A.2.11.4 W9128A21B0001 Am-0004 Drawings.pdf

±20'-0" ±23'-0" ±23'-0" ±20'-0"

±86'-0"

GENERAL SHEET NOTES

SHEET KEYNOTES

1. REFINISH WOOD PLANK FLOORING: SAND TO BARE

WOOD TO ELIMINATE/REDUCE CUPPING OF EXISTING

WOOD PLANKS. SEAL WITH AN OIL-MODIFIED

POLYURETHANE SPORT FLOOR SEALER AND FINISH

WITH A PREMIUM TWO-COMPONENT WATERBORNE

FLOOR FINISHING PRODUCT (COMPATIBLE WITH

SEALER). COMPLETED WORK SHALL MATCH EXISTING

ADJACENT FLOORING SURFACE.

2. REMOVE AND REPLACE EXISTING 3/4" THICK (VERIFY)

WOOD PLANK FLOORING. ANCHOR / FASTEN, SAND AND

FINISH AS REQUIRED AND AS RECOMMENDED PER

WOOD COURT FLOORING MANUFACTURER TO MATCH

EXISTING ADJACENT SURFACE. ANY STRIPING ON THE

ORIGINAL PLANK SHALL BE COLOR-MATCHED AND

PAINTED. SEE TECHNICAL SPEC SECTION 09 64 66 FOR

ADDITIONAL INFORMATION.

3. CLEAN EXISTING TRENCH DRAIN OF DEBRIS AND

MAINTAIN THROUGHOUT DURATION OF THIS PROJECT.

TRENCH DRAIN AND GATE TO REMAIN.

4. REFURBISH EXISTING WINDOW, SEE "WINDOW

REFURBISHMENT NOTES" SHEET A-601.

5. PROVIDE CONTINUOUS SEALANT ALONG EXISTING

METAL FLOORING EDGE TRIM AND ADJACENT VERTICAL

CONCRETE WALL SURFACE

LEGEND

EXISTING STORAGE #1

EXISTING STORAGE #2

EXISTING ELEC

EXISTING GYMNASIUM

EXISTING LANAI

EXISTING CONTROL DESK

W06

W04

W03

W01

W02

W05

A

1 2 3 4

B

C

D

E

F

G

A1

SCALE: 1/8" = 1'-0"

FLOOR PLAN

A-101

WINDOW AS SCHED, SEE SHEET A-601 FOR

MORE INFORMATION

EXISTING DOOR TO REMAIN

F L

O O

R

P

L A

N

APPROXIMATE AREA OF WOOD PLANK

FLOORING REPAIR (AREA IN SQ FT)

SEE GENERAL SHEET NOTE 'B', THIS SHEET,

FOR ADDITIONAL INFORMATION

EXISTING ROOF LINE

ABOVE SHOWN DASHED

EXISTING ROLL UP DOOR

(NIC)

EXISTING DOOR

TO REMAIN, TYP

EXISTING ROLL

UP DOOR

(NIC)

EXISTING DS TO REMAIN,

TYP

EXISTING DOOR

AND DOOR

HARDWARE TO

REMAIN, TYP

EXISTING WOOD PLANK

FLOORING

EXISTING CONCRETE COLUMN

EXISTING

CONC COL TO

REMAIN, TYP

EXISTING WALL LIGHT TO

REMAIN, TYP

EXISTING SIDEWALK TO

REMAIN

EXISTING

LANDSCAPING

EXISTING

LANDSCAPING

EXISTING

LANDSCAPING

EXISTING TILE FLOORING

TO REMAIN, TYP

(NIC)

(NIC) (NIC)

(FOR THIS SHT ONLY)

SCALE: 1/8"=1'-0"

4' 8' 12' 16' 20' 24'0

PLAN

NORTH

T

R

U

E

N

A

B

C

D

A. SEE SHEET A-601, "WINDOW REFURBISHMENT NOTES"

FOR ADDITIONAL INFORMATION.

B. WHERE COURT FLOORING IS DAMAGED OR DISTURBED

(INCLUDING THE TAPE MARKINGS/ STRIPING) AS A

RESULT OF THE WORK EFFORTS OF THIS PROJECT, THE

CONTRACTOR SHALL REMOVE AND REPLACE THE WOOD

FLOORING OR STRIPING AS RECOMMENDED BY THE

FLOOR COURT MANUFACTURER TO MATCH THE

EXISTING ADJACENT SURFACE. SEE TECHNICAL SPEC

SECTION 09 64 66 FOR ADDITIONAL INFORMATION.

C. GYMNASIUM FLOOR RE-STRIPING WORK SHALL BE LIMITED

TO AREAS WHERE REPLACED / DAMAGED WOOD PLANK

FLOORING OCCURS. ALL EXISTING COURT STRIPING

DISTURBED OR DAMAGED BY THE EFFORTS OF THIS

PROJECT, SHALL BE COLOR-MATCHED AND REPAINTED

ONTO THE EXISTING REPAIRED WOOD PLANK FLOORING

TO MATCH EXISTING . SEE TECHNICAL SPEC SECTION 09 64

66 FOR ADDITIONAL INFORMATION.

D. SEE EXTERIOR ELEVATIONS FOR LOUVER

IDENTIFICATIONS.

