Am_0006-Drawings.pdf

L01 - 06

FINISH

FLOOR LEVEL

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L07

LOUVER SUPPORT

VERTICAL LOUVER MULLION

PREFINISHED ALUMINUM

LOUVER

FASTENER

METAL LOUVER.

ALIGN W/ FACE OF

MTL. PANEL

INSULATED METAL

WALL PANEL

CONTINUOUS SHEET

METAL FLASHING IN BED

OF CONT .SEALANT.

SUPPORT ANGLE BY LOUVER

SUPPLIER AT PERIMETER OF

OPENINGS - FASTEN TO

STRUCTURE AND LOUVER TYP.

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STRUCTURAL STEEL GIRT

RE: STRUCTURAL

FRAME WIDTH

METAL FLASHING

MTL. PANEL

CLOSURE PROFILE

(2) ROWS OF SEALANT

(2) ROWS OF SEALANT

CONTINUOUS SEALANT

CONTINUOUS METAL

CLEAT & SEALANT

FROM GRID TO FACE OF GIRT

1' - 4" OR 2' - 0"

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SUPPORT ANGLE BY

LOUVER SUPPLIER AT

PERIMETER OF OPENINGS -

FASTEN TO STRUCTURE

AND LOUVER TYP.

METAL LOUVER

CONT. SEALANT

INSULATED METAL

WALL PANEL

COL

FROM GRID TO FACE OF GIRT

1' - 4" OR 2' - 0"

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BIRD SCREEN

STEEL CHANNEL

RE: STRUCTURALMETAL WALL PANEL

STANDARD TRIM

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METAL LOUVER

METAL WALL

PANEL

PREFINISHED METAL

FLASHING IN CONT.

BED OF SEALANT

SUPPORT ANGLE BY

LOUVER SUPPLIER AT

PERIMETER OF OPENINGS -

FASTEN TO STRUCTURE

AND LOUVER TYP.

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MANUFACTURER

STANDARD END

TRIM W/ WEEPS

CONT. SEALANT

(2) ROWS OF SEALANT

(2) ROWS OF SEALANT

FROM GRID TO FACE OF GIRT

1' - 4" OR 2' - 0"

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METAL LOUVER

METAL WALL

PANEL

PREFINISHED METAL

FLASHING IN CONT.

BED OF SEALANT

SUPPORT ANGLE BY LOUVER

SUPPLIER AT PERIMETER OF

OPENINGS - FASTEN TO STRUCTURE

AND LOUVER TYP.

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RE: STRUCTURAL

MANUFACTURER

STANDARD END

TRIM W/ WEEPS

CONT. SEALANT

(2) ROWS OF SEALANT

(2) ROWS OF SEALANT

FROM GRID TO FACE OF BENT PLATE

1' - 4"

STEEL BENT PLATE

RE: STRUCTURAL

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US Army Corps of Engineers ®

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0 3" 6" 9"

0 3" 6" 9"

0 3" 6" 9"

LOUVER SCHEDULE

QUANTITY TYPE

SIZE HEAD

HEIGHT

SILL

HEIGHT

DETAILS

REMARKSWIDTH HEIGHT HEAD JAMB SILL

6 L01 10' - 2" 6' - 10" 47' - 3" 40' - 5" K1 / A-671 A1 / A-671 F1 / A-671

4 L02 9' - 2" 4' - 2" 37' - 9" 33' - 7" K1 / A-671 A1 / A-671 F1 / A-671

2 L03 8' - 2" 2' - 10" 37' - 8" 34' - 10" K1 / A-671 A1 / A-671 F1 / A-671

1 L04 7' - 2" 2' - 10" 17' - 10" 15' - 0" K1 / A-671 A1 / A-671 F1 / A-671

4 L05 3' - 2" 2' - 10" 17' - 10" 15' - 0" K1 / A-671 A1 / A-671 F1 / A-671

2 L06 13' - 2" 2' - 10" 17' - 10" 15' - 0" K1 / A-671 A1 / A-671 F1 / A-671

1 L07 30' - 0" 9' - 6" 22' - 2" 12' - 8" K8 / A-671 A1 / A-671 F1 / A-671

SCALE: 3" = 1'-0"

A8

LOUVER DETAIL - VERTICAL MULLION

0 3" 6" 9"

SCALE: 3" = 1'-0"F1

LOUVER SILL DETAIL

SCALE: 3" = 1'-0"

A1

LOUVER JAMB DETAIL

SCALE: 3" = 1'-0"K1

LOUVER HEAD DETAIL

VARIES

SCALE: 3" = 1'-0"K8

LOUVER HEAD DETAIL

0 3" 6" 9"

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GENERAL SHEET NOTES:

REFER TO INTERIOR ELEVATIONS, REFLECTED CEILING DRAWINGS,

FLOOR FINISH DRAWINGS, WALL FINISH DRAWINGS, ENLARGED PLAN

DRAWINGS AND INTERIOR DETAIL DRAWINGS FOR ADDITIONAL FINISH

PLACEMENT INFORMATION.

REFER TO ELECTRICAL DRAWINGS, MECHANICAL DRAWINGS,

STRUCTURAL DRAWINGS AND COMMUNICATION DRAWINGS FOR

COORDINATION OF BUILDING FINISHES TO BUILDING SYSTEMS.

REFER TO FLOOR FINISH DRAWINGS FOR PLACEMENT OF FLOOR

FINISHES, FLOOR PATTERNS AND FLOOR MATERIAL CHANGES. REFER TO

FLOORING TRANSITION DETAILS FOR TRANSITIONS BETWEEN ADJOINING

FLOORING MATERIALS.

REFER TO WALL FINISH DRAWINGS AND INTERIOR ELEVATIONS FOR

WALL FINISH EXTENTS, CORNER GUARD LOCATIONS, SIGNAGE, AND

SPECIALTY WALL FINISH LOCATIONS.

REFER TO REFLECTED CEILING DRAWINGS FOR CEILING HEIGHTS AND

CEILING MATERIAL EXTENTS.

REFER TO ENLARGED TOILET DRAWINGS, WALL FINISH PLANS AND

INTERIOR ELEVATIONS FOR PLACEMENT OF INTERIOR FINISHES IN

TOILET/LOCKER ROOMS.

REFER TO STAIR DETAILS FOR TYPICAL STAIR FINISH ASSIGNMENT.

REFER TO MILLWORK DETAIL DRAWINGS AND INTERIOR ELEVATIONS

FOR ASSIGNMENT OF SOLID SURFACE AND PLASTIC LAMINATE FINISHES

AND ADDITIONAL INFORMATION.

PROVIDE BLOCKING AS REQUIRED TO SECURE ALL WALL MOUNTED

ITEMS INCLUDING TOILET FIXTURES, TOILET ACCESSORIES, TOILET

PARTITIONS, MILLWORK, COUNTERTOP SUPPORTS, MARKERBOARDS,

TACKBOARDS, FLAT PANEL DISPLAYS, ACOUSTICAL WALL PANELS, AND

ANY OTHER WALL MOUNTED OBJECT.

UNLESS NOTED OTHERWISE, ALL EXPOSED STRUCTURAL STEEL TO BE

PAINTED TO MATCH ADJACENT WALL OR CEILING SURFACE.

ALL METAL FABRICATIONS, HANDRAILS, LADDERS, GUARDRAILS, DOORS,

AND FRAMES TO BE PA-5. MAN DOORS IN HANGAR DOOR TO MATCH

HANGAR DOOR.

ALUMINUM STOREFRONT DOORS AND ALUMINUM WINDOWS TO BE

CLEAR ANODIZED ALUMINUM FINISH.

INTERIOR CAULKING TO MATCH ADJACENT WALL FINISH COLOR.

NO FINISHES REQUIRED ON CONCRETE WALLS OR CONCRETE CEILINGS

UNLESS NOTED OTHERWISE.

ALL EXPOSED CONCRETE FLOORS MUST BE SEALED, UNLESS NOTED

OTHERWISE.

REFER TO SPECIFICATION FOR CORNER GUARD HEIGHTS AND

INSTALLATION METHOD.

AT GYPSUM BOARD SOFFITS AND BULKHEADS, PAINT ALL EXPOSED

SURFACES.

PAINT ALL EXPOSED STRUCTURAL STEEL ELEMENTS, MISCELLANEOUS

STEEL, PIPING, HANGERS, VALVES AND CONDUITS EXCEPT PRE-

FINISHED LINER PANELS AND FOAM GENERATORS. THE PAINT COLOR IS

TO MATCH ADJACENT WALL OR CEILING COLOR. ALL FIRE PROTECTION

PIPING COLOR MUST BE SAFETY RED.

ALL EXPOSED MECHANICAL AND ELECTRICAL EQUIPMENT AND

ASSOCIATED SUPPORTING EQUIPMENT TO BE PAINTED TO MATCH

ADJACENT WALL OR CEILING FINISH UNLESS OTHERWISE REQUIRED BY

CODE. COORDINATE WITH MECHANICAL / ELECTRICAL FOR FINISHES ON

MECHANICAL OR ELECTRICAL EQUIPMENT.

DO NOT PAINT PRE-FINISHED ITEMS, FINISHED METAL SURFACES,

OPERATING PARTS, LABELS OR WARNINGS.

REFER TO AND COORDINATE WITH FURNITURE DRAWINGS AND TYPICAL

MOUNTING HEIGHTS DRAWING FOR WALL MOUNTING HEIGHTS OF FF&E,

VISUAL DISPLAYS AND AUDIO VISUAL EQUIPMENT.

PROVIDE SOLID SURFACE WINDOW SILLS AT ALL WINDOWS (SSF-1).

