Bid_Documents_-_Drawings.pdf

PDF 5 MB Posted Sep 18, 2026

Attached to: CDBG-DR New Century Community Shelter Project, (HS020), Phase 1 - Selective Demolition
Solicitation number: PD 25-26.095
Issued by: Escambia County, Florida

About this file

Written by GovTribe AI · Sep 29, 2026

This is a set of architectural bid documents and drawings for the Century Community Shelter Project Phase 1 - Selective Demolition, a CDBG-DR funded project located at 720 E Hecker Road, Century, Florida 32535. The project involves selective demolition and site preparation work, with Phase 1 consisting of the demolition of designated building components while preserving the central gymnasium structure. Key demolition scope includes removal of the East and West wings of the building in their entirety (including roof systems, wall systems, ceilings, interior components, building systems, structural systems, foundations, and floor slabs), demolition of an existing storage building and canopy structure, removal of existing grandstands and pressbox, removal of existing bleachers and gymnasium hardwood flooring system, removal of all mechanical units and associated components, removal of surface-mounted electrical and fire alarm systems, removal of basketball goals and backstops, and removal of existing pavement. The contractor must mechanically scrape and clean existing paint from interior concrete masonry unit wall surfaces and coordinate removal of two natural gas meters with the Town of Century Natural Gas Utility. Critical requirements include maintaining the structural integrity and weather-tightness of the existing gymnasium throughout demolition, providing temporary weather protection where the East and West wing demolition exposes the gymnasium to exterior conditions, hand excavation or controlled removal methods adjacent to existing gymnasium foundations to avoid undermining or compromising footings, coordination with utility service providers for de-energization of electrical service through Florida Power and Light, capping and marking of sanitary sewer and water services, and locating and protecting an existing monitoring well throughout demolition activities.

The contractor bears full responsibility for field verification of existing conditions prior to bidding, compliance with all current codes and regulations including OSHA standards, obtaining all necessary permits and inspections, coordination with multiple service providers, proper disposal of all hazardous materials identified in the Hazardous Materials Survey Report (UES Project Number A25144.00721.000, dated September 12, 2025), removal and disposal of demolished materials in compliance with all applicable laws and regulations, and protection and repair of all existing construction elements designated to remain. The contract documents include comprehensive demolition notes, erosion control requirements in accordance with the Florida Stormwater, Erosion, and Sedimentation Inspector's Manual, detailed demolition floor plans and exterior elevations, wall sections and details, and existing condition photographs. All work is subject to approval by the Architect, with the contractor responsible for immediately notifying the Architect of any discrepancies, concealed conditions, or unforeseen circumstances that may affect existing construction to remain. Phase II construction of the new Century Community Shelter will be procured under a separate solicitation following completion and acceptance of Phase I demolition work.

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Other files

File	Type	Posted
CDBG-DR_New_Century_Community_Shelter_Project,_(HS020),_Phase_1_-_Selective_Demolition_(Addendum_#4_Revision).pdf	PDF	Oct 20, 2026
CDBG-DR_New_Century_Community_Shelter_Project,_(HS020),_Phase_1_-_Selective_Demolition_(Addendum_#1_Revision).pdf	PDF	Oct 2, 2026
Haz_Mat_Report_-_PSC_Century_Gym_(9-12-2025).pdf	PDF	Oct 2, 2026
CDBG-DR_New_Century_Community_Shelter_Project,_(HS020),_Phase_1_-_Selective_Demolition.pdf	PDF	Sep 21, 2026
Century_Community_Shelter_-_Boundary_and_Topographic_Survey.pdf	PDF	Sep 18, 2026
Bid_Documents_-_Project_Specifications.pdf	PDF	Sep 18, 2026
G_-_HS020_Executed_Agreement_Redacted.pdf	PDF	Sep 18, 2026
C_-_Section-3-project-implementation-plan-template---forms-0-8.pdf	PDF	Sep 18, 2026
D_-_Escambia_County_Section_3_Business_Application_CDBG-DR.pdf	PDF	Sep 18, 2026
Highway_Construction_Wage_Determination_8.13.26.pdf	PDF	Sep 18, 2026
Building_Construction_Wage_Determination_5.18.26.pdf	PDF	Aug 14, 2026
Escambia_County_Section_3_Contract_Clause_CDBG-DR.pdf	PDF	Aug 13, 2026
Exhibit.FederalContractProvisions.HUD_with_signature_5.6.26.pdf	PDF	Aug 13, 2026

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DRAWING INDEX

SHEET NO. SHEET NAME

00 TITLE

T01.00 TITLE SHEET & DRAWING INDEX

T02.00 GENERAL WORK NOTES, ABBREVIATIONS & SYMBOLS

05 ARCH. DEMOLITION

AD0.00 DEMOLITION NOTES

AD1.00 EROSION CONTROL PLAN

AD1.01 DEMOLITION SITE PLAN

AD2.00 DEMOLITION FLOOR PLAN

AD4.00 DEMOLITION EXTERIOR ELEVATIONS

AD4.01 DEMOLITION EXTERIOR ELEVATIONS

AD5.00 DEMOLITION WALL SECTIONS AND DETAILS

AD6.00 EXISTNG PHOTOGRAPHS

AD6.01 EXISTNG PHOTOGRAPHS

AD6.02 EXISTNG PHOTOGRAPHS

Sheet Number

Project Title

Job Number

Date

Drawn By

Checked By

Sheet Title

T01.00

TITLE SHEET & DRAWING

INDEX

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Century Community Shelter - Selective Demolition

ARCHITECTURAL

SEAY SEAY & LITCHFIELD, P.C.

3 WEST GARDEN STREET

SUITE 354

PENSACOLA, FLORIDA 32502

P: (850) 353-9936

720 E Hecker Rd, Century, FL 32535

DISCLAIMER: THE IMAGE ABOVE IS FOR ILLUSTRATION PURPOSES ONLY AND NOT FOR CONSTRUCTION NOR IS IT INTENDED TO BE AN ACCURATE REPRESENTATION OF THE CONSTRUCTION DOCUMENTS.