(±11 SF)

(±3 SF)

(±3 SF)

(±4 SF)

(±10 SF)

CONTINUOUS SEALANT AT EXISTING

CONCRETE COLUMN / WALL

S O

L I C

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N

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D E

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BLDG 1795

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SIGNATURE

No. 14637

ARCHITECT

PROFESSIONAL

LICENSED

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±20'-0" ±23'-0" ±23'-0" ±20'-0"

±86'-0"

GENERAL SHEET NOTES

SHEET DEMO KEYNOTES

LEGEND / SYMBOL

A

1 2 3 4

B

C

D

E

F

G

EXISTING STORAGE #1

EXISTING STORAGE #2

EXISTING ELEC

EXISTING GYMNASIUM

EXISTING LANAI

EXISTING CONTROL DESK

EXISTING ROOF LINE

ABOVE SHOWN DASHED

EXISTING TRENCH

DRAIN TO REMAIN

EXISTING ROLL UP DOOR

EXISTING DOOR

TO REMAIN, TYP

EXISTING ROLL

UP DOOR

EXISTING

CONC COL TO

REMAIN, TYP

A1

SCALE: 1/8" = 1'-0"

DEMOLITION FLOOR PLAN

AD101

EXISTING CONCRETE COLUMNS

EXISTING WALL

D E

M O

L I T

I O

N

F

L O

R

P

L A

N

EXISTING DS TO REMAIN,

TYP

EXISTING DOOR AND

DOOR HARDWARE TO

REMAIN, TYP

EXISTING GYM

FLOORING TO REMAIN,

UON

(±11 SF)

(±3 SF)

(±3 SF)

EXISTING WALL LIGHT TO

REMAIN, TYP

APPROXIMATE AREA OF WOOD PLANK

FLOORING REPAIR (AREA IN SQ FT)

EXISTING SIDEWALK TO

REMAIN

EXISTING

LANDSCAPING TO

REMAIN

EXISTING

LANDSCAPING TO

REMAIN

EXISTING

LANDSCAPING TO

REMAIN

EXISTING TILE FLOORING

TO REMAIN, TYP

(NIC)

(NIC)

(NIC)

(NIC)

A. SEE DEMOLITION EXTERIOR ELEVATIONS AND STRUCT

DWGS FOR ADDITIONAL DEMOLITION WORK.

B. SEE SHEET A-601, "WINDOW REFURBISHMENT NOTES" FOR

ADDITIONAL INFORMATION.

C. GYMNASIUM FLOOR RE-STRIPING WORK SHALL BE LIMITED

TO AREAS WHERE REPLACED/ DAMAGED WOOD PLANK

FLOORING OCCURS. ALL EXISTING COURT STRIPING

DISTURBED OR DAMAGED BY THE EFFORTS OF THIS

PROJECT, SHALL BE COLOR-MATCHED AND REPAINTED

ONTO THE EXISTING REPAIRED WOOD PLANK FLOORING TO

MATCH EXISTING . SEE TECHNICAL SPEC SECTION 09 64 66

FOR ADDITIONAL INFORMATION.

D. ALL STRIPING ON REPLACED PLANKS SHALL BE

COLOR-MATCHED AND PAINTED. FOR REPLACEMENT PLANK

INFORMATION, SEE TECHNICAL SPEC SECTION 09 64 66

D1. REPAIR WOOD PLANKS IN APPROXIMATE LOCATION, SEE

SHEET A-101 FOR ADDITIONAL INFORMATION

D2. DEMOLISH AND REMOVE ALUMINUM LOUVERS, SEE DEMO

EXTERIOR ELEVATIONS FOR MORE INFORMATION.

D3. DEMOLISH AND REMOVE EXISTING EXTERIOR WALL HARD

TILE BASE AND EXCESS MORTAR, COMPLETE. SMOOTH

SURFACE TO MATCH EXISTING ADJACENT CONCRETE

WALL, PREP TO ACCEPT PAINT.

D4. REMOVE EXISTING 3/4" THICK (VERIFY) WOOD PLANK

FLOORING WITH EXPOSED FASTENERS.

D5. DEMOLISH AND REMOVE EXISTING DOOR THRESHOLD

D6. DEMOLISH AND REMOVE EXISTING INTERIOR WALL HARD

TILE BASE AND EXCESS MORTAR, COMPLETE. SMOOTH

SURFACE TO MATCH EXISTING ADJACENT CONCRETE

WALL, DO NOT PAINT

(FOR THIS SHT ONLY)

D1

D1

(±4 SF)

D1

(±10 SF)

D4

D1

D2

ABV

D2

ABV

D2

ABV

D2

ABV

D2

ABV

D2

ABV

D2

ABV

D2

ABV

EXISTING SLIDING

WINDOW TO REMAIN, TYP,

SEE DEMO ELEVATIONS

FOR ADDITIONAL WORK

EXISTING SLIDING

WINDOW TO REMAIN, TYP,

SEE DEMO ELEVATIONS

FOR ADDITIONAL WORK

SCALE: 1/8"=1'-0"

4' 8' 12' 16' 20' 24'0

PLAN

NORTH

T

R

AD901

XXXX

X

PHOTO REFERENCE

APPROXIMATE PHOTO DIRECTION

PHOTO IDENTIFICATION NUMBER

SHEET REFERENCE

AD901

AD901

AD901

D6

TYP

AD901

D5

D5

D5

DEMO / REMOVE

D3

TYP

DEMO WALL TILE BASE ON EXISTING COLUMNS

D3

TYP

D3 TYP

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

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M A

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SHEET ID

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2 3 4 5 6 7 8 9 10

F

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US Army Corps of Engineers

BLDG 1795

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SIGNATURE

No. 14637

ARCHITECT

PROFESSIONAL

LICENSED

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INDEX TO DRAWINGS

G-002

GENERAL NOTES

1. LAWS AND ORDINANCES: AS USED HEREIN SHALL MEAN ALL COUNTY, STATE AND NATIONAL

CODES, ORDINANCES, STANDARDS, RULES AND REGULATIONS OF ANY NATURE WHICH ARE

PERTINENT TO, OR REGULATORY OVER, THE WORK COVERED BY THE CONTRACT DOCUMENTS

OF THIS PROJECT. ALL CONTRACTORS SHALL COMPLY FULLY WITH ALL APPLICABLE LAWS AND

ORDINANCES. ALL CONSTRUCTION SHALL CONFORM TO THE CURRENT BUILDING CODE AND THE

LATEST BY EACH AGENCY HAVING JURISDICTION OF THE PROJECT.

