14.2 - 1301 Shoal Creek Blvd - House Park - Drawings (1) — original pdf

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. C N I , N O S T R E B O R L L E N N O C O 3 2 0 2 © ' M P 3 5 : 9 2 : 2 1 5 2 0 2 / 1 2 / 1 t v r . H C R A _ 1 e s a h P I - k r a P e s u o H D S A _ 2 2 _ 0 0 . 3 3 0 2 / 1 e s a h P - s t n e m e v o r p m I i t m u d a S k r a P e s u o H D S A I / / : s c o D k s e d o t u A DRAWING INDEX DRAWING INDEX DRAWING INDEX ARCHITECTURAL A7.4 DOOR AND FRAME TYPES Copy 1 GENERAL G1.0 G1.1 G1.2 G2.1 LIFE SAFETY LS1.1 LS1.2 COVER SHEET DRAWING INDEX AND SYMBOLS 3D VIEWS - OVERALL ADULT TAS ACCESSIBILITY CODE INFORMATION LIFE SAFETY INFORMATION CIVIL C01 C02 C03 C04 C05 C06 C07 C08 C09 C10 C11 C12 C13 C14 C15 C16 C17 C18 C19 C20 C21 COVER SHEET GENERAL NOTES AUSTIN WATER INFO & CONSTRUCTION NOTES PLAT EXISTING CONDITIONS & DEMO PLAN EROSION & SEDIMENTATION CONTROL PLAN OVERALL SITE PLAN DETAILED SITE PLAN FIRE PROTECTION PLAN GRADING AND DRAINAGE PLAN ENLARGED GRADING PLAN EXISTING DRAINAGE AREA MAP PROPOSED DRAINAGE AREA MAP UTILITY PLAN EROSION CONTROL DETAILS (1 OF 2) EROSION CONTROL DETAILS (2 OF 2) SITE & DRAINAGE DETAILS (1 OF 2) SITE & DRAINAGE DETAILS (2 OF 2) WATER & WASTEWATER DETAILS (1 OF 2) WATER & WASTEWATER DETAILS (2 OF 2) EXTERIOR ELEVATIONS LANDSCAPING L1.0 L2.0 LANDSCAPE PLAN LANDSCAPE DETAILS STRUCTURAL S0.00 S0.01 S0.02 S0.03 S0.04 S1.00 S1.01 S1.02 S1.03 S1.04 S1.05 S1.10 S2.00 S2.01 S2.10 S2.11 3 STRUCTURAL NOTES STRUCTURAL NOTES STRUCTURAL NOTES CONCRETE REPAIR STRUCTURAL NOTES SPECIAL INSPECTIONS OVERALL SCOPE PLAN FOUNDATION PLAN EQUIPMENT PLATFORM FRAMING PLAN FIRST FLOOR FRAMING PLAN SECOND FLOOR FRAMING PLAN ROOF FRAMING PLAN CONCRETE RAMP PLANS AND DETAILS EAST GRANDSTAND REPAIR PLANS WEST GRANDSTAND REPAIR PLANS CONCRETE REPAIR DETAILS CONCRETE REPAIR DETAILS S2.12 S2.13 S3.00 S3.01 S3.02 S3.03 S4.00 S4.01 S5.00 S5.01 S5.02 S5.10 S5.11 S5.12 S5.13 S5.20 S5.21 S5.23 S5.24 S5.30 S5.31 S6.00 S6.01 S6.02 TYPICAL CONCRETE REPAIR PHOTOS SCOREBOARD REPAIR PLAN AND PHOTOS TYPICAL CONCRETE DETAILS TYPICAL FOUNDATION DETAILS SITE RETAINING WALL DETAILS ELEVATOR PIT DETAILS TYPICAL CMU DETAILS TYPICAL CMU DETAILS BASE PLATE DETAILS TYPICAL STEEL CONNECTIONS TYPICAL STEEL CONNECTIONS TYPICAL COMPOSITE STEEL DETAILS TYPICAL COMPOSITE STEEL DETAILS FLOOR FRAMING DETAILS FLOOR FRAMING DETAILS TYPICAL STEEL ROOF DETAILS TYPICAL STEEL ROOF DETAILS ROOF FRAMING DETAILS STAIR FRAMING DETAILS STAIR FRAMING ELEVATIONS STAIR FRAMING DETAILS TYPICAL BRACED FRAME DETAILS BRACE FRAME ELEVATIONS BRACE FRAME ELEVATIONS ARCHITECTURAL A0.1 A0.2 A1.1 A1.2 A1.3 A2.1 A3.0 A3.1 A3.2 A3.3 A3.4 A4.1 A4.2 A4.3 A4.4 A4.5 A4.6 A4.7 A4.8 A6.1 A6.2 A6.3 A6.4 A6.5 A6.6 A6.7 A6.8 A6.9 A6.10 A6.11 A6.12 ARCHITECTURAL NOTES, SYMBOLS AND ABBREVIATIONS TYPICAL SPACE LAYOUTS WITH ACCESSORIES AND EQUIPMENT ARCHITECTURAL SITE PLAN ENLARGED ARCHITECTURAL SITE DEMO PLAN ENLARGED ARCHITECTURAL SITE PLAN DEMOLITION PLAN FLOOR PLAN FLOOR PLAN FLOOR PLAN FLOOR PLAN ROOF PLAN EXTERIOR ELEVATIONS EXTERIOR ELEVATIONS EXTERIOR ELEVATIONS MOCKUPS BUILDING SECTIONS BUILDING SECTIONS BUILDING SECTIONS BUILDING SECTIONS BUILDING SECTIONS EXTERIOR DETAILS EXTERIOR DETAILS EXTERIOR DETAILS EXTERIOR DETAILS EXTERIOR DETAILS EXTERIOR DETAILS EXTERIOR DETAILS EXTERIOR DETAILS EXTERIOR DETAILS EXTERIOR DETAILS EXTERIOR DETAILS EXTERIOR DETAILS A7.1 A7.2 A7.3 A8.1 A8.2 A8.3 A8.4 A8.5 A8.6 A8.7 A8.8 A9.1 A10.0 A10.1 A11.1 A12.1 PARTITION TYPES PARTITION DETAILS DOOR AND FRAME TYPES TYPICAL STAIR DETAILS TYPICAL STAIR DETAILS RAILING TYPES STAIR PLANS AND SECTIONS STAIR PLANS AND SECTIONS STAIR PLANS AND SECTIONS ELEVATOR PLANS AND SECTIONS INTERIOR FRAME DETAILS REFLECTED CEILING PLAN FINISHES, TRANSITIONS & PATTERNS ROOM FINISH PLAN INTERIOR ELEVATIONS CASEWORK SECTIONS FIRE PROTECTION FP1.1 FP3.1 FP3.2 FP3.3 FP3.4 FIRE PROTECTION NOTES, SYMBOLS AND ABBREVIATIONS FIRE PROTECTION FLOOR PLAN - SAFE ACCESS LEVEL FIRE PROTECTION PLAN - MEZZANINE FIRE PROTECTION PLAN - FIRST FLOOR FIRE PROTECTION PLAN - SECOND FLOOR PLUMBING P1.1 P3.1 P3.3 P3.4 P3.5 P5.1 P6.1 P7.1 MECHANICAL M1.1 M3.1 M3.2 M3.3 M3.4 M4.2 M4.3 M4.4 M7.1 M7.2 M8.1 M9.1 ELECTRICAL E1.1 E2.1 E3.0 E3.2 E3.3 E3.4 E4.1 PLUMBING NOTES, SYMBOLS AND ABBREVIATIONS PLUMBING UNDERFLOOR PLAN - SAFE ACCESS LEVEL PLUMBING PLAN - EQUIPMENT PLATFORM PLUMBING PLAN - FIRST FLOOR PLUMBING PLAN - SECOND FLOOR PLUMBING RISER DIAGRAMS PLUMBING SCHEDULES PLUMBING DETAILS 3 3 MECHANICAL NOTES, SYMBOLS AND ABBREVIATIONS MECHANICAL PLAN - SAFE ACCESS LEVEL MECHANICAL PLAN - EQUIPMENT PLATFORM MECHANICAL PLAN - FIRST FLOOR MECHANICAL PLAN - SECOND FLOOR MECHANICAL PIPING PLAN - EQUIPMENT PLATFORM MECHANICAL PIPING PLAN - FIRST FLOOR MECHANICAL PIPING PLAN - SECOND FLOOR MECHANICAL CONTROLS MECHANICAL CONTROLS MECHANICAL SCHEDULES MECHANICAL DETAILS 3 ELECTRICAL NOTES, SYMBOLS AND ABBREVIATIONS ELECTRICAL DEMOLITION PLAN ELECTRICAL SITE PLAN ELECTRICAL FLOOR PLAN - MEZZANINE ELECTRICAL FLOOR PLAN - FIRST FLOOR ELECTRICAL FLOOR PLAN - SECOND FLOOR LIGHTING PLAN - SAFE ACCESS LEVEL DRAWING INDEX LIGHTING PLAN - MEZZANINE LIGHTING PLAN - FIRST FLOOR LIGHTING PLAN - SECOND FLOOR LIGHTING SECTIONS SPECIAL SYSTEM PLAN - SAFE ACCESS LEVEL SPECIAL SYSTEM PLAN - FIRST FLOOR SPECIAL SYSTEM PLAN - SECOND FLOOR ONE-LINE, ELECTRICAL AND LIGHTING SCHEDULES ELECTRICAL SCHEDULES ELECTRICAL DETAILS ELECTRICAL DETAILS E4.2 E4.3 E4.4 E4.5 E5.1 E5.3 E5.4 E8.1 E8.2 E9.1 E9.2 TECHNOLOGY T0.0 T1.1 T2.1 T3.0 T3.1 T3.2 T3.3 T4.0 T5.0 T5.1 T5.2 T6.0 T6.1 T6.2 T6.3 T6.4 T7.0 T7.1 TECHNOLOGY - INDEX SHEET TECHNOLOGY - SITE PLAN TECHNOLOGY - DEMOLITION PLAN TECHNOLOGY - FLOOR PLAN TECHNOLOGY - FLOOR PLAN TECHNOLOGY - FLOOR PLAN TECHNOLOGY - FLOOR PLAN TECHNOLOGY - ENLARGEMENTS TECHNOLOGY - DETAILS TECHNOLOGY - DETAILS TECHNOLOGY - DETAILS TECHNOLOGY - SECURITY DETAILS TECHNOLOGY - SECURITY DETAILS TECHNOLOGY - SECURITY DETAILS TECHNOLOGY - SECURITY DETAILS TECHNOLOGY - SECURITY DETAILS TECHNOLOGY - AV DETAILS TECHNOLOGY - AV DETAILS 534' - 0" 574' - 4 1/4" 572' - 6 5/8" 536' - 0 1/4" ENFIELD ROAD CAPITOL VIEW CORRIDOR HOUSE PARK STADIUM HOUSE PARK STADIUM 653' - 0" E V T A S E W W 15TH ST E N FIE L D R D D R R O S D WIN W 10TH ST N L A M A R B L V D Y A W K R A P P A R K W A Y W 15TH ST F.H. PROPERTY LINE A.I.S.D. UP UPUP G 1 0 2 0 3 0 4 0 5 0 4 0 3 0 2 0 1 0 G G 0 1 0 2 0 3 0 4 0 5 0 4 0 3 0 2 0 1 UP G UP F.H. S H O A L A.I.S.D. D V L R B A M A N L C R E E K B L V D F.H. ACC E V T A S E W C.O.A. ACC W 10TH ST E V T A S E W W 11TH ST TRAVIS COUNTY MAP PROJECT LOCATION VICINITY MAP GENERAL PROJECT NOTES 1. GENERAL NOTES APPLY TO ALL SHEETS. 2. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, TOOLS, EQUIPMENT, AND RELATED ITEMS REQUIRED TO COMPLETE THE DEMOLITION WORK AS INDICATED BY THE CONTRACT DOCUMENTS. 3. CONTRACTOR TO VERIFY ALL DIMENSIONS. 4. CONTRACTOR SHALL COORDINATE ALL ACTIVITIES TO MINIMIZE DISRUPTIONS TO ON-GOING OPERATIONS AND ACTIVITIES WITH AUSTIN ISD, CITY OF AUSTIN, & AUSTIN COMMUNITY COLLEGE FACILITIES. CONTRACTOR SHALL MAINTAIN SECURITY OF SITE AT ALL TIMES AND ENSURE THERE ARE NO UNAUTHORIZED ACCESS. 5. ALL ACCESSIBLE ROUTES (OTHER THAN RAMPS) SHALL NOT EXCEED A SLOPE OF 1:20, AND CROSS SLOPES SHALL NOT EXCEED A SLOPE OF 1:50 6. THE DRAWINGS INDICATE BUILDING CONDITIONS PER EXISTING DRAWINGS AND ACTUAL PROJECT INVESTIGATION. THE CONTRACTOR SHALL ANTICIPATE POSSIBLE SLIGHT DEVIATION FROM THESE DRAWINGS. REFER TO ARCHITECTURAL & MEP DRAWINGS AND DETAILS FOR EXTENT OF DEMOLITION. 7. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK, USING HIS BEST SKILL AND ATTENTION. HE SHALL BE SOLELY RESPONSIBLE FOR ALL MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT. 8. INSTALL TEMPORARY DUST PARTITIONS WITH DOORS FOR CONSTRUCTION ACCESS AROUND AREAS OF WORK SO THAT OPERATIONS IN EXISTING ADJACENT AREAS REMAIN DUST FREE AND ACCESSIBLE TO BUILDING OCCUPANTS. MAINTAIN IN PLACE UNTIL COMPLETION OF CONSTRUCTION. 9. REMOVE ALL BUILDING PARTS AND/OR OTHER ITEMS TO ALLOW FOR THE INSTALLATION AND CONNECTION OF NEW WORK, COORDINATE THE WORK WITH THE HVAC, PLUMBING AND ELECTRICAL DEMOLITION DRAWINGS. 10. REMOVAL OF THE BUILDING PARTS SHALL BE PERFORMED IN A SAFE, ORDERLY AND CAREFUL MANNER, WITH THE CONSIDERATION AT ALL TIMES FOR THE SAFETY AND WELFARE OF THE OWNER, BLDG. OCCUPANTS, & PERSONNEL OF THE CONTRACTOR AND/OR SUBCONTRACTOR. 11. MAINTAIN THE UTILITIES TO OCCUPIED SPACES AT ALL TIMES. COORDINATE ANY UTILITY DOWNTIMES W/ OWNER. PROVIDE 72 HOUR ADVANCE NOTICE TO THE OWNER OF INTENDED UTILITY SHUT DOWN AND/OR DISRUPTION. 12. ANY QUESTIONS CONCERNING OWNERSHIP OF SALVAGEABLE MATERIAL SHALL BE ANSWERED BY THE OWNER, OR OWNER'S REPRESENTATIVE. ALL ITEMS OTHER THAN FINISH MATERIALS TO BE REMOVED AS PART OF THIS CONTRACT ARE INDICATED WITH DASHED LINES ON DEMOLITION SHEETS. DISPOSE OF THESE MATERIALS AND ITEMS AFTER CHECKING WITH OWNER FOR ITEMS TO BE SALVAGED. SALVAGE ANY ITEMS REQUIRED TO COMPLETE NEW WORK. 13. PROTECT EXISTING VEGETATION, INCLUDING EXISTING TREES DURING CONSTRUCTION. REVEGETATE DAMAGED AREAS ADJACENT TO NEW CONSTRUCTION; CONTRACTOR SHALL MAINTAIN VEGETATED AREAS FOR 3 WEEKS AFTER INITIAL PLANTING 14. REFER TO MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR OTHER WORK. 15. ELECTRICAL AND MECHANICAL INSTALLATIONS MAY REQUIRE WORK ABOVE EXISTING CEILINGS BOTH IN THE AREA OF WORK AND IN ADJACENT AREAS (POSSIBLY ON OTHER FLOORS). REMOVE AND REINSTALL (OR REPLACE) CEILING TILES AND GRID AS REQUIRED. REMOVE GYPSUM BOARD AT WALLS AND CEILINGS AND REPLACE AS REQUIRED. 16. UNLESS NOTED OTHERWISE, ALL EXISTING ELECTRICAL OUTLETS & FIXTURES IN REMODELED AREAS ARE TO BE REMOVED & RETURNED TO OWNER. SEE ELECTRICAL SHEETS FOR DEVICES & CIRCUITS TO BE REUSED. 17. ALL ITEMS AND ASSOCIATED CONNECTIONS ARE TO BE REMOVED AND TERMINATED AT DESIGNATED POINTS. SERVICE CONNECTIONS SHALL BE SAFELY REMOVED, CAPPED OR PLUGGED IN CONFORMITY WITH LOCAL LAWS AND ORDINANCES, REQUIREMENTS OF PUBLIC UTILITY COMPANIES, AND OF THE NATIONAL BOARD OF FIRE UNDERWRITERS, AND IN SUCH MANNER AS NOT TO INTERFERE WITH THE USE OF THE OCCUPIED SPACES IN THE BUILDING. 18. IF A CONDUIT OR UTILITY LINE IS CUT WHILE SLEEVING OR CUTTING THE SLAB OR REMOVING A PARTITION, THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING IT IMMEDIATELY. 19. SEAL ALL PENETRATIONS, NEW AND EXISTING, ABOVE CEILINGS AT RATED FIRE WALLS IN AREAS OF WORK. 20. CONTRACTOR TO ENSURE SURFACE OF ATHLETIC FIELD IS NOT DAMAGED DURING CONSTRUCTION. 21. CONTRACTOR SHALL ALLOW USE OF FIELD AND GRANDSTANDS FOR SOCCER SEASON. SEE SPECIFICATIONS FOR MORE INFORMATION. 22. SEE SPECIFICATIONS FOR WORK SCHEDULE REQUIREMENTS. 