAMING SECTIONS & DETAILS 11 /17/06 02/16/07 05/04/07 10/19/2007 54.04 CONCRETE FRAMING SECTIONS & DETAILS 11 /17/06 02/16/07 05/04/07 10/19/2007 54.05 CONCRETE FRAMING SECTIONS DETAILS 11 /17/06 02/16/07 05/04/07 11 /2/2007 54.06 CONCRETE FRAMING SECTIONS DETAILS 02/16/07 05/04/07 8/10/2007 10/19/2007 54.07 CONCRETE FRAMING SECTIONS & DETAILS 02/16/07 05/04/07 A 018 REV. # 7A 11 /08/07 S4.08 CONCRETE FRAMING SECTIONS & DETAILS 02/16/07 S4.09 CONCRETE FRAMING SECTIONS & DETAILS 02/16/07 05/04/07 8/10/2007 10/19/2007 017 REV. # 7 10/ 19/07 55.01 STEEL FRAMING SECTIONS & DETAILS 11 /17/06 02116107 015 REV. # 6 08/ 10/07 55.02 STEEL FRAMING SECTIONS & DETAILS 11 /17/06 02/16/07 8/10/2007 10/19/2007 55.03 STEEL FRAMING SECTIONS & DETAILS 11 /17/06 02/16/07 8/10/2007 014 REV. # 5 05/04/07 S5.04 STEEL FRAMING SECTIONS & DETAILS 04/12/07 S5.05 STEEL FRAMING SECTIONS & DETAILS 04/12/07 4 013 REV. # 4 04/ 12/07 55.06 STEEL FRAMING SECTIONS & DETAILS 04/12/07 S5.07 STEEL FRAMING SECTIONS & DETAILS /12/07 8/10/2007 10/19/2007 009 PERMITSET 11 / 17/06 S5.08 NOT USED 04/12/07 55.09 NOT USED 04/12/07 S5. 10 NOT USED 04/12/07 S5. 11 BRACE ELEVATIONS 04/12/07 S5. 12 BRACE ELEVATIONS 04/12/07 - _ S5. 13 NOT USED 04/12/07 f 10717 S5. 14 NOT USED 04/12/07 � S5. 15 NOT USED 04/12/07 S5. 16 NOT USED 55. 17 NOT USED 04/12/07 S5. 18 NOT USED 04/12/07 S5. 19 NOT USED 04/12/07 55.20 NOT USED 04/12107 AL1 = CICISO S5.21 STEEL COLUMN SCHEDULE 04/12/07 NORTH[ S5.22 STEEL COLUMN SCHEDULE 04/12/07 N`a x 56.01 STANDARD CONCRETE DETAILS 11 /17/06 02/16/07 8/10/2007 10/19/2007 PROJECT KEYPLkN S6.01 . 1 STANDARD CONCRETE DETAILS 02116/07 10/19/2007 S6.02 STANDARD CONCRETE DETAILS 11 /17/06 02/16/07 S6.03 STANDARD CONCRETE DETAILS COLUMN REINFORCEMENT AND SPLICES 11 /17/06 02/16/07 S6.04 STANDARD CONCRETE DETAILS POST TENSIONED DETAILS 11 /17/06 02/16/07 S6.05 STANDARD CONCRETE DETAILS POST TENSIONED DETAILS 11 /17/06 02/16/07 S6.06 STANDARD STEEL DETAILS 11 /17/06 02/16/07 05/04/07 8/10/2007 INDEX O F DRAWINGS S6.07 STANDARD PRECAST DETAILS 11 /17/06 02/16/07 1 VOLUME THREE S6.08 STANDARD PRECAST DETAILS 11 /17/06 02/16/07 05/04/07 S6.09 STANDARD PRECAST DETAILS 11 /17/06 02/16/07 1 10/19/2007 rt - 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I X 7�- + I 1 , I � , r A6 I � I j 1�j� � E_�-:_5 L h4�i �7 � S I � 7," � , Z� , ��,�,Ill, I r I I I I r � r I . I r I r I I I I I A I I I I t I I I I I I PLAN NOTESa APPLICABLE FOR SHEETS Sill THRU S1 .03 I I I I — I I I Tool -X'-Y" I I tt� � , ' I ,_ b I % %� a a I I 11 TII lf� lu ' ft " olorado I � PREwCAST DESIGNER NOTE. NOTER 4 � . � I �, I r I r - I le FIN. FLOOR ELEVATIONS (TOP OF CONCRETE) ARE SHOWN BY / I I I PROJECT KEYP I I I REFER TO NOTES E. 13/i FOR ADDITIONAL DESIGN WER BASEMENT I EVEL FIN, �03111 THE FOUNDATION FOR THE STRUCTURE HAS BEEN DESIGNED . I I REQUIREMENTS FOR BASEMENT WALLS. OWABLE SOIL BEARING PRESSURE. THE � I i I i 1 2* FOOTING MARKS INDICATED THUS: 9 Tz011 -X'-r (EXAMPLE) PROJECT GEOTECHNICAL REPORT, NOTE 11 ON PAGE C- 22, � I � __ __ - _ _ _ _ - _ iiiijil iiiiiiiii ! lllll I imilimigagimiliplill ;i INDICATES THAT COBBLES AND BOULDERS WILL BE ligill ill III li ! Ili 1 ill ! i : IM 5 I : I If I lummumm � � � simmommom I sommism I TOP OF FOOTING ELEVATIONS ARE RELA11VE FIN. FLOOR EL 8096 .0" A2 /"- � (±) I 11 I I ENCOUNTED AT THE FOUNDA11ON ELEATION AND REMOVAL OF . ADDED DIMENSIONS , _,,;� , ULDERS MAY RESULT IN DEORESSIONS � I - y I 1 3. RE: SHEET SO.01 FOR STRUCTURAL NOTES I AND ROUGH BOTTOMS IN THE EXCAVATION . IF REQUIRED , UPDATED GRID LABELS I I � 4. REe SHEETS S6.01 THRU S6.05 FOR STANDARD CONCRETE DETAILS THE DEPRESSIONS SHALL BE BACKIFILLED WITH LEAN I � LOWER BASEMENT LEVEL 0 1 , t, I � r 1 5a RE: SHEET S6.06 FOR STANDARD STEEL DETAILS I CONCRETE OR COMPACTED FILL APPROVED BY THE PROJECT � I I 1 6. RE: SHEETS S6.07 THRU S6.09 FOR STANDARD PRECAST DETAILS I PLAN I I GEOTECHNICAL ENGINEER TO ACHIEVE THE 6000 PSF OF I r I I : I � I r 7. RE* SHEET S7.01 FOR F001ING & PRECAST COLUMN SCHEDULE r DESIGN PRESSURE. THE CONTRACTOR SHALL PROVIDE A I OVERALL I I I UNIT PRICE FOR THE USE OF LEAN CONCRETE OR COMPACTED I I I I I FILL AS A SEPARATE ITEM IN THE CONTRACT. I I I . 1 8, DENOTES FUTURE 8" C.M,U. WALL, SHOWN FOR VERT. WALL li��illi�Ill�llilllllllllili;!!;;:illlli,lliiilll!ll,l;ii, ;;!!:;I;ill;l:!Illllillill�;liililillllil:i:ill,liii� I 14 Ill I I 9;"�j�� I I I I I I REINFORCEMENT DOWEL PLACEMENT PURPOSE ONLY r I I r I I I I r I S1000 I I . I I I I . i I I � 400"ll"ll"i'll 000iiii"ll ` 1 ( 1 PLIC4 I I i, IQ 4 Q V 4 k L e� 4�1/ p, I . I I I i I �1 I I I I I I I I r . 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F - - - - F.D. - - co L. G 4 6 T.O.F. 1 - 6 3 T.O.F. 2'- 0" � ® O.F. - ° I I , - - _ _ _ _ -, - - - - - - - - - - - - - - - I = I 2 2 A a I a 40 - - - - - - - - - - - - - - - - - �J - - - - - - 'r - - - —� - - - - - - - ® 4 - —�—II ? -! ( E' _ _ I I - ( 1 163 ® I - - -�i- - - ., �— I „ 2 , n v I I — — I "� 1 I Denver Colorado I I T.O.C. 0 -�0 � T. O.C. 0 -0 - , °`.: � �: I rn I , n ' ��. ° I I � f I I r — L � _ _ _ _ — — — 9 —oy 160 „ I<& io . ' SI / \ 2 CRANE I ';: ' � I 5 I 9 _®� I I I I LF2 .0 -1 -0" J ' - L - - - - - - - - - - - - / - - - - - - - - - �-- - - - - - - - - - - - - - - - - - - �- - - - - - - ARCHITECT OF RECORD 0 6'-0" ' 6'-0" , » I I _ ' r ® .6F.- 'I - - - - - ®®I- - - - - - - - - - - � - - - - _- - ® ® - - - -1( - - - - - -' - - - - - - _ . 1 GLOVER SMITH BODE, INC. - '� 10 - 0 • 238 � � I - - - - - 15 � - - - - - - - �=_- I I - - � - - - - I I � I 4 I U.I � OKLAHOMA CITY, OKLAHOMA( TT 4 , � / r / � 6 � ' I "•- I ° ' IT.O.C. 0'-0" 6 ' � I I I I � I � ( �� I T.O.F. I1 '-0" _ _ I 3/S3.02 I .0. C. o'- o" I o I o, o I I I �� — BTT. 7 ALPINE ENGINEERING INC. o> rn I I I I CIVIL ENGINEER 4. .. • y I ( I I , 4 - - - - - - - - �-� - - - - - ' ' S® F_ ' _ + - - - - , - —I- - - _ - ' _ - _ - -I-- - - : . . � - - - -j— - � v - - - - N - - -j - I - - ' •�. - - I - _ - - - I _ ' _�•:- I I :' ` I ® 15 - - VAIL, COLORADO N , � r I - - - . , ®. ••.. . :. . . . r - - , � ° {° I _ . a : — - - - - - — — + — - - I • • 1 • I I 150 i 151 �°, 1 I -�' — '� I •` `� • • ' • - •• • • . • . LANDSCAPE ARCHITECT TT. - SI ' / SI < / I Z - � - - L _ _ _ _ - ® . J I i - - - ® - p - I ° � � - I I i i I I I , ' SEGROUP — - - - - i - —1- ! -} - - — n �+ t.o.C. +2 6 I I `° I I I _ _ BURLINGTON VERMONT / / - _ s r T.O. . +0 T.O. 0 -0 I I I I I I 1 I I 1 B TT. 9 , ' - 6 .. / / �- - - - T - - - - -� L - - - - - ® - I I L - - - - I - - - - - I - - - J - - - - - - - — - - j R R1 j 2 / , V I II I L J L I _ _ J O.C. 0'-4 , ,ro - - - - - . O.F. -1 ' I T - - - - -T.O.F. °-6" F4 T. .F. - ' L J F3 » F19 •a T.O.F.- 1 -0 1 - - - - STRUCTURAL ENGINEER 7 I 4 1 » T.O.F -1 -E • , . • ° •� • (-,® ° ® ® ® -'- ® ® ® ® - ' I I ' � `-OY" ' I 1 5 F12 T.O. . -1 -6 I F4 HAYNES EY ASSOCIATES, / / \ 5 '(CRANE FT . HOUSTON, T I' I = < • � > �° � 11 '- 0� '-0" 5 � rl � T.O.F.- 3'- " I OL. 4 f 4 I 1 I INC. T.O.C. I I S . 0 -1 10'- 0" 10'- 0" o'I-6" _ f RAMP DO " -o'-2"@ ' MECHANICAL ELECTRICAL 1 �. ✓ �./ ` ` '/ / . /`° wz _ =_ ' , i i I- -I T.O. F.- 5 -11 T.O.C. A a I ! „ 3 T O.F. SEE SECTION �+ ' ! n I ABS CONSULTANTS INC. PLUMBING ENGINEER W Q. T. .C. — —6 F.D. r �- - 1-1 -> . v ® " , f -} - � - - - - - - - - - � ' F1 » T.O.C. -6 DENVER, COLO O I - _ I I i _ _ I I _ I I - ' IC t I I F1 , n ' ' F 3 , n T.O. F. +2® 0 ® ® ® ® I F n » ! » ' , T.O.F. -1 - 6 r / 10 - 10 -0 I , , I ( - - - - - -7Of SI 0 ^ < > = ri, I i i II Q, II II II I I - I I - - - - - I I I = I ERIO DESIAT ° ' I I I , _ _ _ ON & ASSOCIATES } / / ?� - - - I I n , , » I I o I I 12 I I I I I I 4 ( I 4 I . .N S, Tx .. / � / ti` .O. C. -0'-6" ' I � , I I II � II I II I � . . � I I I I _ _ T. .c. - —8 132 j SI - - I - 17 I I _ - I _ I � .;. Z . SAFETY _ - . . I : •. ;_ ; ' I , I I ' BCER ENGINEERING INC. A . 2 - - - - - - - _ `j - - `w �°� - - - - - - - - � - - - - - - _ + . . - - - - - - I- - - ; ; - � - - - - -I- - : r.: I I - - - - - - - - - - :. , ` - - - � ARV A, COL® O • r — - - - - - - -' — - - - - - - I FO 6 1 s S .08 i 129 i I 130 t i i 1 : ,/ �' I N < \ 4 • .a ` T.o +o -4 � � � I � � I i 8/s3.o8 a r .® I / » N = e AA. 2 2 "M \ / 2 � I \ I 1 -•, ELEV: +� ' ELE 3 ' ® I � I I � I I I I - - - - - - - - / , /To OIC. -0 0 � I i`` I I I 1 I I PROJECT NUMBER 20941 .00 d- / I � • I � . . °' + '< .. ' • . . . , . ' . . .. ' . .. ® • • . . I I . t 1 ®• ..' , ISSUE REVISION DATE L , n I , n Y. ®'• = 1 TO CO -0" I 11 I = t- - 3 = V .O.C. -0 : . . . - � I I �� °I � / 3 2 / I Dd erg „ �. -' I ' � � � � - - - . ® `° ' `° °,,�' o T.O.C. +O'4" i � I ® I , , v _ i r. 1 I I o I ® a ' 4/S3.08 I I ; , n » .- I . ... : •s I I I , :°. I r I I I I I 2 - N I M I r SI ' 24 x24 x2 SUMP �- - - - .. . ' _ tee, 1 /S3.05 � F ° — - - - - -IB :EE: e 8 >- 3g_1 6 /S108 - ' I I I I 120 1 11 4 T.O.F. -1 '-0" -�+ '•`: I ' . � 1 I I ; I I I � - - - - - - - - - - -� I 1 I I � °• c A in ! n ( „ I O.C. 0 0" I � ° ` F36 T. 0 1 -6 I F R1 �, ® to � � � L 0 THICK - - - J ' I _ J F3 T.O.F. 1 '-6" F3 T.O.F. 1 '-6" T.O.C. �-0 -4 - � I � � � I - - - - - - - - - - - - - - - - - - - - - 1- 30 T.0®F� 1 '®0" �' _ "' _ I � �:• I T,O.F. -1 '-7" 1 I , 4 - - - - - - - — T.O.F. 1 —6 R R1 / I r Z �- - — — — -L F39 F12 R1 1 I I N •. I I I I I 11 -0 11 -0, n � 1 t (E33 " To I 1 - - ' . :. g - - - - - - - — f1T— - - - - - - - - - - - - - - - - T.O. -0 - 6 e. EJECTOR SUMP, G. i I : I I I �+ I T'O.C. 0'- " E: I � � ' a I i I » n 42'-0° 2'-2 F.D. EJ RING DRAW RE: = - _ � I �� I I � SI ASI#21 02/08/08 T. .C. 5 I I I I I /-- I 232 I I ° • 231 I i I 1 n , » I 1 • F.D. . ! » � I I / �� I �---- -- ------ F. . I I I _ _ _ 7 -0 7 -0 I I T.O.C. -0 -6 � I � � � I �®®®� F.D. I 021 PR #5 12/ 17/07 f I— I LI - - - J I 2 I ® L ® . .F. -1 '$-0"- - - 4 F.D. I F. F.D. I T ( 62. 1 RFI#62.R1 11 /21 /a7 rf 1 I O.C. +0 -6 I I �= F „ I � F.D. 1 ! n 2 F12 I I , f I F12 -5' - 2" I '• I I- - - - - - - - -I ! n T.O.C. +0'- 5" , I O.F. - 10 �L�' „ �jl ® ® T.O.F= - -I - - - � I T.O.F. 1 '-0" 6 ®® F14 R R1 r - - - - - - - - ! - - 7_- , ' I F3 A 018 REVISION #7A 11 /02/07 i I I I F3 2 T.O.F. 1 '-6" T.0. -0'-6" R1 T.O. -0'-6" T.O. ' -0'-6" 1 , I I III III I I F3 T.O.FO - -2'-Om® ® T.O°F® 1 '-6" 1 ' ' r 1 F12 O.F. -1 6" F1 O.F. -1 6" F12 O.F. -1 6" 4 ' I III I III I 4 I r 6 a15 REVISION #6 08/ 10/07 I 6'-0" 6'-0" _ I R 1 I - - - - - - - - - - -� - - - - - - - - - - - - - - - - - - - I I II ; I ; II I I I I I 6 R1 It. ' i I COL. FTG. � � . 1 _ ( „ I 1 I I I I i 5 014 REVISION #5 05/04/07 I ' I 7/83.02 I _ 4 I - - I 5 THI�. 3000 PSI I - 4 - 2 - - - I - - - - I - 4 - - - - _ _ I r 5 - I _ _ I _ - I - I I I I I CONC�. SLAB ON GRADE I I � I I _ � _ I �. : �. + _ �_ _ '.; � _ �_ A + _ _ _ _ � _ qa =� a13 REVISION #4 04/ 12/07 REIF. I / #4 14 O. C. I , I I I I :. � '. I , I I I ..�; I I : 1: . I I •. I I 4 I I EACH AY, I I I I L J ' I 2 I L 1 6 1 107 I I 009 PERMIT SET 11 / 17/06 i I I 6 L & FTG. COL. & FTG. ' I O I I I I °.�,:< • I I I . :. 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' +0 -5'1 = �` If.0.C. +0 - 4 " T.O.C. +0'-4" I F1 1 F1 ! n = I 81 I - - - T.O.F. 1 '-0 3 -55 6 - - - ' -1' , _ ® � ® O.F. _1 -0 1i O.F. -l '-O" I T.O�F. -1 -0 I F38 n - Q, n 6 . , , •• 230 : . � - - - r — ° — - - - - - - - I 4 I I oo � � I � I 1 � I � 1 � I I I ' � I _ I I , a `i / I ® �• 4 � 222 r lid MOM a I I ' . - , ' , d♦ •. ® ® : . . • . . . . - ' ♦ � d. . .. : + , .� ♦ - a ' . ®. ♦ • + 'i • : ® •' , . ' d . a ♦ ,® : ' - _ ° _ ' _ - - - � _ ° — T — 11 - _ IF I I Sy mco' ' I�- ° -Q - - - - - - - — —1 - - L - - — � - - - - - - ` — I - - - - - -t - - - - - - — - I m - - -1 - - - - ' - - - - - - - _ - - - --- - - - - 1 _ / / M 4 2 _ No'ni TRUE I NORTH -'- - - - 1 ' I - - - - I � ' C ' _ ' " ' I I 1 I " ' ° ' 1 , I I - - K' I •- o� ' . . a vy ^ � 400"O ,, /. • . / / I = 6 PROJECT ...... 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SIM01 I 3 m m m m m m tV I I I 00 cU 00 Did- 0 00 1 16 17 1 m m m m 6 7 m 49 - h It Q 10 -11 ° 14'-OY" 4°=9" '-7" '-3" 12'-5" 1 '-a" 4 18'-9" 6'-6" 24'- 2" 1f_4n 26'-10" 1 '-0" 12'-oY' 11 '-11)/ \ 3' I 4'-10y" 14'-5Y» s®_4Y» 7Y 21 '-3" 10'-5" 9S l0 m DID I t N t » t » P N 1 I 6 -9 Y Y I I 13 - 1 OY 12 -11Y f_ C= 6 1 '-7"- I 1 '-2" I I � m3°c €v I / » f n "r..Sa'"` 'I 3"�11 -4" , I 1 -1Y 1 -6 I >�.�„ w � °�� ' s 33 -10 " 22' 6%' 12'- 8" `I . ,, 3'�-11 " 21 '-10"O'C' 0 0 40 do 40 0000 266 FOUNDAT LOWER BASEMENT LQ Z4 F Dow SEE SHEET 51 ,00 F / I • P Y > ® s r o .� \ 1 J,,. - \ ' a% PLAN N \ `'' F1P \ : , : . ° 4 6'-0" 1 '-0" 11 '- 7'_ H 3a I H I ®�n 4 t ® ® \ e \ ` \ " � s. 4 �- -® 2 � � 6 0 2 tin 1 � � , p • . � ® \ \ F 7 f n � , r ' -1 T, .F. -1 JZ 3 4 I I Does \ T® °F. -1 _ `a - , _ "' I = �+ I - T. ° -1 -0" I ' � 7 \- ' 263 ® ` . - 5 T. O.C. 0'- " I I ' I ' I - - -' - -I -T - - - - ,- - r - - -1 , f = N �G• ° 6 a; - L 4- -L — - - - - - ° 270 I , - ran `• . • , ' — - - - - - - LL- � I I Do N \ ®° _ -1 - F- - - pI — - - - - - -1 L _ _ J TOf -1 -0 T,O,C. 0 - 27n ` � ' I ; 4 ' � _ —° ' 4 5 \ I / I - I i o I 1 13'-Oy" ' '-11 " _ I riloo < \ " T '°/ 26 I , 2 T.O. F. -1 0 5/53.06 i ,�, __ = g= 1 _ , T.O.F, -1 0 _ L - - - - - - J I in I ; , ° N I I , ' c3; 6�, f » f H f » ' ' 1 T.O.C. -0 1 ® 9 2'-9" I- - - -+ - - - - J 1 rri , ` I _ _ AD Q I 5514 ®1 �a I - 7 6 6, 1y" I 6 ' F27 - - '- L - C J - - - - F3 t H 5 I ' , _ lioll I ' 2I .: . op1 = I r f N T.O.F. -1 -0 1 I » !;rftrl . - -0 , ® 4 = - - - �- - =�--- - 2 -2 THK WALL AID& Do t " ^ _ _ _ \` = i NI °' 2 ro F2 T °� I ®1 -0 I a 206 I - - - - II ' ® F I / ' ® 1 Gil is is (- - - I `v I- in -1 I- 'r =te - _ • Dool _ X5.0` � I - - - - - -� - -� - - J 6 v l - tI. ° - - „ —t - - - - - - - - - - - - - ' i t I I � a N ( `., ':: ": T.O.C. 0'- ' + ®I I I T I c co ' - / ; . 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I ; I I :: , ,:!;. ; I L ' J I I 2 I I I I _ COMPANY cca I — 1 c� O —� p I as 1 I I AVON, COLORADO _ , I I - L . 25 I - ' _ 25 f n 3. 8 u ° ° { ° 1 8 9`� i I ' T. ,F, - �° I I I I 2 I- _ ' T. . . -0'- " 1o'-7" I 1 ' 4 i - - - - - - - - - L9 - - - - - = T,O,F.- 1 - 0 . ® 1 `� / F rF. - - 0 1 - I 1 -6 T.O. . +0 -4 ® ® I m r Doll I P- t " f- _ _ _ - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ ® _ _ _ _ _ _ -I- - - � I I ' F T,O, , '-5" ®4 DESIGN ARCHITECT loll 2 1 ,®g" I 4 s4 I 1 CV I ` 1 — — — — ' — — — — - - — — I F1 t » / 1 1 I I I - - - �— - - - - - - - I - I T.O.F. - - 1 2 <. a e I I `° 2 21 I F I I ' " a " - 1 — - --1 - 4 n I 1 8 T,O.F, 1 6 401 4 40 • COL, FTG, T.O,C I ::a I •. a - - } — I_ _ - 7y-i0" T 1- 20'- 9" o �- , -� - - - - - - - . _ - - - - - - - - - - - - - - - - - - - - - - DID 1 1 30- 8 TOP I 1 1 I I 1 r Denver, Colorado N �h p" I a » _ 1 8- TOP I 1 T.O.F. -1 -0 cal I 25-#11 BOTT. r7 ® 1 0 N 1 1 , I r�i ° i i -#10 BOTT, I l l , ' / I I I • t n ' 1 I ® . ® : • . ® • . •, . 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I 1 /S3.a8 Pr, 190 4 » o STRUCTURAL ENGINEER Doo►r; _ 1 1 — — O.F, SE ECTI N — — - 3'- " 00 I TOP I °° I f V. 0. X i N 1 1 2 -# T P STAG E SS SPL{CE ELEV. 0. 5 I- I HAYNES EY ASSOCIATES, F21 O.F.-1 '- " I a ® I 9- 10 , . I ' I r , -� I I I 1 1 » I { 1 I '� INC. 0. ; ; 2 - 10 OTT. S G CLASS B SPllC I Do - , r -,- " - - - - - - J . ® - - s »- - - - -I N I I ° I I I --I- / HOUSTON, TEXAS - - - - - - - - - -I- - - - - - I • - - - - _ I I 1 1� . . . . .. •n • - I ;. :. .4 4 1 i I I I ► jS3. . . • ,--. — . .. . " ® • . .. a• . . oo ao 2 MECHANICAL ELECTRICAL : I _ J 189 1 » n » s- - - - m- o I I I I 24 4 x24 SUMP I 1 I 1 1 , I I PLU ING ENGINEER 4 f: r ® ® � m I I T. .c ' '- 11 \ P� " I 1 1 _ - - S CONSULT TS INC, I I o 10 G TOP I ,�, T.O.C. 0 n » " 1 1 - _ - - �, a N C) cyt° I I x24 S 1 1 i I �C. 0 EL DE R, COLO O ° _ I 1 1 B IT. I I 11 26- TOP - - - - - - - - - - - - - - -j - - - �- - - - 1 rt I 3 3. 24 1 (n 4 r ° 1 — — — -I 2 - 10 OTT. j M I `®,� ; T.O. C, - °-6' I = SI I E OR DESIGN o p _ � - - - - - - - - - - - - - - —� T.O. F. - ' 11 " I5a C ( - -_ -_ 1 ON & ASSOCIATES COL r _ - -KJ � - - - - - 4® 6H 15'-5 - - - I- - - - " - - - - - - - - - - - I - - - - `: : - - - - � _ _ DALLAS, TX -o r - - - - - - p- -� F2 O,F, - -1 : � . : . ,. . , - - F11 » I I I I I a n » f n j 1 18 Q§7 " I I i LIFE SAFETY "Voi T.O.F. 1 - _ i 1 - Y 5 -0 -11Y F.D 24"x24 ix SUP — BOER ENGINEERING INC. - TOP I I I 1 T- 10" I 1 - TOP i F ------------ :` ---�---- ---- - - ARVADA, COLORADO I Oil Z . 5 i 47 I 9— #8 OTT. I I I I 1 '-T 29'-6" 1 i 14- 10 OTT, I " ' �I ► 3 I I . I I • . .• . I I 1 :°. .. < COL. I I I T,0 0 -6 :- . - - - I I F.D. I p F.D. I- - - - - - - - - - - - ® - - - - - - - - - - - - - - - - - PROJECT N ER 20941 .00 1 f » I I I f " 183 i ' 154 1 1 4 -3 1 _ T.O. -0 -7 O.C. -0'-6" T. C. -0°- 6" I I .D. L- -- 0 1 - - - I I 1 I I I F15 _ _ » 11 '-1 " CRANE j Sim * mil CD I I I I I T.O.F. 1 6 •` i' ISSUE REVISION DATE Doolooloo 4 I I 4 I 1 r - - - - - - I R R1 18'-8Y" 9'-11Y" 41 '-0" 28,_ " co COL. F2 T.O.F. -1 '-0" t _ — FTG. I L - - - - - - J L - - - - - - - - - - - J — — , " F7 , H 1 -3 �1 -6 I 12 -2 F12 T.O.F. 2 " F:D f Tn 1 T.O.F.-2'-0" C L. FTG, R R1 I I f f n : .. I T.O, , -0 6 F12 f H F n � I I T.O.F. -1 -6 T,0°F° -1 - 1 2 1 -6 _ T.0°F®-1 -6 - �- - - - - - I r - - - - - _ _ _ - - - - -I r - - - - - - - - - - - - � F8 T. ,F. -1 '-6" 7 COL. 6 6 6 0'-0" .• I 4 246 1 r .O,F_-1 'J6" _ r � -° c, I I I r - - - - - - - - - - - - - - - - I F _ ,_ 4 3 - - - &.0sFe- 2'—O" { I 4 _ I . I l r - - - - - - - - - - - - - -� i R R1 , I I I M { I 2 f R R1 i I i r ° T.O,F_ -1 - - - - 1 f —� - BEE . 6 - - - - - - -) 10 N I I I R R1 I , i I 4 1 I ' I 4 I I it 1 - - - - ° 1 I I 1 ' I ° I I I �'- - I I I 1 a3 L - - __ N _ _' I I I 1 ,, r - _,_ ;�, e DID I •°! 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" I L I 1 '-0" F6 T.O.F. -1 6 r 6 015 REVISION #G 08/10/07 1 r H 4 c H I T.O,C, -0, n T.O.C. -0' " T,O,C, - 0 9'-1 " 6'-7" .C. - 0'-6" 4 !/ " n T,O,C 6 2 T,O,C, - -6 4 , 4 , I 4 F,D, ' , 5 014 REVISION #5 05/04/07 ,3Y To , —01-6" 4 1 I COL FTG, R Rl 7 013 REVISION #4 04/ 12/07 4 I R R1 F6 T.O,F, -1 '- ' T,O,F, 1 '-6" a n COL FTG. F5 T,O.F -1 '-6' I 1- - - - - - - - - -1 F5 T. O.F. a '_6" 1- - - - - - - - - - - -{ F R1 , Co. -0 -6 2 I - - I I F a » �— _ 009 PE T SET 11 /17/06 cr 4 F.D. ' °- F.D. I 2 - - - - - - - - 1 I - - - - - - - -) 4 I I I T.O,F, -6 1 '-6' - BPP . 9 I n F.Q. 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O.C: - '- 6" _-�_ = o I ' I 1 1 VAIL, COLORADO I RF R1 F6 „ F R1 „ 7 1 » , %', `:. �I " I - 1 1 F5 T•0•F• -1 - F5 TA.F. 1 -6 f , T.O.F -1 -6 [- ® ® ® ° -I - ° - R R1 *Co C -0 -6 1 I t ; `�\I �►- - - -}- - a - - - - LANDSCAPE ARCHITECT 64 I » 1 - - - - T•O.F. - '-6" - - 4 I- - I - - U. . . - -I F » 2 1 ,_6q 1 � , I I :. ' I I 1I - - PP , SEGROUP "I 0 F.D. 2 - - - - - - - - 1 1 - - - - - -I o 1 I 1 T•0•F. _-6 F.D. I 1 1 � 7 1 » - ° - - - - - - - - - - - - � Z -� _- ( 1 I I oI 0 F34 O F 1 '- " , _ `- = I I I I I I 1 U. I I ' I 4 4 COL. FTG• EJECTORS P, E: { 1 I I O i _ I I I I I ,- I I r - 11, \ I 2 I I I . I I BURLINGTON, VERMONT I 1 N I 1 � 1 I I I I I a I I I I J PLU BIN - ''t, I I I ft I :- I I -� I _ I I I _ I _ I _ I I i I ® - - - - - - - - - �,I I 125 PSF IN. IaVE LOAD I I - - - �' STRUCTURAL ENGINEER III ,� - I PENDING AC AL IFIA LE t- - - - - - -: _ - - , I • I _ _ R 5 HA S EYASSOCIATES, - i 1 I `. _ I? _ -I -- - - - - 1-- - - I ( L I-JII EQUIP. IGHTS. ' I I INC. - _ 1 1 3 . r : . ® 1 -I- - - - - - - . . - - - - - - - _ - - _ - - - - - HOUSTON I I . . � 1 a:• : = 1 - - - I - - -I- - -4 I In I I I 4 { I 5 I I I ' I T.O.F. _�-�- � , - - - - - - - I- -! I :. I � � f I L 0 0 . -1 . I I I I I ! 1 7 I 1 I I 4 I 1 ` _ _ _ „ v„ C ELECTRICAL I I I 1 I � _ . J. i� \ PLUMBING ENGINEER ' - - - - - - - - Ir - - F2 - - - - - - - - -I I _ _ _ �I FD• I I F. • L _ _ _ _ _ _ _ _ _ I FD* ! I F• • �- - - _ -r - - - - E I I "- I � i f q I 1 F27 0 off® ® _ _I I I SCALES 1 I ' _ I ABS CONSULTANTS INC. - - - -� - - - - - I I ® I I - 5 -0 I DENVER, COLORADO F- - - - - - -I I I I- - - - - - - - - - - - - -� I--==® -__ - - ® - - -� I ® ® ® I - - - - - - - - - � I , „ _ _ ® ® ® ® ® ® � ® ,® " r _ _ _ _ -I " r I T. .C• - - " _ - - - - - - - I S SEE SHEET 1 .0 F I I q I- � 1 1 1 1 - I I I INTERIOR DESIGN\-@ I I I I 1 0. . - - I T.O. . 0 4 1 T 0 - I I T.a.C. -o K . _ I ! I T.O.F. -1 '-0" - _ ON 8e ASSOCIATES 1 I I I I I PLAN O ; .: I . ° . 1 - - - - - I -T - - - I-1- - - - - TT. DALLAS, Tx I J I I i - - - - - , . - - - - - - - I - - - 1- - - - I - . `. I _ _ J_ _ - - - - - - - - - - I - - - - -I- - - - - i_-_ - - a - - - - I - r� _1_ - - - I : I - - I I 1 I 15 I - - - I - - ! - - LIFE S TY 151 I - :`. A .. > :T.: _ -_ " ` I 1 I �, , ` ° I I I -�- -I- I I I 1 co I ° 1 BCER ENGINEERING INC. 1 I I 1 I I I ! I I 1 1 I 5 I 57 { 4 I � 1 I I -�° I 211 I I ARV A, COLORADO I I I r 1 I I 1 I I 1 I o- I I 2 I I I I { I I F R I I I I F R1 I 1 4 1 COL* I ' RF I Ad I I 1 4 o I �,®5" , I � I I 4 - T . L° - -' - - - T. .F. _ '® » J - - - - R1_ J 2 - - - - - - I I - - - - - _ I I I - - - - - - I J L _ T.O.C. - - 6'� 4 NUMBER, 20941 .00 q , T•O. F. 1 '- 6" 5 - - - - - - - - - - - L - - - - - - o - - - -I r » F4 T.O.F -1 -6 F3 F4 T. O.F - 1 '-6" F29 O.F. -' 6 4 T•0•F• 1 1 -6 - - - - - - - - - I L. 0 RTG° PROJECT I ' RF R1 5 F12 T.O. . -1 6 I T.O.C. 0'-6" 1 » F43 T.O.F• -3'-6" 1 /� T.O.C. 0'-6" RF R1 4 / q 1 q " " /4\ T•O.C• 0 -6 g _1 g _2 T °C° -0 -4 T•0•C° 0 -6 F•D• L - - - m- rT -I 'o, ISSUE REVISION DATE 1^ r / 11 ///¢,�\\ I I 24'-3" 6'- " 8'-10" I I 1 1 0 ti » 1 6 -6 6 -6 11 - 8 -10 7 -0 7 - 0 I - I N 1 Am T•U•C• -01-2"0 FDA F•D• F•D• 4 I ' , COL. 140 •D• , COL* 142 F.D. 10'-9" ' " 12'-OT ,b it I j 4 , 1 " 1 " 4 6 -0 51.0110 » T•0•C• 0'-6" I R R1 i R R1 RF R1 F14 1 -4 13 1 M4 4 F16 T.O.F. '-5" 4 2 `: F 3 - - +2 -0 I F4 F4 F4 f q T .F. - r- T.O.F. -0 r- - ,- - - - - - - - - - - - - - - - - - - - - - - f » 2 T.OF 2'-0" r - - - - - - - � T. 0•F� _ '-6" T.O.F• - '-6" O.F® - - 6 - r - - - - - - - - -� r - - - - - - - -. -I = 5 -0 _ I F3 T.O.F. -1 -0 I r: I - - - - - r = - - - - _ - - - = 1 - - - - - - - - = I I h 4 I 4 o I 12-#1 BOTT• T•0•C• 0 _ T_O.F. _ 1 0 L. 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O.F= �1- - - I I I II I I I L . . ..... . . ..... - - -I I 4 _ - - R ® _ I I - - I I 1 - 10 TT. - - - - - - _ - - Jm � r i 1 013 REVISION #4 04/ 12/07 I I L. - _ - - -I I- - - - J r I I V. N . 9 1 /S .08 r- - -I- ° r �i - � 6 J 1 1 I M 1 R1 I - - - „ -I IL _ _ J F - '- 6" - - 3 T.O.F. 2 -0 14 To OF* 1' -6" F T.0•F. , 2 - " I 1 I 1 _ _ ` 1 ® ° I T.O.F. 1 - 6 T.O:F. 1 -6 _ _ _ GGG. 2 _ F3 I F3 F4 T.O. . 4 » 4 I r 1 av I ' I °- - J 10 1 y-. . I _ I ^ -� /- 009 PE TSET 11 / 17/06 1 '-6 ' , • - - - - - - - - R1 R R1 ' R R1 1 » T.O.C. '-6" 1 , C L• I I I I L - _ I I- 11- T. -0'-6" T•0• • -0'-6" T•0• • -0 -6 q I COL 1 q 1 q ' » I 1 1 6 I ' - - ... , . . . I- - - - - - - - - T.O. -0'-6" I -11 11 - 1 D. 7 -0 7 -0 1- - . - - - - - - - - - - - - - -I 1 1 .. . ._ --I - - _ �_ I I F.D " 'r.o.F. - -s I I N GGG. 9 --- i 1 j I I e " T.O.C. 0 -0 F41 I ' M f » 4 COL FTGO 214 I I I = I 1 F.D. 1 " I „ C• -0 -6 OL. „ 0 - 0 �� 1 '-6" - --- --- I I F. . F.D. 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F - -0 U T.O.F. - - W -, A ► _ r - , 1 q _ - - _ _ I _ _rte _ - - r �' FTG. r 1 » ' I T.O.C. +0 -4 I Wo T.D•C• + 0 -4 (mJ om `� o " 1 ' » » c"''„ c"'n , I % w R It q �l > » > / » s 1 T.m.C. 0 -4 I 1 -6 F34 T.O.F. -1I -0 33 F 3 _ ao V, /� - -- EST 0 1 O.F• -1 -01 0 m I 2 -2 THICK - -a ' I- - - -, s - - - - - - - - - - - - - - - � - - - - - - - -I I- - � s- - - - - - - - - - - - - - - - - - - - - - - - - -I !- 4 - - - - - - - - I I WALL FTG. 6 -10 4 -8 2 \ _ _ _ \ _ _ - ao L.. . . . . . . - - L N ' - ' Ii - _ _�- - - dT- - !rte ` - - -.; -r - - - - - - - - - 9 q. f 1 fY ::- e q f » - - r^y -- .. ...iii - - - � _ _ _ _ - 1 _ - - , 2 V-72'-10Y27' _ -10y 9 -4Y 4 9 _ ° - - TO=g 14 -6 1 -6 L- - - - - - _ - - - - - - - - - - - - - - - - - - - - - - _ - - - - - - - - a - 1 23 -4 / 18 -3 7 o d 4 y 222 r - - - - I 221 FTG. COL1 ABOVE 220 FTG. 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'__1 i I I I I I I I ___IIIIIIII%,III-.IIIIIIIIl � fI.."oI"o`IlI,,.IIIIoIl I I I I 11 . I , _ .IIIIIIIII- 4 1 "l I t I I I -IIIIIIIIIII ; I I I I I I � ,.I,I,.,,,,o.,l I I I n A018 REVISION #7A 11 /02/07 1 1 1 1 1 1 1 1 1 1 1 1 i I I ,::;;:A I I I III I I I I I . % I ,, - Z:Z�_4 , ��2 - I I I 6 IIIIII,IIl,I - 1__ I..,,l,Io,ll I 1-1 I I I I 0 / 11 vII. 11 I 4 1 1 1 I,II`I` � �--��, 64 I A I I I I I 1 �_... .__4 I,,,,,,.I,�,lIl,III _r� I I � I I � I __ I I I I I - I I -- :: ,l..I."`l`Io" I � I I I I L 1 017 REVISION #7 10/19/07 j � IL I I I I I I ... .. ........,.- III, - "` I I ,�� :�:, _--1------ IIII'I"l -_-`""`II"1LIL`L,l`LIII,rl I I [ I I 'I"""' IlI"ll - I I � 1 br Lj %.,#,tII,0IItIIaP0 1 7 L l .. I _��I,,,.I,I.,,..,lI,I..l = �� 7r7__1_ == i ,II_� ,,Il"""`Il - � . I t I t I I I . i 1i ��_�=_Z__� I Ill, -I � _ �� I __Z� 0" I I `I�Ill K=_T=z2=Z:2 , I I I I I II'l"" ____t__ I III. I I I I . t , 11 i � ' '. PLRTY LINE � I � 1 I -7 A I I I I I I I I I I I I I I I I I - - , ................. . .. ..._...__111 - - - � I � I I I " I � , ..l I I I It __.........., _��,_ ..l ,",,..,T,l.I,Io,o,00q,,IlI,I`I`lII I I f�.' &,I,,,,l,/1 I ; ' 7ji U; I L 1 4f 015 REVISION #6 08/10/07 t I I I IE I I%� 1 . � � ml I I . - -I. -'IRTY Lilt I t � L -- ,- - - = t) -/V1%Iu!!1nRI1 k I I I I & I . =aaz - I 1l,' lz__�I_4l I "l !Zz��=2::� 1 1 1 9> III ": I _ _ Z2:7- 1 1 1 . "'I" 6 1 - z i I I z 6 - �; ,o,,,,l,..I..IIIIllIl,,I�I � ,,t I _.�� 1 231-5aa Lot I I I I I I ( ) I I I -------4- - ;� III IlII,lll,lI,l . I .Z1.`I 14 =%Z�_y � I It I I ,�-�_71_ t=±2 - V] � .,,.I,..,_.__ 9 " I I I Ii I I I I I .IRIPE I -Aev I - "_�----; � I - - I I I I 1- I I I I 1 9Y2 1 ` 4 2 P to � I T Ill I � .L m , 20 D�, Ill, I, I I V I ; i [I l I 11 I t 1 4 I I � ,.r.I""K`I I I � I I � 4 1 1 � I 11 I I I I t gi I t I If .�*lIII`I"""t_ � I I 1.111n 9 i I " f I 1. kp I 9 I ! I I I I 1 4 1 I d I 0. I I II I � I I _Nw I 1 151 12 - . IL 1 IIIIIIIIA2" 1 1 1 ! I I I � 177 3112Z If I I 11 li� I . I I I Ely t I I I I 1 72 i I I Ito� I /. I 1 24 2" 1 1 1 1 1 bO, -1 I 3 5 014 REVISION #5 L05/04/07 ; I n,4 % --[-�__j I.L1 ,I._,,...I.I,I..I..I__ I I I � I I Ill I .__,...Al.o`oI�IIoolo`l`o"`%` III... I I I I t \,!!jA I`""`o"t"I""` i I I I I """`l I / III � III , I / - I I I � i I 2a I I I I 1III`III...%I 1""`I`I..,. `II`III...I, III""IkI%.I.I. I I ----- ------- I I Il,,,., j _.".I. o,o] i L,I,I.I,,.., i I 1 453p-8y2 I"I I I : ,,o`_.I I A I III I, 013 REVISION #4 04/12/07 L I I I I I : I I or I I I A _..`IIII I I I I I I I . - I. I I I I I I i I I L I I I I f I / � %II) tlootI 1 6 I I I .00'aaaaakI, I I I I I I I I fin I .� 00 [ AlPlAl"I I t I 1 009 PERMIT SET 11 / 17/06 � I ; 4 1 1 1 LO 9 1 15 1 rIIII� 18 z 00 34 r % -r%i 1 69 7( I . I I I I � I �IIY I 0 L I l I I I i AA A \� � I I 6t` ( CIIIIIIi III %\ 2 a) sl I ( ) (A , gl� I 9 I ( ) I ( \a%w,wwa00t" N \aaa,mm000lt 6 I . I /oI ,.,�k I F'o'I'l o', I IIIIIII, /J'-\ ( 21 I VIIIIIIIII 26 1 \,.� I A6 .0 I I , I I I I I I I � __ ____ I I e I �� I I,LoIj ED I t n I I 1 6�� & `I� 0;�4 6?� 8!� \�. 59 1500 1 1 1 1 1 1 z I 11 I I I I z , 1 6 A6 I z L I I .11, I - I I I"__ I 11 ---l4ll I ": - ,...��,' l .� .I.Io-, _11 , I I I I RE: 9/S3. 09 FOR LATERAL LOAD @ SOUTH I - 1_11117__,I.,� 't 11 II I- �_l .�, �. . I L I I _r7N I ... ..... ... .. 11 __ ,I - ll�ll, I _I %_�11- -.1-1 ll... . .. A4 -11 l,�,'� 'j, K�� _��'. �� I_" ; 11_111; l! _ll,L I ', -,I � , I I I � _� - ," , - ��. ................. 11 _ _:_�_, M " � I,!.- �,�IlIl,_Il:l� I I , ll, .� I�-_ __��t� � :L , �i� ll,;,.I� : 1 . i __ ,- __IlE. K _ I'L' � , ,L� I I . L I Il�i� , _ __,. ; ,��__I��,I�t� -I - - , ��,, , __�` Il "` I I -11 - -- "",- , 1�;Ip- - I _ �, _ l��, _ __,ll_-__ _ 1, _ _L,_.,.l I'll - ". . I I ll,ll' � I , Ill � ILI , -,_�r� V �l,�,,�,,,- � L� �,- , � ,"_ , ,',.' , , _ _ I ILL� ',,,_IIII --- _'_ ""_ I ��:,I--,, 'I' -III I-, - ' ' --"I _� - � ` lI � ' ' __ I I 1 _,,I � �__74 Ill��' ix `I�I-1� - -I, : IJ� - I Iloill��,II -�,�L�� II '-r�� , _Ii,11111 I -. - Ill -, I, - , , - , I A I I ��z -� I I L la ��III� II !��,-.- I�,-p, lr, _,Il� Ill- I I I=, � ,, �� , � -, I I - : _zii:,�_ I- I , L 1 1�, _�,�� 47 lL_ L llr _� ._,L , I I I �=I'd I I- I I I , , �r �., I I IL UPPER BAISEMEN "I"m LEVEL FRAMING PLAN - ,: I � , 1, ,III 1: I , Il�� II _�� Ir I L 'l! r i r l ,_,711 -1 -1 .....I....L-I . " Ill � 1 - l I , , , . , �,� _�,,:ILI-.II I I I 0 ..,rr. rL _ ___L ,: IoI�,I,I . I .or ,rr,� rLrr r I I .127-LI . _ ,�l�I , �,,, :I ',� , , .,�,,. _ -, I r I �7-LIl7, l,I,�!,- I I L W( D �- SCALE* 'I I I I ,.,�IIN.:� _r. ,_,_ link, to I I I r, r-,-I--, , I - �tllff � : I � -,, _,-f% r - .... I.1 _ _ _r_ M , L _ � t - I I - I,�,L�lj,Il, I - ,��lj, r,��_-L��II t,� �rIf _'IlI r . =Ili , llI,,Illll - _ rr=, L '� ' ' � I � "I � I I 11 I '�! �I - 4ll'r -I � �U BY I I��I� ,I _�, alig, , _ y,II, I ,l , Ill , , I I Is L I I �oo � _�]_ ; R I rr L I L �:, �' ,� _� ,� I I 7:, " r�, 'I -, I- 'r I I I I L ' �II'�_��'III'�_IIIIl� I I I I �r I I I I r I I I L I I I r I r L PLAN NOTES* APPUCABLE FOR SHEETS S1 .10 THRU S1 .13 L , I r L I r I I I r I ppol oII,,I,Ix.00 III- -1 Io , I i I I NoR __ I "o I -� � I L I I I I I - I c , I" 1 � flII; �.I-r,�. Le I I L� �, r �_ I L r I ME I , ,I ,---I Ill ,? ;I,lf l;z I I NORM , w I I I I I I I I I I lo SEE PLAN FOR FIN, FLOOR/TOP OF CONCRETE ELEVATIONS r PROJECT KEYPUN I I I I 1 2. RE: SHEET SO.01 FOR STRUCTURAL NOTES r I �IIloo,,ol,,,t,I,olIIt,,o,Il.,I,j I r I I I I I I I I r � L � 0 L i 1 3. RE SHEETS S6.01 THRU S6.05 FOR STANDARD CONCRETE DETAILS Ebtfulit Colorad � I I I I r , I I 1 4. RE: SHEET S6.06 FOR STANDARD STEEL DETAILS I I i I I I I I A2 � I (±) I I r 5. RE: SHEETS S6.07 THRU S6.09 FOR STANDARD PRECAST DETAILS I . ADDED DIMENSIONS . RE\ASED PRE-CAST BEAMS ( I 1 6. RE SHEET S7.01 FOR PRECAST COLUMN SCHEDULE L I . I � I y I L 7. RE: SHEET S7.02 FOR CAST IN PLACE COLUMN SCHEDULE I UPDATED GRID LABELS UPPER BASEMENT LEVEL I I I r I L I I I L 8. RE: SHEET SERIES S9.01 FOR BEAM SCHEDUI FS I I . r z FRAMING PLAN L I I ,, I 1 9* DENOTES FUTURE 8" C.M.U. WALI SHOWN FOR VERT. WAH . . I I I I REINFORCEMENT DOWEL PLACEMENT PURPOSE ONLY I I r 5 1 . l f r I : I I i I I I I I . I I I I I L I i I L I I I L I I I L l I I I I i . I I I I I I r I I I r I I m I I I I I I L I L I I L I I I I sisio r I l I I I � I I L I . ___ __- , __ _____ 11 . L I I I It I I I I i I I I I I i i I PC4 I 4 amit I/O p, 4 ""'III'l P41 I I \0 I I I (I P/ I I I I I it I I I I IIIIIIIIIIIIIIIII I 1/anaI I , _� I IIIIIIIIIIII I I I I I �L!t N - mallazl; 14 11 !1 I I - I 1111 I it, - I I I I I I I I I I r I I I I I � I I r I I I I I I r I I I l r I r l I I I L I , I ` I I I I � r I I I I r I r I I I I L I I I � r or%%� 2�e � 39513 %goes 0*000 &;" 2VAL P/C WAH HORIZ. SHEAR4 P/ L; WALL HORIZ. SHEAR* P/c WALL HORIZ. SHEARo P/L; WALL HORIZ. SHEARo 1 *0 KLF SEISMIC + 2&0 KLF SOIL Oa4 KLF SEISMIC + 0*4 KLF SOIL Oo6 KLF SEISMIC + 1o2 KLF SOIL Oo2 KLF SEISMIC + 3*6 KLF SOIL (RE: 2D FOR DOWELS) (RE: 2D FOR DOWELS) (RE: 2D FOR DOWELS) (RE: 2C FOR DOWELS) v \Q .j U) j le qr-: w % r*4 �Z Ck 6 TD, + LLJ z C-) En C.) LL. 0"n 1 0 C3 L71 cx + cn 0 P/C WALL HORIZ. SHEAR* 9E Lu U) LL. C� LL. 1 0 1sO KLF SEISMIC + 13 KILF OIL z 6 j cr. LL. �j :2 m < .j (RE� 2D FOR DOWELS) Is :�d j 0 cn . 1 C�j U) Lo C) + 6 C) C) 1� En CP4 ui P/uC WALL HORIZ. SHEAR 1 *8 KLF SEISMIC + 3*6 i(LF OIL u L- - - - (REO 2C FOR DOWELS) / Z Z P/ L; WALL HORIZ. SHEARo 1171 le TTr�� 3*0 KLF SEISMIC + 1 &0 KLF SOI 1 =j = = == (RE: 2D FOR DOWELS) & �X�xxxxxxxx X X2=xxxxxxx F.:" X I ap. . P/C WALL HORIZ. SHEAR* t 2 1 r -1 rm SOIL ril I I 2o6 KLF SEISMIC + 6*3 KLF P/C WALL HORFL SHEAR& I L I (RE* 28 FOR DOWELS) 0*8 KLF SEISMIC + 13*1 KLF SOIL (RE: 2A FdR DOWELS) k I ==== F === = F I P/CAVALL HORIZ. ,,,SHEAR: L l r 3*7 KLF SEISMIC + j0.4 KLF SOIL e( L I / D RE: 2A F OWELS) - �� , �, ..'z -,�'., . �, C) U) � OWNER/DEVELOPER P/C WALL HORIZ. SHEAR cn U. .j 1 ,3 KLF SEISMIC + 7* 8 KLF SOIL L --- - 4< .3 5J4 (RE: 2B FOR DOWELS) :4 MATCH LINE A-A ---- - -- - U) lf�% VAIL RESORTS C) 0 L j -- - - U. 0 DEVELUOPMENT' CD u) a< uj cn = = ===4 J — — — — - --- - - - - AVON COLORADO cn U. elee P/ L; WALL HORIZ. SHEARo F M 7 a 23 KLF SEISMIC + 5o5 KLF SOIL a - - T_ I F P WALL HORIZ,/SHEARO (RE* 2B FOR DOWELS) 53 KLF SEISMIC: +/13.7 KLF SOIL zz % - --- ---- DESIGN ARCHITECT (REO 2A PR DOWELS) e/e P/12"WALL HORIZ. SHEAR: : 4 40 L 0.5zKLF SEISMIC: + ,1 .4 KLF SOIL F I ====F =F== = = (RE: 2A F R`/DOWELS) P/C% WALL HORIZ. SHEAR, F _T T ,e/ Denver, Colorado 2, 0 KLF SEISMIC + 63 KLF OIL (RE: 2A FOR DOWELS) : x xxxxxy w = == =F I LLE ARCHITECT OF RECORD L J- - - - L 9A E6 E6 7 1 1 1 1 /9 1 1 1 1 GLOVER SMITH BODE, INC. 17 1 1 1 OKLAHOMA CITY, OKLAHOMA F= = = A == = = 81 1 0 e . . I Now itHi eez CIVIL ENGINEER ,e Ile P/C WALL HORIZ, SHEAR. f I 4 ==== e 4u 0*5 KLF SEISMIC + 4ol KLF SOIL e VAIL, COLORADO (REO 2C FOR DOWELS) e e ==== F C) cn LJ__ __ - - - - - - - - - - - - - - - _T ———— — ——— LANDSCAPE ARCHITECT C3 I IX u� , yl= I qcc 3 in _P uj 2�e j S E GROU C-3 L i - --- cn BURLINGTON, VERMONT CD ,4/C WALL HORIZ. SHEAR. - - - - - -- --- - '6 --- sL + Elf e Zee 0.9 KLF SEISMIC + 4.5 KLF SOIL E6 C..) 0 STRUCTURAL ENGINEER e ILL. (RE: 2C FOR DOWELS) HAYNES WHALEY ASSOCIATES, cn m j ——— — — — — INC* F I < U) wo L LLJ HOUSTON, TEXAS 7 1 7 1 - - - T 11 :j _ _ == It 11 ABS CONSULTANTS INC, L J- - - - ----L ===;F DENVER, COLORADO — ——— — ——————— -I—— — — ————r -r - - -- I _T ——— — — ——— T -——— — ——— ——— — le P/C PRO\ADE ADDL #7 x 5 — 0" LONG @ 12" O*C, WILSON & ASSOCIATES J-- - - - ---L I DOWELS FROM COL. 212 DALLAS, Tx I I-- - - - ---I F I J-- - - ----L I 7 TO TOPPING SLAB. I-- -- ————F I I L J — === ====F T_ I r I — 1 1 4 LIFE' SAFETY 11 If it I I I I I I I I I w I 1 11 11 If if 1 91 ==== I === — 4- 4— ——— rm - - - e It 11 11 = = = =F 11 it 11 11 11 It if 11 ao BCER ENGINEERING INC, -4 V2.1) C up) A. COLORADO ) L� ;I, Ad --- F = = == 1 (9) 0D (Br W9 4 Lu j -- - - 1— -4 --- cn co CD L PROJECT NUMBEK, 20941 ,00 F I ———— H WALL HORIZ, SHEAR: 222= 1 1 1 1 1 L + P/C I L = = JLL I ---- le3 KLF SEISMIC + 5*9 KLF SOIL C.> 0 1 (REP 2/S3.02 FOR EMBEDS) U) UP 26 w ft LLj LLJ P/C WALL HORIZ, SHEAR: cn PO - - - ---- - - - - --L— L J-- - - LL. 2*1 KLF SEISMIC + 8*8 KLF SOIL t (RE: 2B FOR DOWELS) + C) cl. Lt. c) 0 ---- - - - --- == = = F T 7 ___� -T7 UP) t L cn - - - - jt' L J ---- = = = —=I L r I ---- 0 r En I T— U) ==== F 9= - - - r 7-- - - uj LLJ U) Aid- & m _ _ jL F I - --- 0115- uj — --- ------ ------- - ---- ---- + It- .- � _.P 0 u C) LL. le z I L I 1 ><1 . . I Lao. "I "i !n I F LLA i L.... L - - - - L r I ----- — ---- 0 i r... I r ...I - -- F J L.........�J L....�..j TYP. STRUT SOIL LOAD 60K - ----------- -- -------- -- -- ---------- -- -------- -- -- -- Pp; WALL HORIZ. SHEAR: P/C WALL HORIZ. SHEAR: P/c WALL HORIZ. SHEARo P/C WALL HORIZ. SHEAR 1a2 KLF SEISMIC + 3*9 KLF SOIL 1 *2 KLF SEISMIC + 399 KLF SOIL Oo8 KLF SEISMIC + 1 * 1 KLF SOIL lo9 KLF SEISMIC + 4o9 KLF SOIL A018 REVISION #7A 11 /02/07 (RE* 2B FOR DOWELS) f (RE: 1C FOR EMBEDS) (REO 2C FOR DOWELS) (RE* 2D FOR DOWELS) i Aft I POP ZLO15 REVISION #6 08/ 10/07 - - - ---------—----- C.I.P. BEAM P/C WALL HORIZ. SHEAR: f 1a9 KLF SEISMIC + 4a9 KLF SOIL 01 ! (RE: 2B FOR DOWELS) A I_.3 �r Z�,� er, r, Ar, DOWELS AT MID—DEPTH OF N P/C WALL HORIZ. SHEAR: r ... ... UPPER BASEMENT LEVEL PRECAST WALL SHEARFORCE PLAN - :E 3, TOPPING SALB PRO\4DED BY A r 064 KLF SEISMIC + 13 KLF SOIL 4 _�L PRECAST MANUF, (wI`YP.) i o dr 3 r 1 /16 (RE: 2C FOR DOWELS) THREADED INSERT BY s TREADED INSERTS AND e —CAST MANUF. TYPI r I 7 PRE DOWLES PRO\nDED BY P/C WALL HORIZ. SHEAR: PRECAST MANUF. (TYP.) NOTE: HORIZONTAL, IN—PLANE SHEARS SHOWN FOR PRECAST BASEMENT WALLS ARE UNFACTORED. ORTH r P/C DBL TEE FLANGE 4 MUE c�_w� Ow7 KLF SEISMIC + 03 KLF SOIL NORM (REP 2D FOR DOWELS) PROJECT KEYD e4 ora o % SAFEbullt r CONNECTION BY UPPER BASEMENT LEVEL PRECAST MANUF. .4 PRECAST WALL SHEAR �d-. A FORCE PLAN Id 4. P/C WALL A6 EMBED Ail A I do, 2 u Z D Ow E L Z�s 19�00 1 2 Sr1m10A 1 /2 r 1 /2 11.0" r .A. >< T Ir =j 4 A m ( 0 16 17 21 24 26 m 5 123 rr A4 i 39513 69'-11)/2" 120-3" 120'111111 0y2" 8 .1 " 49-4" 14 2. 0" 12 1.....5" 79-4" 10 t.11 " 14!-OY; 69117" 80-3" 129-5" 1 �V.Om Ono L 4tI 9" 18 69-6" 240-2" el �I �f I I 1 1 0.9y; 7Y9" 11 -11V 6 I A iYAL L MATCH LINI S3*06 IL� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- t I IV 06 /Lo Op .4 :m . 4 : Ca I A I W3 1 1 -- I ELEV. 00 -6" 106$ 601ca - - - - - - - - - - - - - - - - - - - - - - - - - - - __7Z 4 . 4 It 7;. 4 4 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ _4 --4- p A 2 D48 T000co 810.6W uw N T*O,C, E 106'- Qi9) Z L z 3" I UPPER BASEMENT LEVEL 100ce 8107 CS d w E SCALE: 'A" C FRAMING PLAMIIIIWEST 4 . 1 1 1 an lOoC� 1061-30 s 0 om% -SEE-SHfET-7Sj .1 O-FOI`;� - - - - - - - - - - - - - 7� PLAN NOTES 247 - - - - - - - - - - - - - - - - - - - - -- <EX\ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - (in 0 - - - - - - - - - - - - - 4- - - - - - It. : a. t.1 on x 37 A 81-4" 0 u 183_ L Zi C� T� 5/S3wO7 4w (CC - 4 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --z4 -7- - - - - - - A Z6\ ZOIC� 1061-3" EE * 6 ;r I CIS r TOOOCO 8106'-g" 1 m ToOoCo 8107'-0" A r 6 A 6 4-- = _1 - - - - - - - I = = = = F I X z - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - % .. .. ................... --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - S-e" 17 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 7_ 4 Q4J4 MILD REINFORCEMENT PLACEMENT NOTE& r N!IIII I I. 72 BHH * 9 C) Ott 1 o UNLESS OTHERWISE NOTED, ALL TOP , BARS SHALL BE CENTERED AND PLACED ABOVE SUPPORT AS INDICATED, U0 OWNER/DEVELOPER Do 2V "(T)" AND "(B)" DENOTE TOP AND BOTTOM BARS, RESPECTIVELY. 00 z "d- >< 3. UNLESS OTHERWISE NOTED, ALL BOTTOM BARS SHALL BE CENTERED - - - - - - - VAlL MSORTS -AT-MIDSPAN- BETWEEN -CLEAR -DISTAN-C&OF SUPPRTS-, AS INMAIED;- - - - - - - % t - - - - - - - - - - - - A . -II: 4 q . 44 1 6. - . - 4 : - s - _%It I =1 = = = = 4s PROVIDE 90* STANDARD HOOKS AT DISCONTINUOUS ENDS, AS INDICATED. 161 = = = = F (9 A i) IF: I . >< DEVELOPMENT 5. REBARS ARE SHOWN IN TYPICAL AREA ONLY FOR CLARITY. SPECIFIED 4u REBARS SHALL BE APPLIED IN TYPICAL IDENTICAL CONDITIONS, 41 COMPANY ZA )< 6s LONG AND SHORT BOTTOM BARS SHALL BE ALTERNATED WITH EQUAL 14- 1 "1 AVON, COLORADO SPACING. TsOoCe 8107'-0 T606C6 8107 CN 6 STORAGEiAREA _X9 125 PSF L.L. 6 PROPERTY LIN z \- - - - - - - - L I DESIGN ARCHITECT -aloe-9" - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ao� I A 1 1 1 1- j = :T &C, 1061-3m > Ara QV9 = = =\ - = = = I:_- I I I I X -T-000CI, 81 C,4 >< 17 >< oat >< on - - - - FIN. FLA107 1 7 4 40 - - - - - - 163 RR � 5 % - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 4 r Denver, Colorado k1l 6 , 0� J vi Ar. ARCHITECT OF RECORD - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Z6\ ToO* C GLOVER SMITH BODE, INC, e.6" blu / - u = :T4G:c_-* Slow-gaa , 38 ToOeCs 8107'- 0" STORAGE . REA \ OKLAHOMA CITY, OKLAHOMA /7F - 125 PSF I I jk\ T [>46L A L�� A L6LL,� CIVIL ENGINEER 4 -<LTTe 7 ALPINE ENGINEERING, INC, 31S31uL C5� - A 1 A! A -------T 0�A 9J A� j V .. I VAIL, COLORADO - - - - - - - - - - - - - - - - - - - �14.. 49 V al . I 237 LL - - - LANDSCAPE ARCHITECT F S E GROUP CD co BURLINGTON, VERMONT 6 E AREA U) STORM AREA T.O.C. 8107 7 - - - LL ' A ' A. I .- I; . I = 4 A, A 125 Pr� S ORAG I I Z6 125 PS Lls 04 II L,Ls t on T.O9Cw 8107 STRUCTURAL ENGINEER - - - - - - - - - -\ I __ - - - 1 2 /6\ HAYNES WHALEY ASSOCIATES 6) Tsovc� 810 INC* -- - - - - - - - UPPER GANAGE LEVEL I 14/S6*08 1 13 S +8107 P. On 13/S6,07 P/ EAM A - - - PLUMBING ENGINEER - - - - - - - - - - L 1 ABS CONSULTANTS INC. F CN a\ RAMP D WN DENVER, COLORADO OP E CRANE 235 .L J. L I OP G 6 1 $.on 10x� 8107 INTERIORDESIGN F I co $.On C) WILSON & ASSOCIATES 1 4 1 11 11 or I 106C, 810 co A 00 V) DALLAS, TX STORAGE AREA 6 125 PSF Late AA F LIFE SAFETY CO Z4A T-- n- - -n - f- - - 17 1 I F III .. ... ... BCER ENGINEERING INC, ARVADA, COLORADO IN 10voual OIU / -u f T.O. C. 8107 -0 131 4 x 4� 29 BAAA 9 mensb # 4 TOO,C& I -4 - - - - - - - - SHEAR WA1c x P E P C , %- \T.O.C.�810c-q" 6 A a 01 T*OwC* 8106'-3" A Wp >1 7/86* 08 T*OtC* 8107' 1 1 16/S6.01 (TYP.) A 1=_k I . I 1 1 . 1 � ., - .1 1. t .: IC STORAGE AREA 6 9. 9" ISSUE REVISION DATE AN ToOect 810 d 125 PSE L. )D kd.. � � 7 Lo 1 118 4 .4 3 4/8" /4\ 7/S6oO8 7 T*OtC& 8106' st Ic 1 /q3*O5 - - - - - - - - - - - - - - - - - - =Y::_ SG $.On RE: 16LS4sO6 B E.E 8 - - - - - - ToOeCo 810 Oft T606co 8107 1 1 O&CO 8107' @ To C.4 M 00 A CD V) CID T000C, Blot) C=) IN /6\ cn C*4 CID w PRECAST CON RETE INVERTO C) ISOLA11ON JOINT I I I I / /_ TOP F P/C a 1 2 ro Ito- "TEE' BEAMS U) WALL +8108 4�z 1 - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - L IPB3 ),4 B5 2/S6608 A "IN - - - _ >< ) - - - 1 223B.4 . ...r 2 L co I 6L..] Ko 2 DEEP LIGHT GHTCONCRETE I I I 9K / C�p F 1311 DOUBI E TEES W/ 3 (MIN.) THICK NORMA 1 0 REVISION #7A 11 /02/07 13 43/ 91 AA 0411 Z (n 2 7' 1 WEIGHT CONIC. TOPFING SLAB REINF. I '1 11/2 1 1 13/4 1 21/2 1.921 1 7 017 "@16"O*C* _TGwU_ 8106 .....0 W/ 6x6-W2.9xW2.9 WXF (FLAT Alf 106 REVISION #7 10/ 19/07 #4(T)x5' 0 X12 1016"0*C6 4 2 0 -0" 11 LTx5l L 1 @16"09C, @16 & I A 6 015 REVISION #6 08/10/07 6 5 6 6 A 5 014 REVISION #5 05/04/07 lu - OmCa 8107' 0 L'6 THK* 7 UPB14 jDoGa- -81060-6" jel 2'-5Y 17'-2)/4" ToO6C* 8106'- 2 1 1 1 1 Oat __T Lu 4aO6 $.on CONDO BASEMENT ' CL 48- a . C1C 16) 009 PERMIT SET 11 /17/06 2 +8110 10 12 7/V2" 4 B X-OW L4(B)xl 9-6"@30"OoCo #6(B)x6 (jD3 1 80 3 e. zi OD -4 = I A A I I ZA+ \ If 0. #4(B)x15'-3"@3O"( Dod + BNNA J4(B)xl 2 0 )*C6 j14(B)x99-9"@3O" =1 _ . Z.4.\ I = :T*ff1!:: 8106'-9" P/C BEAM 7/S3*02 6 A TOC 9.30 / 5 \ f & _ _ F 2 1 81m 21 __I__ ::4= B -------- If OsCs -81-06`-699 9 U PB+G - PB14- - - -8t0u -9 Up .III 1 3 1 - 1 - ___u I T. &- - - - - - @QJ UP 2 050 as -. 4 - - 7. TOO*C* 8107'4 31-55 "3 *IIi ool r co rr, 6% 6 _ = = L -4 - - - - I omi M A 3- F L . . . . . . .. ............. . 4 't 7, Z a .00 :. LW I I-8y2" 4 % 4 4aw A PROJECT 7 A .7. 1 7 . 1 % d 1 +4 " TOO* -6" X NORTH 301 C , 8107' TRUE V I NORTH I VIIII 6 03 TROJECT HYP TOP OF P /C C> A 1 0 _11111 1 7 & 0) 0 .011 0. 1 A4 f WALL +81 D8 6 Uilt o r ca 1/2-- 0 A C1 LO 7 ZAA N A2 LO MANHOLE 2 UPPER BASEMENT LEVEL 4 A A6 19 .3y27 FRAMING PLAN WEST /pROPEI' TY LINE X 7 / I sy 1. 090 n- 7 ---8' OL� L30-2m 09-5" -: 27 i�V2 -"17 OY2" EHA =�_ I , - 1 20P-8" 22 II"I*0y2" 4 LLLL ;zz L lj 2 5 22 2 ADDED DIMENSIONS A ADDED SEC11ON MARKS 4 UPDATED GRID LABELS ADDED CMU WAH 9 Do 00 15 A6 20 23 00 co 0 CN r*Rk%I I LO 111 >ELEV <0. \/-OCa 11 t \T.0�0,c, E C17 ---Ik� H H 9 A 60 E,V 2 m m I, m m m m LO 00 00 e0o z L z L 10000� 00 A ej 04t I M% m 17 21 23 24 26 32 34 cn 35 m 44 48 m 49 56 IND L Z6 1 24 39513 9. 0" 14'- ��l rt—i 2" -0" 121-0y 10 OY27 40-9" 69�7" 81�3" 12'-5" 14 18 60- 6" 241-2" r;- 19-4" 26 10 lip-11y2" 104 Ohm 2)12" 14 -5)/2 81-AY2" 7y2 21 '-3" 100-5" le 0 I I I 113p�l 0y2m 0 11 ,_11y2" -9y so 40 11 7 2" 1 1 1 P.002'" 1 1.6" AL 3" 11 -4" 33 Qy8" L* 22'd6%7 0.11 " 1 I I J# I�To 121-8" 43'-Ll 0" 21 40 40 #4 266 A A UPPER BASEM NIT LEVEN ZL a L X. w A E 4 JOB 25aOs SCA 0 A Z4 FRAMIMIG PLA = CEMTER s SEE SHEET S11 .10 FO R /A b Go PLAN NOTES C64 6 2b cq 6 V70 t M A u N �M4 1 1/4\ t C04 I I I B 5 268 ToO-oCo-8107$. 1 11 4 ::� - - - �o�*G; 81�0_r- Cz .-o"Ao 5/83 06 -40 1 , 9" 1 , 91 / \ J -17F 24" DEEP LIGH1 WEIGHT ( 0 RE C) 6 pew) --(:Ml 6 A" DOUBLE TEES W/::::3t WEIGHT CONIC, TOPPING A I RE NF. &5 A W/ 6x6-W2.9xW2. 9 W.W.jr k LIiAl �NLLIZ�) STARtGE AREA 60 1 12 OP F LL d/2\ J- K ------------ K I I STORAGE AREA A= ,ki K 4/S3w 2 37 -1 1y2" 89-3" 125 PSF LL. P/C K 261 VI K = = 4- I 1 .9" T. C. 8106v-3" 00 K TOOSCO 81 6 8" 6 5 30-4y2" 1 /S3w1O FIN* FL 8107 -0" 1 _ _ _ _ I- I ToOaC, 8107 EO,C, 8107' 1 K _ _ _ _ _ z 6 - - - - - - - - - - - - - X 2& K 6 X I I I -- - --- D OWNER/DEVELOPER BJv6 CID 4c, A I X _ L I xxxxx xxx - - - — . I I K Z 125 PSF MIN . LIVE LOAD >< - — - — - — - -- A It e- PENDIN ACTUAL VERIFIABLE 1< 4 6 t �. CID + Z6 COL z WEIGHTS K _ _ _ =1 ::" > SIA 4 X > X > r E 6 X l > TOOOCO 1 6' 6" 1 DEVELOPMENT - - — - — - Z — - — - — - - — - — - -- - — - — - — - - - - - - - - COMPANY 201 AVON, COLORADO ?9;; q Z4\ T/ :5 = = = = I F -4 - - - - = :F V4 00 ft I 5/S6408 BW6 -\f-o.c -6" 81060 1 6" 6" = = F DESIGN ARCHITECT oOeCo 8107 10*C* 8106'-9" C6 f - :::I = = - : I N�— - -------- P/C SHEAR WALLA A I I I mz 31 �. 8" L* 2 T 2/S6sO8 C) F- L .9B - - - - _T:O0C0 06 - - - - r - - - - oo Denver, Colorado CD m A6 C14 9 MUD .9" � � xx * Xl! x 106co 8106 1 E4�� 1 K L cq EF ARCHITECT OF RECORD LOAD - — - — - — - T006ce - — - — - — - — - — - GLOVER SMITH BODE, INC. $.On 810 TUAL VERIFIABLEA m +4 p�0 .04`4 0 OMA CI OKLAHOMA IGHTS 193 C) L V.O" 0 \T.;OX.=8f 07 co I = = = 7__\\ CIVIL ENGINEER cf) > $.T Kill ALPINE ENGINEERING, INC. x/z 06 k x VAIL, COLORADO L x MATC1 r I x -- - - - - - - - - T %- - - - - - - - - P LANDSCAPE ARCHITECT X S E GROUP L —1 V LINE - - — - — - S3*06 A6 L A ' I K BURLINGTON, VERMONT K ------ K 7 CD K for r- 4 190 TsO6Co 8 C� STRUCTURAL ENGINEER /4 JR HAYNES WHALEY ASSOCIATES ELEV, 0. 4 ELEV, 0. LO 00 A- 7/S6oO8 0 0 1 7/S6aO8 K INC, 4. - - - - - - - HOUSTON TEXAS 7: ,A- 2 000C, A - - — - — - 77�. Z 4 _T A Y77 4% -.0 ' A � 1: 4 P/C SHEAR WALLS P/C SH AR WALLS A 248 sCs 8 07D- 6" 1 ToO6Ca 8106'- 9" T*O,C, 8106'-3" PROP CRANE 41* ELE Oe w .&4 CD DENVER, COLORADO Z4 - - - I Qi9) )0 TO,C, E106 - 100ca 8106 1 1 INTERIORDESIGN 3" L I I I I I 1 0 G TtOaCo 8107'-0" 17- 1 1 1 1 Aoo�� I = = F 11 7Z6 %c I A WILSON & ASSOCIATES DALLAS TX 1 =4 = = = A Z4\ Z2 TaOsCa E 1 Og - 3" 6 185 6) Q 7) LIFE SAFETY r I BCER ENGINEERING INC, 4 w ARVADA, COLORADO 70�� y L - 111 7 1 J I k (L47) - — - — - — - — - — - - — _ PROJECT NUMBER:* 20941 ,00 /4 ISSUE REVISION DATE 01 co = = F 4A A 16/S6. 01 (TYP.) I - 41111c� 1069- 3" TO,C 1 7 e QL > # = Tft_*-81O_ ToOaC* 8106'-9" a 06 -9 I.OH 81 69.3" TOO*C* - ----- 8107 p p OSIGN uwl c 1 4 10,Ca 81061 6 — — — — _ — — — — - - — — — — — — — — — — — — — LOAD. IT co Cy- - — - — - — - — - - - — - — - - — - — - — - — - — - — - 174 175 �na�i _P6 (�9 45 (00 177 1 178 179 Zo r =MAI ' 7' PRECAST CONCRETE INVERTED 6L "TEEB BEAMS --( KK) T _ < F 24" DEEP LIGHT WEIGHT CONCRETE A7 017 REVISION 47 10/19/07 < < DOUBLE TEES W/ 3" (MIN.) THICK NORMAL CID KK ON #6 08/10/07 =4 WEIGHT CONC, TOPPING SLAB REINF. &015 REVISI < :9 - = = = W/ 6x6-W2.9xW2. 9 WXF (FLAT SHEETS) I �SIGN LL 8 T_ I DIL ZLO14 REVISION #5 05/04/07 LOAD* 013 REVISION #4 04/12/07 ITL 9 6 1 1 009 PERMITSET 11 / 17/06 069-3" A6 A -6" TwOsCo 81 2/S6*08 < �E&c --<ED> — 1069�3" T*O*Co 8107' c> 1.0" _T:0 ot 4 81 7 I f > ...... 4- - — - — - — - — fir, t .......... - — - — - — - — — - — - — - Ito 7 169 1 1 164 166 168 1 11 P A A6 I! f 70� 11, ! 77 f! /6\ I R, I TOOSCO mr-r T604cs 067-3 0 �9" - :T*(YC-7 8106 C) 9.6" 1 C� 8106 4" ToOXJ106 9-3 *,SIGN %EA \ 1 1 1 L ToOoC* 8107 < TT -7 \ < = DDL c" Roipa cn TRUE LOAD* ZZ t Tw 17 - - — - — - - - - - - - - - - - - - -- - - - - - - - — - — - — - — - — - - — - — - — - — - — - — - T� *4 It Colorado a . 1, A (071 t </B TTo 9 F 1i_ _ _ _ _U _j L_ u_ mq- 5 156 157 F 9 = ToOoCo 8107'-0" BTTw9 't'O.C. 81d , A UPPER BASEMENT LEVEL /6\ . . . . FRAMING PLAN h - - 2 . 0" U.) 2 L30-2" I_� L# 20 22f-0y2" 14'-1 0y2m cq 00 00 LO n LO �m AOL 15 0 A6 20 23 00 28 0 34 0 48 r�� I N qc4� L0 0) 0 0 r�� r�� A6 qq- q;d- I A2 ADDED DIMENSIONS UPDATED PRE-CAST BEAMS Sim in m m fn m In m ADDED SECTION MARKS cJJ M M M M m 171T- t I UPDATED GRID LABELS ADDED CMU WALLS CO III TOO'C* 81106 .90 I Do 9-4 >< To Co 8106'-3" I 8" 6 5" y2w 1 /S3*10 F'9.0" I Im K = I ToO4C9 810i nN. FL 8107 L 4 -z 6 ToOoCo 8107'-O" 6 K j/_7 e' I I I -1 to 6� I I I I K I I I I I I I I I I I I I D I .......... . 1;wItt* I - I- X��4xx �� X�� 1 1 15 e o7k W II K 125 PSF MIN. UVE LOAD ><>< - IPENDIN ACTUAL VERIAABLE K COL 4 I4\ ( 26 =CQUIP. WEIGHTS T.O*C, 8106 L 1 I7=:a r X t I IZU1 _j 39513 r9 , Q ToO* 8107 -U' RAnNG: ch K I R X 6 LARING BAR ce K= - = =I = X AND lh"x CROSS BARS S ED 0 O*cb 5/S6 K N) I At a S SPAID 1 ;Y16" 0 F (TOP OF GRA G EL* 8 -0 W8 10 31060-6 Ie � 41 6 00 *O,C* 8107'-O" > :4 F T600ce 18106 Moog C) - - - - - - - - - - - - -X L4 I I> # K 2/S3.07 K 6 P/C SHEAR WALLS4 1 > I I31 I w ZJ -1 0/2-- 30'-II-2V> lee A -7 8" 1 - - w?)IK F/86.08 K L > -ToO,C-o -M06 F -I..og" X a cy) T- C) K 9" 2 C SHI NR WA LS TO,C, 18106 r- PIC PLANK. ,X X K ILOAD II >(TUAL VERIFIABLE m K T.00co 810 IGHTS L I co- - - - - - - - 1 -4 L 96 EMBED P TYP 7B 07 on K z(TYPO)8%A a 2%j I ToOoCs 81060-9" X IIx> A - - - - 2 r I > I - - - - - - - - - - 4 I - - - - - - - - - - - -- Z.6.\ IIIX Ioto! >< c I ><ELEV. 01 Z2 Lf) 7/86, 08 X P/C SHEAR WALLS ><>< X\ r2">< II >1 X_M >< - -........... ... -T - - - - 4 P/C TO DESIGN IZ Mo FOR ADDL 4 I HORIZO No 4 14 AXIAL LOAD.P/C SHEAR WALL=S C, 8107'-I§7 A6 P/C SH AR WALLS I AlftlL-9" -3" TO 125K TwOoco 81062- I %d I I I I II W 4 - -ToOoCffi 8106' PROP E CRANE IT*O*Cs 8106t ELE Oo 7 0 G ZA16 I.14 Ito -P/C -BEAM- - - - - - J A2 185 7) m CL 8 a A 0 4 Izo CONN I4--T - A4 9/S3*08 I --uy ><x TO * 125K IItK= 1 -4 K IK L OWNER/DEVELOPER K F K co VAIL RESORTS 44 IRin7'-n"4.- 4. 7 DEVELOPMENT IRA ;4. . X d COMPANY K 16/S6.01 (TYP.) PLC BEAM AVON, COLORADO IIEE66 T.O.C. 8107 --� IIToO6C& 8106'-9", To I 1 8106 IT0!`.-8106'-3" DESIGN ARCHITECT .h........... P/C TO DESIGN TsOsCs 8106v-6- - - - - - - - - - - - - - - - - - - 8M FO DDL--- - - - - - - - - - - - - - - - - - 250K AXIAL LOAD.I co ><- - - - - - - - - - - - - - - - - - - 17c; - - - - - - - - - - -(114) 176 - - - - - - - - - -- I2 0 177 >(cn 4 72 QD8 t0000.o x HH * 9 - - - - - - - - - - - - - - - - - - - --T w x 180 x Denver, Colorado PRECAST CONCRETE INVERTED X X"TEE" BEAMS 125 PSF MIN. LIVE LOAD I x UKK PENDIN ACTUAL VERIFIABLE )< r7ni iip VJPIr A4 X 4 ARCHITECT OF RECORD . . . .. GHTS I I . I 5/S3,09 GLOVER SMITH BODE, INC, 24" DEEP LIGHT WEIGHT CONCRETE I DOUBLE TEES W/ 3" (MIN.) THICK NORMAL = E . . Nqqvpr OKLAHOMA CITY, OKLAHOMA z4 WEIGHT CONC. TOPPING SLAB REINF.L I 4o W/ 6x6-W2.9xW2.9 W.W.F (FLAT SHEETS) = X P/C TO DESIGN CIVIL ENGINEER BM . FOR ADDL ALPINE ENGINEERING, INC. 250K AXIAL LOAD. VAIL, COLORADO 6-T - - - - A > :1 1 11 T 41 X - - - - - -6 P/C BEAM LANDSCAPE ARCHITECT A T* O*Cs 8106 .3" S E GROUP -6"A6 T* OoC* B107' 2/S6* 08 10�0 BURLINGTON, VERMONT X 6/S3*09 STRUCTURAL ENGINEER X F- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I j I: X HAYNES WHALEY ASSOCIATES,163 -.4 � o .- 4 INC# - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - x HOUSTON TEXAS I >(164 7 168 1 169 1 IV �-2)/2&1-2 40 o X MECHANICAL ELECTRICAL Z6 upp & B "ERPER X T - LEVEL Too'c' 810=0� - F X X PLUMBING ENGINEER >> x:T*G*:c-6- 81 ()6'-9" 8 1p......0" ABS CONSULTANTS INC, X X DENVER, COLORADO X T.O.C, 8106 X P/C TO DESIGN I CD END: mQ T SCALEt V T000cs 81071-6" 1 1 .9 11 I T.O.C. 8100-3" BM . FOR ADDL INTERIORDESIGN 250K AXIAL LOAD. WILSON & ASSOCIATES - - - - - - - - - - - - -P7X-RAM"--.r%,o - - - -- BTT* 7 C T SEE SHEET S1 .1 DALLAS, TX c(6) 0 F r IL- - - - - - I - - - - - - - - - - - - - - - - - - - - - - - - - - - -PLAN-NOTES--- - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - -ILIFESAFETY 450 It �Z\ I I4 BCER ENGINEERING INC. F- I ARVADA, COLORADO 156 - % C21 - D- -- . 0"T.O. C. 8107 1 1 Too C6 8107'- O"-4 - = = = - = I- =j = = = = = = - - L: .3 " 11 11 11 11 11 11 11 - 8107 t.0" 2 /tO.C. 810 I I ,IPRECAST CONCRETE INVERTED x x x x x x x x x x 000%koo9� PROJECT NUMBER, 20941 .00 A6 "TEE" BEAMS I /7\I 14/S6wO8 I 13/S6s08 IISSUE REVISION DATE IF :4 00 CD 6 AMP DOW A6 TOoC* 8107 T*O*Co 8107 0 -T.G.-C 8-1 06.on 1O.C,.-.- 81 07 I I I - 7P/ C SHEAR W S &6 00 ITwO*C* 8 07' on C)/6\ IF ( 134) 11 11 136 m I- - - - - - - - - - --bT- - - - - - - - - - -L... - - - - - - - - - - - - - - - - -L4O -0 I144 1 Om 4 T*OwCv 8106'- 9" 16/S6.01 (TYP.) = = = = F r 16/S6.01 (TYP.) = 1z Z4 = = = = STORAGE AREA I ToOoC* 8106 z Aid Ir- , I IF I LO T*O*Co 8106'-9" ToOoCo 8107'-6" A 125 PSF L.L.L 018 REVISION #7A 11 /02/07 A r II6 7 017 REVISION #7 10/ 19/07 o6 I27 It - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 015 REVISION #6 08/10/07 IGo 126-4 1 1 124 ) lz? 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Boom PROJECT KEYPIAN - 2. RE: SHEET SO.01 FOR STRUCTURAL NOTES 1 3. REa SHEETS S6.01 THRU S6.05 FOR STANDARD CONCRETE DETAILS 4. REa SHEET S6.06 FOR STANDARD STEEL DETAILS A I I I I 4 SHEETS S6.07 THRU S6.09 FOR STANDARD PRECAST DETAILS Z2 2A � _ ____ _____ 5* RE* ..\ +=(7 — 6w RE* SHEET S7.01 PRECAST COLUMN SCHEDUI F . ADDED DIMENSIONS . REVISED PRE-CAST BEAMS l 7* RE* SHEET S7.02 FOR CAST IN PLACE COLUMN SCHEDULE . UPDATED GRID LABELS I TERRACE LEVEL 1 � L I 8s. RE. SHEET SERIES S8.01 FOR CAST IN PLACE SHEAR WALL SCHEDUIES . FRAMING PLAN � 1 9s, RE* SHEET SERIES S9.01 FOR BEAM SCHEDULES ,,,,,,,k OVERALL 100 DENOTES FUTURE 8" C.M.U. WALL, SHOWN FOR VERT. WAH z L REINFORCEMENT DOWEL PLACEMENT PURPOSE ONLY I I � 110 SLAB THICKNESS IN POST-TENSIONED AREA SHAH BE 6" UoNoOo 12o CONCRETE COMPRESSIVE STRENGTH SHALL BE 6000 PSI IN POST�TENSIONED % EA U.N.O. 1 13s, CONCRETE COMPRESSIVE STRENGTH SHALL BE 4000 PSI IN POSTlllllllTENSIONED - ( I RID 23) UvN*Of, I . I I � I L S1m20 L . I 1 :9111 1 I. Ill I I It I ""'11111, aposs"'lli, � 000 I ( PLC4 ll v 14 4 ( PQ �� 4 , , II I I I I I I . I I I I , I I I 1 IMM4 leer -, I I I I ,,�N' �, , , , , iN , , , � - I I ! om �I l I I I I I a j f 1 -.7 :Z::�_ > � l I I W l*,�� 1 4.1 je 5/eZ1 :),1`11 "'Isoo, 1 . I I I I I I I I � I � . , � I I I I I I � CC 00. % A 07 701VAL P/C WALL HORIL SHEAR: P/C WALL HORIZ. SHEAR* P/C WALL HORIZ. SHEAR: P/ L; WALL HORIZ, SHEAR: P/C WALL HORIZ. SHEAR: 1 *5 KLF SEISMIC + 1 *2 KLF SOIL 3.2 KLF SEISMIC + loill KLF SOIL 092 KLF SEISMIC + 0*9 KLF SOIL Oo6 KLF SEISMIC + 13 KLF SOIL Oo9 KLF SEISMIC + 1s8 KLF SOIL (RE: 2C FOR DOWELS) REas 2B FOR DOWELS) (RE* 2D FOR DOWELS) (RE: 2D FOR DOWELS) (REO 2D FOR DOWELS) P& gg \Nri C) ul En 0A C) a 0 cn La c:1 n ir C) C= + LL. LLI C) 0 d U. U) 04 m 0 r4-; 0 j! (n + P/C WALL HORIZ. SHEAR. x I a 0 23 KLF SEISMIC + 145 lo(LF OIL 0 t �3 Lu on ra r�� q LL. ewww% (RE$ 213 FOR DOWELS) j U) C44 j on r4f) (3 00 3= V) c) to LL, EL V-p 10 2 C); VaP c; P/(; WALL HORIZ. SHEARO all m CN 5oO KLF SEISMIC + t9l SOIL KLF 11.11.1 on 2B FOR DOWELS) ---------- -J_ % Lu (RE -r U. = L- --- CL LO P/C WALL HORIZ. SHEAR: 1 *5 KLF SEISMIC + 13 KLF Sol (RE& 1C FOR EMBEDS) Q0 4 - -- - - ----- - Basil u 4 . ____ ==== Ti 0 L P/C WALL HORIZ. SHEAR r x 10 -1 U. .......... 13 KLF SEISMIC + 4*0 KLF SOIL P/C WALL HOR 7. SHEARa p f a SHEAR: j (RE, 1C FOR EMBEDS) 3el KLF SEISMIC + Oa2 KLF SOIV le 1o5 KLF S -KLF SOIL (RE:# ic F6R EMBEDS) r (RE: 2C QVIw I ...... ............ ... III" N EJ ............ ......I. m.w. --- - ka Fm P/CAALL HORIL 'EAR: pp 1 265 W SEISMIC +14.0 KLIF SOIL (RE: IMBEDS) L 1C FO P/ L; WALL HORIZ. SHEARo 2o5 KLF SEISMIC + 4*0 KLF SOIL L......V,.................Q,Qj E"FRIELOPER It (9= I OWN. ly QQ (RE* 1C FOR EMBEDS) I ww,wQV.. P54 4==== e t0=112APA lx a,b VAM RESORTS ............. 09L__ L_QVQV. a DEVELOPMENT -- - --- -- -- .......... Q L...H Imm ca ee 1 (9 1 1 1 . = ======F -1 - - - - R ---- I LI ---- % I I I I I : ___ I I T -- -- e ..... --------------41 VVVV1 P/C WALL HORIZ, SHEAR. .... .. .... r--- ---- -- - - 0*6 KLF SEISMIC III U I SOIL 7 5 SHE' e <LF (RE 1C FOR EMBEDS) P/L; WALL HORIZ,/ ARa e r I 24 06 11w9 KLF SEISMIC +,l1 .1 KLF SOIL 7 ........... .... . ...... QVQ,,Q,l QQ..........IQ,..... r (RE* 1A �OR EMBEDS) DESIGN ARCIRTECT z rj LO 4 r cm A 11(& 11 11 I I IL L.J I P/C WALL/lHORIZ. SHEAR.9 0 ... ------------ i (i� = Z== - 11 .0 KLF01SMIC + 16 KL SOIL ....... I r ......................A.., j on m (RE: 1A FOR ET 6S) ==F =f=== = P/(; WALL HORIL SHEAR 1 - 1 `7 e En 840 KLF SEISMIC + 2v6 I(LF :�Tr uy. in If SOIL ee �3 uj Dmvc4 Colon& (RE# 1B FOR EMBEDS) . .......... Vftft� 460.1 L.......... ...... . . . . . - - - - - - - IF -��14 --- 11 it I z ex 11 11 it I ---- ARCHI[TECT OF RECORD IV` ......I'T........... I I I LJ r-- of If E6 1 179 1 1 1 GLOVER. RaMBODEtINC. 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I I + 1'� I � _ _ _ _ . _ � _ _ _ _ VOOO, I I I - - - TERRACE LEVEL _071k , "�a A --A 4 C) I �a VOOO I I - 1 1�4 to TOOO to HOLE -- a � I . _ � _ _ ,_1 _ _ _ _ _ _ . . � _ _ _ _ - - - I - - - 11 Do Go - _ _ . . � I_ mmi . � -. - - - _ _ . - ZL A _ _ _ . - . 1 �__ _ _ .4 _ . _j _ _ _ _ _ _ _ _ - . . � . _ _ - - - - - - - . . . , - - . _ _ _ _ _ _ - - - . . - - - - L--RH -2434. - - - - _ _1 I � > + , � I " 9 I www* I ra 0 1 9 I %� / . is r�� " 40 �"_ /I T_ -0-� . v TV/ 01-7m 1,,, .41r I 1 �80 19-8n 1.901 + X 6914)F 10 9 7,14" 27 L 100-40 24 1 9 . 0 11 -4m 1 1 los-40 14 I Los, 7 P -1 I I , 7%t \ � I I � , � _ � , � , A � I I a , � . iE e� I 'I- 7 � rO%O` 9 0.80 - 109-a IC3 9. .a JS 1 a m ,,r I � A IL \ 5 A\ j& 1 � � - - - � _,j FRAMING PLAN �a ] or I [77773 co �a I 01 I *1 �� 0 % on onj on 0 0 � I# 0 � � - - I I I tmc==/ f2l + _�� I I I . I 1 4 %v 1 M7 � � ll � - _ I I I ,,,,,, I 7)VF- I 4 K � � `"`l - I I . lk�� t"- 1, 71-2" 69-6" L 9-3" I-7% L . - @j I to i I I IN-RETAI � I I I I I I PROPE TY LINE I I I is z L A 1�3 . -11 . - � & � _Jil: Y2"o �# b & 8 WEST WALL I w - I 1 12 61 � A I � ll I - . I I I I I � g0l I ii � I v I � - I I I I � �� i 4�� _ �� I v IS 8 PO� ? I I 9 0 �� I I om',� ,,� 22 0. )9 I Lo3 � 1 '-lit 6 0 9.810 L I 2f-OV 't 6 1 -10)F I .Z..Z� O �qw / 7 / I Is I 1� - = / _Aw Z�IZ=71� � V - I L�� Lzjx�, A f A I FT_ - - - I &_ , to 11. � I A, 0 11* I /'l w �� .7 . � , _� � It - _=� " ; I 080 � " - ADDED DIMENSIONS 1 21 1 1 1 1 l4s-9V .1 %13 2.90 I I I ,Op,,w, ma, � � l`l. � 25_11 1 � 10 . 12s::,� "' I ll.. 5 6 ) -9 16 -2 1 I# z I & A ) 11 16 11 - #=_�� 40 . I � ;� - I I aft 401 - Ll %q L #1 I � I � UPDATED GRID LABELS * I - = * '�gg�� . ADDED CMU WALL - l 9 I- I - � � 1 -4,.� J31 cl - 1_5AIE - _ _ � r�_ 1A - W� .r- j I J.. ELEV <Oe -,- Wpr I - to .� > V/ z / " . - / Z - . - I , ` * � 4 gO � - \ I - - - 0`g`_ "OOOOOOOO"'O' h :rp...=., N ' F 7121 '- (H) e T( n 0 L 8 1199.0 (LI I =: 7 � - zL = = = EN. FLO 8 - � tNO :j I I y r- I D I IL u .- I Z/� z j _ _ q I I - _ -- I I / 4 1 . - wil , L� I I _( L / I z � . IV4;� � g,� \ (I'll I I � co 00 23 ( qt I 00 27 00 28 1 LO GO 9 I I ( C%4 r**kku � �i I wl f I . 1 4n i 0 t ,-I- 'l. j - I ADDED SEC11ON MARKS I 1 6 1 1 i I ( A (6 Of 1 a a . � 71 ( (4 qq- ( ( ( 7 � ( ( 0 -4 4 r*� -4 - -- -4 " 4 n r*44% S1m21 N I N go I I m I T� T� m 10 I I m m I I I I I A2 I I I . - - - - - - I I I I I � I I I I I I (10 00 (0 00 00 00 qq M M M M fn M M 17 N 48 q4t 56 21 24 32 34 35 6 44 49 6 3��r�-10-0" 129-0)!F _11)/: -4)/: 7Y -50 61 on 3 4 '-1 OY2 L 2y2n 14v !J# 10 14!-OY; 4!-9" W-7w 6-30 129-5" 14!-so-Ow 10 if-10r -9Y20 6#-6" 241-2s 26 t 5)F 8' 01 219-30 10'13 9.1 ov 12 1-11)F 1-50 1 IF L Z6\ 1 I,,7 1 -11-2m L 30 iv-6v 1 33 1 ohn 2fd6V to 12 an 43'-IL10" 21 40 v--- -------- -- - --------- - --- - ---LEV9L TERRACE 265 on 25oOo FRAMING PLA = CENTE S SEE SHEET S1 .20 FOR e oPLAN NOTES \ F; A Z5\ 0 A A L4x4x% CO PORT W/ NT. 'D 'UP I on\ V470 "HIL11m KWIK BOLT �3�EXPANSION Fl" .. 8121 Is I ANCHORS 0 12" O.C. PROVIDE W��: 4 ' 4 IEMBEDMENT (GROUT ELLS OF CoN 0 krj 6 69 IIII.U.a A, WALLS SOLID AS RE 'Do)10 S GE AREA ��W CONC. OVER 2 COMPOSITE Lc 2 A Ift I - r - 1 4 SMR�GECK REINF. W/6x6-W2.9x F LOAD rr 7z- A A6 ;>/4 W2s9 WwWor tW OF SUB EL A z . . . 091 2.1021) f qx loss srow III 2bb _ F F T=�:Sl 21 5/83*06 8120 n L. limmaim;L# .90 Z5 7 stinvoo I �Q � I it 9" A6 A 1 7 1 00 IFIN* FL 8121 r-U'/6\ < 1 �24" DEEP LIGHT WEIGHT ( O RETE Cl 9.1 t 6 DOUBLE TEES w/=3t_-(:MI Y47 Ig I I V)5 1 WEIGHT CONIC. TOPPING fi REINF. a cn A 4 W/ 6x6-W2.9xW2.9 W.WqF T SHEETS) (206 CN os, I 0 1 I I i I p I. . IF 4/S36 37' V-3 k4� IPr 47- Go ++ ++++I 4 4+ 4 4 T.Oo 9D I I 11 1-60 C) FIN. FL 8121 '-O" FIN. FL. 8121 2.080 4 a 18 6 -5w 1 ih 0 CO 1 S a 3 77§&j UO 8 5 + + + — — — — — — - ++ F\A ror) I - - - a I D OWNERMEVEMPER. L P/C STRUT T BJ 6 C�s Z2\ I> __T FIN. FL -100 (H -On (H) VAM RESORTS C COL -u 81200 FIN FL 8121 on W DEVELOPMENT FI 8118 �9" (L) FIK FLo 8118 P/C "I: BEAM No L T.O.0 XtT*00C. E I201 1 A 4- r— — — — - -- Z6 COMPANY _T - - - AVONIOLORADO =F 1 Z4\ U2 3 I I (2 5 6 "259 _T a 1 Z2\co 1% I Z6 FIN. FL 81189-911 (L)(257\1 (258 ) I A BN * 6 ICD tj RV4A0R1 FIN. FL 8121 DESIGNARCHITECT PB1 .4 . . . . . . . . . "/S4v 7 _ _ _ - sool _ _ _ _ -. . . . . . . . . r 31 1 a 4" C>Go A 0 8 1 1 6 lot co 5 PQ2 1# = 17—CARDEN LEVEL-4 _z - — - 5/S6oOj 4 - — - — - — —-- - — - — - — on%. .., +8121 A go . V � 1 6 Z2 4 1 co I c I:) 9 ToOoc. A LO j I CD Z5 I- F1 FL No 8121 '-O" (H) I A I Tf% f% 04481 on Dmvcr, Cobrado 9.020 0.9" _T 5 GARDENILEVEL 7 /cc Rw CC)8 I 1 6 1 1 +81211- 001 -4 L C*4 ARCHI!rECT OF RECORD &6 FL 8121 0 (H) GIA)VER. SMI[TH BODE, INC (" OKLAHOMA CITY. OKLAHOMA A4 a I W M PB3 co FIN* FL 8116-10". . . . . . . . . . . . . . . co FIN. FL 8118'-9 L L . . . . C) =T(0 7RI C.D CIVIL ENGINEER. 6 A TG40 I 366 ) F- $.on ALPINE ENGINEERING,, INC e . . . . . . . . . _FI N-o =W 8121 I Ar% VA14 COLORADO t20-6" - - ---- -10-601/I MATIM A t a 0 ILS106 - - - - - - - - - - FIN. FL 8118 9 =y p soL LANDSCAPE ARCHrrECT P/C BEAM 364 S E GROUP T I !k I I I I I III I I I N rN � ZN � � a a � A"I I I �:x . . L -4 - - -92 . . . . . . . BURIINGrON, VERMONT coo, LLJ f - - - /2 -1— TG39 LO - - - - - - -1 1, I Lj 190 C) r CL HAYNES WHALEY ASSOCIATES, It I x 51 1. . . . . . . . JR STRUCTURAL ENGESMER. Go FIN, FL 191 01 FIN. FL 8121 '-Ow 1 ELEV. 0. 4 ELEV, 0.r - - - - 4 363 . . H 2A cX) A 2zz( $.on F... 99 I :vo INC 5 101 uvw* I V 0 41 Ln 6 - - - HOUSTONTIMAS 53 , I a z L CD b) 2 Co I L u rim _T B78 L __Iu %so u P/C BEAM I -4 BEAM T_ F-4 4— a PLUMBING ENGINEER 6 T000c* 8118',w9n 00 13 1 1 1 7/S6oO8 E ABS CONSULTANTS INC DENVEA, COLORADO C:) 13/84*06 C, __uw 36 ( (361) 251 ) 1 c 4 T.O.C. 81181-6" TOOVC* 8118'-O"!4 2 I PROP E CRANE FINO FL 81219-0" (H) Zn2 Sk(248) IU58 . . . . - - - INTERIORDESIGN z FINo FIIIS 8121 '-o" col POUR S FIN* FL 8119 1.090 (L)A;O000ssl� I a / a TRIP I FIN...... EL......81 _TG38 WILSON & ASSOCIATES 4%7 249L ) 19— - I DMUL% TX F _. . . . . . . . . . . . . . . .PB83 PB8 185 186 7)C3 PRECAST CONCRETE INVERTED BCERENGINEERINGINC I c::p cq IF TEE Is BEAMS ARVADA, COLORADO 15/84A14= y X I _T n LOWER CONDO LEVEL v I 1`0 t I E V. NO* 10 R.On X 2 FIN. FL 8119 .0 I K +8119 I < Is. . I I I M g < I 5 44: z L PROJECT NUMElERe 20941.00 00 L0 I L — — — _T so sft�%A M . . . . . .r, . . . . . . . . . .I 5 co PB7 I ISSUE REVISION DATE TG37&F co . . . . . . . . . AA A)— - 9 r 2 it . F I- _ I \\ I z 4 CD -�f-7 0--� M C) LO LO c%4 I 00 24"x24!sx241SUMP ----�, V. NOo 11 M 5/S6*08 L . . . . . . . . . . C" 11 )7S4.06 ,! SWM. I 16/S6* 1 (TYP*)cc TG36(9 I __s q 1 on 9.001 PI.,901 = 4604co 8118' 60 5 101 o4 MOO �54 L L . . . . . . .I 1246 , . . . . . . . . . . . Z:j=T09:Go 8118'-Ow r�DM / ImAlMn OV 5@0 f-4- IC1< M L uo)< EL 48 TG49< FEB 4- 23 IT -I T 175 1 4 113/S4*06 I �c v 72t L f', �4 4, 1 177 178 1 1 1 SAFEbuilt Colorado I 1 52 1 1 Cp % 1721 F I F1 1 (2451 PB86 If4m) .929 73 _T _ _ I5 I 000 FL 8114-Ow I ZA to 5o,os Lip 4 00 c F ASI #29 04/09/08 T35 Z6 A IRAMPDOWN I n 2.0"C) r777 I 1... ...... Z5 - - - - - - - UKK 018 REVISION MA 11/0Z/07 M r CL I *I 90 24 DEEP LIGHT WEIGHT CONCRETE 7 017 REVIRON #7 10/19/07 9.0"I PB8 PB9 co I 6 J L DOUBLE TEES W/ 3" (MIN.) THICK NORMAL A Its I I I w,mo .1 C. T0fPPINGs SLAB REINF. Z6\(ns REvmoN #6 owo/w 611 IL II < r - - - - - - - WEIGHT CON.99 1.9" I I W/ 64-W2.902.9 WXF (FLAT SHEETS)< 1 % � A_ - I - - . -I- L< 4s-6n 6 0 LO< = = = = F I &014 RBVMON #5 05/04/07 < M 7 ""` ` 1 � . . . . . . . . . IIIII I 0. I I I A - 04/12/97 . < bOOOIPSI 013 REVISION #4 c) 2/S6,08 I— — — 17- W9 PERM SET 11/17/06 TG44 I 5/S6*08 �pp >9 4- _T_. . . . . . . . . cc 1 :4 1OoC9 81IB'-40 Ao CA 0_T_ I L . . .1% L I . . . . . . . I = = = = F I04 2 5 - — - — - — - - — - — - —RA 165*R1 tI —TG-62- - TG&3 j4Y TG6 QD 65, 2 1 1 1 1 a - — 169 I I I I 1 1163) 1 - f= = = = = I 1 166 = 1 168 1 1 1 1;5, 2 1 A5 I 164. . . . . . . . . . . 2 7 6910 IQ P/ COL BELOW - - - A2 A2 I 1 2 1 1 1 1 I I T.OsCw 8118'I*I6" T.O*C* 8118'-6" T.O.C. 81fa�.Oii_l CD r I I I�- I I FIN. FL 8118soo,7144" /6\ Z6\ 9.039 RUNIIIII211 A4 2'.9" 10 V-1 C14 c%4 1 S4wO6I SIM* TOO*C* 8118 no= L j a. r 152 CT53 F 154 PROJECT KEYPLAN 9L r C) L . . . .L L i AA I 1 48,1 TG68 -TG69 lel 50) FG71f ::::;. . . . . . . . . . . . . .BI 1 9 00 I '01 51 1 A Too* BTT09 A6 A I I A2 " TOPPING SLAB REINF. I I 61-0 Too Co 81 i 8,- 4 I I TERRACE LEVEL W/ 44-0.5ffl 5_WWE.. I I f*00C. 8119's*O" FRAMING PLAN I I AT HATCHED AREAS, INSTALL ;nnn I AL, An 11 r! CENTER 13/S4tO6 SIM*Y27 22 11 0-1114 60 20 22 `IJI PLAN NOTES. 10 on 12 7� 25 .10 706 P. 90 16[-2 Is is "DL" DENOTES SERVICE DEAD LOAD VERTICAL REACTION ON PRECAST WALL Los 2o DENOTES SERVICE LIVE LOAD VERTICAL REACTION ON PRECAST WALL 00 27 00 28 00 34 LO LO 48 1 u's) 0 r%Nu 2 ADDED DIMENSIONS UPDATED PRE-CAST BEAMS coq A ADDED SECTION MARKS S1n22 M M M cn M M M (00500044, UPDATED GRID LABELS ADDED CMU WALLS � . - I - - - I - - I Ibbl - , - b I - !! . . . . . . 5p ...A I I to y . . i . I I 1b + + 6 + It I + p + 4 + 4 p + b + + C1 I . CO I I FIN. FL 8121 '--�-Om FIN. FL 8121 ' 0" I I T I t . . . * . . . . . * * * # * . . b NIbbbbb SO d . I . 1 S z I L �+ - 1 � � + + + + � + * a & ra 3 8 AP & 60 51@ 1 - I - , - - " w - * + + + * 4l, * * + # v + # . . I z 114- ==-u iv - - - I. I . + * + + * * . . . . . . * + + + . . . I . _ _ . . I ....., m �*� * + + * 1 * # * + + * * " # * l0l + * # + 208 '.............. ..... I . .......... ........... .......... ......... . . . . 1 4+ � ...... .... m ;4 1 5 q . ., /�. I Vt%%*Allb . . . * ,+ # I 1+# + + + * + + * # + + + + * * + A I ", . _.......'l I, , - I D I I I I . in 'b' PO I -w-w-w-F-9-v",-, 4 I I I I I I I I I I I ____F I ............. , F / co I cn . A co I - I I 11 - - - - I ............. L Lqv a _1 I ........ I I I / `%� I CD I P/C STRUT I : -- = = - - - - ............, = i - T_ ; - - I - . - - - . . - - - '16;'mmwa - - a - , i .' . 7777777777777.7 -.7 bl ' . III . . . 4 . 'I bbbbb... , I ..CX- I . I I I S. Z2 ......... ........... ........ - L J\�:1- 14 - _ _ _ _ _ 4.*. - g-:.. V -. j �01 I ..\ I I I / Irbobob 1 2A I I - - - - .......................... .... - � - - - - � - - - � - - - .... .... . - - - Lzb = , . - ^ .. 1 �b:ffilummmommoffiffilmmamombbbbb ..........l . - � - - . - - - - - - . lbblImbbbbbbbbbbbbbb ...... - -r-ms ,�_ . .. . &' .q�,.. ..................., bbb , .11 I I b"b"I'T 1.1010 I ""-r I A . r A do .......... ........_ ......... ........ n . - l. .... I llbbbbbbIbb..... ' l U;) no s z -:4- FINs 8120 (H) I I FIN FL 81210.0" (H) I Cp - -1 .. . 6 1 . - . -4 i. W I ''' : - - - - 0 1 "%hl�b l - ""`b"b"` ...... ....., . bl " I �09 /( I - \A I b` I, a I re) � b .. , 1�m� l 0 COL U Gldf, - J ........... _ = = = = - - i a . . _ _ _ _ _ I 11 onil I I 11 ZL .. , . . . lb & . . . . . . . 4 - - a: IIA 01 I/ w = = . 0 :l bbbbbbl - - - = FIN* rL 8118'bbbbml9v (L) I On W & . % . I # I I *r .. . , 0 = = = = I = = . l:& j:. : - - I I .1 FIN. FL 8118 . - I I\T 1.811 � I & _ _ _b - 0. : I L BEAM . . :. 11 I = I - - - - - ..:o4C6�8117 -8" Rom, - _____ -_ -_ _T I . . . e7 ft ,j P/C I =1 - = = I C, %,,� <� � I I VN I qq . . I Ill. : - _. = = = F I r -.4 4-r E p , a , - . I ". - .6; -� _ _ _ _ _ A6 I I I A .- ,b .. I %pop.. I " _ _ IbbbbbbbbbbbbbI,bbb . - - - l . � ll.L.11 , 4 - ........................b. - - - - - - - � � � - - - - - . _ _ ...... .........................., I I I I N .ON I . . . .2 . a � ; o�c a I, .- . L __ . . . I - --t - - - - - - - I Z 6 TOTO( 8118 -.- I tq ? lno% � w � 111 0 � _. l . .- 201 1 1 1 1 1 ; - I � -,,,�, � � �;j 1 3 a I Ill �� _ I . I I I I I I _ _ ........, ........... ......" . . - = - : - - . 0 . I t I - - - 1- I . 0 4: - - I I I A I W, III— a . , I. - . _bIl . . - - l I "T "l - - - I , I q 1 7 IL " . bbbbbbIl . . . . I . r - �11_ ", . . . i - - b I = = = = - "l = = = - - - - ll I v". - - - - - " . .....,, / I I zi - - - a v I -, I I I I . . ;�� - , 1 371 F 1. 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OXIAHOMA . x I I I I I I I lllmlll . . = I I llllllll . . :I = - - . . . 9 � I ;L . . �L . I I I I I I I � - I I I I I � I I I I ' I \ I . - _ - J I L . . . . . . . .""' l"'i � """ I I I I I I I I I 11 I I I I I . . . - - - - I - - - I - - 4 r � � � � � lIIIIIflfIIIIlIlffI I I I""""' I I I ::; - - - - :4 = = = = = . . . = = �z I * 0 - 1 I I I I I I 9 I I \_ - llllllllllllllllllllllll . CIVILENGINEER f 0 c') 0 u I - - - - L I ( I I I I 9 � 0 1 - I - - . . . - - - - . . I I I x I I if I I I I 11 I I � cj I T_ I I I 11 I I : x I I I I I I I I I I I I � Cl> I I I o 1 . I If 0 0 1 I I I I I I 0 a I I - - I I . I _4D ALPINE IINGINEERING, INC I _ _ _ _ """""*l ( C)i It I I I r C) I I I I I - I I � I . I I I I I I I I I I I I I C> �? C.") 8 I I I I I I I I I I I VAn, COLORADO I I I I I I L ' : - I I I I I I I I 11 I I I I 1 Z3 ' 1 8 a . . 11llllll I I " - - - - - _ _ _ . _ _ _ _ � - l'"" I a - - = = I 11 IF 71 IT- -I l""'ll' [ 1 A4 I I I I I . . :; = - - . I - - - - a C) r C=) I I I I - - = = _ . . ..M...l. = ""`""" `"""`"`l � . mm....., _ I co I I I I co I I I I I - - - - � """" l""'l' 11 ""'I - - F I 4�* _ --.I - -["'"" - IT i I I I I I 11 - _ - - - lllllllll1 . llmlml`flllmlmllllllll - - - - - llllllllfll`lllllll`� - m I fill ",r - = = I - - - - . . . . 2 �X� - - - - . . . . �� . .`.lIf:b - - - . I oft I I = = = = :r- I I I I ( + LANDSCAPE ARCHrrECr Cp CD _ F= ` I 11 I I I I I I I I I I I I � _ = . . I 11 I " ow I I Ill till I I I I I I I I i _ . - 11 __\_ - - - -AED> I IIPIIIII� x IIIIiiiii' x I I I I I I I I I I IlA I S E GROUP I x I I I x I I � 4 ( I I I I I I I I C7 ) % I ) '001"i m ,0$I`l I I I I I I I I 11 I 1 4 ' (I x � I m % I I I m I I I I I 11 11 I I I I 11 11 ]BURLINGrON. VERMONIT q*0 ___T"l"`l""`"ll"` I I I r . - - f........ ....... - - 4 1 1 "'I'l I llhIll I = = = = =1 -_ -_ = = = = -. . I "1140 I 1 :4 = - - I - _mm...., - - - - . . �_ 4 ( I I I I I I I I ( 11 11 11 11 11 I 11 4 ` I y I ;t: I I ' I I I ( I A . , "Im � . 11mllm - .1.- I I 1 4 ' . . lllmmllll - - _ _ . I L . . . . . iiiii,,i, . fill = I = . . . = . . 11 1 4 1 ligiIiiii . . .I .L .II. . . . . . -1 `,iiiii,ilillillIf I- - - - - I = = - - I I I I I I I I 4 < 11 11 11 11 11 11 . STRUCTURAL ENGINEER f � . �' I r' � f: I I I - - - � . � - - - � - � . ... .... ........ .... L - � - � . I I , ............l...l....... .... _ _ _ . � � � K - - - - - - Ill . - - - - � . � I I � lllltl,,. r r , _ _ _ _ _ . _t� ..., _r _ _ _ � - - - - - - - - - - - � . � - - � - � � � - - - - - � � - - - - � . � . � - I - - - fall - � . � � � � - - - - � - --r- - - llmll - - _ � - 4 - - - - - - - - - � I 1UNNES WHAIM ASSOCIATES i \ I - I f � '% _ - - _ _ 4. !I.. % . III - � - _y`fl"""""__m___� . - - .., � l:II .. . 'i I I, 1 'Ar .. . . . %� I - - - - � - - � - . 6A . .0 . I I I - - - - L I 1 ill I al, ' * -4 . . . . _ _ . . . kl� - - - - � = = = _ . . _ � - - - - INC - - I .1 Alif!i ' : ff: _ _ _ _ . . � � _ .� - - - - I : O.J.. . . . . 1 . . . - - 4.....,...,.l - � _......m.., _ - - - - ..l......l.11.l....l... - --\ ,fli` lilill". a , . . - - � - - - - - - � ..mll.l......M.....M... - - - - - - - - - ��- � . � � - - - . � - - - � . � -F ___t MZ3- - - - - � . - - F I I I - - . ....... . . . - I f * l .1 I � T_1 7_ _ .11.._..l...l. 42 1 1 1 j .. ' --<E 3> N C.) 0 1 1 1 W � to - - _ 169 1 1 sr L HOUSrON. TEKAS I ( 1 I I 0 0 :: f= _. . . - 164 1 1 . . . . l' - - - - - - - - - __E: tE 168 1�"*`l`""l""""`"` `l"*` """" I I I I LJ \� �/ I I . 10 I I j iff z 4 0 ` I I ) I I I I \ I . . L. . . . . . . . BO I I I I � I c) b 0 1 1 . . . . < """i'll I I 1 :4 - - _ = 1 - = = = llllll - - - - rz x I PLUMBING ENGINEER 8 8 1 0 1 1 1 - . - - . )� I I I I I I I . I I I = = _. _. 11- =1 - . . . I 1 ' � )� \\ I I n a I I I I "`""`"""""""" "l`lll*` I I >� I ABS CONSULTANTS INC I cpi cno I = = _. _. _ _ _ _ = = = i I I I I= = - - - I r :F - xi ix ' DENVER, COLORADO � llll � I ift m I I I I I I I I I I I . I I i x I C) I I'l I - I I Ix I I I 91"I'll A I I I I I I 11 I I I L I I x _ . ._..... -_ -_ - x I I I'll'i m I I I :i = = = = = = = = 9 ' _ = = llllllll . . = = = = = = 111. 11 11 11 I 11 I \-* n%T=OR DESIGN I m % I I I � ""'ll'"" I I f"IIii ;jf I I � I I I I " * 4 40 rr 71- 11 11 11 11 z"""""""""""""""""l wnSON & ASSOCIATES . . . . . . . j L fflffif,;� ;& I sbJ :: L- - - . . . . I ,ol llllllllllll _ .11 - - � � - - - - � - - - - � � l _44- - - _.1 I- - - ___u - _ 11m - - - = = _.,.l . . . = I 1 4 . . ._ - klllll - - - - - lllll - l� - - --< Till 7 � t-i rammmomommool r - - I I If.gi I I '% � I 11 I I I I I I I I _ _ _ _ _ \ 152 153 1 Q 4 41 1121 I DALIAS,TX r- I 0) = = = �� - *"""" """`f � if . - - - - Im- - - - - . - - - - � � lflllllllllllll . lmlllllfllllllllllllll - - - - - - - ...11..l....11...... _ _ _ - _ _ _ _ _ ....._......._.l.... _ tolloolooll . . .. . l�llllllllllllllllll _ t _ _ _ _ _ = _ _ . .................... _ _ _ _ . � _ _ � _ _ _ _ - - - � � - - � � - - - - � - _ I - -i fff . . . ..J. " \A I . - - . - - - I - I . : .. 4 . - - - +_ - - - - - - - 11 I I /� liff N '.. 1.k. ;� .: 1I__ w it . 6 . . .' - - - - = = = = � = = = """ I I - -I I I L .j 1 150.,, U39 LoIlTlIollool I i . . . . . � � 1 A ... . �.�. 4 .. .f, - :. .� - - . �I I I 'L , ,- � ', LM SAFErY 6 I m 11 -1 I . 0 i 64 _ _ _ q I I I I I -1 \ "'. -_ I . 