B09_MALU_293291_Amendment_0013_Drawings_0013.pdf

SheetMark REVISION Date Initial

Sheet 11/27/24 AM

AMENDMENT 0013:

FINISHES, SITE ACCESS

1ARCH:

DHM DESIGN - 140P2023F0258

GWWO, INC.

BALTIMORE, MD

CIVIL:

CALIBRE

HIGHLANDS RANCH,

MECHANICAL:

360 ENGINEERING

GOLDEN, CO

LANDSCAPE:

DHM DESIGN

DENVER, CO

STRUCTURAL:

GWWO, INC.

BALTIMORE, MD

ELECTRICAL:

AE DESIGN

DENVER, CO

CO

04/26/2

11/27/2024 amenendez Image

04/26/2024

293291

188079

MARTIN LUTHER KING, JR. NATIONAL HISTORIC PARK

REHABILITATE VISITOR CENTER AND HEADQUARTERS

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DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO. DRAWING NO.

OF

TITLE OF SHEETA/E FIRM

PRIME:

DHM DESIGN

DENVER, CO

LAND ARCH:

DHM DESIGN

DENVER, CO

PKG.

NO. SHEET

DRAWING INDEX

GENERAL NOTES

ABBREVIATIONS 2

DHM

DHM

DHM

G0.1

& AND

' FEET

" INCHES

% PERCENT

± PLUS OR MINUS

# NUMBER

ABAAS ARCH BARRIERS

ACT ACCESSIBILITY

STANDARDS

APPROX APPROXIMATELY

ARCH ARCHITECTURE

BLDG BUILDING

CONC. CONCRETE

C.O. CONTRACTING

OFFICER

DEMO DEMOLITION

Ø DIAMETER

ELEC ELECTRIC

EX. EXISTING

FFE FINISHED FLOOR

ELEVATION

HP HIGH POINT

HT HEIGHT

LOC LIMITS OF

CONSTRUCTION

LP LOW POINT

MAX MAXIMUM

MISC MISCELLANEOUS

N NORTH

N/A NOT APPLICABLE

NTS NOT TO SCALE

NPS NATIONAL PARK

SERVICE

PTD PAINTED

QTY QUANTITY

R RADIUS

RD ROAD

RE: REFERENCE

SPECS. SPECIFICATIONS

SS STAINLESS STEEL

SF SQUARE FEET

TMU TEMPORARY MOBILE

UNIT

TYP. TYPICAL

W/ WITH

GENERAL NOTES

1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING

THEMSELVES WITH THE CONTRACT DOCUMENTS, VERIFYING FIELD

CONDITIONS AND DIMENSIONS, AND CONFIRMING THAT THE WORK

MAY BE ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING WITH

CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE CONTRACTING

OFFICER IN WRITING OF ANY DISCREPANCY WITHIN THE CONTRACT

DOCUMENTS AND REQUEST CLARIFICATION PRIOR TO PROCEEDING

WITH CONSTRUCTION.

2. CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION

AS DESIGNED WHEN IT IS OBVIOUS THAT UNKNOWN OBSTRUCTIONS,

AREA DISCREPANCIES AND/OR GRADE DIFFERENCES EXIST. SUCH

CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION

OF THE CONTRACTING OFFICER. THE CONTRACTOR SHALL ASSUME

FULL RESPONSIBILITY FOR ALL NECESSARY REVISIONS DUE TO

FAILURE TO GIVE SUCH NOTIFICATIONS.

3. THE LOCATIONS OF EXISTING UTILITIES ARE SHOWN IN THE

APPROXIMATE LOCATION. NOT ALL UTILITIES MAY BE SHOWN. THE

CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL

EXISTING UTILITIES WHETHER SHOWN OR NOT BEFORE COMMENCING

WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING

AND DETERMINING EXACT LOCATIONS, DIMENSIONS, DEPTHS, AND

MATERIALS AT TIME OF CONSTRUCTION. THE CONTRACTOR SHALL

VERIFY THE LOCATION OF ALL EXISTING UTILITIES FAR ENOUGH IN

ADVANCE OF NEW CONSTRUCTION TO ALLOW FOR POSSIBLE GRADE,

DEPTH, ALIGNMENT, OR MATERIAL CHANGES. THE CONTRACTOR

SHALL PROTECT EXISTING UTILITIES DURING ALL DEMOLITION AND

CONSTRUCTION OPERATIONS. CONTRACTOR SHALL TAKE SOLE

RESPONSIBILITY FOR COSTS INCURRED DUE TO DAMAGE AND

REPLACEMENT OF UTILITIES TO REMAIN. THE CONTRACTOR SHALL

IMMEDIATELY CONTACT OWNER UPON DISCOVERY OF A UTILITY

DISCREPANCY OR CONFLICT AT LEAST ONE WEEK PRIOR TO

CONSTRUCTION.

4. DIMENSIONS SHOWN ON THE DRAWINGS ARE APPROXIMATE. DO NOT

SCALE THE DRAWINGS; MAY RESULT IN DISCREPANCIES. THE

CONTRACTOR IS RESPONSIBLE TO VERIFY THE DIMENSIONS IN THE

FIELD BEFORE PROCEEDING. NOTIFY THE CONTRACTING OFFICER

IMMEDIATELY OF ANY INCONSISTENCY BETWEEN THE CONDITIONS

FOUND AND THOSE SHOWN ON DRAWINGS.

5. THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY

RESPONSIBLE FOR CONDITIONS AT AND ADJACENT TO THE JOB SITE,

INCLUDING SECURITY AND SAFETY OF ALL PERSONS AND PROPERTY

DURING THE PERFORMANCE OF THE WORK. THE CONTRACTOR SHALL

ERECT AND MAINTAIN ALL PROTECTIVE DEVICES AS NECESSARY OR

REQUIRED TO PROTECT ALL PERSONS ON THE SITE THROUGHOUT

THE DURATION OF THE PROJECT.

6. DAMAGE TO NATURAL AREAS, EXISTING GRADES, VEGETATION,

PAVEMENTS, UNDERGROUND UTILITIES, AND OTHER IMPROVEMENTS

AND AREAS OF PROTECTION, CAUSED DURING WORK UNDER THIS

CONTRACT, SHALL BE REPAIRED TO ORIGINAL CONDITION OR BETTER

AT NO ADDITIONAL COST TO THE GOVERNMENT.

7. THE SCOPE OF THE WORK IS DEFINED IN THE CONTRACT

DOCUMENTS. THE CONTRACT DOCUMENTS INCLUDE THE

CONSTRUCTION DRAWINGS AND THE SPECIFICATIONS. REFERENCE

TO BOTH IS REQUIRED.

8. EXECUTION OF THE WORK SHALL BE THE RESPONSIBILITY OF THE

PRIME CONTRACTOR AND SHALL BE COORDINATED WITH NPS

CONTRACTING OFFICER.

9. THE WORK OF ALL TRADES SHALL CONFORM TO CURRENT

APPLICABLE FEDERAL, STATE, AND LOCAL ORDINANCES IN FORCE.

10. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK,

COORDINATION AND COSTS ASSOCIATED WITH TEMPORARY UTILITY

SERVICES FOR CONSTRUCTION TRAILERS AND CONSTRUCTION

ACTIVITIES, INCLUDING BUT NOT LIMITED TO; UTILITY CONNECTIONS,

METERS AND GENERATORS.

11. PRIOR TO CONSTRUCTION, CONTRACTOR IS TO COMPLETE PRE

CONSTRUCTION MEETINGS AND PROVIDE PROTECTION, ACCESS AND

MAINTENANCE PLANS AND SCHEDULES FOR THE CONTRACTING

OFFICER'S APPROVAL OF ALL EQUIPMENT AND FOOT TRAFFIC

CONSTRUCTION ACCESS, ROUTES, METHODS, PLANS AND

SCHEDULES, INCLUDING BUT NOT LIMITED TO; SAFETY PLAN, AND

INSTALLATION PLAN. REFERENCE DIVISION 01 AND TECHNICAL

SPECIFICATIONS FOR SPECIFIC REQUIREMENTS.

12. NOISE CONTROL: PERFORM DECONSTRUCTION AND CONSTRUCTION

OPERATIONS TO MINIMIZE NOISE. PERFORM NOISE-PRODUCING

WORK IN LESS SENSITIVE HOURS OF THE DAY OR WEEK AS DIRECTED

BY THE CONTRACTING OFFICER. REFERENCE SECTION 01 57 19.12

NOISE & EXTERIOR LIGHTING MANAGEMENT

13. THE CONTRACTOR SHALL FURNISH THE CONTRACTING OFFICER WITH

A SET OF CONSTRUCTION RECORD DRAWINGS MARKED

"AS-CONSTRUCTED", IN ACCORDANCE WITH PLANS, SPECIFICATIONS

AND NPS STANDARDS, AND SHALL SHOW ALL UTILITY TYPES,

LOCATIONS AND SIZES, AND ANY VARIATIONS FROM THE BID

DOCUMENTS.

STAGING AND ACCESS

1. THE CONTRACTOR SHALL USE ALL NECESSARY PHYSICAL MEANS

REQUIRED TO RESTRICT ACCESS AND PROTECT ALL PERSONS IN AND

AROUND WORK AREAS. SAFETY DEVICES SHALL BE USED IN

CONFORMANCE WITH CURRENT APPLICABLE FEDERAL, STATE, AND

LOCAL BUILDING CODES AND ORDINANCES IN FORCE.

DEMOLITION NOTES

1. THE CONTRACTOR SHALL COORDINATE THE LIMITS OF

CONSTRUCTION WITH THE CONTRACTING OFFICER PRIOR TO THE

START OF CONSTRUCTION.

2. ALL CONSTRUCTION ACTIVITIES ARE LIMITED TO WITHIN THE

CONTRACTING OFFICER APPROVED LIMITS OF CONSTRUCTION

BOUNDARIES.

3. ACCESS IS PROHIBITED BEYOND THE CONTRACTING OFFICER

APPROVED LIMITS OF CONSTRUCTION.

4. CONTRACTOR SHALL MINIMIZE SITE DISTURBANCE TO THE EXTENT

POSSIBLE.

5. ENSURE POSITIVE DRAINAGE AT ALL TIMES.

6. ALL MATERIALS TO BE REUSED OR SALVAGED SHALL BE STORED IN

AN AREA DESIGNATED BY THE CONTRACTING OFFICER FOR THAT

PURPOSE. ALL SALVAGED MATERIALS SHALL REMAIN THE PROPERTY

OF THE GOVERNMENT.

7. ALL MATERIALS SPECIFIED TO BE REMOVED SHALL BE LEGALLY

DISPOSED OF OFF-SITE BY THE CONTRACTOR PER LOCAL CODES

AND REGULATIONS.

8. THE CONTRACTOR IS REQUIRED TO PROVIDE AND MAINTAIN EROSION

AND SEDIMENT CONTROL MEASURES IN ACCORDANCE WITH THE

LOCAL JURISDICTION, THE STATE OF GEORGIA, AND FEDERAL

REQUIREMENTS. THE CONTRACTOR IS RESPONSIBLE FOR

PROHIBITING SILT AND DEBRIS LADEN RUNOFF FROM LEAVING THE

SITE, AND FOR KEEPING ALL PUBLIC AREAS FREE OF MUD AND

DEBRIS. THE CONTRACTOR IS RESPONSIBLE FOR RE-ESTABLISHING

FINAL GRADES AND FOR REMOVING ACCUMULATED SEDIMENTATION

FROM ALL AREAS INCLUDING THE STAGING AREA. CONTRACTOR

SHALL REMOVE TEMPORARY EROSION CONTROL MEASURES AND

REPAIR AREAS AS REQUIRED AFTER VEGETATION IS ESTABLISHED

AND ACCEPTED BY THE CONTRACTING OFFICER.

