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KILROY 100 FIRST STREET, SUITE 250 SAN FRANCISCO, CA 94105 Page Project No. 121070 HISTORIC REVIEW SUBMISSION 14 OCTOBER 2022 THE POST 210 West 6th Street Austin, TX 78701 Page Southerland Page, Inc. 400 W. Cesar Chavez Street Fifth Floor Austin, TX 78701 pagethink.com TEL FAX 512 472 6721 512 477 3211 ARCHITECTURE / ENGINEERING / INTERIORS / PLANNING / CONSULTING Austin / Dallas / Denver / Houston / San Francisco / Washington DC / International Affiliate Offices DESIGN ARCHITECT ROCKWELL GROUP 5 UNION SQUARE WEST NEW YORK, NY 10003 212-463-0334 STRUCTURAL ENGINEER THORNTON TOMASETTI 804 LAS CIMAS PKWY SUITE 140 AUSTIN, TX 78746 512-580-1750 MEP ENGINEER BLUM CONSULTING 8144 WALNUT HILL LANE SUITE 200 DALLAS, TX 75231 214-373-8222 AUDIOVISUAL CONSULTANT DIMENSIONAL INNOVATIONS 3421 MERRIAM DR OVERLAND PARK, KS 66203 913-384-3488 ARCHITECT OF RECORD PAGE SOUTHERLAND PAGE 400 W CESAR CHAVEZ ST SUITE 500 AUSTIN, TX 78701 512-382-3527 LIGHTING CONSULTANT SEAN O'CONNOR LIGHTING 12955 W WASHINGTON BLVD LOS ANGELES, CA 90066 310-659-5900 TECHNOLOGY/SECURITY 4B TECHNOLOGY 390 GLENBOROUGH DR HOUSTON TX 77067 832-249-9379 HISTORIC CONSULTANT ARCHITEXAS 2900 S. CONGRESS AVE SUITE 200 AUSTIN, TX 78704 512-444-4220 ARCHITECTURAL SUPPORT MCKINNEY YORK ARCHITECTS 1301 E. 7TH ST AUSTIN TX 78702 512-476-0201 ACOUSTICAL CONSULTANT IDIBRI 15508 WRIGHT BROTHERS DR ADDISON, TX 75001 972-239-1505 FOOD SERVICE CONSULTANT NEXT STEP DESIGN 913 WEST ST ANNAPOLIS, MD 21401 410-263-1200 LANDSCAPE ARCHITECT CO'DESIGN 1200 YAUPON VALLEY RD AUSTIN, TX 78746 512-423-1298 t v r . L A R T N E C - 2 2 R - O P K - A 0 7 0 1 2 1 / e c i f f O : E M A N R E S U t s o P y o r l i K - 0 7 0 1 2 1 / / : s c o D k s e d o t u A : E M A N E L I F 8 4 : 5 5 : 1 1 2 2 0 2 / 3 1 / 0 1 : P M A T S E T A D M P 2 2 0 2 R E B O T C O 4 1 0 7 0 1 2 1 r e b m u N t c e j o r P e g a P T S O P E H T SYMBOL MATCHLINE SEE XX/X-XXX DESCRIPTION MATCH LINE SHEET REFERENCE 1 000 KEYED NOTE PARTITION TAG REFER TO PARTITION SCHEDULE BUILDING SECTION TAG WALL SECTION TAG EXTERIOR ELEVATION TAG H6 A-411 INTERIOR ELEVATION TAG PLAN REFERENCE TAG XX A6 A-311 A6 A-311 A6 A-202 A6 A-431 DESCRIPTION SYMBOL DESCRIPTION WP1 EJ CG WP1 EJ x xx CASEWORK TYPE ABBREVIATION WALL PROTECTION EXPANSION JOINT CORNER GUARD HEIGHT WIDTH NOT IN CONTRACT (NIC) - UNO BY MECHANICAL, PLUMBING, ELECTRICAL, OR STRUCTURAL SHEETS EXISTING TO NEW BOUNDARY A A NEW EXISTING COLUMN GRID DESIGNATIONS REFERENCE SYMBOLS SYMBOL NAME XXXXX ROOM NAME ROOM NUMBER XXXXX EQUIPMENT TAG TA-XX TOILET ACCESSORY TAG XX' - XX" DATUM ELEVATION 1 REVISION MARK SIM 1 A-101 1 0 0 1 NEW DOOR WITH DOOR TAG REF DOOR SCH DETAIL MARK AND ENLARGED PLAN REFERENCE A NEW WINDOW WITH WINDOW MARK REF GLAZING ELEVATIONS PROJECT NAME: THE POST PROJECT LOCATION: 210 W. 6TH STREET, AUSTIN, TX, 78701 JURISDICTION: CITY OF AUSTIN APPLICABLE CODES: THIS BUILDING SHALL BE DESIGNED AND CONSTRUCTED TO MEET THE FOLLOWING CODES, INCLUDING ALL CITY OF AUSTIN AMENDMENTS: BUILDING CHARACTERISTICS BASEMENT LEVEL: Y OCCUPIED STORIES ABOVE GRADE: 2 AREA / POPULATION BY FLOOR: CODE SUMMARY PROJECT DESCRIPTION PROJECT DESCRIPTION: PROJECT DESCRIPTION 2021 INTERNATIONAL BUILDING CODE - BUILDING 2021 INTERNATIONAL FIRE CODE - FIRE 2020 NATIONAL ELECTRIC CODE - ELECTRICAL 2021 UNIFORM MECHANICAL CODE - MECHANICAL 2021 UNIFORM PLUMBING CODE - PLUMBING 2021 INTERNATIONAL FIRE CODE - FIRE PROTECTION 2021 INTERNATIONAL ENERGY CONSERVATION CODE 2021 INTERNATIONAL EXISTING BUILDING CODE 2012 TEXAS ACCESSIBILITY STANDARDS TOTAL AREA: REFER TO LIFE SAFETY FLOOR PLAN DRAWINGS FOR OCCUPANT CALCULATIONS ITEM CLASSIFICATION ALTERNATE METHOD OF COMPLIANCE FILED WITH INDEED TOWER AT 200 WEST 6TH STREET (SEE BELOW) LIFE SAFETY REQUIREMENTS IBC REQUIREMENTS & LIMITATIONS ABBREVIATIONS & NOTATIONS GENERAL NOTES 1. DO NOT SCALE THESE DRAWINGS FOR CONSTRUCTION PURPOSES. IN THE EVENT OF OMISSION OF NECESSARY DIMENSION(S), THE CONSTRUCTION MANAGER SHALL NOTIFY THE ARCHITECT. STRUCTURAL FRAME FIRE RESISTANCE REQUIREMENTS FOR BUILDING ELEMENTS HIGH HOSE BIBB HOLLOW CORE HOLD HARDBOARD HANDICAPPED ACCESSIBLE TOILET HEADER HARDWARE HARDWOOD HOLLOW METAL HORIZONTAL HIGH PRESSURE LAMINATE HOUR HEIGHT HEATING, VENTILATION & AIR CONDITIONING INSIDE DIAMETER INCH INCANDESCENT INSULATION INTERIOR JUNCTION BOX JOINT KNOCK DOWN KNOCKOUT LONG LAMINATED LAVATORY LAG BOLT LINEAR BOLT OR LINEAR FEET LONG LEG HORIZONTAL LONG LEG VERTICAL LIGHT OR LIGHTING METER MACHINE MASONRY MATERIAL MAXIMUM MOP AND BROOM HOLDER MODIFIED BITUMEN ROOFING MEDICINE CABINET MECHANICAL MEMBRANE MANUFACTURER MANHOLE MINIMUM MIRROR-FRAMED EDGE MIRROR-GLASS EDGE MOULDING MILLIMETER MASONRY OPENING MOP SINK MOUNTED MOUNTING METAL NORTH NONCOMBUSTIBLE NOT IN CONTRACT NOMINAL NOMINAL PIPE NOT TO SCALE H I J JB JT K KD KO L M H HB HC HD HBD HCTL HDR HDW HDWD HM HOR HPL HR HT HVAC ID IN INCAN INSUL INT L LAM LAV LB LF LLH LLV LT M MAC MAS MAT'L MAX MBH MBR MC MECH MEM MFR MH MIN MIR-F MIR-G MLD MM MO MS MTD MTG MTL N NCOM NIC NOM NPS NTS OC OD OFCI OFD OFOI OH OPG OPP OPT N O P A B C D E F G AB ACT AD AFF ALT ALUM ARCH AU AV BD BLD BLK BM BNG BOD BOT BR BRG BUR BW C CAB CEM CG CIP CIR CFCI CJ CLG cm CMU COL CONC CONS CONT CORR CPT CSK CT D DBL DEG DEM DTL DF DIA DIM DN DP DR DS DTL DW DWG DWR E EA EHB EHD EIFS EJ EL ELEC EQ EQUIP ETS EW EWC EXP EXIST EXT EXTD FD FE FEC FEX FFA FFE FF FHC FIN FLR FLUOR FP FR FRP FT FTG FURN FV FWC FPHB GA GALV GB GFRC GFRG GL GND GR GYP GYP BD ANCHOR BOLT ACOUSTICAL TILE AREA DRAIN ABOVE FINISH FLOOR ALTERNATE ALUMINUM ARCHITECTURAL ASH URN AUDIO VISUAL BOARD BUILDING BLOCKING BEAM OR BENCHMARK BEARING BOTTOM OF DECK BOTTOM BACKER ROD BRIDGING BUILT-UP ROOFING BOTH WAYS COURSE CABINET CEMENT OR CEMENTITIOUS CORNER GUARD CAST-IN-PLACE CIRCLE CONTRACTOR FURNISHED/ CONTRACTOR INSTALLED CONTROL JOINT CEILING CENTIMETER CONCRETE MASONRY UNIT COLUMN CONCRETE CONSTRUCTION CONTINUOUS CORRIDOR CARPET COUNTERSINK CERAMIC TILE DEPTH OR DEEP DOUBLE DEGREE DEMOLITION DETAIL DRINKING FOUNTAIN DIAMETER DIMENSION DOWN DAMPPROOFING DOOR DOWNSPOUT DETAIL DISHWASHER DRAWING DRAWER EAST EACH ELECTRIC HAIR BLOWER ELECTRIC HAND DRYER EXTERIOR INSULATING FINISH SYSTEM EXPANSION JOINT ELEVATION (GRADE) ELECTRICAL EQUAL EQUIPMENT EXPOSED TO STRUCTURE EACH WAY ELECTRIC WATER COOLER EXPANSION OR EXPOSED EXISTING EXTERIOR EXTRUDED FLOOR DRAIN FIRE EXTINGUISHER FIRE EXTINGUISHER CABINET FIRE EXTINGUISHER (NO CABINET) FURNITURE, FIXTURES & ACCESSORIES FURNITURE, FIXTURES & EQUIPMENT FINISHED FLOOR FIRE HOSE CABINET FINISH FLOOR FLUORESCENT FIREPROOFING FIRE RETARDANT/ FIRE RESISTIVE FIBERGLASS REINFORCED POLYMER FOOT/ FEET FOOTING FURNITURE FIELD VERIFY FABRIC WALL COVERING FREEZE-PROOF HOSE BIBB GAUGE GALVANIZED GRAB BAR GLASS FIBER REINFORCED CONCRETE GLASS FIBER REINFORCED GYPSUM GLASS GROUND GRADE GYPSUM GYPSUM BOARD ON CENTER OUTSIDE DIAMETER OWNER FURNISHED/ CONTRACTOR INSTALLED OVERFLOW DRAIN OWNER FURNISHED/ OWNER INSTALLED OPPOSITE HAND OR OVERHEAD OPENING OPPOSITE OPTION OR OPTIONAL U PC PCEM PA PCF PL P.LAM PLTR PLBG PLF PMR PNL PNT POL PR PSF PSI PT PTD PTD/WR PTM PTN PVC PVMT PWD V PRECAST PORTLAND CEMENT PUBLIC ADDRESS SYSTEM POUNDS PER CUBIC FOOT PLATE PLASTIC LAMINATE PLASTER PLUMBING POUNDS PER LINEAR FOOT PROTECTED MEMBRANE ROOFING PANEL PAINT OR PAINTED POLISHED PAIR POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH POINT PAPER TOWEL DISPENSER PAPER TOWEL DISPENSER/ WASTE RECEPTACLE PATCH TO MATCH PARTITION POLYVINYL CHLORIDE PAVEMENT PLYWOOD W Q QT QTR QTY QUARRY TILE QUARTER QUANTITY R S T R RA RCP RD REF REFL REG REIN REQ RES REV RH RM RO ROW RSF S SA SAN SB SC SCHD SD SECT SF SFP SH SHT SHTG SIM SKLT SND SNV SP SPEC SPR SQ SR SR/SC SS ST STA STC STD STL STOR STRU SUSP SYM SYN SYS T TB TBL T&B TC TD TEL TERR T&G THK THRU TLT TOC TOD TOF TOI TOJ TOL TOP TOS TOW TPH TR TS TTB TV TYP UCL ULAY UNO UR VB VCT VERT VP VS VT VWC W W/ WB WC WCOT WD WDO WH WO W/O WP WR W/R WS WT WWF RADIUS OR RISER RETURN AIR REFLECTED CEILING PLAN ROOF DRAIN REFER OR REFERENCE REFLECTED REGISTER REINFORCEMENT REQUIRED RESILIENT REVERSE ROBE HOOK ROOM ROUGH OPENING RIGHT-OF-WAY RESILIENT SHEET FLOORING SOUTH SUPPLY AIR SANITARY SPLASH BLOCK SOLID CORE OR SHOWER CURTAIN SCHEDULE OR SCHEDULED SOAP DISPENSER SECTION SQUARE FOOT OR SQUARE FEET SPRAYED FIREPROOFING SPRINKLER HEAD SHEET SHEATHING SIMILAR SKYLIGHT SANITARY NAPKIN DISPOSAL SANITARY NAPKIN VENDOR STANDPIPE SPECIFIED OR SPECIFICATIONS SINGLE PLY ROOFING SQUARE SHOWER ROD SHOWER ROD/ SHOWER CURTAIN STAINLESS STEEL SOAP TRAY STATION SOUND TRANSMISSION CLASS STANDARD STEEL STORAGE STRUCTURE OR STRUCTURAL SUSPENDED OR SUSPENSION SYMBOL SYNTHETIC SYSTEM TREAD OR TOP TOWEL BAR TOP OF BRICK LEDGE TEST AND BALANCE TOP OF CURB TRENCH DRAIN TELEPHONE TERRAZZO TONGUE & GROOVE THICK OR THICKNESS THROUGH TOILET TOP OF CONCRETE TOP OF DECK TOP OF FOOTING TOP OF INSULATION TOP OF JOIST TOLERANCE TOP OF PARAPET TOP OF STEEL TOP OF WALL TOILET PAPER HOLDER TELEPHONE RECEPTACLE TOP OF SLAB TELEPHONE TERMINAL BOARD TELEVISION TYPICAL UNDER CABINET LIGHT UNDERLAYMENT UNLESS NOTED OTHERWISE URINAL VAPOR BARRIER VINYL COMPOSITION TILE VERTICAL VENT PIPE VENT SHAFT VINYL TILE VINYL WALLCOVERING WEST OR WIDE OR WIDTH WITH WIND BRACE OR BRACING WATER CLOSET WAINSCOT WOOD WINDOW WEEPHOLE WINDOW OPENING WITHOUT WATERPROOFING WASTE RECEPTACLE WATER RESISTIVE OR RESISTANT WEATHERSTRIPPING WEIGHT WELDED WIRE FABRIC & AND L ANGLE (RIGHT) L ANGLE (ACUTE) @ AT CL CENTERLINE = EQUAL ± PLUS OR MINUS # POUND OR NUMBER x TIMES ° DEGREES ' FOOT OR FEET " INCH - MINUS + PLUS Y YD YARD t v r . L A R T N E C - 2 2 R - O P K - A 0 7 0 1 2 1 / e c i f f O : E M A N R E S U t s o P y o r l i K - 0 7 0 1 2 1 / / : s c o D k s e d o t u A : E M A N E L I F 4 2 : 8 4 : 1 1 2 2 0 2 / 3 1 / 0 1 : P M A T S E T A D M P OCCUPANCY CLASSIFICATION: LEVEL 00 (CELLAR) LEVEL 01 LEVEL 02 LEVEL 03 CONSTRUCTION TYPE: HEIGHT AND AREA LIMITS: SECTION 303 - ASSEMBLY, 311 - STORAGE A-2, A-3, S-2 SECTION 303 - ASSEMBLY, 304 - BUSINESS A-3, B SECTION 304 - BUSINESS SECTION 304 - BUSINESS B B TABLE 601 TYPE IA CONSTRUCTION TABLE 504.3, TABLE 504.4 UNLIMITED HEIGHT, UNLIMITED AREA COLUMNS: SUPPORTING MORE THAN ONE FLOOR TABLE 601 FIRE RESISTANCE RATING COLUMNS: SUPPORTING ONE FLOOR ONLY TABLE 601 FIRE RESISTANCE RATING COLUMNS: SUPPORTING ROOF ONLY TABLE 601 FIRE RESISTANCE RATING 2 HOURS (NOTE A) BEAMS, GIRDERS, TRUSSES: SUPPORTING MORE THAN ONE FLOOR TABLE 601 FIRE RESISTANCE RATING BEAMS, GIRDERS, TRUSSES: SUPPORTING ONE FLOOR ONLY TABLE 601 FIRE RESISTANCE RATING BEAMS, GIRDERS, TRUSSES: SUPPORTING ROOF ONLY TABLE 601 FIRE RESISTANCE RATING 2 HOURS (NOTE A) 2. ALL DIMENSIONS ON PLANS ARE TO THE FACE OF MASONRY OR CONCRETE OR THE OUTSIDE FACE OF GYPSUM BOARD, UNLESS NOTED OTHERWISE. 3. ALL MASONRY DIMENSIONS ARE ACTUAL UNLESS NOTED OTHERWISE. VERIFY ALL DIMENSIONS, CONDITIONS, EXISTING CONSTRUCTION AND GRADES AT JOB SITE. NOTIFY THE ARCHITECT IN WRITING OF ANY DISCREPANCIES OR CONFLICTS. 4. VERIFY SIZE, LOCATION AND CHARACTERISTICS OF ALL WORK AND EQUIPMENT TO BE INSTALLED OR RELOCATED (WHETHER FURNISHED BY OWNER OR BY CONTRACTOR(S)) BEFORE ANY CONSTRUCTION PERTAINING TO SAME IS BEGUN. ERRORS AND OMISSIONS IN THE ROOM, DOOR, WINDOW OR EQUIPMENT SCHEDULES DO NOT RELIEVE THE CONTRACTORS FROM EXECUTING WORK SHOWN ON DRAWINGS OR DESCRIBED IN THE SPECIFICATIONS. 5. VERIFY AND COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS FOR STRUCTURAL, MECHANICAL AND ELECTRICAL WORK AND EQUIPMENT WITH ALL TRADES INVOLVED. 6. CEILING HEIGHTS INDICATED ON THE CONSTRUCTION DOCUMENTS ARE TAKEN FROM THE FINISH FLOOR ELEVATION. THE SIZE, LOCATION AND CHARACTERISTICS OF ALL MECHANICAL, ELECTRICAL AND STRUCTURAL ITEMS SHALL BE VERIFIED BEFORE CEILING CONSTRUCTION IS BEGUN. 7. COORDINATE WITH ALL TRADES IN ORDER TO MAINTAIN SCHEDULED CEILING HEIGHTS. VERIFY THAT REQUIRED OPERATION AND MAINTENANCE CLEARANCES ARE PROVIDED FOR ALL EQUIPMENT ITEMS. 8. DEMOLITION WORK IS ADDRESSED THROUGHOUT THE CONSTRUCTION DOCUMENTS AND IS NOT LIMITED TO THE "DEMOLITION" DRAWINGS. REMOVE ALL CONSTRUCTION ITEMS NOT REQUIRED FOR THE FINISHED NEW CONSTRUCTION, EVEN IF NOT INDIVIDUALLY ENUMERATED. MECHANICAL, ELECTRICAL, INCLUDING BUT NOT LIMITED TO CONDUIT, BOXES, PIPING, ETC., NOT REQUIRED FOR THE FINISH WORK SHALL BE REMOVED OR RE ROUTED. WORK REQUIRED FOR EXISTING MECHANICAL, ELECTRICAL, AND PLUMBING SYSTEMS IS NOT LIMITED TO THE RENOVATION AREA, BUT MAY OCCUR OUTSIDE THE LIMITS OF WORK AS WELL AS THE FLOORS ABOVE AND BELOW THE WORK. INCLUDE ONLY IF APPLICABLE (DEMO SCOPE) 10. ALL PENETRATIONS (PIPING, CONDUIT, DUCTWORK, ETC.) THROUGH THE STRUCTURAL ROOF DECK, WALLS, OR FLOORS SHALL BE COMPLETELY SEALED. 