6-Attachment E - Lincoln Center Waterproofing Plans (7).pdf

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AR96289

BUILDING ENVELOPE

211 JOHN KNOX RD, SUITE 105

TALLAHASSEE, FL 32303

PH: (850) 385 9200

MLDARCHITECTS.COM

CONSULTANTS

G100

CONSTRUCTION

DOCUMENTS

PROJ. NO.

DATE

DRAWN

CHECKED

APPROVED

REVISION

REVISION DATE

172024

07/28/2025

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TITLE SHEET

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G100

A000 A200 A700

TITLE SHEET

WATERPROOFING SCHEDULES & NOTES

EXTERIOR ELEVATIONS

PHOTOS

438 WEST BREVARD STREET

TALLAHASSEE, FLORIDA 32301

DRAWING INDEX

LINCOLN NEIGHBORHOOD SERVICE CENTER

WATERPROOFING

CITY OF TALLAHASSEE

TALLAHASSEE, FLORIDA

BUILDING AND FIRE CODES

THESE DRAWINGS AND SPECIFICATIONS ARE THE CONFIDENTIAL AND PROPRIETARY PROPERTY OF MLD ARCHITECTS AND SHALL NOT BE COPIED OR REPRODUCED WITHOUT WRITTEN AUTHORIZATION. THE CONTRACT DOCUMENTS WERE PREPARED FOR THE USE ON THIS SPECIFIC SITE IN CONJUNCTION WITH ITS ISSUE DATE AND ARE NOT SUITABLE FOR USE ON A DIFFERENT SITE OR AT A LATER TIME. USE OF THESE DRAWINGS FOR REFERENCE OR EXAMPLE ON ANOTHER PROJECT REQUIRES THE SERVICES OF PROPERLY LICENSED ARCHITECTS AND ENGINEERS. REPRODUCTION OF THE

CONTRACT DOCUMENTS FOR REUSE ON ANOTHER PROJECT IS NOT AUTHORIZED.

ELECTRONIC DISTRIBUTION OF THESE DOCUMENTS IS NOT AUTHORIZED, UNLESS SPECIFICALLY APPROVED BY PROJECT

ARCHITECT IN WRITING.

VICINITY MAP

AERIAL PHOTO

DISCLAIMER

SCOPE OF WORK

BRIEFLY AND WITHOUT FORCE AND EFFECT UPON THE CONTRACT DOCUMENTS, THE WORK OF THE CONTRACT CAN BE

SUMMARIZED AS FOLLOWS:

THE WORK INCLUDES CLEAN AND SEAL WITH CLEAR WATER REPELLENT ALL EXTERIOR MASONRY, PRECAST CONCRETE AND CAST STONE . POINT UP MORTAR JOINTS, FILL VOIDS, AND HOLES. CLEAN ALL SIDEWALKS, RAMPS, LANDINGS, STAIRS, AND STEPS. THE WORK ALSO INCLUDES PAINTING STUCCO SURFACES, HANDRAILS AND INSTALLING A PEDESTRIAN TRAFFIC

COATING ON LANDINGS, WALKWAYS, AND RAMPS.

FLORIDA BUILDING CODE (FBC), 8TH EDITION (2023)

FLORIDA ACCESSIBILITY CODE (FAC), 8TH EDITION (2023)

FLORIDA EXISTING BUILDING CODE (FBC-EB), 8TH EDITION (2023)

FLORIDA FUEL GAS CODE (FBC-FG), 8TH EDITION (2023)

FLORIDA MECHANICAL CODE (FBC-M), 8TH EDITION (2023)

FLORIDA PLUMBING CODE (FBC-P), 8TH EDITION (2023)

FLORIDA FIRE PREVENTION CODE (FFPC), 8TH EDITION (2023)

NATIONAL ELECTRICAL CODE (NEC), 2020 EDITION

ASCE STANDARD 7-22 (STRUCTURAL WIND LOAD CRITERIA)

FLORIDA PRODUCT APPROVAL:

CONTRACTOR SHALL MAKE AVAILABLE TO THE BUILDING INSPECTOR DOCUMENTATION NECESSARY TO VERIFY THAT ALL EXTERIOR ENVELOPE COMPONENTS REQUIRING PRODUCT APPROVAL PER FS 553.842 ARE IN COMPLIANCE WITH

PRODUCT APPROVAL INSTALLATION REQUIREMENTS.

2025-07-29T11:13:25-0400

Jerry A Scott

A500

SIM.