ABBREVIATIONS

INDEX OF DRAWINGS

GENERAL

1. - COVER SHEET

2. G0.1 DRAWING INDEX, GENERAL NOTES, ABBREVIATIONS

3. G0.2 TOPOGRAPHIC SURVEY

4. G0.3 STAGING AND ACCESS PLAN, ACCESSIBLE ROUTE

5. G0.4 EXISTING CONDITIONS

6. G0.5 EXISTING CONDITIONS

CIVIL

7. C1.0 EXISTING CONDITIONS

8. C1.1 SURFACE GRADING PLAN

9. C1.2 UTILITY PLAN

10. C1.3 LAYOUT PLAN

11. C1.4 CIVIL DETAILS

12. C1.5 CIVIL DETAILS

LANDSCAPE ARCHITECTURE

13. L1.0 DEMOLITION PLAN

14. L1.1 DEMOLITION PLAN

15. L1.2 DEMOLITION PLAN ENLARGEMENT

16. L2.0 LAYOUT PLAN

17. L2.1 LAYOUT PLAN

18. L2.2 LAYOUT PLAN ENLARGEMENT

19. L2.3 CLIN 10 - FOUNTAIN REMOVAL

20. L2.4 CLIN 11 - SIGNAGE IMPROVEMENTS

21. L2.5 CLIN 11 - SIGNAGE IMPROVEMENTS

22. L3.0 GRADING PLAN ENLARGEMENTS

23. L4.0 LANDSCAPE PLAN

24. L4.1 LANDSCAPE PLAN

25. L4.2 LANDSCAPE PLAN ENLARGEMENT

26. L5.0 SITE DETAILS

27. L5.1 SITE DETAILS

28. L5.2 SITE DETAILS

IRRIGATION

29. IR0.1 IRRIGATION NOTES

30. IR1.0 IRRIGATION PLAN

31. IR1.1 IRRIGATION PLAN

32. IR2.0 IRRIGATION DETAILS

ARCHITECTURE

33. G1.0 ABBREVIATIONS, SYMBOLS, AND MATERIALS

34. G1.1 CODE STUDY

35. G1.2 EGRESS PLAN

36. G1.3 EGRESS PLAN

37. AC.1 CONSTRUCTION NOTES

38. AC.2 CONSTRUCTION TYPES

39. AC.3 TYPICAL DETAILS

40. AD1.0 DEMOLITION NOTES

41. AD1.1 FIRST FLOOR DEMOLITION PLAN

42. AD1.2 FIRST FLOOR ENLARGED DEMOLITION PLANS

43. AD1.3 SECOND FLOOR DEMOLITION PLAN

44. AD1.4 SECOND FLOOR ENLARGED DEMOLITION PLANS

45. AD1.5 ROOF DEMOLITION PLAN

46. AD3.1 DEMO EXTERIOR ELEVATIONS

47. A1.1 FIRST FLOOR PLAN

48. A1.2 FIRST FLOOR ENLARGED PLAN

49. A1.3 SECOND FLOOR PLAN

50. A1.4 SECOND FLOOR ENLARGED PLAN

51. A1.5 ROOF PLAN

52. A2.1 FIRST FLOOR REFLECTED CEILING PLAN

53. A2.2 FIRST FLOOR ENLARGED REFLECTED CEILING PLAN

54. A2.3 SECOND FLOOR REFLECTED CEILING PLAN

55. A3.1 EXTERIOR ELEVATIONS

56. A3.2 EXTERIOR ELEVATIONS

57. A4.1 BUILDING SECTIONS

58. A4.2 BUILDING SECTIONS

59. A6.1 INTERIOR DETAILS

60. A6.2 EXTERIOR DETAILS

61. A6.3 EXTERIOR DETAILS

62. A6.4 EXTERIOR DETAILS

63. A6.5 EXTERIOR DETAILS

64. A7.1 ACCESSORIES SCHEDULE & TYPICAL DETAILS

65. A7.2 FURNISHING ENLARGED PLANS

66. A7.3 INTERIOR ELEVATIONS - FIRST FLOOR

67. A7.4 INTERIOR ELEVATIONS - SECOND FLOOR

68. A8.1 DOOR & WINDOW SCHEDULE & DETAILS

69. A8.2 DOOR SCHEDULE & DETAILS

70. A9.0 FINISH SCHEDULE

71. A9.1 FIRST FLOOR FINISH PLAN

72. A9.2 SECOND FLOOR FINISH PLAN

73. AL.1 CLIN 8 - EXHIBIT SPACE CEILINGS

74. AL.2 CLIN 9 - EXHIBIT SPACE FINISHES

75. AL.3 CLIN 12 - CASEWORK REPLACEMENT

76. AL.4 CLIN 12 - CASEWORK REPLACEMENT

MECHANICAL & PLUMBING

77. M.001 MECHANICAL COVER SHEET

78. M.002 MECHANICAL DETAILS

79. M.003 MECHANICAL DETAILS

80. M.004 MECHANICAL COMCHECK

81. M.005 MECHANICAL CONTROLS

82. M.006 MECHANICAL CONTROLS

83. M.007 MECHANICAL SEQUENCES

84. M.008 MECHANICAL SEQUENCES

85. M.009 HEATING WATER PIPING DIAGRAM

86. M.010 CHILLED WATER PIPING DIAGRAM

87. M.100 MECHANICAL FIRST FLOOR DEMO PLAN

88. M.101 MECHANICAL SECOND FLOOR DEMO PLAN

89. M.102 MECHANICAL ROOF DEMO PLAN

90. M.103 MECHANICAL FIRST FLOOR NEW PLAN

91. M.104 MECHANICAL SECOND FLOOR NEW PLAN

92. M.105 MECHANICAL ROOF NEW PLAN

93. M.106 MECHANICAL ENLARGED PLAN

94. M.107 MECHANICAL FIRST FLOOR PIPING DEMO PLAN

95. M.108 MECHANICAL SECOND FLOOR PIPING DEMO PLAN

96. M.109 MECHANICAL FIRST FLOOR PIPING NEW PLAN

97. M.110 MECHANICAL SECOND FLOOR PIPING NEW PLAN

98. M.111 MECHANICAL FIRST FLOOR ENLARGED PLAN

99. M.112 MECHANICAL SECOND FLOOR ENLARGED PLAN

100. M.600 MECHANICAL SCHEDULES

101. M.601 MECHANICAL SCHEDULES

102. P.001 PLUMBING COVER SHEET

103. P.002 PLUMBING DETAILS

104. P.003 WASTE AND VENT ISOMETRIC - FIRST FLOOR

105. P.004 WASTE AND VENT ISOMETRIC - SECOND FLOOR

106. P.100 DOMESTIC PLUMBING FIRST FLOOR DEMO PLAN

107. P.101 WASTE AND VENT FIRST FLOOR DEMO PLAN

108. P.102 DOMESTIC PLUMBING SECOND FLOOR DEMO PLAN

109. P.103 WASTE AND VENT SECOND FLOOR DEMO PLAN

110. P.104 DOMESTIC PLUMBING FIRST FLOOR NEW PLAN

111. P.105 WASTE AND VENT FIRST FLOOR NEW PLAN

112. P.106 DOMESTIC PLUMBING SECOND FLOOR NEW PLAN

113. P.107 WASTE AND VENT SECOND FLOOR NEW PLAN

114. P.600 PLUMBING SCHEDULES

115. P.601 PLUMBING SCHEDULES

FIRE PROTECTION

116. FA00 GENERAL COMMENTS

117. FA01 FIRST FLOOR DEMOLITION

118. FA02 SECOND FLOOR DEMOLITION

119. FA03 FIRST FLOOR NEW

120. FA04 SECOND FLOOR NEW

121. FX00 GENERAL COMMENTS

122. FX01 FIRST FLOOR DEMOLITION

123. FX02 SECOND FLOOR DEMOLITION

124. FX03 FIRST FLOOR NEW

125. FX04 SECOND FLOOR NEW

ELECTRICAL

126. E0.0 ELECTRICAL COVER SHEET

127. E0.1 ELECTRICAL LEGENDS

128. ED1.0 ELECTRICAL DEMOLITION POWER PLAN FIRST FLOOR

129. ED1.1 ELECTRICAL DEMOLITION POWER PLAN SECOND FLOOR

130. ED1.2 ELECTRICAL DEMOLITION POWER ROOF PLAN

131. ED2.0 ELECTRICAL DEMOLITION LIGHTING PLAN FIRST FLOOR

132. ED2.1 ELECTRICAL DEMOLITION LIGHTING PLAN SECOND FLOOR

133. E1.0 ELECTRICAL POWER PLAN FIRST FLOOR

134. E1.1 ELECTRICAL POWER PLAN SECOND FLOOR

135. E1.2 ELECTRICAL POWER PLAN ROOF

136. E2.0 ELECTRICAL LIGHTING PLAN FIRST FLOOR

137. E2.1 ELECTRICAL LIGHTING PLAN SECOND FLOOR

138. E3.0 ELECTRICAL ONE-LINE DIAGRAM

139. E3.1 ELECTRICAL PANEL SCHEDULES

140. E3.2 ELECTRICAL PANEL SCHEDULES

141. E3.3 ELECTRICAL SCHEDULES

142. E4.0 ELECTRICAL LIGHTING SCHEDULES

143. E4.1 ELECTRICAL LIGHTING CONTROLS

1 A 1 A

1 A

1 A 1 A 1 A

1 A

1 A

1 A 1 A

1 A

1 A 1 A

1 A

1 A

1 A

AutoCAD SHX Text 11/27/2024

3.

4%

2.5%

2.6%

0.8%2.8%

XXXXX

X X

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X X X X X

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JOHN LEWIS FREEDOM PARKWAY

JOHN WESLEY DOBBS AVENUE

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IRWIN STREET

JAC

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AUBURN AVENUE

V.C.

H.Q.CHURCH

MAINT.

ROSE PEACE

GARDEN

X

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X X

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PARKING

FIRE

HOUSE

FOUNTAIN

PR

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04/26/2024

293291

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MARTIN LUTHER KING, JR. NATIONAL HISTORIC PARK

REHABILITATE VISITOR CENTER AND HEADQUARTERS

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DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO. DRAWING NO.

OF

TITLE OF SHEETA/E FIRM

PRIME:

DHM DESIGN

DENVER, CO

LAND ARCH:

DHM DESIGN

DENVER, CO

PKG.