11. INSTALL ALL ITEMS IN ACCORDANCE WITH THE MANUFACTURER'S WRITTEN INSTRUCTIONS, EXCEPT THAT THE SPECIFICATIONS HEREIN, WHERE THE MORE STRINGENT, SHALL BE COMPLIED WITH. NOTIFY THE ARCHITECT IN WRITING OF ANY CONFLICTS. BEARING WALLS EXTERIOR SUPPORTING MORE THAN ONE FLOOR SUPPORTING ONE FLOOR ONLY SUPPORTING ROOF ONLY INTERIOR SUPPORTING MORE THAN ONE FLOOR SUPPORTING ONE FLOOR ONLY SUPPORTING ROOF ONLY NON-BEARING WALLS & PARTITIONS EXTERIOR LESS THAN 5' EQUAL TO OR GREATER THAN 5' EQUAL TO OR GREATER THAN 10' EQUAL TO OR GREATER THAN 30' 9. ANY DAMAGE TO EXISTING SHELL BUILDING WALLS / MATERIALS OR SURFACES SHALL BE REPAIRED TO THEIR ORIGINAL CONDITION. INCLUDE ONLY IF APPLICABLE (EXISTING bUILDING) FLOOR CONSTRUCTION & ASSOCIATED SECONDARY STRUCTURAL MEMBERS 3 HOURS 3 HOURS 3 HOURS 3 HOURS 3 HOURS 3 HOURS 3 HOURS 3 HOURS 3 HOURS 2 HOURS 1 HOUR 1 HOUR 1 HOUR 0 HOUR TABLE 601 FIRE RESISTANCE RATING TABLE 601 FIRE RESISTANCE RATING TABLE 601 FIRE RESISTANCE RATING TABLE 601 FIRE RESISTANCE RATING TABLE 601 FIRE RESISTANCE RATING TABLE 601 FIRE RESISTANCE RATING TABLE 705.5 FIRE RESISTANCE/SEPARATION TABLE 705.5 FIRE RESISTANCE/SEPARATION TABLE 705.5 FIRE RESISTANCE/SEPARATION TABLE 705.5 FIRE RESISTANCE/SEPARATION TABLE 601 FIRE RESISTANCE RATING TABLE 722.2.2.1 CALCULATED FIRE RESISTANCE 2 HOURS MIN 5" CONC SLAB THICKNESS ROOF CONSTRUCTION ROOF-CEILING ASSEMBLIES VERTICAL OPENINGS INCLUDING BEAMS, GIRDERS, TRUSSES TABLE 601 FIRE RESISTANCE RATING TABLE 601 FIRE RESISTANCE RATING STAIRWAYS/ELEVATORS (LESS THAN 4 STORIES) 1023.2 INTERIOR EXIT STAIRWAYS CHASE ENCLOSURES (LESS THAN 4 STORIES) 713.4 SHAFT ENCLOSURES 1 1/2 HOURS, NOT REQ'D FOR ROOF CONSTRUCTION MORE THAN 20' ABOVE FLOOR LEVEL BELOW 1 1/2 HOURS 2 HOURS (1 HOUR WHERE CONNECTING < 4 STORIES, BUT NOT < THE FLOOR ASSEMBLY PENETRATED, NOT TO EXCEED 2 HOURS) OCCUPANCY LOAD FACTORS GROUP A-2 ASSEMBLY GROUP A-3 ASSEMBLY GROUP B BUSINESS EXIT WIDTHS STAIRWAYS OTHER EGRESS COMPONENTS OCCUPANCY CATEGORY RISK CATEGORY II ACCESSORY STORAGE & MECHANICAL EQUIPMENT ROOMS TABLE 1004.5 MAX. FLOOR AREA TABLE 1004.5 MAX. FLOOR AREA TABLE 1004.5 MAX. FLOOR AREA TABLE 1004.5 MAX. FLOOR AREA 1005.3.1 WIDTH / OCCUPANT 1005.3.1 WIDTH / OCCUPANT 15 S.F. / OCCUPANT 15 S.F. / OCCUPANT 100 S.F. / OCCUPANT 300 S.F. / OCCUPANT 0.3 INCH / OCCUPANT 0.2 INCH / OCCUPANT SEISMIC OCCUPANCY CATEGORY (SEE IBC TABLE 1604.5) BUILDINGS AND OTHER STRUCTURES EXCEPT THOSE LISTED IN RISK CATEGORIES I, III, AND IV. NATURE OF OCCUPANCY ENERGY CONSERVATION REQUIREMENTS BUILDING ENVELOPE COMPONENTS REFERENCE REQUIREMENTS CLIMATE ZONE WINDOW / WALL RATIO (WWR) 302.1 (11) IECC - 2000 C402.4.1 IECC - 2021 SKYLIGHTS (U-VALUE) TABLE C402.4 IECC - 2021 2A 30% MAX, OR 40% MAX WITH DAYLIGHT RESPONSIVE CONTROLS, MIN 50% NET FLOOR AREA WITHIN DAYLIGHT ZONE, VT GREATER THAN 1.1 X SHGC U-FACTOR = 0.65 MAXIMUM, SHGC = 0.30 MAXIMUM EXCEPT PER C402.4.3.1, SHGC =0.60 MAXIMUM WHERE LOCATED ABOVE DAYLIGHT ZONES PROVIDED WITH DAYLIGHT RESPONSIVE CONTROLS. SLAB ON GRADE (R-VALUE) TABLE C402.1.3 IECC - 2021 NR FENESTRATION (WINDOWS, GLASS, & DOORS) U-FACTOR TABLE C402.4 IECC - 2021 0.45 FIXED FENESTRATION, 0.60 OPERABLE FENESTRATION, 0.77 ENTRANCE DOORS OVERHEAD PROJECTION FACTOR PF < 0.25 TABLE C402.4 IECC - 2021 SHGC = 0.25 FIXED, 0.23 OPERABLE OVERHEAD PROJECTION FACTOR 0.25 ≤ PF < 0.50 TABLE C402.4 IECC - 2021 SHGC = 0.30 FIXED, 0.28 OPERABLE OVERHEAD PROJECTION FACTOR PF ≥ 0.50 TABLE C402.4 IECC - 2021 SHGC = 0.40 FIXED, 0.37 OPERABLE ROOF ASSEMBLIES TABLE C402.1.3 IECC - 2021 R-25ci INSULATION ENTIRELY ABOVE ROOF DECK CONCRETE SLAB OR DECK CONTINUOUS INSULATION FLOORS OVER UNCONDITIONED SPACE TABLE C402.1.3 IECC - 2021 TABLE C402.1.3 IECC - 2021 ABOVE-GRADE WALLS MASONRY WALLS FRAME (METAL FRAMING) TABLE C402.1.3 IECC - 2021 TABLE C402.1.3 IECC - 2021 R-6.3ci R-30 R-5.7ci R-13 + R-5ci PLUMBING FIXTURE REQUIREMENTS LEVEL OCCUPANCY CLASSIFICATION POPULATION WATER CLOSETS LAVATORIES DRINKING FOUNTAINS REMARKS MALE FEMALE MALE FEMALE MALE FEMALE SHOWERS (LEED) 0 0, 1 A2 - ASSEMBLY A3 - ASSEMBLY 0, 1, 2, 3 B - BUSINESS 38 221 71 38 221 71 1 2 3 1 4 3 1 2 2 1 2 2 0 0 1 0 1 HI/LO FOUNTAIN 1 , 2 1 HI/LO FOUNTAIN 2 2 1. 1 ACCESSIBLE, SINGLE-USER RESTROOM REQUIRED FOR ASSEMBLY OCCUPANCY PER 2021 IBC 1110.2.1 WHERE AN AGGREGATE OF SIX OR MORE MALE AND FEMALE WATER CLOSETS IS REQUIRED. 2. 1 SERVICE SINK REQUIRED FOR THIS OCCUPANCY. LOCATION MAP Page Southerland Page, Inc. 400 W. Cesar Chavez Street Fifth Floor Austin, TX 78701 pagethink.com TEL FAX 512 472 6721 512 477 3211 ARCHITECTURE / ENGINEERING / INTERIORS / PLANNING / CONSULTING Austin / Dallas / Denver / Houston / San Francisco / Washington DC / International Affiliate Offices DESIGN ARCHITECT ROCKWELL GROUP 5 UNION SQUARE WEST NEW YORK, NY 10003 212-463-0334 ARCHITECT OF RECORD PAGE SOUTHERLAND PAGE 400 W CESAR CHAVEZ ST SUITE 500 AUSTIN, TX 78701 512-382-3527 STRUCTURAL ENGINEER THORNTON TOMASETTI MEP ENGINEER BLUM CONSULTING 804 LAS CIMAS PKWY SUITE 140 AUSTIN, TX 78746 512-580-1750 8144 WALNUT HILL LANE SUITE 200 DALLAS, TX 75231 214-373-8222 LIGHTING CONSULTANT SEAN O'CONNOR LIGHTING TECHNOLOGY/SECURITY 4B TECHNOLOGY 12955 W. WASHINGTON BLVD LOS ANGELES, CA 90066 310-659-5900 390 GLENBOROUGH DR HOUSTON, TX 77067 832-249-9379 ACOUSTICAL CONSULTANT IDIBRI FOOD SERVICE CONSULTANT NEXT STEP DESIGN 15508 WRIGHT BROTHERS DR ADDISON, TX 75001 972-239-1505 913 WEST ST ANNAPOLIS, MD 21401 410-263-1200 AUDIOVISUAL CONSULTANT DIMENSIONAL INNOVATIONS LANDSCAPE ARCHITECT CO'DESIGN 3421 MERRIAM DR OVERLAND PARK, KS 66203 913-384-3488 1200 YAUPON VALLEY RD AUSTIN, TX 78746 512-423-1298 HISTORIC CONSULTANT ARCHITEXAS 2900 S. CONGRESS AVE SUITE 200 AUSTIN, TX 78704 512-444-4220 ARCHITECTURAL SUPPORT MCKINNEY YORK ARCHITECTS 1301 E. 7TH ST AUSTIN TX 78702 512-476-0201 Y O R L I K T S O P E H T t e e r t S h t 6 t s e W 0 1 2 1 0 7 8 7 X T , n i t s u A REVISION HISTORY REVISION DESCRIPTION PROFESSIONAL SEALS DATE PROJECT INFORMATION & CODE REVIEW DRAWN BY NT PROJECT NUMBER 121070 ORIGINAL ISSUE HISTORIC REVIEW SUBMISSION CHECKED BY PROJECT ABBREVIATION NT KPO DATE 10/14/2022 G-001 SHEET NUMBER PROJECT LOCATIONARCHITECTURAL - INDEX OF DRAWINGS PERMIT SET ARCHITECTURAL - INDEX OF DRAWINGS PERMIT SET SHEET TITLE SHEET TITLE S-703 SECTIONS AND DETAILS SHEET NO PLUMBING PF-000 PF-100 PF-100UF PF-101 PF-102 PF-103 PF-104 PF-300 PF-301 PF-302 PF-303 PF-601 PF-601 MECHANICAL M-000 M-100UF M-100 M-101 M-102 M-103 M-104 M-601 M-691 M-692 M-701 M-702 M-703 M-704 ELECTRICAL E-000 E-100 E-101 E-102 E-103 E-104 E-500 E-510 E-601 E-701 EC-100 EC-101 EC-102 EC-103 TELECOM T-000 TS-101 T-100 T-101 T-102 T-103 TC-100 TC-101 TC-102 TC-103 T-400 T-500 SECURITY TY-000 TY-100 TY-101 TY-102 TY-103 TYC-100 TYC-101 TYC-102 TYC-103 TY-500 TY-501 TY-502 TY-503 NOTES, SYMBOLS, LEGEND & ABBREVIATIONS FLOOR PLAN - CELLAR LEVEL 00 UNDERFLOOR FLOOR PLAN - LEVEL 01 FLOOR PLAN - LEVEL 02 FLOOR PLAN - LEVEL 03 ROOF PLAN - PLUMBING LEVEL 00 ENLARGED RESTROOMS ENLARGED BAR ENLARGED LEVEL 1 RESTROOMS LEVEL 2 & 3 RESTROOMS SCHEDULES SCHEDULES NOTES, SYMBOLS, LEGEND & ABBREVIATIONS LEVEL 00 UNDERFLOOR FLOOR PLAN - CELLAR FLOOR PLAN - LEVEL 01 FLOOR PLAN - LEVEL 02 FLOOR PLAN - LEVEL 03 ROOF PLAN - MECHANICAL MECHANICAL SCHEDULES MECHANICAL SCHEDULES MECHANICAL SCHEDULES MECHANICAL DETAILS MECHANICAL DETAILS MECHANICAL DETAILS MECHANICAL DETAILS NOTES, SYMBOLS, LEGEND & ABBREVIATIONS FLOOR PLAN - CELLAR FLOOR PLAN - LEVEL 01 FLOOR PLAN - LEVEL 02 FLOOR PLAN - LEVEL 03 ROOF PLAN - POWER FEEDER SCHEDULE ELECTRICAL DIAGRAMS & SCHEDULES LIGHTING SCHEDULES ELECTRICAL DETAILS REFLECTED CEILING PLAN - CELLAR REFLECTED CEILING PLAN - LEVEL 01 REFLECTED CEILING PLAN - LEVEL 02 REFLECTED CEILING PLAN - LEVEL 03 TELECOM INDEX TELECOM - SITE PLAN TELECOM - FLOOR PLAN - CELLAR TELECOM - FLOOR PLAN - LEVEL 01 TELECOM - FLOOR PLAN - LEVEL 02 TELECOM - FLOOR PLAN - LEVEL 03 TELECOM - REFLECTED CEILING PLAN - CELLAR TELECOM - REFLECTED CEILING PLAN - LEVEL 01 TELECOM - REFLECTED CEILING PLAN - LEVEL 02 TELECOM - REFLECTED CEILING PLAN - LEVEL 03 TELECOM - ENLARGED MDF TELECOM DETAILS SECURITY INDEX SECURITY - FLOOR PLAN - CELLAR SECURITY - FLOOR PLAN - LEVEL 01 SECURITY - FLOOR PLAN - LEVEL 02 SECURITY - FLOOR PLAN - LEVEL 03 SECURITY - REFLECTED CEILING PLAN - CELLAR SECURITY - REFLECTED CEILING PLAN - LEVEL 01 SECURITY - REFLECTED CEILING PLAN - LEVEL 02 SECURITY - REFLECTED CEILING PLAN - LEVEL 03 SECURITY DOOR DETAILS SECURITY DOOR DETAILS SECURITY CAMERA DETAILS SECURITY CAMERA DETAILS AUDIO VISUAL TA-000 TA-100 TA-101 TA-102 TA-103 TAC-100 TAC-101 TAC-102 TAC-103 TA-500 TA-501 TA-502 TA-503 TA-504 TA-505 TA-506 TA-700 TA-701 TA-702 TA-703 TA-704 TA-705 TA-706 AUDIOVISUAL INDEX AUDIOVISUAL - FLOOR PLAN - CELLAR AUDIOVISUAL - FLOOR PLAN - LEVEL 01 AUDIOVISUAL - FLOOR PLAN - LEVEL 02 AUDIOVISUAL - FLOOR PLAN - LEVEL 03 AUDIOVISUAL - REFLECTED CEILING PLAN - CELLAR AUDIOVISUAL - REFLECTED CEILING PLAN - LEVEL 01 AUDIOVISUAL - REFLECTED CEILING PLAN - LEVEL 02 AUDIOVISUAL - REFLECTED CEILING PLAN - LEVEL 03 SCHEMATIC - BGM SYSTEM ENLARGED PLAN - SORTING ROOM SCHEMATIC - SORTING ROOM ENLARGED PLAN - AMPHITHEATER SCHEMATIC - AMPHITHEATER ENLARGED PLAN - CONF/MTG ROOM ENLARGED PLAN - BOARDROOM AUDIOVISUAL "RK" RACK DETAIL AUDIOVISUAL "SR" RACK DETAIL AUDIOVISUAL FLOOR PENETRATION DETAILS AUDIOVISUAL SPEAKER DETAILS AUDIOVISUAL DISPLAY BACKBOX DETAILS AUDIOVISUAL CAMERA DETAILS AUDIOVISUAL SOUNDBAR DETAILS SHEET NO GENERAL G-000 G-001 G-002P G-012 G-021 GL-100 GL-101 GL-102 GL-103 COVER SHEET PROJECT INFORMATION & CODE REVIEW INDEX SHEET ACCESSIBILITY INFORMATION UL ASSEMBLIES LIFE SAFETY PLAN - CELLAR LIFE SAFETY PLAN - LEVEL 01 LIFE SAFETY PLAN - LEVEL 02 LIFE SAFETY PLAN - LEVEL 03 ARCHITECTURAL AS-101 AD-100 AD-101 AD-102 AD-103 AD-104 ADC-100 ADC-101 ADC-102 ADC-103 AD-201 AD-202 AD-211 A-100 A-101 A-102 A-103 A-104 AC-100 AC-101 AC-102 AC-103 AC-401 AC-402 A-201 A-202 A-225 A-301 A-302 A-311 A-312 A-212 A-213 A-401 A-404 A-405 A-406 A-416 A-417 A-418 A-431 A-432 A-433 A-441 A-442 A-443 A-444 A-445 A-446 A-447 A-448 A-451 A-452 A-501 A-511 A-521 A-531 A-532 A-533 A-541 A-551 A-601 A-602 A-611 A-612 A-621 A-631 A-651 A-652 A-653 A-681 ARCHITECTURAL SITE PLAN DEMOLITION PLAN - CELLAR DEMOLITION PLAN - LEVEL 01 DEMOLITION PLAN - LEVEL 02 DEMOLITION PLAN - LEVEL 03 DEMOLITION PLAN - ROOF DEMOLITION RCP - CELLAR DEMOLITION RCP - LEVEL 01 DEMOLITION RCP - LEVEL 02 DEMOLITION RCP - LEVEL 03 DEMOLITION EXTERIOR ELEVATIONS DEMOLITION EXTERIOR ELEVATIONS DEMOLITION INTERIOR ELEVATION FLOOR PLAN - CELLAR FLOOR PLAN - LEVEL 01 FLOOR PLAN - LEVEL 02 FLOOR PLAN - LEVEL 03 ROOF PLAN REFLECTED CEILING PLAN - CELLAR REFLECTED CEILING PLAN - LEVEL 01 REFLECTED CEILING PLAN - LEVEL 02 REFLECTED CEILING PLAN - LEVEL 03 ENLARGED RCPS ENLARGED RCPS EXTERIOR ELEVATIONS EXTERIOR ELEVATIONS ROOF DETAILS BUILDING SECTIONS BUILDING SECTIONS WALL SECTIONS WALL SECTIONS INTERIOR ELEVATIONS - CELLAR INTERIOR ELEVATIONS - CELLAR ENLARGED PLAN & ELEVATIONS - FUTURE COFFEE SHOP, PANTRY ENLARGED PLAN & SECTIONS - AMPHITHEATER ENLARGED ELEVATIONS & DETAILS - AMPHITHEATER ENLARGED PLAN & ELEVATIONS ENLARGED PLAN, SECTIONS, & DETAILS - LOBBY AWNING ENLARGED PLAN & RCP - CELLAR ENLARGED PLAN & ELEVATIONS - CELLAR BAR ENLARGED RESTROOMS - MEN'S, WOMEN'S, ASSISTED-USE ENLARGED RESTROOMS - SINGLE USER ENLARGED RESTROOMS - POWDER RM & CHAMBER LOUNGE STAIR A PLANS AND SECTIONS STAIR B PLANS AND SECTIONS STAIR C PLANS AND SECTIONS STAIR A DETAILS STAIR C DETAILS RAILINGS - BALCONY RAILINGS - LEVEL 3 RAILINGS - AMPHITHEATER ELEVATORS - PLANS, SECTIONS, DETAILS ELEVATORS - PLANS, SECTIONS, DETAILS EXTERIOR SECTION DETAILS EXTERIOR PLAN DETAILS ROOF DETAILS RCP DETAILS RCP DETAILS RCP DETAILS FLOORING DETAILS INTERIOR DETAILS PARTITION SCHEDULE WALL PARTITION DETAILS DOOR & FRAME - ELEVATIONS & DETAILS DOOR & FRAME - ELEVATIONS & DETAILS DOOR SCHEDULE GLAZING ELEVATIONS - EXTERIOR GLAZING ELEVATIONS - INTERIOR GLAZING ELEVATIONS - INTERIOR GLAZING ELEVATIONS & DETAILS - INTERIOR SCHEDULES STRUCTURAL S-001 S-002 S-003 S-004 S-010 S-020 S-100 S-101 S-102 S-103 S-104 S-110 S-210 S-220 S-230 S-290 S-301 S-302 S-303 S-310 S-311 S-430 S-510 S-520 S-530 S-535 S-536 S-537 S-538 S-539 S-540 S-541 S-590 S-600 S-701 S-702 SHEET PUBLICATION MATRIX GENERAL NOTES GENERAL NOTES ABBREVIATIONS AND LEGENDS DEVELOPMENT LENGTH AND LAP SPLICE SCHEDULES LOADING DIAGRAMS FOUNDATION PLAN - CELLAR FRAMING PLAN - LEVEL 1 FRAMING PLAN - LEVEL 2 & LOW ROOF FRAMING PLAN - LEVEL 3 FRAMING PLAN - ROOF PARTIAL PLANS - CELLAR TYPICAL SLAB-ON-GRADE DETAILS TYPICAL FOUNDATION DETAILS TYPICAL RETAINING WALLS DETAILS MECHANICAL TRENCH SECTIONS BUILDING SECTIONS BUILDING SECTIONS BUILDING SECTIONS ELEVATIONS ELEVATIONS TYPICAL CONCRETE SLAB DETAILS TYPICAL STEEL COLUMN DETAILS TYPICAL STEEL BEAM DETAILS TYPICAL STEEL TRUSS DETAILS STEEL TRUSS ELEVATIONS - SOUTH STEEL TRUSS ELEVATIONS - NORTH STEEL TRUSS ELEVATIONS - WEST STEEL TRUSS ELEVATIONS - TYPICAL STEEL SORTING ROOM ISOMETRICS TYPICAL STEEL DECK DETAILS TYPICAL STEEL DECK DETAILS STEEL MONUMENTAL STAIR ISOMETRICS TYPICAL MASONRY DETAILS SECTIONS AND DETAILS SECTIONS AND DETAILS t v r . L A R T N E C - 2 2 R - O P K - A 0 7 0 1 2 1 / e c i f f O : E M A N R E S U t s o P y o r l i K - 0 7 0 1 2 1 / / : s c o D k s e d o t u A : E M A N E L I F 0 3 : 8 4 : 1 1 2 2 0 2 / 3 1 / 0 1 : P M A T S E T A D M P Page Southerland Page, Inc. 400 W. Cesar Chavez Street Fifth Floor Austin, TX 78701 pagethink.com TEL FAX 512 472 6721 512 477 3211 ARCHITECTURE / ENGINEERING / INTERIORS / PLANNING / CONSULTING Austin / Dallas / Denver / Houston / San Francisco / Washington DC / International Affiliate Offices DESIGN ARCHITECT ROCKWELL GROUP 5 UNION SQUARE WEST NEW YORK, NY 10003 212-463-0334 ARCHITECT OF RECORD PAGE SOUTHERLAND PAGE 400 W CESAR CHAVEZ ST SUITE 500 AUSTIN, TX 78701 512-382-3527 STRUCTURAL ENGINEER THORNTON TOMASETTI MEP ENGINEER BLUM CONSULTING 804 LAS CIMAS PKWY SUITE 140 AUSTIN, TX 78746 512-580-1750 8144 WALNUT HILL LANE SUITE 200 DALLAS, TX 75231 214-373-8222 LIGHTING CONSULTANT SEAN O'CONNOR LIGHTING TECHNOLOGY/SECURITY 4B TECHNOLOGY 12955 W. WASHINGTON BLVD LOS ANGELES, CA 90066 310-659-5900 390 GLENBOROUGH DR HOUSTON, TX 77067 832-249-9379 ACOUSTICAL CONSULTANT IDIBRI FOOD SERVICE CONSULTANT NEXT STEP DESIGN 15508 WRIGHT BROTHERS DR ADDISON, TX 75001 972-239-1505 913 WEST ST ANNAPOLIS, MD 21401 410-263-1200 AUDIOVISUAL CONSULTANT DIMENSIONAL INNOVATIONS LANDSCAPE ARCHITECT CO'DESIGN 3421 MERRIAM DR OVERLAND PARK, KS 66203 913-384-3488 1200 YAUPON VALLEY RD AUSTIN, TX 78746 512-423-1298 HISTORIC CONSULTANT ARCHITEXAS 2900 S. CONGRESS AVE SUITE 200 AUSTIN, TX 78704 512-444-4220 ARCHITECTURAL SUPPORT MCKINNEY YORK ARCHITECTS 1301 E. 7TH ST AUSTIN TX 78702 512-476-0201 Y O R L I K T S O P E H T t e e r t S h t 6 t s e W 0 1 2 1 0 7 8 7 X T , n i t s u A REVISION HISTORY REVISION DESCRIPTION PROFESSIONAL SEALS DATE INDEX SHEET DRAWN BY Author PROJECT NUMBER 121070 ORIGINAL ISSUE HISTORIC REVIEW SUBMISSION CHECKED BY Checker PROJECT ABBREVIATION KPO DATE 10/14/2022 G-002P SHEET NUMBER W. 7TH ST W. 6TH ST. DN UP UP UP UP UP UP . T S O D A R O L O C DN UP Page Southerland Page, Inc. 400 W. Cesar Chavez Street Fifth Floor Austin, TX 78701 pagethink.com TEL FAX 512 472 6721 512 477 3211 ARCHITECTURE / ENGINEERING / INTERIORS / PLANNING / CONSULTING Austin / Dallas / Denver / Houston / San Francisco / Washington DC / International Affiliate Offices DESIGN ARCHITECT ROCKWELL GROUP 5 UNION SQUARE WEST NEW YORK, NY 10003 212-463-0334 ARCHITECT OF RECORD PAGE SOUTHERLAND PAGE 400 W CESAR CHAVEZ ST SUITE 500 AUSTIN, TX 78701 512-382-3527 STRUCTURAL ENGINEER THORNTON TOMASETTI MEP ENGINEER BLUM CONSULTING 804 LAS CIMAS PKWY SUITE 140 AUSTIN, TX 78746 512-580-1750 8144 WALNUT HILL LANE SUITE 200 DALLAS, TX 75231 214-373-8222 LIGHTING CONSULTANT SEAN O'CONNOR LIGHTING TECHNOLOGY/SECURITY 4B TECHNOLOGY 12955 W. WASHINGTON BLVD LOS ANGELES, CA 90066 310-659-5900 390 GLENBOROUGH DR HOUSTON, TX 77067 832-249-9379 ACOUSTICAL CONSULTANT IDIBRI FOOD SERVICE CONSULTANT NEXT STEP DESIGN 15508 WRIGHT BROTHERS DR ADDISON, TX 75001 972-239-1505 913 WEST ST ANNAPOLIS, MD 21401 410-263-1200 AUDIOVISUAL CONSULTANT DIMENSIONAL INNOVATIONS LANDSCAPE ARCHITECT CO'DESIGN 3421 MERRIAM DR OVERLAND PARK, KS 66203 913-384-3488 1200 YAUPON VALLEY RD AUSTIN, TX 78746 512-423-1298 HISTORIC CONSULTANT ARCHITEXAS 2900 S. CONGRESS