0 . � . __ __ _ _ _w . :.a. 11 BCERENGINEERINGINC., llif. ,li, I . . 4 . ll . i . . wi . . � � . - A . ... . iff .. . . 4 . b . . 11 � `Il0000000l I i I I I . . . . fillilifl ll,fl,, . . . . . . ,,ll,lp illi'lil . = = = - - I - . . . . 11 P A. . � 71 . a. m[:�'. I li - = = = � - __ - __-.---�.___ __ - - � "" - I q,A\ . 1 7 7 1 1 - LD.J - - __�.�. - - ---�� . . - -LI -i L-I I . . . Ai _ _17 - -�_ =."= - M - -Li - _ = _ _ . H . - 157 11 I Al l"l 7i� I I I I I /m"I""""""""""`\ COLORADO -T 4- - - - - - - - - I . . _'� ,. 4 1--- - 4 - - =j= - - - - - - - v - - I - 11 A 1 7 �' I F.,_. I - - _ 1 59 C.> ci I I I . . = I \ / 402 1 1 1 A 0 0 1\ 1 51 /I I - 11 11 11 I I 11 I I 11 "'ll p F I I I I I I lillill.i.of I 0 0 1 1 1 1 1 1 lll� - a a filill,fl'.", I I I .", N - I I Z4\ (D C) I I ii MILD RE 11 11 11 11 11 11 11 11 11 11 I 11 11 I I I I I I I I I I f I I ')o I - 11 1 1211 ) 1 \�� I I .. 3 8 1 1 1 "`l""%l`l"`� NFORCEMENT PLACEMENT NQ#S 11 11 11 11 11 11 11 11 11 11 11 I I I I I I I I I I I V"`.11fl� / I I - - ---.<'B TT. 9 1 a It I -1 - - L = = = = I I I I I I I I I I I I I I I I I I I I I I I I I I co C) I I I I I I I I I "', I m I I I I l 1 o UNLESS 0 WISE OTED, ALL TOP BARS SHALL BE CENTERED AND = -. -. -. ±:: :J - = = -. - I I I I I I I PROJECT NUNMER:o 2094loOO I I 91i co I I ... PLACED ABOVE P RT AS INDICATED. I I 1 7j = = -_ = = = =19 1 1 1 1 1 1 1 1 1 1 1 1 '11?iIiiii, x I I --I I I I � _ _ _ _ - _ - - ----.-4 1 1 1 X Ill ' I - I I I I I I I I I I I ,"`iliiilimk� I ll...l.l . - a (T) v ND w(B)" D I I I I I I I I IINIl "O" I 1 2* A TOP AND BOTTOM BAR , RES VELY. I I ::� =I _ _ _r ""***` I � - - -1i I I I I ISSUE REVISION DATE I I I m 4u 1 1 -1 - - - - = _ _ = _ _ _ _1_1 9�089 i AMA "I 'll B)xl0p-6" I I - -_ I ;L i. I ___ _ _ _11 - -- I I I """ll""'l'i I . l,lIIIII,f ,llIIl,, . I. I t. . . . - i"I'll" ,,i,ii,, . . j . . I f 3. UNLESS OTHERWISE IOTED, BOTTOM BARS S BE CENTERED AT MIDSPAN I "'�� ,,.z. ,. a I""""" """"" """"`l �""""" "l I I I 11 0 1 1 @30 pogi, I I III I 1 P3 0*94 3 O& I . . . . I � �,ii,i,,, 4ll,,l to I `lIlII,,f ,,,l,lll, l,,l,,,,l � l,lll I I b BETWEEN CLEAR DIS ANCE OF S RTS9 DICATED. I I I I I I I B)x5 .6 1 1 . 4(B).x8 ill I I 00 ill 1 I _____ __ ___ _ _ ___ __ _ ""' I I I OUJ ENDS, AS INDICATED. I I I I I I 1 030wwo*c* 1 1 030"011 I I I I I :i -. = . 11 E 900 STAND . - I I I I _ _ . ::� = .- -_ = = = = =Ij I I I - ' I - I TINU A = = = = llllllllf � = _ : I I I I I � I I -1 5. REBARS ARE SHOWN IN TYPI CLARITY. SPECIFIED REBARS RAMPDOWN I I ill I I I I ] I I I I I I . 0 - I iL SLAB I I I I 'p I I I ( I 1 60 SLA � � I .J - - - - lllllllll -14 IIIIIIIIIIIIIIIIoo,00i I I I I I f I I 't SHALL BE APPLIED I CAL IDENTICAL CONDITI( � = = = ::I = = -. -. . = = = _ I 1 6" SLAB j I I I -1 = = = . - - - 7 - - - - I I I I I I 6LSL A 8 I I I on"�� I I I -� .woo, I 6:TED EQU 1 4 LTErNA QUAL SPACING. ji 11 11 11 11 11 11 11 11 11 11 I 11 11 I I I I I I . 6* LONG AND S I l I I I I I I I I I - I I I I I fj I 11 11 11 11 11 11 11 11 11 11 11 I 11 11 , I I I I I I I I I I I I I I I I A 11 .,,mmilll� fill,lili' m fkllflllip� fill I I I I I I I . 11 / 4t 11 11 11 11 11 All Ill il /."" 11 I 11 foll oo I ........ ....... fllllllll - - - = = = �I I I I I I I . iIIIII,fill _ _ . I IL -L I . .. 11 " = = - - .- = = = I I I I lllllllllllllllllllllfl . � I I - � . .......11............11 ---I f___ -T -Iii-=--::- - _r:!�� - - �-- - - - - - - - - - - - - - - - - - ..........l..l.._....l .11f - _ _ _ � _ _ _ _ ______f_ l_ -I- - - llllllffllllllllllll i ,,ll,,,, l,,,l,,l . - - - � A - - - - - . .l...l......l...l..m - - st=� VL - - - . . . "==T. . . . . 4-z� lillill,f illilift fillilim fill . . zil I + - - - - - - - . I . . � I -i - - -+ - - I I 11 Witi,iii, 11 11 11 11 14P .... l,l`,,,lll,l,fllV 4( 11 11142 ) 11 I I I .- - - Z.f--.-J- - - - - - I = =- ", , � - - - j - 7 _\Qf��T��_ - -----q 4 1: . .. llfll I ---J/-- - _X9 - ""I I � _ L I I - - -I- - ____ -_ 417;7 - - - - - - - I I L _ I I I I - A - . Iff, , : 11'� f ' ' " " " '�'nf :'�� : 1 , f I I I c -, - �! :� , " �' '; :�' ��f � I I 1 I �j_ %11 _l ' ;' � , , I I ': A ' ' I . . - - - - �rfl - - - --r- - - - " " I -_ - - - - - - - - - - - - - f -`ff` j -' '- - - - - - _ _ _ _. _ _ _ _ _ l111- . I 11 - I I - lf�f - ___r_ - - - - � ff _ � 1 -11, .'.1 � -11 """T "i "i i I— "i 11 - I LJ / 4 \ _1; -I-, Illllfll,l,,l,, � .+ . . . . . mi . . . . ,iiiii,,i iiiii . . . . . . i,iiii � � . l,ll fil,,ilip liIiiiiiii � iiiii ill . . . . . . . . iiiiiii, fill . . . . . . . I-I--- � . lIIIIII, ll r ill (7 " . . I ,__ . ,if Il I - . . lIf,,l,, l,,l,llll . . . . . . . . . � w . . . . . . . . 4,lll x _ _ ___/ _9 1 u u C.1) C.> / I I � �, -T - -r- I A 1A `5 0 9 0 1 1 1 / /) �T 11 v - - - .looi,._.l. ,l....l � i n I 0 0 1 1 1 a 0 1 r ) K (/ : �'- 11111 U%i�v I I - - F- - _ � - � _ a a u a u m cl;o / �I- 1, too I I I I 1 1 Cl I F_ I cj I I ( C5 0 1 (394) 1 ( Vp "� A I �' ."' l,,,I,,,,,I,l ,,,,l .ii, � fill CID CD d, C) 9 I C1 0 0 1 lilli lill;' "i al 0 \ I I I I "l`�fllllfl`. 8 0 1 ."l`flflf�l,,, 8 C> I I ( 0 C) 0 III q ) ) / I I �f� 0 c of llff� .11f� 0 __ _ ____ __ - - 1 ( fill"T ?-% C5 aw ') ( 61f.illo' ( (',.i` ( (/lo' `% � cm) iliffilil al /I I *s a / q% a �3 a ill, I I (0) / /I I mz:� . 4 1 / 11 ( I I cis 10\ /,lll..�N ., 09 4 Zi I \<kE> I � 'll 0 1 �3 1 'll / "ll"l`% \ V& I I a Y6% 1, �' Z5 c I I I x d x . I I I I a CD I a "i a "ll I I 1 ,57" a ( 11 K �' . I Ili (\1 45, 1 flillill."', I � I I I " < Cp IN -13301 c) V I I I ift.1 35) CD I \f", ..", c) V 0 Lill + - i Z.l I I "i till � . L �. 2w 1 a I I f`I.11lllr�� 1 1 1, I m � CID 0 1 lf"lllll�� I I fll,ll,lll,ll� 8 1 1 fillifli'l I a �0 I &0..._ r1i - WR .=.m=w,l I " -l- 41141" I I .j I l I I I NINIII..o 40 - . I I x % I - - . . - - - .J < I � I a III I a " %wo a it 1 ,,," I I - 2� I I I . . . . . . . . . . liii,, . . . . . I � - -_ --- - % Q! 0 0 0 6 a "Itill 'Ifill I C) C3 k YACK A A I U-) ID I I I u") C) I I I LO Co I I LO C) I I I I 0 . 0 1 = �� "i a co a co I r/ ( I R61 - 1 a a /` 0 1 IXo1ll=tt` I . l,f I foll I I I I I I I I I I I I I -1 lflll � . .l [. . I. . illilill, . . 4 x ", Allow m m im I I C) � I I x I I x " I I I I v I T I I r ."IIIIIIIIIII, I d"iiiii'1141I. � I"iIIIIII"I, � ,"Il '11iiIii, � C�l C> � : �'t _ t - _ . I -_�_ 1 ,- -_ � I I i I - I I m ,�= M to I I M ,ol I I I M fool I I In � I I In I'll L_ . 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I I 1 1 2 — — — — — — . . . . . . . . dedde .@16"Ooce 6 OoCo \'k., ei 0#4(T)xl2 @1 6"OoC,- — - — - — - — - — - - — - — - — - 363 L . . .x @16 OvCe RFZ&l --t-+ 4 I — . = =7:: - - — — — — . . . . . deded I ri eIII-7z— 13" r. edeed Idedde dd�p 0 CD C3 I a #4 )x6;6O x I A 0 0 @16 OeC4 I 1 /1 cq c� U58 .9 L T ,25 f I I I 0 1 c;Air L 7"" . . . . . . . . . . . . . dedded dedded . dedded dedded .)D7- — - — - — - — - — - — - — - — - — - — - — - — - — - — - - — - — - — - — - — - — - — - -- -/Z— — — — — — — I L d a K— - — - — - — - — - — - — - — - — - 1`247+ - x . 1. . j L- - L - - I- - 1--.4<< J & . . . . . ................. .... .. JAP.Am#4(T)xl4 .0 < . . . . . . dedded . .0 MILD REINFORCEMENT PLACEMENT NOTES 01 "beco < x<< Pm4 1 . UNLESS OTHERWISE NOTED, ALL TOP BARS SHAH BE CENTERED AND 4 K--l"'LAGED-ABO'\IE—SUPPORT AS-INDII�Ds - - — - — - 17"'""'"""'cc X-BARS,-RESP=LY.— K-AW *"M"-ER0TE -TOP-AND=OM r rn T L . . .L x I I >( cq c*4 K BETWEEN CIFAR DISTANCE OF SUPPORTS, AS INDICATED.3. UNLESS OTHERWISE NOTED, ALL BOTTOM BARS SHALL BE CENTERED AT MIDSPAN 46/1 4. PRMADE 90* STANDARD HOOKS AT DISCON11NUOUS ENDS, AS INDICATED. K o 35 CD f #4(T)xl2 -0 K a 5. REBARS ARE SHOWN IN TYPICAL AREA ONLY FOR CLARITY. SPECIFIED REBARS K @16"OeCe— - — - — - — - — - — - — - — - — - — - — - - K K CD C)SHALL BE APPLIED IN TYPICAL IDENTICAL CONDITIONS.1--. - — - a "d "ded"I"'I'd be LONG AND SHORT BOTTOM BARS SHALL BE ALTERNATED WITH EQUAL SPACING. C3 K 00 00 d c;! 72 I52- — - — - — - — - — - — - — - — - — - — - — - — - — T to I 1 111\245) F5 7 TJ�5 VAM RESORTS c1q RAMP D1 DEVELOPNT1*4T x I— dedd - — - - C.3- — - — - — - — - — C3 CONPANY - - - - - - - - - - - - - - - - - - - - - - - - - - - - - co co AVON,, COLORADO r d 3 4SI, J L 5-'N,d%3 4 co 2 . . . . . .cj r240 reededde"e'"' dedded " el F CD 1\ 411 G x 0 1= I DESIGN ARCIUTF.Cr r . . . L . .j I = 2 00 a 00 1 4 40 co I x 1 1 C3 4—C.)C-� 0 1\239\1 r . . . . . . cw. Denver, Colorado-1 x < 342- - — - — - Li< I to to< I x x x AhCHrIECr OF RECORD 1163 )LJ L .J Ll I1060 C3LOVER SMTM BODEjo INC g8) OKLAHOMA CrrY. OICLAHOMA ALPINE ENGHMEERING, INC CIVMENGROM IL I VAni� C0160RADO C5(23 C-�0. .j L . . . ,I I L . . . . dedded . . . . dedded . . . . dedded . . dedded .red-I I I LANDSCAPEARCHrIECr 1 -- --T I — ddid-d-IIIIIII T CD C)rl I.4 -4- S E GROUP 4 - - — - — -CD co L 11/1 4.9) L BURLINGrONVERMONr 11 46) V1 47,1 81 L Ix I. . . . . . . . . . dedded . xL . T . . . dedded . . .r ddddedddoi� I I I 11 51 1 ISTRUCrURALENGE41M HAYNES WHALEY ASSOCIATM, INC" IU33 ell 1 HOUSrONTEXAS C.5 C.3 41 1 1 6 cj cj ZL 0 1 , 6 It I - - j - /236 ) 0 cc I AfECHANICALELECIRICAL to. ............ ............- ---------/ UL --a n a NXR�MINGENI(33NEM C) C) . . . . . . . deded . dedded . . . de . . . . . . . dedded . dedded deded . . . . ded AM CONSULTAISM INC I r K co (D dedded . . . . ......., j dedded . dedded . . .- -4 ded, . . . . . . de4 >>(( DENVE]k COLORADO x Fr C) x x K(0 INTERIORDESIGN K I I VnWN & ASSOCIATES C5 K( 330 16 a K Z4 DAILA TX kT11%, / IN to K< IP4. K Cp X 3 5 ) CD I LIFE SAFErY NP cj BCER ENGINEERING INC RFZ&l 1 5 4 cj I 5 0 cq CD 3 D6 L ARVADA, COLORADO C3 c 3 3 Idde R--7Z co Ior x CS x C5 . . . . . dedded Nvz. . ...... .. r F L .J i Ir PROJECr NUNBER:* 20941.00 RAAA 9 +e 8 Li-J L �7 Ted""12 \1 30)CD C) 1, 1=:� I LO C3 Nb C5 1 re)x x x 0 ISSUE REVL91ON DATE 1= I 1= % 5 co lz� %%.e,, co a qd- ot 5 01 co L j led, 777777777)Xq=o" IIde /5\ 00 51 r/ I r co r 016 06co 325 III RAMP DOWN x 4p SW=2 L J.7 del I\ dedded . deded . . dedded r IIco LI I<EE* 8 x feed . dedded . U ) co x x swmi x 1\ 1 2 1 doo co CID I 91 C) x G Ln CID 319 cc 2 000ddo`�RF \IiEWED BY FE2 1 0 to 1321 cj I 1 0 5 C). . . . . dedded . . . dedded . al to ILI, I';4 x dedded . . dedded . . deeded . . . dedded . L . . . . . . dedded deded . . . . . . . . . .T IIco b Fff b - I I I IC) C) C)ceell '010T500 AFEbu'I C5 x x I—p4 7q4- — deeded ded-dowl —1 Ided"T - — — — — — — . . . . . . .... ....... "'I I ASI #29 04/09/08 Ijjj &015 REVIIRON #6 08110107 C)= I I I &014 REVIZON #5 05104107 L . . . I I I I 1 12/07 r C.3 6 013 REVISION #4 04/I0 c..) . . . . . . deded . . deded . . . dedded . . dedded . . I F C) 21 i L I 1eedo I I I I I. . . . cq . . .....] L.2�! c. . . . ..,.... ....]co 1 . .j dedded dedded . . . . . . . deded 009 PERMrr SEr 11/17/06 x I I I ILi L C.)L . . . . . . . . . . L . . . . . . . --j F U74 01 I1071 uj IIL LO L'.J 11 04 , 1 LO L (102/1 1\1 03)G C1-4 le ded . . . dedded . dedded r A4 RF21 Spi I I I 1 BNNNA C3 Id I RE eloe co co r 305 x IIL dedded . . j 3 I7/ I%%,..., %,j I - ICD CD+ 1 C)-4— - tIIC,C3 0 F . . . . . . de"' . . = 0 1 XO x 4Z eL eft,x L I61 Op xqd- I . . . . . . . . . . . J j k:Lu J L . . . L . . . deed, dedded dedded 11 a 00 L ir 1�22T) PROJECT KEYPIAN "I"IT I L\ op IIOR deded dedded . . .. AID I —.4dedded . .L dedded . dedded . . . fj IITERRACE LEVEL MILD I4?1 STEEL REINFORCEMENT 7Z 1+--71 ............. TOP BARS WEST IIIIm Sm 00 00 reee: -0 4 1 4 4 Tfi r T C-) 0 OCO M6 2 1 .3 7 LO 10 14 15 m 22 23 qq A 25 10 A0 ci CIN%ei LO 00 Teded" Tedded N cn m m m m I 0 0 00 00 A6 (0 00 44 48 m m m m m 3 9 21 23 24 1 m 32 34 35 49 A6 A A -- - --------- -- - ---------- It Of e 26 26 It III Iwo 6 .4 & .4 41 6m" ;> Lu A ) U71 268 F F Otto N L — — — ot000, 0 Id 7 .. . 7 1 � I # + + # 1 + 1 + 11111 + 1 . . . too + + + > c - — - — - - - — - — - -7L to * * * * * + * + # o * * + +�*� * # > + Ell' MILD FORCEMENT PLACEMENI NOTES: + + + +f++ + + +++ + + ++ + + + + + +++ +++++ + ++ ++ > ++ + ++ ++I+ +++X+ + 4:# > ++++++ to . . . . . . * + + #++ + + + 261 1 :9 OWNER/DEVELOPER le UN SS OTHERWISE NOTED, A L TOP BARS SHALL BE CEN4RED AND + + X+:4 COL ++ I++f++*I I+ 4 + 4 # + + # . . . . X+X+X+X*� > +�+ 11 � 4 + 4 . . . . . + 4 . . . * # + + + * - = = . L 4 -1 -1 + I + + * # + + t P CED ABOVE SUPPORT A INDICATED. +*+++#**+*+++ 4 4 + ++++++#t+**+*#+0... . . . . * o 4 — — — — — — 08 to * + + * + + 114 + * 1 * + + + + + # To # xo:# to -SPEC VELY. 1 1+ + * : : . . .. . . . + .+ P* ., + + * + * + + -- - - - - D VAM RESORTS I AND w(B)" DENOTE TOF , AND BOTTOM BARS, RE L BJo6 A ull OM BARS SHALL T_ A] MI SPAN BETWEEN b DEVELOPMENT 3* UN .ES OTHERWISE NOTED E BE ENTERED AT)X w .- I I i I p, I %,i!A DISTANCE OF SUPPRTS, AS I DICATED. =A+4 S 910 u k; 4a PR )VI E 900 STANDARD HOD S AT DISCONTINUOUS E S INDICATED. 0 COL ---- CONPANY It 5e REJAT ARE SHOWN IN TYPI I AL AREA ONLY FOR CLARITY. SPECIFIED 2D9 It DM NSs I—UE AVONCOLORADO R A S SHALL BE AF I TYPICAL IDENTICAL COVNg :4 . . . . . . . . . . . . Itoo, 00 1190ko"IftIoN,. - 201 D -WW-BOTTOM-WkRS-SHAtL-BE-AL-TERNAI t -A S ACI Go Ll :F 1 __T __ __T__ I 1 (2 r 6\, DESIGNARammcr (257 , (258/, 4- 1 BN66 ZI tt _T 4 40 1 (%255 ) 202 # ' T - - - -I - If . .. .. ..... .... - - — - — - .4 . 1 - ti ` i . � p v I. I Dmc; Cobm& Z4\j 9 ARCIffrECr OF RECORD S 2 C3 GLOVER SMrIH BODE, INC 0 If C> OKLAHOMA CITY,, OKLAHOMA r777i _4 L.L C1111LENGINEER . . . . . . . ALPINE ENGINEERING, INC If 693 VA14 COLORADO F_ _T -I 366 ) A ftft ,o,o IANDSCAPEARCHrMCr 4 (2 5 1 111, S E GROUP otoototoIIIIIIIII, MATCH LP r: 1 (9 W3NGTON,, VERM0Nr BL T ip too 000� #4('T)x7' 6 7 364 #4(T)xl H o,,,o I,00,o STRUCrURAL ENGINEER r 016 OsCo 0 T\Q Deco Ll 0 4(91 x 12 -- - - - - - - - - - CAD - - - - - - = _. _. == @16 O.C. 190 :4 INC ottoot' tool JR HOUMN. TfIXAS I 1 1 It x 51 r 363 L - Iot,oH ELEV. 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" -�x , - If If! 13, tI1 .11, , 1 I � ;� __ - I �V,_V I ......I'r I , I f- '_�"tr I I , ",�� A � -- I"_ ", �_L � I I , l:-f � -I r ---11,11,I I-- ,r LEVEL FRAMING PLAN . -_ f � _'-�, A VAr' i 1 FIRISEw FLOOR -__ ,��UV_'f-�-.-�-� 'lf��'� , '�_r A ,�, - �� I ,,, ,I - I , I i I - __1 IfL' I __ ---1 I - �- I I r� -L�;lN�r-,-_'--_. rA � .r rr t - r - _� ,"I ,�,- � _-3- Fl,_ �I . - I �_ 4 A - "� I ;': 11 11 I��*:*��'�-f_�� 'l -�__�'- - I ��:-71 It �. V�-V� : .�' r I �' - ': '7 " _ � , -If I W( DE m 0 " V� ' . - 11,1� 111.1 .' I ' � �' V� - f ' ' . 'i -rr_r Z - - , �a;n__'��f��tf.' 1, f , - - �-N_ , '�l . �ff--"4�-":'J _ f I rr,-__',,,. , _,�f" I' I . SCALE: 'A6 1 ftttt0 V� �!I��L��_' - - �:�' I A - . ' _',� - _ _ V.11 � I I '�' ' ;l �. " I -5, -VI,, �_, I , _ : mIlk �. llt� I - V`ftl V I " I r� - fI I -" I I s I " I -, I I f ,1 - I I � .� I-A V V 41��f D ! 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I I I I OVERALL r �- I I I I I I I I � I I I I I I I . � � I I � � I I I S2mOO I I � r I I I I I -_ I � tNINNNItt� f (: 1 -29 Q 1% " , ( A- I'IN %II,l. 9 �,%I tN-I., I I � ----@I i f I I I I I, e ' I !I I"' I I 1 0% V_'_�Fl "�" I I � 1 /,` � /NN't"t""tktif - i I � I l 11 ! If r 11 Ti I I a I . I I I I I I I I I I I r � I --- -_ I I r �`_ I I I I I I -1 r I I r I � . I I 39513 1 lot lotIVAL Poll WAH HORIZ. SHEAR. P/C WALL HORIZ. SHEAR: P/C WALL HORIZ. SHEAR: P/C WALL HORIZ. SHEAR: P/C WALI HORIZ. SHEAR. 7o3 KLF SEISMIC + 067 KLF SOIL 3, 6 KLF SEISMIC + Oo5 KLF SOIL 4*9 KLF SEISMIC + 007 KLF SOIL 5*5 KLF SEISMIC + Oo5 KLF SOIL 5o6 KLF SEISMIC + 061 KLF SOIL (RE: 1B FOR EMBEDS) JRE: 1C FOR EMBEDS) , (RE: 1B FOR EMBEDS) (RE: 1B FOR EMBEDS) (RE: 1B FOR EMBEDS) Elf LLJ- Lu uj *n LL. e %,� + LLJ V) L9 Uf C.) C) uj 04% :;o—e 0, U) 0 :2� vp) m nln m 0 M U.1 P/C WALL HORIZ. SHEARO e 3ol KLF SEISMIC + Ool KLF SOIL f:. En (RE: 1C FOR EMBEDS) uj V) uj m En Li y LP Lo M It to ULI ckf Lu CL + ............ C) A 0 0 U. r---------- ........... P/C WALL HORIZ, SHEAR r.. j V) I %% I % < Lu % % 3: cn 14oO KLF SEISMIC + U KLF *SOIL le ot uj (RE: 1 A FOR EMBEDS) % u 06 ImEnq P/C WALL HORIZ. SHEAR: .................... ---------------------- --------- ............... ...... 163 KLF SEISMIC ... 4 + 0.1 KLF SO[ L -1 1 ----- - If (RE: 1A FOR EMBEDS) it F .................. ....................... -1 A 414 5 ..................... ......1 11 1 1 1 - . 1 I I I I ......;t —j— -F--- I J --- P/C WALL HORIZ. SHEAR& it r....... 1948 KLF SEISMIC + 0.7 KLF *SOIL P/c WALL HORF�,z SHEAR: 1 10 IV I e I (RE* 1 A FOR EMBEDS) 43 KLF SEISMIC 1 *0 KLF SOIL/ (RE: 1C F6R EMBEDS) ............ --------------- --------------- ----- -------------- ------- % et ......................4 ----------------r—.4 .................. -----------4 1-----------n Ty ......... ..........A on P/q,VALL HORIZ. ,�HEAR: LL 15*4 KF SEISMIC +/0.6 KLF SOIL .............. I (RE: 1A FO IEMBEDS) I j L.... ......J, om Tm [ I P/L; WALL HORIZ. SHEAR,D OWNER/DEVELOPER 9,2 KLF SEISMIC + 1a2 KLF ee SW-3 -----------r-----i SOIL (RE: 1B FOR EMBEDS) z k MATCH LINE A-A if I J L J L VAIL RESORTS if ... ...................a ]DEVELOPMENT n414 ....................... ........... . ------- ------------- COMPANY L.............. L..... J j AVON. COLORADO 4 ----------------------------- P/ u WALL HORIZ. SHEARo SW-4 .......... 46 1 1 1 18*8 KLF SEISMIC + Oo4 KILF SOIL I (q) I I I I I Pill WALL HORIZ./SHEAR* .. ....... 00 En MBEDS (RE: 1 A FOR E Uf L ......... e1144 KLF SOIL it DESIGN ARCHITECT 949 KLF SEISMIC I I El gill .......... ------------------- L.................... (REO 1A EMBEDS) - - —- —-— -7=L __ _ k=------------------------- .. .......... 47 1 47 ............4 ..........................4 ....... m i r---- P//^u WALL HORIZ, SHEAR: ee ......... ...... + 4 2 C.,) 0 U KLF SEISMIC + A14 KLF SOIL ee .................... L.L. 1 40 I t (RE: 1A FORIEMBEDS) En M ..................... ............ -.............. -------------------- ----------------------- P/ u WALL HORIZ. SHEAR& 04 61 U.1 I I L...................... J L...........i 4,7 KLF SEISMIC + 0,4 KLF OIL It V� Denver, Colorado 4...... CL Ile , (RE: 1C FOR EMBEDS) e ......... 42 L ui e e JL..... ........................ ..................... ... ......... sw-6 ze z u I I I 1 1 46 1 1 e ARCHITECT OF RECORD L re, - --—--_; I 1 11 1 r----r---------- r r--- GLOVER SMITH BODE, INC, if ----------------------- ...... OKLAHOMA CITY, OKLAHOMA e I If I ED I I If I -------------------- eez ................... 9 ...... . CIVIL ENGINEER Q9 ...... lee", u e ALPINE ENGINEERING, INC, r I------------------------4 1----------------4 w.. eeee ..... ................. ee le r of i I ................ VAIL, COLORADO leee' ............................ I 1 11 1 1 1 1 1 1 1 e I if--------------------- el L...........J ... ..j ...........0 le -------- LANDSCAPE ARCHITECT t if ry ............ leeee` 16 W7 S E GROUP le-ee ........................... eee ---------------------------�...j... ..... .. ...... .......... ...... BURLINGTON, VERMONT el t V ee" L..4 L.........J L.......... L...... ..........L . ..... STRUCTURAL ENGINEER e leeee "r"F"A-------r ...... ..r I... ...... r r ---------A— I I I-------------------------4 — ,ee' e - -— - —-— -—- —- — -— I I L 4 1 1 1 ............ ee" L J L j r--------n r---------- T_ � eeeee ...................... I I 1 4 1 1 1 1 1 HAYNES WHALEY ASSOCIATES, Ilee eeee eee' .............................. ee leeeee HOUSTON, TEXAS I.ee" _041 e1-::k 1 ......... ....... ........ -------- ...... ......Ll......... ...... ................L... ................................. Of IE I I ........ 4 1 MECHANICAL ELECTRICAL ' 4 .................. elee ------------- mt� ................... 461 ee'e ................................��J PLUMBING ENGINEER 'lee'e lee" - - - - -- ABS CONSULTANTS INC, .... ................... .1 .....01 r elle" e DENVER, COLORADO .............................. I L.......... I 1� eee` ai> I - --I-- -— —— —— I � e r INTERIORDESIGN eeee .................................. F eee e e /V WILSON & ASSOCIATES e-ee ................................. DALLAS TX ................. eeee ----------------------------------4 L.......... .i \\\N' ————————— ———————— e-ee - _;j;;if iL --- - -_ — =1 F r 11r - ......... V% LIFE SAFETY ..I F-----T ---------------- ........ If ....... L ...... e' L.... ..j L...... r I el It 71v� 1 1 k BCER ENGINEERING INC, L................I .... ........ ... r .......j I I le N� ARVADA, COLORADO ......... ----------- "'T......T ...r.....r', (4! 6) -------------------- - A I I I L I L....... SW2 PROJECT NUMBER, 20941 .00 I SW7 L....4.1 1 1 j L.....j I ...... ........ ---------------- I E n it Ir........if ...... .. ... --------------------- ............................ ISSUE REVISION DATE :t]L.. L... -------------- sw-1 I I u I I I ..1+ 1 IL........JI I I 2 1 1 1 1 it L........................ ..................... L L — -—- —-— -—- —-— L ........... . .. ..............j L... ......... U2 -AL I F---------------T- L ------ &451 I --------------- It It I L.......... le �. " I - 1 449 7/7477 L= r-------------- L ....... It ----------- ................. ... .....................J L..................... ............ %/ �TF 1 r------- —7--r--------- 44;, ........... ------ ----- It Lu E I r LL_9 Fj I It I It I I I I \ VV ...... .... I �?j 11 1 1 11 1 1 1 1 -% VV I it I It I I I I I It It J1 ........ ........ j L J L......... L........ I L .,fill ---- --- I------ te > to VV ----- - ------ - - -- -- ------ 018 REVISION #7A 11 /02/07 6 015 REVISION #6 08/10/07 C. I.P. BEAM 31 .4 3- 3' DOWELS AT MID—DEPTH OF �0 A ------ --- TOPPING SALB PRO\nDED BY FIRST FLOOR LEVEL PREC AST WALL SHEAR FORC; E PLAN 1. 4 w PRECAST MANUF, (TYP.) E THREADED INSERT BY V s PRE—CAST MANUF. TYP. A DOWLES PRO\tqDED BY A PRECAST MANUF. (TYP.) no P C DBL TEE FLANGE NORTH EADED INSERTS AND NOTE: HORIZONTAL, IN—PLANE SHEARS SHOWN FOR PRECAST BASEMENT WALLS ARE UNFACTORED. TRUVt* - �r-, i _� e�� 41 ro 4 NOR 4 ��j A PR02cf KEYP � 040 SAF- Ebulit Coloraol r A 4 4 .................. FIRST FLOOR LEVEL CONNEC11ON BY ok - PRECAST MANUF. PRECAST WALL SHEAR FORCE PLAN A 111<. 4 P/C WALL A6 All 1 A 1 EMBEDb i2A 2 DOWELS 12.0" 1 /2 1 /2 19.0" S2mOOA T11 OIL LL rate, 17 24 26 29 b 99_0 0 si 39513 89 9.5" 0.11V 5 Ots J 69,-lly: 12 aett3w 12 10y2m 129-5" 14!-Om 12 71-4" 10 14!- ov 11 tea4" -3" 12 14'-Om 11 6'-9V 6'-6* 24 -2 of 0.19 1 4 20 Leteezee.1 1 � L H UN ea jLS3oO7 Sim I suffim, ammmb GENE& Cause Ommum 40010, Ou eateate Offlum, CROWD OREED Gamma MONON ORMOD meant dealt T C*4 L RFAR1 4 1 1 aaaa teate aaae' A4 4104 C0 /Lo . . . . . . . 13/P404 . . . . . . . . . . . - - - - - - - - - - - - C) I/ - - - - - - - - - - - - - - - - - - - - . . . . . . . . . . . . . . . . . ..t - - - - - - - - - - - 7 p WALL ELE 2" Top OF P/( CID Lr rate A at 04 LO S3.07 7TOO&CO .0 -1 S/ 7 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - C) 4. _�Zi . ...... - - - - - - FIRST-FWW LVEL TRANIM - PLAM WM m a j 1 9 w SCALE: 'A"-l '-O" A 1) 1 4 A U58 2 2 3 /4 \ 17777777�777I z 4 - - - - - - - - - - - - - - 423 / If, L, -4 - - - - - - 1.00 12 L 12 ,,4" 13' e.2 poopee C� 9 on fie 1 1 PB69 it FIN. FLOOR ELEVATION 0'-0" TO DATUM EL. 8132 � 0 T. O.C.±X'�Y" 2-. -TOP-OF- 7� t T- 4 3. RE& SHEET SO.01 FOR STRUCTURAL NOTES p 11 2p 4. RE* SHEETS S6.01 THRU S6.05 FOR STANDARD CONCRETE DETAILS V) 0 a I I r jwo! 5. REo SHEET S6.06 FOR STANDARD STEEL DETAILS 37 -ion m 0 6. REo SHEET S7.02 FOR CAST IN PLACE COLUMN SCHEDULES 71 1 C`f u Z4 \ 7. RE* .SHEET.SEPJES-SL03-EOR.SLAB-2UNfEM .SHEAR -REINF- SCH DULE _ _�- - - - - - 8. RE: SHEET SERIES S8.01 FOR SHEAR WALL SCHEDULES L 6Q6/ ps- 1 . . . . 5/S3aO7 I Tin 1 PB71 am 9. REo SHEET SERIES S9.01 FOR GIRDER & BEAM SCHEDULES 2p"`Qy2" 6 '9Y2 6-2f 129-5m 14!-6y27 To Od Co �O in./ z *0 L I $. A 7, e�.7 (n 6V �41 balwa rak% C� A cc 1 -/'4 C> 4 1 35 C> C) C> co Oev 00� wart 4 F Li h# 10, CIO 6/83*07 j a A 353 2mi t.2! 4* co m Oda w72 � Oaaataeaeaeaaa` e,aa . ,,aw p aaek - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Z/- - - - - - n I R 2\[R 1 1 00 1 PB8* 351 I `lt -- ----- - - - - - - - - - - -------- G22 4 ji 7 r - - - - - - - - - - - - - Neel -2! tO`ett� Vaaa Lr��, L..a +..J - I - - - I- - _'aa� r 1,-I- aaaea _x Names YU46 NO r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Ode mj7 A4 I LL. �j 7771 A at 04 04 co n C in atee *we at Cb cD at, Z4 qqqppp C> 4z �&7 �05NNB/S10 2 2 1 on 2/S4 a Gal &34 8 1 OWNE"EVELOPE11, ve Go Go IN Oace 4_10 tea 1 PB80 �r A I C*4 6 L . . . . . I V� eate' � � ,,,aaaaaea . . j 4 9 7 1F 81 2 2 - - - - - - eaeon VAM RESORTS t V 34 v � ,0, 4 -1 1 1 I U43 0, 1 1,0 DEVELOPMENT An I I sr:�:� I 1 001 1PB74 B Ir 76 % it I , tj Lr) I. . . . . C) _ _ 4 COMPANY 3 4 ) few goo 0 teal we I I I te" . . . 32 L . . � I 4t AVON C0LORAD0 C . . . . C%4 -�2 4" LL8 eeae . � . . 51� . 1 . 12 . . . . . . . . � Oai 1 /S4*071 23'1 1 13 9.7 12$.On 12 1-5" $aaeon MPO"Oefte, I I U41 O*b A 7 YrS�7 - 4q to lin 1 291 1 Z2\ UND a 1 1 1 r.! I PROPERTY LIN 2'-6* Let IAdO [oil DESIGN ARCE117= NN i�� & OFT -6" 1 1 a I ah Ci I CEO A par AA C4 Z.7 . . . . . . . . . . . . .% . . . . . . . . . . . ip 82 21 0 m . . . . . . . L . . . . . . . . . . . . . 4XI 02 8132 1 a07 n ej AE]> t4 9/S4* n F/i4 -now 42, 1 TG7 z 11TG75 ea A '1 6j Deirviv:4 Colando TOOCCO -o'-i !-/ 4000 PSI .1 6000 , F J1, r4F i - ul t T 4 1 7 c) I L . I 8) . 4 . . . 1115R�fo ARCHr= OFRECORD GLOVER SAUM BODEo INC It 1 _u (0 1040-6"VA 0 Lo 1 .8 A �ddd_ OKLAHOMA arlY, OKLAHOMA 191-7Y2 TO W-8 __ . . . � � ,,aaaO,eaaaaakaaaaaaaaaaaaa 4 tp 71:3)4 u ak #61 % I - _ - I T61 I m A%b K 3 C 1 1 (nM ENGRUM Lo 5 - - - - - -- &A &7 1 1 1 6000 PSI ALPINE ENGDUMCING, INC VA31a, COLORADO reee - - - - - - - - - - - - to � I I I I I n 1PBA127 C) %im THICK (4000 PSI) ... ...... ...at . . . . . �,jj�y I 1 , 1 1 - - - - - - feeall b / 2 \ . . . . . . . . . . . 3 LANDSCAPEARCH]7ECIr CONCRETE SLAB 7A 68=9)7 rat, 9101 `Oata8r I Rod- 1 2 - 10'-0" 1 LdO S E GROUP Let L#I 4 49 1 01 Z14- TOOO BDTT9 BURUNGTON, VERMONT 2 Lo I 0 4/S4e07 elp ii I - - -1 - -4- 64N Q3J3 9 4Y2 L* jil I ON rate 4 ,,, ex rate HAYNES WHALEY AWOMIMS� 04 Co % . . . . . . . . a INC ------- ,,at . . . . . . . . . . . . . . . . teat EXTEND TOP & tK T 0 C. -01-5 VC I��o < Z4 SMUCIURALENGINEMR w t,� TO C& �00-5" _7 . . . . . . . . . . NO . . ...... ...... . LO C) aaaaeatteatm CAP BEAM TO %citt 301 stealm O'Ca 4-l " LON 9 ro THE SIDE OF MIRCHANICAL ELECMCAL 1PB12 O*Cv 1 Ov 16OU L; +1 1 rZ) HICH 0C.-++r - 5 10 lTG80 W/ STD ACI PLUNBING ENGDaM % 4/S4.07 LO I WTO%dO I . � --- AWCONSULTANISINC. Oaaeaaaaaetaka . � ml% . . . . . . . . aaak, ,,e,, � � . .� � aaakaj C> '""" �2 ` 7 - T HK. PROVIDE ADD'L 00 C) Nif 00 r%%% relate 1 17A in as 1 1 DENVER, COLORADO to & A ead- % // A I 5-#1 0 TYPE R um) aaal fie. - - - BARS AT CAP BM. INTMOR DESIGN 'Wate m C) m /5 =7 L 1w a I p PA\ 0 N I Rid- 0. WILSON & ASSOCIATM & N�\NN - _T_ DALLAS, TX ad- eaea .1 L. 3 32 LO co 4z 4z 1 PB1 79 1 T! q 6 0 F 1 7 1 1 19 1 m I p LVE SAFETY to (00 Vaea Tft 303) - - - - - - - - - L a BCERENGDEERINGINC //Z n RAAA 9 - - - - - - - I r 0 - - - - - - - r ARVADA., C0LORADO Oj + 1 - 5 a 7_ 1 A eaeae aaaaa � eaeta CO rate% tes at R, $eeaon 51.0a 1 4Y 61 �6" 15 5" 1\3 10 6 6 1 A T.O.C. C%4 CD 16/S4oO4 2jk\ 1PB 5 GOOMON I PROJECr NUMBEFU 20%1o00 3 te C) 14/84aO4 _Zdm_ - . LO AF 10 7 WP qd- I 1 . 1 L L . mom 11aaa . 41aaaaa b 00 M 1 PB1 89 1 PB1 90 1 p 1 2 PPD - - - - - - - - - - - - TOg E I PB1 A I a MSM REMON DATE r-T.O. L d HIUH v% SW=2 m C*4 606 6 ate Tata* L 1 LOY aeaa�� at efaaaa aaaaai�y i RlOaaa 11PB40 m ea ----- - 0, 7777/� ea 1 -i E3. .......... 'Oee �4 t I B `EE* 8 Vi- - - - - - TFffl7T w - - - - T 71 wtat aej 1� eal to, *Y0 a,,, aw, L . .V � aaaaaaaaaalaaaeaaaaaaaae ,,Oaal 0 1 . . � Oaaakaaakaaaaeekal 31 eeta� 0\ p Go 17 10 4e07 17 1) 4 n2v 13'-4V aide RFAR1 8 01 rate rate, C1 C to 1 It WED BY 4 q D I we f. C sel I swmi i rate L-5 etton (n cz I I m "00 04 M . M _Ts ace CY) n q4- 4 gt (gi 9 se ea C" C6 ftb re4aa tatb 3 1uuj Otte D24 .1 9 I LUW 9/54.Ul >6 I I ,� I Too ce 1 110" rO% I T n 11-1 1-1 0 HI da mr . . ±11 C: la1 0:C Do ' :-5" LLI(LH SAFEbuilt Colorado - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 6 i/S4.060 193- r%%a L2+ m 1 PE3 4 c) J C� A _8+1� 1. aaaaaaaa,, 149-7)6" 141-6y27 AS #39 06/13/08 - - - - - - 4M Z7 3 TOO -1 - 0 low +--.N TO W O-C I 4 ep - 5/S407 I I I I T.04C +20 7" HIGH I GH =7 ea ToOoC 42 '-7m I alit I CD 018 MEMON #7A 11/02107 CD- - - - - - - - - - - - - -- - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - C3 1 PB89 If I rp I I m 01, m � va CL I Hat IN ad- 1 Bel 01 -T.O.Cq +10-5" LIM CO evaaa F � Oaaaaai T606C +21-7" F IGH 6 frawl 1 29 /7\017 REVMON #7 10/19/07 #6 08/10/07 1 6 015 REVISION 1�6 41 A5 B14 REV]MON #5 05/04/07 Ireat a . . . Sira,, aaaaj al I f A 013 PtEMON #4 04/12/07 . 1PB1174 Let 1 PB98 7 \ .a. ael - - - - - -- - - - P f z --+P B L !i j Otte aaeaa I ;;t`j "eareta'aaaa r eaOaaeate' 1 009 PERMrrSET 11/17/06 7 Ln Ll CD Zu rr:+L 1 - 591 J5 /_LV02 +2 : I FAMS m 1 0 6w 1 6n SIC NO AL ateatteek aaaaaa 4 Z6\ 1p 1PB19 �7r I VOOC* I . . . ) 96 1 1 I I I QL 1 4 %1% 1 1 0, 7- - qzw) r LL. 77 c2m 7, Vaaa a m I I I W I B U BNNNA IF I I -4 12/84*01 r qr teeteae . �q . . . . . . . . I I _T 14 ,ae, . . . . . . . r aeee� (in OOQ 1-5" LOW Z.b..\ I � F -S - - .t I - - ONOta I To +2' 4Waaa 00 a ea Oda 1PB96 1061 5 13. 11POaa r%%* 6 r 11 I HIGH 7 3 4 ::1-A 4pffu)4=T =4- dell `7 LF 11 PE11 0 L A A6 F � 0 NO elate T- w - -T- 4 P& 0 4_4 H&_ I Ole Cu V/ C%4 T*% atelp NO U\ I C14 T T �ea 28 It �v I I i Low OL T T OaC* -0' 5 #00co C waO, - - -1 - _ A � _ I T Oct O'_0_ I te < / T.OoCm +2' 7" HIGH PROJECT KEYPLO to 1 LT606co -01-1 0 1 r .... ... . .... 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I ON,,,,,,, I e // IV � I ," its I - NNNNl _1 - I 2--IY2 1 4 1 IN. . 0*0 �k$ a IloOO, LW- . 2 ADDED DIMENSIONS VONNO, Od"' 9.50 , I - I .6 'NoR - I I ON I e. 27 1 Alt '00 -9, NNONNN I oir........ < 1 NN71 a 'NN-NNNNNN, 13'-4)!F V ,- I I / 9. 00 I \ � - � � � "" loo"' ADDED SECTION MARKS I r4 I I -1 _NNNN,NZ /�_ -2m L 10 ' ...... ..,.......,...l........N , 1 A .,j§ T7 _...... 47 NNNNN .,....................., � \\No, I I cq 1 R" 1 91NONNO I � z L . N,NN ,Ii I LTNN W it in LOW NIONNO ;26 � � , � � , � � 1 . UPDATED GRID LABELS S2m03 11 IS I I 0 (11, ) 42 0 4 � _ NNNNN_NNNNNNNNl_NN , � 02 (0 66 97 69 70 1 . ) 0 0 \ \""""`%NNNNNNNNNNNNNN - B TsO*C6 +2 7 HIGH I 4 - ( 0 No 4) 16 4 6 \ \ � _ _ __ _ _ - . I I ZL � pro) to I I H . � � t / jt� I I ri�/, I ll� I ,em) n A I "�:' 7t -_ , , , I , I I I I , I 9 __;_� ) I , ",ot........ Top _1p � I i I I IlL i I I RE 4) � - III I t�_F it __ - +826 0---*N _j i - ror) j I 1, i I . VON A- __ I . - i jl_� 1 "" 4 oe"I"'o ;( I I _ I I , I =1 I 1 7 1 . 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U. _T_ G DINIZ L25K BHHNN9 logo I I I I I I I I GLOVER SMI[TH BODE, INC 4 0, RN OKLAHOMA CrIY,, OKLAHOMA �ja _ ;;o;NK46IM4 w4- R110 ....=lz 79t.Z2 L If - I _�Z- I a KK I A7 V4" 2 Iz I C) ........... CF#IM ENGINEER ,,:10 8m2p 81hm 1---LP4 --q LL 1bK 12" :1 k CN ....... U. ORO n I KK z I AU?1NE, ENGINEERING W15� TW��6 11 C446 I It INC If I I "I BLLNR8 to 1 4 C46! ---- mm VAn. zt . COLORADO 5t PROPERTY UNE 441 NN - - --- --- -- ilt - If I LEVI 3/am pp LANDSCAPE ARCHrrECr It Z± Q I� Z 9 9 1 1 1 111111111 A I.. IL ... ...... .. .... .. S E GROUP I LO 1 41 . t$ . .. i a a ro QQ gt�p 77: 91 - a BURUNGTONVERNMONT 2 lk,� [NON q1t - 1. a BRRNN5 Z�5 I a q* - t__ 18K/F 3 RF0 44" g 2�1 r N!R11 =9 z=A 511111111 CN Q!z!zN 1 11 1 - ------ RR 4 ;9 1 %Y4 lm� I I IL 1 1 7� --- ----- t I 1 4 SIRUCTURAL ENGINEM *4 "It- FIN L t HATNOWHA= ASSOCIAM 04 ®RRIN! 4 1 - 4- HOUSTONTEXAS ILr/. 18K/F 4;Y4j111 co m2p JV4 L ......... It I I TT A as 8% :9t ss uj ;V ;V :9! i t BTTNN7 x----- ---- --- - -—-—-— —-—-—-—- r39 77+1 - LOMAM; 1 ..-1 t____ U 4 _ 'Nott 4 1 Z4 ......... al a R IRF 4- NOW %* " MECHANICAL EIEcnuCAL 4 4 k a a a Ar-1 TT* 9 to r o 9z ;V Wd- - Z� 2� III 5T-k-j I PLUNBINGENGINEER . 8h 20K/F 811 9 -Mftk%l a - I W4- R W�� IN) -\ N� 1 0.,,` 4 AN WNSUTANn INC ! 6;Y4n SO, a L _j_ �IR Ire a -—- -—-—-—-— am* ... .. 0 a a 61hp 811 8% _39 ---4- CN — m -A� It INTERIORDRSIGN C) I 10? ft i-- a a a%Y4 A -4 xx 16K F 4% 1 13Y40 3% + L J DAIIAS,, TX ...mr uz, A nA C-4 Lf - ...... ...... .. ... LIFE SAFETY BCER ENGINEERING INC 4-- --- --- ----- ------4- cs! 16K I T 1.61* 104" ...... 15 Rd- Tit 44 394 c%j ARVADA, COLORADO DY4 I L!E-I =_* BAAAR, 2 1 Net / 6 Go IP, If wt -9 9 - I I cc 5 zim2� 811"ll r I 5 .67�1 4%Y489T m I ZY2 I to I Go Z4 *f %4 1 !:0 1 i�; I to 4,r V4" /F i4 I - T I m SLA I 16KLF 2 04 R t 81h* w4t 4 in 3 ! TEMP. REIN PROJECr NUMBER:a W94loOO 18 ___/--------- a E 14 1 7r. I`bLAb 1LMF. , KL1Nt . 1 " 1 1 1 1 a u 11 NO. All 20K/F y4m Is In III FIN It It B 1 .0 Ott, GGG,, 2 uq1* 8W r bY2 8 4;Y4 1 � 710 1 3 1 KZ# ; 11 w. , 4-YZO TEN ONS mm. 'Nor. 0? it 8 TYP. AT 8" Ko ;771 _P17 it oil EsAYS,p q1d_ 4 GGG& 9 LUA. co 4 4- st ,31 .4 ------- a . . Not 5M2 IF 2;y4n _w 9 - 5Y47 -4 3 5 t 4 k 20 1 1 T;Y I T ' I Not ...... L41 _411�7- 2 1 in) I t 4 4 A A J_ :37J ----- -- BNNNA Zen _j REVIEWED BY LO if ulft 4NNNN8 T. of C-4 I co IF he V Frrn p n innn 8 CRI 1 Luuj /F4.Y,t 5 ...... I LU t:� 0 14 '*4 r p In 4-P 21hm 641" 'T NOR -------- BQQQNN4 AFEbuft Colorado 7 LL. L 11 1 ALud QSLriY__�- BSSS. 3 I AS #39 06/13/08 ca 0+ 6 Nip) 44"r cot 7771 018 REMON #7A 11/02/07 2 15. 1 1 1 1 1 1 1 ,& — I --+ Go I I I I 3SSS,, 4 ni fit \017 REVMON #7 10/19/07 n I rN% 4 co 4ROPE , TY U4E op ROPERTY U E A6015 REMON #6 08/10/07 j &014 R11MON #5 05/04/97 Ij Ij J 013 REVISION #4 04/12/07 1 2 9 10 14 15 19 20 22 23 New 27 oo co 42 mt 4'�': Lo 62 65 0 r%%N r%% W9 PERMIITSET 11/17/06 ff) 6 (0 Lu M m m m m 0 0 A --- ------- :21 - 1 111r . 1.11_ V FIRIST FLOOR L L ' OS 'log " NSIONELD REINF" MEMEN' SCALE: Mlim-4—O" PROJECT KEYPUN PLAN NOES: 1 . RE: SHEET S2.04 FOR SLAB THICKNESS AND CONCRETE COMPRESSIVE STRENGTH. FIRST FLOOR LEVEL 29 P/T TENDONS SHALL EXIT AT CENTERED OF THE PERIMETER SLAB U.N.O. POSTNNNNNNNNN� TENSIONED 3 '0480KO DENOTES P/T EFFECTIVE FORCE IN KIPS. REINFORCEMENT 4a "16K/F" DENOTES P/T EFFECTIVE FORCE IN KIPS PER FOOT. 56 08 1 /21' DENOTES HEIGHT OF TENDON C.G.S. MEASURED FROM BOTTOM OF SLAB. 6. RENR SHEET S6.04 FOR POST�TENSIONED DETAILS AND ADDITIONAL NOTES. 2 0 43 (44*1 i N/f If 0 OSP&DO 11 i LOW rmi 9 .0 , I14 - B)x15' 5 IS C" r 77 c I 395 1 13 coo m 2 x f rA v46 0- — - — - — - — - - — - — - — - — - — - 4- - — - — - — - — - — - 1 2 f(B 'I L x UFFFFFU 2 C)Q95 366 1 1 I m Lo co A C4 x m m MATM 1 (9 I a T T (3644 IFC) -I I I- I I ................ I...— - — - — - — - — - — - — - — - — - — - — - — - - — - — - — - -- - — - — - — - — - — - — - -- - — - — - — - — — - — - — - CII C>a - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — — - - — - — - — - — - — - — - — - — - — - — - — - — - — - — - —7Z a m C)a oil........... m — C)2C)13.�a L - - - IU I% V\ %I ' \Z��3-#5(13) 48' 0 m_lC I 00 3 " I I, I III U5 9 co 41m I'MOM U58 MILD REINFORCEMENT PLACEMENT NOTES I— - — - — - — - — - — - — - — - — - I-VNLIH1ERWISE 14OMD,-ALL 13ARS-SHALL-BE-=ALL Almly - — - - - — - — - — - — - — - — -- - — - — - — - — - — - — - — - — - UM_N7 23 LO- - — - — - — - — - — -AN_DP E kCED 9 T H IN- STRIP S 14011_CAM 3M UNLESS OTHERWISE NOTED, BARS SHALL BE CENTERE 69-5"20 (1) AND w(B)" DENOTE TOP AND BOTTOM BARS, RESPEC "I'VELY.T THE COOT COLUMNS. 7 cn 0�4_4. PROVIDE 900 STANDARD HOOKS AT DISCONTINUOUS ENDS A INDICATED, C3 I eI - I - IF 5* BAR PLACEMENT SEQUENCE: C> c A. NORTH-SOUTH BOTTOM BARS #4(B' 1x24'O"@2eO.C.B. EAST-WEST BOTTOM BARS )x8 on III a IC)I- — - — - — - — - — - - I-NMTH--30UW-MP-BARS7 - — - — - — - — - — - — - — - ;> (LA)— - — - — - D. EAST-WEST BOTTOM BARS m 0 C>It It 0 MAINTAIN V4" TOP AND BOTTOM CLEAR CONCRETE COVERS. it C) a 01 III C�x 6. REBAR IN ONEFFOWAY SLAB (BEAM AREA) ARE SHOWN IN TYP CAL AREA I m 0 a- — - — - — - — - L4(B)xl 8 IIII 0806CO a c%4 CI _ _7 - A I I w_M% -ONtYTOR x- — - — - — - -APPLIEDlN-`CbWTY.-SP`ECF0-REBARS-WI I -BE 4/- — - — - — — - — - — - IDENTICAt C NDMONS.-- — - — - — - — - — - — - U5 4 M14-I LONG AND SHORT BOTTOM REBARS IN ONE�WAY SLAB (BEA AREA), MO m Z/ // cn�SHALL BE ALTERNATED WITH EQUAL SPACING. po I 353 x- — - — - — - - - — - — - - — - — -7 n ny— - — - — - — - — - — - — - — - — - I - — - — - — - — — - — - — - -8* UNLESS OTHERWISE NOTED, ALL TOP BARS IN ONEFOI (BEAM AREA) SHALL BE CENTERED AND PLACED AS INDICATED. III9-9 QgI—E-W�A=YS 6 BE I WREE A) 77— - — - — - — IF mmi- — - — - — - — - — - — - — - — - — - — - — - 9 UNLESS 61REOUSE Nb%D ALIOM BAFFS IN- — - — - — - — - — - — - — - — - -SHALL -BE-CENTERED -ATMfDSPAW BETWEEN-GLEARANST OF-SUPPORTS - 9 3 AS INDICATED. \ 24I.O./I U4 6 6x CWNER/DEVELOFER I � It A ci 6 co co m !'t x 8'O" L I M �i a VAIIL RESORTS 1 (3480 1 1 1 M44- 1 OF, I ca m qsz %Mop c� I ;= ci. . . OFF . . . . . . . . . . . . OF! C5 CO4#4(B)x24'O0@12"OoC* F mh M ' 4 9 DEVELOPM= I x 3T AAA...4 L c 0 MOM . . . . . . . . . . . . M t, m 6 - cri CD - — - — - — - — - — - — - — - — - — - — - — - - — - — - — - — - — - — - — - — . . . . . . a CONPANY 1.0" _R V 347 1 5 P 6 C.3 B)x48 AVON COIA)RADO U )X0 X0 o"IFN42 0 L. 4 - - - - -M co t I M C):K)KJ cm) Rid- . . . . . MI IC3 %,Fob DESIGN ARC11rrECr z (L41) CI C2 0 0q) a x L= 0 MI Q m l- — - — - — - — - — - — - - — - — - — _ - — - — - — -I— - — - — - — :; 'x c5l I Im ,00 2 Z;v MIMI C) m r. X ,m M III, 1 4 40 II.Ow . . . . . . . . . . . . . . . . . . . . . . . . . . . MMMMI L. . OFF. . . . . Denver, Cok=&14(B)x8 III C.) r a CD co \7 0\7 : \7 `7 C5 x L. . t a . 'r . I k � ARCIU= OF PtECORD m 00 XC3 x GIIOVER SNM BODE,, INC ' U38 x p m m m OKLAHOMA CITY,, OKLAHOMA pI . . . . . . . . . . . . . . . . . . . . . . . . .- — - — — - — - — - - — - — - — - — - — - IC> C> L CIVIL ENGINEER > 1 L4(B)x2O'___O"@1 OMOOCO . . . . . . . . . MMI . . . . . . . . . . . . . C5 FALIPM ENGINEERING, INC x x "I COIA)RADO M m C) to t m It. I L 40-6" 52-3" & III CD C x C3 x CS #4(B)x9 -0 IANDSCAPEARCHffECr I 1 7 – — – — – — – - - — – — – – — - — – — – — –)xl on (,339 L. BURLINGTON, VERMONT Ij4 FB - - IS E GROUP - — — - — - — - — - — - — - — - — - - - - - - - - 612 O.C. mooce - - - - - - - - -#4(8)xl 8'-O*@24 9 on I111-3-45 B X22 SMUCTURAL ENGINEER 3033 * HAYNES WHALEY &%OMTR%#4( I)x3O'-04@1 2"O.C. aft I co I 0 1 x INC cq 0 x C) Lo mb - I I HOUSTON, TEKAS 331 cz) M M IED 4 I . . . . . . . . . . . OF . . . . . . . .IIMEXHANICAL EmcnuCAL -4 — - — - — - --- I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - IF " - - - - - - - - - - - - - - " L . . .4 Oft 7#5(B)x2o 4-crN d PIMUNIBING ENGINEER INC C5 a C.) Co . 0 0 1 1 � _ . _ - i- - - I 0 to IF x p #4(B)x2O 2 M C3 C> C> It c� '"4_112bm & .. INTERIORDESIGN a 4012*0*Co C) . . . . . . WILSON & A&%=TM U U awl I 04 Go I :3mcf. C3 x Do . . . . . . . . . . . . . . . x 0 0 x DALLA% TX it a x x 1I I.on.on#4(B)x2l C)I m m AA m @24"O. Co 2-#5 III C.) U III (11) IMIFE SAFETY x d x X8, 0 A d BCER ENGINEERING INC MCI 8 . . . . . . MOM . . . . . . . . . .m 0 326 0 8 IlJF 32 Luuj ARVADMA, COLORADO m)- — - — - — - - — - — - - 3 #50B x35 - — - — - — - - — - — - — -(34'I I — - — - — - — — - — - —I 4� dyc . . .....RAAA 9 - — - — - — - II4 - — - — - — - — - — - — - — - — - — -LOF 111-6* 1 1 PROJECT NUMBEEL 2O%1o0O T TOM "' I"" "'T "I C.) CAD .x x 274/5(B)-\ cs C5 x C5 LLJ C.5 kri t m m m IIIII3-f iLi 2MMI t ISSUE REVISION DATE a X8 1.0 I I qt w 8 c> L WP *C4p ON / OF 1" #5(B)x2 O"012"OsCJ I QPD a C) cc Ii r "i 0 C2 5 IIIISM 1 F m c 00 _ mplmi k U.; d.A 2I A I 0 0 1 1 1MLj 7— 3-#5(B)x35 CM4 III B 4',I Lo 2 Go MFF Ic", I - ....=x I x B W I m m B mEE* 8 IT III 101 "Oo Im x REVIEWED BY I3- m I Jul Ci#5(B)x44 .0 IISM NC)1 I I 1:1:p qnna to I co C)cq At w 21#5 3)1 b 7 - 2#5(B 1 2-#5 I x N C.3 C.3 X8 U co X15 IMI C64 tq_ N4 IL Iae Fir.,IIF......I AS #39 06/13/08 L MI 511,Not 4—If2jB)X18FM Dm@24"OoC* T I 3-#5(B)x4O 40.0 12!0-,r., -1H 77W)L m B 8 .6 I-4 -0 . . . . . . . . . . . . .co all.... 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" ,,, 1, I I � `� %, 11 1,11 f� I -,-- 11._� III. : AILD REINFORCEMENT P ACEMENT NOTES I / / / 00� 0� I I \ \ \% \ fIN, ��`Nfff`f NP, I CC - � I I Iff"N"N'.......f -, C"', I I � i \ %'If �_, ,-,I,,-- __11 ,C �Z _`_ CC I IN, 11� '_,� 1_�PN, I I / / < k2b :D/I \ \ " -_ I IN,_N_ 'N"Iff"'.......... I / < / / 0 00� 410I wl� � \ I I -11 , `f� 111,11I , f_"N1NN,,f, ,ef.1C,IN,_I PCf '11Z f'. I _C%NV _ � I i 1 . UNLESS Cmfl 1� I I"IN 11, ' I- _"I"`__, , ,`N1111 ",II �`Nffff`bf.f N, `__`C`_,�.� I _`NI_1%`.1 I I I I ! / `CCC. "_NN `1_ ._____._L__1_,,,,C,,eNC` Irl - 1, - N% � I _� P , I I I I � P AND PLACED I WITHIN COLUMN STRIP AS INDICATED. �,(A \ 60e \ � % NN _, I P'NI - ED, ALL BA S SHALL BE EQUALLY SPACE \ 'I 1 RWISE NOTE / Ir T I A �\ ,W,,� ,, , i P �', � , ,,,� .,_ I � F004 c I \ I 10,0I 1, ,I- � � C,,C- I,f, IN I 11 f IN.. " I I \ .� I A -I,._ : I _ ,,_ ,� 1 4 1 -N%I,%NN_% 11 I - L � � � I "If I I _,� _ � I I � / �� \( '267\1 11 N, 'IfI -1 I �� % / I _%f,_"_ P P I I I . � ,` \ �,,� `_f1 I I I i I NLf NNNII <! I � " (T Llo / I N__ I � 1 21 I) s A D "(B)" DENOTE TOP AN BOTTOM BARS, RESPECTIVE, �/ / \ �� , \ i I PN_,_I1____,J - _r%eaCCC,PNC,,efe` IN I N`bI `N`NNII.N...., � I - i -I C C I ""Iff"'.....N..... I I I I I \ , \ (2k) 1 -_ f4f. _N`N.b I NN.. NN.. I I I ��- \ \ I 11 :,.�" 6 V \, I I \ \ , it �3 \ � I .Iff �`Nffff.ff ! 3. UNLESS THERWISE NOTED, BARS SHALL BE CENTERED ABOUl / / � � % \ \ \ I � I �4f. � I <! V) 0 j I \ � I I ....., r N C , \ � % � I COLUMNS. / /I ,,, ACI \\ \ \ % \ \ \\ i ".."If ..N,4 N� "N"Iff kl%w) 164 , ', I I I )a ' / 1, I I \ .P'I �s \ ��\ I I `N, NNN. I 1 4 c) 4, PROVIDE I , STANDARD HOOKS AT ISCONITINUOUS ENDS, AS INDCATED. / I C/ -CrIl" \ \ \ I \ I \ \ 1 \ ,III ,,,...............N.Is I I � NbII. I I I , i I / 1/1"CI,11 \ ev \1 � \ � \ \\ � \ I .I.N.......'fIff I I I I "Nf� , u � I I \ \ I I i 4 / . I i 5, BAR PLA EM NT SEQUENCE, ,C I I \ .I.o�� !I 1� "'I 'If. / / /C 11 "" Cl/f/I \ \ \ IN, \ \ I .. � � ...l I "'I"If NfIb. I +NN.......... � � � I j N U In I I IN 14 I I r� "I. I � I in? I I ! � I I � : " I I I r- . . � � � - I w I ar_o� ! I / I , 1, \ � I \ `," � � � � ri_�_ � - — - - - — - — I I I � , I � _ _ " " �_ \ 41INNI : I �� d I � A. NORTH -S UTH BOTTOM BARS I / I / NjC \ 000 \ . . ��. 1111 . � / I I - . - \ - — - - — \ \ � . I � � 11 I I - r- I I F 444 � � I Fmall z I - Iff -EA-9- . - — - — - — - 7� � i - I I ; . . __ ,-r . � � . . I - _ _ _ �� - — � — - - - — - — - --(A) : '� �Nt � I P /1 I - - ) r� :1f: * � � or I I I , �� 'f'. ""Iff � 11 i - 0 / \ � I I I I �j � - — - k- - — - --t If — - / 7z-- - — - — , A,f4 _V >� - - — - — - - � . . "'N"""'Iff I I I -Nf� - � TOP BARS � A � . � — r N C. NORTH S ITTH I � z . /` \ \ I I - � . . . . . J I - I cj , 1271 ) - I [ +i - - - - T w ldoom�� I / I - -1 / 5 1 � 4 r � 0 N � `. I `. i D EAST-7 T I I / I �,_ 11 ZL k,� 'I 9 I I \ \ I � \ i 11 43 * �,� I � I�� m I I AOMV& I , I IIIII C N, / I C ," -1 � F I I \ I I 11 C) 11 "I"'Iff'N....N..... � I i , � � I a I ..... : � I I TOP AND BOTTO / - � ,�I fl, Newrf ," , C', - % I \ I cp co I I I `N`N � � P . I / - / f,I C, ," ,IP, P"C' ,� 05 ' �� I \ I, -6§\ , I I st P. I a a It I � . I � , I : ff"111 IVI V� L * ; I / , 1 � N�m"," qIr � \ \ \ ,NNINN` 441 1 1 .,. 't I 1 =4 1 Ny It /,_ ;I 11 CC � I I V � I �.N.N`N""" r \/ ib\ , I I I I ! Q \ AAINTAI 4 M CL AR CONCRETE COVERS, / I / / -, P, I _� f.,C, \ \ \\ \1 � I _� ,I �%�� I I .��/ C) 01 CD C) I 5 ff'. �Nfff..,...... I !; W InEmmmill I � - / / 1,I _1/ X CON ' �� V4- C3 cl 0 co C3 " 0 I I . 2 `II. Iff. 1 limmumad " 6* REBAR IN E-WAY SLAB (BEAM APEA) ARE SHOWN IN TYPICAL I REA I / � 'I wCON e2&T, I I I I \ I ml " I " I ftl C) I I ff. mi i I I / I,I I /N# (6) \ \ � ., I I c� q I I I I I C/) � I � � � 0 ARITY. SPECIFIED REBA S SHALL BE APPLIED IN TYPICAL \ m I ww_'1 c I I I I I I ONLY FO C I w * \ I x x (::) x x 0 m " 1N..._ f .......NN.L I I \ /: / %,- Cj "`/@18" PC 6 � C5 � 40pwo%� f " / I/ � I � � � -1 � -1 � . � I I � I I I- / � . � \ I �o,IN m M ,It. M M I I PI , , 1 W40 x i x IDENTICAL' NDITIONS* I / //� \ I (93 R4- 1 1 1 If_ I ,� � � V � I I � / / 11 I , I � � �, I P/ � I � 9 qqt qd- 9 I I Y� m ! I I I \ I I qqd- *aq r � I , I / ,� I C7f /I Z f I I I t* =ft: I 1ft 9 1ft � "'N"I"'.....N.., 7� LONG AND S ORT BOTTOM REBARS N B (BEAM AR A)v / / 11, 11 14 N, "C __1 1. 0" I I I I s .44- `. � (f)-- \ \ / ,C11 "'C', ,r I ,III,1/1 #4(B)x7 \ - I I � " �A \ � I I ;t "fr. I I I I I IIII. I I � immmaii ! 0 / /I /I ,� . I 6 11 I / � I I C..) m I I I I I I i I V/ I .1 PC 41� * \ \ 03 \ SHALL BE A�. RNATED WITH EQUAL , SPACING. / / I / I I,f 'N/ /I/ I @12"OoCo \ A *� F I C) \ I ml I I I I I 11 � 1 _fNC� , I �� ! I I / Z _ IP ,` P/ "I _`C1V I . aw I I P I � 1 -1 fl I . . ... . . . . . . . . . . . .71 Iff.I � i I I Go V,1�, ,7- -1 � - �- _� IPI � 1, " I , , I , � - I � . 1.7 � L � J - 1-1 ____ f I I . , I . ......C, _ _ _ _ _ _ � _ _ _ _ ff _ - \ - I _e I . . � . . - 1p�� SHALL BE INDICATED, I / P ," I I — If 'I -, ' . ...:-.=-=L.- - - =----I I-- I r- / -, I - _ _ _ _ _ / r I /,NNNf - - - - - - - - - Iff - - C I , 0 x I I m , - 1 - I - , � �� I / /11 IN f- I I 1 P, / 11 � 0 k26 CD� I I . . I - �f ", _ ,NN_ / I JC I / I I I � CIP CC, L I I u \ 8. UNLESS TH RWISE NOTED, ALL TO BARS IN ONE-WAY S B1 AM AREAL / f, / " � /N/ / = � I _�l � � — - — _____ \ - � -LAU __ - _ _ _ _ _ _Z_ _ - � - � - I I ,e PIP - -4 - - - �F 1 40 C) � I 5 A4 \\ - _ _ _ _ _ I . — - If I � ::::::: - I / ?If / J I .1 IN 11 L I I .0" � I I I I s - — - I a = � CC IN ", ,I 11 ��, � - - - .j I m m CD C=) -\ \ / I 11 C " I � 00 I 1 4 � 434 1 1 1 1 P I t 4 " I Q) \ 9. UNLESS OTH,, ROSE NOTED, ALL BOtOM BARS IN ONE-WAY SLA.1 (BEAM AREA), / / I , I // / NIZ, (13)0',T,�b I X 5 I d —0"@20"OoC, —7 &# I , I I 1 2 -89 1 1 E / I "Cr �I IN' , _ #4 . . . . . 7 1 1 1 j4(B)x16' . . ...'� . . � � .i � I I (C88 � u . -6 SHALL B C NTERED AT MIDSPAN ETWEEN CLEAR DISTANCE ' SUPPORTS / //NNN, 'I � I I I , I V_ co CD - I -I I I Ir _/ / ; � I � 'P , , i r C3 of� F'.) \ / / 11 I I . @12"04co 1 m i I I I I r - DY x / I / � 'I , I 1� I � M % I �*N I I 0 1 / I .P11 ", / III / I f I . I ii j ml , J I I I - � to I 0 I I OWNER/DEVELOPER r / C,r , I - 11 / 11 I V-11 I\ 1711, .0 C.� m I �� to -Nd- � I �� \ / I -, I INI_. I "I _N I" I'_ I 1 . e. - \ m I N, � AS INDIC TE I I _ _ CC I INC— f & I �� / 66 f III , - CN � I ' I I It x 0 :4x 6 11 %%�4 / Pk 11 , : I It � cj /0�� \ \ I I ' / I f, f 1, � Z: I I I I #4(B)x21 '-0"012"O. C. I I � , ,I 1 04- 5 Z* wl I — - i % \ s Zft I 11 ., � I 0 32 I - /I N� I 11 .- N� x I I I / / "/ CC If I C a I " " I N � � i=) eb I I I I 1 4 1 I"' I C I 1; I I I T f I I ;N P , u r 16 / I I . � - ---i . . .. I : 1, 1 / IN / CC � I I . I 14CB4 It. I � 1 C3 , L. VAIL RESORTS \ I / /I " 7 OX L co I =ft 1 r C;1P I � j � I m I � -0 z� I`N�If P. ,I If 9.0" , I T � I - 7 _=U_�_,�, � _ _ _ / IC' '. f I � - f , I � � I � 40 ft IC1;P ,` -1 I � Pf m I I I I C I - f n 0 1 L- "fC , \ � ; � Cisco , qd- . . . . . 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E I \ I I I I i I I W I I ,;Z I w �.k I r \ I I .z ;9 ;t ;9 "41- , , ' I — r \ I I I I I I I I I I I I I I I I I I I I I \\ I , I 1..,Nf j I L', � I I I I I I I i .III i \ I � � I I � I I I � � 1� A2 I \__@ I I I I I I � ADDED GRID LABELS � I I I r 19 20 22 23 215 25 00 27 co 28 co 31 U1 38 n qt r qqd- V) 48 1 S2m05m2 I 0 3 1 � 0 . � 0 1 , r 1 4 1 wwm�% � 44 1) _ NNN I �� , I rT I I I I I I i I I I I i I I i PrIN......"Iff"f N,.,N%,,j � C, I 11mmmq 6 1 LO r�� 0) qqq- 0 4 N r�� r%�% I " � i I N n I q1t wrt %IQ- I I I , N qqt I � On I m_ m m m_ m I I I � I I r _ _ __ __ I I � ____ - - _ _ - - - - - __ - - _ _ _ __ _ __ ___ ___ _ _ _ - - ____ _ __ - - - - - __ - � I � I I � I I I I I I I r - I I I I r r A iar%DO s goo Re 2 yI% r 004 2"O*C* S I I L11x8 00, a me _94 'I. 3� T)X ON 39S13 CD X15 6 �2 `;3 .08 rOOR, 3E(1)x4;s ov� IN V #� I.ob 4pat 7009 8 0(nx4l) w - cn� C _�z OtIt"Itt I I C! M1 / % �%x 0 a LOROOR MOROI IVA I ROOM - — - — - — - — - — - — - — - I GO a a I L Z4 CID V6 5 It x C) a 1= NOVO C) C) OR 1 9 111, 1 1 1 OR I CD I CD Go cql I Cq x 164 X1 MATCH UNEPeA I ORION` ERROR & almost ROOM T J� OWNER amount must ORROOR R%..00 - IT 4 WOR ACID 6-g(nxJ4 9.0" 1 6 15(nX24 I 1 4 �I� leeIi 2 — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - ON x C) #5(T)x12 r I 1 0, 012"OoCa 1 00 00 It 1 -4 C x NOVI Ln — — — — — — L0 qu p WORD 71 - —4. . . . - - — — — — L — — — — — — — — — — — — — — — — — — — - - — — — — - - — — — — — — — ORROOR a I )X /X / X, 11� _7z__ -I4_ I _k7 X OR C C.) x 011 358 cn� 11 E(jjX38p-0 00 bo - — - — - — — - — - — - *x - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - 0 L0 I .00 MILD REINFORCEMENT PLACEMENT NOTES 10 awl 5(C) C04 �MMM=04 1)x1-6 ____ _ "X Cq 01 8RR0*C* 10 UNLESS OTHERWISE NOTED, ALL BARS SHALL BE EQUALLY SPAIDED tp x 0 IT -T AND PLACED WITHIN COLUMN STRIPS AS INDICATED. IT 104 — — — — — — — — — — — — — — — — — — — — — — — — - - — — — — — — — t 26 (T) AND "(B)" DENOTE TOP AND BOTTOM BARS, RESPECT LYR 0 rOft, u 3. UNLESS 01IHERWISE NOTED, BARS SHAI I BE CENTERED ABOUT E N U U5 6 CID imq z COLUMNS. 3 #5(TI TYPICAL COLUMN STTI '1 6-12 x28 -0 4. PROVIDE 900 STANDARD HOOKS AT DISCONTINUOUS ENDS, AS 1jq!C Do r DWA-SLAB- a R A)g — - — - — - FA-CAOF COLUMN 01 5. BAR PLACEMENT SEQUENCE: �s x I A. NORTH-SOUTH BOTTOM BARS 355 B. EAST-WEST BOTTOM BARS - . . I- a LO I C. NORTH�SOUTH TOP BARS zy all III on - 8J5(T)x16 __D0 _EAsT__WEST HO I I OM BARS— OEM&-- - — - — - — - — - — - — - — - — - — - — ............. - — - — - — - ...... L4 MAINTAIN N" TOP AND BOTTOM CLEAR CONCRETE COVERS, 6. REBAR IN ONE-WAY SLAB (BEAM AREA) ARE SHOWN IN TYPIC AREA - - - - - - - . . . . . . . . . . . . . . . . . . . . . 4 r ONLY FOR CLARITY. SPECIFIED REBARS SHALL BE APPLIED IN MICAL - - — - — - o - Cq cc IDEN11CAL CONDITIONS. x 7 -WAY CD 7. LONG AND SHORT BOTTOM REBARS IN ONE SLAB (BEAM REA), I 1 351 tttV� "_+ --SFIA= -ALTERNATED `MTIE__SPAC1W I- r I - - - t - — - — - — - --T C) U - — - — - — - — - — - — - — - — - — - — - 8, UNLESS OTHERWISE NOTED, ALL TOP BARS IN ONE-WAY 'g-LATBBEAM AREAY� #5(T)x24'-, OICR I (� — r 124 U46 I CS :)VNER/DEVELOPER. q IF SHALL BE CENTERED AND PLACED AS INDICATED. 7P71. 1Z I WAY S Old- 9. UNLESS OTHERWISE NOTED, ALL BOTTOM BARS IN ONE- B (BEAM AR6), x xd VAM RESORTS SHALL BE CENTERED AT MIDSPAN BETWEEN CLEAR DISTANCE SUP!9R1`S C) mt,� j L . . . . . . . . . . . . 2 AS INDICATED. Z d__ CD 4 9 �a a Ci DEVELOPMENT Cq I (TI F.0 347 x 0 COMPANY Co . . . . . . -4 j I :E C) AVI COLORADO POOR 03 x 1 C*4 x C5 OORROOO I �D4 1= C) C) %.�o 00 a I I ORI IOR C) Ok wm OR C) CID CZ) 00 n rZ Z.V x x x DESIGN ARCH1TECT x 1=!O (L41) L0 U) uw) It 00 5 T A6 1.0" If 4 40 L C) x I C) Owl . . . . .NORIO L. . . . . . . Denver, Cdon& C) on t #5(T)xB TYPICAL COLUMN STRIP qq_ I CD 00 tj A $ x 1/3 @I 8"OsCs FOR QY2 THICK SLAB IIII I III Al FACE 0 COLUMN x \7717 Itt.at C) ARCFHT= OF RECORD GLOVM SMITH BODEI INC ' U3 8 00 ` - T OKLAHOMA CITY.., OXIAHOMA 4. F I, 4IIIIIIIJ 10-#7( :1, a CIVIL ENGINEER. O-L5( x2f� 0" T)x24;: �U35 C) C) C� X ALPM ENGINEERING., INC WOOO k ROOR VAIIOI COLORADO 11E CC) C) LANDSCAP13 ARCHn= on .. ...... )IT 9 S E GROUP BURLINGTON., VERMONT $.on 3 #5(T)X18 012 Oct @12"01 #5(T)x162Om@18 ce ROO . . . L ..X0 . . . . . . . . . . . . . . . . . . . . . . STRUCTURAL ENGINEER Cc 16'-0* RON HAYNES WHAIEYASSOCII 16-#5( )x28 . . ....7 - - - INC I ON CD HOUSTOMTEKAS VEX36 -07@181 11 11 I I __ 2 - 331 00 x 4 C) 1 0 0 1 1 0 1 x C5 I . . . . . . . . . . . . . . . . . MECHANICAL ELECIRICAL 0) . —I - — - — - - - — - — - - — - — - — - 04 Cf) I - — - — - on 4iii 1 4 PLUNBINGENGINEEEL I CID 00 6 ' #5( . . . . . . . . . . . . . . . . . Uts _Q T T)x28pIO 000000 . CONSULTAISM INC LOROBINSON ROOOOOOR I C=11 DENVERIPRADO I 3 1 11RO, CID M INTERIORDESIGN pe) ROOR X x . . . . . . . . . . . . . . . . j 0 4p k2!O I I I WILSON & ASSOCIATES Cq I x 45 I . . C) WARR DALLA TX cq 2- CC) NOR WWII NOVO& x CD I j= p L BCERENGINHERINGINC X, LIFE SAFETY 32 OR I %8'�O c' 8'-Om 1140 1 1 r � ARVADA, COLORADO 0 0 0 U."OIIII I IV .1 . .On - .j 2 8-#5(T)x35 ORROOR" I #5(T)x24!-O" n�_ —7Z . ..... .. — — — — — — — — — C) 77 49 %(@ r AAA 9 - — - — - — - — - — - — - t 4 PROJECTNUMBEIL 20%1.00 2 r M C) Or 1611 1 1 C) Cq L Ox 2-#5 T CO x C5 04 -ij] A I ISSUE REVISION DATE 04 /48 .0 03 1100 1 x X8, 119-6 I#5(T)xl 2'-Om x CIO C� IVY -IN If �,w I 12xz —0' '018*0 C 4 7L5(Dx22 dd, C 7 - 10 on n325 C) I�F 2 j5Q W=12 2- FRIO A N OOOL g X4 L RORROO mcb I sz u III 16 - OROO . OtIIIII � 00 .0 #.on f5mX10 —o"A 2-9( 2 8J#5(T)x35 MEMORIES OR OR - V OR 11 � - A 7/77/7 NUMBER @I 8IIII06C I x C:11 LOOP OR.Ito L. .1 J ROIn� �311 ' 13 'r C" BEEE* 8 . ...... ........... .... ... ........ 77/- C) FOR 0 ORION 82) REVIEWED BY x 1= 8-#5(T)x4O" T 2-#5 T) -I 2 2- #5j) X8 .0 101==6 A �__ OR JA `3 CD T1 - a 0 -1 ( FEB 2 Xts _u 10 C> X4 0 x7 -0 if 1*11..00OV I C5 ur-o" �',319) 111-6* m -0-Torado 4!000 �� ,�j et� I : F -IN S ki"Itbuift o 12-#5(T)x28'-O" x 5 .15#5(TI $.on m -I I I L 12 1 1 32 11� MEMBER LO . . j ` - - - - - - 1H L 4- t AM #N 06/0/08 co X 40= C) I r 5=p(T)x2S- CL Do CO 17 C) x C14 It Ott I I 1 01 VOOOT C:, d 1 - #5( if \018 RJOKVISION #7A 11/02/07 x X A — - — - — - — - — - — - — - C) C) awl Lim. 144MASi-113" Qua 1 7 017 REVISION #7 10/19/011, x t g 5 014 REVISION N 105/04/07 x x to - ORRI IZ:R 013 REVISION #4 N/=/07 COO! Do I ,IIIOIIROOR .L . � j r Oti r wI 009 FEIRMITSET 11/17/06 + _AX (6 E - - - - - - - -- - - - - - - - - - - - - - - - - -L - - - - - - - - - 31 aO LI j CD C� C� L OR I- . . I A, 1 �372r) — d 0 '3 7 3) Do x CD CID 00 C) C) C) 1 "4- n CD F _C4 C) I x x x x EN — — — — — — -E� — Lu + " '7 . . . . . . . r x x x C1 I NO.Ro ED �4 ION I A If C� 00 1 C) C� C= CD z 1= rROO x ORI Ift,I'd I I OR C%4 mt J =3 OR OR up) 16 I Cq m I 1 .0 CN C.I to & I I Er 2 ERROR C) x x C; I I x x tr_ c � I 1 61 012"Ooca If I III I NN I �> 4R.It, 00 1 If C3 BNNNO4 < II, I I w1 A LO 2 ........../ / \1 R%,`O LO OR.I.Im �a I I r. ROm - 4 JOOLVOOORORR . . � IN C� U-5 In Q 5 1 - III- 1 '41 1 1 1 FOR aa 11141 U3 F5 I " I OR C) Rid- .010 Owl IIA 2-#5(T)x52 F .I. - E RV LLI NOOR I Of `II- "I"' "I" RR"O ROOO ORRO OROV ROOR 0000 16- WTI Otton r 1 i- 5=x3Ur-:Ow x $.I 13-#5(T)x32 I 1 12 $.Do MW % t7iT 12 U Z -#5( r IOOI� L III Q.I., 2 j) -4 - tT% V5 _u I L 2- (T 2 #5 2 #5(n x x X?j 01111111111 7 MOORE& 645VI f.0 a %,Igo x -U OR ------ ......... Boost e PROJECT IKEYPLAN C) /L MOR 141 \A- 4F` Li \1�t lk\kk 2-#5 T) -#5( x8'-O See x8 -0 /7\ FIRST FLOOR LE L MILD STEEL REINFORC ENT — - - — - - TOP BARS WEST "j A S2mO6m I D4 00 lw2 20 22 25 A2 lei 14 2 O*C* STX T AA T r3- C F(T)x 8t 410 C cc X m 0 6/S2v07 TYP9 �n4 9513 3/S107 TYPO ONAL co L . . . . . . N RE: ARCH FOR FINISH Z x . . . . . . . . . . . . . . . .I . . . . . . . . . . 4 r W12 Rid- Y4" PLYWOOD OVER lY2"DEEPxl BOA. TYPE B ROOF DECK (GALV.) RE: B17/SO.02 FOR THK. PL SEAT DECK WELDING MODIFIED W12x35 4" 7" J 4" THK. CAP PL (TYP.) L . . . F r xm < N =17 IND SMOOTH TYPO C) U= r 4 to L3x3xy4@2'-6"0.C. BUILT COLUMN* 2-MODIFIED BUILT COLUMN: 2- MODIFIED % W1205 & 1 "x`i8"x1 '- 6" W12x35 & 1 "x18"x1f- 6" A S11FF PL 65-2" L -7 1 11 3Y2 BASE PLATE W/ 8-TYPE "B" 119-3Y�m BASE PLATE W/ 8-TYPE "B @ 2'-6"OoCo 9.1im 1�11 " I ANCHOR BOLTS (TYPO OF 4) ANCHOR BOLTS (TYP. OF 4) 7 3 13 04 C10 -------a— e e- 5 16" PL1 "x18"x1 '-6" N W/ 8-TYPE "B A 25 ANCHOR BOLTS. Z6\ PARTIAL FIRST FLOOR LEVEL PLAN STIFF PCS TYPO SCALEo A"- l '-O" C.) 4 Z� 7/S o07 OWNER/DEVELOPER co 13 SECTIOM 4 SECTROM .......................... SCALE: &W.1 '-O" SCALE: NTS VAIL RESORTS 2) Ox MC DEVELOPMENT -- - - - -V12 2 W/ C Ox3 ) MC 2) : W/ Clox MC r lb _ X� COMPANY 4/S2*07 4/S2e07 AVON, COLORADO (TYPO 2x14 2) (TYPO) c5i yma 12x1 4 -Wl-2x-1-4 7' x I C.'s r W12x14 RAFTER --�/ (TYPO) (TYPS) (TYP � j W1 2x4O LO LO U-) A mi- E DESIGN ARCHITECT 44 A / 4 \ Z4\ I c> - 2 0 — - — - — - 5/S2a07 TYPI A� — - — - — - --VS2JP_TYP. - - — - — - -VC- -Wl2x4O- - - - MC mc _ _PI243 W/ Cj0x3 W OX3 mc Denver, Colorado 2 ARCHITECT OF RECORD lip-3y 19-3Y9" 69-2" L GLOVER SMITH BODE INC. 13 1.11 " 139-11 OKLAH CIVIL ENGINEER ALPINE ENGINEEIUNG, INC, VAIL, COLORADO LANDSCAPE ARCHITECT ROOF FRAMING PLANS S E GROUP BURLINGTON, VERMONT SCAI Fo IA"= V- 0" STRUCTURAL ENGINEER HAYNES WHALEY ASSOCIATES, INC, HOUSTON, TEXAS MECHANICAL ELECTRICAL PLUMBING ENGINEER ABS CONSULTANTS INC. DENVER, COLORADO INTERIORDESIGN WILSON & ASSOCIATES DALLAS, TX LIFE SAFETY BCER ENGINEERING INC, ARVADA, COLORADO Y4� PLYWOOD OVER 0/2" DEEPx1BGA TYPE B ROOF DECK (GALV.) REo 817/SO.02 FOR DECK WELDING PROJECT NUMBER: 20941 .00 ISSUE REVISION DATE RE* ARCH FOR FINISH W12 HSS12x8xY) THK* It SEAT EA. EDGE OF W1 2 PL2"x2O"xl '-8" FLANGE W/1 6 - TYPE "B CONT 416" BENT R WELD TO r GUSSET PLATE RN 7 C'%& t-� - --G- 0 0 0 0 ROOF DECK RE: 4/S2. 07 THK, STIFF [US 0 EA. SIDE OF WEB TYP. a V__ THK* EA* \� W`12 4" 4" EDGE OF W12 I I I FLANGE GUSSET It @ 31-0" O.C. MAX. HSS8x4Xy2 -WELD Ygm STIFF PL A 2 7 017 REVISION #7 10/ 19/07 Z6\ BUILT-UP COL S2.15 REVISION #6 08/10/07 SEE PLAN FOR HIP RAFTER SIZE (W/ Y4" THK. CAP PQ 13 REVISION #4 04/12/07 009 PERMITSET 11 /17/06 HSS12x8 HSSBx4 NOTE: STIFF PL MOMENT CONNECTION FROM THE OPPOSITE SIDE r0 r� IS NOT SHOWN FOR CLARITY D 4 A4 A4 A tuu T ON Colorado 5 JSEC � l 6 ISECTION s r= %v ION ... .... ........... �PROJE NORTH SCALE: ;Y4" l '-O" SCALE: ;Y4"=1 'O" SCALE* ;Y4"=1 'O" r PROJECT KEYPLAN A6 POOL DECK TOILET & i PAVILION FRAMING z PLANS AND SEC11ONS S2mO7 _TT L04 L A� 16 17 21 23 24 29 ND 69'-1 ly 0 9.0m I 1 9. 24 -20 3 2 12 OY2" 129�5 14 120-5 7 j4rm 10 -11 " 141-0Y27 o lip-4-a 8 30 120-5" 14'-0" 13 0/2 1 . 17 4F 1 �7%x Lo 4!-lm 20 00 own A 31a 1 r AL MIAMH UN ALM MININ, MmIlb .8 12'-2V 14!- 10 ul c" 1 0y4* 81.3" 1 1 364 LO 2" It: 4 r ELE 09 . .. . . . - - - - - - - - - - -- - - - - - - - - - - - - - - 4 co O�IIII, 11 1 C" A I - A ANift I Z2\ 00 6 - - - - - - v 40 mu; 0 -1--vmofiDnooR--t"E-L-Flume- pum-WUTII. - - - - - - C) 4 3 Q6JO A SCALEO IA"4-0" Z2\ 8) c,0 z - - - - - - 0401 ...... ---- - 423 L \trmw 7 lo FIN . FLOOR EL. 81441- 2" T. O.C. ± X'-Y" LO Fool 0 - - - - - - - 2.-TOP--GF- CONCR-ETE-EL-EAMONS-ARE--SOV�-Bye - - - - - - 1�gv 3. REe SHEET SO. 01 FOR STRUCTURAL NOTES I I I I 126-2)T 81-4y2" 29-5m 2 IS 7 20 11 161-7m 4. RE% SHEETS S6.01 THRU S6.05 FOR STANDARD CONCRETE DETAILS A0> 00 5. RE& SHEET S6.06 FOR STANDARD STEEL DETAILS I 1 /S4.Oi ... 60 6. REo SHEET S7.02 fOR CAST IN PLACE COLUMN SCHEDULES .1% 7. RE -SHEELSEPJES-SI03-EQR-SLAB.PURCHtN-G-SHEAR -REINE,-SC��- - - . . . . . - - . 4. - - - - . � t - - � _ _ _ __j - - - - - - - - T T*O* - 1- A"i u u"j- - - - - - � 11�� 1,� - - - - - - - - - - - - - - - - - - - - - - - - - 114 1 8. REe SHEET SERIES S8.01 FOR SHEAR WALL SCHEDULES a 4 96 REo SHEET SERIES S9.01 FOR GIRDER & BEAM SCHEDULES A 8" 3C 4 CID '-10W 28�2x 21.2 cc - - - - - - - - - - - - - - - - - - - - C) - - - - - - - - - - - - - - - - - - - -- -4 - - - - - - - - - - - - L2 - - - - - - - - - - - - - - - - - - - - - - - 07 1 Z7\ U54 7 S" Do 61 L CD 353 a Z7 1 6 1 A F t 47 !%g 10 936 .1 12 14'-10Y :1 t 8'.5 0 . 1 C) T 1 63�49) t P7 351 - - - - - - - 1711- Lr) m 10000w� A%wwo jr - 40- r. % to T- - - - - - - - - - - - Ff - - - - - - Z --0 )H 0AZ I I I TO*C� 346 r )6 T C14 319-6y2u Z7A 17/S4* *j (0 2 r2W O*C* �O'�5 1 100 ul c* 17/S4906 2& . I - k OWNE"EVELOPER. LO r -T.ObC6 �09�5' IT 3 I A W7 310 1 Z - - - - - - - - - - - - @ 14, 1 Z7\ VAM MORTIS r 4 0 Q4J3 Q4J5 DEVELOPMENT Fe Aq A II LO COMPANY LO A r led- 60 AVOKCOLORADO 71-5x 11 f A, 1.1 1 1 5 8" /A Q4 J1 Z& 7-17, 7177 Ln 71 15/S4o01 7 aIIII I I I DESIGN ARCHrrECr - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 15 ';",,,, 4*01 4*0 00 2 co A LO c:' 110 41 1 Z 41 T600ca kk3 ji 1 4 40 Z2 LO .6 IN 1 o/ Dmvc4 Cobndo 771 IRr QD6 338 1 CID 46O.C. -0 1 1 e cn -j Lo a ARCHrIECr OF RECORD - - - - - -- - - - 4- ---f A 31 * GLOVER SWIH BODE, INC OKLAHOMA CITY, OKLAHOMA 2 9.0 PO LID 8 U0 It. 6 5 1 %7 CrMENGINEEEL 4 AUPINE ENGRiEERING, INC A % F L 4 1 AS13K I C*4 3" cq 9 w 9.9 10 .9 111-4" VAIIo, COLORADO 8 .9 ----a 12 8) 2y & 2 2 4!-11y 15/�4001 po C) 4 1 %tu THICK (4000 PSI) LANDSCAPE ARCIRTWr CONCRETE SLAB IIN % < z 2 2'1 3Y2 S E GROUP �m I I, ....... ... .. ...... C� CID - - - - - - - - - - - - %K 7 SMUCrURALENGINM 3 co TO Co 41. 1 0 1 Lo HAYNES WHALEYASSOCIATES, INC - - - - - - - - - - - - - - - - - - - - - 1% HOUSrON. TEKAS F71 L2 7 L��j r% r* AfECHANICAL EIECIRICAL 5 9_8 y2f7 PLUMBING ENGINEER 5V 71 9 .4V 12'-2v cq 3 8F-4)F ABS CONSULTANIIIS INC to ---A- 1 10 0 401 DENVERC0LORAD0 ZIP CD 14/S4o?3 z �7 4#-2* to INTERIORDESIGN WIN z L - A A WILSON & ASSOCIATES Z6 >Loz I Vw- DALTAS, TX C, 4 Z6 N vir ( I a 30 27 631w 361 1 303 ca - - - - - - - - - - - - T- - - - - - - - - BCER 3NIG[NEiERING INC A 2 ARVADA, COLORADO 4 f4 LO " I irm C) 14/S4eO4 lo 10 to 59-00 .15/S4.ql T, Go IBM= GIIIIIIIIIIII SIM T�II PROJ= NUNZER:e 2094loOO WPI 14/S4*04 LO ISSUE REVL91ON DATE SW=2 ZjA\ co 2 C.) led- A$N311 C) 17 4)!r 13 -4V V) / Lc) 40 1 A II C= IN (0 I � 1 z7 12/S4*01 Z.Zi\ A6 Sw- 1 1 4 1 44 0 4 -7 04 04'-0" 0 7'-8Y: Lo C) o - - - - - - - - - - - - - - (gi 9 - - - - - - - CIO 32 - - - - - - - - - - - - - - - - - - - - - - - - S1, 7 3) ) i 31a 1 ASI M 10/10/08 AV A/31\k ASI #31 04/10/08 1 9-9pt L Sl 8 RKMONWA 11102107 12 S4oqj Zo Z2\ C= 7 017 REVISION #7 10119AY7 up) ZE0=15 REVISION #6 08/10/07 Pit 013 REVISION #4 04/12/07 04 10 12/S4a01 1 009 PERMITMT 11/17/06 2y4m ZI 9.8" ppp 2 6 1), 16 4) 40 5 60-8m 1 69-6m �7 0 40 40 40 A7 1 4 r 30 - - - - - - - - - - - - - - - - - - - - - - m 6 _eNr� in 0 A -0 go LO CD 12'. 110 102-11V L* 22'-10" I I I A6 0 3ke A$ 31N X eft (9/ �11 % co CD vatours � 1 Ak 777 1777 All 28 / 101 Irv . . . 6 f zq CN PROJECT KEYPLAN c*4 I 000 -0'-1 01 -C* .00.10 C*4 2)8' cq LT000 00 < 6C* ppp� r A4 LT.o.c. -o 24�- Tff 04 C14 cn 7 0 LO A�2 V4- LO < 1 6w 4\ 4 I ; 3&11 Z 5 MA3'1 1 SECOND FLOOR LEVEL r. C1 4�fi 1 1 C) 1 ' 4 Al CD ell ZY2"(TyPe) 7 C*4 cq 308 1.0" 9 RA6 L4 9 9 9.0m 9. I REVIEWED BY 1, 9 .8 do -5)fi" 21-4-m 1 12 - 4* 149-2 9 �Bm 1�41 L2 40 12'-On 2t-4" 9 0.8" 4" 12 4 1 FRAMING PLAN cq m WEST 3 .3m 2 11.1 -2" EB -�2 3 21ap, !, 23 25' 12 -11 60 91 On lz� 2 is w 12 1., II.in IF 1 1. 151-6)T SAFEbuilt Colorado - 1714y27 14'-9 10 3w 24!-l * L.31-5w ILp 161-3*� to 0y: 12-�5* 6 14'-0* 29 1 251-2w o3 51 'k 01-8" 0 LIII x I 101-5m 169-8w 60 P.OY27 16 .819 lo 2 1 24!� Igw 21v-7" 11�lr�v 14!�l OY20 20 16';F 0 � � Im 25 IS 2mll 22 23 28 407 1 A 9 >ELEV, <0, 17/S4v06 64 rrL11, u I A-Z 4Y "a 17 Y23 24 32 34 41 44 47 48 18 29 49 51 NDO 10 51-1 IN ' 111-4" 12 -5" 11 �llv 3y2m Is 9 on n 1-0" 12'-0)/27 �1 %w 4!-10)F L2y 14!-5V 11 4 16"4" 71-011 39-5's 10 14!-0)/27 81-30 14 11.00 13 24 -2 26 �10" 2m g7 IT, 6 17640 ul 11.1 on 0000040000 8!-11 " �4-02 6 '1* 4!-4n 1-10 21 20 -6w 9v NA L lie A LLL 91-5W 9.3w Lp 24!-4* 109-60 21 7 -SECONb FLOOR LEWL FRAMIN PLAN CENTER AA SCALE* V-01" -104CO -O'-5w d's 4 0 PLAN NOTES. 1 1 " % I 1. jn" I . on I 26 .0v .910 le FIN. FLOOR L. 8144'-2" ,�64 I# IL CD 2 A L* 2s-0" 11 ' IA# 0 I 2o TOP OF CON RETE ELEVATIONS ARE S T600C4±x owe OWN BYO A ON L lox 6W xslx 4 to 4 \A 3. RE* SHEET 12. 11 FOR REMAINDER! OF LAN NOTES il�s CPO A \ 00� Z.7.\\ T*OaCo .01.5" 0 7 AS C14 A 41 441 ;> 6 cq 04 Ned 6 Y40 c:) 6=md C44 A A 07 E7 gtii a c- - - - - - - - - - - - - J 89 12 .1 40 14!-10Y47 to 122-11 or co cq 4-w 00 cr) e. 1 7 2Y27 F� D OWNER/I)EVEMORR cc 3N(TYPO 7100ce 32 A D 4Y; 1 0 21 - 1 2 - - 1 J - - - I ------ /A 4.5i- La� r . I r% r 2TG1 3 2T, VAEL RESORTS I r4o a 31 1 to 69 00) 1 It I Go (42 DEVELOPMENT *- - - - - - - - - - - - - - - - - - ------17- Go UE I COMPANY IN4�e I 1 . 1 1 1 - r - .9% 11 371 1 r CD W 41-1 ix r DO 9 a R 0 28 F co 7 . . .111 49 . . . is C-D G Lo� 12/84.01 1 2Y20 0 -1 0 1 '-2r 6'-10" 1 2'-32 12�-2* 1 14!-45" 10m 1 0 12T-3" 12 co Ass P� DESIGNARCHnmcr C) I 1 #1 11 0 7 4 co C) f Ig - s�- -T MIN THICK (4000 PSI) y 21 1 6A IN 496 qwt I I I 1 0 2 CONCRETE SLAB I g3 0 F= ul 21 49 Idle Z! 9.0 9 -UK 11 /S4e02 F g Z iu 2 .2.\ oil *I 2 90 1 R 1 0.9 Denver, Colora& jo, -9" & 2 L& .310 Lo ghl I LO )4 I 4r- TWO 1`6 Ot 1 0 re S 2 C%4 L 00 . ..j L. . . . . . -J L . . . . L 7 1O/S4oO4 ARCHITECr OF RRCORD t ---- 2TGLa- -A- - GLOVER SMrrH BODE, INC a) L J OKLAHOMACITY J 2-TC4 . j L N, OKLAHOMA 2 ANT 36 CIVIL ENGINEER CD ALPINE IINGINElEFUNQ, INC A"31 1 A VAII.�, COLORADO up) a ? EAPA C+4 1 3H '7 LANDSCAPE ARCIUMLT I I CID F71 14!-10Y 10' 8%7 11, 364 1 121-2% 4� 1 1& t 8 ml �r: 7:' S E GROUP If 1 0 0 1 "�r ' ' I I BURUNGTON. VERMONT 7 C*% "/S4.04 LO 5 It. 4.)9 IN 1% CI STRUCIMALENGINEER CD co /-UR ELEV. 0, 4 ELEV. 01 5 8/84. 04 HAYNES WHALEY ASSOCINTES, 00 INC co oxf m Atdbh� V) U ) 3p at" co 17/S4*0 I 14/84e04 HOUff0NTEXAS T-r- I 1 4 4 2 5 L6 r r AfECHANICALEMECMICAL CD PLUAMING ENGINEER SIN4 SWO5 r 413 ABS CONSULTANIS INC U6 0 2) 8 IS4.04 E 00 � I U61 DENVE14 COLORADO QJ58 426 C) 2 1 1 1 IN=OR DESIGN IV I r _ux MLSON & ASSOMM U23 T ] -*- - - - - - - - - - - - r LME SAMY C) Q?)4 BCER ENGINEERING INC r y ARVADA, COLORADO Vo NOv 0 7) A 12 f.zw z Z2. 7 �1 1 " 20 11 160-70 0 Bl-4y2w X-50gr 2 $.on 9.9 IN 1.r LO 10 100 4 41 'r A A PROJECr NUNMEM 20941.00 cc 7h AS, I I c::p 0 71 4 -u AS, 16 8" A6316gi 1 91-40 0 9/S4o BB 8x1 89 ISSUE REVISION DATE A 31 * 1 , I (AA - 4 - - - - - - - - - - - - SIM0 A Z IN 8" 5 2.111 A'2 A31 1-3 11-30 22-2" -72� I ip2m UEE �low 2 �2" 21-2" j e & & 11 .1 � � � "0. co q7- 08 11 k 14/S4*04 CD 1: RIO* A A 6 cc t 2 IF -71 7 4) A %I co L 7 IN w % �1 0 r It L I D C) 7 3 L7 EFF) 53 Inv CIA �17 CIS C C46 2 CID XX I % 00 A ---- E:2 F= 1 1 23 p (349) =:L- - 0= L Is . Jb1 a CT- :- -i - - - - - - - - - - - - - irk 5 to OF 1 ; moo I VAN R /5\ - - - - - - - - - - - CA ' F ------ 4jb - - - - - - - - - - - - - - - - - - - - - --------- 00 17/S4s06 A 2 I'No cq 2%0 2%" Sl L T.O.C. 5" GO ASI #31311 10/10/08 . .4600ca 0 �5" T 0 Ce 5" CD 00 - A wd- Z6.\ s YIN OHH .0 O.0 -O'-5x 3 un SI Aff #31 04/10/08 a 11 % If IN I I I I IN T4 !�2 39-2V 2'-11 %7 % TA - - - - - - - 1 2 -iffil N31 1 018 REMON f"A II/M/07 4 Lo A too S, CD1 7 017 REVISION #7 10/19/07 L0 21-5 9 89-70 5'-lwl Fe (!!Ky 7 =woo A F�l 1 2 r 6 nj 9 R8V=0N #6 08/10/07 6 7 In - 1 04 8* A, .3 1 Y-T 1 A, 12/S4mO1 /5\014 REVISION #5 05/04/07 4 4 4 1 7 59-2% 0.6 LO I - I C.3 1 1 1 5 w a I . .......... . CD �& -, &�. - 4E 3 CID 1 CN 013 REVISION #4 04/12/07 cy) 171 '15/S4.01 CY) 15/S4001 to qw 1 1 009 PERMIT SET 11/17/06 4!-0" L 15/ 4001 (416 t IN Go ZL AA 00 I - � � - C44 R ZA , - - - - - - - - - - - - - - - rc�T - - - - - - (gj ' a I q I I . . . . . . . I a !I QUO cc V z I a U-) t 5T6 A W4. 1 L0 C) C-4 415 c" - I I C CA -5" U*) 310 1 to T.O.C. CC) A cq - I As, C= 1 6 r6 8" A A 15/S4*0 A a I a I b;�- 7 0 -5 CID co to I CD VIP 1104 1 LA irm � j ml 04 LO TI IT60 C 3' 5w 00 0 7�- + -4 % Li 0.1 .1 5 8 " .7TT OeCe -0! 5n LcoNcR cq LA 2 .0: r 15/S4oO V4 m , on u 10, iiv 1 4 t,"31 1 2� A L021-50 21 9" 21-91" 21-5m 2 PK 1 W= x PROJECT KEYPINAN :15/ 4*01 L " I 60�� *1 A A 44 W4- 00 VA4 �a 50-4y2p 119-3" §w uju I I I I I A I I I 7 29-4 .0 05V Y200 Io3 22913V 12 31P-6a 12 2 3) J.L 0 7'-11 %2 lie vor a 0 lei 0 *1 co tic 07 SECOND FLOOR LEVEL A REVIEWED BY FRAMING PLAN CENTER FEB 2 3 2009 V 25 30-51 k 20 151�6)j" I I SAFEbuilt Colorado 14 15 m 23 25 28 31 38 s2m12 r 91- �r I u/4 L c*4 9 00 I iiig x . I � I a I I I I < I A& To 4 00-5" CD CD 0-2) 0. 7 PLA ST I 5)!F cn st/ C%4 CUMMINS 9. rfp I I D SECOND FL0A`kR LEVEL FRAMING U 2 O'C' - 3 9d A N 9 4Y; -------- 8v ;qtknl A 0 a I r*0410, S & 2" SCALE* Yb"=V� 0" 4 CN 72 2 /7\ 11 - zv� ��"40,A6 I I I I 1 21131 -ITG14M 430 A K-1 co (420 p x LAN NOTES* 01 - ------ - - - - - - - - - - - - - - - - - - - 7 77 a EA 7 a 00 - - - - - - Po I 1 9 01 O� :u r 3700 le FIN . FLOOR EL. 8144!-2 -Y" co A I CD pt 4N r%n I T6OvC6±x, I b 1 0 C4ED 2* TOP OF CONCRETE ELEVATIONS ARE SHOWN BY 99 R( 5 1 502 r/ I OJ 15/S4*01 F- G n�'VA L F " ' 7 2Y27 6 1 2 -3" 12'-2* 1 1 149d5w low -3" 12�-20 ,21-37 14!�54*gl 1 6 12 14!-6y2" %`ggr I F.1 , 3. RE! SHEET S2.11 FOR REMAINDER OF PLAN NOTES 12/S4*01 lr'� A 1 � *3 to Y. - c�rT _T_ -1 7 - qqqgv moo C) 7 As, %tw THICK (4000 PSI) 7" Z'104"'j t 7 CONCRETE SLAB cn on 9. H lo3 ko m I LO 21�6* 41 49 1 1 1 1*1 9 1 LO 21 ri f/T r 2 .n" 1 Log L0 ort _ (WL 9 Z2\ 1 T I I I I I I 1 04 & @ 301 29-2)T .-3" 9 -8)F l '-6 D.On 11 a �b Lo CN to 3 S 2 96 to L* n 02 41 J V%C 10� Cq I c*4 04 S L .1% j co 10/S4oO4 %7 �J L . . . . L L 2" 2TCJ 2T-G5 - - - - - - - - - - - - 2TC4 j 11-7" gg""" L L J & I . . �gggg� =.:L . JL . . .1 . . . . . . . . . . . . . . . . . . . . .I . . . . . . SM i �4 III pe) I CN 64 OF A 1000�� 2 58 1 1 .A\ 7) 2 'g"g`ggg m 4� 15/S4*01 gg"'gg 364 � """g" Q T 0) 0 C*A 2 - - - - - - /S4oO4 - - - - - - - -5" 427 e--T.OoCo - 0' 4 -0 'g, /r 00 gsg. LEVe Oo 4 ELEV, 09 5 8/S4eO4 - - - - - - - - - - - - - - - - - I I C) 2 0 E /UR Go x/ NO& WIt a 479 u 14/S4*04 44 75 QZ)7 CIO 6m=d rougoo"I ;> L - 4 - c2m SW4 8*5 z6 A Wm4 /S4v04 ELE Oe 7 Z7 426 2 1 311111110111110 20 x -4" 59-61' 23 L ---------- - - - - - - - - - - - - C1- - - - - - - - - - - - - - - - - - - - - - - - - - - - V. NO. 0 UY if- 8 �4Y: 160-7" 9-p to � 5 40 49 9Xx a 1% a u _u 4 I n I AS, 4__ (3560 7) Flo' LO 9'-4* 16#-7" 10 112 ,80 9 8/S404 1 1 6 9 3 1�909 BB OWNER/DEVELOPER A4310gi 40 /S4e04 0 A Z A 11. SM ft _ _ 4 - - - - - - - - - - - - - - - - - 1 1 BN -777 VAM RESORTS %Vg7 4 5 in A 31 21-2" 2 � j; 3 1 3 OCL29-2" 2 01 1 , ,2 j a DEVELOPMENT �a E_j A r- - - a 14/S4o04 n ow ps A A C) 5% COWANY b 11 29t (2 -7 )1 Z A Z6\ 1+131 S .. 41 1Z 7 AVON, COLORADO as 4% 0 It L\ - - - - - - FF 353 21 14 - (L2 0) 07 0A co - � � 7 � q__ - - a.-- - - - - - - - - - - - - - -------- - - - - - - - - - - ej 4E DESIGNARCIRI= 2 351 j LO 5-4) 2 55 -0/2" �o 89 5 L3 -9" co J - '65 2) n(TYPO) A j5 , cn -11 F4 L F Is _CSI rk . 3, C) A ioeco 1-5" 1 00 LS1. 00 - - - - - - - - - - - - 2V n �01-50 OvCo -0'-5n TOCO a �L6� C) 5 fj Dmvcr, Cobrado 3 .0 1 A LO 19 Lo cq LO C:, Toolco -01-10 - - - - - - - - - - - 2 Tooect _o'_ )rL- - I m F r- rARCff1,= Opp MCORD up) C%4 24 1 1 1 1 --- I I I A r 4, 1 1 1 1 1 1 " 1 4 1 1 1 1 " 1 1 GLOVER SIMTH BODE, INC LO 1-7* 4!-9 ' 14'-7" LO 2 5 *j 5!-lml 2/S4.01 OKLAHOMA CITY., OKLAHOMA $.iV A A A A A2 31 5 1 r I owg, " I g"� (nUENGINEER oe CN 7 r 12/S4901 '40 4ft a LO ALPM ENGINEERING, INC 5 -23C 5 6W 1 co - - - - - - - - - -4 I nj A C46 3) VAM� COIDRADO 77r, 77 Z CNI It l5/S4a0l cq LANDSCAPE ARCHITBCr =7 - - - - - - - - - - - - - - - - 4111 S E GROUP i'5v 4 01' 1 8 BURDNGTON, VERMONT bo A 5" OA L* ov qop000p� 2 - - - - - - cq _ j I IF 5/S4a09 qu LO LO STRUCTURAL ENIGINEER - - - - - - - - - - - - 00 W) 7 00 5 6 u) fuyt*mSvHAuW "OmTm2 % 415 1- 01 ` I co Nftmo- % T604co -00-5" �� Ign A 31a 1 I I I INC . . ........... N Ism - - - - - - - - - - - - - - - - - - - - - - st HOUSrON. THKAS RR .00 In CD -5 A 15/S490 2 Teo C 3' 5" 1 e a 4 MECHANICAL ELECTRICAL ul co N =, LA 21 �j %tm THICK (4000 PSI) AD 7 PLUMBING ENGINEER � j L 4 - _11c 621 DENVER, COLORADO 0 C -0 9�1 so 2 9.09 TeOwCe .... U-50 T.O.C. - 0' -5* 1 1 : L INTERIORDESIGN 5 LO In 77 1 pn WILSON & ASSOCIATES 0 e. 4 � �aLf #I I 11 � 15/gSCOiI I A ml I 1)/20 3" 1.9" 9 is all 40. 9 It I I t 1 /s4eO2 cq DALLAa% TX 0 L*2'-5" 2 -9" 21 N /7/ 31a 1 . ... ...... ...... ------ ....... Z5\ 10' 111-4 1 3" 2 �511 2p Ow 0 7 04 LIFE SAFErY lo'_10r I e. CD 51 co I V f. 7 it BCERENGINEERINGINC co I - - - - - - - - - - - - - - - - - - - - - - - - 21 1 __uuu 4V kq -4" 1 6 111-3m t6 0 2.1m V.126 .0 .0 2 3Y; Of 461 1 1 22'13V L* 12 311-60 01 12 V e. 2 0 L43 67 gvl�N 4@6 2 ARVADk COLORADO I it - a �a CID gkg � % 458 1 1 1 PROJECT NUMIBELo 2IN41*00 RAO E41 OY2 1 2/84*01 8" It ISSUE REVISION DATE -j 6 cq 2 -3" 42 u') Tooeco -o'-10 A2 Is - 'gIggg", 1. 0 1 5 73@ TO co 0 5 r= go- 21 0 A7 A2 3kil go- z 1(4&57 up) pqS V_I- - - - - - - Fb g% -I _2 zz .1 C= 10 31 � f7l A RZN9 310 1 8" 5 on I W6" I C= 3i� F7'-5V f-i ohs I T11 8/S4*02 ! C" Is ��go . 2 S Ov 4 C45D6 i &El AM #31M 10/10/08 L cn [ - - - - - - M #31 N/10/08 77 -1- SI - - - - - - - - - - - - - - - �ca . . . . . . . . . . . Co SWO7 q 018 REVISION #7A 11/0Z/07 (L5 3) 6" 1 .70 A7 017 REVISION #7 10/19/07 rg� 2 c2m 6 015 REVISION #6 08/10/07 - - - - - - - - - - - - Avm4o REVMON #5 05/04/07 013 REVISION & 04/12/07 . T*O*Ca _o'_l " 50 A ;9 �j e 00 PERMIIT SET 11/17/N 12 /So4w0l q CD L� AA31 M4 cq A cm 11 1.ow 1-2" 7 A in 2 A6 40 01 29-5 3/S4oO3 CD 49 qqqw I a V6 1 4 Go ( qo 1 11-4 A T� 6 6 449 45 pn V�65 a C�l HSS6x6x,, moo 446 1 1 1 1 "%�,j (*,. , 4 - - - - - - NAA V - 0 _ _ % - � 1� - - - _ IW_ 59-11 1 ;g�,f\4 PIP W". L LO 00 � I I a I " I I PROJECT KEYPLAN cjqj V SI ku L\ IKN I PO C) T*O*Ce -0'-lm 00 LOglgggg� LLI I - V I ui R 51 006 0 .00. to sggg. 111113111111001 1p c 7 r ZI '14 1 1 I m st :3 ( 445 1 z SS6 5 SECOND FLOOR LEVEL TO go- g, co REVIEWED BY Vggggg� to I m I 6Y419 1 1 5-6 / 1 " 1 to A5 cq 0. % 9.1 LO /7\1 A 7 FRAMING PLAN c -10 Rid- I I T600ce LO 57 FEB 2 3 2009 EAST 9. Is OY IA 1 S, r-9%Y4" ,, 1 1 A& 5 V T- A I A6 I A A c e. SAFEbuilt Colorado AP (n Lo I kf 16 24 -5 4 f 1.911 C%j 1 .6 Is, \ I 1 1 12 .9" .89 �a ion !, 4* LIP 22 �l ON 32 21 �100 L* 25 9V 1,0�00 14 .2" 1 19 A 5 �4V -2" 11 1 00�7zf .0� F4�1 0, 7e/,1" 4! -60 e. 8.1 m SI 2 7 1 1 N 609�33C 94%7 2)6" 12 9-4! 139-I)JO 4W 11 .4W 4 - 11 1., 1.. 0 ro do - 136" z f L lj� g`g "" LA rgg%% I'pc� 49 5M0 0)2 ' -7 r 7, 1, 12� 2�3 <NO ///' 6 2 11 % 65 70 71 S2m13 28 42 40 %'%% A 1 UO A;j 1 63 9 A 310 jo 0 ace 3 ef atem;a 00 00000600 OtIVALS rr 41 50 5 16 28 35 36 39 42 43 44 46 47 48 52 53 54 55 2 13 56 58 59 60 61 62 63 64 68 29 49 51 I F" It 2 LOSNIP eo� Fit z A I j6X It I I LO LO I U�) It Lu t 7 ;9 9 1 It Its m I A I I >1 M I --- - - - - --- --- ------ ----- - -- -- - -- --- -------- - --- --- - -- -- - -- - - --- -- --- ---- - - ----- - - -- --- - -- --- - --- K- - --- - - - -- -- - - - - - - -- --- A T U61 I --- ---T- -- - - -- -t --- --- - -- -- - - 1 2 0 "1 :y' B 441 co IF LO LO 7 JAY to */.I a to� No F g 1 ;9 Y4 !! 