NO. SHEET

STAGING & ACCESS PLAN

ACCESSIBILITY ROUTE

DHM

DHM

DHM

G0.3

ACCESSIBLE ROUTE DIAGRAMCONTRACTOR ACCESS, STORAGE AND STAGING AREA

CONTRACTOR TRAILER

PROPOSED

CONTRACTOR

STORAGE AREA

CONTRACTING

OFFICER'S TRAILER

8' HIGH SECURE

CONSTRUCTION FENCING

140'

0'

SECURE STAGING AREA

W/ TRACK OUT MAT

RE: CIVIL

PROVIDE PEDESTRIAN PATH

FROM IRWIN STREET TO

AUBURN AVENUE AT ALL TIMES

DURING CONSTRUCTION

ACCESS TO

STORAGE AREA

VEHICULAR ACCESS TO

CONSTRUCTION ENTRY

CONTRACTOR ENTRY

CONTRACTOR

PARKING

ACCESSIBLE ROUTE

FROM PARKING AREA

TO PRIMARY ENTRY

VISITOR CENTER

TEMPORARY VISITOR TOILET

ROOMS AT FIREHOUSE

PARKING LOT

VEHICLE TRAFFIC NOT

PERMITTED AT PROMENADE

PROVIDE PEDESTRIAN PATH

FROM IRWIN STREET TO

AUBURN AVENUE AT ALL TIMES

DURING CONSTRUCTION

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AutoCAD SHX Text 1" = 30'

AutoCAD SHX Text NOTES: 1. SITE ACCESSIBILITY IMPROVEMENTS ARE LIMITED IN SCOPE FROM THE ACCESSIBLE SITE ACCESSIBILITY IMPROVEMENTS ARE LIMITED IN SCOPE FROM THE ACCESSIBLE PARKING TO THE BUILDING ENTRANCE ONLY. 2. ALL NEWLY CONSTRUCTED OR ALTERNATIONS AT ACCESSIBLE ROUTES SHALL ALL NEWLY CONSTRUCTED OR ALTERNATIONS AT ACCESSIBLE ROUTES SHALL COMPLY WITH RULES OF REGULATIONS SET FORTH BY NPS AND THE ARCHITECTURAL BARRIERS ACT ACCESSIBILITY STANDARDS.

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AutoCAD SHX Text 11/27/2024

9.1 PROVIDE ACOUSTIC CEILING TILE

ASSEMBLY.

9.2 PROVIDE GYPSUM BOARD CEILING

ASSEMBLY.

9.4 PROVIDE FLUID APPLIED

FLOORING AND BASE.

9.5 PROVIDE CERAMIC TILE AND

CEMENTITIOUS BACKER BOARD

ON WALL.

9.6 PROVIDE LUXURY VINYL PLANK

FLOORING.

9.7 PROVIDE VCT FLOORING.

9.3 REPAIR, REFINISH, AND REPAINT

WALLS, METAL FRAMES AND

METAL DOORS.

CONSTRUCTION NOTES KEYED TO DRAWINGS

8. OPENINGS

9. FINISHES

26. ELECTRICAL

10.9 PROVIDE TOILET SEAT COVER

DESPENSER.

26.1 PROVIDE LIGHT FIXTURES. REFER

TO ELECTRICAL.

7.1 REPLACE DAMAGED CEMENTITOUS

WOOD FIBER ROOF DECK.

7.2 PROVIDE SINGLE MEMBRANE

ROOF, CRICKETS AND FLASHING.

7.4 PROVIDE NEW OVERFLOW

DRAINAGE BASKETS. REUSE

EXISTING LOCATION.

7.5 PROVIDE NEW JOINT SEALANT

AND BACKER ROD AT ALL ROOF

COPING JOINTS.

7.6 PROVIDE THROUGH-WALL

FLASHING AT BRICK TRANSITION

TO ROOF.

7. THERMAL AND MOISTURE PROTECTION

7.8 PROVIDE NEW SEALANTS AT ALL

CONTROL AND CONSTRUCTION

JOINTS.

14. CONVEYING EQUIPMENT

14.1 PROVIDE NEW ELEVATOR FINISHES

INCLUDING FLOORING, WALLS,

CEILING, LIGHTING AND CALL

SYSTEM.

10.13 PROVIDE NEW PUBLIC INTERIOR

SIGNAGE.

7.9 PROVIDE NEW PERIMETER

SEALANT OF ALL WINDOWS.

4.1 CLEAN WEEP HOLES AT BRICK

EXTERIORS.

4. MASONRY

8.1 PROVIDE DOOR AND HARDWARE.

10. SPECIALTIES

7.10 PROVIDE NEW PERIMETER

SEALANT OF ALL DOORS.

7.11 PROVIDE ROOF DRAIN. REUSE

EXISTING LOCATION.

7.12 EXISTING ROOF HATCH TO

REMAIN.

7.13 EXISTING ROOF RIDGE IS

LOCATED ALONG COLUMN LINE 4.

7.14 PROVIDE NEW GASKETS AND

SEALANT AT GLASS SKYLIGHT.

7.15 PROVIDE NEW CRICKETS.

1/2"/FT. SLOPE TYP.

8.2 INSTALL SALVAGED DOOR AND

HARDWARE.

8.3 INSTALL SLAVAGED TRANSOM

WINDOW.

7.16 PROVIDE ROOF HATCH GUARDRAIL

TO EXISTING ROOF HATCH.

10.14 INSTALL SALVAGED EXHIBIT AT

GROUND.

9.11 PROVIDE WALL BASE. SEE FINISH

SCHEDULE.

12. FURNISHINGS

12.5 INSTALL SALVAGED MAILBOX

CUBBY.

8.4 INSTALL NEW EXTERIOR DOOR

THRESHOLD.

10.15 INSTALL SALVAGED EXHIBIT

SUSPENDED SOUND STRUCTURE.

9.12 PROVIDE ENTRANCE MAT.

7.17 PROVIDE NEW JOINT SEALANT AT

METAL RADIUS ROOF.

10.16 INSTALL SALVAGED ROOM

SIGNAGE.

10.17 PROVIDE NEW ROOM SIGNAGE.

MATCH EXISTING SALAVAGED

ROOM SIGNAGE..

26.2 PROVIDE GENERATOR. REFER TO

ELECTRICAL.

2.1 CLEAN MICROBIAL GROWTH FROM

FABRIC WALL PANELS ON NORTH,

EAST AND SOUTH WALLS WITH

BIOCIDE AGENT AND VACUUM

UTILIZING A VACCUM SYSEM WITH

HEPA FILTERS. REFER TO

MOLD/IAQ AND REGULAED

BUILDING MATERIALS SURVEY

REPORT, SPECIFICATIONS

APPENDIX C.

2. EXISTING CONDITIONS

GENERAL NOTES

1. CONTRACTOR SHALL MEET THE REQUIREMENTS OF ALL CODES, RULES, AND

REGULATIONS GOVERNING THIS PROJECT AS SET BY FEDERAL, STATE, AND

LOCAL CODES, BUILDING DEPARTMENT AGENCIES, AND THE OWNER.

2. CONTRACTOR SHALL MEET THE REQUIREMENTS OF THE APPLICABLE

ACCESSIBILITY GUIDELINES FOR ALL ASPECTS OF THIS PROJECT. (IDENTIFY

THE APPLICABLE GUIDELINES ON THE CODE SUMMARY SHEET)

3. THE INFORMATION INCLUDED IN THESE DRAWINGS WITH REGARDS TO THE

EXISTING BUILDING IS BASED ON PREVIOUS DOCUMENTATION PROVIDED TO

THE ARCHITECT AS WELL AS WHAT IS READILY OBSERVABLE AT THE

PROJECT SITE. DESTRUCTIVE INVESTIGATION TECHNIQUES HAVE NOT BEEN

USED TO VERIFY INFORMATION THAT IS NOT READILY OBSERVABLE.

4. PROVIDE BLOCKING AS INDICATED ON THE DRAWINGS OR AT ALL WALL OR

CEILING MOUNTED ACCESSORIES AS NECESSARY TO SUPPORT THE WORK.

VERIFY MOUNTING HEIGHTS WITH ARCHITECTURAL DRAWINGS AND

MANUFACTURERS RECOMMENDATIONS FOR EACH ITEM.

5. THE 0’-0” REFERENCE ELEVATION SHALL BE THE ACTUAL TOP OF SLAB

ELEVATION INDICATED ON THE CIVIL DRAWINGS.

6. "EXTENT OF WORK" SYMBOLS ARE DEFINED AS FOLLOWS:

SCOPE OF WORK APPLIES TO THE

ENTIRE ROOM FOR THE ITEM OF WORK

IDENTIFIED EITHER IN THE NOTE OR AT

THE SYMBOL.

X.X

X.X

X.X

X.X

SCOPE OF WORK APPLIES TO THE

ENTIRE OPENING FOR THE ITEM OF

WORK IDENTIFIED.

SCOPE OF WORK APPLIES TO

THE AREA ENCLOSED BY THE

DASHED LINE.

SCOPE OF WORK APPLIES TO THE

ITEM SHOWN WITH DASHED LINES.

SEE DEMOLITION DWGS AND NOTES

FOR EXTENT.

EXISTING

WALL

NEW WORK

WALL

ROOF GENERAL NOTES

1. EXISTING ROOFING AND SUBSTRATE TO BE REMOVED TO EXISTING ROOF

DECK. REMOVE ALL EXISTING CANTS, CRICKETS, ROOF DRAINS AND

ASSOCIATED ACCESSORIES.

2. EXISTING ROOF STRUCTURE SLOPE VARIES. THE CONTRACTOR IS

RESPONSIBLE FOR FIELD VARIFICATION OF ALL SLOPES.

3. NEW ROOFING TO BE INSTALLED OVER NEW INSULATION. SEE DRAWINGS FOR

MINIMUM INSULATION AT ROOF THROUGHOUT EXCEPT AT CRICKETS.

4. THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN 1/2"/FT. SLOPE ON ALL

CRICKETS AND VERIFY SPOT ELEVATIONS.

5. ROOF DRAINS ARE AT +4" ABOVE EXISTING ROOF DECK, TYPICAL.

6. AT MECHANICAL ROOF ONLY INSTALL TAPERED INSTULATION. MAINTAIN

1/4"/FT. SLOPE TYPICAL. SEE DRAWINGS FOR MINIMUM INSULATION AT ROOF

THROUGHOUT.

GENERAL STRUCTURE NOTES

1. DESIGN LOADS:

LIVE LOADS:

A. ROOF - 20 P.S.F.

B. FIRST FLOOR SLAB-ON-GRADE - 100 P.S.F.

C. RAMPS, WALKWAYS AND LANDINGS - 100 P.S.F.

D. MECHANICAL ACCESS PLATFORM - 125 P.S.F.

E. WIND LOAD DESIGN PARAMETERS:

Vult=113 M.P.H.,Vasd=87.5 M.P.H., EXPOSURE B, Iw=1.00, RISK CATEGORY III, GCPI =± 0.18

COMPONENTS & CLADDING (ASD)

F. SNOW LOAD DESIGN PARAMETERS:

Pg=5 P.S.F., Ce=1.0, CATEGORY III, Is=1.10 CT=1.00, Pf=8.9 P.S.F., Pd=12.6 P.S.F., W=21'-0"

G. SEISMIC LOAD DESIGN PARAMETERS:

Ss= 0.183, S1= 0.085, SITE CLASS D, SDS= 0.195, SD1= 0.136, RISK CATEGORY III, Ie= 1.25, DESIGN CATEGORY C R= 3.0, Wo= 3.0, Cd= 2.5

BASIC STRUCTURAL/SEISMIC SYSTEMS: ORDINARY MASONRY SHEAR

WALLS

ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE PROCEDURE.

H. DEAD LOADS (MECHANICAL BLDG.): ROOF= 60 P.S.F.

2. CONCRETE:

A. UNLESS NOTED, ALL SPLICES IN REINFORCEMENT TO LAP MINIMUM 48x BAR

DIAMETERS.

