About this file

This document announces a solicitation for construction services. The U.S. Army Corps of Engineers, Honolulu District is seeking proposals for Project Number 76897 to construct an aircraft maintenance hangar at Wheeler Army Airfield in Oahu, Hawaii. Services include design and construction of the hangar, shops, storage facilities and other support buildings with a total project budget between $50-100 million. Proposals will be evaluated on experience, past performance, management plan, small business participation and price. Award will be made to the best value proposal based on these factors. The performance period will be determined with work to adhere to Department of Defense and unified facilities criteria for 40-year facilities.

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sf30-21r4-am-0002.pdf PDF
sf30-21r4-am-0001.pdf PDF
DESIGN COMPLETE REV SPECS PN76897 VOL 1.pdf PDF
FILE 9 OF 15 04 Arch Design Complete Rev 01-12-2021.pdf PDF
DESIGN COMPLETE REV SPECS PN76897 VOL 2.pdf PDF
FILE 6 OF 15 02 Civil Design Complete Rev 01-12-2021.pdf PDF
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FILE 14 OF 15 08 Elec Design Complete REV 01-21-2021 (reduced).pdf PDF
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US Army Corps of Engineers ®

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DESIGN COMPLETE REV 12 JAN 2021

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GENERAL

STRUCTURAL STRUCTURAL (CONT.)