23. CONTRACTOR SHALL PROVIDE ACCESS TO AUSTIN RECREATIONAL CENTER AND OTHER COA FACILITIES, ACC PARKING GARAGE, AND ON-SITE COMMUNICATION TOWER AT ALL TIMES. . C N I , N O S T R E B O R L L E N N O C O 3 2 0 2 © ' 3 7 5 1 . 7 8 4 . 3 1 7 : f 3 8 5 1 7 8 4 3 1 7 . . : p 2 0 0 7 7 s a x e T , n o t s u o H , 0 0 3 1 e t i u S , m a l i M 0 0 7 3 5 4 6 . 4 2 2 . 0 1 2 : f 2 3 0 6 4 2 2 0 1 2 . . : p 9 0 2 8 7 s a x e T , i o n o t n A n a S , 0 0 3 e t i u S , y a w d a o r B 0 4 0 4 1 4 4 7 . 8 7 4 . 2 1 5 : f 6 8 2 7 8 7 4 2 1 5 . . : p 4 0 7 8 7 s a x e T , n i t s u A , 0 0 9 e t i u S , d a o R s g n i r p S n o t r a B 1 1 8 n i t s u A n o t s u o H i o n o t n A n a S S T N E M E V O R P M I I M U D A T S K R A P E S U O H 1 0 7 8 7 , X T , N I T S U A , D V L B K E E R C L A O H S 1 0 3 1 K P E S H 4 3 0 0 - 1 2 . D . S . I N I T S U A Revisions: DATE NO. DESCRIPTION 06/19/24 ADDENDUM 1 BP REVISION 01 01/21/24 1 3 05/10/2024 Project No. 2033.00 CONTRACT DOCUMENTS DRAWING INDEX AND SYMBOLS G1.1 01/21/2025BUILDING CODE ANALYSIS Austin Independent School District 2033.00 House Park Improvement Phase 1 1301 Shoal Creek Blvd., Austin, TX 78701 City of Austin OWNER: OR PROJECT NUMBER: PROJECT: LOCATION: JURISDICTION: APPLICABLE CODES: 3 2021 International Building Code and Local Amendment 2023 National Electrical Code and Local Amendment 2021 Uniform Plumbing Code and Local Amendment 2021 Uniform Mechanical Code and Local Amendment 2021 International Fire Code and Local Amendment 2021 Flood Hazard Areas (Chapter 25-12, Article 3) 2021 International Energy Conservation Code and Local Amendment 2012 Texas Accessibilities Standards 2021 International Existing Building Code and Local Amendment BUILDING INFORMATION Number of Stories Building Height Gross Building Square Footage 3 Story 56'-7" 5,358 INTERNATIONAL BUILDING CODE CHAPTER 3: Use & Occupancy Classification CHAPTER 5: General Building Heights and Areas Type IIB Group A-5 Height - Unlimited, 75 feet Area - Unlimited Height & Story Modification Building is fully-sprinklered CHAPTER 6: Types of Construction Fire Resistance Rating Requirements Type IIB Primary Strucutral Frame 0 Bearing Walls (exterior) 0 Nonbearing Walls and Partitions (exterior) 0 Nonbearing Walls and Partitions (interior) 0 Floor Description 0 Roof Description 0 CHAPTER 7: Fire and Smoke Protection Systems Bearing Walls (interior) 0 CODE CHAPTER DESCRIPTION Section Assembly Group A-5 (press-box) 303.6 Maximum Area of Exterior Wall Openings Two of more buildings on the same lot are considered as portions of one building if the aggregate 705.3 area of such buldings is within the limits sepcified in Chapter 5 for a single building. Where the buildings contain different occupancy groups or are of different types of construction, the area shall be that allowed for the most restrictive occupancy or construction. Shaft Enclosures 1 hour Fire Barriers connecting < 4 stories; sprinkler negates need for enclosed Elevator Lobby 708.14.1.4 Exterior Walls < 10 feet, match fire rating from Table 601 & 602 on both sides; >10 feet, match fire rating from Exit Enclosures 1 hour connecting < 4 stories Exit Passageway 1 hour Table 601 & 602 rated on interior side Fire Partitions Corridor Walls 0 hour (not required with sprinkler system) Opening protectives Fire Walls and Barriers rated > 1 hour: 2 hour = 1 1/2" hour door; 3 hour = 3 hour door Fire Barriers rated 1 hour: shaft and exit enclosure = 1 hour opening other 1 hr Fire Barriers = 3/4 hour opening Fire Partitions rated 1 hour: Corridor walls = 20 minutes others = 3/4 hours Exterior Walls 2 hour = 1 1/2 hour opening protectives 1 hour = 3/4 hour opening protectives Fire Protection Rated Glazing hour Fire Window Assemblies Fire Walls = NP, Fire Barriers > 1 hour, Fire Barriers 1 hour = 3/4 hour, Fire Partitions 1 hour = 3/4 CODE CHAPTER DESCRIPTION Section CHAPTER 8: Interior Finishes Interior Wall and Ceiling Finish Requirements Based on A5 Occupancy Exit Enclosures & Passageways - Class B (FS 26-75 / SD 0-450) T 803.13 Corridors - Class B (FS 26-75 / SD 0-450) Rooms and Enclosed Spaces - Class C (FS 76-100 / SD 0-450) CHAPTER 9: Fire Protection Systems Automatic Sprinkler Systems Building shall be equipped with an Automatic Sprinkler System throughout 903.2.2 Standpipes Class III wet Standpipe Systems shall be provided at Stage only with a 1 1/2" hose connection 905.3.4 Fire Extinguishers Group A Max Floor Area served 11,250 with 75 ft max travel distance Fire Extenguishers Light / Low Hazard Oxcupancy: Max Floor Area served 11,250 with 75 travel distance Fire Alarm Systems Group A with Occupant Notification System Required if Occupants > 300 Special Locking Systems Where special locking systems are installed on means of egress doors in accordinace with 907.3.2 Sections 1010.1.9.6 or 1010.1.9.7, an automatic tetection system shall be installed as required by that section CHAPTER 10: Means of Egress Max. Floor Area Allowances per Occupant Assembly without Fixed Seats unconcentrated (tables & chairs) = 15 net Storage Area, Mechanical Equipment Room 300 gross Kitchen 200 gross Egress Width .15 per occ / .2 per occ for stairs* (fully sprinklered building w/ EVAC exception allowed by AHJ) Accessible Means of Egress 2 Accessible Means of Egress Required Common Path of Travel fully sprinklered: 75 feet at A occupancy Exit Access Travel Distance fully sprinklered: 250 feet max at A occupancy Corridor Fire Resistance Rating Not Required (fully sprinklered building) Mnimum Number of Exits minimum of 2 Dead End Corridors 20 ft at A (fully sprinklered building) CODE CHAPTER DESCRIPTION CHAPTER 29: Plumbing Systems - T 2902.1 Minimum Required Plumbing Facilities: Group A-5 Occupancy in Team & Scout Rooms counted as male occupants Required: Formula: Men's Water Closets Women's Water Closets Men's Lavatories Women's Lavatories Drinking Fountains Service Sink 2 2 1 1 1 1 Urinals no more than 67% of required water closets 1 Per 75 for first 1500 1 Per 40 for first 1520 1 Per 200 1 per 150 1 Per 1000 1 T 504.3 & 504.4 T 506.2 504.3 T 601 1022.1 1023.3 705.5 709 1018.1 T 715.4 T 715.4 T 715.4 T 715.4 T 715.4 T 715.4 T 715.4 T 715.4 T 715.5 906.1.6 T 906.3(1) T 906.3.1 907.2.1 T 1004.5 1005.1 1009 1016.2.1 T 1017.2 T 1020.2 1006 1020.5 Occupants: 182 112 70 112 70 182 . C N I , N O S T R E B O R L L E N N O C O 3 2 0 2 © ' M A 4 3 : 8 1 : 0 1 5 2 0 2 / 1 2 / 1 t v r . I H C R A _ 1 e s a h P - k r a P e s u o H D S A _ 2 2 _ 0 0 . 3 3 0 2 / 1 e s a h P - s t n e m e v o r p m I i m u d a t S k r a P e s u o H D S A I / / : s c o D k s e d o t u A . C N I , N O S T R E B O R L L E N N O C O 3 2 0 2 © ' 3 7 5 1 . 7 8 4 . 3 1 7 : f 3 8 5 1 7 8 4 3 1 7 . . : p 2 0 0 7 7 s a x e T , n o t s u o H , 0 0 3 1 e t i u S , m a l i M 0 0 7 3 5 4 6 . 4 2 2 . 0 1 2 : f 2 3 0 6 4 2 2 0 1 2 . . : p 9 0 2 8 7 s a x e T , i o n o t n A n a S , 0 0 3 e t i u S , y a w d a o r B 0 4 0 4 1 4 4 7 . 8 7 4 . 2 1 5 : f 6 8 2 7 8 7 4 2 1 5 . . : p 4 0 7 8 7 s a x e T , n i t s u A , 0 0 9 e t i u S , d a o R s g n i r p S n o t r a B 1 1 8 n i t s u A n o t s u o H i o n o t n A n a S S T N E M E V O R P M I I M U D A T S K R A P E S U O H 1 0 7 8 7 , X T , N I T S U A , D V L B K E E R C L A O H S 1 0 3 1 K P E S H 4 3 0 0 - 1 2 . D . S . I N I T S U A NO. DESCRIPTION 3 BP REVISION 01 01/21/24 Revisions: DATE 05/10/2024 Project No. 2033.00 CONTRACT DOCUMENTS CODE INFORMATION LS1.1 01/21/2025S1 SA SB SC . C N I , N O S T R E B O R L L E N N O C O 3 2 0 2 © ' M A 6 3 : 8 1 : 0 1 5 2 0 2 / 1 2 / 1 t v r . I H C R A _ 1 e s a h P - k r a P e s u o H D S A _ 2 2 _ 0 0 . 3 3 0 2 / 1 e s a h P - s t n e m e v o r p m I i m u d a t S k r a P e s u o H D S A I / / : s c o D k s e d o t u A 3 3.2 4 5 B F 1 FIRE RISER F1 ELEVATOR E1 STAIR S1 1FB 1FB SAFE ACCESS LEVEL PLAN 3 SCALE: 1/4" = 1'-0" A B 3 CATERING 202 201 SF 2 OCC B F 1 B F 1 B F 1 B F 1 S2 S2 W R 2 3 " 0 - ' 0 1 LS1.2 4 3 44 100.2 W R 2 " 0 - ' 0 1 LS1.2 4 1 2 3 3.2 4 5 6 7 45 200.2 MECH/ELEC 208 114 SF 1 OCC MDF 209 77 SF 1 OCC RESTROOM 210 67 SF RESTROOM 211 66 SF B F 1 46 200.1 B F 1 PATIO 212 90 SF 6 OCC 1FB DOOR EXIT STAIR EXIT HORIZONTAL EXIT CORRIDOR 200 359 SF " 6 - ' 3 2 46' - 6" 1 8 ' - 2 3 / 8 " 0'- 9 1/4 " 5 40' - 6" MULTI USE 201 615 SF 41 OCC COLUMN TO HAVE 1HR RATED INTUMESCENT FIREPROOFING TEAM 207 160 SF 11 OCC SCOREBOARD PRODUCTION 206 136 SF 10 OCC SCOREBOARD OPERATORS 205 107 SF 8 OCC TEAM 204 163 SF 11 OCC S1 SA SECOND FLOOR LIFE SAFETY PLAN 2 SCALE: 1/4" = 1'-0" SB SC 1 2 3 3.2 4 5 6 7 MECH/ELEC 108 166 SF 1 OCC B F 1 43 100.1 RESTROOM 110 67 SF RESTROOM 111 66 SF JANITOR 109 25 SF 1 OCC " 0 - ' 9 3 CORRIDOR 100 437 SF FEC " 6 - ' 0 2 1FB FILM DECK 103 104 SF 7 OCC SCOUT 107 119 SF 8 OCC PRESS 106 153 SF 11 OCC BROADCASTING 105 122 SF 9 OCC ANNOUNCER/SPOTTER 104 122 SF 9 OCC BROADCASTING 102 121 SF 9 OCC VIEWING 101 454 SF 31 OCC EXIT CAPACITY CALCULATIONS TYPE MARK 100.2 100.1 200.2 200.1 DOOR DOOR DOOR DOOR CLEAR WIDTH 2' - 8" 2' - 8" 2' - 8" 2' - 8" LOAD 44 43 45 46 0.15 0.15 0.15 0.15 213 213 213 213 Yes Yes Yes Yes FACTO R CAPACI TY IN TOTAL TOTAL LOAD TOTAL CAPACITY 213 213 213 213 852 A B C D NO OPENINGS WITHIN 10'-0" OF STAIR ROOF 531' - 0" < 10'-0" TO EDGE OF WALL 10'-0" 44 43 45 46 178 " 0 - ' 0 1 B F 1 STORAGE 112 92 SF 1 OCC 1FB 36' - 6" 2 HOUR RATED WALL SECOND FLOOR F.F. 518' - 0" FIRST FLOOR F.F. 505' - 0" EQUIPMENT PLATFORM 493' - 0" WEST EXTERIOR ELEVATION 43 SCALE: 1" = 10'-0" COLUMN TO HAVE 1HR RATED INTUMESCENT FIREPROOFING FIRST FLOOR LIFE SAFETY PLAN 1 SCALE: 1/4" = 1'-0" GENERAL LIFE SAFETY NOTES 1. LIFE SAFETY PLANS ARE MEANT TO BE VIEWED AND PRINTED IN COLOR. 2. REFERENCE A3 SERIES ARCHITECTURAL SHEETS FOR FIRE EXTINGUISHER LOCATIONS. LIFE SAFETY LEGEND X X X X OCCUPANT LOAD SERVED EXIT MARK. REFER TO SCHEDULE TRAVEL DISTANCE TO EXIT 97' - 6" COMMON PATH OF TRAVEL TO EXIT 17' - 6" CIRCLE INDICATES INCLUDED IN TOTAL KB KNOX BOX. MOUNTED AT 4'-0" TO HIGHEST OPERABLE PART FEC FIRE EXTINGUISHER CABINET FE FIRE EXTINGUISHER LIFE SAFETY LINETYPES 1FB 2RW 3 FIRE/SMOKE BARRIERS 1 HOUR FIRE BARRIER RATED WALLS 2 HOURS TREAT PRIMARY STRUCTURAL FRAME, FLOOR CONSTRUCTION AND ASSOCIATED SECONDARY STRUCTURAL MEMBERS IN THIS AREA WITH 1HR RATED SPRAYED FIRE-RESISTIVE MATERIAL. SECOND FLOOR COLUMNS ARE NOT REQUIRED TO BE PROTECED. TREAT STRUCTURAL FRAME AND DECK ABOVE WITH 1HR RATED SPRAYED FIRE- RESISTIVE MATERIAL. 3 . C N I , N O S T R E B O R L L E N N O C O 3 2 0 2 © ' 3 7 5 1 . 7 8 4 . 3 1 7 : f 3 8 5 1 7 8 4 3 1 7 . . : p 2 0 0 7 7 s a x e T , n o t s u o H , 0 0 3 1 e t i u S , m a l i M 0 0 7 3 5 4 6 . 4 2 2 . 