B. PROVIDE BOLSTERS OR CHAIRS FOR SLAB REINFORCEMENT SUPPORT.

3. SHOP DRAWINGS:

A. SHOP DRAWINGS OF STRUCTURAL STEEL AND CONCRETE REINFORCING

STEEL SHALL BE SUBMITTED TO THE CONTRACTING OFFICER FOR REVIEW,

AND SUCH REVIEW SHALL BE SECURED BEFORE FABRICATION IS BEGUN.

ALL SHOP DRAWINGS SHALL BE REVIEWED AND STAMPED BY THE GENERAL

CONTRACTOR BEFORE FORWARDING TO THE CONTRACTING OFFICER. ALL

REVISIONS TO SHOP DRAWINGS SHALL BE CLEARLY IDENTIFIED BY

CLOUDS AND REVISION MARKS.

4. INSPECTION AND NOTIFICATION:

A. ALL MASONRY, CONCRETE AND EARTH WORK SHALL BE

INSPECTED AND TESTED BY AN INDEPENDENT THIRD PARTY INSPECTION

AGENCY, ENGAGED BY THE CONTRACTOR, IN ACCORDANCE WITH THE

INTERNATIONAL BUILDING CODE, CHAPTER 17 AND THE STATEMENT OF

STRUCTURAL TESTS AND SPECIAL INSPECTIONS. REFER TO PROJECT

SPECIFICATIONS FOR ADDITIONAL INFORMATION.

B. AT NEW OPENING LOCATIONS, REINFORCEMENT BAR LOCATION VERIFICATION

AT EXISTING CONCRETE FLOORS AND WALLS SHALL BE PERFORMED WITH

THE USE OF EITHER GROUND PENETRATION RADAR (GPR), A PACHOMETER

OR WITH OTHER MAGNETIC NON-DESTRUCTIVE TESTING DEVICE.

5. EXISTING STRUCTURE:

A. DIMENSIONS AND MEMBER SIZES SHOWN ARE BASED ON INFORMATION

FROM AVAILABLE DRAWINGS OF EXISTING STRUCTURE. CONTRACTOR

SHALL FIELD VERIFY AND COORDINATE EXISTING AND NEW DIMENSIONS

PRIOR TO PROCEEDINGS WITH THE WORK. SHOULD SIGNIFICANT

DIFFERENCES BE FOUND BETWEEN THE NEW AND ACTUAL FIELD

DIMENSIONS, THE CONTRACTING OFFICER SHALL BE NOTIFIED BEFORE

PROCEEDING WITH THE WORK.

B. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING STRUCTURAL

CONDITIONS AND PROVIDE COORDINATION BETWEEN NEW AND EXISTING

WORK.

C. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO AND

REPAIR OF EXISTING ADJACENT WORK.

D. ALL SHORING, NEEDLING AND UNDERPINNING SHALL BE AS REQUIRED TO

SUPPORT THE EXISTING STRUCTURE. THE CONTRACTOR SHALL HIRE A

GEORGIA REGISTERED PROFESSIONAL ENGINEER, ACCEPTABLE TO THE

CONTRACTING OFFICER, TO SELECT, DESIGN AND SUPERVISE ALL

NECESSARY SHORING, NEEDLING AND UNDERPINNING.

E. REMOVE EXISTING ELECTRICAL, MECHANICAL AND PLUMBING UTILITIES,

PIPES, DUCTS, FIXTURES, ETC. AS REQUIRED TO INSTALL NEW FRAMING.

REPLACE THEM TO MATCH EXISTING OR NEW CONDITIONS.

F. WHERE EXISTING CONCRETE WALLS AND FLOORS ARE TO BE CORE

DRILLED FOR NEW PIPE PENETRATIONS, LOCATE EXISTING REINFORCING

BARS USING A NON-DESTRUCTIVE METHOD PRIOR TO DRILLING. DO NOT

CUT THROUGH EXISTING REINFORCING BARS WITHOUT PRIOR APPROVAL

OF THE CONTRACTING OFFICER.

WIND SURFACE PRESSURE (PSF)

AREA

10SF

50SF

100SF

-21.2/+10.0

1 2 3 4 5

WALL ZONEROOF ZONE

-28.0/+10.0 -38.2/+10.9 -13.2/+12.2 -16.3/+12.2

-18.0/+10.0 -23.8/+10.0 -29.8/+10.0 -12.0/+10.9 -13.8/+10.9

-16.6/+10.0 -22.0/+10.0 -26.2/+10.0 -11.4/+10.4 -12.7/+10.4

11/27/20241

A/E FIRM

SUBCONTRACTOR:

NAME: GWWO, INC.

BALTIMORE, MD

TITLE OF SHEET DRAWING NO.

PKG.

NO.

SHEET

OF

SUB SHEET NO.DESIGNED:

CADD:

TECH. REVIEW:

DATE:

REHABILITATE VISITOR CENTER AND HEADQUARTERS

MARTIN LUTHER KING, JR. NATIONAL HISTORIC PARK

188079

SEAL:

:0 :2

P M

A u to d e s k

D o c s

M a rt in

L u th e r K in g

J r.

N a ti o n a l H is to ri c a l P a rk

V is it o r C e n te r a n d

H e a d q u a rt e rs

M A L U

N P S

R e n o v a ti o n

C A .r v t

CONSTRUCTION NOTES 489

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11/27/2024

SCOPE OF WORK APPLIES

TO THE ENTIRE ROOM FOR

THE ITEM OF WORK

IDENTIFIED EITHER IN THE

NOTE OR AT THE SYMBOL.

DEMOLITION NOTES: THE FOLLOWING NOTES APPLY TO ALL DEMOLITION

WORK WHETHER INDICATED ON THE DEMOLITION DRAWINGS OR

REQUIRED ELSEWHERE IN THE CONTRACT DOCUMENTS.

1.1 GENERAL REQUIREMENTS: THE FOLLOWING GENERAL

REQUIREMENTS NOTES APPLY TO ALL DEMOLITION WORK.

THESE NOTES ARE NOT SYMBOLICALLY REFERENCED

ELSEWHERE IN THE DRAWINGS.

X.X

X.X

X.X

X.X

SCOPE OF WORK APPLIES

TO THE ENTIRE OPENING

FOR THE ITEM OF WORK

IDENTIFIED.

GENERAL DEMOLITION NOTES

(ARCHITECTURAL DRAWINGS ONLY)

1.2 DEMO CONTRACTOR SHALL COORDINATE WITH NEW WORK

SECTIONS FOR ADDITIONAL INFO RELATED TO EXTENT OF DEMO.

1.3 "EXTENT OF WORK" SYMBOLS ARE DEFINED AS FOLLOWS:

SCOPE OF WORK APPLIES

TO THE AREA ENCLOSED BY

THE DASHED LINE.

SCOPE OF WORK APPLIES

TO THE ITEM SHOWN

WITH DASHED LINES. SEE

DEMOLITION DWGS AND

NOTES FOR EXTENT.

1.4 THE TERM "REMOVE" IS DEFINED IN THE SPECIFICATION

SECTION - "SELECTIVE DEMOLITION".

1.5 DURING DEMOLITION, PROVIDE TEMPORARY SUPPORT TO

ADJACENT EXISTING CONSTRUCTION AND STRUCTURE TO

HOLD IN PLACE WITHOUT ANY MOVEMENT UNTIL NEW

SUPPORTING WORK IS IN PLACE.

1.6 SALVAGE SHALL CONSIST OF TWO TYPES AS FOLLOWS:

TYPE 1 - SALVAGED ITEMS SHALL BE REMOVED, TAGGED,

PROTECTED, AND STORED BY THE CONTRACTOR TO BE

REUSED IN THE WORK.

TYPE 2 - SALVAGED ITEM SHALL BE REMOVED AND

DELIVERED TO THE CONTRACTING OFFICER AFTER BEING

TAGGED AND PROTECTED. THE LOCATION FOR DELIVERY WILL

BE DETERMINED BY THE CONTRACTING OFFICER.

1.7 THE TERM "REMOVED" WHEN USED WITH "SALVAGE" IS

DEFINED AS ABOVE, WITH THE ADDITIONAL REQUIREMENTS

THAT THE ITEM OR MATERIAL SHALL BE REMOVED INTACT IN

COMPLETE PIECES. THE INDICATED ITEM SHALL BE

PROTECTED DURING REMOVAL TO MINIMIZE DAMAGE. THE

SALVAGED MATERIAL OR ITEM IS TO BE CLEANED, TAGGED,

PROTECTED, AND STORED AS SPECIFIED BY THE CONTRACTING

OFFICER.

1.8 SALVAGE ALL MATERIAL IDENTIFIED FOR "SALVAGE" IN

ACCORDANCE WITH THE SPECIFICATIONS INCLUDING TAGGING,

PROTECTION, AND STORAGE, AS SPECIFIED. DISPOSE OF ALL

MATERIALS NOT IDENTIFIED FOR SALVAGE.

1.9 THE CONTRACTING OFFICER TO BE CONTACTED PRIOR TO

ANYTHING NOT IDENTIFIED AS "TO BE REMOVED" OR "TO

BE SALVAGED" IS DEMOLISHED.

1.10 ALL WORK SHOWN IS EXISTING TO REMAIN UNLESS NOTED OR

OTHERWISE INDICATED AS DASHED LINES TO BE REMOVED.

THE EXTENT OF DEMO WORK SHALL INCLUDE ALL

INCIDENTAL DEMO WORK NECESSARY TO PROPERLY

PROVIDE ALL NEW WORK SHOWN AND SPECIFIED, TO

INCLUDE MECHANICAL, ELECTRICAL AND PLUMBING ITEMS.

1.11 DEMO WORK IS SHOWN BASED ON EXISTING DRAWINGS AND

INSPECTIONS. THE CONTRACTOR SHALL VISUALLY INSPECT

ALL EXISTING CONDITIONS AND IS RESPONSIBLE FOR

PERFORMING THE INDICATED DEMO WORK EVEN IF ACTUAL

CONDITIONS DIFFER FROM THOSE SHOWN ON THE DRAWINGS.

1.12 DEMO CONTRACT SHALL COORDINATE WITH NEW WORK

SECTION FOR ADDITIONAL INFO RELATED TO EXTENT OF

DEMO.

1.13 REFER TO OTHER DRAWINGS IN THIS SET FOR INCIDENTAL

DEMOLITION WORK NOT NOTED ON THE ARCHITECTURAL

PLANS.

1.14 ITEMS TO BE DEMOLISHED SHALL BE REMOVED COMPLETELY

INCLUDING ALL ANCHORS, HANGERS, FASTENERS, PIPES,

CONDUITS, DUCTS, ETC UNLESS OTHERWISE INDICATED TO

BE ABANDONED IN PLACE, REPAIR/PATCH HOLES AND

PAINT.

1.15 CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE

INTEGRITY OF EXISTING BUILDING ELEMENTS TO REMAIN

THROUGHOUT SEQUENCE OF WORK. ANY DAMAGE TO

EXISTING BUILDING CONDITIONS SHOWN TO REMAIN SHALL

BE RESTORED TO NEW WORK CONDITION AT NO ADDITIONAL

COST TO THE NPS.

1.16 ALL EXISTING SURFACES TO REMAIN SHALL BE PROTECTED,

REPAIRED IF DAMAGED AND CLEANED PRIOR TO APPLICATION

OF FINISHES.