CIVIL

SHEET NO SHEET NAME REV STATUS

G-001 COVER SHEET

G-002 SCHEDULE OF DRAWINGS - 1 1

G-003 SCHEDULE OF DRAWINGS - 2 1

G-004 OPTIONS - SITE PLAN

SHEET NO SHEET NAME REV STATUS

S-001 STRUCTURAL GENERAL NOTES

S-002 STRUCTURAL GENERAL NOTES

S-003 SCHEDULE OF SPECIAL INSPECTIONS

S-004 SCHEDULE OF SPECIAL INSPECTIONS

S-005 SCHEDULE OF SPECIAL INSPECTIONS

S-006 COMPONENTS AND CLADDING WIND PRESSURES

S-007 COMPONENTS AND CLADDING WIND PRESSURES

S-008 COMPONENTS AND CLADDING WIND PRESSURES

S-101 OVERALL FOUNDATION PLAN

S-102 FOUNDATION PLAN - A

S-103 FOUNDATION PLAN - B

S-104 FOUNDATION PLAN - C

S-105 FOUNDATION PLAN - D 1

S-106 FOUNDATION PLAN - E

S-111 OVERALL ROOF FRAMING PLAN

S-112 ROOF FRAMING PLAN - A

S-113 ROOF FRAMING PLAN - B

S-114 ROOF FRAMING PLAN - C

S-121 HANGAR DOOR TRACK SUPPORT FRAMING PLAN

S-122 BOTTOM CHORD FRAMING PLAN - D

S-123 BOTTOM CHORD FRAMING PLAN - E

S-124 ROOF FRAMING PLAN - D

S-125 ROOF FRAMING PLAN - E

S-161 GSE STORAGE - FOUNDATION AND ROOF FRAMING PLANS

S-171 FIRE PUMP BUILDING - FOUNDATION AND ROOF FRAMING PLANS AND ELEVATION

S-181 WATER STORAGE TANK - FOUNDATION AND ROOF FRAMING PLANS

S-182 FOAM CONTAINMENT TANK - FOUNDATION AND ROOF FRAMING PLANS

S-191 POL, HAZMAT & CHILLER - FOUNDATION PLANS

S-192 TRASH ENCLOSURE FOUNDATION AND ROOF FRAMING PLANS, SECTIONS AND DETAILS

S-193 COVERED BIKE RACK FOUNDATION AND ROOF FRAMING PLANS

S-201 ADMIN BUILDING ELEVATIONS

S-202 ADMIN BUILDING ELEVATIONS

S-203 HANGAR BAY - WALL ELEVATION - GRIDLINE 1

S-204 HANGAR BAY - WALL ELEVATION - GRIDLINE E, ZONE D

S-205 HANGAR BAY - WALL ELEVATION - GRIDLINE E, ZONE E

S-206 HANGAR BAY - WALL ELEVATION - GRIDLINE 13

S-207 HANGAR BAY - WALL ELEVATION - GRIDLINE F, ZONE E

S-208 HANGAR BAY - WALL ELEVATION - GRIDLINE F, ZONE D

S-221 HANGAR BAY - FRAME ELEVATION - GRIDLINE 1

S-222 HANGAR BAY - FRAME ELEVATION - GRIDLINE E, ZONE D

S-223 HANGAR BAY - FRAME ELEVATION - GRIDLINE E, ZONE E

S-224 HANGAR BAY - FRAME ELEVATION - GRIDLINE 13

S-225 HANGAR BAY - FRAME ELEVATION - GRIDLINE K

S-231 HANGAR BAY - TRUSS ELEVATIONS - TYP TRUSS

S-232 HANGAR BAY - TRUSS ELEVATIONS - GRIDLINE 5, 9

S-233 HANGAR BAY - FRAME ELEVATIONS - GRIDLINE F

S-234 HANGAR BAY - FRAME ELEVATIONS - GRIDLINE G

S-235 HANGAR BAY - FRAME ELEVATIONS - GRIDLINE H

S-236 HANGAR BAY - FRAME ELEVATIONS - GRIDLINE J

S-237 HANGAR BAY - FRAME ELEVATIONS - GRIDLINE K

S-238 HANGAR BAY - FRAME ELEVATIONS - BRIDGE CRANE SUPPORTS

S-239 HANGAR BAY - FRAME ELEVATIONS - BRIDGE CRANE SUPPORTS

S-261 GSE STORAGE ELEVATION

S-301 STEEL GEOMETRY TRANSVERSE BUILDING SECTION

S-311 ADMIN BUILDING FOUNDATION SECTIONS

S-313 ADMIN BUILDING ROOF FRAMING SECTIONS

S-314 ADMIN BUILDING ROOF FRAMING SECTIONS 1

S-320 TYPICAL WALL SECTIONS

S-322 HANGAR FOUNDATION SECTIONS 1

S-323 HANGAR FOUNDATION SECTIONS

S-324 HANGAR FOUNDATION SECTIONS

S-325 HANGAR FOUNDATION SECTIONS

S-361 GSE SECTIONS

S-371 FIRE PUMP ROOM SECTIONS

S-381 WATER STORAGE TANK AND FOAM CONTAINMENT TANK SECTIONS 1

S-401 ENLARGED PLAN - PILASTER FOOTING

S-402 ENLARGED PLAN - ADMIN VAULTS

S-403 ENLARGED PLAN - ADMIN ENTRANCES

S-404 ENLARGED PLANS - DOOR CANOPY

S-405 ENLARGED PLAN - ADMIN MECHANICAL BLOCKING

S-411 ENLARGED PLAN - HANGAR BAY

S-412 ENLARGED PLAN - FOAM GENERATOR SUPPORT

S-501 TYPICAL REINFORCING DETAILS

S-502 TYPICAL FOUNDATION DETAILS

S-503 TYPICAL SLAB ON GRADE DETAILS

S-504 TYPICAL SLAB ON GRADE DETAILS

S-505 TYPICAL CMU WALL DETAILS

S-506 TYPICAL CMU WALL DETAILS

S-507 TYPICAL CMU WALL DETAILS

S-508 TYPICAL STEEL DECK TO CMU WALL DETAILS

S-509 TYPICAL STEEL BEAM TO CMU WALL DETAILS

S-510 TYPICAL STEEL BEAM TO CMU WALL DETAILS

S-511 TYPICAL STEEL DETALS

S-512 TYPICAL STEEL DETALS

S-513 TYPICAL STEEL DETALS

S-515 TYPICAL CONCRETE WALL DETAILS

S-521 TYPICAL GIRT DETAILS

S-541 HANGAR FRAME DETAILS - TOP CHORD GL 1 x E S-542 HANGAR FRAME DETAILS - TOP CHORD GL 1 x F S-543 HANGAR FRAME DETAILS - TOP CHORD GL 1 x J S-544 HANGAR FRAME DETAILS - TOP CHORD GL 1 x K S-545 HANGAR FRAME DETAILS - BOTTOM CHORD GL 1 x E S-546 HANGAR FRAME DETAILS - BOTTOM CHORD GL 1 x F S-547 HANGAR FRAME DETAILS - BOTTOM CHORD GL 1 x J S-548 HANGAR FRAME DETAILS - BOTTOM CHORD GL 1 x K S-549 HANGAR TRUSS DETAILS - BOTTOM CHORD GL 1.5 x E.5 S-551 HANGAR TRUSS DETAILS - TOP CHORD GL 2 x E S-552 HANGAR TRUSS DETAILS - TOP CHORD GL 2 x E.5 S-553 HANGAR TRUSS DETAILS - TOP CHORD GL 2 x F S-554 HANGAR TRUSS DETAILS - TOP CHORD GL 2 x J S-555 HANGAR TRUSS DETAILS - TOP CHORD GL 2 x K S-556 HANGAR TRUSS DETAILS - TOP CHORD GL 5 x J S-561 HANGAR TRUSS DETAILS - BOTTOM CHORD GL 2 x E S-562 HANGAR TRUSS DETAILS - BOTTOM CHORD GL 2 x E.5 S-563 HANGAR TRUSS DETAILS - BOTTOM CHORD GL 2 x F S-564 HANGAR TRUSS DETAILS - BOTTOM CHORD GL 2 x J S-565 HANGAR TRUSS DETAILS - BOTTOM CHORD GL 2 x K S-566 HANGAR TRUSS DETAILS - BOTTOM CHORD GL 5 x J