0 1 2 : f 2 3 0 6 4 2 2 0 1 2 . . : p 9 0 2 8 7 s a x e T , i o n o t n A n a S , 0 0 3 e t i u S , y a w d a o r B 0 4 0 4 1 4 4 7 . 8 7 4 . 2 1 5 : f 6 8 2 7 8 7 4 2 1 5 . . : p 4 0 7 8 7 s a x e T , n i t s u A , 0 0 9 e t i u S , d a o R s g n i r p S n o t r a B 1 1 8 n i t s u A n o t s u o H i o n o t n A n a S S T N E M E V O R P M I I M U D A T S K R A P E S U O H 1 0 7 8 7 , X T , N I T S U A , D V L B K E E R C L A O H S 1 0 3 1 K P E S H 4 3 0 0 - 1 2 . D . S . I N I T S U A Revisions: DATE NO. DESCRIPTION 12/02/24 ADDENDUM 2 BP REVISION 01 01/21/24 2 3 05/10/2024 Project No. 2033.00 CONTRACT DOCUMENTS LIFE SAFETY INFORMATION LS1.2 A B C D A B C D 01/21/2025S1 S2 S3 1 2 3 3.2 4 5 6 7 DN X1 X2 X3 X4 X5 X6 X7 X8 X9 X10 X11 X12 X13 X14 X15 X16 SA SA.1 SB SC A B C D XA X18 X19 X20 THE EAST GRANDSTAND HAS BEEN CHECKED FOR FLOOD AND SWAY LOADING IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE AND FOUND TO BE IN COMPLIANCE. SEE STRUCTURAL NOTES FOR BASIS OF DESIGN CHECKS. PRESS BOX STRUCTURAL PLANS: • S1.01 • S1.02 • S1.03 • S1.04 • S1.05 FOUNDATION PLAN EQUIPMENT PLATFORM FRAMING PLAN FIRST FLOOR FRAMING PLAN SECOND FLOOR FRAMING PLAN ROOF FRAMING PLAN 1 EAST GRANDSTAND STRUCTURAL REPAIR PLANS: • • 1/S2.00 2/S2.00 REPAIR PLAN - BELOW STANDS REPAIR PLAN - ABOVE STANDS NEW CONCRETE RAMP: - SEE 1/S1.10 DN DN DN 1 S1.10 SCOREBOARD REPAIR PLAN - SEE 1/S2.13 1 S2.13 DN DN . 3 7 5 1 7 8 4 3 1 7 . : f 3 8 5 1 . 7 8 4 . 3 1 7 : p 2 0 0 7 7 s a x e T , n o t s u o H , 0 0 3 1 e t i u S , m a l i M 0 0 7 . 3 5 4 6 4 2 2 0 1 2 . : f 2 3 0 6 . 4 2 2 . 0 1 2 : p 9 0 2 8 7 s a x e T , i o n o t n A n a S , 0 0 3 e t i u S , y a w d a o r B 0 4 0 4 . 1 4 4 7 8 7 4 2 1 5 . : f 6 8 2 7 . 8 7 4 . 2 1 5 : p 4 0 7 8 7 s a x e T , n i t s u A , 0 0 9 e t i u S , d a o R s g n i r p S n o t r a B 1 1 8 n i t s u A n o t s u o H i o n o t n A n a S S T N E M E V O R P M I I M U D A T S K R A P E S U O H K P E S H 4 3 0 0 - 1 2 . D . S . I N I T S U A , 1 0 7 8 7 , X T , N I T S U A , D V L B K E E R C L A O H S 1 0 3 1 NO. DESCRIPTION 1 BP REVISION 01 01/20/25 Revisions: DATE NEW CONCRETE RAMP: - SEE 2/S1.10 DN 2 S1.10 WEST GRANDSTAND STRUCTURAL REPAIR PLANS: N • • 1/S2.01 REPAIR PLAN - BELOW STANDS 2/S2.01 REPAIR PLAN - ABOVE STANDS N 05/10/2024 Project No. 2033.00 CONTRACT DOCUMENTS TRUE NORTH PLAN NORTH 4315 GUADALUPE ST AUSTIN, TX 78751 PHONE: (512) 499 0919 WWW.STRUCTURESTX.COM FIRM NO.: F-3323 STRUCTURES OVERALL SCOPE PLAN S1.00 M P 5 3 : 6 5 : 2 1 5 2 0 2 / 0 2 / 1 t v r . l a r t n e C _ R T S _ k r a P e s u o H _ D S A _ 2 2 _ 0 0 . 3 3 0 2 / 1 e s a h P I - s t n e m e v o r p m I i m u d a t S k r a P e s u o H D S A I / / : s c o D k s e d o u A t DN DN XE DN XF XG XH THE WEST GRANDSTAND HAS BEEN CHECKED FOR FLOOD AND SWAY LOADING IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE AND FOUND TO BE IN COMPLIANCE. SEE STRUCTURAL NOTES FOR BASIS OF DESIGN CHECKS. 1 OVERALL SCOPE PLAN 1/16" = 1'-0" BP REV. 01ITEMS ONLY01/20/251 2 3 3.2 4 5 6 7 20' - 1" 17' - 9 1/2" 2' - 0" 19' - 11" 12' - 8" 9' - 1" PRE-FAB CANOPY AND ATTACHMENT TO STRUCTURE BY OTHERS ELEVATOR SHAFT DELEGATED DESIGN STAIR BY OTHERS " 6 - ' 3 8 4 = S O T ) / V S L ( 8 3 X 6 X 2 1 S S H " 0 - ' 3 9 4 = S O T ) V S L ( 8 / 3 X 6 X 6 S S H 1 S6.02 S1 1" (CL OF BEAM) R) E G RIN T F S L O " (C 1 21' - 10" S2 9' - 4 7/8" S3 SA SA.1 SB " 4 " 4' - 3 SC " 1 5' - 1 R) E G RIN T F S L O " (C 1 " 0 - ' 0 1 3 S6.02 V) S 8 1/4" 3/8 (L 7' - 0' - 4 8 S = 4 1 " X 6 X 2 1 S S H O T HSS12X6X3/8 (LSV) TOS = 487' -9 1/8" C = O T 7 1/8" 7' - 8 4 3/8 X 6 X 6 S S H 1 1/8" 7' - 8 S = 4 O T HSS12X6X3/8 (LSV) TOS = 487' -9 1/8" 2 S5.30 HSS12X6X3/8 (LSV) TOS = VARIES HSS12X6X3/8 (LSV) TOS = VARIES HSS12X6X3/8 (LSV) TOS = VARIES HSS12X6X3/8 (LSV) TOS = VARIES 1 S5.30 HSS12X6X3/8 (LSV) TOS = 494' -1 5/8" O T 3/8 X 6 X 6 S S H 5 5/8" HSS6X6X3/8 3' - TOS = 493' -5 5/8" 9 S = 4 C = 1 5/8" O T 1 3' - HSS12X6X3/8 (LSV) 9 4 TOS = 494' -1 5/8" X 6 X 2 1 S S H O T X 6 X 2 1 S S H V) S O T 1 5/8" 3/8 (L 4' - 9 S = 4 V) S 1 5/8" 3/8 (L 4' - 9 S = 4 4 S6.02 ° 0 0 0 . 9 1 19.000° 0 ° 0 1.0 7 6 S5.11 7 1 . 0 0 0 ° " 4 / 3 1 1 = D O E 2 S6.01 W14X22 HSS12X6X3/8 (LSV) TOS=483'-6" 1 S6.01 9 1 X 2 1 W " 6 - ' 3 8 4 = S O T ) / V S L ( 8 3 X 6 X 2 1 S S H EOD = 11 1/8" 6 S5.11 EOD = 1' - 2" 9 1 X 2 1 W W10X15 @ 3' - 6" O.C. - MAX. DOAS-1 2,500 LBS. W14X26 W10X15 @ 3' - 6" O.C. - MAX. METAL GRATING - SEE STRUCTURAL NOTES CU-1-1 300 LBS. CU-1-2 300 LBS. 5 3 X 8 1 W W14X26 T.O. GRATING = 493' - 0" 5 3 X 8 1 W 6 S5.11 CU-2-1 300 LBS. CU-2-2 300 LBS. W10X15 @ 3' - 6" O.C. - MAX. HP-2-3 125 LBS. W14X22 " 8 = D O E HSS12X6X3/8 (LSV) TOS=493'-0" HSS12X6X3/8 (LSV) TOS=483'-6" 3 S6.01 6 S5.11 " 4 / 3 6 - ' 0 1 " 8 / 1 4 - ' 0 1 " 8 / 1 7 - ' 2 1 A B C D XA M P 5 3 : 6 5 : 2 1 5 2 0 2 / 0 2 / 1 t v r . l a r t n e C _ R T S _ k r a P e s u o H _ D S A _ 2 2 _ 0 0 . 3 3 0 2 / 1 e s a h P I - s t n e m e v o r p m I i m u d a t S k r a P e s u o H D S A I / / : s c o D k s e d o u A t " 0 - ' 6 1 " 6 - ' 7 ) V F ( " 1 1 - ' 3 EXISTING CONCRETE COLUMN TO REMAIN - TYP 1 EQUIPMENT LEVEL FRAMING PLAN 1/4" = 1'-0" NOTES: 1. ALL EXTERIOR CONCRETE FLOORS TO BE PROTECTED WITH A TRAFFIC COATING. REF ARCH FOR ADDITIONAL INFO. 2. COMPOSITE BEAMS INDICATED AS W12X19 (X)** REQUIRE 4" HEADED STUDS IN LIEU OF TYPICAL LENGTH STUDS IN LOCATIONS WITH SLAB DROPS. 3. TOS ELEVATION TO BE COORDINATED WITH DELEGATED STAIR DESIGN. BEAM IS DROPPED TO ALLOW STAIR LANDING FRAMING OVER AND ATTACH TO THE TOP FLANGE. 4. INDICATES MOMENT CONNECTION. SEE TYPICAL DETAILS. 5. INDICATES BRACE FRAME. SEE S6 SERIES. 6. INDICATES EXTENT OF VENTED FLOOR SYSTEM. VENTED FLOOR SYSTEMS SHALL UTILIZE NON- COMPOSITE 1.3CV DECK. SEE STRUCTURAL NOTES FOR ADDITIONAL INFORMATION. 16' - 0" (FV) 9' - 0 3/8" (FV) 6' - 11 5/8" (FV) 13' - 1 3/8" (FV) 14' - 10 7/8" (FV) 9' - 7 7/8" (FV) 2' - 2 1/8" 8' - 1" 6' - 2 7/8" (FV) 6' - 5 1/8" (FV) 9' - 1" 5 7/8" (FV) 2' - 10 5/8" (FV) 1' - 7 1/8" (FV) 4 7/8" (FV) X4 X5 1 X6 2 X7 3 X8 3.2 X9 4 5 X10 6 7 X11 EXISTING STRUCTURE TO REMAIN EXISTING CONCRETE COLUMN TO REMAIN - TYP . 3 7 5 1 7 8 4 3 1 7 . : f 3 8 5 1 . 7 8 4 . 3 1 7 : p 2 0 0 7 7 s a x e T , n o t s u o H , 0 0 3 1 e t i u S , m a l i M 0 0 7 . 3 5 4 6 4 2 2 0 1 2 . : f 2 3 0 6 . 4 2 2 . 0 1 2 : p 9 0 2 8 7 s a x e T , i o n o t n A n a S , 0 0 3 e t i u S , y a w d a o r B 0 4 0 4 . 1 4 4 7 8 7 4 2 1 5 . : f 6 8 2 7 . 8 7 4 . 2 1 5 : p 4 0 7 8 7 s a x e T , n i t s u A , 0 0 9 e t i u S , d a o R s g n i r p S n o t r a B 1 1 8 n i t s u A n o t s u o H i o n o t n A n a S S T N E M E V O R P M I I M U D A T S K R A P E S U O H K P E S H 4 3 0 0 - 1 2 . D . S . I N I T S U A , 1 0 7 8 7 , X T , N I T S U A , D V L B K E E R C L A O H S 1 0 3 1 A B C D XA " 0 - ' 0 1 " 0 - ' 6 1 " 6 - ' 7 ) V F ( " 1 1 - ' 3 NO. DESCRIPTION 1 BP REVISION 01 01/20/25 Revisions: DATE N N TRUE NORTH PLAN NORTH 4315 GUADALUPE ST AUSTIN, TX 78751 PHONE: (512) 499 0919 WWW.STRUCTURESTX.COM FIRM NO.: F-3323 STRUCTURES 05/10/2024 Project No. 2033.00 CONTRACT DOCUMENTS 1 EQUIPMENT PLATFORM FRAMING PLAN S1.02 BP REV. 01ITEMS ONLY01/20/25. 3 7 5 1 7 8 4 3 1 7 . : f 3 8 5 1 . 7 8 4 . 3 1 7 : p 2 0 0 7 7 s a x e T , n o t s u o H , 0 0 3 1 e t i u S , m a l i M 0 0 7 . 3 5 4 6 4 2 2 0 1 2 . : f 2 3 0 6 . 4 2 2 . 0 1 2 : p 9 0 2 8 7 s a x e T , i o n o t n A n a S , 0 0 3 e t i u S , y a w d a o r B 0 4 0 4 . 1 4 4 7 8 7 4 2 1 5 . : f 6 8 2 7 . 8 7 4 . 2 1 5 : p 4 0 7 8 7 s a x e T , n i t s u A , 0 0 9 e t i u S , d a o R s g n i r p S n o t r a B 1 1 8 n i t s u A n o t s u o H i o n o t n A n a S S T N E M E V O R P M I I M U D A T S K R A P E S U O H K P E S H 4 3 0 0 - 1 2 . D . S . I N I T S U A , 1 0 7 8 7 , X T , N I T S U A , D V L B K E E R C L A O H S 1 0 3 1 2 3 3.2 4 5 6 7 20' - 1" 17' - 9 1/2" 19' - 11" 82' - 8 1/2" 2' - 0" 12' - 8" 7" 9' - 1" EOD = 7" W12X19 (20) W12X19 (18) W12X19 (8) W12X19 (12) = D O E " 7 W12X19 (18) EOD = 7 1/2" 4 S5.02 ) 0 1 ( 9 1 X 2 1 W BRICK RELIEF ANGLE ELEVATION = 518' - 0" SEE 6/S4.01 ELEVATOR SHAFT W12X19 (10) W12X19 (12) " 5 - ' 1 6 S5.10 = D O E " 2 / 1 5 ) 2 ( 9 1 X 2 1 W ) 6 ( 9 1 X 2 1 W W12X19 (18) TOC = 518' - 0" 6" THICK (TOTAL) NW CONC SLAB ON 3VLI STEEL DECK - SEE STRUCTURAL NOTES ) 4 2 ( 4 4 X 1 2 W ) 0 1 ( 9 1 X 2 1 W ) 4 2 ( 4 4 X 1 2 W T Y P 11 S5.01 DELEGATED DESIGN STAIR BY OTHERS SIM 4 S5.02 4 S5.12 E L G N A F E I L E R K C R B I " 0 - ' 8 1 5 = . V E L E 1 0 . 4 S / 6 E E S ) 3 E T O N E E S = S O T ( 9 1 X 2 1 W EOD = 6" 1' - 11 1/4" S I M 2 S5.12 W12X19 (8) TOS = 517' - 4" W12X19 (8) TOS = 517' - 4" ) 8 ( 9 1 X 2 1 W " 4 - ' 7 1 5 = S O T W12X19 (8) " 6 " 4 9 S5.10 EOD = 7" ) 8 ( 9 1 X 2 1 W " 4 - ' 7 1 5 = S O T 4 S5.12 = D O E " 8 / 1 7 ) 4 2 ( 4 4 X 1 2 W T Y P 11 S5.01 " 0 - ' 1 " 6 - ' 1 = D O E " 0 - ' 1 1 S5.12 3 S5.12 = D O E " 7 TOC AT DRAIN = 517' - 10" 2 S5.12 SIM ) 8 ( 9 1 X 2 1 W " 4 - ' 7 1 5 = S O T 1 S6.02 6" THICK (TOTAL) NW CONC SLAB ON 1.3CV STEEL DECK - SEE STRUCTURAL NOTES CONCRETE CURB 3 S5.12 ) 3 2 ( 5 3 X 8 1 W A B C " 0 - ' 0 1 " 0 - ' 6 1 " 8 - ' 4 = D O E " 6 W12X19 (20) W12X19 (18) W12X19 (18) W14X22 (22) W12X19 (20) W12X19 (18) W12X19 (18) W12X19 (22) W12X19 (20) W12X19 (18) W14X22 (22) 20' - 1" 17' - 9 1/2" 2' - 0" 19' - 11" 12' - 8" 9' - 1" 1 2 3 3.2 4 5 6 7 S1 1" (CL OF BEAM) 21' - 10" R) E G RIN T F S L O " (C 1 3 S6.02 V) S 4 5/8" 3/8 (L 1' - 0' - 4 1 S = 5 1 " X 6 X 2 1 S S H O T SC SA SA.1 SB " 4 " 4' - 3 " 1 5' - 1 R) E G RIN T F S L O " (C 1 " 7 = D O E " 0 - ' 0 1 HSS12X6X3/8 (LSV) TOS = 511' -4 5/8" C = O T 2 5/8" 1' - 1 5 3/8 X 6 X 6 S S H 8 5/8" 0' - 1 S = 5 O T 2 S5.30 HSS12X6X3/8 (LSV) TOS = VARIES HSS12X6X3/8 (LSV) TOS = VARIES HSS12X6X3/8 (LSV) TOS = VARIES 1 HSS12X6X3/8 (LSV) TOS = 511' -4 5/8" HSS12X6X3/8 (LSV) TOS = VARIES 1 S5.30 19.000° 0 ° 0 1.0 7 2 S5.12 7 1 . 0 0 0 ° 2 S6.01 W12X26 (20) 3/8 X 6 X 2 1 S S H 2" 8' - 1 S = 5 O T " 0 5' - 1 HSS12X6X3/8 (LSV) 3/8 6" TOS = 518' -2" 7' - X 6 1 X S = 5 3/8 6" 6 S C = 7' - S X H 6 1 X O S = 5 6 T S HSS12X6X3/8 (LSV) S H TOS = 518' -2" " 0 8' - 1 5 O T O T 4 S6.02 ° 0 0 0 . 9 1 S I M 3 S5.12 HSS12X6X3/8 (LSV) 1 HSS12X6X3/8 (LSV) S5.13 ) 0 1 ( 9 1 X 2 1 W W12X19 (10) 1 EOD = 7" S2 9' - 4 7/8" S3 2 S6.02 ) 3 2 ( 5 3 X 8 1 W 3 S5.12 " 3 - ' 3 3 " 0 - ' 6 1 " 8 - ' 5 " 8 - ' 6 = D O E " 0 - ' 1 A B C M P 6 3 : 6 5 : 2 1 5 2 0 2 / 0 2 / 1 t v r . l a r t n e C _ R T S _ k r a P e s u o H _ D S A _ 2 2 _ 0 0 . 3 3 0 2 / 1 e s a h P I - s t n e m e v o r p m I i m u d a t S k r a P e s u o H D S A I / / : s c o D k s e d o u A t 1 SECOND FLOOR FRAMING PLAN 1/4" = 1'-0" NOTES: 1. ALL EXTERIOR CONCRETE FLOORS TO BE PROTECTED WITH A TRAFFIC COATING. REF ARCH FOR ADDITIONAL INFO. 2. COMPOSITE BEAMS INDICATED AS W12X19 (X)** REQUIRE 4" HEADED STUDS IN LIEU OF TYPICAL LENGTH STUDS IN LOCATIONS WITH SLAB DROPS. 