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The Maryland Stadium Authority Oriole Park at Camden Yards Lower Seating Bowl Modifications

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The Maryland Stadium Authority Oriole Park at Camden Yards Lower Seating Bowl Modifications 1 2 3 4 5 6 7 8 91011 12 13 14 15 16 17 18 19 20 DRAWING LIST O CS COVER SHEET O ARCHITECTURAL G1.0 GENERAL INFO., LOWER SEATING BOWL KEY PLAN AS.1 ARCHITECTURAL SPECIFICATIONS AS.2 ARCHITECTURAL SPECIFICATIONS AD.1 PART LOWER SEATING BOWL - DEMOLITION PLANS A1.1 PART LOWER SEATING BOWL - NEW WORK PLANS A2.1 ELEVATIONS AND DETAILS N N STRUCTURAL THE MARYLAND STADIUM AUTHORITY S1.1 LOWER SEATING BOWL - FRAMING PLANS, SECTIONS, AND NOTES S1.2 LOWER SEATING BOWL - FRAMING PLANS ORIOLE PARK AT CAMDEN YARDS M LOWER SEATING BOWL MODIFICATIONS M 333 WEST CAMDEN STREET | BALTIMORE, MARYLAND | 21201 L OWNER ADDRESS: L MARYLAND STADIUM AUTHORITY 333 WEST CAMDEN STREET - SUITE 500 BALTIMORE MD 21201 K K J J NO REVISION / SUBMISSION DATE H H 50% CONSTRUCTION DOCS 11/01/2019 95% CONSTRUCTION DOCS 11/20/2019 100% CONSTRUCTION DOCS 11/26/2019 G G SCHAMU MACHOWSKI + PATTERSON ARCHITECTS, INC 1100 CATHEDRAL STREET, BALTIMORE, MD 21201 TEL 410-685-3582 WWW.SMP-ARCHITECTS.COM CONSULTANTS LOCATION MAP - NTS STRUCTURAL ENGINEERING CARROLL ENGINEERING, INC. 215 SCHILLING CIRCLE, SUITE 102 F HUNT VALLEY, MARYLAND 21031 F TEL 410-785-7423 CONCEPT IMAGES - NTS E E D D PROJECT MSA ORIOLE PARK AT CAMDEN YARDS LOWER SEATING BOWL MODIFICATIONS 333 WEST CAMDEN STREET | BALTIMORE, MD 21201 C C CERTIFICATION SEAL I certify that these documents were prepared or approved by me, and that I am a duly licensed architect under the laws of the State of Maryland. Name: Walter Schamu License: 3715-R Expiration: May 2, 2020 B B DRAWING TITLE COVER SHEET DRAWN PROJECT # 19005.01 ZSS VICINITY MAP - NTS CHECKED DRAWING # ZSS/REM 100% CONSTRUCTION DOCUMENTS REVIEWED A ZSS/REM A FOR BID DATE 11/26/2019 CS SCALE AS NOTED 19005.01_MSA OPCY LOWER SEATING BOWL MODIFICATIONS 123 4 567 8 91011 12 13 14 15 16 17 18 19 20 1 2 3 4 5 6 7 8 91011 12 13 14 15 16 17 18 19 20 AFF ABOVE FINISH FLOOR JT JOINT O AC ACOUSTIC(AL) JOH JAMB OVERALL HEIGHT O ACT ACOUSTICAL TILE JOW JAMB OVERALL WIDTH ADH ADHESIVE ADJ ADJUSTABLE LAM LAMINATE(D) LF LINEAR FOOT (FEET) AHU AIR HANDLING UNIT ALUM ALUMINUM MFGR MANUFACTURER & AND MB MARKER BOARD APPROX APPROXIMATE MAT MATERIAL ARCH ARCHITECT(URAL) MAX MAXIMUM N @AT MECH MECHANICAL N AVG AVERAGE MEMB MEMBRANE MTL METAL BLKG BLOCKING MIN MINIMUM BLDG BUILDING MISC MISCELLANEOUS BLKHD BULKHEAD MB MOISTURE BARRIER NORTH WAREHOUSE SOUTH WAREHOUSE CAB CABINET MMA METHYL METHACRYLATE ACRYLIC CPT CARPET MMARB METHYL METHACRYLATE ACRYLIC CLG CEILING ROLLED BASE M MTD MOUNTED M C CENTER LINE L MULL MULLION CF/CI CONTRACTOR FURNISHED / LOADING DOCK BELOW CONTRACTOR INSTALLED N NORTH CF/GI CONTRACTOR FURNISHED / NTD NOTED GOVERNMENT INSTALLED NIC NOT IN CONTRACT COL COLUMN NTS NOT TO SCALE CONST CONSTRUCTION CONT CONTINUOUS OFF OFFICE CG CORNER GUARD L OC ON CENTER L CORR CORRIDOR OPG OPENING CR CARD READER CTR COUNTER PT PAINT DP DAMPROOFING PTD PAINTED DET DETAIL PNL PANEL DIM DIMENSION PTDP PAPER TOWEL DISPENSER DISP DISPENSER PLAM PLASTIC LAMINATE DR DOOR SECTION 8 K DN DOWN