S-571 HANGAR GIRDER TRUSS DETAILS

S-572 STRUCTURAL DOOR TRACK DETAILS

SHEET NO SHEET NAME REV STATUS

BJ001 BORING LOCATION PLAN

BJ002 BORING LOGS - 1

BJ003 BORING LOGS - 2

BJ004 BORING LOGS - 3

BJ005 BORING LOGS - 4

BJ006 BORING LOGS - 5

BJ007 BORING LOGS - 6

BJ008 BORING LOGS - 7

BJ009 BORING LOGS - 8

V-001 EXISTING CONDITIONS

V-002 TOPOGRAPHIC SURVEY NOTES, LEGEND, AND ABBREVIATIONS

C-001 NOTES

C-002 NOTES, LEGEND, AND ABBREVIATIONS

C-003 EROSION CONTROL PLAN

C-004 EROSION CONTROL DETAILS

C-005 EROSION CONTROL NOTES

C-006 HAUL ROUTE

C-007 COSA AND EROSION CONTROL PLAN

C-008 AIRFIELD CONTROL PLAN

C-009 DISPOSAL SITE HAUL ROUTE AND LOCATION AND DISPOSAL SITE NOTES

CD101 SITE AND UTILITY DEMOLITION PLAN

CS100 OVERALL AREA PLAN

CS101 OVERALL SITE PLAN

CS102 SITE PLAN - 1

CS103 SITE PLAN - 2

CS104 SITE PLAN - 3

CS105 SITE PLAN - 4

CS106 SITE PLAN - BID OPTION 1

CS501 SITE DETAILS - 1

CS502 SITE DETAILS - 2

CS503 SITE DETAILS - 3

CS504 SITE DETAILS - 4

CS505 SITE DETAILS - 5

CS506 SITE DETAILS - 6

CS507 SITE DETAILS - 7

CS508 SITE DETAILS - 8

CS509 SITE DETAILS - 9

CS510 SITE DETAILS - 10

CS511 SITE DETAILS - 11

CS512 SITE DETAILS - 12

CJ101 APRON JOINTING PLAN

CP101 STRIPING AND SIGNAGE PLAN

CP102 APRON STRIPING PLAN

CP501 STRIPING AND SIGNAGE DETAILS - 1

CP502 STRIPING AND SIGNAGE DETAILS - 2

CU101 OVERALL UTILITY PLAN

CU102 UTILITY PLAN - 1

CU103 UTILITY PLAN - 2

CU104 UTILITY PLAN - 3

CU105 UTILITY PLAN - 4

CU106 DRAIN LINE PLAN - 1

CU107 DRAIN LINE PLAN - 2

CU108 DRAIN LINE PLAN - 3

CU201 UTILITY PROFILES - 1

CU202 UTILITY PROFILES - 2

CU203 UTILITY PROFILES - 3

CU204 UTILITY PROFILES - 4

CU205 UTILITY PROFILES - 5

CU206 UTILITY PROFILES - 6

CU207 UTILITY PROFILES - 7

CU208 UTILITY PROFILES - 8

CU209 UTILITY PROFILES - 9

CU210 UTILITY PROFILES - 10

CU211 UTILITY PROFILES - 11

CU501 SEWER DETAILS - 1

CU502 SEWER DETAILS - 2

CU503 SEWER DETAILS - 3

CU504 SEWER DETAILS - 4

CU505 DRAIN DETAILS - 1

CU506 DRAIN DETAILS - 2

CU507 DRAIN DETAILS - 3

CU508 DRAIN DETAILS - 4

CU509 DRAIN DETAILS - 5

CU510 TRENCH AND RESTORATION DETAILS

CU511 WATER DETAILS - 1

CU512 WATER DETAILS - 2

CU513 WATER DETAILS - 3

CU514 WATER DETAILS - 4

CU515 WATER DETAILS - 5

CG101 OVERALL GRADING PLAN

CG102 GRADING PLAN - 1

CG103 GRADING PLAN - 2

CG104 GRADING PLAN - 3

CG105 GRADING PLAN - 4

CG106 GRADING PLAN - 5

CG107 GRADING DETAILS

CG108 GRADING DETAILS - LID GRAVEL SWALE

CG109 APRON GRADING PLAN

CG201 GRADING SECTIONS - 1

CG202 GRADING SECTIONS - 2

CG203 GRADING SECTIONS - 3

CG204 GRADING SECTIONS - 4

CG205 GRADING SECTIONS - 5

CG206 GRADING SECTIONS - 6

CG207 GRADING SECTIONS - 7

LS101 LANDSCAPING PLAN

LS501 LANDSCAPING DETAILS

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SHEET NO SHEET NAME REV STATUS

S-573 STRUCTURAL DOOR TRACK DETAILS

S-581 ORDINARY CONCENTRICALLY BRACED FRAME

S-582 ORDINARY CONCENTRICALLY BRACED FRAME

S-583 ORDINARY CONCENTRICALLY BRACED FRAME

S-601 FOOTING SCHEDULE

S-602 BASE PLATE SCHEDULE

S-603 STEEL BEAM CONNECTION SCHEDULE

S-604 STEEL BRACE CONNECTION SCHEDULE

S-605 METAL DECK SCHEDULE

S-641 TYPICAL CONCRETE BEAM SCHEDULE AND DETAILS

S-642 TYPICAL CONCRETE SUSPENDED SLAB SCHEDULE AND DETAILS 1

S-701 2-TON BRIDGE CRANE - ADMIN WING - PLAN

S-702 2-TON BRIDGE CRANE - ADMIN WING - SECTIONS

S-703 10-TON BRIDGE CRANE - HANGAR BAY - PLAN, ZONE D

S-704 10-TON BRIDGE CRANE - HANGAR BAY - PLAN, ZONE E

S-705 10-TON BRIDGE CRANE - HANGAR BAY - SECTION

S-706 10-TON BRIDGE CRANE - HANGAR BAY - SECTION

S-707 HANGAR BAY DEFLECTIONS

S-711 HANGAR DOOR

S-761 PEMB REACTIONS

SHEET NO SHEET NAME REV

A-001 DRAWING ABBREVIATIONS, LEGEND, GENERAL & TERMITE CONTROL NOTES

A-002 ARCHITECTURAL SITE PLAN

A-101 COMPOSITE FLOOR PLAN

A-102 ENLARGED FLOOR PLAN - AREA "A" - ANNOTATIVE 1

A-103 ENLARGED FLOOR PLAN - AREA "B" - ANNOTATIVE 1

A-104 ENLARGED FLOOR PLAN - AREA "C" - ANNOTATIVE

A-105 ENLARGED FLOOR PLAN - AREA "D" - ANNOTATIVE

A-106 ENLARGED FLOOR PLAN - AREA "E" - ANNOTATIVE

A-110 ENLARGED FLOOR PLAN - PART "A" - DIMENSIONAL 1

A-111 ENLARGED FLOOR PLAN - PART "B" - DIMENSIONAL 1

A-112 ENLARGED FLOOR PLAN - PART "C" - DIMENSIONAL

A-113 ENLARGED FLOOR PLAN - PART "D" - DIMENSIONAL

A-114 ENLARGED FLOOR PLAN - PART "E" - DIMENSIONAL

A-120 COMPOSITE CLERESTORY PLAN

A-121 ENLARGED CLERESTORY PLAN - PART "D"

A-122 ENLARGED CLERESTORY PLAN - PART "E"

A-131 COMPOSITE REFLECTED CEILING PLAN

A-132 ENLARGED RCP - PART "A"

A-133 ENLARGED RCP - PART "B"

A-134 ENLARGED RCP - PART "C"

A-135 ENLARGED RCP - PART "D"

A-136 ENLARGED RCP - PART "E"

A-151 COMPOSITE ROOF PLAN

A-152 ENLARGED ROOF PLAN - PART "A"

A-153 ENLARGED ROOF PLAN - PART "B"

A-154 ENLARGED ROOF PLAN - PART "C"

A-155 ENLARGED ROOF PLAN - PART "D"

A-156 ENLARGED ROOF PLAN - PART "E"