3. TOS ELEVATION TO BE COORDINATED WITH DELEGATED STAIR DESIGN. BEAM IS DROPPED TO ALLOW STAIR LANDING FRAMING OVER AND ATTACH TO THE TOP FLANGE. 4. INDICATES MOMENT CONNECTION. SEE TYPICAL DETAILS. 5. INDICATES BRACE FRAME. SEE S6 SERIES. 6. INDICATES EXTENT OF VENTED FLOOR SYSTEM. VENTED FLOOR SYSTEMS SHALL UTILIZE NON- COMPOSITE 1.3CV DECK. SEE STRUCTURAL NOTES FOR ADDITIONAL INFORMATION. NO. DESCRIPTION 1 BP REVISION 01 01/20/25 Revisions: DATE 05/10/2024 Project No. 2033.00 CONTRACT DOCUMENTS N N TRUE NORTH PLAN NORTH 4315 GUADALUPE ST AUSTIN, TX 78751 PHONE: (512) 499 0919 WWW.STRUCTURESTX.COM FIRM NO.: F-3323 STRUCTURES SECOND FLOOR FRAMING PLAN S1.04 BP REV. 01ITEMS ONLY01/20/25X1 X2 X3 X4 X6 X7 X8 X9 X10 X11 X12 X13 X14 X15 X16 2 4 6 c o u n ts 2 2 2 4 4 4 5 counts 4 5 counts 2 2 2 2 1 2 c o u 4 n ts 2 4 counts SA.1 2 5 counts 4 2 2 2 2 2 counts 4 2 counts 2 2 1 4 4 counts 4 2 1 2 2 2 counts 1 4 5 c 4 4 counts o u n ts 2 3 c o u n ts 2 2 2 4 counts 4 14 counts 2 5 2 2 2 2 counts 4 10 counts 4 counts 2 4 c o u 3 n ts 4 6 counts 2 2 4 2 1 2 2 counts 2 2 2 5 counts 6 counts 4 4 4 10 counts 5 2 4 2 2 counts 2 2 9 counts 4 c o u 4 n ts 2 5 2 1 5 4 c o u 4 n ts 4 3 1 4 c o u 2 n t s 4 6 2 6 4 1 2 4 counts 2 5 counts 2 2 4 counts 2 5 2 2 2 3 2 2 counts 2 4 10 counts 12 counts 2 2 2 4 counts 2 2 2 4 2 counts 8 1 1 c o u 2 n t s 3 2 2 2 counts 2 2 2 4 9 counts 4 5 counts 2 11 counts 2 4 2 2 2 2 2 4 10 counts 2 4 2 2 counts 1 6 3 2 2 2 1 3 XA 6 3 2 2 2 counts 2 4 1 2 counts 3 6 5 1 3 counts 4 5 counts 4 2 2 2 5 3 2 2 c o u n ts 2 2 3 1 2 2 3 2 3 4 2 2 2 2 2 6 counts 2 2 1 2 2 7 c o 2 u 2 n ts 1 EAST GRANDSTAND REPAIR PLANS - BELOW STANDS 1/8" = 1'-0" PLAN TAG REPAIR SCHEDULES PLAN TAG 1. 2. 3. 4. 5. 6. 7. REPAIR DETAIL 1/S2.12 2/S2.12 3/S2.12 4/S2.12 5/S2.12 6/S2.12 7/S2.12 S3 X5 1 S3 X5 X18 X19 X20 N X18 X19 X20 M P 9 3 : 6 5 : 2 1 5 2 0 2 / 0 2 / 1 t v r . l a r t n e C _ R T S _ k r a P e s u o H _ D S A _ 2 2 _ 0 0 . 3 3 0 2 / 1 e s a h P I - s t n e m e v o r p m I i m u d a t S k r a P e s u o H D S A I / / : s c o D k s e d o u A t X1 X2 X3 X4 X6 X7 X8 X9 X10 X11 X12 X13 X14 X15 X16 POWER WASH AND PAINT ALL SIDES OF PERIMETER WALLS -REF. ARCH. FOR PAINT SPECIFICATION D XA 4 5 1 2 4 2 counts 4 REPAIR CONCRETE AFTER PRESS BOX DEMOLITION AS NEEDED PER DETAILS 3 & 4/S2.10 1 4 SA.1 4 4 4 4 4 4 4 4 4 4 4 4 4 counts 4 4 4 UP 1 4 4 4 12 counts 4 4 6 4 DN 4 4 4 4 4 4 4 4 4 3 7-A UP DOWN 4 4 4 4 4 3 counts 4 2 counts 4 4 counts 4 3 counts 4 4 4 4 4 4 4 2 counts 4 2 counts 4 4 4 4 1 1 10 counts 1 DN POWER WASH AND PAINT ALL SIDES OF PERIMETER WALLS -REF. ARCH. FOR PAINT SPECIFICATION 4 4 4 4 1 4 POWER WASH AND PAINT ALL SIDES OF PERIMETER WALLS -REF. ARCH. FOR PAINT SPECIFICATION 2 EAST GRANDSTANDS REPAIR PLANS - ABOVE STANDS 1/8" = 1'-0" N AT RAMPS AND ADA PLATFORMS (HATCHED AREA): 1) THERE ARE 35 VERTICAL PIPE RAILS THAT NEED CONCRETE REPAIR AT BASE AND PIPE REPAIR OR REPLACEMENT PER 7/S2.12. 2) APPROX. 46 L.F. OF NON-STRUCTURAL SURFACE CRACKS SHALL BE REPAIRED PER 2/S2.12 PLAN TAG REPAIR SCHEDULES PLAN TAG 1. 2. 3. 4. 5. 6. 7. REPAIR DETAIL 1/S2.12 2/S2.12 3/S2.12 4/S2.12 5/S2.12 6/S2.12 7/S2.12 . 3 7 5 1 7 8 4 3 1 7 . : f 3 8 5 1 . 7 8 4 . 3 1 7 : p 2 0 0 7 7 s a x e T , n o t s u o H , 0 0 3 1 e t i u S , m a l i M 0 0 7 . 3 5 4 6 4 2 2 0 1 2 . : f 2 3 0 6 . 4 2 2 . 0 1 2 : p 9 0 2 8 7 s a x e T , i o n o t n A n a S , 0 0 3 e t i u S , y a w d a o r B 0 4 0 4 . 1 4 4 7 8 7 4 2 1 5 . : f 6 8 2 7 . 8 7 4 . 2 1 5 : p 4 0 7 8 7 s a x e T , n i t s u A , 0 0 9 e t i u S , d a o R s g n i r p S n o t r a B 1 1 8 n i t s u A n o t s u o H i o n o t n A n a S S T N E M E V O R P M I I M U D A T S K R A P E S U O H K P E S H 4 3 0 0 - 1 2 . D . S . I N I T S U A , 1 0 7 8 7 , X T , N I T S U A , D V L B K E E R C L A O H S 1 0 3 1 NO. DESCRIPTION 1 BP REVISION 01 01/20/25 Revisions: DATE 05/10/2024 Project No. 2033.00 CONTRACT DOCUMENTS 4315 GUADALUPE ST AUSTIN, TX 78751 PHONE: (512) 499 0919 WWW.STRUCTURESTX.COM FIRM NO.: F-3323 STRUCTURES EAST GRANDSTAND REPAIR PLANS S2.00 BP REV. 01ITEMS ONLY01/20/25X1 X2 X3 X4 X5 X6 X7 X8 X9 X10 X11 X12 X13 X14 X15 X16 2 2 14 counts 3 counts 4 counts 6 2 4 5 counts 2 5 6 6 4 5 4 2 2 2 4 c o u 4 n ts 2 2 2 2 6 2 2 4 counts 2 2 2 5 counts 2 6 counts 2 2 2 2 2 2 2 2 3 counts 2 3 counts 3 counts 2 2 3 counts 2 3 counts 2 2 2 2 2 4 3 counts 2 2 2 2 4 2 2 2 4 6 4 3 counts 2 2 4 2 4 4 2 counts 2 counts 4 4 2 2 counts 2 counts 2 2 2 2 counts 2 4 3 counts 4 3 counts 2 6 counts 2 2 6 counts 2 2 4 10 counts 4 10 counts 2 2 2 11 counts 2 2 2 10 counts 2 2 2 counts 2 2 counts 2 2 2 2 2 4 counts 2 2 2 2 2 2 2 2 2 2 2 3 counts 2 2 2 4 counts 2 2 2 4 2 2 4 2 2 2 4 2 counts 2 2 counts 4 3 counts 6 2 3 counts 5 counts 4 5 counts 2 6 4 2 2 4 2 2 2 6 counts 7 counts 4 4 6 c o u n ts 4 5 c o u n ts 4 6 counts 2 2 4 7 counts 2 6 2 2 4 5 counts 4 12 counts 10 counts 4 8 c o u n ts 4 4 12 counts 6 4 5 counts 2 2 6 6 6 2 2 3 counts 4 8 counts 6 counts 4 6 c o u 2 n ts 2 2 4 c o u 4 n t s 8 c o u n 4 ts 3 0 c o u 4 n t s 2 4 5 c o u 2 n ts 4 c o u 2 n ts 2 2 2 6 counts 2 2 4 2 2 2 4 8 counts 2 2 5 5 2 2 2 2 4 60 counts 4 18 counts 4 9 counts 4 6 counts 4 8 counts 4 3 c o u n ts 4 6 counts 3 2 2 2 4 6 counts 1 WEST GRANDSTAND REPAIR PLANS - BELOW STANDS 1/8" = 1'-0" PLAN TAG REPAIR SCHEDULES PLAN TAG 1. 2. 3. 4. 5. 6. 7. REPAIR DETAIL 1/S2.12 2/S2.12 3/S2.12 4/S2.12 5/S2.12 6/S2.12 7/S2.12 X1 X2 X3 X4 X5 X6 X7 X8 X9 X10 X11 X12 X13 X14 X15 X16 7 7 7 7 XE DN 7 1 4 1 4 4 4 6 5 DN 6 4 DOWN UP 4 UP 4 4 4 4 4 4 4 4 4 4 7 4 4 DN POWER WASH AND PAINT ALL SIDES OF PERIMETER WALLS -REF. ARCH. FOR PAINT SPECIFICATION 6 4 4 4 4 4 4 4 4 6 6 6 6 6 POWER WASH AND PAINT ALL SIDES OF PERIMETER WALLS -REF. ARCH. FOR PAINT SPECIFICATION 6 6 6 6 6 AT RAMPS AND ADA PLATFORMS (HATCHED AREA): 1) THERE ARE 35 VERTICAL PIPE RAILS THAT NEED CONCRETE REPAIR AT BASE AND PIPE REPAIR OR REPLACEMENT PER 7/S2.12. 2) APPROX. 60 L.F. OF NON-STRUCTURAL SURFACE CRACKS SHALL BE REPAIRED PER 2/S2.12 7 1 4 4 6 4 6 6 4 4 4 REPAIR CONCRETE AFTER PRESS BOX DEMOLITION AS NEEDED PER DETAILS 3 & 4/S2.10 4 4 5 C O U N T S 4 4 4 4 8 C O U N T S 4 4 4 4 4 4 6 POWER WASH AND PAINT ALL SIDES OF PERIMETER WALLS -REF. ARCH. FOR PAINT SPECIFICATION 2 WEST GRANDSTANDS REPAIR PLANS - ABOVE STANDS 1/8" = 1'-0" PLAN TAG REPAIR SCHEDULES PLAN TAG 1. 2. 3. 4. 5. 6. 7. REPAIR DETAIL 1/S2.12 2/S2.12 3/S2.12 4/S2.12 5/S2.12 6/S2.12 7/S2.12 XE XF XG XH N XF XG XH N M P 2 4 : 6 5 : 2 1 5 2 0 2 / 0 2 / 1 t v r . l a r t n e C _ R T S _ k r a P e s u o H _ D S A _ 2 2 _ 0 0 . 3 3 0 2 / 1 e s a h P I - s t n e m e v o r p m I i m u d a t S k r a P e s u o H D S A I / / : s c o D k s e d o u A t 2 7 4 2 4 4 . 3 7 5 1 7 8 4 3 1 7 . : f 3 8 5 1 . 7 8 4 . 3 1 7 : p 2 0 0 7 7 s a x e T , n o t s u o H , 0 0 3 1 e t i u S , m a l i M 0 0 7 . 3 5 4 6 4 2 2 0 1 2 . : f 2 3 0 6 . 4 2 2 . 0 1 2 : p 9 0 2 8 7 s a x e T , i o n o t n A n a S , 0 0 3 e t i u S , y a w d a o r B 0 4 0 4 . 1 4 4 7 8 7 4 2 1 5 . : f 6 8 2 7 . 8 7 4 . 2 1 5 : p 4 0 7 8 7 s a x e T , n i t s u A , 0 0 9 e t i u S , d a o R s g n i r p S n o t r a B 1 1 8 n i t s u A n o t s u o H i o n o t n A n a S S T N E M E V O R P M I I M U D A T S K R A P E S U O H K P E S H 4 3 0 0 - 1 2 . D . S . I N I T S U A , 1 0 7 8 7 , X T , N I T S U A , D V L B K E E R C L A O H S 1 0 3 1 NO. DESCRIPTION 1 BP REVISION 01 01/20/25 Revisions: DATE 05/10/2024 Project No. 2033.00 CONTRACT DOCUMENTS 4315 GUADALUPE ST AUSTIN, TX 78751 PHONE: (512) 499 0919 WWW.STRUCTURESTX.COM FIRM NO.: F-3323 STRUCTURES WEST GRANDSTAND REPAIR PLANS S2.01 BP REV. 01ITEMS ONLY01/20/25PIER NOTES: 1. TEMPORARY STEEL CASING MAY BE REQUIRED DURING PIER DRILLING OPERATIONS. PRIOR TO PLACEMENT OF CONCRETE, ANY SEEPAGE WATER SHALL BE REMOVED FROM THE PIER HOLES. SPECIAL CONSTRUCTION PROCEDURES IN ACCORDANCE WITH ACI 336.1-01 AND SPECIFICATIONS SHALL BE FOLLOWED DURING EXTRACTION OF THE CASING AND DURING CONCRETE PLACEMENT. 2. CONTRACTOR SHALL INCLUDE IN BID DOCUMENTS, UNIT-COSTS FOR CASING IF REQUIRED AND UNIT-COST FOR GREATER OR LESSER DEPTH OF DRILLING FOR EACH PIER SIZE. SEE PLAN FOR SECTIONS " 3 HOOKED DOWELS TO MATCH PIER REINF. SIZE AND QUANTITY -PROVIDE LAP PER SCHEDULE TO PIER SEE PLAN (3) TIES @ TOP OF PIER, TYP. C L R . " 3 ESTIMATED BEARING GRAY LIMESTONE PER GEOTECHNICAL REPORT = APPROXIMATELY 24'-0" BELOW GRADE AT TIME OF EXPLORATION M U T A R T S G N R A E B O T N I I I N O T A R T E N E P E L U D E H C S E E S NOTE: NO CONSTRUCTION JOINTS SHALL BE ALLOWED IN CONCRETE WALL U.N.O. ON PLAN 2'-0" #4 DOWEL " 0 - ' 2 @ 12" O.C. T.O. PAVING = REF. CIVIL T.O. WALL = 481'-4" REINF. WALL W/ VERT. #5 EACH FACE @ 12" O.C. & HORIZ. #5 @ 12" O.C. EACH FACE 1' - 0" 5 S3.01 FINISH GRADE REF. CIVIL " 0 - ' 1 . I N M B.O. WALL = T.O. PIER (SEE PLAN) M P 3 4 : 6 5 : 2 1 5 2 0 2 / 0 2 / 1 I t v r . l a r t n e C _ R T S _ k r a P e s u o H _ D S A _ 2 2 _ 0 0 . 3 3 0 2 / 1 e s a h P - s t n e m e v o r p m I i m u d a t S k r a P e s u o H D S A I / / : s c o D k s e d o t u A 2 4 1 8 " L " L A A P P F F O O R R # # 4 3 CONCRETE PIER - SEE PLAN FOR PIER TYPE & SCHEDULE FOR REINFORCEMENT d L . R L C " 3 STEEL COLUMN BEYOND SITE PAVING -REF. CIVIL PILASTER BEYOND -SEE 5/S3.01 FOR REINF. FRENCH DRAIN REF. CIVIL SOIL RETAINER AND VOID CARTONS -SEE STR. NOTES PIER SCHEDULE PIER TYPE (SEE PLAN) PIER SIZE VERTICAL REINF. PIER TIES PENETRATION INTO BEARING STRATUM CALCULATED PIER CAPACITY (KIPS) UPLIFT CAPACITY (KIPS) P1 P2 24" Ø PIER 24" Ø PIER (8) #6 (8) #6 #3 @ 12" O.C. #3 @ 12" O.C. 4 FT 8 FT 250 377 75 150 3/4" CHAMFER ALL EXPOSED EDGES -TYP STEEL COLUMN & BASEPLATE - SEE PLAN 1/2" COMPRESSIBLE FILL SITE PAVING - REF CIVIL CONCRETE PLINTH - REINF W/ (12) #6 VERTS, #3 TIES (3) TOP, REMAINING AT 12" OC MAX PIER DOWELS - SEE PIER DETAIL PIER - SEE PLAN 24"x24" CONCRETE COLUMN WRAP - REINF W/ (8) #5 VERTS, #3 TIES @ 12" OC, (2) TIES TOP TOC = SEE PLAN " 0 - ' 2 T.O. PIER = SEE PLAN VOID FORMS AND SOIL RETAINERS - SEE STRUCTURAL NOTES SITE PAVING - REF CIVIL GRADE BEAM - REINF W/ (2) #6 TOP & BOTTOM - #3 STIRRUPS AT 10" OC " 0 - ' 2 TOC = SEE PLAN T.O. PIER = SEE PLAN 1' - 0" 1 VOID FORMS AND SOIL RETAINERS - SEE STRUCTURAL NOTES 1 STRAIGHT SHAFT PIER SECTION AND SCHEDULE 3/4" = 1'-0" 3 TYPICAL GRADE BEAM DETAIL 3/4" = 1'-0" 2'-6" SQUARE U.N.O. ON PLAN 2 TYPICAL PILASTER DETAIL 3/4" = 1'-0" 1' - 6" 1' - 6" PILASTER -REINF. W/ (12) VERT. #6, #3 TIE SETS @ 12" O.C. (3 TIE SETS AT TOP OF PILASTER) " 6 - ' 1 CONCRETE WALL -REINF. TO RUN CONTINOUS THRU PILASTER -REINF. NOT SHOWN FOR CLARITY FORM UP BOTTOM OF BEAM AND REMOVE FORMS BEFORE BACKFILLING OR FILL VOID WITH CARTON FORMS PROTECTED BY VAPOR RETARDER OVER PROTECTION BOARD SECURE SOIL RETAINER TO BEAM OR WALL WITH ADHESIVE FOR FASTENING BY MECHANICAL MEANS @ 18" O.C. A WASHER SHALL BE USED WITH MECHANICAL FASTENERS AND SHALL BE INSTALLED 5" (MIN.) FROM BOTTOM OF BEAM OR WALL VOID SPACE 1/2" THICK HIGH DENSITY POLYPROPYLENE SOIL RETAINER ("BACKFILL RETAINER") BY SUREVOID, EMBED INTO CLAY TO OBTAIN FIRM SEATING NOTES: 1. FORM VOID SPACE WITH SOIL RETAINERS UNDER ALL 2. STRUCTURAL CONCRETE PIER CAPS, PILASTERS, GRADE BEAMS, AND WALLS BELOW GRADE. INSTALL SOIL RETAINERS IN STRICT ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS AND AS FOLLOWS: A. PLACE BASE OF SOIL RETAINER IN A 3" DEEP TRENCH CUT IN UNDISTURBED SOIL OR COMPACTED FILL. TRENCHES SHALL BE LOCATED 4" FROM OUTSIDE AND INSIDE FACE OF GRADE BEAM OR WALL PANEL. B. STARTING AT END OF BEAM OR WALL PANEL. LAY BOTTOM FLANGE OF SOIL RETAINER IN TRENCH AND LEAN FLAT SIDE AGAINST BEAM OR WALL PANEL. OVERLAP SIDE FLANGES AT LEAST 1" TO PROVIDE A CONTINUOUS SEAL. C. CUT BLOCK TO FIT ENDS OF BEAMS OR WALL PANELS. MITER CUT OR BEND RETAINERS AT CORNERS. CUT LENGTHS LESS THAN 1'-0" IN LENGTH SHALL NOT BE USED. D. PLACE BACKFILL AS SPECIFIED AFTER COMPLETION OF SOIL RETAINER INSTALLATION. TAKE NECESSARY PRECAUTIONS TO PROTECT SOIL RETAINERS FROM DAMAGE FROM COMPACTION EQUIPMENT. 