A.10 - Fiesta Gardens - demolition drawings — original pdf

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: : M P 9 4 0 2 5 0 2 0 2 / 2 2 / 9 | e l t t i L & n o t y a l C © FIESTA GARDENS 2101 JESSE E. SEGOVIA STREET AUSTIN, TEXAS 78702 C I T A M E H C S 1 . H P - N G I S E D N O I T I L O M E D 0 2 - 8 0 - 0 2 0 2 E T A D D E U S S I 3 4 0 9 1 R E B M U N T C E J O R P FIESTA GARDENS VICINITY MAP PROJECT TEAM ZONING & CODE ANALYSIS OWNER CITY OF AUSTIN PARKS AND RECREATION DEPARTMENT 200 SOUTH LAMAR BLVD. AUSTIN, TEXAS 78704 LANDSCAPE ARCHITECT CO’DESIGN 1200 YAUPON VALLEY ROAD AUSTIN, TEXAS 78746 LEGAL DESCRIPTION 13.17AC SAND BEACH RESERVE BLK 5-6 *& 6-1/2 & 8 & 9 BERGMAN VALLEY VIEW TRT 1-12 *PLUS VAC STREETS RIVERVIEW GARDENS ELLEN COLFAX 512-974-9472 ELLEN.COLFAX@AUSTINTEXAS.GOV CATHERINE O'CONNOR 512-328-5231 YAUPON@AUSTIN.RR.COM ARCHITECT CLAYTON & LITTLE 2201 N LAMAR BLVD AUSTIN, TEXAS 78705 ACCESSIBILITY IHS DESIGN STUDIO REVIEWER 33005 S. LAMAR BLVD., STE. D109 PMB 314 AUSTIN, TEXAS. 78704 2101 JESSE E. SEGOVIA STREET AUSTIN, TX 78702 MARC TOPPEL 210-782-8028 MARC@CLAYTONANDLITTLE.COM CIVIL ENGINEER JOSE GUERRA, INC. 2401 SOUTH IH-35 AUSTIN, TEXAS 78741 GLENN FREY 512-445-2090 x116 GFREY@GUERRA.COM LESLIE MARRERO, RAS 512-589-5844 LESMARRERO@GMAIL.COM COST ESTIMATOR INTEGRATED CM SOLUTIONS 7600 CHEVY CHASE DR., SUITE 300 AUSTIN, TEXAS 78732 STAN JACKSON 504-982-1650 STAN@INTEGRATEDCMSOLUTIONS.COM STRUCTURAL ENGINEER AEC | WAY ENGINEERING 3800 NORTH LAMAR BLVD., SUITE 330 AUSTIN, TEXAS 78756 PUBLIC ENGAGEMENT 3300 BEE CAVE ROAD, #650-1136 CULTURAL STRATEGIES AUSTIN, TX 78746 (MAILING) PARCEL ID ZONING BUILDING CODES 282818 P-NP 2015 INTERNATIONAL BUILDING CODE 2015 INTERNATIONAL MECHANICAL CODE 2015 INTERNATIONAL PLUMBING CODE 2014 NATIONAL ELECTRIC CODE 2015 INTERNATIONAL ENERGY CONSERVATION CODE UNIFIED DEVELOPMENT CODE BUILDING DESCRIPTION NEW SINGLE-STORY ADDITION TO HOUSE SERVICE SPACES FOR EXISTING HISTORIC DINING HALL; FOUR EXISTING HISTORIC BUILDINGS/STRUCTURES ON THE PROPERTY WILL BE MAINTAINED AND RESTORED FOR USE BY THE PUBLIC AND CITY OF AUSTIN STAFF. LEGAL JURISDICTION AUSTIN, TEXAS, TRAVIS COUNTY OCCUPANCY CLASSIFICATION GROUP A-2 TYPE OF CONSTRUCTION V-B FIRE SPRINKLER NOT INSTALLED 1700 SOUTH LAMAR BLVD SUITE #338 AUSTIN, TX 78704 (PHYSICAL) SEBASTIAN PUENTE 512-501-4971 x701 SPUENTE@CULTURAL-STRATEGIES.COM DRAWING INDEX TRUE NORTH PROJECT NORTH SYMBOL LEGEND 1 / A3.0 ELEVATION ROOM NAME ROOM NAME NUMBER BUILDING SECTION DOOR NUMBER 1.01 1.01 A1 A WALL SECTION 1.01 WINDOW TYPE SECTION DETAIL PARTITION TYPE DETAIL PLUMBING FIXTURE TYPE TA-1 TOILET ACCESSORY TYPE 1 1 1 A3.0 A3.0 A3.0 1 A3.0 KARINA TRIBBLE 512-472-2111 KTRIBBLE@AECOLLAB.COM MEP ENGINEER INTEGRAL GROUP 310 COMAL ST., SUITE 302 AUSTIN, TEXAS 78702 JON GERVAIS 737-241-1183 JGERVAIS@INTEGRALGROUP.COM GENERAL NOTES HAVING JURISDICTION. GENERAL ARCHITECTURAL STRUCTURAL G1.00 PROJECT DATA PH 1 SITE - DEMO. PLAN PH 1 DINING HALL - FOUNDATION PLAN CIVIL C1.00 C2.00 C2.10 C2.11 C3.00 C4.00 C4.10 C5.00 C5.10 GENERAL NOTES EROSION CONTROL PLAN PH 1 EROSION CONTROL PLAN PH 2 EROSION CONTROL DETAILS TREE PROTECTION NOTES AND DETAILS DEMOLITION PLAN PH 1 DEMOLITION PLAN PH 2 SITE PLAN PH 1 SITE PLAN PH 2 D1.01 D1.10 D1.11 D1.15 D1.20 D1.21 D1.25 D1.30 D1.35 D1.40 D1.45 D2.10 D2.20 D2.21 D2.30 D2.40 PH 1 DINING HALL - DEMO. FLOOR PLAN PH 1 DINING HALL - ROOF FRAMING PLAN PH 1 DINING HALL - DEMO. ROOF PLAN PH 1 MERCADO - FOUNDATION PLAN PH 1 DINING HALL - DEMO. CEILING PLAN PH 1 MERCADO - ROOF FRAMING PLAN PH 1 MERCADO - DEMO. FLOOR PLAN PH 1 MERCADO - DEMO. ROOF PLAN PH 1 BANDSTAND - FOUNDATION PLAN PH 1 BANDSTAND - ROOF FRAMING PLAN PH 1 MERCADO - DEMO. CEILING PLAN PH 1 GRANDSTAND - FOUNDATION PLAN S2.10 S2.11 S2.20 S2.21 S2.30 S2.31 S2.40 PH 1 BANDSTAND - DEMO. FLOOR PLAN PH 1 BANDSTAND - DEMO. CEILING PLAN PH 1 GRANDSTAND - DEMO. FLOOR PLAN PH 1 GRANDSTAND - DEMO. CEILING PLAN PH 1 DINING HALL - DEMO. ELEVATIONS PH 1 MERCADO - DEMO. ELEVATIONS PH 1 BANDSTAND - DEMO. ELEVATIONS PH 1 GRANDSTAND - DEMO. ELEVATIONS PH 1 MERCADO - DEMO. ELEVATIONS MECHANICAL PLUMBING P1.01 P1.02 PH 1 PLUMBING SITE PLAN PH 2 PLUMBING SITE PLAN M2.10 M2.11 M2.22 M2.23 PH 1 DINING HALL - MECHANICAL FLOOR PLAN PH 1 DINING HALL - ROOF MECHANICAL PLAN PH 2 MERCADO - MECHANICAL FLOOR PLAN PH 2 MERCADO - MECHANICAL ROOF PLAN ELECTRICAL E1.00 TBD LANDSCAPE L0.01 VEGETATION REMOVAL PLAN PHASE 1 1. ALL WORK SHALL BE IN CONFORMANCE WITH APPLICABLE BUILDING CODES, AND TO INCLUDE ALL REQUIREMENTS OF OTHER AGENCIES 2. EXAMINATION OF THE SITE AND PORTIONS THEREOF THAT AFFECT THIS WORK SHALL BE MADE BY THE GENERAL CONTRACTOR, WHO SHALL COMPARE EXISTING CONDITIONS WITH THE CONTRACT DOCUMENTS AND SATISFY HIM/HERSELF AS TO THE EXISTING CONDITIONS UNDER WHICH WORK IS TO BE PERFORMED. CONTRACTOR SHALL AT SUCH TIME ASCERTAIN AND VERIFY THE LOCATIONS OF EXISTING STRUCTURES. 