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L I j L L j co 4A /F 00 816 IN 8W 8Y2" 6Y2 - ------ --- --- - - -- - --- - --- ------ --- --- - --- - --- -- - --- - - - --- -- --- - - -L - --- --- -4-- --- -- - BY2" ...... - - -- -- FW 4� i m In 9 s 6 1 / 00 04" 8 6% a OWNER/DEVELOPER 114 812 Ini K AA 04" 1 a CH LINE 22K F 3 6%; r 8`IIo 8 E Y2" 18Y2" LO 7 8 "ar Thv�6 V4 Y2 C> C) T OP to� C> ig "I No 91 �/-up VAlL RESORTS 00 n 81421 1 8V2 BIC -— - —- - 18K F 4% 44 4 - - -- - - a r F 04 8 V2NN 8 for 10 — - — -— -—- —- — -—- — -— -—- —-— - —-— M4�—- -A J�V%v 2" 1: - - 1 8 15Y2" --- -- ---- ---- -t - - --- ---- - -- --- - - ---- - -- - ---- --- --- - - - Ni- j " kF642, I c:nl No /- R) V �4 � 1 z 4 DEVELOPMENT Y2 18K/F- w 8Y2"1' 'T6 Y4 1181h" rv) 81h C) 16M2" /F :s!I 1 60 co COMPANY % 1 %Y4 If - -- - --E -- - - -- - - - - --- - -- - -- --- ---- -- - -- - -- - --- -- -- - - --- - --- - - -- - --- --- - - ---- L6\ SW-4 SW-5 16KLF 19 I0K Val (9 4 2J4 DO 4Y4 16KJF AVON, COLORADO to Z6 W4 3;Y4# V4 j 074 3W 3W Y2' T;Y4� A 047 0400 00 -— -—- — — -— 00 -- —- —-—- —-— - — -— - - — 25� DESIGN ARCHITECT to �24 No III to 4 4 71 2 BB n2 2\ 9 9 a -4- 1 1 2 go So Id- I co 43/4 28K/F T42,3 2 V2" 1 8V2 04" z 8" 6" E i a a y --- -- - - 20K F 3Y4 -- 8W 8Y2 --- - -- - 81/2" 1 8 8-E M- 01"kit, 81/20 No 39- 2" No I I I I " 61 a scot -- x -- — — —— — —— ——— -- — — —7 - Poll L4 ft I I ft 00 1 ------ -- - --- ---- - -- -- - ------ - - ----- -- - -- - - -- --- - - - -- - -- - - -- -- - t-- - --- - - 6V4wV &W 8V2N` Y2 3Y2 BY2 5Y2 04 T 3" 6" V2 C=N 001 -- - --- - - -- -- - --- - - - -- - - - -- - -- --- --- - - - - --- - -- --- - - - --- - - - --- - -- - - - --- - - --- - -- --- --- - ;9 6; 2" 4 %Y4 8 Y2' I 18YA 2 40 No " a 16K/F4Y4 V No 00 J EE 155K 3;Y4"1 11 t r� r;i?r --- --- -- - - - --- - - - - --- -- LI�IkL64 04" 8 118 51/2" 81h" 81� 04" OK/F No :9! C -- - --- -4- --- - - - - --- -- - --- --- - - - - -- - - -- -- - --- --- No 4 1 -- No' - 2 No 1 3 -- - -- - -- - - - - - - - -- - --- --- - - - - ---- - - - =t= A_ 6 1 n469 1 ;Y4 4Y4" 260K To "1 23/4 - 0 1 5 1 3Y4 1)1/4 4- 421 1 Denver, Colorado 00 20 A —— —— — — — ——— —— ——— T CD DD I Ir -- - --- 1H V 00 to 7 7 I - co K— 04" 2 K/F 27K 1 81/2" 4 -�T I =EWMM=m� B A 14 1 — -— - —- — -— - —-— -—- —-— - — -— -—- —-—-—- — — -—- —- — - -----w — M.� - - L"IF4 V4" 8V2 7%" H H No No IN ARCHITECT OF RECORD I 1 "4. 10/4 51h R2 31N` 3Y4' GLOVER SMITH BODE INC, LO W4- 4 L0 OKLAHOMA CITY OKLAHOMA ZL2 04 H - - - - -- -- -- - -- - - �4 I A6 RIO- - - --- --- -- - -- - - --- --- --- - -- - - -- --- -- �91 --- - -- - -- 110 7 r mi cq 3 Lo LO 6;Y4" F 8Y2 "Yel'at 16K F -� I I I co CID 114 1 11�YV \I% III ALPINE ENGINEERING, INC. 8Y2" III&I 18Y2" 6% 014 1. 1 CIVIL ENGINEER 5" 8 6" 81h LL KK 3 4-Y4" 1 �yl 211 1 444- Its- 1/24 1 7 NItiosettar I 20K E Y2 8 W V2" 8Y2`N 6 L:Y :,24K/F A6 46 - —-—- -- - —-— - —- u -- -- - VAIL, COLORADO ;Y4 &W 18 Z 4(\ �71 @1 m m "a md- No NN --- --- --- -- - ------ --- --- --- - --- - * 6 -;aoc3" -- - III I 4%Y4 7 - - —- —- -- - 1 V2 2474" - — -—- — it 2;Y4 ' -ZVI Tin 118 " 27K/F 1 /6-\ F 2 04"! 8 04" 27K/F ;Y4 - -- --- 4 Pp LANDSCAPE ARCHITECT A -8- -- --- - - - --- -- --- --- - --3 QQ S E GROUP 4 QQ No No 04"1 4% No 2r7K/F 4 515K 18K 8V2 8Y2 4 1 4 8V2 I A '1111111210 1 ;Y4 N 4 171� -- --- - -- -- - - - - --- -- 9 77YT, 1/4" 27K F LEI) j%)%Y4 1 4" 6" 6;Y4" 4 VA �--T7i7F Biho 4:Y4"24K/F 10 6V40 5Y 6 T RR 300K 6V4 - --- ---- - - - - ------ -- 3 Y-41 qff TINY 'Ji 2 STRUCTURAL ENGINEER A�Vo ------ - --- -- - - $-I Fir is A Pit% A4 1 7 18K 3%Y4 ` 4� HAYNES WHALEY ASSOCIATES, :4:1 001188" . 1 0,44" 1 Ar% INC, Am XQ 4 2K/F IN r ss %Te ; 4 01 1 Lo� 3rtL �Ic 1 1 IN 1 1 m C3 u., p A 0 Y2 1 1 4" 22K/F K.A IF 811A 118Y2" a I ' A c)j I `14rl I V c"' 8V2") LO *7 — -—- —- - - HOUSTON, TEXAS AI;IN16K F I I 1 ;Y4 4 11,1h" — ——— —— —— — —— — 3— 81 Lu) MECHANICAL ELECTRICAL Fr--::— =-- 4 so 51 hool 00 40KIOW a.4 81/2 IN 7 12" y4"22K/F T=— - - - - ---- - - -- - - ---- 6V 8 - ------ -- PLUMBING ENGINEER No YZI %V 9 Y4" 3 11`42 1 w^A - A III, PK 9) ABS CONSULTANTS INC, 05K Y4 04n 04" w (B�j 4 ---- ---- ---- -- --- - -- - . .... .. - -- - --- Z4 1124KZF " 29K/ DENVER, COLORADO 8%2 BV2 6 4 3:�Y4 A 0 1 .3 No eose�""`?Itt� 04 1 1% 1 ;Y4" Z4\ INTERIORDESIGN XX IF dof 14Y4"18K/F WILSON & ASSOCIATES No Q V2" 6 Y2 V8 Y2 No ®r I 1 3V2 16K/F F4 Ayi :V4 8V2" DALLAS, TX 3YA4"& CD 3V4" r 75 zz A C*4 2 LIFE SAFETY Z - -- --- - - - -- - - ---Amt - - --�m % 4 at 24K/F 6Y4 BCER ENGINEERING INC, 8Y2" Z2.�6 W4726K/F 14 T "!;d- V21 NY I T- 16K F 8q A 0/i I I ARVADA COLORADO No Of m I I 1 1 7 L4 4 r I IM /7\ a 8 ' 28K/F 650K IF A4 gNT / Old- ell: ��A --- -- - --- - - 16K F- 'Y4 ' 4%Y4 U4"%ca 1 8V2 1 8 8V2m LIP 1 2 PROJECT NUMBER, 20941 .00 it- -7 1 Y4 16V2 1 1 1 00 qu`* I IVA Pp)D V4\ 5W L �34" 16K/F 4 TM" 4 4 =77. 4 24K/F 04" 5Y4" I —-— -—-—- 8" 2 No �2 FFF) No 104" 8Y211 ISSUE REVISION DATE 20K 9TA 1 ;f I 8W 81/2 J2 14;YJc:0 16K/ G 41/4" No 7 No 2 -- -- ---- - 1V No A4 e- 1 Y4" 3Y47 6 33/4" c6:o BV2 iK co co I HH 23K/F /0" 8VZ 5 rd% - I - - KKK 4t -—-— -— cn; -184 ----------- ---84h"L (/F1 a Z2 04" 51h" 7 2 1 2Y4" 5W 2 5Y4 7 9 1 V2" m KK 1/ 4 a 18 up I AV2" — .17YAr - 8111'12 5" 6V41k) Y4 hW150 - 4 9 1 0 rh NN LLL up) --- --- -- - --- - 9.0 - --- --- --- - - -- INNINS I I I I 1 '44 r UO) LLI A :91P We in I CID 20K/F 5Y2" 2 Ito co 60 1 & 4" cc C�I 04 92 co 8 3V2" z 3 LO C) Q *11 A.� 74±-\ 1* Ito �cp ro sco LO - mw; It, 6 rg--- ----- - -- 'wj. R 5'-U utmi PIS 1 1;13 0 PO ro ri I 'ul U. I PO c� I CD Cl m :�ej I Z64 re PO CN LO 4:!J1 C> 01 co A col CD I m u pe) 14 lite 7 7 017 REVISION #7 10/19/07 �j 0 VID REVISION #6 08/ 10/07 �j 013 REVISION #4 04/12/07 2 9 10 4 15 18 19 20 2 23 42 61 62 65 66 67 69 7 009 PERMITSET 11 /17/06 .......... ... ........ `j� ------------- --- . .............. "j .......... �rq A I n' PROJECT NORTH TRUE NORTHCC-kv� PRdJECT p """ LOOR LEVEL POS 'Im ' ENSIONED REINFORCEMEN ' ISECOND 11� cninrado 11 SCALE: 1A6"=1 '—O" 4 SECOND FLOOR LEVEL PLAN NOTES. POST TENSIONED lo 91" THICK P/T CONCRETE SLAB rMICAL U.N.O. REINFORCEMENT 2, P/T TENDONS SHALL EXIT AT CENTERED OF THE PERIMETER SLAB U. N.01 36 "48OK" DENOTES P/T EFFECTIVE FORCE IN KIPS, 46 " 16K/F" DENOTES P/T EFFEC11VE FORCE IN KIPS PER FOOT. 56 "8i" DENOTES HEIGHT OF TENDON C.G.S. MEASURED FROM BOTTOM OF SLAB. Af` N �� ("A n rA 5 V2 TOOX 11 8 "I 1 -1 ly 6. RE: SHEET S6.04 FOR POST-TENSION DETAILS AND ADDITIONAL NOTES. S2m14 JL� C) In I 0%a 0 on 94 0?, ADO !pl�m��rt STA a #4(B)xl6 3-�#5(B)x20'-O" 24 @12"0*C, 50 0 9.0 M 4 39 Pie I 7 MHz a C) %quo .,040 t� I It r is AL C11 a - — - — - — - — - — - — — - — - — - — - — - — - — - — - — - — - — - — - 4- - — - — - — - — - — - - — - — - — - - — - — - — _ - - — - — - — - n a t m 36 1 M 6) M M M LO :qk 0� I I III I MATCH LINIE ft 2 1 Cq C:, M eee eee' 364 X36 -0 - . 2 , C> M In — - — - — - — - — - - - — — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - - - - — - — - — - — - — - — - — - — - -t - — - — - — - — - — - — - - — - — - — - — — - — - — - - T— - — - — - 3)........... ------ ...... -- - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - - — - — - — - - - - — - — - — - — - — - — - — - — - — - — - — - - — - — - — - — - - — - — - 3-#5(B) L - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — — - — - — - - - — - — - — - - - — - — - — - — - — - x36 .00Y t C= =I 00 362 -#5(B)x38D 0 C� 4 CID I I C) on Co Q J59 0) 36 Cj Owl� #4( 3)X14f 8) M @1 de "Os Ce I C) - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - 423 - — - — - - cc- L_ 7 __ C.) C3 C.5 �7 e. 7 1 d CD C�I C� CD M CD 6" C) < - — - — - — - t - — - — - — - E: EIQ 7) C) CD =m C) I U I I I IM I.0" to I CD 01 #4(B)xl 8 n qqd. �431-2" LN 012"OeCI, x x x M IM M M n I qq- W4- U5 6 N #4(B))124 0"@24"OIIC� I Cs .9" 8: 7 5 V-7" L# 6 -511 C*4 FEI — - — - — - - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — — - — - — - - - — - — - — - -L - — - — - — - -L 5 6=mmJ mcj CD C> V 2 #4(B) 0 Q 4"0,Co . . . . . . j4B)x183_ 0"@10"0C E �7F cc - — - — - — - - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — — - — - — - -- - — - — - — - - - — - — - C%I #4(B)x3 — — — — — — —7 #4 x 71 7 @1 06CS 771 / — M CD - — - — - — - — - — - — - — 6- -T—'I" - I:-- - — - ___r� -4-4rdBlx4" CDE) - - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - - — - — - — - — 1 77 77 m CAD � I I #4(Blxl 5 *4(B)x2"-- !@290._C._ - 351T7 349 0 6-#5(B)xl — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — — - — - — - — - — - — - — N I— - — - — — - — — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — — - — - — - — - — - — - Q4J6 99�3" OWNER/DEVELOPER dc 8 on _je__ Q4J8 #4(B)xl 0 VAIL RESORTS @12"06Co C) 19 DEVELOPMENT #4(B)x24'-0"@24"0. C. CI C1 — - — - — - — - — - — - - — - — - — - r177 I .0I .01p C%4 CI "- B)x38 4 q1I M It 4 1 x 11 #4( M COMPANY U45 AVON COLORADO 1.0 3 4 t4 4 .0 )X' I I C3 12 N I* r I C) (194(13)x`15� 1 DESIGN ARCHITECT C) 7 7777 00 — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - 6�#5(B _nIa 2 4 40 #4(B)xl8' - O @12 0*,Co Denver, Colorado 7 #4(B)xg'-O"@12"0.C. 8-#5(B)$2p" ' 0 (415 777, 777 ARCHITECT OF RECORD GLOVER SMITH BODE, INC. 20 3037 OKLAHOMA CITY, OKLAHOMA C.3 It -In, 0 Ik q . #4(B)x20,-0"@10"0,C, CIVIL ENGINEER - — - — - — - — - — - — - — - — - - — - — - — - — - C3 _ _ _ #4(B)x33'- O @12 r ALPINE ENGINEERING, INC, M rTT VAIL COLORADO C=) eAA 40- 6" 00 04 W14- _*_� I I I 4(B)xll 0"@12"0*Co LANDSCAPE ARCHITECT x C) 7 1 M CD S E GROUP 1. 0" 1 . 0" 1 X #4( )X7 #4(B)x9 BURLINGTON, VERMONT #4(B)xl 6' 0' @12 OwC, @12" O*C* T — - — - — - — - — - — - — - — - — - @12" O, C1 - 4- #aL)X�24! 0 #4(B)x18'- 0"@24"0,C, M — - — - — - STRUCTURAL ENGINEER 4 HAYNES WHALEY ASSOCIATES, 04 513" x 4 rks om@11" 0 INC, 1 11 #4(B)x26 C, M lr— 2- #! 3 A 1 3 1 - 0 x4 -0 (n?.) P4 4 L � 777!i7 - — - — - — - — - — - — - — - — - — - - - — - — - MECHANICAL ELECTRICAL I.on .#5 0 5 B)XP28'-O" CD PLUMBING ENGINEER Ilk r ABS CONSULTANTS INC. 3 CD DENVER, COLORADO 4 5 J5 B) e. 2 2—#5(B)x8I-0"(TYP,) C? IP X8,- 0 ml INTERIORDESIGN WILSON & ASSOCIATES C C.5 D CD DALLAS, TX C5 #4(B)x2l 0"@24"O. C. x J M MILD REINE RCEMENT PLACEMENT NOiS w � ft co M m Cq ItIn 7 � Cq x :q*m LIFE SAFETY +6&) qd- 5 1 UNLESS OTHERMSE NOfD, ALL BARS SHALL BE EETUALLY SPACED M CIS BCER ENGINEERING INC, % AND PLACED WTHIN CO UMN STRIPS A 30 r326 1 1 -(5 27 ARVADA, COLORADO 3— 03 NJ " (T) AID "(B)" DEIVTI TOP AND BOTTOM BARS, RESPECTIVELY. #5(B)x3 ISHII ---------- 9.0 11� / I I % 26 — — — — — — — — — — — — 3-45(BJ�35 ;;:—T -In In R 3, UNLESS OTHERWISE D, BARS SHALL BE CEN RED ABOUT THE 0 on 32 x 8 . COLUMN . Z > lc� PROJECT NUMBEII 20941 ,00 IC01 141 1 4s PROVIDE 908 STANDARD HOOKS AT DISCON11NUOU ENDS, AS INDICATED. 8 x M 0 x 40 5s BAR PLACEMENT SEQUENCE: Lo 4Ot 1 n 4 ISSUE REVISION DATE IM ro rx A. EAST—WEST BO "'BARS — — — — — — — — — — — — — — — 3—L5(B)x44 CD B. NORTH—SOUTH BOTT M BARS 11 In 7( D. NORTH—SOUTH TOP BARS 00 Sw $_w 2—#5( x1 77777711 1 1 1 1 M MAINTAIN %Y4" TOP AND BOTTOM CLEAR CONCRETE ' COVERS. ff�5(B)x35'— M M 2J5011 0 M to P.On 2—� #5(B)xl 2 \06 10 — 4 , — .0 7 #4(B)xl 0 C= 1 n In rn I n I K %K @12"0,C* . 0 % ell 3— L5(B)x44 '1 .0 ell \In ej I � k I I w= 1 r Ls A C) Iry A4 I I I. 0 a 2 l' I Co 2-#5(B)x8 C) no I (N Cq 111-6" 64 IM A— - — - — - P - - — - — - to Qg4 j4(B)x24'— O"@12" O.C, it CD t4`—_O 3—#5(B)x4(),-f0"6 On e. C*4 3—#5(B)xl 6'.0" J_ — - — - — - — - — - — - — - — - — - C) Q 3 A 018 REVISION #7A 11 /02/07 C*4 It- 7 017 REVISION #7 10/19/07 C.) - - — - — - - — — - — - — - — - — - — - — C.5 M p T C; I C) — — - - — — — — — — — — — — — — — — — — — t + CD 6 015 REVISION #6 08/10/07 00 7 C) 5 014 REVISION #5 05/04/07 C> M F 013 REVISIOI 04/ 12/07 M #4(B)x22'�0"@24"0,C, 009 PERMIT SET 11 / 17/06 10 6" < #4(BjX18'- 0"@24"0* 0 . n I <k I — — — — — — — — — — — — IIIII ! I ; ; 7q , I C) x i I I ,I w W I Lu IF C11 CO, C x M CD M I to i3$—O"L*l CD x CD 15 M 00 %WI 9 A6 on 4— #5(B �60 � C.) X 4—#5(B)x 309—Orm Yja - — — — — — — — - - — — — — — - - — — M C) CD u Lu M kA L)L Do It C3 x C) X ROJECT A6 C%4 0 M A � C) ORTH BY MR 0 4—#5(B)xl6' 0 � cq TRM V IL t It 7 NORTH I K\ � , F� T_ — — — — — — — — pi. N 28 G F e, SAFFhW � f "R 29 m #4(B)@l 2"O'C'I SECOND FLOOR LEVEL STEEL REINFORCEMENT 308 BOTTOM BARS— WEST A2 r r:0AII10II1k,AC0 CO x 3-45(ti LC I U., / TT :On@ 4m0,Ca 71:14(E ) 89 x 9- '" 7 (2 oC* 353 7 7 , T_ 11111 11112 10 14 15 20 22 23 25 27 S2ml5ml 50 OR ADO 13 16 17 21 24 26 28 32 34 41 44 47 48 vemi 29 49 51 0 so man al db 0 RCEMENT PLAC MILD REINFO EMENT NOTES la UNLESS 0111ERWSE NOTED, ALL BARS] SHALL BE EQUAH Y SP CED A CED WTHIN COLUMN STRIPS tS INDICATED. 21 (T) " ' AND "(B)" DENOTE TC OTTOM BARS, RESPEdIVELY. 36 UNLESS OTHERNSE NOTED, BARS SH LL BE CENTI J, THE ever COLUMN' @438 < 4, PROMD 90& STANDARD HOOKS AT DIPCON11NUOUS ENDS, AS INDICATED. ee- a 5, BAR PL CEMENT SEQUENCE, ARS As E - WEST BOTTOM B oil C) Be NOR -SOUTH BOTTOM BARS 4 C. EAS1 WEST TOP BARS D. NOR* *H-SOUTH TOP BARS 00ee d ww" C/D 0 MAINTAI %Y4" TOP AND BOTTO M C L EA CONCRETE COVERS. a0we IUJ A 6mmuil - — - — - — - - — - — - — - — - — - -- - — - — - — - 5( - - — - — - 42 A =4 "@12"0,Co # 1 C) 00 Nee, M man A r4 7 435 ee C— — — — — — — — — — — — — — — — — — CD L . . . . . . ...I reweeqxee . � . . . 434 M ree -89 e0h ,im ID I OWNER/DEVELOPER me ileme .39 - VAIL PLESORTS weemime C:) I —L - - - DEVELOPMENT #4(B)x21 'O"@24"OaCe aft U6 9 a COMPANY I CD 1.90 Eel COLORADO - — - — - — - — - — - - — - — - — - — - - — - — - — AVOI - - — - — - - - — - — - — - — - — - eN4 1 It (B)x38' 0 LO CD mweeiii, rn - T/ . 0 L) Ce.) LO # t(B)xl 4 X C5 500 M DESIGN ARCHITECT 12"OsCa Cq 49 "15 C11 (3700 It 1 . 1 0 C I I I . 5 428 'A C) 8) me C) t #5( -- ----- M LO B)48,- - — - — - — - - — - — - — - — I cq x 'B)x36'-O" 1. 111, 4 me, .......i.,.....I;...... e ,m_ em"I---T.-I......... I. me 49 - — - — - — - 3- #5( 6 4 0 6"0 r 6 r r r I I r li L r _j Denver, Colorado Cs #4(B)x26 -0"@12"0*Ca am 2 it 2- 9 de o0'2#5jB )x12,_ 0aff me xu _u � .N. SIT 3* 2 ARCHITECT OF RECORD 3- 1 t.0" 14 -7 e- we I #4(B)xl6 V5(B)x2O 41-6" B) 2 GLOVER SMITH BODE, INC, # 00 eee . eeee � .j L. . . . . . . . L eiiiiii . . . L . . . I OKLAHOMA CITY, OKLAHOMA M eel @12nO,Co 61 P.O 10 -0 on F 3L5(B)x48 me M CIVIL ENGINEER at C) eee . eeeee = � � . Imeml eiiiie iiiiiiiii eiiiiii — - — - — - — - C� time) I j eeie� L - - iiiiiiie . . . . . . . . -I- memee ALPINE ENGINEERING, INC, 2 n III I - — - - - - — - — - 4D- - - - - p V - I ri'me r V`I to x M 0 36 1 1 9 C co M r A I 366 M CII LO %I 3- #5(B)x32 0 > 4b I u ) OHIO M 01 C) III I I I r I I I I LANDSCAPE ARCHITECT ,111 teem; x x "1012"OoCa S E GROUP X6 \eM4 __#4(B)xl 6' #4 glass M co p 04 NM C.I BURLINGTON VERMONT 77 C) x MATCH LIN 6 1 bo I CK) 8 0 X6 M 3. ' r am I C) em ll � 7 3- #5(B) A I ul x36 0 1 : Irr, L -#5(B)xl9' me STRUCTURAL ENGINEER b gmpo, 4, L x HAYNES WHALEY ASSOCIATES eeeee 4 B x20'- O" 6"@10 13, il- 7' 777M - - — - — - k8d Z� - 1 (9) INC, - — - — - — ........ ..................- - - — - — - — - - JAUB x1 C, (9zu U,L;l 1, I R made Go #6 B)x30,___0"@1O"0.C. /-U ELEV. 0. 4 mx ELEV. 0. 5 -2" HOUSTON, TEXAS 00 2-#5(B) 2'- CIO let u lea ___#5(B)x21 MECHANICAL ELECTRICAL 3- #5(B)x32 I o�� !0& PLUMBING ENGINEER — - — - — - 3-#5(B) 5(B)x42' A4 tat N4 Q7 I'll, I � I it AF ammm ABS CONSULTANTS INC, memememe 0. 0 ,qzR I x36 SW= 4 C) SWII45 - 2-#5(B)x4 on #4(B)xl 0. 0" ju DENVER, COLORADO C I> ---------- we 0 . ..... 5 If 8 5,6 , 4--#5(B)x38'-O C) I Ik INTERIORDESIGN a r 362 CID 1 0 @1 2"'O&CO I I I C) a - Im I leftift WILSON & ASSOCIATES le"Ift, me ( 4 g26 Go C1 CID me CD J58 to I wi M C�) CD C) C) M -#5(B)xlO'-07- DALLAS, Tx x lmee� M me X - — - — - _w— Call /#4( 3)Xl4 OIIIII..Oft me Ci oo eoiteiiiieime, CD vm) _u 0) (J36 V2 I — _L w r 23 A", C) LO 4_ LIFE SAFETY L.� - ............. iteee I I !ImI� 7 - — - — - — mememem 43-#g(B x3 BCER ENGINEERING INC. e. LID me me _F ARVADA, COLORADO x C> on C) C) cs n a I C) 6 a I, me x2l '-O"@l 2"O.C. L x CN cj M III C) C) diieei� me xd 4) (4 7 2) 00 M 9 5 5 a� CD x C3 UY Cq Mt me 6 8"Mb 00 111 0 2 x CD M C) C> C) CD Mitt C) C%4 0 CD x 1 1.10" x Ci M Cq M dal S M aft me 5 M % LO C) le C-4 C) b PROJECT NUMBER, 20941 .00 mail em.ea, C) x x x x x made I .0"emike I I --I - I - I - I t*� M M M M M Rd- WI 41 "1 C.) ISSUE REVISION DATE V5 6 0 114( '�)x20 III 4(B) 24'-O"@24"0*C* C3 C) r 10 1.0" .0" r 01 CD Le 5t .9" 9. V Oil L 10 C%4 7 @202,00C., C11 M - 50-7" e 6 Irl 1 1 1 l 00 11 CO L_ me V5L5(B)x56 2 (10 LO L) 17771 all. C) ----------- Joweekk aft M C) 6 C) A EE x x /r-U 1 2 #5(B) ' me I L5 1.0 2-#5(B)xl2 . . .Iml III #4(B)x10 "@' '4"0 C . . . . . . . . . . .I iiiiiie F9 x12 - 0" \0-& L4(B)x30'- "@12"OwCoj ;Z X L= L�ii 0.0" 1 . - _ -_ -_ 0 1 Ll— I #4(6 )x8 #4(B)x32'O"@12" O*C* (471) I #4(B)x18`_0"@10"0.C. F n Lis 0% tl am 7 @12 4`-0 ree . stam am made C) 353 mm 4 #5(BjK50'-Ow mail 6-#5(B)x25'-O" r 6-#7(B) K25-0" me — - — - — - — - — - — - --rat If x r 6 077 (B)xl 5 1. on 4 M I to A -on I UD I N 14(Y A 5 @12 O*C9 7 - — - — - --)x2"-- 7@24!0 C. sin i 3349 351 � D I l a 1 #4 B K8'—O" -#5(B)xl Ua 6-#5(B)xl5 @1 ; @12 0 made mail O*C* u7) lei - — - — - — - — - — ...... .......... - - X_ U46 9 7 1. 0" 111 oeo Girl #4(B)x11 'O"@12"O.C. -#4(B)xl eam�4� I if 8 - — - — - — - - — - — - — - — - - - - - to - Costs @1 2"06C. #4(B)x22 IIII A -( 2 1 @12" Oece I - pal immamame q=7", C) I In 3- 7=Bxl :2�-O A018 REVISION #7A 11 /02/07 "06ca QL9) 4(B)x24'- O"@24 f4r) x C, M x LLJ �- p 4 r I x 1.0" am F4(B)x22$.On 7 2-#5(B)x6' 0 C.) a (B)x 2 M M 1Z @12"OoCo 1L. 7 017 REVISIOI 10/19/07 x M A- Cm`4 I U de I I C) re) I I \--@ 0 1 1 - - SION #6 08/10/07 (B)ixl 51, on x me 2"O,C, F� CD CD (11#4(B)xl 5 1 C) M (0 0� C) 013 REVISION #4 04/12/07 W)d me aft -6 meme %me.,00 x 1k. 1 1 J4 x 2 901231 1 qi:z C) 7777 x n I X x me M oriiiii, Cl 009 PERMIT SET 11 / 17/06 Mt .0" 77 -#5(B)x2( 3 Id X I 1\6 1 - — - — - - - S I --m - ame Vrme Al 7� me a C63 0" if 16-#7(B)x28 am - — - — - — - — - — C) 77 ------ 8-#5(B)x3 0 #4(B)x9'-O*@12"0.C. 8-#5(B)x L4(B)xl6 me 1 @12"Oect M %, R" EE C miw LJ @12 06 C= eh [!38 1 #4(B)x33 0 C337 (p 0 1 #4(B)x2O,_0"@1O"0.C. .zeI =mmi NORM a 11*� � rate #4(B)x33f-0"@12" act on 4(B)x8 on 7 1 1 TRUE # NORTH @12"OtC. @12"OoCa p #4(B)xB 00 4 -6" "7 4 1 .4002 10 1 77 77 FE. built C C3 , #4(B)xll '. T0"@1 2nOwC* �' olomdo CID I I 3r#5(B)xlO x #4(B)x18'0"@24"O.C. I T I J:� @45 M SECOND FLOOR LEVEL T T 3- 5 -y— .6w— STEEL REINFORCEMENT 5#i3w -I ur -U: B x2f 2-#5 BOTTOM BARS CENTER XdV-0 (Type ) IU458 34 A XX A2 /2\ OR Y51 14 15 19 20 22 23 25 27 28 31 38 48 ADDED GRID LABELS S2ml5m2 III F_ 113 CD � 1 I I I I I I OSADO - — - — - — - — - -- #4(B)x21 '-O"@24"O.C. cn if (g I � . I I I I I I I . . . . . . . . . . . . . . 492 @Z r I I I F _�_I A% I CD I -90 ell CID V(B)x38' 0 C> LO C) x 39513 3700 4 x CS 50 #5M) x44 0 Oki/ upi (L8 7) cq 49 # If(B)x1 4 0.0" 0 12"O,C cIk4 IIIIIIIIIIf . I I. . I.— — — — -1 — — — — — — — — — — — — — — — — CD 5 r r r I I r 8 1 1 1 1 1 1 CD c� It c%4 x m r 9 m m t 4— - 4-- -4 4 - 4 W5 B)48'-O"@16' #5(B)48 @j 6"0 on iC4 'X 3-#5(B)x36 1 A - - - - - - - - - - L 2- #4(B)x26 �12"O,Cw .100 tie72-1 x12 -O C> ST 2 14'-11 " . ON1 � \ \-nL cq 'Ilf"Ifff 3-#5(B)x2O x I 2 IIIIIIIIIIIII.f m 10 _ O" . . . .j L . J L . . . . . J L . .j L L . . j #4(B)x15'-O"@24"O.C. m x our _ � I x Iq I �1 Q F F " � AOO 2 5 B x48 .10" T L J rI a fdffffk . � . . #4( DOC, j x B)x1 9-O"M2m ft m =3 64: 1 1 " 7 a 's _j F - CID m Lo on � % 3-j5(B)x32 LO C) (b 4b I 1 60 r6 6 1 1 m NJ 7) 00 C) �On #4(B)x2O @g4"Os 8 C1 CS1 X X 8 #4(B)x16g_1"@i2"O.C. I C6 00 C3 p L 4! -x C5 -0 FQ 4) 3 1 CD C3 C> _ _ F f', 6-#5(B)xII9 0 06of-O"' fl � l It - _f%I - - - - .1 - - - LO L C3 #4( B )x2O m m - — - — - — - — - LB)xl8s 60@10 IO,C, I ILO FRO 0 If�C 01 m C6 on zut I m I /II1 JR �=4 #6(B)x3O @10"ooco I IIIIf 1 *0 1 1 1 5 00 LO I.C. 00 zu= 0 ELEV. 0. 4 ELEV. 0. a D (B) 2' lj� on I 2-45(B) S6 . U) Nn a 'I -p I I % 479 u A 1.0" ep 0 a 3-#5(B)x32 LZ L5(.B)x2AV-O -0 Lo to x30: - — - — - — - -- IN 1,14 CID < r 11 .0 3 1 1 2- #5( fIIIfl I 0 % I 6-#5(B)x42 I .: f- f III, f ,- k �y I m CD S.012 16 x6'.0 .on 0 V V I 4\&N swsa5 I \\\- 2-#5(B)x4!-O" i/4(B)xl 0 1 1 50 . 6 8 r= ------------ C) _u 0 "Iff U -#5(B) 11 NO 400 1 1.0" 6 @1 2"O.C. ELE Oa 7 W) A &\ va 3-#5(B)x3b CID 00 U5 9 1 1 1 1 4 1. n 2 ( 4 g26 =4 m c:1 C1 C> 4 `IIL ON 1 m m \011 LO 1 5 IZELB Lx2!.Dl -#5(B)xlO'-O" L c) CD x I L- 110 A6 c C3 7 -5 m jN C=) K�J,-3 # (B)x3 L* AI .....................%ilz_ - — - — - —0 1 _8� - — - - - - — - — - - — - — - — - --- r C.) CC> -O"@12"O,C, m x #4(B)x2l ' III, I C� 04 m 00 6 x C> Ok C5 md- (472 C> c; M Js 11 st I r - — - — - — - X 00 c:0 f C3 cm fIIIIII� Vo NO* ED 11 L) Y) 0 JIM ion x m x LO r 5 cy) CD M m CD a I Co ot LO I X C> _qh x =; I I I m m f x 14 CN U5 6 F x X #4j(B)j24'-O"@24"OaCIIf If C3 §4620 X m ft I m on 9 CD CD I 10 0 e- . 10 CD 7527'5,C0 JIM R C*4 7 #4(B)x25 @15"OsCa If 7 e15- g5( ED C) 00 ;& II, 1.0" -7 1 m B)x56 LO 0 1 OWNER/DEVELOPE C) Cp x x I C) % IIIf -ca- _ - - _ _ _ - - � I _ _ _ _ - --I- -ay - — - — - — - -- VAlL RESORTS m C) C) 1 04 ul LO x .1111111111114 $.On 8 al 2-#5(B)xl2 2 j I 1E DEVELOPMENT mj I V- j -.1 1 EL 0, 11 x12 -0" ) - U I 3-#5(B)x r k#5(B) 0* 0'-O"@12"06C m L4 . 0" J4 B)x32 2" 06C6 L4(B)x3 COMPANY 0 (471D 469 AVON COLORADO 09 1.#5(B)xl 2 0 c, 01 �64 B x5C- 35 1#5;A — — — — — — — — — — — — — — - ---4FF) 2.0" 1 1 6-#5(B)x25 @d) r 6-#7(B) <25'-O" WI w. — - — - — - — - — - — - — - — - — - - -- — - — - 41 77— x15 0 DESIGN ARCHITECT L (B 4 f 9. 0 11 A ff. I.Off C) 351 #4(B ,-xl 5 - 0 P. 0" @12"O,C, $�On I I 111, 7 C> ml I T " 7 9. - I- C� 6-#5(B)xl 5 B)x8 LO I (D b- #5(B)xl5 On 12 *Go Z2 9: LO D12" Osco n A m - — - — - — - — - — - — - — - — - x- - — - — - � O" m ZI C=) 2- (B)x12 A 1 11 1 1 A I g3n .... co j if ! I #4(B)xl 1 -0"@12"0. L 4(B)xl Ov - — - — - — - — - — - — - — - — - - - - - -- Denver, Colorado @12"OsCs c I:� ( #4(B)x22'- "612" 0 Cm #4(B)x25'-0"@15"O,C, CD I ----------- b ft x p CD 1 0 04 I.Off 7 E 7(B)x12 I I co �009 r=\./i x ARCHITECT OF RECORD I x #4(B)x22 7 6 0 1 \ & 41 � c.> A 2-#5(B)x6 on m Fb m =w ri @12"0*C, e.,!n- #7(B)x12 ;FIIIIIIII GLOVER SMITH BODE, INC, LO x x 12"O*C9 LO :qh OKLAHOMA CITY, OKLAHOMA m % 10 n I r t CID x 1 0 S: 11 -8" x 7 4 B x1 5'- C> C� 2 u9c4 r CIVIL ENGINEER CD ZvOoCo IIIf I )x 2 1 11 465 9- j5(B m C� #4(B 4 M64 M Lx3 L- OT" I ALPINE ENGINEERING, INC. old- @1 - - - - — - — - — - — - - VAIL, COLORADO X6 x m fIIIIIIIIIIII, - — - — - — - - @mm x 04 L) 2"O� LO ,\6-#5(B)x2l3 .000 50 d - - — - — - - — - — - — - — - - LANDSCAPE ARCHITECT 771r 17� ___cp)p M C, C.3 17 S E GROUP - #7(B)x28'- 0" A BURLINGTON, VERMONT ICA — - — - — - — - — - — - 7 — - — - — - STRUCTURAL ENGINEER 104co 8-#5(B)x 32'.0 8-#5(B)x3 0 #4(B)xl6 co HAYNES WHALEY ASSOCIATES, I @120'OoC6 x 777 m - — - - - — - — - - — - — - - — - — - — - - — - — - — - — HOUSTON, TEXAS L 777/ B)x33$.on _ .I "M 1@12 OcCo F� #4(B)x24!- "@1,5"o,c, PLUMBING ENGINEER F` IT 1 2 0� —1 #4( ABS CONSULTANTS INC. 777 x m DENVER, COLORADO #4(B)x33 -01 #4(B)xB 9�0" �.On 4 .8" #4(B)x8 �O" #4(B)x8 7 7 INTERIORDESIGN @12"OoC* @12"OoCo WILSON & ASSOCIATES 5 in DALLAS, TX 2- #5(B)xl2 9.0" LIFE SAFETY uuu BCER ENGINEERING INC, 3r #5(B)xlO C5 @6 0 t.on 4 D61 #4(B)x22 0"@1 5"06C, ARVADA, COLORADO 2 # r �if — - — - — - — - — - — - - - - j5(B)x12 F1 - — - — - — - — - — 3-#5(8 x22 0 #4(B)x22' ON 458 C.) @12"OeCe PROJECT NUMBER, 20941 ,00 c; X V4(B)x30'-O"@15"0.C. m I r. ISSUE REVISION DATE C1 1 1 7CD ft I 1 00 C) 04 #4(B) 1xiO`-O"@12"O,C. III " I x x m C*4 0 C= m m 3 A2 x 6 A #4(B x1o, 6" ( 0 LO m LO it4 B)@12"0*Ca @12"01C, 7 z4h 2- "#5 LL x4 - 0 s Z� 2 X12 -0 A $.on 2-#5(B)xl2$.On 3-#5(8)x36 7 MILD REINFORCEMENT PLACEM' ENT NOTES 7 C> S Oo 4 S 1 . UNLESS OTHERWISE NOTED, ALL BAR SHALL BE EQUALLY SPACED 71- 6" 4 LO If mo r� 4 IZf I 9-f5(B)x3O x AND PLACED WITHIN COLUMN STRIPS AS INDICATED. � 0 - — - — - — - if 20 (T) AND "(B)" DENOTE TOP AND BOTTOM BARS, RESPECTIVELY. _7�� f7 I on I / 3-#5(B)x36 E CENTERED ABOUT THE IV ; F 3a UNLESS OTHERWISE NOTED, BARS SHALL �5" SW=7 #4(B)xB$.on @12"OoCo EEE COLUMN. P9453 14(8 x1 6$.On C) 7 x 018 REVISION #7A 11 /02/07 4, PROVIDE 906 STANDARD HOOKS AT DISCO TINUOUS ENDS, AS INDICATED. (924`0eGw C-4 m 4g " ml 51, BAR PLACEMENT SEQUENCE: Lo 7 017 REVISION #7 10/ 19/07 CD CD a X * I LO LO C> M It 6 015 REVISION #6 08/ 10/07 B. NORTH-SOUTH BOTTOM BA I I I IN C. EAST-WEST TOP BARS m - — - - - - — - — - — - — r r A. EAST-WEST BOTTOM BARS RS rI D. NORTH-SOUTH TOP BARS 013 REVISION #4 04/12/07 MAINTAIN Y4" TOP AND BOTTOM CLEAR C NCRETE COVERS. I I I I 009 PERMIT SET 11 /17/06 7 .3" 7 L* C.) a C's CD a on C1 a I 114(B)x25 r C) C*4 - — - — - — 00 1 Onj @1 ED #4 B)x23 2eo.C. 2"OeCe C11 C) m st co CN to cq I x x 45 7 m m CD 7 C3 59-6" 49 m CAD 49 x C5 M V;c co R, E ofIIIIIIII� I #4(B)xl 41-0 04 --- ---- 4-#5(B 4&B)x60 (44q f r�l Yq � 446 NIP x HSS6x6x% I �� " W. & v 4, j TRUE NORIM 6 )XI44 - V I - N3 =L.4 �h_ r _N !6 7fff 17 7T c D, " Im.0t r' olc) mdo I MIR q4_ 44 of L: on L (B)xxi 2 ui K20$.on f m O'C' 2-#5(B) 12 e Z: "1111" 14 44 & 2"Oecs 1 6 HSS6) Sxmh SECOND FLOOR LEVEL I I / STEEL REINFORCEMENT I.On on 5-#5(B)xll BOTTOM BARS EAST ppp L r r99 72 x 0 IS 2ml5m3 28 38 42 50 61 62 61 61 xi T AD #5(T)x209-00@18"O C. .0 LL � Des 6- #5(T)x24 ST 2 #5j) 2� 9 .0 X8 x _u 8 30 j IF.'3 L 00 - — - — - — - — - — - — - — - — - - — - — - — - — - — - — - — - — - - — - — - - - - — - — - — — - — - — - - - — - — - — - -L - — - — - — - - — - — - — - — - — - — - — - 8_' ;5jT x489-00 I 1 0 80100"600 p � I J ISSUE is L 36 r c I:) C) ? I C%4 04 '00 a3w GROUP MATCH LINE x S 04 FWX f x cq F_ T LO on Go 00 6-#5(T)x24 Go 6- #5(T)x24 - - — - — - — - — - — - — - — - — — - — - — - T- - — - — - — - — - — - — — - — - — - — - — - — - — - — - — - — - — - — - — - — - - — - — - — - — J A @63 7 D 2-#5 T) -- - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - - - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - X8,-O C> 77 77 --6--j5(j)x16 ........ 00 - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — — - — - — - - - — - — - — - - - — - — - — - — - — - :r C) - f-x-2-d': -0 413 1x III, I 546(�) - I 2 W) ( 561 1 st Q5J9 C> CD (358 to C I C ) x LO 1 2. ^" 0 2 2 7- 6Z r ===1a=I r 77�7!71 —-- -- - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — -- - — - — - - — - — - — - 4- - — - — - r _jLTjx38 u L x x 423) u-) - - — - — - - — - — - — - - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - - - -7 — - — - — - — - It w - r X 0 2 1 �n L5( x24cm-O" L C) CD 0 -0 LO I L Q6 CD c%4 CD x cq x 12� 6 7` a — - — - — - -t - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - - - — - — — - — - — - — - — - — - — - - — - — - — - - `7 T)x24 Lo 0 7 2 CIO (3560 IN =4 L #5(T)x2O 7 ri.-t5( x32 t. 0" - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — — - — - — - -- - — - — - — - -L - — - — - — - - — - — - — - — - — - — - CD C) � 1 x 7 U5 5 2 Z L I I A C.3 $.Off 8-#5(T)x24 oc x C5 cc - — - — - — - - - - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - - — - — - — - % f 0" co LO 00 49 � 8 - - - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - - - — - — - — - — - — - rammammam ram" #5Mx24 9.0" =ft: A - - - - - - lam - — — - — — - — - — - -4 - — - — - — - - 2 t Z7 x CS III I I . . . . /2\ 7v-2vv � 00 LO � 1 1 L, 59- 0" 1, 5 6-f5(j)x2 C) 6 #5M- - 41111�, � - - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - - - — - — - — - — - — - - — - — - — - --- — - — - — - kitiki I - _4-45 00 x28 4459IW57� ' - — - — - — - — - — - — - — (349 z 351 - — - — - - - - — - - (42) - — - — - — - — - — — - — - — - LO — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - If -- — - — - — - — - — - — - — - — - — - — - — - — - — T- - — - — - -t4--Lt Lx2,VII- - — - — - - co CD 4J6 OWNER/DEVELOPER �A �o 7 00 r NJ VAIL RESORTS Q J48 �090 14-L5( x2 DEVELOPMENT — - — - — - — - — - — - (T)yqn1-n" A COMPANY Z2 #5(T)x2O - - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - --t AVON, COLORADO @1 FUTace C) 00 cq LO x Mum Asa �2 co CD #5(T)x16'-O"@18"Oad4 2 X 2 # DESIGN ARCHITECT If U41 ca �0" ll -#5(T)x24 j.Qx2 -0" lz� 41 V I �0 2 V LO L0 - - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - - 8-#5 4 40 F x A Lg.\ Ill \A\ Denver, Colorado P (41511 �Bj #5( x20$.On @18"OOCO LO TYPICAL COLUMN STRI FOR 9Y2" THICK SLAB 1 04 FACE OF COLUMN ARCHITECT OF RECORD 21 1 GLOVER SMITH BODE, INC. 00 i P8 _ _ T T Malawi OKLAHOMA CITY, OKLAHOMA LL raaI 4 5(T)x33 - -- ------- - a - — - — - — - — - — - — - — - — - — - — - — - — - T)x24 .(9 .0 1 E E 9-#5( 9-#5(T)x24 8- (T)x24 Li Z.7.\ 4 -fa. =7 2 7 ALPINE ENGINEERING, INC. VAIL, COLORADO x CD 00 LANDSCAPE ARCHITECT S E GROUP C*4 #5( .0 on #5( x20,- 0"@18"O. C. 1I BURLINGTON, VERMONT , )x7 6" #5(T)x9 @1 0 @12 09ca 4—p� 1 )X1 b at T — - — - — - — - — - — - STRUCTURAL ENGINEER It 415�� $. on 2-#5(T)x8 1.0" HAYNES WHALEY ASSOCIATES, 10 #5(T)xl8 A INC, @12 O'C' - #AbljlxJ4'- O" Ae 7 Ja rr 9. 0" HOUSTON, TEXAS 00 @12" O,C, 4-#5(T)x28 —17 179= A , 2- #5,(T) 1 (4-14 9 � 0 4-L5 X19 X4 - — - — - — - — - — - — - — - - . . . . . . . . - — - — - — - - - - — - — - MECHANICAL ELECTRICAL x OR x - 0 2-#5(T C) BODE 1.011 2-#5(T)x4 ABS CONSULTANTS INC. 3t X8 DENVER, COLORADO ci 05z� 1 u 8 71 0 40 C) .0" 2 12 X INTERIOR DESIGN MI LD'R' mEI NFORCEM ENT OLACEMENT NOTES WILSON & ASSOCIATES 0 .. 0 C) C%4 x & DALLAS, TX 1 . UNLESS OTHERWISE NOTED, ALL BA S SHALL BE EQUALLY SP CED \0 AND PLACED WITHIN COLUMN STRIPt AS INDICATED, LIFE SAFETY 4� c%I 12 L* I LID x %4� 2a. T) AND "(B)" DENOTE TOF BOTTOM BARS, RESPECTI LY, BCER ENGINEERING INC, on 326 27 1 0� 011 ARVADA, COLORADO 1 0 BARS IHALL BE CENTERED ABOUT , IHE C) \00 ft #5(T)x40 3-#5(T)x2 3a U LESS OTHERWISE NOTED, ll -#5(T)xlp - — - — - — - — L -9-#5 T)XMI=T - — - — - — - - - C UMN, CI C) aa LI� �cq / I C> 7 CD 4* PjOMDE 908 STANDARD HOOKS WDISCONTINUOUS ENDS, A Oje 2 S INDICATED. a -I � CD M 0 x x co 59 BAR PLACEMENT SEQUENCE: PROJECT NUMBER, 20941 .00 C> C) \0. x (D A. EAST-WEST BOTTOM BARS to #5(T)xl2'TO @18"OoCe I B. 1NORTH-SOUTH BOTTOM BARS ISSUE REVISION DATE WIP L4/L5(j)x44 .0 O(T)08 0"@18"O*CIa C EAST-WEST TOP BARS -C3 NORTH-SOUTH TOP BARS '�:W Lammamat, D 7-L5(1)x 3 5 /9�t4 2-f5(T 11 22' 0" _18�J\4 � e 8 MAINTAIN 3/4" TOP AND BOTTOM CL AR CONCRETE COVERS. do SW YO LO \04 5(T XIQ 1. 0" /- 2- -#5 F) 9,"#5(T)x36'-O" 8 017 . 0 4 00 6 "mal xi 8"06C "I I 2 # C�l jf5(T) 4o x12 - 0" C=) W4- C) r= 00 C) 1.0" 22 X I -6" Z4\ 8 -#5(T)x44 X " C � Li 00 on 8-#5(T)x48 IQ15 - — - — - — - — - — - — - — - - — - — - — - - - — - — - — - . .........L ...... r al — — — — — — — — — all Lammas sammaj I g4) C) 15- #5(TI) A91 12 I I L I 2-#5(T)xl2 EMISSIONS --- U1 I V/� I I C4 0 lot co )x 8'-1 st F- 5- (T)x24 co X C) ic"I C) 018 REVISION #7A 11 /02/07 .0 x it all, x e. MI I - - - - - - - - - - - - 3, - - - - - - - - - - - - - - - - - - - - - - - - - - C) r LO 7 017 REVISION #7 10/ 19/07 I CD 1.0" t — — - — - — - — - — - — - A I 8- #5(T)x2O 7 /6VO15 REVISION #6 08/10/07 C) UO3 &014 REVISION #5 05/04/07 t* C= 04 1 CN I x 00 013 REVISION #4 04/12/07 LO C.) a 7 009 PERMIT SET 11 / 17/06 C) AI co C) CD C) LO 10 CD M I I M CD < ca 0.0 co I I Nam C> co 0 01 00 5 (T)x rj I x >c 2 CD Lu c� C= C) C) (0 L0 C> 'to cl X !Q U') LO 00 x I p �2 C43 tqd- CD I 04 x I I __ 1 'L' L' X c) 1 04 x LO 0 C*4 C.5 LO r CN CN P. on x 00 00 12 x CD X CO "alia! LOP LO a bc= ull \0. 2- F5(nx52 304 x M1( C06 ) 12-#5(T)x38 I �p I.> Q I ma& 30 7 #5(T 60'�� CII U " cj C5 2-#5(T) C*4 C.5 x x x w at 00 `�IIIIII7 4�%I p P XE 0 0 ,fIIIIIII. op P at 6#5( 21 \0 W) � bo i bo FEa Lamaism L Imam at 47 x/ 4 7�-#5(T) -Cr "aammak - — - — - — - — - — - — - A ' Eb � t Colorado KE a Isr ! 1 1 7 1 1 1 SECOND FLOOR LEVEL STEEL REINFORCEMENT 308 TOP BARS WEST t XN ST x .0 I718� F 7T771 0I rlC361'4 LO Ica FIL!, 44WT x24 9-0' 7F S2sl6ml 2 101 192 10 14 15 19 20 22 25 & 50 n12 17 21 24 26 32 34 41 44 48 .000"ookt. 56 3 49 51 ? a ;gpo 29 0; L r Z01VAL Vie 2 VooI > 4 4 2 VA ooii6 -A loo 0000 loo' (D 110"' oloo 2 m oio "oo opo"i 1:Fr - - - — - — - — - - - — - — "Voo- — - — - — - A #5c 1 A 6 c 442 . . . . . . . . . . . . . . .0 441 0 =4 14'-0" oil mcJ E 2 x x A oV oo C> I x b 2 X ul LO 2 00 (D to r ZU: s #5(T)xl 2'-O"di 8"O.C.1 A .......................... 435 Do VVVVVVVVVV -1 - — — - — - — - — - — - — - - - — - — - — - — - — - - - — - — - — - - — - __Aj5LT AV -------- - — - - — - — - - 7� 5-jE UTF4 Oo j _ .T _F � 7 . . . 4 L J 7 -89 OWNER/DEVELOPER 1 p 319 00 FACE OF COLUMN A qct 0V I TYPICAL COLUMN STRIP x 0. 0"m 6"0 PO D FOR 9Y2" THICK SLAB VAIL MSORTS /`oN f 7 Lt�zr LO oV mh:t I I I v___ Y' r r T T - 12-#5(T)x2O'- O" DEVELOPMENT 0" U31 U6 9 5 T x24'-O 1 x24'-O 777, COMPANY 2) C2 9) Q!0)' r i - - — - — - L 6-45(T)x2b±��Ot 81 x16 - — - — - — - - 90 - — - — - --(JE1 AVON. COLORADO rj .... .......... .. . C.) CD 01 --p cs co --a- 500 DESIGN ARCHITECT C) C�l x 49 . . . c:3 0 cl) A C) 00 "Rd- C> Zm?V. 0 w, r A r x 00 C) C) I CD C> X re*.) t;� Z.6\ 00 x co p L5 I ' 368 x 1LjgLx2O'-0" I I VNI %1.1; - oo`V` 21 C1 00 t on 40 .on I I I I I LO x12 xi718A- 5(T)x24 on I LO V� Q w- j #5(T)x420-0"@l 6"O, �, r I if N 5 T x X I . %4%. C3 - — - — - — - - — - — - — - — - — - — - — - — - 9.0" CC 36 S 5 4 3 i i i, C5 7 2- #5( ) Denver, Colorado #5(T)x22'- O"@10"O.C. co co 9 — - - - — - — - — - — - K r x1z _ u x 11 6 cy) VVVU I C=) #5(T)x2O'- 0"@18"O C, x 6- #5(T) 17>000* Lo x24'-\O" 14: 00 =#:: ST 06 2 1 ARCHITECT OF RECORD 17 - #5(nx24'_O"@10"O.C. X I I I GLOVER SMITH BODE, 2.#5j) 2- 00 1 -0 Viiiiii . . . . . . . INC, X8, x1t -V X10 -0 OKLAHOMA CITY, OKLAHOMA f 2-#5 T) 7 - L7(nx48 on 2 #5, T) 3 x xs'-O 8-#5(T)x48 m ALPINE EN EE NC, . . . . . . . . . . . - - - - - - - - - — - — - — - — - — - — - — - - llo� F= C) ON VAIL, COLORADO 6 C=� LO (A6) I CD 2- #5 T) 6-#5(T)x36 1.0" co C) C� a C, p mi 0 _u x C) C> A 89.5" 401 S E GROUP LO C) BURLINGTON, VERMONT 7 x x1Z -u C) I - ip mommi VOWED mm� Pf 12% MATCH LIN iiiiii C44 I >c: / v___i 1. 5( ) x ,,, x c'4 x c er -4k )I Q 6-#5(T)x38 co on 9.0" 7- #5(T) (19' r f 9-#5(T)xl6 Lo I I I I HAYNES WHALEY ASSOCIATES 00 00 1 6- WT x241- 0" 14) CON 427) 6-#5(T)x24'-O" xt$ _u a (6 00 10 1 INC, ----oVoVVVo, I #5(T)xl 4 on m c%4 F — — — — — — - - - - — — — — — - I C) x x Y, c6 #5(T)xl 4 1.0" 6C* #5(T)x18p-6"@1 0"Ooc HOUSTON, TEXAS ELEV. 0, 4 �X ELEV, 0. 5 ---------IV — 1 A Vvo� 7 D63 co :f I �y UM50co 2 12 LO MECHANICAL ELECTRICAL C.0 2- #5(j) I L / I 1 2-#5 T) PLUMBING ENGINEER x8'- O -9---#5(1 � z Loo mong ---6-#5(nx1 6'lon _u 47r% 7, 1 1, 1 ABS CONSULTANTS INC, X4 00 1.0" - — - — - - on Cp - #5(T)x38 8-#5( )x42 6 c I D T)x20' 0 413 SY =4 6 sv 1=5 a k\06 amommi go 2 C) I co It r n I 4TERIOR DESIGN F 2 VVVV 1 VV7 e.. CD C� '0) x m I J x " Vx WILSON & ASSOCIATES C) 0, co x 2c Yc 9) Xri�a 2-#5 T) �/ 8'. 59 V Z2 ( 358 x C) DALLAS TX Cp LO X 8-j§LTLx1 2 K3 F_ 9.0 LO X8 ,V CD 5LTjxa82 C I L42231' iffl, LO ca X x C5 S: co ro a x I _O 00 0" x 12-#5(T)x24! 5( x24 (T)x36 0 05 Vat_ C) 40 1 1 1 I \0 oj BCER ENGINEERING INC, or 12- # 4- X CD 2. #5(T z x8'O T LIFE SAFETY 1 / 00 9 VV 1:� I I 00 1 2 - — - — - — - — - ARVADA COLORADO c� 10 110 ioww7 OF X V) CD co Vw L r%io I I .on CF3 U**l ZU C) CD c= �02 uV` LO x C5 T r7Tt6t!qWT)x24 x 6 UY 2 PROJECT NUMBER, 20941 ,00 7 LO A tu 9 �Iz CIO 2-#5(T) 15 I C) x12 -0 5 60 ISSUE REVISION DATE C=) 1. 0" L #5(T)x2O n I 1 7 6.-#5(T)x32 x w 7 5*16 -0 I.On 2 c3 7 A I I - — - — - — - - — - — - — - - - — - — - 5-#5(T)x56 m I & m 1810,C 0, C> LO z I 1 2 1 ritz: ... 0" 1 8 L5(j)x2O 00 1 V r C) I C> u 5 2 m 7 LO /2\ CD A (.0j 1 c� cc : co 1c ) 8-#5(T)x24!-O" . &r%(T\wf)A'.n" V a I - - - - - - LO C) 71 t '� d 2-!5 T) -#5( xl2' 0" z cc - — - — - — 00 471 0 A2 00 77 M7 2-#5( ) LO 7 00 VV7 4 11 2 x12 - 0 7 ...Tw 00 S I I 59-0" 1 (3 5�3, 1r63-i#5( T)x2 1 (4 2 D1 t 8S461T)x32'-O FF 0" 8- 15(1)x2O 8-#7(1)x24 - 2- (T)xw 45Mx20!-O!— - C) Lj I -Z-- r77— - T '4o 7 �C;p co c*4 P�= 14#54445 x VV'111r'r_'.,_V_VVV.._........I- Vom x x28 0 1 1 7=777 co C) Lamm 9 (L ul - — - — - - - — - AD- t #5(T)xlo LO Ij I I loo� ="t u 11 @12"O,C, �01 4— 1 — — — — — — — I j __9 ILLM!24�- 7 2 1 1 ;. I : � co A I - — - — - — - — - — - — - — - — - — - - - - - - _ - — - — - — - — 2 1 C) `�U46 4��471 - — - — - - L 8-#5(T)x32 2 9.0" 8-#5(T)x32 T NJ c%j x U4 8 00000 - — - — - — - — - — - — - — L - - - — - — - — - — - — - — - — - — - - - - - — - - — - 2 somma A MINIMUM WIND dommo am,20 .0" 1 5(1)x24 19 C) I LO A2 AAA"� IV 3-#7(T)xl2 - — - — — - — - — - — - — - — - 11 1 V� I 7 x 9 " A C3 m I I I '& 2-#5(T)x6 .0 iz I / I 11 #5(T)x20 W440 I I C) is #5(-Ox2Ot-'rO" C*4 7 017 REVISION #7 10/19/07 x @I 84100ce @180000co #5(T)xl6,- o"@lE 2 /10/07 2 A 6 015 REVISION #6 08 r"oo. 3-#7(T)xl2 LO LO jf5(T)x16'tO 7 #5(T)x16'-O"@18"O.d. 1 2 $.on z ro x 00 2 #5(T)xl 6 x 013 REVISION #4 04/12/07 o0o"i @18"O*Cm op a F— oi..woo C) cl @18"O'C' Ln (; D ;1 / I %4k owe v0C41 3 009 PERMIT SET 11 /17/06 ll -#5(T)x24 9.0" x §-L5( x28'-O" 777, —ii-16,momi up) L41 6) rj , %7�N 8- E( x22 8-#5( x22 -0" - — - — - — — - — - 2 F _ - r A C�l #5(T 24!-O"@18"OoCo - — - — - — - — - — - — - — - — - — TYPICAL COLUMN STRIP on 2 (415 8-#5( )X32 8-#5 T)x32 on C%4 FOR 9Y2" THICK NLAB FACE OF COLUMN I x . . ............. r r 7+ MILD REINFORCEMENT PLACEMENT NOTES �mo^koom 71;zl� 000oo e. 2 1 1 _1i R E L01 7 00 4 ESS OTHERWISE NOTED, ALL BARS SHALL BE EQUALLY SPACED 3 8 - - - - - - - T T 33-:7 oo 4-#5(T)x33'-O" I r .0 j — — — — — - -- PLACED WITHIN COLUMN STRIPS AS INDICATED, .0" 21 � 3 Ppojwr 9-#5(T)x24 p 8-#5(T)x24' 2o (T) AND "(B)" DENOTE TOP AND BOTTOM BARS, RESPECTIVELY, 2 FE9� '2 TRUE 3. UNLESS OTHERWISE NOTED, BARS SHAH BE CENTERED ABOUT THE NORM I OLUMN. 7 r I rEbtfllt Colorado Go ri, 4o I, ROVIDE 900 STANDARD HOOKS AT DISCON11NUOUS ENDS, AS INDICA Do 7777 5, AR PLACEMENT SEQUENCEO oo #5(nx20,-o"@i 8"O.C. 11 . EAST-WEST BOTTOM BARS . NORTH-SOUTH BOTTOM BARS C45 3) 9-#5(T)xl 6 SECOND FLOOR LEVEL I . EAST-WEST TOP BARS $.On 2-#5(T)x8 NORTH-SOUTH TOP BARS STEEL REINFORCEMENT 1 ;1ey' 7 - — I I � AINTAIN :Y4" TOP AND BOTTOM CLEAR CONCRETE COVERS. 458 8-#5( )X22 on TOP BARS CENTER _V1 4 LL _-L T)x 40 1 . . :; CD 8 - \_@ \4xx) A2 \owm,� ADDED GRID LABELS Y51 L S2m16m2 14 15 19 20 22 25 27 28 31 38 48 c� L 04, 1 00 lt 3" FACE OF COLUMN x 7 TYPICAL COLUMN STRIP THICK SLAB (491) ul FOR 9Y2" A , x '-O"@l 6"0 RIMMED - - - - - - 12-#5(T)x2o It on II.On I L . p4-filiff) E� rl 15L5(j)x24 15-#5(nx24'-O" I I I I I I aefi V x-241musub' 492 rf 8- #5(T A 6 -90 UE1 Pfi� SIAMESE V//- C.) C.) — - ----------- - — - — - — - — - C> X C> fififiefifile x I co Do C) F0 a 1 1. � . . ..1 r. . . 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(T)x36 8 2 4= CD cn re%_ 10 r — - — - — - :[MEN c� XCI - — - - — - — - — - — - — - — - — - — - - — - CD co I �012 It co 9-#5(T)x2o X x CD C`%4 cr) X 71 -1 QL Uy co tj 472 1 1 CD IN X to t 3 LO LO 1 1 1 Vo NO* 0 m LO C3 cn Z* 00 C) LO �j fe� Co C) 2-#5(T) I x CID co x12 -0 A 6) x go 7 P.0311 x Mimi BUB B.-#5(T)x32 r la i 81 'a I 54A 6 LO OWNER/DEVELOPER 1 7 .1 Z L -1 � L0 - — - — - - - — - — - — - 5-#5(T)x56 I a Q x 1 0 8106ce OP c 1 .0" a I m I AsI ul 8- 5 T x20 00 C) I I r III 00 _ _ _ _ I - — - — - - - — - — - — - — - — - — - — - LRE 0 S IN " F ifiam I I x 9.0 u 7 2 #5(T)xl6 I co coefifififififie, -7--- -- - j C.) 2.#5( A 2' 0 DEVELOPMENT x 6 to (TY4 LO EL 0, 11 1 x x C5 0c t �ca C3 00 C ) 00 on 2-#5, T) COMPANY V) 00 8 D71 I.- Ifi- a 11 2-#5(TV) 00 x8'.0 a Ilk 9. 0" um) 469 9-L5(nx22'-O" _ AVON, COLORADO cj -40T)X . on oRj 3 (4 FF (35 A2 I L I 29W - — - — - — - — - 5 " Z N L I j - __:mLl . fiofisfififiee� x2 8 T)Q2'-O 0" 2-j 5 40n (L2 1) (Tw — - — - — - - — - — - - - Fs-#5(T)x2O 8-#7(T)x24'-o -- — - — - 6- 5mLz-_T_ - - — - — - — - I - — T — - — - — - — - — - — - -6 CD 4:1t a1Z 4 -==J1 7, 7, 77/ i DESIGN ARCHITECT LI .on C) It 351 - — - #5(T)xl 0 1 C) @1 2"OoCe 26 1 we z A Ok I I I I 7 #51 T)x1 2 1 2 X 2 - — - — - — - — - — - — - — - — - — - - - — - — - c; -ep - - - — - — - — - — I _ I- - — - — - — - — - — - — - — - — - 2 8-#5(T)x32 0�019 4 40 11 8-#5(T)x32 - — - — - — - — - — - — - — - — - - - - - — - - 4 - — - — - — - — - — - — - — Denver, Colorado Co 1 1.011 Moslem seem sm"A' Immom 3-#7(T)xl2 F x A2 7 A 2 -ron FACE OF COLUMN TYPICAL COLUMN STRIP GLOVER SMITH BODE, INC, @1 8"Ooce #5(T)xl 6'-O"@l 8"06C, h5( 1 )X1b -( I, II I #5(T)x2O 2-#5(T)x6 1. #5(T)x2O' ARCHITECT OF RECORD on 2 On CD CD FOR 9Y2" THICK SLAB OKLALHOMA CITY, OKLAHOMA 2 2 3-#7(T)xl 2 to �O re) x A - - - - j _ _ T _ _1 T _ 2 2 #5(T)x . 0" A2 #5(T)xl6' 7 2 16 @18"06c, A2 CIVIL ENGINEER C) @18"0* Cs ALPINE ENGINEERING, INC, 11 -#5(T)x3O P— - — - — - 4Z-j2nx22L--T 6� 3 2 1 :t A e VAIL, COLORADO 00 mm 8-#5(T)x 2-L5(T)x1 6'-0* 28 I .On I on 1.0" 1 1 777. — - — - — - - — - — - — - - LANDSCAPE ARCHITECT . 8- #5(1)x22 C413)[ 6�1 3� 8-#7(nx22 I r C) S E GROUP BURLINGTON, VERMONT 2 - - — - — - — - — - — - - — - — - - — 01i Ij - - j - t — — — — — — — — — — — — — — — — — -- _T J I #5(T 24"I-O"@18"Obco to 1.0" STRUCTURAL ENGINEER (41�5,0 8-#5(T)x32 9.001 i r I I T)x"2 0 HAYNES WHALEY ASSOCIATES, p 1777 OD el....fix, - - — - — - — - — - — - — - — - — - 7 - — - — - - - - — - — - - — - — - — - — - -- HOUSTON, TEXAS C) 2_0 I 00 e% I 4-#5(T)x33 4- # T)x33 2 MECHANICAL ELECTRICAL I I F C=) ,A It 7 _j 7/1 ABS CONSULTANTS INC, 2 C) DENVER, COLORADO 7 Rid- INTERIORDESIGN 04 X WILSON & ASSOCIATES 01 9� DALLAS, TX #5(T)x' 12'-O"@18"O. 9- #5(T)x24 . 011 - — - — - — - — - — - — - — - — - — - - — - — - — - — - — - — - LIFE SAFETY BCER ENGINEERING INC, UUU 9-#5(T)xl 6 9.011 461 4- #5(T)xl8'.' 09v flege) 111101i ARVADA, COLORADO -0 - X03II-O" N�,� - — - — - — - L — J�_C5 T)L2A - - -5- P(TI - — - — - — - — - - fiI� - - — - — - — - — - — - — - — - — - 1.019 r 8-#5( A2 PROJECT NUMBER, 20941 .00 CD C 6 1 =7 77 7 I co co 04 to c� I x C=) ISSUE REVISION DATE I x X It I Ll #5 x16 -0 CD CD 2 2 X JA @18 0 6 A I *,It 2 I 1 00 x 2 x C> CD , 1 mi LO LO 1457 J5, T) 8 =#5(T)x4O'-tO x4 -0_, _ . . . . . . . . . . . . . . I p . - — - — - — - — - r= MILD REINFORCEMENT PLACEM NT NOTES T3-#5( xl2'-O" 1 UNLESS OTHERWISE NOTED, ALL BARS SHALL BE E UALLY SPACED #5(T)W 6 1� 0"m 8"O*C6 3-#7(T)x5O 9.0" I.Off AND PLACED WITHIN COLUMN STRIPS AS INDICATE[ 117� 2-#5(T)xl2 X Ifie 14'-6 (T) AND "(B)" DENOTE TOP AND BOTTOM BAR 2* 0 1 RESPECTI�LY. _4 1--, 2 � q 1 9�011?1 2-#5(T)xl 2 3. UNLESS OTHERWISE NOTED, BARS SHALL BE CEN RED ABOUT THE cz) fie COLUMN , 14 2�6" S 0, 4 0.0" C45 6 c 00P #5(T)xl 8 1.0" 4s PRO\nDE 90* STANDARD HOOKS AT DISCONTINUOUS ENDS, AS INDICATED. ll - #5(T)x20 I I @18fieO4Cw - — - — - — - — - — - — - 5* BAR PLACEMENT SEQUENCE: 1 v. I I ==177A - — - — - — - — - — - — - — - — - - - - I A. EAST-WEST BOTTOM BARS 8- T A Be NORTH- SOUTH BOTTOM BARS 11 -#5(T)x50 SWm7 C. EAST-WEST TOP BARS 2-#5 018 REVISIOi 11 /02/07 �om T) D. NORTH -SOUTH TOP BARS C> 1.01111 -#5(T) .0" 1 9- #5(T)xl .0" 2 X8 x8'-0 C41i)51 1.0" MAINTAIN ;Y4" TOP AND BOTTOM CLEAR CONCRETE iCOVERS, 00IIIII � I 6-#Z(nx26 I C= M . 7 017 REVISION #7 10/19/07 x 11@ — - — - — - T— - — - — - — - — - — - - - -� - — - — - — - — - — - — - — - — - — - — - #5(T)xl6 9. 6" 1 1 1. a / 10/07 CI Iwo 1 _6 015 REVISION #6 08 cj ir, 9 bc, 2 ewd- 0 013 REVISION #4 04/ 12/07 x U*) 009 PERMITSET 11 / 17/06 fie co �b x x 00 2 1 A 1=e' 7 INS to 2 CN 2 x miltz 9 r on CD C> 1=% #5(T)xl 6 8-#5(T)x22 @18"01 C%4 — - — - — - EZ: x x UKKK .....31 8 rf fir)ifififiei osfi 0 CI -3 - l- 1,3, 2 -52 LO LO J� C) tt4k 7 :*: C) D A2 ' I x ob 12 x &22 x LO x I on 4 x 00 LO to Nx LO fie 9.029 KA4n�N'18-#5(T)x26 #5(T)x36 4z C)t CD PROJECT NORTH 8_j (T)X514' 0 REVi V g. D BY - — - — - — - --- I 'k 04 NORTH x 1 L\ L 2 LO 49 'ff U , I F/ ego 9-#5(ql AeLU _%j 4 9.0 1 FEbijlit PnIrmn %_ 1qI I A Lul 2- )x12 ( I Remissness X 445 usummom! SECOND FLOOR LEVEL j I Se /2\ STEEL REINFORCEMENT TOP BARS EAST T " \\\--4ppp) T It Z� T�x2-06 F b90 =JA7�t=:- fh 502 4 4 d�9 61 A 28 42 50 Alm 6 3 61 62 67 69 S2m 17 21 23 24 29 0 r 09'-1 iY2 12 . $.on 9.0n 1.11) 1 OY27 12*-50 14 120-5= 10 �11 ' 14 .0ho 89 129-5a 14 110-4-P -3w 11 131-Aw L* 24!-2" 046 17*WOO Irl I % 000 OF L* 4!-l " 20 Zz.\ .0.1 r x 3 AL comma mumms commm GmEmb 0004, MOPED c%4 6 121-2v 14!-10Y47 100-83C 364 8' 5 iL 7� LO 414 - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - I I I I p I ELEV 06 co LO LO co 17/S4,06 4 LO 6 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I - I v um) 7 j- -T-Hm"-L00w t--vEL FRAmm ft 1p� I -WEST 413 AN if 1 ( 0) SCALE* 'A" 1 '-0" �ffl r�4 I (U59 co 'wo/ c? I y (9 co I L5 8) - - - - - - fA\ 423 CD A 310 I t FIN . FLOOR EL. 81551� 2" 01 T. O. C.± X'- Y" LO 3/. - - - - - - - 2r-TOP---OF- CONGR-ETE--EL-EA4"ORS4RE-SNO�-gy.0 7 12 ., on 62-10 8% 0 .0ye 3. RE: SHEET SO. 01 FOR STRUCTURAL NOTES T 16 Z7 3 9 2 AP 7 .7m LO 8'-80 1& 21 Lp L# 2 .4" 12 on 4. RE: SHEETS S6.01 THRU S6. 05 FOR STANDARD CONCRETE DETAILS 01 co 5. REP. SHEET S6. 06 FOR STANDARD STEEL DETAILS PHEROMONE U5 6 6. RE: SHEET S7. 02 ' FOR CAST IN PLACE COLUMN SCHEDULES S4e02 0 I RE -SHEEI-SEPJES-SI03-EQR-SLAa-PUWAMB-SHEAR -REINF��,!.LE- u U 8. RE& SHEET SERIES S8.01 FOR SHEAR WALL SCHEDULES CPS A 31 ,_ 1 REo SHEET SERIES S9. 01 FOR GIRDER & BEAM SCHEDULES CIO 355 A 319 1 11 1 94 c1q cc - 4 - - - - - - - - --4 - - - - - - - - % - - - - - - - - - - - - - - - - - -�T co �7 Lo 4!-Cr 6 9.021 A"31 61 353 .0-5 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - % 13C .9 12 . L*Ln 10 8 5)!r 14'-1 OY42 e. /6\ 36 - - - - - - cq k - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- 351 U-3 - - - - - - - IL r Irv )% 4z - 1111111111112111111111111 11. .... . qu I . - I - '4-1 7/S"6- L (!!)H PO 311-6y -----------T 27 34 qq;g;r I 01 LIP) 0$.in co LO 17/S4906 A A U48 7 q OWNER/DEVELOPER. " 1 5 .040 Z6 Lo PP.\ c%4 - - - - - - - VAM RESORTS - - - - - - - - - - - - - - - - - - 17 A 1 4 -0-59 -L DEVELOPMENT COMPANY 4 AVON, COLORADO C4 Z7\ P"P 2/S4o01 u I U41 M CD LO n 2/S4*01 - - - - - - - - - - - - - - - - - - - 7 ---4 - I I L DESIGNARCIErMCr CD 2 3N11 0- 10 2 0 to 4 @ SIP Ln 6 A 2'-1 00 @ LO Z2. 6 1 01 FLO jo2'-5A27 I I cq Dm-e4 Colorado /S4o02 ARCHrr= OF RECORD lb WX A 310 CTWVER. RAIM BOD% INC. OKLAHOMA CrrY. OKLAHOMA 6 e. ' 310 CF#7M ENGINEER. UP 4 cq .0-1 Aff P0.9 ALPINE ENGDQMMG, INC 12 C4 VAIIdI,, COLORADO Ito 32 c1P 91h" THICK (4000 PSI) 2/S4vO1 CD I I J I LANDSCAPE ARCHrMCT - - - - - - - - - - - - CONCRETE SLAB r . m 4 -15V 7'�4" 91-4* 1 s E GROUP 4 7 F 01 7 BUPJINGrON, VERMONT CIO U3 3 cn 0) STILUCrURAL ENGINEJM 4 HAYNES WHALEY ASSOCIATES, INC ILI F71 HOUMN, IELAS 01 Zy2n(TYP,) MECHANICALELECIRICAL yy 9 I.Ox PLUMING ENGINEM Ln 5 ABS CONSULTANn INC 1 '01 DENVER, COLORADO C) .0-in I 14/S4*0 C) INTERIORDE;SIGN WILSON & ASSOMTM C; 4 3610 1 30 ... .. 326 1327 DALIA�% TX - - - - - - C304) co SAFM BCERENGINEERINGINC ARVADA, COLORADO Z7 $.on 1 q 5 e. 01 14/S46 e90 \77 PRO]= NUMBEIL 2094loOO qq- 00 W, 14/S4v04 �0-1 2/S4s01 \�T qq- ISSUE REVISION DATE s W=2 A A6 04 689 1 V4 C) )fq " 1 1, x CN Low j 12/ 4.01 140- C) sw-1 "9-6 80 9 go 2 311 4!-0" , 7 T 9 1324 �,31 1 HL - - - - - - VA AM�#31M 10/10/08 3) �31 2 M #31 04/10/08 SI - - - - - - - - - - - - - - - - - - - -E::F A 319 1 1 M8 REVISION #7A 11/0V07 F ` 017 RKVISION #7 10/19/07 12 /S 1 13" ITHICK (5000 PSI) / I CP4 6 15 REVISION #6 08/10/07 LO L044 REVISION #5 05/04/07 013 REVISION #4 04/12/07 10 W9 PERMM Wr 11/17/06 A 31 * - - - - - - - - - - - - - 2 x1f A Z11 6 14!- 11w I::I two 165 x =3 i 40 0 1 6 1 -4: 69-6 to e. A7 I F� 314 ) N 30 es 1% A 7 \�j I i I I.gx $.low L0 u A6 12 to 10'-ll)!r to 22 ------ CO Ab -4- vxm C14%, T1 vi I >> 0#0 /=Coll TT /o J Jn== I 0A % CD 28 C) ts % 1 4 1 A -11 1 PROJECT KEYPIAN <04 cc CN 7 < c:)R 24!- 11 W CP4 As -Z.O.r ZA7 7Z C) 40 IL < X0 1� 1-4-w LO 111-4" 00 La C.7 e. C. 40 En A -0 1 lj � 2 11 %71 15 &5 23' 5 1 A .0- 2y2A 9-34" I-11IN4" It �j J L A I 1 6 -;1 r1i p 2u(TyPe) 308 134 -4 14!. 1 '4 , - I A THIRD FLOOR LEVEL A 11 6" 1.90 9.00 9. 2 �e 12 15 14!-9m '-4n 121-om 2�-41 I A ri 60-0ju L '13'-l %" 1 k 9 12 ft2 4" REVIEWED BY I r 1 01 ---w- I 0-i " C4 FRAMING PLAN 'N 23'-3" 2 Z L6\ 25#& 12-11 6" 9 lip-80 RA7 on WEST L 00040 A 0 1 FFEB 2 3 2009 I I I -0��I 0 / 4� 8" 12 .1m 1 4Y: 14'�9 w w is@ 10 3w 24'~1 L#13'-5m W 161-3" Lo -1 0y; 12 �5 L# 14'-Om. 29 25-20 i,3s-5 10 8v 151--0iff SAFEbuilt Colorado f.ar I .0y I x v.0) a w 231 6 a 16 20 16 �8 2 e I I LO 16 24!-9 219-7s 22 23 28 >ELEV 11(s 4i I S2m21 16 17 21 24 32 34 41 47 48 56 29 49 51 ovLNDO T 39s13 10 0.1110 149-OY27 11 S.420 8!-3" 12$-5m 14!-V 11 �1 Or 13 249-2" 10-4" 1.100 1�1 IS $.on 1. So to L LO 1 26 lf-OY27 J 1 ,-i 1Y2" 5 [ol. 69-0y2m L 2j/2n 14o.5hoo 11 4 61-610 F79 00 I I 1 0 "r, psi 07 Ohn L# ;1-1 ON 'LO 41- 06.0 17, 4!-1m 20 E 4ew -10 2'.6" 40 1 0jv AL 9v P-2m G $.On 70-33g 28 81-7y2 Lo 5v-O LAP, 11 Lo 5'-3m 1 Lot 3 THIRD LOOR LEVELI FRAMING LAN CONTER Gil 7 SCALEO V8N. V-0" Z7 PLAN NOTES 8" le FIN . FLOOR L. 81 55s-2" Ln t O0Ce ±xq 2* TOP OF CON RETE ELEVATIONS ARE S UVVN tJTq T 1`0 I � top, (508) 7 3. REe SHEET 2a2l FOR REMAINDER OF LAN NOTES Oil -0-5 50,7 It uj u 00 ------- too - — - — - — — - — - — - UA I Ile r :3 3 442 T4t�� cq ;> 506 I A�� cq a 10 2.420 10 9-4* LOOP C) 7717 1 1 12/S4*01 ,1 V%r S III - I 6 . y4moo 1 .10v 2 �1 Z7 �0-5" .\ A 31w 1 C" 4 I A 0 (43 1 43 - — - — - — — - — - — - — - 6 C:N)L A A - - — - — - % zg p I Z6 — I I I — - _uc — d - 4 A 310 z 0- - — - — - - - — - — - S6 12 9.11hu 14,-1 c .AV 12 LO 1* .4n 1 "-4" 13 9.Z0 7% F 21-e 12 A LO L* to LOOP 9/ 91 LO 1-4A 5 7 0 30 21 1.3 D 32 3"(T) Pe) .3 OWNERIDEVMOPER. c%4 2" Ir C,14 �A - - - Adbliss I I I ml� W* 1 47 A M7 7, co (n VAM RESORTS q� L 10 Q3j1 1 59-1 " 1 6 5 A 4Q 10 x j 2 1 Z r 12/S4*01 0) % " CD .6\ $11 to Ln r L--� Q:2jD co -A *4T N;� v__ - - —UEel DEVELOPMENT I r %4- 00 —To 14,_1 1)fiw -9% AVON., COLORADO L COWANY Q7JO -A pq �ff- SI 2 499 cq Sl 7 12/S4001 A 4 D8 S1 CN Z7\ P� .01.1m I ZSAI 368 1 J I �12/S4oOl 17"` 1 Z6 DESIGN ARairr= co tttttt LO V-1 5) \—UH A 2 Cb glhn -MICK (4000 PSI) 21 LO — 4 .0.10 5 24 CONCRETE SLAB - — - — - — - — - — - — - — 94 - — - — - --QK) A Z7\ Dmvc:; Colm& 2 C4 CD L0 *01 z 9/S4wO2 12/S 110/84*04 ARCIff r= OF RECORD AGLOVER. R&M BODE� INC OKLAHOMA, =,, OKLAHOMA - — - — - — - - r7 SWL3 1<93i,, - — - — - — - — 36 aVILENGINEER, c%4 ft I ALPINE ENGINEERING,, INC LO A6 0414- VAIIt C01A)RAD0 310 up) c 0 41311sum, tiotttttt, mm OmtO$010 41110111, ISINIS111 021SIX0, VS110116 004g,01, 41,1 41111120 d11111115 7 Olor p LANDSCAPE ARCETnmT cq I r 6 co co T 12 14!-10y4" 1O#f8%" 89-30 1 1 1 1 Lot 364 1% S E GROUP 0A LO I- cq 2 BUR13NG`MNVERM0Nr 4/S4.041 — - — - — - /61(4114 71 CD STRUCnRLAX ENGINEER. - — - — - — - — - — - — - — - — - R C6 ELEV. 0, 4 �x ELEV, 0, 5 HAYNES WHALEY ASSOCIATES, co Go 1 4 8/S4*04 & NO& Ln 14/S4*04 00 HOUSr0NTffl[AS INC 59 LO 17/84*06 A A6 11 4 4 LO A 1 75 MECHANICAL ELECrRICAL PLUNMING ENGINEER. L 413 SWL4 ABS CONSULTANIS INC 8/84e04 E 00 DMWMCCILORADO Q6j1 It I ? (90 1=11 I e , U5 8 C" a — ft 1 7111 010� INTIBRIORDESIGN A - — - — - — WILSON & ASSOCIATES 23 L _ T ] /_ux F 11 1 11 — - — - — - DALLAS, TX C� A 31 , C) A - — - — - — _ - LIFE SAFLqY �Lo Z7\ 2 BCERENGINEERINGINC N I Q?,4) I I * B'Y440 , 5 _C44 12 10" 1 '-9%y4 6 - 10" (0 " , rk, y ARVADA,, COLORADO V loll , "a( 7 A NO* 0 39-0y2lo ZA4 0 7$.7m V 8 LO L* 21 4" 12#-Ox 21-4 9�019 44 40 4 40 - - - - - - - - - - - - - 10 IL Sv� � c� 104 1 PROJECr NUNBER:e 20941.00 00 6) 7y2w kip 5 cn) LL 91.4a -3 121.2m 11 , 18" co t* 1. 1 to 9/84604 `qqw I 8x1 8. — - — - — - a L .11-79f 21.7%" ISSUE REMION DATE A 310 I LO SM T U4) /4\ Co C=) cc 1.10 to A 31 1 z 30 14/S4o04 I 2" eii. -10 4 �a I < , I cc a N a 04 0* 11 vv CO I ON 6 � 4) 2 1 *47 a rft� I �a c F -1 1: M7 1 lf`�� C42 Ito e. c — v-- - — -L�. _- I I.ff = I a I 1 3) - — - — - — - — - g%i ell 1 F. $.on 9 -7 4 00 R 0�50 147 1 r or w--1 n --4JFF A % — - — - — - _7 Cl F e7C f'%V 077 W41 DD - — - — - — - --- -- -- Sol —1 A I I p 1 11 % r Ito 7= - — - — - - L A. . . . . . . . . . . . . rill a 4 w 1 11 Mz Z6 I I " I i LO 9.0111 �f 351 UO 4 6 �r6�*71 0 a tot 40 L 2% 2 11 % so a Hy c7t) — - — - — - - — - — - — - — - — - — - — - — - — - — - — - w4n —I r4 a C%4 A C) qqppr I �� m�, I 1 1 1 A 0 -10 0 1.100 1 1 1 in 11 1 1 7 48 /7\ Ar. 0-10 — — — — — — a— o" - — - — - — - --T _ z I m 10/10/08 ASI #31 Ic 1, 04 [to ft� w 1 7 a 7 ASI #31 04/10/08 34 04 6 v 4!-11 " 1 a -0-50 t . .0-5 a A j p-2H 7 017 REVISION #7 10119107 7 a A 2/S4.01 9'-60 5'-1 "1 6 015 REVISION #6 08/10/07 04 ON 0`4 4 a Lo vj 12/S4eO1 tn 70 ____4 2/S4901 mm 013 REVISION & 04/12/07 . 2/S4901 /N Al A N%4-�Agi REVISION #5 05/04/07 0-1 a 009 PERMITSET 11/17/(* /2 1 416 1 ell a tar I W4- �� r I I v 6 0% 1 f,, 0-10 __4 t _ _ _ _ c4 - - — - — - QQ 8 T4--17 -1im V 2 3D miw FLO ,,,2v-5)!F LO 2/S401 cq vc- �i! mu-) A A 31e 1 31 * 7 FT �T A qq-04 v LJ4 C) ki 4 1 3 �11Y2 21 3w 1 2 .0 6" A C) 6 9 . 4 4 CD 8)!r A 04 A C4 to I & J 6 ly2m T 9�19@ 1 1 40 mum cq .0 A 1 wvc:) PROJECT KEYPUN c%q A 31e 1 6 A c%4 a A A 2/S4*01 C) ml I A4 low 71-4m 914" 11 111-10" 3# 70 10A �%l 04 1 L* (1 1p Ay 1 # .0 in../ 4 -6)!F 34!-20 40 CD 0 49 7" 1 0 — 0-10 0, )AW1 A 1 liii ;; ii iffinfill vp Ret THIRD FLOOR LEVEL m I J REVIEWED BY Ac uj r I FRAMING PLAN 4 6 FEB 2 3 2009 CENTER rp not 0.80 0 25 -2 51 20 15 um) SAFEbuilt Colorado 14 15 2 2 2" m 23 25 28 31 38 48 Aw' r Joj oi I of 1074 14 - 1 1/2 ko 28-5 9 .40 2 - 12$.On 20. �? 0 7 5 1- 6 F LEVEL FRAMING PLAN E #Lr� ss 1-2y2n T HIRD FLOO 4 1 1 1 1 m .;r. D an c4: 0. a 32 pi 3" r. cn C) 1 4 t. C) C+4 2" r CD ek SCALEO A"- l '-O" -ae-a co cn A ND 2- < r� - - a 1 92 6 5'-Zr co If4 C4 v— a a 0) %J 5 41 um) 00 co PLAN NOTES* I I J k) �* a cy) NMI co lo FIN. FLOOR EL. 81559.2"1 3070 v r IN - - + — J I I V/ T T 0 C*± X'- Y" 499 eb 4 1 2* TOP OF CONCRETE ELEVATIONS ARE SHOWN tJT L §0 D1 3 A L 20-7 12/S4*01 2/84.01 A INDER OF PLAN NOTES �O MT� LO CD /7\ 3. RE9 SHEET S2.21 FOR REM 12/S4*01 �o 1 -0 7-0 . 09.1 " 1 on �qw A A6 r— - — - — - Al - co 6 t:;-;7 y2m qq* 7 - - — - - — 2 0 i "q- cn (4 g95 A6 Ln 7 A 91hu THICK (4000 PSI) �9-6 Lo 21 1 �%l LO 44 4 IA 0 QN % %1 - - — - — - —UK CONCRETE SLAB 9 ) LO up) !k- I I I I'll 2 �b 12 01 /S 10/S4*04 8y2w - — - — - — - — SM 12/S4901 64 1 (7 0) 364 1 00 0 7' 4/S4oO4 — - — - — - - — - -- - — - — - — - — - — - — 00 C) 0 qd- CN ELEV. 0, 4 �x ELEV. 0. 5 I I u u 00 B/S4.04 NO* D 9) 14/804 N cn ic 4 4 75 CD U) Ln T SW4 SM 2 co ( 4g26 I 8/S4904 ELE 0* 7 izz) C" 1 1 71,WAV — - — - — - — - — - — - — - — - — - 5'-6" 23— � I --� -1 � I t T - — - — - — - — - — - — - A 3t 1 1 N — - — - — - — - — - — - — - — - — - — - — - — - — - — — - — - — - F6 (L2 4) QD2 - - — - — - — - — - — - 1 8 473 12 low 6'-low 5 - — - — - — - — y 40 0 a Noe 0 OY22 z LO v2'-40 12'-Ow f.ou 00 40 .1 q� r 10 '4- -V74 a/S4904 C) 0 9.1 " 6) 7) I I p 39 9 - 5 2y2m FLO, v 9 l2v- 2m L& 9/S4*04 �a 64 V4- JBB 11 ' '80 1 W7 a /4 OWNER/DEVELOPER m T�dxlb* 4 5 r -l .-7. 22-7% A 11 f! 15/S4oO2 LO 4 SIM0 Ls� VAM RESORTS I 44 ,7- - — - - I A A It 9-3m il-3" 14/S4.04 A %J10 I Z.6.\ Z to /-UEE DEVELOPMENT ELF 0 11 C42" 5 C) COMPANY a co F7 A 41-0m : 6'-Om 11 y4w AVON, COLORADO LO Z. in zz � 353 1 (4 2 0 . . . . . . . . . . . . 11421 ) 1 1 0-5v Ir I I I - I - L--- .1d- � . � %1�4 � 4-- - - - - — - — - — - — - FF I 1i I % a I --:7---- — — - — - — - - — - — - - —41 - - — - — - -3TGi - — - — - — - — m A I I C) % c4c DESIGN ARCH11T= 777 110 \77 5 -4y27 �9'-3 ... . . . . . . . . . . . 1 1. m N 6 D 351 25) j 6 9.100 na cq a Z6 a a Pei% 2 .11 % a -2 4/ 04 Zy2m(TyP a - — - — - — - — - — - a L -T - — - — - — - 4 40 310 1 310 1 CD I I 7 -0 p.iff 7/74r 7= 1 1 777 = 0 Ar +R 7 Dmver, Cobrado 0-in *j It 1 0 moor A -@2 C14 Q09 0 � 0 9�1 a Z6\ 4!-llm 40 a ARCtmrr I . -5w C) C9 0 2/S4* 01 17 1 7 6 .0-50 1 L � I - I - RA7 OPRECORD IF ' 14!-7n GLOVER ShffM BODE, INC 4! 9 2/S4*01 9'-6n 10 5 1 LO LO 40 01 OKLAHOMA CrrY. OKLAHOMA cn C4 6 mmmf� a 1 1 A ou I I I CN 14-4 CIVILENGUSHM Lo 4!- )* L01 %N��A"31 1 12/S4*01 LO I a I Aglmbh� I I M%t ALPINE ENGINEERING, INC 00� I I VAn,,, COLORADO 2/S4*01 . . . . . . . . . . . . . . X --a I I .0�11 , — - — I — - — - — - — - — - — - — - — - — - — - LANDSCAPE ARCErf= 16J //2 1% 1 m��A S E GROUP 1 5" B -0 OY2* pp) BURUNGrON, VERMONr QQ 7" - - — - — - — - — - — - t LO 41 418 STRUC!rURALENGIN]BER HAYbM WHALEY ASSOCINTM, LO 11 12/914e0l 2/S4*01 INC 7/77 2 A 31a 1 e 1, HOUSrON. TEMM A - - — - — - — - — - — - — - — - — - MECHANICAL, ELE=CAL PLUMBING ENGINEER cn a 9110 THICK (4000 ABS CONSULTAMS INC CONCRETE SLAB 6 e. DENVER, COLORADO 2 29-3m er I A CD 31...... 1 iY2 RI=ORDESIGN 9 pn 3-8y2w Lo 115/ 4.02 WILSON & ASSOCIATM 9.1 %7 6 6 < zi.\ Z 5 e. , I " 0111 6 y: 1 -09-5" It 0 in DALLiA TX :6) 310 I I c:) ft cq - — - — - — - — - INE SAFffff cc uuu BCER ]ENGINEERING INC ion KA 4600 41 - 4 Lo3l-7" CDP ( 46D1 - 6hn 70-4!0 9 4" 11 0 34P-2m 11 ill X" 6'-3y4m R �l ARVADA, COLORADO 14n , L--4� - lj - — - — - — - — - — - A 310 % -a A& VAR I J PROJECr NUMBER:e 20941900 C-4 8) 7 A6 29.3 11 9.%7 .09.1m t R ISSUE REVISION DATE p CD CD -o-l " I cq awn At— A " A 0-720 2/S4oOl A *v1 l5/S4eO2 .0 it. Qy2m CF) - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — 04 gzz 31 * 1 6" RA7 A, Ile a - 1 -0 F 5)!r QL co ly2 Ow 4 ASI #31M 10/10/08 d3lX9 SI A% #31 04/10/08 I I 1 11 - - - - - - - 8*7 018 REVISION WA 11/02/07 c cq C) - 7 17 REVISION #7 10/19/07 2H 6 15/S4.02 161131m a 0~ SR4 T on Immsma ovum 5" C4 099 PERIffaff 11/17/06 12/S4*01 A 319 1 31 * 1 6 3it % 52 11 on 1-2" a A6 of., " g)8 4/84903 Cp 00 t-7 A %��* 11- 4 3110 7 6 49 4Z)u RA7 -HSS6x6x% 446 4% woo to LO co LO ROJECT KEYPLAN 00 J J z t:�, � p co LO I 17P goo Low) 7 + Z Lu UA c%q cq M C> HSS6x61, THIRD FLOOR LE\/EL VOWED 6 4 I LO 4z 4 6-6V REVIEWED BY FRAMING PLAN v*0 /A7\ /4\ ZI A EAST 49- 0 17\ #.ion FEB 2 3 2009 lA6 -0 15 9Y27 6 -0m 2 -1 0-1 )1 98 SAFEbuilt Colorado 28 lv�6 0 1 .991 1 ^n 9.1021 1.820 $.ion $.ion IN I 12 -to lo'-lly27 22 1 32 21 25 �slh 14!-2n 7 cq 19 5'-4V 40-2 17 �2* 0 9V L 41-6 lekh L& A t* lb 7 2 - 0. 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I I .-s .—.. ca V� am"I'm j - ma. mr, am"I'm fip 0 co i All � l i�N i 11 1 29_K/F - - - --- - - - - -- -- - --- - - -- -- - - --- --- -- - --- -- - -- - - - - lal lL �6 I "'IFIN/ 1111 1AtV4" 8 W 7M2" 8101 G ig� _70"In 5 tt- q 11�.&Mmmmq� - J� Nim Ke 1 % ft CN GLOVER SMITH BODE INC, 8 INV N IP Viam cx U ) HIH amom OKLAHOMA CITY, OKI-AHOMA Lc) cn - - --- --- --- — mi miff N 16K mmm� 8 444- 4 co 'I N t- -- - - - -- - - -- -- ---- -- --- --- -- 1 �:e 9 It MMMMMMME4 ,�- -- 1 Viam 11 11 ) 1 % 133/4" CIVIL ENGINEER 8YA 29K/F SW ��8 8V2 _29K/F %4 4 V4" 6" 741 ormi LO 1 1 4 1 1 1 4 ALPINE ENGINEERING, INC. 11 c"4 96W 51/4"rE 25 6" 8W 8 1"1 8Y2" 4V2 1 1 13- 1 81of I I - I lll I I - —- —- — _ _`NN VAIL, COLORADO 5" 8YA4) 29 1 ____1T 900 z % LL ( KK 7 1 2" 4 8 9 04 27K/F V4" ML 3 3;Y4 4 19Y ma .... ....... 0 M M N N - - - - --- - -- - -- - --- --- --- --- --- - --- --- - --- 4K F --- -- --- --- --- --- C& % r I LANDSCAPE ARCHITECT Viam 7 1 % OdF ft Z2 ---- - -- - - up 4 go - 30 - --- - --- --- -- - - --"N S E GROUP ram, Tam 418 111 Q 2 Q "I'm QQ 8V 81h I A 1 04" 1 22K/F .8 L_V2 18K/F 8 BURLINGTON, VERMONT 4" F[-- 4 '3Y 8Y2"I m 40K/F 5Y4 6%Y4" mac 4 4-- - ---- - Q 0 oil Vmm� 1 %Y4 0 -40 1 4 v x L' 8 -0 mg�' t III LO 1% Lot JL tP - U L 7 IIIN tf� -1 Fq - 1 �4 A i 111` 8 1181h 11 1 F - —-—-—- — - — - —-— -—Q7 -— -— -— - —- — -— - — - 6 V4 "No 2 STRUCTURAL ENGINEER FF_ N FIN, a 1 V4 go HAYNES WHALEY ASSOCIATES, INC, 4 co 6 L01 1 1 r4Af maj. 26K/F 6 aa, L IN N I "1 4 8" 118Y2 AN HOUSTON TEXAS 41 A ss 4 18 2K /F 4zZi,. ;9 / 0; 2 :!e. I 922K/F `5 4. 8111 V2 F 8V2" 8`1"A I 6`04n �.Nd I I k C> -- - -- - I T4 1 Y4" 1 ;Y4" U) - -- --- --- - -- (9 'Awn IN rmal 1 6 "go- otof CID MECHANICAL ELECTRICAL Z±.\ 81fI Y2 f4 \ If 6Y4" /6 ---- ;---------------- 2 PLUMBING ENGINEER w 6:Y4" 1 Y4:�1 00 ABS CONSULTANTS R%�C, ---- --- " 4 3Y DENVER., COLORADO Timm \ - --- - - - --- - - - -- 2 lKliff 3 9 11 . &W 8Y2" 7 �Imggm 2 3V4" 29K/F A of \ 7 1 T4 4 INTERIORDESIGN Uzi 4 18K Z2\ WILSON & ASSOCIATES 16K Ir BV2 I I /F (go"am"I'm a (& A 7 r a 7 - -- -- -- - mam DALLAS, ix 3%Y4 4 7"1 3Y2 1 Y4 zz It I I C44 Z2 am aft :v R 1 00 9 2 - —-— -— - P_ 1�2 7 LIFE SAFETY a r it "Immom 2 6Y4"1 8Y2" 24 --- / 5Y4 04t 112611 4 BCER ENGINEERING INC. 16K/F 8 1 IV2" of ar a 1Y4 im ift V4" 1 9 za?.\ 8"" 11 3;%Y4" K F AW 605K —-— -—- –Lz7d IN I = 1 7 c� Z4 0 -—- —-— - —- lg� �\I FF F�Y _ __�i g3 it 2 _ m%'= 771111PY4 5%' 81� 1 4 4 5Y4 174 16 ANN sw EEE F 4344i'l all I L 16K/F 2 6 Vaim Y4" 781 �Ihc) K 7 2 V4" Vaim V2 816 81Y2 z9! a I A e F71 5V4 00 act :s! a PROJECT NUMBER, 20941 .00 5`04" a! Me_ 4V2!-- 00 ILI -- 1E__ r —A- iemp�� fi�4 4 3%Y4" 7 ISSUE REVISION DATE sw-1 ul CD G 20K/F 3 7 8142" 18 04 A 1 '\ 1 81h T 8V2 19 3: op 1 yu 6 2 to in co mam z 1 X2" 3K F mad- lam 8 4 H -- —-—-—- — Bw IVA co 04 Fit LLMIr aid- KKK F r= -18K/Fj 4 I I L 26KlIiff e i=g 1 0 IN 12, 18V2 81h 0) 04 t 0 0 Y2 8 A2 P&4 V - ad- '774vi 12" 2" Y4 co 5Y2 am ' 4%Y4 I N6 / f, I of 81 tY4n BW Y2 F 7 1 04 7 00 :v 1A g ft I r"I'm LO Ift I 7 17 j If 4V4" 250k 7y - - ------ 1A It -Z' As mammam mam F; Tam "N Lu 7 COP I 2 UM) /6 AF "If mi Of 3Y4" 81lif tof Y4 K/F 22K/F 6Y2zl L 12" r- ram 1 2 ram mal C ) 211 Q _ jF 6"ItIm j;_;7&Y c 12 v 12" k7-n;�N I co 7 1 4 7 u") NN__@ !:!4 CD T4 IANIFF "t - AID_ R V Imlim I > LO q'I in I I n mim"am"I TTT LO Lo 7 C.0 IL LO immam cz) A 018 REVISION #7A 11 /02/07 Imam ;.1 0!:If U. 5 r4 to I ad. 7T� 4 7 017 REVISION #7 10/ 19/07 \%a, C*C4 u CN co aglEVISION #6 08/ 10/07 0 LI ZLO14 REVISION #5 05/04/07 f Lill , 013 REVISION #4 04/ 12/07 2 9 10 14 15 18 28 31 33 38 42 62 65 66 67 69 70 11 009 PERMITSET 11 /17/06 3- 1 1 3- 1 1,I -1 1 , 3" 7 f�111 �1 31 X 3 ir, l I 3r ILI `,'I T. Nil PRO Cr F LP�" Nil"l """"' ENSIONED REINFORCEMEN """' HIRD N= LOOR LEVEL POIST I TRUE SCALE: A6 1111=111.0" NORTH llilicill M-HYP AN bul it Colorado PLAN NOTES: le 9i" THICK P/T CONCRETE SLAB "n"PICAL U.N.01 THIRD FLOOR LEVEL 2* P/T TENDONS SHALL EXIT AT CENTERED OF THE PERIMETER SLAB U.N.O. POST� TENSIONED 3 "480K" DENOTES P/T EFFECTIVE FORCE IN KIPS. 0 REINFORCEMENT 40 "16K/F" DENOTES P/T EFFECTIVE FORCE IN KIPS PER FOOT. 56 "8i" DENOTES HEIGHT OF TENDON C.G.S. MEASURED FROM BOTTOM OF SLAB. 6. REo SHEET S6.04 FOR POST-TENSION DETAILS AND ADDITIONAL NOTES. d5 2) "Amm"I'm IKA gal 4 f-% "I lay 7 V ItA 1, S2m24 -7 ruo 3-L5(B)x20 ST B� 39513 r 0G r #4(B)A 8' Om J :3 1 �0 a 111, 11, 1 p b - — - — - — - - — - — - — - - — - — - — - L — - — - — - - - — - — - — - - L� L - — - — - — - — - — - — - — - — - — - — - — - 4- - — - — - - — - — - — - — - fs x 36 m m m m CD c:5 MATC' 141bo IH LIN I bo x cn 364 C) Lc) 14) x m - - - - - - - - - - - - - - - - - - - - - - - - — - — - — - — - — - — - — - — - — - — - — - — - - — - — - — - -- - — - — - — - — - — - — - — - — - — - — - — — - — - — - - T- - — - — - - t)3 4& -- - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - - — - — - — - — - — - — - — - — - — - — - — - - — - — - — - — - — — - - I on ...... 3-#5(B)x36 ci L - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — — - — - — - - - — - — - — - - - — - — - — - — - — - 1.01 ' CL6)24- #5(B)x38 4o 1 1 4 1 0 co Q5J9 m 6 QJ58 I C) 11 C) E-t- I — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - co 423 CID x C3 C..) d 7 L* 40 C) C) x C; 7 C) C� M - I m C`4 u —— — — — — — — — — — — — — — — — a 1 0 C) C) C) d — I r C)— - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - - — - — - — - t - — - — - — - —F C) c� CD I qqd- 31-2" It- x 40 x m m m m 00� 7 IN �IIIN 0 :ft #4(B)) :24'-O"@24"OtCb 356 lon 4(13)1�18 5 to 5P-7" 69-5 L Z - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - - - — - — - — - - — - — - - - r -rl kJ=4 6 355 #4(B)x18'-0"@10"0.C. #4(B) F1 0"@24"0 C - — - — - — — - — - — - MERRMI� � — 7 E:- L-Em3i C C — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - -4 - — - — - — - - - - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - - — - — - — - — - — - - 77 ! - 2 U:54 T Mi 7 C11 x 353 CD m — - — - — - - - — - — - — - — - — - — - — AL L_ — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - m cjD I LO � 1 __ � ' 1= 351 — - — - — - 44(B)x24L--_07@24!0L. - F u 3 — - — — - — - — - — - — - — - — - — - -- - — - — If 1171 #4"X OWNER/DEVELOPER Q j4b 9v- 3" @12"OoCo 6- 5(B)x 6 L 3- 8 VAIL RESORTS 419 DEVELOPMENT #4(B)x24'-O"@24"0. C. — - — - — - — - — - — — - — .. ..... ... ------ -------- - — - — - — - — - — - — - — - — - — - — - — - — - — - — - - — - — - — - — - — - - - 34 Z2 COMPANY fit (U45 #4(B)y .0 AVON. COLORADO A 1 @12 9 ji 3 4 Z2. It Al 7 C) 2 A\ r .0" q2 C) CI 7 -#4(B)x I Cli 2 DESIGN ARCHITECT 012"00 0 '0 1 C) L x ft m LO 00 X — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - 07 — - -V— - — - — - — - — - — - w IKI_ 4 40 IL 7 #4(B) 8 P . Off Denver, Colorado @120806 to am ( 415 ARCHITECT OF RECORD #4(B)x 'o GLOVER SMITH BODE, INC, If co ci it OKLAHOMA CITY, OKLAHOMA - — - — - — - — - — - — I - L - 1 - - — - — - - — - — - — - D— - — - — - - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - - — - — - — - — - - - - CF V- L a 4 . Lm Li C14 2 4k #4(B)x20,-0"@10"0.C. CIVIL ENGINEER 77 ` or ALPINE ENGINEERING, INC, VAIL, COLORADO m 00 NJ I LANDSCAPE ARCHITECT #4(B)xl6 -0" 512 0, 7 m S E GROUP on I � cil N\ It I #4(B)x9 a 1 6 BURLINGTON, VERMONT 1 @1 2"0,C, I I C� .0" 1.0" � Off 024"0*Co #4(B)x26 J4(13)00�6 J4(B)xl 8 T =7"_ )x24 m — - — - — - — - — - — - — - — - — - — - — - — - @ir O*C* STRUCTURAL ENGINEER 0.3" HAYNES WHALEY ASSOCIATES, U3 3 x �71 5 INC, m HOUSTON, TEXAS 14 C3 !� E�e w a MECHANICAL ELECTRICAL - — - — - — - — - — - — - — - — - — - — - — - - — - — - — - — - — - — — - — - — - - — - D 1 PLUMBING ENGINEER r/ 51BI ABS CONSULTANTS INC, 41-0" DENVER, COLORADO 7 et fir INTERIORDESIGN it r C) DALLAS, Tx co #4(B)x21 '-0"@24"0.C. C) LN 1 1 .. .... .. . . .. ..... . ..... c%j x x MILD REINE613CEMENT PLACEMENT NOTES LIFE SAFETY A ci m mp I A/ ;4 " I I BCER ENGINEERING INC, -7r ZZ (in -Z) 3- #5(B)x35 326 1b UNLESS OTHERWISE WIWI, ALL BARS SHALL BE E UALLY SPACED ARVADA, COLORADO 3-#50)x35s=0" - — - — - — - — - — - — - — AND PLACED WITHIN COLIMN STRIPS AS, INDICATED.' - — - — - — - — - — - - I — - — - — - — - — - — - -- -29 20 (T) AND "(B)" TOP AND BOTTOM BAR RESPECT! VELY. M 4� 39 UNLESS OTHERWISE NO D, BARS SHALL BE CENTE ED ABOUT THE PROJECT NUMBEK, 20941 .00 +0 bo A2 c%4 co X/ �2_ 1100 1.0" 4* PROMDE 90* STANDARD HOOKS AT DISCON11NUOUS ENDS, AS INDICATED. L* #4(B)x8 ISSUE REVISION DATE . 0 5t BAR PLACEMENT SEQUENCE xj"� Wp @1 2"OoCo - - — - — - — - — — - — - — - — - — - 3/#5(B)x44 _ 77717777770 A. EAST-WEST BOTTOM A </ 0 4& B. NORTH-SOUTH B ��2 6#5 B SW=2 7 C. EAST-WEST TOP BA S +0 x1z - 3- #5(B)x35 on D. NORTH-SOUTH TOP ARS 2- j5(B)x12 op MAINTAIN N P D B OVERS. C3 r77771 m 00 Of C*4 IN x st 00 m 2- )XA A '— Or :rrj� 1 0 rb 1111113-L5(13 0 #5,(B) CD In 0-0 mcq swmi , 7 4 I/ 8B)x24'-O"@12" O.C. A ME "m -7-7 2- B) x L4 -0 # 2- #5(B) I I / I I I �g 2 #51 Q c) Ix - m �fr 0 x4' 0 x2 -0 x8'-O" m -- - — - — - — - — - — - — - - — - — - — - — - I CID — - — - — - D4 321 V7� #5(B)x24' ,, 0"@12" O,C, -j— — - — - — - - — - — - — - H — - — - — - $.on -F4!--O x V .0" 1 1 IMUMMMMAMN Zg+ 5(B) x48 *1 40 e. 1 7 op 6 - — - — - — - — M ci 3 3 2 ) 1 - — - — - — - — - — - — - — - — - 018 REVISION #7A 11 /02/07 C) 2 ci 00 CD 0.0"w"o ci " 0 A7 017 REVISION #7 10/19/0�7 a X #5(B)x22 eco CD C) g,,IIIIIII, I CN I M x z CD � 6 015 REVISION #6 08/ 10/07 LO A m W006 Z* C) 00 013 REVISION #4 04/ 12/07 ck, x m m 009 PERMIT SET 11 / 17/06 CN IMID X 10 — - — - — - IC3 4F-6 < W012 40 2 T cma) 4 B xW-1 )"1924"O.C. -4- 0 F_ - — I I — - — - — - 15 _ 8"06C /r_ Z4 V C3 6 C) Ci c� It Co 9-6 �s? C3 F� 1L) X c; c%4 0 N1- cj (3 C> %/\31 C) < �0" m m rn cq M M 6-#5(B X§ 0 m6mml Op 6-#5(tj2 309 t C=) M I. /313 ) 11Rj) PRO 0 2C NORTH 5( I)x4 - 01 C) c 1 1 . r . PROJECT 7; e:r- 77 It Co ' orado m 28 IF liftmgiiii #4 Bj@1 2"Oecs, THIRD FLOOR LEVEL MILD 231"Ir5m A6 7 /11 308 STEEL REINFORCEIVINT 130-5" 149-2)/2" 150-3Y4" 15 9.0 BOTTOM BARS WEST A2 L= T % (134 r r7= j I FI --- 1423 tN4(B1x )y4M _ x IS 2 2 5 1 imi me= 10 14 15 19 20 22 25 r; 0 48 4 1 ) 4 49 51 39513 6 17 24 32 1 2 4 505 zoo "ell I rr LO No 3 00000soo 09 FERMI X . 0000* e 1114 %o4 1000" woe 1 1000 01 Ar IVeS � 91, l � 7 i00\0c #4(B)xl 2 @1 2"Oo C If I A LAI I ovoo 000oi Lu 100I 77� L l00000I000 ooI O"\ t I'me x20' 0.0 #4(B)x6 .0 (441 @12"O,C, #4(B) F1 2"06C61 C.) r "I 0 3 _1A -7 3\ ftcl — — — — — — - - - - — — — — — 14 - — - — - — — - — - — - — - — - — - - - — - — - oo I a m 00 C) OWNER/DEVELOPER co oI0000 LO x x I.J.J om s ( T9 A6 D 111 0 VML RESORTS lor) =11:= LOP #4(B)xl A 1xi DEVELOPMENT #4(B)x2l ' -O"@24"0.C. #4(B)x8 .019 7 ulz U,(;* 4( Vol @12"OoCo 2 OTC'* COMPANY 1 0) %] - - — - — - — - — - — - - - — - — - — - — - — - - - I —] m I o AVON, COLORADO . 0 a co IV(B)x38 - — - — - — C:) Lo T q;Q? IN, .1 CD B 4 ,1'5(B)x60 o.O x C5 C) 9) M V 7 DESIGNARCHITECT %I cool C.3 C�o 5 �'Q C.) LO loo A 28 A ------------I - ,tI. - C) Z6\ m p — - — - — - — - — - — - — - m C4 AI Do =mz I I h J #5(B)xl 368 2 0 3- #5(B)x36 9.0" 2 �D93 4 (B)x26fO"@12"O.c, K Denver, Colorado 7 N....00 1 - - 4— - — - --t 0 M 2- 94 2-�5B I I I c:I, CD 3-L5(B)x20' 0 �X12 -0 PO e-49-6" ST Do 2 9 -17 ARCHITECT OF RECORD B)x4 9. 09 14 .11 " m 9 GLOVER SMITH BODE, INC, /-2- #5(B)xio OKLAHOMA CITY, OKLAHOMA m (B) 8 @ 01 1 LjZLx48'- O C) < CIVIL ENGINEER fSW=3 ALPINE ENGINEERING, INC, CNI or0000 I m m )I& I I 1 #4 VAIL, COLORADO 6 4 'o" cl� 5 .0" ov #4(B)x2O' "@24"O*C* m b � I I 1% 4 LO M , m 3o j5(B)x32 (b U*) 63 � b I �0 c 9 2 CD on 1-2" MATCH LINE cl r � 0 LANDSCAPE ARCHITECT Do 0 >,: C; 8 314 Cx c M S E GROUP 1� p x f. On BURLINGTON, VERMONT p m 7 FD3-#5(B)x36 T 36400000 000000 00000 It IT STRUCTURAL ENGINEER w000"N 4 109 #4(B)x 89- 6"4101 co HAYNES WHALEY ASSOCIATES, - — - — - — _ — - - — - — - — -- m 11 61 Kx1 9 cl (L1 4) C%4 o�� 21— - - — — — — Ald- 00 0.0"m /-UR INC. :41:z ELEV. Do 4 EL Vo Do 5 #6(B)x3O O"O*C* HOUSTON, TEXAS co cn 2-L5(B x12'N 0, 140 1 2 On Loo If '1 -#5(B)x21 4& No loo 3- #5(B)x32 oo= MECHANICAL ELECTRICAL CD 0 r 7= s PLUMBING ENGINEER % .....0 5 B)x43 C3 3-#5(B)x3( 6-1 C47 p ABS CONSULTANTS INC. It m .01 x C%4 4-#5(8)x38' r (D I (D @12"OoCs INTERIORDESIGN IIIoI ;z 5 _ 9 I d a 2-#5(B SW=4 8 �O" Noo SW=5 ju DENVER, COLORADO Q6JO C) A, U5 9 0, 000o%%o 426 I root I`I oo cool x Do WILSON & ASSOCIATES 00 m I I to I m X4'-O C) x C3 Cool A m (D x X Co4 'ri "o."m"ook, Q b m L 1 C) C) C3 DALLAS, TX po I LO (423) 1 -cy - — - — - — uo) =Nzz LIFE SAFETY 0 9. If cc t I !i�� C) ,, 3- # (B)x3 ix BCER ENGINEERING INC, 3 C() C.) m C) 117 C:D C) C5 CII a 2 11, X a co r No ARVADA COLORADO 7 oI C11 I No C> M a III C3 m Q?,4) Z?.\ x o% 15� oo x E3 ft \OR ry lo , 1 Q m 1 4 V I m OD C) C) cz) C) (b ca cool ft C) x x C) g000lfto, cq Io. r x m OWJ CI CD C11 do m jt qld- PROJECT NUMBER. 20941 ,00 x x x m . . . . . . A x m m m m 000lN oo� o"I F m : 7 qd- "14- CISII % 356 #4(B) 24'-O"@24"O*co c 0.9" —U 910" C3 #4(B)x20 4"OoC* BB ISSUE REVISION DATE A0w000%o` #4(B)xl 8 c; 6 5 1, 51-7" m CD Im - — - — - — - 00 1 t L 10, 00 zi 141 old- 00 - 2" C) to...0, M LO Q J55 V 6 C-4 qI w4- 9.0" 49 cool #4(B)x121- 6" . UEE #4(B), 1 4"OwCo I I x #4(B)xl8,-o"@10"0.C, @12 uouo D I 1 7 D5 c c �m I A 2! #5(B)x8 7 U71 I m 1#4(B)xl 5 IT— oo—I — — — — — — — — — — — — — — — — — — — — — — — — — �rl 7 x C) .0oo""%t 353 %NZ 'j 9) r , m 1012"Ol -1qp)zO 40 JFF H n , - — - — - — - — - — - — m m co I uld- 5; k li I ou . . . . . . 0I"IT MRI -3T-GI x X QEX129-6" Ll -#4(B)x2"- !@24!OL,_ 4 351 25) I #4(8)x8p-O" 6 mid- L I - — - — - — - 912"OoCo # x CD Co x on 18 Q4J6 CNI . .On x C) 7 6 - �(B I x IV-On 3-#5( 7 � ] I I - -I - - -I WIII3" @12"O. Co A — - — - — - Lt 777F 3- m m 4, 1 = I I 2- ##5(B) 000� #4 %;t- I 8 Ao 1 L* 2 Do .0 co SISMI01 IDIOM I - - - I I - - - - — - C.3 J4(8)x24'-O"@24"0,C, 419 CD D411 j4(B)x22'O"@12"O. C. ft r III 2 CD CD \018 REVISION #7A 11 /02/07 CD C47 on 1771 a 4-#5(B A #4(B) Cool C3 I x X6 ci CIO 114%u 00000ft, a LO M2 moll x 1 7 017 REVISIOI 10/19/07 oo..or " C) C) Cil A 194- 5 1 5 1 cool mm Lo m 2m 0 x C5 A 1 C%4 2 2 mod- &015 REVISION #6 08/10/07 x c%4 /-#4(B)x 00I m m 7 #4(B)xl6t-O"@12r TD '2\ 013 REVISION #4 04/12/07 p x LO I — I z4h C� U41 m -----------It 1 1: x m Do I 111 00 009 PERMIT SET 11 /17/06 1 IN", I ft m LO I It @mm x to im U6 F_ I I "I MILD REINFORCEMENT PLACEMENT NOTES' p)p #5(B1x48 417 #4(B)x22 u RWISE A — — — — — — — lo UNLESS OTHE OTED, ALL BARS SHALL BE EQU ILLY SPACED t 012 AND PLACED WITHINJCOLUMN STRIPS AS INDICATED. rF= ft A (T) AND "(B)" ENOTE TOP AND BOTTOM BARS, ESPECTIVELY. L5 B)x38 0 #5(B)x38'4" 21 ( 4151 of b 1113 V4(B) 34'-O"@l 2"O*Co 3. UNLESS OTHERWISE OTED, BARS SHALL BE CENTER D ABOUT THE I a P/J 777 LO mom — — — — — — — - - — — — — 7 x lIdl I -- q - A V 8 4. PROMDE 90* STAND on 111RD HOOKS AT DISCONTINUOUS TDS, AS INDICATED. 4 - — - — - — - . . . . . . . . . p o 4- L5 B)x44!- O" W -L 2 5& BAR PI. UENCE 000 4 5(B)x44!-O" 4-j5(B #4(B)x37'- O"@12"0.C. 77CE 2 oe7�70 14 + L4 B)x20,_O"@1O"Ooco III A. EAST-WEST BOj(0M BARS - - - 1 7 p B 2 N �M B, NORTH-SOUTH B TTOM BARS C. EAST-WEST TOP BARS NORM IIIIISIImo I Do NORTH-SOUTH I r A T 4!