AVE SUITE 200 AUSTIN, TX 78704 512-444-4220 ARCHITECTURAL SUPPORT MCKINNEY YORK ARCHITECTS 1301 E. 7TH ST AUSTIN TX 78702 512-476-0201 Y O R L I K T S O P E H T t e e r t S h t 6 t s e W 0 1 2 1 0 7 8 7 X T , n i t s u A REVISION HISTORY REVISION DESCRIPTION PROFESSIONAL SEALS DATE ARCHITECTURAL SITE PLAN DRAWN BY NT PROJECT NUMBER 121070 ORIGINAL ISSUE HISTORIC REVIEW SUBMISSION CHECKED BY PROJECT ABBREVIATION NT KPO DATE 10/14/2022 AS-101 SHEET NUMBER -4' 0 4' 8' 16' PLAN NORTH TRUE NORTH . T S A C A V A L 1 Architectural Site Plan SCALE: 1/16" = 1'-0" t v r . L A R T N E C - 2 2 R - O P K - A 0 7 0 1 2 1 / e c i f f O : E M A N R E S U t s o P y o r l i K - 0 7 0 1 2 1 / / : s c o D k s e d o t u A : E M A N E L I F 0 2 : 8 4 : 1 1 2 2 0 2 / 3 1 / 0 1 : P M A T S E T A D M P 0 1 2 3 4 5 6 7 8 9 A A.8 B C C.2 D.8 AD-202 D E 1 F G H 14 8 9 15 15 UP 3 3 3 UP UP 14 16 MIN 3'-0" CLR 9 10 10 11 14 8 14 12 4 5 13 5 6 8 7 14 6 2 7 8 7 7 14 3 8 BG GARAGE INTAKE AREAWAY 1 14 2 AD-201 1 Demo Plan - Cellar SCALE: 1/8" = 1'-0" t v r . L A R T N E C - 2 2 R - O P K - A 0 7 0 1 2 1 / e c i f f O : E M A N R E S U t s o P y o r l i K - 0 7 0 1 2 1 / / : s c o D k s e d o t u A : E M A N E L I F 3 2 : 7 4 : 1 1 2 2 0 2 / 3 1 / 0 1 : P M A T S E T A D M P KEYED NOTES DEMOLITION PLAN GENERAL NOTES NUMBER DESCRIPTION 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 REMOVE EXIST ELEVATOR CAR, HOISTWAY, PIT, & ALL ASSOCIATED ELEVATOR EQUIPMENT REMOVE EXIST STL STAIRS W CONC FILLED TREADS REMOVE EXIST CONC STAIRS EXIST LADDER TO REMAIN REMOVE EXIST WD DOOR FRAME EXIST ELEC PANELS/SWITCHES TO BE RELOCATED - REF ELEC REMOVE EXIST DOORS REF MEP FOR EXIST DRAINS, VENTS, CONDUITS, FIRE ALARM, FIRE SUPPRESSION SYSTEMS & ASSOCIATED SUPPORTS TO BE DEMOLISHED, THIS ROOM REPLACE EXIST STUB-UPS W/ FLUSH CAP REMOVE EXIST PAINT FROM ALL EXPOSED BRICK SURFACES; CLEAN ALL EXPOSED MASONRY SURFACES OF ANY STAINS, REMOVE MISC FASTENERS & MORTAR RESIDUE REMOVE EXIST COLUMN - REF STRUCT EXIST EQUIP PAD TO BE DEMOLISHED EXIST SUMP PUMP HATCH TO REMAIN DEMO EXIST CONC SLAB - REF STRUCT DEMO EXIST RAISED CONC SLAB - REF STRUCT REMOVE EXIST LADDER WATER CISTERN PLAZA MECH B117 VESTIBULE B118 VESTIBULE B104 13. RELOCATE ROOF DRAINS ALONG THE DEMOLITION LINE. RELOCATE AND RESLOPE ROOF TO NEW DRAIN LOCATIONS. CTJ LOADING B116 ELEV VESTIBULE B119 FSV B105 ELEVATOR PIT B107 ELEV. PIT VESTIBULE B109 STORAGE B122 ELEVATOR PIT B110 ELEVATOR PIT B111 ELEVATOR PIT B113 ELEV. PIT VESTIBULE B112 1. COORDINATE ALL DEMOLITION WITH THE INFORMATION PROVIDED IN THIS SET OF CONTRACT DOCUMENTS. 2. ALL MATERIAL TO BE DEMOLISHED AND REMOVED SHALL BE DISPOSED OF AS APPROVED BY LOCAL ORDINANCE AND CODES. 3. THE EXISTING AREAS TO REMAIN SHALL BE PROTECTED. ALL DAMAGE RESULTING FROM WORK IN THIS CONTRACT SHALL BE RETURNED TO ITS ORIGINAL STATE. CAREFULLY DISMANTLE AND REMOVE MATERIALS SHOWN ON PLANS TO BE DEMOLISHED. NOTIFY ARCHITECT PRIOR TO CONSTRUCTION OF ANY DEMOLITION WORK THAT MAY DAMAGE THE INTEGRITY OF ANY MATERIALS WHICH ARE TO REMAIN AS EXISTING. 4. PARTS OF THIS BUILDING WILL BE ACTIVE, THE CONTRACTOR SHALL COORDINATE ALL SYSTEM SHUT DOWNS WITH THE FACILITY MANAGER. THE CONTRACTOR SHALL INFORM THE FACILITY MANAGER OF SCHEDULE, DURATION AND AREAS AFFECTED AND SHALL RECEIVE OWNER APPROVAL PRIOR TO SHUT DOWN COMMENCEMENT. 5. THE PREMISES IN WHICH WORK IS BEING PERFORMED SHALL BE KEPT CLEAN AT ALL TIMES. 6. EXISTING CONCRETE SLABS INTENDED TO REMAIN SHALL BE REPAIRED AND FLOATED LEVEL W/ SURROUNDING SLABS AND PREPARED TO RECEIVE NEW FINISH. 7. DOORS, FRAMES, HARDWARE, PLUMBING AND ELECTRICAL DEVICES AND FIXTURES, ETC. NOT REUSED SHALL BE DELIVERED TO OWNER, COORDINATE THIS WITH THE OWNER. 8. REMOVE ALL CONDUCTORS, CONDUIT AND BOXES BACK TO PANEL IN RENOVATED AREA REMOVE ALL RELATED STRAPS AND HANGERS - RE: ELECTRICAL DRAWINGS FOR MORE INFORMATION. 9. REMOVE ALL PLUMBING FROM RENOVATED AREA TO NEAREST JUNCTURE WHERE THE LINE IS STILL USED AND CAP. REMOVE RELATED UNUSED STRAPS AND HANGERS, RE: PLUMBING DRAWINGS FOR MORE INFORMATION. PLUMBING LINE SERVING OTHER AREAS SHALL BE KEPT. CONTRACTOR IS TO VERIFY PLUMBING LINES PRIOR TO DEMOLITION. RE: PLUMBING DRAWINGS FOR MORE INFORMATION. 10. REMOVE ALL HVAC DUCTWORK IN RENOVATED AREA TO NEAREST JUNCTURE WHERE THE DUCT IS STILL IN USE AND CAP AS REQUIRED. REMOVE ALL RELATED STRAPS AND HANGERS. RE: MECHANICAL DRAWINGS FOR MORE INFORMATION. 11.DURING CONSTRUCTION, MAINTAIN NEGATIVE AIR PRESSURE ON CONSTRUCTION ZONE WHILE MAINTAINING POSITIVE PRESSURE ON THE NON-CONSTRUCTION ZONE. 12. MAINTAIN EXISTING UTILITIES TO REMAIN IN SERVICE. IDENTIFY AND PROTECT AGAINST DAMAGE DURING DEMOLITION. THE CONTRACTOR IS TO REFERENCE THE CIVIL DOCUMENTS AND TO NOTIFY THE OWNER, ARCHITECT, AND CIVIL ENGINEER IF ANY UTILITIES ARE UNCOVERED DURING THE DEMOLITION PHASE THAT ARE NOT IDENTIFIED IN THE DOCUMENTS PROVIDED. 14. ANY AND ALL FIRE PROOFING LOST FROM DEMOLITION WORK MUST BE REPAID AS REQUIRED FOR CODE RELATED RATING. 15. PROVIDE TEMPORARY WEATHER PROTECTION DURING INTERVAL BETWEEN INSTALLATION OF NEW CONSTRUCTION SO AS TO ENSURE THAT NO WATER LEAKAGE OR DAMAGE OCCURS TO THE STRUCTURE OR INTERIOR AREAS OF THE EXISTING BUILDING. REMOVE TEMPORARY PROTECTIONS AT COMPLETION OF WORK. 16. REMOVE EXISTING CEILINGS AND CEILING SUPPORT SYSTEM WHERE NEW CEILINGS ARE INDICATED, UNLESS NOTED OTHERWISE. 17. REMOVE EXISTING FINISHES AS REQUIRED AS PER FINISH MANUFACTURE'S PRINTED INSTRUCTIONS, SEE FINISH SCHEDULE FOR NEW FINISHES. 18. PROTECT EXISTING FIRE PROOFING OR FIRE ASSEMBLIES INDICATED TO REMAIN, DAMAGE DURING DEMOLITION SHALL BE REPAIRED TO CONFORM TO ORIGINAL FIRE PROTECTION REQUIREMENTS. 19. AREA OR OBJECTS IDENTIFIED AS "EXISTING TO REMAIN" OR " NOT IN CONTRACT" - "N.I.C." SHALL BE PROTECTED. ALL DAMAGE TO THESE AREAS RESULTING FROM DEMOLITION WORK WITHIN THIS CONTRACT SHALL BE RETURNED TO ITS ORIGINAL STATE. 20. ALL INFORMATION REGARDING EXISTING CONDITIONS IS BASED ON OWNER SUPPLIED DOCUMENTS AND MAY NOT REFLECT ACTUAL FIELD CONDITIONS. UPON DISCOVERY OF ANY DISCREPANCIES BETWEEN DRAWINGS DEPICTING EXISTING CONDITIONS OR UPON DISCOVERY OF UNKNOWN CONDITIONS DETRIMENTAL TO THE COMPLETION OF THE WORK AS INDICATED ON THE DRAWINGS. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT, IN WRITING, OF THE CONDITIONS IN QUESTION BEFORE PROCEEDING WITH THE WORK IN THAT AREA. 21. COORDINATE ALL DEMOLITION FROM ALL DISCIPLINES WITH THE INFORMATION PROVIDED ON CONTRACT DOCUMENTS. 22. COORDINATE OWNER WALK THROUGH TO IDENTIFY AL ITEMS TO BE SALVAGED FOR THE OWNER'S RE-USE. INCLUDING BUT NOT LIMITED TO MEDICAL EQUIPMENT, FRAMED DOCUMENTS, SIGNS/GRAPHIC ART, HISTORICAL COLLECTIBLES, ETC. REMOVE ITEMS THUS IDENTIFIED AND GIVE TO THE OWNER, OR STORE FOR RE-USE AT PER OWNERS DIRECTION. 23. THIS PLAN IS BEING ISSUED FOR THE PURPOSE OF ASSISTING THE CONTRACTOR IN BETTER UNDERSTANDING THE PROJECT SCOPE. IT SHALL REMAIN THE CONTRACTORS RESPONSIBILITY TO VISIT THE JOB SITE AND FAMILIARIZE HIMSELF WITH THE EXISTING CONDITIONS. 24. REFER TO ELECTRICAL DWGS FOR LIGHTING PROTECTION. DEMOLITION PLAN LEGEND SYMBOL DESCRIPTION CONSTRUCTION SEPARATION (CONTRACTOR TO COORDINATE WITH INDEED TOWER FACILITY MGR) EXISTING CONSTRUCTION TO REMAIN EXISTING CONSTRUCTION TO BE DEMOLISHED EXISTING CONSTRUCTION TO BE DEMOLISHED EXISTING FINISH FLOORING, CONCRETE TOPPING SLAB, AND STRUCTURAL SLAB TO BE DEMOLISHED REMOVE WOOD FLOORING REMOVE FINISH FLOORING & CONCRETE TOPPING SLAB TO RECEIVE NEW FINISH FLOOR; DEPTH AS NOTED ON DRAWINGS REMOVE STONE OR CERAMIC TILE REMOVE TERRAZO FLOORING REMOVE CARPET -4' 0 4' 8' 16' TRUE NORTH Page Southerland Page, Inc. 400 W. Cesar Chavez Street Fifth Floor Austin, TX 78701 pagethink.com TEL FAX 512 472 6721 512 477 3211 ARCHITECTURE / ENGINEERING / INTERIORS / PLANNING / CONSULTING Austin / Dallas / Denver / Houston / San Francisco / Washington DC / International Affiliate Offices DESIGN ARCHITECT ROCKWELL GROUP 5 UNION SQUARE WEST NEW YORK, NY 10003 212-463-0334 ARCHITECT OF RECORD PAGE SOUTHERLAND PAGE 400 W CESAR CHAVEZ ST SUITE 500 AUSTIN, TX 78701 512-382-3527 STRUCTURAL ENGINEER THORNTON TOMASETTI MEP ENGINEER BLUM CONSULTING 804 LAS CIMAS PKWY SUITE 140 AUSTIN, TX 78746 512-580-1750 8144 WALNUT HILL LANE SUITE 200 DALLAS, TX 75231 214-373-8222 LIGHTING CONSULTANT SEAN O'CONNOR LIGHTING TECHNOLOGY/SECURITY 4B TECHNOLOGY 12955 W. WASHINGTON BLVD LOS ANGELES, CA 90066 310-659-5900 390 GLENBOROUGH DR HOUSTON, TX 77067 832-249-9379 ACOUSTICAL CONSULTANT IDIBRI FOOD SERVICE CONSULTANT NEXT STEP DESIGN 15508 WRIGHT BROTHERS DR ADDISON, TX 75001 972-239-1505 913 WEST ST ANNAPOLIS, MD 21401 410-263-1200 AUDIOVISUAL CONSULTANT DIMENSIONAL INNOVATIONS LANDSCAPE ARCHITECT CO'DESIGN 3421 MERRIAM DR OVERLAND PARK, KS 66203 913-384-3488 1200 YAUPON VALLEY RD AUSTIN, TX 78746 512-423-1298 HISTORIC CONSULTANT ARCHITEXAS 2900 S. CONGRESS AVE SUITE 200 AUSTIN, TX 78704 512-444-4220 ARCHITECTURAL SUPPORT MCKINNEY YORK ARCHITECTS 1301 E. 7TH ST AUSTIN TX 78702 512-476-0201 Y O R L I K T S O P E H T t e e r t S h t 6 t s e W 0 1 2 1 0 7 8 7 X T , n i t s u A REVISION HISTORY REVISION DESCRIPTION PROFESSIONAL SEALS DATE DEMOLITION PLAN - CELLAR DRAWN BY MS PROJECT NUMBER 121070 ORIGINAL ISSUE HISTORIC REVIEW SUBMISSION CHECKED BY PROJECT ABBREVIATION NT KPO DATE 10/14/2022 AD-100 SHEET NUMBER 0 1 2 3 4 6 7 8 9 1 AD-201 5 1 1 PLAZA LOBBY 103 STAIR 5 1S5 2 AD-202 2 2 2 1 1 5 DN 3 6 1 4 A A.8 B C C.2 D.8 AD-202 D E 1 F G H t v r . L A R T N E C - 2 2 R - O P K - A 0 7 0 1 2 1 / e c i f f O : E M A N R E S U t s o P y o r l i K - 0 7 0 1 2 1 / / : s c o D k s e d o t u A : E M A N E L I F 4 3 : 7 4 : 1 1 2 2 0 2 / 3 1 / 0 1 : P M A T S E T A D M P 1 Demo Level 01 SCALE: 1/8" = 1'-0" DN 2 AD-201 KEYED NOTES DEMOLITION PLAN GENERAL NOTES NUMBER DESCRIPTION 1 2 3 4 5 6 REF MEP FOR EXIST DRAINS, VENTS, CONDUITS, FIRE ALARM, FIRE SUPPRESSION SYSTEMS & ASSOCIATED SUPPORTS TO BE DEMOLISHED, THIS ROOM DEMO EXIST GLAZING SYSTEM/WINDOWS REMOVE EXIST CONC STAIRS SALVAGE STONE WAINSCOT BETWEEN GRIDLINES C & D REVIEW EXST BEAM BEARING CONDITION WITH ARCHITECT & ENGINEER PRIOR TO PARTIAL DEMO OF PIER REMOVE EXIST STONE PAVING 1. COORDINATE ALL DEMOLITION WITH THE INFORMATION PROVIDED IN THIS SET OF CONTRACT DOCUMENTS. 2. ALL MATERIAL TO BE DEMOLISHED AND REMOVED SHALL BE DISPOSED OF AS APPROVED BY LOCAL ORDINANCE AND CODES. 3. THE EXISTING AREAS TO REMAIN SHALL BE PROTECTED. ALL DAMAGE RESULTING FROM WORK IN THIS CONTRACT SHALL BE RETURNED TO ITS ORIGINAL STATE. CAREFULLY DISMANTLE AND REMOVE MATERIALS SHOWN ON PLANS TO BE DEMOLISHED. NOTIFY ARCHITECT PRIOR TO CONSTRUCTION OF ANY DEMOLITION WORK THAT MAY DAMAGE THE INTEGRITY OF ANY MATERIALS WHICH ARE TO REMAIN AS EXISTING. 4. PARTS OF THIS BUILDING WILL BE ACTIVE, THE CONTRACTOR SHALL COORDINATE ALL SYSTEM SHUT DOWNS WITH THE FACILITY MANAGER. THE CONTRACTOR SHALL INFORM THE FACILITY MANAGER OF SCHEDULE, DURATION AND AREAS AFFECTED AND SHALL RECEIVE OWNER APPROVAL PRIOR TO SHUT DOWN COMMENCEMENT. 5. THE PREMISES IN WHICH WORK IS BEING PERFORMED SHALL BE KEPT CLEAN AT ALL TIMES. 6. EXISTING CONCRETE SLABS INTENDED TO REMAIN SHALL BE REPAIRED AND FLOATED LEVEL W/ SURROUNDING SLABS AND PREPARED TO RECEIVE NEW FINISH. 7. DOORS, FRAMES, HARDWARE, PLUMBING AND ELECTRICAL DEVICES AND FIXTURES, ETC. NOT REUSED SHALL BE DELIVERED TO OWNER, COORDINATE THIS WITH THE OWNER. 8. REMOVE ALL CONDUCTORS, CONDUIT AND BOXES BACK TO PANEL IN RENOVATED AREA REMOVE ALL RELATED STRAPS AND HANGERS - RE: ELECTRICAL DRAWINGS FOR MORE INFORMATION. 9. REMOVE ALL PLUMBING FROM RENOVATED AREA TO NEAREST JUNCTURE WHERE THE LINE IS STILL USED AND CAP. REMOVE RELATED UNUSED STRAPS AND HANGERS, RE: PLUMBING DRAWINGS FOR MORE INFORMATION. PLUMBING LINE SERVING OTHER AREAS SHALL BE KEPT. CONTRACTOR IS TO VERIFY PLUMBING LINES PRIOR TO DEMOLITION. RE: PLUMBING DRAWINGS FOR MORE INFORMATION. 10. REMOVE ALL HVAC DUCTWORK IN RENOVATED AREA TO NEAREST JUNCTURE WHERE THE DUCT IS STILL IN USE AND CAP AS REQUIRED. REMOVE ALL RELATED STRAPS AND HANGERS. RE: MECHANICAL DRAWINGS FOR MORE INFORMATION. 11.DURING CONSTRUCTION, MAINTAIN NEGATIVE AIR PRESSURE ON CONSTRUCTION ZONE WHILE MAINTAINING POSITIVE PRESSURE ON THE NON-CONSTRUCTION ZONE. 12. MAINTAIN EXISTING UTILITIES TO REMAIN IN SERVICE. IDENTIFY AND PROTECT AGAINST DAMAGE DURING DEMOLITION. THE CONTRACTOR IS TO REFERENCE THE CIVIL DOCUMENTS AND TO NOTIFY THE OWNER, ARCHITECT, AND CIVIL ENGINEER IF ANY UTILITIES ARE UNCOVERED DURING THE DEMOLITION PHASE THAT ARE NOT IDENTIFIED IN THE DOCUMENTS PROVIDED. 13. RELOCATE ROOF DRAINS ALONG THE DEMOLITION LINE. RELOCATE AND RESLOPE ROOF TO NEW DRAIN LOCATIONS. 14. ANY AND ALL FIRE PROOFING LOST FROM DEMOLITION WORK MUST BE REPAID AS REQUIRED FOR CODE RELATED RATING. 15. PROVIDE TEMPORARY WEATHER PROTECTION DURING INTERVAL BETWEEN INSTALLATION OF NEW CONSTRUCTION SO AS TO ENSURE THAT NO WATER LEAKAGE OR DAMAGE OCCURS TO THE STRUCTURE OR INTERIOR AREAS OF THE EXISTING BUILDING. REMOVE TEMPORARY PROTECTIONS AT COMPLETION OF WORK. 16. REMOVE EXISTING CEILINGS AND CEILING SUPPORT SYSTEM WHERE NEW CEILINGS ARE INDICATED, UNLESS NOTED OTHERWISE. 17. REMOVE EXISTING FINISHES AS REQUIRED AS PER FINISH MANUFACTURE'S PRINTED INSTRUCTIONS, SEE FINISH SCHEDULE FOR NEW FINISHES. 18. PROTECT EXISTING FIRE PROOFING OR FIRE ASSEMBLIES INDICATED TO REMAIN, DAMAGE DURING DEMOLITION SHALL BE REPAIRED TO CONFORM TO ORIGINAL FIRE PROTECTION REQUIREMENTS. 19. AREA OR OBJECTS IDENTIFIED AS "EXISTING TO REMAIN" OR " NOT IN CONTRACT" - "N.I.C." SHALL BE PROTECTED. ALL DAMAGE TO THESE AREAS RESULTING FROM DEMOLITION WORK WITHIN THIS CONTRACT SHALL BE RETURNED TO ITS ORIGINAL STATE. 20. ALL INFORMATION REGARDING EXISTING CONDITIONS IS BASED ON OWNER SUPPLIED DOCUMENTS AND MAY NOT REFLECT ACTUAL FIELD CONDITIONS. UPON DISCOVERY OF ANY DISCREPANCIES BETWEEN DRAWINGS DEPICTING EXISTING CONDITIONS OR UPON DISCOVERY OF UNKNOWN CONDITIONS DETRIMENTAL TO THE COMPLETION OF THE WORK AS INDICATED ON THE DRAWINGS. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT, IN WRITING, OF THE CONDITIONS IN QUESTION BEFORE PROCEEDING WITH THE WORK IN THAT AREA. 21. COORDINATE ALL DEMOLITION FROM ALL DISCIPLINES WITH THE INFORMATION PROVIDED ON CONTRACT DOCUMENTS. 22. COORDINATE OWNER WALK THROUGH TO IDENTIFY AL ITEMS TO BE SALVAGED FOR THE OWNER'S RE-USE. INCLUDING BUT NOT LIMITED TO MEDICAL EQUIPMENT, FRAMED DOCUMENTS, SIGNS/GRAPHIC ART, HISTORICAL COLLECTIBLES, ETC. REMOVE ITEMS THUS IDENTIFIED AND GIVE TO THE OWNER, OR STORE FOR RE-USE AT PER OWNERS DIRECTION. 