3. THE CONTRACT DOCUMENTS DESCRIBE DESIGN INTENT, AND ARE NOT INTENDED TO BE ALL INCLUSIVE. CONTRACTOR IS RESPONSIBLE FOR MEANS AND METHODS TO PROVIDE COMPLETE OPERATIONAL SYSTEMS AND INSTALLATIONS. NO CLAIMS FOR ADDITIONAL WORK WILL BE AWARDED FOR WORK WHICH IS DESCRIBED IN THESE DOCUMENTS OR WHICH IS REASONABLY INFERABLE FROM THEM. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR THOROUGH COORDINATION OF TRADES. ALL CLAIMS FOR ADDITIONAL WORK WILL NOT BE AWARDED FOR ANY AND ALL WORK RELATED TO SUCH COORDINATION. 5. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, AND CONDITIONS AT THE SITE, CONFIRM THAT THE WORK IS BUILDABLE AS SHOWN, AND NOTIFY THE ARCHITECT IN WRITING OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH ANY AND ALL WORK IN QUESTION. 6. ALL DIMENSIONS ARE TO FINISH FACE OF CONCRETE, CENTERLINE OF STEEL, FACE OF STUD OR CASEWORK UNLESS NOTED OTHERWISE. DIMENSIONS NOTED AS "CLR" MUST BE PRECISELY MAINTAINED. DIMENSIONS ARE NOT ADJUSTABLE WITHOUT ARCHITECT'S APPROVAL UNLESS NOTED AS "+/-". VERIFY DIMENSIONS MARKED "V.I.F." PRIOR TO COMMENCEMENT OF CONSTRUCTION, AND NOTIFY ARCHITECT OF ANY INCONSISTENCIES. 7. ALL DIMENSIONS, NOTES AND DETAILS SHOWN ON ONE PORTION OF A DRAWING SHALL APPLY TYPICALLY TO ALL OPPOSITE HAND AND/OR CONDITIONS UNLESS OTHERWISE NOTED. 8. "ALIGN" SHALL MEAN TO ACCURATELY LOCATE FINISH FACES IN THE SAME PLANE. 9. THE CONTRACT DOCUMENTS ARE COMPLIMENTARY. WHAT IS SHOWN OR REFERRED TO PARTIALLY OR WHOLE ON ANY SHALL BE PROVIDED AS THOUGH SHOWN ON ALL. 10. DO NOT SCALE DRAWINGS. DIMENSIONS SHALL GOVERN. DRAWINGS AT A LARGE SCALE SHALL TAKE PRECEDENCE OVER DRAWINGS OF A SMALL SCALE. DETAILS SHALL GOVERN OVER PLANS AND ELEVATIONS. 11. CONTRACTOR SHALL VERIFY LAYOUT OF PARTITIONS, DOORS, ELECTRICAL OUTLETS, DATA AND TELEPHONE OUTLETS, LIGHT FIXTURES, AND SWITCHES WITH ARCHITECT PRIOR TO PROCEEDING WITH CONSTRUCTION. CONTRACTOR SHALL VERIFY THAT NO CONFLICTS EXIST IN LOCATIONS OF ANY MECHANICAL, TELEPHONE, DATA, ELECTRICAL, LIGHTING, PLUMBING, AND SPRINKLER EQUIPMENT (TO INCLUDE BUT NOT LIMITED TO ALL PIPING, DUCTWORK AND CONDUIT AND THAT ALL REQUIRED CLEARANCES FOR INSTALLATION AND MAINTENANCE ARE PROVIDED. 12. DAMAGE TO NEW AND EXISTING MATERIALS, FINISHES, STRUCTURES AND EQUIPMENT SHALL BE REPAIRED OR REPLACED TO THE SATISFACTION OF THE OWNER AT THE EXPENSE OF THE CONTRACTOR. 13. ALL WORK LISTED, SHOWN OR IMPLIED ON ANY CONTRACT DOCUMENT SHALL BE SUPPLIED AND INSTALLED BY THE CONTRACTOR, EXCEPT WHERE NOTED OTHERWISE. 14. IN CASE OF CONFLICTS BETWEEN ARCHITECT'S AND ENGINEER'S DRAWINGS IN THE LOCATION OF MATERIALS AND/OR EQUIPMENT, ARCHITECTURAL DRAWINGS SHALL GOVERN. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY OF SUCH CONFLICT. 15. ALL MANUFACTURED ARTICLES, MATERIALS AND EQUIPMENT SHALL BE INSTALLED, CONNECTED, ERECTED CLEANED, AND CONDITIONED PER THE MANUFACTURER'S INSTRUCTIONS. IN CASE OF DIFFERENCES BETWEEN MANUFACTURER'S INSTRUCTIONS AND THE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT BEFORE PROCEEDING WITH THE WORK IN QUESTION. 16. ALL WORK NOTED AS "BY OTHERS" OR "N.I.C." SHALL BE PROVIDED BY OWNER OR UNDER SEPARATE CONTRACT. SUBMIT TO THE ARCHITECT AND OWNER SCHEDULE REQUIREMENTS FOR THIS "OTHER" WORK IN THE CONSTRUCTION PROGRESS SCHEDULE AND COORDINATE AS REQUIRED TO ASSURE ORDERLY SEQUENCE OF INSTALLATION. 17. THE CONTRACTOR SHALL REMOVE ALL RUBBISH AND WASTE MATERIALS OF ALL SUBCONTRACTORS AND TRADES ON A DAILY BASIS AND SHALL EXERCISE STRICT CONTROL OVER JOB CLEANING TO PREVENT ANY DIRT, DEBRIS, OR DUST FROM AFFECTING ANY FINISHED AREAS IN OR OUTSIDE THE JOB SITE. BURNING OF DEBRIS ON SITE SHALL NOT BE PERMITTED. 18. CONTRACTOR SHALL NOT PROCEED WITH ANY WORK REQUIRING ADDITIONAL COMPENSATION BEYOND THE CONTRACT AMOUNT WITHOUT AUTHORIZATION FROM THE ARCHITECT OR OWNER'S REPRESENTATIVE. FAILURE TO OBTAIN AUTHORIZATION SHALL INVALIDATE ANY CLAIM FOR ADDITIONAL COMPENSATION. : : M P 2 5 0 2 5 0 2 0 2 / 2 2 / 9 | e l t t i L & n o t y a l C © PRELIMINARY NOT FOR CONSTRUCTION This drawing was prepared under the supervision of Paul Clayton. It is not to be used for regulatory approval, permitting, or construction purposes. ISSUED DATE PROJECT NUMBER 2020-08-20 19043 SCHEMATIC DESIGN - PH. 1 DEMOLITION S N E D R A G A T S E I F T E E R T S A V O G E S I . E E S S E J 1 0 1 2 2 0 7 8 7 S A X E T , N I T S U A G1.00 PROJECT DATA GENERAL NOTES DEMOLITION LEGEND 1. RE: ENLARGED PLANS FOR EXTENT OF BUILDING DEMOLITION 2. RE: CIVIL FOR REGARDING, HARDSCAPE REMOVAL, INCLUDING SIDEWALK, DRIVEWAYS, & CURBS. 