3. STORE RETAINERS FLAT AND PROTECTED FROM DIRECT SUNLIGHT TO AVOID WARPAGE. . I N M " 6 " X - ' X " 3 NO. DESCRIPTION 1 BP REVISION 01 01/20/25 Revisions: DATE 05/10/2024 Project No. 2033.00 CONTRACT DOCUMENTS 4315 GUADALUPE ST AUSTIN, TX 78751 PHONE: (512) 499 0919 WWW.STRUCTURESTX.COM FIRM NO.: F-3323 STRUCTURES TYPICAL FOUNDATION DETAILS S3.01 4 RETAINING WALL AT EXTERIOR STAIR 3/4" = 1'-0" 5 VERT. PILASTER REINFORCEMENT 3/4" = 1'-0" 6 FOUNDATION VOID SPACE DETAIL 3/4" = 1'-0" . 3 7 5 1 7 8 4 3 1 7 . : f 3 8 5 1 . 7 8 4 . 3 1 7 : p 2 0 0 7 7 s a x e T , n o t s u o H , 0 0 3 1 e t i u S , m a l i M 0 0 7 . 3 5 4 6 4 2 2 0 1 2 . : f 2 3 0 6 . 4 2 2 . 0 1 2 : p 9 0 2 8 7 s a x e T , i o n o t n A n a S , 0 0 3 e t i u S , y a w d a o r B 0 4 0 4 . 1 4 4 7 8 7 4 2 1 5 . : f 6 8 2 7 . 8 7 4 . 2 1 5 : p 4 0 7 8 7 s a x e T , n i t s u A , 0 0 9 e t i u S , d a o R s g n i r p S n o t r a B 1 1 8 n i t s u A n o t s u o H i o n o t n A n a S S T N E M E V O R P M I I M U D A T S K R A P E S U O H K P E S H 4 3 0 0 - 1 2 . D . S . I N I T S U A , 1 0 7 8 7 , X T , N I T S U A , D V L B K E E R C L A O H S 1 0 3 1 BP REV. 01ITEMS ONLY01/20/25NOTE: REINFORCING NOT REQUIRED AT OPENINGS LESS THAN 6" WIDE UNLESS DETAILED OTHERWISE FOR OPENINGS LARGER THAN 2'-0" WIDE, SEE TYPICAL LARGE SLAB OPENING IN COMPOSITE SLAB DETAIL 1' - 6" 1' - 6" STEEL BEAM - SEE PLAN (1) #3 X 3'-0" AT EACH CORNER IN CENTER OF SLAB, TYPICAL 2' - 0" MAX. A " 6 C L BEAM (1) #5 EACH SIDE C L BEAM " 6 NOTE: ADDITIONAL STEEL FRAMING NOT REQUIRED FOR OPENINGS LESS THAN 2'-0" WIDE UNLESS DETAILED OTHERWISE. FOR OPENINGS SMALLER THAN 2'-0" WIDE SEE TYPICAL SMALL SLAB OPENING IN COMPOSITE SLAB DETAIL B BLOCKOUT FOR OPENING PRIOR TO POURING DECK SLAB (1) #5 IN BOTTOM OF FIRST FLUTE ON EACH SIDE OF OPENING PLAN A STEEL BEAM BELOW - SEE PLAN 5'-0" MAX. 3/16 SECTION "A" BLOCKOUT FOR OPENING PRIOR TO POURING DECK SLAB PLACE C6 TIGHT TO DECK C6X8.2, TYP REMOVE DECK AFTER SLAB HAS CURED C6X8.2, TYP SLAB REINF. - SEE PLAN E E S N A L P CLOSURE STRIP, PROVIDE SIDE LAPS PER TYPICAL COMPOSITE DECK ATTACHMENT DETAIL (ONE SIDE ONLY) BEAM 1" R L C " 1 F W W O T " 4 / 3 6" MIN. #4 X 6'-0" @ 18" O.C. CENTERED OVER BEAM TOC = SEE PLAN STEEL DECK - SEE PLAN WF BEAM - SEE PLAN SECTION "A" REMOVE DECK AFTER SLAB HAS ACHIEVED 75% OF SPECIFIED STENGTH PLAN SECTION "B" 1 SMALL SLAB OPENING IN COMPOSITE SLAB 1" = 1'-0" 2 LARGE SLAB OPENING IN COMPOSITE SLAB 3/4" = 1'-0" 3 STEEL DECK SPAN TRANSITION 1 1/2" = 1'-0" M P 3 4 : 6 5 : 2 1 5 2 0 2 / 0 2 / 1 I t v r . l a r t n e C _ R T S _ k r a P e s u o H _ D S A _ 2 2 _ 0 0 . 3 3 0 2 / 1 e s a h P - s t n e m e v o r p m I i m u d a t S k r a P e s u o H D S A I / / : s c o D k s e d o t u A NOTES: 1. OUTSIDE DIAMETER OF CONDUIT SHALL NOT EXCEED 1" NOR 1/3 "T". 2. CROSSOVERS OF CONDUIT ARE NOT PERMITTED. 3. MAINTAIN 3/4" MINIMUM CLEAR COVER. 4. CONDUITS GROUPED TOGETHER NEAR JUNCTION BOXES SHALL BE REINFORCED AS SLAB OPENINGS. 1' - 6" MIN. - TYP. " T " TOC = SEE PLAN CONDUIT BELOW REINFORCEMENT COMPOSITE DECK - SEE PLAN SEE PLAN MOMENT CONNECTION - SEE S5.01 -DO NOT WELD UNTIL CONCRETE HAS BEEN POURED AT ALL FLOORS STEEL COLUMN - SEE PLAN METAL GRATING -SEE PLAN HSS BEAMS -SEE PLAN, TYP. T.O. GRATING SEE PLAN 1/4 STOREFRONT - REF ARCH DECK EDGE ANGLE CONCRETE OVER STEEL DECK - SEE PLAN WF BEAM - SEE PLAN HSS6X6X5/15 HANGER 1/4 1/4 4 CONDUIT IN COMPOSITE SLAB 1 1/2" = 1'-0" 5 FLOOR FRAMING SECTION 1 1/2" = 1'-0" 6 PLATFORM FRAMING SECTION 1 1/2" = 1'-0" EOD = SEE PLAN 1/8 1 EQUIPMENT PLATFORM SEE PLAN CONT. L3X3X1/4 L3X3X1/4 OUTRIGGER @ 48" O.C. 3/16 GRATING - SEE PLAN WF BEAM - SEE PLAN NO. DESCRIPTION 1 BP REVISION 01 01/20/25 Revisions: DATE 1 05/10/2024 Project No. 2033.00 CONTRACT DOCUMENTS 4315 GUADALUPE ST AUSTIN, TX 78751 PHONE: (512) 499 0919 WWW.STRUCTURESTX.COM FIRM NO.: F-3323 STRUCTURES TYPICAL COMPOSITE STEEL DETAILS S5.11 . 3 7 5 1 7 8 4 3 1 7 . : f 3 8 5 1 . 7 8 4 . 3 1 7 : p 2 0 0 7 7 s a x e T , n o t s u o H , 0 0 3 1 e t i u S , m a l i M 0 0 7 . 3 5 4 6 4 2 2 0 1 2 . : f 2 3 0 6 . 4 2 2 . 0 1 2 : p 9 0 2 8 7 s a x e T , i o n o t n A n a S , 0 0 3 e t i u S , y a w d a o r B 0 4 0 4 . 1 4 4 7 8 7 4 2 1 5 . : f 6 8 2 7 . 8 7 4 . 2 1 5 : p 4 0 7 8 7 s a x e T , n i t s u A , 0 0 9 e t i u S , d a o R s g n i r p S n o t r a B 1 1 8 n i t s u A n o t s u o H i o n o t n A n a S S T N E M E V O R P M I I M U D A T S K R A P E S U O H K P E S H 4 3 0 0 - 1 2 . D . S . I N I T S U A , 1 0 7 8 7 , X T , N I T S U A , D V L B K E E R C L A O H S 1 0 3 1 BP REV. 01ITEMS ONLY01/20/25S1 S2 S2 S1 SEE PLAN SEE PLAN B.O.D. = SEE PLAN B.O.D. = SEE PLAN 1 S5.31 2 S5.31 1 T.O.S. = SEE PLAN T.O.S. = SEE PLAN 1 S5.31 2 S5.31 2 S5.31 T.O.S. = SEE PLAN 1 S5.31 2 S5.31 1 S5.31 T.O.S. = SEE PLAN 4 S5.01 T Y P. T.O.S. = SEE PLAN T.O.S. = SEE PLAN 1 S5.31 2 S5.31 2 S5.31 T.O.S. = SEE PLAN 2 S5.31 1 S5.31 T.O.S. = SEE PLAN 4 S5.01 T Y P. 4 S5.01 T Y P. 2 S5.31 1 S5.31 T.O.S. = SEE PLAN 1 S5.31 4 S5.01 T Y P. 5 S3.00 TOC = SEE PLAN STAIR NOTES: 1. PRIMARY COLUMNS AND STRINGERS HAVE BEEN DESIGNED BY THE EOR TO PROVIDE THE OVER-ALL STABILITY OF THE STAIR STRUCTURE. ALL OTHER MISC STEEL SHALL BE DESIGNED AND DETAILED BY THE DELEGATED STAIR ENGINEER. 1 STAIR FRAMING ELEVATION 1 3/8" = 1'-0" 2 STAIR FRAMING ELEVATION 2 3/8" = 1'-0" 1 S5.31 2 S5.31 4 S5.01 T Y P. 1 S5.31 2 S5.31 1 S5.31 2 S5.31 T.O.S. = SEE PLAN T.O.S. = SEE PLAN T.O.S. = SEE PLAN . 3 7 5 1 7 8 4 3 1 7 . : f 3 8 5 1 . 7 8 4 . 3 1 7 : p 2 0 0 7 7 s a x e T , n o t s u o H , 0 0 3 1 e t i u S , m a l i M 0 0 7 . 3 5 4 6 4 2 2 0 1 2 . : f 2 3 0 6 . 4 2 2 . 0 1 2 : p 9 0 2 8 7 s a x e T , i o n o t n A n a S , 0 0 3 e t i u S , y a w d a o r B 0 4 0 4 . 1 4 4 7 8 7 4 2 1 5 . : f 6 8 2 7 . 8 7 4 . 2 1 5 : p 4 0 7 8 7 s a x e T , n i t s u A , 0 0 9 e t i u S , d a o R s g n i r p S n o t r a B 1 1 8 n i t s u A n o t s u o H i o n o t n A n a S S T N E M E V O R P M I I M U D A T S K R A P E S U O H K P E S H 4 3 0 0 - 1 2 . D . S . I N I T S U A , 1 0 7 8 7 , X T , N I T S U A , D V L B K E E R C L A O H S 1 0 3 1 NO. DESCRIPTION 1 BP REVISION 01 01/20/25 Revisions: DATE 05/10/2024 Project No. 2033.00 CONTRACT DOCUMENTS 4315 GUADALUPE ST AUSTIN, TX 78751 PHONE: (512) 499 0919 WWW.STRUCTURESTX.COM FIRM NO.: F-3323 STRUCTURES STAIR FRAMING ELEVATIONS S5.30 M P 4 4 : 6 5 : 2 1 5 2 0 2 / 0 2 / 1 I t v r . l a r t n e C _ R T S _ k r a P e s u o H _ D S A _ 2 2 _ 0 0 . 3 3 0 2 / 1 e s a h P - s t n e m e v o r p m I i m u d a t S k r a P e s u o H D S A I / / : s c o D k s e d o t u A BP REV. 01ITEMS ONLY01/20/25TOILET ACCESSORY LEGEND TA-1 GRAB BAR TA-7 SOAP DISPENSER- WALL MOUNT TA-8 FRAMED MIRROR TA-12 SANITARY NAPKIN DISPOSAL - WALL MOUNT TA-14 ROBE HOOK TA-15 UTILITY SHELF TA-17 SURFACE-MOUNTED PAPER TOWEL DISPENSER 3 TA-19 SURFACE-MOUNTED BABY CHANGING STATION TA-25 TOILET TISSUE DISPENSER - TWIN JUMBO ROLL C.F.C.I. O.F.C.I. C.F.C.I. C.F.C.I. C.F.C.I. C.F.C.I. O.F.C.I. C.F.C.I. O.F.C.I. 1'-4" TA-15 TA-15 " 4 - ' 2 " 4 - ' 1 1'-0" 2'-4" " 0 - ' 3 " 6 " 0 - ' 1 . X A M " 8 4 PLAN ELEVATION FLOOR PLAN DESIGNATIONS <MS1> MOP SINK CLEAR AROUND GRAB BARS - 12" ABOVE AND 1.5" BELOW TA-25 TA-1 TA-1 I T H G E H T A E S " 9 1 - " 7 1 X A M " 1 3 P O T O T " 4 3 8" " 5 1 I N M SEAT DISPENSER GRAB BAR ACCESSIBLE WATER CLOSET AND GRAB BAR MOUNTING HEIGHTS TYP ACCESSIBLE SINGLE OCCUPANT TOILET ROOM CONFIGURATIONS TOILET TYPES 2'-3" 5'-0" 5'-0" " 0 - ' 5 TA-14 <T1> 4'-0" " 5 - ' 1 17" " 7 - ' 4 " 6 - ' 7 R A E L C N M I " 5 - ' 1 " 7 - ' 4 " 6 - ' 7 R A E L C N M I " 0 - ' 3 " 6 FLOOR PLAN DESIGNATIONS <WS1> 8'-0" MIN CLEAR DOOR SWING IN FRONT OF LAVATORY <TR1> I N M " 5 1 " 5 X A M 4'-6" 1'-6" 1'-6" 4'-6" 1'-6" 1'-6" 1'-3" 1'-3" " 0 - ' 2 X A M " 7 - ' 1 30" X 48" CLEAR FLOOR SPACE STANDING LOCATION STANDING LOCATION " 6 - ' 1 A L C O V E 30" X 48" CLEAR FLOOR SPACE PLACE WATER FOUNTAIN FIXTURES IN AN ALCOVE TO PROVIDE FOR CANE DETECTION OR PROVIDE A CANE DETECTION SKIRT PLAN ACCESSIBLE RECESSED WATER FOUNTAIN <EWC1> <EWC3> PLAN ACCESSIBLE WALL MOUNTED WATER FOUNTAIN <EWC2> <EWC4> Has Bottle Filler <WS1> LAVATORY AND SINK NOTE: LAVATORY AND SINK ACCESSORIES MOUNTED TO WALL PERPENDICULAR TO PLUMBING WALL SHALL NOT EXTEND PAST LEADING EDGE OF SINK OR MORE THAN 4" INTO THE CLEAR FLOOR SPACE. 6'-10" MIN CLEAR IN SINGLE OCCUPANT TOILET ROOMS, THE DOOR SWING IS ALLOWED TO OVERLAP ALL CLEARANCES IF A 30X48 CLEAR AREA IS PROVIDED OUTSIDE OF THE DOOR SWING - TDLR TAS 603.2.3 EXCEPTION 2 3" MIN 1'-3" 1'-3" 1'-2" " 5 - ' 1 " 0 - ' 4 " 5 - ' 1 " 0 - ' 4 " 4 / 1 6 - ' 1 TA-8 TA-7 TA-17 " 4 / 1 6 - ' 1 TA-7 TA-8 TA-17 30" X 48" CLEAR FLOOR SPACE 30" X 48" CLEAR FLOOR SPACE ACCESSIBLE LAVATORY WITH ADJACENT WALL ACCESSIBLE LAVATORY 40" MAX. FOR MIRRORS INSTALLED ABOVE LAVATORIES OR COUNTERTOPS. 35" MAX. FOR MIRRORS NOT INSTALLED ABOVE LAVATORIES OR COUNTERTOPS. 5'-0" MIN. CLEAR 2'-4" 1'-5" 1'-2" TOILET NOTES: 1. FLUSH CONTROLS SHALL BE LOCATED ON THE OPEN SIDE OF THE WATER CLOSET NO MORE THAN 24" AFF 2. TA-12 ONLY OCCURS AT WOMEN'S RESTROOMS " 8 " 0 - ' 5 R A E L C . I N M " 8 - ' 4 I N M " 4 5 " 0 - ' 4 " 8 TA-1 TA-12 TA-25 TA-1 60" X 60" CLEAR FLOOR SPACE FLOOR PLAN DESIGNATIONS <T1> PUBLIC ACCESSIBLE TOILET ACCESSIBLE COUNTER 34" MAX HEIGHT TO RIM OF SINK ACCESSIBLE COUNTER 34" MAX HEIGHT TO RIM OF SINK 1'-2" 1'-2" " 5 - ' 1 " 0 - ' 4 TA-7 TA-8 TA-17 " 5 - ' 1 " 0 - ' 4 TA-7 TA-8 TA-17 3" 1'-3" 1'-3" 1'-3" 1'-3" ACCESSIBLE / NON-ACCESSIBLE SINK ADJACENT TO WALL ACCESSIBLE / NON- ACCESSIBLE SINK <CS1> LAVATORY AND SINK NOTES: 1. LAVATORY AND SINK ACCESSORIES MOUNTED TO WALL PERPENDICULAR TO PLUMBING WALL SHALL NOT EXTEND PAST LEADING EDGE OF SINK OR MORE THAN 4" INTO THE CLEAR FLOOR SPACE. 