-6" A �R on P BARS 2-#5 I )X12 JE L4(B)xl 12 '0* 1 7 MAINTAIN ;W TOP AND BOTTOM CLEAR CONCRETE C VERS, A Q Vsz,.O CD @1 — — — — - --UUU #4(I3)x18p-O"@24"O*C� x 000, m THIRD FL06R LEVEL MILD 5 - — - — - - - — - -- 01 .............. 11 :L- L519=x22 --_6 STEEL REINFORCEMNT BOTTOM BARS CENTER #4(B)xl 2 9.0 1 4 ADDED GRID LABELS j4( )X129-O" * Cj)2 14 15 19 20 23 25 27 28 31 38 48 S2u25u2 C> 10 co 2 1 1 1 1 1 LO wt x x m 04 7 4 B xl2'- L - - - #4 x12 40 7 @12 0000 1.0" 9.( 1 k* I _j #4(B)x21 '-O"@24"O,C. 1 1 (g) .( I I $.Ion *C6 Ll 04� F #4 B)x8 7 (B)x8,-( i #4(B)xB K r @12"O,Ca @12"OsCe @12"OoCe ( 4 g92 - - - - - - - - - - - - - - - - - 5(B) x16VO" . . . a It I 0�0 (B)x38 . ...........:�H x cD1 e LLJ n Uu) C) m I IJU03 7 �t z 7 C.> C) AIM U-3 r/ 0) cj #5 ax:4:8 8 4 #5(B) x241- 0" 10'-0 on #4(B)xl 2 612"O,C* m z 6 C*4 _4 L 4 m C) =#% x 1 1 I I I (L9 5) I of c;%j 3-#5(B)x36 I LO C4 J#5(B)xl 2 I x D3 m - - - - - - - - - -_-::----- - - - - - - - - - - - L4(B)x26'-O"@12"0vC* - 4- - - - - - - 2- _4 00 0 M.0" C) 3-L5(B)x20'- C x12 I n [4s.6" I X HIM ST O� 2 I = \_(0�1 I 0. 11 " 3 .7" 1 1.0 4 m �p B)x4 LO /-2-#5(B)xlO'- '-O"@24"06C* 3-L5(B)x48'-10" #4(B)xl 7 m c, r 1 7 #4(B)e. 9 Om@24"OsC� ft 2 \ LO 4 #4(B)x2O "@24-"OaCe in c� '��\ j 1p* I I .- � \ m M , 3 m aBx32'- O" 4/_'.,� 49 2 m X 01�j c� O� 70 to NI, c%4 Q6J7 b > C.) 8 'jo Q, -Jz 31Z� 68) 7 U3-#5(B)x36'40" 2 � 7 Qq�4) / I C1 ip x LO C) --F7777- X I C� x C14 #4(B)xj8"-6" 0"0 C* m �b x lso� m c%4 cq 0 If -------- LO C) m x C6 0� 0" I I =#= /r JR #6(B)x30 @10"04c* m LO ELEV. 0. 4 ELEV. 01 5 co :4 co 2-#5(B)xl2'N< LO Lr ( 478 u 1.0" -#5(B)x24'-C ' B)x30:- O -#5(B)x32 FRI 3 J�C _ _ _ _ _ er W % evi - ,- : . N tv Ire) P 0" 4 r I 3-L5(B)x36 6- i 5 B)x43" J co f ON "1 477 2- #5(B) " I u m e) 1P.on 6wwW r ,'l .0" SW=5 I LO 1.0" x6 --- P=4 SW=4 6 zkps�\4 ,&5 � c) 8 A 6 r I #4(B)xl 0 r A C) LO �*j b @12"0* Ce C*4 426 ELE Oa 7 3-#5(B) n a I 2-#5QB III= X30" 0" co to 0 LO X T - - - - - - M C> co b co In X4!- 1 C1 I __w_. 3-#5(B)x29' 0" X =#4b m C-4 cNd co x a co I 423 It- \0 x m 7 61 0 3j (B)x3 M 7 C3 - - - - - - - - - - - - - - M X C3 473 C) C3 -qw4- C1 _A2 b xlz�l m 00 b C) x Vo N06 0 let C) jy m m x F5 I r m r LO LO I C) x I I I � I - 7 I �; x . 4 m x ILLJ W4- 1 c%4 �b @12 OvCo 356 04 @12 B B 00ca qd- I _11 x I #4( B) 24'-0"@24 3)x20 4"OeC6 I I I I 0) # Him M C11 OWNER/DEVELOPER m i'-757 C) I 2 1 - C> #5(B)x22 -0"@15"04 Ce C> 00 1 A V%d- m CD x CO co - - - - - - - - -7M C> Z2 cs- m VAIL RESORTS LO m B)x1 21-62 , MR= LO ED DEVELOPMENT #4( -7 71 8 7 @127C� I ELE Oe 11 m 5 COMPANY -#5(B)x8'- c� V� C) Ilk lqr� I I " 4��%5 1) 1 1 1.01 - - - - - - - - - - - - AVON, COLORADO #4(B)xI 5 --E C) 0 A7 - - - - - - - - - - - - - - - - - - - - - - - - - @1 2�Oo 0 5(B)x50 on 1 3 #5 B Xi I (C53 ro" 7-t- , 1 -0 _51 - - - - - - IFF m m u - , . - #4(B)xl 4 L . . . . . . . . . . . . . . . . . "- 5(B - - - - - - -3T-G1 - - - - - - - - - -4- 1 2P- 6" DESIGN ARCHITECT "�120,C' 351 UO 4 2 1. 0" 1 CD 6 LO (B)x8 012"O. C. C> Cl> 0 B x1 8' e-C 7$+0" 7 c� x C) #4(B x16'-0" "tF3- #5 L 2 4 40 IT 6-_# . 4 1 1 1 1 5 B -VF- �51 T70 'C' 41-8" 00 3 # 11 =1 1 9! e-- 7 m m r d 2 2 2 -7 x u I X1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Denver, Colorado T to- 0 2 #4(B)x24'-0"@15"O.C. .0 00 C-4 e. C) 40 m it C11 L4(B)x22 -0"@1 2"0*C* I I 1 5 - C%4 ft a I ' 1 2 � I " I I CD Q I .On CD C.) k. 4-#5(B)xl2 cks! 0 s ARCHITECT OF RECORD C:> C::, #4(B)x22 . . #4(B)x 0" I c; L�Lj LO m GLOVER SMITH BODE, INC. �012c 0� C> x @12 OoCs C� A2 cq m OKLAHOMA CITY, OKLAHOMA C> x r a w4d_ I A2 LN 2 C%4 m 2 ED #4(B)xl6'-O"@12' 0.C, m m CIVIL ENGINEER I r m - - - - - - - - - - - - - - - - - - - - rip) C) 2 ALPINE ENGINEERING, INC, LO x VAIL, COLORADO U-) 00 00 m It P 9-#5(B)x32 P. oft @mm m LANDSCAPE ARCHITECT - - - - - - - - - - - - - - - -A- - - V4_ c;I1 I S E GROUP 4R16 I 8j5(B1x48'-0" 7 PUP REN22 -0 BURLINGTON, VERMONT 7-T- - a 10 - - - - - - - - - - - lig - - - - - - QQ Ji -----------L\.......... U18 STRUCTURAL ENGINEER $. On 4 H15 -#5(B)x 8 V- j5i(�B)0 00 HAYNES WHALEY ASSOCIATES, �4(B) 34'- O"@12"0* Co m x INC, 777 7 1 1 A2 - - - - - - - - - - - - - - - - - - - - - - - - #4(B)x37'-O"@l 2"O.C. 7/�/ 77 #4 x All +4 1 2 RR 2 1 .0" 4-L5(B )x34 .0 2 MEC14ANICA-L ELECTRICAL 4-j5(B)x44 iff 4- #5(B)x44 #4(B)x24'-0"@15"O.C. Ism .. .. ... ... 7 %&M 4(B)x8 9.011 7 DENVER, COL RADO I I 41�8" 12"O,C, INTERIORDESIGN 2- #5 )X12 .0" WILSON & ASSOCIATES #4(B x8'-O" A 6 DALLAS, TX @12 * C, 2- #5(B)xl 2 . v C. _0 _#�(B)�22P-Opj@15"06 IL - - - - - - - - - - - - - ---UUU LIFE SAFETY BCER ENGINEERING INC. 6 U61 2) ARVADA, COLORADO - - - - - - - - - - - - - - - - - - - - - - - - - - r =- 5 Lx2:21 LO 2-#5(B)xl2 9.0" 7 A PROJECT NUMBER, 20941 .00 L) 7 . 0" 0 '1 I @ C) #4(B)xl2 1 2 qt a @12"O,C, C ) c V4(B)x30'-O"@15"0.C. ISSUE REVISION DATE % F 01 C) 7 % I m 1 10 L C) CN m C44 0 m L> m � 2- #5 MILD REINFORCEMENT - - - - - - - - - # - - - - - - - - - - - - - - - - - - - - - - - - - - - PLACtNi NOTES LO m 1 -0 xlz �u / 1 * UNLESS OTHERWISE NOTED, ALL BARS S ALL BE EQUALLY SPACED c%1 A2 3x 11�010 AND PLACED WITHIN COLUMN STRIPS AS , IN ATED. �010 A2 3-#5(B)x36 2-#5(8)xl2 2* (T) AND "(B)" DENOTE TOP AND BO JBARS, RESPECTIVELY. L4(B)xl 2 C�I L 01204O. C. 7 _6X A qz� 3. UNLESS OTHERWISE NOTED, BARS SHALL B ENTERED ABOUT THE - e. 04 4. PROVIDE 900 STANDARD HOOKS AT DISC NTI UOUS ENDS, AS INDICATED, r C�I s 0* 4 2- #5(B)xl2 7P-6" 4 6 1 0 5e BAR PLACEMENT SEQUENCE: ZZ 9. #5('B)x3O'-O" C5 - - - - - - A. EAST-WEST BOTTOM BARS 2 - - - - - - - - - - - - B. NORTH-SOUTH BOTTOM BARS 18 .0 1.0" 3-#5(B)x36 .0" #4(B)x8 C. EAST-WEST TOP BARS EEE I SW=7 2 D. NORTH-SOUTH TOP BARS �0" J4(B)xl 6 C) @12"O*Cs MAINTAIN 3/4" TOP AND BOTTOM CLEAR ON RETE COVERS, x @24"OJC� 'm� 018 REVISION #7A 11 /02/07 m x r LO :qk c:1 7 017 REVISION #7 10/ 19/07 V) C� M t 6 15 REVISION #6 08/10/07 csb ;Z TD NN C::, m r r I F 013 REVISION #4 04/ 12/07 009 PERMIT SET 11 / 17/06 ci 6 .0" c; It #4(B)x22 m C=) 00 1116 & I #4(B x23'-0"02 "0006 @12"OoC6 Z X mz - - - - - - - - - - - - r a cq Xr' r r X EN 04 I x x I x 000 on r_ lr�rrr�! m m op 4 e. m C1 cD rr- #4(BPARIE ) )116"O.C. A6 rr_ 49 x m 4-#5(B)x6O (44() N% - %*5( 01 1 FM f� ROJECT 446 (B)x4do U) HSS6x6x ORTH TRUE '� 1; 2 8 )rc NORTH m 4 BYXT @12 x PROJECT KEYP m 7 A :J IL AfH '% ' A? " " Co ' or � do 2 @1 :2-#5(B)Tx2 -o* � c ..) Lu UJI I co 7 7 I '� . (B)x '0 6C* 0.0" Z: #41(B)Al2 4b @1 2"o C HSS6x6x THIRD FLOOR LEVEL MILD L) STEEL REINFORCEMNT BOTTOM BARS EAST 309 ppp B xj 70'- 01 , 2 O*C6 CO X im cell C#4 4( )jSx 8 0 61 06 6 2 X16 zff C:) 1 CN X M Lo !E#41]29-Ot" ( )x 2 0,Ce S2m2 %) m3 28 33 36 42 0 61 62 67 69 0 #5(T)x20 @18"0 C, 6- #5(T)x24D fb ST -0 iLL PON 0 0 2-#5& T) 2- T 15 0 1 . 1 1 2 111: xs,.o 1 39513 00 7777 74 / wo I I — L 7 on -08000 1 — — — — — - - — — — — — - -- 6==J 8-#5(T)x48'- is 41JA — - — - — - — - — - — - 4- - — - — - OF 6 C) c) Ot CII 04 C�4 7) x x C*4 MATCH LINE.4 ai w=kNOM4 asumm 4ummup WOMEN` womms Ln 00 00 1 6- #5(T)x24'- O" 00 .0" C) 6-#5(T)x24 PO X - — - — - — - - - - — - — - — r mull - — — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - -t 3 - -- - — - — - — - — - — - — - -- - — - — - — - — — - — - — - 4 T ROUND r� 2-#5' T) x8'. O - — - — - — - — - — - — - — - — - - — - — - — - - — - — - — - — - - +=1 —6--#5(T)xl6'-O" 00 C) x co - — - — - — - -L - — - — - — - — - — - — - — - — - — - — 2c:) - — - — - — - — - — - - — - — - — - — - — - — - — - — - — T)x20 on z C.) L x C) cs U5 8 C)� > 00 L 6-15IT108�-07 423 4__ 7_� 7 7 x — - — - — - — T — - — - — - — - — - — - _:0c 12-j5( x24 u — - — - — - - — - — - — - - — - — - — - — - — - - x 77 It. I A of 1 2 C�t C) Lc) - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - - - — - — - — - — - — - - — C) x x on `Rd- '44- 31- — — - — - - - — - — - 4__ 8-#5UT x2A u— - — - — - — - — - — - - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - t 7 (L5 6) C) 6.-j5(nx32 L5(Dx2o .0"ON BIC. n 0 x :7 12� - — - _"'_ — - —a- - — - — - — - C) - — - — - — - — - — - — - — - — - — - — - — - — - — - - — - — - — - — - — - C) 77/ 00 00 Q9 01 x C.3 1 22 8.f2Mx2 $.Olf n V) C) 6mmad x =#m 15( x24 Lummuzu, �=� I � 00 - — - — - — - - — - — - — 00 — - — - — - — — - — - — - --4 - — - — - — - - - — - — - — - — - — - — - F� 0 - - - - - - - - - - - - - - - I P � - — - — - — - 3 bo 7 LO 70-2" Q 5 1 1 rC353. 1 I 6T#5(T)xl6'-O" I I 7 .7:.. nw� - — - — - — - — - - - - __ 4=- --------- 6 #5(T)x28 OFF 5(T 7=77 351 349 Loll, — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - - C) L I 1 7 T— — — — — — I - J x 5-fi5i T — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — in OWNER/DEVELOPER - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — — - — - — - — - — - — - r CD Ot 6-#5(t) 24 -0 VAIL RESORTS x c 110 Z 348 _F U9 7 7 DEVELOPMENT 14-L5(nx24!- O" x — - — - — - — - — - — - COMPANY (3 �7 AVONFCOLORADO C.> j5) C) 00 CD L 1 14 , c) CD Rid- 7 1 00 � I I x A C) m #5(T)x8'-O" DESIGN ARCHITECT C14 00 ro X 2 x x x x @18 C� U41 LO co UO CD :ft zrh Z* LO I 00 ll -#5(T)x24 2 10- 4 40 - — - — - — - — - — - — - — - _T- - — - — - — - — - — - — I LO v8-# ty� 24 - 0 Or I LO 7 1 7 1 LO 001 Denver, Colorado "X a L5(nx20 on C4 LO TYPICAL COLUMN STRIP 0 1 FOR 9Y2" THICK SLAB FACE OF COLUMN z"a ARCHITECT OF RECORD L01 GLOVER SMITH BODE, INC. OKLAHOMA CITY, OKLAHOMA - - - - - - - T T -3-7 3 C70 4- #5(T - — - — - — - — - - — - — - — 45M — - — - — - 7 CIVIL ENGINEER on 9. on 9-#5(T)x24'-O 3 710(T)x24" 0.0" ALPINE ENGINEERING, INC. 6-#5(T)x24 I - VAIL, COLORADO 7 V--t- c 1 3 - - - - - - - -- - C*4 a LANDSCAPE ARCHITECT pe) 00 x C) S E GROUP BURLINGTON, VERMONT 5(T)x9 #5(T)x7' 6" # #5DT x207718"OT 4-#5(1 )xl 6 STRUCTURAL ENGINEER — — — — — — — — — — — — — — — — — — IT II. on HAYNES WHALEY ASSOC 7 1 5-#5( )x28 012 6c @12"0* C, on U331 INC, 5104 - , A HOUSTON, TEXAS C) O*Ca TI 6-L5LTjx24 I MECHANICAL ELECTRICAL 0 - - — - — - - PLUMBING ENGINEER on - — - — - — - — x 7 1 4-#5(T)xl 9 C> I ABS CONSULTANTS INC. j5(T)x28'.O 7 lz� I J ul 1 �1� � C) DENVER, COLORADO at qq" I =N= $.On X 1 12 r INTERIORDESIGN LO WILSON & ASSOCIATES x C5 42- cq ';� C5 mid- DALLAS TX q p CD C%4 I 0 x cm MILD REINFORCEMEN4 PLACEMENT NOTES LO Lo 00 =#% LIFE SAFETY 1 n r� I m x 14 NLESS OTHERWISE NOTED, SHALL BE EQUALLY S ACED \(T BCER ENGINEERING INC, AL A'S 12 81- 0" AND PLACED WITHIN COLUMN S R PS AS INDICATE ARVADA COLORADO I Loo I 2Z15(T)x #5(T)xl TOP tND BOTTOM BARS, RESPEOTIVELY. 326 ) 1613-#5(T)x24 on 11 1 1327 2, (T) AND "(B)" DENOTE '410' O" 6NO L 9-#SMX3"- _ E5 - — - — - — - Mir TERED ABO T THE 30 NLESS OTHERWISE NOTED, BARS, SHALL BE CEN X> PROJECT NUMBER, 20941 .00 7 C) 00 C.? A INDICATED. 7 4. PROVIDE 90* STANDARD HOOKS T DISCON11NUOUS ENDS x C) CD C) C3 x on % 5* AR PLACEMENT SEQUENCE: ISSUE REVISION DATE C5 Lo #5(T)xl2 2-#5j) Q #5(T)xB'-O' "Ti�8�0 8�ca LO . 0 r EAST- WEST BOTTOM BARS x8 ED fi5(T)x18'- O"@18"O.C. P8 0�c WP \06 -0 NORTH-SOUTH BOTTOM BARS I -i/5(TIX44 SOFRO 7- - — - — - — - — — - — - — - — - — - —/_ Z4. 11 .1 NORTH-SOUTH TOP BARS Ism x 7-j5(nx22'-O" n325 z sw 2p 111.1 TE COVERS AINTAIN ;Y4" TOP AND BOTTOM LEAR CONCRE 2-jr5(T)x44F- CI #5 T VAO 0" u-,85(!)x36 0 1 L @18 -#5(T)1 :1 2 00 1 q 1 5` 1 1 q"`�2-#5(f) 110 C) 2-#5j) Do on x7'-O lie co Fussell x OF CD t Pon c) 8-#5( LO x44'-O" swumil g"i zo x x qd- x X J� x � I-� I z I 2-#5(T)x4!- r I 2- #5(T)xl2 CD Q: 5 2-#5 1 2 IF CD �& d-O T (322 C%4 crr =I co 8 0 Typo) 8-#5(T)x4 ( 3204 FINISH I�Off lolmi .0" 13- #7(T)x24!- O I 12-#7(T)x28 CD 12 a - — - — - — - — - — - — - — - - - S. -0 I. . CD - — - — - — — T)xl 4 IF x L ) r T�_ cco — - — - — - — - — - — - H 11 5-JZ(I)x L LO # -:2 x —7 — — — - - — — CD If C) C) 71— it4 - — - — - — - — - - -I - LO '312 x WINES an= 00 6-#5(T)x2 - - — - — - - — - — - — - C*4 0-0 I cq T A018 REVISION #7A 11 /02/07 LZ x x C) C) a C-4 017 REVISION #7 10/ 19/07 Q0 cq x WD06 CD x a CII I cc L 1 013 REVISION #4 04/12/07 C) I qLKK)— LO I I a*u 009 PERMIT SET 11 /17/06 C5 x C.) a . 0 � 1 7 Go a 00 LO C) C) C) 10 FACE OF C44 1 1 r I E CA COLUMN STRIP C LUMN m D ion 7 1 a C) ICK-SLA X C) Q 00 & 1 6 1 V 9-1" a I I C> 0 a tft I up) C) x x ft a 00 C�o lr�__ - � - - Lu C*4 [rOR' 5 (T)xl 2 + x C.) I F- 2 x b a 00 a CD a 00 "cd : .on F5 I 1 7 12 on ci If z e 0� 0 a 1 00 x x C) w 1 44 2 1 1 x 0 1 co 1=� x 6 1=% x LO Lo 00 A 1 -: 2 5 % a N� 00 MHz I 1= NNI I F- 3C 0) 00 co x LO \j I zt I r mi -01 1 30 13-#5(T)x38 30 oil LO F� �Ul tM521 qtz 7-#5(T)xl2' I b I - - — - — - - il- - ------Q —14 �f - - - 8 - Wx I� ASSUME C11 IF 17 !1�) � T I L J was NN do L? k0jEcr L3 ORTH — — — — — — —I — TRUE Nt�j I i I , 1= to W707 LO T x3A' ULA .9 6 it fz(]F)x20 JOIN, 14 Witt Jr Local 28 7 ffisaw" 7 7 THIRD FLOOR LEVEL MILD STEEL REINFORCEMNT 308 23'-r5m 1 4-L 1 13p-5" 140-2Y2" 15 .3Am" 15 �ow TOP BARS WEST 2- S TT) 8 f5(T)x415"-0" JF7 -7 x +.C,:) 348 2IT 132 10 14 1 19 20 22 23 25 27 S2 ., 26ml 17 21 23 24 26 32 34 41 48 39513 29 49 51 0 4e t" 0 AL %,43 > 09 C) 114 71�- - m M w _4 4 mu in !:=::l i iiV 1.= - C4 �7'v t - - - - - - - - - - - - - A (T), xl 6 449 ul %4 (566 lill � I 441 x r I � 0 A7 x CO X, LO IL, 1 0 1 7 CD J x 777 C) C) I � 00 x LO cn 1114351 co I 43 on 8-95(1)16 Al N - - - - - - - - - - - - - - - - . . . . . . .................................... 4 - - - - - - - - - - - - - - - - - 4!-0" ........... #5(T)xl '-0" 11 8"O.-C c I:) 1 1 19.3" OWNER/DEVELOPER 00 FACE OF COLUMN 1111:4- r TYPICAL COLUMN STRIP F� I FOR 9)/�" THICK SLAB V.LAdL RESORTS LAO ZNZ: I 12-#5(T)x2O$.ON I - - - - - - - T _ _ T _ - - - - - - DEVELOPMENT co 31 9) 0)'1 r 1 1 15- 5 T x2A ' 15-L5MX2 -0" COMPANY AVON. COLORADO - - - - - - 0 0 - - - - - - - - - - - ri ull 33 X-lb -U c I IF 371 C) C3 CD 5 0 1 8 0.0" Vi "', x C5 I ill, co 00 a CD UO C3 DESIGN ARCHITECT 98 CZ) C) �20 CO 00 �14_ co X x p C'4 co x F- Fill 00 00 a) C4 4- =*60 L0 LO xlz - . LO I #5(TW4�-O" milli 2 1 1 1 368 �j � "ll'i 40 04 C) x 6-#5( x36 on 18- #5(T)x2O' - - - - - - - - - - - - - - - - - - - - - - _ T 3 Denver Colorado - - - - - - - - - - - I LK r #5(nx22 80.0" 2-#5( ) - O"@10"O'C' on 94 qI% r - (T)x16 7 x12 - 0 it 0. 0 1 1 1 6 2 00 X cb % L 2-if5T) 0.) jz� 1 0 5 [ #5(T)x21O'- O"@18"Oc. j 6- #5(T)x24'- O\ I iiiii'l Tillilli8 - C' ST Ov 2 a I #5(nx24'_ O"@1O"O'C' ARCHITECT OF RECORD 001 GLOVER SMITH BODE, INC. 2 T)x4�-O 74777 X8 0 OKLAHOMA CITY, OKLAHOMA I /-2-#5(T)x 0 A6 C) Lo 1 7 3- #7(T)x48 2-#5jy 0 cj - - - - - - - - - - - - - - 8-#5(T)x48l xs'-u ALPINE ENGINEERING, INC, =j swm 2- #5 T) x8'. C) VAIL, COLORADO i6 on C) 32 11 x LANDSCAPE ARCHITECT 72c:�/ X8 81111111115" X x x L I I bo 2- 6-#5(T)x S E GROUP MATCH LINEL, Al C> % "I wx x J5, T) Lcl c:1 BURLINGTON, VERMONT ?%04= i-i r I p x _r' 6 p . . l I I C) 1=� I kruL 6-#5(T) ;_LL 0 0 - 1. 0" " I I I I " I I Ak 5- 19,-0 9-#5(T)xl 6 co I A x38'-d c4s L CD 2- -#5( E C> - 4267 I LO 0. 0" C�j 1 1 tW 11' .' _L� IiiiiiiiiiD STRUCTURAL ENGINEER . 0" 1- - j 6-#5(T)x24 . 0" 00 2- J5, T) T) �-#5( xM-0" -0 00 00 ............. x C*4 04 INC, X8 #5(T)04�-O x1 2 -0 1 /-UR c6 x x - - - - - - - - - - - - - - - - - - - #5( x14'-O" @12 011,Co J5(T x *C' HOUSTON, TEXAS r ELEV. 0, 4 'll ELEV. 0. 5 f iiiiiiiiiiiiiio IV A I co @12ffi L0 L0 co 2-#5(T) 12 2-#5� 2-#5(T MECHANICAL ELECTRICAL to PLUMBING ENGINEER 0 x8'-O X8, Q 7 C) r r' 11 "1 ' ', 'j ABS CONSULTANTS INC. -#5(T))(1 6'-10" 1 (U7 �A . ............. I I I co I 6. x 8-#5 x42 - 0 /--U DENVER, COLORADO U C) r tj .6�- (T)x20 SWm 4 CD 1 00 Eli 0 1 SWm5 2-#5(T)x4 INTERIORDESIGN QbJ2 co 2 ftl F C=) z L I ill U id 8 5" Nil) Cb4 x WILSON & ASSOCIATES 0 X ro Oh ( 9) X �5 jZL5(TLx1 2 F DALLAS TX in 1 2- LO C) rill') co Z:tk I x8'_O CD C) 6 Z-&Tlx m8�-_cc - - - - - - u 3 C3 i.... . ... ...... ........ a) zftt ro (423 cj C> co cq- - - _7771 X / i LIFE SAFETY on 0 T x 4 - 8 on 0 BCER ENGINEERING INC. x x 12-#5(T)x24 I i p co m 00 1 lik ill 7= co C) _I Z 11 ' : I . (Ti - - - - - - - - - - - - ARVADA, COLORADO C%4 cn) C) C� 7 IZI X LO F� 00 00 C) LO x I LO 03 LO X CD 424 F y x2ll� -*cr ul 03 PROJECT NUMBER, 20941 .00 LO U0 LO A2 7 U ISSUE REVISION DATE 00 L #5(nx2O'_ O"@113"C C. 6*- #5 CD x32 A2 5*16 on co mmm=ml I Im 1 SIO'Ce 2 u C) 01 7777 15 T x8 -0 A P.011 - _...l.'E - - T r bo 8-#5(VI x20 ill @18 O* Cs ill, C) iiiiiiiiiiiiiiiF x X x ul) (355 p 0 1 X I a 12l' CD 8-#5(1)x24'-O" 9- 5( x24�-O" (42D5 2- #5 cc ft 0 1 '(T) coo If) 00 D. O - - - - - - x 00 cy) ii 0 U*) X8 be 1:� it I .0 353 - - - - - - - - - - - - - - - - - - - - - - - - - ( 42 5 T)AB f-U CO 7 N $.on IFF 6t#5(T)xl6 1.0 lit 14-L7(j)x20 6 #5 2__-8 V_iiiiiiiii0m . lillillillilb � - r I _T n fli I - - - - - - - - - 6=#5 - lu I i P.On -3TG1 14- #7(T)x2O =7 4 J CAD 111111.4 7 - - - - - - - - - - - - -3L - - - - - - - C) 0� "r b I A7 x ---------- - - - ---------- 4J6 F_ CD -5-�51TTAW- iiiiiiiiiiiiiio 7� 'IT 4�ll 2- #5(T)xl2' 0" IF_ - - - - -i - - - - - - - - - - - - - - - - - _ - - - - - - - - - -4_ _ _ _ - A-- - - - - )k24 u 11 #5(Dx24`-,b" I r F r17iiiiiiiiiiiiiiiii' coo -T - - - - - - - - - - - - - - - - - - - Z2 iiiiiiiiiiiN lillillilliv iiiiiiiiiiD - - - - - - - - - - - - - - - - - - - - 14- #5( x24'-O" I .#5(T) r x12 7 018 REVISION #7A 11 /02/07 .0"@18" a J 411 ) #5(1)x28 Oaca 00 3 117 EN I x C> 7 0.0" 7 017 REVISION #7 10/ 19/07 I= t d #5(T)x28 @18"OwC* 2-#5(T)xB illillillillo CO x LO Lo 6 015 REVISION #6 08/10/07 C) Im x 7 li 1 7 #5(T)xl 6 1.0" #5(T)x8 018"Ol 013 REVISION #4 04/ 12/07 @18 Ol 2 C=) ilill .0" 4 13) 4-L5(T)x1 6 1111111.0" 009 PERMIT SET 11 /17/06 12 01 CID C) LO CAD I X .on (T)x24'-O" 11 -#5(T)x24 11111111`7 L. . . . . . . . . . . . C*4 - - - - - - - - ____ - -A - x riiiiiiii� __ PUP u') 1 O-L7(nx6O .0 41 (417 1 1 - - - - - - - - - - - - - - _ _ 4 + I - - - - - - _\ QQ OTE A 1 Q 1L5(j)x24'_O"@1 8"00C, #5(T) 440t c 110 C) TYPICAL COLUMN STRIP MILD ENFORCEMENT PLACEMENT N 11 -15 T)�X4;� _0 1 1 1 1 C) FOR 9Y2" THICK Z)LAb 04 C�o FACE OF COLUMN UALLY SPACED 771 X la UNLESS OTHERWISE NOTED, ALL BARS SHALL BE EQ J I I I ll 7/77 AND PLACED WITHII COLUMN STRIPS AS INDICA 41 1 1 a - cj T_ - - - - - - cq x (T) AND "(B)" ENOTE TOP AND BOTTOM E 2 1 1 1 21 ll� a - - - - 00 �c a LD BY T 33-7 1.0" 00 4- #5(T)x37 on uj I 8___wTw 0" 3. UNLESS. NOTED, BARS SHALL BE CENTER D ABOUT THE 4-#5(T)x37 4-#5(T)X44 - e. PO LO D" 11 7AR S RESPECTIVELY. R EV T It - _ _ - - _ _ . . . .j ........... . . ....... 9-#5(T)x24!.-o I I I TH UPI 1 11 6-#5(1)x24!-O 4. PROMDE 900 STAN ARD HOOKS AT DISCON11NUOUS NDS, AS INDICATED. sp) NORTH 5* BAR PLACEMENT S QUENCE: PROJECT KE 2 2-#5 ' x12'-O built Colorado A. EAST-WEST 80 OM BARS 00 rtw, I 1 1 -SOUTH BOTTOM BARS on B. NORTH 5 T cB'-O" C, EAST-WEST TOP BARS D. NORTH-SOUTH 'IOP BARS #5(T)x20 -On@18"Ol MAINTAIN :Y4" TOP ND BOTTOM CLEAR CONCRETE 0OVERS. 45 9-#5(T)xl6 THIRD FLOOR LEVEL MILD - - - - - - - - - -- STEEL REINFORCEMNT 8-#5(T)x22 TOP BARS CENTER m rrrr, r.. &RITiliveW.11" rT t4 ADDED GRID LABELS S 2 0 42" 6 m 2 14 15 19 20 22 25 27 28 31 38 48 c� L J 10 3" FACE OF COLUMN Al TYPICAL COLUMN STRIP lz� I D FOR 9Y2" THICK SLAB 12-#5(T)x2O 9.0% ato T - - - - - - - - - - - - 1 0.0" 1�0 ri (nx24 15-L5(j)x24 @42 8-#5(T) 7 - - - - - - 1 _&_mT7x20-0 �rm v? I I .0 - - - - - - 39513 cc f cc CD x16 fro 00 5(6TTX 00 0*4 1 IT ca C> LO X X C) C) 503 ) a CD r6 �4 � 0" 0 X C5 #5 T) (36 � 0" 1 $30 3 Q70 I ( 5 DO L I q 0 _u Doi It X 12� c I> 0 1 00 C) CD r� LO X X I X m co "44- t X m"m 0 C5 mm I VIC) Wao �00 I I j CIO k X 1::� c%1 4 1 ll -#5(T)x20 hc 1= co F A6 C3 co X 2J5 - - - - - - - - - co 4- - zft -Z 5 1. x 5 j=% X Lo LO x12 -0 LO to CN X CD LO co (496 7� L4;ZOO ) I n .#5(j)x44 on .on .1 1 6-L5(nx36 18-#5(Dx2O 00 23) 6-#5(T)x26 .0 2- LO #5( - - - - - - K z j5(nx22'-0"@10"O, C, 8-#5(T)xl6 IF 0 2- 94 1 80�0" 9 2-#5(T) T, q I x12 - W-O ...... co P� 0" 4� X8 ()b LO 2118"0 6-#5(T)x24 9. C:, L ST 2 >007 J5(j)x24 0"@10"O. C. C) 24 �.O 2-#5 CD M X X X X F- u F CD un I C2-#5(T)xl 0, 2 6 1 1 7 I . I,- � I . 11 - fit LO 1 7 1 x8' � f)x4 i-/ T 3-17(ny,48'-O" 2- #5 T)- C.) co CID co 44 T) "- 5 T x48 ...... SW4 x8' 0 5 a x I CD 2- #5j) 6-#5(T)x32 C) co C) 11 64 I - � jj 1 4 tn c� 2 � P.0 0 X x8 81-5" e. F- C� C) CN4 X X X rx0 CN X X LO 1 8 LO CD p C> U67 wi, 6-#5(T)x38'-d 4) -vo 09 9. �0" #5(T)xl 6 5-#6(T) K1 9' ------ c%4 0 .0" C) x CD co LJ5.aTx24 - I p 'r CD CD � 2-#5 T) J5 T% Ln I L CD C) 2d 5( ) w (427 !`�. r� X I I - #5(T)xM- 1`0 .0 Do 00 C4 6 0 X x8 4e! X #5( x`14�-()" x _ u X x I �R) V) #5(T)xl4 OFF 01 2"Oo Co III #5(T)xl - b @10 O*C4 ELEV. 0, 4 ELEV. 0 5 11 v CID X 0 1 15� Ok IF 00 1 1 @12' cn #5(T) 2-#5(Tj 98 , 479 LO !4 on 5=07(nx3l)�_-Q - - - - - - 2- 8-#5(T)x 4- 0" x8'-O "- 5 _X N C> I F, �0" -'F , 7m In 1 11 1 - - 1 -till 9-#5(T)x24 F� AO 47 #5(T)xl '. 0 2-#5 x6 -0 CD 6-#5(T)x38' 8-#5(T)x42 P?/4.z� �%N% g�. CD -2-#5(T)x�V-10" r \ p 2 SWU SW=5 r ��m cD C=) C) C) I 1 5 61 9.0" C) ELE Oa 7 -J5 nx3o 5 cio X X X X F- (T)xl _T_ LO X 2--#5j) CD 2 r X iIm� LO L v r ",mml 2D3 Ci 3-#7(1)x29[-O" X8 -0 C3 00 0 1 1 - T - - I - 7� -7 CD co fts on a P. (T)x36 - �0" 12-f5ffix2el RI 1 00 1:�% 00 12- L5(L)x24' I" ri 0 9F # 8 CD CD C1 F"F I 473 le Nk C) 472 C) . 0" 1 v I X X LO I F" 9- #5(T)xl6 - - - - - - - - - - - - L 'I, X A co CDP V* N04 0 LO X m Lc) X Z6. LO cn r�, co S x . 4 Co u") 6) __:3 .0" co - #5(T)x32 OWNER/DEVELOPER C) 5*16 0 00 1 LO U ) C) r I Z& -� I= �* ; #5(T x8'- O" C) CID C> 1918 Doue tj 3 I co 5 -0" t $� -1 1, C> qq- @1 8T.C. VAIL RESORTS co -#5(Vx20 T C4q- - - - - - - - - - - - - - - - - - bo 144- �4_ 8 0 1 1=� 018 O.0 X - - - - - - X X eq C*4 C) 5(T)xl 6' 0 IL # C3 I UEE DEVELOPMENT ELE 0, 11 I 5 C, 00 r\7 �D W) 2- 5-L5(j)x2O COMPANY Lo co I I 'I & (4,4 X 00 U71 X8, 469 4-#5(Tlxl 4 S.O" AVON, COLORADO . . . . . . . . . . 0�0 353 1 1 1 . . . 1,421 ) 8-45(T) 8 1. 0" '\.420/ IFF I 6+#5(T)xl 6 - - - - - - - - - - - _ Ln Il ±ZL7LT x20'-0fl_ 1 I- C) - - - - - - - - - - -3T-GI - - - - - - - - T I DESIGN ARCHITECT 4 A Q UO4 ( 25) A C) 7 sw= 14-#7(T)x2O'-O" "777 C) u F351 2-#5(T)xl 2 1�0"�/ 21 #5(T)xl2 "L ...W C3 2 L I - - - - - - - - - - - ------------- + - - - - - - - - - - - - - J5(1)xl 6 9. 00 co - - - - - - - - - - - - - - - - - 4 40 v 6-#5(t)k* 24$. On I r 22 @1 8"O.Ce 11 �#5( x249-,b" I I I 1 . 9 01 TYPICAL COL - - - - - - - - - - - - - - - - - - - - - - - - - 71 - - - - - - - - - - - - - - F _ _ _ - - - - - - ---------- Denvcr, Colorado FO"Y20-THI K-StAB - - - - - - F _T - - - - - - __T 2 - - - - - - - - - - - - 1 1,09 1 f I Li 3-#5(T) m C) I Y.Ove "d- I x12 C,4 #5(nx289- 0"@18"OoC* a 00 C.5 1 11 3" C) I F771 X ci 7 FACEOF COLUMN ARCHITECT OF RECORD L5( X28 @18"O, C, on 11 1� a I I #5(T)xl6 u i I I 2-#5(T)x8 GLOVER SMITH BODE, INC, X Lo I I e. $ 12*� Mgt 00 OKLAHOMA CITY, OKLAHOMA C%4 MIX on 7 #5(T)xl 6 777 03 r T CIVIL ENGINEER (464 F C) C 1=) T P6 ALPINE ENGINEERING, INC. I $. on 9. 0" -#5(T)x3i qLj- - - - - - - - ---\\ VAIL, COLORADO m 12 463 11 ED CD I 4-#5(T)xl 6 $.on CID 1 0 A6 p @mm 0, 0 x r I I �' 4-#5( �010 X I)x24 I L. . . . . . . jeo!e - - - - - - - - -- - - - - - - - - - - - - - - - - - - - 41 LANDSCAPE ARCHITECT .00r 4-66 r� LO (L1 J6 1 1 1 -7) 1 BURLINGTON, VERMONT 10-L7(T)x6u -u r4l S E GROUP PUP IF X - - - - - - - - - - - - I - -1 1 - - - - - I t - - - - - - - - - - - - - - - - - - - - - - - - - + 12� - - - - - - I - - - -L � QQ AIR _ri� i : 1#5(T)xM-0"@18"O. C. Lo I I STRUCTURAL ENGINEER 1 1 �mr 11 -#5 'T)x44'- 0"T I I HAYNES WHALEY ASSOCIATES a k I V. i;(T): 7 X Tx 7/77 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - HOUSTON, TEXAS c 0 C5 LO q CD F�_ 4- 5(T)x37 2. 0" 4-#5(T)x37�. On MECHANICAL ELECTRICAL # Q TD 4- #5(T)�44 PLUMBING ENGINEER L DENVER, COLORADO C) 9 � I #5(T)xl 2 on X @18 06ce WILSON & ASSOCIATES INTERIORDESIGN 2- #5 12D 0 LO )x DALLAS, Tx #5(T)x8 -0 A Z2 X F � 0 on @18 oC, 9- #5(T)x24 LIFE SAFETY - - - - - - - - - - - - - - - - - - - - - - - - --uuu BCER ENGINEERING INC. U61 ARVADA, COLORADO 45 9-#5(T)xl 6 (90 p on - 45- 0" - - - - - - - - - - - - - - - _�-05 T)x24 9_ _#5(T x2 - - - - - - - - - - - - - - - - - 8-#5(T)x22 9�0" 7 I PROJECT NUMBER, 20941 .00 2 #5(T)xl6 A @18?,O*C* st ISSUE REVISION DATE C1 IL ' #5 81O.C. C=) CD C%4 C> X X co A2 F X x LO a a LO cn� CD CO LO 2- #5j) I MILD REINFORCEMENT PLACEMENT DIES L @ . 0" 8-#5(T)x4O x4'- O or- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - IFF, lo UNLESS OTHERWISE NOTED, ALL BARS SHALL Bq1 EQJALLY SPACED F7�7 N _@ AND PLACED WITHIN COLUMN STRIPS AS INDICA D, L3-#5( x12 9.0" 26 (T) AND "(B)" DENOTE TOP AND BOTTOM BARS;, , RESPECTIVELY. #5(nxl 6 1�0"@18"OOC6 3-#7(T)x5O$.On 0.0" 2-#5(T)xl2 3* UNLESS OTHERWISE NOTED, BARS SHAH BE CE TER D ABOUT THE 149-6" eL IF, US INDS, AS INDICATED, 4o PROVIDE 900 STANDARD HOOKS AT DISCONTINU S Oo 4 #5(T)x18'-0"@18"O.C. 5o BAR PLACEMENT SEQUENCE: 149-6" @46 on A, EAST-WEST BOTTOM BARS ll -#5(T)x20 .1. '�' 3�Pg... �"PP P�....Nl� IPPP-SP ... B. NORTH-SOUTH BOTTOM BARS 0 C. EAST-WEST TOP BARS 9 on 8-#5(T)xl6 9 D, NORTH-SOUTH TOP BARS ll -#5(T)x5O .000 SW=7 45 T) nEEE MAINTAIN Y4" TOP AND BOTTOM CLEAR CONCRE7 C VERS. 2-#5(T)xl2 X8` 0 $.on c I D 2-#5(T)xB 151 1 A 018 REVISION #7A 11 /02/07 19. L5(nx1 - 0". C4. 1.0" rr��_ - 7 6-#7(T)x26 7 017 REVISION #7 10/19/07 X - - - - - - - - - - - - - - - - O"@18" DeCo /6VO15 REVISION #6 08/10/07 - - - - - - - - - - - - - j5(nx16 C5 013 REVISION #4 04/12/07 C%4 C14 X C) 009 PERMITSET 11 /17/06 mi I X C) 00, 03 1 a 102% 00 X C) 100 04 LO jc � I X C) C-3 1::� a s: CO 0 0) 8-#5(T)xl6' LO - - - - - - - - - - - - - GO C3 C.) CD 8- ED X X C5 Co C) -52 01 It a � ,4 1=� D CD c* cx) co LO 00 C3 C> co0 C:) X C) (=> ........ CID ul C.3 LO q1t gr N 49 7 00 R LE -1 D Y :*h X X C3 X I C) a �p p z I 1::� �0; CO 8-#5(T)x26 LF I 1,# 112 P.O" lr� 9-#5(T)x36 --A PROJ CD 446 oo. L� Q Q 5 8-P T)x5 Oia IN1100R, U0 3 cq -ON PROJECT KEYP AN X L L� 4 LO L Ebu , Ht Colorado 1.01i IF� 9-#5(T)x3O (44io Lm 0 0 w / / - - - - - - - - - ---- Lu llm� 16� Lu I / 7 - 2-#5(T)x ' 2 THIRD FLOOR LEVEL MILD mmi 1 445 L REINFORCEMNT IL TOP BARS EAST STEE 309 H F T F. T �T 0 99 6-# 00 F. CO 1-0 L I J6 2-_O " ig UK x 71 STT x4 00 2 O:T:) �_O 2-85(T)xl 02. 28 33 36 42 50 61 62 67 69 S2m26m3 - 17 Y3 24 , I 1 I I f I ► I , . " , " , " 9 " , " a " r " " " - , " r " t " a " - 25 -1 12 - 14 --0 12 -5 7 - 10 -11 14 -0 11 -4 - 12 -5 14 -0 11 -11y 13 -3y 2 -2 .6 ®7 " i I j 4'-1 " �, ® 20'- 1 ! L f f — ® — — _ co}- 1 1 I f I f f 12 -2 " oY " I 1 -s7 2" —3 f f E 0. en 2 f f 5 " ,_ 7 a �n ras 17/ 4.0 f 4011 I I I '-09/" y ` - - - a CI I A Lo I 1 _ F I - f I 362 I I ul "- " f 360 si 359 \V ` _ , SCALE. r 1 0 I I I I f 361 I 356 f I co i tf� - I - \. _ - _ _ - _ nzxs. .za. 423 ` 1 . F{ . FLOOR EL, 6166'-2" Lo r i € -E - 7171) 6 7 I 3. RE* SHEET 1 F STRUCTURAL \ 7 —7 f — I - 12 e. B " I " '® " , Pr 9 " i 4. : SHEETS 1 U S . F T DETAILS i , 0'-1 " I { 5.IND E: SHE F L DETAILS I " 4. 2 I , I f 6. E: ET F CST I PLACE L SCHEDULES I I N 6 I , I — tom? - - - - - - - Z - EI.. 1 - - - - -I- - - - - - - - - \ - - - - \ - - -�- - - \ - - - - - - - - - - - \ - - - - - - - - - - 1� . o SHEET SERIES >01 R H ALL SCHEDULES - - I � I 9. E: SHEET SERIES 59.01 FOR GIRDER SCHEDULES 355 2" 1 '-10}x" i I 2 4.'-a" 1 f. ' 6" r 354 7 I f " � I f 6 , cc -_ , f I I I f ea 353 Ids ID - - 12'-2" 14 -10" 1 '-1 " I AN - 4 N _ - - - - - - - - - 3 - —+_�` r 4 - - - - - - - - - - - ' / - - - / - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - `� - I - - - - - - - _� 346 %40 F ` 4 l r f iq ' ' ' ' r I A I 3 / j co Lo 17/ 4.a I I 5 ' I 6 _ A f N 1 Z.Z. I .: .,.. .. 347 - �. N f I f 7 1 t � I I DEVELOPMENT Q J43 COMPANY co 4' I ® ,® " 2 I I 4 ' I ANON, COLORADO gv, 1 1 I , f , i { - I (3 4D1 iL 2 4.01 12/S4601 I ' ICON ARCHITECT I f 2 wl ®1 " , I f 4 40 acv I I I I f 4'®1 " I 1 ® r a Go f "Go Lo e2 j2 I "'a 1 env , Colorado N I I 9/S4.02 1 f ' f f f ( I 337 I 33 ( I ' 7 ` ARCHITECT OF CO _1 ♦ - - - - - - , - - - - - - - - ? f GLOVERSMITH BODE; INC. j 335 _ f ' f N " I M � �. I I 1 . OKLAHOMA CITY, OKLAHOMA ¢ \ \ 6 I I I C ENGIZ•�E r ( ALPINE ENGINEERING, INC. 12'-Sys '-11y" 3 -9 ' " ) STAII, COLORADO / 4 N 91� THICK 4000 PSI a \ \ � - f ( CONCRETE SLAB SCALE ARCHITECT' I 2/S .01 ° ' I I T- " I '{-4" 1 S E GROUP 1071777 (332 } ®� ` 1 T I BURLINGTON, - - - j/\ $ - -+ ,''♦� , , - °°, 333 I - ' _ f 7 I ° 7 ; I I '- " 2'- " 17°- y" O'-1 " ( I I STRUCTURAL ENGINEER . .�'. _ S Y ASSOCIATES, . \ I f _ ` ,/. �, \ C� . - I . _ I f 4 / , -�-• 1 I I - f I INC. _ I I US N, 2, 7 I I 2"� I I 3 1 f I N , I I 1 ' ' MECHANICAL CTRL I I I i `�' f f PLUMBING GI �`I a �`1• \ I , I " 5'® " ' , I ABS CONSULTANTS INC. `` 7 I f I SI I 7 I I I g DE COLORADO uo) -a'-1 " ' 1 1 i I ' i , I ( I OR DESIGN ,- �, f ®N .�SOCIA s R f _ I LIFE SAFETY BCER ENGINEERING INC. V A, COLORADO 59 a 0 lo' - I I f1 ( PROJECT NUMBER, 20941 °OO \�F 14/54.04 i " , f ' f \\v�® � -' r g . 13 THICK (5000 PSI) I I ISSUE VISION DATE `3 �. ` s CONCRETE SLAB ' C f \ , 2 A� f f f f - - - - - - N . a I i N f 6" , f f 2 I I f N a I I � - - - - I I jr - 5 34 , \ - 1 _ f f '-6 8" f , I f I g to _ , 11 -7 " 5'- " 5`-1ly" f � r " " f 1 i ) I I ! I 2 -3 9 -7 1 " , TOV ION UPDATE 10/05/09 B 0. D CK EL - B.O. ECK EL. _ v, I a +2 -5 B N co +2 AO ' , .� 4 -0 7 - Y2 .- I I ( A P GOA 03/ 17/09 ,� L 4 � I LE ;320; I I I I SI f ;32L,1 I I ' 'ui N P A \ h °— I 13241 -... : - �c - - _ _ - - - - - —` . - - - \ r�r-I— - - . - - - ASI #041 06/30/08 {0 1 ' I ( \ , `31 ° - _ 1 I _ ( ;321 ; ASI 28.R1 06/02/08 SI ASI 31 04/ 10/08 N n o ' 29 1 ( I f I I ( I 57 7 , ' --- Y' ' '" , I I f 3'-7" - - - - \ - - - - \ - - ' f I i ' �'Z°® f 2 I #330 01 /14/08 9� t.0. - - - - I - - - - - a —III " I I 1 /84.031 f + j.. i x1 �Q, rf- I N i N .. 018 VISION 7A 11 /02/07 ' . r' ACE OT. 1 /S5.O7 , i / 6'- O.C. CIO x '- "- 6 O.C. cw x 2 1 7 I rw _' d C I I f I I I ) I N ' I 7 017 VISION 7 10/19/07 ® f /f GIRDER ' R / v I I ' ' I ' 6 015 REVISION #6 08/10/07 I r DA 2 r ` , ,�. Ira S , I f SI \ ,� / F F \ I , � I I ' 014 VISION 5 05/04/07 .0. DErC EL. °= , va I ' ' ' ' ' 013 VISION #4 04/12/07 ,,, A /3/v M F , 1 I I f , 12x - I f _ I - - �_ - 2 - - - f- - — f W f ' ' 10; f ° I2EI \ r' I r EI --I —' r 31 35 i I i I Q I - i i f f e 009 PERMIT SET 11 /17/06 x 14 - - 1 - FF.. : � ' J � ,✓`' a� I +- " 5/S6.07 � I I I � � I 0 - 0 1� , � I I f e. > �... N /� f I . . - f - 5'— Y" 1 '—o" , I N N i N i ' . . 4°-V" - I ' I ' - . i ° " r a - , " r " , 1 " ! 1 \ mss' _ " I 7 f - f - c„ / 5/S5.0 - ° f1 _`4 s - 1 - 1 lly I I , 1 I I do 1. . ... f f 14 14 - 1 /S5°01 z c r " f 304,1 I 1 ;305; 306, ®, \ N : 1 V a N d ,e''., r'" I 1 07i( w,.....i ' 1 I `_.�.d , 1 1 I ♦ ' ' ' BoO* DUCK EL 7 ' F+=33 AO %///® S , 4 _y �1 I ACE 4 ° ' I LE. f I ' r f `. \ I I ♦ I .— - - - - = - - - SI I I I i \ ♦ ♦ , ' " I " 1 / 4x22 '- N 4x 2 0x12 1 - - - - ' > "°'°7\ I :°_ 12x_9" I . 10 -11Y I 22'-10 e 7 N 7 , ' o _ 1 I - ° —,r- I i - - - 3 � � , 6' a . , I , R _ _ _ _ _ _ _ _ _ _ _ ,— �I - f N��kmlu 1 ' I' jC / l 4" THICK 4000 PSI N® AL- IGHT COC O 2" �t ' en 1 I R ; - - `; _ I 1 N . / / r✓ f \ I . ' " , I i i h, , , . I N e,: - M R I 1 „ � \� I i I - N \ 6 I TOTAL THICKNESS). DECK UST E FULLY ORE . I f I _ _ _ `n B.O. DECK EL ° ° f : B.O. DECK EL = I , I ( \ 1 SI PROJECT KEYPLAN Go+2 -5 ABOVE �' "a , I +2 - AO ( ACCORDANCE A UFACTUE S ISTRU T10S , I I e 4 , ' I ' I I ,_ \ ' i I' I I f 4 f 4 THE SHORING CAN BE EO D EN . COC ETE HAS -a -1 v, r I .- I 1 25 0 I r ,3 f LEVEL 3 I d- o> 3 I f ACHIEVED 75% OF f c. O AREAS NOT USE AS f r , R , I -0'-11 ° 'I I " - - — - - — - ' _ _ , \ ®:> `_�"� f 23 5 I f I I ( 1 - .- 1 -4 1 �, 1 1 •) I I I , I " I SI CONSTRUCTION ATEf L STAGING AREA i I , 7 I , \ 13'-5" ' 14'- 15'-3y° 15'-0%° 1 '-9" `�' '-6y" 7 11 '-5y" I 15-11 " 12'-10" ' o " 2 '_5" . FOURTH FL LEVEL DENOTES B I 2 4 I " 6 " p , " d ) Y I CONNECTION SHOULD BE _DESIGN Alm 9'- " 2 4y ' 15 4 12 -4 11 -0 -4 12'-O" 6 V402-411 I ( f FRAMING L S 20 KIP AI `v 7 ( I _ g_ w. TO TRANSFER AL , " , ,_ "I , " 2'-1y" ( , " s I ?_ A =® " ~ 11 °- " I xf rk' „k LOAD ACROSS THE CONNECTION. I I I f 3 2 ' sy 23 .3 2 25 -2 11 6 9 0 2 -1 25 2 13 -5 0 - I 2 I l 14 - ' r 25 1Y 12 -5 �m_ - 1 '-8' 24`- " 23®- y" I gy" ' �FFL� 11 1 1 1 1 1 S2o3 16 17 20 21 24 26 32 34 41 48 56 49 51 29 39513 6 122-0v 11Y27 -0y2w 69l-6n 10 14!-OY 112-4-P 81-311 122-5n 14'-Os 13 3y 241-2" 26'-10" 5 L 2,Y," 141-5V 11 4�- I rF7 v 0 LAP 27 L 164 % 4v!-e '-I o 4 1 20 1.1m 8 1 6'-10 2 6w OF 701VAL 1-2" ?y2m A 31 * 1 1 9.9 9.1 OV 9.8 $.on 00' 0 )/87 27 8 Y47 5'-0 11 to 5'-3* 1 t* IN 11 F RA FOURT FLOOR EL MIN PLAN ENTER "vi I I loo SCALE. A 09 1 Silt LAO RA16 Idill ion SI 8" 0 4 PLAN NOTES: A 7 1 * FIN . FLOOR L. 81661-2" Z7\ ( in in 0 vo ToOoC,N ±x - 24 TOP OF CON RETE ELEVATIONS ARE SHOWN BIN, Nei! 1%, no cq 3. REo SHEET 2v31 FOR REMAINDER OF LN NOTES W7 S 0 LO u d0F`o7- C�k MINT 44 Lu V4 - - i - - - - - - - � . IA 4 A or a vc 6 \ 1 \4� 1 43 (R I "=a W ;> 26) AJ3 C) 6 12/S4901 A 6 1 y4as L 401 cn j C" 43 - - - - - - - - - -- k _uc A 310 4) 12 14!-1 OX4" 12 �1 1Y27 2 1-4" �7 11 19-4" 2 -4" LO il-4019-7hm [-Lo r IL 0 to Ole 1 tv 107 40 I c 1 1 D OWNER/DEVELOPER CD Q4- 1 1 19.3m 432 �3 3n(T) En 19-3 1 IMP XN 5 40 & c 2010 U 1 5 1 1 Lo 0 VAM RESORTS 4z 9) I= 12/S4o01 9- uj ul) @2 9) Cq 00 DEVELOPAMNT I v"" v- - -- Ejal fib -777 . ... ..................... -.T - - - - - - F� I Go I e CONPANY Ion % % So; AVON '4'-11 .9 1% COLORADO 99 all ft 501 Sl P7 @9 80 1 1 Lr�) r I A z 22-70 2 7 1 1 1 r D8 .01 A A co DESIGNARCHrIECr cq I., " 368 -02-5* 7 6 0 12/S4*01 9W THICK (4000 PSI) LO Rid- I I all CONCRETE SLAB ZL Z6 Ln 12/S4w01 jo� 2 - - - - - - - -- - - - - - - - ee��j .0 91� 6" 21 1. 8" 1 3) 4 40 27 J-- -- -- F - - - - - - - - - - K 94 LO Denvcr, Colondo 9/S4*02 ST a 2 Ole UO3 7/7/ 10/S4904 ARCHITECI` OF RECORM 1 1 1 1 1 l, GLOVER, BODE,, INC. 12/1�4*01 OKLAHOMA CITYoN OKLAHOMA - - - - - - - - SM CIVILENGINEER 58 ALPINE ENGINEERING,, INC 36 LID VAIIo. COLORADO C) 31N, 1 LO A "� N NE Ar,A old- 03,41� p 00 LANDSCAM JARCHn= Go Go v� 177 S E GROUP 1% L& 1 8'-3" It. I 12t-2V 14'-10Y 364 � 47 VA 20 T L-4lt/S4.04 - - - - - - - BUR1Z'4GNMN,, VMWONT 14 LO 94o 4 - - - - - - - - - - - - - - - -st STRUCIURALENGINEM co x 8/84*0 HAYNES WHALEY ASSOCIATES, 4 ELEV, 0, 5 mgdhbh 3) Zn6 ELEV. 0, co co % (n NO INC I 14/S4o04 LO HOUSrON. TEKAS U�p Go 17/S4e06 ON u") I Nei 4 29-6m 3 - 4 - Lo Ado 10' Lf MECMANICAL ELECT111CAL . - . .. ..... PLUMBING ENGINEER .............1.11� 1 8*4 swea 0� 413 CR AM CONSULTANTS INC U6 0 2) qq- E 0. (L61) (4 g26 8/S4. 04 DENVER, COLORADO Q J59 INTERIORDESIGN WILSON & ASSOCIATES J- - - - - - - 23 T - - - - - - - - - - - - - - - - - - - DAINLAS� TX A A 31 , 1 SAIVff - - - - - - - - - - - - 0 1 BCER ENGINEERING INC A A 1.1on 10. 9 1.10" 1 - 8y4ft ARVADA, COLORADO A Vo N06 0 y ZA6 Z7\ 12 6 # .09.1 " A L6\ zi.\ 70-70 2.80 m 1.4" 1 1 1 1 8 ----- ---0)--1 29-4n 129-0m A�A31 1 10 �om 48- gh L# 6 it PROJECr NUNBER:9 2094loOO 00 5 I r 3 go a I I 12 1 1 ZI/2" 40 -3 2 11 , 18" 9/84*04 1 � /� JBB - - - - - - - 7, 777 % m 2 -7W ISSUE REVISION DATE 77 sime iA 31v - - - - - - C1 414-'N 1.30 2.3m 4*04 1.1in .3 14/S CID 2 * 1 q� I IIA . . . t-a I I a / EE P.10 I A2 A4 I ELE 0. 11 6 -1 Fk .0 1E2, cc cp .08 00 - - - - - - - - - - 7 41 11 %)0'" �j A." (27 ) 9 21 � I A A 4 4 Ita IL 00 �7 I I SoINNIORRI "qt RA 6 - R . - - - - - - - - - - - - - - - - - - - - - - - - - - - - F �4 l 4 4 - - - - - - 4 I LO low 351 5 0 r 6 34 m I N CID_ cq, mi I I rw 04 D I I - ' VIS4M - 4. rip-2 W4- 1 1 1 1 1 - - - - - - Y47RZ(y6 2/S4*01 4%� 0 Co C+4 A wA Z2. 2.1m LQ CD &6 ONE.% 0 4 �3 U4EC - - - - - - - - - - - - - - - - - - - - - - - - -A -S Z2 -QJ22 ASI #31M IQ/10108 NNNNNNNo NNNN, 31 . 1 9 ... ..t SI ASI #31 N/10/08 f j7 - - - - - - - - - - - - L 4 -11 " 34 2 L JV 1&017 P121MON #7 10/19/07 7 m I' l 9 6 LO A I L I C%4 &015 REVISION #6 08/10AP 12/S4.01 cq Ln A4 4qqqv 014 REVISION #5 05/04/07 U41 1 2/ 4*01 PO PO CD 12/S4*01 7 4 .0 is rMAS, Ll k -7�1- , . - - ON PERIliff Wr 11/17/06 r I I 7 A 31 * 1 1 R 6 ej - 21-3" 416 7 A 041 00 r =, 7 1 1 LO A 60100 F 0 I,,,2'-5)!F /6\ po 1 7 r I a 2/S4*01 7T, Tow 1 ` 1 w c, CID ob I v I 7 C) SS 32-11Y2 f-3 I 7 6" 6" 1 9p-8y 6 IY27 PO I r r a 1; �7 2 40 0, J z F�Y 1 6 1.10 v, 04 0 C%4 CD 75) 1 1.10 R I ml A 31 * 1 Iwo ROJECT KEYPLO A 631e eloo"'w\ ---( UU) 5 (rp L 2/S4,,01 15/S4902 79-4" L* 91-40 11 O � 34!-20 ill-io 119-4Y; 103#-7m k 01 "0 Lau, An %I 'L . , I a REVIEWED BY -.0 FRAMING PLAN A 34 f; FEB 9 3 2009 CENTER c*4 SAFEbuilt Colorado 250-2m '1,31-5 1* 20 -8" ;9 151-6V 239�&y2ff 1 Xx 18 19 20 23 25 27 28 31 38 48 Sm"' 2m32 r 2 �r 1 V/4 a 1 1/2 1 - 2 4 2 �411 a 21-5 -or W 171oioi 1 13, L* 1-4." l '-7X .7 11".. on 10�1 W I L& A 0 to 9 toi L. ri 12 LO 1711oiot 12 13 lY47 9 six -------- e3 1 ;Eil R AtT in C�,, I D FOURTH FLO ' LEVEL FRAMING PLAN 1. 3 (T) PIP (n 1 19-3 Z! 5 S.4" 11-4" 1 3" t-a &5 SCALE* 1A I 2H 74 - - - - - - tj) o r4o 5 in 5;-X Go I % 12/S4*01 c) Adak& Go r 110 1 11 %] I OV*:;6_404 In V� a I LO C42 9) 1�1� . 1 11 co %C�o V� PLAN NOTES* It - I a 1 .1 %lot . Eel ) v VO re) �# I m V z al a 1 4 � , I I III Go - - - - - - cn m 1 1 7 11 I I I I L 39513 371 IF, I" b 0 lo FINo FLOOR EL. 81661-2"1 1 11 I V/ c T 0 Co± X'� Y" C*4 U01 3 �o 1# 2o TOP OF CONCRETE ELEVATIONS ARE SHOWN b T 1 499 50 c*4 I an y /7 1 1 F40 15/S4*02 L G L I W 98) u I A z 9 7 T� I a 1 1 3. RE: SHEET S2. 31 FOR REMAINDER OF PLAN NOTES 8 1 on LO .02.5m r*%aft 1 11 .01.1m I 1 .6�1 * 7 0 70 � cn 12/S4.01 Go 1110110IMS 5,= tm': 2 1 3L-- W 9W THICK (4000 PSI) A r Amhh� III or, 2 a z CONCRETE SLAB Z.6.\ 6 Z6\ H 12/S4001 91-15"to 219�8`* 7 7- A --J 1 1 493 o -4p K t In W) 7\ 94 9 LO fW I CD PO 1 ST 2 00 12/S4*01 10/S4,,04 2" t./ IS4*01 11-7" OF ;6� -3 SW A Z6\ 60 64 qq- 11 0 CD .5 0) co v� E 0 ue CIA /S4*04 - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - LJ /-UR CD cd 8/S4,I04 CD LEV, 09 4 ELEV, 0. 5 1 01 E 04 Go 0 u u 2&6 14/S4,,04 NO* 9 ORk NINN, QD I& L,,2 A 75 CD If, A ;> 3 I.Owl p-6m Z6 6 1 4 - ju In SW 4 SWO5 T 0 A 26 8/S4o04 El F 0, 7 2 CD co L LL 0 I'm � - - - - - - - - - - - - - - - - - x 23 IEM - T ] I ISSIMIN 59-6" "mq of 4101 A31 * 1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - C) 473 1 p .9 QL2 4) 2) 1 1 1 1 1 a t .low 0 x 1 Y'8%Y47 2 1 N40W LIP 6 �10 .09.10 Ve NOI 0 121mz Lo2s-40 12'-0" 2'-4 1. A� 361 1 9.010 -474 1 B/S4.04 4q 15/S4.02 IN L6 10 L# Q 6) 5 C) 21-3011 1- 4m -3 n 12 1�2 11 -780 9/S4*04 A N% T�� /4JBB J# LO L., e. OWNER/DEVELCIPER 2 .7%w "A Z6 z 6s �-O LO 4 4 Sk LA - - - - - - -�%77 -S VAM RESORTS IN IN w 9 3" 1 310 l4/S4I,04 UEE -a to L6.N A Et F 0 11 COMPANY I tt owl co 1-7 L7 up / 1 -1 - - - - -C42,j I I % L A DEVELOPMENT .0 0. 1 " Z . 41 r 4p r AVON, COLORADO A T I I - I FF I - A - - - - - - - A -r7oz�c�A% -%- - - v- I V� I 1=4 j Z4\ 1 1 5 -4y27 I .. DESIGN ARCmTECT LO low 6 PO a I I 351 UO 4 1 c&4 CD CNJ "tt� qd �mj a 2' 1 LO C4 Zy2w(TyPt) 1 #-2Y4"R 6 2/S4601 2 L0 03 - - - - - - - - - - - - - - - A 74 - - - - - - - - - - - - - - - - -N 1-it 6 .% 4 40 r 0 0.1; - - - - - - 1 r 1 5 A 1 1 11 1 - - - - - - - - - - - -3- 4 -a n&6 IV Roll- UD Denvc4 Cobutdo -4 Qi9) A A6 4' RECORD A6 ARCH1TECT OF 7 /S4901 C) w Iml GLOVER R41TH BODE� INC 6w 4 -7% 8 YO) "Rwr CN z 7 . 1 9, Lo 59-l " I V LO 12 OKLAHOMACITY OKLAHOMA 0 2 6 01� 12/S4I,01 A CIVM ENGINEER LO ALPINE ENGINEERING, INC - - - - - - - - - - - - - - - - - - - - VAII.&, COLORADO L 12/S4*01 r - - - - - - - - - - - - .0 in - - - - - - Nv - LANDSCAPE ARCH1`IECT S E GROUP 416 - - - - - - - - - - - - - - - - PUP 5 w I I BURLINGTON. "VERMONT 80-0 rl go)F A 310 1 ITO-701 4!' r 100�� 41 - - - - - - - - - - - - LO QQ STRUCrURAL ENGINEER a A 1 8 ddolkh 140 12/S4*01 LO I .........71 HAYNES WHALEY ASSOCIATES, 415 777 7/7z 1 1 Z7\ I I 44 2/S4901 INC :& I 7TI � q - - - - - - - - - - - - HOUSrON. TEMAS %r ft -f I -12% W4- 1 1 J 31 . C-4 MECHANICAL ELECIRICAL URR ........ 9h" THICK (4000 PSI) A I'LLINBING ENGINEER A CONCRETE SLAB ABS CONSULTANTS INC zi.\ 6 w DENVER, COLORADO gZ L7\ 0 Ion, 0 1 C) 2 �3w 4 3 lly2 w A INTERIORDESIGN 6m 6 A 91-8y2m 6 . 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COLORADO 7 Nov ILI 2zv Y4" 7144 IfT 4 4y4gg 605K A A Is III ft he - CL2 `11 V2 / V4 1 0 0 � � I I I . I —ILLILILLIviri IF — fF 4 - - - --- -- EEE 1 r � ;�d IV4 C) Y2 I F 1 7 7 F 6 94 61� 11 SW-7 12" 9 1 PROJECT NUMBER, 20941 .00 ad- 7 8W 1 4 12" 1 1 04" 0411, m On 4 1 ',% - --- -- - - - --- -- gr '43/j" AK/-F- 5Y4" 8W- 4 �-(FJFF i " 75K DATE 2 /K/F 6M2" 12 12" 2 12 V iro m ISSUE REVISION G u k m 1 12 6V2" (323 j ; 44 4 v 4 A2 L p V24 d- A Im � . ') IV /F 16 -- --- - ------ --- nm AV4" I Y2 1 "T M2 ir I IVIIII' A D21 CN 1 1 4 4242 H 6W 12 " 44K 18 8 3Y4 4Y4" ��4 1 / 4 \ 71 1 1 12' 1 1 12 1/2" 44K BY4 z KKK !Y4 -— - - —-— -—- - -— -—- 7 CS 1 V2 8V2 _ti�- —- 12Ti 6V2" 3A /F JK so I \,2 43/4 '/ Li," ,L/r ;%4Y4 co 7 4y4s' 250K Is77 A 12" go 53K /Fj L T4 f 6 U2 !�L_Lm 1 3V4" 2" 81012" J ---- -- -- --- - 7 -4 - --- ---- - -- L I I -- - If I " ", ',�' I 1 11 11 lei I < 111. 7 rknAw Lad- _40K/F C)o %7 co 4 12 e 4 it L. 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T - — - — - — - - #5(B)x24 C) =;;;;;6 co 7 STRUCTURAL ENGINEER — - — - — - — - — - — - — - — - — - - — - — - — - FFFF"" X m HAYNES WHALEY ASSOCIATES, 51-3" 1 INC, x m HOUSTON, TEXAS 0 IFQ It e\1% — I 1 11 MECHANICAL ELECTRICAL — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - 21 3.L5(B) 128 ..On !h ABS ONSULTANTS INC, #5 DENVER, COLORADO 2-#5(B) do _5 0 2 % XB 0 INTERIORDESIGN co - 0 C) WILSON & ASSOCIATES CO CD ct 04 DALLAS, TX X Do CIO p X m Al *V�' m LIFE SAFETY .5F _ __ _ __ j5B)x2l O"@24" aCo BCER ENGINEERING INC, At LO 10 8 1 11 11�� 326 1 327 1 ARVADAICOLORADO 00 ry; 3-L5(8 Lo �nb I Ic' ? — I Lx3 -0" 16 to -6 051mo-w— ;0_0"F� "FVV" - - — — — — — — — — — — It C3 C) C> x8'0 A, /SM , C; I I Go #4 x8 -0 O A7 4 4�� 1 PROJECT NUMBER, 20941 .00 L�kf @12"0,C x x x 81 0" \%1 C=) TD j00VVF`% d0VV`FF%` m .4 2 m m m rr7 2 CZ) AV...FFF - l do �P ISSUE REVISION DATE U) C=) u-, 4- .099 3.95(B/IX44 p I�' Illl C%44 % -- ----- x F2i\) IV- $.On m 0 8 Lo �01 IV i on sw=2 log - — - — - — - — - r_ 2- #5(B)1 LO 3Fj5(B)x35'-O" h - 2-#5(B) A2 7 K�x iT2 -`VVVF0 C11 #5(B)xl8'-O"@12"0.C. 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B4O, )*K ELO #5(B)x24 00@18"0.C, C3 2-#5(B)xl 0" Vm 45(B)x22'-O G mmm4o� I`T�2 -5%" ABOVE "' CD + VF ' W4" ABOVE - / r I 0`� LO Deco `320%�% LEVEL 3 U) .3 rF%%, I. \�� I IFFFFF r (1322) L "321 '3 2 4,�,i C) .0 FF LO CC) e, e% el / 1 0 4 — NZ I 1 11 1 1 1 1 — — — — — — — — — — I ImIImm — VVFlFFt/ 0191162 _ _ 4 Ie ele eer /I le W029 1 1 7 -0 m; dt. er" /111 ll", 3w 7 VlbFjl LO /I r , lel' el c; F _ #7 xl2'-O" I / -"kid- co it - T 7 (rz 2 S) 7 let loxt 1) 1/ uo I I X W030 I ell 1, 34:) SION #7A 11 /02/07 BVOF/-DE1CK-Eh lee e ell 04 3:: — - — - - - — - — - — - - - ------- — - — - — - W8 1 +3;F 3" ABOVE 2 VS507, 7 REVISION #7 10/ 19/07 L/KL 3 1 '0/v 017 3: ler cq/C*4 , le /e�4 CNJ VVL 1 '. / � p e/ MIl #48 @ 6 Oacs Wl 4A FY;1 x I x I I LLJ 015 REVISION #6 08/10/07 ACROS m co /7 S INTERIOR _263 Irl '0 ee /I /R:I: ell CRE) GIRDERS (Typl$AL) 4, IS5.01 . LO F'V I I I 'wi Okl 2 ell N 58 013 REVISION #4 04/ 12/07 x CD WlQ 2 LO /I "ble"ej B DECK ELF r rel K 1 111 �cm)�r� ellell ll 11 1 7 � ,, 1.0 1 1 1 I r*QFV I /I & r I., 2xl 4 L5(B)x22 0 N ' po I =—mmmmm-g4 — ��— - -A �- - — w I ' 1' 31 0\1 IIA 0 Le , BRO 0 7 13 el W014 r ree cm) CM) Ono A `% `4%� _�qs�7 r j5($1 )Mx22D �10"O.C. INN LLJ ee I Ill, 'e, el Ill 5/S5,07 C=) c%4 e' efle Ie� IF CD le Wl ( rl 2� LO Qq I Z2 06 "/-I Wlbxl'Zel� Ile r x N If t;4 k c� I el ell I, le- 'FV,V,% cFq C) ci /I X ) p I — / I/ ? M 4 x 'er LO 5/S5*01 e+�] md- Fswff� CD C5 x x 2 le 7-� m x 0) Film 306 r CO e e If 11 CD I LO r I `1rj I I :qh T el 112r. W8xlO I �r%VVV m eY oc rjx� X (304N) m :< 'RFFFFF l /S5oOl le aAfthkta, i or% LO 305/ 1 ll 0 B.O. DECK EL FF'4%. r"NON, 0 fn M mall e I e 1.10 LO I e W%Gm� %"G�IRACE W-4 F+3 -3" ABOVE 1 /85.041 , m ell 7 Fl i'-e t'Z 4 LEVEL 3 . ... .... I 40*4� 1 tojEcr efe G Wl Oxl 2 1 GWM I III Ile 11 LW Wl 422 Wl 422 0 1 1 1 11 ell el 71 .1 ',1 l, ", / I I I'll, III II/ c w0i W036 UE 1 1 -1 J st wi I _ WN052 p ETYP "1 11 1 ell I. Ire i/e ell B v ee ee", 4" THICK, 46)t6O PSI NORMAL—WEIGHT er' lee/ 'Il el �Lz I/ '/ CONCRETE ON 2" DEEP, 22 GAa L T. . . +&N\g 28 lee- c*4 I It I —StA 1w ®R ) er" III EPICORE MSSR iCOMPOSITE DECK (6 0.6 LO R.O. DECK EL B.O. DECK EL. nVir \ *�P ! TOTAL THICKNESS). DECK MUST B I +Z _ ABOVE +2'-5374" AB 4z 4z 7 (30 FRO- SHO�Q UNTIL CONC k FOURTH FLOOR LE\IEL FULLY' I I LEVEL 3 LEVE 1 3 ACHIEVE 100 06F c. k I 1 11 239-5" t.1 fil — I 1 9 MILD STEEL 13'- 5" 14 ZY2" M47 15 15 .0%m 14 .9" 149-6y2m 11 5y2m 15 -11 " 1 12 ion IJ# 2 1-5" Fri REINFORCEMENT z A BOTTOM BARS— WEST �j M S #T(I e � 5 10 14 15 19 20 22 23 25 27 S2m35ml tiDO L194C� R 50 Eli 16 1 21 32 34 35 41 47 48 55 56 a n eQ 49 51 13 1 69 no 9 ill Y got so lib 00 ;4% be�06 S�� J 7 > 0 /Oni 1: 7 Ini 1 1 1 1 C�4 _ilm < x Ilk 508 mill M L M N Mail I __3_-#5Mx6"- - - - - - - - —7— _1i F - - - - - - .. .... - — - — - — - — - - - - — - — u,=,w 6=mmJ LL- — - — - — - - — - — - — - — - T- - — - — - _ _ T 005�� \ \ 1 (443 A 4 )x1 2 06C6 x - — - — - — - — - — - — - - - — - — - - 4 M - 4 4 - — - — - — - — - — - - OWNER/DEVELOPER CF) co 00 ill x x D /7\ lillon", I I I VAlL RESORTS L DEVELOPMENT #4(B)x21 '-0"@24"0.C. mill, COMPANY I CD AVON, COLORADO 0 - — - — - — - - — - — - — - — - — - - — - — - — - — - — - - - - % �%. I " I CD 1 IV(B)x38 CD to m,monif x CD T C) 0 - #5(B) x60 . a 499 mill M VON - - x 98 A DESIGN ARCHITECT M C) C4 co x x 7\ 0 28 1 1 1 M C) � t L7 00 U X ( 368 ni ... ........ ..... ..............- M 04 M C*4 x C11 iN 40 - — - — - — - - - - — - — - — - — - — - — - — - - — - - - Fk � M H 1- d C C4 3- #5(B)x36 J #5(B)xl2 93 x -1 - — - — - - — - - - — - K Denver, Colorado MORE& 6 2- Z t 94 M --z it #4(B)x26'-O"@l C�p r .0 .0 f`02-#5(B)x12 6 3-L5(B)x2O 0 ST 2 14 P.11 " 4t. 6" me. ARCHITECT OF RECORD M .0 -C "@1 2"O.C' 2-#5(B)Xlo` x z 2 7 1 *cgo #5(B)x4 GLOVER SMITH BODE, INC, #4(B) 18 - 0 in cil 1 . 0" OKLAHOMA CITY, OKLAHOMA " 1 3 j5(B)x48 t CIVIL ENGINEER �0 ALPINE ENGINEERIN INC, x CIP #4(B VAIL, COLORADO ( 36 M M 3- f5(B)x32 . 0" )x20 "024"0,C, M M 49 C%4 ... ' L ' ' " ' ' 11 - 11 i 11 1 . 2 LANDSCAPE ARCHITECT lc� c" $.0" #4 24ki ill, I I b\� Ili 0-2" I I I CD 00 8 S E GROUP MATCH LINE A a f � 4 x 0141C�x C5 lio Oman allows q� Miami, a "immin BURLINGTON, VERMONT 2 in f. c I in M � 7 � � � 11 5 1 \\ NJ 7 F71 @ C) mill, in 6-#5( 9 Noll L0 in x HAYNES WHALEY ASSOCIATES k L4 B) is'- 61010"OsCe N M I_ INC, I NOV?/ Will F - - — - — - - - - — , I 000"ninnill. k Go /4 JR #6 B)OC-o"Mono.c. HOUSTON, TEXAS Allini — T ELEV. Oo 4 ELEV. 0. 5 1 in a I A 63 co 2- $ in #jLx2l 2--#5 3-#5(B)x32 f. 01 pe) mimmin MECHANICAL ELECTRICAL #5(B) K1 2'% , IN 0 4e B) 00 cno !I x A I % 3-#5(B)x36 6-&5(B)x 2f-\0" 01 1.0" DENVER, COLORADO S*5 #4(B)xl 0 1 1 1 5 -f sv 1=4 1 0 2.01 $.On M 2 4-#5(B)x38 C) El xNbp @12"06Ca It INTERIOR DESIGN C> 426 in 00 co I >1 I WILSON & ASSOCIATES cj U5 9 M co M co 1 2 5(B) 6 58 rO I DALLAS, Tx Qj C) CD C) X1 -0 in CD C�4 __5 I -TFE SAFETY . . ... ........... 423 C5 0 1 90 1 BCER ENGINEERING INC. I 7 M 3-#g(B)x3d b 10 0. 6 C� ARVADA, COLORADO ci C) I & c� 7 x ni C) wF"n% CD will C) 42 rill (L7 2) c? M x dl� 0� 9 5 b " I in ninni co 00 C) C11 a C) M 1 1 2 " C.) C*4 C.) Y) C) I t x x cill" cilill"innink T 'n CD C) C) M t M ri md. 39-2" e. rt I PROJECT NUMBER, 20941 .00 C) x x x x mi A 7 lill"n"i4 allin"ll, =* 7 M M M M A pe) ilimmin% — nj R F ISSUE REVISION DATE .9" @1 5 r "00 C) zi C***' #4(B)X1 8 1 on #4(B))124'-0"@24"0*Cw 35 C3 #4(B)x2o I ...Q 4"0*Co X 60 ini —4-- — - - =7 777 7 erilis 1 5 7/7/ / m, _ 7 I #5(B)x24 1. " I Ill 6 LO X ci 7 UEE -#5(B)x240. lc� C*4 1.0lux ll.on x 6 2-#5(B)x8 C*4 L5 #4(13)� F1 0'-0"@d' 14"0oCs QQ_ 7 X PO 5 ;qb ej J4(B)xl8 V@10"o c � I M —1 ll : I d 00 C.) 4:5- - j, C=) 2- 5 c%4 cj u`7) X0 — I J04 X cc all It =41i x LO / 7 \ in T x co 0 lill"llin, Cl x M , w M J5 B 0 UFF 353 in own"", iliftilwo I x x 7 j4(B)x22'- 0"@12"0.C. Lo t M 'i � I LO on"ll. lillin", million 04 to M M % 11777 - — ill - — - — - — - — - — - - - mill C�r% LO CD ell nal min — — — — — — - --- r t - - - - - - - - - - - - L13 7� z jo h .8 - 1 .8 C4E X fill LO - - — - — - - - - — - M 7$.On c) in 1 14 — Z6 - 7 — L 7 _T /7\00 9'-3" 1 in I M I or T__f L C) 1.0" 1 Lr, 8 U48 Ln Aiiih I claim, anin, Miami, Guam, CD 00 co " ll� "will- 419 j4(B)x24'- 0"@24"0.C. minim I C%4 c:1 diliniftill. C347 M Xb _ u C`14 x 2-#5 B) SION #7A 11 /02/07 I 2 Gill. 017 REVISION #7 10/ 19/07 C) M LL M A 'wt � 015 REVISION #6 08/10/07 I qd- x x x 04 0 & c; in 00 x 00on'"k C5 x 2 @1 Once 2- 8) C*4 0 00ni M 1 9. 1 i x C5 M M X20' On lin.l.ill, #4(B)xl 6 013 REVISION #4 04/ 12/07 M t @12"OoC, 009 PERMITSET 11 / 17/06 CD OF C) ft 1E 4-N vIn will co x I CID IL 7 Wnn x M x 77 non", pp M 0 ml %%O=MOOO I/ ( 16 M 7 t I I 1 9 41 to I #4(B)x2 P-6 PO 4 '/ I L4(B)x32 -0"@12"0.c. #4(B)x32'-0"@12"0.c' im 7n A 7 2 77777 win 3-#5(B)x32' On 0.0 3 # )x32 1.0" r 7/ I #4(B)x32 M min on 4-#4(B)x7' I 1PE iv"�! E BY 7 --- on 2-# 6-#4(B 5(B)xl ') pr #4(B)x20q-0"@10"0'c. 2-#5(9)xl2 PRO NORlM TRUE c 4'-6" SITOPE) MIt 0 orado #4(8 )xl 7VF 1#4(B)xl 2 2 ow U) ce #4(B)x18'-0"@24"0.c. FOURTH FLOOR LEVEL 7 x M MILD STEEL L 50�3" L **.,l iz 777n kQ lolo 3-#5( )X22 REINFORCEMENT co BOTTOM BARS— CENTER F 41, A2 ADDED GRID LABELS I rf c:0 14 15 19 20 22 23 25 27 28 31 38 48 S2m35m2 ............... ...... A =; i C) cm c" x D co x m m B A .0 L* 0 L A #4(B)x2l .0"@24"0* C* I If I V� - 4@9 2 7 IN4.7 - r U7 2 I CD 17� 2-#5(B) _x1 6 Ew 1) IL f7r A em�i - - - - - - - CD 7"1 Of R)-x .0 ivam V(B)x38 C) to 00 ; 4 x so x CD M_ r tn _Yj - '�_ - _"%� � V �c M t mte �" 0 0) 1 0 C3 #5(B) x60 .0 9) 1 0 -c� y 50 4-#5(B) 24' cp 4 � C4 50 \,%d u z4J 50 �d_ F5 L) cs x C3 I I IN: M CD 00 I x C*4 CD cq 7 M 7 7 V4(B on co 8 1 �K eq m c" :12 - 01; L7 Rd- 5 012 D, C,� po 00 C.) qd- 00 L> xg I x 0 Z* qh I I - 6 -4 L x - - - - - - - 2 .099 m m .099 04 10 L# @I 2"09%j, jai e 6 ft C4 9.012 (4 x 3-#5(B)x36 ':D #5(B)xl 2 Q9 6 ) D5 D3 m -0"@12"0oC, _ 94 c:' 5) JK X J4(B)x26 -2 t1, o40'2-j5(B)x12 6" C=) 0 to 3.L5(B)x2O � Q 0.11 " 41-15" 1 x 30-7" ST 2 14 60 1 I m 7 -#5(B)x4'-O #4(B)x17'- 0"@24"00c& 9. 0 F 2-#5(8)xl 0 3,-,#5(B)x48 m CD x in #4(B)x20 "@24"OsC� 3-0002 40 0 58 60 m in �� . 1 1 % 2 1 c%4 i 11 " , D #4(B) W@24"Ooca C> x a 8 C%4 9_ U 367 Cq FrIz, p M /2\ C4 qd- 5 1 M , C) - #50M 1 1 2 7 U64 6 1 C> 0� Qk - -------------- 01 CD 9 m C.0 b Alt! #4(B)Xl 80-6 0"00c$ cq N m �Ojllv - ----- --------------I....... x m JR 1,04 I m 06 1 1 <�\ 4 a 0 5 #6(B)x30'-0"@10"0sc* 0" tr 1 1 4 te U71 % N j (j u 00 2-#5(B) (12'- to Q 8) qp 1, -#5(B)x24 - C 0 co U" NINN, 3- 5 B X30;-O ELEV, 0, 4 ELEV. 0. N) 0 �>-2- B) .01p - - - - - - N '0 A1#5Q 3-#5(B)x32 to 4.bo// L�:, X4 -0 "m4mmmmi 5(B)x 3 6'.-e, 5(B)x42'-X 47 2-#5T) u C I:) SW=5 #4(8)xl 0 ................ I& SV 1=4 8 0.011 6 019 1.0" X6 A (B)x30 a @121100co El F Oe 7 LET -4 C) CD 426 0 1 r V I I X � 1 I � 1 IL 00 2- m m 00 co #5(B) I - - - - - - Co C) n NO lao m 7 1 I 3-L7(B)xZ2 0 t23 L x - T CDs A6 W) x C5 ZU: I I Cil I -34(B)Od d far Al � I I 1 2 1 1 1 d q LL 73 - - - - - - - - - - - - - - - - L) 7- m 6 ZN - - 42 x C.) - - - - - - 00 00 ---------0-4 Va NO* 0 UY m C�j A r >c a) C) x C) m m - M 6 1 C> 6 #4(B)x8'-0"@12"0wc1 I CD s x . 4 m IL C) ----------- m x #4(B)x229-0"@l 5"O.C. -U 'B) 24'-O"@24"cisce 3 #4(B)x20 I I B B OWNER/DEVELOPER #41, C3 M14"04C* m 7 7 VAlL RESORTS CI CD �d_ I L 00 c:0 - - - - - - - - - - - - - - - r - - - - - - - - - - 8 3-# CD DEVELOPMENT n7 ccl� 5(B)x24'- xd- - U-- 3- -#5(B)x249 If M , I C44 . 0" 6 .0">< 2-#5(B)x8 cq x ELE 0* 11 T� COMPANY 00 to x SV >1 2j5T I CD I C%4 X8 -0 - - - - - - AVON, COLORADO IN LO M4- 5 s &46) C3 9 IN x A - - - - - - - --U -N CD m 5 B X50' IFF n co - - - - - - - - - - - �A -LiEB)X26!�O" C�j 353 7 #4(B)x22'-0"@12"0,C, to L0 - - - - - - - - SWM6 n 110) .0 kk� b, co DESIGN ARCHITECT I CID 4k =ft co 4 1 2 T-" C, CD Z*1= m m __t__ t - - - - - - 00 x 9 on C> m 1 7 e. CD I I u A X jil UO 4 5) 1 m f \ # I W) CD uV) C1 Z2. V-9 2 x - - - - - - - - - ZL m w - - - - - - - 1. 0" 41 5(B x1 2 7 4 io 00 C5 4s-8" 1 2 1 m M 1 7 I C3 C) @12 OoCa Denver, Colorado LrI -0"@15"0,C, FJ2 #4(B)x24' 'oe _ _ 4 _ 7 t I 419 co C%4 04 2-#5(B) P. 0 7 ARCHITECT OF RECORD . 0 m on #4( )) :22 . 0 c I:) m "00 x8' GLOVER SMITH BODE INC. 2 00 @1 OLCI '2 C) OKLAHOMA CITY, OKLAHOMA x I x CD M m A W4- to 11 8 cq ZWZ '# ' C%4 x x OKI 04 CIVIL ENGINEER 00 CD I 2- C*4 M on X wq_ m m �) m 00 #4(B)xl 6 1 ;F: - ALPINE ENGINEERING, INC, x20 0 "M 34 M , � cq VAIL, COLORADO qd- � mm @12010*C* - - - - - - - - - - - - - - - - - -- co CID U 9- #5(B)x32 0 LANDSCAPE ARCHITECT - - - - - - - - - - - - - - - - - - -- pp S E GROUP m C416 [ I I I to s BURLINGTON, VERMONT B)x2 - 6 41 7 1 L4(B)x32'-0p"@12"OAC# 1D IN I ' I #4(Q)x32'-O"@12"0,Co _T� 44( @1 20,06ca - - - - - - - - - - - - - - _ - - - - - - - - 7 HAYNES WHALEY ASSOCIATES 2 STRUCTURAL ENGINEER INC. m 3-#5(B)x32 0 - - - - - - - - - - - - - - - - - - - - - - - - - HOUSTON, TEXAS C4: 7 #4(B)x32'-O' @10"06ca fj 3- �J5(�)02'-()' 4��4-#4 B x7 0 MECHANICAL ELEC -#4( )X7 f.0 0"j PLUMBING ENGINEER 6 B Z2 2- #5(B)xl2 2-#5(B)xl2 2 #4(B)x24'-Om@l 5"0,C" 2- #5(9)xl 1�010 2 4 9.8" 5 9.1 " 1 INTERIOR DESIGN WILSON & ASSOCIATES #4 B x8'.0 @12 O-C, DALLAS, TX 2- #5(B)X-1-L-�u III t. 0" A DB )�2 - - - - - - - - - - - - LIFE SAFETY 7� #4(B)xl2 .. .... I _ ?L_ - 12"Ooce /r�N 7 BCER ENGINEERING INC, U U61 �2) ARVADA, COLORADO 2-#5(B)xl2 5.0" 3- #5( 3)x22 PROJECT NUMBER, 20941 .00 458 qNd_ #4(Q �X' 22 �0 X �4(B)x30'-0"@15"0.C. 7 ISSUE REVISION DATE @V1 2 Co m C) CD C> CD CC> 0�00) 2 qq- X x m AMA 2 '" :3 m 0 m @1282US x 0 =4 I Nm n :�; � 2- ,#5( a 0 - 0 1 3 JAB)::: L mm�� to .01 ...... x C%h CD 3-#5(B)x36 9.0 9 mi 2-#5(B)xl2 .0 11 1 1 � C$ 1 #4(B)xl2 0"@12"0*Ca x 7 6;/ &q C) s Q& 4 1 4 6 .0 m 7t-6" cq 2- #5(B)xl2 to 0 p 10 ' 40 e 9-#5(B)x3O'-Ou C5 I 17� M t=- - - - - - KID! - - - - - - - - - - - 3 C) on EEE 5-i5( B )x180- wv #5(B)x36'- Ou x?s L* 39 5 SW=7 #4(B)x8 CD #4(8)xl 6 �0101 q4_ @12"OoCs 018 REVISION #7A 11 /02/07 C) @240000ca m LO A7 017 REVISION #7 10/ 19/07 1 C) C) 1 00 - - - - - - - - - - - - - r C, m LO LO M LO 015 REVISION #6 08/10/07 013 REVISION #4 04/12/07 F 009 PERMIT SET 11 17/06 %j L) C=; #4(B)x22 9.012 r cn co #4(B x23'-0"@1 "000, @1 2"OoCt 0 ED r CI %K 0 It m 00 to x C) 45 1 m ANP m 3�.L �11- qq- C-4 7 IN #4(B)xV kRIES 061 x C5 01 C) I x 4 0 L0 M -, I C*4 M04 x :ft 0 x C5 49 m M 2 4-L5(B)x60'-0" 450 I I .�-HSSMx N a , (�i 446 En Y8 r � � �� -) � � TRUE i NORTH N PROJECT IKEYPUN < @1 270sC& m \4 447 1\ - - - - - - - - - --- UJI w uj 445 HSS6x6x FOURTH FLOOR LEVEL MILD STEEL F� REINFORCEMENT (/00"� < - EAST < Z#4(B)xl7 .0 BOTTOM BARS @12"0*Co 7 io L I C, -LK: x R5 ( C) 2" >-S#T5 B x 61-0 gn 9 S2m35m3 28 33 36 ( 3 8D 42 50 61 Ulm 67 6 xi 0 .004 "a #5(T)x20 S�Oft @18"0 C, 1 6-#5( .0" 10 (T)x24NW AN �7 10qmN031pq3wNpN 4 1 p I q,p pp XP cmunifflic.,poll ST 2-!5 1 O(T) 2 000 x8' s,%3 w 17 39 I tv $.On Phi 8-#5(T)x48 - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - 4- - — - — - - — - — - — - - - — - — - — - - — - — - — - - - — - — - — - — - — - — - — - s T� C) 36 ( 366 7 up) c c, C) CD C%4 MATCH LINIE x x N T 7- cOl 6-rAWx24!-O" r , QD4 co V 6-#5(T)x24 - - — - — - - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — Co 63 V\ — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - - - — - — - — - — - — - — - — I — - — - — - — - - — - — - — - I I V r� 7 - - — - — - — Lx161-O" 00 I- On C) r)xztt--u T% (f)_X2 0 7 193 t�iin - - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - - — - — - — — - — - — - — - — - — - - — - — - — - — - — - — - — - - - — - — - — - — - — - — J= ... C4 t to F QJbU 2 L� 10 L LO �7 x x Y ( < r CD 0 LO T 08� 07 c 00 ca L — - — - — - - - — - — - — — 5 _j — 71�7_ -- - — - — - — - — - — - — - 4- - — - — - V2 t 2 V co:� x a 12-#5(T)x24 Ln Ad 1 2 — C� C) co C) LO � 1 I mi CD L" Lc, 4 1 1 1 c%j 7 on is, I I x 7117,8;-7 T)x24 Ln x LID T LID r 0 7 CD N Ck #5Mx20,-O"@18"c C. 6.-#5(T)x32 7z' . 0" �00 2- #5( - — - — - — - — - — - — - — - — - — - - - — - — - -L - — - — - — - - — - — - — - — - — - — - - - — - — - — - — - — - _L� LN I to C) C) � I x co C.3 . 0 8-#5(T)x2 EL5(nxM-O" CD 7 cc - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - - — - — - — 4 - — - — - — - - 1 0 2 - - — - — - — - — - — - 1 10 u 00 I x CO 70�2" LO c:1 353 1 00 6---#5(-T CDE — - — - — - — - — - — - LO 1 349 5 0 — - — - — - — - — - — - — - — - — - — - — - — - — - — - 51 Do - — - — - — - — - — - — - - — - — - — - — - — - — - — - — - — - — - — - V! - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Ic 4 6 OWNER/DEVELOPER _A7 CID IN V-AJL RESORTS F- 7 14-L5(nx24 �On (4 9 DEVELOPMENT A 4 -1 . . . . . . . . . . . . _1 Y"Y -1-1 — - — - — - — - — - — - �On ::fg(T)x20 -- - — - — - — - — - — - — - — - — - — - - — - — - — - — - — - — - — - — - — - — - — - — - — 47 COMPANY ins-------ffll� 57 5) C) AVON COLORADO C.> L5 C) C3 cs 2 a r� @1 c) 4 " 1 co IZ a C) c� L 110 x pe) V) C) Do co I x x e�� milm LID UN) DESIGN ARCHITECT 00 c1q CN x x F_ U41 7 X LO W) 00 on ll - #5(T)x24 - — - — - — - — - - - — - - -------------- - — - — - - - — - — #5(T)x . 12 0 # @1 8"Ob�c 4 WIN= 7 Denver, Colorado 1 #5(T)x20 C4 415 F� FACE OF COLUMN 2 TYPICAL COLUMN STRIP 2 1 6-#5(T) n L01 ARCHITECT OF RECORD 7777 W�-O =7 FOR 9,y2" THICK SLAB GLOVER SMITH BODE, INC, 7 00 1 3-7 OKLAHOMA CITY, OKLAHOMA - — - — - — - — - — - — - - — — — — — — — — — — — — — — — — — — — — — — — — - - — — — — 335 9-#5(T)x24'�011 9-15(T)x24!-O p CIVIL ENGINEER .0" 6-#5(T)x24 ALPINE ENGINEERING, INC, 7 VAIL, COLORADO 04 7 0� LANDSCAPE ARCHITECT S E GROUP #5(T)x9'-o" #5(T)x2Op- Otp@l8 "Oeca BURLINGTON VERMONT .on k/332 ) @12 O*C* 4-p( I�)XII6 - — - — - — - #5Q)x7 -6" T D d5j5( x28'-O" STRUCTURAL ENGINEER HAYNES W14ALEY ASSOCIATES, (L3 INC, . 2a2x4O'-O" 2" OvC, i HOUSTON TEXAS IF 7 1 C) 00 L 4- 5 T x24 - 0" a) C� — - — - — - — - — - — - — - — - — - -N� - — - - — - — - — - — -qq-- — - — - — - - - — - — - MECHANICAL ELECTRICAL x xlg,- 13-#*7(T)x28t-0 C) 9.0 1/ M I I ABS C SULTANTS INC. 12 .0" 00 n I w1t X I C*4 7 c3 C) I INTERIORDESIGN 0 C) r CD C) vq;t- WILSON & ASSOCIATES C*4 cjD C%4 NY \0-6 LO x DALLAS `IZI'" vc�! C3 0 \06 ,x C5 c%4 t= -. f�% E SAFETY LIF CD BCER ENGINEERING INC, 46 326 327 ARVADA, COLORADO h (i 7 T x24 10. on 1 11 - T xl6'-O" (T)WO-OK �_— =-- — - - — — — — — — — — — — — — — — — — — — — — - - — — — — — — — — — — — — — — — — — — - - — — — — — — — — — — - - R C) . 031 6 �7(T)06 J , y C) CD C) CD 4� ///c2 Cie d //2 PROJECT NUMBER:* 20941 ,00 x C) V on x C.) x r� 1 +0 8 c:1 J= C5 2- #5 �F/ Y(T) bo . 0" 2 1.01 #5(T)xl 2 X8 x C� #5(T',lx8 \OJO 00 IF @18"ID*C, 1 #5 j)x18,_O"@18"O6C* I 'LL 11-L" 8 #7(/T)x44'-O" CID \4 ISSUE REVISION DATE Y 'L 17 _ Y r .L L� 11 6� e. 7 x22' 0 L 2-#5 — - — - — - --SN; A -0 x4! 8-j7(T)x36 CD #5(TYx20 14 @18 Li C) TYPICAL COLUMN STRIP 2-#5 x1z -O n x x I cq I FOR 13" THICK SLAB CD I I [ 8'-O\ mc) 1=1 01 7 2-#5(T) F 7�x�12 -0 0 0cm Z7 ' Y ', Y L. : "r 4p On co LT 06 X Q FACE OF COLUMN x 3 59-3Y4" Xf f.Wg U7 V 0:6:3D is.5" N C 119-7)/2" 1.1 5.11Y S = 1 L3 2-#5 X10 -0 X 5 4 " `;�; I x B.O. DECK EL. Oh" le 4 BwOw ECK EL* 0 C) . 9 T) �1 x 2 00 C) �p 0) % LO + 320 ) L0 LO I 1 � X r�l 12-#7(T)x48 On G �+2 -5 4 A O�W ABOVE 0 .0 - - - - - - I L 2-#7(T)xl2 On _4� 2 -#7(T)x36 0 'r/r /I ,Y / / / - I I 12-#7(T)x36 0 'L. I..j 7 I , LL L /I con � On __1 I 1.0" L 12 1 1 LEVEL 3 LE �3 7-L7T )Q4 331 L I- A T4 2 T _n E� - — - — - - `Tm �=-A w "I ", YI , W004 N1 LO 11 - I I I co CD jY - - — - — - Y_ loxfl , I mc/ 23z, x ---C�4 - - — - — - Y x 04 B4Oaf-DEC CID Y - — - — - - _X_ — - — - — - r- C%q 3: 9.00 w8xl 5- #7(T)x2O + 3;.3 ABOVE L Z - - — - — - I �1 � Y,r1 3 /85*0 A nig PEVISION #7A 11 /02/07 LrEL 3 @ m I I I CD CID C"4 #4x8 6"1 00ce c%4 W1 42 CD 017 REVISION #7 10 19 07 Lu 74d- V ACROSS INTEF C.0 / I Y /:�e / Y, / / ?IOR #7(Dxl 8 c9m) 0 1 1 — - — - -- �Osc* x v GIRDERS (TYPI AL) x 01 8�04c* M. C) 013 REVISION #4 04/ 12/07 L C3 B,() Y`_z6E K ' j L L I W 112 / u _10, 2 iri !'I ' I I a C) U)m < I a LO dmc� 1 009 PERTMTSET 11 / 17/06 12A 4 C) 00 ABOVE�, LEVE J 0 7 C) B E 4 1 5__ 10\ - - — - — - ------1 : - I I % - - - I I U z Y/ W035 c*4 co W014 C3 C�l t- CO ock < YzCW_0_02� LLJ T -#7( ixl4'-O" -3 Y� - — - — - — - — - — - — - - - — - — - 'YY F w1 ( FiT7 x F- cm) ON I/ co 00 CD 5/S5*07 YY I 1 . 1 1= r co I uffi� W1 bXj 2, 1/ Y/ qq� I Yr� bo a / (D I C.) L0 co C14 x x IN LY� I Y/Y tun) 5/S5vO1j A C4 x C�b Y; x 00 0) "4d- A Z 1Y1 'Z eY, do COY Yr. ' Ld p on 1 /S5sO1 r Y 0 J b) C) MAO �YY 'Ic /I r 1 0 � L, (s '" I I/ -%1 11 0 12-#7(T)x382 01 B.0, DECK E Ye r*� P� IN -A F PjM ........rrl,rr 'Y: 7.3 ABOVE LID r . (;E W-4 w L� /+ 3 ce - - - - 4;:=� - — - ____i 01� _ - — - �q — 22L-0 I LO 0 T4- -I— - 0 -5/S"7 (T)xl 2'- + LEVEL 3 6 ' 11 /S5 64 N1 Ox1 Hi U) ORT IF-1 W1 Ox1 2 — - — - — - - 0 r M, ' 200 r NO 2 8 r" Yr 'Y/ afl I gib wi 04 422 W1 422 L Y/ 1,� Y 1/1 ' 11 it vwylu 32 Y I ,r wi x2a 400 iORTH Y, SE5:Dr I VVUU/ Y. YYr B -@-to - — - — - - h -StA Eb0t Colorado YY/ /Y" 4" THICK, 40 0 PSI NORMAL-MIGHT 28 C%4 CONCRETE ON 2" DEEP, 22 GAo 54 C) C) EPICORE M.;R iCOMPOSITE DECK B.O. DECK EL. bou* DECK EL. (6" 11�5 in -HICK ESS). I +2 74" ABOVE < +2 -?Y4" ABOVE TOTAL THICK )ECK MUST B LEVEL 3 LEVEI 3 FULLY SHO UN11L CONCRETE HIA$ 7 �,30 � p E FOURTH FLOOR LE\IEL ACHIEV 10 F fc. 230-5" A MILD STEEL Zk" 7 159- 3y 15 O%ff 14 .9" 140- 6Y2" 11 $.ion 13 0. 14 9. 4" 15 12 2 9-5" REINFORCEMENT TOP BARS- WEST ST 2 P- T)f f t8�/#5(T)x480-On It 1366 7 C .....I 4 c A2 S2 ., 36ml 5 10 14 15 19 20 23 25 27 4: 0 %olcoat ss 32 34 51 29 17 1 1) 24 41 47 48 49 Do � op SS It It C) It ig It \ it 08 dismiss m 507 N It I LLJ It- Injrimy C3 r - - - I I - - x J5 A6 . 10 I (44Tsi ft 1 14:3) 506 C31 7 x x C5 x I x �0" J= I j::' I C> 12� I CO 7 #5(T)xl .' it �8O*C* A2 T sic 4, - - - - - - - - - - - - - - - - - - - - - - -4 - - - - - - - T e"i i # T x1 2 - 0 i I 7 1 41 -Z" OWNER/DEVELOPER too FACE OF COLUMN C" 7 4- 10, C:, F x TYPICAL COLUMN STRIP VAlL RESORTS D FOR 9Y�" THICK SLAB x20'- O" lp It T - - T - 6-#5(T)xl6 0.0" DEVELOPMENT Is I 15-#5(Dx.2 :-.0" (T)X24 COMPANY 8- #5(Dxl6 on AVON, COLORADO - - - - - - - - - - - - - - - - - I 3j� 2"- -7 . T F- - - - - - - - - - - - - - - - - - - - - - a I - - - - - - - --- - - C3 371 T C3 1 0 CD C) cq CII4 8 1.0" DESIGN ARCHITECT F- x x I PO cl� Ct fiII) I I I I 8 P99 c5 CD I C� 'ItIII 0 1 1 T 36 -0 CD �0 2 co ED c x x 00 x CD i5 T 28 cj x b si I I CO C.) c 368 PO x ll - #5(T)x2O 00 4- LO ------------------ up) C4� nH I -2- #5(T) x I .On LO X12 :Fj- 4 =-A( 8- #5(T)x249 LO x co n - - - - - - "i x 18- #5(T)x20 C) 1 493 Denver, Colorado 7 2-#5( ) LO j5(j)x22'- O"@1O"O'c' C) - - - - - - - K ) 00 8 #5(T)xl 6 1 - - ] x1z - u 94 1 80-0" 2- -< : x I 5 .0 si [ #5(T)x20'-O"@18"O1c' j 6- #5(T)x24N'-On X8 -0 5( x24'- 0"@10"O.c. c IT ARCHITECT OF RECORD I C) 1`117 ST 0.0 2 00 1 114 2-15(j) 2. )x4 4 Is 77/ x8'-O OKLAHOMA CITY, OKLAHOMA f-2- #5(T)XlO F-- L LO 3-#7(T)x48 -0 ic;� GLOVER SMITH BODE, INC, C) CIVIL ENGINEER 8-#5(T)x48 0.0" ALPINE ENGINEERING, INC, - - - - - - - - - - - -- rams, -- -- -- 2-#5 X8,-c �ssssss VAIL, COLORADO 1 36 1 F- 366) 7 6- #5(T)x32 .0" CD 0 Ct �a5 LANDSCAPE ARCHITECT 72cl/ 1 89-5" 1 �b �b e. �111- - 21 #5Q) MATCH LIN 03 2-#5, T) -"I%� S E GROUP x1z -0" up) u BURLINGTON, VERMONT 9.c 12 LID Is . 0" iiii I a 6-#5(T)x38 -u I ( ) -t-- x Zwx X X8, p Sk F71 9- 1 #5(T)xl6 C'41 .0" L J - - - - - - - - - - - - - mph 00 .0" .0" 0� CD I I HAYNES WHALEY ASSOCIATES cO 6-,45Wx24 D STRUCTURAL ENGINEER QL4) 2-#5j) 100 �-#5( N24 1.00 lz�� /o I Ili 427 r I 111 0 -u $.on 00 00 Ct 11 FM I I INC, It - - - - - - - - - - - - - - - - - - - - - - - - - - - 06 #5( x1 #5(T)xl 4 #5(T)xl 50-6 m 12% cy) HOUSTON, TEXAS 4'-0" @12"01 9 i 3) ELEV. 0. 4 �X ELEV. 0. 5 co ---- --- 01 2"Oe Co 40"Otc, Lr) LO U) 2-QfT)x�l It 2-#5(T) C> MECHANICAL ELECTRICAL �2-#5(T) IIIII x8'-O ' "- 5( -2-#5j) PLUMBING ENGINEER xt$ u C) L I I , I'- I A 7v% ;3 ---6--#5(T)xl 6' 0 1 ft I I ri > x4 -0 ABS CONSULTANTS INC. 00 a I im - - U It wzffi I C> cD SW=4 6-#5 x38 -0 8-#5 T x42 -0 r III , r 93 1 SWIZ C) I I C) 5 1 E E F Q 0 1.0 10 11 " co 17 x 17 "1 (426 WILSON & ASSOCIATES (L5 9) F- C) Y ( c3 F- \\-2 #5(T DALLAS, Tx 3508 x C� C> co C) xi�o -0 7 7 x CD 12-#5(T)x24 It, I Q. mn -#5(T)x24'+ \0 X x 6N 00- 423 a, ix LIFE SAFETY LO 7 12 C) !4- 74--) - - - - - - - I 1 1 .0" 9.# (T)x36 1 8 1.0" BCER ENGINEERING INC. t =s7=7�7!7ii!t - - - - - - - - � - ARVADA, COLORADO C) 00 " 1 60, - CD Lo Lo 42 M7 2 %* =1k 1-- to,m, 1='s I I x UI) co 00 T)x24 LO lz� si.-i- %111 0 c� 7 X 0 55 jy ul I F- :ft 00 PROJECT NUMBER, 20941 ,00 CD co CI A C) x 6 ISSUE REVISION DATE Li 0. 0111@1 1.0" 2 ift (nx20 6,-#5(T)x32 a A ? 5*16 on L #5 Lq C) - - - - - - - - - 15(T)x8 .090 1@18 O'C* x LO CD 77 "1 7777 1 $. 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LO - - - - - - - - QJ�22 14- L5(nx24 .0" (4 9 ,iii, � 7 C) - I ,, F - - - - - - - - - - - - - C=) 47 x I I r(i m ( I C:) Do 0.00@18" x It C) #5(T)xl 8 z #5( x1 8 OVC* 2-#5('T)x8'-O" A7 017 REVISION #7 10/ 19/07 Oace C) C) li 1 c%4 \\ \-@ x 6, 1 2LO15 REVISION #6 08/ 10/07 x co x owl If 00 co #5(T)x169-II-O"@18"( Go cj C44 7 1 x LO X 0 x C5 013 REVISION #4 04/ 12/07 00 7 7 6 4-#5(T)xl 6 9.0" 009 P�ERNHTSET 11 / 17/06 00 . on 2 1.0 In I 4-L5( ll -#5(T)x24' x #5(T) @18"06C, 1 0" 4 A17 0-#7(T)x6 QQ #5(T)x24!-O"@l 8 'C' '7 L5 x C) 'd000100"i's \ :"3 1 1 7 7 TYPICAL COLUMN TRIP 3p Tloz# FACE OF COLUMN x 5(T)x56 Ln A -#5(T) - - - - - - - FOR B % #5(nx32'-O"@24"Oi QY2" THICK x7ff-Vp 2-#5(T Rrvir' uqcD I Y x12 VIIIII.0 33-7 00 2 2. 5 1 LL x 4-#5(T)-j [ T/ P cr 9-#5(T)x24' 0 x7'- O" 6- 5(T)x24'-O US PROJECT KE IAN 7 2-#5 )x12 � 1 -& Cot 00 tag orado 1:' b U #5(T)x20'-0m@1B"O.C. 9-#5(T)xl6 FOURTH FLOOR LEVEL MILD STEEL 11.0117 8-#5( )x22 REINFORCEMENT A . .U9;tTNwf)A '.n" Is C) TOP BARS� CENTER 114 ADDED GRID LABELS r Y7_\ 14 15 19 20 22 23 25 27 28 3 38 48 %52m36m2 1 -3 7 00 FACE OF COLUMN x TYPICAL COLUMN STRIP 6 ;zIt 1 1 1 1 1 D FOR 0/2" THICK SLAB Aml I I I I I I I I on map - - - - - - - 6- #5(T)x2O JV - — - — - — - T T _ 0�:_ - — - — - — - - - — - — - — - - - — - — - 6- #5(T)xl6'.0 � 0 u .on ral �15- #5 15-15(1)x24 NA rapa" rapp" ff up 8-f5(T)xl6 P.009 4.#5 T - — - — - — - — - — - -- -6-OT) - — - — - — Lu 0 L) C5 r ---d - 0 / i C) C) e. 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C) LO 89-5" e. C11 co m At x A6 ELE Op 7 5-#5(T)x3O (0 x x 04 x U59 ---------- Qg26 x pp 2- #5(T C) fe) LO x T — - — - — - --- LO xid UO I- — - — - — t A C.0 C I"' 7 C4 3-L7( x29 00 x c=I to I.0" all on -:2 XN =uz I A6 0 9L r 12-f -#5(T)x24!- 0" (T)X36 8 'l 77 ft. 111 1 5( x24' 12 . 0 CD Op _ - -mommus, !§__ - - - - --t— - — - __r - — - - - — - - — - — - — - — - — - — - — - — - — - — - — - — - — - — - I- A. C) CD 04 C> 4 x X x co ca C3 LO Vo NO* 0 9-&I)X16 V) L LO 00 C> LO I 'j::` i I 00 cri m LO co C) x . 4 C) to 'pIllIll, C> (W6 x n I I a x 0"'IIIII . BB pap Ik__ C) OWNER/DEVELOPER 5*16 It C%4 6.-#5(nx32 #5(T)x8$.On co re) 8106ca x x co u') ft on - - — - — - - - — - — - — - — - — - — - — - — - — - - - - VAIL RESORTS 00 2- #5(T) - - — - — - to x 1 00 .......... x :*h 5 'DX16" 0 )x8'- co 5-#5TT)'X1 8 Milt 2-j5(T) CR I I p UIE DEVELOPMENT A 1.091 x ELF 0 11 91 8-" Oe Go 4co 00 x C5 I lirltt� oc 9. 0" all ll . 0" 425 00 2-#5(T)xl2 2- #5(T)xl2 2-#5(j 5 J5(1)x2O COMPANY to 469 4-#5(T)x2O .0 AVON, COLORADO "pappat 8-#5(T) 48' e TR C) W) 5 00 U71 cri X8' 0 oll 291ppaT C53 _8__f5(T)XNq_O" - — ....... ... ... . ....... - - - — - — - — - — - — - -- 14- L7( )x20'- O" ri 14-L7(T)x2O'-Of I - — - — - — - - - — - — - — — (Tw-V_ I Ll 4 DESIGN ARCHITECT t5 T A 5 -0 CI UO4 - — - — - — - — - — #5(T)xl2'- O" 0 GG 2 - — - — - — - — - — - - ------- - — - — - — - — - iT— - Coca - — - — - — - — - — - — - — - -T 2 0 c��' -[- - — - — - — - — - — - Q 7 r _F .1 1 Z& I I # (' F)xl 6 L I I I I a pa F� — - — - — - — — - — - — - — - — - — - — - — - - t - — - — - — - — - — - — - — - — - — - - - - -T-YROAL -GOLUM NSTRI - — - — - — - — - — - - - - — - -k it - — - — - ---------- Denver, Colorado )2 - C) All C419 F I FOR 0/2" THICK SLAB 7 c"4 0 F- a FACE OF COLUMN 00 C3 2 ARCHITECT OF RECORD A .on 2 1 4 Q I I GLOVER SMITH BODE INC, #5(T)xl8 C) C> X18'-O"@18"O'C0 .00 #5(T)xl 6'-o"@i 8"O6C& all OKLAHOMA CITY, OKLAHOMA 22 00 018-00ce CI ad- 01 A I EEL #5( 2- #5(T)x8 x x 2 c%4 co CC! C3 C%4 #5(nx16'_0"@18"OpCp 7 x CIVIL ENGINEER x r C5 ll 7 1] ( 60 ALPINE ENGINEERING, INC. 00 00 00 co :ft ED 4JZ�xZ +- - — — — — VAIL, COLORADO \' 12 ...... 0" a, x all @mm LO ll -#5(T)x3O 0 4-#5(1)xl 6 Tr LO 4-#5(nx24 - — - — - — - — - — - — - — - — - — - bb - — - — - — - — - -- LANDSCAPE ARCHITECT tit) on III C) It S E GROUP pe) lit, 1 7 pill 1 0-#7(T)x6i W17 BURLINGTON, VERMONT - — - — - — - — - — - — - - — - — - — - — - — - — - — - — - — -X�c_ 7 -4 r#5(T)x24'-O"@l 8"Os Cs — - — - — - 18 t UT) LO 7777 m l, )IL I - - - �:-j5(]T)x 32 STRUCTURAL ENGINEER (T)x36g- 7 1. 1 HAYNES WHALEY ASSOCIATES 1 1 \7U 1 9 All 1 7 1 co 11 1 1q/ on 7TI :7z a . 6-#5(T) #5(T)x56' - — - — - — - — - HOUSTON #5( x32'- O"@24"0.C. C) 2-#5(T MECHANICAL ELECTRICAL 2 #5(T I I LN ----%— . x12 -0 PLUMBING ENGINEER A 2'- 0" 4-#5j) -� LL 1 x ABS CONSULTANTS INC, DENVER, COLORADO x7'-O #5(T)xl2'- O" III maps I qtd- CN ul 8 0 1�cftc) INTERIORDESIGN x " I WILSON & ASSOCIATES 1= CN 2-#5 l)xl2'- O" — to DALLAS, TX 9- #5(T)x24 LO LIFE SAFETY 7 - - — - — - — - — - — - — - — - — - --- — - — - — - BCER ENGINEERING INC, 1.0" uuu 9-#5(T)xl 6 2.012 ( 46D1 5T t.,l.l.0" 4-#5(T)xl8 24 1.0 ARVADA, COLORADO )x2f TX ...... ............... 5 1XI - — - — - — - — - -- - — - — - — - — - — - — - — - 8-#5(1 T)x22'.O Ilk '77 PROJECT NUMBER, 20941 ,00 C=) C*4 ISSUE REVISION DATE C) J #5(T)x16'_ 0"@18"O. C. C) ......0" C> A2 #4(T)xl6 qq- I 00 x F- @18 00 * CDP LO X 7 J 10 LO 7) 2-#5, T) .......... ........ x4'-O ' all /< - — - — - — - — - — - — - — - — - — - --- - — - — - — - — - — - --- zz 3-#5( )x12'-0"` $.on F.0" j5(j)x16'- O"@18"O.C. 3-#7(T)x5O a 2-#5(T)xl2 140-6" 2-#5(T)xl2' 0" Oo 4 . 0 141-6" #5(Dxl 8 4 e ll -#5(T)x2O .0" 01 soffooci, — — — — — — — — — 00, ........... — — — — — — — — — — — — — — — — — — — — 8-#5Txl6 -0 1. 0119 nEE E -4- ll -#5(T)x5O SW=7 12-#5 T) pp >\ x8 9-0 2-#5(T)x8 L I.) 9-L5(nx1 - 0" C4�1)51 I.Ou all 6-#7(T)x26 ZL0=17REVISION #7 10/19/07 11@ — - — - — - - — - — - — - — - — - — F — - — - — - F5(T)x16'-0"@18"O.e. 11 6 015 REVISION #6 08/10/07 C) Not It C3 013 REVISION #4 04/ 12/07 x 5 C> r 009 PERMITSET 11 / 17/06 CID 7 x CD x I r I I i 1:�` 2 1=t 7 01 x I rI tip Xfo) m"it I C) kip LO la x Z*h pp ca LO 01 It 8-#5(T)x16'�--O" — - — - — - — - — - — - UKKK 3 fz: I ll-1 I I 1 31 I on 1:3 8-#5(1)xl I - jl3-#5(T)x16 CS -31 x a ( -52 mc=I Cp a j!lr 00 co 3 7 co x Cli 04 uw) co x CD co C) LO x m4h 04 00 x to a el, 1, bo co x x a TD _Ns N / x BY I It... It LO Z 00 10-#7(T)x )4 IIIIIIt 45 MOJECr a* 8- #5(T)x46 NORUI 446 ORTH t� Ld a "N MEM 10PLAN L _ 0" 9-#5(nx32' IA�A��\7 I Z LLJ I w :z 445 FOURTH FLOOR LEVEL 3: 1 1 A2 MILD STEEL REINFORCEMENT TOP BARStapatEAST PPP It 6\ `atttIl �IT T ;-45 ;T4) 16 33 36 42 50 S2m36m3 28 61 62 67 69 1 12 13 16 17 20 21 23 24 26 28 . . ' `� 1 " sa � S I — 4 =# " 1.511 " ° , ° , ° ° 11 '— " 8'— ° 12°-5" 14'-0° 11 `-11 ° 13'-3 ° ® � ? 25 -1 12 — 14 -0 12 — 7 — 10 -11 14 -0 I � ° I £Y 1 I 1 I T I `3 `7a.100 I \ \ r I I ° " " E/ 6 4 )10 1� 1 8 '4 I 6 \ I I I 1 I ° 0 `414 14 I I r I I 4 q — — — 33 3 a 1 49 6 69 I I E V ®. 00 40 5 8 9 14 15 19 20 U7 28 S2m41 ■ ° I \ _ ® I I I CO — — — — — — — — — — — — — — — — T — _ 14 4 1 — — — — — — — I so st l0 1 CD " I SCALE* "= 1 `— " I ^ " a ®1 ° I I I / `} I I `359a 2 2 a 100 I I I I _ _1 I \ I 13 'all - _ - _ - - _ - e - - _ - _ - - - - - - - - - - - ° - - - 7 I - - - - - - - - - - 1 :_ a-- I I ° — " - I WI- 19 177' ° 2.—T I 3. : T 1 STRUCTURAL ° 1 _ .- a t9 7®_7" 11 `— " °-4" s —4 � : SHEETS 1 U .0 T C TI 5. 1 ,®0" 1 : SHEETS . O STANDARD S EL DETAILS 1 I I ° 7/°S 3 O.H. I I I I 1 I I A \356 ) 6. : SHEET 57.02 CAST I PLACE L CH �' 1 I 7. RFm SHEET SERI FS_ S7. 03 -SL I . S .H D E s — : SHEET SERIES 8. 1 F HE ALL SCHEDULES � 9. E: SHEET SERIES 9. 1 F GIRDER E SCHEDULES 1 7 ,355 a I 1 ° I ° I Illegal r "I'll t _ ® I I 1 -10 1 -3 1 9 1 - - - - - �— - - - - - - - - - - - - _ ICI 9 ° 1 ° - - - - - - - - - - - - - - - - � ° 0 4°® ■ cogi° I I °' " � _ ® a _I _ I , ® `353 ) \ , Imaginal 04 — —1 LI CD 12'-2" 14'- " 10°- 0° -5 _ i `34® e T ° - 6 M - - - - - - - - - - ° ' _ _ L _ _ _ _ - �i - - - - - - - I ° - I ° `� ' - - - - - - - - — t - r \ r � --- — 1 not 2" ° d Sill mil I I �- - - OWNER/DEVELOPER ACE -11 `1 I 1 — — — — — — — — — — — — — " — — — — — ` 1-1 — — 2 — — — — ° VAIL RESORTS > I t DEVELOPMENT 2 4a I i I I I I ° I 1 COMPANY " I I AVON, COLD O r I ; o I I / . ° ® 1 12/ 4°O1 ' ®341 a N IN — _ — — — — I I 1 I I 4 DESIGN ARCHITECT low ® ,_ I I I 40 ° I C4 '-1 " � '-2" i 1 ° _ — 7 I '— " I ° 415 Ut -,�' 7/ 0 O.H. a t3 ° 2®_5 ° ° I cv 7 ® ° 4 6 i I � 1 I - 1 I Denver, Colorado r — — — — — — — cn 1 _ _ _ I _ I %, — I _ _ _ `61 a _ _ _ 1 ® 38 , I I I ® ARCHITECT OF RECORD I -S ` 77 � I I I I I I 1 —0'-1 "I GLOVER slvtiTH BODE, INc. N OKLAHOMA CITY, OKLAHOMA ITT ft I %E0 61 M o I 1 I I I I I I L r ggL I I I 4 CIVIL ENGINEER ALPINE ENGINEERING, INC. IF— — 1 1 I 6 VAIL, COLORADO I ' 4'-11 ° 3°® 1 2 8'-6" 7/S4.02 ILI \ CONC. S N - - I I I I ° LANDSCAPE ARCHITECT ® o I 1 2 1 I o i 0'-1 " I y" I - I I 7'- ° " 1 S E . GROUP BURLINGTON, VERMONT N IF 40 ..j cw L- '-5" '-1 8 4 � I ® ` 6 1 5 12/S I 9'- " 11 '- ° 0®-5" ^, 1 I 7 ° STRUCTURAL ENGINEER ® I I ( ® HAYNES Y ASSOCIATES, m I 1 _ I INC. _ _ _ _ L _ _ _ _ _ _ - I I - I ° " ML n — — / 9 14 t I "( •) .