A-161 GSE/ASIOE STORAGE - FLOOR PLAN & RCP

A-162 GSE/ASIOE STORAGE - ROOF PLAN

A-171 FIRE PUMP BLDG - FLOOR PLAN, RCP & ROOF PLAN

A-181 WATER STORAGE TANK BLDG - FLOOR PLAN & ROOF PLAN

A-191 POL STORAGE/ HAZARD MAT STORAGE - FLOOR PLAN & EXTERIOR ELEVATIONS

A-192 COVERED BIKE RACK - FLOOR/ ROOF PLANS & EXTERIOR ELEVATIONS

A-193 TRASH ENCLOSURE - PLANS & ELEVATIONS

A-194 TRASH ENCLOSURE - SECTIONS

A-195 CHILLER ENCLOSURE - FLOOR PLAN & DETAILS

A-196 CHILLER ENCLOSURE ELEVATIONS

A-201 EXTERIOR ELEVATIONS - COMPOSITE

A-201A EXTERIOR ELEVATIONS - COMPOSITE (OPTION)

A-202 PARTIAL NORTH EXTERIOR ELEVATIONS

A-203 PARTIAL NORTH EXTERIOR ELEVATIONS

A-204 PARTIAL SOUTH EXTERIOR ELEVATIONS

A-205 PARTIAL SOUTH EXTERIOR ELEVATIONS

A-206 EAST EXTERIOR ELEVATION

A-207 WEST EXTERIOR ELEVATION

A-208 ENLARGED EXTERIOR ELEVATIONS - SECONDARY & MAIN ENTRANCES

A-209 EXTERIOR ELEVATIONS - GSE/ASIOE BUILDING

A-209A EXTERIOR ELEVATIONS - GSE/ASIOE BUILDING (OPTION)

A-210 EXTERIOR ELEVATIONS - FIRE PUMP BUILDING

A-210A EXTERIOR ELEVATIONS - FIRE PUMP BUILDING (OPTION)

A-211 EXTERIOR ELEVATIONS -WATER TANK

A-211A EXTERIOR ELEVATIONS - WATER TANK (OPTION)

A-212 EXTERIOR ELEVATIONS - TYPICAL ENLARGED

A-213 EXTERIOR ELEVATIONS - TYPICAL ENLARGED

A-214 EXTERIOR ELEVATIONS - TYPICAL ENLARGED

A-301 TRANSVERSE BUILDING SECTIONS

A-302 LONGITUDINAL BUILDING SECTION - THRU HANGAR

A-303 LONGITUDINAL BUILDING SECTION - THRU ADMIN

A-304 TRANSVERSE & PARTIAL LONGITUDINAL BUILDING SECTIONS - THRU ADMIN

A-305 LONGITUDINAL BUILDING SECTION - THRU HANGAR

A-306 TRANSVERSE & LONGITUDINAL BUILDING SECTIONS - GSE/ASIOE STORAGE

A-307 TRANSVERSE & LONGITUDINAL BUILDING SECTIONS - FIRE PUMP BUILDING

A-308 TRANSVERSE & LONGITUDINAL BUILDING SECTIONS - WATER STORAGE TANK

A-309 US FLAG ELEVATION ON SOUTH HANGAR WALL & DETAIL SECTION / COVERED BIKE RACK - SECTION

A-401 WALL SECTIONS

A-402 WALL SECTIONS

A-403 WALL SECTIONS

A-404 WALL SECTIONS

A-405 WALL SECTIONS

A-406 WALL SECTIONS

A-407 WALL SECTIONS

A-408 WALL SECTIONS

A-409 WALL SECTIONS

A-410 MEN'S AND WOMEN'S ROOM DIMENSIONAL PLAN

A-420 ENLARGED PLANS AND ELEVATIONS - MENS RESTROOM

A-421 ENLARGED PLANS AND ELEVATIONS - WOMENS RESTROOM

A-422 ENLARGED PLANS AND ELEVATIONS - BREAK AND MOTHER'S ROOM

A-423 ENLARGED PLANS, ELEVATIONS AND SECTIONS - SERVICE WINDOWS AND COUNTERS

A-424 ENLARGED PLANS AND ELEVATIONS - COUNTERS

A-425 TYPICAL EQUIPMENT MOUNTING DETAILS

A-501 PLAN DETAILS

A-502 PLAN DETAILS

VOLUME 1

VOLUME 2

ARCHITECTURAL

2/

/2 of Engineers ®

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DESIGN COMPLETE REV 12 JAN 2021

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ARCHITECTURAL (CONT.) PLUMBING