3. ALL TREES SHOWN ARE ONLY 4" CALLIPER AND WIDER; RE: LANDSCAPE FOR TREE REMOVAL AND MODIFICATION 4. REMOVE ALL LIGHT POLES WITHIN LIMITS OF CONSTRUCTIONS; RE: MEP 5. AT LANDSCAPE WALLS, REMOVE PAINT FROM ALL STUCCO; PREPARE FOR NEW AREA NOT IN SCOPE, UNLESS NOTED OTHERWISE EXISTING CONSTRUCTION TO REMAIN EXISTING CONSTRUCTION TO BE REMOVED EXISTING BUILDING AREAS IMPERVIOUS BUILDING COVERED HARDSCAPE PERVIOUS VEGETATED GRAND TOTAL 10,044 SF 5,689 SF 28,219 SF 43,952 SF 38,788 SF 38,788 SF 82,741 SF PERCENT IMPERVIOUS 53.1% PRELIMINARY NOT FOR CONSTRUCTION This drawing was prepared under the supervision of Paul Clayton. It is not to be used for regulatory approval, permitting, or construction purposes. ISSUED DATE PROJECT NUMBER 2020-08-20 19043 SCHEMATIC DESIGN - PH. 1 DEMOLITION BUILDING COVERED HARDSCAPE NOT IN SCOPE VEGETATED JESSE E. SEGOVIA ST 454 3 5 4 2 5 4 451 450 449 448 7 4 4 LIMITS OF CONSTRUCTION UTILITY POLE TO REMAIN REMOVE UTILITY POLE & O.H. LINES; TOP VALVE-445.93' VALVE NUT-442.28' PREPARE FOR UTILITY BURIAL WW CHAIN LINK FENCE & WOOD FENCE & GATE TO REMAIN REMOVE O.H. TELECOM REMOVE BOULDER REMOVE SIGN 4 4 6 1 D1.20 TOP VALVE-445.90' REMOVE WOOD FENCE & GATE VALVE NUT-441.70' TOP VALVE-445.80' VALVE NUT-443.16' 1 D1.10 445 OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP WWCO W OHP OHP OHP O H T OHP OHP 445 OHP OHP W W T H O T H O GAS METER WATER METER W 446 WWCO O H T O H T WATER METER W ELECTRICAL SERVICE ENTRY & METER 4 5 4 4 5 3 4 5 2 4 5 1 4 5 0 4 4 9 4 4 8 4 4 7 60'-0" FACE OF BUILDING 446 455 4 5 5 WW W W W O H T 4 4 6 LIMITS OF CONSTRUCTION AT EXISTING STREET CURB UTILITY POLE TO REMAIN 4 4 4 OHP OHP OHP OHP OHP REMOVE STEEL FENCE STEEL FENCE TO REMAIN O H P O H P DINING HALL 5,026 SF 445.81' FFE O H P O H P O H P P H O P H O P H O P H O " 6 5 2 / 3 2 1 5 - 8 9 1 ' E " 9 3 ' 1 3 ° 0 2 N N O T C U R T S N O C F O S T I M I L 5 4 4 4 4 4 444 4 43 APPROXIMATE 100' CWQZ SHORELINE SETBACK WOOD BRIDGE 442 441 440 439 438 436 437 435 434 4 3 3 432 431 430 4 4 6 MERCADO 5,018 SF 446.10' FFE W 3 0 4 3 9 5 5 . 3 4 I G C V 4 4 5 449.25' GRANDSTAND 3,564 SF APPROXIMATE LOCATION OF WASTE WATER LINE; CITY RECORDED MANHOLE NOT LOCATED; RE: CIVIL 1 D1.30 3 4 4 3 7 7 6 . 8 4 I G C V 6 4 4 445 BANDSTAND 567 SF 447.60' FFE 444 4 4 5 4 4 4 4 4 3 4 4 2 441 440 439 438 434 437 435 436 433 431 432 430 444 443 442 440 441 439 438 437 436 435 434 433 431 432 430 1 D1.40 LADY BIRD LAKE LAGOON 2 DEMO SITE PLAN 1" = 20'-0" PROJECT TRUE 4 4 5 APPROXIMATE FOOTPRINT OF BUILDING ADDITION; RE: NEW CONSTRUCTION C W Q Z S H O R E L I N E S E T B A C K A P P R O X I M A T E 1 0 0 ' STEEL FENCE & GATES TO REMAIN 4 4 4 3 4 1 4 4 4 5 2 4 4 4 4 4 4 0 . L O C . . A T E X I S T I N G F E N C E 434 433 432 431 430 EXTEND LIMITS OF CONSTRUCTION FROM EXISTING FENCE 100 YEAR FLOOD PLAIN; RE: CIVIL EDGE OF WATER AT MAY 8, 2020 S N E D R A G A T S E I F T E E R T S A V O G E S I . E E S S E J 1 0 1 2 2 0 7 8 7 S A X E T , N I T S U A D1.01 PH 1 SITE - DEMO. PLAN 448 447 6 4 4 OHP OHP OHP 5 3 4 4 3 4 433 431 430 444 443 441 442 440 439 437 438 436 435 434 433 432 : M P 8 1 : 0 2 5 432 0 2 0 2 / 2 2 / 9 | e l t t i L & n o t y a l C © GENERAL NOTES DEMOLITION LEGEND 1. REMOVE ALL INTERIOR DOORS AND FRAMES 2. REMOVE ALL INTERIOR WALLS AND PARTITIONS TO ROOF DECK 3. ALL CMU EXTERIOR WALLS AND STUD FRAMED PARAPETS ARE TO REMAIN, UNLESS NOTED OTHERWISE FOR NEW OPENINGS 4. REMOVE ALL FLOOR TILE TO SLAB; PREPARE FOR NEW APPLIED FLOORING 5. REMOVE ALL PLUMBING FIXTURES; RE: MEP 6. REMOVE ALL KITCHEN EQUIPMENT; RETURN TO OWNER 7. REMOVE ALL TOILET ACCESSORIES; RETURN TO OWNER 8. REMOVE ALL LOOSE FURNITURE; RETURN TO OWNER 9. POWER OUTLETS ARE TO REMAIN AT EXTERIOR WALLS AND INTERIOR COLUMNS, UNLESS NOTED OTHERWISE 10. RE: LANDSCAPE FOR TREE REMOVAL 11. RE: MEP FOR SITE ELECTRICAL REMOVAL 12. PATCH ALL ABANDONED PENETRATIONS; PREPARE FOR NEW FINISH AREA NOT IN SCOPE, UNLESS NOTED OTHERWISE EXISTING CONSTRUCTION TO REMAIN EXISTING CONSTRUCTION TO BE REMOVED PRELIMINARY NOT FOR CONSTRUCTION This drawing was prepared under the supervision of Paul Clayton. It is not to be used for regulatory approval, permitting, or construction purposes. ISSUED DATE PROJECT NUMBER 2020-08-20 19043 SCHEMATIC DESIGN - PH. 1 DEMOLITION REMOVE FENCE AND ANY ATTACHMENTS TO BUILDING REMOVE FIXED ALUM. WINDOW; RETAIN ROUGH OPENING & BRICK SILL 1 / D2.10 1.1 1.2 1.3 1.4 1.5 O H P 1.6 1.7 1.8 4'-0"W x 5'-0"H 4'-0"W x 5'-0"H 4'-0"W x 5'-0"H 1'-7" SILL 1'-7" SILL 1'-7" SILL KITCHEN REMOVE POWER OUTLET & EXPOSED CONDUIT; RE: MEP REMOVE CASEWORK TO SLAB MEN STORAGE 3'-0"W x 3'-0"H 3'-0"W x 3'-0"H 3'-6" SILL 3'-6" SILL REMOVE ENTIRE ROW OF STRUC. COLUMNS; SALVAGE MILLWORK FOR REUSE; RE: STRUCTURAL WOMEN ACC. WOMEN ACC. MEN " 6 - 8 ' REMOVE MECHANICAL EQUIPMENT; RE: MEP REMOVE ELECTRICAL SERVICE EQUIPMENT; RE: MEP REMOVE WALL TILE TO PLASTER AND/OR MASONRY BEYOND REMOVE FIXED ALUM WINDOW & BRICK SILL 3'-0"W x 3'-0"H 3'-0"W x 3'-0"H 3'-6" SILL 3'-6" SILL " 2 / 1 1 - 9 ' " 2 / 1 4 - 0 1 ' " 2 / 1 0 1 - 5 1 ' " 2 / 1 1 - 3 1 ' 1.A 1.B 1.C 1.D 1.E REMOVE FIXED ALUM. WINDOW; RETAIN ROUGH OPENING & BRICK SILL 0 1 . 