1.17 REMOVE MECH, ELEC, PLUMBING, FIRE PROTECTION,

STRUCTURAL, AND SECURITY AS NOTED ON THOSE

DISCIPLINES DRAWINGS. COORDINATE WITH STRUCTURAL,

MECH, ELECTRICAL AND PLUMBING FOR ADDITIONAL DEMO

NOTES. CONTRACTOR SHALL REFER TO ALL STRUCTURAL,

MECH, ELECTRICAL, PLUMBING, FIRE PROTECTION AND

SECURITY DRAWINGS AND SPECS FOR PROCEDURES

CONCERNING RELATED TRADES IN AREAS WHICH REQUIRE

DEMO.

1.18 REMOVE WALL PARTITIONS FOR PROPOSED MECHANICAL DUCT

OR PIPING PENETRATIONS ON MECH OR PLUMBING

DRAWINGS EVEN IF NOT SHOWN ON DEMO DRAWINGS.

PROVIDE STEEL LINTEL.

GENERAL DEMOLITION NOTES CONT. DEMOLITION NOTES KEYED TO DRAWINGS

5. METALS

5.1 REMOVE STUD WALL TO THE

EXTENT SHOWN.

8. OPENINGS

8.1 REMOVE DOOR(S), INCLUDING

FRAMES, BLOCKING, AND

HARDWARE.

9. FINISHES

9.1 REMOVE ACOUSTIC CEILING TILE

ASSEMBLY.

9.4 REMOVE CERAMIC TILE FLOORING.

9.5 REMOVE CERAMIC TILE AND

SUBSTRATE ON WALLS.

10. SPECIALTIES

10.1 REMOVE TOILET PARTITION, DOOR,

HARDWARE, AND ACCESSORIES.

10.2 REMOVE ELECTRIC HAND DRYER.

10.3 REMOVE PAPER TOWEL

DESPENSER.

10.5 REMOVE GRAB BARS.

10.6 REMOVE TOILET PAPER

DISPENSER.

10.7 REMOVE RECESSED PAPER TOWEL

DESPENSER.

12. FURNISHINGS

12.1 REMOVE CASEWORK.

12.2 REMOVE PLAM COUNTER.

22. PLUMBING

22.1 REMOVE WATER CLOSET FIXTURE

AND ASSOCIATED VALVE. REFER

TO PLUMBING.

22.2 REMOVE URINAL AND ASSOCIATED

VALVE. REFER TO PLUMBING.

22.3 REMOVE LAVATORY AND

ASSOCIATED VALVE. REFER TO

PLUMBING.

22.4 REMOVE WATER FOUNTAIN. REFER

TO PLUMBING.

26. ELECTRICAL

26.1 REMOVE LIGHT FIXTURES. REFER

TO ELECTRICAL.

3. CONCRETE

22.5 REMOVE OVER MOUNT SINK AND

ASSOCIATED VALVE. REFER TO

PLUMBING.

11. EQUIPMENT

11.1 REMOVE REFRIGERATOR.

10.8 REMOVE SOAP DESPENSER.

10.9 REMOVE TOILET SEAT COVER

DESPENSER.

10.10 REMOVE MIRROR. REFER TO

SPEC SECTION 028200

ASBESTOS ABATEMENT.

22.6 REMOVE JANITOR SINK AND

ASSOCIATED VALVE. REFER TO

PLUMBING.

10.11 REMOVE SANITARY NAPKIN

DESPENSER.

9.6 REMOVE CARPET FLOORING.

REMOVE BASES EXCEPT WHERE

SPCIFICED TO REMAIN.

9.7 REMOVE VCT FLOORING AND

BASES.

3.2 REMOVE PORTION OF CMU WALL

TO UNDERSIDE OF STRUCTURE.

7. THERMAL AND MOISTURE PROTECTION

7.3 REMOVE BUILT UP ROOF AND

INSULATION DOWN TO ROOF

DECK.

14. CONVEYING EQUIPMENT

14.1 REMOVE ELEVATOR FINISHES

INCLUDING FLOORING, WALLS,

CEILING, LIGHTING AND CALL

SYSTEM.

10.12 REMOVE ALL PUBLIC INTERIOR

SIGNAGE ON FIRST FLOOR.

9.8 RETAIN AND PROTECT WOOD

PANELING.

9.9 RETAIN AND PROTECT GRANITE

TILE FLOOR AND BASES.

8.2 SALVAGE (TYPE 1) DOOR(S),

INCLUDING FRAMES, BLOCKING,

AND HARDWARE.

9.10 REMOVE 1/2" METAL REVEALS IN

WALLS.

7.1 DECK TO REMAIN. REMOVE

DAMAGED OR DETERIORATED

CEMENTITIOUS WOOD FIBER

DECK. ASSUME 25% WILL

REQUIRE REPLACEMENT.

9.11 SALVAGE (TYPE 1) GRANITE TILE

FLOOR AND BASES TO THE

EXTENT SHOWN FOR

REINSTALLATION.

7.2 METAL DECK TO REMAIN.

7.4 REMOVE OVERFLOW DRAIN.

7.5 REMOVE DRAIN.

7.6 REMOVE CRICKETS.

7.7 REMOVE ROOF FLASHING.

7.8 RETAIN EXISTING RIDGE LINE

ALONG COLUMN LINE 4

7.9 REMOVE EXISTING PERIMETER

SEALANT AND PREPARE OPENING

FOR NEW SEALANT.

7.10 EXISTING ROOF HATCH TO

REMAIN.

7.11 REMOVE EXISTING GASKETS AND

PREPARE OPENING FOR NEW

GASKETS.

7.12 REMOVE EXISTING PERIMETER

SEALANT OF ALL DOORS AND

PREPARE OPENING FOR NEW

SEALANT.

7.13 REMOVE ALL EXISTING SEALANTS

AT CONTROL AND CONSTRUCTION

JOINTS AND PREPARE JOINT FOR

NEW SEALANT.

7.14 REMOVE EXISTING PERIMETER

SEALANT OF ALL WINDOWS AND

PREPARE OPENING FOR NEW

SEALANT.

12.3 SALVAGE (TYPE 1) MAILBOX

CUBBY.

8.3 SALVAGE (TYPE 1) TRANSOM

WINDOW, INCLUDING FRAMES,

BLOCKING, AND HARDWARE.

6. WOOD, PLASTICS, AND COMPOSITES

6.1 REMOVE WOOD PLATFORM

STRUCTURE.

10.13 REMOVE LADDER.

10.14 SALVAGE (TYPE 1) EXHIBIT AT

GROUND.

9.12 DEMO MARBLE THRESHOLD

9.13 REMOVE GYPSUM BOARD AND

BACKER BOARD DOWN TO THE

STUDS.

7.15 REMOVE EXISTING CHILLER

STRUCTURE BEAMS.

7.16 EXISTING STEEL CHILLER

TUBEPOSTS WITH CAP PLATE TO

REMAIN. TYP. OF (4).

9.2 REMOVE GYPSUM BOARD CEILING

ASSEMBLY.

3.3 REMOVE PORTION OF CMU WALL

FOR DOOR OPENING. SEE DOOR

SCHEDULE FOR SIZE.

8.4 REMOVE EXTERIOR DOOR

THRESHOLD.

7.17 REMOVE EXISTING SEALANT AND

PREPARE OPENING FOR NEW

SEALANT AT ALL ROOF COPING

JOINTS SEE DETAIL 4/A6.3.

10.15 COVER AND PROTECT EXHIBIT

INSTALLED AT GROUND,

SUSPENDED LIGHTING AND

SOUND STRUCTURES.

9.14 REMOVE ACOUSTIC CEILING TILES

TO ACCESS MEP WORK. ASSUME

REPLACEMENT OF 105 OF

ACOUSTIC CEILING TILES.

10.16 SALVAGE (TYPE 1) EXHIBIT

SUSPENDED SOUND STRUCTURE.

9.15 REMOVE ENTRANCE MAT.

DEMOLITION NOTES KEYED TO DRAWINGS

7. THERMAL AND MOISTURE PROTECTION 10. SPECIALTIES

10.17 SALVAGE (TYPE 1) ROOM

SIGNAGE.

9. FINISHES

7.18 REMOVE EXISTING JOINT SEALANT

AT METAL RADIUS ROOF.

8.5 REMOVE DOOR(S), INCLUDING

HARDWARE. FRAME TO REMAIN.

11/27/20241

A/E FIRM

SUBCONTRACTOR:

NAME: GWWO, INC.

BALTIMORE, MD

TITLE OF SHEET DRAWING NO.

PKG.

NO.

SHEET

OF

SUB SHEET NO.DESIGNED:

CADD:

TECH. REVIEW:

DATE:

REHABILITATE VISITOR CENTER AND HEADQUARTERS

MARTIN LUTHER KING, JR. NATIONAL HISTORIC PARK

188079

SEAL:

:0 :2

P M

A u to d e s k

D o c s

M a rt in

L u th e r K in g

J r.

N a ti o n a l H is to ri c a l P a rk

V is it o r C e n te r a n d

H e a d q u a rt e rs

M A L U

N P S

R e n o v a ti o n

C A .r v t

DEMOLITION NOTES 489

293291 40

AD1.0

GWWO

GWWO

GWWO

04/26/2024

H

4.6 5.2 5.5 6 6.3 6.5 6.9 7.3 7.8 84.7 76.86.15.4

H'

J

J'

K

5 5.6

9.11

5.1

22.4

3.2

12.2

12.2

12.2 9.11

10.9

22.6

22.3

10.10

10.8 10.2

TYP.

OF 2

TYP.

OF 3

TYP.

OF 2

TYP.

OF 4

10.1

TYP.

OF 10

10.5

TYP.

OF 2

10.6

TYP.

OF 10

10.3

TYP.

OF 2

10.11

TYP.

OF 2

22.1

TYP.

OF 10

10.7

9.2

9.4

9.5

26.1

9.1

8.1

3.2

8.1

3.2

3.2

22.3

10.10

10.8 TYP.

OF 2

TYP.

OF 3

10.2

TYP.

OF 2

10.3

TYP.

OF 2

3.3

10.7 10.9

10.2

TYP.

OF 2

22.3

10.10

10.8 TYP.

OF 2

TYP.

OF 3

10.5

TYP.

OF 6

22.1

22.2

TYP.

OF 6

10.1

TYP.

OF 5

3.2

5.1

9.2

9.4

9.5

26.1

9.1

9.4

9.5

26.1

9.1

10.1

TYP.

OF 6

10.11

10.6

TYP.

OF 6

10.9

TYP.

OF 2

TYP.

OF 5

22.1

10.6

TYP.

OF 5

10.5

10.1

TYP.

OF 5

WOMEN'S RESTROOM MEN'S RESTROOM

CORRIDOR

JANITOR

CLOSET

SWING

RESTROOM

TYP.

OF 3

TYP.

OF 3

SPOT ASPOT B

SPOT B AT

CORNER OF WALL

SPOT A AT

CORNER OF WALL

EQ 8'-11" EQ

9.13

9.13

9.13

3.3

HATCH KEY LEGEND

SALVAGE GRANITE TILE FLOOR AND

BASES TO THE EXTENT SHOWN.

11/27/20241

A/E FIRM

SUBCONTRACTOR:

NAME: GWWO, INC.

BALTIMORE, MD

TITLE OF SHEET DRAWING NO.

PKG.

NO.