TELECOMMUNICATIONS

SHEET NO SHEET NAME REV STATUS

F-001 FIRE PROTECTION NOTES, SYMBOLS AND ABBREVIATIONS 1

F-002 FIRE PROTECTION NOTES 1

F-003 BUILDING CODE SUMMARY

F-101 CODE COMPLIANCE SITE PLAN

F-102 AMH OVERALL FLOOR PLAN - LIFE SAFETY

F-103 FIRE PUMP BUILDING - LIFE SAFETY 1

SHEET NO SHEET NAME REV STATUS

E-001 LEGEND AND ABBREVIATIONS

ES101 ELECTRICAL SITE PLAN

ES102 ELECTRICAL SITE PLAN - 2

ES401 ENLARGED UTILITY PLAN

ES501 ELECTRICAL DUCT DETAILS

ES502 ELECTRICAL DUCT DETAILS - 2

E-101 ELECTRICAL SITE HAZARD CLASSIFICATION

EG001 GROUNDING GENERAL NOTES AND SUPPLEMENTAL LEGEND

EG101 COMPOSITE GROUNDING PLAN

EG102 COMPOSITE LIGHTNING PROTECTION PLAN

EG501 GROUNDING DETAILS

EG502 GROUNDING AND LIGHTNING PROTECTION DETAILS

EG503 GROUNDING AND LIGHTNING PROTECTION DETAILS

EG601 GROUNDING RISER DIAGRAM

EL100 OVERALL LIGHTING PLAN

EL101 LIGHTING PLAN - SECTION A

EL102 LIGHTING PLAN - SECTION B

EL103 LIGHTING PLAN - SECTION C

EL104 LIGHTING PLAN - SECTION D

EL105 LIGHTING PLAN - SECTION E

EL106 LIGHTING PLAN - SUPPORT BUILDINGS

EL107 ENLARGED LIGHTING PLANS - BIKE RACK, PATHWAYS AND RECYCLED STORAGE PATHWAYS

EL501 LIGHTING SCHEDULE

EL502 LIGHTING DETAILS

EL601 LIGHTING CONTROL DIAGRAMS

EP001 POWER KEYED NOTES

EP100 OVERALL POWER PLAN

EP101 POWER PLAN - SECTION A

EP102 POWER PLAN - SECTION B

EP103 POWER PLAN - SECTION C

EP104 POWER PLAN - SECTION D

EP105 POWER PLAN - SECTION E

EP106 POWER PLAN - ROOF

EP107 POWER PLAN - SUPPORT BUILDINGS

EP108 POWER PLAN - STORAGE AND CHILLER PAD

EP401 ENLARGED ELECTRICAL ROOM PLANS

EP402 ENLARGED TELECOM ROOMS

EP501 PAD MOUNTED TRANSFORMER DETAILS

EP502 SERVICE ENTRANCE DETAIL

EP503 400HZ/28VDC DETAILS

EP504 ELECTRICAL DETAILS

EP505 ELECTRICAL DETAILS - SHOP WORKBENCH DETAILS

EP506 ELECTRICAL HH 4'x6' DETAIL EP507 ELECTRICAL HH 3'x5' DETAIL

EP600 ELECTRICAL ONE-LINE NOTES

EP601 ONE-LINE DIAGRAM PRIMARY SYSTEM

EP602 ONE-LINE DIAGRAM - SECONDARY SYSTEM

EP605 ELECTRICAL PANEL SCHEDULES - 1

EP606 ELECTRICAL PANEL SCHEDULES - 2

EP607 ELECTRICAL PANEL SCHEDULES - 3

EP608 ELECTRICAL PANEL SCHEDULES - 4

EP609 ELECTRICAL PANEL SCHEDULES - 5

EP610 ELECTRICAL PANEL SCHEDULES - 6

EP611 ELECTRICAL PANEL SCHEDULES - 7

EP612 ELECTRICAL PANEL SCHEDULES - 8

EP613 ELECTRICAL PANEL SCHEDULES - 9

EP614 ELECTRICAL PANEL SCHEDULES - 10

EP615 ELECTRICAL PANEL SCHEDULES - 11

EY001 SYSTEMS NOTES AND SUPPLEMENTAL LEGEND

EY002 ELECTRICAL SITE PLAN - VEHICLE ACCESS GATE

EY003 SENSOR LOOP DETAILS

EY004 ELECTRICAL SYSTEMS DETAILS

EY005 SYSTEM HANDHOLE DETAILS

EY101 SYSTEMS PLAN - SECTION A

EY102 SYSTEMS PLAN - SECTION B

EY103 SYSTEMS PLAN - SECTION C

EY104 SYSTEMS PLAN - SECTION D

EY105 SYSTEMS PLAN - SECTION E

EY501 SYSTEMS DETAILS

EY601 SYSTEMS RISERS

EY602 SYSTEMS RISERS

SHEET NO SHEET NAME REV STATUS

T-001 TELECOMMUNICATIONS SYMBOLS, LEGEND AND ABBREVIATIONS

T-002 GENERAL TELECOMMUNICATION NOTES

TS101 TELECOMMUNICATIONS SITE PLAN - 1

TS102 TELECOMMUNICATIONS SITE PLAN - 2

T-101 TELECOM PLAN - SECTION A

T-102 TELECOM PLAN - SECTION B

T-103 TELECOM PLAN - SECTION C

T-104 TELECOM PLAN - SECTION D

T-105 TELECOM PLAN - SECTION E

T-401 ENLARGED TELECOMMUNICATION PLANS-1

T-501 TELECOMMUNICATIONS DETAILS - 1

T-502 TELECOMMUNICATIONS DETAILS - 2

T-503 TELECOMMUNICATIONS DETAILS - 3

T-504 TELECOMMUNICATIONS DETAILS - 4

T-505 TELECOMMUNICATIONS DETAILS - 5

T-506 TELECOMMUNICATIONS DETAILS - 6

T-510 TELECOMMUNICATIONS MAINTENANCE HANDHOLE DUCT FORMATIONS

T-511 TELECOM MAINTENANCE HOLE - 6'-0" x 12'-0" T-512 TELECOM MAINTENANCE HOLE 6'-0" x 12'-0" - CABLE RACKING & MATERIAL SCHEDULE T-513 TELECOM MAINTENANCE HOLE 6'-0" x 12'-0" - DETAILS

T-514 TELECOMMUNICATIONS DETAILS - 9

T-515 TELECOMMUNICATIONS DETAILS - 10

T-601 TELECOMMUNICATIONS GROUNDING SCHEMATIC DIAGRAM

T-602 TELECOMMUNICATIONS RISERS - 1

T-603 TELECOMMUNICATIONS RISERS - 2

T-604 TELECOMMUNICATIONS RISERS - 3

T-605 VSAT RISER DIAGRAM

T-611 MANHOLE SCHEMATIC DIAGRAM

T-620 CATV RISER DIAGRAM

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SHEET NO SHEET NAME REV STATUS