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US Army Corps of Engineers ®

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ROOM FINISH SCHEDULE

ROOM

NUMBER ROOM NAME

FLOOR BASE WALLS

CEILING REMARKSFINISH FINISH

NORTH EAST SOUTH WEST

FINISH FINISH FINISH FINISH

136A SECURE VEST EF-1 - PA-1 PA-1 PA-1 PA-1 PAINTED GYP., PA-4

137 AIR SHOWER EF-2 RB-1 PA-2 PA-2 PA-2 PA-2 PAINTED GYP., PA-4

138 INITIAL ACCUMULATION POINT EF-2 EF-2 TLP-1/PE-1 PE-1 PE-1 PE-1 PAINTED GYP., PA-4

139 (M) DIRTY EF-2 EF-2 TLP-1/PE-1 TLP-1/PE-1 TLP-1/PE-1 PE-1 PAINTED GYP., PA-4

140 (M) DIRTY SHOWER EF-2 EF-2 PE-1/SSF-2 TLP-1/PE-1/

SSF-2

PE-1/SSF-2 PE-1 PAINTED GYP., PA-4

141 (M) CLEAN EF-2 EF-2 TLP-1/PE-1 TLP-1/PE-1 TLP-1/PE-1 TLP-1/PE-1 PAINTED GYP., PA-4

142 (M) CLEAN SHOWER EF-2 EF-2 PE-1/SSF-2 PE-1 PE-1/SSF-2 TLP-1/PE-1

/SSF-2

PAINTED GYP., PA-4

143 JAN EF-2 EF-2 PA-1 PA-1 FRP-1/PA-1 FRP-1/PA-1 PAINTED GYP., PA-4

144 (W) CLEAN EF-2 EF-2 TLP-1/PE-1 TLP-1/PE-1 TLP-1/PE-1 PE-1 PAINTED GYP., PA-4

145 (W) CLEAN SHOWER EF-2 EF-2 TLP-1/PE-1/

SSF-2

PE-1/SSF-2 TLP-1/PE-1/S

SF-2

PE-1 PAINTED GYP., PA-4

146 (W) DIRTY SHOWER EF-2 EF-2 TLP-1/PE-1/

SSF-2

PE-1/SSF-2 TLP-1/PE-1/S

SF-2

PE-1 PAINTED GYP., PA-4

147 (W) DIRTY EF-2 EF-2 TLP-1/PE-1 TLP-1/PE-1 TLP-1/PE-1 PE-1 PAINTED GYP., PA-4

148 ELEC EF-2 - PA-1 PA-1 PA-1 PA-1 EXPOSED, PA-4

149 FIELD TRAINING DETACHMENT EF-2 RB-1 PA-2 PA-2 PA-2 PA-2 ACT-1

150 SILICONE SANDING

ROOM

EF-1 - PA-1 PA-1 PA-1 PA-1 PAINTED GYP., PA-4

151 COMPOSITE SANDING ROOM EF-1 - PA-1 PA-1 PA-1 PA-1 PAINTED GYP., PA-4

151A SECURE VEST EF-1 - PA-1 PA-1 PA-1 PA-1 PAINTED GYP., PA-4

152 AIR SHOWER EF-2 RB-1 PA-2 PA-2 PA-2 PA-2 PAINTED GYP., PA-4

153 PAINT BOOTH EF-1 - PA-1 PA-1 PA-1 PA-1 EXPOSED, PA-4

154 CORRIDOR EF-2 RB-1 PA-2 PA-2 PA-2 PA-2 PAINTED GYP., PA-4

154A CORRIDOR EF-2 RB-1 PA-2 PA-2 PA-2 PA-2 PAINTED GYP., PA-4

154B CORRIDOR EF-2 RB-1 PA-2 PA-2 PA-2 PA-2 PAINTED GYP., PA-4

155 CORRIDOR EF-2 RB-1 PA-2 PA-2 PA-2 PA-2 ACT-1

156 FOAM ROOM CH-1 - PA-1 PA-1 PA-1 PA-1 CONCRETE LID

157 VEST WOM-1 RB-1 PA-2 PA-2 PA-2 PA-2 PAINTED GYP., PA-4

158 STORAGE EF-2 - PA-1 PA-1 PA-1 PA-1 EXPOSED, PA-4

159 AHU CH-1 - PA-1 PA-1 PA-1 PA-1 PAINTED GYP., PA-4

SECOND FLOOR

200 MECHANICAL CH-1 RB-1 PA-1 PA-1 PA-1 PA-1 EXPOSED, PA-4 IMPACT RESISTANT

GYP. BD. BOTTOM 8'-0"

TYP.

201 STAIR 01 CH-3 - PA-1 PA-1 PA-1 PA-1 EXPOSED

CONCRETE

STAIR TREADS TO BE

CH-2. ALL OTHER

FLOOR SURFACES IN

STAIRWELL TO BE

CH-3 U.O.N.

202 STAIR 02 CH-3 - PA-1 PA-1 PA-1 PA-1 EXPOSED

CONCRETE

STAIR TREADS TO BE

CH-2. ALL OTHER

FLOOR SURFACES IN

STAIRWELL TO BE

CH-3 U.O.N.

ROOM FINISH SCHEDULE

ROOM

NUMBER ROOM NAME

FLOOR BASE WALLS

CEILING REMARKSFINISH FINISH

NORTH EAST SOUTH WEST

FINISH FINISH FINISH FINISH

GROUND FLOOR

101 SUPPLY PLENUM CH-3 - PA-1 PA-1 PA-1 PA-1 EXPOSED, PA-4

102 HANGAR BAY 1 EF-1 EF-1 PA-1 PA-1 PA-1 PA-1 WALKABLE

103A EXHAUST PLENUM CH-2 - PA-1 PA-1 PA-1 PA-1 EXPOSED, PA-4

103B EXHAUST PLENUM CH-2 - PA-1 PA-1 PA-1 PA-1 EXPOSED, PA-4

104 VEST EF-1 RB-1 PA-1 PA-1 PA-1 PA-1 CONCRETE LID

105 VEST EF-1 RB-1 PA-1 PA-1 PA-1 PA-1 CONCRETE LID

107 AIR COMPRESSOR CH-1 - PA-1 PA-1 PA-1 PA-1 EXPOSED, PA-4

108 ELEC CH-1 - PA-1 PA-1 PA-1 PA-1 EXPOSED, PA-4

109 FOAM ROOM CH-1 - PA-1 PA-1 PA-1 PA-1 CONCRETE LID

110 BOILER ROOM CH-1 - PA-1 PA-1 PA-1 PA-1 EXPOSED, PA-4

112 SECURE OFFICE EF-2 RB-1 PA-1 PA-1 PA-1 PA-1 ACT-1

112A SECURE VEST EF-2 RB-1 PA-1 PA-1 PA-1 PA-1 ACT-1

114 OFFICE EF-2 RB-1 PA-3 PA-2 PA-2 PA-2 ACT-1

115 BREAK ROOM EF-2 / EF-3 /

EF-4

RB-1 PA-3 PA-2 PA-2 PA-3 ACT-2 / ACT-3 /

PAINTED GYP., PA-4

116 LOCKER ROOM EF-2 RB-1 PA-2 PA-2 PA-2 PA-2 PAINTED GYP., PA-4

117 VEST WOM-1 RB-1 PA-2 PA-2 PA-2 PA-2 PAINTED GYP., PA-4

118 TRAINING ROOM EF-2 RB-1 PA-2 PA-2 PA-2 PA-2 ACT-1

119 OFFICE EF-2 RB-1 PA-2 PA-2 PA-3 PA-2 ACT-1

120 OFFICE EF-2 RB-1 PA-2 PA-2 PA-3 PA-2 ACT-1

121 MOTHERS ROOM EF-2 RB-1 PA-2 PA-2 PA-2 PA-2 ACT-1

122 COMM CH-1 - PA-1 PA-1 PA-1 PA-1 EXPOSED, PA-4

123 FABRICATION EF-2 - PA-1 PA-1 PA-1 PA-1 EXPOSED, PA-4

124 FIRE PUMP CH-1 - PA-1 PA-1 PA-1 PA-1 EXPOSED, PA-4

125 TOOL / SUPPORT EQUIP EF-2 - PA-1 - PA-1 PA-1 EXPOSED, PA-4

126 HAZMAT/ LO STORAGE M-1 - PA-1 PA-1 PA-1 PA-1 EXPOSED, PA-4 CH-1 ON CONCRETE

BELOW M-1

127 DEMIL CH-1 - PA-1 PA-1 PA-1 PA-1 EXPOSED, PA-4

129 VEST EF-1 - PA-1 PA-1 PA-1 PA-1 CONCRETE LID

130A EXHAUST PLENUM CH-2 - PA-1 PA-1 PA-1 PA-1 EXPOSED, PA-4

130B EXHAUST PLENUM CH-2 - PA-1 PA-1 PA-1 PA-1 EXPOSED, PA-4

131 VEST EF-1 - PA-1 PA-1 PA-1 PA-1 CONCRETE LID

132 HANGAR BAY 2 EF-1 EF-1 PA-1 PA-1 PA-1 PA-1 WALKABLE

133 SUPPLY PLENUM CH-3 - PA-1 PA-1 PA-1 PA-1 EXPOSED, PA-4

134 STAIR 02 CH-3 - PA-1 PA-1 PA-1 PA-1 CONCRETE LID STAIR TREADS TO BE

CH-2. ALL OTHER

FLOOR SURFACES IN

STAIRWELL TO BE

CH-3 U.O.N.

135 STAIR 01 CH-3 - PA-1 PA-1 PA-1 PA-1 CONCRETE LID STAIR TREADS TO BE

CH-2. ALL OTHER

FLOOR SURFACES IN

STAIRWELL TO BE

CH-3 U.O.N.

136 LO PART STORAGE EF-1 - PA-1 PA-1 PA-1 PA-1 PAINTED GYP., PA-4

FINISH LEGEND - BASIS OF DESIGN OR EQUIVALENT

MATERIAL DESCRIPTION MANUF. MODEL NUMBER PRODUCT NUMBER COLOR REMARKS

BASE

RB-1 RUBBER BASE ROPPE - 177 STEEL BLUE

CASEWORK

PLAM-1 PLASTIC LAMINATE FORMICA 8909-NG - CASCARA TEAKWOOD

SS-1 STAINLESS STEEL - - - -

SSF-1 SOLID SURFACE WILSONART - 9218CM GREY BEOLA

CEILING

ACT-1 24" x 24" / 15/16" SQUARE ARMSTRONG OPTIMA TEGULAR 3354 WHITE

ACT-2 24" x 24" METAL CEILING PANEL / PERFORATED ARMSTRONG METALWORKS TEGULAR 6462 WHITE / M3

ACT-3 8" ALUMINUM TRIM - ACOUSTICAL CEILING TRIM ARMSTRONG AXIOM TRIM TO MATCH SW9150 ENDLESS SEA

PA-4 ACRYLIC/LATEX; CEILING SHERWIN WILLIAMS - SW7007 CEILING BRIGHT WHITE / EGGSHELL

FLOORING

CH-1 CONCRETE - HARDENED/SEALER - - - -

CH-2 CONCRETE - UNFINISHED - - - -

CH-3 CONCRETE - HARDENED/SEALER WITH BROOM FINISH - - - -

EF-1 EPOXY FLOORING - 3 COAT HANGAR FLOOR TENNANT CO. HEAVY DUTY TROWELED EPOXY MORTAR SYSTEM - WHITE 1.