2 D / 4 " H 0 - 5 x ' " W 0 - 4 ' L L I S " 7 - 1 ' " H 0 - 5 x ' " W 0 - 4 ' L L I S " 7 - 1 ' JAN / STORAGE MECH EVENT ROOM 3 / D2.10 REMOVE MILLWORK TO EXPOSE STRUC. COLUMN; SALVAGE FOR REUSE; RE: STRUCTURAL REMOVE FURRING TO EXPOSE STRUCTURAL COLUMN; RE: STRUCTURAL REMOVE DOOR & FRAME, PREPARE FOR LARGER DOOR OPENING 4'-0"W x 5'-0"H 4'-0"W x 5'-0"H 4'-0"W x 5'-0"H 1'-7" SILL 1'-7" SILL 1'-7" SILL 4'-0"W x 5'-0"H 4'-0"W x 5'-0"H 4'-0"W x 5'-0"H 1'-7" SILL 1'-7" SILL 1'-7" SILL 14'-5 1/2" 14'-1" 12'-1 3/8" 14'-4" 14'-3" 14'-3" 14'-9 1/8" REMOVE FIXED ALUM. WINDOW; RETAIN ROUGH OPENING & BRICK SILL REMOVE STEEL FENCE STEEL FENCE TO REMAIN APPROXIMATE FOOTPRINT OF BUILDING ADDITION; RE: NEW CONSTRUCTION " H 0 - 3 x ' " W 0 - 3 ' " H 0 - 3 x ' " W 0 - 3 ' L L I S " 6 - 3 ' L L I S " 6 - 3 ' " H 0 - 5 x ' " W 0 - 4 ' L L I S " 7 - 1 ' REMOVE PORTION OF WALL; RE: ELEV. 0 1 . 2 D / 2 APPROXIMATE 100' CWQZ SHORELINE SETBACK : : M P 0 2 0 2 5 0 2 0 2 / 2 2 / 9 | e l t t i L & n o t y a l C © S N E D R A G A T S E I F T E E R T S A V O G E S I . E E S S E J 1 0 1 2 2 0 7 8 7 S A X E T , N I T S U A D1.10 PH 1 DINING HALL - DEMO. FLOOR PLAN 1 DINING HALL - DEMOLITION FLOOR PLAN 1/8" = 1'-0" PROJECT TRUE 1 / D2.10 REMOVE ALL GUTTERS AND DOWNSPOUTS 1.1 1.2 1.3 1.4 1.5 O H P 1.6 1.7 1.8 REMOVE ROOFING & DECK FOR NEW ROOF MONITOR; RE: STRUCTURAL APPROXIMATE FOOTPRINT OF BUILDING ADDITION; RE: NEW CONSTRUCTION " 4 / 3 2 - 9 ' 0 1 . 2 D / 4 1.A 1.B 1.C 1.D 1.E 82'-3" " ' 0 - 1 / " 8 / 1 3 / D2.10 0 1 . 2 D / 2 APPROXIMATE 100' CWQZ SHORELINE SETBACK : : M P 1 2 0 2 5 0 2 0 2 / 2 2 / 9 | e l t t i L & n o t y a l C © GENERAL NOTES DEMOLITION LEGEND 1. REMOVE METAL PARAPET COPING; PREPARE FOR NEW 2. REMOVE MODIFIED BITUMEN ROOFING TO FACE OF INSULATION AND/OR EXTERIOR SHEATHING 3. MOVE VENT PIPES & INTAKE HOODS; RE: MEP. 4. PATCH ALL ABANDONED PENETRATIONS; PREPARE FOR NEW FINISH AREA NOT IN SCOPE, UNLESS NOTED OTHERWISE EXISTING CONSTRUCTION TO REMAIN EXISTING CONSTRUCTION TO BE REMOVED PRELIMINARY NOT FOR CONSTRUCTION This drawing was prepared under the supervision of Paul Clayton. It is not to be used for regulatory approval, permitting, or construction purposes. ISSUED DATE PROJECT NUMBER 2020-08-20 19043 SCHEMATIC DESIGN - PH. 1 DEMOLITION S N E D R A G A T S E I F T E E R T S A V O G E S I . E E S S E J 1 0 1 2 2 0 7 8 7 S A X E T , N I T S U A D1.11 PH 1 DINING HALL - DEMO. ROOF PLAN 1 DINING HALL - DEMOLITION ROOF PLAN 1/8" = 1'-0" PROJECT TRUE GENERAL NOTES DEMOLITION LEGEND 1. REMOVE ALL CEILINGS; EXPOSED WOOD RAFTERS & CEMENTITIOUS WOOD FIBER ROOF DECK TO REMAIN, UNLESS NOTED OTHERWISE 2. REMOVE ALL DUCTING & REGISTERS; RE: MEP 3. REMOVE ALL PENDANT LIGHTS AND FANS; CONDUIT TO REMAIN 4. REMOVE ALL BACK OF HOUSE & EXTERIOR LIGHTS & POWER, UNLESS NOTED OTHERWISE; RE: MEP 5. REMOVE ALL WOOD BRACKETS; SALVAGE FOR REUSE 6. EXISTING STRUCTURE IS TO REMAIN, UNLESS NOTED OTHERWISE; RE: STRUCTURAL 7. REMOVE PORTION EXISTING CONCRETE SLAB AS REQUIRED FOR FOOTING OF NEW STRUCTURE; RE: STRUCTURAL 8. PATCH ALL ABANDONED PENETRATIONS; PREPARE FOR NEW FINISH AREA NOT IN SCOPE, UNLESS NOTED OTHERWISE EXISTING CONSTRUCTION TO REMAIN EXISTING CONSTRUCTION TO BE REMOVED PRELIMINARY NOT FOR CONSTRUCTION This drawing was prepared under the supervision of Paul Clayton. It is not to be used for regulatory approval, permitting, or construction purposes. ISSUED DATE PROJECT NUMBER 2020-08-20 19043 SCHEMATIC DESIGN - PH. 1 DEMOLITION 1 / D2.10 REMOVE PORTION OF ROOFING & DECK FOR NEW ROOF MONITOR; RE: ARCHITECTURAL 1.1 1.2 1.3 1.4 1.5 O H P 1.6 1.7 1.8 REMOVE STRUC. BEAM; SALVAGE MILLWORK FOR REUSE; RE: STRUCTURAL REMOVE WOOD TRIM; SALVAGE FOR REUSE APPROXIMATE FOOTPRINT OF BUILDING ADDITION; RE: NEW CONSTRUCTION 0 1 . 2 D / 2 3 / D2.10 1.A 1.B 1.C 1.D 1.E 0 1 . 2 D / 4 : : M P 2 2 0 2 5 0 2 0 2 / 2 2 / 9 | e l t t i L & n o t y a l C © S N E D R A G A T S E I F T E E R T S A V O G E S I . E E S S E J 1 0 1 2 2 0 7 8 7 S A X E T , N I T S U A D1.15 PH 1 DINING HALL - DEMO. CEILING PLAN 1 DINING HALL - DEMOLITION CEILING PLAN 1/8" = 1'-0" PROJECT TRUE WOOD FENCE TO REMAIN 2.2 2.3 2.4 2.5 2.6 2.7 2.8 15'-11 7/8" 4" 2.1 T H O T H O 9'-8 1/8" 9'-8 1/8" 4'-8 1/8" 5'-0 1/4" 9'-6 7/8" 10'-1 3/8" 89'-4 1/8" 40'-7 1/2" 1 / D2.20 1 / D2.21 CMU WALL & BRICK COPING TO REMAIN O H T RR RR 4" O H T REMOVE TELECOM, ELECTRICAL, & EXTERIOR CONDUIT; RE: MEP " 4 " 8 / 5 0 - 2 2 ' " 2 / 1 6 - 8 1 ' " 8 / 7 0 - 8 1 ' " 6 - 1 2 ' " 4 2.A WOOD FRAMED STORAGE ROOM TO REMAIN 2.B 2.C . 