2. CONFLICT: ANYTHING MENTIONED IN THE SPECIFICATIONS AND NOT SHOWN ON THE DRAWINGS, OR SHOWN ON THE DRAWINGS AND NOT MENTIONED IN THE SPECIFICATIONS SHALL BE OF LIKE

EFFECT AS IF SHOWN OR MENTIONED IN BOTH. IN CASE OF DISCREPANCY IN THE FIGURES, IN

THE DRAWINGS, OR IN THE SPECIFICATIONS, THE MATTER SHALL BE PROMPTLY SUBMITTED TO

THE CONTRACTING OFFICER, WHO SHALL PROMPTLY MAKE A DETERMINATION IN WRITING. ANY

ADJUSTMENT BY THE CONTRACTOR WITHOUT SUCH A DETERMINATION SHALL BE AT ITS OWN

RISK AND EXPENSE. (PER UFC 1-300-09N AND FAR 52.236-21)

3. CONDITIONS OF THE WORK: THE INFORMATION INDICATED ON THE DRAWINGS ARE BASED ON

LIMITED FIELD INVESTIGATIONS AND ON THE AVAILABLE RESOURCES AT THE TIME OF DOCUMENT

PREPARATION. AS A RESULT, THE ACCURACY AND COMPLETENESS OF THE INFORMATION IS NOT

GUARANTEED. THE CONTRACTOR SHALL, THEREFORE VERIFY THE DIMENSIONS SHOWN ON THE

DRAWINGS WITH ACTUAL FIELD MEASUREMENTS, EXAMINE THE JOB SITE, VERIFY ALL FIELD

CONDITIONS AND PROVIDE THE LABOR AND MATERIALS REQUIRED TO COMPLETE THE REQUIRED

WORK. ALL WORK SHALL BE PERFORMED IN A PROFESSIONAL MANNER THAT IS OF ACCEPTABLE

WORKMANSHIP OF THE RESPECTIVE TRADES. THE CONTRACTOR SHALL NOTIFY THE

CONTRACTING OFFICER, PRIOR TO THE COMMENCEMENT OF WORK, IF THERE ARE ANY

DIMENSIONAL DISCREPANCIES, OR IF THERE ARE ANY CONDITIONS THAT EXIST WHICH MAY

PREVENT THE CONTRACTOR'S PERFORMANCE OF WORK, AND/OR OF ANY AND ALL ADDITIONAL

WORK THAT MAY BE REQUIRED AS A RESULT OF THE OBSERVED CONDITIONS.

4. OMISSIONS: OMISSIONS OF THE DRAWINGS, OR SPECIFICATIONS, OR THE OMISSIONS OF

DETAILS OF WORK WHICH ARE MANIFESTLY NECESSARY TO CARRY OUT THE INTENT OF THE

DRAWINGS AND SPECIFICATIONS, OR WHICH ARE CUSTOMARILY PERFORMED, SHALL NOT

RELIEVE THE CONTRACTOR FROM PERFORMING SUCH OMITTED, OR INCORRECTLY DESCRIBED

DETAILS OF THE WORK, BUT SHALL BE PERFORMED AS IF FULLY AND CORRECTLY SET FORTH

AND DESCRIBED IN THE DRAWINGS AND SPECIFICATIONS. THE CONTRACTOR SHALL NOTIFY THE

CONTRACTING OFFICER, VERBALLY OF SUCH OMISSIONS AND PROVIDE A WRITTEN STATEMENT

OF THE OMISSIONS WITHIN (5) WORKING DAYS OF VERBAL NOTIFICATION.

5. INTENT OF THE DRAWINGS: THE DRAWINGS ARE INTENDED TO DEFINE AND ESTABLISH THE

PHYSICAL REQUIREMENTS OF THE PROJECT, I.E., THE DESIGN, LOCATIONS AND DIMENSIONS OF

THE WORK, BASED ON RECOGNIZED STANDARDS, EVEN IF NOT ACTUALLY SHOWN, BUT

REASONABLY INFERRED. ALL WORK SHOWN IS "NEW" UNLESS OTHERWISE NOTED AS "EXISTING."

THE CONTRACTOR SHALL REVIEW AND VERIFY THE INFORMATION ON ALL DRAWINGS BEFORE

PERFORMING THE WORK AND NOTIFY THE CONTRACTING OFFICER, OF ANY DISCREPANCIES. THE

CONTRACTOR SHALL COORDINATE THE WORK OF ALL SUBCONTRACTORS/TRADES TO ACHIEVE

THE DESIGN INTENT AND SPECIFIED REQUIREMENTS AND IS RESPONSIBLE TO COMPLETE ANY

AND ALL WORK ASSOCIATED WITH SUCH COORDINATION.

6. COMPLETION OF THE WORK: THE CONTRACTOR SHALL IN THE WORK OF ALL TRADES, PERFORM

ANY AND ALL CUTTING, PATCHING, REPAIRING, RESTORING AND THE LIKE NECESSARY TO

COMPLETE THE WORK AND RESTORE ANY DAMAGED OR AFFECTED SURFACES RESULTING FROM

THE WORK OF THIS CONTRACT TO THEIR ORIGINAL CONDITION TO THE SATISFACTION OF THE

CONTRACTING OFFICER. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES OF CONSTRUCTION, INCLUDING, BUT NOT LIMITED

TO SAFETY PRECAUTION.