EF-2 BROADCAST FLAKE EPOXY - COLOR TO MATCH SHERWIN WILLIAMS, 6" BASE TENNANT CO. FLAKE DB - CHIPS UNLIMITED CUSTOM MIX C12-661 / C22-712 / C12-910 6248 JUBILEE 12% / 6246 NORTH STAR 75% / 6250 GRANITE PEAK 13%

EF-3 BROADCAST FLAKE EPOXY - COLOR TO MATCH SHERWIN WILLIAMS TENNANT CO. FLAKE DB - CHIPS UNLIMITED CUSTOM MIX C12-661 / C22-712 / C12-910 6248 JUBILEE 75% / 6246 NORTH STAR 12% / 6250 GRANITE PEAK 13%

EF-4 BROADCAST FLAKE EPOXY - COLOR TO MATCH SHERWIN WILLIAMS TENNANT CO. FLAKE DB - CHIPS UNLIMITED CUSTOM MIX C12-661 / C22-712 / C12-910 6248 JUBILEE 12% / 6246 NORTH STAR 13% / 6250 GRANITE PEAK 75%

M-1 STEEL GRATING - - - -

WOM-1 WALK-OFF MAT SHAW CONTRACT STEPPIN OUT / WELCOME II TILE 5T031 31549 CHARCOAL SPECIFICATION 09 68 00

MISCELLANEOUS

GR-1 GROUT TEC SPECIALTIES - - 934 DELOREAN GRAY

SC-1 NYLON REINFORCED ANITIMICROBIAL SHOWER CURTAIN BRADLEY - 9537 WHITE

SG-1 SIGNAGE MESSAGE COLOR - MATTE FINISH ASI SIGNAGE INNOVATIONS - SC-901 WHITE

SG-2 SIGNAGE BACKGROUND COLOR - MATTE FINISH ASI SIGNAGE INNOVATIONS - SC-904 DARK GREY

TP-1 TOILET PARTITIONS AND URINAL SCREENS SCRANTON PRODUCTS HINY HIDERS - HAMMERED / STAINLESS

WALL

AP-1 ACOUSTICAL WALL PANEL DESIGNTEX MOUNTAINOUS 3034-802 GRAPHITE

CG-1 CORNER GUARD KOROSEAL KOROGARD GS SERIES GS15 S6 STAINLESS STEEL, 2"

FRP-1 FIBERGLASS REINFORCED PANEL MARLITE - 430N MEDIUM GREY

PA-1 ACRYLIC/LATEX; WALL - HANGAR/SHOPS SHERWIN WILLIAMS - SW7757 HIGH REFLECTIVE WHITE / EGGSHELL

PA-2 ACRYLIC/LATEX; WALL - ADMIN/RESTROOMS SHERWIN WILLIAMS - SW6248 JUBILEE / EGGSHELL

PA-3 ACRYLIC/LATEX; ACCENT SHERWIN WILLIAMS - SW9150 ENDLESS SEA / EGGSHELL

PA-5 ACRYLIC/LATEX; TRIM SHERWIN WILLIAMS - SW6250 GRANITE PEAK / EGGSHELL

PE-1 EPOXY; WET WALLS SHERWIN WILLIAMS - SW6248 JUBILEE / EGGSHELL

SSF-2 SOLID SURFACE; WALLS & SHOWER BASE INPRO BIOPRISM P9013 LUNAR

TLP-1 12" X 24" PORCELAIN CROSSVILLE ARGENT - CLEAN SLATE / HONED

EF-1 BASE BID TO BE 3-COAT SYSTEM FUEL RESISTIVE RESINOUS

FLOORING PER SPECIFICATION 09 67 23.15. BID OPTION TO BE 5-COAT

SYSTEM FUEL RESISTIVE RESINOUS FLOORING PER SPECIFICATION 09 67

23.16.

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US Army Corps of Engineers ®

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ARCHITECTURAL GENERAL NOTES

49. ALL EXTERIOR WALL MOUNTED ELEMENTS ON CMU SHALL BE

INSTALLED OVER SMOOTH FACE CMU. CONTRACTOR SHALL

COORDINATE ALL EXTERIOR WALL MOUNTED ELEMENTS BEFORE

EXTERIOR WALL INSTALLATION. PROVIDE SMOOTH FACE CMU AS

REQUIRED WHERE WALL MOUNTED ELEMENTS ARE MOUNTED.

50. ALL EXTERIOR WALL MOUNTED ELEMENTS OVER RIBBED METAL

PANELS MUST BE INSTALLED OVER 14GA, PAINTED, GALVANIZED

SHEET METAL UNLESS NOTED OTHERWISE. SEE DETAIL A9/A-523.

51. ALL METAL WALL PANELS MUST BE CONTINUOUS WITHOUT

JOINTS UNLESS NOTED OTHERWISE.

52. CONSTRUCTION FOR SECURE AREAS, AND SECURE AREA

MATERIAL AND COMPONENTS, MUST COMPLY WITH UFC 4-010-05

AND IC TECH SPECS FOR ICD/ICS 705 AND FULLY MEET AND PASS

ALL ACCREDITATION.

53. CONTRACTOR MUST PROVIDE ACOUSTICAL TESTING OF SECURE

AREAS IN ORDER TO DEMONSTRATE CONFORMANCE WITH

REQUIREMENTS INDICATED IN DOCUMENTS. CONTRACTOR SHALL

HIRE AN INDEPENDENT ACOUSTICAL TESTING AGENCY TO

PERFORM ACOUSTICAL TESTS IN ACCORDANCE WITH ASTM

E336-20 STANDARD TEST METHOD FOR MEASUREMENT OF

AIRBORNE SOUND ATTENUATION BETWEEN ROOMS IN BUILDINGS.

TESTING MUST BE CONDUCTED TO DETERMINE THE APPARENT

SOUND TRANSMISSION CLASS (ASTC) AND APPARENT

TRANSMISSION LOSS (ATL) AS INDICATED IN THE ASTM

STANDARD. CONTRACTOR MUST PROVIDE ONE TEST PER

SECURE AREA IN THE PRESENCE OF THE CONTRACTING OFFICER

AND SITE SECURITY OFFICER. THE ACCREDITING OFFICER MUST

BE NOTIFIED IN ADVANCE AND HAVE THE OPTION TO ATTEND

TESTING IF POSSIBLE. TEST LOCATIONS IN THE BUILDING MUST

BE DETERMINED BY THE SITE SECURITY OFFICER. CONTRACTOR

IS RESPONSIBLE FOR PROVIDING A COMPLETE REPORT OF EACH

TEST IN ACCORDANCE WITH SECTION 13 OF ASTM E336.

CONTRACTOR MUST BE RESPONSIBLE FOR REMEDIATING FAILED

TESTS AND MUST HAVE FAILED LOCATIONS RE-TESTED TO

DEMONSTRATE COMPLIANCE.

26. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF

ALL PENETRATIONS IN THE STRUCTURE FOR THE PROPER

INSTALLATION OF THE WORK. REFER TO STRUCTURAL

DRAWINGS FOR SECONDARY FRAMING AND/OR REINFORCING

REQUIRED AT PENETRATIONS IN STEEL, CONCRETE OR

MASONRY.

27. THE CONTRACTOR MUST PROVIDE ACCESS DOORS OR PANELS

AS REQUIRED FOR SERVICING OF PIPING, DUCTWORK, CABLE

TRAYS, FIRE DAMPERS AND SIMILAR APPLICATIONS. ALL

PROPOSED ACCESS DOOR LOCATIONS TO BE SUBMITTED FOR

APPROVAL PRIOR TO INSTALLATION.

28. PROVIDE ALL HVAC, PLUMBING, GAS OR ELECTRIC SERVICE

CONNECTIONS TO CASEWORK, FIXTURES, SIGNAGE, OR

EQUIPMENT INDICATED (WHETHER UNITS ARE INSTALLED BY

CONTRACTOR OR BY OTHERS).

29. BRACE PARTITIONS, SUSPENDED CEILINGS, SOFFITS,

SUSPENDED ITEMS, ETC. ONLY TO STRUCTURAL ELEMENTS

ABOVE. DO NOT ANCHOR TO ROOF DECK, PLUMBING / SPRINKLER

PIPES, DUCTWORK, ELECTRICAL CONDUIT OR SIMILAR ELEMENTS.

REFER TO SECTION 13 48 73 SEISMIC CONTROL FOR MECHANICAL

EQUIPMENT FOR MORE INFORMATION.

30. EXTEND ALL FLOORING AND WALL-BASE COMPLETELY INTO

RECESSES, UNDER OPEN COUNTERTOPS, AND BEHIND ALL

EQUIPMENT.

31. ALL MATERIALS USED FOR CONSTRUCTION MUST BE NEW AND

UNDAMAGED. THE CONTRACTOR MUST SUBMIT SHOP DRAWINGS

AS REQUIRED IN THE SPECIFICATIONS.

32. THE CONTRACTOR MUST BECOME FULLY ACQUAINTED WITH

CONDITIONS RELATED TO THE WORK. ANY DISCREPANCIES

BETWEEN THE DRAWINGS AND THE ACTUAL CONDITIONS MUST

BE REPORTED TO THE DESIGN PROFESSIONALS FOR

RESOLUTION PRIOR TO PROCEEDING WITH THE WORK.

33. DRAWINGS CONTAINED IN THIS SET MUST NOT BE REPRODUCED

FOR SHOP DRAWINGS. COPIES OF THESE DRAWINGS SUBMITTED

AS SHOP DRAWINGS WILL BE REJECTED AND RETURNED TO THE

CONTRACTOR.

34. EACH INSTALLER MUST EXAMINE SUBSTRATE AND/OR

CONDITIONS UNDER WHICH THE WORK WILL BE INSTALLED AND

REPORT TO THE CONTRACTOR IN WRITING ANY CONDITIONS

DETRIMENTAL TO THE PROPER AND TIMELY EXECUTION OF THE

INSTALLERS WORK. DO NOT PROCEED UNTIL UNSATISFACTORY

CONDITIONS ARE CORRECTED. INSTALLATION MUST CONSTITUTE

ACCEPTANCE OF THE SUBSTRATE AND/OR CONDITIONS.

35. "TYPICAL" (TYP) AS USED IN THESE DOCUMENTS MUST MEAN

THAT THE CONDITIONS OR DIMENSION IS THE SAME OR

REPRESENTATIVE FOR SIMILAR CONDITIONS THROUGHOUT.

36. CONTROL JOINTS (CJ) MUST BE INSTALLED AT ALL PARTITIONS.

CJ AT GYPSUM PARTITIONS MUST BE MAXIMUM 30'-0" O.C., CJ AT

CONCRETE MASONRY UNIT PARTITIONS MUST BE MAXIMUM 20'-0"

O.C., UNLESS OTHERWISE NOTED ON DRAWINGS. REFER TO

ELEVATION DRAWINGS FOR EXTERIOR CONTROL JOINT

LOCATIONS. REVIEW CJ LOCATIONS WITH COR PRIOR TO

INSTALLATION.

37. NON-BEARING PARTITIONS MUST BE ISOLATED FROM THE

BUILDING STRUCTURE TO PREVENT TRANSFER OF BUILDING

LOADS FROM THE STRUCTURE TO THE PARTITIONS.

38. NOT USED.

39. NOT USED.

40. NOT USED.

41. WHERE EXISTING FINISHED SURFACES ARE CUT SO THAT A

SMOOTH TRANSITION WITH NEW WORK IS NOT POSSIBLE,

TERMINATE EXISTING SURFACE ALONG A STRAIGHT LINE AT A

NATURAL LINE OF DIVISION AND MAKE RECOMMENDATION TO

COR.

42. PROTECT EXISTING WORK TO REMAIN. PERFORM CUTTING TO

ACCOMPLISH REMOVALS NEATLY AND AS SPECIFIED FOR

CUTTING NEW WORK. REPAIR ADJACENT CONSTRUCTION AND

FINISH DAMAGED DURING REMOVAL WORK. PATCH AS SPECIFIED

FOR PATCHING NEW WORK.

43. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE EXTENT,

NATURE, AND SCOPE OF WORK DESCRIBED IN THE CONTRACT

DOCUMENTS AND COORDINATING WITH THE COR THE

INTERFACING OF THE EXISTING BUILDING AND THE WORK SHOWN

AND DESCRIBED IN THESE CONTRACT DOCUMENTS.

44. ALL "EXISTING" INFORMATION ON THE CONTRACT DOCUMENTS

HAS BEEN OBTAINED FROM A PREVIOUS SET OF DRAWINGS, OR

FROM FIELD INVESTIGATION AND SUCH "EXISTING" INFORMATION

MUST BE FIELD VERIFIED BY ALL CONTRACTORS.

45. NOT USED.

46. NOT USED.

47. BASIS OF DESIGN PRODUCTS ARE NOT INTENDED TO LIMIT THE

SELECTION FROM OTHER MANUFACTURERS. HOWEVER PRODUCT

QUALITY MUST MATCH TO BASIS OF DESIGN PRODUCT AND

SPECIFICATION REQUIREMENTS.

48. PROVIDE SEALANT AT ALL JOINTS AT ROOFS, WALL SYSTEMS,

PENETRATIONS, FLASHINGS, AND OPENINGS.

1. ALL WORK MUST COMPLY WITH ALL APPLICABLE CODES AND

STANDARDS AS LISTED OR REFERENCED ON LIFE SAFETY PLAN

AND LIFE SAFETY CRITERIA.

2. THE CONTRACTOR MUST INCLUDE ALL WORK REQUIRED TO

COMPLY WITH ALL APPLICABLE CODES AND STANDARDS AS

LISTED OR REFERENCED ON LIFE SAFETY PLAN AND LIFE SAFETY

CRITERIA.

3. DIMENSIONS MUST GOVERN. DETAILS MUST GOVERN OVER

PLANS AND ELEVATIONS. LARGE SCALE DETAILS OR PLANS MUST

GOVERN OVER SMALL SCALE DETAILS OR PLANS. DO NOT SCALE

DRAWINGS.

4. THE GENERAL CONTRACTOR MUST PROVIDE AND INSTALL ALL

EXIT SIGNS, EMERGENCY LIGHTING SYSTEMS, ALARM SYSTEMS

AND AUTOMATIC SPRINKLER SYSTEMS AS REQUIRED BY

APPLICABLE CODES AND STANDARDS OR AS REQUIRED BY THE

AUTHORITY HAVING JURISDICTION.

5. ALL FLOORS MUST BE INSPECTED FOR DAMAGE, WARPING OR

OTHER NOTICEABLE DEVIATIONS AND PATCHED AND LEVELED

PRIOR TO COVERING WITH FLOOR FINISHES, INSTALLATION OF

FLOOR GRATING SYSTEM, OR ERECTION AND INSTALLATION OF

COLD-FORMED FRAMING. TEST FLOOR SLAB MOISTURE CONTENT

BEFORE FLOOR FINISH INSTALLATION AS REQUIRED PER

SPECIFICATION.

6. THE GENERAL CONTRACTOR MUST BE RESPONSIBLE FOR

PROVIDING ALL MANUFACTURER'S RECOMMENDED

MAINTENANCE PROCEDURES AND SCHEDULES.

7. NOT USED.

8. ALL CONSTRUCTION MUST MEET OR EXCEED SPECIFIED

STANDARDS. DETAILS ARE PROVIDED TO INDICATE MINIMUM

QUALITY AND TO GIVE STANDARDS OF CONSTRUCTION. IF A

CONDITION IS NOT SPECIFICALLY DETAILED, SUBMIT A SIMILAR

DETAIL FOR GUIDANCE AND APPROVAL.

9. THE LETTERS I, O, AND Q ARE NOT USED TO INDICATE DETAILS,

SECTIONS OR ELEVATIONS.

10. PROVIDE PRESERVATIVE-TREATED WOOD AT ALL LOCATIONS

WHERE WOOD IS IN DIRECT CONTACT WITH CONCRETE,

MASONRY AND GROUND.

11. PROVIDE 3/4" FIRE-RETARDANT TREATED PLYWOOD BACKING AT

ALL ELECTRICAL, PHONE, AND SECURITY SYSTEM PANELS.

ENSURE ALL LABELS ARE CLEAR OF PAINT AND NOT COVERED.

12. PROVIDE FIRE-RESISTANT TREATED WOOD BLOCKING OR 20

GAUGE MINIMUM METAL BACKING FOR SECURE ANCHORAGE OF

ALL SHELVES, RUNNING TRIM, RAILINGS, SUSPENDED ITEMS,

DOOR-STOPS, GRAB-BARS, AND OTHER SIMILAR WOODWORK,

HARDWARE, SPECIALTIES, ACCESSORIES, FIXTURES, OR

EQUIPMENT.

13. PROVIDE CEMENTITIOUS BACKER UNIT AT ALL AREAS WHERE A

TILE SURFACE IS TO BE INSTALLED ON METAL STUD WALLS.

14. PROVIDE WATER-RESISTANT GYPSUM BOARD AT ALL WET OR

UNCONDITIONED AREAS INCLUDING, BUT NOT LIMITED TO,

PARTITIONS BEHIND SINKS. CONTRACTOR TO ENSURE THAT FIRE

RATING IS MAINTAINED.

15. PAINT, STAIN, OR COAT ALL EXPOSED SURFACES OF

CONSTRUCTION UNLESS NOTED OTHERWISE OR IF SURFACES

ARE PRE-FINISHED.

16. ALL OPENING DIMENSIONS ARE NOMINAL. THE CONTRACTOR

MUST FIELD MEASURE ALL OPENINGS AND COORDINATE WITH

THE APPROPRIATE SUPPLIER FOR ALL DOORS AND WINDOWS.

17. ALL CONDUITS, PLUMBING, PIPING, DUCTWORK, AND OTHER

EQUIPMENT EXPOSED TO VIEW MUST BE LOCATED PARALLEL OR

PERPENDICULAR TO THE STRUCTURAL FRAMING SYSTEM.

18. PROVIDE GALVANIC PROTECTION BETWEEN DISSIMILAR

MATERIALS, WHERE REQUIRED.

19. FIBERGLASS REINFORCED PANELS TO BE INSTALLED UP TO 4'-10"

ABOVE WALL BASE AT ALL MOP SINK LOCATIONS. EXTENT OF

PANELS VARIES BY LOCATION. REFER TO FINISH SCHEDULE,

WALL FINISH DRAWINGS, AND INTERIOR ELEVATIONS.

20. ARCHITECTURAL DETAILS ARE APPLICABLE WHERE INDICATED BY

SECTION CUT, BY NOTE, OR BY DETAIL TITLE. INCORPORATE

SIMILAR DETAILS AT SIMILAR CONDITIONS UNLESS NOTED

OTHERWISE. THE CONTRACTOR MAY REQUEST A CLARIFICATION

IF REQUIRED, OTHERWISE THE MORE STRINGENT

REQUIREMENTS MUST CONTROL.

21. PROVIDE FIRE-STOPPING SYSTEMS AT TOP OF AND AT ALL

PENETRATIONS THROUGH FIRE-RATED WALL ASSEMBLIES AND

FIRE RATED FLOOR ASSEMBLIES.

22. SEAL ALL EXTERIOR BUILDING JOINTS AT BOTH THE EXTERIOR

AND INTERIOR SURFACES AGAINST MOISTURE AND AIR

INFILTRATION.

23. SEAL AROUND ALL DOOR AND WINDOW FRAMES, COUNTERTOPS,

WALL-MOUNTED FIXTURES AND EQUIPMENT TO ADJACENT WALL

SURFACES.

24. THE CONTRACTOR MUST REVIEW THE DIMENSIONS OF ALL

EQUIPMENT IN THE PROJECT REGARDLESS OF THE SOURCE AND

COORDINATE ACCESS TO THE SPACE AND VERIFY CLEAR FLOOR

SPACE IS PROVIDED AS REQUIRED TO ENSURE EASE OF

INSTALLATION.

25. ALL WORK MUST BE OF GOOD QUALITY, FREE FROM DEFECTS,

AND IN ACCORDANCE WITH THE REQUIREMENTS OF THE

CONTRACT DOCUMENTS.

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GENERAL NOTES:

1. ALL DIMENSIONS, ELEVATIONS, AND STATIONS ARE IN FEET UNLESS

INDICATED.

2. ALL PIPE SIZES ARE IN INCHES UNLESS INDICATED OTHERWISE.

3. CALLOUTS, COORDINATES, ELEVATIONS, AND DIMENSIONS ARE

POINTED TO OR MEASURED TO STRUCTURE CENTER, EDGE OF

PAVEMENT, BACK OF CURB, OUTSIDE FACE OF FOUNDATION WALL

OR COLUMN CENTERLINE, UNLESS INDICATED OTHERWISE.

EXISTING CONDITION NOTES:

1. THE LOCATIONS OF STRUCTURES AND UNDERGROUND UTILITIES

AS INDICATED HAVE BEEN OBTAINED FROM EXISTING RECORDS

AND FIELD SURVEYS. UNDERGROUND STRUCTURES AND UTILITIES

MAY BE PRESENT WHICH ARE NOT DOCUMENTED OR LOCATED.

2. THE CONTRACTOR SHALL FIELD-CHECK ALL EXISTING CONDITIONS

AND BE THOROUGHLY FAMILIAR WITH THE SITE BEFORE ANY WORK

COMMENCES. ANY DISCREPANCIES IN THE DRAWINGS SHALL BE

IMMEDIATELY REPORTED TO THE CONTRACTING OFFICER BEFORE

ANY FURTHER WORK COMMENCES.

3. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO FIELD-VERIFY

EXISTING STRUCTURES, UTILITIES, AND SURVEY INFORMATION, AND

TO TAKE NECESSARY PRECAUTIONS DURING DEMOLITION AND

CONSTRUCTION. CONTRACTOR SHALL VERIFY EXISTENCE AND

MARK LOCATIONS OF ALL UTILITIES, INCLUDING SERVICE

CONNECTIONS TO UNDERGROUND UTILITIES PRIOR TO BEGINNING

WORK. CONTRACTOR SHALL CONTACT THE CONTRACTING OFFICER

AND ALL ASSOCIATED UTILITY COMPANIES AND AGENCIES TO

IDENTIFY THE LOCATION OF UTILITIES. THERE IS NO GUARANTEE,

EITHER EXPRESSED OR IMPLIED, THAT THE LOCATIONS, SIZE AND

TYPE OF MATERIAL OF EXISTING UNDERGROUND UTILITIES

INDICATED ARE REPRESENTATIVE OF THOSE TO BE ENCOUNTERED

DURING CONSTRUCTION.

4. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE

CONTRACTING OFFICER OF OPERATIONAL PLANS. IN THE EVENT AN

UNEXPECTED UTILITY OR STRUCTURE INTERFERENCE OR

CONFLICT IS ENCOUNTERED DURING CONSTRUCTION, THE

CONTRACTOR SHALL IMMEDIATELY NOTIFY THE CONTRACTING

OFFICER. ANY UTILITY SERVICES OR STRUCTURES DISTURBED BY

THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED

IMMEDIATELY AT CONTRACTOR'S EXPENSE TO THE SATISFACTION

OF THE CONTRACTING OFFICER.

5. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING ITEMS NOT

TO BE DAMAGED DURING DEMOLITION AND CONSTRUCTION. THE

CONTRACTOR SHALL REPAIR OR REPLACE DAMAGED OR

DISTURBED ITEMS TO THE SATISFACTION OF THE CONTRACTING

OFFICER.

6. SITE AND UTILITY WORK WILL BE OCCURRING IN AREAS WITH

CONTAMINATED SOIL AND SOIL REQUIRING SPECIAL HANDLING. ALL

SOIL HANDLING, SCREENING, SAMPLING AND DISPOSAL SHALL BE

COMPLETED IN ACCORDANCE WITH SPECIFICATION SECTION 02 61

13 AND ALL FEDERAL, STATE, AND LOCAL REQUIREMENTS,

CONTRACTOR SHALL COORDINATE REMOVAL OF CONTAMINATED

MATERIALS WITH THE CONTRACTING OFFICER.

7. THE ASBESTOS AND LEAD PAINT INVESTIGATION FOR THE EXISTING

BUILDINGS, INCLUDING DOCK 60, HAS BEEN PERFORMED. THE

RESULTS OF THE INVESTIGATION ARE CONTAINED IN THE APPENDIX

TO THE PROJECT SPECIFICATIONS.

DEMOLITION NOTES:

1. ALL DEMOLITION, WASTE, DEBRIS, AND UNSATISFACTORY

MATERIALS SHALL BE DISPOSED OF OFF BASE IN ACCORDANCE

WITH ALL FEDERAL, STATE AND LOCAL REGULATIONS.

2. LOCATIONS NOTED FOR DEBRIS REMOVAL MAY CONTAIN ANY OF

THE FOLLOWING MATERIALS: AGGREGATE, CONCRETE, ASPHALT,

MASONRY, FOUNDATIONS, REBAR, FENCE MATERIAL, PIPING, AND

MISCELLANEOUS STRUCTURES. LARGE PIECES OF MATERIAL MAY

NEED TO BE CRUSHED AND/OR BROKEN UP FURTHER IN ORDER TO

BE HAULED AWAY TO THE WASTE DISPOSAL SITE.

3. HANGAR DOCK 60, AND ALL BUILDING DEMOLITION SHALL INCLUDE

COMPLETE REMOVAL OF ALL STRUCTURES, FOUNDATIONS, AND

UTILITIES ASSOCIATED WITH THE EXISTING BUILDING FOOTPRINT.

UTILITIES NOTED FOR DEMOLITION SHALL BE REMOVED IN THEIR

ENTIRETY AND NOT ABANDONED UNLESS INDICATED OTHERWISE.

ANTICIPATED FOUNDATIONS ARE SHALLOW SPREAD FOUNDATIONS

WITH PERIMETER WALL FOOTINGS AND TIE BEAMS CONNECTING

SOME INTERIOR COLUMN FOOTINGS. FOUNDATIONS ARE

ANTICIPATED TO BE APPROXIMATELY 4.5 FEET TO 5.5 FEET.

4. CONTRACTOR SHALL COORDINATE LIMITS OF SAWCUT AND

PAVEMENT REMOVAL WITH PROPOSED PAVEMENT LAYOUT AND

JOINTING PLAN. ODD SHAPED PANELS AND OTHER AIRFIELD APRON

AND SITE CONCRETE PAVEMENTS MAY CONTAIN REINFORCEMENT.

PAVEMENT DESIGNATED FOR SAWCUT SHALL BE SAWCUT FULL

DEPTH AND DOUBLE CUT (SEE DEMOLITION NOTE 5). EXISTING

PAVEMENT EDGES SHALL BE SAWCUT IN LOCATIONS SHOWN TO

PROVIDE CLEAN EDGE FOR CONSTRUCTION OF PROPOSED

PAVEMENT. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION.

5. ALL ASPHALT PAVEMENT REMOVALS SHALL BE INITIATED WITH A

FULL DEPTH VERTICAL SAWCUT AT REMOVAL LIMITS AS SHOWN ON

THE PLANS. ALL CONCRETE PAVEMENT REMOVALS SHALL BE

INITIATED USING INITIAL SAWCUT AT EXISTING JOINTS UNLESS

INDICATED OTHERWISE AND THEN ANOTHER SAWCUT MAXIMUM 24

INCHES FROM THE INITIAL JOINT AND AT LEAST 6 INCHES FROM THE

END OF ANY DOWELS PER SPEC SECTION 32 13 14. 13.

6. PAVEMENT REMOVAL LIMITS SHALL BE TO THE NEAREST EXISTING

PAVEMENT JOINT TO THE GREATEST EXTENT POSSIBLE TO

PREVENT PARTIAL PANEL REMOVAL. PARTIAL CONCRETE PANEL

REMOVAL IS NOT ACCEPTABLE FOR AIRFIELD PAVEMENT AREAS

UNLESS OTHERWISE APPROVED OF BY THE DESIGN ENGINEER AND

CONTRACTING OFFICER.

7. PAVEMENT REMOVAL SHALL INCLUDE REMOVAL OF PAVEMENT AND

ANY SUBBASE MATERIAL PRESENT. ALL CONCRETE PAVEMENT

SLABS INDICATED TO BE REMOVED THAT ARE ODD SHAPED OR

CONTAIN STRUCTURAL PENETRATIONS WITHIN (MANHOLES, AREA

INLETS, HYDRANT FUEL PITS, ETC.) SHALL BE CONSIDERED TO BE

REINFORCED WITH STEEL REBAR. EXISTING PAVEMENT IS

REINFORCED IN SOME AREAS, EXTENT OF REINFORCEMENT IS

UNKNOWN.

8. CONTRACTOR SHALL COORDINATE WITH THE CONTRACTING

OFFICER PRIOR TO REMOVAL OF EXISTING UTILITIES IN SERVICE.

RELOCATED UTILITIES SHALL BE CONSTRUCTED BEFORE REMOVAL

OF EXISTING UTILITIES TO ENSURE UNINTERRUPTED SERVICE TO

THE FACILITIES SERVED BY THE UTILITY. ALL RELOCATIONS SHALL

BE COORDINATED WITH THE CONTRACTING OFFICER.

9. UTILITY CAPPING METHODS SHALL BE IN ACCORDANCE WITH

MANUFACTURER'S RECOMMENDATIONS FOR SPECIFIC PIPE

MATERIAL IN SERVICE. ALL CAPPING SHALL BE INSPECTED AND

APPROVED BY THE CONTRACTING OFFICER PRIOR TO PLACING

BACKFILL.

10. STRUCTURES AND UTILITIES TO BE REMOVED SHALL BE REMOVED

IN ACCORDANCE WITH 02 41 00 DEMOLITION AND BACKFILLED IN

ACCORDANCE WITH SPECIFICATION 31 00 00 EARTHWORK.

11. THE WEIGHT (IN TONS) OF ALL MATERIALS TAKEN OFF THE BASE

FOR RECYCLING SHALL BE REPORTED TO CONTRACTING OFFICER

MONTHLY FOR DOCUMENTATION.

12. ALL INORGANIC MATERIALS IDENTIFIED FOR DEMOLITION AND

REMOVAL SHALL BE DISPOSED OF OFF BASE AND IN ACCORDANCE

WITH ALL LOCAL, STATE, AND FEDERAL REGULATIONS. SUCH

MATERIALS SHALL INCLUDE, BUT IS NOT LIMITED TO, BRICK, TILE,

FIXTURES, UTILITY COMPONENTS AND OTHER SUCH ITEMS. ANY

APPLICABLE MATERIALS SHALL BE CONSIDERED FOR RECYCLE.

13. DUE TO THIS PROJECT'S PROXIMITY TO THE FLIGHTLINE, ALL

CONSTRUCTION DEBRIS WILL BE CONTINUALLY POLICED TO

ENSURE DEBRIS DOES NOT ENTER AN ACTIVE AIRFIELD AREA.

DUMPSTERS WILL BE TARPED AT ALL TIMES.

SITE NOTES:

1. BUILDING COORDINATES ARE INDICATED TO OR MEASURED AT THE

CENTER OF BUILDING COLUMNS. CONTRACTOR SHALL

COORDINATE BEARINGS OF BUILDING GRID LINES WITH

STRUCTURAL DRAWINGS.

2. CONTRACTOR SHALL COORDINATE BUILDING ENTRANCES,

EGRESSES, WALKWAYS, AND DOORWAY LOCATIONS WITH

ARCHITECTURAL AND STRUCTURAL SHEETS. STOOPS AND

SIDEWALKS CENTERED ON DOORS.

3. SEE MECHANICAL AND ELECTRICAL SHEETS FOR MISCELLANEOUS

SITE EQUIPMENT DETAILS. SEE STRUCTURAL SHEETS FOR

EQUIPMENT PAD DETAILS.

GRADING NOTES:

1. PROPOSED ELEVATIONS INDICATED ARE FOR TOP OF FINAL GRADE,

PAVEMENT, OR STRUCTURE UNLESS INDICATED OTHERWISE.

2. ELEVATION DENOTED AS “MATCH” ARE INTENDED TO MEET

EXISTING GRADE ELEVATIONS. CONTRACTOR SHALL VERIFY

ELEVATIONS AT TIE-INS AND MATCH POINTS PRIOR TO BEGINNING

CONSTRUCTION.

3. EXTERIOR FINISH GRADES AT BUILDING ENTRANCES AND

DOORWAY THRESHOLDS SHALL BE MAXIMUM 0.25-INCHES BELOW

BUILDING FINISH FLOOR IF A VERTICAL THRESHOLD IS PROVIDED,

AND SHALL BE MAXIMUM 0.5-INCHES BELOW BUILDING FINISH

FLOOR IF A BEVELED THRESHOLD IS PROVIDED, UNLESS INDICATED

OTHERWISE.

4. EXTERIOR FINISH GRADES ADJACENT TO THE BUILDING SHALL BE

6-INCHES BELOW FINISH FLOOR UNLESS INDICATED OTHERWISE.

5. ADEQUATE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES DURING

CONSTRUCTION. ANY DRAINAGE FEATURE OR STRUCTURE

DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO

EXISTING CONDITIONS OR BETTER SUBJECT TO THE APPROVAL OF

THE CONTRACTING OFFICER.

6. SURFACES AROUND FACILITY SHALL BE GRADED TO PROVIDE

POSITIVE DRAINAGE AWAY FROM BUILDINGS AND PAVEMENTS.