-. I HOUSTON, TE 1 _ ° I - I--- 1 " MECHANICAL ELECTRICAL 6 y 4 I ° WD99 I I , PLUMBING ENGINEER — 1 IC (5000 PSI) I 5 - ° I I S CONSULTANTS INC. I - 9 I I L DENVER, COLORADO ® ' I INTERIOR DESIGN Allill ° 1 I I I ON ASSOCIATES ' � ! ` DALLAS,2� a i 11 127> I RIC "tell X303 a � I I ``' I _ _ ' _ y-7 ` _ ® _ _ 1 I FE SAFETY 00 " — — — I — — — — — — — 15 — - — — I BOER ENGINEERING INC, vivo V A, COLORADO PIN ® r., / '- " 0" _ N _ ed a of le v 15 - ' n CD I I I eq.% 2 v s o s I 1 / slab 4EDGE F-CO M d- 1 1 1 I "' I x I PROJECT NUMBER, 20941 .00 14/S4. 4 N 1 8.0, DECK EL = j ff ! x10 �®? I I B:O. DECK EL = �� r. n ® I 1 2 S5.07 ISSUE REVISION DATE +2 -3 4 ABO r ,/ "` ® +7 -3 4 0 n C 1 4x22 LEVEL 4 , -- 7 S5.07 N N I 1 f 25 LEVEL 4 �!, ECK E T / I \ I ' goal{ f�, +ti SEC 0 +11 '-6" N o 6 ° I I I 1 /S5.01 0 12 `L , LEVEL Po B.O. DECK EL = ®+, 3/S5.03 2 I +2 -3 ABOVE �"' 1 x 4x22 4x22 4x22 4 30 }�° LEVEL 4 x 7 - - - - - - - � - - - X I p°" B+ B.O. DE = ,., 2 I I I I +13 -11 A O 2 c5 r #4x8°-0" 6° O.C. ' r B.O. DECK EL = yi LEVEL tip° � I ACROSS INTERIOR 1 S5°07 +1 0 I � ° x —� 6+ "' r r r r r I r I GIRDERS (TYPICAL) LEVEL N A I x x x x x x x x ( I r X x +?? ` cv cr cv I cv cv cv cv cv cv 4x22 1 Row BRACE — _ 213 I °� 1 57 /S5.01 cc to cc cc cc � I 1 1 co c I c c c X 6x_26 6x26 4 ' 2/� cv ® RACE ., T. _ 1 — — x I ^ I Vol o N X E 4x26 X r I ASI #22 03/ 10/08 B.O. DECK EL = , '� '-0" O.C. 0. DEC _ EL ®® ° T 0x12 I CA) +8 -4 4 0 f, x . ,r ,r +M ; X N I I r C110 — +11 ° 2x14 4x30 1 I I 7 017 VISION #7 10/19/07 L4 x O LEVEL I I 1 • f 0 1 .O. EC L = I X — _ I I ( - I 015 REVISION #6 08/ 10/07 B.O. , / B.O. DECK L +13 —11)2 OV , o BO LE L +13 -1 `. I E014 REVISION #5 05/04/07 LEVEL 4 i dx1A ,F / I# A 0 L I I "' ' 1 I 1 I 013 REVISION #4 04/ 12/07 .0. DECK EL = , ,� ' ' ' ^ 6x2 L 8x35 LO �— - _ 21x50 LO + 2 -6 AO 6x3 , / ' at I 2x14 4x26 S° LOFTS: I I a I I LEVEL 4 x4 I 6x26 0 x I ® 009 PERMIT SET 11 / 17/06 o 4 r I THICK, 4000 P O AL- IGHT I 20 GA. ' 1 ' � 3 4 22 3 co 0x12 I CONCRETE O 2 EEP, " I: /S5°01i ° I 6/S5.0 EPICOE S CO OSITE DECK (6 \I tie B.O. DECK EL = �' �� / 1 /S5.04 ® x10 8x1 / 1 TOTAL THICKNES5 DE UST BE I , �` 0 1 S5°04 ) I I LEVEL 4 ABOVE /'�' xt x -' cc ,L t,,g -' 1 N FULLY OED U11L CONCRETE HAS I N r = x ® cc _ = ACHIEVED 100% OFI f c. I I I s� X r ® r X co ` X I I-' c'.`, c'�`, 0x12 0x12 `r r T r x X 4 I ® I I 7 f ca ! �' I I �' �' ( S5°07 cn Ox122 BRACE -4 I I B.O. DECK EL = % 4 0x1 (HI) ® 7/S5.02 ® 1 1 2x14 ° I I +6 -1 4 ABOVE , ` W10xf HI I 0x12 HI N 0x12 0x12 0x12 HI - - I 12'-9° 10 -11 ° 22`-10" LEVEL 4 7W/16 LO 2x2,BR 2x30 - - BROKEN 2 30 - I 2 / NORTH I _ Imp 1o, ® B.O. DECK EL = t ® ® I I I 1 1 f 8.0. DECK EL. _ _ _ B°0° DECK EL = I N +2 —9 ABOVE LEVEL 9 4AOVE N +2 —9 ABOVE 1 i 54 I 2 PROJECT KEYPLAN . ° DEKEL. — / B.C. DECK EL. = LEVEL 4 B.O. DECK EL = I B.O. DECK EL. LEVEL 4 I I I I +6 —1 ABOVE +1 $ —11 B.O. DECK EL. _ +7 —0 4 ABOVE AB VE (LEVEL 4 +7 —0 4 ABOVE LEVEL 4AB0 1 I I I I 1 I I LEVEL 4 LEVEL 4 I LEVEL 4 1 1 1 1 1 REVIEWED BY 13 —5 14 — 15 —3y 15 —0 14 —9 14 —6 11 —5}2 15 —11 12 —10 22 — 5 I I FIFTH FL LE L DENOTES BEAM END I COECII SHOULD BE DESIGNED I# I � 2008 I L TO TRANSFER A 20 KIP AXIAL 1 — EST LOAD ACROSS THE CONNECTION. ( I I I 6" ( I ;� 5 s S FE I Colorado Pgi 25'-ihoo I 12'-5" I 14'-0" 29'-1 " 28'-7" 20'-8" 15°4l) I 4 r 50 17 21 23 24 26 32 34 48 56 (49) 51 0 L 'f� 29 1.1, 0 04 ,aca*$ 406 cap a 39513 0 on 0 11 —11)/2" 14!-OV 111-4" 26 r4v-1 0-0" 121-0h" 11 4 �0" 09 Ve 10 89-3m 12 5" 14'- 1 i '_i iy2" 13 3Y: 24t-2" F7 0y2w 2)/2 14'-5y2" 169-6" 1 7 %4 ------------I— r 4 in 1 20 .1 " 8'-11 6t-10" 1 41-4" '-1 o 2' 6" NN L 9Y2 Yq" 2 0A0 4�1 eL 109-9)/2" U 27 Oh" Lk 9 Y4 5 log-2" 5P.0m 40 00 FIFTH LOOR LEVE FRAMIG I LAM C VATER .0 sp 19. 01? ram" SCALE. V8 PLAN NOTES: cp in io" 10 7 CD lo FIN . FLOOR L. 8177' -5Y2" 508 c%j .0g.5" < T600co ± x'- 1 TOP OF CON RETE ELEVATIONS ARE SHOWN Bv 3. REo SHEET 2* 41 FOR REMAINDER OF LAN NOTES -C-17 c m ( 5 D07 7 Lu -s --I A) A Z±.\- — - — - — - — - — - — - T - I I T I C) - — - - - — - — 4 2 1 43 m 6=m=J A 6 01I A =4 bc 7 6 X" if 4\ if W 6 C=) w-o" -5" 00 IT, II"F 2/S4*01 1 7 430 _[T if - — - — - — - - - — - — - - — - — - 12$-2" 1 14 .1 on 11 8J/2 LO 12 -1 1Y2 1 2 401 co 9 1 3; L* L* V4" L4 4"v 0 u e- co 10-7Y2 V D c OWNER/DEVELOPER c7D 2 �2 11- 1 "5 1 e. e. T00 a - -N, A c V___ - D VAIL RESORTS 5 cy) Z6\ 50 10 8 41-5" �V tj < E 1) DEVELOPMENT co - — - — - - — - — - — - — — - — - — - - — - — - — — - — - — - - — - — - — - — - - — - — - — N X X r/ COMPANY "'d- . .m Ni_ '11/2" 31-9" 1 - - AVON, COLORADO 1,37C 1 '%�3 71 1 1 CS 7 r E030 501 j k I YK) 6 L C*4 Ld f 28 4 " Lu 2 Ilk 2/S4,0 I -o' L' CID A� m q _ I DESIGN ARCHITECT lk4 6 1 <c 1 1 1 A I C.> lc�s -4" I e-3" 9W THICK (4000 PSI) -A m CD e. of A.\ CONCRETE SLAB m CIO 7 495 7 Z2 - — - — - -- - — - — - — - 6 1 1 6 C� 7T- - — - — — =31 E038 oil co E003 CD Denver, Colorado 7/S4*03 OoH * ST 2 CD 12/S4 1 101 A7 10/S4oO4 I ARCHITECT OF RECORD 0 r GLOVER SMITH BODE, INC. 4 OICAHOMA CITY, OKLAHOMA L SW=3 6 1\3 6 1 1 CIVIL ENGINEER 1 66/1 c 49 23 E032 5 ALPINE ENGINEERING, INC, E004 VAIL, COLORADO LO MATCH LINE A .... ..... 113,1111m Ib, TOO T-7— —0 00 LANDSCAPE ARCHITECT % 12'�12-10" 59 _K9 1 0�8`14)C l '-A" 8)9!3p4%" co S E GROUP Co 6 N r4 74 A BURLINGTON, VERMONT 9" 01 9"j 14/S4804 \41 4) , -KEE) M16 35 ED - — - — - — - - - - — - c� 00 R STRUCTURAL ENGINEER co lid- /-U J LO co & ELEV. Oo 4 ELEV. Oo 5 HAYNES WHALEY ASSOCIATES 8/S4v04 INC, 14/S4. 04 HOUSTON, TEXAS LO A CO zz� bKAU W-14 E006 LO 11 1 � — MECHANICAL ELECTRICAL TW c� SW=4 SW=5 PLUMBING ENGINEER - — - — - — ju ABS CONSULTANTS INC. B/AS4*04 DENVER, COLORADO co 1 r� Of m co I I - t�3 F, Q\) ELE 0 -u I%Tl 2 0 t 18 z 0) - INTERIORDESIGN T 7 r 1,3 1 DALLAS, TX 23 f I - — - — - — w X WILSON & ASSOCIATES _u CD - — - — - — - t - — - — - — -- Li T — - — - — - — - — - — - — - — - — - — 5 \ C) ft I I I Il� I _m LIFE SAFETY m 0� "Lo 7777 BCER ENGINEERING INC. ion .9" -7 12 L* 40 L* 6 A V, NO, 0 V I ARVADA, COLORADO - — - — - - __uy 11 8Y2 29-4" t on k IL, 7t-7" V V. 40 e. 12 - 00 le '+ -U/4 s * 4 \m 00 PROJECT NUMBER, 20941 ,00 5 ZY2 - — - — - — 9/S4,04 ISSUE REVISION DATE Mir) L�o (AA EK� - — - — - - - -C% IcKg� - ��ED 04 V Lve -n fni 40 Of W-5 OF do 1 " QY27 581 I A EF 11 co 00 �7 400 04 /4\ 14/S4*04 cc EO 8 L - — - — - -- 4!-0" 3 W120 co ( Jb4l Fii 0 1 CID A 4s Wl 7 7 - - — — — — — — — — — — - — - — - — - — - — - — - — - — - --ral 44 1�7 LwTb'X _ A6 cfff 2=7 L* 00 .0 m GG — — — — — — — — — — — 7_7 2 Y2 Z 5 — - — - — - — - — - — - — - — - — - t L An !�,c o I I CgMD - - — - — - — - — - — - 0 C) CD e -1 " 00 7 2 6 f- — - — - — - — - — - — - - — - — - — - — - — - — - - — - — - — - — - k I =110 BRACE W 11 IRIN % — - — - — - pppp (09 _Q�7A"- - - V w=2=56- - — - % -lZ!--TH \ " I AAT / HOW s I I T4= aKy — - — I a I I Z7 CONCR CN 4 7 7 .2 L 11 /S4o03 ... C.I it REVISION #7 10/19/07 b 7 017 -6" 5 LO 40 1 *1 1 , 1 91 IF 1 6 015 REVISION #6 08/10/07 04 7 12/S4*01 12/S401 rim) C� 013 REVISION #4 04/ 12/07 A 5 014 REVISION #5 05/04/07 7/S4v 2 - — - — - — - e.9 7 Pp 009 PERMITSET 11 / 17/06 f 1% 1 w 60 M-96 0 — — — — — — — — — — — — — — — - - — — — — 418 CID 2 3 1, 1 1, 4'-11 " e. 71 40 1 LO r y PT 0 L, 2#-5Y2" cq A — - — - — - - - — - — - 6 _j__r V r A6 Ld I I A, m J CID %�337,1 - - — - — - — _ _ _L _ _ L L I I 10/S4. 3 L r__T �4_ CD it IF — - — - — - - A2 2 ss r 27� i i 0 cr 2 8 2 Ou A4 r a 0 7RUE FE'B �wj I r TORTH e.6 4 C14 .0 4z 1 1 wad- rr� I I I I A7 ;6S LO PROJECT KEYPLAN 7/S4* 02 _11Y2 15 021 1109 / 6 \ FEbuilt Colorado 64 $.ion A6 F.1 on uuu 7'-4" 1 L* 914" 11 34D-2" 11 119- 4-P 39-7" in L# 40 01 0 2 L6 oil 7 —=G==-c —2 % RIO- FIFTH FLOOR LEVEL P� 7 'El T CE FRAMING PLAN 6 A r 28 1.1 " CENTER Jor 289-7" 20 15 -6y2" XX 14 15 19 20 23 25 27 r28 31 38 48 (*OmwN. S2 . 42 - --- --- ----- ----- 5 te e. 12 P.1 9.1 " 1 1-7y2 e. j LEVEL FRAMING PLAN EAP' T $.in 9.1 C) C) C=) 19 6 9 1 FIFTH FLOO .7 n C) Rd a If a D 01= 1 I. of$ e. 0011-2" 11-3 0 10 MM17 �7 0 -7 e7 *0 40 SCALE* A M7 1 1 . e. J I I 8y2 C� 5 e. 4z e. --.4z F" 00 1 - - - - - - - - 10 - U . ..... 5 n cn 44: F � - C) ; I I a �j !!V t m 00 - - - - - - A6 A2 I"I III ��%l I �0 r ------ C�I 1 OY2 �h c4n < PLAN NOTES 1 8 00 4'-5" 5 V) n LO co . 44 c% I ri , F � � m I L � 14- - I I Icm -7 1 1 - - ff/ lo FIN * FLOOR EL. 81771-5 7wy3e� amoi eb' QM. 1/3701) f ,371 % T 0 C*± X'- Y" 8)4 ' 2* TOP OF CONCRETE ELEVATIONS ARE SHOWN LITO op� "�� 3"(TV, ) 501 to j '01%JAI. ';ih"' �c:) 6 Lo of Z6 CD 3. RE* SHEET S2.41 FOR REMAINDERTF PLAN NOTES .01.1 � 09 4 " 1 4 0.0" I< 9Y2" THICK (4000 PSI) ( =2 ) 4N 3"-4" t 12/S4.01 CONCRETE SLAB 7 01 1 95 1 cn /2\ f I I I I I I -nH I I I 1 1 49 1 11 1 of. , " LO MLO t 2 6 493 �j E031 K C) c� U LO On EQ 9 � z M65 co co . .... ......... ..... 2 S E066 1 0 8 W173 E054 12/sloi 10/S4oO4 te. CID I I it 8Y2. 4 L.... SWm3 %7 51 11 /S4*03 z 6 - - - - - - E004 1 23 1 58) 1) 64 E032 I 1 - 21" -1 1 -64- - 6 - 1`71 77� - - - - - - - rc co I ip I 1 6 - - - - - - T 4z - E6067D 136 L 00 A 4 74 - - - - - - - - - - - - 14/S4*04 t En 0 E CUD 016 1:35D CD cEa) c6 A /-UR CKI) x LO Ct ELEV, 0, 4 ELEV. Oa 5 L6 Z2 co 8/SU4 ml I Adnhb� 4 0 IWO co < u q1d_ 14/S4*04 N E029 LI C) C% ILj - ----- E006 - - ---- ka Co BR W-14L OL L;�� - EO _u q 6=1 wf4- SW=4 SW=5 1 2 14 A S6 I 84S4604 ELE Ov 7 CD 21-9y2w C041 18 !0 - - - - - - - - - - - - Pm4 L 23 CE 5 _ T ] il- 4 51-6" - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - t I le 12$.9" 1 6 .1 cr te el It Op V* N04 0 [to ele 71 E I uy m2b I W16 21- 4" . 41 e 8/S4* e �O e- 41-0/4" 1 1 12 \m 04 5 1 pm .0y 9/S4*04 9Y2" [[4 OWNER/DEVELOPER 5/S4 -cl ��co r-t- o03 5" r EE DEVELOPMENT I . .9y E070 ELE 0, 11 1 ft )tE 8 14/S4oO4 c*I_ COMPANY m � � 0 - NNI E072 C=) 4f�Om -c%l AVON. COLORADO - ___s J53) ou - 11 - - - - - - - - - - - - e 4z 1 0 - I %_ - _ �%] r I _.j tit 0 OR - 11 - m - - - I. " I WTIMM-�w IN - - IFF - -4 1 4 1- � I - - - - 51 - - - - - -- 44 7 s �26 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _j _T"I cn SWm A DESIGN ARCHITECT T LO L.. UO 4 0 027 to 91t r � I r%I 41 m [- 2 Z m . 0" 9" II`� n4j W4-\ -9 10�4/2" r 50-0/2" 1 V e2 )/2 2 cn _T Aa !�,co 4 J_ - - - - - -- 1 4 40 - - - - - - Ct T 1 00 sp E084 I I I I E085 I Denver, Colorado 1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 2 - - - - - - - - - - - - - 6 1 *z /c 0 -1- - - - - - - - - - - - - - - - 9 -Q!Qm GOO-*SI) 1 11 E092 6 Z7 .11 " CONi" * I OD A 4 00 CR ARCHITECT OF RECORD 7 ii /S4,03 C) I 1 0/2" do e 11 OY2 I 4�� 'A6 1.191 2 V 0 �044 eI 40 1 GLOVER SMITH BODE, INC, 5 e. Le 9OT-6" eI OKLAHOMA CITY, OKLAHOMA ve 7 12/S4o01 7 CIS 12/S4oOl CIVIL ENGINEER ALPINE ENGINEERING, INC. s cq I - - - - - - - - - - - % �4 C) V�j VAIL, COLORADO to I I I r7X - - - - - - - r 095 E096 q I - - - - - - - - LANDSCAPE ARCHITECT IT=) 6) A2 S E GROUP PUP BURLINGTON, VERMONT + uj % 418 Te e. STRUCTURAL ENGINEER po co HAYNES WHALEY ASSOCIATES, LO to LO C%4 INC, to 4 1�139 6Y2"pl QY2 01 LOf - - - - - - - - - - - - - - % 7o 1 17 F 5 HOUSTON, TEXAS L I % I ate C�4 MECHANICAL ELECTRICAL C� C) % 0 a 1 O/S4.b3 PLUMBING ENGINEER QW4- LL El 03 cn Ct ABS CONSULTANTS INC. % A CN . 1w %* 1 0.1 " e) U�uu - - - - - - - - - 9)/2 4 40 ' 6 -1 On ml DENVER, COLORADO Elll 40 1 1 n INTERIOR DESIGN tow 0 9.1 " I I I I I 6" C) e.6" .0 in A 40 0 1 11 Z5\ WILSON & ASSOCIATES I a 11 3 .0 1 1 1 1 j/s4oO Z6\ 4z A n I I I DALLAS, TX Z7 6 A to CD 15 02 - - - - - - - - - - - - - - - - - - U1111 LIFE SAFETY 1 1 ot-1 1Y2" _ _= - Z6\ to Z& CID BCER ENGINEERING INC, I I LU 11 .ion C�nj po 9'1-4" 34t-2" 11 1 r% I "v--;J �j I rj� 1 71 r le 7'-4" 1, 11 1. 10" A 111- 4." L39-7" ARVADA, COLORADO F n6 m ,:7. 2 BRACE E� 21 % Ell kfj17 E120 E121 tE42D2 Ell 11 j Ell c%4 PROJECT NUMBER, 20941 .00 - - - - - - - - - - - - - - - - - I 1113/S4.03 ISSUE REVISION DATE CD cq 1 I " 1 1 7 8y2" 1 Lt op Lo co �ro'I5" 7f.c" 5y2" #V V-7 IL A6 Z6 to L.J El r 7'.45" 1 OY2" 00 All r 12'/S4.03 cc 2 7Y2 4' 5Y2" `7 7 S 06 4 c CN BRACE E-9 - - - - - - - - - -- - - - - - - - - -kA ' D=- ury 4�_ I - - - - - - - - - - - - - - - - - - - - - - - - - - - E133 014- SW=7 Rid- Eli C) `6:1 00 ft 7 017 REVISION #7 10/19/07 t C) 0 01 Lu 6 015 REVISION #6 08/ 10/07 I ATL- - - - - - co 7 D SION #5 05/04/07 013 REVISION #4 04/ 12/07 00 W4* T 1 OAl2 4'.9 4 .090 1 /6\ 009 PERMIT SET 11 / 17/06 It q�c�o LO El 39 _1 '_iiY2 BRAC E-12 _=�mmz _ _ _ _ up) El :4:m dib__ E143 E144 A "A �LI". zi. :In 11A1 P.091 l-2" /6\ IS 7Y9 S4aO3 0 5" 2 -Ol-5" CD ;r 0 -5A \ 241 IrImll m I I p % 6 AD- 00 %K 149 N RTH 0*1 - J En 7 D65 00 kh L ROYE Y"KEYPLAN 1 74 ARACE-17:11 T_ F7- _rj 7- ro LO < E SAFEbu ' lt (.' olorado I co UP) . 111 1111p1pp Lul t t 4 AY2' 4 co Y2 V e. 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S.1 FRAMING PLAN 12 78V 2 6 [5V 7 -1 > r9wq" L on '9Y2" 110 2 __u 5" 49 6 iyj ppP 9. e k I e ee 2 2" � 28 2'-2" Ilk \ I 1 9.9" 1 1 12 9.9" e 10 9. 1 ly2m le 22 9� 1010 329-8" eL 21 25§'9y2n 14!-2 \ L 19 5-4y2n L 1, 4s-2" 179-2" 10 9Y2 le 4!-6" A6 A4 2' 1y2 418$.in e. c 4Y) 8Y2" n I Ak cc 04 /6\ Z4 /6\ A2 S2m43 28 36 42 50 61 62 67 69 4� < Oc A 0, qw .00 4 n/ 1 0 A L 41 50 �16 28 5 A) Ql Q2 13 35 36 39 42 46 47 48 49 1 51 52 53 54 55 56 58 60 61 62 64 68 29 It Dope t LO t t 7 4 L) jr 4 '2 f 0 f to;;A jr .3 It I & 0 1 Ach Lu moll,-- - —-— -— - —-— - —-— -—-—-—-—- —-— -—- —-— - —-— -—- —-— -—-—--- -—-—-—- — -— -—- —-t- - —-— - — -—-—- — — - —-— -- - —-— -—- - — -—- —- - —-—--UA t 00 it 7 8V2" 4%Y4 4-K/F 8V2"' t 8Y2 4: 1 F 7 N3:Y4 7 1 1 1 1 1 1 00� --- --- ------- - I --- - -- --- --- --- - ------ --- -------- - - --- --- --- 6 Lr; j L0 00 1 -- -- —uc --- --- -- - ---- - - --- --- -- ---- -4-- --- - - -- - -- --- --- ----- --- L---- K- - -- - -- - ------ LO t t k-340 � 11 179 qd- - I 1 tLF 04" 8 W NI I 00 ;Y4-- 95K A - --- --- -- A —-—-—- —-— - —-—- — - —-— -—-—-— - ------ - --- --- -- ------ ------F - -----I--- --- - -- --- - Eel 1 04 L c Y4" 1 A2 Blin L01 '1, .6 110-of I AD L4 D ri r% Lo Y4 Z4\ 431 N -- - --- 4H;Y4 16 ---- -- SW ow 61/2 Or 1 7 5 6Yji I%jyz I 40K F uk Tf r71h IT It I PA In 04" 2 144 1 ;Y4 1 ;Y4" 4 6V2 it I? 27K F 66�8) V20 12"l 12 71 2 4 /4\ 00 -6r2 SKA —-—-— - - n -r 3 4 ,f DID 1 DID 1 0y2i - --- ------ --- - -- - --- ---- - ---4 ------ - - --- - --- ----- ---- ------ - --- ------ --- --- - - ---- H I t I I I 1 41""A F5ih 1 9K FFI! A 1 UZ) 2 616" 24K d �211 U'A) led- 8Y2" 6V4" :Y4"A 11 - -—- —-— - 6W 28K/F A 6Y2"11 ID Y4 TY4111 L) �7 it 2 o" I -- - -- ) - i Y4 C) 1/t2 21 'm 7;Y4" 10 1"011 1 12" A A, 12" r� 5V 4 7 1 7 --- - --- --- --- --- --- --- - - - - -- - --- ---- ----- - --4- --- --- --- - --- -J-- --- -- -L ----- - - -- --- -- L - -- -L — - — -— - 4" 36 1 " 12 6V4' 8h 81h" 181/2 25K F s 11 7Y4 8"" UA) OWNER/DEVELOPER /F 1-��uv 4Y4" "AN 1I!I! 81h 6V4" 4,:MATCH LINE A- A 7 Ft - ----- - L - - ----L I w Em 7V2" 12" 7Y4" 8V2 p 4W-,4- 14A VAIL RESORTS A'- n�� !e J51-w le-11WX ng;nwr it, AAAAAM BY2 T dLf.F-% / I TY4" 2 7 VV v 12" .aW 1 f 'C36)4 6n �4 1 7 CON 1 04 W) 18K/F 1 OL - - --- - ---- -- -- - - -- --- - -- --- ---- --- ------ - -- - - ------ -- - - -- - -- k TIM -- --- --- -- - --- — - -- --- 4- VAAA P, 1 R am I u `4;Y�" COMPANY 40KIF 4 !t4 V i 2NA NT JA o 1'2 9" )02" 6 - - - ---- 00 4= am �4 --- - --- -- K b A SVV-4 J� 1h AAA ft 2 /F ZUK/F -u 4- - --- - /�/ u AVON, COLORADO Val qed- a Z2\ -7r ! V5" BY2 6Y4 V2 6 WII I I I I M, - r 2" cs 04 5V' :4" X) 1 55 20KJF n 2 4- cc). \1 2" 1 F 5 km 7% 12 112 9 Y4 C> �col Am�—i -z F 36rz X/4DI 12 -- -18 x1nn BV2 DESIGN ARCHITECT DID ---- --- --- --- ------ - -- - ------ --- --- - - -- --- --- - -- 7V4" 9 Y4 41h K F y T- -- -- - --- - --- - -- - - - - --- t - - - - - - -- I cq I ro Z7 4 2 41 " 1313 AA - - -- -- - --- - - - -- -- -- -- - - -- - --- -- - --- --- - --- - - - -- - - I --- - ---- --- - j 49 4 40 I 300K EE I C551 I Y4 N f cc -- - --- - -- --- ---- --- - -- -- - --- - -- - -- - - - - ------ --- -- - -- -4 - -- --- - 4- - - - - -—A+--=A�ieD 5 -.4 �2 1 1 350K t r Al 91/2"� 2 12" 7Y4" 7V2 -— -—- —-— - —- —-— - —-—-—- —-— -—- —-— - —- — -—-- 4 Denver, Colorado I C 36 IF 4 FF I I uj tA uf E - -- DID - - -- -- - --- - -- -- -- --- --- -- - ---- --- -- - - - - --- --- - - - -T --- --- -- - - --- -- - -10D-w- - - 25K 4 - - - - -- - - - - --�T-- -- - -- - - -- - — il- It IQ29 04�) 1 MID` 12 1 12 12" GG CD - -- --- -- - --- -- - ---- --- --- -- - --- - --- --- -- - --- -- -- -- - - --- --- ARCHITECT OF RECORD 4 : = Is u!) HH LO C) GLOVER SMITH BODE, INC, 6 00 C" cc� C> - --- - -- It - -- - - - - - I I r I - --- - -- - --- --- --- - OKLAHOMA CITY, OKLAHOMA 5K qVi"11 61 7M�K .r JI h - --9 r6Yi 112" ' 5Y2' 8 K/V,, - - - - - - ----- - -- --- - - -- --- ------ - -- - - - - --- - % EK� % 14- L 7\ 4 " 4 12" 1 1 ;Y4" CIVIL ENGINEER 7 1 a OV 7 A 1 A [ % t 81 1 414" ALPINE ENGINEERING, INC. KK LL 4 /4' ------ - F 9A 7" F / a6 VAIL, COLORADO 12 19Y4" 12 111/2"1 16 F MIA 7" 4V2" 8M2 71 04" 1 -— - — - —-- - mm c -— - - -— - —- — -—- - - N N Ago ;Y 4 law It I I I- --- - I AAA It It --— - — - —-— - — - — -— -—-—-— - — -— -—- — - — -— - — — - —-— - —- — - —- CS4 (D I In -0" 0 �&P417 pp LANDSCAPE ARCHITECT am END I - I Ift I " 11 I % V I - ----- - -w- A - S E GROUP 7 - - --- -- - -W- aff -- - - - - I Q( r 00 BURLINGTON VERMONT QQ 12" 2 AAA 272 (F A OK/F 2 12 cn 12p' —6-W, ED -4 04 91/4 CO men 44'r4" DID DID RR I F a I -�"`AAA I Ai 7W- j-V Jig) 400K I I tt 12" 12" il 12 q-1 5Y2. 8K /F A STRUCTURAL ENGINEER - - -- - --- --- ------ - -- - --- - -- ------ --- - - - - -- - --- -.1010efflum ,Dow /4 35K Fa T IWAII HAYNES WHALEY ASSOCIATES 5A" J - - -- ----- -- - --- F1 Ic m I ss INC. IN z9! I IY2-- I Y2'v T4 I I Y2L -7 \ A up) c%4 D V2 12 8 /F HOUSTON, TEXAS 2 1 1 12" 2 1 1 1 1 K/1 ' IAA� 7 A I -AIN CD 1 1 V4 C) Ag -- —-— - -4 M2 m 7 C*4 --- -- - --- --- --- -- --- - 11 T -Ir MECHANICAL ELECTRICAL - - --- -- - --- --- - --- - --- - ....... - A PLUMBING ENGINEER --it2 —7f 5 L= I t - --- -- -- -- - - -- --- VV 3A 5 1 ;Y4 a ABS CONSULTANTS INC, a I J 4 ;,,. 1 - --- - - - A. 7 AA K I \% 2 1 11 11 40K/F DENVER, COLORADO -4 "'AAA b4K/F 0 1 k -- --- - --- ----- ---- - -- - 12 2 8 1 r� A, a INTERIORDESIGN e 22 \1 6V2i 7" F, 12 121 It 'h" 51 K F /4\ 4 WILSON & ASSOCIATES LO 4 8 1 A" 3 71 *- z � - 1 --� - - - - --- V2 1 -- --- - -- - --- -- --- ----At _ : jz DALLAS, TX 7 2 per% 30 1 . 3026 1 1 W-7 7 LIFE SAFETY 112" /k 48K/F BK/F 6V2' BCER ENGINEERING INC. io Y.2 6V2" ARVADA, COLORADO 22K F 6Y2" 1 QM2" I A, \> M4 a 2 L4 I 4T4 :K�11 8Y4" 1 ' 1 "' - - - - N�11301<-- < co I - - -- - I co, 2 vial/ 4 " A ---- - - INV - 4- r to EEE co Z1.\ Lot PROJECT NUMBEK* 20941 ,00 LO 2 1 /F A 10 1 1116" 3" 12 1 �11 TDtDAme, 25K/F - - - --- - - - - W-T- -- - --- -- - 1 /4\ 1 1 1 1 -6Y2 111h" 7Y4 12" ARA ISSUE REVISION DATE st z L7.\ AAA IL TAAA ix AT 5 SIX 1ImDN mm aim owl DDI - - - --- --- -- KKIn I 7W k 12 "Dee"N 9�Y2 112" TAAA I 0 t4a. on 00 am 2 f"""�12 m K Y2!:- am am co T Am W% t z Z ! U. 1y) 8 1 CD IV C) � iAl gVrm7W < I W-T ME C" 2 VI u2w A,4m Z I 'T - —- —--- L i-LLA.. 7 018 REVISION #7A 11 /02/07 7 017 REVISION #7 10/ 19/07 SION #6 08/10/07 1 6 15 REVI J 5 014 REVISION #5 05/04/07 013 REVISION #4 04/12/07 5 9 14 15 19 2 31 33 38 42 8) 62 65 66 67 69 "1 0 AAA 009 PERMITSET 11 /17/06 1,A. I - ,A i- I A �i 1 � il. - .1-1 1-1... 11 il 11,-1 1 1 XH 13 fin 41 A �Ii�ip�iL ii;;j , ',i il ::1:91AXTi , I Ir ............ . ......... ATt�I 3 17� ViLiq -4LD B3Y i PROJECT 4- -1111- NORTH ""`o" L00R LEVEL POS ' = ' ENSIONED REINFORCEMENT TRUE IL Im NORTH SCALE: IA6"=l '-O" �Rujg p - C T101) PLAN NOES: lo REFER TO FRAMING PLAN FOR SLAB THICKNESS. FIFTH FLOOR LEVEL 2s P/T TENDONS SHALL EXIT AT CENTEROID OF THE PERIMETER SLAB U.N.O. POST� TENSIONED 38 "40OK" DENOTES P/T EFFEC11VE FORCE IN KIPS. REINFORCEMENT 40 "16K/F" DENOTES P/T EFFECTIVE FORCE IN KIPS PER FOOT. 54 "13W DENOTES HEIGHT OF TENDON C.G.S. MEASURED FROM BOTTOM OF SLAB. 6. RE: SHEET S6.04 FOR POST-TENSION DETAILS AND ADDITIONAL NOTES. V4 K4 A3V A 0) Lr 0 00 0 %4- S2m44 lee LON 1 TO ,ewII -'I C`14 6-#5 (13�\ STA m 39513 *17�/ #5(B)x20 2" OoCo �2 1-#5\(�1x48'-O" /oti- ke .1 �0060" New - - — - — - — - — - — - - — - — - — - - — - — - — - — - — - — - — - — - — - — - - - 'Ot�]AL - - — - — - — - — - — - — - — - — - - — - — - — - -- - — - L.... C) 46 s 366) ISM IN co 57 m MATCH LINIE \367.) i;4: .1 N;-- I Ic!4 =011=11=1111=1111meD � 1551111121 a 4� 00 � 010 ef=jop)xi ii � 010 13 9.8 10,-11A" I I 4k I NL C) r p D4 41411 on : j (B)xl 6' L - — - — - — - - - - — - 1-ow - - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - - — - — - - VA49 Vfl5 9.0111010 #5(B) 28 NNOOCO I � Tp I I — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - - — - — - — - — - — /7 2 & RAIC W- 1 4 Q_ - I io , - - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - - — - — - — - — - — - — - — - — - — - — - — -51- — - — - — - — - — - — - ff 70" r __mzzz��_ 7 z _8 L 4.1 E34:) C.) lee mw"j- 0 2 c 3 CEZ CN .010 It 2- # (B)x12 0) .11 LO 7 T" CD a -7 -- — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - 4— - —,M%d I — —7:: 7 lee C) LLJ r u Cle t 0I V �7 m I Ile 75 a W136 W139 Palk— CI m cj 7 X x p cj 50-6" C) C) — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - %m e a I r 0 V/� 4 U�) CD a LO co cm-1 1*-4 .jj Q CED 8 u 01 C) M CD C) C> \356) X x x I x 6 on #5(B)x2O'-O"`@12" 0. m- — — - 4�- m Elk(LA)— - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - - - — - — - — - — - — - — - 4 0 Q I - i - c44 7/ 7/ 6 x215IN-'O F -j5(B) Irey� I I m #5(B)x23 @24"0*Co 46. 1. 0" C.) C> LO I p #5(B) m ci PIP Wm4 @24 C11 xcc - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - - — - — - — - - - >\ - - — - — - — - — - — — - - m X Zl\ C) b 77 CI L L..j I I x F 2-#5(B)x8 D" ..�/ W120 I m /353) Q 1 0 NNI 0 r ON m 3 - 0 Lx 4 8! 0! C) I ' =21 ) -44 7-1 - — - — - — - — - - M . wi T - — - — - — - — - — - — - — - — - — - — - — — — - — - — - — - - — - — - — - — - 1 - - — � — WIIIIII )j" V N UD - - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - Ilis, &�j 3493: (B)xl l #5(B)x24'-0"@i0`N0.c I� & 55 4- #5(B)xll I — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - - — - — - — - — - 412V - A5(R)x 16 =T 4= I�- —1 J Le. OWN ER/DEVELOPER 01 A 1=1 wl C3 IN C3 VAIL RESO S 10 00 V= "@10"ac, 1("xi 0" , (348', 9 §=L5 DEVELOPMENT C14 — - — - — - — - — - — - x COMPANY - — - — - - - - — - - - — - m Jtu - u AVON. COLORADO ju 7 ej C5 7 2-#5(B)xl2 2 r #5(B)x16'-O"@12"0.C. r 17 E m CIO ON 7 IL cq C) 111 X x mtIm I CD m m A DESIGN ARCHITECT m co I I co I y i co m m m wu/ L4 1 W093 - - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - 4 40 2 ;ezwe/ 9:) 1 Irwo_m; - — - — - — - CD m 1 11 C> CI X Denver, Colorado .0" 00 Rid- L5(B)x20 I - — - — - — - — C4� m I IL) I A _ X_ — - CV 1 1=3 Mod J51 @12" O* Co & D 1 7 - 7/ 7/ 777 1 ARCHITECT OF RECORD wad- a< A2 GLOVER SMITH BODE, INC, OKLAHOMA CITY, OKIAHOMA LO 1,3 3 1 6-#4(B)x7 — - — - — - — - — - — - — - — - — - — - — - — - - — - — - — - — - — - — - — - — - - - — - — - —�s % I 1' ��)XUO CIVIL ENGINEER d 1 0 ALPINE ENGINEERING, INC. #5(B)x (WO"O.C. L.H L4 -J — - — - — - - VAIL, COLORADO 4$4" 49- 4" 1 . 1 .010 LANDSCAPE ARCHITECT on 1 #5(B)x20 @1 2"O,C 2-#5(B)xl2 on I S E GROUP #�(BIXW-0" BURLINGTON, VERMONT x/ law % STRUCTURAL ENGINEER — - — - — - — - — - — - — - — - — - — - — - — - TW73�4 HAYNES WHALEY ASSOCIATES 11 [5(B)x3 '-0"@12"`O*Co INC. HOUSTON, TEXAS 2-#5T)A CI x6'-( 48L-_QC 10 l-5" A0_* — - — - — - — - — - — - — - — - — - — - — - — - eq- r 7z x I — - — - — - MECHANICAL ELECTRICAL WT 0" m wi 7 CV 1:14:) 1 ABS CONSULTANTS INC. LO up) :qk DENVEIZ, COLORADO U b SIN INTERIORDESIGN _c )- C) WILSON & ASSOCIATES XT) atz 0c, 68 C )l 1 8 �8 9: =WO79 MILD REINE6RCEMENT PLACEMENT NOTIES DALLAS, TX 0 C*4 1A C) m LIFE SAFETY V022 1 . UNLESS OTHERWISE NO ALL BARS SHALL BE E UALLY SPACED IN C BCER ENGINEERING INC. AND PLACED WITH N STRIPS AS INDICATED . ARVADA COLORADO 1A #JCf _FT---I— 6-#5(B) 0 -0 = 71 %I Ahoy 0 - — - — - — - — - 20 IN (T) AND "(8)" DEN TE TOP AND BOTTOM BARS, RESPECTIVELY. - - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - - - - 4 -ti - ------- - — - — - - 31 UNLESS OTHERWISE NO ON BARS SHALL BE #5(B)x3O .0 CEN RED ABOUT THE CD @1 "O6C* c% C4 > �O PROJECT NUMBER, 20941 .00 TINUOU ENDS, AS INDICATED. Ste 46 PROVIDE 90* STANDARD HOOKS AT DISCON m m#jp w- Iev 1 5 / X& x f wi ZA��R edge of \> m I - I "`I� < 5* BAR PLACEMENT SEQUE CE: IT P/T sl b '#5(B)x1Op-6" LIN ISSUE REVISION DATE 41 A. EAST-WEST B0 I I 01VI BARS 6- #5(B)x6o B. NORTH - SOUTH BOTT M BARS @12" )OCO W8 10 C4 B.O. DECK EL. mmmmmmm" I 2/IS5*07 C. EAST-WEST TO[ S I x / 5N C�o BsOw DE�& EL. +2pe3Y4pp ABO n ON W14x22 + 7'-3Y4" ABOVE ui L6 LEVEL 4 IIr I, AT 7/S5,07 M INTAIN :Y4" TOP AND BOTTOM CLEAR CONCRETE ' COVERS. 25 DECK E LEVEL 4 ell SEC`IO x 6 W1 Ox12 II I - I � �p - + 111- 6" x Oil CN c%4 c� 1 /S51 LEVE c, 3/S5oO3 B.O. DECK EL A W16x4O W14x22 W1 22 W1 4130 FY2"] e W1 14 ,1 I,�_ I — I I I 1 13 W1422 +21 ABOVE -3y4" x LEVEL 4 wwo x 1 BoO* DE60E-. 14 sv _11Y2" ABOVE A2 -0" @ 6" 0 C. B.O. DECK EL. +13 ISO') #48' 1 ; S5,07 LEVEL 4 ACROSS INTERIOR 4XLL +11-4)74" ABOVE GIRDERS (TYPICAL) e Z ci c%j c*4 c*q C*4 cq W1422 Zd ON BRO I IW14xj 1 22 1 1 1 1 -1 - IBRACE W-6 Ie II ` I L " T ' LEVEL 4 CN " % X x X x x x x x x If L C*4 A ui 28 W029 C ):5) /!1 o CIO co co co to E 13/S501 Nc� I I/ e, to M6:4 )j7 1 x x x x x W16x26 C%4 6x26 CD co co to x Z x qqd- — 'I z 11 Ie� co T x 2x to X I I ' / I I I/I I / e 161 .11 C,4 018 REVISION #7A 11 /02/07 CN x 426 cDN 11\ V j I BeO* DEC < EL @ FLAT X / x ==rl tmxi�2 SION #7 10/ 19/07 �7 5i 7 017 REVI B4O, DECK EL ee, Ile le' / +11 ' 6" IN C%4 +89-4374" ABOVE / cv C*4 SECTION X Z /I x co Wi 2A 4 W14x30 /I // I I', , ABOV I E I I'll 49N p 014 REVISION #5 05/04/07 LEVEL 4 ILI LF\ L 4 C44 A5 x AN B4O, DECK EL, x C%4 W058 IWSXJOIIIIr�� B.O. DECK -.L x +131-ilyz B.O. DECK EL, UO) r LO 013 REVISION #4 04/ 12/07 1 III, W 11 1 , I V) +13'-11)7" ", I �� I " I I/ / I BOVE LEV 2 ABO 0\1 11 16 1 / 1 Co L 4 IY2 LEVEL 4 x L0 /Z 009 PERMIT SET 11 / 17/06 0 / V) I Ln I ABOVE LEVEL 4 11 1 1 B.O. DECK EL ICED .V2 xi� Ldr � - — - — - — - - - - — - 6x26 (Al 805 (LO' Lu +1�21-6" ABOVE 7 1, r/ W035 048 e W18k4 16x26 (H x40 HI SLAB 6 LOFTS: =W012 al:4::e W1 2x1 4 W11426 LEVEL 4 Z 64 x x 4" THICK, 4000 P I NORMAL-WEIGHT m Z 00 MD III 'I I X X x I I r IEEPj 20 GAm - eI I I I I I,` 1 0 CONCRETE ON 2" Lu I I/ � 0 W1 4 P22 W1 0x1 2 5/S5sO11 MI, 6/8560 EPICORE MS COM OSITE DECK (6" TOTAL THIC CI 1 /S5oO4 SHO? C\ 'I, Ike FULLY UN L CONCRETE HAS 11 +8'- 4Y4" ABOVE gx�i 6 00% P, f W8x1 NO I F 'I Izli e LEVEL 4 Z LJ ACHIEVED C, el IN N CN / co cq x Rd- x x I A r� C%4 C14 x x S5*07 4Z rr / Ni ;i LO C> `b\ x X M14- W1002 C*4 a 8xiO W8x1 ESS) DECK MUST BE B.O. DECK EL. 1 /85904 N LO Z.Z. .1,W1 0' A 2 612 d 1 I� �eL I C*4 V LLI I / / / I I L0 I - I W1Ox1 (HI) X ) I I I I re I / / / I, ��e / I I,, I � I ` 11 Irl /568,()4 r x I 7/S5oO2 I BRACE W-4 B.O. DECK EL. I Q..) l � s' I,/ III I,` 1 .11/ 1 1 C) C) I all W12x14 / I _,, W1Ox12 N1 Ox1 2 JHI qIII , I PR +6'-lY4" ABOVE xILLHO , 1OX12 1 Ill OX1 2 I m Ir 32) X7 K ) 112�30 " rr LZ, 9 w r11(zb/ 'kL0) wwoll 18 W032 FE3 2 3 2003 LEVEL 4 111 1 1 qggE W1 6x26 (00 x UE ELI. ZZ ROKEN ! W1 2 :30 PROJECT KEYPUN wo 053 B __s4\ - 1 L IBRO N T - — - — - — 01m) I r c%4 III.; I - 1 01 1 11 +2'-9" ABOVE B4O, DECK ELI 28 1 AFEInflit Color-ado +29-9w�ABOVE LEVEL 4 CD B.O. DECK EL. B4O, DECK EL I B* DE K EL* B.O. DECK L. LEVEL 4 BID, DECK EL I EVEL 4 rlee-� B.O. DECK EL. +1 1 A UVt +79-OY4" ABOVE VE B.O. DECK EL. +Z -9 AUS VE LEVEL 4 IFVEL4 AB VE L 4 +77-OY40 A13a, LEVEL 4 FIFTH FLOOR LEVEL MILD I I LEVEL 4 1 13 14'-2Y)" 159-34" 15 q.Ow 14 1�9" 141-6Y2" lip-% 15-11 9 12 9�1 0" 22)-5" STEEL REINFORCEMNT I L Idle I I.* all all all el BOTTOM BARS WEST N1 4=6 4p I IN 5 14 15 19 20 23 25 S2E45ml 50 NDO Lf 0 17 1 23 24 26 32 34 41 47 48 56 wo 3951 ease 1' 49 51 0 a 29 1 1 1 0 PJAL IF Fee Q IF .00" L1\1 I I If x m C) Clio eee' #4(B)x6 on e, 507 @1 2"Ooco IF I md . 4-- -=:;-! IIIIII III � eeee� el, A ) I I. I.,r _ _ T le� 2 1 1 (443 C5 L ee, P4(B)x9f ' 0-- 1 6 1 1 1 z L `11 1111 1 1 m X I @12"O*C* x 7 co N m "Fe"Fe", IF m IF #4(B)x2CLO" L4(B)x21 '- O"@24"0,C, 6 r 43 @12"O.C. - — - — - — — - — - — - — - — - — - - — - — - — - — - -- - — - — - - — - — - — - - — - - - — - — - —1 -4 ft 7 1 C) __uc C44 LI m 1 1 13 159-2" 1 120-4" OWNER/DEVELOPER 432 D VAlL RESORTS DEVELOPMENT t I LO 42 i - I I COMPANY - - — - — - — - — - — - - — - — - — - — - — - r] JE1 AVON. COLORADO p .........1 1 — - — - — - - — - — - — - — - 4-#5(B) X169 . Of p IN - - - I I X38*- Ov Fee `teeeee 0 777771 '1 ' 6 cgs ley 2- 5(B)xl 2 (371 #6(B)x2.017 (I"@1 O.C. F Fe.eeeFFeI CF4 ceq CD 0 1 C5 DESIGN ARCHITECT eeee'I 00 1 III I Lej x C) 28 RI I If "Fee", C14 le. to C) ee Lci 6 "Fe"Fe", C) CD Fee., x Lr) m L _ _ _ I - ------------------ 0"Feee"k m r CD Fee, im ml LO cq x Fee ."Fe"Fe, mz:7-j - — - a 1 C4 c) 4 40 e"I c'Fe I I- j 'X 1, ..`FFFFeeI I me, 3- L5(B)x36 ImIII c 1 02) it I i I " CKE) a (p) r I I ' Ir " I I 1 23) Ul rr Ir r r rr Lr rr. r, 1 0 1 C) — - — - — - Denver, Colorado r r 1 . 0" Fee K 2-#5(B)xl 2'-0" 014 5-15(B)x32 E031 0 2- L. 4D-6" 5 1 e— 8: 1 1 -#5(B)xl2'- O" 04 CD CD I I CN 2Lj a000�2 00 E003 Fee 6- #\5(B) L4 Bjx26"-0"@12"OoC* c"14 x 11 1 \_r1eI m ST 3, 2 111 ARCHITECT OF RECORD 1 13 t.2 x . 0 "Fe"Fe", + B)x4 m Ln ee =41:z GLOVER SMITH BODE, INC, w4e, 1 lq5(B)x2O'-O"@`12" O. C. V- 2-#5(B)xlO x #5 OKLAHOMA CITY, OKLAHOMA 1.099 3- 5 x48 7 LO m CIVIL ENGINEER C> C) 46 SW.3.c:' CA I C14 cq Pee, Fee mzi x CD 'Fee IIII t �� VAIL, COLORADO reeFew CD 2-#5(B)x8' 777 .01 .I LC) FI " - - - )'- o"@8"0, c* 49 v M a FFFFFFF\ I ,,I \ x CS 4p C*4 1 -#5(B)x30 9. 0 m m 3 5(B --45(B x 0 E 2 E032 m m I I jrLr' rll� r � L x z C=5 LANDSCAPE ARCHITECT 1 1 1 'r 4" ' � .% r �r r k u x MATCH LINIEELJL C.3 LO to -2 I U") S E GROUP Fee. Fee (B)x8 co 2-#5 /101 Tqm 00 0" BURLINGTON, VERMONT 11 0.0" 13 11 X, 3-15(B)x36 /_0 X1 66 IF III 64FI ""NI #5( B)xl-g reel _c:L — - C) IF 74 _T1 1\414 , " I I N v_ _ _ _ - It STRUCTURAL ENGINEER - I ..,T.6W(B)x169 0" 1 1 OFF 11 J00"Ofte"I HAYNES WHALEY ASSOCIATES "'e" "TF IF I It �r S. I E005 x 016 x 95J - — - — - — - - - - — - �=_�j s IIIIIII - *1 1 0 1 1 7 7" 1 "Fe"Few" Ke I _[i4(B)xl e M 01c FIC& m INC. co Fee HOUSTON, TEXAS Fee! 4 ELEV. 0. 5 1 #6(B)x3O'_0"@10"O, cF LO Q0 r _T 00 'Neeeee ELEV. 06 //4 JR (n 2- #5(B) 12' Fee Ln -2-#5(B) 5 #5ML2L- MECHANICAL ELECTRICAL CD 45(B) 28'eeeeeo"910"O.Co ] 1 4& )x32'-O\" I Feel— RAC W-14 ........ IB) ee" ABS CONSULTANTS INC, re"I pn 7\7\ �0 6-J5 0 60 vwfll 6 x42'-\O SW-4 3-#5(B)x36'- -O" 7 DENVER, COLORADO \0 y jml 11;� - 7" eII e,I I %ee"Ir Fee 0.6 INTERIORDESIGN 1111 % 01 a r MOO B AO -O L C3 2 reeke, =41: MR4 Imm Few eFF IF WILSON & ASSOCIATES "'Fee"I 00 21 34- W2w0IC& E024 Fee C3 ."Fe"Fee', Fee I a C.) ))x12 CeZj"ee" Fee I m cn� CD DALLAS, TX LO 9 m Fee —I - lee"'T:.: :'] reeee =i CD - - I QI eeeem �9: _ _L _ L. J Ln 01 3 _ux c3 c; 00 v I xi 0'I co kit I It LIFE SAFETY LLJ C) u C> *`7 _6 6 , 29) or e 5-#5(B)x32 BCER ENGINEERING INC, 11 '-4 1 awa I Z) 133 — ARVADA. COLORADO -7[A #5(B)xl 6 CD %eleelo M 3m6 C) I u m M) l FIE65 n 01 D e'I J` IqT C5 1 C3 51 C3 (3 @1 8"Ooce 424 I m cs v CD m L0 �0 uj % eeeI I __uy m 1 0 1 — c� LO 81 EQ: :4:) 00 on PROJECT NUMBER, 20941 ,00 'I" C:" 10:D c� T _ cL I cm jj 4— C) CD M C3 I A Fee E C> I" 1\356) .44- 1 C:> cy) C) F'R C5 0 on C) Im ISSUE REVISION DATE ee 6 x i%4 I " I m x C) c� I U-) m #5(B)x20'-O"@12" 0. 1 m 8 :*L4 - -1� - - L.......... k m m -1:23- 5 5 gcrL 7 co r It I I C) CD WIWI i:�� _c�_ — _ - I �� =7 #4(B)x22'-O"@12"OFC. 0I #5(B)x2 94o" 4k X N 74p 7///" IF Im,,FFF,`F mm 0 IWO c 1p C=) 0"I A cq C4 "-#5(B) 24 III Fee IF 400PE 1 6-#5(B)x28'-e Lo to x x CI #5(B)x23 Cl m m #5( B ) Fee I I X x eFee""'I eeeee IF fgzzL I I C14 FFFI ef) CD rzlizz C0 =hz m CI @24"0*Cs "Fees "Oe"Fe". 2-#5(B)xl2 cc - — - — - — - 71 r--a--- - rm c) LO r cj x C17:) 1 I I cn x C5 %a CD 2-#5(B)x8 r r I "e"Fee, co It"I 1"1 00 LO w4ee x co #5 )x48 L 04 (3 5 3\/ FeFFFFI I qI m to M be JFF =W121 _'Q4 m eeeeeee mn D LO m - - — - — - FeI co IF 34 .j/1 -4 3)x12 Fee 0 - -0"01 -ee, 5— co #5(B)x24! O"O. C. 4 (B)Xvl -o — - — - — - 05 B *1 ;ff=:: Iej um) L it NIT IF mi X16 =T - `9feeeee IF Ir — — — — — — I e"ee"'ee' A — — — — — — - - "Idee — — — — — — — C3 I Fe..' cs CD N=O86 CIED _T I/ /I ftft 7 11 It 7 C) 10 IF# I - — - — - - I I Fee. - I D2 - — - — - - - - — - — 2f= "@10"I I / 4 8\1 1 eeeeee \3 6-#5 x16' `7 9 c"I 08 II M lee x C) ."FeI "Feee", '1"1131111111 TI I m 03 F71 A m \017 REVISION #7 10/ 19/07 IF 1\34' D T 11 1 v 7 r #5(B)xl6'-O"& 2"0.lc C> CD I x IF III 1 1 WINN!, U�3 Go I I ?I I \015 REVISION #6 08/10/07 m x re"I C) I00"e"Fe", eI m .00F Fee IF, 013 REVISION #4 04/12/07 m L0 (,�3 41 U 00 x C5 x 'IFF"Fee "I x III mt %, �`FI I 3-#5(B)xl 1. 0" 009 PERMITSET 11 / 17/06 co 000I 1 0 C*4 CN m r� 5 LT It' Z*k 5 1 S Fee — Iule) J = B xe (91 x32'-O"@12"0. % 2 m WD93 W096 L4(B)x32'-O"@12 01 #0(8)x24 -0"@l 2"OoCo M LD R INFORCEMENT PLACEMENT NOTI - — - — - - - - - — - — - — - — - — - QQ . . .......L ..... ....R..I eeee - eepe . ITS 1 . UNIESS OTHERWISE NOTED, ALL BARS SHALL BE EQqALLY SPACED rA T_ 1 C44 CVE3 � AND PLACED WTHIN COLUMN STRIPS AS INDICATED. o0000 C4� D5 Foe fee. 0 3 .L5(B)x28 FFI LO )-#5(B)x32 WO 20 (T) AND'tZ B)" ENOTE TOP AND BOTTOM BARS ' RESPECTIVELY. IF I R6 ABOUTITHE 3. UNLESS U IV MiLiNOTED, BARS SHALL BE CENTE A2 RR #4(B)x33'- -0"0 0"O*C6 1 % '00 '11% m COLUMN. I I R E 1 6-#4(B)x7 0 9 TD rk; 4. PROWE 90* STAND RD HOOKS AT DISCON11NUOUS NDS, AS INDICkTED. 2-#5(B)xl 2 2-#5(B)xl 2 .0" 1 4-#4(B) (7'-O" _ f Gi— 5* BAR PLACEMENT ST� UENCE: PROP #5(B)x 0%% O"O. Cl 11 3 emm Nee A47 EASTIIIIIF� vBO OM BARS NORTH B. NORTH-SOUTH OTTOM BARS T 2-#5 )x1 2 on PROJECT KE C, EAST-WESI TOP BARS -6" 4pFeeI 1 .0" '3010rado Fee? #5(B)x20 D. NORTH-SOIITH TOP BARS MAINTAIN ;Yj" IOP ND BOTTOM CLEAR CONCRETE CIVERS. W) =WW092 ci FIFTH FLOOR LEVEL MILD cs CQ r — - — - — - UL1 7 W098 STEEL REINFORCEMNT 100-5" BOTTOM BARS CENTER r j 00 ADDED GRID LABELS r r 4 L)x 6 to-tO" 1 0 C 2 14 15 20 nei 27 28 38 48 S2m45m2 31 T__ x 1� IS m 3Y4 159-211 12'- 3/4" 13 0 1 13 -0 159-2" 1 12 1 11 I'ly2ff 120-1Y2" oo� 6 A D -fir ef� - - - - - - - - - - - A2 777 Lc) . .. . .......ml (4 1 1 1 1 . - - - - _ _ _ 0 %J ';�%e v 000000 I] - e� m - - - - - - - - - - - - 0.0 = -.�17 - - - - - - - - - - - - 16 oo 4-#5(B) a I t 4-#5(B) x C) xl 6',/, 0 7 8"-T I (m oom---------d- oo"oo"oo C) It F6 o' 47f 4. 1- CD 501 x r x C5 It n % "370,1 1 \371 1 04 Go M 00 D #6(B)x2.Q 9 Coo 91 0 1 1 10 on C) Qw=m3wm=wsmmmmmwmw41 1 1 1 �� X CD w V4 It C) Of x I ul m It - - - - - - 0, 7 co .0 v... 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'ur 3-# _�UB 00�-O -is "o 0 5 f On I Moo Moo N06 2-L5(B) 120-*S (B) 28 �olfql O"O'Co #5 B L) L N (#5 -2-#5(B) 0 9. L )x2 0 jr Lo )x32 ELEV, 0, 4 ELEV. 0, 5 j6(B)x3O'_o"@lO"O. C. Ici z A/0 5. B X 4�- O" 0 J7 Ir - �_ _ _ - r - EO '400 6-L5(B)x42'-\O L* 09 On L Rff�%97 #5( B)x2 �@lo Deco C) SW-4 .3-#5(B)x36 . .o 71.7" OVV =u I on 2 3t I I ELE Do 7 A 4, 6 J1 21 On ci 041 1;0 rmo, r� _ (B)xlO 3- L5(B)x3O 0 2 x 00 ED I I 1 2-#5( M2"OoCo 1,359,1 1 )p0/' I C) so I r C> %" r 0� C> 44 LO 4- TI __ + - - - - - - r m 6mmad op xi o'- - - - - - - C) %/R C14 In L 0 - ct jx 1 �4 _ _ T . 0" rE:. E.1- J 3 - j5(B)x29 L �b In Lco x CD 5.#5(B x F m I - - cc x L - - - - - - - - - - - - m CD on, C> I _ 7 I :41c ci C.) CI I T #5(B)xl 6 0.0" immmi cj @18"OoC, x x x 7 C3 cs CI CD x t U-) 0 C) n LO V. NO* C=) I E07 UD U .? qk A 8 o 01 9 ngo ut 1c) LO C) C) C) rn) LO ;T I - III r - I I a 11 X :�L�j moo Q._j x [:6 �050 C=) J m U04 m A C.) E i x x 0 ci qqd- um) LO \356) 0 C> JIM �jh b =th C4 m m cq is I � 0�010 113 C) C) U_) :r 1 0 1 m u j on #5(B)xl 2 _Irrr =wz #5(B)x22 . 1 � m L �M4 . � I I ____7omwm%_ �R OWNER/DEVELOPER - - =7� i-- ----m - C.0 7/7r/ CD 00 #4(B)x22'-O"@l2"O.C. #5(E )x2r7.tO"@8"0, C. C) C) c� VAIL RESORTS I I -#5(B)) :242[ I Xr------ ---------- -- C.) Cp m Cw4 m c%q 5 - 6 r- - - - - - ___1 x x Go Rld- 0 1 1 % L, 30-9" 6-#5(B)x28' a C 5 1 - I 1 1.0 DEVELOPMENT qw1j_ M4- C:I 2-#5(B)xl2 ELE 0, 11 m zqt� m x C*4 Am COMPANY C) I M m .0" LO 6- 5(B)xl 3 2-#5(B)x8 4� I on wav - - - - - - - - - - 4� AVON COLORADO C:) cl�' 00 C� m u") W4- - - - - - - ? 51 - - - ------ VBT _\6 #51(6)x48 I I - .353) 61� m OF co 2 O�Co I 2-#5(B)xl 0 53 1W DESIGN ARCHITECT 4- #5(B)xll ci C> A - - - - - - UO4 505 A CD 1D LO - 4 00 Z4. - L=r CD - - - - - - - - - - - - - - - - - - --------- 2 5(B)xl 2 C� 7 C) E084 x Denver, Colorado _T 7 - - - - - - T N 4 40 - - - - - - - - - - - - - D2 #5(B)x24'- O"@12"0,C. D9 7 LO C3 - - - - - - No 04 04 Mg 9 (fj9.2) I '1� 'D X on n 7 6- #5(B)xl6 ARCHITECT OF RECORD X m A r #5(B)x24'-O"@12"0.C. & GLOVER SMITH BODE, INC. wct OKLAHOMA CITY, OKLAHOMA 0, 1 Zld- x co co m I I x C%4 jo�o I C) CIVIL ENGINEER m I 11 4 LO ALPINE ENGINEERING, INC. co " 0 00 IR C*4 (3 co x C5 VAIL, COLORADO x x M 3-#5(B)xl .09; M - - - - - - - --os m � C�4 04 L 7 E 4 96 t - - - - - - - - - - - - .... .... - - - - - - LANDSCAPE ARCHITECT 9. f) .... #5(B)xl 29-0" S E GROUP #4(B)x32 -0"@12"0 .0 j4(B)x32'-O"@12"O, # (B)x24 "@12"O.C. BURLINGTON, VERMONT - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - C.3 L C5 CD L -1 K48 NEER 1 C%4 STRUCTURAL ENGI OP 7 HAYNES WHALEY ASSOCIATES, ' 1771 3-#50020- \0 W=� LO + 1 & I x Fl000 000" 3- j5(B)x28'-O oo 7/ 44(B)03� - 0"@1 O"O* Cw 00% 4- RR 1 6-#4(B)x7p-07" - - - - - - - - - - - - - - - - - - - ---rS V__ PLUM13ING iNGINEER 2-#5(B)xl2 . .. .... .... 2-#5(B)xl2 4-#4(B) (7'-0" 1 L E103 E105 106 _ sI �%_ - - - ABS CONSULTANTS INC, ri _T_ DENVER, COLORADO 1 08 CE 1 1=0 I INTERIORDESIGN �o x 2-#5 )xl2 .0 60 WILSON & ASSOCIATES m DALLAS, TX 5 B x12 9 uo�3 po 5 @lA."OoCo LIFE SAFETY NINO uuu Co t.on BCER ENGINEERING INC, co (B)xl 2 ARVADA, COLORADO LO F m BRACE E�T - - - - - - - (IL1.7) 12=0 E121 E4 22 E 13 E 14 PROJECT NUMBER, 20941 ,00 - - - - - - - - - - - - - - - - - N #5(8)x24 2"OoCw M77 7 #5 B)x440-O"@12"O.C. WROMMOM ISSUE REVISION DATE I a r 01) C) c� .10000"k%, I I CI x x CO C3 m m 2. #5( I co� x C5 0 oo� L M LO 04 It 10 - - - - - - - - - - 5( 8 ...LJ In m MILD REINFORCEMENT PLAC MENT NOTES Z)z LO C.> m 1 . UNLESS OTHERWISE NOTED, ALL BARS SHA QUALLY SPACED 2- 5(B)xl 2 0 04 # AND PLACED %THIN COLUMN STRIPS AS 11 DI ATED. x (T) AND "(B)" DENOTE I I BARS, RESPECTIVELY, 2 @10"OOCO 20 a C) 17r- #5(B x24!O"@l2"O.C. 3. UNLESS OTHERWISE NOTED, BARS SHALL BE ICENTERED ABOUT THE t.1 IS co e__ 5 c%4 7P� 6" S 0, 4 COLUMN, . C. 40 m LO BRACE E-9 4. PROVIDE 900 STANDARD HOOKS AT DISC N11 UOUS ENDS, AS INDICATED. 1 1 5* BAR PLACEMENT SEQUENCE: - - - - - - - - - - - E130 =mmmw 0 A. EAST-WEST BOTTOM BARS IL Is _ .0" 5-#5(B)x36 � _\-nEEE -IF -A B. NORTH-SOUTH BOTTOM BARS E133 El 4 SW=7 st C) co C. EAST-WEST TOP BARS Do NORTH-SOUTH TOP BARS 4�f CD c I I col MAINTAIN 3/4" TOP AND BOTTOM CLEAR CON RETE COVERS. 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On I 1="' p m I 1z:"` 1= 1.,..,. 0" 8 co X12 7 - - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — x (*8' I mil I A mzw^Max .oc W121 1w I & I ml W1 LO - — - — - — - — - — - — - — - — - — - — - 114i ell 4 — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - Y8" 7 -77 (T)x12 X1 5-10"1 1 C) — - — - — - — - — - — - — - — - — - — - — - — - - — - — - — - - — - — - I Jei x24?�O t moll c) W12 00 x OWNER/DEVELOPER Tr_ GO 04 x VA1L RESORTS 1=lll : K co BRACE W-11 12-17LT 52 " ll-O" \348 , C41 0 - — �1_ DEVELOPMENT 7� T any — [ — wl COMPANY CI- — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - - 1 7 if ;1 . 1 ll,3 AVON, COLORADO K75D )=87) X 2-#5(T)xl2 X 7 CD CD 10 CD #5(T)XlE L FACE OF COLUMN 7 C� co I 10 co 00 1 777 77 X X LO DESIGN ARCHITECT #5 (T)x12,_0`i O'C' .0 #7(T)x24 5 IF I I X - -L . . I: I -_ Qll W076 1- 1 cm) W09 TYPI L OLUMN STkI Denver, Colorado I I I I - — - — - — - — - -- T_ 1 ! #5(T)x20,-0"@18" Oact FOR- 3" 'HICK SLABc\ & 1 1 415 C) a. 7/ 7, 777 1 3 1: uj I I ARCHITECT OF RECORD U elf GLOVER SMITH BODE, INC. m I I/��\ OKLAHOMA CITY, OKLAHOMA ....,. 0" I�336` 8- #7(T)x2O 4- #7(1)xl6'- O" 3 8,1 6-#5(T)x7 — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - - - — - — - — 17 1 #7(T)x24�-4no" I�p amoz t r CIVIL ENGINEER c) W- 0 ALPINE ENGINEERING, INC, r-j COLORADO CD C> VAIL, Ep x I " I I OP Z> C) I lCR CN LANDSCAPE ARCHITECT =4h #5(T)xl6 . 1=� 00 1 #5(T)x16'-O"@18" O.C. S E GROUP 0 C) X BURLINGTON, VERMONT #5( T)x9'-0" @12"ONC 10 'iv I I p I I I �_#711T)xl 61 — — — — — — - - - — - 28 on STRUCTURAL ENGINEER - - — - — - — - — - — - — - — - — - — - — - — - 56/1 - - — SVA I I HAYNES WHALEY ASSOCIATES, W098 INC, 2`l"" #5(T) 1 9.0" HOUSTON TEXAS >\ I I #5(T)x28 X6 .0" @18" Oac 77; 6-L7T 06"1 c - — - — - — - — - - - - — - — - - MECHANICAL ELECTRICAL -W .0" cr 15MAO jL-ACE ------- ----- 08 01 2 0 00 C) DENVER, COLORADO x W099 ly 7 0 LO Ix INTERIORDESIGN x WILSON & ASSOCIATES F- 68 66 DALLAS, Ix AA J5(T)xl6 .6 LIFE SAFETY \ ,WO22 7�mc> TN�20oC�c x BCER ENGINEERING INC, Z 24 .0 '(32 ARVADA COLORADO no, IT%" .0 24 .0 46 6-#7(T)x3O .0 x 6- 11�09* ACE 1L::f(T)x L _ # ID J NN X \0 cl� % / 1 1 * UNLESSIDTHE ESE NOTED, ALL BARS SHALL E EQUALLY SPACED x LO 1 #5(T)x32'-O" L . . . . PROJECT NUMBER, 20941 .00 ANDRWCED THIN COLUMN STRIPS AS INDIC TIED.. 23 @12 OOC* of le IF P/T sl b a 309-0"018" 20 IF (T) . i ND (B)" DENOTE TOP AND IV -1 0 .0 edge 1 1 5 / 1 C�i BOTTOM ARS, RESPECTIVELY. > 0 CM-175."ll, cli x CNA ISSUE REVISION DATE .0" .6- #AT)x60 3. UNLES DTHE WISE NOTED, BARS SH/ NTERED ABOUT THE COLUMN. W8x1 0 B.O. DECK EL. x 12/,S5,07 B.O. DEN, EL. 4, PROVIDE 900 TANDARD HOOKS AT DISCON11NJOUS ENDS, AS INDICATED. +21- 3Y4" ABO W14x22 +71 4" P&OVE — 4 LEVEL 4 7,ili 5s BAR I T SEQUENCE: 025 LEVEL 4 E LAT W4- I I a 5 10 + x A. EAST -WEST BOTTOM BARS N,49pr "'t 6 \ SEC4 11i A CN4 1 /l 011 /Z LEVE c X Bs NORT i-SO BOTTOM BARS C. EAST -WES' TOP BARS 3/S5*03 X 'I 'I I 1' 100 min B.O. DECK EL. /co W16x4O W14x22 W1 x2 D. NORT i-SO TOP BARS z z 11 11, W1 1 4 7� 1 1 3 1 1 M I I 1 3 1 W1 4130 7Y +20-3 ABOVE 1 1 :3� t, I, I- -1 11 1 1 1, 1 1- :�,;4 "'�I 1 - r�:'� 1;; =W06 74" 12xl 4 C14 MAIIi I -Y41 r1TO P AND BOTTOM CLEAR CONCR TE COVERS, LEVEL 4 x :0 IF. BwOa DE s +13'-11Y2" ABOVE Bill: 2 B.O. DECK EL. 'z T LO #4x8p-O" @ 6" O,C, 1 ljS5*07 V) LEVEL 4 ACROSS INTERIOR +10-4V4" ABOVE /_W1 11 4 1 � = J I %� r I Z Ii GIRDERS (TYPICAL) X x x x x x x x x LEVEL 4 3r# I 11T L IN cq IN W1422 5i ii Ni �i Ni �i Ni 4 IBRACE W-6 AI b Ku Wlii I I 1 ) 6 W029 U) /90:CM5 , , I I / I '/ I III I� co co co Ill (i 13,1111 1 C*4 IN cq NO 6 x x x x x 6x26 i cio co CAD u3i� W16x26 wo F2x26 W1 Ox1 2 CN 5i I lIFlllll 426 L4 x B.O. DEC < EL 0 FLAT w1ux12 B.O. DECK EL 018 REVISION #7A 11 /02/07 .2 111 SECTION +11 '.6" VE I "I _,` III Z. 4 W12x14 W1 Ii I 1 -1 x x ABOVE LFV L 4 co . el " " I I c C*4 cq A LEVEL 4 x 7 017 REVISION #7 10/19/07 ;E� x 006 DECK W8x1 0 B004 CNJ B4O. DECK EL. C elll // I/ - �I / +13p 'i i W058 CD -11y2" B*Oo DECK EL. 3:: 1 013 REVISION #4 04/ 12/07 +13'711)72" ABO ell ABOVE LEV 1 4 .1 4z 1 +13 LO LEVEL 4 ' AX10 III, / ABOVE LEVEL 4 009 PERMIT SET 11 / 17/06 Y2 - — - — - — - — - - - - — - - — - — - — - — - B.O. DECK EL 8x35 LID 1 x50 (LC LLI /W1 3 E h"" 6XI AZx26 6CC 42 SLAB LOFTS: U 4� W1 80 (1 co x26 (H x40 (HI) 16 W033 W035 x Wl F 0 P NORMAL-WEI( N. \ < 1 4" THICK, 400 Of I x CONCRETE ON 2" i1EEPs 20 GA., m i LEVEL 4 g?rl 6 ' 1� D 3HT cNill IZ-1 m I x x co wi Z Ie 14 r22 W1 Ox1 2 Lu & � t 6/l EPICORE MSR OSITE DECK (6" 5/85,, 011 :z 71 8x1O w8xl TOTAL THICKN SS) B.O. DECK EL C) II /S5004 1 /S5oO4 DECK MUST BE FULLY SH JN L CONCRETE HAS +8P-4)74" ABOVE IX10 A to IF Ai I oll"llk, T IN co �' C*4 QII Ne I I CAD x L ACHIEVED (100% P, fic, LEVEL 4 CID x CID CN 1A X x CD x 6 x 444- Ili 3: 1 Ill 11 1 060 1 X x x x c� 41 �j zz NI 1Ox12 W1 0x1 2 V1 Oxl 6 5v07 2 6A2 � d 4 \ ""7 W1 0x1 (HI) x 7/S5*02 X LO B.O. DECK EL. /0 A k LV L IS6*04 C) W`I 2xl BR;CE L D BY W10x1g (HI) ! IW1Ox12 (HI Ox12 Iii IW1 Oxl 2 H I m . 1 11 - — - — - — - Q�39) OJECr Ze ` I I W1 6X2 (L.01 18 WIZXZ- I e,wlbxzb 1(LO) 7c J16 wol TRUE L ! 1 11 L LEVEL 4 N 112x EN . W12: W032 wo V CMADI PIRWEerf. WV 053 C4 04 =W01 D i C*4 C) OF A B.O. DECK EL. BsOw DE OVE B4O. DECK EL. CK EL 122 28 OVE MIT y - 7MEPa � � +2 -9 AB LEVEL 4 B& DE K EL +2 -9 ABOVE E-1 r"--1= B.O. DECK L. LEVEL 4 B.O. DECK EL iiiii; IF 8.0 DECK ELI LEVEL 4 OVE T7 -0 4" ABOVE +1 11 E B.O. DECK EL +2 a 9 A OVE LEVEL 4 IEVEL 4 LEE L 4 FIFTH FLOOR LEVEL MILD AB VEL 4 —+7-57OT4" ABOVE I LEVEL 4 1 1 1 9 STEEL REINFORCEMNT 13 0-5 14'- 150- 34" 15 9.0 14 .9" 6Y2" 2 15 11.list 12 .10" 22D-5" 2 %" L 1 14' 111 tJ I I 2Y --7 TOP BARS WEST -#5( 3 IV !Ii I oil H 5 A2 14 15 19 20 23 25 27 S2m46ml 50 Drj 0 Icql Wao Off 17 21 23 32 34 41 48 56 39513 29 49 51 lie 0 00 sasooso pv otL ............... )9 c) c I (Z) 508 I do m 7/7 1 N 507 17 M Z - — - — - — - — - — - - - — - — - — - - - - T C FlO-#5(T)xl6l, I T" N!r 0 4 42) 93 ll -#5(T)x32 00 3: 506 o Cl CD 00 C) to CD ftil I UO Lo x co �p- qu to I I I UPI #5(T)xi 40"48,166 L(t3% I I - - — - — - 8-15(TIA 61-0 - - 14 — - — - — - — - — - — - — - — - — - — - — - — - il�I I - I —UC 15-#5(T)x24 I C� CD ml " I I . %Rd- I Nd- 11 1 1 OWNER/DEVELOPER I I 1 1 13 15'-2" 120- 4 A 1 -3)/4 x x el A co 6 3-#7(T)xl D VAlL RESORTS um) 12-#5(1 )x2O 1.0 Lo 04 L C> 11 DEVELOPMENT � l on co ci 1 15- C431) . 0" COMPANY 15-L5(Dx24 C3 R ftl AVON, COLORADO C) r - — - — - — - — - — - — - — - — - — - — F� Tx x20 C.) I I �A W 1=5 6 - A — - — - — - Ull . . . ........... 2 #5(T)xl 2 on c 1/07 (3 71 1 1\99 �z) 1 %4 00 E030 DESIGN ARCHITECT C� C) CD CD DD r I on CD 8 co (D 04 co 04 A 11 - 5(T)x2O ( 28) 1 0 E002 ra — - X X C) C) co Z6. (3 6 1::� 2 I CD w -T- F- c%4 F- cq co Lv x qk tz co r 6. C4 //-2-#5(T) 777 z 7: � x12 9�00 —\-nH 4 40 I CMW7(T)x28 tam L5(D06 1. 0" co — - — - — - - - - — - — - — - y - I -Z::ET 1- 31 #5(T)x22'- O"@lO"O, C, so on C) E031 8 .0 0 1 2- 00 2-#5(T)x I ore? lo 5(T)x2O'- O"@18" 0. 3, 11 x _U -1-L5(T) >00' >7 x8'-O" ST O� 2 ARCHITECT OF RECORD CD 3 "X Lo GLOVER SMITH BODE INC, #5(T)x24'-O"@10"0,C. . 0 C%4 I 177 $.On 15(T)x4 C� X #5(T)x co 7 OKLAHOMA CITY, OKLAHOMA X !7 77 2-#5 T)xl 2 @1 To*= 3-L7( x48 .0" - x It AV Z � saco�) 1. 0" Lo CIVIL ENGINEER 8-t7(nx44 0 c:1 �or 1 11 $- 6" 0 6 ALPINE ENGINEERING, INC. — - — - — - — - -r - — - �� L... . L SW=3r A c%4 F� 46 58 to x8'- O" .0" - — - — - — 6-#5(T)x32 3661 1 mb CD 2 #51 E 3 I 2- #5(T)Xlo,-O" Cl =EO04 =42 0 1 LANDSCAPE ARCHITECT C) X8 0 2-10 MATCH LINE C*4 Iftoo r S E GROUP x x 81-519 T(om I BURLINGTON, VERMONT 6 .-#5(nx38 A 1 =a= 13 lo,-lly4 F(T)42� 8 10 7-L7( A6 co to col L - I I I - - STRUCTURAL ENGINEER 7 #7(T)x24'-O" — I- �— - - CD I r �-2-#5(T)xV- 0 5 T (D 1 r '414 C) "00 -qt HAYNES WHALEY ASSOCIATES, 1CKE>7- #7(T) x24 r O'ca co X ID35 ft I I I INC, I �d- 6" x - — - — - — - r- 5 T xl 8' 1 O"Ooce CN - - — - — - =Wl 4 a /-UR x #5(T)xl4 U Lo ro ELEV. 0. 4 ELEV. 0. 5 C) T 06 a X HOUSTON, TEXAS X co (if) 2-#5(T)xl 2 10i 1=7� A C) MECHANICAL ELECTRICAL A jll(TL51s- O 6 1�s PLUMBING ENGINEER 00 5 ----------- U x r� YN DENVER, COLORADO co 6-#5(T)x38'- ` �M D =Vfl 6 SW-4 L 2. ---%llwl.� l 8s-5" e x 8 �OXa #5 ( ' 1161- ongsno.q. 16 -0 1 INTERIORDESIGN if L 17 7 F ABS CONSULTANTS INC, Z6 0.1 A Ill W- 14 I - -o 11114=#7(l A-TLJII a, 8 )x42'-O Q . . 44((T) It !a .......... ......... .. cq x 00 ....... .... ..... )x20 0" MIRY M34 CD 2-#5(T) 2-#5(T) 00 ' on Cm I r WILSON & ASSOCIATES CD " I � I I I ll -#5(T)xl6 - DALLAS, TX I X8,- O" X8,- O" C) 00 �64— 1 OW— — - — - — - Lo I x x C.5 12 -45(T)x24'- 0" T)xl 2 T 44- �02 C> I & -L7M,08 - — - — - — - LIFE SAFETY L2 1*� ;=M 75LL7(Tx32' 9 -17(T)x36' 0" ARVADA COLORADO co CD 0 X r r 00 Go W 42 c� b 5 CD CD UY 8- #7(T)x 0 c:1 ft C> � l PRO ECT NUMBEKs 20941 ,00 VA LL Do co I cn M E tl- 1/356) . 0" a Q � l , i I ISSUE REVISION DATE 0.0" $.On e. --I BUB #5(T)x20 .0" 0 C 8-#7(nx32 CD C> A co CD 0 T77= b co k&" A � - - - - - - 7/ 7/ 7,7 C3 -#5( T)xlB'. 1! t E025 x 00 1 C5 5-#7(T) r & r. r xM- C:) cno st CD C:l '\355.) 1 co cn FACE OF COLUMN 2-#5(T) UEE 8- 77(T 'x 1..0" " I " I " I I > _to- #7(T)x24 ------- co C) Cl moo xl2'-O" I TYPICAL COLUMN STRI cc - — - — - — — X X Cl X x 2-#5(T) r 7 rr) x Lo 12� p I cr) 12� 0 W120 on x FOR 9Y2" THI P(T)X48 col +c kc - 7 A 2'- I VWfll 21 co 14-L7(Dx24 F1 14-iE(Dx24 P�on rtsgml� L 7-- C> wi Lo z 4- 1349 C) Qxl 2 10" 1 - #7(T) A E=027 r V) Tr - - — - — - - m 01 C) N4 - - - t - - —1- 1 - - — - — - - - — - — - - - I - I x24! 00 co co L rwl - - — - - - -- - #1 - - Vn y:X4 �80OC7 on ll -#5(T)x24'-O 11 -#5(T)x24 - -------------- C14 —11 N=ow 7 T cy) - — - — - — - — - — - — - — - 2 BRACE W-11 I 9. 47(T) C41 9) I v - 7 - — - — - I — -L F CD C) wl co co ft cl� 7 017 REVISION #7 101907 c� #5(T)xl8 -00018"0. 0�% D cq I I I . ..... co FACE OF COLUMN 7 C4 I 1 0 UiD REVISION #6 08/ 10/07 CD CD x Nj.L #5(T)xl8'-O"@l8"( x Lo I cr) col r� acc M c*4 =N:z �� 1 1 \4e— —%%z 013 REVISION #4 04/ 12/07 4 00 Lo < =ftz Lr) #5(T)xl 2 06co 0 on 009 PERMIT SET 11 /17/06 I I�= 4 5-#7(T)xl 6 f7(T)x24 X, - -.-s i�- I F - — - — - — — - N cm m- .0 z 5 # TV2 4 or (416 1 L� - —(pp) RORRD - — - — - — - 30 10- #7(T)xl 9 so' D" ffljP7 1 1 4 QQ TYPI L LUMN Wmir I T #5(T)x32'-O"@24"O.C. W44- FOR ICK SLAB 45(. x2 , 8 #5(T)x36 a 1 018"Osc =WO90 YM94 a #5(T)x3( ' Ov+%k UO 77T/ cy A2 FF on F- 1 4 \1 1 6-#5 x7$. On 10-j5(nx,33 A/ � 2-#5(T)xl 4-#5(T)x7 0" 4-j7( )xl6'-O" �IVJ9/ I LN L 1 11 !#Z(L)x24 A2 �M 4-#AML-O UE FE3 29 2"F` 01' &LAM 2- #5 xl2'-o i�7 PROJECT KEYPUN REINFORCEMENT PLACEMENT NOTES I I I r C) 177 2 p SAvr" !) ult '�. fo ! .o r.� co I I I lo UNLESS OTHERN E NOTED, ALL BARS SHALL BE EQUALLY SPACED on @ ml r I Itl 1 1 #5 Dxlo co 1 #5(T)xl6'-O"@18" O.C. I Lo I c� I I AND PLACED W IN COLUMN STRIPS AS INDICATED, 44- 1 1 - - I I -Ulu* x Ift I f r C) 20 (T) AND "(B) m DENOTE TOP AND BOTTOM BARS, RESPECTIVELY. =WO92 U I 3w UNLESS OTHE.RW $E NOTED, BARS SHALL BE CENTERED ABOUT THE FIFTH FLOOR LEVEL MILD Lo COLUMN. STEEL REINFORCEMNT 40 PROVIDE ()DO STA DARD HOOKS AT DISCONTINUOUS ENDS, AS INDICATED. 4;.0 I I . ...J ' TOP BARS CENTER AC NT 5a BAR PL SEQUENCE: 6- T)x36 on A. EAST-WEtT B ITTOM BARS B. NORTH-S UTF BOTTOM BARS WEDT TOP BARS C. EAST- D. NORTH-SOUl TOP BARS MAINTAIN V4" TOP-� BOTTOM CLEAR CONCRETE COVERS, A2 ADDED GRID LABELS 14 15 19 20 23 25 27 28 38 48 S2m46m2 L J I 1 1 120-4" C) 1 13 1,..... On L 151-2" 1 L -34" 1 -3 11 12 qd 12'-6y4 -1y2" CNI C4 1 x Do on 3-#7(T)xl 3-#7(T)xl6 D 32 1 T) It - Q�� r4uu L L on r"kili. 1 11 3 xl 6 0 It Iii 12-#5(1 )x2O .0 - - - - - - - - ...... ..... 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Os 5 00 @1 2"04C, r I co u 2-#5MX LO C) I 6-#7(T)x' 4- _u .0" 1 LO 0 - - - - - - =lk (T (T)L53 a 7 -17 CID 4 1 u NN 0 M) I NN xr-o" I t C) Ir - I I 1 4 8 TYx44- =ul I E L5 f 00 RRI W-14 I I/ 6-#5(T SW=4 )W=5 LO D ME) ME ) l 4-#5(T) i( )xl �5' -0 X&�,<00 =llh ft 9. 0" 1 80-5" 6 -0.6 �0/ 0"@1 8"O*q� g(T)X16,-Or ELE Oo 7 @1210l 11 #7(l 0 2 x 00 1 1 b 2-#5(T) 2-#5(T) .// 1 .0" # Go - ( I I 010 ll -#5(T)xl6 1 - - - - - - - - - - - - - - - - - 6=mmd X8,- o" x8'-O" TI + % I Alm -#7(T)x38'-O I 3.#7(T)x2g Ott _17 =r X =71- /4j 23 F cj V_ On C.) .......... am I ,," F 6p 6-#7(T)x32 11 F1 12-#5(T)x2 19 -17( flx364- o" C�I 1, I 1 00 00 77 D 1-% 4211_ pw15 -p y " I I Va NOO E071 74 6 6 co 62 00 x C) x 7 ')xlB$. On * 4 5( film ui i 4E D1 . on '00co (3t) b) Ln @18 CD 'r .0" OWNER/DEVELOPER T I mv I j 8-#7(T)x32 (T)x16 C) Fcx a Vq) r " 11 Lc) x C1 &AW t x I co 1, x 'Ll�l x VAIL RESORTS P.0 N 5uT)x18'-:b" ' C5 lFidi �11 I 5-#7(T)x24 OE At lit" im k UEE DEVELOPMENT 1 4 E070 C) ll CD C:) did-si 00 x ELE Ot 11 1 1 4 co I CD FACE OF COLUMN 2-#5(T) 00 C) x12 COMPANY TYPICAL COLUMN STRIP x 2-#5(T) - - - - - - - - la, ill- COLORADO Al a 9-#7(T)x2O X FOR 9Y2" THICK SLAB IM =#= % 0 1 T "N�v . f AVON't 1="' xl2'-O" 400 1 1 1 9 1 5za - - - - - - j/ 0 7 c 9-#7(T)x22 %0 - - - - - - IFF --151 y- - - - - - Ott - - - - - - x24 0. 0" - ----- M 14-#7(ax2 - 0" L - - - - - - - C) 7 . 7 � l 7 16!: lu' - - I - - - - - - - - - - - - Ix - SW4 10 T� IE&474 2:1 - - - - - - - - - - - - I DESIGN ARCHITECT Ct 097 UO CD LO LO r1 - - - - - - --2-- WS(Wx �2 C) 3- #7(T) x15 co 4 40 - ----- 1 1 @18no,C6 - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - ll -#5(T)x24 �u 11 - #5(T)x24a- 0" 00 E084 d, . . . . . ........ Denver, Colorado - - - - - - - - - - - - - - - - ------ --- x C5 C) - - - - - - - - - - - - 21 1= I - - - - - - - - - - - - - at @4f 9) 1 1 1 - - - - - - __20" 0 CD 2 10 E089 =90 ME) x I= 00 J 12� ARCHITECT OF RECOM 00 likNii.li�li` cy r .... F5 I r"did'i 1 1 2 Lu I FACE OF COLUMN #5(T)x24'-O"@18"0,C. 04 " 1 mill 1. 0"Im 2 GLOVER SMITH BODE, INC, x #5(T)xl 8 V co p -1 I V C) 2 8"Os ft Oil OKLAHOMA CITY, OKLAHOMA li� 00 C*4 10 00 co - - - - - - 0.0"m .0"@1 X cj #5(T)xl 8 "0& x C3 dillill'i'. I I 00 CIVIL ENGINEER LO 00 ALPINE ENGINEERING, INC, LO P) Min 16-4-#7(T)x3O'-O - - - - - - VAIL, COLORADO - (TF �-#7 x241-::T .0" i i %.621.JJ I - - - -_ --- - iiiiipliiiiiiiiiiiiiiiiiiiiiiiiplildi� -- - - - - @mm 1 �0 5-17(T)xl6 L 1 4- �(T)x`16R-Oa` u a Je LO I - - - - - - LANDSCAPE ARCHITECT 1 1 5 #1 WT2 TYPICAL C I STRIP D" 10-#7l qk� I I I _ ; 16 r 2 00 S E GROUP rl (4 1 BURLINGTON VERMONT 0 1 1 FOR 13" 101-8" PO 0 Id I RAL ENGINEER 0 #5(T)x32'-O"@24"0*Co dill LL STRUCTU I n I I #5(T)x2jV-0 C. HAYNES WHALEY ASSOCIATES 1 1 1 4 .4 a 1.0" 8-#5(T)x3 INC, #5(T)x3f '\- O 7 1 p 1 110 Aliill�im HOUSTON TEXAS 6 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - a Nil $. cin A /7\ `;:�4 1 MECHANICAL ELECTRICAL ........... C) i], - - - - - - - - - 10- #5( x33 4- #5(T)x7' Ott - - - - - - - - - -7C 2-#5(T)xl 2 0 6-#5(T K7'-O E�z I I E103 Cot 106 LL C) E108 1=� It ss DENVER, COLORADO E;� E111 #5(T)i12'. 0_ I cq INTERIORDESIGN 12- x #5 T xl2'- @1 �wua C* WILSON & ASSOCIATES Fli- DALLAS, TX a.0" @ I #5(ar)x1O ul 0- #7(T)x24'- O" -----A LIFE SAFETY BCER ENGINEERING INC, U 11 UUU 7 G ARVADA, COLORADO LO a u!") I - - - - - - - BWE E--T - $.On E121 1. 0st )l' UL1.7) 4 li9l I PROJECT NUMBER, 20941 ,00 CD ISSUE REVISION DATE x #5(T)x24sllllll0"@1 81"O.C. C) CD Ned- V* r x CD co � I L5 LQ CNI r all, 00 1 LO 3-#5(T) MILD REINFORCEMENT PLACEMENT NOTES LO I I 12 - 0" 8_ EML4L- O" -1 Lrj o UNLESS OTHERWISE NOTED, ALL BAR SH LL BE EQUALLY SPACED El r ..L.J r UZZ AND PLACED WITHIN COLUMN STRIPS AS ;NDICATED. -NNI, 2- # 20 (T) AND "(B)" DENOTE TC OM BARS, RESPECTIVELY. x4' E 7 3, UNLESS OTHERWISE NOTED, BARS S ALL BE CENTERED ABOUT THE 3- (T)x50'-TO A2 $.on 8 qm,�z L I I COLUMN. 4. PROVIDE 900 STANDARD HOOKS AT ISCONTINUOUS ENDS, AS INDICATED. #5(T)x18,_Oa`@18"O.C. r L5(j)x26'- O"@10"O. Q0 5o BAR PLACEMENT SEQUE1 I li� S 0* 4 c CD� I !_1 - I NN E-9 CN A. EAST-WEST BOTTOM BARS Ea. - b" ok B. NORTH-SOUTH BOTTO va I T C - - - - - - - M BARS �. 7. ...... A 1, D. NORTH-SOUTH TOP BARS 5-#7 T x20 0 9t#7(T)x5O 1.0" SW=7 MAINTAIN %Y4" TOP AND BOTTOM CLE R JONCRETE COVERS. WEST TOP BARS C. EAST 7 all r 7(T)x24a- O" 8-f7(T)x26 018 REVISION #7A 11 /02/07 I - j - - - - - - %.� k A - - - - - - - - - - - #5(T)xl 6'llill:0 7 017 REVISION #7 10/19/07 7 co 7 1 IN L3 TIM 0 6�c 013 REVISION #4 04/12/07 C5 CD E138 009 PERMITSET 11 / 17/06 cm 4 X C) El 39 10 c) CN x 00 !J_ AC E-12X al `-T-#7M_`W x 1A Qqlm Ill I All MUM c� - - - - - - - - - - - - -U��I _ co CD 7 #7(T) X10 I =15:3 a 2 c t.0 JT)x26 CD #7 4 10-17(T)x3 Go iROJECr r ? �, W65xi TRUE 170 ; 7 E165 N PNOJECT KEYP k $.cin 5-j7(Tj)x60 b BRACE E-11 ra 0 iil (' o [ M 10 7 T) E W.0.0i U�01 I \.11�00 u I I E164 7 uml LLJ I Z: up) FIFTH FLOOR LEVEL MILD all Nil 9.8 0 1 STEEL REINFORCEMNT 1 16 11 , 5V L 8 7Y\4 13 161iiiiii3m 127-1 op/6" I I I - 6 7%" TOP BARS EAST 4/ // 1�21 F- LTI CO X Z I I Ill- dL0 X R pip uo U . ar\(T VAP- n 7 S2m46m3 28 36 3D 42 50 61 62 61 61 ' 2 '-2" 3951 a wo r loe- �ci S L 4'-1 " r 2 0® L MATCH LINE AA Z2..\ O� 9/S5.0 ' s 205 - - - - 7 11 °-0" 1 °- " 1 '-11y" 1 ' " '- 5 "® B.O. DECK EL r FLAT 6x50 I I Jr SECTION = +11 - ' O 7 SEED AIL 1 5. t C ) 47 ss ' FOR ROOF O - - , - - - - - - - - - 422 FRAMES. CO R x f ;r 33 4s vn5s co SIZE AND LO O I I 0. . . I I I I I f C . o f I I 4x22 _ 5K . 6 PC 1A 1 10 R LEVEL 119INTH 9100 1 jS .07 I 5o so 12X30 s' 70 5.01 ® �, ,� 35 of 2/ .07 is s4 I x �., 11 1 /S . 1 jS. I I R , ' / 5 7 , / .O I T 4- ® _ -I 4x2 n , I k e- =75)4 . 1 55.03 + I 14 FIN , L. 1 ! 1 ¢ 3s 2x14 s' / / I . oC. '� " 4x30 " /S ,O I � 2 i 2 ; I L0 2. T C L E S Y. �, 2 2x14 `° ! THICK, ! L LO 's r r_ n a x I I u-i 2 )EEP G . EPIC + SHEET SO. 01 L r I " x , �+ 1 THICK, PSI ' L T E. SHEETS 1 m T C DETAILS E 2" , 22 G . I , F.F. L a 1 - I ACROSS INTERIOR Co3s I ' n 5. e SHEET F T L IL COMPOSITE (6" TOTAL ICK ESS)a (+119-0" A L SLAB) 1 /S5. 7 GIRDERS ( I L} I 1P I DECK ( - TOTAL SHEET .0 F CAST i PLACE L SCHEDULES DECK UST SHORED. IN 1 f 55. 7 14x26 12 _ _ ( I % )> DECK T BE 0 �. 2x14 I _Y SHORED. I I u 7. B SHEET SERIES S7. FOR L PUNCHING EI . SCHEDULE ACCORDANCE MANUFACTURER'S I s7 52 5s - 76 I OR A CE " INSTRUCTIONS, ! CAN BE 0 D ¢- 2/ 5.O7 I r . : SHEET SERIES 1 O H ALE SCHEDULES IUFA RER E CONCRETE HAS ACHIEVED 75% OF fc: I I I 1 I 9. E. SHEET SERIES S9.01 FO GIRDER E SCHEDULES , FOR AREAS NOT USED CONSTRUCTION RUCTIONS, E SHORING 1 /S5.07 ' I E REMOVED MATERIAL STAGING AREA. 4x26 v I { I CR HAS ACHIE D 759 - - - - - - - 20 I f c. FOR AREAS NOT USED 'o ^ - I '-11 4'-77 117'- 0 UCTIN IL 7 am ® vn4' ( LING AREA. \ z' - - - 42 4 2 _ - - - �' - - r® n 6 -Oa ee , " ® " r a r � r n I 1 j 10 -1 O 1 -9 . 1 -10 1 -5r 9 °�4 , ' - - - - - - - (M> {1.0 55 65 I ' 4 2fS1 I Vfl r` I _� _ 04 a I I OWNER/DEVELOPER - - - - ® - ;41 c s - - RESORTS 1 / 5. 7 ° 07 i2 14x30 2 24 , r - - - 1 7 OSS INTERIOR 6 I a ' N VAIL 0 70 DEVELOPMENT /S5. 7 79 ; I GI E S (TYPICAL) 5/ .07 = I 3'-4y� COMPANY 04 .07 __ ! _ 2 i / ' s „ I AVON; COLORADO t I �, ' I _LO Lj - ' E P - - C ' - - j 1 I I DESIGN ARCHITECT - - - - - - - - L 4x3 " / . 7 � � . - I71 76 - - s - - 3 - - s I ® � - 1_5a I 2 I I � #48'-On @ 6" OtCo I I ek I 7 ACROSS 1 4 40 INTERIOR 1 / . 7 14x2 4x3 _me (TYPICAL) - - _ - �, S , `_1®, "do ffi 415` x Tdr, 2 I w ver, Colorado S5; 7 �. La it eJ a 04 4x26 ; ; m N ARCHITECT OF CO 4x30 r 6x40 ' GLOVER SMITH BODE, INC. OKLAHOMA CITY, OKLAHOMA / / ® t �r 5 LO 8x10 N I 27 31 r_ " C ENGII�TE o I s,� N /S5A7 6y ALP ENGINEERING, INC. x14 x VAIL, COLORADO f I ,°� �' I I I LANDSCAPE ARCHITECT - - - - - 14x3 s2 iI I 7r-4" 914" 1 S E GROUP - - ° - 2x14 _ ( I ( r U NGTON, / 74 78 82 10x1 I VERMONT N I ` STRUCTURAL ENGINEER _ 0x12 2x14 `� I I I HA S Y ASSOCIA S, B.O. (DECK EL FLAT - - - I I - - - - INC, SEC O = +10'- " 14x3 ACE I HOUSTON, TEXAS 0 L 5 s4 t7 1 I x x 2x14 _ i.; re C ELECTRICAL 0X12 cn I PLUMBING GI Lc) Ln I ( `� `<, I I ABS CONSULTANTS INC. ' , 1 "� DENVER, COLORADO / 2x14 CSI 4/ 5, 1 r:. I 7s ACE OT. I I I OR ESIGN x12 FLANGE � p " ON 8c ASSOCIATES I° I I '°O" O.C. i I -4 S, TX / 1 14x2 2x14 ACE - - - - - - I SAFETY 0 15 s I BCE ENGINEERING INC. C) Vt4X26 2 � 1Ox1 4x22 24 s _ _ 79 Q. DECK L = 12x14 HI I DECK L. = I PROD N R 20941.Q0 ' I �s �r I +2 -7 ABOVE +1 -1 A I �. - 20 LEVEL X cv l 1 LEVEL 5 I N 4/S5,02 0x12 14x22 _ ISSUE VISION DATE 3/55.03 ; o BROKEN 2x22 25 ( ° o _, X 0x12 4x22 ', Co o 2x14 Cp eq I 5 � - - - - - - r- - - - Ox12 - _ '-7 2x14 B.O. DECK EL = 4x22 = ° 1 +2'-7" ABOVE �o B.O. D CK EL : '® a T i i N , 2x14 d. max„ I LEVEL 5 _ - SEC110 - +1 0 , X ; ® B.O. DECK EL _ O L 5 x10 I N N _ �O +3 -3 2 BO 4x22 2x14 HI r LEVEL 5 T.O.V. REVISION UPBA'TE . 1 ®/05/09 = _ ' 3 e' / - I I A P #60A 03/ 17/09 B.O. DECK B.O. DECK x10 / '/' Semmes, M +2 - Q 1 e +2 -8 A N , 1 . l I ASI 48 08/29/08 cn cn 2 ' i ' ' i` 1 r' r�LEVEL 57- 5 L x f c / / :r , 1 /S5. 1 - - - - co :0/ CK/E - - - - - - 2 7 ,r`�0 ;. ' ! r x10 ,�1 A �" 1Or �` , M 1 1 I #041 06/30/08 ' ` 4 ' S� x �+ �. B 0 K!E ACE OT. / "' RANGE @ ' ' , / f 1 ASI 28. 1 06/02/08 4r I '-0" O.C. I �° F f g � A t x10 7 I `f. x - / r' #330 01/14/08 qt qd- w4t lit.0.- DECK L = x ac x x x I n• x o x f% cy cv cv cv 1 c.i cs� .� _ _ + -9 ABOVE. ( ,/ i� N i i :- - 7 017 REVISION 10/19/07 4 LEVEL '` t5 ' x2 % / 8,0� DECK/ EL -` ` ,f ° I 015 VISION 6 08/10/07 ° / .` �° + / /+1 Ate, ` . B.O. ECK EL = �! Lsi 2 _ - /� f / '' , +3 - ABOVE 013 VISION 4 04/12/07 R E 4x2 6x2 x40 Lt / . f 4x22 r ' 2 0 w " " I ' ' EN 1 `� / r`, ;, ,� I� 5 ® 009 PERMIT SET 11 /17/06 1 S5. 1 ' r F ; / tr X - - - 1 / ¢ ` / ' /f / B 0' , E I�Et„ x / G J / zs�' / / f 3 d° ,/" / / Be(). DECK EL-= B.O. DECK EL = , y�°`,' /' ' 0 ,j / 3 0 '/+fit""7' 0 ' �' / Ox 1.4 ;' / ` x / f: +4 - ABOVE I + -9 4 AO f , ' f` ! A %A LE ' , L 5 moo, 8x10 x1 ° r r ';:34 N r _ ABO/ LE L 5 , : ` gyp,, f � LEVEL r 1 �, f' ;, 1 x x x �, J' / , '� I ryy / {/ K � � H: r -> V xr a r- n , / N ♦°� f f� . e /f Vryf p�( 7 LO cv x Sh° E D / `? / 1 7 S5.02 Femme � 0x12 0x12 1 S5'0 10' x,1 P STS 0 ` B.O. DE EL. _ x HI ' 2x1_ I ABO x i L - 3 S5.02 r! x ao _ / / ; ti / f / L 5 _ 6x26 2x rf� p+ r B.O. DEC _EL x26 / /I / 0x12 0x12 , 4s, x , j / � + -4Y" AO - / y si x . i _ :3 , 2 1 t! / WT6 /. �` ( LE , 4 10 ° BROKEN 12x30 I d �r - , ' s� -,�'_ --I- - - - " " DENOTES BEAM END Sao i / o' ` / > / _ _ .- 50 / / 1 52 !/ CONNECTION SHOULD BE DESIGNED I ® _ . . DECK EL = o _ / � i'1' f /� 5,�• TO TRANS 20 KIP AXIAL r 7 N -4 - - - - - - - - - /_� / -h if/ f I Noxut I cy) rnve B.O. DECK EL = I °n , _ o O 1 LOAD ACROSS THE CONNECTION N�� - - - 8.10. DECK EL = ? ' +1 , -10 AO v, I ; LEVEL-0 5 ABOVE 3®_4" ` °- B.O. DEC E LE L 54 PROJECT KEYPIJAN " I +T-3 2 O I EDGE OF DECK Be DECK EL = , M +11 -10 a 3 -4 8.0. DECK EL = L VEL 5 , w DIMENSIONS ADDED +1 0 2 ABOVE 1 ®1 AO ®1L 5 P +3 -3 2 AO Be . DECK EL _ LEVEL 5 a " I LE L 5 -�- - ABOVE 1 - 14 - y 11 -5y 15 -11 12 -10 L 22 -5 ( FL LE FRAMING WEST V1 F u , °$ 1 VA � ° � � C% a 32 34 N 2c L 29 nos 13 240-2" 10-4" 26 0.1 On r�.19-0" 12'—Oyim I 1 '_1 1 Y2 V 20 9�1 " 8 9.11 " �19'0h WGSQ.Q� 4 pe�' '!�z - I i L G SIXTH FLOOR LEVEL FRAMING PLAN CENTER N40 10 9Y2 27 OY2 13 9y2" 11 OY2"1 SCALEO Y8". l '- O" '10P ui\ I 100b PLAN NOTESe .51 lo FIN . FLOOR EL. 8188p /2" cp we 100� 2* TOP OF CONCRETE ELEVATIONS ARE SHOWN BY* T,O, C,± X'- Y" 4 4 00le (go bc 7 cp 3. RE: SHEET S2. 51 FOR REMAINDER OF PLAN NOTES -01-5" 4 7 0 9y2" S AB bc a c) IT A (950 (LO 7) \ � oe 1 /6\ m U0 LO Lu u SAIM4, m % � - I Ll - - - - I - - - - - - - - - - - - - - - - - - - — — — — — — ___'Aofm� LE=C.=2 - - ---------- — - — - — - — - — - — - — - — - — - 71iii57 UA IN 1=4 a 1 CO23 co 44 C' E D3 Qii5 " I Z 1 ( 5 6) 6 1 D I LO Fm= L . . . . I. 0007 1 Pee: IOI.Co ELa 8207'-7 Y�" ee a .0"em"'e. 1: s 7 6=mmd LO C/ L6 A6 `T_ 1143 ee -- - — — — — — — — — — — — — — — — — — — — — — - - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — NA — — — — — — — — — — — — 2SEVEMTH FLOOR LEVEL FRANIVZO PLA CEMTER 2" 9.0" P. 00 SCALE: Ab"4- 0" 1 13 150-2" 12�-4" 1 34" 15 it Ise =029 C 30 co 21 1 me I I I D OWNER/DEVELOPER C) Lfi Ali L6 01I 3J1 VAIL RESORTS 'e4 111IJ 1%, DEVELOPMENT 1 /S5,07 I �. I aw - — - — - — - — - — - — - — - — - — - — - — - — - — - - — - — - — - - - - - — - — — - — - — - W1 Ox1 2 Wl Ox COMPANY - - - — - — - — - — - =C019 - — - — — - AVON, COLORADO C032 33 1 c a 2/S5,07 ead- rpm7 mwm� -_ v_ — — -t - - — — — — — — — — — — - ........ ...... .... iR:: W1 0x1 2 E030 Wl Ox 5/S5,07 I I I C14 ED C*4 x Lu 2 8 cq 114- 5/S5eO7 04 DESIGN ARCHITECT E002 r qd- ,30-4" --7.P - - ee m CD 0 10 A CD - - - I. — - — - — /S51-ff Lu re"e, 2/S5eW I I 1 0 0 W1 430 1 1 Z6 I w LO I — — — — — — 31 ll;im""DnElm LO m m !a4? 2 4 40 ro 7 1 1 1 1 1 1 11 ll � CD UO CD b E01 4 E022 W1Ox12 N1 Oxl 2 LO /S51,03 r�k 1 < I co 1 /S5o07 I c 10 5y2" I Denver, Colorado A : r. 3 W1 614 36 W4* lee ST Ds 2 z 0.8" 4 21 1 10/S4 , 04 +4 40 X x c%j 3/S5,03 04 04 ARCHITECT OF RECORD X x W1 2A 4 00 GLOVER SMITH BODE, INC, OKLAHOMA CITY, OKLAHOMA W1 4x26 04 SW=3 Ad nm he 04 x c� 4qd- 1 4 144- CER) 7/S5o03 I CIVIL ENGINEER tl.p A 5/S507 !.Do 4z L0 W � W12x14 17v-5" 3#-4" e.. ALPINE ENGINEERING, INC, C=� 04 E032 6 E004 VAIL COLORADO MATCH LINE AwvA 9/S5.03 CD I UD ammo com w2mus ammom em,,0 mmmwm� me, t 41 p 4 1 A4 04 7 cc.0 E) CN owoeeee CD CD LANDSCAPE ARCHITECT 00 co "e, "un .09 0.8" B.O. DECK EL @ FLAT 50 x x e. 11 13 10'-11Y4" 1p:JON" 9fI4%" I 3g: "d- S E GROUP C=) SECTION +119- 6" SEE DE71E --5/S5, 07 F R 74 ABOVE LEVE . 5 ROOF OPNG. F AMES. W1 2x1 9 W1 2x1 9 W1 2x PO W1 2x1 9 COORD- SIZE ND max Ifl 2A 9 P035 qq- I I (ME) Cl .= I � — — — UPI y 11 C%% A - -8 1 A4 8/S4oO4 STRUCTURAL ENGINEER OCATION W ECHO 4� i CN x 22 L 06 A4 cm�Tl lee U-) c HAYNES WHALEY ASSOCIATES, I ELEV. 0. 4 X ELEV. 01 5 00 12//S�5* 7 INC, HOUSTON, TEXAS 0035 2x1 4 W1 2x1 4 W1 2x1 4 W12x 4 W1 422 iTT DO A f%[7 Ut 4 A ...... . . ...... . E006 017 36 X A & A � /eee� — — — — — — — X30 1 /S5.07 Qdu F6 al) � 4/ 35,01 I Ld PLUMBING ENGINEER SW=5 C) A I %!� e (5000 PSI) C.) ABS CONSULTANTS INC. 9V2" THICK uj Ir. gg!!f� DOI W12x14 DENVER, COLORADO x 1 C<ro �0 04 co W16x26 CONCRETE SLAB ZA6 e.4 I m CD 2/S5*07 CAD � 1 Im C4 1 /S5*07 to 1 /S5,07 ;E 6G - 11 - X INTERIORDESIGN 04 r a=" E T -40 WILSON & ASSOCIATES f 5/S5a07 7/S5tO3 A I a 1 \ I E007 E01 0 - — - — - — _ - x14— - W12*w - - — - — - ---es DALLAS, TX LLJ Z±.\ — - — - — - — - — - — - 5 7 -TO' LIFE SAFETY F —+Wl4x26 u') W139 12x14 '!!�' 4/S5.01 9/S5.03 14- - W8 m BCER ENGINEERING INC, \42z 2/S5607 231 C> LO ARVADA, COLORADO 6 An A4 in U) EQ 6 LN Wl 0: 12 Z6 Tj4x8'-O" @ 6" 0 z L #4x8'- O" @ 6" 06ce ect 2 W12 F.F. EL. 8188 Of 9-5y2" ACROSS INTERIOR 5i 11 ACROSS INTERIOR -0" ABOVE LEVEL 5 SLAB le� AL) mgnth� I PROJECT NUMBER, 20941 ,00 (+11 ' 1 LO m ,L-WEIGHT 1 /S5*07 GIRDERS (TYPI GIRDERS (TYNIC-AL) GAa I 1 /S5aO7 I W12x14 I 8/S5e07 010 1 Vfl 426 W12 0 f ECK (6 co to 5/S5oO7 ch, ISSUE REVISION DATE x LO MUST BE 5�O7 C%4 :RETE HAS n b x 1 /S5*07 W1426 LLI 04 (if 0 m 2 40-0" 49-.8" 17f-4" e. J0 171- 4" 1 1, 4'-8" 49- w8x1 0 20 1� rr�) e 40 90 04 1 40 wl W1211 v W14 2-6 - — - — - — - — - cn 2 A 6 6 62 c� E01 019 (�Wl�21 T ....................... 40 do re%, 4 - — - — - — - uv) — 0112 HT 818E I wi F.F. EL UO +11 '- 0" ABOVL 2/S4a01 20 C) =EO27 3E 10 wim 1 444- W10 :12 I x 1p — 0 — - — - — - Ne % p As 0, - — - — - — - — - — - — - — - — - — - — - - T�ep_ — - — - - - - -3:— -, — - — — - — i Will _ L� i r C) C�) %%, reek, C) C) C) I act LO Lci L6 CD wommm, ammom mummm, come vmm� ammus Goose cummmumm rp W-11 1141 1 3" 2*I-2y2" % Y CEO a) W1 422 F 2" Wl 7 W14x3O wl �T At 2/S4,01 E08 9 018 REVISION #7A 11 /02/07 00 #4x8'-O" 0 6 06C.. INTERIOR n6 co L. . . . . . . 2 Gel T I 2/S5901, 7 017 REVISION #7 10/ 19/07 0 o4 LGICRDESRSS (TYPICAL) 5/S5aO7 CD C) 6'-0" 1, 1.0 L3'-9y2" L* L,, 30-2V LIP 4 0�0" 1 6 X 10 I Lo 41 co 1 1 /S5mO7 &015 REVISION #6 08/ 10/07 r4eb r �cq co co BIR ICE .1 c� 04 U BIR E C�j t �__ _1 — L. % 014 REVISION #5 05/04/07 . . . . . . . . . . . . . I.i An vi 601) t C005 x < qq- 013 REVISION #4 04/ 12/07 F_ =7 W1 422 M cl - - — - — - — - — - — - rt-i rc 0, IBRO 22 ME> 009 PERMIT SET 11 / 17/06 ............... re%e 5" 10/S5*07 D — - — - — - [Ie*-- #4x8'0" 6" OwCo 7 ACROSS INTERIOR W1426 W14x30 ee GIRDERS (IYPICAL) V I - a I JfAl 1 (�A x r 415 �41 a LO An 11 /S5*07 C) reel, W126 D4 Ali co -j— — - — - — - — - — - — - U.) r C/) -0*- 5" eeeft%e, LIJ 0% U PS5mO7 Co 5/S5a07 r P 6 LO Ali\ 1 3:: ft� m ee Ali III— - — - — - — - — - — - -I=BRAO ;Nu W1 2x22 wlo� 12 W16x4O , rx o— p - - -1 , rw��R� 7 r r m-m-N W1 442 Le L,, LU Lj 7 C, %1-�wf U:�wu — - — - — - 4 CE % D W1 4267m�r - —1 — I z S ee� CD A PROJEa 3 UP) mild- NORTH e_6" Lf) LO TRuE F 5/S5a07 0�1 " I I I NORTH 6" 0 �7 1 x PO Lu PROJECT KEYPL N 110 to C.) 1 /S5w07 00 A4 W " ULI It C'c ,loimdo PO I m v x 1 7 9.4" 9 e 11 ion 341-2" 11 .1 on 11 0.4" 311-7" q4- toP L L Bx: I m k k 1,0 LO cw]z W14122 SIXTH AND SEVENTH FLOOR LEVEL FRAMING PLAN �100 V�2'p 21 -2 to 28 Lo .0 CENTER wk A4 3 38 40 S2m52 i 1 - " 3'-0" 15'-2" 12'- " 1 '- y" 15'-2" 12'-6Y" 13'-0" 11 '-1 " 12'-1 1 ° 1 ST IM fSIXTH FLOO LEVEL FRAMING PLAN E JER D I I I a_ r r 6 I ` ® I I I ® 18%; o I o o o cALE: 1 -o _ "% ® i I 430 431 - \ - - - - - %eeoo �®S5.07 ( 4 L OTES: 2 - - - I 0x12 I 0x12 I • 5 MIME) 4=1 M - 1 . FLOOR EL. 1 '- " I _ _ / x I 2 I B 9 S5.07 ° - - - - _ _ I - ® ® c., 1 T. O.C.f -Y° I r 0x12 I 0x12 E-2 r �� 5 55.07 I 2. TOP OF CONCRETE ELEVl1 E SH Y: I pL � , / r I It ® x I N N W I 3. HEET 52. 51 FOR I DER PLAN NOTES ® 8 ' i �' I ° c I ft _ " /S5.07 ' 5/S5.07 1 I I I %- ® - - ,� -� - 7 - ', - m 4x30 " 2/S54. I \ 6 2 I I i 0 0 - _ I I ° In u� ud I o, \ m I Z7 I ® I I 4 0x12 0x12 0x12 0 2x14 1 0 077 ° ftl ml N 1 /SS.O N 5" 1 I x 5 0 6 n 6x36 I T I 2x16 x14 I 3 4 ° , " _ _ - E E E 2 E 6 2X1 E78 I 10/5 .04 - 1 - I 0 x cv I " N cv I 2x14 I " I 4x2 �, - x CD Lu = 4 I c.) d acc C14 YJ12x14 _ - - #4x8'-0" 6" 0. i I 1 T-5" °-4" I I / 0 , 6 E023 E032 OSS I 10 7 4 - ° ( DES IC L 2x1 1 2x16 I 2x$ 4 MERV 7 1 I I 1 ® yam E01 9 i DECK L T x5 " I 4 c., I a _ x x x SECTION = +11p-6" 4 .. - IL V 5. " I ° ° I I I `, 1 5. 7 ABOVE LEVEL 5 ROOF Z/10ORD. SIZE AND G. !I'V12" _ ' 2x19 2x1 2x1 2x14 4x30 X22 LOCATION EH. I 4 4 /54.04 I t2 5 X19 E016 E 5 E E 1 x I x I 71 ELEV.. 0. � V. O. I I ® 6 d I I I c" x10 I a `n 1 / 4.04 V. 0. 6 o I r . 12 7 I 6 9/S .07 1 ° I I I 4x22 _ 5 I 2x14 2x14 2x14 2x14 _ 8x10 2x16 72x16 2x MIR_ cv 017 ® E029 2X14 ® ® E 5o vt x30 st _ 70 4 5.01 I ® ,® w W I I �W ® 9/S5.07 / r II x x x x I qd_ I 6x26 6 ho I (5000 PSI) 6 I 4 I I I ` I 3 l CON ETE ` _ I rn 2x14 ' ( I m cc - x Eo 2 � I ri t m N 018 E024 x _ 1 ° x x I _ I d cv cr I c r N 1 /S5.07 N qqm ° I I 7 O10 ' 4 \ N r - - r _, � 2-x1 - - - - 4 I I I x 4x26 1 N 4/S5. 1 I ! - - - - I i - I -I 5.07 N - - UJI I 012 i ;423 I ®42 l ® I I 8/S5.o7 Ax 4x2 0x12 I I Sri m - " ° O.C. N s2 c 6 ar 2 2x14 I ® " " N I m X 8 x CD EOlt E074 E t SS INTERIOR 2 � I I r °- x ' 0" 6" 0. . - �- _ 0x12 1 ( I L} I I ' to P I I tt ACROSS E INTERIOR I E 9 v cc 2 p 2x14 - - - - /55.07 I I x \ " VIVO` cV " O ER/DEVELOPER 52 53 s3 I I I 5/55.07 CID I x x 1 /55.07 i cc 1 I N I pn r 1 /55.07 I I I i I x VAIL RESORTS M 4x22 4x22 r _ I I ol0 2/S5 07 DEVELOPMENT " 04 COMPANY - " 4°- " #'- " 17'-4" 1 T-4" I 4'- " '- x1 I E082 e. I I /55.07 r E07 E AVON, COLORADO 40 40 _ _ 1 4x22 2x14 I J I 2 E0 7 E051 �/ - - - - - - I - - - L F - t I I I I _ 0 1 s F.F. L. 1 '- y" � 4" THICK, PSI L-WEIGHT wr DESIGN ARCHITECT 4 +11 - L x x C , 22 GA. 4. 1 I IO S COMPOSITE " ° f ( 0 E027 ( } - 1 X x r . T T IC S). UST BE HOE UNTIL HAS 2 4x22 4x22 A I fie.- - I I I I I I o ,r; � I ®41 ) oo I 6 3 " 7 22; r 4x22 " 2x19 k- #4x8p- -Ow " O.C. O " 2x22 E _ \ Denver, Colorado 71 " 2/S .01 - - - - - 1 GIRDERS INTERIOR R ) I -1 I I 1 ARCHITECT OF RECORD 4 I r a 2/S5.0 r N I I r r 11 /S5,07 GLOVER SMITH BODE INC. DENOTES EA END ° ® 3 - 4 -0 t6 -0 ® 6 - -9 -4 `O CONNECTION SHOULD BE DESIGNED I# r �' :� OKLAHOMA CITY, OKLAHOMA e. N " I io m " N N TO TRANSFER A 20 KIP AXIAL 1 /S5.07 - - - - - CIVIL ENGINEER I co cc •- LOAD AC THE CONNECTION. �` ALPINE ENGINEERING INC. AL E C-1 ® ® ® ® ® ® B CE -1 LO I- ,r; I I 10/S5.07 1 \ - =C�EO:1:1: I 0x12 1 OE x22 VAIL, COLD O �10111111110 re 3) o - - - 4x22 2x19 4x22 2x16 416 I ° I BRO 22 E096 E s 1 I i 1 LANDSCAPE ARCHITECT - '- " 417 10/S5.07 S E GROUP - - - - - - - - - - x8'-0" - ° O.C. - - - - _ - - - - o \ - _ _ BURLINGTON, VERMONT 7 ACRD I IO �,I "LO I X415 I 14 ) �, r r GIRDERS ( ICAL) 4714 w STRUCTURAL ENGINEER ° ` w -a° 11 /S5.07 ° ° I I 1 /S5.0 in \ HAYNES Y ASSOCIATES, I ih i d d INC. ° I - '- " N - - - - - - - - HOUSTON, TEXAS Ic IF I /S5. 7 I N 7 \ ` 4x22 " 2x16 - - - \ MECHANICAL ELECTRICAL ft" � E103 1 Et E1 PLUMBING ENGINEER B 2x22 12 I I - - • �.. ABS CONSULTANTS INC. I o t 4 2 Ett 4x19 ( M E111 I " ° DENVER, COLO O - vo " I I INTERIOR DESIGN Ln I I ° ON c4c ASSOCIATES ' I I - - 2 DALLAS, Ix ft w UO " I 4 I I < / I " BCE ENGINEERING INC,LIFE SAFETY 7 -4 4 11 -1 34!- 2" 11 -1 11 -4 3 -7 I X22 2x1 I LO I •�, V A, COLORADO I 11 In W14 BRACE F-7 mi - - t ® - t i 2 E PROJECT NUMBER, 20941 .00 can I � x I r :_' 11 /55.07 ISSUE REVISION DATE N o o 4 I I T r " 1 10/S5.07 I 5/S5.07 4x22 I 2: 19 IOKE x22 I I I Ei28 t29 0 o in CD LO /S5.07 " AVON I I I 1 X I I I RACE - i /S5.0 It % - - - I E1 I El I I Al ASI #22 03/ 10/08 I LO I I ' ® I I 018 VISION #7A 11 /02/07 w I 7 017 REVISION #7 10/ 19/07 co I r I I tiff i 015 REVISION #6 08/ 10/07 013 REVISION #4 04/ 12/07 VE t 009 PERMIT SET 11 / 17/06 Et39 I I I ) I Old- BRACE E-12 'n E140 Et41 E142 43 144 E168 ° 1 r I I / E153 166 I Do I I / E147 Et48 E149 E 550 E151 E1 m I I El 70 1 1 Noatx I E165 KEYPLAN 3 - I )ECK EL. ' _ _ _BRACE E-11 PROJECT VE 5 ® I ® E1 Et71 156 Et57 Et E159 E160 E162 _ a . .w 0. ECK EL. = 1 I I - - - - x BY ! E ABOVE / ( I I 163 E164 5 mmmaj \ I SIX FLOG LEVEL N I I I I L 1 °-7y" 13'-1 " -4 16'-3" 12'-10 ° 1 '- 11 '-5 " '-7 " e. _ EAST a 2'-2" 2 '-40 0 I w r r 32 - 21 -10 DENOTES BEAM END CONNECTION SHOULD BE DESIGNED I TO TRANSFER A 20 KIP AXIAL 1 2 3 42 LO ACROSS THE CONNECTION. (3 I 13 1.0" 11 c* 4— 11 13 151-2" 12 34" 15#-2" 29- 6Y4" 12 Y2 MI 1 =029 ) 30 ISIXTH FLOOq LEVEL FRAMING PLAN E# ST CD SCALE* A". u') LO LO L8 U) LO 4- 0" u0i I I I % C) wq_ C) L C) L Imi VS5.07 PLAN NOTES: . . . . . . . . . . . — - — - — - - — - — - — - — - — - - — - W10x12 W1 0x1 2 �19513 - — - — - — - --- le FIN . FLOOR EL. 81880- 5 c 8 =32 ) CC():3:3:) W711 -A I - I E075 0,04 /S5L.07 LIL cq BIC L - Y 2 TOP OF CONCRETE ELEVATIONS ARE SHOWN BY Ox1 2 E030 W1002 5/S5*07 CN r n a 1 13, glr� W, CN _T&ET EffIF T ObC6± x'- Y" I If S2*51 FOR 3* REMAINDERTIm PLAN NOTES L J A6 Bm 5/S5w07 5/S5,07 04 VISION om � E002 dde� = oil: C) 4,39-4" It- — - — - — - 'E5 - - c m 1 6 If A – — – — - - - - — – — – Wd- CLIO C) 0 C) CD C) Y2" 2/S5vWl Z6\ Z� 2' t 1 6 w 7 ---- W1 430 F ckf UO uo) r L:iI, m m m < r"LL". C) NONNI 00 0 LO Luzz YIUXIL (QiD W10x12 CD x4r�x� VVILXI ,4- VYIL LO EO-7:7: - - — - — - x 5 _g5 00 ul 1 /S5.0 10' - 5Y2 3:: 3 W1 2x1 6 W`I A 4 wml 6xjb kid- SIT 1 2 494� 1 40---j 9.8" co co E044 21 1 Lo LIILLLL�` 1 O/S4 *04 X X c%j N; I x Lit Rd- CIO I W1 2x1 4 ...I..I. X x W1 426 cq C) -------------------- x SW=3 Rd- � a � V4 co cq LIFLLLL� x m 17'-5" J-44 5/S5, 07 x #4x8'-Om @ 6" OoC Wi 2x1 4 "d- I C) & 6 ACROSS INTERIOR Ln A E004 5i C A III* I IL I C) GIRDERS (TYPICAL 16 W1 2x1 6 W12x 4 > _W12x L0 Z6 Z.4.