0 2 2 D / 4 ' " 1 - 8 9 " 4 / 1 3 - 7 1 ' 2.D 2.E REMOVE PORTION OF WOOD-FRAMED STRUCTURE; RE: STRUCTURAL REMOVE STEEL FRAMED STORAGE ROOM 2.F WOOD FENCE TO REMAIN OFFICE OFFICE OFFICE LANDSCAPING, PAVING, & IRRIGATION WITHIN COURTYARD IS TO REMAIN CONCRETE SLAB TO REMAIN OFFICE " 9 - 9 8 ' . 1 2 2 D / 4 . 1 2 2 D / 2 CMU WALLS TO REMAIN OFFICE / IT . 0 2 2 D / 2 REMOVE WALL FOR REPLACEMENT; SHORE ROOF STRUCTURE; RE: STRUCTURAL 446'-1 3/4" 445'-9 1/2" OFFICE 446'-1 7/8" 445'-9 1/2" APPROXIMATE 100' CWQZ SETBACK REMOVE EXTERIOR PLUMBING FIXTURES & PIPES; RE: MEP OFFICE 3 / D2.21 3 / D2.20 REMOVE GATE FOR REPLACEMENT CMU WALL & BRICK COPING TO REMAIN 1 MERCADO - PHASE 1 DEMOLITION FLOOR PLAN 1/8" = 1'-0" PROJECT TRUE : : M P 4 2 0 2 5 0 2 0 2 / 2 2 / 9 | e l t t i L & n o t y a l C © PRELIMINARY NOT FOR CONSTRUCTION This drawing was prepared under the supervision of Paul Clayton. It is not to be used for regulatory approval, permitting, or construction purposes. ISSUED DATE PROJECT NUMBER 2020-08-20 19043 SCHEMATIC DESIGN - PH. 1 DEMOLITION DEMOLITION LEGEND AREA NOT IN SCOPE, UNLESS NOTED OTHERWISE EXISTING CONSTRUCTION TO REMAIN EXISTING CONSTRUCTION TO BE REMOVED GENERAL NOTES 1. ALL INTERIOR MEP TO REMAIN, UNLESS NOTED OTHERWISE; RE: MEP 2. ALL INTERIOR PARTITIONS, DOORS, FINISHES, & CASEWORK ARE TO REMAIN, UNLESS NOTED OTHERWISE 3. ALL EXTERIOR DOORS, WINDOWS, & ASSOCIATED TRIM ARE TO REMAIN, UNLESS NOTED OTHERWISE 4. RE: LANDSCAPE FOR TREE REMOVAL 5. RE: MEP FOR SITE ELECTRICAL REMOVAL 6. ALL MECHANICAL EQUIPMENT IS TO REMAIN, UNLESS NOTED OTHERWISE; RE: MEP FOR MECHANICAL REPAIR 7. PATCH ALL ABANDONED PENETRATIONS; PREPARE FOR NEW FINISH S N E D R A G A T S E I F T E E R T S A V O G E S I . E E S S E J 1 0 1 2 2 0 7 8 7 S A X E T , N I T S U A D1.20 PH 1 MERCADO - DEMO. FLOOR PLAN 2.2 2.3 2.4 2.5 2.6 2.7 2.8 2.1 T H O T H O O H T O H T DEMOLITION LEGEND AREA NOT IN SCOPE, UNLESS NOTED OTHERWISE EXISTING CONSTRUCTION TO REMAIN EXISTING CONSTRUCTION TO BE REMOVED GENERAL NOTES 1. REMOVE METAL PARAPET COPING; PREPARE FOR NEW 2. REMOVE MODIFIED BITUMEN ROOFING TO FACE OF INSULATION AND/OR EXTERIOR SHEATHING 3. REMOVE ALL DOWNSPOUTS. 4. PATCH ALL ABANDONED PENETRATIONS; PREPARE FOR NEW FINISH PRELIMINARY NOT FOR CONSTRUCTION This drawing was prepared under the supervision of Paul Clayton. It is not to be used for regulatory approval, permitting, or construction purposes. ISSUED DATE PROJECT NUMBER 2020-08-20 19043 SCHEMATIC DESIGN - PH. 1 DEMOLITION METAL ROOF TO REMAIN REMOVE PORTION OF WOOD-FRAMED STRUCTURE & METAL ROOF; RE: STRUCTURAL 2.A 2.B 2.C . 0 2 2 D / 4 2.D 2.E " 0 1 - 6 2 ' 2.F E G D R I E G D R I . 0 2 2 D / 2 1/4" / 1'-0" 1/4" / 1'-0" 1/4" / 1'-0" 1/4" / 1'-0" . 1 2 2 D / 4 . 1 2 2 D / 2 1 / D2.20 1 / D2.21 3 / D2.21 3 / D2.20 1 MERCADO - DEMOLITION ROOF PLAN 1/8" = 1'-0" PROJECT TRUE : : M P 6 2 0 2 5 0 2 0 2 / 2 2 / 9 | e l t t i L & n o t y a l C © S N E D R A G A T S E I F T E E R T S A V O G E S I . E E S S E J 1 0 1 2 2 0 7 8 7 S A X E T , N I T S U A D1.21 PH 1 MERCADO - DEMO. ROOF PLAN 2.A 2.B 2.C . 0 2 2 D / 4 2.D 2.E " 0 1 - 6 2 ' 2.F REMOVE PORTION OF WOOD-FRAMED STRUCTURE; RE: STRUCTURAL 2.2 2.3 2.4 2.5 2.6 2.7 2.8 2.1 T H O T H O O H T O H T 1 / D2.20 1 / D2.21 REMOVE EXHAUST FAN, DUCT, & VENT FOR REPLACEMENT; RE: MEP . 0 2 2 D / 2 . 1 2 2 D / 4 . 1 2 2 D / 2 EXPOSED WOOD RAFTERS, TRIM, & WOOD DECK TO REMAIN REMOVE WALL FOR REPLACEMENT; SHORE ROOF STRUCTURE; RE: STRUCTURAL 3 / D2.21 3 / D2.20 1 MERCADO - PHASE 1 DEMOLITION CEILING PLAN 1/8" = 1'-0" PROJECT TRUE : : M P 9 2 0 2 5 0 2 0 2 / 2 2 / 9 | e l t t i L & n o t y a l C © DEMOLITION LEGEND AREA NOT IN SCOPE, UNLESS NOTED OTHERWISE EXISTING CONSTRUCTION TO REMAIN EXISTING CONSTRUCTION TO BE REMOVED GENERAL NOTES 1. REMOVE ALL EXTERIOR LIGHTS; RE: MEP 2. ALL INTERIOR LIGHTS, POWER, & ELECTRICAL SERVICE IS TO REMAIN, UNLESS NOTED OTHERWISE 3. PATCH ALL ABANDONED PENETRATIONS; PREPARE FOR NEW FINISH PRELIMINARY NOT FOR CONSTRUCTION This drawing was prepared under the supervision of Paul Clayton. It is not to be used for regulatory approval, permitting, or construction purposes. ISSUED DATE PROJECT NUMBER 2020-08-20 19043 SCHEMATIC DESIGN - PH. 1 DEMOLITION S N E D R A G A T S E I F T E E R T S A V O G E S I . E E S S E J 1 0 1 2 2 0 7 8 7 S A X E T , N I T S U A D1.25 PH 1 MERCADO - DEMO. CEILING PLAN DEMOLITION LEGEND AREA NOT IN SCOPE, UNLESS NOTED OTHERWISE EXISTING CONSTRUCTION TO REMAIN EXISTING CONSTRUCTION TO BE REMOVED GENERAL NOTES 1. REMOVE ALL WOOD FRAMING & RAILING. 