7. THE CONTRACTOR SHALL REMOVE STANDING WATER FROM THE

PROJECT WORK LIMITS AS NECESSARY TO PROTECT SUBGRADE,

SUBBASE, AND/OR BASE COURSE OF NEW PAVEMENT,

SURROUNDING PAVEMENT-TO-REMAIN, OR OTHER COMPLETED

WORKS.

8. TOP ELEVATION OF ALL UTILITY STRUCTURES TO REMAIN SHALL BE

ADJUSTED ACCORDINGLY TO FINISH GRADE ELEVATION.

9. ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE

RE-VEGETATED OR SEEDED IN ACCORDANCE WITH THE

SPECIFICATIONS.

10. INSPECTION REPORTS GENERATED BY THE CONTRACTOR AFTER

INSPECTION OF EROSION CONTROL DEVICES SHALL BE SUBMITTED

TO THE CONTRACTING OFFICER IN ACCORDANCE WITH SWPPP.

ELECTRICAL DEMOLITION NOTES:

1. WHERE LIGHT FIXTURES ARE SHOWN TO BE DEMOLISHED,

CONTRACTOR SHALL REMOVE LIGHT FIXTURE, BASE AND

HANDHOLE, ISOLATION TRANSFORMER AND ASSOCIATED WIRE.

SEE DEMOLITION SHEETS FOR AREA OF REMOVAL.

2. CONTRACTOR SHALL TURN OVER EXISTING DEMOLISHED LED LIGHT

FIXTURES TO ELLSWORTH AFB CE OFFICE.

3. CONTRACTOR SHALL DISPOSE OF DEMOLISHED ISOLATION

TRANSFORMERS AND WIRE OFF SITE.

4. IN THE PRESENCE OF THE CONTRACTING OFFICER, PERFORM A

SURVEY OF EXISTING EDGE LIGHTS TO DETERMINE AND LOG THE

LOCATION OF ANY NON-FUNCTIONAL OR DAMAGED UNITS PRIOR TO

REMOVAL OR ALTERATION.

5. BEFORE PERFORMING ANY WORK TO THE AIRFIELD LIGHTING

CIRCUITS, COORDINATE WITH BASE ELECTRICAL TO LOCK OUT/TAG

OUT ALL CIRCUITS AT THE AIRFIELD LIGHTING VAULT. PERFORM

LOCK OUT/TAG OUT PROCEDURES IN ACCORDANCE WITH BASE

REQUIREMENTS.

6. COVER OR DISCONNECT ALL TAXIWAY LIGHTS AND GUIDANCE

SIGNS WITHIN THE CLOSURE AREA.

7. CONTRACTOR SHALL PROVIDE JUMPERS WHERE REQUIRED TO

MAINTAIN POWER TO ALL LIGHTS THAT ARE NOT WITHIN EACH

PHASE LIMITS AS NEEDED. COORDINATE WITH ELLSWORTH

AIRFIELD OPERATIONS AND CONTRACTING OFFICER FOR JUMPER

LOCATIONS.

C-002

C

IV

IL

G

EN

ER

AL

N

O

TE

S

K.

W

AR

TA

D . M

U

ET

IN

G

R . B

AR

U

TH

AM

EN

D M

EN

T

M

AY

SHEET ID

U S

AR

M

Y C

O R

PS

O

F

EN

G

IN

EE

R

S

D R

AW

N

B Y:

D

ES

IG

N

ED

B

Y:

SU

BM

IT

TE

D B

Y:

SI

ZE

C H

EC

KE

D B

Y:

AN

SI

D

IS

SU

E D

AT

E:

C O

N

TR

AC

T

N O

SO

LI

C

IT

AT

IO

N N

O

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D

AT

E M

AR

K

D

ES

C R

IP

TI

O N

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

EL

LS

W O

R

TH

A

IR

F O

R C

E

BA

SE

, S

D O

M

AH

A D

IS

TR

IC

T

C

AP

IT

O

L

AV

EN

U

E O

M

AH

A, N

E

A.

M

AS

H

EK

AP

R

IL

EL

AF

D

R

AW

IN

G

C O

D E:

AD

VE

R

TI

SE

M

EN

T

- 1

D

ES

IG

N

B-

: L O

W O

BS

ER

VA

BL

E 2-

BA

Y

R

ES

TO

R

AT

IO

N F

AC

IL

IT

Y

PN

: F

XB

M

8, F Y

W

AR

D P

AR

KW

AY

, K

AN

SA

S C

IT

Y, M O

W

F-

-R

-0

AP

R

AM

-0

- 1

D

ES

IG

N

IS

SU

ED

F O

R P

R

IC

IN

G

3" (TYP) EXCEPT

IF OTHERWISE

SHOWN

#5 REBAR CONTINUOUS EACH

CORNER 3' LAP SPLICE LENGTH AS

REQUIRED, SEE NOTE 2

#4 REBAR TIES 18" O.C INTERVALS,

SEE NOTE 2

1. PROVIDE SIZE AND NUMBER OF CONDUITS AS INDICATED ON PLAN VIEWS OR ON

THE DUCTBANK SECTIONS, MAINTAINING 3 INCHES OF CONCRETE AROUND THE

OUTSIDE CONDUITS AND 3 INCHES BETWEEN CONDUITS.

2. REBAR AND TIE REINFORCEMENT REQUIRED UNDER TRAFFIC AREAS ONLY.

EXTEND REINFORCEMENT 5' BEYOND THE EDGES OF PAVED AREAS AND ROADS.

3. BACKFILL MATERIAL SHALL BE COMPACTED SELECT FILL TO MATCH THAT WHICH

WAS REMOVED TO INSTALL THE DUCT BANK.

4. REFER TO DETAIL A1 BELOW FOR MATERIALS AND INSTALLATION REQUIREMENTS

WHEN STUBBING UP IN HAZARDOUS AND NON-HAZARDOUS AREAS. REFER TO

DETAIL E14 FOR CONDUIT LABELING REQUIREMENTS. REFER TO SPEC 33 71 02

FOR BENDING RADIUS REQUIREMENTS.

APPLY RED DYE TO TOP OF

CONCRETE FOR DUCTBANK

PLASTIC WITH METAL

WIRE WARNING TAPE

1 1/2" (TYP)

GRADE

3000 PSI CONCRETE

3"

(TYP)

3"

(TYP)

NOTES:

CONDUIT TO EQUIPMENT AS

INDICATED ON PLANS OR (NOTE 4)

SOIL, CONCRETE, ETC

AS INDICATED. SEE

NOTE 3

36" MINIMUM BELOW GRADE UNLESS

OTHERWISE NOTED

J1

TYPICAL CONCRETE ENCASED DUCTBANK CONSTRUCTION - SECTION AND PROFILE

SCALE: NTS

PVC ADAPTER (TYP)

PVC COATED

RGS ELBOW

(TYP) (NOTE 4

PVC TYPE EB-20.

SEE NOTE 1

GRADE

ENCLOSURE (SEE

TABLE BELOW)

EXPLOSION PROOF

UNION (TYP)

EXPLOSION

PROOF SEAL

(TYP)

FLEX CONDUIT (SEE

TABLE BELOW)

18"

MAX

X X X

M A

X

ENCLOSURE (SEE

TABLE BELOW)

FLEX CONDUIT (SEE

ENCLOSURE (SEE

CLASS I, DIVISION 1 CLASS I, DIVISION 2 NON-HAZARDOUS AREA

X X

X

GRADE

BELOW GRADE TRANSITION

10'

MAX

10'

MAX

GRADE

10'

MAX

10'

MAX

GRADE

BELOW GRADE

TRANSITION

BELOW GRADE

TRANSITION

ABOVE GRADE

TRANSITION

A1

TYPICAL CONDUIT AND EQUIPMENT REQUIREMENTS FOR HAZARDOUS AND NON-HAZARDOUS AREAS

SCALE: NTS

NOTES:

1. REFER TO EF001 FOR LEGEND, GENERAL NOTES AND

ABBREVIATIONS.

PLASTIC DUCT SPACERS

PER SPECIFICATION

33 71 02

REFER TO TABLE

BELOW (TYP A/G

AND B/G CONDUIT)

ABOVE GRADE

TRANSITION

SEE NOTE 5

BELOW (TYP)

SEE NOTE 6

BELOW (TYP)

CIRCUIT TYPE

TO - XXXX / FROM - XXXX

MAX. CONDUIT VOLTAGE

CONDUIT

CIRCUIT TYPE (CONTROL,

FIRE ALARM, POWER, ETC.

FROM CIRCUIT SCHEDULE)

B14

TYPICAL CONDUIT NAMEPLATE

SCALE: NTS

1. NAMEPLATES SHALL BE PROVIDED AT 50' INTERVALS FOR ALL

ABOVE GRADE CONDUITS, INDOORS AND OUTDOORS, AND AT

ABOVE GRADE TO BELOW GRADE CONDUIT TRANSITION LOCATIONS.

NAMEPLATES AND STRAPS SHALL BE 304/316 GRADE STAINLESS

STEEL, ROHS COMPLIANT, NON-FLAMMABLE, UV RESISTANT.

CONTRACTOR SHALL REPAIR ANY DAMAGE TO CONDUIT AND/OR

CONDUIT COATINGS DUE TO APPLYING NAMEPLATES.

SEE NOTE 7

BELOW (TYP)

NOTE:

US Army Corps of Engineers ®

SHEET ID

U

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C

O R

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A T

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A

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I S

T R

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C

A P

I T

O L

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V E

N U

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O M

A H

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H E

K

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A

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C

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N

B

L O

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S

T O

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F

A C

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P N

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W

A R

D

P

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K W

A Y

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A N

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A P

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S U

P

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I N

G

EF501

E L

E C

T R

I C

L

T

A I L

S

T

H

O G

A N

L

M

O R

A L E

S F

O W

L E

R

B A

C H

T E

L O

G

O R

M A

N

1. SEE STRUCTURAL DRAWINGS FOR POLE FOUNDATION DETAILS.

2. ALL LUMINAIRE MOUNTING HARDWARE SHALL MATCH COLOR OF

LUMINAIRES AND POLES.

NOTES:

M

I N

CONDUIT AS

INDICATED ON

PLANS

#2/0 AWG TO

POLE AND

GROUND ROD

BOUNDARY SEALS

JUNCTION BOX

GROUNDING LUG

LIQUID TIGHT FLEXIBLE

METAL CONDUIT

10' X 3/4"Ø

COPPER-CLAD STEEL

GROUND ROD

(AUXILIARY)

TO GROUND

COUNTERPOISE

BASE COVER

PIER FOUNDATION

PER STRUCTURAL

DRAWINGS

SPLICE FIXTURE

CONDUCTORS IN

HANDHOLE. ALLOW

ENOUGH SLACK FOR

HANDLING OUTSIDE OF

POLE

FIXTURE QTY AND TYPE AS

INDICATED ON PLAN AND LIGHT

FIXTURE SCHEDULE

ALUMINUM ROUND

TAPERED POLE PAINTED

DARK BRONZE WITH

INTERNAL VIBRATION

DAMPING

" BONDING LUG, BOND POLE

TO GREEN EQUIPMENT

GROUND CONDUCTOR AND

GROUNDING CONDUCTOR TO

AUXILIARY GROUND ROD

HANDHOLE AND COVER

FACTORY INSTALLED

THREADED CONDUIT FITTING

FOR CONDUIT CONNECTION.