Rev. Description Date

202A

A101

1 Ref

Re f

1 Ref

Re f

A101

Ref

1Re f 1 Re f

Ref

ROOM NAME

150 SF

BUILDING ELEVATION TAG

INTERIOR ELEVATION TAG

BUILDING SECTION TAG

WALL SECTION TAG

DETAIL TAG

GENERAL SYMBOL LEGEND:

ROOM TAG

ADA APPROVED TURNING SPACE

SPOT ELEVATION

DOOR TAG (SEE DOOR SCHEDULE)

WALL/STOREFRONT/WINDOW TAG

(SEE OPENING SCHEDULE)

REVISION TAG (SEE REVISION SCHEDULE)

1 SPECIFIC NOTE TAG

MD5.55

SIM

MD5.55

SIM

MD5.55

SIM

ESF-10

Sheet Number

Project Title

Job Number

Date

Drawn By

Checked By

Sheet Title

T02.00

GENERAL WORK NOTES,

ABBREVIATIONS &

SYMBOLS

26081

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ACT Acoustical Ceiling Tile A/C Air Conditioning AB Anchor Bolt ADA American Disabilities Act AFF Above Finish Floor BM Beam BRG Bearing BRK Brick CFCI Contractor Furnished Contractor Installed CIP Cast In Place CJ Control Joint CL Column Line CLG Ceiling CLR Clear CMU Concrete Masonry Unit COL Column CONC Concrete CONT Continuous CONTR Contractor COORD Coordination CORR Corridor CT Ceramic Tile CTR Center DBL Double DET Detail DIA Diameter DR Drain DN Down DS Downspout DW Dishwasher DWG Drawing DWR Drawer EA Each EF Exhaust Fan EJ Expansion Joint EL Elevation ELEC Electrical EQ Equal EX Existing EXT Exterior FF Finish Floor FIN Finish FL Floor Line FlSNG Flashing FTG Footing GA Gauge GFRC Glass Fiber Reinforced Concrete

GWB GWB

HT Height HM Hollow Metal HOR Horizontal HR Handrail HTR Heater HVAC Heating, Ventilation & Air Conditioning HxWxL Height, width, length IN Inches INSUL Insulation INT Interior

JST Joist JT Joint LAM Laminate LAV Lavatory LVR Louver MIN Minimum MAX Maximum MECH Mechanical MET Metal MFR Manufacturer MH Man Hole MIN Minimum MISC Miscellaneous MLDG Moulding MO Masonry Opening MTD Mounted MW Microwave NIC Not In Contract NO Number NOM Nominal NTS Not to Scale OC On Center OFCI Owner Furnished Contractor Installed OFOI Owner Furnished Owner Installed OPP Opposite P Paint PL Plate / Property Line PL LAM Plastic Laminate PLYWD Plywood PNL Panel PT Pressure Treated R Radius / Riser RB Rubber Base REFR Refrigerator REINF Reinforce (D) REV Revised RM Room SCHED Schedule SECT Section SHT Sheet SHW Single Hung Window SIM Similar SPECS Specifications SQ Square SS Sanitary Sewer STD Standard SVT Solid Vinyl Tile STL Steel T Tile T&G Tongue & Groove TYP Typical UNO Unless Noted Otherwise VERT Vertical VTR Vent Thru Roof VWC Vinyl Wall Covering WD Wood WWM Welded Wire Mesh WWF Welded Wire Fabric YP Yellow Pine

TYPICAL ABBREVIATION LEGEND:GENERAL PROJECT NOTES:

GENERAL NOTES APPLY TO THE ENTIRE PROJECT. SPECIFIC NOTES APPLY TO ISOLATED WORK AREAS AND ARE FOR THE CONVENIENCE OF THE CONTRACTOR. HOWEVER, ALL ISOLATED WORK AREAS ARE NOT NOTED. SHOULD A CONDITION OCCUR THAT IS NOT SPECIFICALLY NOTED, THE CONTRACTOR SHALL PROCEED WITH WORK PER GENERAL DEMOLITION NOTES OR A SPECIFIC WORK NOTE(S) USED IN OTHER SIMILAR CONDITIONS, WHICHEVER IS MORE STRINGENT, PER APPROVAL OF ARCHITECT.

CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY CONDITIONS

CONTRACTOR TO VISIT SITE AND TO BECOME TOTALLY FAMILIAR WITH EXTENT OF WORK REQUIRED PRIOR TO BID.

CONTRACTOR TO VERIFY DIMENSIONS OF INTERIOR PARTITION WALLS. IF DISCREPANCY OCCURS, NOTIFY ARCHITECT PRIOR TO

FRAMING.

CONTRACTOR TO VERIFY ALL FINISHED DIMENSIONS BEFORE INSTALLATION OF CABINET WORK AND TRIMWORK.

DIMENSIONS OF EXISTING STRUCTURES ARE ONLY FOR THE CONVENIENCE OF THE CONTRACTOR, VERIFY ALL EXISTING CONDITIONS. LOCATION OF WALLS SHALL BE AS SHOWN ON PLAN RELATIVE TO EXISTING CONDITIONS.

CONTRACTOR TO VERIFY ALL DIMENSIONS AND FIELD CONDITIONS WITH THE DRAWINGS, IN PARTICULAR: WALL DIMENSIONS, INCOMING UTILITIES, ETC. REPORT IMMEDIATELY TO THE ARCHITECT ANY VARIANCES OR FIELD CONDITIONS THAT MAY CAUSE

CONSTRUCTION PROBLEMS PRIOR TO COMMENCING WORK.

CONTRACTOR'S RESPONSIBILITY TO COMPLY WITH CURRENT GOVERNING CODES/AUTHORITIES:

ALL WORK SHALL BE IN ACCORDANCE WITH ALL CURRENT CODES, LAWS, AND ORDINANCES. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS, INSPECTIONS, AND CERTIFICATES REQUIRED BY GOVERNING ENTITIES.

CONTRACTOR TO CONFIRM ALL OSHA AND APPLICABLE STANDARDS TO ASSURE SAFETY OF ALL PERSONS ON SITE

DURING ENTIRE COURSE OF CONSTRUCTION.

NEITHER THE ARCHITECT, NOR THE OWNER SHALL BE RESPONSIBLE FOR JOB SAFETY. EACH TRADE CONTRACTOR SHALL BE RESPONSIBLE FOR JOB SITE SAFETY AND SAFETY OF THE PUBLIC DURING CONSTRUCTION AND SHALL PROVIDE

APPROPRIATE WARNINGS, BARRICADES, ETC. AS REQUIRED PER CODES.