7. CLEAN UP: THE CONTRACTOR SHALL CLEAN AND REMOVE ANY TRASH, DIRT, DEBRIS AND

SPILLAGE ARISING FROM THE WORK DAILY, INCLUDING: CLEANING OF DIRT, PUTTY, PAINT, DUST, ETC. FROM AREAS, COUNTER TOPS, DOOR AND WINDOW FACES AND FRAMES.

8. DIMENSIONS: UNLESS OTHERWISE NOTED IN THE CONSTRUCTION DOCUMENTS, ALL

DIMENSIONS ARE TAKEN TO THE FACE OF EXISTING STRUCTURE, OR FACE OF CONSTRUCTION.

WRITTEN DIMENSIONS PREVAIL, DO NOT SCALE DRAWINGS. SHOULD DIMENSIONAL

DISCREPANCIES BE FOUND, CONTACT CONTRACTING OFFICER FOR CLARIFICATION PRIOR TO

PROCEEDING WITH THE WORK.

9. PREVENT DAMAGE: THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PREVENT

DAMAGE TO EXISTING AND COMPLETED STRUCTURES AND SHALL BE FULLY RESPONSIBLE FOR

ANY DAMAGE TO EXISTING STRUCTURES CAUSED BY HIS OPERATIONS.

10. DO NOT BLOCK EXITS: THE CONTRACTOR SHALL NOT BLOCK OR OBSTRUCT ANY EXIT WAYS

DURING THE EXECUTION OF WORK THROUGHOUT THIS PROJECT.

11. EXISTING UTILITIES: THE CONTRACTOR SHALL COORDINATE AND VERIFY THE LOCATIONS OF ALL

UNDERGROUND OR OVERHEAD UTILITY LINES TO AVOID CONFLICTS DURING ALL STAGES OF

CONSTRUCTION.

12. HAZARDOUS MATERIALS: THE GOVERNMENT WILL TEST ANY UNFORESEEN ASBESTOS

CONTAINING OR ANY OTHER HAZARDOUS MATERIAL ENCOUNTERED OR SUSPECTED, AND

DEPENDING ON THE RESULTS THE GOVERNMENT MAY ISSUE A MOD FOR ABATEMENT AND

DISPOSAL. BURNING OF ANY DEBRIS IS NOT PERMITTED. EXPLOSIVES ARE NOT ALLOWED.

HAZARDOUS MATERIAL SHALL BE ADDRESSED UNDER THIS WORK AND BASED ON THE SURVEY

RESULTS.

13. WOOD: ALL NEW WOOD SHALL BE TERMITE TREATED. ALL PAINT ON WOOD SURFACES SHALL

CONTAIN A MILDEWCIDE ADDITIVE.

14. DISSIMILAR METAL PROTECTION: THE CONTRACTOR SHALL PROVIDE DISSIMILAR METAL

PROTECTION.

15. SAFE OPERATIONS: THE CONTRACTOR SHALL ENSURE THAT ANY AND ALL CONSTRUCTION

ACTIVITIES DO NOT IMPACT OR INTERFERE WITH NORMAL OR SAFE OPERATIONS AT THE

PROJECT SITE.

16. RENOVATION WORK: THE CONTRACTOR SHALL PROPERLY SHORE BUILDING WALLS, CEILINGS

AND ANY OTHER COMPONENTS AFFECTED BY RENOVATION AS REQUIRED TO MAINTAIN A SAFE

AND STABLE STRUCTURE.

17. DEMOLITION WORK: MATERIALS RESULTING FROM THE DEMOLITION WORK SHALL BECOME THE

PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF IN ACCORDANCE WITH

APPLICABLE FEDERAL, STATE AND LOCAL LAWS, RULES AND REGULATIONS.

18. SOUND AND NOISE CONTROL: THE CONTRACTOR SHALL NOTIFY AND COORDINATE WITH THE

CONTRACTING OFFICER ALL WORK THAT WILL GENERATE EXCESSIVE NOISE WHICH MAY

DISRUPT THE FUNCTIONS OF ALL SURROUNDING ACTIVITIES, INCLUDING ADJACENT BUILDINGS.

19. DEFINITIONS: "FURNISH" MEANS "FURNISH ONLY". MATERIALS OR ITEMS TO BE FURNISHED

SHALL BE CONSIGNED TO THE CONTRACTOR AND DELIVERED TO THE SITE. "INSTALL" MEANS

"INSTALL ONLY" FURNISHED MATERIALS OR ITEMS. SUCH MATERIALS OR ITEMS SHALL BE

RECEIVED AT THE SITE, UNLOADED, STORED, PROTECTED, AND INSTALLED IN PLACE, INCLUDING

FINAL CONNECTION, UNLESS SUCH WORK IS SPECIFICALLY EXCLUDED. "PROVIDE" MEANS

"FURNISH AND INSTALL" COMPLETE, IN PLACE AND READY FOR USE, INCLUDING FINAL

CONNECTIONS. WORDS "CONTRACTOR SHALL" ARE IMPLIED AND SHALL BE SO UNDERSTOOD

WHEREVER A DIRECTION IS STATED IN IMPERATIVE MOOD AND DIRECTION "PROVIDE" IS USED.

UNLESS SPECIFICALLY STATED AS "EXISTING", ALL MATERIALS SHALL BE NEW IN ALL CASES

WHEN NOTES ARE ADDED TO DRAWINGS. ALSO, USES OF "FURNISH" AND "PROVIDE"

AUTOMATICALLY MEANS "NEW" UNLESS SPECIFICALLY STATED AS "EXISTING".