2. REFERENCE FLOOR PLAN FOR ACTUAL SINK FIXTURE TYPE. (DROP-IN SHOWN.) WATER FOUNTAINS LAVATORY TYPES - WALL MOUNTED SINK TYPES - COUNTER MOUNTED 17" MIN I N M " 9 R L C E O T 8" MIN I N M " 7 2 X A M " 4 3 11" MIN 6" MAX TOE CLEARANCE ACCESSIBLE LAVATORY TA-17 TA-7 4" MAX X A M " 3 4 - " 8 3 " 0 - ' 3 X A M " 6 3 " 7 2 " 8 2 1 9/ 9 3 - ' 2 I T H G E H T U O P S O T X A M " 8 4 E L B A R E P O E R U T A E F " 2 3 / 9 2 9 - ' 3 O T X A M " 8 4 E L B A R E P O E R U T A E F " 2 3 / 9 2 9 - ' 3 TA-8 TA-14 O T X A M " 0 4 I E V T C E L F E R E C A F R U S " 4 / 3 0 1 - ' 2 O T X A M " 5 3 I E V T C E L F E R E C A F R U S " 4 / 3 0 1 - ' 2 X A M " 8 4 D L I H C X A M " 0 4 X A M " 0 - ' 4 X A M " 0 - ' 4 ACCESSIBLE WATER FOUNTAIN PAPER TOWEL DISPENSER SOAP DISPENSER MIRROR COAT HOOK FIRE EXTINGUISHER CABINET OR BRACKET F F A " 7 2 T C A X E " 4 3 - " 8 2 BABY CHANGING TABLE . C N I , N O S T R E B O R L L E N N O C O 3 2 0 2 © ' M A 9 3 : 6 1 : 0 1 5 2 0 2 / 1 2 / 1 t v r . I H C R A _ 1 e s a h P - k r a P e s u o H D S A _ 2 2 _ 0 0 . 3 3 0 2 / 1 e s a h P - s t n e m e v o r p m I i m u d a t S k r a P e s u o H D S A I / / : s c o D k s e d o t u A GENERAL NOTES 1. TYPICAL LAYOUTS ARE REFERENCED ON THE FLOOR PLANS WITH <???> DESIGNATIONS 2. REFER TO FLOOR PLANS FOR ADDITIONAL ACCESSORIES OR OTHER BUILDING ELEMENTS THAT ARE NOT SHOWN IN THE TYPICAL LAYOUTS ON THIS SHEET 3. THE FIXTURE GRAPHICS ON THIS SHEET DO NOT REPRESENT THE FIXTURE TYPES FOR THE PROJECT, REFER TO PLUMBING DRAWINGS FOR ACTUAL FIXTURE TYPES . C N I , N O S T R E B O R L L E N N O C O 3 2 0 2 © ' 3 7 5 1 . 7 8 4 . 3 1 7 : f 3 8 5 1 7 8 4 3 1 7 . . : p 2 0 0 7 7 s a x e T , n o t s u o H , 0 0 3 1 e t i u S , m a l i M 0 0 7 3 5 4 6 . 4 2 2 . 0 1 2 : f 2 3 0 6 4 2 2 0 1 2 . . : p 9 0 2 8 7 s a x e T , i o n o t n A n a S , 0 0 3 e t i u S , y a w d a o r B 0 4 0 4 1 4 4 7 . 8 7 4 . 2 1 5 : f 6 8 2 7 8 7 4 2 1 5 . . : p 4 0 7 8 7 s a x e T , n i t s u A , 0 0 9 e t i u S , d a o R s g n i r p S n o t r a B 1 1 8 n i t s u A n o t s u o H i o n o t n A n a S S T N E M E V O R P M I I M U D A T S K R A P E S U O H 1 0 7 8 7 , X T , N I T S U A , D V L B K E E R C L A O H S 1 0 3 1 K P E S H 4 3 0 0 - 1 2 . D . S . I N I T S U A NO. DESCRIPTION 3 BP REVISION 01 01/21/24 Revisions: DATE 05/10/2024 Project No. 2033.00 CONTRACT DOCUMENTS TYPICAL SPACE LAYOUTS WITH ACCESSORIES AND EQUIPMENT A0.2 01/21/2025. C N I , N O S T R E B O R L L E N N O C O 3 2 0 2 © ' M A 3 4 : 6 1 : 0 1 5 2 0 2 / 1 2 / 1 t v r . I H C R A _ 1 e s a h P - k r a P e s u o H D S A _ 2 2 _ 0 0 . 3 3 0 2 / 1 e s a h P - s t n e m e v o r p m I i m u d a t S k r a P e s u o H D S A I / / : s c o D k s e d o t u A 205 " 2'-6 2 207 21'-5" 205 205 204 22'-4" " 1 1 - ' 2 204 205 BUILDING ABOVE " 8 / 1 2 - ' 3 UP 15'-6" 44'-0 1/4" 3 A2.1 201 202 210 DEMOLITION PLAN - EASTERN GRANDSTANDS 1 SCALE: 1" = 10'-0" DN DN 214 214 213 DEMOLITION PLAN - WESTERN GRANDSTANDS 2 SCALE: 1" = 10'-0" 205 3 A2.1 201 202 210 BUILDING ABOVE 205 201 202 210 201 202 3 212 210 211 EXISTING PRESS BOXES DEMO SECTION 3 SCALE: 1" = 10'-0" NOTE: REFERENCE CIVIL DEMO PLANS FOR CHANGES TO ADA PARKING GENERAL DEMOLITION NOTES 1. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, TOOLS, EQUIPMENT AND RELATED ITEMS REQUIRED TO COMPLETE THE DEMOLITION WORK AS INDICATED BT THE CONTRACT DOCUMENTS 2. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK, USING HIS BEST SKILL AND ATTENTION. HE SHALL BE SOLELY RESPONSIBLE FOR ALL DEMOLITION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES. AND FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT. 3. THE CONTRACTOR SHALL PAY FOR ALL PERMITS, FEES AND INSPECTIONS REQUIRED FOR THE EXECUTION OF THE WORK 4. SERVICE CONNECTIONS SHALL BE SAFELY REMOVED, CAPPED OR PLUGGED IN COMFORMITY WITH LOCAL LAWS AND ORDINANCES, REQUIREMENTS OF LOCAL UTILITY COMPANIES, AND THE NATIONAL BOARD OF FIRE UNDERWRITERS, AND IN SUCH MANNER AS TO NOT TO INTERFERE WITH USE OF THE OCCUPIED SPACES IN THE BUILDING 5. REMOVE ALL MISCELLANEOUS DEVICES AS REQUIED TO INSTALL NEW FINISHES, INCLUDED BUT NOT LIMITED TO PLUMBING FIXTURES, SIGNAGE, SWITCH PLATES, TELEVISION BRACKETS, WALL OUTLET COVERS, ETC. SAVE FOR REINSTALLATION AFTER COMPLETION OF FINISH WORK 6. CONTRACTOR TO COORDINATE WITH OWNER'S REPRESENTATIVE FOR ITEMS TO BE SALVAGED, INCLUDING BUT NOT LIMITED TO ICE MACHINE, VENDING MACHINES, AND ETC. 7. DASHED LINES INDICATE WALLS, DOORS, FIXTURES, CASEWORK, ETC. TO BE REMOVED IN THEIR ENTIRETY 8. ANY QUESTIONS CONCERNING OWNERSHIP OF SALVAGEABLE MATERIAL SHALL BE ANSWERED BY THE OWNER, OR THE OWNERS'S REPRESENTATIVE 9. INSTALL TEMPORARY DUST PARTITIONS WITH DOORS FOR CONSTRUCTION ACCESS AROUND AREAS OF WORK SO THAT OPERATIONS IN EXISTING ADJACENT AREAS REMAIN DUST FREE. MAINTAIN IN PLACE UNTIL COMPLETION OF CONSTRUCTION 10. IMMEDIATELY SEAL ALL PENETRATIONS IN EXISTING SLAB OPEN DURING DEMOLITION WITH FIRESTOPPING MATERIAL AND WATERPROOFING 11. SEAL ALL PENETRATIONS, NEW AND EXISTING, ABOVE CEILING AT FIRE RATED AND SMOKE PARTITIONS IN AREAS OF WORK AS REQUIRED TO MAINTAIN RATING 12. WEST PRESSBOX MAY BE USED UNTIL EAST PRESSBOX HAS BEEN COMPLETED. DEMO WEST PRESSBOX ONLY UPON COMPLETION OF EAST PRESSBOX. KEYNOTE LEGEND 201 REMOVE EXISTING PRESS BOX IN ITS ENTIRETY. 202 COORDINATE WITH OWNER ON ITEMS TO BE SALVAGED. 204 REMOVE AND SALVAGE EXISTING FENCE. 205 EXISTING FENCE TO REMAIN. 207 REMOVE EXISTING FENCE.SALVAGE HORIZONTAL POST AND SCREEN. 210 REMOVE EXISTING FILM DECK AND RETURN TO OWNER. SALVAGE DECK AND PIPE SUPPORT SYSTEM. PATCH POST PENETRATION AT CONCRETE. 211 REMOVE EXISTING RAMP AND RAILINGS. INSTALL NEW CONCRETE PAVING AND RETAINING WALL. RE: CIVIL 212 REMOVE EXISTING FENCE. SALVAGE HORIZONTAL POST AND SCREEN. SEE 2/A1.2 FOR EXTENT OF FENCE REMOVAL. 213 REMOVE EXISTING SIDEWALK AND ACCESS RAMP. RE: CIVIL 214 REMOVING EXISTING ACCESS RAMP. RE: CIVIL . C N I , N O S T R E B O R L L E N N O C O 3 2 0 2 © ' 3 7 5 1 . 7 8 4 . 3 1 7 : f 3 8 5 1 7 8 4 3 1 7 . . : p 2 0 0 7 7 s a x e T , n o t s u o H , 0 0 3 1 e t i u S , m a l i M 0 0 7 3 5 4 6 . 4 2 2 . 0 1 2 : f 2 3 0 6 4 2 2 0 1 2 . . : p 9 0 2 8 7 s a x e T , i o n o t n A n a S , 0 0 3 e t i u S , y a w d a o r B 0 4 0 4 1 4 4 7 . 8 7 4 . 2 1 5 : f 6 8 2 7 8 7 4 2 1 5 . . : p 4 0 7 8 7 s a x e T , n i t s u A , 0 0 9 e t i u S , d a o R s g n i r p S n o t r a B 1 1 8 n i t s u A n o t s u o H i o n o t n A n a S S T N E M E V O R P M I I M U D A T S K R A P E S U O H 1 0 7 8 7 , X T , N I T S U A , D V L B K E E R C L A O H S 1 0 3 1 K P E S H 4 3 0 0 - 1 2 . D . S . I N I T S U A KEY PLAN N N TRUE NORTH PLAN NORTH NO. DESCRIPTION 3 BP REVISION 01 01/21/24 Revisions: DATE 05/10/2024 Project No. 2033.00 CONTRACT DOCUMENTS DEMOLITION PLAN A2.1 01/21/20251 2 3 3.2 4 5 6 7 20'-1" 17'-9 1/2" 2'-0" 11'-10" 8'-1" 12'-8" 9'-1" " 8 2 1'-1 5/1 303 " 3'-4 G1 " 6 5 7/2 1 7'-4 1 S1 302 21'-6" 301 2'-6" 2 SA SB SC 1 A8.5 S2 302 STAIR S2 265 SF UP ||R5-1|| 302 316 3 1 A4.4 A4.4 161.00° 21'-2" 318 2 A4.4 1 A4.5 2 A4.5 23'-9 1/2" 320 9'-0" 6'-0" 6" 16'-6 3/8" 9 1/2" 2 A6.9 1 A8.7 302 1 A8.4 " 8 / 7 0 - ' 7 " 8 / 7 6 - ' 5 302 ||R5-1|| UP 1 A8.6 3 A8.6 4 A6.9 302 " 8 / 5 1 1 " 8 / 7 2 - ' 7 3 3 A6.9 7'-6" 2 A4.8 300 1 F 3 8" COLUMN BASE " 2 / 1 2 - ' 8 FIRE RISER F1 ELEVATOR E1 7'-2 3/4" 2 A4.7 UP STAIR S1 198 SF 3'-5 7/8" 13'-0 1/2" 9 1/2" 316 317 EXISTING GRANDSTANDS 316 317 . C N I , N O S T R E B O R L L E N N O C O 3 2 0 2 © ' M A 4 4 : 6 1 : 0 1 5 2 0 2 / 1 2 / 1 t v r . I H C R A _ 1 e s a h P - k r a P e s u o H D S A _ 2 2 _ 0 0 . 3 3 0 2 / 1 e s a h P - s t n e m e v o r p m I i m u d a t S k r a P e s u o H D S A I / / : s c o D k s e d o t u A A 302 9'-5" B C D SAFE ACCESS LEVEL PLAN 1 SCALE: 1/4" = 1'-0" GENERAL FLOOR PLAN NOTES 1. GENERAL PLAN NOTES APPLY TO ALL FLOOR PLANS. 2. ALL STUD PARTITIONS SHALL BE TYPE SA UNLESS NOTED OTHERWISE. 3. REFER TO SHEET A0.2 FOR ACCESSORIES AND SPACE TYPES SHOWN ON PLANS AS <###> 4. FLOOR PLAN DIMENSIONS ARE TO THE FINISHED FACE OF PARTITIONS UNLESS NOTED OTHERWISE 5. REFER TO SHEET A7.1 FOR PARTITION TYPES 6. REFER TO A10 SERIES FOR INTERIOR ELEVATION TAGS. KEYNOTE LEGEND 300 KNOX BOX, CFCI 301 NEW CHAIN LINK FENCE. REUSE SALVAGE HORIZONTAL POSTS AND SCREENS AS APPLICABLE. 302 PREFINISHED METAL DOWNSPOUT 303 NEW CHAIN LINK FENCE POST. TYP. 316 LINE OF BUILDING ABOVE 317 LINE OF GRANDSTAND ABOVE 318 LINE OF BRIDGE ABOVE 320 LINE OF CANOPY ABOVE 1 A4.6 1 A4.7 1 A4.8 " 4 - ' 6 " 0 - ' 1 " 0 - ' 0 1 " 0 - ' 6 1 " 6 - ' 7 A B C D 316 . C N I , N O S T R E B O R L L E N N O C O 3 2 0 2 © ' 3 7 5 1 . 7 8 4 . 3 1 7 : f 3 8 5 1 7 8 4 3 1 7 . . : p 2 0 0 7 7 s a x e T , n o t s u o H , 0 0 3 1 e t i u S , m a l i M 0 0 7 3 5 4 6 . 4 2 2 . 0 1 2 : f 2 3 0 6 4 2 2 0 1 2 . . : p 9 0 2 8 7 s a x e T , i o n o t n A n a S , 0 0 3 e t i u S , y a w d a o r B 0 4 0 4 1 4 4 7 . 8 7 4 . 2 1 5 : f 6 8 2 7 8 7 4 2 1 5 . . : p 4 0 7 8 7 s a x e T , n i t s u A , 0 0 9 e t i u S , d a o R s g n i r p S n o t r a B 1 1 8 n i t s u A n o t s u o H i o n o t n A n a S S T N E M E V O R P M I I M U D A T S K R A P E S U O H 1 0 7 8 7 , X T , N I T S U A , D V L B K E E R C L A O H S 1 0 3 1 K P E S H 4 3 0 0 - 1 2 . D . S . I N I T S U A KEY PLAN N N TRUE NORTH PLAN NORTH NO. DESCRIPTION 3 BP REVISION 01 01/21/24 Revisions: DATE 05/10/2024 Project No. 2033.00 CONTRACT DOCUMENTS FLOOR PLAN A3.0 01/21/2025. C N I , N O S T R E B O R L L E N N O C O 3 2 0 2 © ' M A 4 4 : 6 1 : 0 1 5 2 0 2 / 1 2 / 1 t v r . I H C R A _ 1 e s a h P - k r a P e s u o H D S A _ 2 2 _ 0 0 . 3 3 0 2 / 1 e s a h P - s t n e m e v o r p m I i m u d a t S k r a P e s u o H D S A I / / : s c o D k s e d o t u A S1 SA SB SC 3 5/8" 10'-2 3/8" 21'-2" STAIR S2 UP 265 SF 1 A8.5 S2 11 1/8" 17'-9 1/2" 2'-0" 11'-10" 8'-1" 12'-8" 9'-1" 2 3 3.2 4 5 6 7 2 A4.4 1 A4.5 2 A4.5 331 " 4 / 3 1 1 1'-0" 8" 3'-0" 4" 3'-0" 4" 3'-0" 4" 3'-0" " 4 / 3 4 316 2 A4.8 1 A8.7 2 A8.4 " 4 / 3 9 1'-2" 304 3 FIRE RISER F1 8W1 ELEVATOR E1 64 SF " 4 / 1 5 - ' 7 3'-4" 4'-0" 318 " 0 - ' 0 1 " 8 / 1 0 - ' 3 1 UP STAIR S1 198 SF 2 A4.7 3 A4.4 1 A4.4 20'-1" 22'-2 1/8" 20'-6 5/8" 8'-1" " 7 - ' 7 1 " 8 / 5 3 - ' 6 " 8 / 5 3 - ' 6 9 1/8" FEC " 8 / 1 4 " 0 - ' 3 " 4 " 0 - ' 3 " 4 " 0 - ' 3 " 4 " 0 - ' 3 G2 " 4 " 2 / 1 2 - ' 9 1 332 " 8 / 1 1 1 - ' 1 3 1/2" A B C D " 8 / 3 7 - ' 7 EQUIPMENT PLATFORM 001 663 SF 3 " 8 / 5 6 - ' 2 3 " 0 - ' 6 1 305 334 332 " 8 / 7 1 1 - ' 1 1 " 4 " 0 1 - ' 9 1 331 " 0 - ' 3 " 4 " 0 - ' 3 " 4 " 0 - ' 3 " 4 " 0 - ' 3 " 4 " 0 - ' 3 " 4 " 0 - ' 3 " 6 316 21'-7 1/2" 22'-2 1/8" 3 1/8" 317 EXISTING GRANDSTANDS 316 317 3 1 EQUIPMENT PLATFORM LEVEL SCALE: 1/4" = 1'-0" GENERAL FLOOR PLAN NOTES 1. GENERAL PLAN NOTES APPLY TO ALL FLOOR PLANS. 