23. THIS PLAN IS BEING ISSUED FOR THE PURPOSE OF ASSISTING THE CONTRACTOR IN BETTER UNDERSTANDING THE PROJECT SCOPE. IT SHALL REMAIN THE CONTRACTORS RESPONSIBILITY TO VISIT THE JOB SITE AND FAMILIARIZE HIMSELF WITH THE EXISTING CONDITIONS. 24. REFER TO ELECTRICAL DWGS FOR LIGHTING PROTECTION. DEMOLITION PLAN LEGEND SYMBOL DESCRIPTION CONSTRUCTION SEPARATION (CONTRACTOR TO COORDINATE WITH INDEED TOWER FACILITY MGR) EXISTING CONSTRUCTION TO REMAIN EXISTING CONSTRUCTION TO BE DEMOLISHED EXISTING CONSTRUCTION TO BE DEMOLISHED EXISTING FINISH FLOORING, CONCRETE TOPPING SLAB, AND STRUCTURAL SLAB TO BE DEMOLISHED REMOVE WOOD FLOORING REMOVE FINISH FLOORING & CONCRETE TOPPING SLAB TO RECEIVE NEW FINISH FLOOR; DEPTH AS NOTED ON DRAWINGS REMOVE STONE OR CERAMIC TILE REMOVE TERRAZO FLOORING Page Southerland Page, Inc. 400 W. Cesar Chavez Street Fifth Floor Austin, TX 78701 pagethink.com TEL FAX 512 472 6721 512 477 3211 ARCHITECTURE / ENGINEERING / INTERIORS / PLANNING / CONSULTING Austin / Dallas / Denver / Houston / San Francisco / Washington DC / International Affiliate Offices DESIGN ARCHITECT ROCKWELL GROUP 5 UNION SQUARE WEST NEW YORK, NY 10003 212-463-0334 ARCHITECT OF RECORD PAGE SOUTHERLAND PAGE 400 W CESAR CHAVEZ ST SUITE 500 AUSTIN, TX 78701 512-382-3527 STRUCTURAL ENGINEER THORNTON TOMASETTI MEP ENGINEER BLUM CONSULTING 804 LAS CIMAS PKWY SUITE 140 AUSTIN, TX 78746 512-580-1750 8144 WALNUT HILL LANE SUITE 200 DALLAS, TX 75231 214-373-8222 LIGHTING CONSULTANT SEAN O'CONNOR LIGHTING TECHNOLOGY/SECURITY 4B TECHNOLOGY 12955 W. WASHINGTON BLVD LOS ANGELES, CA 90066 310-659-5900 390 GLENBOROUGH DR HOUSTON, TX 77067 832-249-9379 ACOUSTICAL CONSULTANT IDIBRI FOOD SERVICE CONSULTANT NEXT STEP DESIGN 15508 WRIGHT BROTHERS DR ADDISON, TX 75001 972-239-1505 913 WEST ST ANNAPOLIS, MD 21401 410-263-1200 AUDIOVISUAL CONSULTANT DIMENSIONAL INNOVATIONS LANDSCAPE ARCHITECT CO'DESIGN 3421 MERRIAM DR OVERLAND PARK, KS 66203 913-384-3488 1200 YAUPON VALLEY RD AUSTIN, TX 78746 512-423-1298 HISTORIC CONSULTANT ARCHITEXAS 2900 S. CONGRESS AVE SUITE 200 AUSTIN, TX 78704 512-444-4220 ARCHITECTURAL SUPPORT MCKINNEY YORK ARCHITECTS 1301 E. 7TH ST AUSTIN TX 78702 512-476-0201 Y O R L I K T S O P E H T t e e r t S h t 6 t s e W 0 1 2 1 0 7 8 7 X T , n i t s u A REVISION HISTORY REMOVE CARPET REVISION DESCRIPTION PROFESSIONAL SEALS DATE -4' 0 4' 8' 16' TRUE NORTH DEMOLITION PLAN - LEVEL 01 DRAWN BY MS PROJECT NUMBER 121070 ORIGINAL ISSUE HISTORIC REVIEW SUBMISSION CHECKED BY PROJECT ABBREVIATION NT KPO DATE 10/14/2022 AD-101 SHEET NUMBER STAIR 1 1S1 FSV B105 A.G. PARKING LOBBY 102 LOWER LOBBY 101 0 1 2 3 4 6 7 8 9 1 AD-201 5 A A.8 B C C.2 D.8 AD-202 D E 1 F G H t v r . L A R T N E C - 2 2 R - O P K - A 0 7 0 1 2 1 / e c i f f O : E M A N R E S U t s o P y o r l i K - 0 7 0 1 2 1 / / : s c o D k s e d o t u A : E M A N E L I F 9 4 : 3 1 : 2 1 2 2 0 2 / 4 1 / 0 1 : P M A T S E T A D M A 2 AD-201 1 Demo Level 02 SCALE: 1/8" = 1'-0" 2 OPEN TO BELOW 2 6' - 8 1/2" 6' - 0" OPEN TO BELOW 4 5 6 6 6 6 6 6 2 1 AD-211 1 3 2 AD-202 KEYED NOTES DEMOLITION PLAN GENERAL NOTES NUMBER DESCRIPTION 1 2 3 4 5 6 EXIST BALCONY TO BE DEMOLISHED - REF STRUCT EXIST COLUMNS & STEEL SUPPORTS TO BE DEMOLISHED - REF STRUCT REF MEP FOR EXIST DRAINS, VENTS, CONDUITS, FIRE ALARM, FIRE SUPPRESSION SYSTEMS & ASSOCIATED SUPPORTS TO BE DEMOLISHED, THIS ROOM REMOVE EXIST ELEVATOR CAR, HOISTWAY, PIT, & ALL ASSOCIATED ELEVATOR EQUIPMENT REMOVE EXIST STL STAIRS W CONC FILLED TREADS REMOVE EXIST STL SUPPORT BRACKETS (2 PER COLUMN); REPAIR INTUMESCENT COATING WHERE REMOVED 1. COORDINATE ALL DEMOLITION WITH THE INFORMATION PROVIDED IN THIS SET OF CONTRACT DOCUMENTS. 2. ALL MATERIAL TO BE DEMOLISHED AND REMOVED SHALL BE DISPOSED OF AS APPROVED BY LOCAL ORDINANCE AND CODES. 3. THE EXISTING AREAS TO REMAIN SHALL BE PROTECTED. ALL DAMAGE RESULTING FROM WORK IN THIS CONTRACT SHALL BE RETURNED TO ITS ORIGINAL STATE. CAREFULLY DISMANTLE AND REMOVE MATERIALS SHOWN ON PLANS TO BE DEMOLISHED. NOTIFY ARCHITECT PRIOR TO CONSTRUCTION OF ANY DEMOLITION WORK THAT MAY DAMAGE THE INTEGRITY OF ANY MATERIALS WHICH ARE TO REMAIN AS EXISTING. 4. PARTS OF THIS BUILDING WILL BE ACTIVE, THE CONTRACTOR SHALL COORDINATE ALL SYSTEM SHUT DOWNS WITH THE FACILITY MANAGER. THE CONTRACTOR SHALL INFORM THE FACILITY MANAGER OF SCHEDULE, DURATION AND AREAS AFFECTED AND SHALL RECEIVE OWNER APPROVAL PRIOR TO SHUT DOWN COMMENCEMENT. 5. THE PREMISES IN WHICH WORK IS BEING PERFORMED SHALL BE KEPT CLEAN AT ALL TIMES. 6. EXISTING CONCRETE SLABS INTENDED TO REMAIN SHALL BE REPAIRED AND FLOATED LEVEL W/ SURROUNDING SLABS AND PREPARED TO RECEIVE NEW FINISH. 7. DOORS, FRAMES, HARDWARE, PLUMBING AND ELECTRICAL DEVICES AND FIXTURES, ETC. NOT REUSED SHALL BE DELIVERED TO OWNER, COORDINATE THIS WITH THE OWNER. 8. REMOVE ALL CONDUCTORS, CONDUIT AND BOXES BACK TO PANEL IN RENOVATED AREA REMOVE ALL RELATED STRAPS AND HANGERS - RE: ELECTRICAL DRAWINGS FOR MORE INFORMATION. 9. REMOVE ALL PLUMBING FROM RENOVATED AREA TO NEAREST JUNCTURE WHERE THE LINE IS STILL USED AND CAP. REMOVE RELATED UNUSED STRAPS AND HANGERS, RE: PLUMBING DRAWINGS FOR MORE INFORMATION. PLUMBING LINE SERVING OTHER AREAS SHALL BE KEPT. CONTRACTOR IS TO VERIFY PLUMBING LINES PRIOR TO DEMOLITION. RE: PLUMBING DRAWINGS FOR MORE INFORMATION. 10. REMOVE ALL HVAC DUCTWORK IN RENOVATED AREA TO NEAREST JUNCTURE WHERE THE DUCT IS STILL IN USE AND CAP AS REQUIRED. REMOVE ALL RELATED STRAPS AND HANGERS. RE: MECHANICAL DRAWINGS FOR MORE INFORMATION. 11.DURING CONSTRUCTION, MAINTAIN NEGATIVE AIR PRESSURE ON CONSTRUCTION ZONE WHILE MAINTAINING POSITIVE PRESSURE ON THE NON-CONSTRUCTION ZONE. 12. MAINTAIN EXISTING UTILITIES TO REMAIN IN SERVICE. IDENTIFY AND PROTECT AGAINST DAMAGE DURING DEMOLITION. THE CONTRACTOR IS TO REFERENCE THE CIVIL DOCUMENTS AND TO NOTIFY THE OWNER, ARCHITECT, AND CIVIL ENGINEER IF ANY UTILITIES ARE UNCOVERED DURING THE DEMOLITION PHASE THAT ARE NOT IDENTIFIED IN THE DOCUMENTS PROVIDED. 13. RELOCATE ROOF DRAINS ALONG THE DEMOLITION LINE. RELOCATE AND RESLOPE ROOF TO NEW DRAIN LOCATIONS. 14. ANY AND ALL FIRE PROOFING LOST FROM DEMOLITION WORK MUST BE REPAID AS REQUIRED FOR CODE RELATED RATING. 15. PROVIDE TEMPORARY WEATHER PROTECTION DURING INTERVAL BETWEEN INSTALLATION OF NEW CONSTRUCTION SO AS TO ENSURE THAT NO WATER LEAKAGE OR DAMAGE OCCURS TO THE STRUCTURE OR INTERIOR AREAS OF THE EXISTING BUILDING. REMOVE TEMPORARY PROTECTIONS AT COMPLETION OF WORK. 16. REMOVE EXISTING CEILINGS AND CEILING SUPPORT SYSTEM WHERE NEW CEILINGS ARE INDICATED, UNLESS NOTED OTHERWISE. 17. REMOVE EXISTING FINISHES AS REQUIRED AS PER FINISH MANUFACTURE'S PRINTED INSTRUCTIONS, SEE FINISH SCHEDULE FOR NEW FINISHES. 18. PROTECT EXISTING FIRE PROOFING OR FIRE ASSEMBLIES INDICATED TO REMAIN, DAMAGE DURING DEMOLITION SHALL BE REPAIRED TO CONFORM TO ORIGINAL FIRE PROTECTION REQUIREMENTS. 19. AREA OR OBJECTS IDENTIFIED AS "EXISTING TO REMAIN" OR " NOT IN CONTRACT" - "N.I.C." SHALL BE PROTECTED. ALL DAMAGE TO THESE AREAS RESULTING FROM DEMOLITION WORK WITHIN THIS CONTRACT SHALL BE RETURNED TO ITS ORIGINAL STATE. 20. ALL INFORMATION REGARDING EXISTING CONDITIONS IS BASED ON OWNER SUPPLIED DOCUMENTS AND MAY NOT REFLECT ACTUAL FIELD CONDITIONS. UPON DISCOVERY OF ANY DISCREPANCIES BETWEEN DRAWINGS DEPICTING EXISTING CONDITIONS OR UPON DISCOVERY OF UNKNOWN CONDITIONS DETRIMENTAL TO THE COMPLETION OF THE WORK AS INDICATED ON THE DRAWINGS. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT, IN WRITING, OF THE CONDITIONS IN QUESTION BEFORE PROCEEDING WITH THE WORK IN THAT AREA. 21. COORDINATE ALL DEMOLITION FROM ALL DISCIPLINES WITH THE INFORMATION PROVIDED ON CONTRACT DOCUMENTS. 22. COORDINATE OWNER WALK THROUGH TO IDENTIFY AL ITEMS TO BE SALVAGED FOR THE OWNER'S RE-USE. INCLUDING BUT NOT LIMITED TO MEDICAL EQUIPMENT, FRAMED DOCUMENTS, SIGNS/GRAPHIC ART, HISTORICAL COLLECTIBLES, ETC. REMOVE ITEMS THUS IDENTIFIED AND GIVE TO THE OWNER, OR STORE FOR RE-USE AT PER OWNERS DIRECTION. 23. THIS PLAN IS BEING ISSUED FOR THE PURPOSE OF ASSISTING THE CONTRACTOR IN BETTER UNDERSTANDING THE PROJECT SCOPE. IT SHALL REMAIN THE CONTRACTORS RESPONSIBILITY TO VISIT THE JOB SITE AND FAMILIARIZE HIMSELF WITH THE EXISTING CONDITIONS. 24. REFER TO ELECTRICAL DWGS FOR LIGHTING PROTECTION. DEMOLITION PLAN LEGEND SYMBOL DESCRIPTION CONSTRUCTION SEPARATION (CONTRACTOR TO COORDINATE WITH INDEED TOWER FACILITY MGR) EXISTING CONSTRUCTION TO REMAIN EXISTING CONSTRUCTION TO BE DEMOLISHED EXISTING CONSTRUCTION TO BE DEMOLISHED EXISTING FINISH FLOORING, CONCRETE TOPPING SLAB, AND STRUCTURAL SLAB TO BE DEMOLISHED REMOVE WOOD FLOORING REMOVE FINISH FLOORING & CONCRETE TOPPING SLAB TO RECEIVE NEW FINISH FLOOR; DEPTH AS NOTED ON DRAWINGS REMOVE STONE OR CERAMIC TILE REMOVE TERRAZO FLOORING REMOVE CARPET -4' 0 4' 8' 16' TRUE NORTH Page Southerland Page, Inc. 400 W. Cesar Chavez Street Fifth Floor Austin, TX 78701 pagethink.com TEL FAX 512 472 6721 512 477 3211 ARCHITECTURE / ENGINEERING / INTERIORS / PLANNING / CONSULTING Austin / Dallas / Denver / Houston / San Francisco / Washington DC / International Affiliate Offices DESIGN ARCHITECT ROCKWELL GROUP 5 UNION SQUARE WEST NEW YORK, NY 10003 212-463-0334 ARCHITECT OF RECORD PAGE SOUTHERLAND PAGE 400 W CESAR CHAVEZ ST SUITE 500 AUSTIN, TX 78701 512-382-3527 STRUCTURAL ENGINEER THORNTON TOMASETTI MEP ENGINEER BLUM CONSULTING 804 LAS CIMAS PKWY SUITE 140 AUSTIN, TX 78746 512-580-1750 8144 WALNUT HILL LANE SUITE 200 DALLAS, TX 75231 214-373-8222 LIGHTING CONSULTANT SEAN O'CONNOR LIGHTING TECHNOLOGY/SECURITY 4B TECHNOLOGY 12955 W. WASHINGTON BLVD LOS ANGELES, CA 90066 310-659-5900 390 GLENBOROUGH DR HOUSTON, TX 77067 832-249-9379 ACOUSTICAL CONSULTANT IDIBRI FOOD SERVICE CONSULTANT NEXT STEP DESIGN 15508 WRIGHT BROTHERS DR ADDISON, TX 75001 972-239-1505 913 WEST ST ANNAPOLIS, MD 21401 410-263-1200 AUDIOVISUAL CONSULTANT DIMENSIONAL INNOVATIONS LANDSCAPE ARCHITECT CO'DESIGN 3421 MERRIAM DR OVERLAND PARK, KS 66203 913-384-3488 1200 YAUPON VALLEY RD AUSTIN, TX 78746 512-423-1298 HISTORIC CONSULTANT ARCHITEXAS 2900 S. CONGRESS AVE SUITE 200 AUSTIN, TX 78704 512-444-4220 ARCHITECTURAL SUPPORT MCKINNEY YORK ARCHITECTS 1301 E. 7TH ST AUSTIN TX 78702 512-476-0201 Y O R L I K T S O P E H T t e e r t S h t 6 t s e W 0 1 2 1 0 7 8 7 X T , n i t s u A REVISION HISTORY REVISION DESCRIPTION PROFESSIONAL SEALS DATE DEMOLITION PLAN - LEVEL 02 DRAWN BY MS PROJECT NUMBER 121070 ORIGINAL ISSUE HISTORIC REVIEW SUBMISSION CHECKED BY PROJECT ABBREVIATION NT KPO DATE 10/14/2022 AD-102 SHEET NUMBER 0 1 2 3 4 6 7 8 9 1 AD-201 5 A A.8 B C C.2 D.8 AD-202 D E 1 F G H t v r . L A R T N E C - 2 2 R - O P K - A 0 7 0 1 2 1 / e c i f f O : E M A N R E S U t s o P y o r l i K - 0 7 0 1 2 1 / / : s c o D k s e d o t u A : E M A N E L I F 0 4 : 7 4 : 1 1 2 2 0 2 / 3 1 / 0 1 : P M A T S E T A D M P 1 Demo Level 03 SCALE: 1/8" = 1'-0" 2 AD-202 9 OPEN TO BELOW AD-211 1 11 7 2 2 2 10 10 10 10 1 5 3 3 2 OPEN TO BELOW 4 8 12 5 6 OPEN TO BELOW 9 2 AD-201 5 KEYED NOTES DEMOLITION PLAN GENERAL NOTES NUMBER DESCRIPTION 1 2 3 4 5 6 7 8 9 10 11 12 EXIST FLAGPOLE TO REMAIN REMOVE EXIST MASONRY TO EXPOSE BUILT UP STL COLS, STL COLS TO REMAIN REMOVE EXIST DOOR & FRAME REMOVE EXIST STL STAIRS W CONC FILLED TREADS REMOVE EXIST SUSPENDED SOFFIT (PLASTER & LATH ON 2X FRAMING) AT PERIMETER OF ROOM, TYP REMOVE EXIST WD BASEBOARD, TYP THIS ROOM REMOVE EXIST ELEVATOR CAR, HOISTWAY, PIT, & ALL ASSOCIATED ELEVATOR EQUIPMENT REMOVE EXIST WD T&G FLOORING REMOVE TEMPORARY FALL PROTECTION (WD FRAMING) CAREFULLY REMOVE EXIST CONCRETE COVER AT EXIST STEEL BEAMS; STEEL BEAMS TO REMAIN EXPOSED REF MEP FOR EXIST DRAINS, VENTS, CONDUITS, FIRE ALARM, FIRE SUPPRESSION SYSTEMS & ASSOCIATED SUPPORTS TO BE DEMOLISHED, THIS ROOM REMOVE EXIST FINISH FLR & CEMENTITIOUS TOPPING SLAB AS REQ'D FOR INSTALLATION OF NEW REINFORCED TOPPING - REF STRUCT 1. COORDINATE ALL DEMOLITION WITH THE INFORMATION PROVIDED IN THIS SET OF CONTRACT DOCUMENTS. 2. ALL MATERIAL TO BE DEMOLISHED AND REMOVED SHALL BE DISPOSED OF AS APPROVED BY LOCAL ORDINANCE AND CODES. 3. THE EXISTING AREAS TO REMAIN SHALL BE PROTECTED. ALL DAMAGE RESULTING FROM WORK IN THIS CONTRACT SHALL BE RETURNED TO ITS ORIGINAL STATE. CAREFULLY DISMANTLE AND REMOVE MATERIALS SHOWN ON PLANS TO BE DEMOLISHED. NOTIFY ARCHITECT PRIOR TO CONSTRUCTION OF ANY DEMOLITION WORK THAT MAY DAMAGE THE INTEGRITY OF ANY MATERIALS WHICH ARE TO REMAIN AS EXISTING. 4. PARTS OF THIS BUILDING WILL BE ACTIVE, THE CONTRACTOR SHALL COORDINATE ALL SYSTEM SHUT DOWNS WITH THE FACILITY MANAGER. THE CONTRACTOR SHALL INFORM THE FACILITY MANAGER OF SCHEDULE, DURATION AND AREAS AFFECTED AND SHALL RECEIVE OWNER APPROVAL PRIOR TO SHUT DOWN COMMENCEMENT. 5. THE PREMISES IN WHICH WORK IS BEING PERFORMED SHALL BE KEPT CLEAN AT ALL TIMES. 6. EXISTING CONCRETE SLABS INTENDED TO REMAIN SHALL BE REPAIRED AND FLOATED LEVEL W/ SURROUNDING SLABS AND PREPARED TO RECEIVE NEW FINISH. 7. DOORS, FRAMES, HARDWARE, PLUMBING AND ELECTRICAL DEVICES AND FIXTURES, ETC. NOT REUSED SHALL BE DELIVERED TO OWNER, COORDINATE THIS WITH THE OWNER. 8. REMOVE ALL CONDUCTORS, CONDUIT AND BOXES BACK TO PANEL IN RENOVATED AREA REMOVE ALL RELATED STRAPS AND HANGERS - RE: ELECTRICAL DRAWINGS FOR MORE INFORMATION. 9. REMOVE ALL PLUMBING FROM RENOVATED AREA TO NEAREST JUNCTURE WHERE THE LINE IS STILL USED AND CAP. REMOVE RELATED UNUSED STRAPS AND HANGERS, RE: PLUMBING DRAWINGS FOR MORE INFORMATION. PLUMBING LINE SERVING OTHER AREAS SHALL BE KEPT. CONTRACTOR IS TO VERIFY PLUMBING LINES PRIOR TO DEMOLITION. RE: PLUMBING DRAWINGS FOR MORE INFORMATION. 10. REMOVE ALL HVAC DUCTWORK IN RENOVATED AREA TO NEAREST JUNCTURE WHERE THE DUCT IS STILL IN USE AND CAP AS REQUIRED. REMOVE ALL RELATED STRAPS AND HANGERS. RE: MECHANICAL DRAWINGS FOR MORE INFORMATION. 11.DURING CONSTRUCTION, MAINTAIN NEGATIVE AIR PRESSURE ON CONSTRUCTION ZONE WHILE MAINTAINING POSITIVE PRESSURE ON THE NON-CONSTRUCTION ZONE. 12. MAINTAIN EXISTING UTILITIES TO REMAIN IN SERVICE. IDENTIFY AND PROTECT AGAINST DAMAGE DURING DEMOLITION. THE CONTRACTOR IS TO REFERENCE THE CIVIL DOCUMENTS AND TO NOTIFY THE OWNER, ARCHITECT, AND CIVIL ENGINEER IF ANY UTILITIES ARE UNCOVERED DURING THE DEMOLITION PHASE THAT ARE NOT IDENTIFIED IN THE DOCUMENTS PROVIDED. 13. RELOCATE ROOF DRAINS ALONG THE DEMOLITION LINE. RELOCATE AND RESLOPE ROOF TO NEW DRAIN LOCATIONS. 14. ANY AND ALL FIRE PROOFING LOST FROM DEMOLITION WORK MUST BE REPAID AS REQUIRED FOR CODE RELATED RATING. 15. PROVIDE TEMPORARY WEATHER PROTECTION DURING INTERVAL BETWEEN INSTALLATION OF NEW CONSTRUCTION SO AS TO ENSURE THAT NO WATER LEAKAGE OR DAMAGE OCCURS TO THE STRUCTURE OR INTERIOR AREAS OF THE EXISTING BUILDING. REMOVE TEMPORARY PROTECTIONS AT COMPLETION OF WORK. 16. REMOVE EXISTING CEILINGS AND CEILING SUPPORT SYSTEM WHERE NEW CEILINGS ARE INDICATED, UNLESS NOTED OTHERWISE. 