TYP.

N.I.C.

SECTION #

SHEET #

LOW/HIGH

PHOTO MARKER

PHOTO # / SHEET #

WORK LEGEND NOTE

L

1/A700

SIMILAR

TYPICAL

NOT IN CONTRACT

1 HIGH PRESSURE WASH CLEAN AND PREPARE ALL EXTERIOR BRICK MASONRY, CAST

STONE, PRECAST CONCRETE PANELS, STRUCTURE, STONE, PAVERS, AND CONCRETE

COPING NOTED. HIGH PRESSURE WASH ALL SIDEWALKS, RAMPS, LANDINGS, STAIRS, AND

STEPS. SURFACES INCLUDE COVERED AREAS AND CONCEALED AREAS, NOT SHOWN IN

PLAN OR ELEVATION.

APPLY PREMIUM DEEP PENETRATING CLEAR WATER REPELLENT SEALER AS SPECIFIED AND

RECOMMENDED BY WATER REPELLENT MANUFACTURER TO PROVIDE 10 YEAR WARRANTY.

FOLLOWING HIGH PRESSURE WASH CLEANING OF EXTERIOR MASONRY AND STONE,

REPOINT MORTAR JOINTS, VOIDS, AND HOLES.

LIGHT SAND AND CLEAN EXTERIOR PAINTED METAL SURFACES AND ACCESSORIES SUCH

AS EXTERIOR DOOR FACING, JAMBS, LINTELS, HANDRAILS, STEEL COLUMNS AND

CONDUITS. PRIME AND PAINT 2 COATS OF PREMIUM INDUSTRIAL ACRYLIC PAINT.

GRIND CONCRETE SUBSTRATE 1" DEEP, CLEAN EXPOSED SURFACES WITH XYLENE AND

COAT WITH PRIMER RECOMMENDED BY SEALANT MANUFACTURER. INSTALL NEW BACKER

ROD OR BOND BREAKER TAPE AND MANUFACTURER'S ELASTOMERIC POLYETHER

SEALANT.

FOLLOWING HIGH PRESSURE WASH CLEANING OF EXTERIOR, PRIME, AND PAINT

PREVIOUSLY PAINTED CONCRETE, PLASTER FASCIA AND SOFFITS, WOOD FASCIA, TRIM,

SOFFITS, AND LAP SIDING SURFACES WITH TWO COAT PREMIUM EXTERIOR ACRYLIC

PAINT.

CUT OUT PERIMETER SEALANT AND CLEAN EXISTING WINDOW/LOUVER FRAMES, AND

DOORS. CLEAN AND SEAL JOINTS IN FRAME PERIMETER WITH PREMIUM SILICONE

SEALANT. REMOVE EXTERIOR GASKETS AND SEALANTS BETWEEN ALUMINUM WINDOW

FRAMES AND GLASS. CLEAN AND WET GLAZE WITH PREMIUM SILICONE SEALANT AND

BOND BREAKER TAPE IN COVE JOINT PROFILE.

CLEAN STEPS AND LANDINGS, SEAL PERIMETER WALL BASE JOINTS WITH URETHANE

SEALANT AND APPLY ANTI-SLIP PEDESTRIAN POLYURETHANE DECK COATING.

CLEAN EXISTING WOOD TRIM, MOLDINGS, AND SOFFITS, REMOVING LOSE PAINT, PRIME

AND PAINT WITH 2 COATS PREMINUM EXTERIOR ACRYLIC COATING.

CUTOUT, CLEAN, AND REPLACE HORIZONTAL JOINTS WITH PREMIUM SILICONE SEALANT.

THESE WORK ITEMS ARE TYPICAL AND MAY NOT BE ALL INCLUSIVE BUT INTENDED TO

SUPPLEMENT THE DRAWINGS AND DETAILS AND CLARIFY THE SCOPE OF WORK. WORK LEGEND

ITEMS ARE TYPICAL FOR SITUATIONS AND WORK SCOPE SHOWN. WORK LEGEND SYMBOLS ARE

NOT SHOWN AT EVERY SPECIFIC LOCATION WHICH SCOPE IS TO BE COMPLETED, UNLESS

OTHERWISE NOTED.