2. RE: LANDSCAPE FOR TREE REMOVAL 3. RE: MEP FOR SITE ELECTRICAL REMOVAL 4. CLEAN EXPOSED CONCRETE & PREPARE FOR NEW FINISH PRELIMINARY NOT FOR CONSTRUCTION This drawing was prepared under the supervision of Paul Clayton. It is not to be used for regulatory approval, permitting, or construction purposes. ISSUED DATE PROJECT NUMBER 2020-08-20 19043 SCHEMATIC DESIGN - PH. 1 DEMOLITION 1 / D2.30 REMOVE CONCRETE RAMP & STAIRS DOWN TO PAVING BELOW REMOVE PORTION OF MASONRY WALL; PREPARE EXPOSED SURFACES FOR NEW FINISH 447'-7 1/4" " 4 - 4 ' 2'-8 1/2" . 0 3 2 D / 2 ± 10'-0" AT BRICK JOINT . 0 3 2 D / 4 ± 5'-0" AT BRICK JOINT 29'-0" 30'-0" 3 / D2.30 " 0 - 3 ' " 0 - 6 1 ' : : M P 9 2 0 2 5 0 2 0 2 / 2 2 / 9 | e l t t i L & n o t y a l C © S N E D R A G A T S E I F T E E R T S A V O G E S I . E E S S E J 1 0 1 2 2 0 7 8 7 S A X E T , N I T S U A D1.30 PH 1 BANDSTAND - DEMO. FLOOR PLAN 1 BANDSTAND - DEMO. FLOOR PLAN 1/4" = 1'-0" PROJECT TRUE DEMOLITION LEGEND AREA NOT IN SCOPE, UNLESS NOTED OTHERWISE EXISTING CONSTRUCTION TO REMAIN EXISTING CONSTRUCTION TO BE REMOVED GENERAL NOTES 1. REMOVE ALL WOOD FRAMING 2. REMOVE POWER AND LIGHTING; RETAIN POWER FOR REPLACEMENT; RE: MEP PRELIMINARY NOT FOR CONSTRUCTION This drawing was prepared under the supervision of Paul Clayton. It is not to be used for regulatory approval, permitting, or construction purposes. ISSUED DATE PROJECT NUMBER 2020-08-20 19043 SCHEMATIC DESIGN - PH. 1 DEMOLITION . 0 3 2 D / 4 . 0 3 2 D / 2 1 / D2.30 3 / D2.30 1 BANDSTAND - DEMOLITION CEILING PLAN 1/4" = 1'-0" PROJECT TRUE S N E D R A G A T S E I F T E E R T S A V O G E S I . E E S S E J 1 0 1 2 2 0 7 8 7 S A X E T , N I T S U A D1.35 PH 1 BANDSTAND - DEMO. CEILING PLAN : : M P 0 3 0 2 5 0 2 0 2 / 2 2 / 9 | e l t t i L & n o t y a l C © 4.1 4.2 4.8 4.9 REMOVE TRENCH DRAIN AND PAVING; RE: CIVIL 4.4 4.3 3 1/2" 4'-2" AISLE 4.5 24'-0" BLEACHER REMOVE CONCRETE STAIRS & STEEL RAILING REMOVE MASONRY WALL 4.6 4.7 AISLE 3 1/2" DN 7 R @ 0' - 7 1/4" 1 / D2.40 449'-3" DN DN 449'-3" DN " 2 / 1 0 - 4 ' " 6 - 4 ' I G N D N A L S D A E R T 4 " 2 / 1 9 - 3 1 ' S D A E R T & S T A E S R E H C A E L B 5 REMOVE PORTION OF WOOD BLEACHERS, AISLES, METAL RAILING, AND ASSOCIATED STEEL FRAMING; RE: STRUCTURAL 8" 16'-8 1/4" 16'-8 1/4" 4'-9" 11'-8 1/2" 11'-8 1/2" 4'-9" 15'-0 1/2" 15'-0 1/2" 6 1/2" 436'-3" 436'-3" 97'-7" 4 / D2.40 APPROXIAMTE SHORELINE 1 GRANDSTAND - DEMO. FLOOR PLAN 1/4" = 1'-0" PROJECT TRUE . 0 4 2 D / 3 " 4 / 1 3 - 5 ' " 8 / 5 7 - 3 1 ' " 2 / 1 6 - 1 1 ' " 4 / 1 3 " 4 / 1 R @ 0' - 7" 9 - 3 ' 7 DN : : M P 1 3 0 2 5 0 2 0 2 / 2 2 / 9 | e l t t i L & n o t y a l C © DEMOLITION LEGEND AREA NOT IN SCOPE, UNLESS NOTED OTHERWISE EXISTING CONSTRUCTION TO REMAIN EXISTING CONSTRUCTION TO BE REMOVED GENERAL NOTES 1. REMOVE RUST FROM ALL STEEL SURFACES; PREPARE FOR NEW FINISH. 2. REMOVE PAINT FROM ALL WOOD SURFACES TO REMAIN; PREPARE FOR NEW FINISH. 3. REPAIR AND/OR REPLACE DAMAGED WOOD. 4. RE: LANDSCAPE FOR TREE REMOVAL 5. RE: MEP FOR SITE ELECTRICAL REMOVAL PRELIMINARY NOT FOR CONSTRUCTION This drawing was prepared under the supervision of Paul Clayton. It is not to be used for regulatory approval, permitting, or construction purposes. ISSUED DATE PROJECT NUMBER 2020-08-20 19043 SCHEMATIC DESIGN - PH. 1 DEMOLITION CONCRETE PIERS (DASHED BELOW) & STEEL COLUMNS ALONG GRID TO REMAIN 4.A . 0 4 2 D / 2 4.B CONCRETE PIERS (DASHED BELOW) ALONG GRID TO REMAIN, TYP 4.C 7 R @ 0' - 7" DN S N E D R A G A T S E I F T E E R T S A V O G E S I . E E S S E J 1 0 1 2 2 0 7 8 7 S A X E T , N I T S U A D1.40 PH 1 GRANDSTAND - DEMO. FLOOR PLAN 4.1 4.2 4.3 4.4 4.5 4.6 4.7 4.8 4.9 1 / D2.40 REMOVE GUTTER FOR REPLACEMENT WOOD STRUCTURE TO REMAIN DEMOLITION LEGEND AREA NOT IN SCOPE, UNLESS NOTED OTHERWISE EXISTING CONSTRUCTION TO REMAIN EXISTING CONSTRUCTION TO BE REMOVED GENERAL NOTES 1. REMOVE ALL LIGHTS; RE: MEP. 2. REMOVE METAL ROOFING FOR REPLACEMENT 3. REPAIR AND/OR REPLACE DAMAGED WOOD 4. REMOVE RUST FROM ALL STEEL SURFACES; PREPARE FOR NEW FINISH. PRELIMINARY NOT FOR CONSTRUCTION This drawing was prepared under the supervision of Paul Clayton. It is not to be used for regulatory approval, permitting, or construction purposes. ISSUED DATE PROJECT NUMBER 2020-08-20 19043 SCHEMATIC DESIGN - PH. 1 DEMOLITION " ' 0 - 1 / " 4 / 3 1 ALL STEEL STRUCTURE TO REMAIN " 8 / 5 0 - 5 ' " 8 / 5 5 - 2 ' 4.A . 0 4 2 D / 2 4.B 4.C 4 / D2.40 1 GRANDSTAND - DEMOLITION CEILING PLAN 1/4" = 1'-0" PROJECT TRUE S N E D R A G A T S E I F T E E R T S A V O G E S I . E E S S E J 1 0 1 2 2 0 7 8 7 S A X E T , N I T S U A D1.45 PH 1 GRANDSTAND - DEMO. CEILING PLAN . 