20. CONTRACTOR SAFETY: THE CONTRACTOR IS REQUIRED TO HAVE A WRITTEN COMPANY SAFETY

POLICY MANUAL AND SHALL COMPLY WITH ALL FEDERAL, STATE, AND LOCAL SAFETY LAWS AND

REGULATIONS GOVERNED UNDER THE EM385-1-1, (SAFETY AND HEALTH REQUIREMENTS

MANUAL). THE CONTRACTOR SHALL TAKE ALL NECESSARY AND PRUDENT PRECAUTIONS AND

SAFETY MEASURES WHEN WORKING ON ANY PORTIONS OF THE BUILDING IN ELEVATED OFF

GROUND/ FLOOR CONDITIONS.

21. USER SAFETY: THE CONTRACTOR SHALL NOTE THAT ADJACENT BUILDINGS WILL BE IN USE

DURING CONSTRUCTION. CONTRACTOR SHALL BARRICADE WORK AREAS PER SPECIFICATIONS

AND TAKE OTHER APPROPRIATE MEASURES AS REQUIRED BY THE USER TO PROTECT THE

USERS AND THE PUBLIC DURING CONSTRUCTION.

22. NOISE: THE CONTRACTOR WILL BE SUBJECT TO NOISE CONTROL REQUIREMENTS OF THE USER.

THESE REQUIREMENTS MAY AFFECT SCHEDULING AND WORK PERFORMANCE.

23. EXISTING SITE CONDITIONS AND EXISTING LANDSCAPING: THE CONTRACTOR SHALL FIELD

VERIFY ALL SITE CONDITIONS PRIOR TO BIDDING ON THE PROJECT, INCLUDING BUT NOT LIMITED

TO, THE EXISTING TOPOGRAPHY, TREES, SHRUBS, LANDSCAPING, AND OTHER CONDITIONS

SURROUNDING THE EXISTING BUILDING WHICH MAY AFFECT THE WORK. BASED UPON THE

EXISTING CONDITIONS, THE CONTRACTOR SHALL PROVIDE APPROPRIATE WORK METHODS.

EXISTING LANDSCAPING IS NOT SHOWN ON THE DRAWINGS. TREE TRIMMING BY THE

CONTRACTOR IS NOT REQUIRED. HOWEVER, SHOULD THE CONTRACTOR TRIM/PRUNE TREES,

THIS FEATURE OF WORK SHALL BE UNDER THE SUPERVISION OF A CERTIFIED ARBORIST WITH A

MINIMUM OF THREE YEARS OF RELATED EXPERIENCE, TO BE PROVIDED BY THE CONTRACTOR.

24. REPAIR LANDSCAPING: THE CONTRACTOR, AT THEIR SOLE EXPENSE, SHALL REPAIR ALL

LANDSCAPING (INCLUDING SOIL, WALKWAYS, PAVEMENTS, AND CURBING) WHICH ARE DAMAGED

DURING THE WORK..

25. TREE PROTECTION ZONE FENCING: TREE PROTECTIVE ZONE FENCING AROUND EXISTING TREES

SHALL BE INSTALLED PRIOR TO COMMENCING CONSTRUCTION OPERATIONS. FENCING SHALL

CONSIST OF ORANGE COLORED PLASTIC FENCING MATERIAL AND SHALL BE FOUR-FEET HIGH.

SIX-FOOT METAL POSTS (DRIVEN TWO-FEET DEEP) SHALL BE EVENLY SPACED AT TEN-FEET O.C.

MAXIMUM. THE ORANGE PLASTIC FENCING MATERIAL SHALL BE SECURELY FASTENED TO THE

POSTS TO MINIMIZE SAGGING BETWEEN THE POSTS. ATTACH REQUIRED SIGNAGE TO FENCE

MATERIAL.

26. MULCH: INSTALL FOUR-INCH LAYER OF ORGANIC MULCH WITHIN TREE PROTECTION ZONE (TPZ).

NO HEAVY EQUIPMENT IS ALLOWED INSIDE TPZ. MULCH SHALL NOT EXCEED FOUR-INCH

PARTICLE SIZE.

27. LIMITATION OF CONSTRUCTION ACTIVITIES BENEATH TREE CROWN AND OUTSIDE OF THE TREE

PROTECTION ZONE FENCING: ALL CONTRACTORS SHALL LIMIT ACTIVITIES UNDER THE CROWN OF

TREES TO ONLY THOSE ACTIVITIES EXPLICITLY REQUIRED TO COMPLETE THE CONSTRUCTION

ACTIVITIES AS SPECIFIED UNDER AND/OR ADJACENT TO TREE CROWNS. MATERIAL STOCKPILING, VEHICLE PARKING, TEMPORARY ROADWAYS, CONSTRUCTION MATERIAL MIXING OR DUMPING, PORTABLE LATRINES AND FIELD OFFICES SHALL NOT BE TEMPORARILY OR PERMANENTLY

LOCATED UNDER TREE CROWNS EXCEPT IN AREAS WITH PRE-EXISTING PAVING AND/OR IN

AREAS SPECIFICALLY APPROVED BY THE CONTRACTING OFFICER.