PROMPTLY NOTIFY THE ARCHITECT IN WRITING IF ANY CONTRACT DOCUMENTS ARE FOUND TO BE IN VARIANCE WITH THE APPLICABLE LAWS AND ORDINANCES. NECESSARY CHANGES WILL BE MADE BY APPROPRIATE MODIFICATIONS.

IF ANY WORK IS PERFORMED KNOWING IT TO BE CONTRARY TO SUCH CODES, LAWS, ORDINANCES, RULES AND REGULATIONS, AND WITHOUT NOTICE TO THE ARCHITECT, THAT TRADE CONTRACTOR ASSUMES FULL RESPONSIBILITY AND BEARS COSTS ATTRIBUTED TO BRING WORK TO COMPLIANCE OF SUCH CODES, LAWS, ORDINANCES, AND RULES AND

REGULATIONS.

MISCELLANEOUS GENERAL PROVISIONS:

CONTRACTOR TO NOTIFY ARCHITECT IMMEDIATELY IF THERE ARE ANY DISCREPANCIES WITH TAGGED DETAILS, ENLARGED PLANS, ELEVATIONS, ETC.

10.

DOCUMENTATION CONTAINED IN THESE CONSTRUCTION DOCUMENTS OF EXISTING CONDITIONS ARE GENERAL AND APPROXIMATE.

GENERAL CONTRACTOR IS STRONGLY RECOMMENDED TO VISIT THE FACILITY PRIOR TO BID TO BECOME TOTALLY FAMILIAR WITH THE QUANTITY AND SCOPE OF THE WORK. THE GENERAL NOTES SHOWN LISTED ON THIS PAGE SHALL APPLY TO ALL SHEETS.

SPECIFIC NOTES ARE SHOWN ON INDIVIDUAL SHEETS AND PERTAIN ONLY TO THAT PARTICULAR SHEET.

CONTRACTOR SHALL BE RESPONSIBLE FOR AND MAKE REPAIR TO ANY AND ALL DAMAGE TO "EXISTING TO REMAIN" EQUIPMENT, FIXTURES, WALLS, FLOORS, DOORS, WINDOWS, HARDWARE, TRIM, OR ANY OTHER BUILDING ELEMENT THAT MAY OCCUR DURING THE DEMOLITION AND/OR CONSTRUCTION PHASES. ALL REPAIRS SHALL BE MADE PRIOR TO SUBSTANTIAL COMPLETION.

CONTRACTOR TO VERIFY ALL LOAD BEARING CONDITIONS AND PROVIDE SHORING AS REQUIRED IN ALL AFFECTED AREAS PRIOR TO

AND DURING DEMOLITION AND/OR CONSTRUCTION.

CONTRACTOR SHALL ASSUME THAT ANY AND ALL CONCRETE/MASONRY INDICATED TO BE REMOVED IS REINFORCED.

WHERE REQUIRED, ALL ACOUSTICAL CEILING TILES SHALL BE DEMOLISHED IN THEIR ENTIRETY ALONG WITH ASSOCIATED GRIDS, HANGERS, FASTENERS, CLIPS, ETC UNLESS OTHERWISE NOTED.

REMOVE ALL MISC. HARDWARE, PANELING, CLIPS, FASTENERS, ETC FROM ANY AND ALL SURFACES TO RECEIVE A NEW FINISH.

PATCH SUBSTRATE BY FILLING, GRINDING AND SANDING SMOOTH WITH ACCEPTABLE CONSTRUCTION INDUSTRY AND CODE COMPLIANT MATERIALS. PREPARE SURFACE FOR ACCEPTANCE OF MANUFACTURER SPECIFIED FINISH AND SURFACE TREATMENT.

INSTALLATION OF FINISH INDICATES ACCEPTANCE OF SUBSTRATE BY APPLICATOR.

CONTRACTOR SHALL LEAVE WORK SITE GENERALLY CLEAN AT THE END OF EACH WORK DAY (ESPECIALLY AROUND THE EXTERIOR

OF THE BUILDING AND WITHIN THE STAGING AREA).

REMOVE ALL EXISTING FINISHES AS REQUIRED IN PREPARATION FOR INSTALLATION OF NEW FINISHES. SEE FINISH SCHEDULE AND

PROJECT SPECIFICATIONS.

ALL EXISTING EXPOSED CONCRETE FLOOR SURFACES SCHEDULED TO REMAIN AS EXPOSED CONCRETE FLOOR SURFACES SHALL BE STRIPPED, SANDED, AND/OR GROUND SMOOTH AS MAY BE REQUIRED FOR INSTALLATION OF NEW CONCRETE SEALER UNLESS SPECIFICALLY NOTED OTHERWISE. STRIP, SAND, AND/OR GRIND AS RECOMMENDED BY MANUFACTURER OF NEW FINISH MATERIAL -

REFER TO FINISH SCHEDULE AND PROJECT SPECIFICATIONS.

PROTECT ALL EXISTING BUILT IN EQUIPMENT AS REQUIRED DURING DEMOLITION AND CONSTRUCTION ACTIVITIES. CONTRACTOR SHALL REPAIR ANY DAMAGE TO EXISTING EQUIPMENT RESULTING FROM CONSTRUCTION ACTIVITIES AT NO COST TO THE OWNER.

VERIFY CONDITIONS OF EXISTING EQUIPMENT WITH OWNER PRIOR TO BEGINNING ON SITE DEMOLITION AND CONSTRUCTION

ACTIVITIES.

GENERAL DEMOLITION NOTES: (CONTINUED)

1. REFER TO THE "HAZARDOUS MATERIALS SURVEY REPORT", UES PROJECT NUMBER

A25144.00721.000, DATED SEPTEMBER 12, 2025 .

HAZARDOUS MATERIAL NOTES:

Sheet Number

Project Title

Job Number

Date

Drawn By

Checked By

Sheet Title

AD0.00

DEMOLITION NOTES

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GENERAL DEMOLITION NOTES:

10.

THE INTENT OF DEMOLITION IS TO ACCOMPLISH ALL WORK NECESSARY TO PROVIDE A FINISHED, COMPLETE BUILDING AS INDICATED IN THE PLANS AND SPECIFICATIONS. THE FOLLOWING GENERAL NOTES ARE APPLICABLE TO ALL DEMOLITION ACTIVITIES REQUIRED BY THE SCOPE OF THE CONTRACT DOCUMENTS.