17. REMOVE EXISTING FINISHES AS REQUIRED AS PER FINISH MANUFACTURE'S PRINTED INSTRUCTIONS, SEE FINISH SCHEDULE FOR NEW FINISHES. 18. PROTECT EXISTING FIRE PROOFING OR FIRE ASSEMBLIES INDICATED TO REMAIN, DAMAGE DURING DEMOLITION SHALL BE REPAIRED TO CONFORM TO ORIGINAL FIRE PROTECTION REQUIREMENTS. 19. AREA OR OBJECTS IDENTIFIED AS "EXISTING TO REMAIN" OR " NOT IN CONTRACT" - "N.I.C." SHALL BE PROTECTED. ALL DAMAGE TO THESE AREAS RESULTING FROM DEMOLITION WORK WITHIN THIS CONTRACT SHALL BE RETURNED TO ITS ORIGINAL STATE. 20. ALL INFORMATION REGARDING EXISTING CONDITIONS IS BASED ON OWNER SUPPLIED DOCUMENTS AND MAY NOT REFLECT ACTUAL FIELD CONDITIONS. UPON DISCOVERY OF ANY DISCREPANCIES BETWEEN DRAWINGS DEPICTING EXISTING CONDITIONS OR UPON DISCOVERY OF UNKNOWN CONDITIONS DETRIMENTAL TO THE COMPLETION OF THE WORK AS INDICATED ON THE DRAWINGS. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT, IN WRITING, OF THE CONDITIONS IN QUESTION BEFORE PROCEEDING WITH THE WORK IN THAT AREA. 21. COORDINATE ALL DEMOLITION FROM ALL DISCIPLINES WITH THE INFORMATION PROVIDED ON CONTRACT DOCUMENTS. 22. COORDINATE OWNER WALK THROUGH TO IDENTIFY AL ITEMS TO BE SALVAGED FOR THE OWNER'S RE-USE. INCLUDING BUT NOT LIMITED TO MEDICAL EQUIPMENT, FRAMED DOCUMENTS, SIGNS/GRAPHIC ART, HISTORICAL COLLECTIBLES, ETC. REMOVE ITEMS THUS IDENTIFIED AND GIVE TO THE OWNER, OR STORE FOR RE-USE AT PER OWNERS DIRECTION. 23. THIS PLAN IS BEING ISSUED FOR THE PURPOSE OF ASSISTING THE CONTRACTOR IN BETTER UNDERSTANDING THE PROJECT SCOPE. IT SHALL REMAIN THE CONTRACTORS RESPONSIBILITY TO VISIT THE JOB SITE AND FAMILIARIZE HIMSELF WITH THE EXISTING CONDITIONS. 24. REFER TO ELECTRICAL DWGS FOR LIGHTING PROTECTION. DEMOLITION PLAN LEGEND SYMBOL DESCRIPTION CONSTRUCTION SEPARATION (CONTRACTOR TO COORDINATE WITH INDEED TOWER FACILITY MGR) EXISTING CONSTRUCTION TO REMAIN EXISTING CONSTRUCTION TO BE DEMOLISHED EXISTING CONSTRUCTION TO BE DEMOLISHED EXISTING FINISH FLOORING, CONCRETE TOPPING SLAB, AND STRUCTURAL SLAB TO BE DEMOLISHED REMOVE WOOD FLOORING REMOVE FINISH FLOORING & CONCRETE TOPPING SLAB TO RECEIVE NEW FINISH FLOOR; DEPTH AS NOTED ON DRAWINGS REMOVE STONE OR CERAMIC TILE REMOVE TERRAZO FLOORING REMOVE CARPET -4' 0 4' 8' 16' TRUE NORTH Page Southerland Page, Inc. 400 W. Cesar Chavez Street Fifth Floor Austin, TX 78701 pagethink.com TEL FAX 512 472 6721 512 477 3211 ARCHITECTURE / ENGINEERING / INTERIORS / PLANNING / CONSULTING Austin / Dallas / Denver / Houston / San Francisco / Washington DC / International Affiliate Offices DESIGN ARCHITECT ROCKWELL GROUP 5 UNION SQUARE WEST NEW YORK, NY 10003 212-463-0334 ARCHITECT OF RECORD PAGE SOUTHERLAND PAGE 400 W CESAR CHAVEZ ST SUITE 500 AUSTIN, TX 78701 512-382-3527 STRUCTURAL ENGINEER THORNTON TOMASETTI MEP ENGINEER BLUM CONSULTING 804 LAS CIMAS PKWY SUITE 140 AUSTIN, TX 78746 512-580-1750 8144 WALNUT HILL LANE SUITE 200 DALLAS, TX 75231 214-373-8222 LIGHTING CONSULTANT SEAN O'CONNOR LIGHTING TECHNOLOGY/SECURITY 4B TECHNOLOGY 12955 W. WASHINGTON BLVD LOS ANGELES, CA 90066 310-659-5900 390 GLENBOROUGH DR HOUSTON, TX 77067 832-249-9379 ACOUSTICAL CONSULTANT IDIBRI FOOD SERVICE CONSULTANT NEXT STEP DESIGN 15508 WRIGHT BROTHERS DR ADDISON, TX 75001 972-239-1505 913 WEST ST ANNAPOLIS, MD 21401 410-263-1200 AUDIOVISUAL CONSULTANT DIMENSIONAL INNOVATIONS LANDSCAPE ARCHITECT CO'DESIGN 3421 MERRIAM DR OVERLAND PARK, KS 66203 913-384-3488 1200 YAUPON VALLEY RD AUSTIN, TX 78746 512-423-1298 HISTORIC CONSULTANT ARCHITEXAS 2900 S. CONGRESS AVE SUITE 200 AUSTIN, TX 78704 512-444-4220 ARCHITECTURAL SUPPORT MCKINNEY YORK ARCHITECTS 1301 E. 7TH ST AUSTIN TX 78702 512-476-0201 Y O R L I K T S O P E H T t e e r t S h t 6 t s e W 0 1 2 1 0 7 8 7 X T , n i t s u A REVISION HISTORY REVISION DESCRIPTION PROFESSIONAL SEALS DATE DEMOLITION PLAN - LEVEL 03 DRAWN BY MS PROJECT NUMBER 121070 ORIGINAL ISSUE HISTORIC REVIEW SUBMISSION CHECKED BY PROJECT ABBREVIATION NT KPO DATE 10/14/2022 AD-103 SHEET NUMBER 0 1 2 3 4 6 7 8 9 1 AD-201 5 1 1 1 1 4 4 3 2 AD-202 5 2 1 1 1 1 2 A A.8 B C C.2 D.8 AD-202 D E 1 F G H 2 AD-201 t v r . L A R T N E C - 2 2 R - O P K - A 0 7 0 1 2 1 / e c i f f O : E M A N R E S U t s o P y o r l i K - 0 7 0 1 2 1 / / : s c o D k s e d o t u A : E M A N E L I F 3 4 : 7 4 : 1 1 2 2 0 2 / 3 1 / 0 1 : P M A T S E T A D M P 1 Demo Roof SCALE: 1/8" = 1'-0" KEYED NOTES DEMOLITION PLAN GENERAL NOTES NUMBER DESCRIPTION 1 2 3 4 5 EXIST SKYLIGHTS TO BE DEMOLISHED REMOVE EXIST MECHANICAL PENETRATION COVERS REMOVE EXIST ELEV HOISTWAY REMOVE EXIST ROOF ASSEMBLY & STRUCTURE SALVAGE LIGHTNING PROTECTION SYSTEM FOR REINSTALLATION 1. COORDINATE ALL DEMOLITION WITH THE INFORMATION PROVIDED IN THIS SET OF CONTRACT DOCUMENTS. 2. ALL MATERIAL TO BE DEMOLISHED AND REMOVED SHALL BE DISPOSED OF AS APPROVED BY LOCAL ORDINANCE AND CODES. 3. THE EXISTING AREAS TO REMAIN SHALL BE PROTECTED. ALL DAMAGE RESULTING FROM WORK IN THIS CONTRACT SHALL BE RETURNED TO ITS ORIGINAL STATE. CAREFULLY DISMANTLE AND REMOVE MATERIALS SHOWN ON PLANS TO BE DEMOLISHED. NOTIFY ARCHITECT PRIOR TO CONSTRUCTION OF ANY DEMOLITION WORK THAT MAY DAMAGE THE INTEGRITY OF ANY MATERIALS WHICH ARE TO REMAIN AS EXISTING. 4. PARTS OF THIS BUILDING WILL BE ACTIVE, THE CONTRACTOR SHALL COORDINATE ALL SYSTEM SHUT DOWNS WITH THE FACILITY MANAGER. THE CONTRACTOR SHALL INFORM THE FACILITY MANAGER OF SCHEDULE, DURATION AND AREAS AFFECTED AND SHALL RECEIVE OWNER APPROVAL PRIOR TO SHUT DOWN COMMENCEMENT. 5. THE PREMISES IN WHICH WORK IS BEING PERFORMED SHALL BE KEPT CLEAN AT ALL TIMES. 6. EXISTING CONCRETE SLABS INTENDED TO REMAIN SHALL BE REPAIRED AND FLOATED LEVEL W/ SURROUNDING SLABS AND PREPARED TO RECEIVE NEW FINISH. 7. DOORS, FRAMES, HARDWARE, PLUMBING AND ELECTRICAL DEVICES AND FIXTURES, ETC. NOT REUSED SHALL BE DELIVERED TO OWNER, COORDINATE THIS WITH THE OWNER. 8. REMOVE ALL CONDUCTORS, CONDUIT AND BOXES BACK TO PANEL IN RENOVATED AREA REMOVE ALL RELATED STRAPS AND HANGERS - RE: ELECTRICAL DRAWINGS FOR MORE INFORMATION. 9. REMOVE ALL PLUMBING FROM RENOVATED AREA TO NEAREST JUNCTURE WHERE THE LINE IS STILL USED AND CAP. REMOVE RELATED UNUSED STRAPS AND HANGERS, RE: PLUMBING DRAWINGS FOR MORE INFORMATION. PLUMBING LINE SERVING OTHER AREAS SHALL BE KEPT. CONTRACTOR IS TO VERIFY PLUMBING LINES PRIOR TO DEMOLITION. RE: PLUMBING DRAWINGS FOR MORE INFORMATION. 10. REMOVE ALL HVAC DUCTWORK IN RENOVATED AREA TO NEAREST JUNCTURE WHERE THE DUCT IS STILL IN USE AND CAP AS REQUIRED. REMOVE ALL RELATED STRAPS AND HANGERS. RE: MECHANICAL DRAWINGS FOR MORE INFORMATION. 11.DURING CONSTRUCTION, MAINTAIN NEGATIVE AIR PRESSURE ON CONSTRUCTION ZONE WHILE MAINTAINING POSITIVE PRESSURE ON THE NON-CONSTRUCTION ZONE. 12. MAINTAIN EXISTING UTILITIES TO REMAIN IN SERVICE. IDENTIFY AND PROTECT AGAINST DAMAGE DURING DEMOLITION. THE CONTRACTOR IS TO REFERENCE THE CIVIL DOCUMENTS AND TO NOTIFY THE OWNER, ARCHITECT, AND CIVIL ENGINEER IF ANY UTILITIES ARE UNCOVERED DURING THE DEMOLITION PHASE THAT ARE NOT IDENTIFIED IN THE DOCUMENTS PROVIDED. 13. RELOCATE ROOF DRAINS ALONG THE DEMOLITION LINE. RELOCATE AND RESLOPE ROOF TO NEW DRAIN LOCATIONS. 14. ANY AND ALL FIRE PROOFING LOST FROM DEMOLITION WORK MUST BE REPAID AS REQUIRED FOR CODE RELATED RATING. 15. PROVIDE TEMPORARY WEATHER PROTECTION DURING INTERVAL BETWEEN INSTALLATION OF NEW CONSTRUCTION SO AS TO ENSURE THAT NO WATER LEAKAGE OR DAMAGE OCCURS TO THE STRUCTURE OR INTERIOR AREAS OF THE EXISTING BUILDING. REMOVE TEMPORARY PROTECTIONS AT COMPLETION OF WORK. 16. REMOVE EXISTING CEILINGS AND CEILING SUPPORT SYSTEM WHERE NEW CEILINGS ARE INDICATED, UNLESS NOTED OTHERWISE. 17. REMOVE EXISTING FINISHES AS REQUIRED AS PER FINISH MANUFACTURE'S PRINTED INSTRUCTIONS, SEE FINISH SCHEDULE FOR NEW FINISHES. 18. PROTECT EXISTING FIRE PROOFING OR FIRE ASSEMBLIES INDICATED TO REMAIN, DAMAGE DURING DEMOLITION SHALL BE REPAIRED TO CONFORM TO ORIGINAL FIRE PROTECTION REQUIREMENTS. 19. AREA OR OBJECTS IDENTIFIED AS "EXISTING TO REMAIN" OR " NOT IN CONTRACT" - "N.I.C." SHALL BE PROTECTED. ALL DAMAGE TO THESE AREAS RESULTING FROM DEMOLITION WORK WITHIN THIS CONTRACT SHALL BE RETURNED TO ITS ORIGINAL STATE. 20. ALL INFORMATION REGARDING EXISTING CONDITIONS IS BASED ON OWNER SUPPLIED DOCUMENTS AND MAY NOT REFLECT ACTUAL FIELD CONDITIONS. UPON DISCOVERY OF ANY DISCREPANCIES BETWEEN DRAWINGS DEPICTING EXISTING CONDITIONS OR UPON DISCOVERY OF UNKNOWN CONDITIONS DETRIMENTAL TO THE COMPLETION OF THE WORK AS INDICATED ON THE DRAWINGS. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT, IN WRITING, OF THE CONDITIONS IN QUESTION BEFORE PROCEEDING WITH THE WORK IN THAT AREA. 21. COORDINATE ALL DEMOLITION FROM ALL DISCIPLINES WITH THE INFORMATION PROVIDED ON CONTRACT DOCUMENTS. 22. COORDINATE OWNER WALK THROUGH TO IDENTIFY AL ITEMS TO BE SALVAGED FOR THE OWNER'S RE-USE. INCLUDING BUT NOT LIMITED TO MEDICAL EQUIPMENT, FRAMED DOCUMENTS, SIGNS/GRAPHIC ART, HISTORICAL COLLECTIBLES, ETC. REMOVE ITEMS THUS IDENTIFIED AND GIVE TO THE OWNER, OR STORE FOR RE-USE AT PER OWNERS DIRECTION. 23. THIS PLAN IS BEING ISSUED FOR THE PURPOSE OF ASSISTING THE CONTRACTOR IN BETTER UNDERSTANDING THE PROJECT SCOPE. IT SHALL REMAIN THE CONTRACTORS RESPONSIBILITY TO VISIT THE JOB SITE AND FAMILIARIZE HIMSELF WITH THE EXISTING CONDITIONS. 24. REFER TO ELECTRICAL DWGS FOR LIGHTING PROTECTION. DEMOLITION PLAN LEGEND SYMBOL DESCRIPTION CONSTRUCTION SEPARATION (CONTRACTOR TO COORDINATE WITH INDEED TOWER FACILITY MGR) EXISTING CONSTRUCTION TO REMAIN EXISTING CONSTRUCTION TO BE DEMOLISHED EXISTING CONSTRUCTION TO BE DEMOLISHED EXISTING FINISH FLOORING, CONCRETE TOPPING SLAB, AND STRUCTURAL SLAB TO BE DEMOLISHED REMOVE WOOD FLOORING REMOVE FINISH FLOORING & CONCRETE TOPPING SLAB TO RECEIVE NEW FINISH FLOOR; DEPTH AS NOTED ON DRAWINGS REMOVE STONE OR CERAMIC TILE REMOVE TERRAZO FLOORING REMOVE CARPET -4' 0 4' 8' 16' TRUE NORTH Page Southerland Page, Inc. 400 W. Cesar Chavez Street Fifth Floor Austin, TX 78701 pagethink.com TEL FAX 512 472 6721 512 477 3211 ARCHITECTURE / ENGINEERING / INTERIORS / PLANNING / CONSULTING Austin / Dallas / Denver / Houston / San Francisco / Washington DC / International Affiliate Offices DESIGN ARCHITECT ROCKWELL GROUP 5 UNION SQUARE WEST NEW YORK, NY 10003 212-463-0334 ARCHITECT OF RECORD PAGE SOUTHERLAND PAGE 400 W CESAR CHAVEZ ST SUITE 500 AUSTIN, TX 78701 512-382-3527 STRUCTURAL ENGINEER THORNTON TOMASETTI MEP ENGINEER BLUM CONSULTING 804 LAS CIMAS PKWY SUITE 140 AUSTIN, TX 78746 512-580-1750 8144 WALNUT HILL LANE SUITE 200 DALLAS, TX 75231 214-373-8222 LIGHTING CONSULTANT SEAN O'CONNOR LIGHTING TECHNOLOGY/SECURITY 4B TECHNOLOGY 12955 W. WASHINGTON BLVD LOS ANGELES, CA 90066 310-659-5900 390 GLENBOROUGH DR HOUSTON, TX 77067 832-249-9379 ACOUSTICAL CONSULTANT IDIBRI FOOD SERVICE CONSULTANT NEXT STEP DESIGN 15508 WRIGHT BROTHERS DR ADDISON, TX 75001 972-239-1505 913 WEST ST ANNAPOLIS, MD 21401 410-263-1200 AUDIOVISUAL CONSULTANT DIMENSIONAL INNOVATIONS LANDSCAPE ARCHITECT CO'DESIGN 3421 MERRIAM DR OVERLAND PARK, KS 66203 913-384-3488 1200 YAUPON VALLEY RD AUSTIN, TX 78746 512-423-1298 HISTORIC CONSULTANT ARCHITEXAS 2900 S. CONGRESS AVE SUITE 200 AUSTIN, TX 78704 512-444-4220 ARCHITECTURAL SUPPORT MCKINNEY YORK ARCHITECTS 1301 E. 7TH ST AUSTIN TX 78702 512-476-0201 Y O R L I K T S O P E H T t e e r t S h t 6 t s e W 0 1 2 1 0 7 8 7 X T , n i t s u A REVISION HISTORY REVISION DESCRIPTION PROFESSIONAL SEALS DATE DEMOLITION PLAN - ROOF DRAWN BY MS PROJECT NUMBER 121070 ORIGINAL ISSUE HISTORIC REVIEW SUBMISSION CHECKED BY PROJECT ABBREVIATION NT KPO DATE 10/14/2022 AD-104 SHEET NUMBER 2 2 2 2 2 2 2 2 2 3 3 3 3 3 2 2 LEV 03 - TO FF 30' - 10" LEV 02 - TO FF 17' - 10" LEV 01 - TO FF 0' - 0" 6th street sidewalk -5' - 4 13/16" 2 DEMO SOUTH ELEVATION SCALE: 1/8" = 1'-0" t v r . L A R T N E C - 2 2 R - O P K - A 0 7 0 1 2 1 / e c i f f O : E M A N R E S U t s o P y o r l i K - 0 7 0 1 2 1 / / : s c o D k s e d o t u A : E M A N E L I F 8 4 : 7 4 : 1 1 2 2 0 2 / 3 1 / 0 1 : P M A T S E T A D M P I F V " 4 / 3 0 - ' 1 1 I F V " 4 / 3 0 - ' 1 1 1 1 LEV 01 - TO FF 0' - 0" 1 DEMO NORTH ELEVATION SCALE: 1/8" = 1'-0" -4' 0 4' 8' 16' KEYED NOTES NUMBER DESCRIPTION 1 2 3 DEMO EXIST GLAZING SYSTEM/WINDOWS EXIST WINDOWS TO RECEIVE NEW LOW-E GLAZING IN EXIST WINDOW FRAMES EXIST DOORS TO RECEIVE NEW LOW-E GLAZING IN EXIST DOOR FRAMES Page Southerland Page, Inc. 400 W. Cesar Chavez Street Fifth Floor Austin, TX 78701 pagethink.com TEL FAX 512 472 6721 512 477 3211 ARCHITECTURE / ENGINEERING / INTERIORS / PLANNING / CONSULTING Austin / Dallas / Denver / Houston / San Francisco / Washington DC / International Affiliate Offices DESIGN ARCHITECT ROCKWELL GROUP 5 UNION SQUARE WEST NEW YORK, NY 10003 212-463-0334 ARCHITECT OF RECORD PAGE SOUTHERLAND PAGE 400 W CESAR CHAVEZ ST SUITE 500 AUSTIN, TX 78701 512-382-3527 STRUCTURAL ENGINEER THORNTON TOMASETTI MEP ENGINEER BLUM CONSULTING 804 LAS CIMAS PKWY SUITE 140 AUSTIN, TX 78746 512-580-1750 8144 WALNUT HILL LANE SUITE 200 DALLAS, TX 75231 214-373-8222 LIGHTING CONSULTANT SEAN O'CONNOR LIGHTING TECHNOLOGY/SECURITY 4B TECHNOLOGY 12955 W. WASHINGTON BLVD LOS ANGELES, CA 90066 310-659-5900 390 GLENBOROUGH DR HOUSTON, TX 77067 832-249-9379 ACOUSTICAL CONSULTANT IDIBRI FOOD SERVICE CONSULTANT NEXT STEP DESIGN 15508 WRIGHT BROTHERS DR ADDISON, TX 75001 972-239-1505 913 WEST ST ANNAPOLIS, MD 21401 410-263-1200 AUDIOVISUAL CONSULTANT DIMENSIONAL INNOVATIONS LANDSCAPE ARCHITECT CO'DESIGN 3421 MERRIAM DR OVERLAND PARK, KS 66203 913-384-3488 1200 YAUPON VALLEY RD AUSTIN, TX 78746 512-423-1298 HISTORIC CONSULTANT ARCHITEXAS 2900 S. CONGRESS AVE SUITE 200 AUSTIN, TX 78704 512-444-4220 ARCHITECTURAL SUPPORT MCKINNEY YORK ARCHITECTS 1301 E. 7TH ST AUSTIN TX 78702 512-476-0201 Y O R L I K T S O P E H T t e e r t S h t 6 t s e W 0 1 2 1 0 7 8 7 X T , n i t s u A REVISION HISTORY REVISION DESCRIPTION PROFESSIONAL SEALS DATE DEMOLITION EXTERIOR ELEVATIONS DRAWN BY MS PROJECT NUMBER 121070 ORIGINAL ISSUE CONSTRUCTION DOCUMENTS CHECKED BY PROJECT ABBREVIATION NT KPO DATE 10/14/2022 AD-201 SHEET NUMBER KEYED NOTES KEYED NOTES NUMBER NUMBER DESCRIPTION DESCRIPTION 1 2 3 4 5 DEMO EXIST GLAZING SYSTEM/WINDOWS CAREFULLY REMOVE EXIST MASONRY BELOW EXIST WINDOW FOR NEW OPENING EXIST STRUCTURAL FRAMING TO BE DEMOLISHED EXIST DOORS TO RECEIVE NEW LOW-E GLAZING IN EXIST DOOR FRAMES EXIST WINDOWS TO RECEIVE NEW LOW-E GLAZING IN EXIST WINDOW FRAMES Page Southerland Page, Inc. 400 W. Cesar Chavez Street Fifth Floor Austin, TX 78701 pagethink.com TEL FAX 512 472 6721 512 477 3211 