K RB RUBBER BASE A1/AD.1 & A1/A1.1 DWG DRAWING REINF REINFORCE(MENT)(ING) DRAW DRAWER REQ REQUIRED RT RESILIENT TILE EA EACH E EAST RM ROOM ELEC ELECTRICAL ELEV ELEVATOR SCHED SCHEDULE ENT ENTRANCE SD SOAP DISPENSER J SEC SECTION SECTION 20 J EPOX EPOXY FLOORING A9/AD.1 & A9/A1.1 EPRB EPOXY ROLLED BASE SH SHEET EQ EQUAL SM SHEET METAL EQUIP EQUIPMENT SHLVG SHELVING EXIST EXISTING SIM SIMILAR EXT EXTERIOR SD SOAP DISPENSER S SOUTH FLG FLASHING SPEC SPECIFICATION(S) SECTION 30 FL FLOOR SQ SQUARE E1/AD.1 & E1/A1.1 NO REVISION / SUBMISSION DATE H FD FLOOR DRAIN SS STAINLESS STEEL H FLUOR FLUORESCENT STD STANDARD 50% CONSTRUCTION DOCS 11/01/2019 FT FOOT OR FEET STL STEEL FRP FIBERGLASS REINFORCED STR STRUCTURAL 95% CONSTRUCTION DOCS 11/20/2019 PLASTIC SUBFL SUBFLOOR 100% CONSTRUCTION DOCS 11/26/2019 GALV GALVANIZED SUSP SUSPEND(ED) GA GAUGE SV SHEET VINYL GEN GENERAL SVB SHEET VINYL ROLLED BASE GF/GI GOVERNMENT FURNISHED / GOVERNMENT INSTALLED TEMP TEMPERED G G GF/CI GOVERNMENT FURNISHED / TYP TYPICAL CONTRACTOR INSTALLED SCHAMU MACHOWSKI + PATTERSON ARCHITECTS, INC GL GLASS/GLAZING UNO UNLESS NOTED OTHERWISE SECTION 44 1100 CATHEDRAL STREET, BALTIMORE, MD 21201 E7/AD.1 & E7/A1.1 TEL 410-685-3582 WWW.SMP-ARCHITECTS.COM GYP GYPSUM GWB GYPSUM WALLBOARD VB VINYL BASE CONSULTANTS VERT VERTICAL(LY) SECTION 54 STRUCTURAL ENGINEERING HC HANDICAPPED, HOLLOW CORE VCT VINYL COMPOSITION TILE SECTION 72 J1/AD.1 & J1/A1.1 HDW HARDWARE J7/AD.1 & J7/A1.1 CARROLL ENGINEERING, INC. 215 SCHILLING CIRCLE, SUITE 102 F HM HOLLOW METAL WP WATERPROOF HUNT VALLEY, MARYLAND 21031 F W WEST/WIDE/WIDTH TEL 410-785-7423 INCL INCLUDE W/ WITH INSUL INSULATION W/O WITHOUT INT INTERIOR WD WOOD WB WHITE BOARD E E DETAIL NUMBER / A1 CONCRETE EXTERIOR ELEVATION A2.1 NO. SHEET NO. PLYWOOD A PARTITION TYPE A1 DETAIL NUMBER D FINISH WOOD A2.1 SHEET NUMBER D WOOD FRAMING/ DATUM ELEVATION BLOCKING STERILE ROOM NAME GLASS STAGING N PROJECT (LARGE SCALE) 02C041 ROOM NUMBER MSA ORIOLE PARK AT CAMDEN YARDS LOWER SEATING BOWL MODIFICATIONS STEEL CEILING HEIGHT 8'-0" 333 WEST CAMDEN STREET | BALTIMORE, MD 21201 (LARGE SCALE) C C ADA ACCESSIBLE CERTIFICATION SEAL GYPSUM BOARD I certify that these documents 10 DEMOLITION NOTE were prepared or approved by me, and that I am a duly licensed architect under the laws of the State of Maryland. RIGID INSULATION 1 NEW WORK NOTE Name: Walter Schamu License: 3715-R INTERIOR ELEVATION NO. Expiration: May 2, 2020 SOUND INSULATION A1 (SINGLE VIEW) A2.1 SHEET NUMBER B B DRAWING TITLE A GENERAL INFO, LOWER SEATING BOWL A1 INTERIOR ELEVATION NO. KEY PLAN D B SHEET NUMBER A2.1 DRAWN PROJECT # 19005.01 ZSS C DETAIL NUMBER (SMALL CHECKED DRAWING # A1 A1 CONDITIONS) SHEET ZSS/REM A2.1 A2.1 NUMBER REVIEWED A ZSS/REM A 02C705 DOOR NUMBER DATE 11/26/2019 G0.1 2 REVISION NUMBER A5 LOWER SEATING BOWL KEY PLAN SCALE N.T.S. AS NOTED 19005.01_MSA OPCY LOWER SEATING BOWL MODIFICATIONS 123 4 567 8 91011 12 13 14 15 16 17 18 19 20 1 2 3 4 5 6 7 8 91011 12 13 14 15 16 17 18 19 20 ARCHITECTURAL SPECIFICATIONS the completion of construction and acceptance of the work, remove temporary protections and controls completely and to the satisfaction of the Owner. Provide repairs where anchorage types to adjacent materials. necessary. 