A000

WATERPROOFING

SCHEDULES & NOTES

LEGEND

WORK NOTES

C WING

B WING

D WING

A WING

'-8

±49'-8" ±96'-2" ±35'-6"±14'-8" ±87'-8" ±22' ±83'-8"

'-6

±42'-8"±26'-8"±35'-8"±226'

±62'-4"

'-2

'-4

13/A700

2/A700

3/A700

7/A700

4/A700

8/A700

11/A700

5/A700

17/A70018/A700

14/A700

15/A700

9/A700

6/A700 16/A700

10/A700

12/A700

13/A700

EXISTING EXTERIOR SURFACE

PRESSURE WASH

AND COAT ACCORDINGLY

SILICONE SEALANT

BACKER ROD

FILED VERIFY

DEPTH OF REVEAL

3/8" MIN

BOND FACE TO EXTERIOR

SURFACE

/4

A

IE

(T

YP

SCALE: 1/32" = 1'-0"

3 BUILDING SITE PLAN

A000 0 16' 32' 64'

SCALE: 3" = 1'-0"

1 TYPICAL SEALANT DETAIL

A000 0 3'' 6'' 9''

SCALE: 1 1/2"= 1'-0"

2 REPAIR SPALLED CONCRETE

A000 0 6'' 12'' 18''

1 1 1

EXISTING CAST IN PLACE

CONCRETE TO REMAIN

SUBSTRATE CONDITION SHALL

BE SATURATED SURFACE DRY

PROVIDE 1/2" DEEP

RECTANGULAR SAW CUT

AROUND PERIMETER OF

REPAIR AREA (TYP.)

GRIND PATCH MATERIAL TO MATCH AND BE

FLUSH WITH EXISTING SURFACE

EXISTING REINFORCING STEEL TO

REMAIN. CONTRACTOR IS TO

ENSURE A MINIMUM CLEARENCE

BEHIND BACK OF BARS. TREAT

STEEL REINFORCEMENT WITH

SPECIFIED RUST INHIBITOR

WATERPROOFING NOTESGENERAL NOTES

PRESSURE WASHING & WATERPROOFING

1. CONTRACTOR SHALL SEAL AND PROTECT INTERIOR FROM WATER PENETRATION.

2. OWNER SHALL FURNISH WATER AND UTILITIES READILY AVAILABLE ON SITE TO COMPLETE THE

WORK.

3. CLEAN ALL MASONRY, CONCRETE EXTERIOR SURFACES, PRECAST CONCRETE PANELS, GLASS, METAL, WOOD, AND PLASTER THROUGHOUT THE VARIOUS ELEVATIONS INDICATED IN SCOPE OF

WORK INCLUDING EXTERIOR WALKWAY CEILING, CANOPIES, EXTERIOR WALLS, PAVERS, DOORS, WINDOWS, RAILING, ETC. UTILIZING A "HIGH PRESSURE COLD WATER SYSTEM" (WITH

OSCILLATING TIP) TO REMOVE ALL LAITANCE, DIRT, OIL, GREASE, MILDEW, AND LOOSE EXISTING

COATINGS. PROVIDE A CLEAN, SOUND SUBSTRATE CONDITION. CAUTION NOT TO DAMAGE

SOUND BRICK, OR WINDOWS DURING PRESSURE WASHING.

MILDEW AREAS WILL REQUIRE A LIGHT DETERGENT AND CHLORINATED BLEACH SOLUTION TO BE

UTILIZED IN CONJUNCTION WITH THE CLEANING OPERATION TO NEUTRALIZE MILDEW GROWTH.

EFFERVESCENCE AND CALCIUM DEPOSITS TO BE TREATED AND CLEANED WITH WHITE SCUM

REMOVER; FOLLOWING INITIAL PRESSURE WASHING, THEN PRESSURE WASH TREAT/CLEAN AREA

AGAIN.

4. REMOVE ALL SEALANTS, AND COATINGS FROM ALL EXTERIOR SURFACES. ("EXTERIOR

SURFACES" IN THIS SET OF DOCUMENTS SHALL BE UNDERSTOOD TO ALSO INCLUDE SURFACES

NOT VISIBLE IN THE ELEVATIONS DRAWINGS, THE UNDERSIDE OF OVERHANGS, SOFFIT CEILING, HORIZONTAL SURFACES OF PROJECTING ELEMENTS, ALL SURFACES OF ORNAMENTAL FEATURES, WALKWAYS, AND EXTERIOR FOOR/DECK SURFACES, ETC.) PREPARE EXTERIOR SURFACES AND

SPECIFIED JOINTS FOR APPLICATION OF WATER REPELLENT SYSTEM, PAINT, AND JOINT

SEALANTS AS SPECIFIED AND RECOMMENDED BY MANUFACTURER.