ARCHITECTURE / ENGINEERING / INTERIORS / PLANNING / CONSULTING Austin / Dallas / Denver / Houston / San Francisco / Washington DC / International Affiliate Offices DESIGN ARCHITECT ROCKWELL GROUP 5 UNION SQUARE WEST NEW YORK, NY 10003 212-463-0334 ARCHITECT OF RECORD PAGE SOUTHERLAND PAGE 400 W CESAR CHAVEZ ST SUITE 500 AUSTIN, TX 78701 512-382-3527 STRUCTURAL ENGINEER THORNTON TOMASETTI MEP ENGINEER BLUM CONSULTING 804 LAS CIMAS PKWY SUITE 140 AUSTIN, TX 78746 512-580-1750 8144 WALNUT HILL LANE SUITE 200 DALLAS, TX 75231 214-373-8222 LIGHTING CONSULTANT SEAN O'CONNOR LIGHTING TECHNOLOGY/SECURITY 4B TECHNOLOGY 12955 W. WASHINGTON BLVD LOS ANGELES, CA 90066 310-659-5900 390 GLENBOROUGH DR HOUSTON, TX 77067 832-249-9379 ACOUSTICAL CONSULTANT IDIBRI FOOD SERVICE CONSULTANT NEXT STEP DESIGN 15508 WRIGHT BROTHERS DR ADDISON, TX 75001 972-239-1505 913 WEST ST ANNAPOLIS, MD 21401 410-263-1200 AUDIOVISUAL CONSULTANT DIMENSIONAL INNOVATIONS LANDSCAPE ARCHITECT CO'DESIGN 3421 MERRIAM DR OVERLAND PARK, KS 66203 913-384-3488 1200 YAUPON VALLEY RD AUSTIN, TX 78746 512-423-1298 HISTORIC CONSULTANT ARCHITEXAS 2900 S. CONGRESS AVE SUITE 200 AUSTIN, TX 78704 512-444-4220 ARCHITECTURAL SUPPORT MCKINNEY YORK ARCHITECTS 1301 E. 7TH ST AUSTIN TX 78702 512-476-0201 Y O R L I K T S O P E H T t e e r t S h t 6 t s e W 0 1 2 1 0 7 8 7 X T , n i t s u A LEV 02 - TO FF 17' - 10" LEV 01 - TO FF 0' - 0" 6th street sidewalk -5' - 4 13/16" 3 1 1 2 2 DEMO EAST ELEVATION SCALE: 1/8" = 1'-0" 1 DEMO WEST ELEVATION SCALE: 1/8" = 1'-0" 5 5 5 5 5 5 5 REVISION HISTORY 5 5 5 5 5 5 4 LEV 03 - TO FF 30' - 10" LEV 02 - TO FF 17' - 10" LEV 01 - TO FF 0' - 0" 6th street sidewalk -5' - 4 13/16" LEV 00 - TO FF -10' - 10 1/2" LEV 00 - TOC (EXST) -11' - 0" REVISION DESCRIPTION PROFESSIONAL SEALS DATE DEMOLITION EXTERIOR ELEVATIONS DRAWN BY Author PROJECT NUMBER 121070 ORIGINAL ISSUE HISTORIC REVIEW SUBMISSION CHECKED BY Checker PROJECT ABBREVIATION KPO DATE 10/14/2022 AD-202 SHEET NUMBER -4' 0 4' 8' 16' t v r . L A R T N E C - 2 2 R - O P K - A 0 7 0 1 2 1 / e c i f f O : E M A N R E S U t s o P y o r l i K - 0 7 0 1 2 1 / / : s c o D k s e d o t u A : E M A N E L I F 2 5 : 7 4 : 1 1 2 2 0 2 / 3 1 / 0 1 : P M A T S E T A D M P 0 1 2 3 4 5 6 7 8 9 1 E6 CATERING PANTRY 016 G3 G3 016 PANTRY VEST 013 A3.1 017 B 7 1 0 G3 IT/ELEC 020A 1 A-452 FPD A 1 1 0 A MOTHER'S RM 014 A-211 25 0 1 0 B IT RM 010B 2 1 0 E3 G3.1 E3 GREEN RM 012 14 E3 17 A-211 15 4 1 0 18 A-211 19 012A RR 012A A3 A A 0 2 0 020A 3' - 0" 0' - 0" A3.1 0 2 0 E3 1 A-432 1 A-301 E3 E3 5 A-401 (INACCESSIBLE SPACE DUE TO LOW HEAD HEIGHT) EXST AREAWAY 000 3' - 0" 0' - 0" B 8 0 0 P-12 A 8 0 0 0' - 0" PARKING ENTRY VEST 008 STOR 011A 009 M8.1 LTG CTRL RM 009 A3 1 A-431 BLDG. STOR B B A3.1 JANITOR 007A WOMEN'S 007 ASSISTED RR 006 BLDG. STOR A-211 20 003A STOR 010A 010A C 8 0 0 GALLERY LOUNGE 003 4 A-211 2 RR VESTIBULE 003A MEN'S 005 MECH 020 ELEV CTRL 017A 017A E3 16 015B VESTIBULE 015B MECH 020 2 A-311 ♦ ♦ ♦ ♦ LOUNGE 028 ENTRY 027 4 A-212 2 027 R2 ELEV LOBBY 029 21 A-211 23 ♦♦ ♦♦ ♦♦ ♦♦ ♦♦ ♦♦ E6 VESTIBULE 015A 015A ST-CA A-416 POWDER RM 026 A-433 RR 024 5 3 4 A-213 1 CORR 001 A3 1 A-443 1 A-201 PROJECT RM 011 10 13 A-211 12 11 GALLERY LOUNGE 010 6 8 A-211 7 B 9 5 A-448 1 2 A-405 1 4 3 A-711 1 A-311 11 5 2 A-451 G2.1 M8.1 SHOOTING RANGE 023 6 A-213 12 011C G3 011AA FPD G4 B 1 1 0 A 5 A-211 E6 E3 003B ♦ ♦ 22 24 LIBRARY 025 9 20 11 A-212 10 14 A 3 2 0 023 A-213 16 13 RANGE VESTIBULE 023A 15 AA 1 3 4 2 A A.8 B C C.2 D D.8 E 1 A-202 F G H G3 2' - 1" ♦ ♦ 1 2 0 1' - 7 1/2" 2 4 2 0 3 RANGE ENTRY 021 025 2 2 0 STAIR C ST-C B C - T S 002 1 0 0 ELEC 002 MECH CL 001A CHAMBER LOUNGE 022 12 15 A-212 13 14 16 A-212 19 17 LOCKER ROOM 18 022A 022A 7 A-433 9 8 RR 6 022B 2 E3 B 9 1 0 BAR STOR 019 10 A-213 7 8 9 CORR 017 ♦♦ ♦♦ E3 1 A-417 4 A-312 3 t v r . L A R T N E C - 2 2 R - O P K - A 0 7 0 1 2 1 / e c i f f O : E M A N R E S U t s o P y o r l i K - 0 7 0 1 2 1 / / : s c o D k s e d o t u A : E M A N E L I F 5 3 : 7 0 : 2 1 2 2 0 2 / 4 1 / 0 1 : P M A T S E T A D M A 2 A-302 1 FLOOR PLAN - CELLAR (Level 0) SCALE: 1/8" = 1'-0" 2 A-201 1 A-302 4' - 7" S6* S6* B71 - Lobby 12" SLAB ? S6* S6* 2 1/2" Concrete Slab - topping variable ? 10" Concrete ? FLOOR PLAN GENERAL NOTES 1. ALL UNMARKED PARTITIONS ARE TYPE __. ALL COLUMN FURRING TO BE PARTITION TYPE __ UNLESS NOTED OTHERWISE. 2. ALL WINDOW & DOOR PLAN OPENINGS ARE DIMENSIONED ON AREA PLANS. 3. FOR FIRE AND LIFE SAFETY PLANS, REFER TO G1 DRAWINGS. 4. ROOF PLAN SHOWN FOR REFERENCE ONLY. REFER TO ROOF PLAN FOR NOTES AND DIMENSIONS. 5. REFER TO A2 SERIES DRAWINGS, EXTERIOR ELEVATIONS, A3 BUILDING AND WALL SECTIONS 6. REFER TO A6 SERIES FOR ALL PARTITIONS, DOORS, WINDOWS, AND ACCESSORIES. 7. INSTALL APPROPRIATE MANUFACTURED EXPANSION JOINT COVERS AT ALL VISIBLE BUILDING EXPANSION JOINTS. TOP OF COVER OF FLOOR EXPANSION JOINT COVERS TO BE FLUSH WITH TOP OF FINISHED FLOOR. 8. ALL PLAN DIMENSIONS ARE TAKEN TO THE CENTERLINE OF COLUMNS AND TO THE OUTERMOST SURFACE OF THE WALL (INCLUDING TILE, STONE, PLASTER, ETC. EXCLUDING TRIM) UNLESS NOTED OTHERWISE. 9. INSTALL BLOCKING AS REQUIRED TO SUPPORT WALL MOUNTED DEVICES. COORDINATE BLOCKING LOCATIONS W/ FFE PLAN & OWNER FOR ART LOCATIONS PRIOR TO CLOSING ALL ALLS. 10. AT ALL SPANDREL GLASS LOCATIONS, FACE OF INTERIOR WALL TO BE CONTINUOUS WITH ADJACENT WALL. 11. REFER TO A-551 FOR INTERIOR EXPANSION JOINT DETAILS. 12. GENERAL DIMENSIONS PROVIDED ON FLOOR PLANS AND AREA PLANS DO NOT REFLECT THE ROUGH OPENING DIMENSIONS REQUIRED FOR COORDINATION WITH MASONRY JOINT COURSING. CONTRACTOR IS TO PROVIDE ROUGH OPENING FRAMING DIMENSIONS CONSISTENT WITH ENLARGED ARCHITECTURAL PLAN/SECTION DETAILS (A5 SERIES SHEETS), AND WINDOW SCHEDULE/DETAILS (A6 SERIES). CONTRACTOR TO SUBMIT RFI FOR ANY ROUGH OPENING DIMENSIONS NOT GIVEN IN DETAILING FOR CLARIFICATION REQUIRED. 13. WHERE EXST PIPING OR OTHER THROUGH-WALL OR THROUGH-FLOOR PENETRATIONS ARE REMOVED, PATCH ALL RESIDUAL OPENINGS WITH CONSTRUCTION TO MATCH ADJ WALL OR FLOOR TYPE. PATCH ALL OPENINGS THROUGH FIRE-RESISTANCE RATED CONSTRUCTION WITH MATERIAL TO MEET HOURLY RATING REQUIREMENT. SHEET NOTES 1. FINISHES FOR ALL BOH MECHANICAL AND ELECTRICAL SPACES, THIS FLOOR: POLISHED & SEALED CONCRETE SLAB; PAINT EXIST WALL & CEILING STRUCTURE. 2. FINISHES FOR BOH SERVICE CORRIDOR, THIS FLOOR: RESILIENT FLOORING & BASE, APPLY PTD PLASTER AT EXIST WALLS, PAINT EXIST EXPOSED STRUCTURE CLGS. 3. FINISHES FOR CATERING PANTRY SPACES, THIS FLOOR: RESILIENT FLOOR & BASE, PAINT GYP CEILING, FULL HEIGHT CERAMIC TILE AT ALL WALLS. KEYED NOTES NUMBER DESCRIPTION 1 2 3 STAINLESS STEEL WORK TABLES, TYP THIS ROOM. EXIST AREAWAY NEW AREAWAY, SIM TO EXIST AREAWAY ON EAST SIDE OF BLDG Page Southerland Page, Inc. 400 W. Cesar Chavez Street Fifth Floor Austin, TX 78701 pagethink.com TEL FAX 512 472 6721 512 477 3211 ARCHITECTURE / ENGINEERING / INTERIORS / PLANNING / CONSULTING Austin / Dallas / Denver / Houston / San Francisco / Washington DC / International Affiliate Offices DESIGN ARCHITECT ROCKWELL GROUP 5 UNION SQUARE WEST NEW YORK, NY 10003 212-463-0334 ARCHITECT OF RECORD PAGE SOUTHERLAND PAGE 400 W CESAR CHAVEZ ST SUITE 500 AUSTIN, TX 78701 512-382-3527 STRUCTURAL ENGINEER THORNTON TOMASETTI MEP ENGINEER BLUM CONSULTING 804 LAS CIMAS PKWY SUITE 140 AUSTIN, TX 78746 512-580-1750 8144 WALNUT HILL LANE SUITE 200 DALLAS, TX 75231 214-373-8222 LIGHTING CONSULTANT SEAN O'CONNOR LIGHTING TECHNOLOGY/SECURITY 4B TECHNOLOGY 12955 W. WASHINGTON BLVD LOS ANGELES, CA 90066 310-659-5900 390 GLENBOROUGH DR HOUSTON, TX 77067 832-249-9379 ACOUSTICAL CONSULTANT IDIBRI FOOD SERVICE CONSULTANT NEXT STEP DESIGN 15508 WRIGHT BROTHERS DR ADDISON, TX 75001 972-239-1505 913 WEST ST ANNAPOLIS, MD 21401 410-263-1200 AUDIOVISUAL CONSULTANT DIMENSIONAL INNOVATIONS LANDSCAPE ARCHITECT CO'DESIGN 3421 MERRIAM DR OVERLAND PARK, KS 66203 913-384-3488 1200 YAUPON VALLEY RD AUSTIN, TX 78746 512-423-1298 HISTORIC CONSULTANT ARCHITEXAS 2900 S. CONGRESS AVE SUITE 200 AUSTIN, TX 78704 512-444-4220 ARCHITECTURAL SUPPORT MCKINNEY YORK ARCHITECTS 1301 E. 7TH ST AUSTIN TX 78702 512-476-0201 Y O R L I K T S O P E H T t e e r t S h t 6 t s e W 0 1 2 1 0 7 8 7 X T , n i t s u A REVISION HISTORY FLOOR PLAN LEGEND SYMBOL DESCRIPTION MATCHLINE /XX A101 SEE MATCH LINE SHEET REFERENCE 14 A1 X KEYED NOTE KEYED NOTES ONLY APPLY TO THIS SHEET PARTITION TAG REFER TO PARTITION SCHEDULE BUILDING SECTION TAG WALL SECTION TAG EXTERIOR ELEVATION TAG A6 A-301 A6 A-201 A6 A-431 H4 A-211 INTERIOR ELEVATION TAG PLAN REFERENCE TAG ROOM NAME 101 ROOM NAME ROOM NUMBER S ♦ ♦S ♦♦ ♦♦S S ♦ ♦S ♦♦ ♦♦S S ♦ ♦S ♦♦ ♦♦S 0-HOUR SMOKE BARRIER 1-HOUR FIRE PARTITION 1-HOUR FIRE/SMOKE PARTITION 2-HOUR FIRE PARTITION 2-HOUR FIRE/SMOKE PARTITION 1002a NEW DOOR WITH DOOR TAG REF DOOR SCHED 28 NEW WINDOW WITH WINDOW MARK REF GLAZING ELEVATIONS 0 COLUMN GRID DESIGNATIONS REVISION DESCRIPTION PROFESSIONAL SEALS DATE -4' 0 4' 8' 16' TRUE NORTH FLOOR PLAN - CELLAR DRAWN BY MS PROJECT NUMBER 121070 ORIGINAL ISSUE HISTORIC REVIEW SUBMISSION CHECKED BY PROJECT ABBREVIATION NT KPO DATE 10/14/2022 A-100 SHEET NUMBER 0 1 2 3 4 5 6 7 8 9 1' - 5 1/2" 17' - 11" 31' - 11" 12' - 4" 12' - 4" 12' - 4" 51' - 4 1/2" 1 A-201 1 A-215 A-214 2 2 1 SORTING RM 103 AMPHITHEATER 110 6 5 4 AX 1 A 3 0 1 AX 1 B 3 0 1 2 A-551 1 A-401 FUTURE COFFEE SHOP 121 121 1 104 G3 G6 6 4 4 A-218 2 1 3 T G6 EXEC SUITE 104 F2 G3 G3.1 G3.1 G3.1 2 A-452 CATERING PANTRY 106 6 0 1 G6 105 VESTIBULE 105 A-218 6 E3 8 5 7 1 A-404 A-448 6 101A LOBBY 101 J K J K E6 3 A-216 1 101B 2 A-202 X U V Y W Z 101C 4 A-416 BOARDROOM 107 2 A-311 12 A-218 10 13 A-432 ♦♦ ♦ ♦ RR 109 ♦♦ ♦♦ ♦♦ S A3.1 107B ♦♦ FEC ♦ ♦ MECH 108 E3 E3 G3 A3.1 OFFICE 116 A-217 14 A-217 16 6 1 1 18 7 1 1 20 G2.1 9 OFFICE 115 12 A-217 10 G2.1 11 5 1 1 G2 ♦♦ 13 15 D 17 19 D A 7 0 1 BOOTH 117 UP STAIR A ST-A 12 A-441 E 5 A-441 1 A-441 1 A-551 8 A-216 7 5 6 HISTORIC LOBBY 113 C 2 1 1 B 2 1 1 A 2 1 1 F7 G3 G3 A 3 1 1 8 A-217 6 5 7 F7 BOOTH 113A 9 11 C 2 2 A-302 3 A-311 DN G6 G H 3 A-451 D 2 1 1 A3.1 111 G6 ♦ ♦ MDF RM 111 ♦♦ ♦♦ ♦♦ FEC ♦ ♦ ♦♦ ♦♦ ♦♦ UP ELEV G6 G6 M8 2 0 1 STAIR C ST-C 9 A-443 E3 2 A-443 E3 21 OFFICE 118 24 A-217 22 PRINT 120 23 A3.1 F RR 119 8 1 1 8 A-432 STAIR B ST-B 4 A-217 2 " 6 - ' 1 1 A-442 STAFF PANTRY 102 UP F7 F7 G3 BOOTH 114A A 4 1 1 SIM 5 SIM 7 A-217 8 SIM G3 6 SIM 1 FLOOR PLAN - LEVEL 01 SCALE: 1/8" = 1'-0" 2 A-201 1 A-302 4 2 1 3 G3 3 A A.8 B C C.2 D D.8 E 1 A-202 F G H 1 A-301 2 A-301 t v r . L A R T N E C - 2 2 R - O P K - A 0 7 0 1 2 1 / e c i f f O : E M A N R E S U t s o P y o r l i K - 0 7 0 1 2 1 / / : s c o D k s e d o t u A : E M A N E L I F 4 1 : 5 1 : 2 1 2 2 0 2 / 4 1 / 0 1 : P M A T S E T A D M A FLOOR PLAN GENERAL NOTES 1. ALL UNMARKED PARTITIONS ARE TYPE __. ALL COLUMN FURRING TO BE PARTITION TYPE __ UNLESS NOTED OTHERWISE. 2. ALL WINDOW & DOOR PLAN OPENINGS ARE DIMENSIONED ON AREA PLANS. 3. FOR FIRE AND LIFE SAFETY PLANS, REFER TO G1 DRAWINGS. 4. ROOF PLAN SHOWN FOR REFERENCE ONLY. REFER TO ROOF PLAN FOR NOTES AND DIMENSIONS. 5. REFER TO A2 SERIES DRAWINGS, EXTERIOR ELEVATIONS, A3 BUILDING AND WALL SECTIONS 6. REFER TO A6 SERIES FOR ALL PARTITIONS, DOORS, WINDOWS, AND ACCESSORIES. 7. INSTALL APPROPRIATE MANUFACTURED EXPANSION JOINT COVERS AT ALL VISIBLE BUILDING EXPANSION JOINTS. TOP OF COVER OF FLOOR EXPANSION JOINT COVERS TO BE FLUSH WITH TOP OF FINISHED FLOOR. 8. ALL PLAN DIMENSIONS ARE TAKEN TO THE CENTERLINE OF COLUMNS AND TO THE OUTERMOST SURFACE OF THE WALL (INCLUDING TILE, STONE, PLASTER, ETC. EXCLUDING TRIM) UNLESS NOTED OTHERWISE. 9. INSTALL BLOCKING AS REQUIRED TO SUPPORT WALL MOUNTED DEVICES. COORDINATE BLOCKING LOCATIONS W/ FFE PLAN & OWNER FOR ART LOCATIONS PRIOR TO CLOSING ALL ALLS. 10. AT ALL SPANDREL GLASS LOCATIONS, FACE OF INTERIOR WALL TO BE CONTINUOUS WITH ADJACENT WALL. 11. REFER TO A-551 FOR INTERIOR EXPANSION JOINT DETAILS. 12. GENERAL DIMENSIONS PROVIDED ON FLOOR PLANS AND AREA PLANS DO NOT REFLECT THE ROUGH OPENING DIMENSIONS REQUIRED FOR COORDINATION WITH MASONRY JOINT COURSING. CONTRACTOR IS TO PROVIDE ROUGH OPENING FRAMING DIMENSIONS CONSISTENT WITH ENLARGED ARCHITECTURAL PLAN/SECTION DETAILS (A5 SERIES SHEETS), AND WINDOW SCHEDULE/DETAILS (A6 SERIES). CONTRACTOR TO SUBMIT RFI FOR ANY ROUGH OPENING DIMENSIONS NOT GIVEN IN DETAILING FOR CLARIFICATION REQUIRED. 13. WHERE EXST PIPING OR OTHER THROUGH-WALL OR THROUGH-FLOOR PENETRATIONS ARE REMOVED, PATCH ALL RESIDUAL OPENINGS WITH CONSTRUCTION TO MATCH ADJ WALL OR FLOOR TYPE. PATCH ALL OPENINGS THROUGH FIRE-RESISTANCE RATED CONSTRUCTION WITH MATERIAL TO MEET HOURLY RATING REQUIREMENT. SHEET NOTES 1. FINISHES FOR ALL BOH MECHANICAL AND ELECTRICAL SPACES, THIS FLOOR: POLISHED & SEALED CONCRETE SLAB; PAINT EXIST WALL & CEILING STRUCTURE. 