A-521 WALL TYPES

A-522 WALL TYPES

A-523 WALL TYPES

A-524 WALL TYPES

A-525 WALL HEAD DETAILS

A-526 LADDER DETAILS

A-527 LADDER DETAILS

A-531 CANOPY PLAN DETAILS

A-541 EXTERIOR WALL DETAILS

A-542 EXTERIOR WALL DETAILS

A-543 EXTERIOR WALL DETAILS

A-544 EXTERIOR WALL DETAILS

A-545 EXTERIOR WALL DETAILS

A-546 EXTERIOR WALL DETAILS

A-547 EXTERIOR WALL DETAILS

A-551 ROOF DETAILS

A-552 ROOF DETAILS

A-553 ROOF DETAILS

A-554 DOWNSPOUT AND SCUPPER DETAILS

A-555 ROOF DETAILS

A-556 ROOF DETAILS

A-561 FLOOR DETAILS

A-601 DOOR SCHEDULE

A-602 DOOR TYPES

A-603 WINDOW & LOUVER SCHEDULE AND TYPES

A-701 DOOR DETAILS

A-702 DOOR DETAILS

A-703 GATE DOOR DETAILS

A-711 HANGAR DOOR PLANS

A-712 HANGAR DOOR DETAILS

A-713 HANGAR DOOR RCP

A-714 HANGAR DOOR ELEVATIONS

A-721 WINDOW DETAILS

A-725 LOUVER DETAILS

A-726 LOUVER DETAILS

A-731 MISC. DETAILS

A-732 MISC. DETAILS

A-733 MISC. DETAILS

A-741 FIRE EXTINGUISHER CABINETS

A-751 CABINET DETAILS

A-752 CABINET DETAILS

AB101 AIR BARRIER - FLOOR PLAN

AB301 TRANSVERSE BUILDING SECTIONS - AIR BARRIER

AB501 STANDARD MOISTURE BARRIER DETAILS @ WINDOW OPENINGS

AF601 INTERIOR FINISH SCHEDULE

AF602 PRODUCT SAMPLES

AF603 PRODUCT SAMPLES

AG100 SITE SIGNAGE PLAN

AG101 ENLARGED SIGNAGE FLOOR PLAN "A"

AG102 ENLARGED SIGNAGE FLOOR PLAN "B"

AG103 ENLARGED SIGNAGE FLOOR PLAN "C"

AG104 ENLARGED SIGNAGE FLOOR PLAN "D"

AG105 ENLARGED SIGNAGE FLOOR PLAN "E"

AG501 SIGNAGE TYPES

AG502 SIGNAGE TYPES AND PICTOGRAMS

AG503 SIGNAGE DETAILS

AG504 SIGNAGE DETAILS

AG505 SIGNAGE DETAILS

AG601 SIGNAGE SCHEDULE I

AG602 SIGNAGE SCHEDULE II

I-101 FURNITURE PLAN - PART 'A' 1

I-102 FURNITURE PLAN - PART 'B' 1

I-103 FURNITURE PLAN - PART 'C' 1

I-104 FURNITURE PLAN - PART 'D'

I-105 FURNITURE PLAN - PART 'E'

I-106 FURNITURE AND EQUIPMENT SCHEDULE 1

MECHANICAL

FA101 AMH OVERALL FLOOR PLAN - FIRE ALARM/MASS NOTIFICATION 1

FA102 FIRE PUMP BUILDING PLAN AND WATER STORAGE TANK - FIRE ALARM 1

FA103 AMH PARTIAL FLOOR PLAN SECTION A - FIRE ALARM/MASS NOTIFICATION 1

FA104 AMH PARTIAL FLOOR PLAN SECTION B - FIRE ALARM/MASS NOTIFICATION 1

FA105 AMH PARTIAL FLOOR PLAN SECTION C - FIRE ALARM/MASS NOTIFICATION 1

FA106 AMH PARTIAL FLOOR PLAN SECTION D - FIRE ALARM/MASS NOTIFICATION 1

FA107 AMH PARTIAL FLOOR PLAN SECTION E - FIRE ALARM/MASS NOTIFICATION 1

FA108 AMH PARTIAL FLOOR PLAN SECTION D - FIRE ALARM SUPPRESSION 1

FA109 AMH PARTIAL FLOOR PLAN SECTION E - FIRE ALARM SUPPRESSION 1

FA110 AMH PARTIAL FLOOR PLAN SECTION D & E - IIIR FLAME DETECTOR PLAN

FA501 FIRE ALARM/MASS NOTIFICATION DETAILS

FA601 AMH FIRE ALARM/MASS NOTIFICATION SEQUENCE OF OPERATIONS

FA602 AMH FIRE SUPPRESSION CONTROL PANEL MATRIX 1

FA603 FIRE PUMP BUILDING FIRE ALARM SEQUENCE OF OPERATIONS

FA604 FIRE ALARM/MASS NOTIFICATION RISER DIAGRAM 1

FA605 FIRE ALARM/MASS NOTIFICATION RISER DIAGRAM 1

FX101 AMH OVERALL FLOOR PLAN - FIRE SPRINKLER

FX102 FIRE PUMP BUILDING PLAN - FIRE SPRINKLER 1

FX103 AMH PARTIAL FLOOR PLAN SECTION A - FIRE SPRINKLER

FX104 AMH PARTIAL FLOOR PLAN SECTION B - FIRE SPRINKLER

FX105 AMH PARTIAL FLOOR PLAN SECTION C - FIRE SPRINKLER

FX106 AMH PARTIAL FLOOR PLAN SECTION D - FIRE SPRINKLER

FX107 AMH PARTIAL FLOOR PLAN SECTION E - FIRE SPRINKLER

FX108 AMH PARTIAL FLOOR PLAN SECTION D - FIRE SUPPRESSION

FX109 AMH PARTIAL FLOOR PLAN SECTION E - FIRE SUPPRESSION

FX110 FIRE PUMP BUILDING PLAN - PIPING LAYOUT 1

FX111 WATER STORAGE TANK - PIPING PLAN, WATER STORAGE TANK - ISOMETRIC

FX112 FIRE SUPPRESSION ROOM PLAN - PIPING LAYOUT 1

FX301 FIRE PROTECTION SECTIONS

FX501 FIRE PROTECTION DETAILS

FX502 FIRE PROTECTION DETAILS

FX503 FIRE PROTECTION DETAILS

FX601 FIRE PROTECTION SCHEDULE

VOLUME 3

FIRE PROTECTION

SHEET NO SHEET NAME REV STATUS

P-001 PLUMBING ABBREVIATIONS, LEGEND, AND GENERAL NOTES

P-002 PLUMBING OVERALL SITE PLAN

P-101 PLUMBING PLAN - AIRCRAFT MAINTENANCE HANGAR

P-102 PLUMBING SANITARY WASTE/VENT PLAN - AREA "A"