0 4 2 D / 3 : : M P 2 3 0 2 5 0 2 0 2 / 2 2 / 9 | e l t t i L & n o t y a l C © 1.A 1.B 1.C 1.D 1.E REMOVE SHEET METAL CASING & WOOD VIGAS AND FOR REPLACEMENT REMOVE WOOD TRIM TO FACE OF FRAMING REMOVE EXTERIOR LIGHT FIXTURES, TYP. REMOVE SHEET METAL CASING & WOOD VIGAS BACK TO PLATE, UNLESS NOTED OTHERWISE; RETAIN STRUCTURAL RAFTERS; RE: STRUCTURAL REMOVE EXTERIOR LIGHT FIXTURES, TYP. REMOVE SHEET METAL CASING & WOOD VIGAS 4 DINING HALL - DEMOLITION ELEVATION - WEST 1/4" = 1'-0" 1.1 1.2 1.3 1.4 1.5 1.6 1.7 1.8 6'-2" " 4 / 3 0 1 - 7 ' 1.E 1.D 1.C 1.B 1.A REMOVE DOOR & FRAME, PREPARE FOR LARGER DOOR OPENING 3 DINING HALL - DEMOLITION ELEVATION - SOUTH 1/4" = 1'-0" REMOVE SHEET METAL CASING & WOOD VIGAS AND FOR REPLACEMENT REMOVE PORTION OF WALL FOR NEW OPENINGS; RE: ARCHITECTURAL REMOVE IRRIGATION CONTROLS; PREPARE FOR NEW ELSEWHERE REMOVE WOOD TRIM TO FACE OF FRAMING REMOVE EXTERIOR LIGHT FIXTURES, TYP. " 6 - 7 ' 8'-6" 1.8 1.7 1.6 1.5 1.4 1.3 1.2 1.1 REMOVE VENT; RE: MEP REMOVE EXTERIOR LIGHT FIXTURES, TYP. REMOVE ALL VENT PIPES; RE: MEP 2 DINING HALL - DEMOLITION ELEVATION - EAST 1/4" = 1'-0" . P Y T " 7 - 6 ' . P Y T " 7 - 1 ' 1 DINING HALL - DEMOLITION ELEVATION - NORTH 1/4" = 1'-0" PRELIMINARY NOT FOR CONSTRUCTION This drawing was prepared under the supervision of Paul Clayton. It is not to be used for regulatory approval, permitting, or construction purposes. ISSUED DATE PROJECT NUMBER 2020-08-20 19043 SCHEMATIC DESIGN - PH. 1 DEMOLITION GENERAL NOTES 1. REMOVE PAINT FROM ALL STUCCO SURFACES; PREPARE FOR NEW 2. REMOVE ALL SHUTTERS 3. PATCH ALL ABANDONED PENETRATIONS; PREPARE FOR NEW FINISH DINING HALL T.O. PLATE 455' - 7 1/4" DINING HALL T.O. SLAB 445' - 9 3/4" DINING HALL T.O. PLATE 455' - 7 1/4" REMOVE WOOD TRIM TO FACE OF FRAMING DINING HALL T.O. SLAB 445' - 9 3/4" DINING HALL T.O. PLATE 455' - 7 1/4" DINING HALL T.O. SLAB 445' - 9 3/4" DINING HALL T.O. PLATE 455' - 7 1/4" DINING HALL T.O. SLAB 445' - 9 3/4" S N E D R A G A T S E I F T E E R T S A V O G E S I . E E S S E J 1 0 1 2 2 0 7 8 7 S A X E T , N I T S U A D2.10 PH 1 DINING HALL - DEMO. ELEVATIONS : : M P 4 3 0 2 5 0 2 0 2 / 2 2 / 9 | e l t t i L & n o t y a l C © 2.A 2.B 2.C 2.D 2.E WOOD FRAMED STORAGE ROOM TO REMAIN REMOVE EXTERIOR LIGHT FIXTURES, TYP. REMOVE PORTION OF WOOD-FRAMED STRUCTURE; RE: STRUCTURAL REMOVE STEEL FRAMED STORAGE ROOM 2.F REMOVE PORTION OF WOOD-FRAMED STRUCTURE; RE: STRUCTURAL WOOD FENCE TO REMAIN 2.1 2.2 2.3 2.4 2.5 2.6 2.7 2.8 REMOVE PIPE FOR REPLACEMENT; RE: MEP REMOVE EXTERIOR LIGHT FIXTURES, TYP. 4 MERCADO - DEMOLITION ELEVATION - WEST 1/4" = 1'-0" EXISTING CONDENSER TO REMAIN 2.F 2.E 2.C 2.B 2.A REMOVE CONDUCTOR HEAD & DOWNSPOUT, TYP. RE: MEP 2.D REMOVE EXTERIOR LIGHT FIXTURES, TYP. 3 MERCADO - DEMOLITION ELEVATION - SOUTH 1/4" = 1'-0" REMOVE ALL WOOD VIGAS FOR REPLACEMENT : : M P 9 3 0 2 5 0 2 0 2 / 2 2 / 9 | e l t t i L & n o t y a l C © 2.8 2.7 2.6 2.5 2.4 2.3 2.2 2.1 REMOVE CONDUCTOR HEAD & DOWNSPOUT, TYP: RE: MEP REMOVE EXTERIOR LIGHT FIXTURES, TYP. 2 MERCADO - DEMOLITION ELEVATION - EAST 1/4" = 1'-0" REMOVE ALL WOOD VIGAS FOR REPLACEMENT REMOVE EXTERIOR TELECOM FOR REPLACEMENT; RE: MEP EXISTING VENT TO REMAIN EXISTING CONDENSER TO REMAIN EXISTING VENTS TO REMAIN EXISTING CONDENSER TO REMAIN EXISTING GAS METER TO REMAIN EXISTING HOSE BIBB TO REMAIN; REMOVE SPRAY FOAM AND PREP FOR REUSE REMOVE EXTERIOR ELECTRICAL FOR REPLACEMENT; RE: MEP 1 MERCADO - DEMOLITION ELEVATION - NORTH 1/4" = 1'-0" GENERAL NOTES 1. REMOVE PAINT FROM ALL STUCCO SURFACES; PREPARE FOR NEW 2. REMOVE ALL WOOD VIGAS & SHEET METAL CASING FOR REPLACEMENT 3. PATCH ALL ABANDONED PENETRATIONS; PREPARE FOR NEW FINISH 4. CLEAN ALL EXPOSED MASONRY & MORTAR JOINTS MERCADO T.O. PARAPET 458' - 3 1/4" MERCADO T.O. PLATE 455' - 3 3/4" PRELIMINARY NOT FOR CONSTRUCTION This drawing was prepared under the supervision of Paul Clayton. It is not to be used for regulatory approval, permitting, or construction purposes. ISSUED DATE PROJECT NUMBER 2020-08-20 19043 SCHEMATIC DESIGN - PH. 1 DEMOLITION " 2 / 1 1 1 - 2 ' " 2 / 1 2 - 9 ' " 2 / 1 2 - 9 ' " 2 / 1 2 - 9 ' " 2 / 1 2 - 9 ' MERCADO T.O. INT. SLAB 446' - 1 1/4" MERCADO T.O. PARAPET 458' - 3 1/4" " 2 / 1 1 1 - 2 ' MERCADO T.O. PLATE 455' - 3 3/4" MERCADO T.O. INT. SLAB 446' - 1 1/4" MERCADO T.O. PARAPET 458' - 3 1/4" " 2 / 1 1 1 - 2 MERCADO T.O. PLATE 455' - 3 3/4" ' MERCADO T.O. INT. SLAB 446' - 1 1/4" MERCADO T.O. PARAPET 458' - 3 1/4" " 2 / 1 1 1 - 2 MERCADO T.O. PLATE 455' - 3 3/4" ' MERCADO T.O. INT. SLAB 446' - 1 1/4" S N E D R A G A T S E I F T E E R T S A V O G E S I . E E S S E J 1 0 1 2 2 0 7 8 7 S A X E T , N I T S U A D2.20 PH 1 MERCADO - DEMO. ELEVATIONS 2.F 2.E REMOVE CONDUCTOR HEAD & DOWNSPOUT, TYP. RE: MEP 2.D 2.C REMOVE WALL FOR REPLACEMENT; SHORE ROOF STRUCTURE; RE: STRUCTURAL 2.B REMOVE EXTERIOR LIGHT FIXTURES, TYP. EXHAUST VENT TO REMAIN 2.A EXISTING DOOR & WINDOW TRIM TO REMAIN, TYP. 4 