3. Field verity actual locations of framing, concrete concourse, and other construction contiguous with gratings prior to fabrication. 01 10 00 - SUMMARY 4. Basis of Design: McNichols Swage-Locked, T-Bar, ADA-Compliant Bar Grating; Model TB-940-150 O 01 73 00 - EXECUTION O a. Material: Aluminum 6063 1. Project Scope and Intent: The project is comprised of modifications within the lower seating bowl of the Oriole Park baseball stadium at Camden Yards for the Maryland Stadium Authority. Work includes selective demolition of fixed seating, construction of new platforms to expand accessible seating areas, and the installation of new fixed companion seats on 1. Drawings are representative of the general layout and configuration of the existing building and the proposed layout and configuration of systems and assemblies proposed. Existing b. Depth: 1 1/2" the new platforms. The stadium is to be considered occupied during construction and the General Contractor shall protect adjacent surfaces from dust and damage as necessary. construction is documented herein to the extent that such information could be reasonably attained through visual observation, field measuring, and limited non-detructive field c. Bearing Bar Flange Width: 0.94" The primary work area is approximately x,xxx SF. survey. If existing conditions require alternate system configurations and pathways to be considered and established, such alterations shall be fully evaluated by the Architect, d. Bearing Bar Spacing: 1 3/16" (0.2475" gap between bars) Engineer, and Owner in accordance with RFI procedures. e. Cross Bar Spacing: 4" 2. This project proposes NO changes to the current Use, Occupancy, or Occupant load. There is NO mechanical, plumbing, fire protection, or electrical work. 2. The contractor shall be responsible for verifying existing conditions prior to the commencement of work, including but not limited to, materials and assemblies, dimensions, clearances, mechanical, electrical, and plumbing systems requirements, and other items affecting the fitting of new work to existing to remain construction. f. Open Area: 21% 01 15 00 - GENERAL REQUIREMENTS: 3. Discrepancies found in the field shall be brought to the immediate attention of the Architect, Engineer, and Owner for review and direction. g. Traffic Surface: Grooved 4. Do not proceed with work until conditions are acceptable for installation of required work. Proceeding with the Work indicates acceptance of surfaces and conditions. 1. Project documents include 30X42 drawings for Architectural, Mechanical, Electrical, and Fire Protection Work. Specifications are on Drawings. h. Panel Size: Factory Cut to Fit from stock size. 5. Take field measurements as required to fit the Work properly. Recheck measurements before installing each product. Where portions of the Work are indicated to fit to other N 2. The Owner's Representative for this project shall be: Anthony Pruner, 410-349-7965, [email protected] i.Finish: Mill Finish N 3. Construction work will be required to coordinate with occupied spaces. Maintain existing entrances, exits, and egress pathways at all times as required by building codes. construction, verify dimensions of other construction by field measurements before fabrication.
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