5. APPLY TRANSPARENT WATER REPELLENT SEALER, 2 COATS EQUIVALENT, TO CLEANED AND

PREPARED AND BRICK MASONRY, HORIZONTAL BANDS, REVEALS ETC. (PROTECT GLASS AND

METAL FRAMES FROM OVER SPRAY, DRIPPING AND SPILLAGE DURING EXTERIOR WALL

APPLICATION WORK). CONTRACTOR TO PREPARE MINIMUM 500 SF AREA FOR APPROVAL BY

OWNER/ARCHITECT AND WATER REPELLENT MANUFACTURER'S REPRESENTATIVE, TO BE BASIS OF

SURFACE PREPARATION.

6. AFTER PRESSURE WASHING/CLEANING LANDING, STEPS, PORCHES, RAMPS AND SIDE WALKS TO

THE PROPERTY'S BOUNDARIES, CUT OUT AND CLEAN VERTICAL TO HORIZONTAL SEALANT

JOINTS. APPLY BACKERS ROD OR BOND BREAKER TAPE, AND A COVE BEAD OF PREMIUM

URETHANE SEALANT AS RECOMMENDED TO BE COMPATIBLE BY THE DECK COATING

MANUFACTURER. APPLY POLYURETHANE PEDESTRIAN TRAFFIC DECK COATING SYSTEM WITH

ANTI-SLIP FINISH SURFACE ON RAMP, LANDING, STEPS ADJACENT TO THE BUILDING. EXTEND

COATING UP VERTICAL WALL BASE MINIMUM 4".

DOOR AND WINDOW SEALANT AND CAULKING

1. CUT OUT SEALANT AND CLEAN EXISTING PERIMETER AROUND FRAMES OF STOREFRONT

WINDOWS ('D' WING), SIDELITES, TRANSOMS, AND DOORS INCLUDED IN THE SCOPE OF WORK.

REMOVE TO MINIMUM DEPTH OF 1/2" BETWEEN MASONRY AND DOOR OR WINDOW CASEMENT/

FRAME. CUT OUT AND CLEAN ALL RESIDUAL SEALANT FROM SUBSTRATE FOR CLEAN JOINT

SHOULDERS AND BOND FACE. CLEAN AND PRIME BOND SURFACE OF MASONRY OR PRECAST

SUBSTRATE AS SPECIFIED AND RECOMMENDED BY SEALANT MANUFACTURER, INSTALL BACKER

ROD OR BOND BREAKER TAPE AND CAULK SEAL WITH PREMIUM SILICONE SEALANT (METAL TO

MASONRY) IN COVE JOINT PROFILE AS SPECIFIED. ALL WINDOWS TO BE CLEAN AND STREAK/

SPOT FREE AT COMPLETION OF THE PROJECT.

2. REMOVE DETERIORATED EXTERIOR GASKET SEALANTS BETWEEN THE PREVIOUSLY MENTIONED

ALUMINUM WINDOW FRAMES AND GLASS. CLEAN AND WET GLAZE WITH PREMIUM SILICONE

SEALANT AND BOND BREAKER TAPE IN COVE JOINT PROFILE. CLEAN AND SEAL ALL ALUMINUM

TO ALUMINUM JOINTS IN WINDOW FRAME PERIMETER WITH PREMIUM SILICONE SEALANT.

REPOINTING MORTAR AND JOINT SEALANTS OF MASONRY AND PRECAST CONCRETE

1. CONTRACTOR SHALL CONTACT THE OWNER AND ARCHITECT FOR APPROVAL, PRIOR TO ANY

BRICK REMOVAL.

2. FOLLOWING PRESSURE WASH WATER BLAST OF MASONRY AND CAST STONE SURFACES, CUT

OUT AND REMOVE ALL DETERIORATED MORTAR TO A MINIMUM DEPTH OF 1/2". FLUSH JOINTS

WITH WATER. APPLY LIME BASE NONSHRINK POINTING MORTAR DRY JOINT, TINT TO MATCH

EXISTING MORTAR COLOR. FOLLOW MANUFACTURER'S RECOMMENDATIONS FOR APPLICATION

AND CLEANING SURFACES. ARCHITECT TO APPROVE PRODUCT AND MOCK-UP INSTALLATION.