SHEET

OF

SUB SHEET NO.DESIGNED:

CADD:

TECH. REVIEW:

DATE:

REHABILITATE VISITOR CENTER AND HEADQUARTERS

MARTIN LUTHER KING, JR. NATIONAL HISTORIC PARK

188079

SEAL:

:0 :2

P M

A u to d e s k

D o c s

M a rt in

L u th e r K in g

J r.

N a ti o n a l H is to ri c a l P a rk

V is it o r C e n te r a n d

H e a d q u a rt e rs

M A L U

N P S

R e n o v a ti o n

C A .r v t

FIRST FLOOR ENLARGED

DEMOLITION PLANS

293291 42

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SCALE AAD1.2

1 FIRST FLOOR ENLARGED DEMOLITION PLAN

DEMOLITION NOTES ON SHEET

3.2 REMOVE PORTION OF CMU WALL TO UNDERSIDE OF

STRUCTURE.

3.3 REMOVE PORTION OF CMU WALL FOR DOOR

OPENING. SEE DOOR SCHEDULE FOR SIZE.

5.1 REMOVE STUD WALL TO THE EXTENT SHOWN.

8.1 REMOVE DOOR(S), INCLUDING FRAMES, BLOCKING,

AND HARDWARE.

9.1 REMOVE ACOUSTIC CEILING TILE ASSEMBLY.

9.2 REMOVE GYPSUM BOARD CEILING ASSEMBLY.

9.4 REMOVE CERAMIC TILE FLOORING.

9.5 REMOVE CERAMIC TILE AND SUBSTRATE ON WALLS.

9.11 SALVAGE (TYPE 1) GRANITE TILE FLOOR AND BASES

TO THE EXTENT SHOWN FOR REINSTALLATION.

9.13 REMOVE GYPSUM BOARD AND BACKER BOARD

DOWN TO THE STUDS.

10.1 REMOVE TOILET PARTITION, DOOR, HARDWARE, AND

ACCESSORIES.

10.2 REMOVE ELECTRIC HAND DRYER.

10.3 REMOVE PAPER TOWEL DESPENSER.

10.5 REMOVE GRAB BARS.

10.6 REMOVE TOILET PAPER DISPENSER.

10.7 REMOVE RECESSED PAPER TOWEL DESPENSER.

10.8 REMOVE SOAP DESPENSER.

10.9 REMOVE TOILET SEAT COVER DESPENSER.

10.10 REMOVE MIRROR. REFER TO SPEC SECTION 028200

ASBESTOS ABATEMENT.

10.11 REMOVE SANITARY NAPKIN DESPENSER.

12.2 REMOVE PLAM COUNTER.

22.1 REMOVE WATER CLOSET FIXTURE AND ASSOCIATED

VALVE. REFER TO PLUMBING.

22.2 REMOVE URINAL AND ASSOCIATED VALVE. REFER TO

PLUMBING.

22.3 REMOVE LAVATORY AND ASSOCIATED VALVE. REFER

TO PLUMBING.

22.4 REMOVE WATER FOUNTAIN. REFER TO PLUMBING.

22.6 REMOVE JANITOR SINK AND ASSOCIATED VALVE.

REFER TO PLUMBING.

26.1 REMOVE LIGHT FIXTURES. REFER TO ELECTRICAL.

SCALE OF FEET

4 0 4 8

SCALE A

A .2 2

A3.2

A .12

A3.1

1 2 3

H

2.8 4 4.6 5.2 5.5 6 6.3 6.5 6.9 7.3 7.8 8 94.7 76.86.15.4

H'

J

J'

K

K'

L

M

N

P

Q

M.6

M.3

5 5.6

WOMEN'S RESTROOM

RESTROOM 1

CORRIDOR

RESTROOM 2

JAN.

CLOS.

MEN'S RESTROOM

OFFICE

ELECTRICAL

ROOM

MECHANICAL

SALES

THEATER

EXHIBIT

MULTI-PURPOSE ROOM

CORRIDOR

ELEV.

ELEV

MECH ROOM

STAIR 1

VESTIBULE

VESTIBULE

PROJECTION

ROOM

STORAGE

LOBBY

CORRIDOR

A1.2STORAGE

9.1 9.6 26.1

9.1 9.6 26.1

9.6

9.1

9.7

26.1 26.1

9.1 9.6 26.1

9.1 9.6 26.1

26.1

9.6 26.19.6 26.1

9.1 26.19.7

26.1

9.1 9.6 26.1

9.1 26.1

9.1

26.1

26.1 9.3

9.3

9.3

9.3

9.3

9.3

9.3 9.3

9.3

9.3

9.3

9.3

9.3

9.3

9.3 26.1

14.1

8.4

8.4

A7.2

VESTIBULE

110A

VENDING ALCOVE

A4.1

A4.1

A4.2

A4.2

A4.2

STORAGE

8.1

106C

110A

107B

106B

122C

122D

122A

110D

110F

106A

107A

102A 102B

122B

114A118A

114B

118B

108B

10.13

A4.2

110E

A4.1

8.4

8.4 8.4

8.4 8.4

108A

110B 110C

10.14

9.12

9.12 9.12

26.2

2.1

8.1

11/27/20241

A/E FIRM

SUBCONTRACTOR:

NAME: GWWO, INC.

BALTIMORE, MD

TITLE OF SHEET DRAWING NO.

PKG.

NO.

SHEET

OF

SUB SHEET NO.DESIGNED:

CADD:

TECH. REVIEW:

DATE:

REHABILITATE VISITOR CENTER AND HEADQUARTERS

MARTIN LUTHER KING, JR. NATIONAL HISTORIC PARK

188079

SEAL:

:0 :2

P M

A u to d e s k

D o c s

M a rt in

L u th e r K in g

J r.

N a ti o n a l H is to ri c a l P a rk

V is it o r C e n te r a n d

H e a d q u a rt e rs

M A L U

N P S

R e n o v a ti o n

C A .r v t

FIRST FLOOR PLAN 489

293291 47

A1.1

GWWO

GWWO

GWWO

04/26/2024

SCALE AA1.1

1 FIRST FLOOR NEW WORK PLAN

CONSTRUCTION NOTES ON SHEET

2.1 CLEAN MICROBIAL GROWTH FROM FABRIC WALL

PANELS ON NORTH, EAST AND SOUTH WALLS WITH

BIOCIDE AGENT AND VACUUM UTILIZING A VACCUM

SYSEM WITH HEPA FILTERS. REFER TO MOLD/IAQ AND

REGULAED BUILDING MATERIALS SURVEY REPORT,

SPECIFICATIONS APPENDIX C.

8.1 PROVIDE DOOR AND HARDWARE.

8.4 INSTALL NEW EXTERIOR DOOR THRESHOLD.

9.1 PROVIDE ACOUSTIC CEILING TILE ASSEMBLY.

9.3 REPAIR, REFINISH, AND REPAINT WALLS, METAL

FRAMES AND METAL DOORS.

9.6 PROVIDE LUXURY VINYL PLANK FLOORING.

9.7 PROVIDE VCT FLOORING.

9.12 PROVIDE 1 HR RATED WALL ASSEMBLY. INFILL HOLES

IN WALLS.

10.13 INSTALL NEW PUBLIC INTERIOR SIGNAGE ON THE

FIRST FLOOR.

10.14 INSTALL SALVAGED EXHIBIT AT GROUND.

14.1 PROVIDE NEW ELEVATOR FINISHES INCLUDING

FLOORING, WALLS, CEILING, LIGHTING AND CALL

SYSTEM.

26.1 PROVIDE LIGHT FIXTURES. REFER TO ELECTRICAL.

26.2 PROVIDE GENERATOR. REFER TO ELECTRICAL.

SCALE OF FEET

8 0 8 16

SCALE A

REFER TO SHEETS AL.1 & AL.2

4.6 5.2 5.5 6 6.3 6.5 6.9 7.3 7.8 84.7 76.86.15.4

H'

J

J'

K

5 5.6

RESTROOM 2

RESTROOM 1

JAN.

CLOS.

WOMEN'S RESTROOM

118 MEN'S RESTROOM

CORRIDOR

SALES

117 116

118B 114B

2.03

2.03

2.43

2.53

2.13

2.63

2.132.63

2.63

2.632.63

2.132.13

2.62 2.63

1'-4 5/8" 4'-7 3/8"

2.63

8'-0"

1'-8 5/8"

ALIGN

ALIGN

A6.1

EQ EQ

A4.1

A4.2

VESTIBULE

110A

26.19.11 9.2

9.2

9.1 9.4 9.5 26.1

9.1 9.4 9.5 26.1

9.11

VENDING ALCOVE

26.1 9.10

STORAGE

ALIGN NEW WALL

TO SPOT A

EQ 8'-11" EQ

R A D

IU

S

ALIGN NEW WALL

TO SPOT B

2.032.03

2.03

2.03

2.13

2.13

2.03

108B

SPOT ASPOT B

2.03

ALIGN

ALIGN

108A

ALIGN

EQ EQ

8' - 0" 110C

10.9

10.9

2.31

2.31

2.31

2.312.31

2.312.31

2.312.31

2.31

2.312.31

2.31

2.31 2.312.31

2.312.31

2.31

2.312.31

2.312.31

2.31

2.31

2.31

2.312.31

2.312.31

2.31

2.312.31

2.31

11/27/20241

A/E FIRM

SUBCONTRACTOR:

NAME: GWWO, INC.

BALTIMORE, MD

TITLE OF SHEET DRAWING NO.

PKG.

NO.

SHEET

OF

SUB SHEET NO.DESIGNED:

CADD:

TECH. REVIEW:

DATE:

REHABILITATE VISITOR CENTER AND HEADQUARTERS

MARTIN LUTHER KING, JR. NATIONAL HISTORIC PARK

188079

SEAL:

:0 :3

P M

A u to d e s k

D o c s

M a rt in

L u th e r K in g

J r.

N a ti o n a l H is to ri c a l P a rk

V is it o r C e n te r a n d

H e a d q u a rt e rs

M A L U

N P S

R e n o v a ti o n

C A .r v t

FIRST FLOOR ENLARGED

PLAN

293291 48

A1.2

GWWO

GWWO

GWWO

04/26/2024

SCALE AA1.2

1 FIRST FLOOR ENLARGED PLAN

CONSTRUCTION NOTES ON SHEET

9.1 PROVIDE ACOUSTIC CEILING TILE ASSEMBLY.

9.2 PROVIDE GYPSUM BOARD CEILING ASSEMBLY.

9.4 PROVIDE FLUID APPLIED FLOORING AND BASE.

9.5 PROVIDE CERAMIC TILE AND CEMENTITIOUS BACKER

BOARD ON WALL.

9.11 INSTALL SALVAGED GRANITE TILE FLOORING.

10.9 PROVIDE TOILET SEAT COVER DESPENSER.

26.1 PROVIDE LIGHT FIXTURES. REFER TO ELECTRICAL.

SCALE OF FEET

4 0 4 8

SCALE A

A .2 2

A3.2

A .12

A3.1

1 2 3

H

2.8 4 4.6 5.2 5.5 6 6.3 6.5 6.9 7.3 7.8 8 94.7 76.86.15.4

H'

J

J'

K

K'

L

M

N

P

Q

M.6

M.3

5 5.6

EXHIBIT HALL

BELOW

LOBBY

BELOW

THEATER

BELOW

CURATORIAL STORAGE

OFFICE

OFFICE

OFFICE

201 STAIR 1

OFFICE

OFFICE

OFFICE

REFERENCE ROOM

OFFICE

OFFICE

ADMIN

STORAGE

MAIL

ROOM

CLOS.