28. FUGITIVE DUST: THE CONTRACTOR SHALL TAKE REASONABLE PRECAUTIONS TO MINIMIZE

FUGITIVE DUST GENERATED FROM CONSTRUCTION ACTIVITIES. PLEASE SEE HAWAII

ADMINISTRATIVE RULES 11-60.1-33, "FUGITIVE DUST" FOR A DESCRIPTION OF REASONABLE

PRECAUTIONS: HTTP://HEALTH.HAWAII.GOV/OPPPD/FILES/2015/06/11-60.1.PDF

29. PAINTING: IN THE EVENT CONDITIONS ARISE WHERE PAINTING SCOPE OF WORK IS NOT CLEARLY

DEFINED, THE GREATER QUALITY AND QUANTITY SHALL PREVAIL AND BE PROVIDED BY THE

CONTRACTOR AT NO ADDITIONAL COSTS. ALL EXPOSED STEEL, WHETHER LEFT EXPOSED

INTENTIONALLY OR UNINTENTIONALLY, WHETHER FACTORY PRIMED OR UN-PRIMED, SHALL BE

INSPECTED FOR RUST OR DAMAGES, AND SURFACE PREPARED (PER PAINT MANUFACTURER'S

RECOMMENDATIONS), AND SHALL BE TREATED WITH A COMMERCIAL GRADE RUST INHIBITOR.

THE FINISH PAINTING OF THESE SURFACES SHALL BE PER SPECIFICATIONS. SHOULD THE

CONTRACTOR DISCOVER UNDERLYING AND EXTENSIVE DAMAGE SURFACES, THE CONTRACTOR

SHALL IMMEDIATELY DOCUMENT AND SUBMIT IN WRITING, A REQUEST FOR INFORMATION ("RFI")

FOR FURTHER DIRECTIONS PRIOR TO PROCEEDING IN THE AFFECTED AREA.

30. EXTERIOR UPPER ROOF CEILING PANELS: SHOULD THE CONTRACTOR DISCOVER WARPED,

MISSING, AND/OR LOOSE CEILING PANELS, THE CONTRACTOR SHALL IMMEDIATELY DOCUMENT

AND INFORM THE GOVERNMENT OF THE CONDITION.

ARCHITECTURAL SYMBOLS

DETAIL REFERENCING

DRAWING NUMBER

SHEET NUMBER

SECTION REFERENCING

DRAWING NUMBER

SHEET NUMBER

TITLE

SCALE: 1/4" = 1'-0"

A

A-

DRAWING TITLE

A-

GRID IDENTIFIER

(HORIZONTAL)

GRID IDENTIFIER

(VERTICAL)

WINDOW IDENTIFICATION

NUMBER

A

L

LOUVER IDENTIFICATION

NUMBER

A-

ABV ABOVE

ALUM ALUMINUM

BLDG BUILDING

COL COLUMN

CONC CONCRETE

COSA CONSTRUCTION OFFICE

STORAGE AREA

DEMO DEMOLISH/

DEMOLITION

DS DOWNSPOUT

DWG DRAWING

ELEC ELECTRICAL

INFO INFORMATION

MET METAL

NIC NOT IN CONTRACT

NTS NOT TO SCALE

PLYWD PLYWOOD

RCP REFLECTED CEILING

PLAN

RD ROAD

RO ROUGH OPENING

SCHED SCHEDULE

SF/SQ FT SQUARE FEET

SHT(S) SHEET(S)

STRUCT STRUCTURAL

TYP TYPICAL

UON UNLESS OTHERWISE

NOTED

# NUMBER; POUND

& AND

ARCHITECTURAL ABBREVIATIONS

GENERAL

SHEET

NO. SHEET ID. SHEET TITLE

GENERAL

1 G-001 PROJECT TITLE, OAHU MAP, LOCATION MAP, SITE PLAN, PROJECT TEAM, PROJECT SCOPE, PROJECT

SUBMITTAL

2 G-002 GENERAL NOTES, INDEX TO DRAWINGS, ARCHITECTURAL ABBREVIATIONS, SYMBOLS

STRUCTURAL

SHEET

NO. SHEET ID. SHEET TITLE

3 S-001 GENERAL NOTES, REPAIR SCHEDULE, TYPICAL REPAIR DETAILS

4 S-201 REPAIR ELEVATIONS

ARCHITECTURAL

SHEET

NO. SHEET ID. SHEET TITLE

5 AD101 DEMOLITION FLOOR PLAN

6 AD201 DEMOLITION EXTERIOR ELEVATIONS

7 AD901 EXISTING REFERENCE PHOTOS

8 A-101 FLOOR PLAN

9 A-102 REFLECTED CEILING PLAN AND UPPER ROOF REFLECTED CEILING PLAN

10 A-201 EXTERIOR ELEVATIONS

11 A-202 INTERIOR ELEVATIONS

12 A-601 LOUVER SCHEDULE AND TYPES, WINDOW SCHEDULE AND TYPES, FINISH AND MATERIAL SCHEDULE

13 A-602 LOUVER DETAILS, WINDOW DETAILS, MISCELLANEOUS DETAILS

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ROOM IDENTIFICATION

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MATERIAL FINISH

TAG

ROOM NAME

ROOM NUMBER

(SEE MATERIAL FINISH

SCHEDULE, FOR ADDITIONAL

INFORMATION)

(SEE WINDOW

SCHEDULE, FOR

ADDITIONAL

INFORMATION)

(SEE LOUVER SCHEDULE,

FOR ADDITIONAL

INFORMATION)

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US Army Corps of Engineers

BLDG 1795

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SIGNATURE

No. 14637

ARCHITECT

PROFESSIONAL

LICENSED

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DETAIL

REPAIR SCHEDULE

DESCRIPTION

A3/S-001

A3/S-001

REPAIR MARK AND ESTIMATED QUANTITIES

CRACK GREATER THAN

0.010" AND LESS THAN

0.125" (L.F.)