3. CLEAN OUT MASONRY AND PRECAST HAIRLINE CRACKS WHERE INDICATED TO A MINIMUM 1/2" DEPTH, REPOINT, AND INJECT EPOXY AT 8" O.C. ALONG CRACK LINE. BASE BID TO INCLUDE 1,000 L.F. OF EPOXY INJECTION. CONTRACTOR TO PROVIDE AN ADDITIVE / DEDUCTIVE UNIT

COST FOR CUTTING OUT CRACKS AND EPOXY INJECTION ($___/L.F.)

4. CONTRACTOR BID TO INCLUDE 2,000 LF OF POINTING UP. CONTRACTOR TO PROVIDE ADDITIVE/

DEDUCTIVE LINEAR FOOT UNIT COST ($__/LF) FOR ADDITIONAL POINTING UP.

5. CONTRACTOR BID TO INCLUDE 100 LF OF EPOXY INJECTION OF CRACKED MASONRY AND

PRECAST. CONTRACTOR TO PROVIDE ADDITIVE/ DEDUCTIVE LINEAR FOOT UNIT COST ($__/LF)

FOR ADDITIONAL EPOXY INJECTION.

6. CUT OUT/GRIND HORIZONTAL CONCRETE JOINT BETWEEN PRECAST CONCRETE AND BRICK

COURSE ALONG THE BASEMENT AND FIRST FLOOR LEVEL. CLEAN EXISTING HORIZONTAL JOINTS

OF EXPOSED EXTERIOR SURFACES WITH XYLENE AND COAT WITH PRIMER RECOMMENDED BY

SEALANT MANUFACTURER. INSTALL SEALANT WITH BACKER ROD OR BOND BREAKER TAPE AND

APPLY MANUFACTURER'S ELASTOMERIC POLYETHER SEALANT.

7. CONTRACTOR TO ASSESS BRICKS WITH TELEGRAPHING CRACKS. CONTRACTOR OPTION TO CUT

OUT AND REPLACE WITH NEW BRICK AND MORTAR TO MATCH ADJACENT OR SEAL

TELEGRAPHING CRACKS WITH SEALANT AND DUST WITH BRICK DUST FOR COLOR AND TEXTURE.

CONTRACTOR TO PROVIDE BRICK COLOR CHOICES TO ARCHITECT AND OWNER FOR APPROVAL

FOR BRICK REPLACEMENT.

8. CUT OUT AND REMOVE ALL EXISTING SEALANT AND RESIDUE ON THE BELOW GRADE

COUNTERFLASHING. CLEAN SURFACES WITH XYLENE AND INSTALL PREMIUM SILICONE SEALANT

AS RECOMMENDED BY MANUFACTURER.

REPAIR OF SPALLED/CRACKED CONCRETE

1. CONTRACTOR SHALL SUBMIT ALL REPAIR PRODUCT DATA FOR REVIEW AND APPROVAL PRIOR TO

BEGINNING OF WORK BEING PERFORMED.

2. SAW CUT RECTANGULAR CUTOUT AT THE PERIMETER OF CONCRETE REPAIR AREA. LOCATE SAW

CUT A MINIMUM OF 1/2 INCHES BEYOND SPALL EDGE OR CRACK LINE. EXTEND THE DISTANCE

OF SAW CUT LOCATION AS REQUIRED TO EXPOSE UNDAMAGED CONCRETE. CHIP AND REMOVE

ALL UNSOUND CONCRETE. ALSO REMOVE CONCRETE TO A MINIMUM OF 3/4 INCH CLEAR ABOVE

OR BEYOND THE REINFORCING BARS.

3. CLEAN EXPOSED STEEL AND REMOVE LOOSE RUST AND CORROSION BY MECHANICALLY WIRE

BRUSH, HAND TOOL CLEAN AND SOLVENT CLEAN. WORKMEN MUST BE CAREFUL NOT TO

DAMAGE OR WEAKEN STRUCTURAL SUPPORT IN THE PROCESS OF CHIPPING AND ABRADING.

CONTRACTOR SHALL NOTIFY ARCHITECT TO ALLOW AN OPPORTUNITY TO REVIEW CONDITIONS

OF THE CONCRETE AND REINFORCING BEFORE CONTINUING WITH REPAIR.