COPY

ROOM

RESTROOM 3

JAN.

CLOS.

RESTROOM 4

BREAK ROOM

OFFICE

221CORRIDOR

ELEV.

MECHANICAL

ROOM

AV ROOM

CURATOR

WORK SPACE

9.1 9.6 26.1

9.1 9.6 26.1 9.1 9.3 26.1

9.1 9.326.1

9.1 9.6 26.1

9.1 9.6 26.1

9.1 9.6 26.1

26.1

9.3 9.6

9.3

9.3

9.3

9.6

9.6

9.3

9.3

9.1 9.6 26.19.3

9.1 9.6 26.19.3

26.1

9.1 9.3 26.19.6

9.1 9.3 26.19.6

9.1 9.3 26.19.6

9.1

9.1

9.3

9.39.6

9.6 26.1

26.1

A7.2

A4.1

A4.1

A4.21

A4.2

A4.2

9.39.1 26.1

9.6 26.1

9.3 26.1

9.3

9.69.69.1 26.1

9.69.1 26.19.5

9.526.19.3

A1.4

217A

200B

216B

203A 202A 201A

205B

201C202B

222B

221B

220B

221C 220A 219A222A

219B

219C 218B

218A

217B

216A

217C

214211

200A

201B

221A

205A

203B

A7.2

A4.2

A4.1

9.12

10.1610.17

AL.4

SIM

NOTE: ALL ITEMS WITHIN CURATORIAL STORAGE

TO REMAIN IN PLACE AND PROTECTED

THROUGHOUT DURATION OF THE WORK.

COORDINATE WITH THE PARK BEFORE ANY

WORK IN CURATORIAL STORAGE BEGINS.

9.6

11/27/20241

A/E FIRM

SUBCONTRACTOR:

NAME: GWWO, INC.

BALTIMORE, MD

TITLE OF SHEET DRAWING NO.

PKG.

NO.

SHEET

OF

SUB SHEET NO.DESIGNED:

CADD:

TECH. REVIEW:

DATE:

REHABILITATE VISITOR CENTER AND HEADQUARTERS

MARTIN LUTHER KING, JR. NATIONAL HISTORIC PARK

188079

SEAL:

:0 :3

P M

A u to d e s k

D o c s

M a rt in

L u th e r K in g

J r.

N a ti o n a l H is to ri c a l P a rk

V is it o r C e n te r a n d

H e a d q u a rt e rs

M A L U

N P S

R e n o v a ti o n

C A .r v t

SECOND FLOOR PLAN 489

293291 49

A1.3

GWWO

GWWO

GWWO

04/26/2024

SCALE AA1.3

1 SECOND FLOOR NEW WORK PLAN

CONSTRUCTION NOTES ON SHEET

9.1 PROVIDE ACOUSTIC CEILING TILE ASSEMBLY.

9.3 REPAIR, REFINISH, AND REPAINT WALLS, METAL

FRAMES AND METAL DOORS.

9.5 PROVIDE CERAMIC TILE AND CEMENTITIOUS BACKER

BOARD ON WALL.

9.6 PROVIDE LUXURY VINYL PLANK FLOORING.

9.12 PROVIDE 1 HR RATED WALL ASSEMBLY. INFILL HOLES

IN WALLS.

10.16 INSTALL SALVAGED ROOM SIGNAGE.

10.17 PROVIDE NEW ROOM SIGNAGE. MATCH EXISTING

SALAVAGED ROOM SIGNAGE..

26.1 PROVIDE LIGHT FIXTURES. REFER TO ELECTRICAL.

SCALE OF FEET

8 0 8 16

SCALE A

6" 6" 11 1/4"

M A X

2'-1"

M

IN

S

IN

K

D E P T H

M A X

REQ. TOE

CLEARANCE

1 3/4"

A7.1

TYP.

PLAM CASEWORK

REMOVEABLE PANEL

CONTINUOUS PLAM

COUNTERTOP WITH

BACKSPLASH

PLUMBING

(REFER TO PLUMBING

FOR MORE INFORMATION)

PLAM SKIRT

MOISTURE RESISTANT,

MEDIUM DENSITY

FIBERBOARD (MDF)

3/4"

MOISTURE RESISTANT,

MEDIUM DENSITY

FIBERBOARD (MDF)

3/4"

2 LAYERS

CONTINUOUS PLAM

COUNTERTOP WITH

BACKSPLASH

BLOCKING

RADIUSED PLAM EDGE

M

IN

2'-1"CONTINUOUS PLAM

COUNTERTOP WITH

BACKSPLASH

METAL COUNTERTOP

SUPPORT BRACKET

3'-0" O.C. MAX

1 3/4"

A7.1

TYP.

A AUTOMATIC SOAP

DISPENSER

B SURFACE MOUNTED

AUTOMATIC HAND

DRYER

D ABA

COMPLIANT

MIRROR

E DOUBLE ROLL

TOILET TISSUE

DISPENSER

F SANITARY NAPKIN

DISPOSAL

G ABA COMPLIANT

GRAB BAR

G.1 = 3'-0" LENGTH

G.2 = 4'-0" LENGTH

M A X

18"

ABA

COMPLIANT

SINK

I ABA

COMPLIANT

FLOOR MOUNTED

TOILET

M A X

J ABA

COMPLIANT

WALL MOUNTED

TOILET

HC SEMI-RECESSED

PAPER TOWEL

DISPENSER AND

WASTE RECEPTACLE

K WALL MOUNTED

URINAL

K.1 = TYPICAL URINAL

K.2 = ABA

COMPLIANT URINAL

M A X

K .2

L ABA

COMPLIANT

CHANGING STATION

M FRAMED MIRROR

24"

S S.1 = SEMI-

RECESSED

AUTOMATIC LARGE

PAPER TOWEL

DISPENSER

S.2 = SMALL PAPER

TOWEL DISPENSER

O BI-LEVEL WATER

FOUNTAIN WITH

BOTTLE FILLER

P SINGLE WATER

FOUNTAIN WITH

BOTTLE FILLER

Q CEILING HUNG

TOILET PARTITION

Q.1 = TYPICAL STALL

Q.2 = AMBULATORY STALL

Q.3 = ABA COMPLIANT STALL

K .1

R URINAL PARTITION

M A X

M

IN

S.1

S.2

T SURFACE-MOUNTED

SEAT-COVER

DISPENSER

T.1 = TYPICAL

T.2 - ABA COMPLIANT

T Y P

T.1

T.2

M A X . 4

M A X

M

IN

M A X

M A X

2'-1"

ADJ

TYP

ADJ

TYP

3"

1'-0"

A7.1

TYP.

BLOCKING

TYP

PLAM CABINETS

CONTINUOUS PLAM

COUNTERTOP

PLAM CABINETS

REFER TO ELEVATIONS

FOR EXTENT OF

UPPER CABINETS

BACKSPLASH AND

SIDESPLASH.

SAME AS COUNTERTOP

REFER TO ELEVATIONS.

SOLID SURFACE

COUNTERTOP AT

BREAKROOM ONLY

A7.1

TYP.

6" 6" 11 1/4"

M A X

2'-1"

M

IN

S

IN

K

D E P T H

M A X

REQ. TOE

CLEARANCE

1 3/4"

A7.1

TYP.

PLAM CASEWORK

REMOVEABLE PANEL

CONTINUOUS PLAM

COUNTERTOP WITH

BACKSPLASH

PLUMBING

(REFER TO PLUMBING

FOR MORE INFORMATION)

1'-0"

A7.1

TYP.

BACKSPLASH AND

SIDESPLASH.

SAME AS COUNTERTOP

REFER TO ELEVATIONS.

SOLID SURFACE

COUNTERTOP AT

BREAKROOM ONLY

12" G.1

J 15"18"

T.2

12" 7" TO 9"

G.2

F

E J

12"

12" 7" TO 9"

G.2

F

E J

12"

GRAB BARS (G.2) AND ABA COMPLIANT

TOILET REQ. FOR RA2 ASSEMBLY

BOTH SIDES

NOTE: THESE ITEMS ARE LISTED AS A CONVENIENCE AND ARE NOT A

COMPREHENSIVE LIST OF NIC ITEMS WITHIN THE PROJECT.

SPECIALTY EQUIPMENT N.I.C SCHEDULE

ACC NO.

DIMENSION LIMIT

(WxDxH)

N1 REFRIGERATOR

N2 ELECTRIC STOVE

N3 DISHWASHER

N4 MICROWAVE

NOTES

ITEM

36 1/2" x N/A" x 66"

36" x 24" x 34"

30" x 24" x 32 1/2"

30" x 17" x 18"

WATER & ICE

DISPENSER

N5 VENDING MACHINE 44" x 34" x 90"

PLAM CABINET

MOISTURE RESISTANT,

MEDIUM DENSITY

FIBERBOARD (MDF)

3/4"

2 LAYERS

CONTINUOUS PLAM

COUNTERTOP WITH

BACKSPLASH

RADIUSED PLAM EDGE

PLAM CABINET

1/2" THICK NOMINAL SOLID

SURFACE COUNTER

3/4" THICK

PLYWOOD

JOINT SEALANT AND

BACKER ROD

PLAM SKIRT

1/2" THICK NOMINAL SOLID

SURFACE COUNTER

3/4" THICK

PLYWOOD

JOINT SEALANT AND

BACKER ROD

BLOCKING

11/27/20241

A/E FIRM

SUBCONTRACTOR:

NAME: GWWO, INC.

BALTIMORE, MD

TITLE OF SHEET DRAWING NO.

PKG.

NO.

SHEET

OF

SUB SHEET NO.DESIGNED:

CADD:

TECH. REVIEW:

DATE:

REHABILITATE VISITOR CENTER AND HEADQUARTERS

MARTIN LUTHER KING, JR. NATIONAL HISTORIC PARK

188079

SEAL:

:0 :3

P M

A u to d e s k

D o c s

M a rt in

L u th e r K in g

J r.

N a ti o n a l H is to ri c a l P a rk

V is it o r C e n te r a n d

H e a d q u a rt e rs

M A L U

N P S

R e n o v a ti o n

C A .r v t

ACCESSORIES

SCHEDULE & TYPICAL

DETAILS

293291 64

A7.1

GWWO

GWWO

GWWO

04/26/2024

NO SCALEA7.1

5 ABA COMPLIANT SINK - TYP SECTION DETAIL

NO SCALEA7.1

TYP COUNTERTOP EDGE

WITH SKIRT

NO SCALEA7.1

6 COUNTER DETAIL TYP

NO SCALE

ACCESSORIES SCHEDULE

NO SCALEA7.1

3 CASEWORK DETAIL TYP

NO SCALEA7.1

ABA COMPLIANT SINK W/ UPPER CABINET -

TYP SECTION DETAIL

NO SCALEA7.1

8 RA3 ELEVATIONS

NO SCALEA7.1

7 RA1 & RA2 ELEVATION

NO SCALEA7.1

TYP COUNTERTOP EDGE

WITH CABINET

NO SCALEA7.1

SOLID SURFACE COUNTERTOP WITH CABINET

AT BREAKROOM

NO SCALEA7.1

SOLID SURFACE COUNTERTOP EDGE WITH

SKIRT

1 1

M

36"

OPEN TO

BEYOND

OPEN TO

BEYOND

118A OPEN TO

BEYOND

24"

C

118B

D D D

AA

B B

EQ

EQ

EQ

EQ

51"48"

OPEN TO

BEYOND

RA3 RA1 RA1 RA1 RA1

Q.3 Q.1 Q.1 Q.1Q.1

T.1 T.1 T.1 T.1

OPEN TO

BEYOND

RA1 RA1 RA1 RA2 RA3

Q.3Q.2Q.1Q.1Q.1

T.1 T.1 T.1 T.1

OPEN TO

BEYOND

K.2 K.1 K.1 K.1 K.1 K.1

R

TYP

D

HRA3

T.2

17" 14" 18"

A

RA3

CLR

60" L

OPEN TO

BEYOND

OPEN TO

BEYOND

N5 N5

110B

FILL-IN MISSING

BASE WITH B-3

FILL-IN MISSING

BASE WITH B-3

OPEN TO

BEYOND

OPEN TO

BEYOND

B-3 BASE EXISTING BASEEXISTING BASE

CORRIDOR

LOBBY

VESTIBULE

110A

B-3 BASE

108A

CORRIDOR

LOBBY

108B

B-3 BASE

OPEN TO

BEYOND

OPEN TO

BEYOND

OPEN TO

BEYOND

OPEN TO

BEYOND

ALIGN BASE CHANGE

WITH THRESHOLD

B-2 B-3 B-3 B-2

OPEN TO

BEYOND

11/27/20241

A/E FIRM

SUBCONTRACTOR:

NAME: GWWO, INC.