\ - — - — - — - x x cq 7 -IS 1I M) I < r I 9"LL"L C', co co 2 , C) CD C) LO B.O. DECK EL @ FLAT 50 .... d C) Nil 9i CD cn SECTION +11PLILLILL6" 3 /S5a07 F R I CNI 5 ROOF OPNG, FRAMES. r ABOVE LEVE W1 209 W1 2x1 9 W12x19 W12x14 W1430 A 01IMMItOWEI wmwmmm�� IL COORD, SIZE ND Ci .=035 Z.4 V1 2x1 9 Wt4x22 LOCATIO ECH 8/S4,04 cmJ I COD III00002mi x C) c"14 MD co 2 co W8x1 0 X LO C> ELEV. 06 4 ELEV. 0. 5 iR:: I co I , 6 1 U-5 C) cn c� 12/S5o )7 L 3:: CAD x 14/S4404 a p c) 00 u 6 14 W1 2x1 4 W8x1 0 W12x16 2x16 IN C035 L W12x14 W12xj4 W1422 IIL1 -_ r "' , "'r 1L , , - r . . . r n (fQO j - — - /Wi - - — - — - L I I � 11 . 1 1 '_ _L7 . I _', r I. DO A f%U %A# I A I, ;�LLL L r ILI 111, 1 1 1' 1 r-, � r � - -I - - V I I /LA I It E045 �6 017 E029 036 C304 affix30 4/ w4t I Lr. x 7 x SW=5 I CD 30 00 C) A6 6 -7 A:-.' e- qw'd cLr. 7 N1 6=1 35,.Ol 1 1 to 9Y2" THICK (5000 PSI) U W16x26 IF W1 20 4 COMMON To-" x CONCRETE SLAB CN CIO __W1zx z m Iri x L to E056 m cq 04 I'LLILLI II �g 11 11 Ig c.0 1 /S5. 07 8 X-4 NIIIIii;I I W 4ii5t 7 to III, x --W2-xg— 2x14 - — - — - — - — - r"I'm , -2 X ZE + 6 _ __5) _—Z.6 - - — - — - - — - — - — - F— W1 42 - - — - — - — - — - — - % -TO" cq ws L0 M�' 4/S5,01 LE 6 T FILL 6 W1 422 8/S5*07 LO --M422— - - Qxj 2 ji win 12 cza) 04- W12x14 CID E071 I= IF"LL' Z 2 on x x 6 X 00 ZL qqd- _ _ _ _ 1 7 T -0" @ 6" O*C* c� W1 Ox1 2 W10 ul Z6\ #4x8'-O" @ 6" 00 a I - r12 SS INTERIOR 5i ACROS! R E 4�z m cm> RS (TYPICAL) I Lo 'FILL" GIRDERS (TYPICAL) 8/S5oO7 W12 0 ---- W12x14 Ag!=�IhV, T_ - - — - - — - - — - - — F cq OWNER/DEVELOPER CID c%j C`14 Ito 5/S5,07 cq I x I �:: 1 /S5oO7 ft x u*j C) V_A1L RESORTS cq W1422 W14x22 1 /S5s07 2/S5,107 DEVELOPMENT c%4 ---mqc"VV"!;V COMPANY e4 on IF 4!- 8" 17'-4" e- j, 4'-8" 4'-OSI W8x1 0 9/s5*07 =EO72 AVON COLORADO 04 00 10 40 �4 1 W1 211 W1 422 W1 20 4 o" on I OF - — - — - — - — - — - — - - — - — - — - — - - 2 - :7A 6 6 1 -e— 04 1 � 019 E033 1# L2 -3 - — - — - — - — - — - — - — C4 _SL R a i nFT-qo - — - — - — -i — -91 W1 0: 12 ;i 4 THICK, 4000 PSI NORMAL-WEIGHT F.F. ELL. 8188'-5y DESIGN ARCHITECT 2 CONCRETE ON 2" DEEP, 22 GA* — - — - — - (+11 ABOVE LEVEL 5 SLA811 x 14- 2/S4@01 UO4 ��c I M7D c1q I EPICORE MSR COMPOSITE DECK (6" 0 3:1 cq I LIFLILL" TOTAL ICKNESS), DECK MUST BE 10 m W1 G 12 mill I x C� 6 3c FULLY rHORED UN11L CONCRETE HAS 2 Lei — — - — - — - — - I— - V=== - % I — - ==4I� — 4 40 I p m - -4z - PILL) Wi x 2 W1 4x22 PILL) r"'LL. I : - -u-@;- I I CD CD I I I I I I C) Lfi & r IIIIIII I LO j - — - — - — - - CD TILLILL BROR N W1 2x22 E088 Denver, Colorado 6 3" 29- 2V 1 1 1 1 ILILV& #4x8' 0" @ 6" Owco 141 , )CAD8 A MILLI m 0111mo � � � � � � I c 22/ W1 422 M W1 2x1 9 ACRID S INTERIOR -4v� A I I 2/S4*01 (EO89 t GIRDERS (TYPICAL) I dak 7 co 00 Red- " x ARCI-IITECT OF RECORD j 2/S507, cq ft 10 C> r z cq 11 /S5*07 OKLAHOMA CITY, OKLAHOMA INC, GLOVER SMITH BODE, Cp C� C-4 e 40- Ln 1-2)/ 0 11,1, 60- L3r'9y2pp L03 A IF g 04 to mcq �i 1— CIVIL ENGINEER m BR9E C-1 ------ BR� 4E 1 c� LO LO C( 01 c 2 . . . . . . . . . . . .j C005 ALPINE ENGINEERING, INC, E093 VAIL, COLORADO LO W1 Ox1 2 E ROKEN' Mx22 C%4 9" - — - — - — - — - MINE W1422 IZX19 C*4 1422 FY2"] W1 2A E094 =E0 D A-Is C) 7 e r 40 IFLT ....... LANDSCAPE ARCHITECT I BROIT 22 VI E100 E101 /6\ S E GROUP .01. 5" 10/S5*07 BURLINGTON, VERMONT — - — - — - — - — - — - — - — - — - _ _ __L*7—_ft4x87p -4 LCOOCO — - — - — - %I ACROSS INTERIOR 7 -- ----- - - - — - — - — - — W4- c%j GIRDERS ICAL) co 1 (415) to 1 /S5aO HAYNES WHALEY ASSOCIATES, C) C> to 77/ - d2fflIWIS I TO 1 LO 11 /S5,07 3c 777 T77 7= INC, cjDtn — - — - — - — - — - — - — — - — - — - — - — - — - — - — - — - - — - — - — - - - — - — - - - - x HOUSTON TEXAS m �OV�5" ro '44- %] 41"'LL" Z6 A c� Bm 1 1 i � i 1 1/7" 2/S5o07 wVd- c� Z6\ I i ! : I 14 /2 W1206 MECHANICAL ELECTRICAL 7 PLUMBING ENGINEER E104 IE105 CUR) BRO ]' N 'IL lhfl 2x22 wi 04 12 1 Q0:0:3:> 0\ — - — - — - 2 7 ABS CONSULTANTS INC. rLLo 14xV2 W1 4xi 9 Um�Vf VVIVV, DENVER, COLORADO I CII El 0111 6 Cl INTERIORDESIGN 21-16" 6" 4 J6, `17 Oq )I sp 40 LO LO C14 WILSON & ASSOCIATES cq 410- Li I x 1 1 DALLAS, TX PILL) Aen�2* UO rn LIFE SAFETY LI< 1 /S 5 r* 7 cr. I I 'c; BCER ENGINEERING INC. m L . 1001 .10" 1 901 W1 jx22 7Y W12x16 ARVADA COLORADO Le 72-4" LVO 9 4 V 11 349-2" 14 11 119-4" 6. 3g-7m 1, z ........ ... W1 4L2 116 El 2 EN PROJECT NUMBER, 20941 .00 ui IN C**4 ISSUE REVISION DATE VIILLL�I 'FLI'LLI 11 /S5o07 CD CD VIIIIII w4d- Bi: "WILL"' 10/S5.07 IVIIIII 5/S5.,07 W14x22 W1 2119 BRIOKEN ' ki - — - — - — - — - — - - — - — - — - — - — IV - --10 � I H�� 0 ELI 28 U�L4 ULIZ.0 � r"Ll'. I �.�Lb L I C) x 0 1 LO C=� LO LVL 5/S5,07 LO X CD c%4 BRACEE-9 9/S5*0 - — - — - -- - — - - - — - — - — - — - — - 241 C) ;ION #7A 11 /02/07 01I L I i N017 REVISION #7 10/19/07 C) a< SION #6 08/ 10/07 &015 REVI 013 REVISION #4 04/12/07 VE 009 PERMITSET 11 / 17/06 — - — - — - — - — - — - 21± BRACE E-12 169 tL1.4bj - — – — – — – — – — – — E168 - — - — - — - — - — - — - -IN cr) J_ I- - 167 "j- co III IL31 C> co III PRO 1 170 El WORTH m9) NT mm F 3 0, DECK EL, I a7161 PROJECT KEYP 51-3Y2" ABOVE- BRACE E-11 0— - E156 57 E158 VEL 5 m El El E159 7� \ Is I' Eb a L C Iorado m 0. DECK EL. ui Lu — - — - — - - — ----------ioz'�Iddiw ABOVE z: I = 5 SIXTH FLOOR LE\1EL 7 C44 40 FRAMING PLAN 4" 13 .119 9 12 0 8 7Y -4% 16s-3" '-10%" 1 UP 16f-8w 11 0- 5V 6'-7% < EAST 29-2" 289- 4." 21-2" A4 OVE , 32 9.829 21 .10" CID 31) tic, c� C ul L INVIVIVile W16x36 24 T 0* 2 I A Lie _LTCE,07 FWO, DECK EL AT SjC ON +11 6 F tRr 1 S1 33 36 42 S2m5 3 swo 0 39513 U! lu '-Y I Uj /Am9;==L /" Z B.O. DECK EL VI / NAL UXIL / ABOVE MAT 2 WM6� a i Tls= to3 9� 11 9.0" 13 9 IT 94rn ox/ %?1"7 K EL/ wl0xl i A c jA.. +1 ABOVE (OD / LEVEL5/ der PAE 19 5/S5o03 - -vmx x 9 BeO. DECK EL U0 x cn cn %Ift� %�� I I + r4f) 49 LEVEL 5 04 04 BoOe I DECK EL Wl 2xl 4 04 Wl2xl4 A /Q I C) z C) -r/ %.; +11 .4." ABOVE 5tol LO x BOT. FLANGE I V142 Gmx LEVEL 5 If 0 6 �0" O0C9 If/ �"BRACE W-1 4 o BR( KEN 0 e wlox 2 f, If xj1 CZE) 4/S5901 1 40" BoOo DECK EL BRO E M12i/3 Wf4x22 4e --, I oI 422 X I C? V Wl2xl4 LEVEL 5� W16 I CO ills 121 x1mms? a RANGE CN ' - -9: / I 1: (n OTO R. 0- F(%K/ 1470 1 11 / c % � %` 9 B.O. DECK l /S560l I I 11 7 1, el Os 00 W.1 UXYL / F rm LEVEL 5 +10 B.O. DECK EL Wlf( =mwmm-mw)�� l Lt.VtL1 // / / // I LEVEL6 / 41-W 2 C� +18 -0 ABOVE wif x vwflloxl /I 1 0 DECK EL W16 A A I A ECK EL 9 5i 1A4$1L �+13 LEVEL 5 77S5*G2f`7 H 00� / f If, ABO L 0 4 0 ,7 �eR wtix I OL A A 9VEL 5 I, '13p -llY2" L"��49- c iR:'; I /Z/I elo /A O� E LEVEL Xio/ BoOs I E0 EL - W16 4!�q Coe) 0 xf B40o D w ECK 0 VE +Z4 -W2 Irg A70 0 u fo wy 9 B �Ibt d mom e tdX12/' oe � /�a /I I B*Oo D 4clo z ECK /T W If 00 Qs� C:)� /S5*01 k1 1= /S5oO4 X �1`8 -0 AB /w X I = "I I V 11VA (y /Wtsxi LO z / / r4o C4 "4 /B.0 CN . � x 7/ //AV I D CKIE 1, 11 � V If x x u W16 Co 04 Oxl-2 mip I'waxi D/ c, / 91 1 1 -1 j J, / If Vn2( AR If 17, ck: 9i / xi Ts x it &01 B.O. DECK EL @ FLAT 70 +11 / x k y SECTION 1 OY27 B �Di 1 +11 AB C�4 L WIM42 X12 ABOVE LEVEL 5 AxN /W�f WIOX12 C) ABO' LEVE� .10V I go A 13 1 ts I L# 5 IV 1 XI 10 LO 9#-4 CK ' El ' C037 LEVEL 5 10AE P2kE 1 /S5401 c%j ui L�7-- 4 z cq e. /C) --OJM - /. a a0a DECK EL u") 115A 7 2/x1 Wl 2A co B.O. DECK EL Ou 7f 1. 4 BeOv DECK @ Tilp 9Y4" AB LEVEL B.C. DECK EL LEVE 6 A If I /A4 DORMER +11 -4" ABOVE u') Ul I - I z / JI +19 n n D rK EL 0 )1 OWN-ER/DEVELOPER LEVEL 5 x :9:,: ABOVE LEVEL 5 K 30 o ACE Wl2xl4 wml Ox LEVEL 5 c.44 e DECK EL - / C) '=�/c ado IF 17m RZ#l) 0 B� 0 T I VAIL RESORTS A 77 LO LO 1 . 1 1 24 43 +15 1178 W088 B.C. DECK EL @ FLAT cn ABOVE LEVEL 6 - — - — - — - 4/?5o0l # SECTION + 11 1 /�k DEVE I LOPMEN W1422 OY27 e/d COMPANY ABOVE U OVEL 5 I ADAM e B.O. DECK L 2/S5v02 2xl 4 wl Oxl 2 H 22F I BRACE BOT. FLANGE LEVEL 5 AVON, COLORADO �w z x I/ / Fw I B.O. DECK EL I 'm 12 @ 6'4' OwC* W1 Oxl 2 c4 ---,-Wl4x22 W1204 A Lo 3/S5vO4 qr;z I c') +18A-0" ABOVE I I c%4 C:) I 16/S5oOl c LEVEL 5 B406 DECK EL 3 —11YA r "'q I I C*4 +1 N I Wl Xl 2 B.O. DECK E DESIGN ARCHITECT 7 w -1u/ AB LE Vr.L U jnjn ox "d- wt2A4 LO B.O. DECK E 14/ LEVEL6 "d- � Ai 'D C D wl4xzz +110-9�V4" ABOVE z 4 0 B.O. DECK M25 LEVEL6 1 1 2 B.O. DECK WlOxl2— Wl2xl l /S5s01 in I L 4 +24f� BOVE +11 0 ZY2 'Oej On DENOTES BEAM END 2 ix3l --B4x2Z- LEVEL 6 44, :OKEN A CONNECTION SHOULD BE DESIGNED & J 1 26 'I Lu Y4 01 D K EK90 DECK EL Denver, Colorado TO TRANSFER A 20 Kip L AXIAL 3/5boog A5 13 -+-4" f, +iT1 ABOVI +19 �5 4 ABOME u LOAD ACROSS THE CONNECTION. B.O. DECK E "u Amn CD LEVEL 5 I I AWIM -00 AB VF LE Wl Oxl 2 B.O. DECK EL 7 uj +18 A2 /I I I OV/m, W1422 04 11 ABOVE C) If x x AL< 28 ARCI-1ITECT OF RECORD ct" %I / X/ C) 1 L I md- 1 1 wl2x I CD LEVEL 5 m L GLOVER SMITH BODE, INC. uj AaL wl BRO Wl 2xl 4 W116 Zn OKLAHOMA CITY, 0 1 KIAHOMA (LO) 1 )xl Px U-) AE co /42 co /I I wi lxz� CIVIL ENGINEER e I 1 11 Zn 13 0 DECK EL If If �E K1 / I %K /11x ey/// M15i 1 1 64 -- -2-Y - ABO ALPINE ENGINEERING, INC, ql� UKT2 , qq;tf x +1 5T� 2m VE B.O. DECK EL /C3 EC EL Wl 2xl 6 WI Oxl 2 02 VAIL, COLORADO Cp 1�14 III B.O. DECK EL ABOVE �i k W2 B.O. DECK EL, --* 0--9 A� BOVE x x B.O. DECK EL r B.O. DECK EL +2 �IIQY2" ABO 4 LEVEL 5 m LEVEL 5 +22 -3" 796T� I IANDSCAPE ARCHITECT -3- ABOVE u') LEVELL 5 L +2 -1 OY�" ABOVE r2 #66 L i /S5601 'x LEVEL 5 KEN 'jWl 4x 6 wl xlyc +22v S E GROUP, I e.. Z: I LEVEL 5 L a -A LLI LEVEL 5 BURLINGTON, VERMONT s I vl____ -- 7ZX14 /'WI/2xl4 L/ U+14 ��e :�e CC) �x UO) PAR 0 W69-2 cn & L I wow I u cr� m ml L I L L I (MR) Lj B.O. DECK EL 14, s Wl 2A 6 ECK EL Vz m m B.O. DECK EL ABOVI %le I STRUCTURAL ENGINEER , +15 ABOVE +6 - 11 AbVV LEVEL 5 B.O. DECK ELI . MOAT LEVEL 5 HAYNES WHALEY ASSOCIATES S5eOl Wl 2xl 4 Wl 2xl 4 Wl2xl6 7/85.02 - T+ AB :-76�2 1 F, I INC* cq B.O. DECK EL A cq B.O. DECK q HOUSTON, TEXAS +4 0 EL ABOVE v / Mau B909 DE K EC-.= 0� ZI� LEVEL 5 0 4 F ±x 1 � 1309 IBRO 4 6x/ +12 �11 %8 1# 1 V / E (M? I T77 5i ABOVE LEVEL a LEVEL 5 LLL / / I/ I If 1 //1, If W1,14 An/ I I LEVEL 5 of, (n I MECHANICAL ELE 7/S5,IO2 $2 Wl 2xl 4 4/S5oOl M 2/xib /jr) Wl 2xl 4 PLUMBING ENGINEER Nl A Of B 0 DECK ELO qd- ABS CONSULTANTS INC6 B x m`7 '94 ABO ROKIIN Wl 6 31 If +11 DENVER, COLORADO 'x LEVEL 5 B.O. DECK EL fI W12 14 Wl 2xl 4 / Z Mind WIN, INTERIORDESIGN AB If lu +6'�11IY4 OVE Y�o ?09 -4 1 1 LEVEL 5 4 BRACE WILSON & ASSOCIATES Irl L i I /S5oOl qqt DALLAS, TX qo_ 7/S502 BOTTOM f W4- 1 B.C. DECK EL x x Ir I - tj FLANGE Wl 2xl 4 Wl2xl4 @ LIFE SAFETY 1 1 1 111,447 ABOVE m,,, cq cq Of Z: LEVEL 5 6a-0" 04ca 30 EERING INC. 61 BCER N LLJ m LO ARVADA, C J-1 z ,:: /S5aO4 BOVE110el B.O. DECK EL X r/4 x q 10 lk/eVh8r(0 r A CD +2 102 BO W16 2d BR EN WI 426 "1 1 1 C) 0 LO 11 ENRW;mffls� 0 B.O. DECK EL bqk - - �d" WI Oxl 2 ,L2N B.O. DECK 4 cr" :n LEVEL 5 < +-I OVE B40o I IE K �L PO I I I I PROJECT NUMBEKo 20941600 40 C '."o ..... 6 All w"Al I I I LEVEL 5 DECK EL LEVEL 5, B.O. DECK EL 15 6BOM ' +15 m AV 00 x 3:': ��4 ABO% x /T20 ��4 BOVE BOVE%/ LEVEL 5 Wl 2xl 4 5 A I I � ISSUE REVISION LEVEL 5 WlOxl2 U-S \< B 0 DECK EL c%1 CN C%4 I C*4 If 5i Off +lS-9Y80 ABOVE OX12 20 fI Of / LEVEL 5 2 L C) C) m V�cw �=j x C) 0� AAO 3: I BROKEN 41600 2x i I ce) MEN= If - 0) W063 �YO STD* I < PIPE B.O. DECK EL 9787�XBOVE 2 -4% B.O. DECI E 5, B9Oo DECK L B.O. DECK EL /9 le. LEVEL 5 11-11 ABO I ABOVi LEVEL 5 LEVEL 5 LEVEL 5 B.O. DECK EL. - , I 1 0 qql- L </ 8 1 OY2" 114!�l 1 %7 5 �2%n 9p-3m 1 +Z I ------"t— 01 40T WT LEVEL 5 A# 6 TOV, REVISION UPDATE 10/05/09 B.O. DECK EL E pR #60E 06/ 11 /09 5WE +2 10 2 ABO LEVEL 5 A PR #60A 03/ 17/09 ASI #40 06/16/08 ASI #28 04/07/08 ASI #22 03/10/08 013 REVISION #4 04/12/07 009 PERMIT SET 11 /17/06 M NORTH TRm NORTH PROJECT KEYPLO c ROOF FRAMING PLAN WEST7,.",f 1 D ko q4 a ULI I C Ell j2p 4%// wl OX1 Lj AL 4 Ix 14t, /L/ IN 5 m i t z lee e og _ o i I i i E t; d s ' 0, !� f . . I`f } N LO tf, ` , ,' - - - - ® - Be IDECKEL. = BRO EN W1 8x50 I ` I + -11 ABOVE s2m62 r L Mee On lee 4 2s I = � BROKEN W27x114 �'' 2x 40 ti155® �� X o 4x22 7/85.02 4x22 ' / , `� B.O. DE EL = add& be r' 1 1 /S504 �°� 4 ABOVE r ✓ LE L 6 2x14 2x14 °a 1 /S5°01 x Q - titi I o w x1 0 4�2 x �X ® f , 5 a N f,, X n X x / ,/ e WIN CD x0 X Y ti ^, x10 4x22 4x22 /, » q q 1 / °O3 ' 0. DE EL = ,d / _ - T11 �/ mow, 35 L 8 1 - " 1 '- " 1 '- " 12'- " 1 '-3y" 1 '- t 4x22 4x22 , o 00 o � I .. s lee ) ® )J I DECK L. = I -,- - o X X X ' x x x X1 / 5.0 I I o ER/DE oPER +111-4m 0 � I r r r°m '� N N + % " I LEVEL s \ 8x35 O 30x132 / q ° d- x ter , ` / � ° �, ° ', + 1 -1 + 1 ,ri v n ` { I /85.02 2 x % N 3 r ,f / cr 5 ) - ` x22. 0 4x2- s I 0x12 x10 x10 0x12 3g I s' / I I COMPANY r 4 0 11 - - +11 - AVON, COLD O f ' rte/ , ' ° f F ' ,f r /r 2 3/85° 3 3/85. 3 +k1 q t WeI o ' ` / . ., x 5/85.02 _ = I '. r x / 1x50 E 1x50 1 S ° 1 6x2 x26 rf = X I 0x12 / F DE L. . 1 1 r X12 . x1 -' /, , x , �`� i X o i 0 12 - _ _ r 0 0x12 x10 x10 0x12 + 1 N x d Jxy f ° I r .� N N N N N = / N ESIGN C LEVEL 5 ! r i 2 0x1 x N x x2 I 1 / s E rr 1 . 1 sh _ h� ✓ ®� N f 2 . x12 1 w w w w I N 2 1 / x X X _ r ' ;' I - - - - - - x12 ` 1 xt x12 , ` ' f ,l ' r I / 2 2 rf® r / f L7\ I x ' 6x26 _ ;` x < 1 ' E 4 O x DECK O / / �, K, I , x jf �. _ 9. / J' o o / n n n X N N 04 0 Sc1FJ 4 4x22 I) t (HI) , LEVEL ' } 0x12 N x10 N x10 cv 0x12 N o s s I ° f 3 - Ox t '-0" +19' 0x12 r r / \ _ Denver, Colorado R 6' 2° - - - K, 2 8x10 O X ' .0. ECK LL co 6x26 / 6 12 M /5 p q I 02 N B.O. DECK T o / ' + ' , ®`�' cri eri N ' ' Nil x m cn cn 8/S5. 5/S5°02 N N = Jx p N x 3 1 ;` / s 2 M o o X = � x � `° " x1 x1d 8x10 ARCHITECT OF RECORD LEVEL 5 I ,/ f r ? i o ,*' x10 0x12 x10 x10 0x12 X X I I x14. J Q�,' d ' ! I _ GLOVER SMITH BODE, INC. '� ° x '` 0 0 0 0 o Q' c° OKLAHOMA CITY OKLAHOMA /S5°01 - - - - - N 6x26 M I �� ` - x f f' x 1 N N N / r % , M M rh rn M N x22 sc�c , ® O r o o ® o X 0 1 /85. 1 8x1J0 x1� x x x x x x10 ' N CIVIL ENGINEER x1� 6 X x � � � � �- �- � •- / I N _ _ ,t E 8x4 ,, , - ALPINE ENGINEERING INC. B.O. DECK EL FLAT r' r f Ox12 x 6x26 0x12 8x10 x10 0x12 i Eo23 r qcta - 1 '-10 °0° DECK EL. _ f . x1 °o + /' ? , ` I a N x10 x 0 = _ . ri° 1 VAIL, COLORADO MAT( +11 -4 ABOVE a N I Sf 8 _ f , , � �' ` > l S 2 4 I o r x 4x22 r / J / I o -- I m X10 A N N 10 LANDSCAPE ARCHITECT 11 - 13 0.8m 10 -11y 0 9 -4 .OfDEEi;K EL. T f ,° 0x1= in n - - - - 3/85.03 'n x i - �, ` r 1 x 0x1 BROKEN 30x132 2 I ° m N + `' N S E GROUP ImbI 1 '-1 " 1 - 1 " ' , f 3 0 '® 4 m x10 I I ° .0 DECK L = I B GTON, VERMONT t /55.01 , ' L ✓ ' r �, S5.D3 x 2 2 LO q _ _ I E EL. = 5/S5°03 3/S5°03 / •--- -5 X X X X I N t • E�iO 2x1!14 HI ® s E016 E026 E + =I rr, n �, /S5.03 - o = c ( ) LE L z 4 0x1 I rn rh I x10 A x10 2x14 r� -� I w STRUCTURAL ENGINEER 0 E 4x55 w 2x55 x w to x N YNES Y ASSOCIATES IIIIII d N X o _ 2x14 �+ 2x14 I 4/55.01 m cn cn �+ N 1 # O/S5.02 0 0 N of c INC. N L I UD I I ,ri Ixl N 4x2 � RACE T• E 55.03 / .0 - 6 0 . 2x1 HI HOUSTON, TEXAS_ x10 i X - ° 0x2 0x22 0 O.C. - - - - 2x14 LO x - - - I ' 7j" - _ _ ACE -14 o KEN o xt 9 g x E IW27xl 1 4 N I ( N r. 1 st 70 - N 3/85,03 / 5. = ,� ( N c mo- MECHANICAL, PLUMBING ENGINEER 4 85.01 _ I I L. _ / I I 4x22 x10 I X 6 S CONSULTANTS INC. ® N +1 -1 `01 �, to � �% 4x22 2x14 _ 2x14 x I L x26 0x12 x10 W x10 Ox12 r _ q _ DENVER, COLORADO - . A , / INTE OR DESIGN CCI T. C " d en 110 55.03 -J o ° O.G• d - , ' +1 -1 A N I. O. DECK L. _ �, N t - x22 x40 ON ASSOCIATES ' O1 +t 3 - / 0. / _ ° I N x / .02 N N 0 / r x x x r r x f f 12" L 0 +10 - 4 A 0 I c oto / ; TX j ✓' r _ LX` N ` , ./ f ` L . ,, I -M1 ` is ,r` . . -. . ,°'' , DALLAS, < ' _ x26 0x12 x10 x10 0x12 2 / ° li 2 r F / 0. ECK L - �' f 1 E SAFETY " Y , P r,' st I / +1 - r, f 0x92 ) 4 83.05 ECK EL � > f 8x1 4 0x12 , .x10 / BCER ENGINEERING INC, ti o.f / cn O L t x I t r A 11 L �` � I 7/ ° 2 r ✓� ' 1 ;� V A, COLD O x10 B2 I = , N x 6X2 0X12 x10 x10 0X12 x26 C° ' cti ,� . . EC L. _ � I I` ,. ® A 1 2 0 oN w N +23 -4 O N ° , ' 0 12 _ rm Ins 0 2 x1 o N 3 S5,03 �' • 5 N ® ( / C o `n cn en m N N ® 1 a r ' ; h d ,� f X x x PROJECT NUMBER, 20941 .00 x x S .Ol N 'n en in N cV N S5. °' 8 , ` 0 in x x x x x x x x / x .0 0 / - Aej t2 d 6x26 x r KEN x2 N N N 111 N 114- nt CD CD N x �- �, G / I r , �� r _ � � � 3 3 3 3 ,� f �- � .f`° �' , j / ,, I I 1 S5. r x1 Ox 2 °� ®�' x10 / ISSUE REVISION DATE ,o'� 6x26 0x12 x10 x10 0x12 6x26 / / r ti $ B 0. LKL - ,f M 'L x I`� �n I 1 s P / I ^�� '' 8 / I# /85.01 6 6 rn �+ /S5°0. Bp r �. _ ® _ /85.04 .�' � x I e 10' 1 *� . ' 5/S5°02 m + r' , g - N : N O a / ? ` / , = 5/S5.03 2�f ✓ I . . - r x +? ° r ,� . DE v x 4 N x f ° / Z:d � 2 ? o , "1 d a ° x x1 x sr 1 6x26 0x12 x10 x10 0x12 6x26 01 a 0x1 Per qqm Ox12d x1 +? ` ° r ��p ' l l �• rr ° ' °' rF ° r B 0 E 4126 HI - ,✓ `3 .6 K cn 6 40 I w, + B ` • 2x1 HI x11 Ox 4 ' � ,' r +,23 rABp ` 4x L , ' f le' x o s 4x22 0) E s4. ' / i fi fi !BRDK x 2 �' 6x 2/6//// / 2x14 f 2 px r E 2x2r ` _ N: 800 CK E ' , i ' .0 E E = o 2x` I t q _ / 2x1 a�? . - 0 .0: CK �- r _ _ +24 -5% j r f 4/S5.Q I ® c„ ,r` o IF ^I ' ' ! +1 -5 A O N . I q ®,' E ' x10 -ee=eI _ s MIN N ,:; _ cci / + L5 d I d / LEVEL 6 \ +1 -1 - % < rf, 1 $ - N ° _ J c r ,' N cn 8x35 s° , 0 0 ` 8 r ,d I N I x 2x14 / 2x14 x ® ¢ 0. DECK EL. - - 'c I ` r W 2x14 , ' 2x14 I 1 - " +26 - 0 1 _ " w � ' .0. ,✓ A° 0 x x o I ' 1t � / -• I B.O. DECK EL ' a' / E o ,* , �'� ,f` r'` -�i f ,,r � f LEVEL Ti O ` r' ' �`°` �, X11 ,r< �`' � +,1� 1 �, �` ; +0. E .® I \ \ I x10 ' d° ' x 4,r x ° t x2 14 , I 4 I f ' 0 ra4 4 ® N wa 2 5.01 s X t° B.O. DECK L - s L g - fib f x10 �` 6 ,' I 2x14 I =fit +14 - , o i ° o ° 2x14 Oxt 2 _ L 4 ! / aaI i o, � t2 2 24 B. . DECK EL = o e' d;/ x ,o o ' �' I B.O. DECK T +150 -11� 6 x � f, r- x f / ,, � r, - 'ffs 6, ` ✓'' w r// wx y 4/S5°01 _ q F ,r ' ,cam 2/55.02 2x14 I SEGTI - 11 -10 ' f s x /f �, 0. 8 5 ' ,�` _ , xe B.O. DECK L. _ ABOVE LEVEL 5 r , f' 4x26 L _ I ASI #22 03/10/08 r e Qd / r r - - o B.O. E L. N eci •G +11 -9 / ° x x o o x CO cn r BRACE T. E 0x12 H 4 2/85.02 fr ° `' ,f,/ ,� � ', '`'" � f ,,�� e' ,� ,d/ � r� ,�°" ,� / r � w _ _ ° o LEVEL 5 " x ' X / / 7 017 REVISION #7 10/19/07 y" ® 6'-®" D.G. N I m ' f ' { N+ `r +15 -11 " I tD N N N x 0x12 x1 ® :.. _ _ L _ i t /W8 r d f a ? i / i 2x14 3 5504 x h / 0x12 / WSx10 WSx1l x1 .r r I W14X22 A x I . R CE G ' , f / ;3 R ' I 0 LE L •- +11 - Cb I fi 015 REVISION #6 08/ 10{07 EL 6/85.01 / / ff e ! % � i ' / " +16 - `1x12 ( I) ' '- cv < `' 2x1 .4` // x" 0 x '-' +16 I O` 013 REVISION #4 04/12/07 EL 5 B.O. DECK EL = _ _ h x I ® B.O.0. DECK EL = f / .0. DE EL = ® 0. E L. = J12 OKE 4x26 LO 2x14 . # I +11 - 4 B vii +11 '- 0 +11 - O ul +11 -9 E 7 E x12 24 -5 4" 009 PERMIT SET 11 /17/06 x1 HI 4x22 0 LEVEL 6 \ LEVEL 6 '` ' L 6 \ LEVEL I ., . j' 1 ,'` r N 0 08 I I (HI) X ? 0x12 0 2s B.O. DECK EL = / ,` i / . . DECK EL = o 9 2x14 1 85.01 I Ff f +24'-5 N x ° h' _ / +11 -0 O ,�'' � / � +11 -0 ABOVE x X � M Jf ' // f N to 'I# B O 6x31 - 4x22 w eIIIIIII LE L 6 t m p/ 15 /; ,> LE L 6 ` 2x14 \ 4x26 x r D �, N ' . DECK EL = i I 2s _ ' ,' / `�► 4 N r w N N ® �+� +191-5 4 ABOVE w f co m ' f/ , " o / / ° r 2 85.02 Y Y ° m o B.O. DE = r I r f , ,� ,/1 1 S5.01 m ® ` WWII IN ® Aleee x e1<0 vc W1 x 0x12 LE L 5 4x22 "¢ d M I/0"LEVEL 11 -9 4 ABOVE o J IIII o 5 ! ,' / � ' 'B K N 4x8'4 ,'` , ' 3/S5°02 0x1 �' � _ _ _ Oxt2 HI X )KEN 2xt 4 wit `°" _ I f f I f r j - ''f 'I/ r I +16'-65 " t 4x26 LO 7 x LO 0x1 _ �i x °0° DECK EL = °0° E EL = ° B.O. DECK EL. _ +16'16 " PROJECri d° I +�� ( ) B.O. DECK EL = +111-0%m ABOVE +18 -7 ABOVE N +11 -0 ABOVE ,,, 4x22 I = » - _ M NORM � N HI 2x16 3 0x12 N 3/S5.02 +15 - LEVEL 6 LEVEL 6 M LEVEL 6 2 +110-3" I w KEYPLAN 1E B.D. DECK EL = X X K, v ` s` +22 -3 ABOVE o N N B.O. 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'c!A C) DEVELOPMENT cq 4 04" 1 � 1 04" 19 1 PA COMPANY - - -- ---- -- - z AVON, COLORADO 16K/F9 SW-4 8V2" 6 113"1 5�' - - - -- - ---- -- - - - - - 8 -96 951 L 3W F f V I 7 x 0 rg7;y 0 00 A ---- --- 6Vi" 04f 1 1 8V2 ItIt 01T�� '. mm . - — - —-— -— — - —-— - --- am I I T DESIGN ARCHITECT 3'r' 2" 1 W p 42A ) 161l, F 1 %Y4 -— - —- —-— - .... ....— - 8Y2 16K I ele, ......oello� 81/2" A 9* am 7 4 40 1 7 I rl qIq_ co — -— - - — I am 00 Denver, Colorado I I I Li umm) am - -- - --- - - - umv 13W I(Y-1c w- I 7;am am lam - - --- -- — - -- - - -F - ----L— - - W-W _ I -- --- --- I - -- - -- — - -- -- - -- T 4- -- - --- --- - -- --- - - -- --- - - --- --- - - - - ARCHITECT OF RECORD &4 am CED lac 4 eplll� GLOVER SMITH BODE INC, L 2;Y4 L 4 !l 12;K!� 8Y2 OKLAHOMA CITY, OKLAHOMA 24K/j 432/4 3 -- - --- - -- --- -- - - - - -- - - - — ---- --- Im m & ....... 2 am cm mtG4-0w- —416ii� --- %,..I i "I C� an IV r. 1 CIVIL ENGINEER 1 5 V4 1113 A 71 " 4%Y4m 5 1 !6� 1 1 _41 _u LL ALPINE ENGINEERING, INC, �j l VAIL, COLORADO 0 --- --- --- --- - - - -- --- C41 sr- 19 -0 u '0' 0 , N;plmFw am Ap LANDSCAPE ARCHITECT 41 K/F =E4 5 4 3 n417 04" 1 — -—-—- — -—- - I ===,4 N�- — - — - — _ - -—- —- - — - — -—-—-—-—- — - --- - - -— -—- —- — -— - —-2-L-— - —- — .. ..... — - — -— - 415 16 BURLINGTON, VERMONT wt 1 1 1 l I im I 4 1 / - -- - - -- -4 Y4 A - — - —-—-—- —-—-—- - -— - —-—- —-— - —- — L— -—- —-— .. ....... - — -- -- - —- — -— - —- — -—- -- E RR STRUCTURAL ENGINEER - - -- - --- - Z2.\ LO h 001' HAYNES WHALEY ASSOCIATES cm am am Ta�m C> I I ss I—- — -—- —- - dFD am , cm INC� u5) 6 HOUSTON, TEXAS Ile C3 7 LO C" _ -L MECHANICAL ELECTRICAL L PLUMBING ENGINEER Ma I CMD �mw lam am - - --- --- - -- - -- - --- - - ABS CONSULTANTS INC. DENVER, COLORADO am (cm lice I INTERIORDESIGN - - - - - - - - - - -- - - -- - -- - - WILSON & ASSOCIATES am Tom - - --- ------ -- - DALLAS, Tx -- --- - - - - LIFE SAFETY Tom am BCER ENGINEERING INC, - - - - -- - - -- - - - ARVADA COLORADO Ta-m- - --- ---- -- - - ---- --- - - PROJECT NUMBEK- 20941 .00 -- --- - -- -- - ISSUE REVISION DATE " / ZZ Hill MAM E,-LI —-— -—- —-—-— 7 - —-— - —-—-—- —--- 49 am> (BE) 71 1 '7 ldz� llcim� 10 lag I I It MACE EJL� —- —-— - -- -— - —- --- —-—-—- a w/ [awl= tpgl�/ - 4- - -- ---- -- - ( w Lu Z: 11A t-7)4� V74M le-r IZ-10W ir-W L ]r-in - Ile -- - --- --- - -- --- --- ---- --- - -- --- -- A7 017 REVISION #7 10/19/07 6 015 REVISION #6 08/10/07 014 REVISION #5 05/04/07 2 A 013 REVISION #4 04/12/07 31 33 36 38 42 009 PERMIT SET 11 / 17/06 9 L I— I 11� r I 9l-1, 9—9 zq_ 1� I 'l— 9 9 9 �M';, ;4_ E- qlE l-, 3 L� _C _��7 1 l"' 9, . .....9, 99 9. 3 3�991' 11—9'— 3L.I I Z3,9' 9 :9 1�1 3 9 4.1-f r31- 111 3� —'o�k > MA I pt r PR N TH w SIXTH FLOOR LEVEL POST = I ENSIONED REINFORUEMENT UF SCALE: A6"=1 9.0" Pi I�Qk QT6 ITjY IAN :T PLAN NOTES: lo 911" THICK P/T CONCRETE SLAB TYPICAL U.N.O. SIXTH AND SEVEN111 2o P/T TENDONS SHALL EXIT AT CENTEROID OF THE PERIMETER SLAB U.N.O. FLOOR LEVEL 39 0520K" DENOTES P/T EFFECTIVE FORCE IN KIPS* POSTIIIIIIIIITENSIONED REINFORCEMENT "16K/Fw DENOTES P/T EFFECTIVE FORCE IN KIPS PER FOOT, 40 50 "8i" DENOTES HEIGHT OF TENDON C.G.S. MEASURED FROM BOTTOM OF SLAB. 6. RE: SHEET S6.04 FOR POST-TENSION DETAILS AND ADDITIONAL NOTES. 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C. 1 13 150-2" 12"- 4" 1 1-3)/4� OWNER/DEVELOPER C5 6- ell a C) SCALE: %" 1 '-0" q=O29 ) 30 lije D f NN I Ad- m C3 C) VAIL RESORTS C) x 0 0 do011"A 110 to ui m to I DEVELOPMENT C> c� U31 x L No V� u I NV ------ COMPANY LO C�o No 1 /S5oO7 ------ -------- - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - - - - — - — - - - — - — - — - - - — - — CAJ AVON, COLORADO - — - — - — - — - — - — - — Lo W1 Ox1 2 col ------------ C� I - ci x 2/S5oO7 CO )3=3 c IND - — - — - - � c'l" cq I x C5 I W1 Ox1 2 E030 C3 rA%A V - — t tmi m DESIGN ARCHITECT C) No 1 2 cooll Ad- L I en cq C> N� 5/S5,07 nHomes 42%Muem � x -4 L ME002 — - — - — - -- No A Li :�e cq C) W1 40 2/S5oO7 LO g000wl"k% 0 0 4 40 0 Y2 r4k m ftf to 1 2 m I I m 3- 5(B)x32 n %Ne"icqx I m m Z6\ I C" 7 - - - - - -- CD -4 o__ C:) . t I Lfi 31 Denver, Colorado m - 2- W1Ox12V V1 Ox1 2 I A%4%,A. 3/ad 9 9 MEW on 00 I colt 1 /S5, 07 co � 3> 2-L5(B) Ae— =C01 W1 61 36 Ci x-1 -2�-O Ad- CL ST 0* 2 ARCHITECT OF RECORD 40 T 6\ ED r CID to LO C) n GLOVER SMITH BODE, INC, B) I I X CD X x 3/S5*0 P�Off #4(B)x26 on 10 1 2 CN C-4 OKLAHOMA CITY, OKLAHOMA 4 m x W12xl2l� §5(Nm @12"OsC* 2-#5(B) 2.011 1. 0" ON# m W1 426 0 ELBLA 0 3-#5 B x32 X8,-O" CIVIL ENGINEER — - — - — - - LO x C) 2- #5(B) adgehhNo L� ALPINE ENGINEERING, INC, x @12"OoCo wwm� Ad- NNE01010310 /S5,03 N 1. to co VAIL, COLORADO A L4(B)x24 X8, 0 5/S5*07 r%%% � B:: O,. V I A C%4 3- #5(B)x32 % x - - — - — - — - C) W12x14 . . 1 " x @12"Oaca VollftA u-; x m 7 RC E A I i No 1p > LID on 6 O*C9 5,03 ;*z 2-#5(B)xB A A S E GROUP C 4 C.5 MATCH LINE A=A LO ona I A m fma� dw,,wo mamg ANN gommor � n %galsom 7 xl*� -O" BU UNGTON, VERMONT x 1 $.Off B.O. DECK EL @ FLAT IL W1 6x5O t.O" 1 13t-8" L 10'-iih" Viow 99-4%" AV 3- #5(B)x40 5#5(61j i r SEC11ON +11 '- 6" &74 x STRUCTURAL ENGINEER ABOVE LEVE 5 ROOF OPNG, so \,,��2- #5(13) W12x19 W1 2x1 9 Wol 2x ce.- 5(B) HAYNES W14ALEY ASSOCIATES COORD, SIZE # 11 — d I wi Ion 10 X8,-O" cdo 2A 9 tl .=035 x22 LOCA11ON W� Au 1B)x1 9 C040 9.0 INC, x o6 IL $.On C.0 7= 1 B)x30 @10 ,00co TO HOUSTON TEXAS I /1%ft ANN ELEV. 0. 4 ELEV, 06 1 co JA§6 Ln @10 #4(B x "O*C* 2- #5(B) 5-j5(@)21A' 0" MECHANICAL ELECTRICAL @6"O�Co XB,- O" W1 2x1 4 W1 20 4 W1 2xl 4 c� W1 422 0 DO A PC Ut 4 A I I r - 11 , L li PLUMBING ENGINEER _'A _� . " _ 'z 1 ) � E029 .0 3 — 21 �On E006 1%AA .36) IN f�� N _ / 5-#5(B)x44 A C) CD 9/sr ABS CONSULTANTS INC. 94 1 - ---A o - — - — - A "Id- I " JV N '�K F CgWx3o r Se 9�011 r LO x 1 /S5607 L � 4/S5aOl C) 3-15(B)x36 LLJ 1: C) DENVER., COLORADO 6- #5(B) -z"oo I SWm4 - SW=5 #4(Bjx24 -b 1 4z A� w LO Qm ji co CD INTERIORDESIGN cj x rn C:11 21 1 @10 eco W1 2x1 4 n I 7m led- W1 6x26 X8'-O" MAN x I 2-#5(B)x4 u co d< INIV) X 0woll"A4 I 2-#5(B) cK 4 WILSON & ASSOCIATES 2/S5oO7 m on 2- 91 3- #5( m x =I CN #5(B) o L co x8'- V�2-#5 'B)x1O'oO" `I /S5�07 (CO4 1 /S5*07 UO X8'-O" "ci x X N DALLAS, Tx E007 ':s 5/S5oO7 7/S5oO3 _u --WT2x14— _W`I2xw LIFE SAFETY , I I.- _ .w. 1 .01; 2-#5(B) Lu wwmw%�� I I 1 2 #5(B) (4 _+W1 426 cq I 12!-- 0" ARVADA, COLORADO _W8 _(TO' W139 12x14 (�'�' 4/S5.01 9/S5.03 x LO "T m 7 �2 Ad- 5 1; 2- #5 ,B)xlO 2/S5. 07 Clool -- - ---- W1 430 W1 0 12 Lo LO CID x14 cN U a4d- MD X X w x 0� C.) #4x8'- O" @ 6" Obc, EN 0 /6\ 04 2 6 A2 W12 72-t1(B)x12 9. 0" PROJECT NUMBER, 20941 ,00 a x8'- O" @ 6" 0 U0 4< em A ACROSSIN m 010 ACROSS INTERIO Ago F.F. EL. 8188 -5Yq'l TERIOR Ni fl:f T14 .OFTS: 1 1 4z 1 R* (+11 '-0" ABOVE LEVEL 5 SLAB) GIRDERS (TYPICAL) L10 4000 PSI NORM L-WEIGHT 1 /S5eO7 I C3 61-R-D Ek-S WI 5A L) ISSUE REVISION DATE ON 2" DEEP, 2 GAs 410 NI /S5,07 W1 426 W12x14 1 7 8/s fto r R,_ I I � W1 N30 cl co MSR COMPOSITE 6ECK (6 1 cz) 5/S5907 x m ICKNESS). DECK MUST BE GWr5.O7 n .8 #4(B)xl 6 @12"0. C. "d- 17 mcd- e. — lo — L CONCRETE HAS x U"' L4(B)x22'- O"@12"O.C. 2)oOF f C. #4(B)xl 6 1007 1 /S5*07 m W`I 426 x < CD D N464% M03 X x CHI:( . . . .. . . A m ol"%% W8x1 0 '1�� m m W120 0 00 C) LO Ln W1 422 qq- W1 2: 1 x x Tr ZZ.-�.- W14126 I LO AV - — - — - — - — E009 019 m m X 9 4/ -------------- CD % - — - — - — - L0 _ W1Ox12 LO a a LO 505 7 No 5�27 um) CD J4(13)xl 29 Mj0n4 m W1 0: 12 m Act- cm - - — - — - Ad- - — - — - - - - — - — - — � wluo � xi L MORE on 4-#5(B)xl 4 1 183 r"NA C> CDI ui 1 1 0 0 1 1 7 1 1 1 LO No ft C.L) ME) m C) x ci x jo`� I � C5 fln a LO 1 2 PPAINT W-1i M I 011INS& AMA SAMOA OMAN ANNA& mmm =MML WjL No goomewou A c%4 22 ) I - - — - — - — - — - — - W1 430 ;4 ;5 0 44 K vwmni W12 L) 00 1184 a 7 017 REVISION #7 10/19/07 =88 A cw> #48 -0" @ 6" 0 a C, cj . . . . . . . . . 00 a - 6 015 REVISION #6 08/10/07 2/8 C> CD Now; GIRDERS (TYPICAL) 5/S5o C*4 D ACROSS INTERIOR z 6 07 C5 IN I F5 4:::f�� I Lo� &014 REVISION #5 05/04/07 X "Rq;F" 1 2 a I Act Ad- C> C=) Co T/S5 KF7 c%q I I I x 60) to V, BRkE C- A 0 IBRAIC 7 IANA LO at . . . . . . 013 REVISION #4 04/ 12/07 I A 1-4 c x F x x wmr� x I �cc 12 C005 `!Z) Cl D V`0`A% 2 m m m 009 PERMIT SET 11 /17/06 Ad Ir I pv PO x - — - — - -- C) f fii 01 :122 .0" 416 1111 1 1 -#5(B)x40 -0 - �-#5(B)00 w ---- -- I Void- C41"7) 14 1O/S5,,O7 RK9 )o Z2�� x 6-14(B)x7 on 32 -4 - Wol 25 1 3-#5(B)x32 m I IT — — — — — — — — — — — — — — - CN W1 426 IL W1 430 Mid- . ammemilliql� ------ -411 =1 cl [7�J5(B x�1 �6m On (D Co 3-#5(B) A, I � IN!* I W) 11 /S5sO7 =WO90 LO co Y14,76" 7 77\7�17 4- — - — - — - .............. Ad- 5 S5,07 5/S5mO7 04 14(B)x33 )"@1O"O*C* 'AA m MILD REINFORCEMENT PLACEMENT NOTES Lw C ) Lco Net 3\.. 4-#4(B)x7 Mi W4- I I' < G _ I I I mm_wsmwwq� I BRO N W12x22 W10 12 W1 430 W1 600 1 . UNLESS OTHERWISE NOTED, ALL BARS SHALL BE EQUALLY SPACED — - — - — - — - — - — - 0013011100811 PRO AND PL� �CED WITHIN COLUMN STRIPS AS INDICATED. N MID CWD: D W C� TRUE F E 3) 2 W8x1 0 1 20� 1(Tff AND "(B)" DENOTE TOP AND BOTTOM BARS, RESPECTIVELY. LO NORTH < CT KEYP 5/S5*07 LO LO 3. UNLESS OTHERWISE NOTED, BARS SHALL BE CENTERED ABOUT "ME Ebu ' lt Colorado x14 x COLUMN. Ld UO U C) 4A PRO\jDE 90" STANDARD HOOKS AT DISCONTINUOUS ENDS, AS INDICATED, d< 1 /S5s 07 n of 5s BAR 6ACEMENT SEQUENCE: m ---- --- om x 0911 LEVEL MILD STEEL REIMFgRCEM !gM BA =WO92 L Ad- W1 20 4 9! A* LVI -WU) I BOTTOM BARS w SIXTH ENT ( 130 ,TT RS ) SIXTH AND SEVENTH T_ E SCALE: A"=l '-O" cw-op B. NOR1H -SOUTH BOTTOM BARS V FLOOR LEVEL MILD C. EAST -WEST TOP BARS — - — - — - — _=4 CEI!i I UL12i D. NOR1H -SOUTH TOP BARS STEEL REINFORCEMNT W1 20 4 CN I I - — - — - - MAINTAIN Y4" TOP AND BOTTOM CLEAR CONCRETE COVERS. BOTTOM BARS CENTER A2 AAA ADDED GRID LABELS 31 38 S2m65m2 0 32 34 41 39513 0 29 0 AL J Lo LO ( 50 )9 I C� \0 E , (,508 u dc) 50 507 U'j z - — - — - — - — - — -- - — - — - — - — - - - — - — - — - — - — - — - — - — - — - — - — - — - — - — - r �ql 3RAGE-C--2 UA — - — - — - — - — - — - — - — - — - — - — - — - __;*4 :C0:2D3 i5i 0 rf Q41 !D3 ( 5 6j 506 C)l 5- #7(T)x28#.0" Q=028 I . . . . . . . . . . . . . . c k 5 4w C� 1 01 C) co CID x C*4 00 x EN - - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — L 8- #5( )x28 C:), J/ X17`�O" uc C031 on OWNER/DEVELOPER FO 1 13 159-2" 12'- 4" SIXTH FLOOR LEVEL MILD STEEL -4 CNI it- i L >1 I�029 ) Q0 =30 ) 21 ) � oI D 2 REIMFORCENEMT ( TOP BARS ) LO qq- VAlL RESORTS rn c� c� In LO LO ft 12-#5(1)x2O'-O" U-3 i CD mum — - - - — - SCALE: Hh" V� _4z ti DEVELOPMENT 1.0" CD qq- r I C431 15-#5(T)x37 I.Oft x . 4 1 1 6 1 15-#5( x24 COMPANY - t E ED AVON COLORADO 1 /S5,07 _ _fT r - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - - - - — - — 3- - — - — - a 5____8 — - — - — - — - — - — - Wi Ox1 2 4111- � I I — - — - — - cm 4) x CRE) C032 CC 0:3 3:: �[ 2/S5*07 - - — - — - - — - — - - -1 =12 E030 I t M:) DESIGN ARCHITECT 5/S5,07 i5R CN EN 28\1 c%j uj n 11L#5(TF)x20 Lj I Ae2�� a a 3: 5/S5oO7 IIIIIIIIR =E -- 002 c"NI ck:: w ul a , �!!c W1 430 2/S5* 07 =Ik C) m t 4 40 L6 m 8- 5(nx48 on 3L C) CD 7 00 CD Denver, Colorado I Mil LO wiOX112 (7 N1 Ox1 2 2-#5 1 1 1 1 LO C) 00 3/S5a03 on 4z 1 LNC�or 1 /S5s07 NI 2- #5( CMj) C016 L I W164 36 F. 0 or 00 A2 \0000� x me k #5 'Ad- .. I, - ST 02 1 1 ARCHITECT OF RECORD Ii I I (nx24'_O"@10"O'C. Z*h T => I � 0" A GLOVER SMITH BODE INC, X10 c:I #5(T) I m I a OKLAHOMA CITY, OKLAHOMA 3/S5*03 _c%4 c%4 x .0" Bosco I x � 11 11 � W1204 3-17(T)x32 2-#5(T) Z-to� I )xq -u 1 0 X8,-O" — - — - — - - W1 4x26 c"k4 *% ALPINE ENGINEERING, INC. I 2-#5(T)xlO 2-#5(T) A6 co VAIL, COLORADO 7jS 5 1.�O3 N I I A X8,- O" 1�xl cr) on 5/S5sO7 8-#5(T)x32 x - - — - — - C:11 W12x14 7 1 tN - E032 ui A In E004 LANDSCAPE ARCHITECT IV % I 7 1� , A foo 3t 0" MATCH LINE AmA /A2"OsC9 /S5oO3 C) S E GROUP LO I %% m 2-#5(T)x� on col 7 /e-#5(T)xl 2 Mco 1 x X BURLINGTON, VERMONT C=) C) r777 427 I .On 1 . 8" B.O. DECK EL @ FLAT 0 x ML W1 6x5 1 @1 1.0" 11 13 lot-114" 10jos" gf- 4 OK y 8-L5M00 0.0 T 01 1 0`1 SEC11ON +119-6" SEE DETAIL 01 / r #5(T)xl4 " 1.//\ 71 5Tx W, LO STRUCTURAL ENGINEER ABOVE LEVEL. 5 ROOFOPNG. F '�A A I mst �2- #5(T)x8'- O" 61 - U . - W1 20 ful W12x19 W12x HAYNES WHALEY ASSOCIATES a IZE p A 5(T) wl 273 kiL28 n 035 C14 x wj IIEVI a X8 C6 col J5(j)xl 9 11.0 1= —1 --1 -s md 0" C040 INC, TR) u 16ju ELEV. 0. 4 �X ELEV. 0. 5 #5(T)xl 4 6 /%� co — ------------------------ I— JZL 5( a x0 6" r M o. c. a & T) 3 7- 5(M4AP _O" W1204 W12x14 W12x1 4 MECHANICAL ELECTRICAL @6"OoC6 4 PLUMBING ENGINEER W1422 E006 Ic 0 00AP17 1111 JA ... ..... - ... ... L6 2461 ABS CONSULTANTS INC, c� x30 r C) TE) 1 /S5.07 7 Offi � 4/S5,01 .on uj CD #5(T)x2b C) SW-4 8-#5(T)x36'-O" 8-#5(T)x44!-O "W =0 - - — - — - I a I I 1 0 uj LO INTERIORDESIGN "q;;Z;7p C� I " 2-#5(T) -�` C*q W16x26 co n I a 1 @18 x I X r 1 .0" 6 2/S5* 07 z L I 2-#5(T) '- #5(T) 2-#5(T)x4 .0 X8 1 4-# 100 C041 W12x14 G WILSON & ASSOCIATES co C> 1. 0" x I c%4 co co 2-#5(T)xl 0 -------- --------- -- m Ar N DALLAS, TX 1 /S5,07 1 /S5* 07 Ni x8'-O" x8'-O" qm x X 5/S5407 7/1 6- #5(T)xl6 x LIFE SAFETY 774;j 41 0 1 1 rn I uj ........ t. 0" 0 1 1 � E � BCER ENGINEERING INC, 124(nx24 p 12-#5(T) - — - — - — - -W12x -#5(T)x4'- O" 0 r' W x26 COLORADO d< ---------- 4/S5wO1 9/S5aO3 ------ 0 — - — - — - x24'4" - IT _I ARVADA, __�12xi 4 LO . ...........mm,"',= i 1 6 LJ ry2 Lo ... ...... m .......I CI C) (42 2/S5,07 W14x3O 72S11 - #5(T)xlO'- O" Z L6 W1 0: 1�2 00 um) A2 11111211111111 W12x14 b SIP C%4 EO 4 X Lu X 1. 0" X x I PROJECT NUMBER, 20941 ,00 #44- 01" @ 6" OsCs cq C) 0 Z.6\ I'p 2-f ii (T)A2 T14x8'- O" @ 6" 0. 01 LO .OFTS: zw� co ACROSS INTERIOU I Am ACROSS INTERIOR LO A2 L _ a F,F, EL, 8188'-5y2 lu L 5 SLAB) GIRDERS (TYPIVAL) up) I X 4000 PSI NORM L-WEIGHT (+11 '-0" ABOVE LEVE 1 /S5e07 C) C) GIRDERS (TYPI6AL) ISSUE REVISION DATE to 1 /85*07 1 ON 2" DEEP, 2 GA* `)A wl W12x14 F B/Slk W1 426 a 2 0 11 ---A II_ " I qqupr — I I - _1� - — C) c� to MSR COMPOSITE bECK (6 1 � I III) n I 1 3:: . I � I x x 5/S5,07 C44 ICKNESS). DECK MUST BE GM5*07 A7 Is') L CONqRETE HAS D.On I 6- #5(T)x1j #5(T)xl 8 1OO7cU0F fc. 1 /S5,07 14: FACE OF COLUMN 1 @1 8"Obc, CD W14x26 N STRIP C11 It. ED F R §X" THICK SLAB WBA 0 m C) CD 7 x M20 I I I I op 00 - - - - - - - - - 4 - W1 211 W1422 - - - - - - - - - - - - - W1 26 - — - — - — - x x 1 1 .0" 1 cmmy 14-#Z(nx24!-O" 1 1 11 r"III_ 11 1 1 14-L7(T)x24 9 48" MD 1 - 1 11 — C) - — - — - — - I— W1 0: :12 U-5 — W co I :EO:�2:7:) LO 205 W1 0: 12 1 1 X - — - - - — - — - — - — - — - — - — - — - — - — - - - — - wmi on 11 -#5(Dx24 CD N086 Ax U'i C) C) I b LO LO IN a I uci) 00 1 < I 1 7 rA I 1 `0 1 Rp ,&Fp w-11 w � � � � L — - — - - - 1%141 C.) co I I = I CCO5 W11 W1 430 7 017 REVISION #7 10/ 19/07 '7 W1 2 00 7 1111111131 11 i =WO88 1 00 1 #44-07 0 6" OsCo 45 & 015 REVISION #6 08/ 10/07 ACROSS INTERIOR D /6 LO #5(T)xlB 0 12/1 #5(T)xl8'-O" a 00ce R 1 @1 sp CIS! a I I 1 &014 REVISION #5 05/04/07 GIRDERS (TYPICAL) 5/S5.07 1 0 I I I a cq @18"O,C, X 00 1 1 /S5,07 ACEk-1 013 REVISION #4 04/12/07 BRkE C-1 BR L. . . . . . . . . . .c=L � .j x up) 7 LO 1 009 PERM[TSET 11 /17/06 x qd- C*4 L0 N ID F- 77 0 a BRONT�MT22 416 1 0-#7(T)x60 on 417) 10/S5607 on 2 #5(T)x7 iz I 4f] @12"OeCe 8-#5(T)x3 LL5M2 -0!— - - — - — - — - — - — - — - W14x26 W1 430 c%1 MILD REINFORCEMENT PIL co s,41 �9-#5(T)AC-O" 9-#5(T) ACEMENT NOTES I I � 0" 144- 1 C) 77P 71L�� 2 1 10 11 /S5o07 =WO90 1 & UNLESS OTHERWISErNOTED, ALL BARS SHALL BE EQUALLY SPACED x14 9i LO AND PLACED WITHIN10LUIMN STRIPS AS INDICATED. — - — - — - 5 S5wO7 W w CD (T) AND u(B)" DE40TE TOP AND BOTTOM BARS, RESPECTIVELY. L5(nxI32 Om@12"06C* c.) 5/S5,07 1 26 L0 4< En CD m Em 3. UNLESS OTHERWISE N )TED, BARS SHALL BE CENTERED ABOUT THE #5(T)x7 1 COLUMNI, c 3 1 — �I - — - I IBRO I N' W1 2x22 W10 12 W1 430 W1600 c 012"OoCo — — — — — — PROJF= El 09 NO�H L� L ai) "C3 I Fr 2' MID 4a PROVIDE 9q SAT D HOOKS AT DISCONTINUOUS ENDS, AS INDICATED, TR�E wi "DA C) N TH W8x1O LO OJECT KEYP 17 1 =wi 3 1 5. BAR PLACEMENT SEQUENCE C*4 1 5/85aO7 LO LO W, I -WEST BOTTCA BARS A c"114 A. EAST AFEbu � l + C� Oforado x14 B. NORTH-SOUTH BOTTOM BARS IN I i!!ftm: 5i I A I C. EAST-WEST TOP BkRS < 1 /S5.07 00 r Of D. NORTH -SOUTH = I BARS m "MCEM =WO92 MAINTAIN ;Y4" TOP Ah ) BOTTOM CLEAR CONCRETE COVERS. SIXTH LOOR LEVEL MILD STEEL REI " F ENT ( TOP BARS ) SIXTH AND SEVENTH W12x14 LO E SCALE* %".l '-O" V FLOOR LEVEL MILD Z SEEL REINFORCEMNT W1204 IS TOP BARS CENTER A2 Ala ADDED GRID LABELS 31 38 S2m66m2 I I I I I CI I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I — — — — — — — — — — — —— __ __ — __ — — — _ _ — — — — — — --- I — — I I I I 11 I I I I I I I I I I II I -_ - _ _ __ _ - - I I I I I t I I I I ,^n� ,=fm,�� 5I � � � ��g�!,�� ,,I, I VO� V00 1 ,p _ "I,I I p O� etaee"�Ojl I,-� '1�,i , A I I I I � � , ,�k i 1�il IN * cp � 00f I V, ,� n , 11 2� kp I .1 � 11 V W, _t�i �� ; I, a 43 1 00 I st Q:� 0 'I k a 0 1 a - I 0 0 1 I �u a 00 .I 4 I 11 32-513 0 1 1 I - �3 % 'it � I I 0 /% y � i, � 0 60 0 I � , qat I ab ty I ;T% I 0 04� 11� � �e �� I I V A, �� 1111r`ll ip,�, 04000*066, %� If J I I . I � a cl_ j 11 I I ; � I I I ,�"�1'00,�IV04L I" ��#I ; I �� i � , " i I I I ( 2 I � I I I I i rl__� I i i y .000m%� �� I I III .I` � - - --� 'I. 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I I I I _ _ _ ___ . i 014 REVISION #5 05/04/07 1 1 1 1 1 Z& I I , I I I I I I I I I I - --- --- 1 7 , I I I I I I 00 00 0 1 18 9 0 0 38 6 U�) 0) ( qq- 6 "III, I �nl�I � a� _uIfI�I �_�� I - I- I I I I N N n I I r ��r, P,t r lr�tt 7 f r� ,r� pt`k � I , � I f, �, I m m m I I, � , ,� I III i I 'k " , L 14 'i 0 ( � r4� 4 tjtli, p I � j , � I I � ��p �, I """,11- ��,�,I� I I n I i I I I I I rppD Ri 2('I I �d I . PROJECT , 9 r fl I NORTH I r �,�j � U 'f", k) 9 ) 1 TRUE I NORTH I r AJECT KEYPIAN I lr � I 9 � _ � ` ojorIII% ; s i " bL019t 1� Ia f el - IN 1 CARDEN LEVEL LANDS &CPAPE WALLS I �- __� .....j I � (I rl_� VV(1) t: SCALEo IA6 n=10.0" f � y I s I � �N I ,` I I I I I I I A5 I I I I I I I Fwmq � �_7� \ , Z [`� I� �� I I I �� Fl� . I � I I,, - . 6I I- � I, ,_I% I � . � � I I f I f �m I I � � I I L I� -I i I J 1� I- 11 V I I I T, I : : _,_,, I,.I,II I , �I � ____ I � T I � I � i .t I 11 11 � j I 4 �I - I 1 , I ir I H i � � � I � � . " 1-T ' _;�M ; 1 I�__, I i _ji � I --I � f- D- E . - � � ""k, �I;r � i - m4_ I �I=1 -I I MIJI � 15,�� 4.;, � � I 11 j I I I If I I I - __ _ _ _ _ I S2m7O I I I I I I 'I I GROUT DOWELS WITH 5000 PSI NON- GROUT DOWELS WITH 5000 PSI NON - SCHED. C.I.P. COL. SHRINK GROUT AFTER STRESSING SHRINK GROUT AFTER STRESSING BEYOND NOTE: OPERATIONS ARE COMPLETE. OPERA11ONS ARE COMPLETE, 9513 CAST STONE CONNECTIONS TO STRUC11JRE TEMPORARY WAH SHORING SHAH SCHED. C.I.P. COL, TEMPORARY WALL SHORING SHALL TO BE PROVIDED BY THE STONE SUPPLIER, � " REFER TO ARCH. DWG'S FOR ADDL BEYOND REMAIN IN PLACE UNTIL GROUT REMAIN IN PLACE UNTIL GROUT C. I.P. BEAM _91 v Uk, ATTAINS DESIGN STRENGTH, ATTAINS DESIGN STRENGTH . INFORMATION, TYPICAL 777TV IVAL 3- #s TOP & BOTTO FIN. FLI TERRACE Z It LEVEL, EL. REs PLAN SLAB ON GRADE HOOK AT ENDS. BY OTHERS 4120M AMOD 032M 62MM 0000 001m vulmop GISIOD AMaND COMED ISNED commas suma temam Q§§MR amob 40mant RE: SHEET S6.01 RE: SHEET S6. 01 C.I. P. BEAM C616136 FOR CMU REINF. FOR CMU REINF. BEAM -#6 EACH 2 FIN, FL. CONDO #4 @ 12 OvC& LEVEL, EL. RE: PLAN % HORIZ. EACH FACE C.I .P. BEAM � mmp emomm onamp a0mtaw SMS& 0=to 40,01 dattt, 11 If #6 @ 12"06C6 GROUT DOWELS WITH 5000 PSI NON- VERT. EACH FACE SHRINK GROUT AFTER STRESSING C) 77/_17.... 6 tI OPERATIONS ARE COMPLETE, 1 RE: DET. 1 FOR I TEMPORARY WALL SHORING SHALL REINFORCEMENT #4 HAIRPIN( ah z REMAIN IN PLACE UNTIL GROUT M' 166 J0 @ 12" O*Co [ALTAINS DESIGN STRENGTH. HOOK AT ENDS. 6 >/ 2-#4 CONT, A ---- - - - - - � R . t td Nutt, GROUT DOWELS WITH 5000 PSI NON - CD NOTE: 6 A 4 N% woo SHRINK GROUT AFTER STRESSING NOTE: OPERATIONS ARE COMPLETE. Nttt� A AT C.I.P. GIRDER LOCATIONS, DESIGN THE A REFERENCE PRECAST BASEMENT WALL 4 Id TEMPORARY WALL SHORING SHALL z I A A PRE-CAST MEMBERS FOR THE LOADS J - - REMAIN IN PLACE UNTIL GROUT 11-4" NI C.I.P. BEAM SHEAR PLANS (S1 .10A, S1 *20At & A 40 6 . . I . ATTAINS DESIGN STRENGTH, A GIVEN ON PLAN OR SCHEDULE (TYPICAL) 0 s zt 1 #4 STIRRUPS S2600A) FOR DESIGN INFORMATION TYP. � .1 t I 1 14 4 @ 10" Oaco z I VI ttf�,4�.I 1 1. j I,I L I L� __-d77777777= 11777, 4 d,4 1 -0 ad 2-#4 CONT* 1 .4 1 . 4 . PROVIDE CONT, BOND BREAKER PROVIDE CONT, BOND BREAKER I A IV AA\ I .44 #4 HAIRPINS 4 DOWELS PROVIDED BY 4 @ 12" ObCo DOWELS PROVIDED BY 4 PROVIDE CONT. BOND BREAKER PROVID T, P/C MFR1ER TYP, P/C MFR9ER TYP. A V 4 . '61 t 1 4 DOWELS PROVIDED BY DOWELS PROVIDED BY P/C MFR1ER TYP, r 4 P/C MFRER TYPI 4p7 A, PROVIDE CONTI. BOND BREAKER A A 4 0 I = 4 + I I+ CONNECTION BY 4+.4 CONNECTION BY A CONNEC11ON BY 14 DOWELS PROVIDED BY 11 + i PRECAST MANUF1 A PRECAST MANUF. I * PRECAST MANUF, P/C MFRtER TYP, z xa + A . CONNECTION BY IV A 4 1 I I WWF, SEE PLAN (TYP.) I t I + I PRECAST MANUF1 1 4 I I A 4 CONNECTION BY a ONC. TOPPING (TI FIN. FL. UPPER BASEMENT PRECAST MANUF. A 4 4 .4 LEVEL, EL. RE: PLAN (TYPO) 4 , OWNER/DEVELOPER C=Mb tamom COMM a I I I ! I I i I 1 12 4 � IMERID ammammsa� amaadbMm � MID Oe ee 00' 04, A ee + A + VA + &j I + I I I I I I I A + 4 7-0 DEVELOPMENT 4 A . 4 P/C STRUT 4 4 + COMPANY 4 1 4 4 4 A "d P/C DBL TEE Iz< I I I A Bm 4 AVON COLORADO A At P/C PLANK t t 4 + 4 t 4 t 14 At +4 + P/C DBL TEE A P/C DBL TEE t 1 . 4 4d 4 4 + t A P/C DBL TEE 4 t I IV t I to I I + I I 'I t DESIGN ARCHITECT A+ .... . . 4 + CONNECTION BY 1 44 V < 4 CONNEC11ON BY P/C BEAM A 4 PRECAST MANUF. + . 4 4 I P/C DBL TEE 4 t I t 4 1 44 +4 P/C WALL PANEL A + P/C BEAM P/C WALL PANEL t P/C BEAM P/C WALL PANEL P/C WALL PANEL 1411 1 2 4 P/C WALL PANEL t 4 40 4 + t 4 4 1 1 14 41 . A 4 V Denver, Colorado 14 I I Ad + I At 4 . .4 I I + I II A 1. 1 1 4 + A I I I ARCHITECT OF RECORD 44 4 4 GLOVER SMITH BODE, INC, t + OKLAHOMA CITY, OKLAHOMA + 4 + + PERIMETER DRAIN A 4 4: CML ENGINEER 4., REFER TO DET. 1 FOR IA A ALPINE ENGINEERING, INC, BY OTHERS (TYP.) t I . REINFORCEMENT, TYP. U.N .0 . +� t + + 4 TREADED INSERT BY 4 + VAIL COLORADO t 1 4 A . 4 PRECAST MANUF, (TYP.) LOCATE PER DEWATERING 1 4 1 14 4 , + UNDERDRAIN DRAWINGS 9 SLAB LINE ADDL 3 #5 TOP 4 LANDSCAPE ARCHITECT #4 CONTe x 8 1.0" DISCONTINUED .4+ S E GROUP + +4 b t BURLINGTON, VERMONT t #4 DOWELS BOTT. REINF. t t A 4 4 ;a . + FIN. FL. LOWER BASEMENT r LLEVEL, EL. RE: PLAN @ 12"O.C. TYP, ADDL 3-#5 t 4 TOP & BOTI t 4 � STRUCTURAL ENGINEER 4 Cal GMED GIMUND gtgtgt GMMM HAYNES WHALEY ASSOCIATES, TOP OF t I . INC, ALL FTC. t I t W t . . HOUSTON TEXAS 0 MECHANICAL ELECTRICAL L #4x2'-O" DOWELS @ 18" OoCs PLUMBING ENGINEER ABS CONSULTANTS INC, DENVER, COLORADO \-- CONNECTION BY . . . . . . . . . P AST MANUF. (TYP,) 4 INTERIORDESIGN 2- #6 CONT, TO to WILSON & ASSOCIATES 9. 0" a. 0" 19. 0" DALLAS, TX PAIR OF #3 @ e. 4-#6 CONT. BOTT, TURN FTG. DOWN AT op do m SCHED. F001ING SCHED. FOOTING 7" 00co 9. 0" UNDERDRAIN LOCATIONS, LIFE SAFETY di V 3 3 9.0" 2t- 6" BCER ENGINEERING INC, ARVADA, COLORADO TYPICAL WALL FOOTING CROSS SECTION AT PROJECT NUMBEK, 20941 ,00 SECTION UNDERDRAIN ( ALL WALLS ) 2 SECTION 3 SECTION 4 ISECTI ION 5 SECTION SCALE: X2".1 '- O" SCALEo X2"= 1 '-O" SCALE* W-4-0" SCALE: X2"=1 '-O" SCALE: Y2".l '-O" SCALE� Y2".l '-O" ISSUE REVISION DATE .. .... . ........ .. .... 7 6" SEE PLAN C614136 BEAM FIN. FL. TERRACE EL. RE: PLAN RE: SHEET S6.01 FIN . FL. TERRACE SEE PLAN e. 04 7 LEVEL, EL. RE: PLAN 7 FOR CMU REINF. LL: uj SMED mew Sffi� 4=ffi* 60002, 00130t =1M 010M INCOME, t2=t& assma eummie, tmomms, camma comms zm� amzs mm� summa C=SD 60200 ffiffim Amato emmmol tG20ta RIMP 020SIb ORMa #40 1-0" LONG SIMM ---- ---- CLj NI #4 @ 12DOoC* TOP & 8" 1.0" #6 @ 12006c, 2 tat SEE PLAN e. SEE PLAN L00 _ BOTT. EACH WAY, DOWELS @ 12"O,C, 04 rN P VERT, EACH FACE C.I.P. BEAM 7 ADDL #4 HAIRPINS FIN, FL. CONDO C.I .P. BEAM #5 @ 12 Oct RE* HAIRPINS LL EL, EL. RE: PLAN #4 @ 12 OoC& 0 @ 12"OaCe DET� 7 z: HORIZ, EACH FACE VERTICAL FOR ADDL I uj ADDL #4 @ 12"OoCo j 0 W.P. BEAM @ 12"O,C, amass 01200D A� mogm tMOMM tt, GROUT DOWELS W/ 5000 PSI NON- CD smuma I SHRINK GROUT AFTER STRESSING RE: DET. 5 FOR 00 ema A 01R REVISION #7A 11 /02/07 OPERATIONS ARE COMPLETE, At%, I TEMPORARY WALL SHORING SHALL ADDL #4 HAIRPINS =20 pig $ uj 1 6 REINF. INFO. SELECT. 017 REVISION #7 10/19/07 6 @ 12"O,C, 46 I COMPACTED FILL REMAIN IN PLACE UNTIL GROUT I I V w w 00 ATTAINS DESIGN STRENGTH. r It CD 015 REVISION 6 08 10 07 I -zr-T x ) A A Cq BEAM BEYOND C%4 #4 @ 12"OoCo L6 ADDL #4 HAIRPIN 6 A ADDL #4 @ 12"OeCo 014 REVISION #5 05/04/07 HORIZONTAL @ 12"0,Co 01 y \ SCHED, RENF. PER 7 S3. ADDL #4 @ 12"OoCo m a ' A 013 REVISION #4 04/12/0 t* GROUT DOWELS WITH 5000 PSI N A .0" I GROUT DOWELS WITH 5000 PSI NON- 4 2 SHRINK GROUT AFTER STRESSING J7 2 .0" SHRINK GROUT AFTER STRESSING 009 PERMIT SET 11 /17/06 Lj 4 A 00 C�l 0 51 1 4 6 C.) co OPERATIONS ARE COMPLETE. (n OPERATIONS ARE COMPLETE, VIA GROUT DOWELS WITH 5000 PSI NON. TEMPORARY WALL SHORING SHA 9t A TEMPORARY WALL SHORING SHALL GROUT DOWELS WITH 5000 PSI NON- co REMAIN IN PLACE UNTIL GROUT 2 2 SHRINK GROUT AFTER STRESSING /V V. - 4 X%� 2'-0" 2 on E AIN IN PLACE UNTIL GROUT . 0k SHRINK GROUT AFTER STRESSING M ATTAINS DESIGN STRENGTH, - OPERATIONS ARE COMPLETE, T I 8" Lil 4 OPERATIONS ARE COMPLETE, 4 U60 TEMPORARY WALL SHORING SHALL rA TANS DESIGN STRENGTH, V40 TEMPORARY WALL SHORING SHALL -6" REMAIN IN PLACE UNTIL GROUT REMAIN IN PLACE UN11L GROUT 4 3-#5 CONT. - 4 .' L ATTAINS DESIGN STRENGTH, SELECT. TOP OF it. on IV . I I ATTAINS DESIGN STRENGTH, P/C WALL #5 @ 10"OoCs RENF. PER 7/S3.01 8" V-2 8" 4 01 C.I.P. BEAM A EL. PER COMPACTED FILL 4 44 4 SOILS REPORT 20-6" 4 PROVIDE CONT. BOND BREAKER (TI V� A- 4. 4 >/011 1. .1 1 P/C WALL LD J PROVIDE CONT. BOND BREAKER 4 1k DOWELS PROVIDED BY . 4 4 I lid P/C MFR1ER TYP, 4 DOWELS PROVIDED BY 4 4 'ROJECT PROVIDE CONT. BOND BREAKER F E 8 2 6 2 [)' V .4A 04�\ P/C MFR#ER TYP, P/C WALL . 4 44 4 TRUE DOWELS PROVIDED BY 4 1: NORTH 4 P/C MFROER TYP, P/C WALL \\"P/C WALL P/C WALL 5 u ora . 5 U SECTION SECTION SECT ION 10 SECTION FOUNDATION SECTION SCALE: W-4-1)" SCALE* lhw-.l '-Om SCALI 1h"=1 '-0" SCAI E: W=V-0" SECTIONS & DETAILS L"" u' Y OTIE Aj 7 CONTs7 V? 72- S3mO 3951 3 1 . 0" C416 0 CONCO L 7 REINF. W/ #5 @ 12" O.C. VERT. EA. FACE. & #4 @ 12" O.C. CONT. '9/0 HORIZ. EA. FACE AIAL 7 GROUT DOWELS WITH 5000 PSI NON — GROUT DOWELS WITH 5000 PSI NON— SHRINK GROUT AFTER STRESSING SHRINK GROUT AFTER STRESSING OPERATIONS ARE COMPLETE. OPERATIONS ARE COMPI ETE. SCHED. C.I.P. COLO LIP 2 l.oft u BEYOND FIN, FLO, TERRACE CI 40 11F TEMPORARY WALL SHORING SHALL TEMPORARY WALL SHORING SHALL LEVEL, EL. RE: PLAN ------ REMAIN IN PLACE UNTIL GROUT REMAIN IN PLACE UN11L GROUT e. GROUT DOWELS WITH 5000 PSI NON — ATTAINS DESIGN STRENGTH. ATTAINS DESIGN STRENGTH SHRINK GROUT AFTER STRESSING OPERATIONS ARE COMPLETE. TEMPORARY WALL SHORING SHALL FIN. FL. FIRST FLOOR REMAIN IN PLACE UNTIL GROUT ma l � Q01m clum Q10i Gill 4511MOO Gill fflll�lmtl gimm QII rr ATTAINS DESIGN STRENGTH. C) 7 L6 6 %] CD� Os A A > C.I.P. BEAM 6 I & ROVIDE CONT. REo 5/l OND BREAKER FOR REINF. (TYPO) � - / C.I.P. BEAM, SEE SECT. op A 1 /S3,01 FOR REINF. ------------- c DOWELS PROVIDED BY \'.� C,I ,P, BEAM Le NOTEo P/C MFRPER TYP. REa DET 5/1 FOR CAST STONE CONNECTIONS TO STRUCTURE REINFORCEMENT (TYP) PROVIDE CONO GROUT DOWELS WITH 5000 PSI NON— PROVIDE CONT, TO BE PROVIDED BY THE STONE SUPPLIER, PROVIDE CONT, A U OJ REFER TO ARCH . DWG'S FOR ADDL < �IiR IN 1=4 BOND BREAKER OAND BREAK SHRINK GROUT AFTER STRESSING BOND BREAKER / 7 \ INFORMATION, TYPICAL, OPERATIONS ARE COMPLETE. TEMPORARY WALL SHORING SHALL DOWELS PROVIDED BY DOWELS PROVIDED BY DOWELS PROVIDED BY REMAIN IN PLACE UN11L GROUT 4 121.0" P/C MFRlER TYP. P/C MFR'ER TYP. op 2 P/C MFROER TYP. C,I,P, CONC. WALL REINF. W/ #5 Iff ATTAINS DESIGN STRENGTH. A @ 12" O,C, VERT. EA, FACE. & #4 @ 12" O.C. CONT. HORIZ. EA. FACE 2$. On 7 Is do GROUT DOWELS NTH 5000 PSI NON— MCI P/C WALL PILASTER P/C WALL PILASTER BEYOND SHRINK GROUT AFTER STRESSING BEYOND PLO "B" 0 51- 0" O.C. (TYP.) OPERATIONS ARE COMPLETE. (GALV.) TEMPORARY WALL SHORING SHALL GONNEC110N BY FIN. FL, CONDO BASEMENT 7 PRECAST MANUF. (TYl REMAIN IN PLACE UN11L GROUT LEVEL, ELO RE* PLAN ATTAINS DESIGN STRENGTH. SCHED, REINF. A P/C WALL PANEL < :'16 Z6\ #4 CONT TREADED INSERT BY FIN. FL. GARAGE 2 �000 OWNER/DEVELOPER a PRECAST MANUF. LEVEL, EL. RE: PLAN PRECAST MANUF. @ 12" OoCo C> r U QMI QIl elill Q15I GROINIW011 DEVELOPMENT �O Oil U) 6 z FIN, FL, UPPER BASEMENT I < POUR STRIP COMPANY L LEVEL, EL. RE: PLAN p AVON COLO 0 Ol 41 aimmim Q11i Qill �II COLP. BEAM 7V 7 PC Cs RE: DET 1 /l FOR AFTER STRESSING OPERATIONS ARE led- Z, DESIGN ARCHITECT x L5x5xy8XO —8" @ 51-10" O,C, (GALl WELD REINFORCEMENT (TYP UNO) SCHED. A COMPLETED. (TYl ALONG PERIMETER.) C.I.P. BEAM Z4 n 6 RE: SECT 5/1 2 < < 1 FOR REINF. 4 40 1"10" 1 '— 4" PROVIDE CONTI. T)ID BOND BREAKER 4 $it GROUT DOWELS WITH 5000 PSI NON— Denver, Colorado SHRINK GROUT AFTER STRESSING PROVIDE CONT. P/C DBL TEE P/C DBL TEE BOND BREAKER OPERATIONS ARE COMPLETE. DOWELS PROVIDED BY < TEMPORARY WALL SHORING SHALL ARCHITECT OF RECORD P/C MFR'ER TYPO < P/C WALL PANEL P/C WALL PANEL DOWELS PROVIDED B REMAIN IN PLACE UN11L GROUT P/C WALL PANEL 46 2 9. 0" ATTAINS DESIGN STRENGTH. GLOVER SMITH BODE, INC, P/C MFR'ER TYPO L L_ OKLAHOMA CITY, OKLAHOMA. A < CIVIL ENGINEER ALPINE ENGINEERING, INC, < P/C WALL PANEL < < VAIL, COLORADO LANDSCAPE ARCHITECT .6 S E GROUP BURLINGTON, VERMONT < A6 STRUCTURAL ENGINEER HAYNES WHALEY ASSOCIATES, INC. PERIMETER DRAIN TREADED INSERT BY HOUSTON, TEXAS BY OTHERS (TV. ) PRECAST MANUF. (TYP.) TREADED INSERT BY #4x2'—O" DOWELS @ 18" OoCa < PRECAST MANUF. MECHANICAL ELECTRICAL FIN . FL, LOWER BASEMENT PLUMBING ENGINEER (TYPO) LEVEL, EL. RE: PLAN ABS CONSULTANTS INC, DENVER, COLORADO FIN. FL, UPPER BASEMENT < POUR STRIP emi Qml dill QOl al "I �IMOD Gill eill aml� GRM climilm 002M QII �ll gimm mi m OgOIIIIIIII�Il Ill : mail I ---— --- - 4* ILL illmosmill LEVEL, EL. RE* PLAN INTERIORDESIGN st Cs F- CD 01 WILSON & ASSOCIATES DALLAS, TX 6 7�7R�U BCER ENGINEERING INC. ARVADA, COLORADO RE: S1 /3. 01 FOR NOTES 4 PROJECT NUMBER, 20941 .00 V-0i" i '-0 Is is. SCHED. FOOTING z SCHED, F001ING SCHED, F001ING ISSUE REVISION DATE 3 1 . 091 7 A4 P/C DBL 1T`EE SECTION 2 SECTION 3 ISEUION ISECTION P/C WALL PANEL . 1I.On : I 11111i I I SCALl Ih"= l '—O" SCALE# h" 1 SCALl Y2"=1 '0" SCALl V2"=l '—O" GROUT DOWELS NTH 5000 PSI NON- SCHED, SHRINK GROUT AFTER STRESSING 7 1.010 OPERATIONS ARE COMPLETE. 4 COLP, CONC, WALL REINF. W/ #5 1 TEMPORARY WALL SHORING SHALL A OF @ 12" O. C. VERT, EA. FACE. & #4 ADD'L HAIRPINS @ 12" REMAIN IN PLACE UNTIL GROUT RE: ARCH @ 120 O, C, CONT, HORIZ, EA. OoC* W/2 #4XCONTO 1404 SEE PLAN 00 ATTAINS DESIGN STRENGTH. FACE FIN , FL. GARDEN LEVEL < LEVEL, EL. RE� PLAN FIN. FL. TERRACE A CA.P. BEAM GIRDER BEYOND GROUT DOWELS NTH 5000 PSI NON— LEVEL, EL. RE: PLAN 16" LZ = Ol'� Top & LAJ < #4 @ 14 SHRINK GROUT AFTER STRESSING Dill. Gill Gil dill Glill OPERATIONS ARE COMPLETE. GROUT DOWELS NTH 5000 PSI NON— st TEMPORARY WALL SHORING SHALL RE: DET. 7/S3.01 CD SHRINK GROUT AFTER STRESSING REMAIN IN PLACE UNTIL GROUT FOR ADDL INFO. FIN. FLO CONDO BASEMENT LA 018 REVISION #7A 11 /02/07 OPERATIONS ARE COMPLETE. ATTAINS DESIGN STRENGTH. LEVEL, EL. RE: PLAN qu 0 0 FIN. FL. LOWER BASEMENT #4 HAIRPINS TEMPORARY WALL SHORING SHALL 1 —#4xl2 1 .0 FIN. FL TERRACE LEVEL, EL. RE: PLAN 017 REVISION #7 10/ 19/07 REMAIN IN PLACE UNTIL GROUT @ 12"OeCe LEVEL, EL. RE: PLAN TOP OF MANHOLE 015 REVISION #6 08/10/07 ATTAINS DESIGN STRENGTH. CD Sil I I rr COVER +8119.2 4—#4 CONT.—\ gill ill dlIf 11511 RE* DET. 5 FOR [77 9 � 'i L on e #5 @ 12" 09C, 3—#6xl2 REINF. INFO. 6 > � /.4 .013 REVISION #4 04/12/07 COIJ cn 113 , 931 , i4ili kill IN w C) ADDI 5—#4 CONT �l"llll""`%l Ilk 1 51 1 a LINE F BRIDGING 1,4 L I I T ad 009 PERMITSET 11 / 17/06 )LELe >pi S1 .3.01 FOR C.I.P. BEAM NOTES INCLIN D WAL PROVIDE CONT, PROVIDE CONT. r 4, WINDOW= RE: DET 5/1 1 \ \\\ BOND BREAKER #4 @ 1 "00co REO 5/S101 OND BREAKER %ILW C.I.P. BEAM FOR REINF U.N.O. 2 RE: 1 /83.01 FOR REINF. 8" PIPE Z7 FOR REINF. e. A I* 10� 117 90 DOWELS PROVIDED BY \\\� C.I .P. BEAM DOWELS PROVIDED BY A SCHED, F001ING P/C MFROER TYP. P/C MFRIER TYP. 111l.I.I.I.On 19.0" ---------W _ 2 BEYOND JO It ADD'L HAIRPINS 17.01. EL: 8114 4 4 Off < 3 @ 12" OeCa PROVIDE CONT. GROUT DOWELS WITH 5000 PSI NON — BOND BREAKER SHRINK GROUT AFTER STRESSING F CID OPERATIONS ARE COMPLETE. P/ C WALL C' LL� . --VA- P/C WALL DOWELS PROVIDED BY TEMPORARY WALL SHORING SHALL PROJECT X.- REMAIN IN PLACE UNTIL GROUT .on NORTH P/C MFR9ER TYP. 2 A : ATTAINS DESIGN STRENGTH. Ti_--------- NORTH 19 P/C WALL � TROJECT IMMO RENF. PER 7/S3.01 01' 8 8 1 .2" SECTION ISECTION 19 SELECT COMPACTED IL 10 20-6 < 5 ISEUION I — Oss SCALE* Y2"=1 '—O" SCALE: 11 1 '-0" SCALl Y2"=l ' SEE SECT. 4 THIS SHT. FOR REMAINDER SELECT COMPA < FOUNDATION SECTIONS & DETAILS CTED FILL 7 SECTION SEC "" 10N SCALE: W=1 '—O" SCAI F: h"= 1 '—O" Mail ffC I P BEAM 1 j,01 FOi R "I "UV"'L ';UN I iR OAND 'REA, woo P 0 O\ UDO/K R VIDED 13Y B ND TV LDR Lt OWELS P P C C CONC WALl /C MFR ER MFR ER 0 1 0 OC, VERT r@'I*1p2 0*C* CON S3m02 VPD 0 0 GROUT DOWELS WITH 5000 PSI NON—SHRINK GROUT AFTER STRESSING OPERATIONS ARE SEE P AN 3 GROUT DOWELS NTH 5000 PSI NON — SCHED. C. I.P. COL. COMPLETE. TEMPORARY WAH SHORING SHALL SCHED. C.I.P. COL. 0 39 0 SHRINK GROUT AFTER STRESSING �1 N I NOTE: REMAIN IN PLACE UN11L GROUT ATTAINS 3 OPERATIONS ARE COMPLETE. CAST STONE CONNEC11ONS TO STRUCTURE DESIGN STRENGTH, TEMPORARY WALL SHORING SHALL GROUT DOWELS WITH 5000 PSI NON— TO BE PROVIDED BY THE STONE SUPPLIER, 4:c N Il- SHRINK GROUT AFTER STRESSING REFER TO ARCH. DWG'S FOR ADDL SCHED. C. 1,P, COL, REMAIN IN PLACE UNTIL GROUT C.I .P. BEAM C11 L INFORMATION, TYPICAL ATTAINS DESIGN STRENGTH , (n 11 OPERATIONS ARE COMPLETE. uj ck� TEMPORARY WALL SHORING SHALL REMAIN IN PLACE UNTIL GROUT FIN. FL. FIRST FLOOR uj m ATTAINS DESIGN STRENGTH VEL, EL. RE: PLAN 1_� 9 uj ......... to Z6.\ CD 6 2 MCI CINJ rN SLOPE A 5 "A f r C.I.P. BEAM A Vill d 0 SAME REINF, on AS 2/S4a01 do 14 4 A 4 C.1,P. BEAM \\l 5/1 FOR REINF 6 P/C WALL PILASTER / C,I .P. GIRDER BEYOND V-0 A : PROVIDE CONTI. BOND BREAKER PROVIDE C10111 BOND BREAKER SEE PLAN A e- . I I . 7 on P/C WALL PILASTER DOWELS PROVIDED BY DOWELS PROVIDED BY BEYOND P/C MFR9ER TYP P/C MFRtER Tl Cj4 RE: 1 /i FOR a I RDER SCHED. C.I .P. COL. REINF. CONNEC11ON BY CONNECTION BY PRECAST MANUF. PRECAST MANUF, z JIM% A CC) FIN. FL. TERRACE FIN FL. GARAGE z 7lillill� FIN. FL, GARAGE z PROVIDE CONT. BOND BREAKER LEVEL, EL. RE: PLAN EL RE: PLAN L, EL. RE: PLANt 4 DOWELS PROVIDED BY -LA4 iiiiiiiiMm A, PSI` P/C MM'ER TYP. CONNEC"nON BY A A PRECAST MANUF. A 7\ `T 4 ' 4 C.I .P. BEAM C) REo 10/S3.01 4 A SCHED, OVTNER/DEVELOPER 10 F R REINF FIN. FL. GARAGE 0 4 1 A L, EL RE: PLAN A. ill4 le 1 6 GROUT DOWELS NTH 5000 PSI NON— P/C DBL TEE 1� a Z: I VAIL RESORTS .11 1 � I SHRINK GROUT AFTER STRESSING so III le j P/C DBL TEE DEVELOPMENT OPERATIONS ARE COMPLETE. 4 1Y27 CONT, KEYWAY 5 e. #4 C.D IT TEMPORARY WALL SHORING SHALL Ip . m COMPANY 4 1 w REMAIN IN PLACE UNTIL GROUT ZL @ 12" 011Cl. m (L /A CNI AVON. COLORADO 4 ATTAINS DESIGN STRENGTH. Ll C.I.P. BEAM (n V) mill A 4 Ok 4 V 4 DESIGN ARCHITECT P/C DBL TEE �I�MF� LLJ fl_ffll�n F2 IN .......%� 4 V) Iffils b IN 0 RE: 1 /S3,01 9.091 4 A P/C WALL PILASTER le 2 elk P/C WALL PANEL BEYOND 40 P/C WALL PANEL 4� T.YF a P/C WALL PANELmw��\\ 4. Denver, Colorado PROVIDE CONTI BOND BREAKER GROUT DOWELS NTH 5000 PSI NON- 4 . 4 SHRINK GROUT AFTER STRESSING � 4 44 DOWELS PROVIDED BY OPERATIONS ARE COMPLETE. P/C MFRIER TYP. TEMPORARY WALL SHORING SHALL ARCHITECT OF RECORD GLOVER SMITH BODE, INC, A REMAIN IN PLACE UNTIL GROUT P/C WALL PANEL 4 4 A 4 *4 ATTAINS DESIGN STRENGTH. OKLAHOMA CITY, OKLAHOMA ' 4 - 4 CIVIL ENGINEER PROVIDE CONTI BOND BREAKER 2$. On ALPINE ENGINEERING, INC, A . AV A 4 VAIL COLORADO CONNECTION BY CONNECTION BY CONNEC11ONBY CONNEC11ON BY DOWELS PROVIDED BY PRECAC. T MANUF, PRECAST MANUF, PRECAST MANUF, PRECAST MANUF. P/C MFROER TYP, .4 4 LANDSCAPE ARCHITECT 4 4 S E GROUP _E PLAN (TYP) WWF, S IV CONNECTION BY BURLINGTON, VERMONT IV PRECAST MANUF. CONC. _ _OPPING (TYPb) 4 A FIN. FL. UPPER BASEMENT V V Z6 6 STRUCTURAL ENGINEER LLEVEL, EL. RE: PLAN 4 6 HAYNES WHALEY ASSOCIATES 11 ' 4 � 4 INC, iiiiiiiiiiiin Oil, A - elle ell' I er ill, ell, 11 ee el el ' ll, ee t17 4 MECHANICAL ELECTRICAL 4 V PLUMBING ENGINEER I I I�. n V 41 , A . I A 4 4 ABS CONSULTANTS INC, 4 V4 DENVER, COLORADO 4 P/C WALL PILASTER 41 . A -. 1 4 INTERIORDESIGN 44< P/C DBL TEE WILSON & ASSOCIATES P IC DBL TEE 4 DALLAS, Tx 4 A PIC SINGLE TEE ZP/C DBL TEE P/C DBL TEE I . / P/C DBL TEE LIFE SAFETY . 4 4 BCER ENGINEERING INC, ARVADA, COLORADO 4 P/C WALL PANEL 4 P/C WALL PANEL 44 A t4 4 PROJECT NUMBEK# 20941 .00 4 o -A. . ' 4 P/C WALL PILASTER BEYOND P/C WALL PILASTER ISSUE REVISION DATE A: *4 14 4 4:., .4 44 4 4 44 . 14 4 IM 6 All 4L V * ., 41 A A! A ' V FIN FL, LOWER BASEMENT IN LEVOEL, EL. RE: PLAN millillill dill .114 lillillillit IIIIIIIIIII0 riiiiiiiiiiiiiiiiA glillillip tillillillo Millillb Zillillip IIIIIIIIII0 Illillillip tM REa S1 /3. 01 F 7 0 OR RE: S1 /3.01 FOR OTES NOTES C� C� CD N r pi 1 41 F___ .*j :=)a2 =QQ 42 IN qc� C.I.P. CONC. PLINTH, z A018 REVISION #7A 11 /02/07 RE: S1 /3. 01 FO REo DET. 6/S3.08 NOTES 017 REVISION #7 10/ 19/07 4 SEC """" 1019 SECTION 015 REVISION #6 08/ 10/07 SCALE: V2"=l '—O" SCALE: 'h".1 '—O" 014 REVISION #5 05/04/07 SCHED. FOOTING #6 @ 6"O.C. V.E.F. #5 @ 12"O. 0 H.E.F. & 013 REVISION #4 04/ 12/07 5 A 3A ISEC """"' 10N T O.F. ELD 009 PERMIT SET 11 17 06 PLAN 2 SEC """" 10N CALI Y2"--l ' 0" FIN. EL. a SCALE: 1i"= 1 '—O" 7 2 RE: PLAN SLOPE DOWN A2 REo ARCH. FOR FINISH A z2A mu, VARIES SEE PLAN e #4 X 4 —0 @ 12" O*Co #6 @ 12" OI.C. TOP & `IiAfl A CD 1 Y2 #4 X 4'-0" @ 12" Olics 1/V2 It. BOT& EA. WAY R RE'V?g it RE: 1 /S3*01 % FOR REINF PAVING BY OTHERS SCHED. FOOTING Allol �.'k � ' 1 A , #4 @ 12" EFI co ME #5@12 EF. C) El 11: df-�-AYRLAN 04 J AA a 1SEC """"` 10N 5-#6 CONTI A SCALE: W-4_0" A6 IN RE: 5/S3,03 FOR C.I .P. BEAM #6 @ 6" DIMS* & NOTES 4 It co A 0 '.4 FOUNDATION AV 04" 11 M 4a : 41 SECTIONS & DETAILS PROVIDE CONT, BOND BREAKER 09 01 elk 2 A DOWELS PROVIDED BY P/C MFRIER TYP. to A6 eA C& 10 N S E ION SEA SCAI F: W.1 '—O" SCALE: W.1 '—O" S3m03 1 I s 3S z $ S13 m m _ GROUT DOWELS WITH 5000 PSI NON . , SHRINK GROUT AFTER STRESSING pd� ,d OPERA1ONS ARE COMPLETE. Z01V AL TEMPORARY WALL SHORING SHALL R REMAIN IN PLACE UNTIL GROUT NOTE: - ATTAINS DESIGN STRENGTH. . CAST STONE CON EC11ONS TO STRUCTURE _ TO BE PROVIDED BY THE STONE SUPPLIER. C.I.P. SLAB AND BEAM I REFER TO ARCH. DWG 9S FOR ADDL CONSTRUCTION INFORMATION, TYPICAL — SC ED. Ido FIN. FL FIRST FLOOR 40 LE EL E: PLAN FIN. FL FIRST FLOOR ADD 4 TOP BOT p COT NOT SCHED — LEVEL, EL E° P ( } r I I :Yq I . mIm AS _ I1 3 STIRRUPS _ 12» O.C. 0 "A' I 6 1 I SCHED TRANSFER Y II IIIIt, GIRDER ° ' E: ET 5/S3.01 _ » » FOR REINF v 12 x12 COT. HAUNCH A 6 / / a a 3000 PSI N.W. CONC. a d TO S .0 FOR , 1 ( ) / d RE. 5/S3.01 p DETAIL CIP BEAM A . w , -: a m d FOR REINF 4— 4 CONT, P/C COL 7YP / ( ) i 6 ` b Z CD ® m PROVIDE CONT. BOND BREAKER a A _ r i P C COLUMN DOWELS PROVIDED BY / J , i 9 Sol P/C MFR ER IYP. II / 1 0 1 . 0 2 0 4 4 4 FORSAVER .d 2 O.C. T o / / / d CONNECTION BY A / PRECAST MANUF. / FIN. FL GARDEN d .. a - LE EL RE. PLAN . L. 6 ARM CHAD GIII GAZA AREA? EIII 00I a v AL 2 CONNECTION BY CONNECTION Y -� m v m p ,G m d . . - e ANUF. d PRECAST ST OF PRECAST A q p VAM RESORTS m 8 m p d a a v DEVFJjOPMENT V 4 9 m COMPANY FIN. FL A m FIN. FL RAGE m E m AVON, EL E. P va . q Lg L E. PLAN L, : q L, 1 lamma MIAMI L TEE 10I mom MEMO 000% MIENIIIIIIII p m o- n d m . a 4 I C PANEL 9 4 40 d m d / q 9 p v a p tr d a v v a C DBL TEE / m Denver, Ckdomdo , a A B P C " L . m P C DBL TEE DBL TEE PC WALL PANEL OKLAHOMA =,_ 1 / / T OKLAHOMA 3 SE %; ION a :. . ,. P/C . COLUMN / CIMENGINEER A THIS COLUMN SHALL BE DESIGNED — SCALE. 1�z 1 0 • • iNG �. ( G d . a FOR ADD`L HORIZONTAL THRUST VAnd,, COLORADO n . FROM LATERAL PRESSURE m 2 TREADED INSERT BY : d a TOP OF P C BEAM CONNECTION BY _ PRECAST `MANUF:: I 0 a m d PRECAST ANUF. ` . .. .. a . a . STRUCTURAL DO LS 12 O.C. ` CONNEC110N BY m p CONNECTION A 2 PRECAST L4 ' 10 COT. RECS MANUF. INC ® q EA. FACE HOUSTON., TfMAaS ( } a . REFERENCE _. d d . A. UPPER BASEMENT FL. UP BASEMENT 9 FIN, E m a E. , P FOR ' AXIAL LOAD LE EL E - N 0 LEVEL, EL E: , PLAN . R DENVER, COLORADO V . MIAMI MIAMI d V. m m p d 1 m c d v. d m a m . . p DALLAS., TX RE PLAN E° a b . . a LIM SAFETY m I ` GROUT 0 LS dt 8 I 5000 PSI NON b d P C BEA . PROVIDE INSERTS P BEAM/ . m d . . q II m _ SHRINK GROUT STRESSING . . ' � * BCER ENGINEERING INC MATCHING C.I.P.CP . REIN . m a m p OPERATIONS E COMPLETE. d m . . C.I.P. EA BETWEEN P/C BEAMS, m TEMPORARY 9 ALL SHORING SHALL a d n m q m a _. . ' CONTINUE REINF. : INSERTS IN REMAIN IN PLACE UNTIL GROUT . . . .. .. m ATTAINS DESIGN STRENGTH. P/C - BEA . b O 1 a a A ZP/C DBL TEE a N. FL FIRST FLO R 4 120 O.C. Fl 0 s o.c. oN A m LEVE EL RE: PLAN TOP " BOT d L, 4TOP HAUNCH AT BEAMS. ul _ n d 0. _ ' I co d 2 d 4 II d d _ » II m ' 0 4 12 O.C. BOT i g » EXTENDED 1 6 < . d P/C COLUMN INTO BEAM II / m II 6 m II a d II and - d ®_. b a . I I e 4a • . a . ' A a p 4 FIN T » F built Colorado . R. L BASE 2 —0 LE L E EL, E . PLAN III I VIEW n . p 1 C.I.P.CIP EA d A — � — — 0 E. 5 S3. 1 I ( `� / ASI #39 06/13/08 I ' r FOR REINF. ra d .. _- A l 7 11 I _ __ a p / / n I ' II a 1 1 m v J L 1 t ALL AT 1 A PROVIDE CONT. BOND BREAKER .. II. d 013 ®1 / 4 i 0 D LS PROVIDED BY • . . m 8 R 12 O.C. H.E.F. RE. 6 S3.0 FOR 1 009 PEFtMIT SET 11/17/06 P C FR ER TYP. PLINTH. 1 i _ i A P » 2 i 1 4 6 O.C. V.E.F. m i 9 i T°O.F. EL T°O.F. EL RE: PLAN RE: PLAN SEECTION I I » » SCALE: 111 =1 —o PROJECT YP - FOUNDATION ZSCHED, F001ING SECTI S DETAILS SCHED. FOOTING I A ISE " TION ; i SCALE: hi —1 0 SCALE. Yz -1 —Q S3m04 I 4 r i i I i ti » 0 g SEE PLAN ��$� ,a®I ° co _. ° • .;6 I C.I.P. BEAM P13100 i 15 4 , FIN. FL TERRACE RFI 266 ., RE: SCHEDULE FOR REINF. LEVEL, EL. RE: PLAN l., a 0 3 w J `� ��, E Mild %I 'VAL 1 '-6» 1 '- 4» I i RE: DET. 7/S3.01 1 a L FOR ADDL INFO. r I 1 HAIRPINS 12 O.C. EL. PER ARCH. 1 t �,SCHED. C.LP. GOL.C.I.P. BEA HAIRPINS I ADDL 2- 2- CT. 12 O.C.2- 4 O T. o �FI . FL. FIRST OR »LE RE: P 4 TI UPS 12 O,C. » OUT DOWELS 500 PSI NO - a !� -0 I GROUT A STRESSING pill OPERATIONS ARE COMPLETE. co z a' 41 ' . % _ TEMPORARY ALL SHORT SHALL w ¢ REMAIN IN PLACE UNTIL GROUT - 0 w 4 I Cc d ATTAINS DESIGN STRENGTH. 0 w DOWELS TO MATCH PROVIDE O d a BOND BEAKER 3—#4 CO NT TOP 0 0 T. I F. a n AV d C) G 12 O.C. d c� o Q _ HOIZ. EA. FACE d GROUT DOWELS WITH 5000 PSI NON , a STRESSING SHRINK GROUT A S E . . d r w P C WALL R COP R OPERATIONS ARE a a / d SHORING SHALL Y TEMPORARY ALL t DOWELS PROVIDED _ �. 8 d GROUT N P/C MFR ER TYP REMAIN I PLACE UNTIL a / ATTAINS DESIGN STRENGTH. 4 - tr A a " d d" a a N P/C WALL PANEL 4— GOVT. I 4 12 O.C. GROUT DOWELS 5000 PSI NON GROUT DOWELS 5000 PSI NON T » » d 1 -0 - 1 -0 1 — OUT A STRESSING . SHRINK OUT STRESSING SHRINK G SCHED. C.I.P.C.LP. CO OPERATIONS ARE COMPLETE. OPERATIONS ARE COMPLETE. 3 —0 A SHORING SHAM POY WALL SHORING SHALL TEMPORARY LL SHO TEMPORARY LL SCHED. C.I.P. COL. Xp SCHED. C.I.P. COL. OWNEWDEVEMOPER REMAIN IN PLACE UNTIL GROUT REMAIN I PLACE UNTIL GROUT a I BEYOND ATTAINS DESIGN STRENGTH. BEYOND ATTAINS DESIGN STRENGTH. d _ CONNECTION Y » _ 2 6 6 f. D Sx _ i co PRECA X ST MANUF. VAM RESORTS 7 » N Fl FL. GARAGE 7 FIN. FL. GARDEN 12 O.G. :- - DEVELOPMENT LE EL. E. PLAN 7 L, EL E. P 0 d , a -- r . . — — i . 4 . . � 6 SECTION i #4 CON r• _ i T T Y C —1 -40 4 { I I1 ' f r E A ti _ 4 1Z O.G. Go II II II 1I II SHELF EL > II _ 01 FOR _ I I RE. 5/S3.01 I I o / o 0 PER ARCH. II II F R II i _ HINDER REIN It II II II C.I.P. EA II C 4 II . 2 0 53.01 I ' t ! E. 3. 1 lI / / COMPACTED CT Fl 6 ! 1 4 40 RC 1 6 FOR REINF. II FOR EINF FIN. II i C.I.P. BEAM E L. II f LEVEL, A PERIMETER DRAT » BY OTHERS 4 12 O.C. ADD'L 2-#4 TOP BOT _ c d N » sf- 15 0 12 o.c. A 1\ S z A d 4 _ A � RE. D ET 7 S3.01 ARCHITECT_OF RECORD a' PROVIDE CONT. / » S NTH 5000 PSI . NON C NT 6 PROVIDE CONT. _ GROUT DO L PROVIDE O 10 O.C. INC 0 ' ADDL INFO. 1 4 , . BON BREAKER FOR D R STRESSING BOND BREAKER SHRINK GROUT AFTER BOND BREAKER O OKLAHOMA O a . COMPLETE. a z EL. PER OPERATIONS ARE d — 1 -4 i _ TEMPORARY WALL' SHORING SHALL 4 r SOILS REPORT 4— CONT TEM CIVILENGINEMR REMAIN IN PLACE UNTIL ' GROUT v G INC DOWELS PROVIDED .: BY DOWELS PROVIDED BY d ATTAINS DESIGN STRENGTH. V CO P/C MFR ER TYP. Q / P/C MFR ER TYP. DOWELS ` . SELECT. / d PROVIDED BY 1 0 19-4"_ COMPACTED FILL 40 4 P/C MFR ER TYP• C TYPO / 11 1 2 11 S E GROUP PILASTER_ a P/C WALL - PICA _4 / COMPACTED SELECT FILL BEYOND d 3 —0 oil Q a STRUCTURAL d a INC L f 6 E. 10/S3.09 FOR WALL/ C ALL PILASTER _ o SIZE AND REINFORCEMENT T / BEYOND 4 ISECTION EL. PER ARCH. (MATCH RETAINING ALL : BEYOND) C' T a d » » CONNECTION Y ; 4 o SCALE: =1 — 0 PIUMBINGENGINEM DOWELS TO MATCH AM C �' PRECAST_ ANUF. T. REINF. DENVEX COLORADO d . 53.01 SEEP • 10/S3.09 FOR FOOTING d C CTIO Y CONNECTION Y DIMENSIONS D REINFORCEMENT d 6 U . (MATCH RETAINING ALL FTG> BEYOND) PRECAST A F PRECAST F. TOPPING 6 C . ( } DALLAS, TX FIN. FL UPPER BASEMENT Fl . UPPER BASEMENT ADDL #4 HAIRPINS d LEVEL, EL. RE: PLAN C) LIFE SAFEW LEVEL, L RE: PLAN » 1 O.C. N — — 111111111110 ADDL 1 O.C. o= _ ® . a 0 1 a f - d " PROJECT NUMBER:a d : a n d 1. ISSUB II Q a J a ` . II II `a a ION DATE J J I d 0 a P/C DBL TEE _ a /P/C DBL TEE a /P/C DBL TEE a a d P/C SINGLE TEE / P C WALL PANEL PC WALL PANEL P/C WALL PANEL / , / 7 a a SCHED C.I.P. COL 4 a •.�� ' » a » ISEOMON VIE SCALE: S�z =1 —® d d S F a i a ! PERIMETER DRAIN d a , E ry I BY OTHERS ) A / a a . Fl . FL LO BASEMENT 10/19/07 a 7 d - d . • - i FIN. FL. LO . BASEMENT LEVEL, EL E. PLAN a 5 REMMON #6 1l LE EL E. PLAN 6 d g 4 REV19ON #5 05104107 11 - — - — ( ( 11 , 4 013 I /1 / 009 PERMIT SET 11/17/06 I I I I 1 1 I I i I I I I I t ! SCHED. FOOTING SCHED, FOOTING SCHED. FOOTING SEC � 10N 8% E " Til"M 3 SECTION Nu I USED 5 srm %o I ION SCALE: hZ»=1 '-0» SCALE: Y'i»=1 '-0» SCALE: hi»=1 '-0» SCALE: 1�z»=1 '-0» PROJECT KEYPLAN FOUNDATION SECTIONS DETAILS S3mO5 I a s 5.9 51 S .. ; 3 S 6$®m ® C + _ 10NAL VA GROUT DOWELS WITH 5000 PSI NON– SCHED, C.I.P. COL GROUT DOWELS NTH 5000 PSI NON SHRINK GROUT AFTER STRESSING BEYOND SHRINK GROUT R STRESSING SCHED. C.I.P. COL R OPERA1IONS ARE COMPLETE, . TEMPORARY WALL SHORING SHALL OPERATIONS ARE COMPLETE. REMAIN I PLACE UNTIL GROUT C.I.P. BEAM GROUT DOWELS WITH 5000 PSI NON– TEMPORARY WALL SHORING SHALL STRENGTH. E: 1 S .01 FOR SHRINK GROUT AFTER STRESSING REMAIN IN PLACE UNTIL GROUT ATTAINS DESIGNS / OPERATIONS ARE COMPLETE. REINF ATTAINS DESIGNS STRENGTH, TEMPORARY ALL SHORING SHALL � i= E AIN I CE UNTIL GROUT FIN, FIRST FLOOR LL L, EL E: P ATTAINS DESIGNSTRENGTH. C.I.P. BEAM II 6 { 6 i I N I I 2 11 0 I I I 6 I I `•, I I 6 q [if 1 I ® » '_ » > T.O. ALL EL I I - 2 0 40 con 2 0 E: PLAN I . I 2 =111=111—� - » � _ �ii1=111--1 LA 0 1 6 ' A C.I.P. BEAM ' E w LA GROUT DO LS 1H 00 PSI NON 4 v GROUT AFTER SHRINK STRESSING _ d 2 0 A11ONS ARE COMPLETE. e OPE A �- � P/C WAIL PILASTER A a TEMPORARY WALL SHORING SHALL — — 1 n q SCHED. C.I.P. COL. 1 11 A REMAIN I PLACE UNTIL GROUT. : \11-11 1_ \._ a BEYOND .111 . d ATTAIN DESIGN STRENGTH. C.I.P.CP BEAM PROVIDE CONT. BOND BREAKER TTA PROVIDE CONT. BOND BREAKER d a DOWELS PROVIDED BY 2 d . GROUT DOWELS WITH 5000 PSI NON– ` DOWELS PROVIDED BY Q r PC FR ER TYP. P M a SHRINK GROUT AFTER STRESSING . G FR ER _ / / PROVIDE COT. BOND BREAKER 4 P/C WALL PANEL ` OPERATIONS ARE COMPLETE / SCHED. C.I.P. COL A A CONNECTION BY DOWELS PROVIDED BY BEYOND ' TEMPORARY WALL SHORING SHALL PROVIDE CONT. BOND BREAKER A PRECAST ANUF, P/C ER REMAIN I PLACE UNTIL GROUT CONNECTION Y / I C ALL PANEL ATTAINS DESIGN STRENGTH.d d A PRECAST ANUF. / DOWELS PROVIDED Y d d a . 4 P/C E . a v . a A / n CONNECTION Y PRECAST ANUF, r�, q . :� FIN. FL :. GARAGE — FIN. FL FIRST FLOOR ,Y v. LE PLAN EL REP LE EL E. G L, raa... VAM RESORTS r r I : f womemmi - ,. ' nl V a �I II it 8 k ! I a 6 GROUT DOWELS 5000 PSI NON — 6 II _ i~. _ 1 I I A STRESSING r SHRINK G I ; d d II Y AVON, COL03LADO I �- I II COMPLETE. > . . ` OPERATIONS ARE _ I i ( s II II o o { I TEMPORARY ALL SHORING SHAM I , I ` i i II II q - - - - A L_� r a - - - E AIN I CE UNTIL G UT . 0 N6 w mot- STRENGTH. ,.. . ! I a DESIGN ARCHn= ATTAINS SIG I I " v� I : F I , II —C.I.P. I _ II ZP/C L E 1 1 FOR d / ..y v REINF . . I A d C.LP. EA r a e , 4 E, DET 5/83.01 d / ar r FOR REINF Denver, C4orado C) 12 x12 COT. ' HAUNCH P » e q 2 0 r r a a 3000 PSI N.W. CONC. r A 4 r e w 4 r 6 r a d a 4 4 CONT , F PROVIDE CONT. BOND BREAKER , RECORD GROUT DOWELS WITH 5000 PSI NON— r q - INC a ,- L, a SHRINK GROUT AFTER STRESSING ,-- \ e _ O OKLAHOMA DOWELS PROVIDED BY , OPERATIONS ARE '- COMPLETE. A i 0 1 4 �- 0 P/C MFR ER TYP. 4 PROVIDE CONT. BOND BREAKER / d TEMPORARY WALL SHORING SHALL i 0 d d G V a a A REMAIN IN PLACE UNTIL GROUT MEDEFORM&r d DOWELS PROVIDED BY AIANEENGR4EEMGlNC , ^ ATTAINS DESIGN STRENGTH. f LANDSCAPE ARCHlT= » P C WALL PANEL PC WALL PANEL A P/ MFR ER TYP. / / PROVIDE_. CONT. BOND BREAKER _ _ fl _ a 1 a � 0 2 0 a DOWELS PROVIDED BY a ® S P C MFR ER TYP. ' FORSAVER d S GROUP n P C WALL PILASTER a VERMONT / 2 O.C. T - a , _ BEYOND q d : . d - 4 . STRUCTURALENGINEER INC q . o 0 a , A 4 a d , d CO EGTI BY d a q . a CONNECTION Y PRECAST UF, PRECAST ANUF. . R T 0C Y ; CETI SEE PLAN d ) PLUINBING ENGINEER >` PRECAST ANUF. ® ; AN CONSULTANn INC a CONC. TOPPING FIN. FL UPPER BASEMENT ' P a 6 DaMORDESIGN n LE EL : PLAN WILSON & ASSOCIAIES DALLAS., 7X LIFE SAFErY L. a d , — — . . . I a n 1 d I , d a d 1 6 a a n I II d m II ' a II I a d <' II a J ' 1. n I J P/C BL TEE / a a ZP/C P C SINGLE TEE ISSUE REVISION DATE DBL TEE a / P C DBL lEE C WALL LL PANEL P C WALL PANEL / _ a / a a P C WALL . PILASTER P C COL BEYOND n / BEYOND - q a , a II q Q P/C WALL PILASTER Q a d REVIEWED a a 0 4 a a d , Q f Ex"3t� i6 �df C9 d£B I a a a q I a ® . 06/13/08 FIN. FL LOWER BASEMENT A i i EL E, PLAN L. , a ® ® ® a! /arm /6\015 REV3310N #6 1 f it 0 0 -- 0 r _ r 14 RENMON #5 05/04/07 t 1 1 r 5 i I I _ 013 1 4 W9 PERMIT Sff O I 1 1 ' ' I 11/17/06 SCHED. FOOTING SCHED. FOOTING SCHED. FOOTING SCHED. FOOLING 2 6 I SCALE: ll"=1 °-0" °_ »_ ._ » »� » SCALE. W.1 '—Om 0 SCALE. '�t —1 0 SCALE: Ih —1 0 5 PROJECT YP _ I FOUNDATION 5 SEC11 S DETAILS NOT U -SED, REPLACED BIF S3mO6 Q 4 i • ,'6 rj % Qi ;0 0 <0 12 all 10 SEE PLAN uSEE PLAN GO � clt; 03006 4N4 Iff n, 0 "Ol ji , GROUT DOWELS NTH 5000 PSI NON— GROUT DOWELS WITH 5000 PSI NON— SHRINK GROUT AFTER STRESSING SHRINK GROUT AFTER STRESSING it OPERATIONS ARE COMPLETE. OPERATIONS ARE COMPLETE, FLR. SLAB BEYOND RE: PLAN 10 RE* PLAN e. t TEMPORARY WALL SHORING SHALL TEMPORARY WALL SHORING SHALL SEE PLAN 10 #4 HAIRPINS ---------- REMAIN IN PLACE UNTIL GROUT REMAIN IN PLACE UN11L GROUT @ 12" OoCs it i � ...SCHED. t, I , 1 9 IN SLAB BEAM ATTAINS DESIGN STRENGTH. ATTAINS DESIGN STRENGTH. TOP OF P/C WALL BEYOND #4 0 12"OaCo TOP & FIN, FLOOR ELEV, CII.P. BEAM #5 @ 12"OsCs BOTT, EACH WAY. SEE PLAN HOOK DISCONTINUOUS FIN. FLO FIRST FLOOR ,I %l SCHED. BARS VERTICAL LEVEL, EL. RE: PLAN BARS AT FLOOR LL: DEPRESSION A 1 It % a #4 @ 12"Odicgi ---------- -V rr 00 ONTAL HORIZ T C.I.P, BEAM 00 SEE PLAN % CD a - (D CD C) N Mid- 2—#4 CONTI IN SLAB BEAM #4 @ 10 OoCa X// x TOP & BOTTOM A z cq 1 6 0 I ellil SLAB BEAM AT FULL HEIGHT LO P/ L; WALL PANEL LOCATION -------- - LAP BARS rI All < 4, EA. END 4 IN FULL HEIGHT P WALL 2$.on\ PANEL BETWEEN LOUVER 0 < z OPENINGS Its 11 8 11 A dq 4 21-6" C.I . P. BEAM GROUT DOWELS WITH 5000 PSI NON- 3—#5 CONTI A < 2 . 0" e. SHRINK GROUT AFTER STRESSING Ism 9. 0" O � 2 OPERATIONS ARE COMPLETE. do EL. PER TEMPORARY WALL SHORING SHALL TYPO SOILS REPORT REMAIN IN PLACE UNTIL GROUT A 14 4 PROVIDE CONTI BOND BREAKER ATTAINS DESIGN STRENGTH, t< CONNECTION BY PROVIDE CONTI BOND BREAKER PROVIDE CONTI BOND BREAKER PROVIDE CONTI BOND BREAKER PRECAST MANUF. (TYP.) 4 . P/C WALL PANEL 4. 14 A P/C WALL PANEL DOWELS PROVIDED BY DOWELS PROVIDED BY 4 DOWELS PROVIDED BY DOWELS PROVIDED BY P/C MFR"ER TYP, . 4 P/C MFR1ER TYP. P/C MFRPER TYP. P/C MWER TYP. P/C WALL ACONT 4. CONNECIII BY 4 OWNER/DEVELOPER CONNEC11ON BY 4 20-0" 4 01 .4 FIN. FL. GARAGE z #4 x PRECAST MANUF. PRECAST MANUF. V-AdL RESORTS LEVEL, EL. RE: PLAN @ 12" OoC* 4 F 7 2 DEVELOPMENT COMPANY FIN . FL. GARAGE VEL, Ell RE: PLAN 3 SECTOOM 4 SECTIOVA AVON, COLORADO SCALE: `10" SCALE: lh"4-0" L4 re 44 .4 , 4 SEE PLAN 2,_10 6 DESIGN ARCHITECT n — 6" 1s 4 C, I, P, BEAM REINF. CONTI FROM RE: SECT 5 S3.01 SECT, 5/l FOR REINF& t Denver, Colorado P/C DBL TEE P/C DBL TEE t � SCHED. BARS C. I.P. BEAM , SEE SECT. A t FIN. FL. FIRST FLOOR 4 , . 