4. PREPARE THE REINFORCING STEEL AND EXISTING CONCRETE SUBSTRATE IN ACCORDANCE WITH

THE REPAIR PRODUCT MANUFACTURER'S RECOMMENDATIONS. COAT EXPOSED STEEL WITH AN

ANTI-CORROSION EPOXY RESIN AND MORTAR BONDING AGENT. REPLACE REMOVED CONCRETE

USING NON-SAG POLYMER MODIFIED CEMENTITIOUS MORTAR SUITABLE FOR VERTICAL OR

OVERHEAD APPLICATIONS. CURE PER MANUFACTURER'S RECOMMENDATIONS. MATCH TEXTURE

OF SURROUNDING CONCRETE. ARCHITECT AND OWNER TO INSPECT MOCKUP SAMPLE FOR

APPROVAL PRIOR TO WORK. BASE BID TO INCLUDE 5 CU.FT. OF CONCRETE REPAIR.

CONTRACTOR TO PROVIDE ADDITIVE DEDUCTIVE UNIT COST FOR CONCRETE REPAIR ($_____/

CU.FT.)

1. THE EXISTING OVERALL ELEVATIONS AND PHOTOGRAPHIC DOCUMENTATION ARE FOR

INFORMATIONAL PURPOSES ONLY. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND

ALL CONDITIONS.

2. BEFORE SUBMITTING PROPOSAL FOR THE WORK, EACH BIDDER WILL BE HELD TO HAVE

EXAMINED THE PREMISES AND SATISFIED HIMSELF AS TO THE EXISTING CONDITIONS UNDER

WHICH HE WILL BE OBLIGED TO OPERATE AND COMPLETE THE WORK UNDER THIS

CONTRACT. NO ALLOWANCE WILL BE MADE SUBSEQUENTLY IN THIS CONNECTION ON

BEHALF OF THE CONTRACTOR FOR ANY ERROR OR NEGLIGENCE ON HIS PART.

3. NORMAL OPERATIONS OF THE FACILITY SHALL CONTINUE DURING DEMOLITION AND

CONSTRUCTION. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE THE

WORK WITH ALL SUBCONTRACTORS AND SEQUENCE DEMOLITION AND CONSTRUCTION TO

MINIMIZE INTERRUPTIONS TO NORMAL OPERATIONS OF THE FACILITY.

4. ALL PROPOSED INTERRUPTIONS TO OPERATIONS, SERVICES AND EQUIPMENT SHALL BE

REVIEWED WITH AND APPROVED BY THE OWNER PRIOR TO STARTING SUCH WORK. UNLESS

OTHERWISE APPROVED IN WRITING.

5. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING EXIT WAYS CLEAR. WHERE AN EXIT

MUST BE TEMPORARILY BLOCKED, CONTRACTOR SHALL PROVIDE THE REQUIRED

BARRICADES AND DIRECTIONAL SIGNS FOR TEMPORARY EXITING AND SAFETY.

6. CONTRACTOR SHALL ERECT AND MAINTAIN ALL REASONABLE SAFEGUARDS FOR SAFETY

AND HEALTH INCLUDING POSTING DANGER SIGNS, AND OTHER WARNING AGAINST

HAZARDS, AS WELL AS PROMULGATING SAFETY REGULATIONS.

7. CONTRACTOR SHALL BE RESTRICTED TO AREAS SPECIFIED BY THE OWNER FOR ON SITE

STORAGE OF CONSTRUCTION MATERIALS.

8. CONTRACTOR SHALL BE RESPONSIBLE FOR PRUNING TREES, 3' AND LANDSCAPING SHRUBS

3' FROM BUILDING AND REMOVE VEGETATION FROM EXTERIOR WALLS, AS REQUIRED FOR

DESIGNATED WORK. LANDSCAPE AND TREE PRUNING WORK TO BE DONE UNDER DIRECTION

OF LICENSED LANDSCAPE ARCHITECT OR TREE SURGEON. TREES, SHRUBS, AND

LANDSCAPING REMOVED OR DESTROYED SHALL BE REPLACED WITH LIKE KIND AND

GUARANTEED FOR A YEAR.

9. CONTRACTOR SHALL TAKE CARE NOT TO DAMAGE EXISTING SURFACES AND SHALL BE

RESPONSIBLE FOR RETURNING ALL DISTURBED SOD AND REPAIR ALL DAMAGED AREAS

(MATERIALS, FINISHES, LANDSCAPING, ETC.) TO THEIR ORIGINAL CONDITION. SURFACES

SHALL BE REPAIRED TO MATCH THE EXISTING ADJACENT UNDAMAGED SURFACES.