P-103 PLUMBING SANITARY WASTE/VENT PLAN - AREA "B"

P-104 PLUMBING SANITARY WASTE/VENT PLAN - AREA "C"

P-105 PLUMBING SANITARY WASTE/VENT PLAN - AREA "D"

P-106 PLUMBING SANITARY WASTE/VENT PLAN - AREA "E"

P-107 PLUMBING DOMESTIC WATER/COMPRESSED AIR PLAN - AREA "A"

P-108 PLUMBING DOMESTIC WATER/COMPRESSED AIR PLAN - AREA "B"

P-109 PLUMBING DOMESTIC WATER/COMPRESSED AIR PLAN - AREA "C"

P-110 PLUMBING DOMESTIC WATER/COMPRESSED AIR PLAN - AREA "D"

P-111 PLUMBING DOMESTIC WATER/COMPRESSED AIR PLAN - AREA "E"

P-112 PLUMBING ROOF PLAN

P-301 PLUMBING BUILDING SECTION

P-302 PLUMBING BUILDING SECTION

P-303 PLUMBING BUILDING SECTION

P-401 PLUMBING ENLARGED PLANS

P-402 PLUMBING ENLARGED PLANS

P-403 PLUMBING ENLARGED PLANS

P-404 PLUMBING ENLARGED PLANS

P-405 PLUMBING ENLARGED PLANS

P-501 PLUMBING DETAILS

P-502 PLUMBING DETAILS

P-503 PLUMBING DETAILS

P-504 PLUMBING DETAILS

P-505 COMPRESSED AIR DETAILS

P-506 TRENCH DRAIN DETAILS

P-507 PLUMBING HOT WATER SCHEMATICS

P-508 OIL / WATER SEPERATOR DETAIL

P-601 PLUMBING SCHEDULES

P-901 PARTIAL SANITARY WASTE/VENT ISOMETRIC-VIEW 1

P-902 PARTIAL SANITARY WASTE/VENT ISOMETRIC-VIEW 2

P-903 ENLARGED SANITARY WASTE WATER/VENT ISOMETRIC - RESTROOMS

P-904 DOMESTIC WATER ISOMETRIC - VIEW 1

P-905 DOMESTIC WATER ISOMETRIC-VIEW 2

P-906 ENLARGED DOMESTIC WATER ISOMETRIC - RESTROOMS

P-907 COMPRESSED AIR LOOP ISOMETRIC

P-908 COMPRESSED AIR DROP ISOMETRICS

SHEET NO SHEET NAME REV STATUS

M-001 HVAC ABBREVIATIONS, LEGEND, AND GENERAL NOTES

M-002 MECHANICAL OVERALL SITE PLAN

M-101 MECHANICAL PLAN - AIRCRAFT MAINTENANCE HANGAR

M-102 HVAC FLOOR PLAN - AREA "A"

M-103 HVAC FLOOR PLAN - AREA "B"

M-104 HVAC FLOOR PLAN - AREA "C"

M-105 HVAC FLOOR PLAN - AREA "D"

M-106 HVAC FLOOR PLAN - AREA "E"

M-107 HVAC ROOF PLAN

M-301 HVAC BUILDING SECTION

M-302 HVAC BUILDING SECTION

M-303 HVAC BUILDING SECTION

M-304 HVAC BUILDING SECTION

M-401 HVAC ENLARGED PLANS

M-402 HVAC ENLARGED PLANS

M-403 HVAC ENLARGED PLANS

M-404 HVAC ENLARGED PLANS

M-501 HVAC DETAILS

M-502 HVAC DETAILS

M-503 HVAC DETAILS

M-504 HVAC DETAILS

M-505 HVAC DETAILS

M-506 HVAC DETAILS

M-601 HVAC SCHEDULES

M-602 HVAC SCHEDULES

M-603 HVAC SCHEDULES

M-604 VAV AHU SEQUENCE OF OPERATIONS AND CONTROLS DIAGRAM

M-605 ERV SEQUENCE OF OPERATIONS AND CONTROLS DIAGRAM

M-606 MAU SEQUENCE OF OPERATIONS AND CONTROLS DIAGRAM

M-607 FCU / ACCU AND DEHUMIDIFIER SEQUENCE OF OPERATIONS AND CONTROLS DIAGRAM

M-608 FAN SEQUENCE OF OPERATIONS AND CONTROLS DIAGRAM

M-609 CHILLED WATER SEQUENCE OF OPERATIONS AND CONTROLS DIAGRAM

M-610 DDC CONTROLS DIAGRAM AND ARCHITECTURE

M-611 DDC POINTS LIST

M-612 DOMESTIC HOT WATER SEQUENCE OF OPERATIONS AND CONTROLS DIAGRAM

M-613 COMPRESSED AIR SEQUENCE OF OPERATIONS AND CONTROL DIAGRAM

M-901 CHILLED WATER ISOMETRIC DIAGRAM

M-902 MINI-SPLIT SYSTEM ISOMETRIC DIAGRAM

2/

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0"

0"

7'

8"

S-221 A1

EQ

EQ

S-203 A1

S-204 A1

S-208 A1

S-222 A6

S-222 A1

S-225 A1

0.9

0"

8' - 0" 34' - 3" 8' - 0"

7'

0" 7'

0"

8' - 0" 32' - 0" 8' - 0"

7'

0" 7'

0"