F14

AREA LIGHT

SCALE: NTS

A

M E

N D

M E

N T

M A

Y

J J

J J

J

J

J

J J

J

J

J

J J

JJ

J

3 4 5 6 7 8

J

H

ELEC

BOILER ROOM

LOCKER ROOM

OFFICE

114SECURE VEST

112A

SECURE OFFICE

BREAK ROOM

MATCH LINE

A1/ EP101

M A

T C

H L

IN

E

C

E P

MATCH LINE

A1/ EP102

A1

EP401

MR3-27

GFI

WPIU

MR3-27

GFI

WPIU

J3

EP201

E3

EP201

CR3

MR3-4

MR3-4

CR3-5

CR3-4

CR3-5 CR3-4

MR3-5

MR3-4

MR3-4

MR3-7

M R

-7

MR3-7 R1-28 R1-28

MR3-5

R1-8

+36" AFF

R1-16

+36" AFF

R1-16

+36" AFF

R1-18

+36" AFF

R1-18

+36" AFF

R1-28 R1-28 R1-32

R1-8

+36" AFF

R1-21

+36" AFF

R1-21

+36" AFF

R1-17

+36" AFF

R1-17

+36" AFF

R1-32

AC

R4-20R4-20

R4-20R4-20

R1-32

MR3-5

CR3-2 CR3-2

CR3-2

R1-24

R1-24

R1-24

MR3-5

AHU

AIR

COMPRESSOR

MR3-13

MR3-10

MR3-8

MR3-20

MR3-20

MR3-4

CR3-3

L5-20R

MP6

MR3-3 MR3-3

M R

-1

M R

-1

MR3-2MR3-2

MR3-9

MR3-19 MR3-1

R1-32

AC

R1-22

OH-110B

P1-7,9,11

OH-110C

P1-13,15,17

M M

R1-15

FPD

R1-15

FPD

R1-23

ATS1

D30 D30

M A

T C

H L

IN

E

A

E P

CR3-4

CR3-4

MR3-23

MR3-17

MR3-18

MR3-12

CR3-1

MR3-7

MR3-27

GFI

WPIU

MR1-19,21,23

MR1-14

GENERATOR EG-1 (SEE SHEET

ES402 FOR EXACT LOCATION)

MR3-4

MR3-7

CR3-6,8

L6-30R

R1-13

+36" AFF

R1-13

+36" AFF

R1-25

+36" AFF

R1-25

+36" AFF

MR1-7

EP MR1-7

EP CR3-2CR3-13

MR3-15

MR3-14

C R

-1

C R

-1

C R

-1

C R

-2

C R

-2

C R

-2

PLAN

NORTH

US Army Corps of Engineers ®

SHEET ID

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

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N

S A

S C

IT

Y

D

IS

T R

IC

T

E

T

H S

T R

E E

T K

A N

S A

S C

IT

Y

M

O

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

C H

E C

K E

D B

Y

A N

S I D

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

W

A R

D P

A R

K W

A Y

K

A N

S A

S C

IT

Y

M

O

A M

A S

H E

K E

L

A F

D R

A W

IN

G

C O

D E

E L L S

W O

R T

H A

IR

F

O R

C E

B A

S E

S

D

P N

F X

B M

F

Y

B -2

L

O W

O B

S E

R V

A B

L E

-B

A Y

R E

S T

O R

A T

IO

N

F A

C

IL

IT

Y

A P

R

IL

A D

V E

R T

IS

E

M E

N T

D

E S

IG

N

A B C D

E F

KEY PLAN

NOT TO SCALE

W F

-2 -R

-0

EP105

P O

W E

R P

L A

N

A R

E A

E

M H

A R

A L S

O N

Z M

A T

H E

W S

P O

'G O

R M

A N

0 4' 8' 16'

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

A1

POWER PLAN - AREA E

GENERAL NOTES:

1. SEE SHEETS E-001 AND E-002 FOR GENERAL NOTES,

LEGEND, AND ABBREVIATIONS.

2. ALL OFFICES, CONFERENCE ROOMS, AND BREAK

ROOMS ARE REQUIRED TO HAVE AUTOMATICALLY

SWITCHED RECEPTACLES PER ASHRAE 90.1. SEE

LIGHTING CONTROL MATRIX ON DRAWING EL602 FOR

SPACES WITH THIS REQUIREMENT.

KEYED NOTES:

MOUNT RECEPTACLE INSIDE TELECOMMUNICATIONS

CABINET. SEE TELECOMMUNICATIONS SHEETS FOR

CABINET LOCATION.

MOUNT DUPLEX RECEPTACLES LOCATED WITHIN

THIS ROOM IN SURFACE MOUNTED RACEWAY.

ROUTE POWER CONDUCTORS IN SURFACE MOUNTED

RACEWAY. SEE DETAIL A1 ON SHEET TN511 FOR

SURFACE MOUNTED RACEWAY DETAILS.

POWER FOR MECHANICAL EQUIPMENT CONTROL

PANEL. COORDINATE WITH FINAL LOCATION OF

PANEL.

POWER FOR "CLEAN IN PLACE" SKID CONTROL

PANEL.

POWER FOR RO TRANSFER PUMP SKID CONTROL

PANEL.

POWER FOR CARBON FILTER TANKS.

POWER FOR SUMP PUMP CONTROL PANEL.

POWER FOR EMERGENCY SHOWER. COORDINATE

WITH FINAL LOCATION OF EMERGENCY SHOWER.

RECEPTACLE FOR MECHANICAL EQUIPMENT

SOLENOID VALVE. RECEPTACLE TO BE MOUNTED

ABOVE ROOM CEILING LID AND ADJACENT TO

MECHANICAL EQUIPMENT.

POWER FOR ACS/IDS SYSTEM.

POWER FOR GENERATOR AUXILIARY SYSTEMS.

ALL CONDUIT, BOXES, AND DEVICES MUST BE

SURFACED MOUNTED ON THE INTERIOR AND

EXTERIOR WALLS OF THIS ROOM. SEE DETAILS ON

EG503 FOR WALL PENETRATIONS IN THIS ROOM.

POWER FOR BREATHING AIR ALARM PANEL.

POWER FOR BREATHING AIR ALARM STROBE.

COORDINATE WITH FINAL LOCATION OF STROBE.

A

M -0

D

E S

IG

N

I S

S U

E D

F O

R P

R

IC

IN

G

A P

R

A

M E

N D

M E

N T

M A

Y

A

M E

N D

M E

N T

M A

Y

M

M

M

M

M

M

M

M

M M

M

M

M

M

M

M

M

M

9 9.2 10 10.2 11 13 14 15 15.2

J

H

MATCH LINE

A1/ EP133

MATCH LINE

A1/ EP132

M A

T C

H L

IN

E

A

E P

CU-101

CR2-4,6

VAV-106

MR1-16

VAV-107

MR1-10

VAV-108

MR1-16

VAV-105

MR1-16

VAV-112

MR1-16

UH-106

MR1-6SF-101

MR1-17

CRAC-102

CR2-15,17,19

TRAINING ROOM

VEST

OFFICE

OFFICE

MOTHERS ROOM

COMM

FABRICATION

FIRE PUMP

VEST

STORAGE

TOOL / SUPPORT

EQUIP

HAZMAT/ LO

STORAGE

DEMIL

MAU-101

MP1-25,27,29

EF-102

MR1-37 EF-101

MP3-37,39,41

UH-107

MR1-6

UH-108

MR1-6

VAV-113

MR1-16

CUH-104

MR1-9

CUH-105

MR1-9

ACU-101

CU-102

R5-10,12

CP-102

MR1-39

CORRIDOR

C O

R R

ID

O

R

CORRIDOR

PLAN

NORTH

US Army Corps of Engineers ®

SHEET ID

U .S

A

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Y C

O R

P S

O F

E N

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IN

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N

S A

S C

IT

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D

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T R

IC

T

E

T

H S

T R

E E

T K

A N

S A

S C

IT

Y

M

O

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

C H

E C

K E

D B

Y

A N

S I D

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

W

A R

D P

A R

K W

A Y

K

A N

S A

S C

IT

Y

M

O

A M

A S

H E

K E

L

A F

D R

A W

IN

G

C O

D E

E L L S

W O

R T

H A

IR

F

O R

C E

B A

S E

S

D

P N

F X

B M

F

Y

B -2

L

O W

O B

S E

R V

A B

L E

-B

A Y

R E

S T

O R

A T

IO

N

F A

C

IL

IT

Y

A P

R

IL

A D

V E

R T

IS

E

M E

N T

D

E S

IG

N

A B C D

E F

KEY PLAN

NOT TO SCALE

W F

-2 -R

-0

EP136

H V

A C

P O

W E

R P

L A

N

A R

E A

F

M H

A R

A L S

O N

Z M

A T

H E

W S

P O

'G O

R M

A N

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

C1

HVAC POWER PLAN - AREA F

0 4' 8' 16'

GENERAL NOTES:

1. SEE SHEETS E-001 AND E-002 FOR GENERAL NOTES,

LEGEND, AND ABBREVIATIONS.

2. SEE SHEET SHEET EP710 AND EP711 FOR

MECHANICAL EQUIPMENT CONNECTION SCHEDULES.

KEYED NOTE:

NOT USED.

POWERED FROM CU-101. COORDINATE RACEWAY

BETWEEN UNITS WITH EQUIPMENT INSTALLER. PROVIDE

MOTOR RATED SWITCH FOR INDOOR UNIT.