CRACK GREATER THAN

OR EQUAL TO 0.125" (L.F.)

R1

NOTES:

1. REPAIR SHALL BE SQUARE OR RECTANGULAR IN SHAPE. DO NOT

DAMAGE REINFORCING STEEL WHEN SAWCUTTING.

2. CONCRETE SURFACE TO RECEIVE REPAIR MORTAR SHALL BE

ROUGHENED TO 18" AMPLITUDE.

3. CLEAN EXPOSED REINFORCING BY HAND OR WITH POWER TOOLS SO IT IS

FREE OF LOOSE RUST AND OTHER LAITANCE PER SSPC-SP2 OR

SSPC-SP3.

4. COAT EXPOSED REINFORCING WITH 2 COATS OF BONDING AGENT. EACH

COAT SHALL BE 20 MILS THICK.

5. COAT CONCRETE SURFACE WITH 20 MIL THICK BONDING AGENT.

SURFACE SHALL BE SATURATED SURFACE DRY (SSD) AND CLEANED FREE

OF LAITANCE, DUST AND OTHER BOND INHIBITNG MATERIAL.

6. THICKNESS OF LAYERS OF REPAIR MORTAR SHALL BE AS LIMITED BY THE

MANUFACTURER. SCRATCH SURFACE OF INTERMEDIATE LAYERS TO

RECEIVE ADDITIONAL LAYERS.

7. REPAIR AREA SHALL BE CURED A MINIMUM OF 14 DAYS BEFORE THE

SURFACE IS PRIMED AND PAINTED.

CONCRETE

SURFACE

OUTLINE OF

CONCRETE SPALL

1" MIN ALL

AROUND

EXISTING

REINFORCING

STEEL

SURFACE PROFILE

P A

T C

H

IN

G M

A T

E R

IA

L L

IM

IT

S

E X

IS

T

IN

G

H O

L L O

W

S O

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IN

G L

IM

IT

S

LIMITS OF

EXISTING

SPALL OR

DELAMINATION

4" MIN ANNULAR

SPACE BEHIND

EXISTING

REBARS,

TYP

4"

SECTION

SAWCUT 12" DEEP, MIN

AND CHIP AWAY

CONCRETE TO SOUND

SUBSTRATE. PROVIDE 3 4"

MIN SPACE BEHIND ANY

EXPOSED REBARS.

C3

TYPICAL CONCRETE SPALL REPAIR DETAIL

NOT TO SCALE

(E) CONCRETE

WALL

NOTES:

1. PREPARE SURFACE BY REMOVING DUST,

LAITANCE, GREASE, CURING COMPOUNDS, WAXES,

IMPREGNATIONS, FOREIGN PARTICLES,

EFFLORESCENCE AND OTHER BOND INHIBITING

MATERIALS FROM THE SURFACE ADJACENT TO

CRACKS BY MECHANICAL MEANS.

2. REMOVE LOOSE DEBRIS WITH OIL FREE

COMPRESSED AIR.

3. SUBSTRATE SHALL BE SATURATED SURFACE DRY

(SSD) WITH NO STANDING WATER PRIOR TO

APPLICATION OF CRACK SEALANT.

(E) CRACK (E) CRACK

4" MIN

CRACKS GREATER THAN OR EQUAL TO 0.125"

P

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M

IN

M

IN

ROUTE 18" MIN

WIDE GROOVE AND

APPLY SEAL COAT

OF EPOXY OVER

CRACK. INSTALL

INJECTION PORTS

AND PRESSURE

INJECT CRACK

SEALANT

APPLY SEAL COAT

OF EPOXY OVER

CRACK. INSTALL

INJECTION PORTS

AND PRESSURE

INJECT CRACK

SEALANT

CRACKS GREATER THAN 0.010"

AND LESS THAN 0.125"

(E) CONCRETE

WALL

(E) CONCRETE

WALL

P R

E P

A R

E S

U R

F A

C E

M

IN

M

IN

A3

TYPICAL CONCRETE CRACK REPAIR DETAIL

NOT TO SCALE

F3

REPAIR SCHEDULE

NOT TO SCALE

GENERAL:

A. WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE

BUILDING CODE AS STATED BELOW. HOWEVER, WHERE

REFERENCE IS MADE TO PERFORMANCE CONFORMING TO

OTHER STANDARDS THE MORE STRINGENT SHALL APPLY.

1. THE DEPARTMENT OF DEFENSE, UFC 1-200-01, 8

OCTOBER 2019, INCLUDING CHANGE 1, 1 OCTOBER 2020:

AMENDED IBC, 2018

B. THE CONTRACTOR SHALL COMPARE ALL THE CONTRACT

DOCUMENTS WITH EACH OTHER AND REPORT IN WRITING TO

THE CONTRACTING OFFICER ALL INCONSISTENCIES AND

OMISSIONS.

C. THE CONTRACTOR SHALL TAKE FIELD MEASUREMENTS AND

VERIFY FIELD CONDITIONS AND SHALL COMPARE SUCH FIELD

MEASUREMENTS AND CONDITIONS WITH THE DRAWINGS

BEFORE COMMENCING WORK. REPORT IN WRITING TO THE

CONTRACTING OFFICER ALL INCONSISTENCIES AND

OMISSIONS.

D. THE CONTRACTOR SHALL BE RESPONSIBLE FOR

COORDINATING THE WORK OF ALL TRADES.

E. THE CONTRACTOR SHALL BE RESPONSIBLE FOR METHODS OF

CONSTRUCTION, WORKMANSHIP AND JOB SAFETY. THE

CONTRACTOR SHALL PROVIDE TEMPORARY SHORING AND

BRACING AS REQUIRED FOR STABILITY OF STRUCTURAL

MEMBERS AND SYSTEMS.

F. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION

OF THE ADJACENT PROPERTIES, STRUCTURES, STREETS AND

UTILITIES DURING THE CONSTRUCTION PERIOD.

G. DETAILS NOTED AS TYPICAL ON THE STRUCTURAL DRAWINGS

SHALL APPLY IN ALL CONDITIONS UNLESS SPECIFICALLY

SHOWN OR NOTED.

H. IF SCAFFOLDS OR EQUIPMENT/LIFTS ARE TO BE PLACED ON

THE RAISED FLOOR, CALCULATIONS STAMPED BY A

STRUCTURAL ENGINEER LICENSED TO PRACTICE IN THE

STATE OF HAWAII SHOWING THE SLAB IS ADEQUATE FOR THE

LOADS IMPOSED SHALL BE SUBMITTED FOR APPROVAL TO

THE CONTRACTING OFFICER.

CONCRETE REPAIR:

A. BONDING AGENT AND REINFORCING ANTI-CORROSION

COATING:

1. BONDING AGENT AND REINFORCING ANTI-CORROSION

COATING SHALL BE EPOXY-MODIFIED, CEMENTITIOUS

MATERIAL THAT SERVES BOTH AS A BONDING AGENT FOR

THE REPAIR MORTAR AND AN ANTI-CORROSION COATING

FOR REINFORCING.

2. FOLLOW MANUFACTURER’S SPECIFICATIONS FOR

RECOMMENDED TIME BETWEEN APPLICATION OF

BONDING AGENT AND PATCHING MORTAR.

3. THE MINIMUM BOND STRENGTH PROVIDED BY THE

BONDING AGENT SHALL BE 2,400 PSI AFTER 14 DAYS

(ASTM C882/C882M).

B. REPAIR MORTAR:

1. REPAIR MORTAR SHALL BE POLYMER-MODIFIED CEMENT

MORTAR, BE SUITABLE FOR HORIZONTAL, VERTICAL AND

OVERHEAD SURFACES, AND CONTAIN FIBER

REINFORCING AND CORROSION INHIBITOR.

2. THE MINIMUM COMPRESSIVE STRENGTH SHALL BE 5,500

PSI AFTER 28 DAYS (ASTM C109/C109M).

3. THE MINIMUM BOND STRENGTH SHALL BE 2,000 PSI AFTER

28 DAYS (ASTM C882/C882M).

4. REPAIR MORTAR AND BONDING AGENT/REINFORCEMENT

PROTECTIONS SHALL BE SUPPLIED BY THE SAME

MANUFACTURER AND SHALL BE FULLY COMPATIBLE WITH

EACH OTHER.

C. CRACK REPAIR SEALANT:

1. REPAIR SEALANT SHALL BE TWO COMPONENT, HIGH

MODULUS, LOW VISCOSITY, EPOXY RESIN ADHESIVE.

2. THE MINIMUM BOND STRENGTH PROVIDED BY THE

BONDING AGENT SHALL BE 4,000 PSI AFTER 2 DAYS (ASTM

C882/C882M).

D. REPAIR PRODUCTS SHALL BE INSTALLED IN ACCORDANCE

WITH THE MANUFACTURER'S PUBLISHED INSTRUCTIONS.

E. THE CONTRACTOR SHALL RESTORE TO THEIR ORIGINAL

CONDITION OR BETTER ALL IMPROVEMENTS DAMAGED AS A

RESULT OF THE REPAIR WORK.

F. ALL REPAIR WORK SHALL MATCH ADJACENT SURFACES IN

COLOR, TEXTURE AND ARCHITECTURAL DESIGN.

G. LOCATIONS AND QUANTITIES OF CONCRETE DEFICIENCIES

ARE SHOWN TO PROVIDE AN ESTIMATE OF THE EXTENT AND

TYPE OF REPAIR THAT EXISTS. PRIOR TO THE START OF

CONSTRUCTION THE CONTRACTOR SHALL SOUND CONCRETE

SURFACES TO IDENTIFY AND LOCATE LOOSE OR

DELAMINATED CONCRETE AND CRACKS. ALL DISCOVERED

DEFICIENCIES SHALL BE RECORDED ON SHOP DRAWINGS AND

SUBMITTED TO THE CONTRACTING OFFICER FOR REVIEW.

H. SHOP DRAWINGS SUBMITTED SHALL INCLUDE DATE AND TIME

OF INSPECTION, LOCATIONS OF DEFICIENCY, SQUARE FEET

OF SPALLED AREA, AND WIDTH AND LINEAL FEET OF CRACKS.

SHOP DRAWINGS SHALL ALSO INCLUDE A TOTAL SUMMARY OF

SQUARE FEET OF SPALL REPAIR AND LINEAL FEET OF CRACK

REPAIR SIMILARLY AS SHOWN ON THE REPAIR SCHEDULE.

I. CONTRACTOR SHALL PERIODICALLY MONITOR THE SPALLS

AND CRACKS NOTED IN THEIR SHOP DRAWINGS DURING

CONSTRUCTION AND NOTIFY THE CONTRACTING OFFICER IN

WRITING ANY INCREASE IN SIZE OF EXISTING SPALLS AND

CRACKS AND THE OCCURRENCE OF NEW DEFICIENCIES.

SPALL (S.F.) C3/S-001

R2

R3

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R6

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R8

R9

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R11

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R15

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R17

R18

R19

R20

R21

R22

R23

R31

R32

R33

R34

R35

R36

R37

R38

R39

R40

R41

R42

R43

R44

R45

R46

R47

CONTINGENCY TOTAL

R48

S-001

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