1 /83*01 FOR REINF. t [ LEVEL, EL. RE* PLAN 21 0 GROUT DOWELS NTH 5000 PSI NON — SHRINK GROUT AFTER STRESSING ARCHITECT OF RECORD cl Now TEMPORARY WALL SHORING SHALL OKLAHOMA CITY, OKLAHOMA 6 1�4 m �Iq I I I a n I i 60 a Ill a Cl)j i5l REMAIN IN PLACE UNTIL GROUT 44 t ATTAINS DESIGN STRENGTH , 4 t CIVIL ENGINEER IN I ALPINE ENGINEERING, INC, LI COLO 0 P/C WALL PANEL 4 P/C WALL PANEL CID QD cq w #4 @ 10" O*C0 PROVIDE CONTI BOND BREAKER m REINF. CONT. FROM < I d .. LANDSCAPE ARCHITECT TOP & BOTTOM 2 A6 SECT, 5/l S E GROUP DOWELS PROVIDED BY SLAB BEAM AT FULL HEIGHT BURLINGTON VERMONT to P/C MFROER TYP, P/C WALL PANEL LOCATION I 1 1 Z6 I I GROUT DOWELS WITH 5000 PSI NON- < _IV- 4 SHRINK GROUT AFTER STRESSING STRUCTURAL ENGINEER OPERATIONS ARE COMPLETE. HAYNES WHALEY ASSOCIATES < A TEMPORARY WALL SHORING SHALL INC, FULL HEIGHT P/C WALL REMAIN IN PLACE UNTIL GROUT HOUSTON, TEXAS PANEL BETWEEN LOUVER n t PROVIDE CONTI BOND BREAKER < ATTAINS DESIGN STRENGTH , z OPENINGS 4 MECHANICAL ELECTRICAL < A PLUMBING ENGINEER t P/C WALL PANEL DOWELS PROVIDED BY CONNECTION BY ABS CONSULTANTS INC, < P/C ll TYP. 4 4 PRECAST MANUF, DENVEIZ, COLORADO 4 . STEEL GRATING Y4x4 TOE P Li =0 1 P/C WALL PANEL < I CONTI INTERIORDESIGN RE: PLAN < FIN. FL. UPPER BASEMENT WILSON & ASSOCIATES ............ 4 LEVEL, EL. REo PLAN DALLAS, TX < re �Illt_ IIII, ee I`e I., 7V LIFE SAFETY BCER ENGINEERING INC, 4 ARVADA, COLORADO A4 4 RE: PLAN A4 A4 'A . ,4 SECTION 7 SECTION PROJECT NUMBER, 20941 .00 4 - 4 4 .4 A , —0" .1 ' 1 SCALE* IIIIII SCALE: Il —0" ISSUE REVISION DATE 12 4 4 P C DBL TEE GROUT DOWELS WITH 5000 PSI NON— Ill, SEE PLAN IIIIISEE PLAN III* 4 SHRINK GROUT AFTER STRESSING % P/C WALL PANEL OPERATIONS ARE COMPLETE. TEMPORARY WALL SHORING SHALL REMAIN IN PLACE UNTIL GROUT 4 t #4 HAIRPINS @ 12" 01C, ATTAINS DESIGN STRENGTH, IN SLAB BEAM �4 F—, t it ktt C.I.P. BEAM , SEE SECT. FIN. FL. FIRST FLOOR SCHED. BARS I /S3,01 FOR REINF, % A LEVEL, EL RE: PLAN t T , ji p 4 f IIIIIIIIII0 krIIIIII` IIIIIIIIIllo 111 tl 04 6 C6 All If rl`� _1 I ...... .. .. .. A 4-1 —L—I Ts 4 - % 4 #4 @ 10" O9Cw 2— #4 CONTI IN SLAB BEAM 2i FIN, FL. LOWER BASEMENT TOP & BOTTOM 7 FIN. FL LOWER BASEMENT lot LEVEL, EL. RE: PLAN tt SLAB BEAM AT FULL HEIGHT SLAB BEAM AT FULL HEIGHT LEVEL, Ell RE: PLAN 017 REVISION #7 10/ 19/07 4 L4 P/C WALL PANEL LOCATION P/C WALL PANEL LOCATION owl rIIIIIIIIIIIIII` rIIIIIIIIIIIII` � ffl it 015 REVISION #6 08/10/07 4 4 .013 REVISION #4 04/12/07 i FULL HEIGHT P/C WAH < PANEL BETWEEN LOUVER PANEL BETWEEN LOUVER 009 PERMITSET lij/17/06 FULL HEIGHT P/C WALL r OPENINGS OPENINGS 7 PROVIDE CONTI BOND BREAKER RE: S1 .3.01 FOR . . . . . . . . . NOTES 40 � 00 1 DOWELS PROVIDED BY 2 C.I .P. CONIC. WALL* P/C MFROER TYP. 19.0" 40 11.0" A 01 #6 @ 6"O.C. VIE.F. SCHED. FOOTING 11.0" 11�0" 40 #5 @ 12"O.C. H.E.F. P/C WALL PA EL S—Om T.O.F. EL. AM RE: PLAN SEIL; I ION D 21 SCALE: Ih"=l '—O" A4 Z4 PRTEa NOPITH 8 SEA"MON 9 ISECT ION 5 ISEIL; I ION NT�;.A F L fi) u I I t (�Nolo I SCALE: Illl)" SCAI F: 142"=V-0" SCALEs M2"=f—O" —PRO-ECT—H-4- jjk� SCHED. F001ING A6 FOUNDATION I I SECTIONS & DETAILS A IS E to I ION SCALE: W.1 '—O" L W2L #4 N CO 6 S AB BEAI P/C WALL kA —00 72 6" D ��IIIDI WELS 11 TF� S3m07 i I f ell ..n. -m8a `? ea Tbt I P/C WALL BEYOND DOOR R Lie �q 1 —4 40 64 a F' �� 1 a ° 0 " 1 -0 4 1 -0 1 -0 1 - #4 gi 14" O.C. rE ' 3 z CONT. `` 3 z TREADED INSERT FOR FIN. FL EL TREADED INSERT FOR FIN. FL EL CONNECTION Y TREADED INSERT FOR FIN. FL. EL. a• Eggi°° ,1 .I . R a FIN. FL. EL FIN. FL. EL a #4 14" O.C. ( .} E: PLAN FIN. FL. EL d #4 14" O.C. ( .) E: PLAN PRECAST ANUF. d # 14" O.C. (TYP.) RE: PLAN a E: PLAN RE: PLAN ® ° a E: PLAN ° (Type) ° LAJ - r r C -.t �yjr V II ' AN AN I CL Lu m ° m 1z 111® - - - - a w " " CONNECTION BY - . c �, , . : � :.: :. . : � .. , : • . : : ..: : : : .: . • : °� r- - � � � ® ®� PRECAST ANUF. ° \\ a Type IN \\ STD. AISC DBL I . 7 I I II - � SILL L xx%" COT. �� ANGLE CONNECTION � � �� TOP OF LO CD AT DOOR 7 C.LP. ALL COMPACTED SELECT FILL 7 COMPACTED SELECT FILL nn 7 PO " COMPACTED SELECT FILL W BED. T " '– " 1 `– " " 1 '– " n 10 ci � � EACH END F E i w ED. xx0 – 2 > #5 12 O.C. N.E.F. CO T. 1 O.C. H.E.F. C T. a 5 12 .C. N.E. F. CONT. J �n /2 yx0'— " H.S. A. CONNECTION 2 ►— > 2 11 E' i 1 " O.C. PRECAST F. ( ) " . . V. E.F. C- " . . V.E.F. "O.C. V.E.F. E: ARCH. FOR TOPPING 12"O. . H.E.F. OT. x '— " .C. SLAB, REINF. " O.C. " Y T ID— O.C. V.E. F. T.O.F. EL. T.O.F. L : PLAN — x E: PLAN (Type) 7 FACE IL j i ell BRUNEI L Ole T.O.F. EL R a ell wealliA E: c.' U - - 2 SCHED. REINF. Ll ^ LLj WW °W °w SCHED. REINF. s v c.) c.) v N will, Neil 2'-0"x2'–O"x2'-0" SUMP PIT REINF. / 12" O.C.Ea . R SCHED. REINF, SCHED. REINF. SCHED. REINF, SCHED. REINF. n n , n " n O ERIDEVELOPER SCALE: lh =1 —0 SCALE: Ys = 1 — 0 SCALE: W. 1 '— On— O SCALE: lil =1 —0 L RESORTS DEVELOPMENT 1 '- " 40 COMPANY AVON, COLORADO 6" P/C COLUMN (4) SIDES TREADED INSERT FOR FIN . L. e. FIN. FL EL. md . . . Q. 4 1 " O. C. ( E: PLAN : P d DESIGN ARCHITECT FIN, FL EL. CONNECTION y _ _ _ _ J REe PLAN PRECAST ANUF. ( .) � CON CTIO Y v 4 7 i ST ANUF. (1 4 40 P/C COLUMN ° - -� Nei Denver, Colorado " ADDL LIES COMPACTED SELECT ALL _ d AT TOP. cn T. O.F. EL 1 '-4" CONNECTION BY a " ARCHITECT OF RECORD RE: PLAN > #5 12 O.C. H.E.F. CONT. PRECAST MANUF. (Type) C.I.P. CONC. PLINTH �— GLOVER SMITH BODE, INC. w (PRE—CAST COL TYP.) CL 6"O.C. V.E.F. OKLAHOMA CITY, OKLAHOMA cn #4 12"0.C6 TIES. CIVIL ENGINEER _ > > T.O.F. EL. SCHED. REINF. ALPINE ENGINEERING, INC. RE: PLAN VERT. REINF. TO MATCH T.O.F. EL VAIL, COLORADO PRE–CAST COL TYP. GRATING SHALL BE MANUFACTURED BY C ICHOLS CO. OR RE: PLAN_ APPROVED EQUAL 1Y2"x4Ss" BEARING BARS SPACED 14W L5x3x%(LLV) GALV. GRATING SUPPORT W/%"O LANDSCAPE ARCHITECT w O.C. AND 1a"0%" CROSS BARS SPACED 4" O.C. (GALV.) "HLTT" K K BOLT 3 12" O.C. MAX. PROVIDE S E GROUP R " EMBED. INTO CONCRETE BURLINGTON, VERMONT W STRUCTURAL ENGINEER U. HAYNES EY ASSOCIATES SCHED. REINF. `` _ d FIN. FL. TERRACE LEVEL c"i> ® a EL. 8121 '-0" INC. HOUSTON, TEXAS tz r � 14 ® — — — MECHANICAL ELECTRICAL U cn a ABS CONSULTANTS INC. — DENVER, COLORADO INTERIOR DESIGN WILSON & ASSOCIATES ° DALLAS, TX SCHED. REINF. a of Q LIFE SAFETY SCHED. REINF. d a BCER ENGINEERING INC. TYP . 114TERIOR 6 TYPICAL PLINTH 8 ISECTION SCHED. REINF. a a PRECASTSTRUCTURE ARVADA, COLO O a SCALE: Yz"=1 `-0" SCALE: ".19.0" SCALE. SCALE: W.V- 0" a PROJECT NUMBER, 20941 .00 i ISSUE REVISION DATE 3 V 2 ; � Q 3 1 '– ®" 8'-7" 1 '-0" 22'-8" 19_0" FIN. FL EL TREADED INSERT FOR P/C WALL TREADED INSERT FOR RE: PLAN #4 @ 14" O.C. (TYP.) #4 @ 14" O.C. (Type) F P/C WALL FIN . MACHINE ROOM FLR, FIN. FLR. EL d d CONNECTION BY RE: PLAN Q PRECAST ANUF. ° ° , P/C ALL CONNECTION Y - - - - — — U — ® ® — PRECAST ANUF. ® ® _ d _ r like >V R d P/C ALL PANEL a CID CAD - T ; Q CONNECTION Y i a R � � �� CONNECTION Y ELEVATOR TOP OF 1 '-4" PRECAST ANUF. PIT # DOWELS 12"O.C. ° a C.I.P, ALL IN EACH DIRECTION. O.C. I J C.I.P. ALL - 6"O. C. V.E. F. EA WAY FIN. FL. UPPER GARAGE LEVEL AR 021 PR #s 12/ 17/07 EL, 8107'-0" 7 017 REVISION #7 10/ 19/07 Ld Neel COMES` ISSUED URGED 4=0b amise III deal Guam 12"O.C. H.E.F. CONT. ° ° ® ® 4 013 REVISION #4 04/12/07 1 E -= 009 PE T SET 11 /17/06 CID d = 0 '. - - - - - - - - - - II CID SPLICE BAR MATCHING ' SCHED. REINF. P/C DBL TEE PROPOSED CONTROL JOINT ° COMPACTED SELECT FILL 1 SCHED. FTG. REINF. W C..)N - - - - - - - - - - - - - - 1 aa . PROJECC NORM TRUE NORM RE: PLAN - - - - - - - - - - - - - - a . ) PROJECT KEYPIAN 4 R FIG. SECT. 1 /S3.01 FOR f n 8 n II SCHED, FTG, REINF. 1 –0 1 –0 10. 0" FOUNDATION I SECTIONS DETAILS 1 RE: PLAN RE* PLAN 7 9 ISEV MOM SECT 1wjqAN SCALE: hi"=1 '-0" eel SCALE: 16"=1 '-0" 2 S3m08 _ _ 1 1 I E: PLAN / I RE: SHEET 86.01 � ,- E: SHEET S6.01 E: SHEET S6. 01 �g FOR C.M.U. REINF. FOR C.M.U. REINF. 4 EQ. TREADS 3'-8" FOR C.M.U. REINF. 95 S r vy #4 12 O.C. ALT. 4 12" O.C. 12" O.C. #3 CONT. EACH < ° _ 4 •• •«a�g�� ® � BEND 2'-0" DOWELS DOWELS NOSING FIN. DOCK ELF EL. RE: PLAN RE: PLAN e dx A1. � RAMP EL. _ o - N PL "A" 4'-0" O.C. RAMP EL. 3 » VARIES VARIES ® - — - - — - - - — - - — - - PANEL ALL UPPER BASEMENT L5x5x /8x0 -6 - _ - �- Y d LEVEL SLR pE pp_ 4'-0" O.C. `'' — - - ® - - — �' 1 " #4 ® 12" O.C. 12" O.G. ; , d - - E: DET. 1 "' ,,, Z E: DET. 1 M Q a �� 2» FOR REINF. FOR REINF. EL- 0" ® ° 6" SLAB Q j1 V.E.F. ® II IELO.EF. FIN . FL. 2" P/C D L TEE e '- 0" , H.E.F. .d ® . J - - - - tl d 4 - LLj LLJ y .C. zP/ L E Ran BOTTo ® d a d 4 12" .C. e 4-#5 CONT. ° 1 ®-0' 1 ®-0" SCHED, REINF. SCHED, s 4 3®®0N � 4 ' 12" O. . 3'-0" ' u SECTION 2 SECTIO19 3 SECTION SECT ION 5 SECTION SCALE: l =1 -O SCALE: 11".l '-O" SCALE: =1 -0 SCALE: l� =1 -0 SCALE: li =1 -0 RE: PLAN op RE: SHEET S6.01 < 4 FOR C.M.U. REINF. a TREADED INSERT FOR P/C WALL ( .) P/C WALL (TYP.) ° e ' P/C BEAM. PROVIDE INSERTS 14" O.C. (TYR) CO NN. Y P/C TREADED INSERT FOR G.M.U. WALL E: ARCH. FOR TOPPING X MATCHING C.I.P. . REINF. ANUF. ( .) SLAB, REINF. 2" O.C. 1 O.C. ( ' .) G Y P/C a R FIN. FLOOR EA, Y T ID-DEPTH ANUF. ( .) d 8 4 L SEEP ( ) ' . R OWNER/DEVELOPER UPPER BASEMENT r All LEVEL CD VAIL RESORTS OR tA. CD it CAD (y 12 O.C. H.E.F. CT. ® 6 .C. V.E.F. i 7 7 C.I.P. ALL u COMPANY ' C.I.P. ALL ir, In X AVON, COLD O 1 O.C. H.E.F. CO T. o " .C. V.E.F. e - L . 'd ° a Y ry Q d . DESIGN' . d e ARCHITECT . ° . ; . d 12- 9 COT. 7 a ° (4 EACH FACE) ` , FT REINF, " 4 44 0 1 ' ' 1 7 a d < a 1 SCHED. G. REINF. 1 4 40 ° . ® 1 �, a d d E: 1 / .0 FOR NOTES Denver, Colorado a SCHED. FTG. REINF. R 1 >-4» SCHED. FTG, REINF. 7'-1 ly" 10'-9" ARCHITECT OF RECORD SEE PLAN SEE PLAN SEE PLAN SEE PLAN 1 '-4" SEE PLAN SEE PLAN GLOVER SMITH BODE, INC. OKLAHOMA CITY, OKLAHOMA 49 01 01 CIVIL. ENGINEER ALPINE ENGINEERING, INC. VAIL, COLORADO SECT ION LANDSCAPE ARCHITECT SCALE: >�"=1 '-0" SCALE: Y4"=1 '-0 SCALE: v4"=1 '-0" BURLINGTON VERMONT STRUCTURAL ENGINEER A A HAYNES EY ASSOCIATES, 6" INC. N , N HOUSTON, TEXAS d. EL. 8132 FIRST FLOOR BE E: LANDSCAPE 1 PIER x5 —0 DEEP j RE: CIVIL/LANDSCAPE E: CIVIL/LANDSCAPE DRAWINGS DRAWINGS - 3 TIES 12" O.C. > 3000 PSI N .W. CONC. MECHANICAL ELECTRICAL GATE POST PLUMBING ENGINEER to I I I-II I=111=1 ' 'T= cn EMBED L " " LANDSCAPE S CONSULTANTS INC, '�' - - W_ I I I DENVER, COLORADO T. O. GRADE RE: CIVIL tRE: CIVIL/LANDSCAPE I ERIO DESIGN - I I ON ASSOCIATES DRAWINGS AR "S" j " N III-LIMIT-1I1= DALLAS, BAR TX L AR NSN -1 11=1 I H I 1=1 z I I I I I=1 I F-1 11=1 11= » y » , w I I =111=111-11 ICI L 11 RACE R T" AR X » : CI L/ DSCAPE � I I I LIFE SAFETY w BCE ENGINEERING INC. ® DRAWINGS . "L" - V A, COLORADO BAR E BAR III a " " w LIJ PROJECT NUMBER, 20941 .00 CID DOWELS TO MATCH I ISSUE REVISION DATE RE: CIVIL/LANDSCAPE RE: CIVIL/LANDSCAPE C) VERT. REINF. ° P^ EL. 8107 UPPER BST. DRAWINGS I_____ DRAWINGS 7 7 00 ® ® 4 __ ____ ______1___ _ __T. LAP SPLICE: _1___ _ r_ __- _ __ % DOWELS TO MATCH LAP SPLICE: 3;-Op FOR BARS z VERT. REINF. 3®-09 FOR BARS - _ 4 -0 FOR #8 BARS m _ III - 4 -0 FOR #8 BARS TRANSFORMER GATE POOL GAlt: POS TI CONNECTION z N ® I II II = 11w �� 4'-7" FOR 9 BARS ® i I I �I Ii II �� '-7" FOR 9 BARS SCALE: Y�"=1 '-0" SCALE: Yz"=1 '-0" ° w Q �� 5'-5" FOR #10 BARS a 5'-5" FOR #10 BARS CL N J DOWELS TO MATCH N 6 5 m _ .--� cn I�RT. REINF. " v, co w i 12 O.C. LONGITUDINAL w i 3- CONT. HORIZ. Z 6 a c_' #4 12" O.C. LONGITUDINAL (n cn 7 > `" TOP BOTT. > `� 12" O.C. VERT. TOP BOTT. w EL. 8096 LOWER BS T. 750 PSF 7 8" 1 '-0" EE PLAN op C.I.P. CONC. WALL REINF. / ® ® 12" O.C. VET, EA. FACE. #4 SOUTH BASEMENT WALL 12" O.C. COT. ORIZ. EA. FIN. FL. TERRACE FACE LE I�, EL E: PLAN m ® m mm m m m I CINIM LATERAL LOAD DIAGRAM ` AR "P" BAR "P" a j C.I.P. BEAM 021 P #5 12/17/07 I FIN. FL. CONDO 7 017 VISION #7 10/ 19/07 " X N " N " 04 I � z LE L, EL E: PLAN 6 Q 6 BAR 16 015 VISION #G 08/ 10/07 e. mm m mm C C ® I 5 014 REVISION #5 05/04/07 4 013 REVISION #4 04/ 12/07 4 ADDLtl HAIRPINS 10 TYP . RETAINING WALL ISEC TIONS 12 Q.C. 009 PE T SET 11 / 17/06 SCALE: NONE ADDL 12"0.C. I I �I • It 6 III III ' 4 . o . . a GROUT DOWELS WITH 5000 PSI NON— RE �' d 2'- 0" SHRINK GROUT AFTER STRESSING OPERATIONS ARE COMPLETE. DIMENSIONS REINFORCEMENT TEMPORARY WALL SHORING SHALL SECTION REMAIN IN PLACE UNTIL GROUT A B C D H "P" "Q" " " "L" "S" "To ATTAINS DESIGN STRENGTH. mojEa RENF. PER 7/83.01 �� WORTH » , » N » » N N tl PROJECT KEYPUN 1 18 3 —0 8p-6" 24 122-05 0 2 2 0 #4@12" 0 2 12" 2'-0" 7'—O" 24" 10'-0" #8@12" 5" 2" 4" #4@12" #4@14" d a 3 12 2 1.0211 7 9. 0" 24 8 -0 2 5 #8@12" 4 #4012" 4 FOUNDATION 4 12' 2'-0" 5'-0" 24" 6'-0" 2' 5' 2" 4" #4@12" 4" SECTIS DETAILS 5 5 12" . 2'-0" 4'- 0" 24" 5'-0" 2" 5" 2" 4" #4@12 4" P/C WALL i 6 12° 2'-0" 3'- 0" 24" 4'-0" 2" 5" 2" 4" #4@12 4" 7 2 7 12" 2'-0" 2'-0" 24" 3'-0" 2" #6015" 2" #4014" #4@12m #4@14" 13 S ECTIO N NEW SHEET � SCALE: W=1 '-0" S3mO9 may ; P � .., � see e oe 28 SEE PLAN tl®� ® - BEAM REINF. CONT. 8953 SEE PLAN SEE PLAN wSEE PLAN SEE PLAN 40 w 6 7 FROM SEC11ON a 8 a PO4* 1 —1 Q e ems 1 —0 1 -0 , EL 8118 0 2» O.C. °- ' ' � w Oil CONN III= GINNIE` wee ke La I o — I 0 kill w GROUT DOWELS NTH 5000 PSI NON I GROUT DOWELS TH 5000 PSI NON— C r 4 oil till SHRINK GROUT AFTER STRESSING SHRINK GROUT AFTER STRESSING OPERATIONS ARE CO PLETE. OPERATIONS ARE COMPLETE. N ® TEMPORARY WALL SHORING SHALL _ TEMPORARY WALL SHORING SHALL � I • � I v I 4 REMAIN IN PLACE UNTIL GROUT REMAIN IN PLACE UNTIL GROUT eel .I n _ ATTAINS DESIGN STRENGTH. ATTAINS DESIGNSTRENGTH. a CONNECTION BY I I i I i I PRECAST MANUF. I d .FL ST L ! (Type) . :: :•: s I I II L 132 —a I - = - STIRRUPS 10" , . Lj I W I cn I ! I' SEE SECT, 1 /S3.01 n a i I I °3 — — — --- — - - FOR BEAM REINF. Milln . ke J j II o II o ao 41 I ! I _ _ - .a ! I 11 6 v N I I I n 4 d kkkj Ift it o w Ilb . I . I 21 kle t Ilk I N a.%�_ _— ) H E f w as , I II — W e Fi TH DED BARS » 2 .C. CO » I _ . N. » ° PROVIDE CONT. BOND BREAKER �. PROVIDE CONT. BOND BREAKER a �. 1 0 2 1 -0. 2 –0 a 12 O,C. I Ilk. 0 C4 ) > HORIZ. a d _ I I i I - I 1 I I f I — COT. I aa a a a ma a d. 1 I I d d a d �d m m d- . . e -I Y 3 Is—E — ® - v Q w• • ' r J(W yJ t 11 6 I, I a � FIN V E FL UPPER U P PER B ASE M ENT HOOK AT ENDS. I a Q D - - d 2_ CONT.P STRUT reel dor EL RE. PLAN b CROWD Oil 36 OC d RE. ARCH FOR S T ONE 5 36 O.C. Q LE DGE ELEVATION TYP P C L B 12 O.C. RT. /C L BEAM d a !IF P/C CON N BY CONNECTION BY MANUF. I CO EC i O Y PR CAST MANUF. PRECAST MANUF. z 3 CT. OIZ. CONNECTION Y ( )PREC A ST M ANUF. a. deco VER T VAM RESORTS Fl FL. LE L DEVELOPMENT _a N a EL 8121 0 _ /C ALL PANEL wastai all er AVON,, C01A)RADO T/ d d SEE SECT. N » N PRECAST STRUCTURE FOR . REINF. fail SECTIOM . a tl; , m , SCALE: v » kill s 2 4 40 a a d d �a a a d 6 : '. _. _ d: l I I I I .e e e. e a d d. , - . PRECAST STRUCTURE ' Z J w Fl . FL FIRST L : I I I I r I, .. Q J a Fl , FL F S T LE L Vi» 11_I!I I I 9i 0 Z q » ... I I D SCALE. d GLOVER &I = f D INC OKLMOMA f OKLMOMA 4< (nM ENGINEER AT PINE te f INC c RG 'd S GROUP SEE PLAN SEE PLAN G 1 _ ENGINEER C P/C ALL PANEL O T CONNECTION BY PLUAMING ENGINEER n PRECAST MANUF. GROUT DOWELS 5000 PSI O — i' INC 4 . HI ' GOUT A STRESSING OPERATIONS iS E COMPLETE. INTMORDESIGN TEMPORARY ALL SHORING SHALL , 12 N .c. REMAIN I PLACE UNTIL GROUT , DMItiI TX FIN. FL. UPPER GARAGE LEVEL E A Y ATTAINS DESIGNSTRENGTH. L 810 7 I tl °–CL BiCIERENGINIMINGINC r .d a I I _ — a I I I I — \\ I I i , ' " m w m w _ — — i II ;'a 8P .I." a d i Z •O. - w ' . . 0— »EL 8132 0 EL 8132 cn owl all om ISBN& COINED Gillette make, Oil all GROUP Settle tG d s F77 I I J I • . DATE a —i I _ I I ' O like P w d I N All sit lit /C DBL TEE a a COMPACTED SELECT FILL - w�N _ 40 mal SEE SECT. 7/S3.01 FOR SLAB SEE SECT. 7/S3.01 FOR SLAB, d P/C WALL PANEL WA LL FTG. REINF. CONNECTION BY WAFTG. R EIN F. PRECAST MANUF. a 7 PROVIDE CONT. BOND BREAKER a i -a» 2 - Is 1 r 1 I �r d — _ I r I r — it 7 - a a d. _ 0 I r — t� 10 o.c. CID the / T REVIEWED a 2 1 –® t.2 2 0 2 a a 5 6 O.C. c T FEB 07 40 4 2 3 6» P/C ALL PANEL 6 ESu ' It Colorado 1 - 6 1 -4 1 -2 0 FIN. FL LOWER GARAGE LEVEL a ' &1 ASKI ®/1 1 /1 8196 0 N 2 _6 a CONNECTION BY 2 _6 fq P RECAST MANUF. 7 7 10/19/07 fill Oil Oil Oil kill owl n 6 5 1 05/04/07 uF SEE SECT. 2 S3 -. 03 SEE SECT. 2/S3.03 ,03 FOR REMAINDER v FOR REMAINDER a SCHED. FOOTING PRE CAST STRUCTURE 5 SEC """"""10N SEE SECT. 1 /3.03 FOR J°' SEE SECT. 1 /3.03 FOR WALL REINF, SCALE: W.1 '-0" SCALE: 1� »=1 '-0° w w WALL REINF. — 5 PROJECT YP FOUNDATION SECT S DETAIL S SEE SECT. 1 /S3.01 FOR 7 FTG. REINF. SEE SECT, 1 /S3.01 FOR FTG. REINF. 10" 1 '-4» VA 10' 1 '-4 ION 111 FT70 SCALE:4_ S3m10 I ; IJ - I mr skm ADO c ® a <$ a e NOTE: CONNECTIONS BETWEEN xa .a HANDRAIL/STONE STRUCTURE 1 a SHALL BE SUPPLIED BY THE :: 'g"`r L E �® I Ile MANUFACTURER. REFER TO ARCH'L 4 e . DWGS FOR D'L INFO TYP. ; :v;. _ RE x . PLAN » R PLAN E• PLAN 10 Q.C. to 0 RE: PLAN z SCHED. FIN. FLOOR a 4 0 12 .C. ADD°L #5 x FIN. FLOOR EL SEE PLAN U. z a , ,_ Z ,,_ z TOP O 12" 0•C• TOP EL SEEP z �, a FIN. FLOOR ,�, ¢ ,,, J ,�, a re ® — a r EL. SEE PLAN w d a —'% qw I � Q� _ � N r p _ V2000 eT nemeses , 1 - K ; ROY ZA In Sv 1 " Ip SCHED. BARS o S4m01 . . I •c. -µ f ADD L 1 O•C. f HAIRPINS x 4 x SCHED. SCHED. f » " CH TOP 's... ADD'L 1 O.C. 12 O.C. _ 1 Q.C. I o SCHED. o 1 SECTION 2 SECTION 3 SECTION 4 SEUION SEC """"'10N 7 » f » » » » » - » e » SCALE: Yz =1 -0 SCALE: 1� =1 -0 SCALE: _ — - _ _ 'h"=1 '---0" LE. 1*i 1 0 SCALE. 1z 1 0 SCALE: cv m i SCHED. BM. SCHED. B • WIDTH FIN. BOOR WIDTH SCHED, B WIDTH 1 0 -40 rm�el TERRACE L C.I.P. COLUMN BEYOND 10 X CONT. . f » SCHED. B WIDTH . _ 1 — 4 Common Close RN. FLOOR POOL DECK l CT. KEYWAY 2 — - - - - - - - - - - - - - - - - - - - — — — — - - - - - - - - - cn in w Li _ 1 l — _ S VARIES I POOL AND DECK I a w 0 . SLOPE TO DRAIN Y OTHERS 1 SCHED. REINF. SEE PLAN _ . U.N.O. _ FIN. FLOOR POOL AND DECK o I • w FIRST FLOOR LE L Y OTHERS v = w I VAM RESORTS ma 401001 0022D Q001D 40121D SIM00 � m Mogen emmm new, slienneell mm—mnmme.� mak,, SONSO IA am � Seen SEEMS dEffiNe 420NO den mms Cause smamp deems §0020 Golan; memeek DEVELOPMENT II III_ me _ 111_111_ _ I W _ — _ _ 2 — = a ; _ I — 2 III _ 0 = W , I I - I CONPANY El 1 p N II .— _ I _ I Q _ cv — ® cv I w � I s — _ W 0 L) cn 8 _III I . Q Co 2 z FACE BARS DESIGN ARCIRTECr cn - » W >z .� 6 O.C. Co EL w _ I I . CD a— w > W SEE SECT, 5 7/8103 . cn ,, r rn FOR REMAINDER 16 . � #41 041 *1 40 En rk 1% w r" rk 116 w P/C COLUMN D P C COLUMN BEYOND cn BEYOND / 4 STIRRUPS Denver, Cdorado 5 I # P/C BASEMENT WALL RE: SCHEDULE / FOR . SPACING 6 SEC TION 7 SEC == ION 8 ISEC` 10N PATTERN TYP. 5 GIDVEEL SWM BODE, INC » » f N » f » SCALE: 3� =1 -0 SCALE: Yz =1 -0 _ - SCALE. 1z 1 0 5 ALPINE ENGINEERING, C SEE PLAN SEE PLAN SEE PLAN SCHED. B WIDTH 00 Lo VAna, COIA)RADO mit W : W - a GROUP SCHED, C.I.P. COLUMN 9 BURLINGTONVEMLMONT - SCHED, ' WIDTH SCHED. WIDTH r FIN. FLOOR POOL DECK INC I U I - - - - - - - - - - - - - - - - - - - FIN. FLOOR REFER. TO SHEET S .01 FOR w , FIRST FLOOR L a I I G U ALL REINF _a I I MINES- OOL AND DECK I 1 le 4XVIS' a mmomme 42030 SOUND nee�eL C. Y OTHERS DENVER, COLORADO 1 I I r z I Q FlN. FLOOR _ . J I 1 O.C. I 2 r I _tt _ FIR a a ]N=OR DESIGN ST FLOOR L ' 2 _ w I w TOP w w — CL w DAIL&% TX IM SAFM cn I w d _ (n I w I I I , > I 1 I c� _ w 2 z _ w CI J 1 Lu Lo a d P Li a w I V d 5 _ 4 12 O.C. d 4 12 O.C. BOTTOM TOP & BOTTOM ISSUE_ I 1 ; w Q �T DATE SCHED - BARS e EXTEND VERT. WALL EXTEND : VERT. ; WALL a N REINF. STD. NOOKS REINF. STD. HOOKS W P C STAIR WALLS SCHED, BEAM WIDTH AT TOP OF SLAB d P F a a . AT TO 0 SLAB Ad d . .. a '.d. '. 2 2 1 » f » » » CT ION ss f SCALE: 1� =1 -0 _ SCALE: = 1 —0 REVIEVVED BY I E. PLAN Lo SFIIt I : » HSS6x4 _ 1 E. PLAN 1 . » 7 10/19/07 I EMBED, PL N f » 7 f » —0 4 0 O.C• t 5 014 FJMWON #5 05/04/07 TYPO . , x f » . : _: 3 16 �.< ;ra �...��- � �,, ADD L 10 8 / 12 O.C. CONT x Y,. .x... L rt^.: rift _..x n .-er., n _. I . � s a.c. ToP x » � a; �» . . _ n� - 013 12 O7 , . E. P » FIN, FLOOR / / TOP BOT 10 O.C. TOP ' A : HOOK ENDS E. PLAN RE. PLAN 4 10 _ O.C. EL SEE PLAN L3x3xY } 009 PERMIIT SET 11/17/ TOP BOTT. ¢y FIN. FLOOR FIN. FL L ! I FIN. FLOOR ADD L 12 O.C. . M a . i a e o v r . . i s s EL. SEE PLAN � EL 81339-5m . . a . . . � , EL. SEE PLAN . , . w TOP_ BOTT. TYP. w b r � . Ld 04 inning SNEED .� L names doomme genne epegn 00120 4000D dw1mb names ® _ _ I � . . FIN. FLOOR � f_ » WI o EL. 8132 0 ' too a FIN. FLOOR _ l FIRST FLOOR LEVEL » ' L #5 12" � I #4 x » RE: ARCH°L DWGS FOR Y;:. #4 12 0•C. -11 1 -6 G 3 O.C. j 12 O.C. ADD L INFORMATION v g I _ x L- Lommmommimminsimummummusel $ id " �, o • = 12" O.C. ADD'L #4 12" 0•C• SCHED. BARS ADD'L4 STIRRUPS 12 O.C. a _ I " i r TOP & BOTT. TYP• TYP. 12 O.C. HSS6x4 EACH o I TOP BOT / END OF DOOR. o N SCHED. mar 8» \�#4 STIRRUPS PROJECT YP RE: DET 11 FOR 6" 0•C. f » » » 2 SCHED B - C6x8.2 4 -0 / ANGLE G IT ADDL NOTES. 3 6"x18 GA. METAL STUD SCHED. HSS6x4x/8 INFILL 16 00•C. P/C COLUMN BEYOND m VSCHED, REINF. CONCRETE FRAMING I 2 SECTIONS DETAILS 14 SE ION 15 shti ION ILSE ION SETION t3l ISEPMON SCALE: Sri"=1 '-0" SCALE: 1'z"=1 '-0" SCALE: W.1l '-0" 7 SCALE: 1�"=1 °-0" 7 SCALE: Y�"=1 '-0" I I I, i i ef`0 I%IZZ6 L D 0 it 09SJ3 fee ox, N 1 CZ16 n efl, A 1 —0 f , RE: PLAN f-, elf #6 0 16" OoC SCHED. COL. % ME SCHED. CO le -let- ep le It fe��__ I life, le #4 @12 O.C. HORIZ, EA. FACE le,, illle . f ."'; fee, f #6 @ 16" OoCo i lit 15 p fe —7—\ I If 1 �! I If #6 @ 12" O.C. VERT EA FACE it I if i if f It: i c e REo PLAN i top i REs PLAN L* L* c RE: PLAN RE: PLAN 40 RE: PLAN RE: PLAN ,RE: PLAN t, I i i do I 10 1 so 19 ;0 77 1 ........ If if 16 If i 4 If I fee FIN. FL. EL. FIN. FL, LEVEL 3 FIN. FL, ELI 0 FIN . FL. 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REINF, I 5 e 4 FUTURE SLAB MATCHING SCNED, SLAB THKm / 4 12» 0•C• TOP BOTL EA. WAY I THREADED INTO MECH. SPLICE Aft Ash, 2 ■ 7 PROJECT KMUN i E 4 CONCRETE FRAMING SECTIONS DETAILS SEC � 10N 14 SECtTION ISEUI ION SCALE: k"=1 '-0" SCALE: 1�"=1 '-0" SCALE: k"=1 '-0" SCALE: 1§°=1 '-0" SCALE: 1�"=1 '-0" S4mO35 I .011 lit 3 VIL RE: PLAN or RE: PLAN RE: PLAN RE CAST IN PLACE CONC. 40 9" / p I N d WALL BEYOND DOOR dwag? - ! K 0!4, CAST IN PLACE CONC. 777/ WALL BEYOND DOOR AL 7—\ t L) It gc LD I- -f - - 1 t I cn Lu t I I it —0 #6 0 6" O.C.x 4i It SCHED, WALL REINF. U) lt 5 j FIN FL EL. <t It if U) :5; f: l c) >: RE: PLAN CD < It t I' l �00 It #6 @ 6" O.C.x 4 m I t U. FIN . FL EL FIN. FL. EL. U) FI N FL EL. t r FIN. FL EL F TYP 2 � ' f I I r � i E � I i I It REo PLAN cn if t lL "1 1, RE: PLAN RE: PLAN RE PLAN i li U) t f q FIN. FL. EL. ft - I i I & 0 - lI f V - L I � 5 � uj Q< lf l � I it Z 13. 2 it k 93. Q f RE PLAN ADD'L HORIZ BA SLOPE --f- g >: I r ift U) uj TCH SCHED REINF MA C%b 't V77, i If qz: f & LI a k � SILL L 4x4x I ass ..... . .... --- ----- -- ---- 00r. tat tt-l- It SCHED. BARS f tl t t 14, 't EMBED. R 6XO'-8" % f2X REINF. SAME STD. AISC DBL. It 4 P/C LINK ELEVATOR BEAM WHEREJA REINF, SAM W/2-)/20XO'-4" H.S, A. C) AS 2/'S4�01 NGLE CONNECTION .7 1 1 @ 18" 00co SHOWN ON PLAN W AS 1pitaffl #6 W MECH m 'I f n I EMBED, P "Mm AT NSERT I I CD U EACH END OF BEAM it RE: 2/`S4.01 Z: 1 if -1 Lu 0. Lu 0 P/C WALL A-LL V c) REINF TO MATCH SCHED. C.I.P. 4 X. P/ L; WALL BEYOND "t WALL ABOVE (MIN), PROVIDE 7 ADDL REBARS AS REQ'D PER PRECAST MANUFACTURER'S IN DESIGN (TYP) SECTIOM 2 SECTIOM 3 SECTIOM 4 ISECTIOM 5 ELEVATOR DOORWAY A- - SCALE: W=1 '- O" SCALE: M2"=1 '-0" SCAI F: Y2"=l '-O" SCALE: Y2"=1 '-0" SCALE: W.1 '-O" r I*i 0. 6 WALL RJUMISITION SCALE: V2"= l '- O" CAST IN PLACE CONC. WALL BEYOND DOOR uj � CAST IN PLACE CONC. Q WALL BEYOND DOOR .j r-j 0 OWNER/DEVELOPER UJ V 1 - 0 Lo = z S-Ill u ADD L 2-#8 TOP & � CAST IN PLACE CONC, SCHED, WALL REINF. U) r 0 j co BOT, EXTEND 4 .0" VAIL RESORTS WALL BEYOND DOOR � CAST IN PLACE CONC. I � l 0 < ADD'L #5 x n INTO SHEARWALL 0 1 4 CAST IN PLACE CONC. WALL BEYOND DOOR cn ii: Foc 00co FIN & FL. EL. I" EVELOPMENT TYP @ SHEAR WALL EA END WALL BEYOND DOOR ij 5 RE: PLAN COMPANY �0" #6 @ 6" O.C.x 4 ADDOL 2-#8 TOP & m 2 cn U U. BOT. PROVIDE AVON. COLORADO = MATCHINGREBAR U) Lu Z: Cn Lu FIN. FL, EL, 0 Itm FIN, FL EL. 0 FIN. FL. EL. CD uj Oct m INSERT IN P/ L; m M RE: PLAN RE. PLOAN RE: PLAN g >; PANEL TYP 0 >: .......I SCHED. WALL REINF, C) UJ C) UJ V) w % uj DESIGN ARCHITECT 0 & 0 0 —ADDPL 2-#6 EA FACE. uj uj < uj m< #4 STIRRUPS @ 6" O,C' k .j C� :> 0� CD EXTEND 4'-0" INTO SHEARWALL @ EA END M En #4 STIRRUPS @ 6" O, C1 cr) 4 V) W Li a cn uj 4 14 ui STD. AISC DBL. FIN , FL. EL. ELEVATOR BEAM WHEREJA C.) RE: PLAN SILL L 4x4xY8" CONT, NGLE CONNECTION It >� SHOWN ON PLAN 0 AT DOOR j Denver, Colorado ADDIL 2-#6 1 -0 w EMBED. P "M" AT m EA FACE EACH END OF BEAM A-tttt— CAST IN PLACE CONC. WALL BEYOND DOOR EMBED. k )/2x6xO CAST IN PLACE CONC. w 11 C> ARCHITECT OF RECORD P/C LINK W/2-Y20XO'-4" H *SaA* WALL BEYOND DOOR CL w u 00 .j CL GLOVER SMITH BODE INC, uj @ 18" OvC* 1 - 0 ui m m 04 d--L� e- 0 OKLAHOMA CITY, OKLAHOMA CD C.) C.D Q C3 :2 SCHED. WALL REINF. In uj CIVIL ENGINEER uj uj uj m OL 0 & 61 VIDEJ 0 uj PRECASTER TO PRO ALPINE ENGINEERING, INC. 0\ w 1:r ll POCKET TO FIT SCHED. V) VAIL, COLORADO C) BEAM WIDTH x DEPTH (TYP.) LANDSCAPE ARCHITECT \\� P/C WALL BEYOND P/ L; WALL BEYOND REINF TO MATCH SCHED. S E GROUP C.I.P. WALL ABOVE (MIN) BURLINGTON, VERMONT . 4 NOTE PROVIDE 8" MIN BEARING ON STRUCTURAL ENGINEER P/ u PANEL @ EA END (TYP) P/C WALL HAYNES WHALEY ASSOCIATES, 1 .0" INC, 40 HOUSTON, TEXAS A REINF TO MATCH SCHED. C.I.P. + t . WALL ABOVE (MIN). PROVIDE MECHANICAL EL�ECTRICAL PLUMBING ENGINEER ADD'L REBARS AS REQ'D PER 7 -STAIR DOORWAY ELEVATOR DOORWAY $ HEAR UFALL ISPLICE 10 STAIR DOORWAY PRECAST MANUFACTURER'S ABS CONSULTANTS INC. DESIGN (Ti DENVER, COLORADO SCALE: 1 '- 0" SCALE: 1/2" 1 '-0" SCALE Y2"- l '- O" SCALE: Y2"-l '-O" INTERIORDESIGN WILSON & ASSOCIATES DALLAS, TX LIFE SAFETY P / C UJALL PocrETSS AT C . I . P . BEAM, BCER ENGINEERING INC. SCALE: 1/2".1 'll ARVADA, COLORADO PROJECT NUMBER, 20941 .00 15.0 ISSUE REVISION DATE 1 -0 INSIDE FACE OF ELEV. SHAFT WALLS. I 1 � ADDL #6X1O -O @6 O,C1 A--tltlt-lt-tCASTIN PLACE CONC. CENTERED AT PIT � CAST IN PLACE CONC. A—tt-ttlttttttttttIICAST IN PLACE CONC. WALL BEYOND DOOR P/C CONC, WALL EXTEND WALL VER11CALS WALL BEYOND DOOR WALL BEYOND DOOR #6 0 6" OsCe T&B CAST IN PLACE 2'-0" X 2'-0" X 2'-0" W/ STD, HOOKS @ TOP EA. WAY CONC. PIT FLOOR FIN. FL. EL. SUMP PIT OF SLAB. EL. RE* PLAN C.) RE: PLAN Y4"0 HoSoA, uj U.1 uj = I Lj d< @ 24"Os Cs U) j (n CL U) UJ d9c C> % (L SCHED. 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ADD'L REBARS AS REQD PER SCALE: h"= l '-O" If It WALL BEYOND DOOR PRECAST MANUFACTURER'S U it", lit DESIGN (TYP) e. 1 — 0 40 40 9P9 0', L '9 J-- k- SCHED. WALL REINF. PROJECII NORTH ft� 01orad -0 -� ITRUE k,le NQRTK�� PROJECT KEYPLAN Ch T 10 N MON SECT ION r.. SE "r 13 WALL TR AANSITION 14 sonmEAR WA LmL SPLIG" E 15 SECTION 16 SEC CONCRETE FRAMING SCALE: X2"=1 '-O" SCALE: 'h"=1 '-O" SCALE: Y2 .1 -0 SCAI F: V2 -1 -0 SCAI F: X2"=1 '-O" SCALE: 1h" SECTIONS & DETAILS A5 A2 rL E RE IL N 7A 7 RE A It r RE L41 D--j ttt 7AE L 0 u RE* 2 0 f47 L 0 I u T—L A ACE FLOOtR7 \�� r#5 A r "'l RE* S4mO4 p, J, @ ' g DSi m • g „ • OA L P I I ® CIO + I f I r I I i I 1 — y 10 —7 70 20-84" RE: ARCH E: ARCH RE ARCH ORE ARCH t 1 —1 2 —10 — y 1 0 4 6 11 4 w e. i I I 3—#8 TOP & BOTT. HOOK AT END SUPPORTS as /�- 3-#S TOP & BOTT. HOOK r i a AT END SUPPORTS ; I 4- A. FACE I , E EH K _ r a AT END SUPPORTS a _ a r a 3 #6 EA. FACE HOOK 4 STIRRUPS 12 O.C. a T END SUPPORTS a e i 12 o - I .c. R ° r STIRRUPS 0 12 O.C. 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NOT SHOWN — — — — — ® ® — _ EL. RE. PLAN =: . . DECK C.L. PL. & ANGLE . . . EL. RE. PLAN a G LO LO t0 cm FIN. FLR. EL. CID I ® — RE. PL \ s M t 3 4x CONT. : . Lox ; 8 r _ ,. R ER E LOPE _ . _ O D VE . . I WN / 3 ;.r L4x4x CONT. I 8 f I STL. BEAM .: I RE. PLAN L S S ; I - 3 I L4x4x CONT. STL. . BEAM 0 I I DEVELOPMENT( ) . U.N .O. x12 FULL MOMENT CONN. T D L G LE E PLAN TOP AN OTT. COMPANY AVON CO LO O STIFF. E . AVON. COLORADO 2 „ R SIDE OF BEAM 7 8 111 4 9 MIN !:I -- -- ---- - 10 DESIGN ARCHITECT 4 2 40 6 6 Denver, Colorado ARCHITECT OF RECORD SMITH BODE GLOVER , INC. OKLAHOMA CITY, OKLAHOMA CIVIL ENGINEER ALPIN E ENGINEERING, INC. VAIL 1 COLORADO STRUCTURAL . EPICORE MSR FLOOR SL AB COMPOSITE DECK LANDSCA PE ARCHITECT S E GROUP 7 BURLINGTON,N TON 9 VERMONT 2 „ EXPANSION JOINT _ 5 Y 2 2 RE: ARCH FOR STRUCTURAL ENGINEER I - EXPANSION JOINT HAYNE S WHALEY ASSOCIATES, COVER INC. LIGHT GA, POUR HOUSTON TEXAS STOP, TYPO MI MECHANICAL ELECTRICAL a PLUMBING ENGINEER w y ABS CONSULTANTS . INC. a_ D ENVE COLORADO INTERIOR DESIGN WILSON & ASSOCIATES DALLAS, TX LIFE SAFETY ERB C ENGINEERING INC. ADA COLD O 6 ARV , 2 941 .00 PROJECT NUMBER, 0 J ISSUE REVISION DATE ROOF OPENING NIN SLAB OPENING his 2-12 CONCRETE SLAB BEAM BEARING . EL. A.F.F. I m FLR. RE. RF. PLAN C+ , L431111 LLV EACH SIDE OPG. L3x3 xY4 CONTI, CLOSURE L4x3Yi LLV) 9) f9 ANGLE FRAME ( SECTI ON F L4x4xYsx0 -6„ AT EA, CORNER OF OPENING I BEAM BEARING EL. A.F. F. &017 REVISION #7 10/19/07 FLI E. RF. PLAN i 6 015 REVISION 1#6 0$ 0 07 13 REVISION #4 4 04 12 07 s 4 a / / N L4x3 !2 LLV OPENING DIM. EACH SIDE OPNG. I ` SEE PLAN FOR E BEAM SIZE SEE PLAN FOR BEAM SIZE I NOTE. 1 APPLIES TO ALL OPNG, S WITH A DIMs f9 if i „ GREATER THAN 12 . SAFE � I ; t SECTIOIN Co it PROJECT i _ NORTH I TRUE - - - NORTH PROJECT KEYPLAN I I STEEL FRAMING 7 SECTIONS DETAILS YPICAL FRAMING ROOI�II OPENING 4 S5mO7 S5mO7 I FIELD VERIFY L L FIELD VERIFY L L FIELD VERIFY L I. FIELD VERIFY L Re EXTEND DORMER I I t l - I t lI _ I I r PO A r REQUIRED. I '1 B.O. DECK BEYOND EL VARIES B.O. DECK BEYOND EL. B.O. DECK BEYOND EL wee ' ' NAL +15 -11 2 AO L 5 +15 -11 2 A LEVEL �. `yam/ I j EXTEND DORMER ' I POSTS A - - _ ' - REQUIRED. I / " . n `,r- " Llr, t ! I � r ^ `-'" " , LI t ! , rr `rrnj I tl A DE l 0/;r R f E/fS!I t I P' A,C"E- , Dt I5 j E f n I I rI I f—/R'-E—S--P%—'A—C—"E L ROOF PU —L—i diiiii,B.O. DECK -BEYOND r r r®a ti`H-L y I I I I I I I I! I I I I = ® ® - ' — II I I I,I I I _4 I I I I I I t -_- — — _J I I I I,`I I I I I!I I I I DE LO BEAM +148-7Y4" A+14 -7 A L ' _ o o EL NO C - DEMO L BEAM v t cnz o B La B.O. DECK Ile WINDOW O DECK SUPPORT '' G I L. VARIES /ELEMENT TO SUPPORT DROP E O TO. S L L B.O.0 DECK L D ILL DECK DORMER FRAMING ` 51 +12'-60 ABOVE L 5. VARIES " ' Z.0. EL = 1 '-11 de` L E QUI PROVIDE HANGERS T T LEVEL ABOVE LT . U +1 -6 . — 1 " Q.C.= B.O.ZDE G � C T.O. S L L i E L _ +1 -1 B.O. L _ +12 —i BETWEEN +12,_11Y4i" ABOVE LM 5e B.O.E . HANGERS T SUPPORT L L 5 E I !LOWERED S REQUIRED. -Ile I " " . I I s® 1 " O.C. " LEVEL 6 — +11 ® I L — 11 LEVEL +11 — _ DSIGN _ C - D A T E IN L FIELD VERIFY _ A FRAMING MODIFICATION ) FRAMING MODIFICATION FRAM 10 Ike' GAP M (J) DIFICATION 4 FRAMING MODIFICATION A : SCA 3/ " = 1 '-0SCA : 3/ " 1 '-0" SCALE: / " = 1 SCA " ' " 4 POST CUT OUT E OF O RE OF ITI SLOPING 4 BEYOND EXISTING EA "&0'-8" JUMPER � INSTALLING POSTS VAIL RESORTS / L4x4 2x1 —0 ' _ - _TOP AND. 0 � 6 G S FLANGES / �i - E B.O. DECK COMPANY AND L T / ` SPANDREL 4 — AVON, COLD O ANGLES. NEW GH HI WI 422 l S G E RIDGE E E dill, DECK L / 4 W —+1 -7 " g EXISTING ® Ver` .l f"x EXIT ROT E TO 2 CORRIDOR E" RADIUS EXTERIOR'I WALL 0 .SIDE O COPE i°� AL OF PIPE POST Denver, Colorado HIGHER ELEVATION 4 40 sit EAO ON BEAM feel x I � I I I I ; O ORIGINAL UNIT L COPE . .t 4x30 AROUND DECK L 3A"V "Y0"-8 ASE / ' E SEC110 .. 2x16 DOOR OF LOFTS B 4 3/ K — OL ARCHITECT OF CO Ms I 6 ® (2 pMAX. EMBED) GLOVER SMITH BODE, INC. 0 OKLAHOMA CITY, OKLAHOMA +11 wee CHIP BACK EXISTNG B C ENGINEER. " W21x50 y ALPINE ENGINEERING, INC.% L "33 BEAM COT, DECK TO PROVIDE BEARING m " VAIL, COLORADO lee e. ANGLE. WELD LEDGE FOR NEW SECTION T EXIST. OF FLOOR DECK.P C p H LANDSCAPE ARCHITECT S E GROUP 5 BEAM NOTCH FRAMING MODIFICATION POST DETAIL - --- -- ---- - -- MEMORIES= BURLINGTON, VERMONT STRUCTURAL ENGINEER SCALE: j = 1 '— " HA S Jt ASSOCIATES, el ,'-0" SCALE: 1 /4SCA 1 / " = 1 INC. HOUSTON, TEXAS MECHANICAL ELECTRICAL FIELD VERIFY FIE VERIFY PL ENGINEER PST S CONSULTANTS INC. CUT EXISTING DE R, C o PIPE COLD AND DECK EXISTING 4 CUT INSTALLING EXISTING G I OR DESIGN E (BEYOND) Y EXISTING ON ASSOCIATES A IS T INSIDE Bs ; DECK O INSTALLING E T D ," =®3 1 ® RTES TX O CUT 1 LIFE SAFETY C) t BCE ENGINEERING C. 3 A, COLORADO POSTS IN S SPANDREL I to EXISTING EXISTING B.O. DECK O L PROJECT ER. 20941.00 COLUMN 4x22 +0 LO B L reel 7E PULIS ISSUE VISION B.O. DECK WINDOW ° /^o0 -4" SILL EL. VARIES _2WELD B.O.0x12 ( I .) END VARIES 2 LL RETURN o B.O. DECK EL E 3" STD L . G . PURIS ABOVE LEVEL' PIPE POST I t I -- - - X1 - - - " RETURN t - - w. . 6 j BEAM T " ' " BASE T / /"x3" 0'-6 /DECK SPANS EAVE BEAM. PROVIDE HANGERS / TO SUPPORT LOWERED MEMBER 4- / K KBOL TAB BETWEEN AS REQUIRED. (2" MAX. EMBED) BEAMS . te Y4 LE FINISH FLOOR LL 5 m J 1X2" 1y Lu N 8 6J T.O.V. ION U PDIAF T E ' 10/05/09 19 07/ 17/09 PR #59H 06/ 16/09 9 I el P J A A APR #60A 03/ 17/09 FRAMING MODIFICATION FRAMING MODIFICATION FRAMING MODIFICATION POST DETAIL (3 PLACES) )AB PR #59C ANC #59 03/ 10/09 —0—0 " SCALE* /4 = 1 SCALE. 3/ = 1 SG 3 " = 1 SCALE: / " _ 03/09/09 AF #59A SECTION OF BEAM NMI I TRUE NORM TO E REMOVED EXISTING er 4x22 MlW NEW 0x12 F ' o (MIN.) 2 $ rg PP 6 08 FRAMING MODIFI (C"ATION SCALE 3/4" - l '-0" NS Ll in i Re fix ION '— y" '-6�" '- " '-9' '-6y" 4`-6y" " '— y 4 -4g '- 4 " A `— y" 4" 4" 0.99 `-4y' '®4y' 3'-9 ' q" 4 a o " 4 Lx3x% ANGLE ¢ N 4 FRAME AT f GE PEAK r a BROKEN—BACK , W—FLANG BEAM / r r- SLOPED/SKEWED-- � , ' ,'" ' a LPEE/STKE WED I AGE r I HANGER f � I L3x3xy \ r ` Lx x3 ` 4" T Lx3 I 4" T It i r r , Lx4x3 L4x4x Lx4x3 L4xx < ` rr ® � SSL PED/SKE f ' ' � SLOPED/SKEWED I t FACE O I FACE /t ENT FACE OF , FACE F �g" T u I x 2 4 r I S S ` 2x 2 4 HIP HANGER / D ` HIP HANG „ l " " A L3x 4 L3 BENT r , I j , Y BENT y BENT r HANGER L4x3 HANGER r I - - - - - _ - - - - - _ _ — _ - - I � 1 - I , I Io1 cod Lxx% ; I ' ' j i L4x4x% Lx w LQx '- " 3'_ SLOPED ' 1 I I I i I Lx � ' . FACE F III CE . PIPE ' SC HIED. PIPE i I FACE OF FACE OF DO ' FACE F STUD 11 COLUMN I COLD I I i S S i BE r I ' STUD 7y I f I I j I Y" A4 I NOTE: PROVIDE VERTICAL 4p I I E SLIP CONNECTION e. a j I I i i i I E E ANGLE AND I i WINDOW f I OWNER/DEVELOPER VAIL RESORTS Yp T-6" OUT/OUT F S ° D C SECTION I y" 7 -6" OT/OT F SECTION y" DEVELOPMENT 2 `- ' '-1 " A TO '- " 3'-9" 9'-1 " E TO A 3 " 1p AVON, COLORADO VARIES VARIES p P I . 9 " 10— " OUT/ UT OF " " 1 = " OUT/OUT F ALL y' DESIGN ARCHITECT 1 '-7' T E 16 -7" 2 0 Denver, Colorado ARCHITECT' OF CO GLOVERSMITH BODE, INC. O OIvTA CITY, O O P E E C ENGINEER ALPINE ENGINEERING, INC. VAIL, COLORADO SECTION AT BEAM SECTION NEAR FRONT EAVE LANDSCAPE ARCHITECT SCA 1 /2" = 1 '-0" SCALE 1 /2" = 1 '-0" S E GROUP BURLINGTON, VERMONT STRUCTURAL ENGINEER HAYNES EY ASSOCIATES, INC. 4!-6%" 4'_63 # HOUSTON, TEXAS 4" 4'— f" 4% '— %" r' EACH C ELECTRICAL M6 s SIDE PL GI cn L33x ANG S CONSULTANTS INC. ul Lo eri E DE COLORADO vy cn T PEAK cn cn YD ` 12x30 N / I I OR DESIGN l s o ON ASSOCIATES M6 D S, i THICK SST . j RIDGE. ' LI SAFE — SLOPED/SKEWED r T SUPPORT C A BCER GI G L3x3 4 T HIP �,% BENT HIP PLATES. "Ira ' BEYOND V A, COLORADO R C , r _ - - - - - - - -- _ _ _ _ __ _ — _ _ _ — " STI ® T SIDE ° AST 1 " PRO E R 20941: " 1 ' 2�" � .'/ A � 1P 2f / .. , F E G F DECK 8 I / E . SIDE s `n Ya LATE J 14 r d. Lxx L4x4x/8 - L4 x% 7 7 L44 /S5. - 3 7 7y , 3 I DECK , r. DECK qql- C T. 2'-11y" CO T. CONT. 2'-11V CO T. E �s SUPPORT �4s SUPPORT 'r , r �, r #1 7 ( L3x3x3 ANGLE ISSUE VISION DA l� FRAME RIDGE PLATE � — PLATE Lxx R i " 7 Y" BENT R ROTATED — — — — — — 4" BENT � — CONT, e - - - - - - - L4x4x% ANGLEFRAME _ _ SCALE: 1 1 /2 — 1 '®O " IiI 3 �r 3 Y STIFF. R 1 s " a " DECK Lxx L4xx/g , r ' I �' r I % x2 x —10 SUPPORT 9y BROKEN-BACK ^ 9y I L4x4x I BR —BACK � W— NGE BEAM CENTER SIDE O FGAPRIDGE. PLATE W—FLANGE BEAM ' L3x3 4 s i ST 12' ' I Lxx y" BENT ' L4x4xl %6" BENT 4x26 E OF DECK 14 ' CONY. I' I ' COT HIP PLATES L3x3x% ANGLE 4 T.O. DO TUBE 1 i T.O. WINDOW TU E ( FRAME RIDGE s 4 +16 —8 BO i a +i -8 A o T TOP l 2x30 LEVEL ( WINDOW L I F G 2x30 NOTE: PRO VERTICAL i ' D , L4 � ' ,� ' E ' - I %"x2'x0°— ' . SLIP CONNECTION ' E B AND ° 4®_1 " E ° . SIDE F , 4x2 i WINDOW { O PROVIDE VERTICAL l FACE O FACE OF SLIP CO C110 gT.O.V. I®I� UPDATE 10/05/09 S STUD BETWEEN ANGLE AND WINDOW E _ #1737 08/07/09 P E P 1 7 1 7 " " " 3 x2 x — EP 60E 06/ 11 /09 SID OF l SECTION AT CENTER ELEMENT SECTION AT SIDE ELEMENT ANGLE FRAME AT - RIDGE 7 RIDGE BEAM SCALE: 1 /2m = 1 '- " SCALE 1 2° 1 '-0" SCALE 1 1 /2" = 1 '-0" SCALE; 1 1 /2" _ 1 '-0" / / I i IL LL NCRIHHT II TI I � � , 2�� 6 s 5 (D 9 % 36 DIA 3 3 8 9.0" % f 01 2- #4 39513 F 004 10 5 a a A -%eo % uj <N' cn 3- #4 6 SUPPORTBAR co IVAL crf 01 ns WIN m .j uj 0 A Q 0 MIN � @ 4 -0 O.C. MAX. 00 it a a U BAR k4,AIRS m ............ AS REWD 00 c/) UJI C/) 1 / z NUMBER OF BARS SUPPORTING BEAM INTERRUPTED BY Q u 2- #5X4'-O" AT EA. 2- #5X4 OPNG. PLUS 1 - #5 ON CORNER, MID. DEPTH BM WIDTH MID. DEPTH OF SLAB EA. FACE OF OPNG OF SLAB TVPm BEAM TO BEAM REIMFu 2 TOP SUPPORT BARS AT 3 BAR SPA . DTL TVP , SUPPORTED SIR 0 SLAB OPENING BEANS 25 " OR WIDER 4 PLAN AT INSIDE CORNER 5 PLAN AT OUTSIDE CORNER u CLASS "B" LAP SPACE 01 ADD'L STIRRUPS TO MATCH 3 " 3" SIZE & SPACING OF SCHED. COLD JOINT 6mmod SCHED. TOP REINF. STIRRUPS 1ST POUR 2ND POUR SCHED. TOP & BOTT. BARS 2 ADD'L S11RRUPS ONE ON TO BE CONT, THRU THE JOINT EMBED k -;A"x8"xO 1.8" SCHEID. TOP REINF. EA. SIDE OF STEP, SIZE TO MATCH W/ 2-W00" H.S. A. SCHED. STIRRUPS 4F or ZZ F SCHED. STIRRUPS 40 ZZ L-3"X3"XWX6" Ld L SCHED. BOT. REINF. ZZ VAIL BSESORTS Z BARS TO MATCH T� LARGER OF SCHED. TOP REINF, I DEVELOPMENT FROM EITHER END. 4 4-ADD'L. #4 STIRRUPS COMPANY (NOT SCHED,) 1 -#6x6'-O" TOP & BOTTS It-Y2"x12"x1 '- O TYP' AVON. COLORADO & /- & / P / / 3" @ JOISTS - 01 '01 1 00 01 1 3-#7x6'-O" TOP & BOTT, 45" TYP* W/6- W 0 HoSo V4 00 ; C*J6 @ GIRDER/BEAM UoN,O, L!S 2Y2"x2Y2"xY4"` L 6 iryp . STEPPED BEAM UJI COVISTAVIT SOFFIT CENTERED TO C* Js @ 5'- 0" 00co ANGLE 8"x4"x1h"xOg- 6" DESIGN ARCHITECT 09 COVASTRUCTIOVI JOOMT DETAIL RE: ARCH. FOR (LLV) 15 hl OR 1t5 h2 Z BARS TO MATCH - ------ -- -- REQUIRED EL, -0 4 2 40 do 00 t p LARGER OF SCHED. 4 WHICHEVER IS GREATE R TOP REINF. FROM op CLA� S 'B'f LAP SPACE EITHER END. L-3"X3"XY4"CONT. TYP . STAIR LANDING SUPPORT ROD DETAIL Denver, Colorado ADD'L STIRRUPS TO MATCH RE: ARCH. Ld SIZE & SPACING OF SCHED. �7 0 01 SCALE: NONE SCHED. P REINIT STIRRUPS 1 - #4 CONIT* ARCHITECT OF RECORD ckf GLOVER SMITH BODE, INC, F 2 ADD'L STIRRUPS ONE ON � . SCHED. Tt REINF, OKLAHOMA CITY, OKLAHOMA EA. SIDE OF DROP, SIZE TO MATCH SCHED, STIRRUPS [oil I EDGE OF CONCRETE CIVIL ENGINEER 11112111111111111 10 TYP . DETAIL AT WINDOW WALL cu SCHED. STIRRUPS c f- OR DOOR HEAD LSCHED. BOT, REINF. LANDSCAPE ARCHITECT S E GROUP Ld M — #3 @ 12" Lu Z BARS TO MATCH -/ fLd SCHED. BOT. REINF. cn cn BURLINGTON, VERMONT LARGER OF SCHED. BOTTOM REINF. CLASS 'Bo LAP SPACE STRUCTURAL ENGINEER 0 FROM EITHER END. --i" I - I I I k,,@ a U) HAYNES WHALEY ASSOCIATES, It CLASS OB' LAP SPACE I INC, A 9 TYP . CURB DETAIL WHERE DIM . IS GREATER HOUSTON, TEX-AS y THAN Bn USE #4 @ 12 eel '- O" MIN , MECHANICAL ELECTRICAL HAIRPINS W/ ADDOL PLUMBING ENGINEER 7TYP . STEPPED BEAM NJ / STEPPED SOFFIT CONNECTION TO ALLOW 1 - #5 CONT. TOP & BOTs SCHED. BEAM ABS CONSULTANTS INC, FOR VERT. MOVEMENT COMPRESSIBLE FILLER it WIDTH DENVER, COLORADO 4" PAD - #3 @ 15" EaWe BY P/C MANUF. AROUND COLUMN INTERIORDESIGN 6" PAD - #3 @ 1 OH EsWo CONC. TOPPING 12 TYP . DETAIL ADD ' L . M1, VJIDTH REIMF . WILSON & ASSOCIATES DALLAS, Tx CLEAR MIN. 8" PAD - #3 0 7 1 /2" E*W6 .on 2 & SEE MEN SPACING EXCEEDS 6 #4x2'- O" DIAS f. CONN. BY ELEV. MANUF. SCALE: NONE LIFE SAFETY TOP & BOTTS TYP. PLAK PROVIDE BARS AT EA. BCER ENGINEERING INC. TYP SIDE OF SLEEVES. EMBED k TYPE "B" COORD. SEE NOTE ARVADA, COLORADO LOCATION W/ ELEV. MANUF. 3/4" CHAMFER -=-- - - - -- ----- ----- - R— was, ovamms cwmm� 1,,,w mmm, ammul, 410,M,, 4 4 . ,mmm At 61111011 1 $102S m IRS SEEMS SWISS v0pup" m,m, 0,202, damumb 41011, VARIES SEE PLAN PROJECT NUMBER: 20941 *00 STEEL PIPE BOLLARD, RE: u u As ARCH. FOR REMAINDER TOP OF SLAB ISSUE REVISION DATE M m NOTE Li GENERALCONTRACTOR TO COORDINATE SIZE & C.) LOCATION OF PADS WITH ELECTRICAL, PLUM ., fit P/C DBL. TEE AND MECHANICAL CONTRACTORS, Y2xl2xl '-O" EMBED R W/ P/C COLUN SCHED. BEAM REINF. 4- ;Yi"OxO'-4" H.S.A. A MEW 1 -#5 TOP & B01TTo 1 -#5 TOP & BOTTS #4x3*-O" SLEEVE DIA. 0 EVERY OTHER TOP & BOTTS FOR ELECTRICA I b CONCRETE PADS L SCHED. BM. WIDTH f / ,I I I SLEEVE 016 !Ills �i - - -1 F MECHANICAL EQUIPMENT ——--------- 13 ADDIL . REINF . PAN SLAB OPENING 14 TYP . EMBED PLATE AT ELEVATOR RAIL i(TYPO) smst 16 TYP . P / C DECK TO CONTINUOUS SCALE: NONE SCALE: NONE SCALE: NONE 17 TYPICAL BOLLARD DETAIL COLUMN CONNECTION SCALE: NONE #5 @ 24" O9C* IN FULLY GROUTED CELLS 017 REVISION #7 10/19/07 #5 @ 24" OoCs IN FULLY GROUTED CELLS L015 REVISION #6 08/ 10/07 /,,�— #6 @ 8" O.C. IN FUH Y GROUTED CELLS A4 013 REVISION #4 04/ 12/07 009 PERMIT SET 11 /17/06 CONCRETE FLOOR SLAB BOND BM W/ 2-#6 CONT* A6 3RD COURSE FROM BOTT. 7 B-LINE B22-1 -16 UUN I CONCRETE INSERT (MIN,) OR APPROVED ALT., TYP. AUTO IMPACT SIDE 2 V D A K 4 F 11 , FIN FLOOR 7 7 EL SEE PLAN EL. SEE PLAN PROJE AF FIN FLOOR FE 2 6 2008 uilt Colorado NORIH r B LINE CHANNEL NUT :9: 1 TRUF L 5x3xY4xO'- 6" (LLV) . I Norm OR APPROVED ALT., TYP. @ 4'-Om OoC* PROJECT KEYPLAN CL m m UJI U.1 cn ui uj (41 Ln NOTE: STANDARD C.M.U . WALLS TO BE REINFORCED WITH HOOK BARS WHERE REQ'D. HOOK BARS WHERE REQ'D. #5 @ 16" O.C, VERT. IN GROUT CONCRETE DETAILS FIIIFD CELLS. TYPICAL U.N.O. ,,SCHED. BM WIDTHF VSCHED. BM WIDTH . A —r T T TLEP . DETAIL FOR INmImERIOR &%MU WALL -1 A G w %F u TO 81 11P. FOR AWU AUTOWBILE GUARD L 2 22 %& , M . U . WALL ANCHORAGE CALEo NONE SCALEa NONE SCALEo NONE SCALE& NONE A M8 1UFo L; E V I 7A /1 SLAB RETE CUN "A S6m01 0 11 Icz 0 eo % ADD . 'L 1 — #4x3' 0" DIAGONALLY 0 Yom I to a old PLACED 1 " CLRI FROM 0060864680 EACH INSIDE CORNER. 0 NA L OL JOINT UCTION JOINT CONTR CONSTR VERT. CONSTRUCTION JOINT z RE: GENERAL NOTES FOR < z 0 .j < PERMISSIBLE LOCATIONS. TOOLED OR 0. j FORMED #4 @18"x3pO99 IL 6 36 DIA& CONST. JT. OR Of 06 CONTROL JOINT W Of zt� (z /Z CONTROL JT 41 Ir 2— #4x3 0 STEEL OR EACH SIDE OF CONC. COL. BLOCK OUT. RE: PLAN , 36 DIA, NOTE: NOTE: 36 DIAo 36 DIA" IMMIMMMMINI tomi�almi� EITHER A CONSTRUCTION JOINT OR A EITHER A CONSTRUCTION JOINT OR A CONTROL JOINT SHALL OCCUR AT COLUMN CONTROL JOINT SHALL OCCUR AT COLUMN PLAN ATCORNER PLAN AT INTERSECTION CENTER LINES IN EACH DIRECTION , CENTER LINES IN EACH DIRECTION , 0 ) D ) ( SLAB ON GRADE ) ( SLAB ON GRADE ) ( WHERE BLOCK OUTS ARE REQ . TYPICAL GRADE BEA Mra OR WALL BAR TYP . COLUMN BLOCK OUT 2 TYP . CONTROL JOINT 3 Typ . CONSTRUCTION JOINT 4 PLACING DETAILS TYP . WALL CONSTRUCTION JT. SCALE: NONE SCALE: NONE SCALE: NONE SCALEo NONE SCALE: NONE Its #4 @ 12" BARS #4 @ 12" HORIZ� 30 DIA, C. M . U . WALL, RE ARCH . DWG. 36 BAR DIA. FOR LOC11ON AND DETAIL LAP 18/S6, 01 FOR REINF. (TYP. ) 1 #4 CONTI SEE GENERAL 1 6 e BARS TYP. 0 SEE GENERAL STRUCTURAL STRUCTURAL NOTES FOR OWNER/DEVELOPER NOTES FOR REINF REINFORCING MATCH SIZE TO fl� :D FTG. REINF, z C) RE: PLAN < VAlL P ESORTS CL j FOR DRAIN EL. IL cq z ADDpL #5 BARS @ DEVELOPMENT < Lu 12" OaCt. AS REQ'D 0 D SLOPE TO SLOPE TO ----- COMPANY POUR AGAINST 1 2 DRAIN DRAIN Ld ft UNDISTURBED AVON, COLORADO ItI ....... CC 0 ...... SOIL AS CLOSE TO ;> F- VERTICAL AS SOIL I 3 CONDITIONS PERMIT DESIGN ARCHITECT 2— #5 (Two) W. W. F. REo PLAN RE* ARCH . /MECH . CONTI I DWGS, FOR THICKENED SLAB T 1 P-6" VAPOR RETARDER 2 DRAIN SIZES & 19. 0" AT C. M . U . WALL 12 VAPOR RETARDER I ----t- POROUS FILL 30 DIA 40 4 40 LOCATIONS -7111 LOCATIONS TYPI POROUS , FILL (8" MIN) COMPACTED OR PROOF— LAP COMPACTED OR PROOF— ROLLED SUBGRADE Denver, Colorado ROLLED SUBGRADE ( SLAB ON GRADE ) ARCHITECT OF RECORD ,I0X0A%I, ` YP . SLAB DEPRESSION GREATER GLOVER SMITH BODE, INC. Ar 6 9 1 oil fo TYPICAL INTERIOR DRAIN TYP . THICKENED SLAB ON GRADE THAN 6v BUT LESS THAN 24a JL OKLAHOMA CITY, OKLAHOMA 7 8mmYP . DETAIL FOR SLAB DEPRESSION A OTYPICAL STEPPED IWALL FOOTING SCALE: NONE SCALE: NONE SCALE: NONE SCALE: NONE CIVILENGINEER ALPINE ENGINEERING, INC, VAIL, COLORADO LANDSCAPE ARCHITECT S E GROUP 3 SEE PLUMBING DETAIL 04/1 BURLINGTON, VERMONT i ti 1 3 FIN. FL. LOWER BASEMENT LEVEL FOR EJECTOR SUMP COVER 10 b j EL, SEE PLAN STRUCTURAL ENGINEER S "P" BARS HAYNES WHALEY ASSOCIATES V i I CHED, -- - --- - - - - - - - - -- -- III WIT CD HOU ON� ONE WAY SLAB SCHEDULE A.C.I. STD. fmh ft ft - - ---- - --- --- - - - ---- - - -- - ----- -- - --- - - HOOK V BARS -J MECHANICAL ELECTRICAL SCHED. REINFORCEMENT U PLUMBING ENGINEER SLAB SLAB ............... SCHED. "D" BAR ; 9. MARK THKa CON11NUOUS ER, COLORADO REMARKS DENV ADD'L BOTTOM REINF. INTERIOR DESIGN WILSON & ASSOCIATES @ M.E.P, PITS OMEmmWAY SLAB BAR PLACEM EMT #6 @ 12" OsC4 EAs *It. It WAY— BOTTOM d I LIFE SAFETY ARVADA, OLORADO VARIES (RE: MEP) 7 MIN REINF. CONC, PIPE PROJECT NUMBER: 20941 ,00 W 3" SCHED. "E" BARS GREATER OF Oo33 Ll OR 0.33 L 2 Lu o25 U "w%d I a " 11 ISSUE REVISION DATE ------- SCHED. "A" BARS SCHED. "B" BARS It IVA A.C.I. STD. 1, . ............... HOOK "C" BARSjAIIIIIIIIIIIIIIIIIIIIIIII FILL W/ 3000 PSI CONC. tA SCHED. SCHED. "C" BARS "D" BAR SCHED. "D" BAR 9 SCHED. ILI. CONTINUOUS 6". � J CONTINUOUS END SPAN INTERIOR SPAN st Ll L2 ONE=WAY SLAB BAR PLACEMENT I I 1=1 I I=ppI I NOTE: 7—#7 EA.WAY AT VERIFY SUMP DIAMETER GREATER OF 0933 L L 31, AND DEPTH W/ MEP MIT DEPTH 3" 0.33 2 L —SCHED. "R" BARS SCHED, "B" BA S A.C.I. STD. HOOK "N" BARS T� SCHED. 017 REVISION #7 10/19/07 SECTION "C" BARS A SCHED, 7 SCALE: NONE '\ 013 REVISION #4 04/12/07 "D" BAR SCHED. "D" BAR /4 CON11NUOUS 6" 6" CON11NUOUS 009 PERMIT SET 11 17/06 ] CANTILEVER END SPAN INTERIOR SPAN Ll L2 L3 ONEmWAY SLAB BAR PLACEMENT IM4 , FEL3 2 63 2003 3" GREATER OF 0.33 Ll OR 0.33 L2 MUJ�L NOF Uilt C01orado I— SCHED, "F" BARS SCHED. "H " BARS NOR A.C.I. STD. HOOK "G" BARS SCHED. "D" BAR SCHED. STANDARD END SPAN CONTINUOUS 6 INTERIOR SPAN CONCRETE DETAILS Ll L2 ONEmWAY SLAB BAR PLACEMENT 42LDIA, 0.25 Ll SCHE'. —j ;it SCHED, s)D BAR L751177 S6m01m1 1 ,ADO I IIIOD 7�fe D7As s = 1 -1 /2" FOR 0 e @ffi® WSa AL � e. a = 2 FOR OTHERS 1 . v iA 6 TES E E S, 1 /2" LL F COLD BACKING BACKING A tow +1 /:4 VAI T6 STIFFENER E ' . —° +1 / (TYPICAL) (TYPICAL) A I G A CONNECTION I L O T DESIGNED O BOTTOM LL (TYPICAL) ICI G I THICKNESS = THICKNESS REACTION. COLUMN A MATERIAL TIO LICE COLUMN MATERIAL SPLICED 3/8m L I .) T EACH LOCATION PLAN WHERE p SKEWED BEAM n COLUMN TYPICAL - . r 6 40 SCALE: ONE SCALE: SCALE: ONE ALE: SCALE: NONE SCALE: ONE I 1 '-0" 10" 2" " 2° e. z 2" 6" 2" 1 x12x1 '-10" / 0 0 — "0x0'— " LONG 4x10x1 '— / HEADED STUDS 1 ®.0 4" —1h"0x0'— " LONG ---- V4x12x1 '-0" / 1 0 o H STUDS 04 2" 2" 4° 2" 2" 6—%00 o _ ` _ DEFORMED BAR CH N2" 8" 2° Lo � I I 1 � cc Of DOUBLE ANGLE A.L .C. CONNECTION. — — — .I. . . CONNECTION. — i OWNER/DEVELOPER I CONNECTION " - ` — SI F Inn, it ECCENTRICITY F N " L 6x 1 '— " / — Fv.cr A . 4— " 1 '— " L G A A S AVON, COLD O o'-8" " . SLA SKEWED BEAM TO II I DESIGN CHI DOUBLE PLATE E PLATE F ANGLE 0 PLATE A G SCALE: .I.S,C. CONNECTION, OUBLE ANGLE A.I. .C. CONNECTION . 1l-2" 2" 10" do 2" 6" " " e.T 1 " 5" 1 2" 6" 2° x1Oxo'-10" / Denver, Colorado x x0'-8" / 4-1+�i"0x0'-4" LONG 4—I6w0xO'-4" LONG HEADED S DS HEADED STUDS I I ARCHITECT OF RECORD 01 I 1 0 r ' GLOVER SMITH BODE, INC. �' OKLAHOMA CITY, OKLAHOMA ° CIVIL ENGINEER 1 I I in I `° ® ALPINE ENGINEERING, INC. `'' VAIL, COLORADO TYPICAL BEAM TO BEAM TYPICAL BEAM TO COLUMN Al ERECTION BOLTS PROVIDE STIFFENERS " �+ LANDSCAPE ARCHITECT ISHEAR CON14ECTION 8 SHEAR CONNECTION SCALE: NONE SCALE: 1 AS RE ' . Y .I. .C. I BACKING BAR L6 x0x08-6 " LONG G S E GROUP (TYPICAL), " " BURLINGTON, VERMONT HEADED STUDS 2-1h"0x1 '-0" LONG STRUCTURAL ENGINEER DEFORMED ANCHORS YNES W Y ASSOCIATES, INC. HOUSTON, TEXAS 10 TYPICAL BEAM TO COLUMN MOMENT PLATE H ANGLE L PLATE M MECHANICAL ELECTRICAL CONNECTION AT FLANGE (WELDED ) PLUMBING ENGINEER 1 '— " I S CONSULTANTS INC. e. DENVER, COLORADO SCALE: NONE " " " " ° " 2" TE O DESIGN 4x1 1 '— " / 4x20°x1 '— ° / WILSON & ASSOCIATES VARIES 4'4"0x '-5" L '4"0x0'— " L 1 ®— " DALLAS, TX SUPPORTING P SEE 2" " 2® H S H S 2° " "0 do 10 e.1 " I 1 " I 2" Q. " x12x1 '— ° / I I I 41x1 '— ° / E SAFETY — Lx 1 /2X5/16 4— " '-4" L " " 4—V4" xO'— " L BCERENGINEERING C. SCHEDULE BASE PLATE _ _ _ �' _ _ _ _ �' H V A, COLD O 1 /2" I . T COPE COL SIZE ASE ANCHOR T �— I N �, I I I I I N ® J SIZE E NUMBER—TYPE — — — — — " — — PROJECT NUMBER, 20941 .00 MIN. THICKNESS O — C HSS6x6 1 "x14"x14" A 4 — E A ``' a o (NOTE 2) I ' i ii I — En O0 ® � — — — ® ' — �' _ — . ' Go ISSUE REVISION DATE -_ u n Q, w �- r n •- �- ==J) w N 4" 4" — — — _ _ z o " co 00 " 3 1 /2m 1 /4" r rim — — — — — — N N "n° L INCHES ALLOWABLE BOLT ALLOWABLE WELD TYPICAL PLATE DETAIL U BE RO CAPACITY KIPS) CAPACITY KIPSI 2 5 1 /2 37 48 PLATE N PLATE P PLATE 0 PLATE B 3 1 /2 56 77 13 BASE PLATE ISCHEDULE, TYP . BASE PLATE AND A14CHOR BOLT DETAILS - - - --- 11 1 /2 7 100 SCALE: I 14 1 /2 93 122 6 17 1 /2 , 111 143 TYPICAL EMBEDDED PLATES 7 0 1 / 130 160 c 8 23 1 /2 1 180 SCALE: 0 1 /2 167 198 4" &:::A::S:l :#2:2 03/ 10/08 e.10 1 /2 186 215 g 015 REVISION #6 08/ 10/07 j SCHED. COL. r 5 014 REVISION #5 05/04/07 NOTES: 1 . E TO ISC — MANUAL OF STEEL CONSTRUCTION (SECTION 1 ). I I i ` � i I 4 013 REVISION #4 04/12/07 2. ALLOWABLE WELD CAPACITY IS BASED UPON EA THICKNESS OF 1 /2" F A3 009 PERMIT SET 11 /17/06 MATERIAL AND 3/8 FOR AS 572, GRADE 50 MATERIAL REDUCE THIS CAPACITY r r °� T� PROPORTIONALLY FOR A LESSER THICKNESS. " N E — 1 -1 /4 DIA. A307 — — — r r / I I SCHED. COL. ANCHOR BOLT I i 3. THE SUPPORTING PLATE CAPACITY SHALL E BASED UPON ALLOWABLE LOAD PER BOLT 1 " DIA.x1 '-10" A307 ANCHOR BOLT TACK WELD I I r / � 1 4 I I OF 65 KIPS PER INCH OF PLATE THICKNESS FOR A36 MATERIAL O 73 KIPS PER I " 5/16 , BRACE / OF PLATE THICKNESS F AS A572, GRADE 50 MATERIAL F BEAM CONNECTIONS O 4" j / / / / ' I j 5 j 0 SIDES, THE SUM OF THE LOADS PER BOLT SHALL BECONSIDERED. i I I / r i I " " " 1 � , 5 I I P x x0 4. FOR COPED BE CONNECTIONS, THE CAPACITY OF THE NET SHEAR AREA OF THE B j I / / i / I I SHIM AS REQUIRED SHALL BE VERIFIED. TYPE E 5/16 I i r / rr " " 1 /4 I I / P x x1 —6 I 5. THE CAPACITY OF THE CONNECTION SHALL BE THE LESSER VALUE THE ALLOW LE 1 r SHIM AS REQUIRED I I GROUT AFTER INSTALLATION BOLT CAPACITY, ALLOWABLE WELD CAPACITY, SUPPORTING PLATE CAPACITY OR THE B I I I / / GROUT AFTER INSTALLATION I I " " NET SHE AREA CAPACITY. I I I I PL CAST IN 6. THE MINIMUM NUMBER OF ROWS OF BOLTS SHALL BE AS FOLLOWS: ° I e � TOP S �� T.O. BEARING S I r I T.O. BEARING SLAB PROJECT KEYPIIN — — — — 0 2 2 ROWS `� H N IL cn MAL 4 4 6 3RO v v -� SCALE: NONE ` Wl 8m 21 , 24 4 ROWS _ I _ ti � 0 STANDARD STEEL W27 k W30 5 ROWS L) v 33 36 6 O DETAILS 3— x5'-0" I 3—#54'—Om ro4viSTANDARD BEAM CONNECTION DETAIL 4- 5x5'-0" °P" CAST I TOP OF B EACH AY (R "Q" AT BRACE —3, -11 , 3/4" 0 A325 BOLTS — BEARING CON . — STANDARD HOLES —13 AND —14) COLUMN BASE 0 BRACE TYPICAL COLUMN BASE SCALE: NONE SCALE: NONE Sram06 t i I i i ) a® l d d . s 39513 fAL 1 ° 4" 10" 10" 4 COL I CIP COL P/C DL TEE ( ) I — d FIN. FLOOR ® �, a EL SEE PLAN d CIP COL I 1I!�" (TYP) N Fl . TOPPING EL FIN. EL ® R ¢ RE: PLAN RE: PLAN = J Tl!-- -rr Q . o d a e I w CIP BEAM - — C.M.U . ALL LOCATIONS d . T.O. BL E FI , FLOOR ° a _ : - A ED L I Q EL SEEP N � a EQI Y ARC d ft d A N N a d TOPPINGS d ° a : T 56.01 FO . . , -- T RAP PRECAST RECTA G = I F. D CON 110 d ( : ) d q ,' P L ° = T TOP O . . ` d v I : " . q L ENDS - --- .-� TOP OF PRECAST I k _ SHEET 6.03 FO TOI _ T PI I d . _ . COL SPLICES, CON TIO I N — AT RAP I r` PRECAS d . . _ _ _ ( E: ) ( ) R I a cn ® I d . I 2 d w 3 - a a ® . I _ II a d I a . .. PRECAS T COL II d --- g kk NN NN NN a I . - O TO " POVID P C SUB CONTRACT E C — — — — — — / q. q d ADDL REINF. I I— NGE AS RE UIR - q I P C COL d _ / 2 ® TED RT. REINF. : a d INTO C.LP. COLUMNS. �, q . II II d np co II I _ d I . ' . i a ■ q - N NEOPRENE PAD TYP TYPICAL CMU FROM TOPPING OWNER/DEVEWPER FLOOR DETAIL AT RAMP AND FLOOR 2 DEN"IAIL AT RAMP AND ■ FLOOR DROP 4 OVER PRECAST - » 0 A - N 1 » » + p _ " — » _ ALE. �4 1 0 _ 1 0 _ ` SCALE. . �a _ _ SCA �4 1 0 _ SCALE. �4 —1 0 A » N A 7 DEVELOPMENT COMPANY AVON, COLORADO 7 7 E: SHE .01 7 COL SCHED. . FOR C U REINF N _ L — SHEET .01 DESIGN FOR C REINF A L - T O ECAS Lo 13a p . ._ E , . _ . _ R CON Y PRECASTER L TEE FIN. R _ I SEE LA EL P -. -. a. a. TOPPING RE. FLAN FIN FLR EL RE. ARCH DWG S ® TOPPIN G < FOR JDINT SEALANT RE. PLAN D TEE 7"1 Apo d r� II II a C. cn �uj a : z RFl 2 35 ¢ TO 'PING O O O II ; 6 i II • • u J 0 a d Q w .. G _ _ L N 0 ALPINE ENGINEERING, INC N d � 7 ci COLORADO LANDSCAPE ARC1frMCT d O a _ N N $ BGO ¢ DD SCHED m II A L a - » d II : N 7, SCHED. BEA 7 7 7 _ _ a �, q 0 0 RENE II Sl'IRRUP SPA y NE P d II ¢ 2 ® ` w w II PAD S II 1 9 v STRUCrURAL ENGINEER y 2 � 5 u o cn i_ a o w s d - - a _ N C. d d N v STIRRUPS ADDL x Lo d • U cn RE. 10 S4.0 : FOR i SCHED REINF » / Lo O.C. . HAUNCH REINF. i _ a a r d T ADD L — r COT AM CONSULTAISM INC E. DET. 5 S .0 I re I • • FOR NOTES. C » » N 7 7 7y 2 1 N - INIIIIERIOR DESIGN 4q WILSON & ASSOCIATIBS _ BTT L S 7 ® A ! N — — 2 1 1 LM SAFEWY BCER ENGINEERING INC. CHE BEA : SCHED BEAM 80 ARVADA, COLORADO 5 DOUBLE TEES TO BEAM AT M94loOO ■ ■ ISECTION 7 ISECTION » ! N » » A N _ _ _ _ — I DATE _ _ SCALE. �a 1 0 _ , SCALE. 3�+ 1 0 SCALE. . �'a 1 0 6 2 - ` I�r�d el Co FEB 2 3 2009 FES�s t 1 i / / I I Z7 / / I 1 s 5 ® / 1 4 013 I / / 009 PERMITSET 11/17/ Boom mmm I I I ) i I i { PROJECT r. T D ECT DET IL S6mO spo PRECAST COLUMN SCHEDULE A2 205 193 1369 1389 140t 1429 1329 134 262t 264t 266 2619 270 2609 271 200, 201 2029 203, 204 174, 1751 176, 177 1649 165, 166, 185 1529 1539 1549 155, 1569 168v 1789 1869 157, 169 1589 1791 1819 1709 187o 196 194 197 1959 198 208 207 209j206 210 39513 0 182 1679 190 191 188 0c) 9� It PJAL COL P Mx My COL P Mx My COL. P Mx My COL. P COL, P Mx My COL. P COL p Mx My COL. P Mx My COL P Mx My COL* P Mx My COL. P Mx My COL P Mx My COL. P Mx My COL* P COLI. P Mx My COL. P Mx My COL P Mx My COLO P Mx P Mx My COL. P MX My COL. P Mx My COL. p Mx My COLa P Mx My SIZE (K) (K—F) (K— F) SIZE (K) (K—F) (K—F) SIZE (K) (K—F) (K—F) SIZE (K) SIZE (K) (K—F) (K—F) SIZE (K) SIZE (K) (K—F) (K—F) SIZE (K) (K—F) (K—F) SIZE (K) (K—F) (K—F) SIZE (K) (K—F) (K—F) SIZE (K) (K—F) (K—F) SIZE (K) (K—F) (K—F) SIZE (K) (K—F) (K—F) SIZE (K) SIZE (K) (K—F) (K—F) SIZE (K) (K—F) (K—F) SIZE (K) (K—F) (K—F) SIZE (K) (K—F) (K) (K—F) K—F) SIZE (K) (K—F) (K—F) SIZE (K) (K—F) (K—F) SIZE K) K—F) (K—F) SIZE K) (K—F) K—F) X `7 `7 xxxxxxxxx W xxxxxxxxxxxxxxxxxxx \\z0z xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx x — A — x — >1 320 . 115 115 >1 450 115 115 x 220 115 115 >1 800 230 115 330 120 100 x 1350 268 155 x 915 70 225 x 590 70 250 x 205 250 60 x 495 210 80 x 995 280 720 x 743 110 145 x 220 295 60 >1 1360. 1260 95 IX 630 195 165 A 500 — 80 >1 740 170 130 >1 680 270 70 x 510 350 471 DEAD >1 M 140 90 90 150 90 90 70 90 90 430 200 100 110 70 50 440 110 80 350 50 50 300 50 150 60 100 35 255 ' 70 45 440 120 220 347 50 50 90 120 30 520 565 20 270 55 90 270 — 50 94n 11f) .90 240 85 70 230 140 300 LIVE x x — x x x x x x Y x 10 30 10 10 20 10 10 30 10 10 40 10 10 70 10 10 50 10 10 60 10 10 30 10 10 20 10 10 30 20 30 40 40 10 70 10 30 30 30 20 ND \K1 20 30 30 10 40 40 10 1 20 20 10 30 30 20 20 20 30 30 U) x X1 />/\ x x x A X x m x A /Y\d x 175 425 550 75 225 50 50 425 150 50 600 175 75 225 25 50 925 350 175 1000 350 50 525 175 100 300 125 50 550 325 100 550 300 225 750 175 525 450 450 275 1725 725 225 700 625 75 400 375 150 1525 400 1 X 300 400 1350 575 575 575 SEISMIC x A v >1 IX v A x 10 50 50 10 20 10 10 30 20 10 40 20 10 20 10 10 50 20 10 40 30 10 30 10 10 30 10 // \\ 10 60 20 10 40 30 /><\ 10 50 20 10 40 20 10 70 70 10 70 70 70 70 \1 x x 10 40 30 10 70 70 20 60 60 40 SOIL xxx xxxxxxxxxXVA x x x x A QUO) X Y Y X FIRST FLOOR LEVEL xxx >/ \/ xx >TKxxxxxXv\ x /\1/\ / \ z \ 2 x x XXK > x x > xxx > > NY\ Ap<,\ A Ap< /\V\ /\ty\ AV\ A AP A /x4/ A A Atl /XT A A \1A /N/>/\ immi c) 3606 16x42 24x42 1206 2436 2436 2000 2000 2436 2436 2000 3606 3606 3606 3606 54x42 36x42 36x42 TERRACE FLOOR LEVEL xxxxxxxxxxXxxxx 1BX30 24X3C 20X32 xx Z Z Z 01 UPPER BASEMENT LEVEL coo 18X30 24X3C 20X32 2022 3606 16x42 18x42 2442 1206 2436 2436 20x3C 2000 12436 1 2436 1 20x3O 36061 1 13606 1 36061 3606 1 15442 36x4 36x42 LOWER BASEMENT LEVEL TOP OF FOOTING U Z2.\ /2\ PRECAST COLUMN SCHEDULE 215, 224� 225 1149 1169 144 159 2409 248 2341 256 235t 236, 237s 238t 259 2299 233 173s 189t 192t 199 163 1619 172 1299 130t 150o 160 105t 1069 117t 118, 101t 1029 103, 104t 2169 218s 2209 219 212o 214 113t 1269 143 111 , 120o 124, 139 107t 108s 109, 110, 211 263v 265t 267, 268 251 , 243 239s 241 t 247t 11 % 1319 149t 151 v 128s 146t 147t 1481 2210 2229 253 112, 115t 121t 1229 2549 255 162o 171s 183 184 1239 1251 133p 1359 1379 1410 145 COL P Mx My COL. P COL My COL. P COL P M my COL. P COL P Mx My COL. P mx My COL. P COL P my COL. P COL P y COL. P COL P y COL. P COL P y COL. P COL P y COL. P COL, p Mx M CO My Mx My COL. P Mx My SIZE P F) (K—F) SIZE L(K!F) S LIZ L (K) (K—F) (K—F) SIZE (K) (K (K) (K) (K—x (K) (K) (K—F) (K—F) SIZE � (K) (K—F) (K—F) SIZE )L(KM—XF) (K—F) SIZE SIZE SIZE (K) (K—F) (K—F) SIZE (K) SIZE (K) SIZE (K) SIZE (K) SI ZE (K) SIZE (K) SIZE (K) SIZE (K) SIZE (K) SIZE (K) SIZE (K) SIZE (K) (K—F) (K—F) (K—F) (K—F)i SIZE iz � xxx 370 75 150 85 85 5 15 85 180 40 40 60 60 85 580 60 300 460 85 280 250 280 975 985 240 2 420 110 -00 220 115 115 345 85 85 DEAD OWNER DEVELOPER x x x x x x < x < K K x IX x En VAIL RESORTS A130 25 >1 150 40 40 IX 640 135 40 120 40 40 x 60 30 30 X 180 30 30 X 85 40 40 x 255 30 60 x 390 165 30 x 210 10 125 300 180 60 X 240 100 70 [X 320 40 130 445 85 110 x 80 75 50 135 85 55 315 140 90 340 160 30 165 1 45 35 I/N 350 100 1 55 />q 275 45 185 110 90 90 190 40 40 1 LIVE U. DEVELOPMENT 10 20 10 20 30 10 10 20 20 10 20 10 10 20 10 10 20 10 10 30 30 10 50 20 10 60 10 10 20 10 10 40 10 10 40 10 10 40 10 10 40 10 10 10 10 10 20 10 10 20 10 10 20 10 10 1 40 20 X1 10 20 1 10 X1 10 20 10 10 20 10 10 20 10 WIND V) COMPANY x x 1 4 � x x x IX x x x v XA x x x x A5 AVON. COLORADO Cr) ct.� 75 225 100 175 450 75 \775 475 325 100 350 275 75 375 75 75 225 50 100 525 525 25 550 200 125 925 600 75 350 250 75 600 400 100 625 200 100 625 250 150 600 225 125 125 100 75 125 100 75 200 75 1001 160 125 30 2201 140 /Y\ 75 250 50 /><\ 50 275 125 50 375 130 50 250 25 SEISMIC in CL >1 x x x x x x A 0 10 30 1OZ5 10 30 10 10 20 10 10 30 20 10 20 20 So 10 50 20 10 30 10 10 50 10 10 20 10 10 30 10 10 30 10 10 50 50 10 60 30 10 70 60 10 40 30 10 80 30 10 40 1 40 10 40 30 10 50 30 10 10 10 10 10 20 10 10 20 10 20 1 IL x x x x F A x I x A x x I x I x K A I x I xxxx \ A \��// \\-// xxxmxxxxxKxKxxxxxxxxx xv \\�/ \/ FIRST FLOOR LEVEL DESIGN ARCHITECT /x\\I/\/\ /\/\ XXX ><T>< XX xxxxxxxxxx /\v\ 2436 TERRACE FLOOR LEVEL 2 x\ xx x\ x\ xxxxxx / X //\ //\ Xxxx xxx / x XVvxxxvxxxxxxx /> Y\ Y\ Xmxxy\ x\]>< Xxy\ /X\ A xxxxxxxAx X XX XXXXIXXXX //\ / xx 4 40 18X 12x48 20x3C 2436 3006 18x42 12x42 3608 X12458 2436 244 2436 2436 2436 12x42 1806 97Y2 200 200 2000 45x2 1206 UPPER BASEMENT LEVEL xxx / 18X enver, 12x48 2000 2436 3006 18x42 12x42 360 12x3,6 2458 2436 2440 2406 24361 2436 12x42 1806 97Y2 2000 2000 2000 45x2O , 24x36 1206 LOWER BASEMENT LEVEL A TOP OF FOOTING Z�6\ Z2 \ Z2\ /2 /2\ Z2\ GLOVER SMITH BODE, INC. OKLAHOMA CITY, OKLAHOMA FOOTING SCHEDULE FOOTING SCHEDULE ( cont . ) PRECAST COLUMN SCHEDULE CIVIL ENGINEER 180 269 249t 250 258 257 275 217 273t 274 2729 228 246 242 2449 252 245 2329 231 ALPINE ENGINEERING, INC, FTG* SIZE FTG, SIZE VAIL, COLORADO FTG. MK ( WxLxD ) REINF. ( BOTTOM EA. WAY U . N . O . ) FTG. MK ( WxLxD ) REINF. ( BOTTOM EA. WAY U . N . O . ) A4 2 A C LANDSCAPE ARCHITECT S E GROUP 42— #6 TOP SHORT WAY COL. P Mx My COL. My COL. P Mx My COL. P Mx My COL. P Mx My COL. P Mx My COL. P Mx My COL. P Mx My COL. P Mx My COL. P Mx My COL. P Mx My COL. P Mx My COL. P Mx My COL, P Mx My BURLINGTON, VERMONT ul 89 - 0 " x8t - 0pvx2 ' - 0vf 12— #8 A2 SIZE (K) (K—F) (K—F) SIZE (K—F) SIZE (K) (K—F) (K—F) SIZE (K) (K—F) (K—F) SIZE (K) (K—F) (K—F) SIZE (K) (K—F) (K—F) SIZE (K) (K—F) (K—F) SIZE (K) (K—F) (K—F) SIZE (K) (K—F) (K—F) SIZE (K) (K—F) (K—F) SIZE (K) (K—F) (K—F) SIZE (K) (K—F) (K—F) SIZE (K) (K— F) (K—F) SIZE (K) I " 28' - 00) x40' - 0" x59 . 09, 42— #10 BOTT. SHORT WAY I I I I I I I I N7� '�*v �v Nr— �%r I B 30— #7 TOP LONG WAY 1 \7 \/ \/ xxx HAYNES WHALEY ASSOCIATES, FlA 8� � Opfx8t - 0%2t - 2tv 12— #8 30— #10 BOTT. LONG WAY IXXXXXXXXXXXXXXXXXXXXx //\\ Xxxxxxxxxxxxx /\V\ / xxxxAxxxx x INC, V) HOUSTON, TE)US 215 125 125 DEAD La z: x u :m 18) SEE PLAN SEE PLAN >1 995 280 720 x 450 115 115 x 440 60 60 x 440 60 60 >1 440 525 60 x — x 40 50 20 x 480 60 60 x 640 85 100 x 440 60 415 x 440 525 60 x 125 85 85 x 450 85 85 5 MECHANICAL ELECTRICAL 0 1 01 - 01) xl 0 ' - 0%2� - 6pp 14— #8 440 120 120 150 90 90 180 30 30 180 30 30 155 215 30 56 20 10 250 30 30 275 40 60 155 30 155 155 215 30 80 40 40 270 40 40 115 65 65 LIVE C) PLUMBING ENGINEER Q x x x >1 v v x x x z: ABS CONSULTANTS INC. U) DENVER, COLORADO 18— #6 TOP EACH WAY 30 20 20 10 20 10 10 20 10 X1 10 20 10 10 20 10 1 10 1 30 1 10 10 20 10 10 50 20 10 20 10 10 30 10 10 20 10 10 20 10 10 20 10 WIND 17 $ � 0%171� 0 %41 � 0 \K1 K x x X I x x x /K x En Of INTERIORDESIGN 18— #10 BOTT, EACH WAY q< 0 L.L. WILSON & ASSOCIATES U3 12t - 0'jx1 21 . Oppx2g � 6 '2 17— #8 x 675 250 500 x 125 225 50 x 75 250 25 x 50 275 25 100 250 20 50 175 175 70 225 100 100 550 200 50 200 50 50 375 50 60 250 50 100 350 275 50 225 225 SEISMIC CD DALLAS, Tx ��% I A4 1 19 — #6 TOP SHORT WAY 10 20 40 10 30 10 10 20 10 10 20 10 10 20 10 X1 10 10 10 10 40 30 x 10 60 30 10 20 10 10 20 10 10 20 10 10 30 20 x 10 30 10 SOIL LIFE SAFETY 1Z A) 1 21 . 09' xl 29 � 0%3t - 022 13— #9 19 — #9 BOTT. SHORT WAY x x x x x A x x x x x BCER ENGINEERING INC. 0) 18' - 0p$ x1 5p - 0 ') x4$ - 0$) 16 — #6 TOP LONG WAY X \/ \ / XX \/ xxxxXxxxx FIRST FLOOR LEVEL ARVADA. COLORADO x MAXIK x x /\/\I/\\/ x x x /\\/V\\/ x x x x x x /\V\ XXIX ><T>< /\ 16 — #9 BOTT. LONG WAY U4 1 3P . 003xl 39 . 0" x3t . 6 " 14— #9 2006 20x54 xx.xxxxx.xxxxxxxx xxxxxxx1xxxxx1x1xxxxxxx ;5 XXA Xxxxxx TERRACE FLOOR LEVEL cc An SEE PLAN SEE PLAN 12x54 12x44 1204 1206 1206 12X42 12x42 12x42 16x65 UPPER BASEMENT LEVEL xxxx Z4 xxxx ISSUE REVISION DATE 140 . 6 " xl 4P � 6 %31 - 61) 16 — #9 2006 20x54 12LX54 12x44 12x4 20x2 1206 1206 12x42 12x42 16x65 1206 LOWER BASEMENT LEVEL SEE PLAN SEE PLAN TOP OF FOOTING A5 2 1 116 ' 6 " x16 ' - 6ppx3p - 6 " 18— #9 A NOTES: My Mx 44— #6 TOP SHORT WAY 1 . MOMENTS ORIENTATION IS AS FOLLOWS: 01) 44� #10 BOTT. SHORT WAY FOOTING SCHEDULE ( cont . ) PRECAST NOTE: WHERE Mx IS AROUND THE COLUMN STRONG AXIS & 42)� 0%301 - 0 % 51 � MEN P/C COLUMN THICKNESS ABOVE MATCHES THE P/C WALL THICKNESS My IS AROUND THE COLUMN WEAK AXIS. x BELOW THE JOINTS WERE NOT SHOWN ON THE PLAN TO ALLOW FLEXIBILITY 2. P, Mx AND My ARE SERVICE UNFACTORED LOAD AT THE TOP OF PRECAST 181 � 6 %1 81 . 69lx4p . 61P 22— #10 9 34— #7 TOP LONG WAY FTG. SIZE OF JOINT LOCATIONS. BUT COLUMN REINF. NEEDS TO GO TO THE COLUMN SECTION CENTER OF GRAVITY. LOADS FROM PRECAST FLOORS 34— #10 BOTT. LONG WAY FTC. MK ( WxLxD ) REINF. ( BOTTOM EA. WAY U . N . O . ) FOUNDATION. ARE NOT INCLUDED. ASSUME WIND AND SEISMIC LOAD TO BE APPLICABL 26 — #6 TOP SHORT WAY � 011 19 — #7 BOTT. SHORT WAY 3. REFER TO FRAMING PLANS FOR EXACT FLOOR ELEVATIONS. 21 9 . 01px2l 1 . 01) x4l . 611 24— #10 13 ) � 0%91 � 0%31 4. SERVICE LIVE LOAD ON TOP OF PRECAST INCLUDE SNOW LOAD FROM 13 — #9 BOTT. LONG WAY 26 — #9 BOTT. SHORT WAY ROOF & OPEN AREA. 251 - 0ftx9p - 6p) x4' - 0 '$ 10— #7 TOP LONG WAY 23— #8 BOTT, SHORT WAY 9 30— #8 BOTT. SHORT WAY . 001xi 17 ' - 6f' x11p - 0pjx4) � 01$ 22 1 0 x4 10— #q BOTT. LONG WAY I 16 — #10 BOTT. LONG WAY 13 — #11 BOTT. LONG WAY PRECAST COLUMN SCHEDULE 20 — #6 TOP SHORT WAY SEE PLAN SEE PLAN 19 — #6 TOP SHORT WAY 230 A018 REVISION #7A 11 /2/07 C 017 REVISION #7 10/19/07 20 — #10 BOTT. SHORT WAY 19 — #9 BOTT. 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WAY BOTT, 10— #11 BOTT. LONG WAY F001ING & PRECAST TOP OF FOOTING COLUMN SCHEDULE SEE PLAN SEE PLAN SEE PLAN SEE PLAN SEE PLAN 36— #6 TOP SHORT WAY A5 23— #6 TOP SHORT WAY SEEPLAN SEE PLAN 36— #10 BOTT. SHORT WAY 23— #9 BOTT. SHORT WAY 36 — 0" x13' - 6 " x4' - 0 " 22'- 0'px11 ' - 6 " x4v � 3 14— #6 TOP LONG WAY 12— #6 TOP LONG WAY FF xxxxxxx 13507268 xxxxxxxxxxx\1xx NA x x x x x x x x x x x x [Z \ A x x x x x Ix ri8x3o viv xxxxxxxmxxxixxxx 40740 XXXXXXXXXXXXXIXxxx AXX\[>< XXIXXXXXXAXXXXAXAXXXxmxxxxxxmxxxxxx i /XxxAxxxxxxxxxx 280725 x x x x x x x x x x x xxxxxxxxxxx x AX AX x xv\ Xx x x x AX AX x x x xv ZE >1 xp< T2436 c-, I X .]F1 x xxxxx x x x x x 16 — #11 BOTT. LONG WAY 1..4— #10 BOTT, LONG WAY S7m01 39513 cr SHEAR WALL SW = 3 SCHEDULE Vor %qA'k Y, % ' �% 7 21 Y 00 04 9 1 16 .011 4'-0" 04 7 ZONE A ZONE B ZONE C ZONE D 9.099 1.019 5 .021 40 6 5 7 e. ZONE B ZONE A ZONE D ZONE A cn REINFORCEMENT z 0 1-- U: LL: 1z LL: LL: LL. LL: L.L. cr. cn (n C/) .J C/) Ld w Ld LL. Z w LU w ck: Of r-= w F= I ir. C) LLj Ld 7 (n cn z U) cn C> w 0 LEVEL UJ 0 F- 670K C) W C) CD C) Pdead p C.> U 0 C) m 240K Plive x x x x I -\\j ROOF LEVEL C) w Lij w w w Uj u 0 C.> C 3 u C3 c) C3 c) C3 c) % d< d< A< co C3 C5 U. 0 U. U C5 G. ci U. C3 C5 U. C3 U. U co CD r = s"t = a Co C..) C.') 6" Z L4\ Q U C> cr. 0 Lj Ld Uj a LU w cu<j w 0 qqj- V3 mik �*z �qk" :4� 0 Ad- z4h" co I � I �� i i SIXTH FLOOR LEVEL Cq C44 CN (N cq 7 7 P P 500K dead L) Pdead 280K 0 250K U Plive Plive 1 OOK IL-Lr! j � . ,j 500K co FIFTH FLOOR LEVEL z Ld w z: C) �co 0 co co FOURTH FLOOR LEVEL LLJ 0 U 00 00 THIRD FLOOR LEVEL U. %] 0 OWNER/DEVELOPER A< C" Uj VAlL RESORTS J co SECOND FLOOR LEVEL j, . %J q� i� I - - - - -, w Uj LIJ w Uj w Uj Q C3 C3 C3 C.> 4 C> C3 C.> C3 u DEVELOPMEN A 4< 1 A< c � d< 4< 4< C/) U. d C5 LL. Cj LL. cj cj U. 0 U. cj d U. C5 U. U a. 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TYPICAL U,N,O, I CIVIL ENGINEER I LOWER BASEMENT LEVEL ALPINE ENGINEERING, INC, VAIL, COLORADO N LANDSCAPE ARCHITECT 1 SHEAR WALL -SWm5 ( LEVEL 1 ) S E GROUP SCALE: Y2"— l '—O" BURLINGTON, VERMONT s STRUCTURAL ENGINEER HAYNES WHALEY ASSOCIATES, NOTE: INC, HOUSTON, TE.�US Pdead AXIAL DEAD LOAD AT TOP OF PRECAST 10 1.9" 1 t.0" 1 1.0" L* 10 0. 90 V.0" 10 1 e MEC C FT EC RI Plive AXIAL LIVE LOAD AT TOP OF PRECAST 3$. on 6 0. 9" 3 9. 0" e. 3 9�0" 6 1.9" 3 2.0" PLUMBING ENGINEER e. 40 ZONE A ZONE C ZONE A ZONE A ZONE C ZONE A ABS CONSULTANTS INC, DENVER, COLORADO INTERIORDESIGN WILSON & ASSOCIATES DALLAS, Tx LIFE SAFETY BCER ENGINEERING INC, ARVADA, COLORADO PROJECT NUMBER, 20941 .00 r C> 0� ISSUE REVISION DATE 7 7 7 7 c%4 7 m ui CD co r*4 C) C) C) 7 co m cn W I I z: cq 0 25 $*J 1�4 r�4 017 REVISION #7 10/ 19/07 7 7 013 REVISION #4 04/ 12/07 009 PEFJv1ITSET 11 / 17/06 00 co LO Fit i� FEB 2 't 2 0 03 *j C> CD Nwa.", Olt 0. olorado %j I Nowai PROJECT IKEYPLAN SHEAR WALL 7 7 A2 SW� 5 SCHEDULE 3 �0" 6 9.9" 3$.On 3$.on 6 9�9* 3$.on REVISED ENTIRE SHEET v W.9" v K ZONE A ZONE C ZONE A ZONE A ZONE A SM. 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C5 U. 0 180K C5 C) Plive I u Q IN Q< ED LLJ LLJ LL, A<j E L N LO r =M=cN a, a Zill Li uj CO IN LEVEL FIFTH FLOOR Z co C�p cc CD, P�4 all Z�ft ez!!�ft e Z�� FOURTH FLOOR LEVEL Ld Ld uj Lu LIJ w w Q * c...) C) c .) C3 C..) cj Q cj u Q< d< c< .4c a < I U. U. C5 U. C5 U. C5 U. 0 U. 0 P� uj LO LO lin LO C%4 =*t=Cq aill 04 co co %%� I %II%� I I "*�� i THIRD FLOOR LEVEL cq IN Lu LIJ W uj uj uj C) C3 C3 cj C3 U. U. U. C5 LL. C3 U. C) LL. C5 if 0 OWNER/DEVELOPER IN U IN Q C+4 U C.) act 5 5 ,4c < co w 00 w w uj w 00 to (D co M11kcq Milk" =4k all MR=" CID CID SECOND FLOOR LEVEL VAIL RESORTS ft -Zz zhe� :!t�4 do k#* 00, :!t% e zt�� DEVELOPMENT Pidead 750K COMPANY AVONCOLORADO Plive 170K z � FIRST FLOOR LEVEL A LLj LLJ LL, LIJ LLJ w uj LAj LLJ Z4 C.) CS C) L3 U C.3 C.) C.3 q C.5 Q (3 C.) I V) Alt Alit DESIGN ARCHITECT ILL. U. C3 U. C.3 C5 U. C3 U. ci 0 LL. C5 U. C3 C5 U. C5 LL. 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DENVER, COLORADO ZONE A ZONE D ZONE A INTERIOR DESIGN WILSON & ASSOCIATES DALLAS, Tx LIFE SAFETY Pdead 100K BCER ENGINEERING INC, ARVADA, COLORADO Plive 20K PROJECT NUMBER, 20941 .00 �j ISSUE REVISION E C) r c*4 q LJ SHEAR WALL SW = 8 SCHEDULE Pdead " 300K ZONE A ZONE B ZONE C ZONE D ZONE E ZONE F = 70K Plive Ln Lj REINFORCEMENT z W CID CO 0 uj ILL. LL: U. ry w " I 1 2: L.L: LL: LL. LL: z: cn M Z C)f CID a z: Lu z: uj uj w uj Lu ui Q:: w of of bi 0 t� I cnn w z 1 U) Ir. r, UO) Of (n w (1) Of fk: CD Of LEVEL UJ 0 C1 ED! C21 1c.1f) 21 U. 0 0 0 co 160K Pdead 40K Plive 018 REVISION #7A 11 /2/07 Lai 013 REVISION #4 04/ 12/07 FIRST FLOOR LEVEL Li Li w w w Ld C) 1L) C'3 u C3 u C3 q L3 U C3 0 cj Q < 41C AIC 4< 4< C5 < C3 V) 009 PERMITSET 11 / 17/06 L5 1:3 C3 LA. C5 LL. C3 6 L.L. C; LL. LL. u� n I w 1 9 0 C> r = st Cl cq L) C-) C-4 Tb c Aw< r U CIA L) 0 C-1 ED (ED L4dC 5 ql�c g QL 4 w ED qkw �Ilt Li qd- LIS '94. =n A 0 fill mat" PO tl =#=04 =*kC14 :4kC%4 :l 0 C14 C-4 I %IIII� I �� I �� TERRACE LEVEL (0 !N � CN � !N � , �� l 1 4 %1114 Pdead 200K A R1,11 U . Plive 60K UPPER BASEMENT LEVEL A/ r 10 B 2 8 2 �3 NOTE: 05/ dF dF PROMDE CLASS"B" TENSION LAP 3 7 1 SPLICES FOR ALL VERT, REINF. all -1 V 03 SAFE 'AW Colorado ZONE B ZONE F TYPICAL U.N.0, co C --MUE-1� j NORM LOWER BASEMENT LEVEL PROJECT KEYPLAN N w D ; s 'M' EAR WALL li' = 8 ( TERRACE LEVEL ) SCAI E* Ilill" s SHEAR WALLS A2 SW� 7 & SW� 8 I SCHEDULES NEW SHEET ui NI/ L) c U. 00 9z Q7 -Q-, -Q'- I xx Aw� A*� V C'D Co.) GO.) 6 0�j I / -ST �j IT 5�- 97 97 w4k x x i FF NSION JAP F To 6 L LWRREINLF C-41 S8s06 1 i i TENSIONED BEAM SmHEDULE POST = TENSIONED BEAM SCHEDULE POSTenTENSIONED BEAM SCHEDULE % Pos � .. A2 0 j Irk REINFORCING STEEL STIRRUPS POST TENSIONING REINFORCING STEEL STIRRUPS POST TENSIONING REINFORCING STEEL STIRRUPS POST TENSIONING MARK TYPE D ARK TYPE D ARK TYPE D N0. SIZE TYPE REMARKS , SIZE TYPE =SPACING ( END) Fe(KIPS) ® c N0. SIZE TYPE REMARKS SIZE TYPE SPACING ( EA. END) Fe(KIPS) a b C 0 . SIZE TYPE REMARKS SIZE TYPE SPACING ( END) Fe ( KIPS) ® b c ffi r TG1 1 42x48 1 # S 1/2 EACH END # H 1 3, 6@6t 510 25Y4 31/4 25Y4 TG10 2 54x48 F # H 1 3, 6@61 T1100 261/4 3Y4 444 TG19 2 58x48 # F H 1 39 6@6 , 470 20Y4 17 Y4 11 C R@12 4 #5 R@12 4 4 1 4 8 #8 G R@12 1 T 1/2 EACH E 4 13 #11 G ® 380 6 5 G FACE BARS, 1/2 E 5 12 # S FACE BARS, 1/z E c72 4 FACE FACE, 1/2 EACH END 5 G FACE BARS, 1/2 E ( E: 1 4 FACE s 2/ 440 ) T 7 1 , T 231/2 4 TG1 1 1 54x4 1 S 1/2 1 , , 1 4 3Y4 4 54x4 H 1 , , T1 — 24 26 1 1 11 1 1 3 1 1/2 , 1/2 EA a480 c 1 , 1/i c1 C 3 7 1/z C , 1/2 EACH END d640 1 '. F /2 FACE T1 36x4 7 F 1 , , 275 271/2 1!2 4Y4 1 54x4 H 1 , T1 — %/4 444 TG3 2 60x4 F ' H 1 31 6 T980 251/4 31/4 444 2 R 11 11 J 12 12 1 2 - J FACE BARS /2 a8 3 6 BARS, 11 x390 C FACE 8 1 1 5 G FACE BARS !2 E d6 5 G FACE /2 E c59 A E BARS, r FACE FACE, 1/2 EACH END s TG22 3 54x48 # H 4 H 1 3, 6@6v T1 — 161!4 Y4 2 EACH END 12 1 1 1 1 10 J x480 TG13 1 30x4 5 S /2 EACH END H 1 3 230 , 25 /2 6 /z 25lz f r 1 1 1 R 2 1 TG 1 42x48 , 1 , S /2 EACH END H 1 3 6 645 2 /4 26 4 A - /z EACH END 6 5 _ J FACE BARS /z EA- b0 # r , ' BARS, s 11 12 FACE d 1 1 1 9 T /2 EACH E T /2 EACH END 1 1 ® 1 1 FACE BAS /z 12 FACE BARS /z E T2 ' 54x4 11 1 T1 /4 444 BARS, r f r 1 D 1 11 J 1 FACE Yz EACH END FACE , !2 EACH FACE, r 1 J ; FACE BARS /z a480- - f FACE s DEVELOPMENT 1 1 4 1 1 4x4 1 /z 1 T 4 /4 ` 1 2 COMPANY T 1 T 15Y4 4 /2 AVON,EACH END m 1 COLORADO 7 - 1 3 _ 1 4 3 7 11 T 2 2 161/2 f r 1 1 - a C 3 3 3 7 5 1 /2 1 c 12 S FACE /2 EA 3 , a480 DESIGN ARCHITECT 1 1 Z6 \ BARS, /z EA A FACE, 1 C / C BARS, FACE 4 40 1 1 7x4 1 S /2 EACH E 1 T1 !4 TG1 1 , , _ 1 10 TG x 9 1 3 T2 /4 444 1 11 C f f ; 4 # # 4 � Denver, Colorado 1 4 R@1 2 1 1 4 16 Yz EACH END H 1 3 6 350 24 '4 ; 6 /2 244 11 ` J 16 9 T /2 EACH END x810 TG25 _ 1 48x48 S f r # # 1 1 c 505 9 C 12 ARCIffrWr OF 6 5 J FACE - BARS , /z EA a355 12 S ' ' FACE ' BARS /2 EA 1 4 # # # 4 1 4 GLOVER SAffM BODE, INC F / EACH END 16 . T - Yz ` EACH END OKLAHOMA FACE c265 ACE z H FACE, CITY, OKLAHOMA 4 6 1 12 5 S FACE ` BARS /z EA # G /6\ 1 : FACE /2 EACH . END CRU FACE, ALPINE G . . �G INC V COLORADO 1 1 TG16 1 36x48 10 8 S /2 EACH END H 13 6 385 27 3 !4 27 f , 1 1 R 2 , sBGROUP f TG7 1 42x48 16 S /2 EACH END 4 , H 1 3 8 5 T400 24 3 !4 24 7 11 C # # R 7 1 f 4 1 1 S Yi EACH END H 1 3 12 T1200 254 3 !4 254 - 9 C TG26 = 1 x # 10 T ' /2 EACH END # f r 1 # 4 1 1 : R@1 2 16 T /z EACH END a25 12 5 FACE BARS /2 E 11 11 C STRUCTURAL ENGINEER. # 1 1 1 a 2 12 - G FACE BARS /2 E c11 FACE /z EACH END 12 ` T /z EACH ' END FACE, INC r 1 1 _ FACE /z EACH END 12 S FACE BARS /z . E c HOUSTONTEXAS 6 1 FACE, /2 C END MECHANICAL r T 6 1 1 C T17 3x4 H 1 3 275 /4 1 /2 44 /4 DENVEX COLORADO 1 1 1 T 3 1@3 , T13 27 !4 3 /4 4 12 1 4 1 T 4 /4 4 T x 4 1 11 4 C f , WILSON & ASSOCIATES 1 f DALLAS� TX 1 = SAFETY F S /2 BARS, 1 1 a355 BCER1ENG1NEERINGINC. BARS, f FACE d540 7 c265 ARVADk COLORADO 9 FACE S /z EA BARS, 6 6 . . . . FACE PROJECT NUMBER:* 1. 1 2 5 4 H 1@3x 6 470 253/4 31/4 4Y4 TG1 8x48 F # r r 9 2 54x48 6 9 . F R 12 ` TG 4 H 1 C�3 6 T1100 24 184 444 . 