CONTRACTOR'S RESPONSIBILITY TO VERIFY ACCURACY OF EXISTING CONDITIONS:

DOCUMENTATION CONTAINED IN THESE CONSTRUCTION DOCUMENTS OF EXISTING CONDITIONS MAY NOT BE ENTIRELY ACCURATE. CONTRACTOR IS TO TAKE THE INITIATIVE TO VISIT THE SITE PRIOR TO AND DURING THE PRE-BID MEETING TO VERIFY ACTUAL CONDITIONS, THEREFORE RENDERING THE CONTRACTOR

RESPONSIBLE FOR AN ACCURATE REPRESENTATION OF THE EXISTING CONDITIONS.

CONTRACTOR TO VISIT SITE TO VERIFY EXISTING CONDITIONS AND SHALL BE RESPONSIBLE FOR DETERMINING THE SCOPE OF WORK PRIOR TO DEMOLITION .

EXISTING CONDITIONS SHALL BE THOROUGHLY RESEARCHED PRIOR TO CONSTRUCTION AND ANY DRAWINGS SHALL BE IMMEDIATELY DISCUSSED WITH ARCHITECT PRIOR TO BEGINNING CONSTRUCTION IN THE AFFECTED AREA. CHANGE ORDERS WILL NOT BE APPROVED PRIOR TO WORK TAKING PLACE FOR EXISTING

CONDITIONS READILY APPARENT BY A THOROUGH OBSERVATION.

CONTRACTOR TO VERIFY ALL EXISTING FLOOR ELEVATIONS AND VERIFY WITH PLANS. REPORT ANY DISCREPANCIES WITH ARCHITECT PRIOR TO CONSTRUCTION CONTRACTOR SHALL VERIFY IF THERE ARE EXISTING TILE SETTING BEDS. IN SUCH CASE, CONTRACTOR IS RESPONSIBLE FOR DEMOING EXISTING SETTING BED(S) AND FILL EXISTING DEPRESSED CONCRETE SLAB AREAS WITH MATERIALS CONSISTENT WITH ADJACENT MATERIALS AND FINISHES REQUIRED TO MEET ALL

APPLICABLE CODES.

DIMENSIONS OF EXISTING STRUCTURES ARE ONLY FOR THE CONVENIENCE OF THE CONTRACTOR. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS.

LOCATION OF WALLS SHALL BE AS SHOWN ON PLANS RELATIVE TO EXISTING CONDITIONS.

THE OWNER ASSUMES NO RESPONSIBILITY FOR EXISTING UNKNOWN CONDITIONS. EACH CONTRACTOR SHALL COORDINATE NEW CONSTRUCTION WITH EXISTING

CONSTRUCTION AND INVESTIGATE IN A REASONABLE MANNER REGARDING HIDDEN CONDITIONS.

SAFEGUARDS DURING DEMOLITION:

CONTRACTOR TO MAKE SURE ALL INFRASTRUCTURE (POWER, GAS, WATER, CABLING, ETC...) IS TURNED OFF AND/OR REMOVED PRIOR TO DEMOLITION.

CONTRACTOR TO VERIFY ALL LOAD BEARING CONDITIONS AND PROVIDE SHORING AS REQUIRED IN ALL AFFECTED AREAS PRIOR TO & DURING DEMOLITION AND/OR

CONSTRUCTION.

ALL CURRENT OSHA AND APPLICABLE STANDARDS SHALL BE UPHELD TO ASSURE SAFETY OF ALL PERSONS ON SITE DURING ENTIRE COURSE OF CONSTRUCTION.

CONTRACTOR'S RESPONSIBILITY TO REMOVE ALL ENCUMBRANCES REQUIRED FOR PROPER INSTALLATION OF NEW SYSTEMS:

REMOVAL OF ALL ENCUMBRANCES INCLUDING BUT NOT LIMITED TO DUCTS, PIPING, WIRING, ETC… SHALL BE DONE BY THE CONTRACTOR TO ACHIEVE PLANS AS

SHOWN EVEN IF NOT SHOWN ON DEMOLITION PLANS.

REMOVAL OF ALL ENCUMBRANCES INCLUDING BUT NOT LIMITED TO CONCRETE, WOOD, DUCTS, PIPING, WIRING, SHALL BE DONE BY THE CONTRACTOR TO ACHIEVE

FLOOR PLANS AS SHOWN EVEN IF NOT SHOWN ON DEMOLITION PLANS.

REMOVE ALL CEILINGS AND ITEMS ABOVE CEILINGS THAT ARE NOT REQUIRED IN THE RENOVATED BUILDING AND AS REQUIRED TO INSTALL NEW HVAC, PLUMBING, LIGHTING, ELECTRICAL, ETC. FOR FULLY FUNCTIONING SYSTEMS.

REMOVE ANY UNUSED PENETRATIONS AND INSTALL NEW DECKING/ROOFING OVER ANY OPENINGS

UNLESS NOTED OTHERWISE, CONTRACTOR SHALL REMOVE GYPSUM WALLBOARD AND ANY FURRING STRIPS AND/OR FASTENERS FROM EXTERIOR WALLS TO

PREPARE FOR NEW FINISH.

REMOVE ALL ABANDONED FIXTURES, PIPING, CONDUIT WIRING, INSULATION, EQUIPMENT, STRUCTURAL SUPPORTS, ARCHITECTURAL SYSTEMS., ETC… NO LONGER IN USE OR UNNECESSARY FOR THE RENOVATED PROJECT. PROVIDE PATCHING WITH MATERIALS CONSISTENT WITH ADJACENT MATERIALS AND FINISHES REQUIRED, UNLESS OTHERWISE NOTED, TO MEET ALL APPLICABLE CODES.

REMOVE ALL MISCELLANEOUS HARDWARE, PANELING, CLIPS, FASTENERS, WIRE, CONDUIT, PIPES, ETC… FROM ANY AND ALL SURFACES TO RECEIVE A NEW FINISH.

PATCH SUBSTRATES BY FILLING, GRINDING AND SANDING SMOOTH WITH ACCEPTABLE CONSTRUCTION INDUSTRY AND CODE COMPLIANT MATERIALS. PREPARE SURFACE FOR ACCEPTANCE OF MANUFACTURER SPECIFIED FINISH AND SURFACE TREATMENT. INSTALLATION OF FINISH INDICATES ACCEPTANCE OF SUBSTRATE BY APPLICATOR. WHERE NO NEW FINISHES OCCUR, PATCH EXISTING MATERIALS WITH MATCHING MATERIALS SO THAT PATCH WORK IS NOT VISIBLE.