BALTIMORE, MD

TITLE OF SHEET DRAWING NO.

PKG.

NO.

SHEET

OF

SUB SHEET NO.DESIGNED:

CADD:

TECH. REVIEW:

DATE:

REHABILITATE VISITOR CENTER AND HEADQUARTERS

MARTIN LUTHER KING, JR. NATIONAL HISTORIC PARK

188079

SEAL:

:0 :3

P M

A u to d e s k

D o c s

M a rt in

L u th e r K in g

J r.

N a ti o n a l H is to ri c a l P a rk

V is it o r C e n te r a n d

H e a d q u a rt e rs

M A L U

N P S

R e n o v a ti o n

C A .r v t

INTERIOR ELEVATIONS -

FIRST FLOOR

293291 66

A7.3

GWWO

GWWO

GWWO

04/26/2024

SCALE AA7.3

2 GROUP RESTROOM ELEVATION 2

SCALE AA7.3

3 GROUP RESTROOM ELEVATION 3

SCALE AA7.3

4 GROUP RESTROOM ELEVATION 4

SCALE AA7.3

1 GROUP RESTROOM ELEVATION 1

SCALE AA7.3

6 WOMAN'S RESTROOM ELEVATION 6

SCALE AA7.3

5 GROUP RESTROOM ELEVATION 5

SCALE AA7.3

7 MEN'S RESTROOM ELEVATION 7

SCALE AA7.3

RESTROOM 2

ELEVATION 1

SCALE AA7.3

RESTROOM 2

ELEVATION 2

SCALE AA7.3

RESTROOM 2

ELEVATION 3

SCALE AA7.3

RESTROOM 2

ELEVATION 4

SCALE AA7.3

15 CORRIDOR 110 ELEVATION 4

SCALE AA7.3

12 CORRIDOR 110 ELEVATION 1

SCALE AA7.3

13 CORRIDOR 110 ELEVATION 2

SCALE AA7.3

14 CORRIDOR 110 ELEVATION 3

SCALE OF FEET

4 0 4 8

SCALE A

SCALE AA7.3

19 VESTIBULE 110A ELEVATION 4

SCALE AA7.3

VESTIBULE 110A

ELEVATION 1

SCALE AA7.3

17 VESTIBULE 110A ELEVATION 2

SCALE AA7.3

VESTIBULE 110A

ELEVATION 3

D

12"

I

12"

T.2 G.1

18"

15"

7" TO 9" 12"

12"

G.2

I

E F 36"

M

14" 6"

A

S.1

FILLER

30"

36" 30" 30" 30"

8" 9"

A S.2

N3N1

FILLER

N2

FILLER

36"36"30"

36" 36" FILLERFILLER 18" 36" 36" 30"

N4

36"36"

203B204

12" 14" A S.1

11/27/20241

A/E FIRM

SUBCONTRACTOR:

NAME: GWWO, INC.

BALTIMORE, MD

TITLE OF SHEET DRAWING NO.

PKG.

NO.

SHEET

OF

SUB SHEET NO.DESIGNED:

CADD:

TECH. REVIEW:

DATE:

REHABILITATE VISITOR CENTER AND HEADQUARTERS

MARTIN LUTHER KING, JR. NATIONAL HISTORIC PARK

188079

SEAL:

:0 :3

P M

A u to d e s k

D o c s

M a rt in

L u th e r K in g

J r.

N a ti o n a l H is to ri c a l P a rk

V is it o r C e n te r a n d

H e a d q u a rt e rs

M A L U

N P S

R e n o v a ti o n

C A .r v t

INTERIOR ELEVATIONS -

SECOND FLOOR

293291 67

A7.4

GWWO

GWWO

GWWO

04/26/2024

SCALE AA7.4

1 RESTROOM 4 ELEVATION 1

SCALE AA7.4

2 RESTROOM 4 ELEVATION 2

SCALE AA7.4

3 RESTROOM 4 ELEVATION 3

SCALE AA7.4

4 RESTROOM 4 ELEVATION 4

SCALE AA7.4

6 BREAK ROOM ELEVATION 1

SCALE AA7.4

7 BREAK ROOM ELEVATION 2

SCALE AA7.4

8 CORRIDOR 200 ELEVATION 1

SCALE OF FEET

4 0 4 8

SCALE A

SCALE AA7.4

5 RESTROOM 3 ELEVATION 4

NOTE 1: FOR PATTERNS, SEE FINISH PLANS AND INTERIOR ELEVATIONS

NOTE 2: MANUFACTURER LISTED AS BASIS OF DESIGN OR APPROVED EQUAL PER SALIENT CHARACTERISTICS

OUTLINE IN SPEC SECTIONS LISTED AND FINISH SCHEDULE ABOVE.

INTERIOR FINISH SCHEDULE

ITEM MATERIAL DESCRIPTION MFR/STYLE/COLOR (BASIS OF DESIGN OR EQUAL)

FINISH TYPES

WALL FINISH

W-1

W-2

PAINTED WALLS

PORCELAIN TILE

BASE FINISH

PPG - PPG1006-1 GYPSUM

DALTILE/VOLUME 1.0/TRUFFLE VL64/12"X24"

B-1

B-2

RUBBER

FLUID APPLIED

JOHNSONITE/BASEWORKS 4" TOE/BURNT UMBER

5 1/2"

FLOOR FINISH

ROOM NAME ###

WALL

ROOM NUMBER

* = ALTERNATE, IF APPLICABLE

BASE FLOOR

ALT*

F-1 LUXURY VINYL PLANK

F-2

FLUID APPLIEDF-3

SEALED CONCRETE

VCT ARMSTRONG FLOORING/IMPERIAL TEXTURE/SILK 59234/12"X12"

F-4

EXISTING GRANITE TILEF-5

EXISTING EXPOSED CONCRETEF-6

DOOR & FRAME FINISH

PAINTED DOOR/FRAME

PAINTED DOOR/FRAME

PPG - PPG1007-3 GHOST WRITER

SEE DOOR SCHEDULE FOR DOOR/FRAME FINISH.

MATCH EXISTING COLOR AT EXTERIOR HM DOORS/FRAMES.

SEE DOOR SCHEDULE FOR DOOR/FRAME FINISH.

PNT1

PNT3

SECTION

099123

096700

096700

096700

099123

096500

096500

096500

033511

B-3 GRANITE BASE 5 1/2" MATCH EXISTING

F-7 SALVAGED GRANITE TILE

F-8 WALK-OFF MAT ULTRA ENTRY: EXTRUDED PVC GRID / BLACK BASE / NY

CHARCOAL SPLASH INSERT.

124813

W-3 PAINTED WALLS PPG - PPG1001-7 BLACK MAGIC

B-4 WOOD BASE 3" PAINTED WOOD - PPG - PPG1006-1 GYPSUM

099123

PAINTED DOOR/FRAME PPG - PPG1006-1 GYPSUM

SEE DOOR SCHEDULE FOR DOOR/FRAME FINISH.

PNT2

099113

099123

F-7A LUXURY VINYL PLANK

OVERLAID F-5

096500

062000

FLOOR FINISH COLOR KEY

TYPE SYMBOL SPEC SECTION

LVP

VCT

FLOOR FINISHES

FLUID APPLIED

EXISTING FLOOR TO REMAIN

SEALED CONCRETE

096700

096500

096500

033511

WALK-OFF MAT 124813

SALVAGED GRANITE TILE

NOTE: FOR PATTERNS, SEE FINISH PLANS AND INTERIOR ELEVATIONS

FLOOR TRANSISTION & TRESHOLD SCHEDULE

FLOOR FINISH TO FLOOR FINISH MFR/STYLE/COLOR

F-1 F-1

F-1 F-2

F-1 F-5

F-1 F-6

F-2 F-2

F-2 F-5

F-3 F-3

F-3 F-4

F-5 F-5

NO THRESHOLDF-6 F-6

SECTION

F-3 F-5

F-5 F-6

096500

096500

096700

096700

096700

096700

096700

F-7A F-5

NO THRESHOLD

T-1 RUBBER REDUCER

NO THRESHOLD

NO THRESHOLD

NO THRESHOLD

NO THRESHOLD

T-4/T-5 METAL TRANSITION

T-3 RUBBER TRANSITION

T-1 RUBBER REDUCER

T-4/T-5 METAL TRANSITION

T-2 METAL REDUCER

T-2 METAL REDUCER

T-4/T-5 METAL TRANSITION

096500

F-3 F-7 096700T-4/T-5 METAL TRANSITION

WALL TYPE

VARIES

METAL TILE EDGE TRIM

FLUID APPLIED FLOOR

SEE SCHEDULE

PORCELAIN WALL TILE,

SEE ELEVATIONS FOR

LOCATIONS

FLUID APPLIED BASE

SEE SCHEDULE

1/2"

WALL TILE

SEE SCHEDULE

WALL TYPE

VARIES

METAL TILE EDGE TRIM 1/2"

WALL TILE

SEE SCHEDULE

WALL TYPE VARIES

WALL TILE

SEE SCHEDULE

METAL SQUARE

EDGE-TILE TRIM CORNER 1/2"

W-2

B-2 / B-4 SEE FINISH

PLANS AND ELEVATIONS

BETWEEN OPENINGS

CENTER TILE

O F

C E

IL

IN

G

U .N .O

E X T E N D

T O

U N D E R S

ID

E

RUBBER

REDUCER STRIP

DOOR, SEE

PLANS FOR

LOCATIONS

FLOOR FINISH

SEE FINISH

PLANS

FLOOR FINISH

SEE FINISH PLANS

T1

THRESHOLD

RUBBER REDUCER STRIP

METAL REDUCER

STRIPFLOOR FINISH

SEE FINISH

PLANS

FLOOR FINISH

SEE FINISH PLANS

T2

THRESHOLD

METAL REDUCER STRIP

DOOR, SEE

PLANS FOR

LOCATIONS

FLOOR FINISH

SEE FINISH

PLANS

FLOOR FINISH

SEE FINISH

PLANS

RUBBER

TRANSITION STRIP

T3

THRESHOLD

RUBB…