10. CONTRACTOR SHALL MAINTAIN A CLEAN WORK PREMISE AT ALL TIMES AND SHALL CLEAN

CONSTRUCTION SITE OF ALL DEBRIS AT COMPLETION OF THE JOB AND BEFORE FINAL

PAYMENT IS MADE.

11. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WATER INTRUSION AND WATER DAMAGE TO

THE BUILDING INTERIOR.

12. CONTRACTOR TO SUBMIT TO ARCHITECT FOR APPROVAL THE SCAFFOLDING ERECTION

SEQUENCE AND METHOD OF ATTACHING SCAFFOLDING TO BUILDING OR ROOF, IF

REQUIRED. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO ENSURE NO DAMAGE TO

PARAPETS, FLASHING AND ROOFING. CONTRACTOR WILL BE RESPONSIBLE FOR ANY

NECESSARY REPAIRS BY AN APPROVED METHOD AND SHALL BE PERFORMED BY

MANUFACTURER APPROVED ROOFING CONTRACTOR.

13. JOINT SEALANT MANUFACTURERS TO PROVIDE 20 YEAR WARRANTY ON SILICONE JOINT

SEALANT AND 5 YEAR WARRANTY ON POLYURETHANE JOINT SEALANT. WATER REPELLENT

MANUFACTURER SHALL PROVIDE 10 YEAR WARRANTY ON WATER REPELLENT SYSTEM. PAINT

MANUFACTURER SHALL PROVIDE 2 YEAR WARRANTY ON EXTERIOR PAINT SYSTEMS.

14. CONTRACTOR AND INSTALLER SHALL PROVIDE 3 YEAR UNLIMITED LABOR AND MATERIAL

WARRANTY ON JOINT SEALANT, CLEAR WATER REPELLENT SEALER SYSTEM. PAINTING AND

COATING SYSTEMS.

15. ALL WORK SHALL COMPLY WITH APPLICABLE OSHA AND E.P.A. REGULATIONS AND

GUIDELINES.

16. ALL WORK SHALL COMPLY WITH THE FLORIDA BUILDING CODE EIGHT EDITION (2023).

17. CONTRACTOR SHALL LIST AN EMERGENCY TELEPHONE NUMBER WHERE HE OR SHE MAY BE

REACHED 24 HOURS A DAY, SEVEN DAYS A WEEK, DURING THE ENTIRE PERIOD OF

CONTRACT TIME. THIS TELEPHONE NUMBER SHALL BE PROVIDED AT THE

PRECONSTRUCTION CONFERENCE.

DETAIL

GENERAL COATING/PAINTING NOTES

1. SOLVENT CLEAN (SSPC-SP1), HAND TOOL CLEAN (SSPC-SP2), AND SAND OR POWER TOOL

CLEAN (SSPC-SP3) TO REMOVE ALL LOOSE PAINT, LOOSE RUST, AND LOOSE MILL SCALE

FROM EXPOSED STEEL PENETRATIONS (TO 4' ABOVE ROOF SURFACE).

STEEL SURFACES WITH TIGHTLY ADHERED EXISTING COATING WITHOUT OXIDATION OR LIMITED

TO SMALL BUBBLING CONDITIONS, LESS THAN A SSPC RUST GRADE 2 SHALL HAVE A SP2

HAND TOOL CLEANING SURFACE PREPARATION AS DEFINED BY SSPC (STEEL STRUCTURES

PAINTING COUNCIL) GUIDELINES. STEEL SURFACES WITH LOOSE OR BROKEN COATING

MATERIAL, OR OXIDATION CORROSION GREATER THAN SSPC RUST GRADE 2 SHALL HAVE A

SP3 POWER TOOL CLEANING SURFACE PREPARATION AS DEFINED BY SSPC TO COMPLETELY

REMOVE ALL LOOSE, PEELING & FLAKING PAINT, AND RUST TO SOUND SUBSTRATE.

2. SP-3 SURFACE PREPARATIONS ARE REQUIRED SPECIFICALLY AT NUT/BOLT CONNECTIONS,

MATERIAL JOINING EDGE CONDITIONS, AREAS OF SEVERE RUST AND SCALE, AND AREAS

ADJACENT TO GROUND AND CONCRETE SUSCEPTIBLE TO SUSTAINED MOISTURE.

3. CONTRACTOR SHALL PROTECT ROOFING SYSTEM AND BUILDING INTERIOR FROM WATER

PENETRATION.