REMOVE ALL EXISTING ACOUSTICAL TILE, CEILING GRID, HANGERS, AND ASSOCIATED FRAMING UP TO UNDERSIDE OF ROOF.

REMOVE EXISTING FLOORING AS REQUIRED TO INSTALL NEW FLOORING. PROVIDE MANUFACTURE ’S REQUIRED LEVELING MATERIALS PRIOR TO INSTALLING NEW FLOORS. REFER TO SPECIFICATIONS OF FLOORING FOR ADDITIONAL REQUIREMENTS. FIELD TEST EXISTING FLOORING SUBSTRATE AS REQUIRED BY PROJECT SPECIFICATIONS AND/OR FLOORING MANUFACTURER TO ENSURE MOISTURE CONTENT, RELATIVE HUMIDITY, FLOOR FLATNESS, AND OTHER SUBSTRATE CONDITIONS ARE WITHIN ACCEPTABLE RANGES FOR INSTALLATION OF NEW SCHEDULED FLOOR MATERIALS INTENDED TO BE INSTALLED. PROVIDE MANUFACTURER'S WRITTEN ACCEPTANCE OF SUBSTRATE CONDITIONS PRIOR TO PROCEEDING WITH INSTALLATION OF NEW FLOOR SYSTEMS. INSTALLATION OF NEW FLOORING SYSTEMS

INDICATED ACCEPTANCE OF THE SUBSTRATE BY THE CONTRACTOR AND INSTALLER.

THE CONTRACTOR IS ALSO RESPONSIBLE FOR THE REMOVAL OF DEMOLISHED MATERIALS: FOR THE PATCHING OF EXISTING SURFACES, INCLUDING OPENINGS IN FLOORS, WALLS, ETC. TO MATCH UNDISTURBED EXISTING SURFACES, AND FOR LEAVING THE AREA IN A CLEAN CONDITION. REFER TO CONTRACT DOCUMENTS FOR

SPECIFIC FLOOR RELATED DETAILS.

CONTRACTOR'S RESPONSIBILITY TO RETURN THE SITE/STRUCTURE TO PRE-WORK CONDITIONS

CONTRACTOR TO TAKE EXTREME CARE AT EXISTING EXTERIOR FINISHES, INCLUDING BUT NOT LIMITED TO BRICK, METALWORK, WINDOWS, AND DOORS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO REPAIR ANY EXTERIOR FINISHES THAT WERE COMPROMISED DURING THE COURSE OF CONSTRUCTION.

CONTRACTOR TO PROTECT ALL FINISHES TO REMAIN ON INTERIOR OF EXISTING SPACES INCLUDING WALLS, CEILINGS, FLOORS, DOORS, FIXTURES, ETC.

CONTRACTOR'S RESPONSIBILITY REGARDING REMOVAL AND DISPOSAL OF DEMOLISHED MATERIALS:

EACH TRADE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL LAWS, REGULATIONS, AND/OR ORDINANCES REGARDING THE METHOD OF DEMOLITION AND DISPOSAL OF WASTE MATERIALS. THE OWNER ASSUMES NO LIABILITY FOR EXTRA WORK OR ADDITIONAL COMPENSATION DUE TO FAILURE OF THE TRADE CONTRACTOR OR SUBCONTRACTORS TO COMPLY WITH ANY AND ALL SUCH REGULATIONS THAT APPLY.

CONTRACTOR'S RESPONSIBILITY REGARDING HAZARDOUS MATERIALS:

CONTRACTOR SHALL COMPLY WITH ALL SPECIFIED REQUIREMENTS AND GOVERNING CODES/LAWS/REGULATIONS REGARDING REMOVAL AND DISPOSAL OF

HAZARDOUS MATERIALS.

AN HAZARDOUS MATERIALS REPORT HAS BEEN COMPLETED AND PREPARED BY UES. THE RESULTS OF THE REPORT ARE INCLUDED IN THE PROJECT MANUAL FOR

THE CONTRACTOR'S REFERENCE AND USE.

AS PART OF THE BASE BID, THE CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL HAZARDOUS MATERIALS (INCLUDING BUT NOT LIMITED TO ASBESTOS, LEAD BASED PAINTS, AND FLUORESCENT LAMPS AND BALLASTS) IN THE LOCATIONS AND QUANTITIES INCLUDED IN THE PROJECT SPECIFICATIONS.

ADDITIONALLY, THE CONTRACTOR SHALL PROVIDE UNIT PRICES FOR REMOVAL OF HAZARDOUS MATERIALS. THE CONTRACTOR SHALL COORDINATE WITH THE ENVIRONMENTAL ENGINEER TO FIELD VERIFY AND DOCUMENT QUANTITIES OF MATERIALS REMOVED. AFTER COMPLETION OF ABATEMENT AND REMOVAL WORK, THE ACTUAL QUANTITIES OF MATERIALS REMOVED WILL BE VERIFIED AND THE CONTRACT AMOUNT WILL BE MODIFIED (UP OR DOWN) IN ACCORDANCE WITH THE

APPLICABLE UNIT PRICES.

IF HAZARDOUS MATERIALS NOT NOTED IN THE CONTRACT DOCUMENTS ARE ENCOUNTERED, NOTIFY ARCHITECT PRIOR TO PROCEEDING.

ADDITIONAL MISCELLANEOUS PROVISIONS

GENERAL DEMOLITION NOTES APPLY TO THE ENTIRE PROJECT. SPECIFIC NOTES (DESIGNATED) APPLY TO ISOLATED WORK AREAS AND ARE FOR THE CONVENIENCE OF THE CONTRACTOR. HOWEVER, ALL ISOLATED WORK AREAS ARE NOT NOTED. SHOULD A CONDITION OCCUR THAT IS NOT SPECIFICALLY NOTED, THE CONTRACTOR SHALL PROCEED WITH WORK PER GENERAL DEMOLITION NOTES OR A SPECIFIC WORK NOTE(S) USED IN OTHER SIMILAR CONDITIONS, WHICHEVER IS

MORE STRINGENT, PER APPROVAL OF ARCHITECT VIA OWNER.