2. ALL STUD PARTITIONS SHALL BE TYPE SA UNLESS NOTED OTHERWISE. 3. REFER TO SHEET A0.2 FOR ACCESSORIES AND SPACE TYPES SHOWN ON PLANS AS <###> 4. FLOOR PLAN DIMENSIONS ARE TO THE FINISHED FACE OF PARTITIONS UNLESS NOTED OTHERWISE 5. REFER TO SHEET A7.1 FOR PARTITION TYPES 6. REFER TO A10 SERIES FOR INTERIOR ELEVATION TAGS. KEYNOTE LEGEND 304 STEEL LADDER 305 CHAIN LINK GATE FOR EQUIPMENT DROP OFF 316 LINE OF BUILDING ABOVE 317 LINE OF GRANDSTAND ABOVE 318 LINE OF BRIDGE ABOVE 331 FORMED PERFORATED ALUMINUM PANEL 332 CHAIN LINK FENCE 334 6' CHAIN LINK SAFETY GATE FEC FIRE EXTINGUISHER CABINET FE WALL-MOUNT FIRE EXTINGUISHER A B C D " 0 - ' 0 1 " 0 - ' 6 1 " 6 - ' 7 1 A4.7 316 1 A4.8 . C N I , N O S T R E B O R L L E N N O C O 3 2 0 2 © ' 3 7 5 1 . 7 8 4 . 3 1 7 : f 3 8 5 1 7 8 4 3 1 7 . . : p 2 0 0 7 7 s a x e T , n o t s u o H , 0 0 3 1 e t i u S , m a l i M 0 0 7 3 5 4 6 . 4 2 2 . 0 1 2 : f 2 3 0 6 4 2 2 0 1 2 . . : p 9 0 2 8 7 s a x e T , i o n o t n A n a S , 0 0 3 e t i u S , y a w d a o r B 0 4 0 4 1 4 4 7 . 8 7 4 . 2 1 5 : f 6 8 2 7 8 7 4 2 1 5 . . : p 4 0 7 8 7 s a x e T , n i t s u A , 0 0 9 e t i u S , d a o R s g n i r p S n o t r a B 1 1 8 n i t s u A n o t s u o H i o n o t n A n a S S T N E M E V O R P M I I M U D A T S K R A P E S U O H 1 0 7 8 7 , X T , N I T S U A , D V L B K E E R C L A O H S 1 0 3 1 K P E S H 4 3 0 0 - 1 2 . D . S . I N I T S U A KEY PLAN N N TRUE NORTH PLAN NORTH NO. DESCRIPTION 3 BP REVISION 01 01/21/24 Revisions: DATE 05/10/2024 Project No. 2033.00 CONTRACT DOCUMENTS FLOOR PLAN A3.1 01/21/2025. C N I , N O S T R E B O R L L E N N O C O 3 2 0 2 © ' M A 8 4 : 6 1 : 0 1 5 2 0 2 / 1 2 / 1 t v r . I H C R A _ 1 e s a h P - k r a P e s u o H D S A _ 2 2 _ 0 0 . 3 3 0 2 / 1 e s a h P - s t n e m e v o r p m I i m u d a t S k r a P e s u o H D S A I / / : s c o D k s e d o t u A S1 SA SB SC 3 5/8" 10'-6" STAIR S2 265 SF UP 1 2 3 3.2 4 5 6 7 2 A4.4 1 A4.5 2 A4.5 2 A8.5 S2 11 5/8" 20'-1" 17'-9 1/2" 2'-0" 11'-10" 8'-1" 12'-8" 9'-1" 10 7/8" 51'-10 5/8" 20'-7 5/8" 10'-10 3/4" 83'-5" 2 A4.8 2 A8.7 4 A8.4 3'-4" 4'-0" 3'-4" 4'-0" B 3'-4" 319 1 0 9 . 0 0 ° " 2 / 1 6 - ' 4 3 100.2 4'-0" 11 5/8" " 4 / 1 5 - ' 7 2 " 4 / 1 7 - ' 2 3 M 321 TR1 RESTROOM 110 67 SF 321 TR1 RESTROOM 111 M 4'-7" 1'-5" ELEVATOR E1 64 SF 5 A6.9 1 0 9 . 0 0 ° MECH/ELEC 108 166 SF " 8 / 1 4 - ' 3 505' - 0" " 3 - ' 9 " 3 - ' 9 7'-5" <MS1> 4'-7" 1'-5" 8 0 1 JANITOR 109 25 SF 0 1 1 3 7'-11" TA-19 1 1 1 321 7'-11" SB M2 " 8 / 1 6 6 1/8" 6 1/8" 9 0 1 CORRIDOR 100 437 SF " 4 / 1 7 <EWC4> 8Wx 320 320 7 1/4" 5 0 1 ? FEC 4 0 1 UP UP 319 STAIR S1 198 SF . 1 0 0 1 2 A4.7 M2 101 16'-11" 1 A6.9 AL5 2 0 1 10'-0 1/4" STORAGE 112 92 SF " 8 / 5 0 - ' 1 1 320 2 1 1 SIM 5 A6.3 3 A4.4 1 A4.4 22'-3" 305 304 " 8 / 1 8 - ' 5 " 5 - ' 4 " 8 / 3 0 1 - ' 5 " 8 / 3 1 - ' 5 1 TYP 6 A6.3 314 " ||R2-SS|| 1 1 - ' 4 1 506' - 6" 4'-10" 506' - 6" BROADCASTING 105 122 SF " 8 / 3 1 - ' 5 1 ANNOUNCER/SPOTTER 104 122 SF 6 1/8" M2 TYP OH 6 A6.3 4'-6" 5'-3 7/8" 7'-2 3/4" 3'-11 1/8" 8'-10 1/2" 8'-6 1/8" AL1 AL4 CW3 " 4 / 1 9 - ' 9 FILM DECK 103 104 SF CW3 AL4 CW3 " 2 - ' 5 " 7 - ' 1 AL4 " 6 - ' 2 12'-8" 8'-10 5/8" 3 0 1 TYP 6 A6.3 " 4 / 1 9 - ' 4 1 BROADCASTING 102 121 SF M2 312 7 0 1 M SCOUT 107 119 SF 1'-7" MIN 21 A11.1 ||R1-SS|| 19 A11.1 " 4 / 1 8 - ' 5 19 A11.1 ||R1-SS|| PRESS 106 153 SF 21 A11.1 314 ||R2-SS|| 6 0 1 " 8 / 3 6 - ' 3 1 R " 7 - ' 1 SIM 10 A6.3 " 7 - ' 1 CW1 39'-8 3/4" VIEWING 101 454 SF 22'-1 5/8" SF2 SIM OH SIM CW5 TYP TYP TYP 9 9 9 A6.3 A6.3 A6.3 SIM 10 A6.3 5 A6.8 83'-5" SIM 10 A6.3 11'-8 3/4" TYP 9 A6.3 31'-11 1/2" SIM 10 A6.3 EXISTING GRANDSTANDS A C D " 8 / 7 0 1 " 0 - ' 0 1 " 2 / 1 6 - ' 2 3 " 0 - ' 6 1 SF1 " 6 - ' 7 " 8 / 3 0 1 - ' 1 1 A4.6 1 A4.7 1 A4.8 A B C D FIRST FLOOR OVERALL FLOOR PLAN 1 SCALE: 1/4" = 1'-0" GENERAL FLOOR PLAN NOTES 1. GENERAL PLAN NOTES APPLY TO ALL FLOOR PLANS. 2. ALL STUD PARTITIONS SHALL BE TYPE SA UNLESS NOTED OTHERWISE. 3. REFER TO SHEET A0.2 FOR ACCESSORIES AND SPACE TYPES SHOWN ON PLANS AS <###> 4. FLOOR PLAN DIMENSIONS ARE TO THE FINISHED FACE OF PARTITIONS UNLESS NOTED OTHERWISE 5. REFER TO SHEET A7.1 FOR PARTITION TYPES 6. REFER TO A10 SERIES FOR INTERIOR ELEVATION TAGS. KEYNOTE LEGEND 304 STEEL LADDER 305 FLOOR HATCH WITH REMOVABLE GUARDRAILS 312 FLAT PANEL DISPLAY 314 18" RAISED PLATFORM WITH STAIRS AND RAILINGS 315 FOLDING COUNTERTOP 319 CARD READER 320 FURNISH AND INSTALL FIRE RATED WALL LABELS ABOVE CEILING ALONG ALL FIRE RATED WALLS. SEE GENERAL PARTITION NOTES - NOTE 4 ON SHEET A7.1 FOR DETAILS. 321 12" X 12" ACCESS PANEL FEC FIRE EXTINGUISHER CABINET FE WALL-MOUNT FIRE EXTINGUISHER . C N I , N O S T R E B O R L L E N N O C O 3 2 0 2 © ' 3 7 5 1 . 7 8 4 . 3 1 7 : f 3 8 5 1 7 8 4 3 1 7 . . : p 2 0 0 7 7 s a x e T , n o t s u o H , 0 0 3 1 e t i u S , m a l i M 0 0 7 3 5 4 6 . 4 2 2 . 0 1 2 : f 2 3 0 6 4 2 2 0 1 2 . . : p 9 0 2 8 7 s a x e T , i o n o t n A n a S , 0 0 3 e t i u S , y a w d a o r B 0 4 0 4 1 4 4 7 . 8 7 4 . 2 1 5 : f 6 8 2 7 8 7 4 2 1 5 . . : p 4 0 7 8 7 s a x e T , n i t s u A , 0 0 9 e t i u S , d a o R s g n i r p S n o t r a B 1 1 8 n i t s u A n o t s u o H i o n o t n A n a S S T N E M E V O R P M I I M U D A T S K R A P E S U O H 1 0 7 8 7 , X T , N I T S U A , D V L B K E E R C L A O H S 1 0 3 1 K P E S H 4 3 0 0 - 1 2 . D . S . I N I T S U A KEY PLAN KEY PLAN N N TRUE NORTH PLAN NORTH Revisions: DATE NO. DESCRIPTION 06/19/24 ADDENDUM 1 ADDENDUM 2 12/02/24 BP REVISION 01 01/21/24 1 2 3 05/10/2024 Project No. 2033.00 CONTRACT DOCUMENTS FLOOR PLAN A3.2 01/21/2025. C N I , N O S T R E B O R L L E N N O C O 3 2 0 2 © ' M A 2 5 : 6 1 : 0 1 5 2 0 2 / 1 2 / 1 t v r . I H C R A _ 1 e s a h P - k r a P e s u o H D S A _ 2 2 _ 0 0 . 3 3 0 2 / 1 e s a h P - s t n e m e v o r p m I i m u d a t S k r a P e s u o H D S A I / / : s c o D k s e d o t u A S1 SA SB SC 3 5/8" 511' - 2 5/8" 10'-6" 6 A8.5 S2 STAIR S2 518' - 0" 3'-4" 4'-0" 3'-4" 4'-0" B 3'-4" 1 3 3.2 4 5 6 7 2 A4.4 1 A4.5 2 A4.5 A4.4 3 1 A4.4 2 41'-10" 11 5/8" 20'-1" 17'-9 1/2" 10'-0 3/4" 11'-10" 20'-7 3/4" 1'-1 3/4" 8'-1" 12'-8" 83'-5" 2'-0" 2 A4.8 3 A8.7 5 A8.4 4'-7 1/2" 1 . 0 0 2 TR1 321 RESTROOM 210 TR1 321 RESTROOM 211 ELEVATOR E1 4'-7" 1'-5" 4'-7" 1'-5" FE M2 " 8 / 1 6 0 1 2 3 TA-19 1 1 2 7'-6 1/8" M2 319 9 0 2 6 1/8" 6 1/8" M 321 6 1/8" " 8 / 1 6 <EWC4> 320 AL8 STAIR S1 UP 319 2 A4.7 201 2'-0 1/8" 1'-2" 320 FEC SIM 1 A6.9 AL7 AL6 CORRIDOR 200 3'-7" ||R1-SS|| 19 A11.1 314 A11.1 21 ||R2-SS|| TEAM 204 3'-2" M 3'-4 7/8" 7 1/8" 3'-2 5/8" 519' - 6" AL2 7'-1 3/4" CATERING 202 " 7 - ' 3 310 309 " 1 7'-0" M 1" 7'-4" 308 307 AL3 M M 13'-10" " 8 - ' 4 1 0 9 . 0 0 ° 5 A6.9 " 8 / 3 0 - ' 1 1 8 0 2 MECH/ELEC 208 304 7'-7 3/8" 8'-0 1/8" CONCRETE CURB MDF 209 200.2 4 A6.10 319 4'-0" " 7 - ' 8 2 " 4 / 1 0 - ' 4 3 TYP 6 A6.3 " 4 / 1 2 - ' 6 1 TEAM 207 SCOREBOARD PRODUCTION 206 518' - 0" 10'-7 1/2" ||R2-SS|| 314 21 A11.1 3'-7" ||R1-SS|| 19 A11.1 519' - 6" " 2 - ' 7 " 4 / 1 6 - ' 4 " 0 - ' 3 " 6 - ' 1 " 4 / 1 2 - ' 6 1 AL1 3'-0 7/8" 7'-1 3/4" " 4 / 1 5 - ' 5 CW4 " 6 - ' 2 " 4 / 3 0 1 - ' 8 " 8 / 3 0 - ' 1 1 " 8 / 3 0 1 - ' 5 SCOREBOARD OPERATORS 205 " 4 / 1 2 - ' 6 1 M AL2 " 6 - ' 1 A C D 7 0 2 9'-0 5/8" 6 0 2 5 0 2 7'-2 1/2" 10'-11 1/2" 4 0 2 3 0 2 5'-0 1/8" 4'-6" 3'-8 5/8" 3'-8 5/8" 3'-8 5/8" 4'-5 1/4" 4'-5 1/4" 4'-5 1/2" 4'-5 1/2" 4'-6 1/8" 4'-6 1/8" 4'-5 1/4" EXISTING GRANDSTANDS 3 A6.3 TYP 9 A6.3 CW2 TYP 6 A6.3 9'-8 7/8" 9'-1" 326 " 8 / 1 1 1 ||R6-GS|| PATIO 212 " 0 - ' 1 / " 4 / 1 SF3 SIM OH 3 A6.3 312 320 2 1 2 | | S G - 6 R | | " 0 - ' 0 1 326 MULTI USE 201 22'-1 1/2" SF5 " 0 - ' 6 1 SF4 312 " 6 - ' 7 TYP 8 A6.3 1 A4.6 1 A4.7 1 A4.8 A B C D SECOND FLOOR OVERALL FLOOR PLAN 1 SCALE: 1/4" = 1'-0" GENERAL FLOOR PLAN NOTES 1. GENERAL PLAN NOTES APPLY TO ALL FLOOR PLANS. 2. ALL STUD PARTITIONS SHALL BE TYPE SA UNLESS NOTED OTHERWISE. 3. REFER TO SHEET A0.2 FOR ACCESSORIES AND SPACE TYPES SHOWN ON PLANS AS <###> 4. FLOOR PLAN DIMENSIONS ARE TO THE FINISHED FACE OF PARTITIONS UNLESS NOTED OTHERWISE 5. REFER TO SHEET A7.1 FOR PARTITION TYPES 6. REFER TO A10 SERIES FOR INTERIOR ELEVATION TAGS. KEYNOTE LEGEND 304 <varies> 306 36"X60" WORK TABLE 307 HOT BOX, O.F.C.I. 308 RERIGERATOR, O.F.C.I. 309 UNDERCOUNTER ICEMAKER, O.F.C.I. 310 18" X 30" WALL SHELF 312 FLAT PANEL DISPLAY 314 18" RAISED PLATFORM WITH STAIRS AND RAILINGS 319 CARD READER 320 FURNISH AND INSTALL FIRE RATED WALL LABELS ABOVE CEILING ALONG ALL FIRE RATED WALLS. SEE GENERAL PARTITION NOTES - NOTE 4 ON SHEET A7.1 FOR DETAILS. 321 12" X 12" ACCESS PANEL 326 GUARDRAIL - GLAZED FEC FIRE EXTINGUISHER CABINET FE WALL-MOUNT FIRE EXTINGUISHER 327 327 EXPOSED COLUMN - COAT WITH 50 MIL AEROLON. EXTEND AEROLON COATING 18-INCHES BELOW STRUCTURAL DECK AND 18-INCHES ABOVE SOFFIT . C N I , N O S T R E B O R L L E N N O C O 3 2 0 2 © ' 3 7 5 1 . 7 8 4 . 3 1 7 : f 3 8 5 1 7 8 4 3 1 7 . . : p 2 0 0 7 7 s a x e T , n o t s u o H , 0 0 3 1 e t i u S , m a l i M 0 0 7 3 5 4 6 . 4 2 2 . 0 1 2 : f 2 3 0 6 4 2 2 0 1 2 . . : p 9 0 2 8 7 s a x e T , i o n o t n A n a S , 0 0 3 e t i u S , y a w d a o r B 0 4 0 4 1 4 4 7 . 8 7 4 . 2 1 5 : f 6 8 2 7 8 7 4 2 1 5 . . : p 4 0 7 8 7 s a x e T , n i t s u A , 0 0 9 e t i u S , d a o R s g n i r p S n o t r a B 1 1 8 n i t s u A n o t s u o H i o n o t n A n a S S T N E M E V O R P M I I M U D A T S K R A P E S U O H 1 0 7 8 7 , X T , N I T S U A , D V L B K E E R C L A O H S 1 0 3 1 K P E S H 4 3 0 0 - 1 2 . D . S . I N I T S U A KEY PLAN KEY PLAN N N TRUE NORTH PLAN NORTH Revisions: DATE NO. DESCRIPTION 06/19/24 ADDENDUM 1 ADDENDUM 2 12/02/24 BP REVISION 01 01/21/24 1 2 3 05/10/2024 Project No. 2033.00 CONTRACT DOCUMENTS FLOOR PLAN A3.3 01/21/2025ROOF 531' - 0" SECOND FLOOR F.F. 518' - 0" FIRST FLOOR F.F. 505' - 0" T.O. EXISTING GRANDSTANDS 500' - 10 7/8" SAFE ACCESS LEVEL 482' - 6" FLOODPLAIN 481' - 5 1/4" GRADE 474' - 4 7/8" 3 EQUIPMENT PLATFORM 493' - 0" 1 A4.2 9'-11 3/4" ROOF 531' - 0" SECOND FLOOR F.F. 518' - 0" FIRST FLOOR F.F. 505' - 0" EQUIPMENT PLATFORM 493' - 0" 3 SAFE ACCESS LEVEL 482' - 6" FLOODPLAIN 481' - 5 1/4" ROOF 531' - 0" SECOND FLOOR F.F. 518' - 0" FIRST FLOOR F.F. 505' - 0" " 0 - ' 4 3 EQUIPMENT PLATFORM 493' - 0" SAFE ACCESS LEVEL 482' - 6" FLOODPLAIN 481' - 5 1/4" . C N I , N O S T R E B O R L L E N N O C O 3 2 0 2 © ' M A 9 0 : 7 1 : 0 1 5 2 0 2 / 1 2 / 1 t v r . I H C R A _ 1 e s a h P - k r a P e s u o H D S A _ 2 2 _ 0 0 . 