2. FINISHES FOR BOH SERVICE CORRIDOR, THIS FLOOR: RESILIENT FLOORING & BASE, APPLY PTD PLASTER AT EXIST WALLS, PAINT EXIST EXPOSED STRUCTURE CLGS. 3. FINISHES FOR CATERING PANTRY SPACES, THIS FLOOR: RESILIENT FLOOR & BASE, PAINT GYP CEILING, FULL HEIGHT CERAMIC TILE AT ALL WALLS. KEYED NOTES NUMBER DESCRIPTION 1 2 3 4 5 6 NEW DOOR NEW AREAWAY, SIM TO EXIST AREAWAY ON EAST SIDE OF BLDG EXIST AREAWAY EXIST STONE PAVERS EXIST GLASS BLOCK PAVERS GLASS BLOCK PAVERS, MATCH EXIST Page Southerland Page, Inc. 400 W. Cesar Chavez Street Fifth Floor Austin, TX 78701 pagethink.com TEL FAX 512 472 6721 512 477 3211 ARCHITECTURE / ENGINEERING / INTERIORS / PLANNING / CONSULTING Austin / Dallas / Denver / Houston / San Francisco / Washington DC / International Affiliate Offices DESIGN ARCHITECT ROCKWELL GROUP 5 UNION SQUARE WEST NEW YORK, NY 10003 212-463-0334 ARCHITECT OF RECORD PAGE SOUTHERLAND PAGE 400 W CESAR CHAVEZ ST SUITE 500 AUSTIN, TX 78701 512-382-3527 STRUCTURAL ENGINEER THORNTON TOMASETTI MEP ENGINEER BLUM CONSULTING 804 LAS CIMAS PKWY SUITE 140 AUSTIN, TX 78746 512-580-1750 8144 WALNUT HILL LANE SUITE 200 DALLAS, TX 75231 214-373-8222 LIGHTING CONSULTANT SEAN O'CONNOR LIGHTING TECHNOLOGY/SECURITY 4B TECHNOLOGY 12955 W. WASHINGTON BLVD LOS ANGELES, CA 90066 310-659-5900 390 GLENBOROUGH DR HOUSTON, TX 77067 832-249-9379 ACOUSTICAL CONSULTANT IDIBRI FOOD SERVICE CONSULTANT NEXT STEP DESIGN 15508 WRIGHT BROTHERS DR ADDISON, TX 75001 972-239-1505 913 WEST ST ANNAPOLIS, MD 21401 410-263-1200 AUDIOVISUAL CONSULTANT DIMENSIONAL INNOVATIONS LANDSCAPE ARCHITECT CO'DESIGN 3421 MERRIAM DR OVERLAND PARK, KS 66203 913-384-3488 1200 YAUPON VALLEY RD AUSTIN, TX 78746 512-423-1298 HISTORIC CONSULTANT ARCHITEXAS 2900 S. CONGRESS AVE SUITE 200 AUSTIN, TX 78704 512-444-4220 ARCHITECTURAL SUPPORT MCKINNEY YORK ARCHITECTS 1301 E. 7TH ST AUSTIN TX 78702 512-476-0201 Y O R L I K T S O P E H T t e e r t S h t 6 t s e W 0 1 2 1 0 7 8 7 X T , n i t s u A FLOOR PLAN LEGEND SYMBOL DESCRIPTION MATCHLINE /XX A101 SEE MATCH LINE SHEET REFERENCE 14 A1 X KEYED NOTE KEYED NOTES ONLY APPLY TO THIS SHEET PARTITION TAG REFER TO PARTITION SCHEDULE BUILDING SECTION TAG WALL SECTION TAG A6 A-301 A6 A-201 A6 A-431 H4 A-211 INTERIOR ELEVATION TAG PLAN REFERENCE TAG ROOM NAME 101 ROOM NAME ROOM NUMBER S ♦ ♦S ♦♦ ♦♦S S ♦ ♦S ♦♦ ♦♦S S ♦ ♦S ♦♦ ♦♦S 0-HOUR SMOKE BARRIER 1-HOUR FIRE PARTITION 1-HOUR FIRE/SMOKE PARTITION 2-HOUR FIRE PARTITION 2-HOUR FIRE/SMOKE PARTITION EXTERIOR ELEVATION TAG REVISION HISTORY 1002a NEW DOOR WITH DOOR TAG REF DOOR SCHED 28 NEW WINDOW WITH WINDOW MARK REF GLAZING ELEVATIONS 0 COLUMN GRID DESIGNATIONS REVISION DESCRIPTION PROFESSIONAL SEALS DATE -4' 0 4' 8' 16' TRUE NORTH FLOOR PLAN - LEVEL 01 DRAWN BY Author PROJECT NUMBER 121070 ORIGINAL ISSUE HISTORIC REVIEW SUBMISSION CHECKED BY Checker PROJECT ABBREVIATION KPO DATE 10/14/2022 A-101 SHEET NUMBER 0 1 2 3 4 5 6 7 8 9 1 A-201 A A.8 B C C.2 D D.8 E 1 A-202 F G H 1 A-301 2 A-301 t v r . L A R T N E C - 2 2 R - O P K - A 0 7 0 1 2 1 / e c i f f O : E M A N R E S U t s o P y o r l i K - 0 7 0 1 2 1 / / : s c o D k s e d o t u A : E M A N E L I F 4 5 : 7 0 : 2 1 2 2 0 2 / 4 1 / 0 1 : P M A T S E T A D M A 2 A-202 1 A-446 1 A-311 3 A-311 A-446 2 ♦♦ ♦♦ ♦♦ 2 A-311 ♦ ♦ G3 ♦ ♦ 1 ♦♦ ♦♦ ♦♦ 9 F2 12 A-219 10 A3.1 11 OFFICE 204 A3.1 F2 A-219 8 AB 4 0 2 E6 OFFICE 203 6 3 0 2 5 7 L UP UP 6 A-441 F2 OFFICE 205 13 15 16 A-219 14 E8 E3 E8 206 1 3 4 F2 A-220 2 205 AB M G6 MEETING RM 206 FEC G3.1 OFFICE BALCONY 210 14 A-220 A-220 13 15 UP ELEV ♦♦ ♦♦ G3 ♦ ♦ ♦ ♦ ♦♦ ♦♦ ♦♦ A3.1 1 9 11 12 A-220 10 F2 OFFICE 209 N 9 0 2 E3 CORR 201 1 3 4 A-219 2 OPEN OFFICE 202 4 A-451 208 RR 208 207 AD O 5 8 A-220 6 G6 FEC 7 MEETING RM 207 G3 G6 2 A-442 18 A-432 A-218 10 2 A-302 1 A-302 2 A-201 1 FLOOR PLAN - LEVEL 02 SCALE: 1/8" = 1'-0" -4' 0 4' 8' 16' TRUE NORTH FLOOR PLAN GENERAL NOTES 1. ALL UNMARKED PARTITIONS ARE TYPE __. ALL COLUMN FURRING TO BE PARTITION TYPE __ UNLESS NOTED OTHERWISE. 2. ALL WINDOW & DOOR PLAN OPENINGS ARE DIMENSIONED ON AREA PLANS. 3. FOR FIRE AND LIFE SAFETY PLANS, REFER TO G1 DRAWINGS. 4. ROOF PLAN SHOWN FOR REFERENCE ONLY. REFER TO ROOF PLAN FOR NOTES AND DIMENSIONS. 5. REFER TO A2 SERIES DRAWINGS, EXTERIOR ELEVATIONS, A3 BUILDING AND WALL SECTIONS 6. REFER TO A6 SERIES FOR ALL PARTITIONS, DOORS, WINDOWS, AND ACCESSORIES. 7. INSTALL APPROPRIATE MANUFACTURED EXPANSION JOINT COVERS AT ALL VISIBLE BUILDING EXPANSION JOINTS. TOP OF COVER OF FLOOR EXPANSION JOINT COVERS TO BE FLUSH WITH TOP OF FINISHED FLOOR. 8. ALL PLAN DIMENSIONS ARE TAKEN TO THE CENTERLINE OF COLUMNS AND TO THE OUTERMOST SURFACE OF THE WALL (INCLUDING TILE, STONE, PLASTER, ETC. EXCLUDING TRIM) UNLESS NOTED OTHERWISE. 9. INSTALL BLOCKING AS REQUIRED TO SUPPORT WALL MOUNTED DEVICES. COORDINATE BLOCKING LOCATIONS W/ FFE PLAN & OWNER FOR ART LOCATIONS PRIOR TO CLOSING ALL ALLS. 10. AT ALL SPANDREL GLASS LOCATIONS, FACE OF INTERIOR WALL TO BE CONTINUOUS WITH ADJACENT WALL. 11. REFER TO A-551 FOR INTERIOR EXPANSION JOINT DETAILS. 12. GENERAL DIMENSIONS PROVIDED ON FLOOR PLANS AND AREA PLANS DO NOT REFLECT THE ROUGH OPENING DIMENSIONS REQUIRED FOR COORDINATION WITH MASONRY JOINT COURSING. CONTRACTOR IS TO PROVIDE ROUGH OPENING FRAMING DIMENSIONS CONSISTENT WITH ENLARGED ARCHITECTURAL PLAN/SECTION DETAILS (A5 SERIES SHEETS), AND WINDOW SCHEDULE/DETAILS (A6 SERIES). CONTRACTOR TO SUBMIT RFI FOR ANY ROUGH OPENING DIMENSIONS NOT GIVEN IN DETAILING FOR CLARIFICATION REQUIRED. 13. WHERE EXST PIPING OR OTHER THROUGH-WALL OR THROUGH-FLOOR PENETRATIONS ARE REMOVED, PATCH ALL RESIDUAL OPENINGS WITH CONSTRUCTION TO MATCH ADJ WALL OR FLOOR TYPE. PATCH ALL OPENINGS THROUGH FIRE-RESISTANCE RATED CONSTRUCTION WITH MATERIAL TO MEET HOURLY RATING REQUIREMENT. SHEET NOTES 1. FINISHES FOR ALL BOH MECHANICAL AND ELECTRICAL SPACES, THIS FLOOR: POLISHED & SEALED CONCRETE SLAB; PAINT EXIST WALL & CEILING STRUCTURE. 2. FINISHES FOR BOH SERVICE CORRIDOR, THIS FLOOR: RESILIENT FLOORING & BASE, APPLY PTD PLASTER AT EXIST WALLS, PAINT EXIST EXPOSED STRUCTURE CLGS. 3. FINISHES FOR CATERING PANTRY SPACES, THIS FLOOR: RESILIENT FLOOR & BASE, PAINT GYP CEILING, FULL HEIGHT CERAMIC TILE AT ALL WALLS. KEYED NOTES NUMBER DESCRIPTION Page Southerland Page, Inc. 400 W. Cesar Chavez Street Fifth Floor Austin, TX 78701 pagethink.com TEL FAX 512 472 6721 512 477 3211 ARCHITECTURE / ENGINEERING / INTERIORS / PLANNING / CONSULTING Austin / Dallas / Denver / Houston / San Francisco / Washington DC / International Affiliate Offices DESIGN ARCHITECT ROCKWELL GROUP 5 UNION SQUARE WEST NEW YORK, NY 10003 212-463-0334 ARCHITECT OF RECORD PAGE SOUTHERLAND PAGE 400 W CESAR CHAVEZ ST SUITE 500 AUSTIN, TX 78701 512-382-3527 STRUCTURAL ENGINEER THORNTON TOMASETTI MEP ENGINEER BLUM CONSULTING 804 LAS CIMAS PKWY SUITE 140 AUSTIN, TX 78746 512-580-1750 8144 WALNUT HILL LANE SUITE 200 DALLAS, TX 75231 214-373-8222 LIGHTING CONSULTANT SEAN O'CONNOR LIGHTING TECHNOLOGY/SECURITY 4B TECHNOLOGY 12955 W. WASHINGTON BLVD LOS ANGELES, CA 90066 310-659-5900 390 GLENBOROUGH DR HOUSTON, TX 77067 832-249-9379 ACOUSTICAL CONSULTANT IDIBRI FOOD SERVICE CONSULTANT NEXT STEP DESIGN 15508 WRIGHT BROTHERS DR ADDISON, TX 75001 972-239-1505 913 WEST ST ANNAPOLIS, MD 21401 410-263-1200 AUDIOVISUAL CONSULTANT DIMENSIONAL INNOVATIONS LANDSCAPE ARCHITECT CO'DESIGN 3421 MERRIAM DR OVERLAND PARK, KS 66203 913-384-3488 1200 YAUPON VALLEY RD AUSTIN, TX 78746 512-423-1298 HISTORIC CONSULTANT ARCHITEXAS 2900 S. CONGRESS AVE SUITE 200 AUSTIN, TX 78704 512-444-4220 ARCHITECTURAL SUPPORT MCKINNEY YORK ARCHITECTS 1301 E. 7TH ST AUSTIN TX 78702 512-476-0201 Y O R L I K T S O P E H T t e e r t S h t 6 t s e W 0 1 2 1 0 7 8 7 X T , n i t s u A FLOOR PLAN LEGEND SYMBOL DESCRIPTION MATCHLINE /XX A101 SEE MATCH LINE SHEET REFERENCE 14 A1 X KEYED NOTE KEYED NOTES ONLY APPLY TO THIS SHEET PARTITION TAG REFER TO PARTITION SCHEDULE BUILDING SECTION TAG WALL SECTION TAG A6 A-301 A6 A-201 A6 A-431 H4 A-211 INTERIOR ELEVATION TAG PLAN REFERENCE TAG ROOM NAME 101 ROOM NAME ROOM NUMBER S ♦ ♦S ♦♦ ♦♦S S ♦ ♦S ♦♦ ♦♦S S ♦ ♦S ♦♦ ♦♦S 0-HOUR SMOKE BARRIER 1-HOUR FIRE PARTITION 1-HOUR FIRE/SMOKE PARTITION 2-HOUR FIRE PARTITION 2-HOUR FIRE/SMOKE PARTITION EXTERIOR ELEVATION TAG REVISION HISTORY 1002a NEW DOOR WITH DOOR TAG REF DOOR SCHED 28 NEW WINDOW WITH WINDOW MARK REF GLAZING ELEVATIONS 0 COLUMN GRID DESIGNATIONS REVISION DESCRIPTION PROFESSIONAL SEALS DATE FLOOR PLAN - LEVEL 02 DRAWN BY Author PROJECT NUMBER 121070 ORIGINAL ISSUE HISTORIC REVIEW SUBMISSION CHECKED BY Checker PROJECT ABBREVIATION KPO DATE 10/14/2022 A-102 SHEET NUMBER 1 2 3 4 5 6 7 8 1 A-201 1 A-302 2 10 A-441 2 LIGHTWELL 309 OFFICE 303 A3.1 G2 OFFICE 302 12 A-221 10 8 A-221 6 9 11 5 7 4 A3.1 2 0 3 3 0 3 AC P DN DN G2 DN 2 A-311 G6 FEC G6 A-221 14 13 OFFICE 304 1 A-311 A-220 15 CORR 301 1 A-221 4 A-219 2 1 3 OPEN TO BELOW 3 A-311 C 7 0 3 B 7 0 3 G3.1 A3.1 A 7 0 3 2 ELEV 5 A-451 2 F2 MEETING RM 308 19 G3 22 A-221 20 8 0 3 21 Q 3 A-551 3 A-442 23 A-432 STORAGE 307 G3.1 E3 306 RR 306 A-221 2 305 G3 OFFICE 305 15 G6 18 A-221 16 17 R 1 A-447 A.8 C.2 1 A-301 D.8 E 2 A-301 G A B C D F H t v r . L A R T N E C - 2 2 R - O P K - A 0 7 0 1 2 1 / e c i f f O : E M A N R E S U t s o P y o r l i K - 0 7 0 1 2 1 / / : s c o D k s e d o t u A : E M A N E L I F 7 5 : 7 0 : 2 1 2 2 0 2 / 4 1 / 0 1 : P M A T S E T A D M A 1 FLOOR PLAN - LEVEL 03 SCALE: 1/8" = 1'-0" FLOOR PLAN GENERAL NOTES 1. ALL UNMARKED PARTITIONS ARE TYPE __. ALL COLUMN FURRING TO BE PARTITION TYPE __ UNLESS NOTED OTHERWISE. 2. ALL WINDOW & DOOR PLAN OPENINGS ARE DIMENSIONED ON AREA PLANS. 3. FOR FIRE AND LIFE SAFETY PLANS, REFER TO G1 DRAWINGS. 4. ROOF PLAN SHOWN FOR REFERENCE ONLY. REFER TO ROOF PLAN FOR NOTES AND DIMENSIONS. 5. REFER TO A2 SERIES DRAWINGS, EXTERIOR ELEVATIONS, A3 BUILDING AND WALL SECTIONS 6. REFER TO A6 SERIES FOR ALL PARTITIONS, DOORS, WINDOWS, AND ACCESSORIES. 7. INSTALL APPROPRIATE MANUFACTURED EXPANSION JOINT COVERS AT ALL VISIBLE BUILDING EXPANSION JOINTS. TOP OF COVER OF FLOOR EXPANSION JOINT COVERS TO BE FLUSH WITH TOP OF FINISHED FLOOR. 8. ALL PLAN DIMENSIONS ARE TAKEN TO THE CENTERLINE OF COLUMNS AND TO THE OUTERMOST SURFACE OF THE WALL (INCLUDING TILE, STONE, PLASTER, ETC. EXCLUDING TRIM) UNLESS NOTED OTHERWISE. 9. INSTALL BLOCKING AS REQUIRED TO SUPPORT WALL MOUNTED DEVICES. COORDINATE BLOCKING LOCATIONS W/ FFE PLAN & OWNER FOR ART LOCATIONS PRIOR TO CLOSING ALL ALLS. 10. AT ALL SPANDREL GLASS LOCATIONS, FACE OF INTERIOR WALL TO BE CONTINUOUS WITH ADJACENT WALL. 11. REFER TO A-551 FOR INTERIOR EXPANSION JOINT DETAILS. 12. GENERAL DIMENSIONS PROVIDED ON FLOOR PLANS AND AREA PLANS DO NOT REFLECT THE ROUGH OPENING DIMENSIONS REQUIRED FOR COORDINATION WITH MASONRY JOINT COURSING. CONTRACTOR IS TO PROVIDE ROUGH OPENING FRAMING DIMENSIONS CONSISTENT WITH ENLARGED ARCHITECTURAL PLAN/SECTION DETAILS (A5 SERIES SHEETS), AND WINDOW SCHEDULE/DETAILS (A6 SERIES). CONTRACTOR TO SUBMIT RFI FOR ANY ROUGH OPENING DIMENSIONS NOT GIVEN IN DETAILING FOR CLARIFICATION REQUIRED. 13. WHERE EXST PIPING OR OTHER THROUGH-WALL OR THROUGH-FLOOR PENETRATIONS ARE REMOVED, PATCH ALL RESIDUAL OPENINGS WITH CONSTRUCTION TO MATCH ADJ WALL OR FLOOR TYPE. PATCH ALL OPENINGS THROUGH FIRE-RESISTANCE RATED CONSTRUCTION WITH MATERIAL TO MEET HOURLY RATING REQUIREMENT. SHEET NOTES 1. FINISHES FOR ALL BOH MECHANICAL AND ELECTRICAL SPACES, THIS FLOOR: POLISHED & SEALED CONCRETE SLAB; PAINT EXIST WALL & CEILING STRUCTURE. 2. FINISHES FOR BOH SERVICE CORRIDOR, THIS FLOOR: RESILIENT FLOORING & BASE, APPLY PTD PLASTER AT EXIST WALLS, PAINT EXIST EXPOSED STRUCTURE CLGS. 3. FINISHES FOR CATERING PANTRY SPACES, THIS FLOOR: RESILIENT FLOOR & BASE, PAINT GYP CEILING, FULL HEIGHT CERAMIC TILE AT ALL WALLS. Page Southerland Page, Inc. 400 W. Cesar Chavez Street Fifth Floor Austin, TX 78701 pagethink.com TEL FAX 512 472 6721 512 477 3211 ARCHITECTURE / ENGINEERING / INTERIORS / PLANNING / CONSULTING Austin / Dallas / Denver / Houston / San Francisco / Washington DC / International Affiliate Offices DESIGN ARCHITECT ROCKWELL GROUP 5 UNION SQUARE WEST NEW YORK, NY 10003 212-463-0334 ARCHITECT OF RECORD PAGE SOUTHERLAND PAGE 400 W CESAR CHAVEZ ST SUITE 500 AUSTIN, TX 78701 512-382-3527 STRUCTURAL ENGINEER THORNTON TOMASETTI MEP ENGINEER BLUM CONSULTING 804 LAS CIMAS PKWY SUITE 140 AUSTIN, TX 78746 512-580-1750 8144 WALNUT HILL LANE SUITE 200 DALLAS, TX 75231 214-373-8222 LIGHTING CONSULTANT SEAN O'CONNOR LIGHTING TECHNOLOGY/SECURITY 4B TECHNOLOGY 12955 W. WASHINGTON BLVD LOS ANGELES, CA 90066 310-659-5900 390 GLENBOROUGH DR HOUSTON, TX 77067 832-249-9379 ACOUSTICAL CONSULTANT IDIBRI FOOD SERVICE CONSULTANT NEXT STEP DESIGN 15508 WRIGHT BROTHERS DR ADDISON, TX 75001 972-239-1505 913 WEST ST ANNAPOLIS, MD 21401 410-263-1200 AUDIOVISUAL CONSULTANT DIMENSIONAL INNOVATIONS LANDSCAPE ARCHITECT CO'DESIGN 3421 MERRIAM DR OVERLAND PARK, KS 66203 913-384-3488 1200 YAUPON VALLEY RD AUSTIN, TX 78746 512-423-1298 HISTORIC CONSULTANT ARCHITEXAS 2900 S. CONGRESS AVE SUITE 200 AUSTIN, TX 78704 512-444-4220 ARCHITECTURAL SUPPORT MCKINNEY YORK ARCHITECTS 1301 E. 7TH ST AUSTIN TX 78702 512-476-0201 Y O R L I K T S O P E H T t e e r t S h t 6 t s e W 0 1 2 1 0 7 8 7 X T , n i t s u A FLOOR PLAN LEGEND SYMBOL DESCRIPTION MATCHLINE /XX A101 SEE MATCH LINE SHEET REFERENCE 14 A1 X KEYED NOTE KEYED NOTES ONLY APPLY TO THIS SHEET PARTITION TAG REFER TO PARTITION SCHEDULE BUILDING SECTION TAG WALL SECTION TAG A6 A-301 A6 A-201 A6 A-431 H4 A-211 INTERIOR ELEVATION TAG PLAN REFERENCE TAG ROOM NAME 101 ROOM NAME ROOM NUMBER S ♦ ♦S ♦♦ ♦♦S S ♦ ♦S ♦♦ ♦♦S S ♦ ♦S ♦♦ ♦♦S 0-HOUR SMOKE BARRIER 1-HOUR FIRE PARTITION 1-HOUR FIRE/SMOKE PARTITION 2-HOUR FIRE PARTITION 2-HOUR FIRE/SMOKE PARTITION EXTERIOR ELEVATION TAG REVISION HISTORY 1002a NEW DOOR WITH DOOR TAG REF DOOR SCHED 28 NEW WINDOW WITH WINDOW MARK REF GLAZING ELEVATIONS 0 COLUMN GRID DESIGNATIONS REVISION DESCRIPTION PROFESSIONAL SEALS DATE -4' 0 4' 8' 16' TRUE NORTH FLOOR PLAN - LEVEL 03 DRAWN BY Author PROJECT NUMBER 121070 ORIGINAL ISSUE PERMIT SET CHECKED BY Checker PROJECT ABBREVIATION KPO DATE 10/14/2022 A-103 SHEET NUMBER 1 2 A-202 0 1 2 3 4 5 6 7 8 9 2 A-302 7 7 1 A-302 1 2 ° 5 7 7 1 6 " 0 - ' 1 / " 4 1 / 7 3 A-311 " 0 - ' 1 / " 2 1 3 / 4 5 1 A-201 2 A-201 A A.8 B C C.2 D D.8 E 1 A-202 F G H 1 A-301 2 A-301 t v r . L A R T N E C - 2 2 R - O P K - A 0 7 0 1 2 1 / e c i f f O : E M A N R E S U t s o P y o r l i K - 0 7 0 1 2 1 / / : s c o D k s e d o t u A : E M A N E L I F 8 5 : 7 0 : 2 1 2 2 0 2 / 4 1 / 0 1 : P M A T S E T A D M A 1 Roof Plan SCALE: 1/8" = 1'-0" 1 3 1 6 " 0 - ' 1 / " 4 1 / 7 2 A-311 8 7 1 1 1 7 7 ROOF PLAN GENERAL NOTES 1. REFER TO SECTION 07540 OF THE PROJECT MANUAL FOR ROOF SYSTEM REQUIREMENTS. 2. INSTALL ROOF SYSTEM COMPONENTS IN STRICT ACCORDANCE MANUFACTURER’S REQUIREMENTS. 3. ALL COMPONENTS INTENDED FOR USE IN THE ROOF SYSTEM SHALL BE APPROVED BY MEMBRANE MANUFACTURER. 4. CRICKETS & SADDLES - WHERE INDICATED PROVIDE TAPERED, FACTORY-CUT, PRE PACKAGED ASSEMBLIES OF SAME MATERIAL AS UNDERLYING INSULATION. PROVIDE SLOPES REQUIRED LIMITING PONDING OF WATER TO NO MORE THAN 24 HOURS. 5. BITUMEN/ADHESIVE ENVELOPES AND/OR METAL STOPS ARE REQUIRED AT ALL PERIMETERS AND ROOF PENETRATIONS. 6. DO NOT ALLOW ROOFING WORK TO STAIN ROOF TOP PIPE, CONDUIT, BUILDING STRUCTURE, AND/OR BUILDING ENVELOPE. 7. DO NOT ALLOW ROOFING DEBRIS TO ENTER DRAIN SYSTEM. INSPECT ROOF AND VERIFY UNRESTRICTED DRAINAGE EACH DAY AND END OF WORK. 8. VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS OF ROOF AREAS, LOCATIONS OF ROOFTOP EQUIPMENT, AND INCIDENTAL ITEMS OF WORK. THE DRAWINGS ARE DIAGRAMMATIC AND INDICTED DESIGN INTENT AND NOT EXACT QUANTITIES. 9. THE ABSENCE OF INCREMENTAL ITEMS OF WORK ON THE CONTRACT DOCUMENTS DOES NOT ALLEVIATE THE CONTRACTOR OF RESPONSIBILITY OF PROVIDING ALL WORK REQUIRED TO PROPERLY ROOF, FLASH, AND MAKE WATERPROOF ALL ITEMS THAT CAN BE REASONABLY INFERRED AS BEING PART OF THE WORK. 10.REFER TO MANUFACTURER’S RECOMMENDED DETAILS OR NRCA STANDARD DETAILS, WHICH EVER IS MOST STRINGENT, FOR CONDITIONS NOT DETAILED. 11.ROOFING MATERIAL S BOTH STORED AND IN PLACE SHALL BE PROTECTION FROM WEATHER INCLUDING WIND AND MOISTURE. PROVIDE CUT OFFS ETC AT THE END OF EACH DAYS WORK. WET OR OTHERWISE COMPROMISED ROOF MATERIALS SHALL BE REMOVED FROM THE SITE AND REPLACED AT CONTRACTORS EXPENSE. 12.ROOF SLOPES SHOWN ON THE CONTRACT DOCUMENTS INDICATED DESIGN INTENT. PROVIDE ROOF SLOPES REQUIRED LIMITING PONDING OF WATER TO NO MORE THAN 24 HOURS. 