REFER ALSO TO SELECTED DEMOLITION, SUMMARY OF WORK, ADDITIONAL INSTRUCTIONS TO BIDDERS AND OTHER SPECIFICATION SECTIONS REQUIRED.

REFER TO OTHER DISCIPLINES TO INCLUDE BUT NOT LIMITED TO LANDSCAPE, CIVIL, PLUMBING, MECHANICAL, AND STRUCTURAL FOR ADDITIONAL DEMOLITION AND REPARATION REQUIREMENTS. PATCH ALL LOCATIONS REQUIRED BY PLUMBING, MECHANICAL, AND ELECTRICAL DEMOLITION. MATCH ADJACENT CONDITIONS, UNLESS OTHERWISE NOTED. ALL REQUIRED TRENCHING AND REPLACEMENT OF EXISTING SLABS WILL BE THE RESPONSIBILITY OF THE CONTRACTOR.

DURING ROOFING DEMOLITION PROVIDE TEMPORARY ROOFING AS REQUIRED TO PROTECT BUILDING FROM DAMAGE.

CONTRACTOR TO ASSUME ALL CONCRETE INDICATED TO BE REMOVED IS REINFORCED.

IN LOCATION WHERE THE PLANS CALL FOR THE DEMOLITION OF THE EXISTING EXTERIOR BRICK VENEER, THE CONTRACTOR SHALL DISMANTLE THE BRICK VENEER AND REMOVE ALL MORTAR FOR USE IN OTHER LOCATIONS FOR PATCHING. CONTRACTOR SHALL COORDINATE, WITH ARCHITECT, LOCATIONS WHERE RECYCLED

BRICK ARE TO BE USED FOR PATCHING.

A/C

C on cr et e

D ri ve w ay

C on cr et e

D ri ve w ay

EJB

WATE

GAS

EJB

WATE

ONE STORY

BRICK BUILDING

HECKER ROAD

GAS

PROPERTY LINE

WATER

S S

WATER

EJBEJBEJB

EJB

OHU

PROPERTY LINE

GRANDSTANDS

CONCESSIONS STAND

PROPERTY LINE

SFSF

SFSFSFSFSFSFSFSFSFSF

INLET PROTECTION

CONTROL

OUTLET PROTECTION

CONTROL

INLET PROTECTION

CONTROL

OUTLET PROTECTION

CONTROL

SILTSOXX WITH

SAND BAGS

SILT FENCE

SILT FENCESILT FENCE

SILT FENCE

ONE STORY

BRICK BUILDING

ONE STORY

BRICK BUILDING

S S

FLAG POLE ON

CONC. PAD

POWER POLE

(DEAD)

UTILITY MARK-OUT

(BY OTHERS)

GRASS SWALE

EROSION CONTROL LEGEND:

SILT FENCING

INLET / OUTLET PROTECTION CONTROL

SILTSOXX WITH SANDBAGS

GENERAL EROSION CONTROL NOTES:

ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED AND

MAINTANED IN ACCORANCE WITH THE FLORIDA STORMWATER,

EROSION, AND SEDIMENTATION INSPECTOR'S MANUAL.

THE CONTRACTOR MAY BE RESPONSIBLE FOR FDEP GENERAL OR

INDIVIDUAL PERMIT.

Sheet Number

Project Title

Job Number

Date

Drawn By

Checked By

Sheet Title

AD1.00

EROSION CONTROL PLAN

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Rev. Description Date

3/64" = 1'-0"AD1.00

1 DEMOLITION SITE PLAN Copy 1

A/C

C on cr et e

D ri ve w ay

C on cr et e

D ri ve w ay

EJB

WATE

GAS

EJB

WATE

EXISTING GYM TO REMAIN -

REFER TO DEMOLITION FLOOR

PLAN AND ELEVATIONS FOR

SPECIFIC INTERIOR

DEMOLITION REQUIREMENTS.

EXISTING FENCING BEHIND

GRANDSTANDS TO BE

DEMOLISHED

HECKER ROAD

EXISTING SIGNS TO

BE DEMOLISHED

EXISTING PAVEMENT

TO REMAIN

EXISTING MONITORING WELL

TO REMAIN PROTECTED

THROUGHOUT THE COURSE

OF DEMOLITION.

15 GAS

GAS

EXISTING SANITARY

SEWER MANHOLE TO

REMAIN

PROPERTY LINE

WATER

S S

WATER

EJBEJBEJB

EJB

GRATE

TOP INLET

EJB

FLAG POLE ON

CONC. PAD

EXISTING FENCING

TO REMAIN

EXISTING FENCING

TO REMAIN

OHU

PROPERTY LINE

ONE STORY

BRICK BUILDING

GRANDSTANDS

CONCESSIONS STAND

ONE STORY

BRICK BUILDING

ONE STORY

BRICK BUILDING

S S

POWER POLE

(DEAD)

SPECIFIC DEMOLITION NOTES:

REMOVE EXISTING GYMNASIUM HARDWOOD FLOOR SYSTEM AND ALL ASSOCIATED COMPONENTS

DOWN TO CONCRETE SLAB IN PREPARATION FOR NEW HARDWOOD GYM FLOORING SYSTEM.

REMOVE EXISTING BLEACHERS.2

REMOVE ALL EXISTING MECHANICAL UNITS AND ASSOCIATED COMPONENTS INCLUDING, BUT NOT LIMITED TO, HANGER / MOUNTING EQUIPMENT, PIPING, AND ELECTRICAL CONNECTIONS. PATCH ALL ROOF PENETRATIONS AND EXTERIOR REMAINING WALL PENETRATIONS WITH ADJACENT MATERIAL TO

LEAVE A WATER TIGHT CONDITION.

REMOVE ALL EXISTING SURFACE-MOUNTED ELECTRICAL, FIRE ALARM, TELECOMMUNICATIONS AND SECURITY COMPONENTS IN THEIR ENTIRETY, INCLUDING BUT NOT LIMITED TO LIGHT FIXTURES, DEVICES, SIGNAGE, CONDUITS, RACEWAYS, BOXES, WIRING, FIRE ALARM DEVICES, AND ASSOCIATED

SUPPORTS, FASTENERS, AND ACCESSORIES.

REMOVE ALL EXISTING BASKETBALL GOALS AND BACKSTOPS, ALONG WITH THEIR ASSOCIATED

COMPONENTS, INCLUDING ANY SUPPORT STRUCTURE.