MERCADO - DEMOLITION ELEVATION - COURTYARD WEST 1/4" = 1'-0" 2.6 2.5 2.4 2.3 2.A 2.B 2.C 2.D 2.E 2.F EXHAUST VENT TO REMAIN REMOVE EXTERIOR LIGHT FIXTURES, TYP. REMOVE CONDUCTOR HEAD & DOWNSPOUT, TYP. RE: MEP 3 MERCADO - DEMOLITION ELEVATION - COURTYARD SOUTH 1/4" = 1'-0" : : M P 4 4 0 2 5 0 2 0 2 / 2 2 / 9 | e l t t i L & n o t y a l C © EXISTING DOOR & WINDOW TRIM TO REMAIN, TYP. 2.3 2.4 2.5 2.6 2 MERCADO - DEMOLITION ELEVATION - COURTYARD EAST 1/4" = 1'-0" 1 MERCADO - DEMOLITION ELEVATION - COURTYARD NORTH 1/4" = 1'-0" GENERAL NOTES 1. REMOVE PAINT FROM ALL STUCCO SURFACES; PREPARE FOR NEW 2. REMOVE ALL WOOD VIGAS & SHEET METAL CASING FOR REPLACEMENT 3. PATCH ALL ABANDONED PENETRATIONS; PREPARE FOR NEW FINISH 4. CLEAN ALL EXPOSED MASONRY & MORTAR JOINTS MERCADO T.O. PARAPET 458' - 3 1/4" MERCADO T.O. PLATE 455' - 3 3/4" " 2 / 1 1 1 - 2 ' " 2 / 1 2 - 9 ' MERCADO T.O. INT. SLAB 446' - 1 1/4" PRELIMINARY NOT FOR CONSTRUCTION This drawing was prepared under the supervision of Paul Clayton. It is not to be used for regulatory approval, permitting, or construction purposes. ISSUED DATE PROJECT NUMBER 2020-08-20 19043 SCHEMATIC DESIGN - PH. 1 DEMOLITION " 2 / 1 1 1 - 2 ' " 2 / 1 2 - 9 ' MERCADO T.O. PARAPET 458' - 3 1/4" MERCADO T.O. PLATE 455' - 3 3/4" MERCADO T.O. INT. SLAB 446' - 1 1/4" MERCADO T.O. PARAPET 458' - 3 1/4" MERCADO T.O. PLATE 455' - 3 3/4" MERCADO T.O. INT. SLAB 446' - 1 1/4" MERCADO T.O. PARAPET 458' - 3 1/4" MERCADO T.O. PLATE 455' - 3 3/4" MERCADO T.O. INT. SLAB 446' - 1 1/4" S N E D R A G A T S E I F T E E R T S A V O G E S I . E E S S E J 1 0 1 2 2 0 7 8 7 S A X E T , N I T S U A D2.21 PH 1 MERCADO - DEMO. ELEVATIONS BANDSTAND T.O. FRAME 457' - 5 1/2" BANDSTAND T.O. SLAB 447' - 7 1/4" BANDSTAND T.O. FRAME 457' - 5 1/2" BANDSTAND T.O. SLAB 447' - 7 1/4" " 4 / 1 0 1 - 9 ' " 4 / 1 0 1 - 9 ' 4 BANDSTAND - DEMOLITION ELEVATION - WEST 1/4" = 1'-0" 3 BANDSTAND - DEMOLITION ELEVATION - SOUTH 1/4" = 1'-0" : : M P 5 4 0 2 5 0 2 0 2 / 2 2 / 9 | e l t t i L & n o t y a l C © 2 BANDSTAND - DEMOLITION ELEVATION - EAST 1/4" = 1'-0" 1 BANDSTAND - DEMOLITION ELEVATION - NORTH 1/4" = 1'-0" GENERAL NOTES 1. REMOVE PAINT FROM FACE OF CONCRETE SLAB; RETAIN PARGE COAT. PRELIMINARY NOT FOR CONSTRUCTION This drawing was prepared under the supervision of Paul Clayton. It is not to be used for regulatory approval, permitting, or construction purposes. ISSUED DATE PROJECT NUMBER 2020-08-20 19043 SCHEMATIC DESIGN - PH. 1 DEMOLITION BANDSTAND T.O. FRAME 457' - 5 1/2" BANDSTAND T.O. SLAB 447' - 7 1/4" BANDSTAND T.O. FRAME 457' - 5 1/2" BANDSTAND T.O. SLAB 447' - 7 1/4" " 4 / 1 0 1 - 9 ' " 4 / 1 0 1 - 9 ' S N E D R A G A T S E I F T E E R T S A V O G E S I . E E S S E J 1 0 1 2 2 0 7 8 7 S A X E T , N I T S U A D2.30 PH 1 BANDSTAND - DEMO. ELEVATIONS 4.1 4.2 4.3 4.4 4.5 4.6 4.7 4.8 4.9 4.A 4.B 4.C 4.C 4.B 4.A 1 3 / 4 " / 1 ' - 0 " 1 3/4" / 1'-0" REMOVE PORTION OF WOOD BLEACHERS, AISLES, METAL RAILING, AND ASSOCIATED STEEL FRAMING; RE: STRUCTURAL 4 GRANDSTAND - DEMOLITION ELEVATION - SOUTH 1/4" = 1'-0" APPROX. WATER LEVEL 428' - 9 5/8" REMOVE METAL SIDING & WOOD COPING; RETAIN STEEL RAILING REMOVE METAL SIDING & WOOD COPING; RETAIN STEEL RAILING 3 GRANDSTAND - DEMOLITION ELEVATION - WEST 1/4" = 1'-0" 2 GRANDSTAND - DEMOLITION ELEVATION - EAST 1/4" = 1'-0" 4.9 4.8 4.7 4.6 4.5 4.4 4.3 4.2 4.1 GRANDSTAND T.O. STEEL 457' - 0" GRANDSTAND TOP LANDING 449' - 3" GRANDSTAND TOP GRADE 445' - 0" " 9 - 7 ' " 3 - 4 ' " 9 - 8 ' GRANDSTAND BOTTOM LANDING 436' - 3" REMOVE METAL SIDING & WOOD COPING REMOVE MASONRY WALL REMOVE CONCRETE STAIRS & STEEL RAILING 1 GRANDSTAND - DEMOLITION ELEVATION - NORTH 1/4" = 1'-0" : : M P 8 4 0 2 5 0 2 0 2 / 2 2 / 9 | e l t t i L & n o t y a l C © " 9 - 7 ' " 3 - 4 ' " 9 - 8 ' " 8 / 3 5 - 7 ' " 9 - 7 ' " 3 - 4 ' " 9 - 8 ' GRANDSTAND T.O. STEEL 457' - 0" GRANDSTAND TOP LANDING 449' - 3" GRANDSTAND TOP GRADE 445' - 0" GRANDSTAND BOTTOM LANDING 436' - 3" GRANDSTAND T.O. STEEL 457' - 0" GRANDSTAND TOP LANDING 449' - 3" GRANDSTAND TOP GRADE 445' - 0" GRANDSTAND BOTTOM LANDING 436' - 3" GRANDSTAND T.O. STEEL 457' - 0" " 9 - 7 ' " 3 - 4 ' GRANDSTAND TOP LANDING 449' - 3" GRANDSTAND TOP GRADE 445' - 0" GENERAL NOTES 1. REMOVE RUST FROM ALL STEEL SURFACES; PREPARE FOR NEW FINISH. 2. REMOVE PAINT FROM ALL WOOD SURFACES TO REMAIN; PREPARE FOR NEW FINISH. PRELIMINARY NOT FOR CONSTRUCTION This drawing was prepared under the supervision of Paul Clayton. It is not to be used for regulatory approval, permitting, or construction purposes. ISSUED DATE PROJECT NUMBER 2020-08-20 19043 SCHEMATIC DESIGN - PH. 1 DEMOLITION S N E D R A G A T S E I F T E E R T S A V O G E S I . E E S S E J 1 0 1 2 2 0 7 8 7 S A X E T , N I T S U A D2.40 PH 1 GRANDSTAND - DEMO. ELEVATIONS