A

M -0

D

E S

IG

N

I S

S U

E D

F O

R P

R

IC

IN

G

A P

R

A

M E

N D

M E

N T

M A

Y

SHEET ID

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

N

S A

S C

IT

Y

D

IS

T R

IC

T

E

T

H S

T R

E E

T K

A N

S A

S C

IT

Y

M

O

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

C H

E C

K E

D B

Y

A N

S I D

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

W

A R

D P

A R

K W

A Y

K

A N

S A

S C

IT

Y

M

O

A M

A S

H E

K E

L

A F

D R

A W

IN

G

C O

D E

E L L S

W O

R T

H A

IR

F

O R

C E

B A

S E

S

D

P N

F X

B M

F

Y

B -2

L

O W

O B

S E

R V

A B

L E

-B

A Y

R E

S T

O R

A T

IO

N

F A

C

IL

IT

Y

A P

R

IL

A D

V E

R T

IS

E

M E

N T

D

E S

IG

N

W F

-2 -R

-0

EP701

P A

N E

L B

O A

R D

S C

H E

D U

L E

S

M H

A R

A L S

O N

Z M

A T

H E

W S

P O

'G O

R M

A N

DEMAND WITH EXPANSION: 154 A

TOTAL ESTIMATED DEMAND... 128 A

TOTAL CONNECTED CURRENT: 153 A

TOTAL ESTIMATED DEMAND LOAD: 46195 VA

TOTAL CONNECTED LOAD: 54977 VA

PANEL TOTALS

TOTAL LOAD: 18091 VA 19961 VA 16925 VA

23 -- -- SPACE -- 0 0 -- -- -- -- 24

21 -- -- SPACE -- 0 0 -- -- -- -- 22

19 -- -- SPACE -- 0 0 WIRING PER MANUF. SPD* 3 30 20

17 -- -- SPACE -- 0 0 -- SPACE -- -- 18

15 -- -- SPACE -- 0 0 -- SPACE -- -- 16

13 -- -- SPACE -- 0 0 -- SPACE -- -- 14

11 -- -- -- -- 10911 0 -- SPACE -- -- 12

9 -- -- -- -- 11697 0 -- SPACE -- -- 10

7 150 3 CR3 150-4 11271 0 -- SPACE -- -- 8

5 -- -- -- -- 6014 0 -- SPACE -- -- 6

3 -- -- -- -- 8264 0 -- SPACE -- -- 4

1 100 3 CR2 4-#1/0AWG, #6AWG GND IN 1-1/2"C 6820 0 -- SPACE -- -- 2

# BKR P LOAD SERVED WIRE / GROUND / CONDUIT A B C WIRE / GROUND / CONDUIT LOAD SERVED P BKR #

*SIZE PER MANUFACTURER'S RECOMMENDATIONS.

NOTES:

ENCLOSURE: NEMA 1 MCB RATING: 250 A

MOUNTING: SURFACE WIRES: 4 MAINS RATING: 250 A

SUPPLY FROM: CT1 PHASE: 3 MAINS TYPE: MCB

LOCATION: ELEC 108 VOLTAGE: 208Y/120V A.I.C. RATING: 10000

PANELBOARD: CR1

DEMAND WITH EXPANSION: 63 A

TOTAL ESTIMATED DEMAND... 53 A

TOTAL CONNECTED CURRENT: 59 A

TOTAL ESTIMATED DEMAND LOAD: 18930 VA

TOTAL CONNECTED LOAD: 21098 VA

PANEL TOTALS

TOTAL LOAD: 6820 VA 8264 VA 6014 VA

29 -- -- -- -- 0 0 -- -- -- -- 30

27 30 2 SPARE 0 0 -- -- -- -- 28

25 20 1 SPARE 0 0 WIRING PER MANUF, SPD* 3 30 26

23 20 1 SPARE 0 0 -- SPACE -- -- 24

21 20 1 SPARE 0 0 -- SPACE -- -- 22

19 -- -- -- -- 1810 0 -- SPACE -- -- 20

17 -- -- -- -- 1810 0 -- SPACE -- -- 18

15 30 3 CRAC-102 FABRICATION 123 30-3 1810 0 -- SPACE -- -- 16

13 -- -- -- -- 750 750 -- -- -- -- 14

11 30 2 RECEPT RACK RM 122 30-2 750 750 30-2 RECEPT RACK RM 122 2 30 12

9 20 1 RECEPT RACK RM 122 20-2 1500 750 -- -- -- -- 10

7 20 1 RECEPT COMM 122 20-2 720 750 30-2 RECEPT RACK RM 122 2 30 8

5 20 1 SPARE 0 2704 -- -- -- -- 6

3 20 1 RECEPT RACK RM 122 20-2 1500 2704 40-2 CU-101 EXT 2 40 4

1 20 1 RECEPT RACK RM 122 20-2 1500 540 20-2 RECEPT COMM 122 1 20 2

# BKR P LOAD SERVED WIRE / GROUND / CONDUIT A B C WIRE / GROUND / CONDUIT LOAD SERVED P BKR #

*SIZE PER MANUFACTURER'S RECOMMENDATIONS.

NOTES:

ENCLOSURE: NEMA 1 MCB RATING: 100 A

MOUNTING: SURFACE WIRES: 4 MAINS RATING: 100 A

SUPPLY FROM: CR1 PHASE: 3 MAINS TYPE: MCB

LOCATION: COMM 122 VOLTAGE: 208Y/120V A.I.C. RATING: 10000

PANELBOARD: CR2

DEMAND WITH EXPANSION: 96 A

TOTAL ESTIMATED DEMAND... 80 A

TOTAL CONNECTED CURRENT: 94 A

TOTAL ESTIMATED DEMAND LOAD: 28894 VA

TOTAL CONNECTED LOAD: 33879 VA

PANEL TOTALS

TOTAL LOAD: 11271 VA 11697 VA 10911 VA

29 20 1 SPARE 0 0 -- -- -- -- 30

27 20 1 SPARE 0 0 -- -- -- -- 28

25 20 1 RECEPT CHRGNG CABINET RM 112 20-2 1800 0 WIRING PER MANUF. SPD* 3 30 26

23 20 1 RECEPT CHRGNG CABINET RM 112 20-2 1800 0 SPARE 1 20 24

21 20 1 RECEPT CHRGNG CABINET RM 112 20-2 1800 0 SPARE 1 20 22

19 20 1 RECEPT CHRGNG CABINET RM 112 20-2 1800 0 SPARE 1 20 20

17 20 1 RECEPT CHRGNG CABINET RM 112 20-2 1800 0 SPARE 1 20 18

15 20 1 RECEPT CHRGNG CABINET RM 112 20-2 1800 36 20-2 BEACON LTG RM 112 1 20 16

13 20 1 JB ACS/IDS SYSTEM RM 112 20-2 180 4234 -- -- -- -- 14

11 -- -- -- -- 1607 4234 -- -- -- -- 12

9 -- -- -- -- 1607 4234 60-3 CRAC-101 RM 112 3 60 10

7 20 3 CU-103 EXT 20-3 1607 750 -- -- -- -- 8

5 20 1 RECEPT RM 112 20-2 720 750 30-2 RECEPT CHRGNG CABINET RM 112 2 30 6

3 20 1 RECEPT CABINET RM 112 20-2 1500 720 20-2 RECEPT RM 112 1 20 4

1 20 1 JB ACS/IDS SYSTEM RM 112 20-2 180 720 20-2 RECEPT RM 112 1 20 2

# BKR P LOAD SERVED WIRE / GROUND / CONDUIT A B C WIRE / GROUND / CONDUIT LOAD SERVED P BKR #

*SIZE PER MANUFACTURER'S RECOMMENDATIONS.

NOTES:

ENCLOSURE: NEMA 1 MCB RATING: 150 A

MOUNTING: SURFACE WIRES: 4 MAINS RATING: 250 A

SUPPLY FROM: CR1 PHASE: 3 MAINS TYPE: MCB

LOCATION: SECURE OFFICE 112 VOLTAGE: 208Y/120V A.I.C. RATING: 10000

PANELBOARD: CR3

DEMAND WITH EXPANSION: 35 A

TOTAL ESTIMATED DEMAND... 30 A

TOTAL CONNECTED CURRENT: 30 A

TOTAL ESTIMATED DEMAND LOAD: 7080 VA

TOTAL CONNECTED LOAD: 7080 VA

PANEL TOTALS

TOTAL LOAD: 3580 VA 3500 VA

23 20 1 SPARE 0 0 -- SPACE -- -- 24

21 20 1 SPARE 0 0 -- SPACE -- -- 22

19 20 1 SPARE 0 0 -- SPACE -- -- 20

17 20 1 SPARE 0 0 -- SPACE -- -- 18

15 20 1 SPARE 0 0 -- SPACE -- -- 16

13 20 1 JB FIRE ALARM BEACON RM 132 2-#6AWG, #6AWG GND IN 3/4"C 540 0 -- SPACE -- -- 14

11 20 1 JB AMP PNL RM 200 20-2 500 0 -- SPACE -- -- 12

9 20 1 JB RSFACU PNL RM 155 20-2 500 540 2-#10AWG, #10AWG GND IN 3/4"C JB FIRE ALARM BEACON RM 102 1 20 10

7 20 1 JB RSFACU BATTERY CHGR RM 124 20-2 500 500 20-2 JB NAC PNL RM 200 1 20 8

5 20 1 JB FACU/ACU PNL RM 155 20-2 500 500 20-2 JB NAC PNL RM 124 1 20 6

3 20 1 JB FIRE ALARM AMP RM 102 2-#8AWG, #8AWG GND IN 3/4"C 1000 1000 2-#6AWG, #6AWG GND IN 3/4"C JB FIRE ALARM AMP RM 132 1 20 4

1 20 1 JB AMP PNL RM 124 2-#10AWG, #10AWG GND IN 3/4"C 500 500 2-#10AWG, #10AWG GND IN 3/4"C JB FAC PNL RM 155 1 20 2

# BKR P LOAD SERVED WIRE / GROUND / CONDUIT A B WIRE / GROUND / CONDUIT LOAD SERVED P BKR #

NOTES:

ENCLOSURE: NEMA 1 MCB RATING: 60 A

MOUNTING: SURFACE WIRES: 3 MAINS RATING: 100 A

SUPPLY FROM: FT1 PHASE: 1 MAINS TYPE: MCB

LOCATION: ELEC 108 VOLTAGE: 240/120V A.I.C. RATING: 10000

PANELBOARD: FR1

SEE SHEETS E-001 AND E-002 FOR GENERAL NOTES, LEGEND,

AND ABBREVIATIONS.

CONVERT WIRE SIZE TO #10AWG PRIOR TO TERMINATING ON A

120V, 20A WIRING DEVICE IF THE WIRE SIZE INDICATED IS

LARGER THAN WHAT THE 120V, 20A WIRING DEVICE CAN

ACCEPT.

1.

2.

GENERAL NOTES:

SEE SHEETS E-001 AND E-002 FOR GENERAL NOTES, LEGEND,

AND ABBREVIATIONS.

CONVERT WIRE SIZE TO #10AWG PRIOR TO TERMINATING ON A

120V, 20A WIRING DEVICE IF THE WIRE SIZE INDICATED IS

LARGER THAN WHAT THE 120V, 20A WIRING DEVICE CAN

ACCEPT.

1.

2.

GENERAL NOTES:

A

M -0

D

E S

IG

N

I S

S U

E D

F O

R P

R

IC

IN

G

A P

R

A

M E

N D

M E

N T

M A

Y

SHEET ID

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

N

S A

S C

IT

Y

D

IS

T R

IC

T

E

T

H S

T R

E E

T K

A N

S A

S C

IT

Y

M

O

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

C H

E C

K E

D B

Y

A N

S I D

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

N

3 5 7 9 11 13 15 17 19

L

J

G

E

C

A

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

2 4 6 8 10 12 14 16 18 20

P

M

K

H

F

D

B

W

A R

D P

A R

K W

A Y

K

A N

S A

S C

IT

Y

M

O

A M

A S

H E

K E

L

A F

D R

A W

IN

G

C O

D E

E L L S

W O

R…