13.METAL FLASHINGS - PROVIDE CONCEALED (INTERNAL) SPLICE PLATES TYPICAL AT ALL METAL FLASHINGS AND COPINGS EXPOSED TO PUBLIC VIEW. 14.AT PERIMETER OF ALL ROOF PROVIDE FACTORY FABRICATED, CONTINUOUS 24” WIDE TAPERED PERLITE EDGE STRIP BETWEEN THERMAL INSULATION AND RETRO BOARD. PROVIDE MIN. ½”/FOOT SLOPE. 15.AT ALL ROOF TOP EQUIPMENT PROVIDE FACTORY PAINTED FINISH AT EXPOSED SURFACES. WHERE FACTORY FINISH IS NOT AVAILABLE FIELD PAINT IN COLOR AS SELECTED BY ARCHITECT. 16.SUMP 48" X 48" TYPICAL AT EA DRAIN. KEYED NOTES NUMBER 1 2 3 4 5 6 7 8 DESCRIPTION NEW SKYLIGHT IN EXIST OPENING. UNIT SKYLIGHTS BOD EQUAL TO VELUX ECOSKY3 W/ AEROGEL-FILLED LAYLITE NEW MODULAR SKYLIGHT IN EXIST OPENING. LINEAR SKYLIGHT BOD EQUAL TO VELUX VMS LONGLIGHT, 5 DEGREE PITCH, CURB MOUNTED, FIXED UNITS. INFILL EXIST ROOF OPENING W/ STRUCTURE, DECKING, & ROOF ASSEMBLY TME MODIFY EXIST CRICKET AT NEW ELEVATOR SHAFT & OVERRUN CRICKET ROOF ASSEMBLY AT EXIST LIGHTWELL EXIST ROOF DRAINS TO REMAIN REINSTALL SALVAGED LIGHTNING PROTECTION SYSTEM IN SAME LOCATION Page Southerland Page, Inc. 400 W. Cesar Chavez Street Fifth Floor Austin, TX 78701 pagethink.com TEL FAX 512 472 6721 512 477 3211 ARCHITECTURE / ENGINEERING / INTERIORS / PLANNING / CONSULTING Austin / Dallas / Denver / Houston / San Francisco / Washington DC / International Affiliate Offices DESIGN ARCHITECT ROCKWELL GROUP 5 UNION SQUARE WEST NEW YORK, NY 10003 212-463-0334 ARCHITECT OF RECORD PAGE SOUTHERLAND PAGE 400 W CESAR CHAVEZ ST SUITE 500 AUSTIN, TX 78701 512-382-3527 STRUCTURAL ENGINEER THORNTON TOMASETTI MEP ENGINEER BLUM CONSULTING 804 LAS CIMAS PKWY SUITE 140 AUSTIN, TX 78746 512-580-1750 8144 WALNUT HILL LANE SUITE 200 DALLAS, TX 75231 214-373-8222 LIGHTING CONSULTANT SEAN O'CONNOR LIGHTING TECHNOLOGY/SECURITY 4B TECHNOLOGY 12955 W. WASHINGTON BLVD LOS ANGELES, CA 90066 310-659-5900 390 GLENBOROUGH DR HOUSTON, TX 77067 832-249-9379 ACOUSTICAL CONSULTANT IDIBRI FOOD SERVICE CONSULTANT NEXT STEP DESIGN 15508 WRIGHT BROTHERS DR ADDISON, TX 75001 972-239-1505 913 WEST ST ANNAPOLIS, MD 21401 410-263-1200 AUDIOVISUAL CONSULTANT DIMENSIONAL INNOVATIONS LANDSCAPE ARCHITECT CO'DESIGN 3421 MERRIAM DR OVERLAND PARK, KS 66203 913-384-3488 1200 YAUPON VALLEY RD AUSTIN, TX 78746 512-423-1298 HISTORIC CONSULTANT ARCHITEXAS 2900 S. CONGRESS AVE SUITE 200 AUSTIN, TX 78704 512-444-4220 ARCHITECTURAL SUPPORT MCKINNEY YORK ARCHITECTS 1301 E. 7TH ST AUSTIN TX 78702 512-476-0201 Y O R L I K T S O P E H T t e e r t S h t 6 t s e W 0 1 2 1 0 7 8 7 X T , n i t s u A ROOF PLAN LEGEND SYMBOL DESCRIPTION 14 KEYED NOTE KEYED NOTES ONLY APPLY TO THIS SHEET A6 A-301 A6 A-201 A6 A-431 1/4" / 1'-0" 14 14 115'-6" BUILDING SECTION TAG WALL SECTION TAG PLAN REFERENCE TAG ROOF SLOPE SPOT ELEVATION EXTERIOR ELEVATION TAG REVISION HISTORY REVISION DESCRIPTION PROFESSIONAL SEALS DATE ROOF PLAN DRAWN BY MS PROJECT NUMBER 121070 ORIGINAL ISSUE HISTORIC REVIEW SUBMISSION CHECKED BY PROJECT ABBREVIATION NT KPO DATE 10/14/2022 A-104 SHEET NUMBER -4' 0 4' 8' 16' TRUE NORTH 2 2 2 2 2 2 2 2 2 1 1 1 1 1 2 2 2 SOUTH ELEVATION SCALE: 1/8" = 1'-0" 3 3 t v r . L A R T N E C - 2 2 R - O P K - A 0 7 0 1 2 1 / e c i f f O : E M A N R E S U t s o P y o r l i K - 0 7 0 1 2 1 / / : s c o D k s e d o t u A : E M A N E L I F 6 0 : 7 4 : 1 1 2 2 0 2 / 3 1 / 0 1 : P M A T S E T A D M P 1 NORTH ELEVATION SCALE: 1/8" = 1'-0" EXTERIOR GENERAL NOTES 1. TBD KEYED NOTES NUMBER DESCRIPTION 1 2 3 EXIST DOORS TO RECEIVE NEW LOW-E GLAZING IN EXIST DOOR FRAMES EXIST WINDOWS TO RECEIVE NEW LOW-E GLAZING IN EXIST WINDOW FRAMES NEW DOOR LEV 03 - TO FF 30' - 10" LEV 02 - TO FF 17' - 10" LEV 01 - TO FF 0' - 0" 6th street sidewalk -5' - 4 13/16" LEV 03 - TO FF 30' - 10" LEV 02 - TO FF 17' - 10" LEV 01 - TO FF 0' - 0" Page Southerland Page, Inc. 400 W. Cesar Chavez Street Fifth Floor Austin, TX 78701 pagethink.com TEL FAX 512 472 6721 512 477 3211 ARCHITECTURE / ENGINEERING / INTERIORS / PLANNING / CONSULTING Austin / Dallas / Denver / Houston / San Francisco / Washington DC / International Affiliate Offices DESIGN ARCHITECT ROCKWELL GROUP 5 UNION SQUARE WEST NEW YORK, NY 10003 212-463-0334 ARCHITECT OF RECORD PAGE SOUTHERLAND PAGE 400 W CESAR CHAVEZ ST SUITE 500 AUSTIN, TX 78701 512-382-3527 STRUCTURAL ENGINEER THORNTON TOMASETTI MEP ENGINEER BLUM CONSULTING 804 LAS CIMAS PKWY SUITE 140 AUSTIN, TX 78746 512-580-1750 8144 WALNUT HILL LANE SUITE 200 DALLAS, TX 75231 214-373-8222 LIGHTING CONSULTANT SEAN O'CONNOR LIGHTING TECHNOLOGY/SECURITY 4B TECHNOLOGY 12955 W. WASHINGTON BLVD LOS ANGELES, CA 90066 310-659-5900 390 GLENBOROUGH DR HOUSTON, TX 77067 832-249-9379 ACOUSTICAL CONSULTANT IDIBRI FOOD SERVICE CONSULTANT NEXT STEP DESIGN 15508 WRIGHT BROTHERS DR ADDISON, TX 75001 972-239-1505 913 WEST ST ANNAPOLIS, MD 21401 410-263-1200 AUDIOVISUAL CONSULTANT DIMENSIONAL INNOVATIONS LANDSCAPE ARCHITECT CO'DESIGN 3421 MERRIAM DR OVERLAND PARK, KS 66203 913-384-3488 1200 YAUPON VALLEY RD AUSTIN, TX 78746 512-423-1298 HISTORIC CONSULTANT ARCHITEXAS 2900 S. CONGRESS AVE SUITE 200 AUSTIN, TX 78704 512-444-4220 ARCHITECTURAL SUPPORT MCKINNEY YORK ARCHITECTS 1301 E. 7TH ST AUSTIN TX 78702 512-476-0201 Y O R L I K T S O P E H T t e e r t S h t 6 t s e W 0 1 2 1 0 7 8 7 X T , n i t s u A REVISION HISTORY REVISION DESCRIPTION PROFESSIONAL SEALS DATE EXTERIOR ELEVATIONS DRAWN BY MS PROJECT NUMBER 121070 ORIGINAL ISSUE HISTORIC REVIEW SUBMISSION CHECKED BY PROJECT ABBREVIATION NT KPO DATE 10/14/2022 A-201 SHEET NUMBER EXTERIOR GENERAL NOTES 1. TBD KEYED NOTES NUMBER DESCRIPTION 1 2 3 EXIST DOORS TO RECEIVE NEW LOW-E GLAZING IN EXIST DOOR FRAMES EXIST WINDOWS TO RECEIVE NEW LOW-E GLAZING IN EXIST WINDOW FRAMES NEW DOOR Page Southerland Page, Inc. 400 W. Cesar Chavez Street Fifth Floor Austin, TX 78701 pagethink.com TEL FAX 512 472 6721 512 477 3211 ARCHITECTURE / ENGINEERING / INTERIORS / PLANNING / CONSULTING Austin / Dallas / Denver / Houston / San Francisco / Washington DC / International Affiliate Offices DESIGN ARCHITECT ROCKWELL GROUP 5 UNION SQUARE WEST NEW YORK, NY 10003 212-463-0334 ARCHITECT OF RECORD PAGE SOUTHERLAND PAGE 400 W CESAR CHAVEZ ST SUITE 500 AUSTIN, TX 78701 512-382-3527 STRUCTURAL ENGINEER THORNTON TOMASETTI MEP ENGINEER BLUM CONSULTING 804 LAS CIMAS PKWY SUITE 140 AUSTIN, TX 78746 512-580-1750 8144 WALNUT HILL LANE SUITE 200 DALLAS, TX 75231 214-373-8222 LIGHTING CONSULTANT SEAN O'CONNOR LIGHTING TECHNOLOGY/SECURITY 4B TECHNOLOGY 12955 W. WASHINGTON BLVD LOS ANGELES, CA 90066 310-659-5900 390 GLENBOROUGH DR HOUSTON, TX 77067 832-249-9379 ACOUSTICAL CONSULTANT IDIBRI FOOD SERVICE CONSULTANT NEXT STEP DESIGN 15508 WRIGHT BROTHERS DR ADDISON, TX 75001 972-239-1505 913 WEST ST ANNAPOLIS, MD 21401 410-263-1200 AUDIOVISUAL CONSULTANT DIMENSIONAL INNOVATIONS LANDSCAPE ARCHITECT CO'DESIGN 3421 MERRIAM DR OVERLAND PARK, KS 66203 913-384-3488 1200 YAUPON VALLEY RD AUSTIN, TX 78746 512-423-1298 HISTORIC CONSULTANT ARCHITEXAS 2900 S. CONGRESS AVE SUITE 200 AUSTIN, TX 78704 512-444-4220 ARCHITECTURAL SUPPORT MCKINNEY YORK ARCHITECTS 1301 E. 7TH ST AUSTIN TX 78702 512-476-0201 Y O R L I K T S O P E H T t e e r t S h t 6 t s e W 0 1 2 1 0 7 8 7 X T , n i t s u A REVISION HISTORY REVISION DESCRIPTION PROFESSIONAL SEALS DATE EXTERIOR ELEVATIONS DRAWN BY MS PROJECT NUMBER 121070 ORIGINAL ISSUE HISTORIC REVIEW SUBMISSION CHECKED BY PROJECT ABBREVIATION NT KPO DATE 10/14/2022 A-202 SHEET NUMBER LEV 03 - TO FF 30' - 10" LEV 02 - TO FF 17' - 10" LEV 01 - TO FF 0' - 0" 6th street sidewalk -5' - 4 13/16" Roof 50' - 10 31/32" LEV 03 - TO FF 30' - 10" LEV 02 - TO FF 17' - 10" LEV 01 - TO FF 0' - 0" 6th street sidewalk -5' - 4 13/16" LEV 00 - TO FF -10' - 10 1/2" LEV 00 - TOC (EXST) -11' - 0" 3 2 EAST ELEVATION SCALE: 1/8" = 1'-0" 2 2 2 2 2 2 2 2 2 2 2 2 2 1 t v r . L A R T N E C - 2 2 R - O P K - A 0 7 0 1 2 1 / e c i f f O : E M A N R E S U t s o P y o r l i K - 0 7 0 1 2 1 / / : s c o D k s e d o t u A : E M A N E L I F 3 1 : 7 4 : 1 1 2 2 0 2 / 3 1 / 0 1 : P M A T S E T A D M P 1 WEST ELEVATION SCALE: 1/8" = 1'-0" WALL SECTION NOTES 1. COLD FORMED METAL FRAMING AT EXTERIOR MAX. SPACING SHALL BE 16" O.C. MINIMUM STUD DEPTH SHALL BE 6" AND MINIMUM THICKNESS SHALL BE 0.0598". PROVIDE LATERAL BRACING @ MAX 4' O.C. REFER TO SECTION 05400 - COLD FORMED METAL FRAMING OF THE PROJECT MANUAL FOR DESIGN AND PERFORMANCE REQUIREMENTS. 2. GYPSUM BOARD ASSEMBLIES AT PERIMETER WALLS - PROVIDE 6" DEEP METAL STUDS AT MAX. 16" O.C. SPACING w/ CONTINUOUS WIRE MESH @ OUTSIDE FACE. PROVIDE GAGE AS REQUIRED BY DESIGN AND PERFORMANCE CRITERIA INDICATED. REFER TO SECTION 09260 - GYPSUM BOARD ASSEMBLIES OF THE PROJECT MANUAL. 3. APPLY WEATHER BARRIER @ CONCEALED EXTERIOR FACES OF ALL SHEATHING, STRUCTURAL CONCRETE, AND PRECAST CONCRETE SUBSTRATE BEHIND METAL WALL PANELS. 4. SHEATHING & CONCEALED PRECAST CONC - SEAL ALL JOINTS INCLUDING PANEL TO PANEL JOINTS, INSIDE AND OUTSIDE CORNERS, PERIMETERS, PENETRATIONS AND ABUTMENTS TO ADJACENT MATERIALS AIR AND WATER TIGHT WITH 1 PLY SELF ADHERING FLASHING OR OTHER APPROVED SYSTEM. IN ADDITION PROVIDE DOUBLE BEAD SILICON SEALANT AT CONCEALED PRECAST PANELS. 5. EXPOSED PRECAST PANELS - AT JOINTS PROVIDE DOUBLE BEAD OF DOW 790 OR EQUAL SILICON SEALANT AND BACKER RODS AS INDICATED. IN ADDITION, PROVIDE 1 PLY FLEXIBLE FLASHING OVER JOINT AT CONCEALED, INTERIOR FACE. 6. PROVIDE CONTINUOUS SILL PANS WITH FACTORY FABRICATED END DAMS AT SILLS OF ALL ALUMINUM GLAZING SYSTEMS. 7. PROVIDE UL LISTED FIRE & SMOKE CONTAINMENT SYSTEMS BETWEEN STRUCTURE AND CURTAINWALLS TYPICAL AT EACH FLOOR AND ROOF PERIMETER. FIRE STOP ALL PENETRATIONS. 8. INSTALL INSULATION AT PERIMETER WALLS SO THAT CONTACT TO INSIDE FACE OF PRECAST UNITS CAN NOT BE MADE. 9. PROVIDE CONTINUOUS SEALANT JOINTS AT BOTH EXTERIOR & INTERIOR FACES OF WINDOW AND DOOR OPENINGS. DOW 790 OR APPROVED EQUAL. 10. PROVIDE CONCEALED SPLICE PLATES TYPICAL @ ALL EXPOSED METAL FLASHINGS & COPINGS. 11. GRADE TO SLOPE AWAY FROM BUILDING, REFER CIVIL DWGS. 12.ALL FERROUS MTL @ BLDG. EXTERIOR TO BE GALV. (ASTM G90) Page Southerland Page, Inc. 400 W. Cesar Chavez Street Fifth Floor Austin, TX 78701 pagethink.com TEL FAX 512 472 6721 512 477 3211 ARCHITECTURE / ENGINEERING / INTERIORS / PLANNING / CONSULTING Austin / Dallas / Denver / Houston / San Francisco / Washington DC / International Affiliate Offices DESIGN ARCHITECT ROCKWELL GROUP 5 UNION SQUARE WEST NEW YORK, NY 10003 212-463-0334 ARCHITECT OF RECORD PAGE SOUTHERLAND PAGE 400 W CESAR CHAVEZ ST SUITE 500 AUSTIN, TX 78701 512-382-3527 STRUCTURAL ENGINEER THORNTON TOMASETTI MEP ENGINEER BLUM CONSULTING 804 LAS CIMAS PKWY SUITE 140 AUSTIN, TX 78746 512-580-1750 8144 WALNUT HILL LANE SUITE 200 DALLAS, TX 75231 214-373-8222 LIGHTING CONSULTANT SEAN O'CONNOR LIGHTING TECHNOLOGY/SECURITY 4B TECHNOLOGY 12955 W. WASHINGTON BLVD LOS ANGELES, CA 90066 310-659-5900 390 GLENBOROUGH DR HOUSTON, TX 77067 832-249-9379 ACOUSTICAL CONSULTANT IDIBRI FOOD SERVICE CONSULTANT NEXT STEP DESIGN 15508 WRIGHT BROTHERS DR ADDISON, TX 75001 972-239-1505 913 WEST ST ANNAPOLIS, MD 21401 410-263-1200 AUDIOVISUAL CONSULTANT DIMENSIONAL INNOVATIONS LANDSCAPE ARCHITECT CO'DESIGN 3421 MERRIAM DR OVERLAND PARK, KS 66203 913-384-3488 1200 YAUPON VALLEY RD AUSTIN, TX 78746 512-423-1298 HISTORIC CONSULTANT ARCHITEXAS 2900 S. CONGRESS AVE SUITE 200 AUSTIN, TX 78704 512-444-4220 ARCHITECTURAL SUPPORT MCKINNEY YORK ARCHITECTS 1301 E. 7TH ST AUSTIN TX 78702 512-476-0201 Y O R L I K T S O P E H T t e e r t S h t 6 t s e W 0 1 2 1 0 7 8 7 X T , n i t s u A REVISION HISTORY REVISION DESCRIPTION PROFESSIONAL SEALS DATE t v r . L A R T N E C - 2 2 R - O P K - A 0 7 0 1 2 1 / e c i f f O : E M A N R E S U t s o P y o r l i K - 0 7 0 1 2 1 / / : s c o D k s e d o t u A : E M A N E L I F 5 1 : 7 4 : 1 1 2 2 0 2 / 3 1 / 0 1 : P M A T S E T A D M P 0 1 H 6th street sidewalk -5' - 4 13/16" LEV 00 - TOC (EXST) -11' - 0" 2 A-501 1 A-501 MECH 020 OPEN TO BEYOND GRADE, MATCH EXIST 6th street sidewalk -5' - 4 13/16" LEV 00 - TOC (EXST) -11' - 0" OA INTAKE LOUVER - REF MECH CONC RETAINING WALL - REF STRUCT WALL SECTIONS DRAWN BY MS PROJECT NUMBER 121070 ORIGINAL ISSUE HISTORIC REVIEW SUBMISSION CHECKED BY PROJECT ABBREVIATION NT KPO DATE 10/14/2022 A-312 SHEET NUMBER 4 SECT - AREAWAY @ 6TH ST - NORTH SCALE: 3/8" = 1'-0" 1 SECT - AREAWAY @ 6TH ST - EAST SCALE: 3/8" = 1'-0" Page Southerland Page, Inc. 400 W. Cesar Chavez Street Fifth Floor Austin, TX 78701 pagethink.com TEL FAX 512 472 6721 512 477 3211 ARCHITECTURE / ENGINEERING / INTERIORS / PLANNING / CONSULTING Austin / Dallas / Denver / Houston / San Francisco / Washington DC / International Affiliate Offices DESIGN ARCHITECT ROCKWELL GROUP 5 UNION SQUARE WEST NEW YORK, NY 10003 212-463-0334 ARCHITECT OF RECORD PAGE SOUTHERLAND PAGE 400 W CESAR CHAVEZ ST SUITE 500 AUSTIN, TX 78701 512-382-3527 STRUCTURAL ENGINEER THORNTON TOMASETTI MEP ENGINEER BLUM CONSULTING 804 LAS CIMAS PKWY SUITE 140 AUSTIN, TX 78746 512-580-1750 8144 WALNUT HILL LANE SUITE 200 DALLAS, TX 75231 214-373-8222 LIGHTING CONSULTANT SEAN O'CONNOR LIGHTING TECHNOLOGY/SECURITY 4B TECHNOLOGY 12955 W. WASHINGTON BLVD LOS ANGELES, CA 90066 310-659-5900 390 GLENBOROUGH DR HOUSTON, TX 77067 832-249-9379 ACOUSTICAL CONSULTANT IDIBRI FOOD SERVICE CONSULTANT NEXT STEP DESIGN 15508 WRIGHT BROTHERS DR ADDISON, TX 75001 972-239-1505 913 WEST ST ANNAPOLIS, MD 21401 410-263-1200 AUDIOVISUAL CONSULTANT DIMENSIONAL INNOVATIONS LANDSCAPE ARCHITECT CO'DESIGN 3421 MERRIAM DR OVERLAND PARK, KS 66203 913-384-3488 1200 YAUPON VALLEY RD AUSTIN, TX 78746 512-423-1298 HISTORIC CONSULTANT ARCHITEXAS 2900 S. CONGRESS AVE SUITE 200 AUSTIN, TX 78704 512-444-4220 ARCHITECTURAL SUPPORT MCKINNEY YORK ARCHITECTS 1301 E. 7TH ST AUSTIN TX 78702 512-476-0201 Y O R L I K T S O P E H T t e e r t S h t 6 t s e W 0 1 2 1 0 7 8 7 X T , n i t s u A REVISION HISTORY REVISION DESCRIPTION PROFESSIONAL SEALS DATE EXTERIOR SECTION DETAILS DRAWN BY Author PROJECT NUMBER 121070 ORIGINAL ISSUE HISTORIC REVIEW SUBMISSION CHECKED BY Checker PROJECT ABBREVIATION KPO DATE 10/14/2022 A-501 SHEET NUMBER t v r . L A R T N E C - 2 2 R - O P K - A 0 7 0 1 2 1 / e c i f f O : E M A N R E S U t s o P y o r l i K - 0 7 0 1 2 1 / / : s c o D k s e d o t u A : E M A N E L I F 7 1 : 7 4 : 1 1 2 2 0 2 / 3 1 / 0 1 : P M A T S E T A D M P EXST WINDOW WELDED GALV STL GRATE WELDED GALV STL GRATE, TME (BOD 19-W-4, 2"x3/8" BB), INSTALLED W/ BB ON BOTTOM ALIGN LIMESTONE COPING TME - REF LANDSCAPE 1/2" T.O. CONC WALL " 2 / 1 3 " 1 " 4 GALV STL ANGLE FO EXST BLDG FND WALL GALV STL ANGLE 2"x2"x1/4" GALV STL EMBED - REF STRUCT CONC RETAINING WALL - REF STRUCT 2 DTL @ AREAWAY WINDOW SCALE: 1 1/2" = 1'-0" 1 DTL @ AREAWAY GRATE SCALE: 1 1/2" = 1'-0"