7 REFER TO LEGEND - DEMOLISH EAST & WEST WING OF THE BUILDING IN ITS ENTIRETY, INCLUDING BUT NOT LIMITED TO, ROOF SYSTEMS, WALLS SYSTEMS, CEILINGS, INTERIOR COMPONENTS, BUILDING SYSTEMS, STRUCTURAL SYSTEMS, FOUNDATIONS, AND FLOOR SLABS. EXISTING GYMNASIUM STRUCTURE AND PERIMETER ENCLOSURE SHALL REMAIN FULLY INTACT UNLESS SPECIFICALLY NOTED OTHERWISE.

8 EXISTING STORAGE BUILDING TO BE DEMOLISHED.

REMOVE EXISTING CANOPY STRUCTURE AND ROOF IN ITS ENTIRETY.

9 EXISTING GRANDSTANDS AND PRESSBOX TO BE DEMOLISHED.

10 MECHANICALLY SCRAPE / CLEAN EXISTING PAINT FROM INTERIOR CMU WALL SURFACES. PERFORM

CLEANING WITHOUT DAMAGING EXISTING CMU OR MORTAR JOINTS. REFER TO THE "HAZARDOUS

MATERIALS SURVEY REPORT", UES PROJECT NUMBER A25144.00721.000, DATED SEPTEMBER 12, 2025 .

11 REMOVE EXISTING PAVEMENT

12 NO DEMOLITION OF STRUCTURAL ELEMENTS CONNECTED TO, OR POTENTIALLY PROVIDING SUPPORT OR BRACING FOR THE EXISTING GYMNASIUM SHALL BE REMOVED UNTIL THE STRUCTURAL ENGINEER HAS

REVIEWED THE EXPOSED CONDITIONS AND AUTHORIZED THE DEMOLITION TO PROCEED.

13 LIMIT FOUNDATION & FLOOR SLAB DEMOLITION ADJACENT TO THE EXISTING GYMNASIUM TO THE EXTENTS SHOWN. DEMOLITION AND EXCAVATION SHALL BE PERFORMED IN A MANNER THAT DOES NOT UNDERMINE, DISTURB, OR COMPROMISE EXISTING GYMNASIUM WALL OR COLUMN FOOTINGS. PROVIDE HAND

EXCAVATION OR OTHER CONTROLLED REMOVAL METHODS AS REQUIRED WHERE DEMOLITION OCCURS IN

CLOSE PROXIMITY TO EXISTING FOUNDATIONS TO REMAIN.

14 ALL ELECTRICAL, TELECOMMUNICATIONS AND SECURITY CABLING SHALL BE DE-ENERGIZED, DISCONNECTED, AND SAFELY REMOVED PRIOR TO THE COMMENCEMENT OF STRUCTURAL DEMOLITION IN

THIS AREA.

15 THERE ARE TWO (2) KNOWN NATURAL GAS METERS ON THE PROPERTY (LOCATIONS TAGGED ON SITE PLAN). CONTRACTOR SHALL COORDINATE WITH THE TOWN OF CENTURY NATURAL GAS UTILITY AND REMOVE BOTH METERS AND ANY UNUSED GAS PIPING BACK TO THE POINT OF CONNECTION WHICH IS

ASSUMED TO BE IN THE RIGHT-OF-WAY.

IMPORTANT ARCHITECTURAL DEMOLITION NOTES:

EXISTING GYMNASIUM BUILDING SHALL REMAIN IN ITS ENTIRETY UNLESS SPECIFICALLY NOTED OTHERWISE IN THE DRAWINGS. MAINTAIN EXISTING GYMNASIUM STRUCTURE, ROOF, EXTERIOR /

PERIMETER WALLS, AND BUILDING ENCLOSURE THROUGHOUT DEMOLITION AND

CONSTRUCTION - REFER TO SPECIFIC DEMOLITION NOTES FOR SELECTIVE DEMOLITION OF

INTERIOR GYMNASIUM COMPONENTS.

EXISTING GYMNASIUM BUILDING, INCLUDING EXTERIOR / PERIMETER WALLS, ROOF STRUCTURE, AND OTHER COMPONENTS INDICATED TO REMAIN, SHALL BE PROTECTED FROM DAMAGE

DURING DEMOLITION AND CONSTRUCTION. CONTRACTOR SHALL REPAIR ANY DAMAGE TO

EXISTING CONSTRUCTION TO REMAIN RESULTING FROM DEMOLITION OPERATIONS.

CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS AT LOCATIONS WHERE EAST AND

WEST WINGS CONNECT TO THE EXISTING GYMNASIUM PRIOR TO DEMOLITION. NOTIFY

ARCHITECT OF CONCEALED OR UNFORESEEN CONDITIONS THAT MAY AFFECT EXISTING

CONSTRUCTION TO REMAIN PRIOR TO PROCEEDING WITH WORK IN THE AFFECTED AREA.

THE CONTRACTOR SHALL PLAN, SEQUENCE, AND STAGE DEMOLITION OPERATIONS AS

REQUIRED TO MAINTAIN THE STRUCTURAL INTEGRITY AND WEATHER-TIGHTNESS OF THE

EXISTING GYMNASIUM AT ALL TIMES AND TO PREVENT WATER INTRUSION DURING DEMOLITION

AND CONSTRUCTION.

THE CONTRACTOR SHALL PROVIDE AND MAINTAIN TEMPORARY WEATHER PROTECTION AT ALL

LOCATIONS WHERE DEMOLITION OF THE EAST AND WEST WING STRUCTURES EXPOSES THE

EXISTING GYMNASIUM TO EXTERIOR CONDITIONS UNTIL THE BRICK MASONRY IS RESET AND ALL

PERMANENT WEATHER-TIGHT CONSTRUCTION AT THE AFFECTED AREAS IS COMPLETED.

DEMOLITION SITE PLAN LEGEND:

EXISTING TO REMAIN

EXISTING TO BE DEMOLISHED

DOTTED LINE GENERALLY INDICATES EXISTING AREAS TO BE REMOVED, INCLUDING BUT NOT

LIMITED TO WALLS, DOORS, FLOOR COVERING, CEILINGS, ETC... IN CASE OF UNCERTAINTY

PROVIDE WRITTEN REQUEST TO ARCHITECT.