3 3 0 2 / 1 e s a h P - s t n e m e v o r p m I i m u d a t S k r a P e s u o H D S A I / / : s c o D k s e d o t u A NOTE: THIS VIEW TO BE USED FOR REFERENCE ONLY. NOT TO BE USED FOR CONSTRUCTION. OVERALL SOUTH EXTERIOR ELEVATION 1 SCALE: 1/16" = 1'-0" 1 A4.4 2 A4.4 1 A4.5 2 A4.5 1 A4.8 1 A4.7 2 A4.7 1 A4.6 1 327 2 3 3.2 4 5 6 326 7 D C B A 326 TYP. 328 25'-5 3/8" 27'-2 3/8" 321 330 17'-9 1/2" ||R6-GS|| 322 302 1 A4.4 TYP. 328 333 333 333 302 329 329 331 321 302 BOS ||R6-GS|| TYP. 328 TYP. 328 " 0 - ' 4 ROOF 531' - 0" SECOND FLOOR F.F. 518' - 0" FIRST FLOOR F.F. 505' - 0" " 0 - ' 4 3 EQUIPMENT PLATFORM 493' - 0" BOS SAFE ACCESS LEVEL 482' - 6" FLOODPLAIN 481' - 5 1/4" " 0 - ' 9 333 SOFFIT " 0 ROOF 531' - 0" SECOND FLOOR F.F. 518' - 0" FIRST FLOOR F.F. 505' - 0" SAFE ACCESS LEVEL 482' - 6" FLOODPLAIN 481' - 5 1/4" SOUTH EXTERIOR ELEVATION 2 SCALE: 1/8" = 1'-0" EAST EXTERIOR ELEVATION 3 SCALE: 1/8" = 1'-0" 2 A4.5 6 1 A4.5 2 A4.4 322 7 5 4 3.2 3 2 1 335 334 326 334 335 324 320 322 327 3 A4.2 1 A4.6 2 A4.7 1 A4.7 1 A4.8 A B C D 326 327 NORTH EXTERIOR ELEVATION 4 SCALE: 1/8" = 1'-0" WEST EXTERIOR ELEVATION 5 SCALE: 1/8" = 1'-0" EXTERIOR MATERIAL LEGEND METAL PANEL TYPE 1 METAL PANEL TYPE 2 METAL PANEL TYPE 1 METAL PANEL TYPE 2 BRICK WIRE MESH PERFORATED ALUMINUM PANEL DIRECT APPLIED FINISH KEYNOTE LEGEND 302 PREFINISHED METAL DOWNSPOUT 320 ROOF HATCH 321 ROOF HORIZONTAL LIFELINE 322 PREFINISHED METAL GUTTER, SLOPE GUTTER TO DOWNSPOUT 324 ROOF LIFELINE ANCHOR 326 METAL COPING 327 METAL GRAVEL STOP EDGE 328 METAL PANEL DEFLECTION JOINT, RE: STRUCTURAL 329 MASONRY RELIEF ANGLE 330 24" ALUMINUM LETTERS. 331 FORMED PERFORATED ALUMINUM PANEL 332 CHAIN LINK FENCE 333 WALL PACK RE: MEP 334 OVERFLOW SCUPPER 335 CONDUCTOR HEAD AND PRIMARY SCUPPER . C N I , N O S T R E B O R L L E N N O C O 3 2 0 2 © ' 3 7 5 1 . 7 8 4 . 3 1 7 : f 3 8 5 1 7 8 4 3 1 7 . . : p 2 0 0 7 7 s a x e T , n o t s u o H , 0 0 3 1 e t i u S , m a l i M 0 0 7 3 5 4 6 . 4 2 2 . 0 1 2 : f 2 3 0 6 4 2 2 0 1 2 . . : p 9 0 2 8 7 s a x e T , i o n o t n A n a S , 0 0 3 e t i u S , y a w d a o r B 0 4 0 4 1 4 4 7 . 8 7 4 . 2 1 5 : f 6 8 2 7 8 7 4 2 1 5 . . : p 4 0 7 8 7 s a x e T , n i t s u A , 0 0 9 e t i u S , d a o R s g n i r p S n o t r a B 1 1 8 n i t s u A n o t s u o H i o n o t n A n a S S T N E M E V O R P M I I M U D A T S K R A P E S U O H 1 0 7 8 7 , X T , N I T S U A , D V L B K E E R C L A O H S 1 0 3 1 K P E S H 4 3 0 0 - 1 2 . D . S . I N I T S U A EQUIPMENT PLATFORM 493' - 0" 3 BOS 332 331 / 5 A 4 1 . NO. DESCRIPTION 3 BP REVISION 01 01/21/24 Revisions: DATE . 1 4 A 3 / KEY PLAN 4/A4.1 2/A4.1 1/A4.1 N N TRUE NORTH PLAN NORTH 05/10/2024 Project No. 2033.00 CONTRACT DOCUMENTS EXTERIOR ELEVATIONS A4.1 01/21/2025" 6 - ' 2 " 0 - ' 4 " 6 - ' 3 BOS BOS BOS . C N I , N O S T R E B O R L L E N N O C O 3 2 0 2 © ' M A 8 1 : 7 1 : 0 1 5 2 0 2 / 1 2 / 1 t v r . I H C R A _ 1 e s a h P - k r a P e s u o H D S A _ 2 2 _ 0 0 . 3 3 0 2 / 1 e s a h P - s t n e m e v o r p m I i m u d a t S k r a P e s u o H D S A I / / : s c o D k s e d o t u A S1 S2 S2 S1 SA SB SC 5 A8.5 5 A8.5 SC SB SA 10'-6" 3'-4" 4'-0" 3'-4" 4'-0" 3'-4" 4'-0" 1 . 4 A / 2 ROOF 531' - 0" 1 . 4 A / 4 322 ROOF 531' - 0" ROOF 531' - 0" ROOF 531' - 0" 322 302 SECOND FLOOR F.F. 518' - 0" SECOND FLOOR F.F. 518' - 0" SECOND FLOOR F.F. 518' - 0" SECOND FLOOR F.F. 518' - 0" FIRST FLOOR F.F. 505' - 0" FIRST FLOOR F.F. 505' - 0" FIRST FLOOR F.F. 505' - 0" FIRST FLOOR F.F. 505' - 0" 302 302 3 EQUIPMENT PLATFORM 493' - 0" SAFE ACCESS LEVEL 482' - 6" FLOODPLAIN 481' - 5 1/4" EQUIPMENT PLATFORM 493' - 0" 3 EQUIPMENT PLATFORM 493' - 0" 3 EQUIPMENT PLATFORM 493' - 0" 3 SAFE ACCESS LEVEL 482' - 6" FLOODPLAIN 481' - 5 1/4" SAFE ACCESS LEVEL 482' - 6" FLOODPLAIN 481' - 5 1/4" SAFE ACCESS LEVEL 482' - 6" FLOODPLAIN 481' - 5 1/4" SOUTH S3 ELEVATION 1 SCALE: 1/4" = 1'-0" NORTH S3 ELEVATION 3 SCALE: 1/4" = 1'-0" WEST S2 ELEVATION 4 SCALE: 1/4" = 1'-0" EAST S3 ELEVATION 2 SCALE: 1/4" = 1'-0" . C N I , N O S T R E B O R L L E N N O C O 3 2 0 2 © ' 3 7 5 1 . 7 8 4 . 3 1 7 : f 3 8 5 1 7 8 4 3 1 7 . . : p 2 0 0 7 7 s a x e T , n o t s u o H , 0 0 3 1 e t i u S , m a l i M 0 0 7 3 5 4 6 . 4 2 2 . 0 1 2 : f 2 3 0 6 4 2 2 0 1 2 . . : p 9 0 2 8 7 s a x e T , i o n o t n A n a S , 0 0 3 e t i u S , y a w d a o r B 0 4 0 4 1 4 4 7 . 8 7 4 . 2 1 5 : f 6 8 2 7 8 7 4 2 1 5 . . : p 4 0 7 8 7 s a x e T , n i t s u A , 0 0 9 e t i u S , d a o R s g n i r p S n o t r a B 1 1 8 n i t s u A n o t s u o H i o n o t n A n a S S T N E M E V O R P M I I M U D A T S K R A P E S U O H 1 0 7 8 7 , X T , N I T S U A , D V L B K E E R C L A O H S 1 0 3 1 K P E S H 4 3 0 0 - 1 2 . D . S . I N I T S U A EXTERIOR MATERIAL LEGEND METAL PANEL TYPE 1 METAL PANEL TYPE 2 METAL PANEL TYPE 1 METAL PANEL TYPE 2 BRICK WIRE MESH PERFORATED ALUMINUM PANEL DIRECT APPLIED FINISH KEYNOTE LEGEND 302 PREFINISHED METAL DOWNSPOUT 320 ROOF HATCH 321 ROOF HORIZONTAL LIFELINE 322 PREFINISHED METAL GUTTER, SLOPE GUTTER TO DOWNSPOUT 324 ROOF LIFELINE ANCHOR 326 METAL COPING 327 METAL GRAVEL STOP EDGE 328 METAL PANEL DEFLECTION JOINT, RE: STRUCTURAL 329 MASONRY RELIEF ANGLE 330 24" ALUMINUM LETTERS. 331 FORMED PERFORATED ALUMINUM PANEL 332 CHAIN LINK FENCE 333 WALL PACK RE: MEP 334 OVERFLOW SCUPPER 335 CONDUCTOR HEAD AND PRIMARY SCUPPER KEY PLAN 4/A 4.2 3/A4.2 4.2 2/A 1/A4.2 NO. DESCRIPTION 3 BP REVISION 01 01/21/24 Revisions: DATE 05/10/2024 Project No. 2033.00 CONTRACT DOCUMENTS EXTERIOR ELEVATIONS A4.2 01/21/2025. C N I , N O S T R E B O R L L E N N O C O 3 2 0 2 © ' M A 5 2 : 7 1 : 0 1 5 2 0 2 / 1 2 / 1 t v r . I H C R A _ 1 e s a h P - k r a P e s u o H D S A _ 2 2 _ 0 0 . 3 3 0 2 / 1 e s a h P - s t n e m e v o r p m I i m u d a t S k r a P e s u o H D S A I / / : s c o D k s e d o t u A D C D C 1 A4.8 1 A4.7 4 A6.10 B TYP 7 A6.7 1 A4.6 A 2 A6.4 1/4" / 1'-0" R1 1 A4.8 1 A4.7 4 A6.10 1 A4.6 B 8 A6.4 4 A8.7 A 5 A6.4 R1 TYP 7 A6.7 1/4" / 1'-0" R1 SCOREBOARD PRODUCTION 206 CORRIDOR 200 MECH/ELEC 208 CORRIDOR 200 1 A6.4 " 3 1 A6.3 4 A6.3 4 A6.4 4'-8 3/8" 10'-0 7/8" PRESS 106 D1 20 A11.1 4 A6.3 332 2'-7 1/8" 332 333 EQUIPMENT PLATFORM 001 32'-6 5/8" 1 A6.4 1 A6.3 4 A6.3 4 A6.4 1 A6.7 CW1 9 3/8" MS6h " 0 - ' 4 3 A6.7 ROOF 531' - 0" SECOND FLOOR F.F. 518' - 0" FIRST FLOOR F.F. 505' - 0" SOFFIT 503' - 0" SOFFIT 501' - 0" 331 3 EQUIPMENT PLATFORM 493' - 0" " 6 5 2 / 5 1 1 6 - ' 1 SAFE ACCESS LEVEL 482' - 6" FLOODPLAIN 481' - 5 1/4" CORRIDOR 100 MECH/ELEC 108 CORRIDOR 100 FILM DECK 103 2 A6.8 3 A6.8 20 A11.1 ELEVATOR E1 D1 6 A6.7 BC8 6 A6.2 4 A8.6 OH 5 A6.2 1'-3" 6'-1 1/4" 4'-8" BC8 329 329 RE: STRUCTURAL EXTERIOR MATERIAL LEGEND METAL PANEL TYPE 1 METAL PANEL TYPE 2 METAL PANEL TYPE 1 METAL PANEL TYPE 2 BRICK WIRE MESH PERFORATED ALUMINUM PANEL DIRECT APPLIED FINISH KEYNOTE LEGEND 326 METAL COPING 327 SLOPED CURTAIN WALL 328 METAL PANEL DEFLECTION JOINT, RE: STRUCTURAL 329 MASONRY RELIEF ANGLE 330 SOFFIT LINE ABOVE 331 FORMED PERFORATED ALUMINUM PANEL 332 CHAIN LINK FENCE 333 6' CHAIN LINK SAFETY GATE 334 ROOF LINE ABOVE 335 PATIO 336 STOREFRONT ASSEMBLY BUILDING SECTION 1 SCALE: 1/4" = 1'-0" SECTION THROUGH FILM DECK/ELEVATOR - EAST 2 SCALE: 1/4" = 1'-0" SIGHTLINE STUDY 3 SCALE: 1/16" = 1'-0" EXTENT OF FIELD D C B A ROOF 531' - 0" SECOND FLOOR F.F. 518' - 0" FIRST FLOOR F.F. 505' - 0" EQUIPMENT PLATFORM 493' - 0" 3 SAFE ACCESS LEVEL FLOODPLAIN 482' - 6" 481' - 5 1/4" KEY PLAN 1 A4.3 2 A4.3 3 A4.3 NOTE: THIS SHEET TO BE USED FOR REFERENCE ONLY. SOME ELEMENTS ARE HIDDEN FOR CLARITY. BUILDING SECTIONS A4.4 . C N I , N O S T R E B O R L L E N N O C O 3 2 0 2 © ' 3 7 5 1 . 7 8 4 . 3 1 7 : f 3 8 5 1 7 8 4 3 1 7 . . : p 2 0 0 7 7 s a x e T , n o t s u o H , 0 0 3 1 e t i u S , m a l i M 0 0 7 3 5 4 6 . 4 2 2 . 0 1 2 : f 2 3 0 6 4 2 2 0 1 2 . . : p 9 0 2 8 7 s a x e T , i o n o t n A n a S , 0 0 3 e t i u S , y a w d a o r B 0 4 0 4 1 4 4 7 . 8 7 4 . 2 1 5 : f 6 8 2 7 8 7 4 2 1 5 . . : p 4 0 7 8 7 s a x e T , n i t s u A , 0 0 9 e t i u S , d a o R s g n i r p S n o t r a B 1 1 8 n i t s u A n o t s u o H i o n o t n A n a S S T N E M E V O R P M I I M U D A T S K R A P E S U O H 1 0 7 8 7 , X T , N I T S U A , D V L B K E E R C L A O H S 1 0 3 1 K P E S H 4 3 0 0 - 1 2 . D . S . I N I T S U A NO. DESCRIPTION 3 BP REVISION 01 01/21/24 Revisions: DATE 05/10/2024 Project No. 2033.00 CONTRACT DOCUMENTS 01/21/2025. C N I , N O S T R E B O R L L E N N O C O 3 2 0 2 © ' M A 9 2 : 7 1 : 0 1 5 2 0 2 / 1 2 / 1 t v r . I H C R A _ 1 e s a h P - k r a P e s u o H D S A _ 2 2 _ 0 0 . 3 3 0 2 / 1 e s a h P - s t n e m e v o r p m I i m u d a t S k r a P e s u o H D S A I / / : s c o D k s e d o t u A 1 A4.8 1 A4.7 2 A4.7 1 A4.6 1 A4.8 1 A4.7 6 A8.4 1 A4.6 D C B A D C B A 1 A6.4 1/4" / 1'-0" R1 SIM OH 326 1/4" / 1'-0" R1 CATERING 202 CORRIDOR 200 TRASH CANS S1 OH 3 A6.5 MS6h OH 1 A6.7 T.O.P. 532' - 6" ROOF 531' - 0" SOFFIT 528' - 6" SECOND FLOOR F.F. 518' - 0" 1 A6.10 4 A6.4 1 A6.3 4 A6.3 MS6h SOFFIT 501' - 0" 3 A6.7 2 A6.5 T.O.P. 532' - 6" MS6h 1 A6.7 2 A6.3 S1 SOFFIT 528' - 6" 7 A6.3 MS6v 2 A6.3 SF5 SF2 7 A6.3 MS6v SOFFIT 501' - 0" 3 A6.7 BROADCASTING 102 CORRIDOR 100 MS6h* VIEWING 101 STORAGE 112 MS6v FIRST FLOOR F.F. 505' - 0" 3 A6.10 STAIR S1 D1 3 A6.7 D1 OH 3 A6.7 EQUIPMENT PLATFORM 493' - 0" 3 EQUIPMENT PLATFORM 493' - 0" 3 S1 2 A6.3 MULTI USE 201 SF3 PATIO 212 OH 3 A6.5 T.O.P. 532' - 6" SOFFIT 528' - 6" OH MS6h 1 A6.7 ROOF 531' - 0" 4 A6.8 OH 6 1/8" SECOND FLOOR F.F. 518' - 0" FIRST FLOOR F.F. 505' - 0" 4 1/2" SAFE ACCESS LEVEL 482' - 6" FLOODPLAIN 481' - 5 1/4" 1'-0" 6'-4" 4'-8" SOFFIT 474' - 4 7/8" BUILDING SECTION 1 SCALE: 1/4" = 1'-0" BUILDING SECTION 2 SCALE: 1/4" = 1'-0" EXTERIOR MATERIAL LEGEND METAL PANEL TYPE 1 METAL PANEL TYPE 2 METAL PANEL TYPE 1 METAL PANEL TYPE 2 BRICK WIRE MESH PERFORATED ALUMINUM PANEL DIRECT APPLIED FINISH KEYNOTE LEGEND 326 METAL COPING . C N I , N O S T R E B O R L L E N N O C O 3 2 0 2 © ' 3 7 5 1 . 7 8 4 . 3 1 7 : f 3 8 5 1 7 8 4 3 1 7 . . : p 2 0 0 7 7 s a x e T , n o t s u o H , 0 0 3 1 e t i u S , m a l i M 0 0 7 3 5 4 6 . 4 2 2 . 0 1 2 : f 2 3 0 6 4 2 2 0 1 2 . . : p 9 0 2 8 7 s a x e T , i o n o t n A n a S , 0 0 3 e t i u S , y a w d a o r B 0 4 0 4 1 4 4 7 . 8 7 4 . 2 1 5 : f 6 8 2 7 8 7 4 2 1 5 . . : p 4 0 7 8 7 s a x e T , n i t s u A , 0 0 9 e t i u S , d a o R s g n i r p S n o t r a B 1 1 8 n i t s u A n o t s u o H i o n o t n A n a S S T N E M E V O R P M I I M U D A T S K R A P E S U O H 1 0 7 8 7 , X T , N I T S U A , D V L B K E E R C L A O H S 1 0 3 1 K P E S H 4 3 0 0 - 1 2 . D . S . I N I T S U A KEY PLAN 1 A4.4 2 A4.4 NO. DESCRIPTION 3 BP REVISION 01 01/21/24 Revisions: DATE 05/10/2024 Project No. 2033.00 CONTRACT DOCUMENTS NOTE: THIS SHEET TO BE USED FOR REFERENCE ONLY. SOME ELEMENTS ARE HIDDEN FOR CLARITY. BUILDING SECTIONS A4.5 01/21/2025