9 10 G ISSUE REVISION DATE # # # R 1a 4 1 2 A 6 5 _ G FACE BARS /2 EA 4 4 1 8 0 G TG28 2 48x48 8 F 4 H 1@39 6 770 25%Y4 33 /4 44 4 #1 a 80 FACE # # r r c720 8 G R 12 Y 1 1 6 6 5 G FACE BARS /z EA 5 G FACE BARS /2 EA BARS,# BARS, L6\ FACE . FACE 60 BAR DtA REVIEWED Y 2- STIRRUP 6 SUPPORT S FEB 2 3 200 AS EQ'D. ( .) E "ST» REFER TO DET, 7/S4.0 A.C.I. STANDARD 1 /4 FOR ADDITIONAL SIDE REINFORCEMENT cniorpria i HOOK (U.N.O.) GREATER OF 0.331.1 - GREATER OF 0.331.2 FOR TRANSFER GIRDERS. &C.1. STANDARD A G.I. STANDARD O 0.33L2 O 0.331.3 HOOK (U.N.O.) HOOK (U.N.O.) 0.2 L1 3" 3 3" " " 10 1 3 ASI 04/09/08 L�TYPE "U" E "A" E "®" " " E pP" 6 5 " » TYPE K » " TYPE E TYPE D TYPE C I I I I TYPE " " I I I I ® v ® ° V TYPE N TYPE "V Q I 3 0.251.2 09751.1 0. 21.16 6 6 L 0. 1251.1 i L1 STIRRUP SPACING CANTILEVER - SEE SCHEDULE ( GREATER OF 24DIA. OR 06251.1 OR 0.251.2 p (INTERIOR SPAN ) L1 L2 L3 END BAY INTERIOR BAY INTERIOR Y i 1 /4 A.C.I. STANDARD A.C.I. STANDARD GREATER OF 0.331.1 A C.I. STANDARD PROJECT HOOK (U.N.O.) HOOK (U.N.O.) OR 0.33L2 HOOK (U.N.O.) 3" .331.2 3" 3 EQ. 60 BAR DLk EQ. TYPE R TYPE F" TYPE "H" TYPE S TRANSFER GIRDER " . a » TYPE 'J" TYPE 'fi ® V ® v SCHEDULE TYPE � TYPE G .n .n STIRRUP SPACING 6° 0.251.1 0.251.1 SEE SCHEDULE L SPACE STIRRUPS J , FROM THIS END GR TER OF 24DIA ONLY OR .251.1 R 0.25L2 L1 L2 L1 L2 L1 ,� e (CANTILEVER) END Y INTERIOR BAY I I 1*4%—L i f, '^ .* � p� p; T E ffmm A L ENSIONED BEAM PO NS1 w" NED BEAM S " HEDULE ' 00" m ' ENSION ' D BUM SCHEDWE POO I SO% HEDULE w REINFORCING STEEL STIRRUPS POST TENSIONING REINFORCING STEEL STIRRUPS POST TENSIONING REINFORCING STEEL STIRRUPS POST TENSIONING -9573 s ARK TYPE D ARK TYPE X �� v. ARK TYPE X D a F - s F S Fe(KIPS) i e KIP Fe KIPS � . . ISPACING . END a c SPACING . END a c SPACING . END � .� .. �N0. SIZE TYPE REMARKS SIZE TYPE ( ) ( ) b 0. . SIZE TYPE REMARKS SIZE TYPE ( ) ( ) b 0. SIZE TYPE REMARKS SIZE TYPE ( ) ( ) ® c F . � .. ��,�� , . / A � 1 TG1 1 42x48 6 #6 S 1/2 EACH END #4 H 1 @3o 61 280 251/2 9 Y2 25'/2 1 TG9 2 30x48 6 #7 F #4 H 1 3, 6@6j 230 26 34 44 4 "° 1/2 EACH END R@1 2 12 2\ 2 2 05)2 6 7 C 6 7 A G 5 8 #5 T Y2 EACH END s 6 #5 G FACE BARS 1/2 E 12 #5 S FACE a S Y2 EA FACE 2 FACE, Y2 EACH END 1TG2 2 5442 8 #7 F #4 H 1@3t 6@69 1 450 221/2 29 38Y4 1 1 A 1T G10 2 1 7 4 1 , , Y2 /2 4 a750 2 4 #4 1 A 1 h.A\ 6 #5 G FACE BARS, Y2 EA c700 2 7 30x48 6 #5 G FACE FACE BARS, 1/2 EA Z6\ I F. 1 FACE 1 T3 54x55 1 3 T1 4 384 1 TG11 F 4 H a 23 /4 3 / , R C C. 4 7 It R@1- A # 12 11 a75 A 5422 6 #5 G FACE BARS, Y2 EA c700 2 E IF FACE s D s 2 { 1 TG12 _ 2 _ 48x48 a #8 F #4 H 1039 6 840 24Y2 33;'4 '4 44 a 1 1T 1 36x48 6 6 P 1@39 6@6 , 215 12 /2 23 8 #8 G R@12 2 2 1 7 1 FACE a /2 EA a 12 #5 S FACE , Y2 EA FACE c FACE Y2 EACH END VAM RESORTS DEVELOPMENT CONPANY AVOK, COLORADO s 1 1 T 1 48x42/55 1 7 /2 C H 1 T10 33/4 2 4 a 1 1 /z C D 11 - 1 F 4 1 Y / A 2 a 2 4 4 _ 2 10 #11 c C. 11 A 2 1 x Y2 C c /2 1 BARS, 2 EA a445 1 REINF. 1 /2 x FACE 3 FACE, EACH END REINF. A 40 s 6 E. PLAN 2 Denver, 1 1TG6 2 66x48 # F 4 H 1 3 T00 25 3 /4 444 3 #5 R@1 0 - OIF RECORD INC 1 1 3 9 ' a600 1TG1 1 66x48 14 9 S /2 EACH END 4 _ H 1 3 T1990 25Y4 3 /4 25Y4 GLOVER. SWM BODE.# # # a a c200 G 10 10 OKLAHOMA 2 R 10 OKLAHOMA ,5 A Y2 EACH END # # 6 5 G FACE BARS Y2 EA 17 11 C . a760 ALME# # ENGINEEPJNG., INC FACE 1 _ s #9 T Y2 EACH END c1230 v 1 16 5 S FACE BARS /2 EA s LANDSCAPE, ARCHrrECr FACE ' Yz EACH ' END IS E GROUP BURLINGTOKIVERMONT' SMUCIURAL ENGINEER 1 1 TG7 ' 66x48 F a H 1 3 , - T00 2514 21 44 /4 C 10 - 1 t - 6 1T15 1 0x4 61 1 8 S /2 EACH END H 1 3 7 T1 0 �✓4 /4 254 10 1 #8 G a600 2 CONC . - 6 #6 A Y2 EACH END A 2 NIECHAMCAL EIECMCAL n4 2 7 BARS, 1 c0 1 11 a F 12 T Y 2 E CH END c 6 IDENVER, COLORADO REINF. 12 Y2 BARS, EA INTMORDEMGN FACE, Y2 6 s Z.6.\ t 1 1 t /2 . L 1 1 3x35 7 1 1 /4 /2 1 /4 I 12 Y2 E 1 1 5 H 1 24 2 Y4 4 ARVADA, COLORADO 5 x 1 , 6 1 7 ' C C. 7 3005 6 #7 T Y2 EACH END 7 #7 G O 204loOO 2 INF Y A 36x48 2 4 T RE 12 5 S ` FACE ' BARS 2 E # # 1 FACE, Y2 #EACH END REINF. 6 5 G FACE BARS /2 EA ISSUE oN A 4 FACE RED PLAN 1TG17 4 48x61 # #10 10 R 4 H 1 3 6 385 24 44 '- CONC. #9 R@1 2 1 2 6 #5 N FACE BARS, /2 EA 2 48x48 FACE REINF. 60 BAR DIA 2-J4 STIRRUP 6 SAFESuIlt Colorado SUPPORT BARS AS s REQ D. ( ) R TO DET. 7/S4.09 A.W . STANDARD E • 1 /4 AM #39 1 / FOR ADDITIONAL SIDE REINFORCE ENT . HOOK U.N.O. GREATER OF 0.33L1 GREATER OF 0.33L2 ( } FOR TRANSFER GIRDERS. A.C.I. STANDARD A.C.I. STANDARD D A 1 HOOK U.N.O. Lm OR O.33L2 O 0.33L3 T s 4 HOOK U.N.O. 1 ( } ( } 0.2 L1 015 1 „ a 6 3 3 „ „ , 3 10 10 3 4 013 /12/07 IN IN In IN a i E p 11/17/06 TYPE U E p E B „ " OD" TYPE . K v . „ . . I I I I I I I I ® v TYPE „ ” v N TYPE TYPE E TYPE C TYPE - Q -TYPE -� o " 6 6 6 3 0.25L2 0.75L1 0. 12 L1 L 0. 125L1 Ll L2 STIRRUP SPACING (CANTILEVER) SEE SCHEDULE GREATER OF 24DIA. ,� p a OR O.25L1 OR 0.25L2 (SINGLE L1 L2 L3 END BAY INTERIOR BAY INTERIOR BAY t /4 A.C.I. STANDARD A.C.I. STANDARD GREATER OF 0.33L1 A.C.I. STANDARD HOOK U.N.O. HOOK U.N.O. OR 0.33L2 HOOK (U.N.O.) PROJECT YP 3" - 33L2 300„ 3 EQ. 60 DIA EQ. 1 TYPE R I I I I TYPE F TYPE "H» --TYPE s TRANSFER GIRDER TYPE "M j TYPE "G” TYPE "J" TYPE 'T" ® " ® " SCHEDULE STIRRUP SPACING 6. O.25L1 0.25L1 SEE SCHEDULE L SPACE STIRRUPS FROM THIS END GR TER ' OF 24DIA ONLY OR .25L1 R 0.25L2 L1 L2 L1 L2 L1 9@20 s, F"' (CANTILEVER) END BAY INTERIOR BAY i F 1 e ° Y SS gE 111TENSIONED BEAM SCHEDULE 'hNED BEAM SCHEDULE °C X51 " Y REINFORCING STEEL STIRRUPS POST - TENSIONING REINFORCING STEEL STIRRUPS POST .TENSIONING REINFORCING STEEL STIRRUPS POST TENSIONING � a ARK TYPE W X D MARK TYPE W X D MARK TYPE W X D Fe KIPS P Fe KIPS Fe KIPS . . . . SPACING ' . END Fe(KIPS) a c 0. SIZE TYPE REMARKS SIZE TYPE SPACING EA. END) ( ) a b c SPACING . END a c 0. SIZE TYPE REMARKS SIZE TYPE ( ) b Z ( ) 0. SIZE TYPE E ARKS SIZE TYPE ( ) ( ) b 1TG18 2 48x61 8 #8 F #4 H 1 @39 69 385 241/2 33 44 1 TG27 2 52x48/43 7 #9 F #4 H 1 @3t 6@69 T870 23Y4 31/4 39Y4 1 TG36 2 36x48/61 5 #6 F #4 H 1 @39 69 240 25 33Y2 404 CONC. 8 #8 G R@12 CONC. 2 2 5 A R@1 2 CC. 3 7 12 2 2 # 5 G FACE BARS, Y2 EA 10 #10 G a360 7 #7 G 2 2 1 48x48 FACE 52x43 6 5 G FACE BARS, /2 EA c510 36x48 2 #4 T REINF. REINF. FACE 6 REINF. 6 #5 G FACE BARS, 1/2 E 2 2 FACE 2 RE* PLAN RE. PLAN 1TG28 1 42x48 6 #6 S 1/2 EACH END #4 H 1@39 271/4 31/4 71/4 1 3 42x 44Y2/ 7 1 T 1 T 1 3 1 — 1 f i / f f 154 17 /2 I 1 1 1 1 l2 C 31 /2 1 1 1 4x4 Y2 1 , , 3 1/2 Y4 1/2 7 C 7 2 ! 7 A Y2 EACH END R@1 2 8 #4 T Y2 EACH END 7 11 C 2 12 5 S , 1/2 T Y2 EACH END FACE, Y2 EA END Z2 1 , Y2 EA 1 TG38 2 42011/2 5 #10 7 #4 H 11 6@6o 410 17Y4 31/4 171/z FACE R@1 1TG29 1 544 14 #7 S Y2 EACH END #4 H 1 3, T12 6 31/4 6 7 7 2 7 1 2 1 2 5 /2 EACH END 12 5 FACE BARS / 2 BARS, w 444 13 10 C 2 I EA ` 25 7 a760 1TG20 2 66x48 F H 1 3 6 T5 FACE 3 #6 2 10 # 1 , i R 10 9 T /2 EACH END c40 I 2 5 B#9 2 a660 8 #5 S FACE BARS, Y2 E 2 FACE 2 E END 6 8 11 c335 2 FACE, Y 6 #5 _ . J FACE BARS Y2 E BARS, 6 1TG39 2 36x48 7 F H 1 3 6 260 FACE 27Y4 26 444 # 1 TG30 1 _ 48x48 - 12 7 S Y2 EACH END 4 H : 1 3 6 T825 25% 34'4 25Y4 3 8 A R@1 2 f # # # 1 6 l2 EACH END R@1 2 2 6 #8 G ZL 1 _ 1 1T21 2 66x48 F 1 1 T5 1 /2 444 11 C a 6 G FACE S /2 E f f 7 1 2 9 T Y2 EACH END c295 FACE Z2 #10 G a660 12 f FACE BARS, I/2 E Z6 EVElLOPER J FACE Y c FACE Y2 6 BARS, 2 E i 2 i EA END 2 FACE VAM RESORTS 2 6 1T0 4 36x48 6 #8 R #4 H 1@39 6@69 260 24 444 DEVELOPMENT 1 1 4 2 4414 1 T1 1 S Y2 T1 /4 44 /4 5 7 F H 1 T1 1 54x4 1 1T : 1 7 f f i / 2 2 2 12 1 2 1 CONPANY C Y2 EACH C /2 2 2 AVON., COLORADO 3 #8 B a350 13 #11 c a740 FACE _ 1 6x4 G 7 _ 1 T l2 EACH END c REINF. 6 #5 1 FACE BARS , 1 5 S f Y 9 1 2 EA 6 FACE 2 Y2 EA END A A it ,A0 ® L 1 T 1 1 T Y4 �4 / f ® 1 1 1 1 12 T1 25 6Y4 444 1 5x4 12 /2 EACH END 1 T1 25 /4 /4 25 /4 6 ; 1T 66x61 1 1 3, 1T f f 2 A Denver, Colorado COC, 14 #11 J 2 1 4 A Y2 : EACH END 9 LAB a340 2 2 A 2 C a700 54x42 9 10 G 6 5 G FACE BARS Yi EA a350 12 11 c610 # # # 1 1 b700 T h EACH END c600 REINF. 6 5 G FACE BARS /2 EA xOF REMRD 6 FACE 10 9 6 x48 1 G INC , REINF. ..,. . d775 12 5 S FACE BARS /2 EA : FACE # 6 6 FACE Y2 EACH END RE. PLAN s FACE, G 2 ALPINE IN , 1 TG42 1 42x35/48 _6 - 7 S Yz EACH END 4 1 3 : 6 1 1 1 V o / # # H 270 18 /2 3 /4 , 18 /2 _ 1 1 R@1 2 5 T125 ! 31/4 444 > 1 G33 1 36x48 10 6 : S /2 EACH END 4 H `300 25 5 /2 _ 25 CONC, 4 A ` Y2 EACH END `1 TG24 3 66x61 : 10 H 4 H 1 3 T 1 3 : 6 # 8 2 6 - A Y2 EACH END R 12 _C s >R GROUP CONC. 13 ` 11 J 4 : 5 7 # # s BURLINGTON, VERMONT 6 5 G FACE BARS Yi EA 2 a350 5 10 C 42x35 6 7 T Y2 EACH END # # 1 1 . . b700 6 T /2 EACH END REINF. 12 5 S FACE BARS /2 EA 66x48 FACE i # U G S FACE ' BARS /2 E FACE /2 EACH REINF. 775 12 5 E c. FACE Y2 EACH END E: PLAN HOUSrONTEXM i , s s 2 z T 2 _ 1 1 TG3 3x35 7 7 1 : 0 17 /2 _ ' . 1 �4 PLUAMING ENGINEER ABS CONSULTANIS INC ® f 1 1 1 1 1 1 T5 ` 1 T1 2 4 1 /2 �4 ,: T 1 . 4x4 10 7 �/2 EACH E : 1 0 25 /4 /4 2 /4 l 1 7 ' F f f f 2 CONCO 1 1 6 1 4 Y2 EACH FACE /2 E 5 2 BARS, 2 2 2 b Y2 C 1 7 T DALIA% TX s 1 6 SAFETY REINF. 5 Y2 775 F S /2 EA 1 BCERENGINEIMINGINC 5 1T x35 7 1 T7 C Y4 1 4 ARVADA, COLORADO CE Yi f 6 2 1 E. L 7 7 J 2 6 6 5 J FACE BARS Y2 E a35 BARS, 2 41 ® - = 1TG26 2 :` 52x48 ' 7 9 F 4 H 1@31 6 T70 26 ' ' 8Y4 394 ' 1TG35 3 36x61 5 6 ' H 4 H 24 1 Y2 Y4 - FACE c270 # 1 3 R 12 CONC. 2 5 CONC. 7 7 J R 12 A o 2 A # # 6 3 7 B a360 6 - 5 J FACE BARS, < Y2 EA 2 # # 52x43 ' 10 9 G c510 36x48 FACE # REINF. 5 F REINF. 6 G ACE BARS Y2 ° EA # BARS, FACE 6 2 2 FEB 2 2009 1 60 BAR DIA FEbuilt Colorado 2—#4 STIRRUP 6 SUPPORT S 06/13/08 AS RE D. " REFER TO DET. 7 S4.09 Q TYPE "ST" / AC.I. STANDARD 1 4 A 11/02/07 / 1 ADDITIONAL SIDE REINFORCEMENT ENT FOR E HOOK U.N.O. GREATER OF 0.331.1 GREATER OF 0.331.2 ( ) - TRANSFER GIRDERS. A.C.I. STANDARD A.C.I. STANDARD D FOR TR i 10/19/07 0. 31.2 OR 0.331.3 7 7 HOOK - U.N.O. O 3 HOOK . U.N.O. ( ) 0.2 1.1 1 3 3 - 6 r F, rT. 015 10 10 3 Immummommoomsomommom 3 4 13 REVMON #4 04/12/07 . . " . " " E p E U TYPE A E B " " 11/17/ TYPE K " " _ _ " » I I I I I I o v TYPE _D I now v TYPE "V" . . TYPE E TYP E C TYPE 0 I TYPE N - < Ao 3" 0.251.2 0* 12 L1 6 6 6 0.751.1 L or 0 do of or Of a 0. 1251.1 L1 L2 I STIRRUP SPACING (CANTILEVER) SEE SCHEDULE a GREATER OF 24DIA w w a OR 0.251.1 OR 0.251.2 (SINGLE (INTERIOR SPAN ) L1 L2 L3 END BAY INTERIOR BAY INTERIOR BAY 1 /4 I A.C.I. STANDARD A.C.I. STANDARD GREATER OF 06331.1 A.C.I. STANDARD VIP OR o.33L2 PROJECT KEYPLAN HOOK (U.N.O.) HOOK (U.N.O.) HOOK (U.N.O.) 3" .331.2 " EQ. 60 DIA EQ.it 3 3 TYPE "R" TYPE "F° TYPE "H" rn'E "S" TRANSFER GIRDER TYPE TYPE G TYPE J TYPE "T SCHEDULE .o .o .o STIRRUP SPACING s" O.25L1 0.251.1 SEE SCHEDULE L L SPACE STIRRUPS FROM THIS END GR TER OF 24DIA ONLY OR .251.1 R 0.251.2 it L1 L2 L1 L2 L1 TYPE 02" (END SPAN ) TYPE (CANTILEVER) I (CANTILEVER) END BAY INTERIOR BAY I I 8 1:;1 11111;11;;11!1111 m I 1111m;I I L = TENSIONED BEAM S "" HEDULE POST = TENSIONED BEAM SCHEDULE POSTmaTENSIONED BEAM SCHEDULE Pos REINFORCING STEEL STIRRUPS POST TENSIONING REINFORCING STEEL STIRRUPS POST TENSIONING REINFORCING STEEL STIRRUPS POST TENSIONING MARK TYPE W X D MARK TYPE W X D MARK TYPE W X D %J,�No !R�� - Y SPACING ( EA. EN )) Fe (7KIPS) a SPACING ( EA, END) Fe(KIPS) e ( KIPS) l a I b NO * SIZE TYPE REMARKS SIZE TYPE NOO SIZE TYPE REMARKS SIZE FTYPE a b C N09 SIZE TYPE REMARKS SIZE 1YPE SPACING (EA. END) F I I I I I I I I i I I I I Tc I a -ALI 1TG73 4 48x48 8 #9 R #4 H 1 @39 6@69 T750 24 35Y4 1 TG83 2 60x61 5 #9 F #4 H 1 @3t 6@6t T700 24 211/4 404 1 TG92 3 42x48 5 #7 H #4 H 1@31 6@6p T480 441/4 404 #8 N R@1 2 CCINC� 5 #7 A R@1 2 7 #8 1 R@1 2 6 #5 N FACE BARS, 1/2 EA a490 5 B a400 6 #5 1 FACE BARS, Y2 EA a250 FACE c260 60x48 8 #9 G c300 FACE c230 A L6 \ REINF. 8 #5 G FACE BARS, 1/2 EA , L2 FACE 1TG74 2 48x48 6 #9 F #4 H 1 @39 6@69 50 24 31/4 35Y4 3 #6 A R@12 1TG84 1TG93 3 42x48 5 #7 H #4 H 1 @3t 6@6 , T480 37Y4 443/4 11 #9 G a490 7 #8 1 R@1 2 6 #5 G FACE BARS, 1/2 EA c260 6 #5 1 FACE BARS, 1/2 EA a250 FACE FACE c230 A I r� 7 1 1 26S I D 1TG75 4 x 8 #9,,,,,o R #4 H 1@39 6@6t T950 21 283/4 1TG94 3 42x48 61 5 #7 H #4 H 1@3t 6@6t T480 411/4 444/4 R@1 2 R@1 2 7 #6 N L2 CONCO 7 #8 0 6 #5 N FACE BARS, 1/2 EA a340 6 #5 1 FACE BARS, 1/2 EA a250 (D FACE c610 42x48 FACE c230 N 1TG85 REINF, 6 .\ z 1TG76 3 5442/55 H #4 H 1 @31 6@69 T950 31/4 38Y4 REO PLAN CONCO 10 � filo ) i R@1 2 22 J FACE BARS, 1/2 EA a340 S D rT 1TG95 2 42x61 5 8 F #4 H 1 @39 6@6t T480 231/2 41/2 44Y4 6=mmd # C/ A 442 FACE c610 A �jt CONCo 4 #8 A R@1 0 2 REINF. 1TG86 2 72x48 6 #6 F #4 H 1 PAIR @ 31 T1320 24 3 Y4 44Y4 7 #9 G a250 6 #8 A R PAIRS @ 6 22 42x48 6 #5 G FACE BARS, 1/2 EA c230 10 #9 G a610 REINF. FACE 1TG77 3 5442/55 7 #9 H #4 H 1@31 6@6 � T950 81/4 38Y4 8 #9 G FACE BARS, 1/2 EA c710 CONC6 1 B 1/2 EACH END R@1 2 Z2 FACE 0 0, Z li I a340 OWNER/DEVELOPER A > #10 Z2\ 5442 7A 5 1 FACE BARS, 1/2 E A c610 E 1TG96 VAlL RESORTS REINF FACE A 1TG87 3 72x48 6 #6 H #4 H 1 @3� 6@69 T1 320 241/4 404 Z.6.\ 14 #11 B 1/2 EACH END R@1 2 Z2 DEVELOPMENT ...& A COMPANY 5E;jotkN f: : L 10 #8 1 a6l 0 AVON, COLORADO 1 TG78 3 5442/55 � ) 6 #9 H #4 H 1@3j 6@6 � T950 10 38Y4 8 #5 1 FACE BARS, 1/2 EA c7l 0 14 %11.1� �F CONCe ji 0 1 R@1 2 2 FACE ):!6::: �i FACE BARS , 1/2 EA a340 2 6 DESIGN ARCHITECT ZLA 5442 FACE c6l 0 A\ 1 TG88 3 72x48 #9 H #4 H 1@39 6@6 � T1 320 20Y2 44Y4 1 TG97 REINF, 8 A 2 0 Z L2\ 10 #11 1 R@1 2 2 RE: PLAN 8 #5 J FACE BARS, 1/2 EA a6l 0 A2 FACE c7l 0 Denver, Colorado 6 S D 1 TG79 2 97x48 9 #9 F #4 H 1 @31 6@61 T900 24 6 3 9 Y4 ARCHITECT OF RECORD CONC6 3 #5 A R@1 2 2 GLOVER SMITH BODE, INC, OKLAHOMA CITY, OKLAHOMA 4 #9 B a555 1 TG89 3 68/79x48 7 #8 H #4 H 1 @3p 6@6 , T1 320 39 404 97x43 12 #11 G c345 6 #9 B 1/2 EACH END R@12 2\ , CIVIL ENGINEER ALPINE ENGINEERING, INC, REINF, 8 #5 G FACE BARS , 1/2 EA 2 8 #11 1 a6l 0 A2 VAIL, COLORADO FACE 8 #5 1 FACE BARS, 1/2 EA c7l 0 A LANDSCAPE ARCHITECT Z2. FACE A6 S E GROUP BURLINGTON, VERMONT STRUCTURAL ENGINEER A 1TG90 2 85/68x48 6 #7 F #4 H 1 @3t 6@61 T1 320 241/4 271/2 443/4 HAYNES WHALEY ASSOCIATES, L2 / 2 6 #8 A R@1 2 HOUSTON, TEXAS 1 TG80 2 97x48/43 �9 #9 F #4 H 1 @3t 6@6 � T900 211/2 31/4 393/4 10 #8 G c610 MECHANICAL ELECTRICAL CONCe 5 #8 A R@1 2 2 A 8 #5 G FACE BARS, 1/2 EA c7l 0 PLUMBING ENGINEER Z2 11 #10 c a555 FACE ABS CONSULTANTS INC, 97x43 8 #5 G FACE BARS, 1/2 EA c3 45 ( RE & DENVER, COLORADO 12/6001 ) INTERIOR DESIGN REINF. FACE WILSON & ASSOCIATES DALLAS, TX RE: PLAN LIFE SAFETY BCER ENGINEERING INC. ARVADA, COLORADO 1 TG81 2 60x61 9 #8 F #4 H 1 @31 6@69 T700 26 221/2 443/4 1 TG91 2 42x48 115 #7 F #4 H 1 @3, 6@6t T480 204 321/2 404 CONC& 8 #8 G R@1 2 4 #7 ' A R@1 2 2 PROJECT NUMBEK* 20941 ,00 8 #5 S FACE BARS, 1/2 EA a400 2 7 #8 c a250 A 60x48 FACE C300 6 #5 G FACE BARS, 1/2 EA c230 ISSUE REVISION DATE REINF. A FACE A6 1 TG82 3 60X61 8 #9 H #4 H 1@3 , 6@6t T700 31/4 44Y4 CONC* 9 1 #11 1 R@12 8 #5 1 FACE BARS , 1/2 EA a400 60x48 FACE c300 REINF. A2 60 BAR DIA 2-#4 STIRRUP SUPPORT BARS AS REQtD. (TYP.) E "ST" REFER TO DET. 7/S4.09 IYP A.C.I . STANDARD 1 /4 FOR ADDITIONAL SIDE REINFORCEMENT A.C.I. STANDARD HOOK (U.N.O.) GREATER OF 0.33L1 - GREATER OF 0e33L2 A.C.I . STANDARD FOR TRANSFER GIRDERS. 18 REVISION #7A 11 /02/07 HOOK (U.N.O.) OR 0e33L2 OR 0330 HOOK (U.N.O.) 015 ' REVISION #6 08/10/07 3% 35 3 10" I m m m &013 REVISION #4 04/ 12/07 L.TYPE "U L�TYPE "A" L—TYPE "B E "K L—TYPE "P" 009 PERMIT SET 11 /17/06 E "D" Z :1 1 1 1 1 1 1 E "Em E "C" TYPE "N" E—TYPE "Q P 3 0s75L1 011 Ll 6 6" 6" or L Os 1 25L1 I L� Ll L2 I I 6 �� I STIRRUP SPACING (CANTILEVER) SEE SCHEDULE r 2 GREATER OF 24DIA. FEB 2 OR 0o25L1 OR 0a25L2 TYPE "lls (SINGLE SPAN ) TYPE "3" (INTERIOR SPAN ) POST-TENSIONED TENDONS STAGE STRESSING NOTES: i "T" DENOTES THE FINAL, TOTAL REQUIRED POST-TENSIONED a Ll L2 Q FORCE. b � olorado END BAY INTERIOR BAY INTERIOR BAY 26 am DENOTES THE AMOUNT OF POST4ENSIONED FORCE TO BE STRESSED AFTER TRANSFER GIRDER CONCRETE REACHES NORTH /TRUE 1 /4 75% OF SPECIFIED COMPRESSIVE STRENGTH, NORTH A.C.I. STANDARD A.C.I . STANDARD GREATER OF 0*33L1 A.C.I . STANDARD 30 "b" DENOTES THE ADDITIONAL AMOUNT OF POST-TENSIONED PROJECT KEYPLAN HOOK (U,N,O.) A HOOK (U.N.O.) OR 0*33L2 HOOK (U.N.O.) FORCE TO BE STRESSED AFTER ONE LEVEL ABOVE THE 3" V L UoaaLz 6 EQo 60 BAR DIA. EQ* TRANSFER GIRDER HAS BEEN CAST WITH TENDONS STRESSED, ape 9� 0— 310 FORMWORK REMOVED, AND RESHORES INSTALLED. m w 4. "c" DENOTES THE ADD11IONAL AMOUNT OF POST-TENSIONED 171 1 Ti I FORCE TO BE STRESSED AFTER TWO LEVELS ABOVE THE L�TYPE "R" t�TYPE $IF* —TYPE "S" L—TYPE "H TRANSFER GIRDER HAVE BEEN CAST WITH TENDONS STRESSED, TRANSFER GIRDER FORMWORK REMOVED, AND RESHORES INSTAIIED, PE "M" =E "G" PE "J" TYPE T 5* "d" DENOTES THE ADDITIONAL AMOUNT OF POST-TENSIONED SCHEDULE TRANSFER GIRDER HAVE BEEN CAST VATH TENDONS STRESSED, STIRRUP SPACING dP 6" Os25L1 0*250 SEE SCHEDUIE 01 or FORMWORK REMOVED, AND RESHORES INSTAI I ED* SPACE STIRRUPS SHAH BE STRESSED IN A, SYMMETRICAL AND UNIFORM FROM THIS END GR ER OF 24DIA1 PATTERN. NO TENDONS TAILS SHALL BE CUT UNTIL ALL THE ONLY OR *25L1 OR Oo25L2 TENDONS ARE FULLY STRESSED, AND STRESSING RECORDS T7 2 54 42 5.442. 1442 REINF 2 j-�VA- j-�vA—L Oo2�Ll TO ;j6" c I n Ll L2 01 Ll L2 Ll HAVE BEEN REVIEWED BY OUR OFFICE. 01 01 TYPE m2m (END SPAN ) TYPE (CANTILEVER) 1 : 11gill1 : 1111ii 1111111 (CANTILEVER) INTERIOR BAY : : 11 : 11 ! 11011111111iilil � END BAY s 9so 7 POSTmTENSIONED BEAM SCHEDULE POST = TENSIONED BEAM SCHEDULE POST = TENSIONED BEAM SCHEDULE 39513 REINFORCING STEEL STIRRUPS POST TENSIONING REINFORCING STEEL STIRRUPS POST TENSIONING REINFORCING STEEL STIRRUPS POST TENSIONING MARK TYPE W X D NOo SIZE - TYPE REMARKS SIZE TYPE G (EA. END) Fe (KIPS) l a I b I c I MARK TYPE W X D NO Q171m I I REMARKS SIZE TYPE SPACING (EA. END) Fe (KIPS) [ _ ci �j b MARK TYPE W X D kin �ARKS SIZE TYPF NG (EA. END) Fe ( KIPS)l a b I c '466 tZ!%AIAL P131 2 16x24 3 # 6 F #4 C 1 @39 6@8t R@1 2 120 13Y4 16 20Y4 PB1 4 2 16x24 3 # 5 F #4 C 1@39 6@109 R@18 110 17 4 20Y4 PB28 3 36x24 4 # 8 H #4 E 1@3� 6@10t R@18 250 13 20Y4 3 # 5 G 2 # 4 A 4 # 8 1 3 # 6 G PB1 5 3 16x24 3 # 5 H #4 C 1@31 6@101 R@18 110 111/2 20Y4 PB29 3 36x24 4 # 8 H #4 E 1@39 6@69 R@12 250 191/4 20Y4 4 # 5 B 1/2 EACH END 4 # 8 J PB2 2 16x24 3 # 6 F #4 C 1@31 6@101 R@18 120 171/4 31/4 203/4 3 # 6 G 3 # 6 G P131 6 2 16x24 3 # 5 F #4 C 1 @3o 6@101 R@1 8 16 111/4 20Y4 2 # 4 A 3 # 6 G PB30 2 36x24 8 # 7 F #4 E 1 @31 6 @61 R @12 525 141/4 31/4 20Y4 7 # 8 B P133 1 16x24 6 # 6 s 1/2 EACH END #4 C 1@39 6@10� R@18 100 13Y4 13Y4 8 # 8 G FENN! 0 3 # 6 C 0�% 6 # 4 T 1/2 EACH END P131 7 3 16�x24 4 # 6 H #4 C 1@3� 6@101 R@18 110 31/4 203/4 4 # 6 J A 0 Z.4.\ A PB31 3 36x24 4 # 7 H #4 E 1@39 6@6o R@12 300 7 20Y4 4 # 8 1 N P134 1 16x24 6 # 6 S 1/2 EACH END #4 C 1@39 6@101 R@18 85 15 91/2 15 3 # 6 C jn4 Z PB32 3 36x24 4 # 7 H #4 E 1@3� 6@10� R@18 300 8 203/4 w 6 # 4 T 1/2 EACH END PB1 8 2 16x24 3 # 6 F #4 C 1@3p 6@10j R@18 110 151/4 111/4 20Y4 A 4 # 8 1 2 # 4 A =4 3 # 6 G A PB33 2 36x24 3 # 8 F #4 E 1@3o 6@10) R@18 300 14 41/2 20Y4 P135 2 16x24 3 # 6 F #4 C 1@31 6@10t R@18 100 161/2 04 203/4 A 2 A Z X # 5 A A A 3 # 5 B =4 4 # 8 G 3 # 6 G P131 9 2 20x24 3 # 6 F #4 F 1@39 6@101 R@18 230 141/2 61/4 203/4 2 4 � 2 # 5 A 5 # 7 G 2 2 # 5 G PB34 1 2424 8 # 9 S Y2 EACH END #4 E 1 @3p R@8 175 151/2 31/4 151/2 OWNER/DEVELOPER PB6 2 16x24 3 # 6 F #4 C 1@39 6@101 R@18 100 16 91/4 203/4 FACE 10 # 11 A 1/2 EACH END , VAlL RESORTS 3 # 6 G 2ND LAYER DEVELOPMENT 4 # 10 C COMPANY 8 # 11 T Y2 EACH END AVON. COLORADO PB20 3 3 # 6 H #4 F 1@39 6@109 R@18 230 141/2 20Y4 4 # 6 1 A PB35 2 424 5 # 6 F #4 E 1@31 6@102 R@18 280 13Y4 151/2 20Y4 z Z4 A P137 1 1600 6 # 4 S 1/2 EACH END #4 D 1@31 6@109 R@18 90 171/4 161/2 171/4 2 # 5 1 FACE BARS, 1/2 EA PB35A 24/36x24 4 # 5 A DESIGN ARCHITECT 3 # 6 C FACE ( RE : 6 # 7 G z A 7 6 # 4 T 1/2 EACH END 12/S6 * 01 ) 4 2 40 PB21 2 36x24 6 # 9 F #4 E 1 @3t 6@69 R@1 2 250 13Y4 31/4 20Y4 3 # 5 A PB36 3 2424 6 # 8 H #4 E 1@3� 6@10� R@18 280 31/4 20 %Y4 Denver, Colorado PB8 2 16x24 3 # 6 F #4 C 1@31 6@109 R@18 85 151/2 101/4 20Y4 1 # 4 B 4 # 7 B 1/2 EACH END 3 # 6 G 6 # 9 G 7 # 8 1 ARCHITECT OF RECORD GLOVER SMITH BODE, INC, OKLAHOMA CITY, OKLAHOMA PB37 2 24x ) A 3 # 5 F #4 E 1@3j 6@10t R@18 200 133/4 161/2 20 %Y4 CIVIL ENGINEER P139 2 16x24 3 1 # 6 F #4 C 1@3 , 6@109 R@18 85 151/2 101/4 20Y4 PB22 3 36x24 3 1 # 7 H #4 E 1@3t 6@10� R@18 250 141/4 20Y4 PB37A 100�� 24/26x24 2 # 5 A ALPINE ENGINEERING, INC, 3 # 6 G 2 # 4 B 1/2 EACH END 4 # 7 G VAIL, COLORADO 4 # 7 1 �7 LANDSCAPE ARCHITECT S E GROUP PB23 2 36x24 3 # 7 F #4 E 1 @3� 6@109 R@1 8 250 141/4 11 Y4 203/4 3 # 6 A PB38 3 2424 3 # 6 H #4 E 163v 6@10� R@18 200 31/4 STRUCTURAL ENGINEER PB10 2 16 3 # 6 F #4 C 1@31 6@10t R@18 130 163/4 51/2 203/4 1 # 4 B 2 # 6 B 1/2 EACH END HAYNES WHALEY ASSOCIATES, 7 d INC, 2 # 4 A 4 # 7 G 5 # 7 HOUSTON, TEXAS 3 # 6 G MECHANICAL ELECTRICAL PLUMBING ENGINEER PB24 2 16x24 3 # 5 F #4 D 1 @31 6@1 0 � 8 110 15 161/2 203/4 PB39 2 20x2 3 1 # 5 F #4 F 1@3� 6@101 R@18 130 13Y4 20 31 Y4/ DENVER, COLORADO 3 # 6 G ( STEPPED 2 # 5 A 203/4 INTERIORDESIGN PB11 3 16x24 3 # 6 H #4 D 1 @3t 6@1 Ov R@1 8 130 31/4 203/4 BV W/ 3 RE: 7/S6 � 01 Z.,.\ WILSON & ASSOCIATES 3 # 6 1 STEPPED aesw- mdzs�� I DALLAS, TX 2 1/2 E A LIFE SAFETY SOFFIT) G FACE BARS, BCER ENGINEERING INC. FACE ARVADA, COLORADO PB12 3 16x24 3 # 6 H #4 C 1@31 6@109 R@18 130 91/2 203/4 PB25 2 x24 4 # 8 F #4 E 1@39 6@109 R@18 250 141/4 31/4 20Y4 3 # 6 1 4 # 8 G PROJECT NUMBER, 20941 ,00 A PB40 3 20x24 3 # 6 H RE: 7/S6 . 01 #4 F 1@3p 6@10t R@18 130 31/4 20Y4 3 # 7 1 ISSUE REVISION DATE > PB13 2 16x24 3 # 6 F #4 C 1@31 6@10t R@18 130 16Y4 41/2 203/4 PB26 3 36x24 4 # 8 H #4 E 1@39 6@109 R@18 250 121/4 20Y4 2 # 6 1 FACE BARS, 1/2 EA 2 # 4 A A 4 # 8 J A FACE 3 # 6 G A > PB27 3 36x24 4 # 8 H #4 E 1@3o 6@10, R@18 250 151/2 20Y4 7 PB41 2 20x24 3 # 5 F #4 F 1@3j 6@10o R@18 130 13 161/2 20Y4 4 # 8 J 2 # 5 A 7 3 # 6 G 2 # 5 G FACE BARS, Y2 EA FACE 60 BAR DIA 2—#4 STIRRUP Fw SUPPORT BARS A.C.I. STANDARD AS REQ1D, (TYP) TYPE "ST" 1 /4 A018 REVISION #7A 11 /2/07 HOOK (U.N.O.) GREATER OF 0.33L1 GREATER OF 0933L2 A.C.I. STANDARD A.C.I. STANDARD 017 REVISION #7 10/19/07 HOOK (U.N.O.) OR 0*33L2 OR 0330 HOOK (U.N.O.) 0*2 Ll 014 REVISION #5 05/04/07 it 6 ZL 3"? 0 L 0 35t 3 10" 10" 1-3 w m 013 REVISION #4 04/ 12/07 PE "U" ----- TYPE "A E "B" PE "P" 009 PERMIT SET 11 / 17/06 PE "D" TYPE "K > of I I I I TYPE "N" PE "V" =E . "Em L E "C" i—TYPE "Q -- --- - - 3" 0o75L1 0 01 21L 1 6" 6D 6" ........ L 0* 125L1 my L VV Lj L2 f Ll STIRRUP SPACING (CANTILEVER) SEE SCHEDUI F GREATER OF 24DIAa A I OR Oa25L1 OR 025L2 TYPE " 1 " (SINGLE SPAN ) TYPE "3" (INTERIOR SPAN ) FEB 6 2008 Ll L2 L3 END BAY INTERIOR BAY INTERIOR BAY Ebuilt Colorado ---xcmnL- A.C. I. STANDARD A.C.I. STANDARD GREATER OF 0*33L1 A.C. I. STANDARD 1 /4 1 TRUE PROJECT KEYPLAN HOOK (U.N.O.) HOOK (U.N.O.) OR 0e33L2 HOOK (U.N .O.) 3 o33L2 6 EQ* 60 BAR DIA. EQ, 90 3"al 35 rF%� rL 1 L�TYPE "R" E "F" _TVE "S" POST— TENSION BEAM [TYPE "H E "M" =E "G" E "J" TVE "%r" SCHEDULE STIRRUP SPACING 16 0o25L1 SEE SCHEDULE or L SPACE STIRRUPS FROM THIS END GR ER OF 24D[A* 0 ONLY OR D.25L1 OR 01519 11/4 Soo 0*25L2 I.VAI I kJ6 ]6" j F/'—t3L3 Fq WE Ll L2 Ll L2 Ll TYPE "2" (END SPAN ) TWE "4" (CAN11LEVER) AM (CANTILEVER) END BAY INTERIOR BAY I i i BEAM SCHEDULE POST = TENSIONED BEAM SCHEDULE POST = TENSIONED BEAM SCHEDULE POSTmTENSIONED REINFORCING STEEL STIRRUPS POST TENSIONING REINFORCING STEEL STIRRUPS POST TENSIONING REINFORCING STEEL STIRRUPS POST TENSIONINGs ARK TYPE D ARK TYPE D ARK TYPE D 0 ?sib 0. SIZE TYPE REMARKS SIZE TYPE SPACING (EA. END) Fe(KIPS) a 1 b c 0. SIZE TYPE REMARKS SIZE j TYPE SPACING (EA. END) Fe(KIPS) a I b C 0 . SIZE TYPE REMARKS SIZE TYPE SPACING ( END) Fe( KIPS) a b Lcj gp°°+. PB42 1 16x18 6 # 5 S 1/2 EACH END #4 C 1 3, 6@69 R@1 2 100 15;Y4 31/4 15;Y4 P 55 2 48x18 4 # 8 F #4 E 1 @39 6@61 R@1 2 615 11 3Y4 14Y4 PB67 2 42x18 4 # 9 F #4 F 1@3, 6@102 R@18 530 ;Y4 12 104 42 16 /22x24 3 #7 C A 2 # 5 A 2 # 6 A 6 # 4 =�T 1/2 EACH END A # 8 B 6 #10 G 7 AA 8 # 8 G 2 #5 G FACE BARS, 1/2 E FACE 1 16x24 6 # 6 S 1/2 EACH END #4 D 1@39 6@109 R@18 215 104 31/4 1Y4 7 C PB56 2 58x18 4 # 8 F #4 E 1 @39 69 1 2 615 9 111/2 1Y4 5 T 1/2 EACH END 4 ; 12/ A 2 # 5 A PB68 3 42x18 4 # 9 H #4 F 19 1 , R@18 530 8 Y4 104 S C , 1/2 EA 6oOl 4 # 8 G 4 # 4 B Y2 EACH END FACE, EA END 6 #10 J 4 2 #5 1 FACE , 1/2 EA 4 0 2 17 31 x24 3 # 7 F #4 F 1 , 6@69 , 1 8 200 13 183/4 4 FACE 241 3 #5 F #4 E 1 @39 6@69 R@1 2 180 17 1/4 14Y4 2 4 JL 7 3 # 8 G 4 A 4 t t 1 1 1 1 !4 3l4 14Y4 3 2x1 , , 1 AS 2 # 5 G FACE BARS, 1/z EA 6 #11 FACE BARS, 1/2 EA 0 24x1 3 E 1 6 12 1 — 1/4 144 4 FACE 5 w 1 t A Z !2 EACH END 4 P 2 _ 31x30 7 F F 1 3 6 1 200 16 /4 3Y4 264 4 3 7 J 2 # 5 4 4 ' t 3 P 70 1 4x24. S Yi EACH E F 1 3 0 1 185 1 3 /4 13 A , i 4 8 #5 A Y2 EACH END P64 2 24x30 3 7 F 1 3, . 6@61 12 180 1 71/4 1Y4 7 C 5 #7 P PB59 2 4 Y2x24 6 # 9 F #4 E 1 , 6@69 R@12 460 12;Y4 3;Y4 20Y4 8 # 5 T Y2 EACH END 4 4 3 3 # 6 A 1 # 4 B 9 G 5 t 1 1 /2 EACH END 1 1 1 11 /4 11 FACE BARS, /2 7 1 24x1 , r , , FACE 71 1 20x24 .. . . . Yz EACH END EA 1 1 155 16 ;Y4 /4 16 ;Y4 7 r r t 7 C A T /2 EACH END 1 T Y2 EACH END VAM RESORTS 1 C END D 1 1 1 11 Y4 11 DEVELOPMENT _ /2 6 1 22x1 7 f /2 : D 4 COMPANY t 4 4 1 t 1 1 11 Yi /4 - 11 Yi 7 1 Y2E 4 1 1 1 3 /4 20 AVON,, COLORADO 1 3x1 a f , 1 4 /z END 8 7 T, /2 C 1/2 EACH C Y2 1 EA A c C E Z. V A FI 235 F 235 RA 235 T t/z C FACE, ,/2 Y2 EACH END I , 1 , !2 EA - 1 t ! 1 ` 1x2 4 !2 1 1 , 1 11 1 f 2 t 4 , , 1 101/2 !4 1 !2 3 - 1 1 4x1 1 /2 1 1 1 t 1 /2 EACH END /z EACH END , 11 38x 4O S Y2 EACH F 1 0 1 300 Y4 /4 22Y4 t 6 7 Y2 EACH END # 7 T , /z EACH END # 1 7 5 C ARCHIMCr OF PB50 2 20x24 3 5 F 4 F 1@3j 6@109 1 ? 110 14 , ,11 /4 ` 204 7 # t 7 Bon C. 2 A 6 5 T /2 EACH END # ' 0 OKLAHOMA , PB6 2 16x24 . : 3 6 ' F C 1 3 6 10 R 18 9Q 144 14 204 24 S FACE BARS /2 E 3 6 G 2 , # r # t t 3 6 G FACE /2 EA END ' ALPINE ENGINEERI[NG, INC 2 5 G ' FACE BARS /z EA r 9 # FACE . Co _ s PB74 1 36x24/36 6 5 S Y2 EACH END F ; 1@39 6@109 R@18 ` 120 12 '4 9 12 /4 S GROUP # 6 3 H , C 1 3 - 6 10 R 1 0 9 /4 -20 /4 CONC: A /z EACH E D PB51 20x24 3 5 F F 1@3s 6@109 R@18 110 14 /z 204 PB3 3 1x2 ` 2 f # 4 36x24 10 C 4 2 - 5 - _ 3 J # # STRUCrURALENGINEER 6 EIF: 6 T INC 1 1 G FACE /z E 5 FACE BARS, Iz E f , FACE 1 FACE _ FI 203 ELECIRICAL 1 t 3x57 F 1 10 1 _ _ 301/4 1 l2 4 PLUMBING ENGINEER 4 C , , 1 1 1 /2 , /4 1 4 24x1 2/25 F 11 , 1 1 1 a� , r INTMORDESIGN (STEPPED t 1 4 A 1 BMe W/ 3 7 _ . 71 " DALLA4 TX 5 7 1 FE 1/2 EA STEPPED 2 G FACE !2 f BARS, SOFFIT) FACE ARVADA, COLORADO _ t P 3x57 7 F 1 10 1 4012 Y4 7 4 7 7 J 1. t 1 4 P76 2 ' 36x18 3 6 F F 13 6 10 - R 1 250 10 5 14�' 3 24x18 ' 3 7 H E. 7 S6. 01 3 /4 4 14 J FACE BARS /2 EA , PB53 F 1 3 6 R 12 150 14� # # # / # # 2 5 A 4 7 J FACE ION DATE , 1 1 5 J BARS, h EA 2 5 B A 2 # FACE B R , # FACE 5 6 G # 1 , PB66 2 30x57 4 7 F F 1@31 6@10j R@18 350 30 /2 324 534 5 G FACE BARS, /z EA # # r , # 3 6 FACE # 2 24x1 7 7 G PB54 8 3 7 4 F 1 3 6 " R 12 150 10 , 11 144 r , # , ' 2 4 - A 14 4 G FACE BARS /z EA # # 1 . 4 7 G FACE P77 1 16x24 6 #5 S Y2 EACH END 4 C 1@31 6@109 R@18 100 16Y2 5 161/2. a # A t 3 6 C 2 5 G FACE . BARS /z EA # # FACE 6 5 T Y2 EACH END REVIEVVED BY FEB 2 21309 0 BAR DIA F �salt Colorado rado 2— STIRRUP SUPP0 S ASI #29 04/09/08 AS A.C.I. STANDARD E 'D. ( ) E "ST» 1 /4 A 1 11/2/07 LIP HOOK U.N.O. G OF 0.33L1 GREATER OF 0.3312 A.C.I. ST. D D (U.N.O.) A.C.I. STANDARD 7 10/19/07 O 0. 1.2 O 0.331.3 HOOK U.N.Q. HOOK U.N.O. (U.N.O.) (U.N.O.) O.2 L1 5 5 05/04/07 3" 350 3� 10" L4\,013 /1 / TYPE "U" TYPE "A" TYPE "B " . E "P" 11/17/00 PERMUSEr " " TYPE K " IYPE "Em TYPE D TYPE C I I I I " TYP v ® v v E "N" TYPE "V 1 TYPE Q 3" 0.251.2 0.751.1 0. 21.16" 6 6 L OF or or or 0. 1251.1 1.1 1.2 _ STIRRUP SPACING (CANTILEVER) SEE SCHEDULE GREATER OF 24DIA. a a OR 06251.1 OR 0.251.2 TYPE L1 L2 L3 END Y INTERIOR BAY INTERIOR BAY 1 /4 A.C.I. STANDARD A.C.I. STANDARD GREATER OF 0.331.1 A.C.I. STANDARD PROTECT KEYPLAN HOOK (U.N.O.) HOOK (U.N.O.) OR 09331.2 HOOK (U.N.O.) 3" .0.331.2 EQ. 60 BAR DIA. EQ. 3 310 0 I TYPE R TYPE F TYPE "H" TYPE S POST- TENSION E " " v TYPE J -- TYPE 'fi ® v ® L TYPE " " TYPE "G" � I lMIND STIRRUP SPACING 6" 09251.1 0.251.1 SEE SCHEDULE L SPACE STIRRUPS FROM THIS END GR TER OF 24DIA ONLY OR .251.1 R 0.251.2 �. 1.1 1.2 1.1 1.2 1.1 s+ r(END SPAN ) TYPE(CANTILEVER) END BAY INTERIOR Y i I i POSTmTENSIONED BEAM SCHEDULE POST = � ENSIONED BEAM SCHEDULE PosimTENSIONED BEAM SCHEDULE ®em `1 REINFORCING STEEL STIRRUPS POST TENSIONING REINFORCING STEEL STIRRUPS POST TENSIONING REINFORCING ' STEEL STIRRUPS POST TENSIONING * 39 ARK TYPE D ARK TYPE D MARK TYPE D g 0 . SIZE TYPE REMARKS SIZE TYPE SPACING . END Fe(KIPS) a b c N0. SIZE TYPE RE ARKS SIZE TYPE SPACING . END Fe(KIPS) ® b C N0. SIZE TYPE E ARKS SIZE TYPE SPACING . END Fe ( IPS) a b c °� '$ x ' _'SRI( ) ( ) ( ) �... � = PB7 2 16x30 3 #5 F #4 D 1@31 6@101 R@18 100 171/2 151/2 26Y4 P 1 1 24x48 6 # 5 S 1/2 EACH END # D 1@39 6@10, R@18 155 251/4 18ZY4 251/4 PB10 2 16/22x24 3 # F D 1@31 6@109 R@18 110 151/4 51/2 20 4 { 2 #5 A /4\ 6 7 C 4 3 # 7 G 3 7 G # 5 T 1/2 EACH END 2 5 G FACE BARS, 1/2 E 12 # FACE BARS, 1/2 E FACE FACE, 1/2 EA END 10 2 16/22x24 3 6 H D 1@31 6@101 R@18 110 71/2 2Y4 3 7 J P7 2 16x30 5 F D 1@39 10, 100 144 26 /4 9 1 16x48/24 8 7 F 1/2 EACH END 1 , 10, 1 150 2 31/4 15 7 5 ( STEPPED 4 / . 01 7 / 4 4 11 2 24x24/37 7 7/S6 . 01 1@31 , 1 131/2 17Y4 1 4/ FACE BARS, 1/2 T 5 1/2 A / 1 4 I ) 1 FACE 91/2 C / 4 FACE, t 2x3 1@3j 1 1 1 161/4 161/4 4 SOFFIT) f 1 1 3 1 1 2 11/ 111 4 2 1 1x1 1 , 1 f 1 1 /4 1 111 2 x F f f 2 4 4 3 ' F 1/2 EA FACE 1 1x3 5 1/2 1 1 1 5 16Y4 141/4 16Y4 rT 4 112 x24 7 F EXTEND TOP 1@31 6@10o 1 235 1Y4 31/4 204 _ 1 1 T 1 22 /4 /2 EACH END 2 ' 1 - 1 _ D 1 10 R 1 2 264 4 1 5 S FACE BARS /2 E 3 7 J 6 G EXTEND T 2 Z4. BARS, 1 4 1 1 J /i EA FACE /z EA END 2 5 FACE BARS,f FACE, FACE P 1 16x24/4 # 6 S 1/2 E END D 1 , 11 1 130 1 15 PB113 1 16x24 6 #5 S 1/2 EACH END #4 D 1@31 6@102 R@18 110 1 101!2 1 2 6 F D 1 3 6 10 120 171/2 1 2 Y4 C C. 3 7 _ C C P 2 16x30 # 1 6 4 1 5 T /z EACH END - 6 5 T 2 1x24 /2EE D 4 4 # # 1 _ 1 G 12 G FACE BARS /2 E FACE BARS /2 E 3 7 EIF. BARS, 4 5 S - 1 FACE -2 5 G FACE BARS 1/a EA FACE /z EA END BARS, FACE, 6 FACE 1 /2 EACH END E 1 1 R 1 250 15 1 � 20;Y4 P 1 36x4 1 F 1 3 1 1 7 31/4 7 114 36x24 - 4 1 E. 7 S6 . 01 D 1 10 1 150 /4 2 �4 1 G 1x3 F , / 1 fi 5 2 1 7 T /2 EACH END 4 1 EA 2 2 B 24 # 4 IS _ FACE BARS . /2 t 1 1 FACE / F 1 DEVELOPMENT 1 7 G E. 7 6 . 01 z EACH 1 P 1 _ 42x21 /z 7 1 1 4 /z 1 /4 / 1 COMPANY FACE S /2 G A AVON, COLORADO 7 t 1 1 /2 H FACE 1 3x2 1 1 12 - 7 1 /z 31/4 1 /z . , f # 10 C 2 g 1 1 1 . 71 1 T /2 1 12 DESIGN 1 x 1 1 1 1 1 /4 1 4 1 2 11/i 1 4 12 4 1 /4 / ( STEPPED 2 BMs 4 2 / / 7 STEPPED 1 12 FACE S, /z E A 4 40 SOFFIT) 1 1 1 1 t FACE /2 E , , 1 3 1 1 1 /2 /2 1 /z 1 1 1 3, 1 1 1 31/4 1 1 2 x21 /z , t 1 7 . 38 /4 7 C Dcnvc4 CI / 7 1 1 1 2 COC. RE. 7 56 . 01 - 6 6 T /2 EACH END 5 9 PB5 2 16x30 3 F ; D 1 3 ` 6 10 -165 > 17 /z 21 . /2 - 264 # # 16x24 1 2 4 A 12 4 G ' FACE. BARS /2 EA ARCFnTwr OF RECORD # f m INC REIF. 1 E, 3 6 G RE. 7 56. 01 FACE . /2 EACH END OKLAHOMA OKLAHOMA 5 1 1 _ 1 1 4 4 G FACE BARS /2 EA 4 _ E 1 3 6 R 12 615 5 /2 18 /4 1 PB4 3 48x21 /z 5 7 H # # # 1 G FACE 5 J PB99 2 36x24 5 5 F 4 F 1 3 6 10 R1 135 12 /4 11 �/4 20 /4 # A 2 Z \ 2 5 5 G VANIL COIDRADO # s . RF1 266 ZEL RA 6 RE. 7 S6 . 01 PB86 ` 2 16x 4 7 F 4- D 1@39 6@101 R@18 165 21 22 - 26 /4 / # # LANDSCAPE c EMBED INTO CAP B 48 2 1/ 5 ' 7 H 4 E 1@39 6 R@12 615 8 /4 18 /4 IS B GROUP BMo STEPPED 30/54/30 2 4 -` A PB100 2 36x24 - 5 5 H 4 " F 1 3 6 10 - R 1 135 - 13 - 4Y4 204 1 PB5 3 x 1 2 / # # ( # 0. , 3 7 ; G RE 7 S6 . 01 EMBED INTO CAP ' B . 1 ' / RE. PLAN 3 /z 5 _ J / # ( ) 2 RA 266 , RFl 6 2 ` STEPPED 1 1 12 G ' FACE BARS /2 E COC. SOFFIT) ' FACE _ 1 P6101 30x24 7 " E _ 1@3v 10 1 145 1 204 : 48x21 /i , INC 6 1 1 1 t /2 EACH END 7 1 24x24 10 5 E 1 1 1 10 13 /2 11 /z 13 /2 1 MECHANICAL p . r 1/2 1 t E C 1 /4 PLUMBING ENGINEER 1 2 . 3x24 1 1 1 145 1 1/4 20 /4 1 2X34 1 1 1 2 1 1 7 J DENVM COLORADO 1 2 2 IN=OR DESIGN T /2 7 4 DALLASjX _ 1 1 16x48 3 F 1 , 6@109 1 271/4 2 4 1 42x2 11 1 1 1 141/4 1 3 2x3 /2 1 , 1 1 1 4 1 /4 LM SAFffff 3 Zi.\ #6 A z 5 # 6 N 1 J RFI 266 7 2 2 BCER 1 ARVADA, COLORADO t 1 t 5 FACE S /2 EA 104 3x24 1@39 1 1 - 0 14 /4 3 /4 . : . . 141/4 1 1 1 1 IA FACE 1 1 1 1 1712 23 /4 1 l4 2 1 P x /z 7 F E f , 1 1 M94loOO 4 5 # #5 BEND AT TOP SLOPE - 7 3 4 G PB9 16x 3 6 F - 4 D 1 3 6 10 R 18 130 23 20 /4 # , # 2 1 ISSUE REVISION DATE M 48^j381/4 /z EACH END 4 3 5 T PART OF 4 5 A PB105 2 16x24 4 6 F 4 C 1 3, 6010, R 18 100 , 15 13 /4 20� ( # # # # 4 8 J TOP SLOPE 4 6 G # # 2 . 2 1 7 12 ' - J FACE BARS /z EA 4 _ _ _ 1 FACE PB106 3 16x24 ` 4 6 H 4 C 1 3, 6 10, R 1 : 100 51/i 204 1 PB9 4 16x24 R 4 D 1 3, 6 10, R 18 100 12 19 /2 # # # 4 4 6 J 4 5 N # 2 # 1 1 1 SLOPE TOP 2 P690 2 16x38 /4 3 6 F D / 4 1 C�3 6010 R 8 130 14 /2 - 12 /2 204 # # " 24/24 24 3 4 A 6 3 4 C 1@39 6@10t R@18 90 15 3X2 20Y4 PART OF PB107 2 1x24 6 F 4 8 G 16x24 6 5 S 1/2 EACH END 4 C 1 3 6 10 R@18 165 17 31/4 17 , SLOPE) 1PB10 1 TOP 3 6 G f , # # # 4 7 C t ! � # F 5 T 1/2 EACH END ASI #D S �It I --- 60 BAR DIA 04/09/08 I 2-#4 STIRRUP 018 REVMON97A 11/2/07 SUPPORT S A AS A.C.L STANDARD EQ'D. ( .) E pST. 1 7 10/19/07 I HOOK U.N.O. ( ) G F 0.3L1 GREATER OF . 3L2 A.G.I. STANDARD AC.I. STANDARD s 1 08/10/07 HOOK (U. . .) O 0.33L2 O 0.33L3 HOOK (U.N.O.) " 0.2 L1 " 014 PLEVISION #5 05/04/07 3 3 ffia " » " 3 5 10 10 L4\013 I /1 / I I BEEN, Go I TYPE "U" E "A" TYPE "B" „ " E "P" 11/17/ FA-L E "D" E K I I I I „ » v TYPE "N" TYPE "V» TYPE "E" TYPE C TYPE Q ® ° ® v 3 0.25L2 0.75L1 0. 2 L1 6 6 6 L Nip OF 0. 125L1 L1 L2 STIRRUP SPACING SEE SCHEDULE (CANTILEVER) GREATER OF 24DIA. „ a(SINGLE SPAN ) TYPE OR 0925L1 OR 0.25L2 a (INTERIOR SPAN ) L1 L2 L3 END BAY INTERIOR Y INTERIOR BAY j 1 /4 A.C.I. STANDARD A.C.I. STANDARD GREATER OF O.33L1 A.C.I. STANDARD PROJECT ; HOOK (U.N.O.) HOOK (U.N.O.) OR 0.33L2 HOOK (U.N.O.) 3» .33L2 3„ 3 EQ. 60 BAR DIA EQ. C TYPE "R" TYPE "� TYPE "H" TYPE "S" POST- TE SI E -- » � I I I I „ „ TYPE "J° TYPE "T" SCHEDULE TYPE TYPE G T-VA-T SIR STIRRUP SPACING 6" 0.25L1 0.25L1 SEE SCHEDULE L SPACE STIRRUPS I FROM THIS END GR TER OF 24DIA ONLY OR 925L1 R 0.25L2 L1 L2 L1 L2 L1 N219 e► �(END SPAN ) TYPE (CANTILEVER) 01 Of ma al 0 ON ON (CANTILEVER) END BAY INTERIOR BAY S !9ml2 d _ I (I I I h % 9, vfWoC g r ®• t gw POSTmTENSIO' NED BEAM S %CMEDULE Pu' S 'Tm ' ENS1 ' NED BEAM S ' HEDULE POST = TENSIONED BEAM SCHEDULE ® 39S13 g REINFORCING STEEL STIRRUPS POST TENSIONING REINFORCING STEEL STIRRUPS POST TENSIONING REINFORCING STEEL STIRRUPS POST TENSIONING g ARK TYPE D MARK TYPE D ARK TYPE W X D ol s Fe KIPS Fe KIPS Fe KIPS a e ® ® JSPACING EA. END S 0 c PACING . END a c SPACING EA. END a c O. . SIZE TYPE RE ARKS SIZE TYPE ( ) ( } b 0. SIZE TYPE REMARKS ' SIZE TYPE ( ) ( ) b 0. SIZE TYPE REMARKS SIZE TYPE Fe (KIPS) b � 16x24 S 4 C 1 3 6 10 1 100 141/4 16 '4 11/z 1 PB31 3 42x24 5 6 H 4 E 1 3 6 10 R@18 130 181/4 20 /4 1 PB47 1 20x24 29 6 5 S 1/2 EACH END 1 tA 1P11 2 # D / # 4 F 1 3, 10, 110 . 15 3 /4 15 G 2 5 6 J CO C. 6 5 1/2 EACH END 1 - 2 2 I 2 7 A 2 - I ra 20x24 4 4 6 C 1 15x21 34 /2 6 S : 1/2 EACH END D 1 3 12 100 1 7;'4 1 1P2 42x24 5 E 1 3 10 18 130 12 20Y4 REINF. 5 T 1/2 EACH END 112 / # # D , f f . t ( E. PLAN ) CC. 7 C 5 7 2 7 5 S FACE BARS, /z EACH 2 15x21 T 1/2 EACH E 6 FACE, 1/2 EACH END 2 1 1 1 15Y2 31/4 3/4 F. 1 2 3x24 7 F 2 F 1 , , 1 1 3x2 F 1 1 131/2 11 4 1 1 16x24 1@3j 1 1 141/4 11 4 14% D D 2 2 2 7 `f 2 2 3 2 - T 1 24x1 7 F 1 1 1 1 14 /4 , 11 /z � 1 1 x24/37 3 7 4 19 1 151/2 4 2 A 2 # 4 A A 0 ( a L ) C. 1 3 3 1 , 6@109 12 1 2 20Y4 2 2 3x2 2 7 REINF. 2 2 1 15 16x24/29 3 6 F 1 1 18 110 17 20 /4 1 35 2 30x24 7 F E 1@3t 109 12 190 15 1/4 20 '4 1 P 24x1 7 1@31 12 220 1 31/4 14 '4' _ I E. PL CC. 6 2 ( } 2 2 2 2 2 2 16x24 2 7 5 7 G Z 2 REINF. 7 G 2 T 1 PB16 3 4 C 1 3 10 1/4 ' 204 2 16X29 6 F D , 1 110 17 3 # 2 4 1 P36 2 48x24 5 F F 1 3 R - 780 134 COC. # , 3 /4 20 '4 1PB51 2 24x18 3 5 F 4 E 1@39 12 200 11 Y2 9 14 '4 2 16X24 3 7 G 2 , 5 3 6 # 2 2 I REINF. 3 9 2 6 I 2 # 2 F, t 1 3 6 F C 1@3s 6@109 R@1 120 17 /4 31/4 20Y4 7 9 G 1B 7 2 16X29 D r CO C. 4 7 _ G 2 5 G FACE BARS 1/2 EACH 2 CON C* # , 16X24 FACE 1PB2 2 2x1 3 6 F E 103, 12 200 12 3 /4 < 1 +Y4 REINF. 6 2 1 1 2 2 1 P 1 16X29 1 3 1 1 120 17 /z 204 1 7 ' - x24 - F 1@39 6@100 7 13 /2 11/4 204 7 G COC. J 6 1 16X24 7 : 1 P 3 1 1x1 1/2 EACH END #4 C t 1@31 12 120 1 /4 1 ' 2 1 REINF. _ 1 2 _ FACE R /2 EACH 1/i EACH D VAM RESORTS 2 16X29 - _ 1 6 1 6 10 1 120 17 /z 204 FACE 7 1 1 3 C a a 2 DEVELOPAIENT C C. J T Y2 EACH END 1 CONFANY 6X24 1 1 24x2 E F 1 1 11 17 1 4 17 / r , , REINF. 12 1x1 C 1 10 110 7 V4 2 7 /4 3/ . 2 5 _ 1 1 0 1 x24 1 1 1 1 120 1 1<4 �4 L T _ /z H C 3 2 2 2 . L C C. 5 F 1 x13 ( } DESIGN ARCIRT= 2 BARS, 'h 2 I . C . 5 r 1 REINF. J - _ t 2 1 3 1x1 1 5 _ C 1 3 1 1 /z 4 1 1 i 1 1 2 1 P 1 1 X2 EACH 1 1 1 13 1 /4 17 1 /4 1 P 1 3x2 /2 4 E 1 1 1 /2 1 . 3 # 6 1 A 4 40 20X2 1 1 2 - 1 1 2 8 /2 EACH END -` NC. 1 C E. PLAN 1x13 2 2ND LAYER 30x29 6 T 1/2 EACH END REINF. : 2 6 - 9 C REINF. 1 1 t 3 9 ; C 2ND LAYER 1 P640 1 36X12 6 6 S 1l2 EACH END : 4 F 1 3 R 310 6 �4 3 /4 - 6�'4 ; 1 PB56 2 18x18 3 5 F OF 4 C 1 3 R 10 110 /4 _ 3 /4 9 �4 # # # 1 8 9 T 1/i EACH END 6 7 C G INC N CONC. 3 5 A # # # 2 2 , 1 5 2 6 : 6 T : /2 EACH . END 6 # ..:. : .18x13 3 G 1 G 1P622 2 16x24/37 3 6 F 4 C 1C�3 „6 10 R 18 165 15 /i 4 20 /4 :: REINF. 1 G , s 1 1 1 1 1 INC E. PLAN CONC. 2 4 - ' A 1PB41 . 1 .. 36x38 /4 6 8 S : _ _ /2 EACH ' END : 4 E - 1 3 6 10 , 545 22 /4 3 /z 22 /4 1PB57 2 42x18 23 6 ' 6 F 4 E 1@3t 6@100 R@12 380 101/4 3 /4 , 194 } # # # / # # f - f 2 2 2 1 R 18 VAIL, COLORADO 6x24 3 6 151 6 8 A /2 ..EACH ` END 1 6 6 S AT DROP Q 1 # # # 2 2 2 2 51 REINF. 5 9 C 7 ' 8 -sEGROUP G 6 ' F 4 C 1 3 6 1 165 4 4 6 6 T 1/z EACH END G N 1P23 2 16x24.: 3 0 18 ` 17 31/ 7�/ 1P658 2 42x23 : 4 5 F 4 E 1 3 6@10, ' R 380 :. .. , 7 r , , 12 12 17 194 # # # 2 4 A 3 _ 5 A # # u G 2 2 2 6 G 1 2 2 24x29 6 F 1 3 6 10 115 15 9 20 '4 6 s 6 r r 2 c. 2 2 1 COC. . G 7 - G u 1 1 20x29 6 F D 1 1 1 250 15 /4 31/4 2A'4 24x24 2 2 T C. C . : 6 REINF. 1 9 24X4 1 : 1 1 1 21/2 6 /2 4216 2 1 AN T 20x24 2 1P 24x24 6 F E 1 3 6@1 115 :12�l4 1 203/4 3 A 181/2 Op 41 REINF. DENVEkCOLORADO ' . L . 1 7 1 24x24 - T 1 2 1 5 20x24 3 F 1@39 1 1 250 1 14 /2 4 REINF. 9 1 SAFEff . L 2 - 6 1 P 1 20x2 6 S 1/z EACH D 1 10 1 1 31/4 - 1 1 0 _ x 3 F ( ) , , 2 1 1 1 1 154 181/2 2 2 1 - 20x2 3 7 7 1!z EACH END 5 2 6 2 2 REINF. ` C 6 2 16X24 3 1 , . 1P2 7 F C 1 3 6 1 1 ` 65 _ 1 /z 151/4 204 6 T Y2 EACH END 2 ' T PROJECiBER:e W941.00 # # 3 7 G 3 6 D # 1 PB45 6 65 S i/2 EACH ND 1 PB61 2 50x18 4 6 : F 4 1 -1 ; 3 X 14 8 E E 4 E 1 3 6010 360 36 �✓4 10 36 '4 H ` 1 3 6 10 R@1 8 790 10 /4 12 143/4 . :. 16X24 .... 3 7 — R@12 ;1 PB27 4 R 4 C 1 3 6 1 0 ; RC�1 65 12 204 4 # , 9 9 C 6 A # # # 5 a 2 2 2 3 5 ' N L� 3 # 14 7 T Y2 EACH : END 6 7 G _ 2 # # 1 3 36 4 S ' FACE BARS "1/i EACH 2 ` 5 G FACE - BARS /z EACH # # 1 PB28 2 16X24 .. 4 P 1 1 5 3 4 _ C 13 : 6 l 0 R 18 ' 110 16 /4 4�✓4 12 /4 FACE 1/2 EACH > EN D FACE # # D D 5 D 6 1 2 3 7 1PB46 1 20x24 12 8 S 1/2 ' EACH END 4 E 1 3 610 150 15 12 /4 15 Q 2 , 8 # # # _ RC�18 1 PB29 4 16X16 4 ' 7 R 4 C 1 3 6@100 ' R(�12 ' 110 8 - 121/4 12 9 A Y2 EACH END — . # 1PB62 3 50x18 4 6 H 4 H ' 1C�3 610 RC�18 790 121/2 144 # # # # 3 5 N 2ND LAYER 1/2 EACH END # 4 ` 5 B 3 # 1 PB30 2 42x24 5 5 1 3 ' 6 0� 6 10 C — F 4 , E 10 R 18 130 - 11 �4 ' 134 2 4 6 7 J r D - # # # # REVIEWED Y 4 5 A 3 9 C 2ND LAYER 1 2 5 J FACE BARS /2 EACH 2 qnnn 10 : 7 T 1/2 EACH END 2 4 FACE# # 5 6 G FEbuilt Colorado — 0 BAR DIA 2-#4 STIRRUP I SUPPORT S /1 / E D. . . A.C.I. STANDARD AS Q — TYPE ST 14 7 17 1 l H00 U.N.O. A.C.I. STANDARD K GREATER OF 0.33L1 GREATER OF 0.3312 A.C.I. STANDARD =MMMON #6 1 OR 0.3312 OR 0.3313 6 1 H00 U.N. HOOK U.N.O. K 0. 1 0.2 L1 014 5 . » 5 3 3 . » 3 10 10 3 4 013 04/12/07 » » . . „ . TYPE P TYPE U . . 11/17/06 TYPE A TYPE B E K TYPE D I I I I I � I v TYPE N TYPE "V" TYPE E TYPE C TYPE Q - - F"—L FA—L ri T\/\- 3 0.2512 0.7511 00 2 L1 6 6 6 a L Ll 0. 12511 L or OF I L2 5F STIRRUP SPACING (CANTILEVER) SEE SCHEDULE GREATER OF 24DIA. „ OR 0.25L1 OR 0.2512 (SINGLE L1 L2 L3 END BAY INTERIOR BAY INTERIOR BAY A.C.I. STANDARD A.C.I. STANDARD GREATER OF 0.33L1 A.C.I. STANDARD PROJECT YP HOOK (U.N.O.) HOOK U.N.O. OR 0.3312 HOOK U.N.O. 30 �/` .33L2 „ EQ. 60 DIA. EQ. 3 3 I I L.TYPE R TYPE F TYPE ■HA TYPE "S* POST- TENSIO BEAM » I I I » . v _ - TYPE "M TYPE "G" TYPE J TYPE `f„ ® ® SCHEDULE I ° » STIRRUP SPACING 6 0.2511 062511 Tll SEE SCHEDULE L SPACE STIRRUPS FROM THIS END GR TER OF 24DIA ONLY OR 925L1 R 0.25L2 J, L1 L2 L1 L2 L1 �, R INTERIOR BAY TYPE w4w (CANTILEVER) ( TYPE CANTILEVER) END . BAY r f �r f,. f I f F rv _ k Fr T TENSIONED BEAM SCHEDULE POST = TENSIONED SCHEDULE Pos POST TENSIONED BEAM SCHEDULE BEAM REINFORCING STEEL STIRRUPS POST TENSIONING REINFORCING STEEL STIRRUPS POST TENSIONING REINF �� ORCING STEEL STIRRUPS POST TENSIONING 0 ; 13 c e ARK TYPE D ARK TYPE D ARK TYPE W X D v. s I Fe KIPS Fe KIPS Fe KIPS �., TYPE REMARKS SIZE TYPE SPACING . END ( ) a c 0. SIZE TYPE REMARKS SIZE TYPE SPACING . END ( ) a c SPACING EA. END a c N0. SIZE E ( ) ( ) b 0. SIZE TYPE REMARKS SIZE ' TYPE ( ) ( ) � 4 . 14 4 1 P O 2 24x38 6 F # D 1 3, 10, 1 200 161/2 15 21 Y4 1 B94 1 36x65 12 7 S Y2 EACH END #4 E 1 3, 10, R 12 400 36 4 �4 36 '4 1 PB63 2 50x18 F H 1 3, 6 1 , 1 790 . 10 31/4 L 4 CON C° 7 G 9 2 C 2 3 7 9 24x25 2 12 7 T Y2 EACH END 4 5 3 5 4 1 2 1 2 5 FACE BARS, /z EACH REINF. 32 # S FACE BARS, /z E . 3 FACE FACE, 1/2 E END � 1 1 2 24x25 7 F 1 10, 1 200 161/2 31/4 1 �4 A 1 44x23 5 H 1 1 1 Y2 121/4 3 1 5 x25 2 11 1 12 131/4 11 143/4 C® Z.7 2 2 5 2 5 2 2 2 2 2 4x1 C 1/z 2 1 2 1 24x25 Y2 H 1 1 1 . 1 31/4 1 1/2 EACH 1 REINF. C C 2 Y2 C A 0 1 2 4x23 1 19 1 1/2 3Y4 121/4 2 1 1 F 1@3, 19 12 104 1 1 x25 1/2 1@31 1 , 1 141/2 31/4 141/2 7 2 2 7 1/2 C 5 Z.2\\ 2 5 44x1 5 CE RS, 1/2 2 2 2 7 2 2 REINF. FACE T Y2 EACH END 1 B 7 36x25 7 P T TOP E 1 3 10 235 131/4 10 Y4 Z2 7 F: EXTEND INTO 197 2 w 2 2 1 1 t , 6 2 3 F F 1 3 1 1 120 13 /4 11 201/4 1 2 1x25 3 5 F 4 H 1 3 10 1 1l /4 21 16 2x24 2 3 5 D 200 : 12 /2 . 4 4 7 G l / I /2'CC. 2 5 _ CC. 3 6 2 5 6 G RE. PLAN 61x25 7 G 1 PB97 4 36x12 6 # 4 F 1 39 10 235 ;'4 32x24. 2 T REINF. 6 # 5 I 2 1 2 2 5 I REINF. 4 5 G FACE BARS /z EACH 1 B85 3 61x25 3 5 6 H 4 H 1@39 10 1 200 1 214 1 f 2 E 2 2 FACE ` COC. 7 6 J 5 # 2 2 E° PLAN 61 x25 1 P 98 1 t T B 42x25 6 6 S 1/2 EACH END 4 E . 1 3 6 10 RE. PLAN R@18 140 12 /z 7 12 /2 # # 32x29 3 5 F 4 F 1 3 10 1 120 , 13 71/2 WY4 REINF. - 5 1P67 2 7 C # 2 5 1 CONCo 1 3 _61x25 8 H 1 1 1 200 15 /2 1 �4 T Yi EACH END 1 a a 2 6 CO C. 7 6 J 2 2 2 5 32x24 T E° LA 61x25 REINF. s REINF. OWNEMEVELOPER 1 1 1 P 1 24x24 6 6 Yi EACH E E 1 3 6 10 1 150 14 /4 31/4 i 41/4 1 7 61x3 5 6 F 4 H 1 6 10 1 200 1 /i 154 21 �4 1 9 36X25 7 T TOP 4 F 1 , 6 10, 1 255 121/2 1 �'4 VAIL RESORTS , f Y2 O . 3 6 EACH 7 F EXTEND INTO 11 DEVELOPMENT 2 1 2 2 5 2 4 61x25 7 G K T 1/2 REINF. 5 5 , COLORADO :r 1 1 1 P 1 24x25 1 1 1 1 13 '4 /4 21 ;Y4 lz H D f D 1 1x2 1 215 1 1 Y4 2 YzHD 1 1 3X12 ' 5 1 f R@9 255 6 4 2 2 S Y 2 D Y2 2 EACH 6 # 6 N A0 2 C 2 5 5 4 2 1 2 1 7 x24 1 1 1 1 17 /2 . 31/4 20;Y4 1 f a 1 t 1 3 1 1 20x25 6 /2 EACH END C 1 10 1 140 1 /2 12 1 /i f 2 2 6 6 8 C Denver, Cdondo 2 4 6 G 6 T /2 EACH END P6101 1 6 1 1 1x50 6 6 S 1�i EACH END 4 D 1@39 10 R@18 130 27Y2 24 /4 27Y2 # # D , 3 C �r F RECORD # 2 1 _ 1 1 2 GLOVER SWM �, INC 1PB71 2 16x24 ' 3 6 F 4 C 1 3 6 10 R 12 180 16 /4 . . . 10 204 1PB90 1 - 30X12 6 5 S /z EACH END 4 F 1 3 6 10 R 12 200 6�4 3 /4 6�4 /g/ f D f f 6 6 OKLAHOMA D OKLAHOMA 2 5 A 4 8 C 6 5 T A - # # Yi EACH . END . 2 ` 2 2 5 2 t 5 1 4 6 G 6 5 T, _ _ . /2 EACH END 4 5 " G ` FACE- BARS /2 EACH# # 2 # BARS, 4 4 S FACE S v o # E BA 1/i EACH FACE 1/2 EACH END 1P72 3 16x24 3 6 H 4 C 1 3 6@109 R@1 2 180 5 201/4 FACE # # 4 6 J 2 EGROUP # 2 2 1 1 , 1 P91 1 12x25 5 S - 1/2 EACH END - 4 D 1 3 ` 6 10 1 `110 15 /z 12 15 /2 1 P6102 ;3 45x39 5 7 F 4 F 1 3 _ 6 10 R 1 400 134 . 154 21 �4 , # # f , 1PB73 2 16x24 3 6 ' F 4 - C 1 3 6 10 12 180 17 61/4 204 3 5 C 6 6 f , CONC. G E. - 7 S6001 SMUCrURAL# # # # ENGRQM 2 2 1 2 1 2 5 5 T /2 EACH END . 2 5 G FACE BARS /2 EACH 2 42x25 C. 2 t 4 S FACE S /2 EACH REINF. FACE v BARS, FACE Y2 EACH END 2 R T 1 1 1 7 16x25 3 5 ' 1 10 1 1 15 /4 12 /4 211/4 AX MIMING ENGWEER f D 1 1 s INC 1 1 36X42 10 - , /z EACH ` END E 1 10 1 :`. 240 : 22 . 21 /4 2 1 1 36x25 7 F 1 : 6 10 1 400 �l4 ' 1 1 2 f — 2 , D - 2 DEZqVER, COLORADO 2 G 7 2 _ 2 2 2 1 1 1 - /2 EACH D 2 J t 2 1 Tx 3 16x25 1 1 1 1 17 /4 1 Y4 1 /2 Ek FACE f , f 5 J 2 FACE, Y2 EACH D LIFE 2 2 1 1 x12 1 S Y2 1 1 225 Y4 Y4 Y4 E a ARVADA, COLORADO 1P B76 16x3 H _ C i 10 1 160 1 21 Y4 C _ 1 P 1 36x25 5 ® t D f 5 F 1 6@10, 1 400 1 /4 , 213/4 4 4 L5\ 2 3 2 2 ` OC. 6 - J 12 T ; 1/2 EACH END 6 6 J 5 ° 2 1. 2 2 t 2 2 16x25 2 5 J FACE BARS /z EACH # 8 REINF. 2 2 FACE MSUIE oN - DATE P 77 3 16x38 3 5 H 1 B 4 C 13 6010 = R12 - 160 31/4 21 �4 # a D N CONC. 4 5 B 1/2 EACH END # 16x25 3 6 J 1 PB105 3 48/36x25 5 5 H 4 F 1@31 '6 10 18 0 — 7 214 # f , R 40 REINF. ` CONC. 6 5 B 1/2 EACH END 2 2 1PB78 3 6 5 - 2 1x38 3 H 4 C 1 3 6 10 R 12 160 13 21 �/4 36x25 6 , 7 J f , # RE. PLAN # CON C. 3 6 J 1 2 REINF. 2 5 J FACE BARS /2 EACH 2 .. 16X25 2 REVIEWED E B FACE REINF, 2 1 PB79 2 ` 16x25 3 5 F 4 C 1@31 6 10 12 160 151/2 _ 11 Y2 21 Y4 299 f , 2 4 2 2 3 G 60 BAR DIA I / / i 2- 4 STIRRUP SUPPORT S A it AS_ » » E D. Q E ST _. 17 10/19/07 A.C.I. STANDARD D 4 1 7 i HOOK (U.N.O,) GREATER OF 0.331.1 G OF 0.331.2 A.C.I. STANDARD ( ) A C.L STANDARD 10 s 6 � - HOOK U.N.O. OR 0.331.2 OR 0.331.3 HOOK U.N.O. (U.N.O.) 0.2 L1 d 5 014 REVIZON #5 05/04/07 3 3 » " 3 1Q 10 3 4 013 04/12/07 I� }} . . I TYPE U » » TYPE P E A _ 11/17/06 FIN E B E K " » v I I I I TYPE D » » v c�. » » TYPE TYPE E TYPE C TYPE Q E N » o i 3 0.251.2 0.751.1 - 0. 12 1.1 OT 6 6 6 - L 02 Oa 1251.1 1.1 �, 1.2 L STIRRUP SPACING (CANTILEVER) SEE SCHEDULE GREATER OF 24DIA a �, OR 0.251.1 OR 0.251.2 _ I (INTERIOR L1 L2 L3 END BAY INTERIOR BAY INTERIOR Y 1 `4 A.C.I. STANDARD A.C.I. STANDARD GREATER OF 09331.1 A.C.I. STANDARD PROJECT YP ` HOOK (U.N.O.) HOOK (U.N.O.) OR 0.331.2 HOOK (U.N.O.) 3» .331.2 " EQ. 60 BAR DIA EQ. 3 3 TYPE "R TYPE °F » » TYPE "S" TYPE H - POST TENSION BEAM " I I L I » TYPE "J" TYPE "r v SCHEDULE TYPE l ! TYPE G .o .n STIRRUP SPACING 6" 0.251.1 0.251.1 SEE SCHEDULE L SPACE STIRRUPS - FROM THIS END GR TER OF 24DIA ONLY OR .251.1 R 0.251.2 I wile 1.1 1.2 1.1 1.2 1.1 w « 04" C R ( ) END BAY INTERIOR BAY 9014 POST = � ENSIONED BEAM SCHEDULE POST = TENSIONED BEAM SCHEDULE POST = TENSIONED BEAM SCHEDULE 39513 REINFORCING STEEL STIRRUPS POST TENSIONING REINFORCING STEEL STIRRUPS POST TENSIONING REINFORCING STEEL STIRRUPS POST TENSIONING 0111I a c MARK TYPE W X D b c MARK TYPE W X D a b = MARK TYPE W X D NO * SIZE TYPE REMARKS SIZE TYPE SPACING (EA. END) Fe ( KIPS) i NOo SIZE TYPE MARKS SIZE TYPE ] SPACING (EA. END) a NOs SIZE TYPE REMARKS SIZE TYPE SPACING ( EA. END) Fe(KIPS) =J8 1 PB1 06 3 36 /48x25 H #4 F 1 @39 6@8 � R@1 2 400 81/2 21 Y4 1PB117 1 2430 10 # 8 S 1/2 EACH END 9 CONCe 6 # 7 1 5 # 9 c CONCe 2 # 4 A RE* 12/S6. 01 2 //2& 2 # 6 B 2 # 5 1 FACE BARS, 1/2 EACH 6 # 7 T 1/2 EACH END REs 12/S6. 01 z L 1 2 42x29 5 # 7 G RE* PLAN 36x25 FACE REINF. RE* PLAN REINF. 1PB117A 1 2430 8 # 7 S 1/2 EACH END #4 E 1@39 6@6t R@12 535 201/4 31/4 201/4 7 25Y4 1 PB1 07 2 36x25 5 # 5 F #4 F 1 @3, 6@1 8v R@1 2 400 14 16 21 Y4 7 # 9 C 1 PB1 30 3 47/42x29 4 # 6 H #4 E 1@31 6@89 R@12 415 8 # 7 T 1/2 EACH END RE: 12/S6001 CONCa 5 #7 1 A 6 # 6 G A Z2 Z2\ REa PLAN 42x29 2 # 5 G FACE BARS, Y2 EACH FACE REINF. A ----------- Z Z2..\ 1 PB1 31 3 42 /47x29 4 # 6 H #4 E 1@3p 6@81, R@12 415 7 25Y4 REo 12/S6 01 CONCe 5 # 7 1 1 PB1 08 1 36x59 /29 ' 10 # 5 IS 1/2 EACH END #4 F 1@31 6@8p R@12 160 161/2 81/2 161/2 1PB118 1 4200 10 # 8 S 1/2 EACH END #4 E 1 @3t 6@8� R@1 2 490 181/4 31/4 181/4 REO PLAN z 42x29 An CONCo 6 # 6 C 7 # 10 c REINF. 2 4 # 6 F #4 E 1@3v 6@81 R@12 415 16 6 253/4 4� 8 # 5 T 1/2 EACH END 8 # 7 T 1/2 EACH END PB1 32 2 47x29 /59 RE� PLAN Z 2 FACE BARS, 1/2 EACH 2\ RE* 12/S6. 01 CONCo 2 # 4 A 0 36x29 4 # 5 S 2& 42x29 5 # 8 G 2 04 REINF. FACE, 1/2 EACH END 0 RE4 PLAN REINF. A2 u I N �=4 1 ZL I 1 PB1 09 2 60A 2 9 # 7 F #4 F 1 @3j R@9 , R@1 2 350 61/4 61/2 93/4 immmi Z 1PB133 4 4809 11 # 10 R BEND AT BOTH ENDS #4 H 1@3p 6@10� R@12 900 391/2 75Y4 9 # 7 G A6 A2 9 # 9 R AT 65" DEPTH 2 9 # 9 R AT 35" DEPTH 1 PB1 19 4 4803 8 # 11 R #4 E 1@3t 6@101 R@18 780 291/2 53 6 # 7 N 2 6 # 8 N 12 1 # 4 N FACE BARS, 1/2 EACH 93 6\CONCO z - FACE 1PB110 3 60x12 9 # 7 H #4 F 1 @39 R@9 350 3 /4 16 # 4 N FACE BARS, 1/2 EACH 6 9 # 7 1 48x59 A FACE A REW A 1PB134 3 48x79 /65 12 # 7 H AT TOP OF 26 tv DEPT #4 H 1@3� 6@101 R@12 900 32Y4 22Y4 2 Z2 z 'Z6. I ( STEPPED /35/26 7 # 9 1 2 1PB120 3 48x59 7 9 H #4 E 1@3p 6@109 R@18 780 441/2 55y4 Bm W/ A 2 # 4 J FACE BARS, 1/2 EACH # Z2 I 8 # 9 1 CONSTANT FACE OWNER/DEVELOPER A SOFFIT) 3 Z2 1PB111 2 60x12 9 # 7 F #4 F 1 @31 R@9 350 61/4 41/4 9 /4 VAIL F ESORTS — 1PB135 3 48x26 /35 12 # 9 B 1/2 EACH END #4 H 1@31 6@10p R@12 900 24 31 Y4 9 # 7 G 16 # 4 1 FACE BARS , 1/2 EACH DEVELOPMENT FACE (STEPPED 9 # 9 H AT 26 " DEPTH A COMPANY Z6. BM W/ 7 # 9 1 AVON, COLORADO CONSTANT 2 # 4 1 FACE BARS, 1/2 EACH SOFFIT) L2 K 1 PB1 21 3 48x59 7 # 9 H #4 E 1@3t 6@101 R@18 780 21/2 55Y4 FACE A RE: PLAN DESIGN ARCHITECT — Z6\ 1PB112 2 48x25 9 # 9 F #4 H 1 @31 R@1 2 770 131/4 61/2 21 Y4 8 6 # 9 J A 2 # 9 B 16 1 FACE BARS , 1/2 EACH 1PB136 3 #4 H 1@3� 6@10� R@12 900 13Y4 31 2 Z�2\ '& --- 10 # 9 H 4 40 9 # 9 G FACE ( STEPPED 2 -UA G FACE BARS, 1/2 EACH 1PB122 2 . 48x59 7 # 9 H EXTEND TO DROP #4 E 1@31 6@10t R@1 8 780 42Y4 55y4 BM W/ 4805 10 # 9 1 . jr 1 CONSTANT A Denver, Colora FACE 8 # 9 1 SOFFI T) 2 2 # 4 1 FACE BARS, 1/2 EACH 2 6 16 # 4 1 FACE BARS , 1/2 EACH FACE A END RE: 6/S6 . 01 REO PLAN ARCHITECT OF RECORD 553/4 GLO 1PB113 2 36 /42/48 '9 # 9 F #4 H 1 @3o R@1 2 770 14 31/4 21 Y4 1PB123 1 48x29 /59 7 # 9 F #4 E 1@39 6@10 , R@18 780 16 24 OKLAHOMA CITY, OKLAHOMA RE* 12/S6. 01 x25 2 # 9 B A 6 # 9 G 1PB137 2 4805 9 # 9 F #4 H 1@3, 6@10j R@12 900 191/2 221/4 313/4 CIVIL ENGINEER 2 6 7 9 # 9 G A A2 RE* PLAN 8 # 9 G ALPINE ENGINEERING, INC, 7 5 z A6 VAIL, COLORADO A6 2 # 4 G FACE BARS, 1/2 EACH A 6 L2.\ FACE LANDSCAPE ARCHITECT 1PB124 2 72A 8/65 10 # 1 F #4 H 1 @39 6@89 R@1 0 900 91/2 31/4 14Y4 1PB138 4 36x BURLINGTON, VERMONT CONCe 3 # 6 A 5 # 6 N z z A2 1PB114 2 48x43 9 # 9 F #4 H 1 @39 6@8 � R@1 2 590 15 141/4 263/4 RE: PLAN 72x18 10 # 10 G 2 # 5 N FACE BARS, 1/2 STRUCTURAL ENGINEER Z L6 � REINF. FACE HAYNES WHALEY OC E CONCs 9 # 9 G INC, 2 # 4 G FACE BARS, 1/2 EACH HOUSTON, TEXAS L6 4800 Af; FACE 1PB125 2 72x1 8 /65 10 # 10 F #4 H 1@3j 6@82 R@10 900 91/2 31/4 14Y4 MECHANICAL ELECTRICAL REINF. CONCo 3 # 6 A 1PB139 3 36x29 3 # 8 H #4 F 1@31 6@10t R@12 570 8 253/4 PLUMBING ENGINEER ABS CONSULTANTS INC, 5 REo PLAN 72x18 10 # 10 G 5 # 9 J DENVER, COLORADO 2 L )---7 1 PB1 15 3 48x43 9 # 9 H #4 H 1 @3, 6@89 R@1 2 590 171/2 2 6 Y4 REINF. INTERI ORDESIGN CONCe 4 # 6 B 1/2 EACH END 2 1 < 9 # 9 1 1PB126 1 36x29 /59 8 # 7 IS 1/2 EACH END #4 E 1@3� 6@8t R@12 595 171/4 41/2 17Y4 A LIFE SAFETY 4800 ) 2 # 4 1 FACE BARS, 1/2 EACH CONC6 7 # 9 C Z2 BCER ENGINEERING INC, z 1PB140 3 36x29 6 # 8 H #4 F 1 @39 6@109 R@1 2 570 183/4 253/4 ARVADA, COLORADO REINF. FACE RE & PLAN 36x2g 6 # 7 T 1/2 EACH END An A REINF. 5 # 7 J /2\ 2 # 5 1 FACE BARS, 1/2 EACH PROJECT NUMBER, 20941 ,00 1 PB1 16 2 f448x43 # 9 F #4 H 1@3o 6@81 R@12 590 161/4 31/4 263/4 1PB127 2 36x29 5 # 8 F #4 E 1@3t 6@81 R@12 310 171/2 3 Y4 25Y4 FACE Co ISSUE REVISION DATE CONCO 5 # 7 G # 9 G An A 4800 # 4 G FACE BARS, 1/2 EACH 1PB141 3 36x29 5 # 6 H #4 F 1@3j 6@8t R@12 570 15 25Y4 A2 36x29 5 # 7 H #4 E 1@31 6@89 R@12 310 12 25Y4 6 # 8 G A, REINF. FACE 1PB128 3 5 # 7 1 2 # 5 G FACE BARS, 1/2 EACH 7 A2 A2 FACE 60 BAR DIA 2—J4 STIRRUP SUPPORT BARS A.C.I. STANDARD AS RE0. (TYP) TYPE "ST" 1 /4 HOOK (U.N.O.) GREATER OF 0.331.1 GREATER OF 03312 AoCalo STANDARD 017 REVISION #7 10/19/07 A,C.I. STANDARD OR 0*331.2 OR 0*33L3 HOOK (U.N.O.) Z7 HOOK (U.N.O.) 062 Ll ff _V-\I z 015 REVISION #6 08/ 10/07 3" 3 7 10" 7 10" 00 3 013 REVISION #4 04/ 12/07 PE "P" 009 PERMIT SET 11 /17/06 L�TYPE "U" L�TYPE "A L—TYPE "B TYPE "K" E "DO E E "E" ---TYPE "C F— TYPE "Q" 13 1 TY P E "N" 3" 0351.1 0. 12 Ll 6" 6" 6 L or 0 or or 0e125L1 0 STIRRUP SPACING Ll L2 SEE SCHEDULE (CANTILEVER) 24DIA, GREATER OF TYPE "1 " (SINGLE SPAN ) TYPE "3" (INTERIOR SPAN ) OR 0*251.1 OR 04251.2 FEB 2 6 20 Ll L2 Q END BAY INTERIOR BAY INTERIOR BAY PRO jFa NORTH sj� FF ' u - 1t Colorado MUE GREATE Mae. 1 /4 A.C.I. STANDARD A.C.I . STANDARD R OF 0331.1 A.C.I. STANDARD ROJECT KEYPIAN HOOK (U.N.0) HOOK (U.N .O.) OR 093319 HOOK (U.N.O.) 3" 33U 6 6 EQ, 60 BAR DIA. EQ* 3" 35 MORRIS: L,�TYPE OR 0 L�TYPE "Hu �WE "S" I —WE "M" L=E "G f--TyPE "J" TYPE SCHEDULE STIRRUP SPACING 6" 0251.1 0251.1 SEE SCHEDULE 40 or L SPACE STIRRUPS FROM THIS END GR R 4DIA, ONLY OR 025 0,251.2 Ll L2 Ll L2 Ll TYPE n2m (END SPAN ) TYPE w4s" (CANTILEVER) F11A L FA- OR 1*33L --VA-L 0 7, r, "16" 6"1 j--VA-L I.q F A--L L (CANTILEVER) -a, END BAY INTERIOR BAY S !9m15 l k E N a� .O. ' POSTcaTENSIONED BEAM SCHEDULE POST = TENSIONED BEAM SCHEDULE POSTP= TENSIONED BEAM SCHEDULE 6 $V °� REINFORCING STEEL STIRRUPS POST TENS IONING REINFORCING STEEL STIRRUPS POST TENSIONING REINFORCING STEEL STIRRUPS POST TENSIONING 7 ARK TYPE ARK TYPE D ARK TYPE D Fe KIPS Fe KIPS Fe KIPS SPACING EA. END a c SPACING . END a c SPACING EA. END a c 0. SIZE TYPE REMARKS SIZE TYPE ( ) ( ) b 0. SIZE TYPE REMARKS SIZE TYPE ( ) ( ) b 0. SIZE TYPE . REMARKS SIZE - . .TYPE . ( ) ( ) b 1 P81 2 2 36x29 5 7 F 4 F 1@3l 6@109 12 570 151/2 19%/4 25 4 1 PB156 1 16X30 6 6 S 1/2 EACH END 1@3t 6@69 1 140 19 ;'4 71/2" 19;Y4 1 P 170 2 48x29/20 7 F 4 E 1@31 , 160 61/2 2Y4 ;'4 5 7 G 1/2 EACH END COC. 7 G 2 # 2 1 2 4 4 48x20 2 5 G FACE BARS, /z EACH 7 C ( E. PLAN ) 4 FACE 6 6 T 1/2 EACH END 4 REINF. FACE , 1/z EACH 1 P 171 2 x26 7 F E 1 3, , 160 6 71/2 9 �4 FACE Y2 . 7 i 4 1 143 20x24 7 19 19 1 1 14%Y4 131/2 4 ( ; PLAN ) 4x2 G 2 2 REINF. j 1 1 1 3 19 , 1 1 161/2 19 ;Y4 4 1 172 1 x12 1 Yz C , 5 21/4 3 1 1 2x2 F 1 , 1 1 11 1 14%Y4 4 1 T Y2 6 EACH END 3 7 2 1 1 1 3 1 , 1 1 1 1 4 173 1 18x25/38 z 11 1 11 1 1 1 145 48x44/61 7 F a / 1 1@3l 1 1 3Y4 4 5 , 1/z 4 . C 5 7 2 CE 18x25 T Y2 EACH END 48x44 7 REINF. S FACE BARS, 1/2 EACH 1 F. 12 G FACE BARS /2 E CH FACE, Y2 E END w 2 FACE 1 P15 1 16x24 6 S Y2 EACH E 4 D 1@39 6 1 135 13Y4 3Y4 134/4 , s 1 E. PLAN 3 7 G 1 P174 1 36x12 7 S Y2 EACH END- 1 3 6 12 110 3 /4 4 6 T Y2 EACH END 7 C s 1 % 5 S FACE BARS 1/2 EACH 2 EACH END Z,1 P16 2 48x61 6 F E 1 3, 6 10, 1 345 22 2 /z 4 6 T Y E FACE 1 PB175 1 30x24 6 S Y2 EACH END 4 F V4 CONC. G 1 3 12 250 15 3 /4 15 1 2 48x44 12 G FACE ARS f2 EACH 5 Yz EACH END r REINF. FACE 7 7 C # /z Y4 37 /2 1PB10 2 20x30 7 F D 1 3 18 220 174 /2 - 263'4 / EACH 1P17 1 36x65 10 S Y2 EACH END F 1 3 1 1 995 7 T 2 END zo 6 a , , r 1 9 11 C 7 FACE BARS, 2 EACH r 2 2 t 10 T Y2 EACH FACE Y2 EACH FACE /z E . END t FACE 1 FACE BARS, /z C V2 t 1 1 1 17 1 16x24 6 6 Y2 EACH 1 3 /z C 1 1 17 /2 /4 17 /z s 2 4 C VAIL RESORTS 1 1 1 20x30 7 D 1 1 220 263/4 T Yz EACH END DEVELOPMENT r , t 1 1 - 1 1 1 1 1000 32 /2 1 7 J 1 COWANY 1 1 1 5 J F S /2 1 177 1 24x25 /2 EACH T 1 5 4 7 1 1 1 / 11 4 15 /4 1 , r , 1 2 1 F /2 EACH FACE BEYOND COL. a FACE - 4 2 5 T ' Y2 H 1/2 1 1 2 _ 1 1 2 174 ' 4 4 S C E 2 x ® 1 1 1 1 1@39 1 1 61 ;Y4 /z EA END 2 1 4 40 5 S /z s , EACH 2 1 1 1 FACE 1 P17 1 1x38 3 6 1 �4 4 E. PLAN 1 J FACE BAS /2 EACH 1 110 16 /4 1 1 / , a , ' 2 - FACE 2 3 7 : 2 2 6 1 4 S FACE BARS /2 EACH 1 t 15 1 �4 / 1 �4 OF PXMPM 1 PB163 1 16x21 /z 6 7 S 1/2 EACH END D 1 3 6 R 12 2 2 3 4 2 FACE 1/2 E END # a , 1PB150 3 34/42x65 7 10 H E: - 6 S6 . 01 4 F 1 3 6 8 R 12 1000 — 54Y4 8 C G INC 4 2x 61 �4 # / # / # _7 1 7 t 9 16 J 6 6 T _ /2 EACH END 1P179 2 30 18x38 4 7 F 4 _ D 1 3 6 R 18 150 24 6 /2 343/4 # # / # # r , 6 2 G 2 1 1 E. : PLAN 18 4 J FACE BARS /2 EACH 2 4 5 S FACE BARS /2 EACH � CONC. 2 5 A BARS, , # # # RE. 12 S6. 01 Al PINE G G INC 2 .:::. FACE FACE '� EA END 18x38 . 7 G V O # t REINF. 6 4 G FACE BARS /2 EACH 2 RE. PLAN # s FACE S GROUP 1 PB151 3 42x65/35 7 9 F 4 F 1 3 1 12 1000 33 31 Y4 1 PB14 36x56 6 9 U EXTEND TO 4 DROP 4 F 1@39 6 R@12 275 — 28 533'4 G N / # # STEPPED 1 9 J 6 7 > 1 P610 _ 2 18x38 4 6 F . . 4 C 1 3 1 150 ; _ 22 _ 25 /2 344 STRUCTURAL ENGINEER # # # # BEAM ) 2 2 6 1 P J FC BARS /2 EACH 5 E. . LAN ' 1 E BARS, s INC FACE 1 P16 3 48x56 6 J F 1 12 ' 275 523/4 533/4 G HOUSTON, TML&S / a a 2 6 6 1 2 - G FACE BARS, /2 EACH t 1 J FACE > Y2 ' C 1 1 1 1x3 3 F FACE 1@39 1 / BARS, r , 1 _ 22 4 `343/4 PLEMINGENGINEER 6 1 152 42x35 7 F F 1 1 100 7Y4 , 27 31 ;Y4 FACE 3 G CON INC // i i , COLORMO 6 _ 1 EACH R0=ORDFMGN 2 of ,t 2 — 7 p T T 1 1 x 1 F 1 _ 275 . 2 3'4 F DALTA% TX s / E. PLAN 1 1 FE S /2 BARS, I6 t 1 1 1 - 1 5 S 1 1 1 11 Y2 LWE FACE /2 C D r r 6 23 BCERIENGINEERINGINC t 1 J C S / EACH 7 C , F E z - t 1 153 16x24 D 1 1 100 1 16Y4 204/4 ' FACE 6 T _ /2 EACH END 3 1 P 167 48x12 6 H 4 F 1 - 275 �4 1 _ S FACE BARS, 2 EACH • 1. 1 C S /2 EACH 6 9 J FACE Yz EA END ` ISSUE REMON DATE 2 5 G FACE BAR H i # # FACE 2 4 J FACE BARS Y2 EACH 2 # s 1 1 - FACE _ 1PB183 1 24x22Yz ' 5 7 , P 4 D 1C�3 6 R@10 100 13 /4 8 13 /4 # # e , 1PB154 2 16x24 3 5 7 - _ F 4 D 13 6 8 R 18 100 ° 15 15Y4 204 7 Q # # # m 3 7 G 8 F 4 F 1 3 R 365 6 404 3�4 1 P16 2 - 48x12 = 6 # # # t 2 5 G FACE BARS /2 6 9 G EACH # # FACE 2 4 G FACE BARS Y2 EACH 1 1 1 , 1PB184 1 24x22Yi 6 7 S 4 D 1 3 6 R 10 150 13 /4 . 3 /4 13 /4 # r , A6 # # FACE 3 7 C # immq 1 PB155 _ 1 16x24/37 6 6 S Y2 EACH END 4 D 1@32 6 R@18 210 104 34 14Y4 ° 6 7 T / # # # CONC. 3 1PB169 1 36x25 8 6 S Y2 EACH END 4 E 1@31 6@61 R@12 160 ` 12Y2 31/4 12Y2 C , a 4 # # RE. PLAN 16x24 6 6 T Y2 EACH END 5 7 C livaii ii REINF. T Y2 EACH END 7EF FEB 2 3 20199 0 BAR IA t Colorado I 2—#4 UP SUPPORT S AS a E D. » » Q ( ) E ST A.C.l. STANDARD 1 /4 1 / A.C.I. STANDARD HOOK U.N.O. GREATER OF 0.331.1 G OF 0.331.2 A.C.I. STANDARD 10/19/07 1 0.33L2 0.33L3 7 7 HOOK . . HOOK U.N.O. (U.N.O.) 0.2 L1 1 » 6 1 3 3 wommummus 10 10 3 3 4 013 12/07 » » . » » » E p E U E A E . » 11/17/ OD E K v I I I I I I I I n TYPE D » » DID » » TYPE "V" TYPE E TYPE G —TYPE Q E N 0.251.2 0. 2 L1 s 6 6 3 0.751.1 LIMA L din 0.1251.1 L LIE 1 I STIRRUP SPACING (CANTILEVER) SEE SCHEDULE GREATER OF 24DIA. r a ,� ,(SINGLE SPAN ) TYPE OR 0.25L1 OR 0.251.2 rmE L1 L2 L3 END BAY INTERIOR BAY INTERIOR BAY maim 1 /4 A.C.I. STANDARD A.C.I. STANDARD GREATER OF 0.331.1 A.C.I. STANDARD HOOK U.N.O. HOOK U.N.O. OR 0.33L2 HOOK (U.N.O.) PROJECT YP �— °°"'0.331.2 EQ. 60 BAR DIA. EQ.5 ad zrl . ,F 3" 3» 3 I I TYPE »R" TYPE »F» » . TYPE 'S» POST- TENSION E TYPE H » » » » TYPE »J» TYPE `r» v SCHEDULE TYPE TYPE G STIRRUP SPACING 6» 0.251.1 0.251.1 i SEE SCHEDULE L SPACE STIRRUPS OT FROM THIS END GR TER OF 24DIA ONLY OR .251.1 R 0.25L2 L1 1.2 L1 1.2 L1 020 a '(END SPAN) T)FE (CANTILEVER) f (CANTILEVER) END Y I IOR BAY S9ml6 ; i I i I 1 406 P'D 0 L 0 PO mmENSIONED BEAM SCHEDULE POST = TENSIONED BEAM SCHEDULE s � ENSIONED BEAM SCHEDULE POST CA �0 ; 39s13 REINFORCING STEEL STIRRUPS POST TENSIONING REINFORCING STEEL STIRRUPS POST TENSIONING REINFORCING STEEL STIRRUPS POST TENSIONING MARK yea / to MARK TYPE W X D MARK TYPE W X D TYPE W X D ne4��'It! We SIZE TYPE REMARKS SIZE TYPE SPACING (EA. END) Fe(KIPS)l a I b 1 E TYPE REMARKS SIZE TYPE SPACING ( :A. END) Fe(KIPS) l a I b I c NOo SIZE TYPE REMARKS SIZE TYPE SPACING (EA. END) F�e (KIPS)I a I h I C ...... �r&:� '604 pq 193 1 P131 42 2 36x29 5 # 7 F #4 F 1@31 6@109 R@12 570 151/2 19 Y4 25Y4 1 P131 56 1 16X30 6 # 6 s 1/2 EACH END #4 D 1@3t 6@6t R@18 140 19 Y4 7 Y2 /4 1 PB1 70 2 48x29 /20 7 # 8 F #4 E 1 @3p 6@69 R@9 160 61/2 21/4 9 Y4 5 7 G 4 # 4 A 1/2 EACH END CONCO 7 # 8 G # 48x2O 2 # 5 G FACE BARS, Y2 EACH 4 # 7 C (RE: PLAN ) REINF, FACE 6 # 6 T 1/2 EACH END 4 # 4 s FACE BARS , 1/2 EACH 1PB171 2 48x26 7 # 8 F #4 E 1 @39 6@61 R@9 160 6 71/2 9 Y4 FACE, 1/2 EAe END CONCO 7 # 8 c 1 PB1 43 2 20x24 3 # 7 F #4 C 1 @31 6@1 Oo R@1 8 160 143/4 131/2 203/4 ( RE: PLAN ) 48x2O 3 # 7 G A REINF, TT— _ 18 # 8 ti 1/2 EAC IT 161/2 193/4 26Y4 I Pul 72 1 bbx1 2 H END #4 E 1@3t 6@6p R@9 505 6 21/4 6 Z2\ ....... B 7 2 1600 3 # 6 F #4 D 1@39 6@6p R@18 100 An 3 # 6 G 9 # 8 C 1 P131 44 2 20x24 3 # 7 F #4 C 1@39 6@10� R@18 110 14 104 2 0 N 16 # 6 T 1/2 EACH END 3 # 7 G A Z2 1 PB1 58 2 16T2 3 # 6 F #4 D 1 @31 6@6t R@1 8 100 13 15 20Y4 zi.\ 3 # 6 G 1PB173 1 18x25/38 6 # 6 _s 72 D -E .5 #4 D 1 @3t 6@6t R@1 8 110 15 5 15 c 1 PB1 45 2 48x44/61 7 # 8 TF REO 6 /S6 . 01 #4 E 1@31 6@10,f R@18 345 24 31/4 40Y4 2 p FACE BARS , 1/2 EACH CONCo 3 # / C CONCe 5 # 7 B FACE 18x25 6 # 6 T Y2 EACH END 0 48x44 7 # 9 G REINF. 4 # 5 S FACE BARS, 1/2 EACH �4 T4 p REINF. 12 # 4 G FACE BARS, 1/2 EACH FACE , 1/2 EA END N FACE 1 P131 59 1 16x24 6 # 6 s 1/2 EACH END #4 D 1 @3� 6@6t R@1 8 135 13;Y4 31/4 133/4 A2 A 4 z RE. PLAN L6 3 # 7 C 1 PB1 74 1 36x1 2 8 # 7 s 1/2 EACH END #4 E 1@3p 6@61 R@12 110 6 31/4 6 T4 1 6 # 6 T 1/2 EACH END 6 # 7 C =4 1 PB1 46 2 48x61 6 # 8 F #4 E 1@3; 6@101 R@18 345 22 291/2 40Y4 4 # 5 s FACE BARS, 1/2 EACH 8 # 6 T 1/2 EACH END Z, CONCO 6 # 8 G FACE 1 P131 75 1 30x24 8 # 6 s 1/2 EACH END #4 F 1@39 6@69 R@12 250 15 31/4 15 48x44 12 # 4 G FACE BARS, Y2 EACH A2 4 # 5 A 1/2 EACH END REINF. FACE 7 # 7 C k A /4 8 # 6 T 1/2 EACH END 1 P131 47 1 36x65 10 # 8�:— X"S 1/2 EACH END #4 F 1@3 , 6@109 R@18 995 371/2 31/4 371/2 1 PB1 60 2 2000 4 # 7 F #4 D 1@3t 6@61 R@18 220 17Y4 6 Y2 263 Z, 9 # 11 C 4 # 7 G 4 # 5 S FACE BARS, 1/2 EACH & 10 # 8 T 1/2 EACH END 2 # 5 G FACE BARS , 1/2 EACH FACE , 1/2 EA. END 18 # 4 S FACE BARS, Y2 EACH FACE OWNER DEVELOPER FACE, 1/2 EA . END 1PB176 1 16x24 6 # 6 s 1/2 EACH END #4 C 1@31 6@6p R@12 210 171/2 31/4 171/2 4 # 8 C VAIL RESORTS 1PB161 3 2000 4 # 7 H #4 D 1 @3t 6@6 ,f R@1 8 220 26Y4 6 # 6 T 1/2 EACH END DEVELOPMENT 1PB148 4 42x65 10 # 10 R #4 F 1@31 6@81 R@12 1000 321/2 61 4 # 7 1 COMPANY 10 # 7 N 2 # 5 1 FACE BARS, 1/2 EACH 1 PB1 77 1 2425 6 # 6 s 1/2 EACH END , EXTEND #4 D 1@3t 6@6 ,, R@12 120 151/4 113/4 151/4 AVON. COLORADO 18 # 4 N FACE BARS, 1/2 EACH FACE BEYOND COL. 349 A A FACE 4 # 6 C Z2 6 # 5 T 1/2 EACH END DESIGN ARCHITECT 1PB162 2 2000 4 # 7 F #4 D 1@3t 6@62 R@18 220 17Y4 6 Y4 263/4 4 # 4 s FACE BARS, 1/2 EACH 1PB149 3 42/3465 7 # 10 H #4 F 1@31 6@8 ,, R@12 _ _1000 39 61 Y4 4 # 7 G FACE , 1/2 EA END 9 # 10 J A 2 # 5 G FACE BARS, 1/2 EACH 40 REO PLAN 18 # 4 1 FACE BARS, 1/2 EACH 2 FACE 178 1 1808 3 # 6 P #4 D 1@3j 6@61 R@18 110 161/4 15Y4 161/4 A FACE 3 # 7 Q Denver, Colorado A2 / 6 \ 4 # 4 s FACE BARS, 1/2 EACH / 7 1PB163 1 - 1 6 # 7 S 1/2 EACH END #4 D 1@3p 6@6 � R@12 215 123/4 31/4 12Y4 FACE , 1/2 EA END ARCHITECT OF RECORD 1PB150 3 34/42x65 7 # 10 H RE: 6 /S6o01 #4 F 1 @3; 6@8t R@1 2 1000 54Y4 613/4 4 C GLOVER SMITH BODE, INC, 7 OKLAHOMA CITY, OKLAHOMA 9 # 10 1 6 T 1/2 EACH END zi 1PB179 2 30/18x38 4 # 7 F #4 D 1 @31 6 @61 R @18 150 24 61/2 304 RE6 PLAN 18 # 4 1 FACE BARS, 1/2 ACH A6 A2 4 # 5 s FACE BARS, 1/2 EACH CONCo 2 # 5 A CIVIL ENGINEER RE& 12/S6 * 01 ALPINE ENGINEERING, INC, FACE FACE, 1/2 EA END 1808 4 # 7 G VAIL, COLORADO A2 /A RE.6 PLAN REINF. 6 6 # 4 G FACE BARS, 1/2 EACH LANDSCAPE ARCHITECT FACE S E GROUP 1PB151 3 42x65/35 7 # 9 F #4 F 1 @3, 18@81 R@1 2 1000 33 31 Y4 1PB164 4 36x56 6 # 9 u EXTEND TO 1412 DROP #4 F 1@3t 6@6p R@12 275 28 53Y4 ( STEPPED 9 # 9 1 6 # 7 N 1PB180 2 1808 4 # 6 F #4 C 1@31 6@69 R@18 150 22 251/2 343/4 STRUCTURAL ENGINEER BEAM ) A /6 2 # 5 A HAYNES WHALEY ASSOCIATES, RE* PLAN 18 # 4 1 FACE BARS, Y2 EACH Z6\ INC, FACE 1PB165 3 39x56 6 # 9 1 #4 F 1@3� 6@6p R@12 275 523/4 533/4 4 # 6 1 G HOUSTON, TEXAS 2 6 # 4 G FACE BARS, 1/2 EACH — MECHANICAL ELECTRICAL 14 # 4 1 FACE BARS, 1/2 EACH 1PB181 2 1808 3 # 8 F FACE #4 D 1@3, 6@69 R@18 120 22 241/4 343/4 PLUMBING ENGINEER 1PB152 2 42x35/48 7 # 9 F #4 F 1@31 6@8t R@12 1000 273/4 27 313/4 FACE 3 # 8 G DENVER, COLORADO Z 8 # 9 G ZL 6 # 4 G FACE BARS, 1/2 EACH INTERIORDESIGN 6 _bi 5P 26 93 WILSON & ASSOCIATES 6 # 7 P AT 48" TOP A 1PB166 3 39 /48x # 8 F @ #4 F 1@3, 6@6p R@9 275 /4 FACE Z6. D RE6 PLAN 18 # 4 G FACE BARS, 1/2 EACH 56 /42/12 6 # 9 H A LIFE SAFETY FACE 6 # 9 1 Z6.\ 1PB182 1 1808 6 # 5 s 1/2 EACH END #4 D 1@31 6@6 ,, R@18 130 23 111/2 23 BCER ENGINEERING INC. 10 # 4 1 FACE BARS, 1/2 EACH 4 # 7 C ARVADA, COLORADO 1PB153 2 16x24 3 # 6 F #4 D 1@3,, 6@81 R@18 100 13 161/4 20Y4 FACE 6 # 5 T 1/2 EACH END 93 3 # 6 G 1PB167 3 48x12 6 # 8 H #4 F 1 @3t R@9 275 9 /4 12 # 4 s FACE BARS, 1/2 EACH PROJECT NUMBER, 20941 ,00 2 # 5 G FACE BARS, 1/2 EACH 6 # 9 1 FACE , 1/2 EA END FACE 2 # 4 1 FACE BARS, 1/2 EACH ISSUE REVISION DATE FACE 1PB183 1 24221/2 5 # 7 P #4 D 1@3o 6@61 R@10 100 131/4 8 131/4 1PB154 2 16x24 3 # 7 F #4 D 1@3t 6@8p R@18 100 15 151/4 20Y4 5 # 7 Q 3 # 7 G 1PB168 2 48x12 6 # 8 F #4 F 1 @3,f R@9 365 6 41/4 33/4 2 # 5 G FACE BARS, Y2 EACH 6 # 9 G FACE 2 # 4 G FACE BARS, 1/2 EACH 1PB184 1 24221/2 6 # 7 s #4 D 1@3j 6@62 R@10 150 131/4 31/4 131/4 FACE 3 #7 C 1PB155 1 16x24/37 6 # 6 s 1/2 EACH END #4 D 1@39 6@8j R@18 210 141/4 31/4 141/4 ff 6 # 7 T CONC� 3 # 8 C 1PB169 1 36x25 8 # 6 S 1/2 EACH END #4 E 1@3p 6@6y R@12 160 121/2 31/4 121/2 4 1 R PLAN ) 16x24 6 # 6 T 1/2 EACH END 5 # 7 C E REINF. 8 # 6 T 1/2 EACH END A Z4 60 BAR DIA 2—#4 STIRRUP SUPPORT BARS AS REQtD, (TYP.) A.C.I . STANDARD TYPE "ST" 1 /4 A.C.I. STANDARD HOOK (U.N .O.) GREATER OF 0.33L1 - GREATER OF 0*33L2 AC.1, STANDARD 017 REVISION #7 10/ 19/07 OR O33L2 OR 0330 HOOK (U.N.O.) HOOK (U.N.O.) 015 REVISION #6 08/10/07 0*2 Ll 6 3"? 0 3 3" 10" ion 013 REVISION #4 04/12/07 L.TYPE "U L—TYPE $$A" PE nB" WE K" E "E" 'PE "D" E "C TYPE "N f— TYPE "Q" 6" 0o75L1 Oo 12! ijL06" 6" 3" L 0* 125L1 Ll L2 STIRRUP SPACING R (CANTILEVER) SEE SCHEDULE GREATER OF 24DIAo TYPE " 11 " (SINGLE SPAN ) TYPE "3" (INTERIOR SPAN ) OR Os25L1 OR 0*25L2 FEB Ll L2 L3 END BAY INTERIOR BAY INTERIOR BAY _ 1TR&_ 1 /4 NOR A.C.I. STANDARD A.C.I. STANDARD GREATER OF 0*33L1 A.C.I. STANDARD PROJECT KEYP1AN HOOK (U.N.O.) OR Om33I 2 HOOK (U.N.O.) o33L2 EQ, 60 BAR DIA. EQ* 3" HOOK (U.N.O.) 3"JO 6 go 0 400 3 m 0 a I I L—TYPE "R" L—TYPE "F" TVIE "S" POST� TENSION BEAM L—TYPE "H" > E 10M" E "G PE "J I WPE 10000/ SCHEDULE STIRRUP SPACING 6" 0o25L1 0*25L1 SEE SCHEDULE SPACE STIRRUPS FROM THIS END GR ER OF 24DIA, ONLY OR 25L1 OR 0*2519 Ll L2 Ll L2 Ll 01 01 01 ------a TWE "2" (END SPAN ) T)ME ( CANTILEVER) q 7D D 4 Y2 EACH] 6 j__VA_L j--,,A-L VA__ __VAj ]6" -.VA j--,vA—L rL FA—L A� 7L7!5 (CANTILEVER) END BAY INTERIOR BAY S !9m16 y P; I, tY �, r kk a s� I F' e K S. . POSTmTENSIONED BEAM SCHEDULE POST = TENSIONED BEAM SCHEDULE POST = " ENSIONED BEAM SCHEDULE REINFORCING STEEL STIRRUPS POST TENSION ING REINFORCING STEEL STIRRUPS POST T ENSIONIG REINFORCING ING STEEL STIRRUPS POST TENSIONING s r a MARK TYPE D MARK TYPE X D MARK TYPE X D , 3 � SPACING EA. END Fe KIPS Fe KIPS Fe KIPS �. ® ® r P SPACING D a c A EA. E , 0 . SIZE TYPE REMARKS SIZE . TYPE ( ) b N0. S C ) a c SPACING . - END a c a SIZE TYPE' REMARKS SIZE TYPE _ 0 . SIZE _ TYPE REMARKS SIZE TYPE Fe ( KIPS) b 1 1 MOVED 1 P198 1 48X36 12 7 S 2 EACH �. 1 P 183 / END 4 E 1 3 fi R 18 . -340 18 /4 10 /2 184 B r y s TO 59 . 16 6 9 C # 1 12 7 T l2 EACH END I, # l I 1 24 4 S FACE BARS /2 EACH 1 1 P14 OED FACE /2 EACH END TO 9 . 1 i 1 1 19 1 36X65 16 7 /2 EACH D 4 F 1 1 0 35 /4 173!4 35 /4 D r 1 ® 1 1 1 3 1x3 3 D 1 , , 15 1 /4 3414 C 1 3 1 7 T 12 C 1 1 12 J S /2C 3 S S /2 BARS, , 1 FACE EACH FACE /2 C END Z _ — 1 1 1 1 1 3 1 1 3 1 15 3 12 34�l4 1 1 !2 1 1 , , 1 1 / 1 1 /2 /4 1712 y. I 3 7 J BEYOND COL. 327 1 - ° 12 J FACE BARS, /2 EACH 9 9 C 1 FACE 14 18 T /2 EACH END EXTEND ! a BEYOND COL, 327 � r PB17 2 18x38 6 F 3 6 1 1 3 4 D 1 6 18 150 2212 . 2414 34 /4 # .v # 5 1 - 2 1 PB201 2 18X25 3 6 F 4 ` D ` 1 3 6 6 R 1 110 14 /4 13 /4 21 �/ # # > ! 4 # 7 G 3 3 6 G �. # # 1 1 12 4 G FACE BARS /2 EACH 2 5 G FACE BARS /2 EACH # f D 7 a , .. FACE FACE 1 1 18 1 24X25 8 7 S /2 EACH END 4 1 3 6 18 150 15 3 /4 15 a . 1P f ! 4 8 C OWNER/DEVELOPER _ 1 T /2 EACH END 1 S FACE BARS, 2 EACH VAIL f RESORTS FACE /2 EACH END DEVELOPMENT COMPANY I_ AVON, COLORADO 1 1 24X12 F C 1 . 6 1 10 4 33!4 3/4 4 DESIGN ARCHITECT ® 3 - 1 24X12 4 C 1 1 100 /4 2 4 6 J 4 40 Denver Colorado D _ 1 3 1 P131 91 3 24X12 4 # 6 H 4 C 1 @3, 6@6 , R@18 100 5 /2 8 /4 4 6 J ARCHITECT OF RECORD # GLOVER SMITH BODE, INC. OKLAHOMA CITY, OKLAHOMA 1 CIVIL ENGINEER 1 PB192 2 ' 24X12 4 6 F 4 C 1 C�3 6 (�6 R ®18 100 6Y4 3 /4 8 �/4 # # ! 8 ALPINE ENGINEERING, INC. 4 6 G _ VAIL COLORADO # LANDSCAPE ARCHITECT S E GROUP BUI:LINGTON VERMONT 1 , 1 P131 93 2 36X25 6 7 P AT TOP OF 4 F 1@3 , 6 R@18 260 14 4 /4 �l4 f ! 6 7 F FRAME INTO 1 PB194 STRUCTURAL ENGINEER # 1 HAYNES EY ASSOCIATES, 7 G /2 EACH END 1 INC. - 6 4 G FACE BARS, /2 EACH HOUSTON, TEXAS FACE MECHANICAL ELECTRICAL PLUMBING ENGINEER NG N AS CONSULTANTS INC. DENVER, COLORADO 1 P 1 3 36X12 E 1 1 2 3/4 ' INTERIOR DESIGN 6 7 J SON & ASSOCIATES DALLAS, TX LIFE SAFETY BOER ENGINEERING INC, 1 1 V A, COL® O 1 P 1 5 2 36X12 7 7 F 1 6 1 260. l2 3 /4 �l4 D f 7 7 G PRO ECT NUMBER 20941 .00 J 1PB196 36X56 6 9 R — 4 4 E 1 C�3 6 RC�18 340 21 38 /4 ISSUE REVISION DATE # # ! f ION DA y CONC. 6 8 N # 36X42 12 4 N FACE BARS /2 EACH # ! REINF. FACE 1PB197 2 36X42 6 7r F 4 E 1 3 6 RC�18 340 22 28 38 �l4 # # f , 6 8 G 1 12 4 G FACE BARS /2 EACH # FACE E 60 BAR DIA : e i 2 4 STIRRUP TI UP SUPPORT BARS AS E D. TYP. „ „ _ Q TYPE ST A.C.I. STANDARD 4 1 / HOOK U.N.O. GREATER OF 0.33L1 — GREATER OF 0.33L2 AC.I. ( A.C.I. . STANDARD C.I. O 0.33L2 O 0.33L3 HOOK U.N.O. HOOK U.N.O. ( ) ( ) 0.2 L1 7 10/19/07 „ 7 017.: . REVISION # 3 1 . 3. 3 I 10 10 3 6 015 REVISION #6 08/10/07 „ „ If � „ „ „ 12 013 REVISION #4 04 07 TYPE U PE A TYPE B "K" TYPE P 4 / / TY TYPE , „ „ TYPE D I I I I I I I I n „ TYPE E _ TYPE C TYPE „ „ TYPE N TYPE "U Q 3" 0.25L2 0.75L1 0. ZL1 6 6 L 0. 125L1 i T RUP SPACING L1 I L2 i L (CANTILEVER) SEE SCHEDULE GREATER OF 24DIA. - q &� OR 0.25L1 OR 0.25L2 TYPE " 1 " (SINGLE SPAN ) TYPE "3" ( INTERIOR SPAN ) � o r� L1 L2 L3 END BAY no INTERIOR BAY INTERIOR BAY PFOJEcr i _ E 1 /4 � . . oA GREATER OF 0.33L1 1 I €� r . A.C.I. STANDARD A C.L STANDARD A.C.I. STANDARD — — OR 0.33L2 POJCT � HOOK U.N.O. HOOK U.N .O. HOOK U.N.O. .33L2 EQa 60 BAR DIA, EQ.go 3 „ 3 3 >I I _ I „ „ „ „ „ „ — ADDED 1 PB187 THRU 1 PB200 L TYPE R TYPE F „ „ ----TYPE s POST I - BEAM TYPE H OVED 1 PB183 AND TYPE J v TYPE TYPE G TYPE "r 1 PB184 TO S9 . 16 SCHEDULE l 1 .o I 6 STIRRUP SPACING 0.25L1 0.25L1 I SEE SCHEDULE L SPACE STIRRUPS 4 I FROM THIS END GR TER OF 24DIA ONLY OR .25L1 R 0.25L2 Ll L2 L1 "2" (END SPAN ) TWE (CANTILEVER) 01 TYPE L2 L1 (CANTILEVER) END BAY INTERIOR BAY S9m17 i { i . D 0 ` c sp BEAM SCHEDULE - - 49` i4 BEAM SCHEDULE i . m BEAM SCHEDULE i 1 0 0 STIRRUPS REINFORCING STEEL STIRRUPS REINFORCING STEEL a g REINFORCING STEEL STIRRUPS ARK W X D ARK Q REMARKS � .® MARK D REMARKS 0. SIZE TYPE SPACING (EACH END) SIZE E N0. SIZE TYPE SPACING (EACH END) . . SIZE E REMARKS N . SIZE TYPE SPACING (EACH END) N0. .SIZE TYPE � �� 1131 16x24 3 7 P 1 /2 EA. END 1 39 R@10 1 16x24 6 # 5 S 1 /2 E . END #4 D 1@3t R@10 3 # 7 Q �. 4 # 6 C 6 # 5 T 1 /2 E . END S FACE BARS, 1 /2 EA. FACE, 2 '. 4 # 5 S FACE BARS, 1 /2 E . FACE, 1 /2 E . END R 1 /2 EAO END 1132 18x59 4 # 9 F #4 D 1 12x24 5 1@39 1 s 9 IN 18 4 4 1 FACE S, 1 /2 EA. FACE 4 , 1 /2 EA. C 1 1 x F 1 , G 1 1 1 4 7 a 18x24 / / C 4 / . END u 4 S, 1 /2 . , 1@39 1 / 1 1 x24 1 / . END 1 /2 E . END 5 8 I c z 6 T 1 /2 EA, END 1 / RS 1 2 E . FACE, S FACE f 4 BARS, / 18x24 3 7 F C 1 3 , 10 1 /2 E . END 6 Lonna E 7 G i a 5 18x24 3 7 D 1 3 10 4 5 BEND BETWEEN BEAM 4 f 4 5 AND B8 OWNEMYDEVEMPER D BETWEEN . BEAM VAILRESORTS B5 88 1 2 # 6 N DEVELOPMENT . FACE BARS, 1 /2 FACE COMPANY , c 1 1 1 1 /2 EA. END / DESIGN ARCHYIECI! T 1 /2 . END 5 FACE BARS, 1 /2 EA, FACE, . 2 1 /2 END 4 F 4 1@32 f 40 Denver, Cokwado 1 1x 4 G 4 6 G FACE BARS 1 /2 EA* G c. 2 f / # OKLAHOMA CITY,, OKLAHOMA ENGINEER CIVIL R 4 D 1 3 RCS 10 ALPINE G G c. 7 R 18x24 3 # B 8 ` co 3 # 6 LAMSCAM 4 6 N FACE BARS 1 /2 EA. FACE ` 2 , / S $ GROUP # , 4 D 1 3 R 10 u G EA. END f 16x24 6 5 < S 12 , # / INC 3 # 7 C HOUSTONTEXAS 4 5 , T 12 E END # / AMCHANICAL FACE EA. FACE 5 S f GENGRiEM BARS, PLUMBIN / 1 /2 EA. END AM CONSULTANTS INC DENVIM c MnMORDESIGN 3 1 1 1x2 5 S 1 /2 E C 1@3t 3 C T _ 1 /2 COLORADO 1 4 ' C 1 3 1 4 . 1311 16x24 S 1 /2 . END f 7 C ISSUE REVISION DATE 4 6 6 T 1 /2 EA. END / 1 3 R 10 S 1 2 EA. END 4 D , B12 16x18 6 # 5 / # 3 # 6 C 4 5 T 1 /2 EA.# / RFI 203 S VI E WED Y 60 A DI g K r STIRRUP 2 4S � " SUPPORT BARS A.C.I. STAND 'D. TYPE "ST" ' AS HOOK U.N.O.) GREATER F .33L1 G OF .33L2 A.C.I. STANDARD A.C.I. STANDARD O 0.3312 O 0.33L3 HOOK (U.N.O.) I 04/09/08 HOOK (U.N.O.) 0.2 L1 3 310 / / 3" 3" 10" 10" &4013 E "U" E " " E "B" TYPE "K" I I I I I I I 11/17/ E "N" TYPE In E "E" TYPE "D" TYPE "C" E " " " 0.75L1 0. 2 L1 6" 6 6" 3 0.25L2 "lo a or STIRRUP SPACING L1 L L2 SEE SCHEDULE C R ( ) GREATER OF 24DIA OR 0.25L1 OR 0.25L2 L1 L2 6 L3 END Y INTERIOR BAY INTERIOR BAY A.C.I. STANDARD A.C.I. STANDARD GREATER OF 0.33L1 A.C.I. STANDARD KEYPUN HOOK (U.N.O.) OR 0.33L2 HOOK (U.N.O.) PROJECT HOOK (U.N.O.) EQ. 60 DIA. EQ. 3• .33L2 3" 3 TYPE "S" L.TYPE "R" TYPE "F" TYPE "H" E SCHEDULE I I I I �E "G, TYPE "J" TYPE "T" `t" TYPE wMa Y 1 FORMERLY SHT STIRRUP SPACING 6 " 0.25L1 0.25L1 SEE SCHEDULE . 15/ . 17 SPACE STIRRUPS FROM THIS END GR TER OF 24DIA OR .25L1 R 0.25L2 4 I :E ONLY L1 � L1 L1 � INTERIOR BAY (CANTILEVER) END BAY _ 5:T::, i