SPECIFIC NOTE TAG (SEE DEMOLITION NOTES

SHEET)XX

INDICATES DEMOLITION LIMITS OF EXISTING BUILDING

TO BE DEMOLISHED IN ITS ENTIRETY, INCLUDING BUT

NOT LIMITED TO ROOF SYSTEMS, WALLS, CEILINGS,

INTERIOR COMPONENTS, BUILDING SYSTEMS,

STRUCTURAL SYSTEMS, FOUNDATIONS, AND FLOOR

SLABS. REFER TO SPECIFIC DEMOLITION NOTES

INDICATES DEMOLITION LIMITS OF EXISTING

PAVEMENT TO BE DEMOLISHED IN ITS ENTIRETY.

REFER TO SPECIFIC DEMOLITION NOTES.

INDICATES EXISTING PAVEMENT TO REMAIN

IMPORTANT ELECTRICAL UTILITY DEMOLITION NOTES:

COORDINATE ALL DEMOLITION ACTIVITIES WITH THE EXISTING SERVICE PROVIDER(S)

SERVING THE FACILITY PRIOR TO COMMENCEMENT OF WORK. VERIFY AND DOCUMENT THE

DEMARCATION OF RESPONSIBILITY BETWEEN ITEMS TO BE REMOVED BY THE SERVICE

PROVIDER(S) AND ITEMS TO BE REMOVED AS PART OF THE CONTRACTOR'S GENERAL

DEMOLITION SCOPE. COORDINATION SHALL INCLUDE, BUT NOT BE LIMITED TO, ALL EXISTING

SERVICE PROVIDER CABLING ENTERING AND ROUTED WITHIN THE FACILITY, ASSOCIATED

EQUIPMENT LOCATED WITHIN OR SERVING THE FACILITY, AND EXISTING SERVICE ENTRANCE

PATHWAYS, CONDUITS, AND RELATED INFRASTRUCTURE. DO NOT REMOVE, DISCONNECT,

OR ALTER SERVICE PROVIDER-OWNED CABLING, EQUIPMENT, OR INFRASTRUCTURE

WITHOUT PRIOR COORDINATION AND AUTHORIZATION FROM THE APPLICABLE SERVICE

PROVIDER.

DO NOT PERFORM DEMOLITION UNTIL POWER HAS BEEN DE-ENRGIZED FROM THE

AREA/STRUCTURE BEING DEMOLISHED. CONTACT THE ELECTRIC UTILITY (FPL) PRIOR TO

DEMOLITION TO ENSURE CONDITIONS ARE SAFE FOR WORK.

THE ELECTRICAL CONTRACTOR SHALL COORDINATE TEMPORARY POWER REQUIREMENTS

WITH THE UTILITY IF POWER IS REQUIRED TO REMAIN IN AREAS DURING DEMOLITION.

PROVIDE ALL WORK AND MATERIALS NECESSARY FOR SAFE WORK CONDITIONS.

IMPORTANT MECHANICAL DEMOLITION NOTES:

1. THERE ARE TWO (2) KNOWN NATURAL GAS METERS ON THE PROPERTY (LOCATIONS

TAGGED ON DEMOLITION SITE PLAN - REFER TO SPECIFIC DEMOLITION NOTE 15) .

CONTRACTOR SHALL COORDINATE WITH THE TOWN OF CENTURY NATURAL GAS UTILITY AND

REMOVE BOTH METERS AND ANY UNUSED GAS PIPING BACK TO THE POINT OF CONNECTION

WHICH IS ASSUMED TO BE IN THE RIGHT-OF-WAY.

IMPORTANT CIVIL DEMOLITION NOTES:

THE CONTRACTOR SHALL LOCATE ALL EXISTING SANITARY SEWER SERVICES AND CAP 5 - 10

FT FROM THE BUILDING. MARK CAPPED LOCATION WITH A GREEN PAINTED T-POST. ENSURE

ALL BUILDING SERVICE ARE CAPPED PRIOR TO BUILDING DEMOLITION TO AVOID SEDIMENT

AND TRASH FROM ENTERING THE SEWER SYSTEM. PROTECT REMAINING SEWER

INFRASTRUCTURE THROUGHOUT PHASE 1 DEMOLITION.

THE CONTRACTOR SHALL COORDINATE WATER SERVICE SHUT OFF WITH THE WATER

SERVICE PROVIDER. LOCATE ALL EXISTING WATER SERVICES AND CAP 5 – 10 FT FROM THE

BUILDING. MARK CAPPED LOCATION WITH A BLUE PAINTED T-POST. PROTECT REMAINING

WATER INFRASTRUCTURE THROUGHOUT PHASE 1 DEMOLITION.

Sheet Number

Project Title

Job Number

Date

Drawn By

Checked By

Sheet Title

AD1.01

DEMOLITION SITE PLAN

26081

September 17, 2026

R Y C O M M U N

O N

E H ec ke r R d

C en tu ry , F L

3/64" = 1'-0"AD1.01

1 DEMOLITION SITE PLAN

DEMOLITION LEGEND:

EXISTING TO REMAIN

EXISTING TO BE DEMOLISHED

DOTTED LINE GENERALLY INDICATES EXISTING AREAS TO BE REMOVED, INCLUDING

BUT NOT LIMITED TO WALLS, DOORS, FLOOR COVERING, CEILINGS, ETC... IN CASE OF

UNCERTAINTY PROVIDE WRITTEN REQUEST TO ARCHITECT.

SPECIFIC NOTE TAG (SEE DEMOLITION NOTES

SHEET)XX

INDICATES EXISTING AREA OF THE BUILDING TO BE

DEMOLISHED IN ITS ENTIRETY, INCLUDING BUT NOT

LIMITED TO ROOF SYSTEMS, WALLS, CEILINGS,

INTERIOR COMPONENTS, BUILDING SYSTEMS,

STRUCTURAL SYSTEMS, FOUNDATIONS, AND FLOOR

SLABS.

INDICATES EXISTING BRICK MASONRY TO REMAIN

EC ED EE EFEA EG

AD4.00

AD4.01 2

AD4.011

AD5.00

EXISTING DOOR

TO REMAINEXISTING DOOR

TO REMAIN

EXISTING DOOR

TO REMAIN

EXISTING DOOR

TO REMAIN

AD5.00

SIM

TO REMAIN

EXISTING GYMNASIUM

3 3