4. CONCRETE AND WOOD PAINTING:

AFTER PRESSURE WASHING, PRIME AND APPLY TWO COATS PREMIUM EXTERIOR ACRYLIC

COATING SYSTEM OVER ALL CONCRETE, PLASTER SURFACES, WOOD TRIM, SOFFITS,

MOLDING, AND SIDING AS SPECIFIED.

5. METAL PAINTING:

LIGHT SAND AND CLEAN ALL EXTERIOR PAINTED METAL SURFACES, TO INCLUDE

MISCELLANEOUS METAL ACCESSORIES SUCH AS PAINTED EXTERIOR DOOR FACING, JAMBS,

LINTELS, PAINTED HANDRAILS, STEEL BOLLARDS, AND CONDUITS UNLESS NOTED OTHERWISE.

ALL RUST TO BE MECHANICALLY OR HAND ABRADED AND THOROUGHLY CLEANED AS

SPECIFIED. TOUCH UP PRIME BARE AND RUSTED METAL SURFACES, THEN COMPLETELY PRIME

AND PAINT 2 COATS OF PREMIUM ACRYLIC PAINT ON ALL PREVIOUSLY PAINTED EXTERIOR

METAL SURFACES UNLESS NOTED OTHERWISE. COLOR TO MATCH EXISTING AND TO BE

APPROVED BY OWNER AND ARCHITECT.

SEE SPECIFICATION SECTION FOR SPECIAL COATINGS AND PAINTING.

NOTE:

1. MAKE REPAIR AS INDICATED, PROPERLY CLEAN, APPLY ANTI-CORROSION PRIMER

BONDING AGENT AND PROVIDE MINIMUM COVER FOR REINFORCING BARS.

2. DO NOT DAMAGE MAIN REINFORCING STEEL BARS WHEN CUTTING AT PERIMETER

OF REPAIR AREA.

2025-07-29T11:13:58-0400

Jerry A Scott

COPING NOTED. HIGH PRESSURE WASH ALL SIDEWALKS, RAMPS, LANDINGS, STAIRS, AND

SEALANT. REMOVE EXTERIOR GASKETS AND SEALANTS BETWEEN ALUMINUM WINDOW

ITEMS ARE TYPICAL FOR SITUATIONS AND WORK SCOPE SHOWN. WORK LEGEND SYMBOLS ARE

EXTERIOR

ELEVATIONS

±135'

±17'-4"

'-9

±43'-8"

±217'-4"

±36'-6" ±141'-10"±218'-10"

±140'

'-1

±107'-4"

±96'-10"

±131'-2"±47'-10"

SCALE: 1/16" = 1'-0"

5 EAST ELEVATION

A200 0 8' 16' 32'

6 WEST ELEVATION

1 SOUTH ELEVATION (MAIN ENTRANCE/GYM)

A200 0 8' 16' 32' SCALE: 1/16" = 1'-0"

2 NORTH ELEVATION

3 SOUTH ELEVATION

A200 0 8' 16' 32' SCALE: 1/16" = 1'-0"

4 NORTH ELEVATION (EAST WING)

1 2 3

6 6

5 5

1 1

3 1 2 3 3 2 1

6 1 2 3 5 5 6 6 6 6 6 6

6 6 6 6

7 1

6 6 6

5 5 5 5 5

7 7

7 7 7

7 7 7

9 9

9 9 9

9 9 9 9

9 9 9

2025-07-29T11:13:06-0400

Jerry A Scott

COPING NOTED. HIGH PRESSURE WASH ALL SIDEWALKS, RAMPS, LANDINGS, STAIRS, AND

SEALANT. REMOVE EXTERIOR GASKETS AND SEALANTS BETWEEN ALUMINUM WINDOW

ITEMS ARE TYPICAL FOR SITUATIONS AND WORK SCOPE SHOWN. WORK LEGEND SYMBOLS ARE

PHOTOS

1 PHOTO

2 PHOTO

3 PHOTO

4 PHOTO

5 PHOTO

6 PHOTO

7 PHOTO

8 PHOTO

9 PHOTO

10 PHOTO

11 PHOTO

12 PHOTO

13 PHOTO

14 PHOTO

15 PHOTO

16 PHOTO

17 PHOTO

18 PHOTO

7 6 6

3 1

4 4

1 1 1

8 8

8 8

10 10

2025-07-29T11:13:40-0400

Jerry A Scott