A1 S-322

D1 S-322

A6 S-322

MATCHLINE

SEE B1 S-102 /

MATCHLINE

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BFF-3 BFF-4F13.0F13.0

F18.0

F13.0

A1 S-320

A1 S-324

A1 S-323

D1 S-323

TOF = -2' - 6" TOF = -2' - 6" TOF = -2' - 6" TOF = -2' - 6"

TOF = -2' - 6"

WF4.0 WF4.0

W F4

.0 W

F4 .0

WF4.0 WF4.0

TOF = -4' - 6"

8" PCC SLAB-ON-GRADE

W/ #4 AT 12" EW CHAIRED

TO 3" BELOW THE TOP OF

SLAB, TYP UON

CATCH BASIN

S-208 E1

S-411 A1

D1 S-325

A1 S-325

TRENCH DRAIN CATCH BASIN

SL

O

PE

A3 S-320

A6 S-320

A8 S-320

TOF = -2' - 6"

BFF-1

FULL HEIGHT

ISOLATION

JOINT, SEE

ELEVATIONS

FFE = 0.00 ft

FFE = -0.77 ft

FFE = -0.77 ft

FFE = -0.72 ft

FFE = -0.72 ft

8'

0" 8'

0"

8' - 0"8' - 0" BFF-2

TOF= -2' - 6"

0"

1. SCJ INDICATES SAWED CONSTRUCTION JOINT OR CONSTRUCTION JOINT.

DETERMINATION OF JOINT TYPE SHALL BE BY CONTRACTOR BASED ON

CONSTRUCTION SEQUENCE.

2. REFERENCED FINISH FLOOR ELEVATION IS AT 0'-0" UNLESS NOTED

OTHERWISE. SEE CIVIL DRAWINGS.

3. TOP OF FOOTING ELEVATION IS (-2'-6") UNO.

4. SEE ELECTRICAL FOR CAST-IN GROUNDING POINTS.

5. COORDINATE WITH MECHANICAL AND PLUMBING FOR ALL FLOOR AND TRENCH

DRAINS.

INDICATES DEPRESSED SLAB.

COORDINATE LOCATION AND DEPTH WITH

ARCHITECTUAL DRAWINGS

INDICATES SLOPED SLAB. COORDINATE

LOCATION, DIRECTION, AND DEPTH WITH

ARCHITECTUAL DRAWINGS

INDICATES BRACE PER FRAME

ELEVATIONS

CONTRACTION/CONSTRUCTION

JOINT, SEE S-504

S-001 TO S-002 GENERAL STRUCTURAL NOTES AND DESIGN CRITERIA

S-003 TO S-005 SPECIAL INSPECTION REQUIREMENTS

S-501 TYPICAL REINFORCING DETAILS

S-502 TYPICAL FOUNDATION DETAILS

S-503 TO S-504 TYPICAL SLAB-ON-GRADE DETAILS

S-505 TO S-507 TYPICAL CMU WALL DETAILS

S-515 TYPICAL CONCRETE WALL DETAILS

S-521 TYPICAL SECONDARY STEEL DETAILS

S-601 FOUNDATION SCHEDULE

S-602 BASE PLATE SCHEDULE

US Army Corps of Engineers ®

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A B

D E C

KEY PLAN

PLAN NORTH

8'0'

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

4' 16'

STRUCTURAL NOTESREFERENCE DRAWINGS LEGEND

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T.O. ADMIN PARAPET

19' - 4"

A

SHEAR CONNECTOR, SEE

TYPICAL STEEL BEAM TO

CMU WALL DETAILS

METAL DECK, SEE PLAN

ROOFING, SEE ARCH DWG

Wx BEAM, SEE PLAN

CONCRETE VAULT WALL,

SEE PLAN AND

FOAM FORM (MAY BE

LEFT IN PLACE)

A4 S-311

CMU WALL, SEE PLAN

ARCH FINISH, SEE ARCH DWG

5' -0

" M

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CONCRETE VAULT

SUSPENDED SLAB, SEE

PLANS

#4 @ 9" EW

2" ISOLATION JOINT

S-001 TO S-002 GENERAL STRUCTURAL NOTES AND DESIGN CRITERIA

S-003 TO S-005 SPECIAL INSPECTION REQUIREMENTS

S-501 TYPICAL REINFORCING DETAILS

S-502 TYPICAL FOUNDATION DETAILS

S-503 TO S-504 TYPICAL SLAB-ON-GRADE DETAILS

S-505 TO S-507 TYPICAL CMU WALL DETAILS

S-508 TYPICAL STEEL DECK TO CMU WALL DETAILS

S-509 TO S-510 TYPICAL STEEL BEAM TO CMU WALL DETAILS

S-511 TO S-513 TYPICAL STEEL DETAILS

S-515 TYPICAL CONCRETE WALL DETAILS

S-521 TYPICAL SECONDARY STEEL DETAILS

S-601 FOUNDATION SCHEDULE

S-602 BASE PLATE SCHEDULE

S-603 STEEL BEAM CONNECTION SCHEDULE

S-604 STEEL BRACE CONNECTION SCHEDULE

S-605 METAL DECK SCHEDULE

REFERENCE DRAWINGS

METAL DECK, SEE PLAN

ROOFING, SEE ARCH DWG

Wx BEAM, SEE PLAN

TYPICAL STEEL BEAM

CONNECTION, SEE

CMU WALL, SEE PLAN

TYP

1" MIN,

1/ 2"

M

IN

T

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1/2" GAP 3/16

TYP

3/16

TYP

ROLL UP DOOR, SEE ARCH DWG

(1) 3/4" DIA ANCHOR

BOLTS 4" ON EA SIDE

OF L3x3 AND AT 16" O.C.

L3X3, SEE PLAN

5" MIN EMBED, TYP

5/16" THK PL

CONT 5/16" THK BENT

PL, 3"X3"

A1 S-603

US Army Corps of Engineers ®

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1'0'

SCALE: 1" = 1'-0"

6" 2'

FINISH FLOOR

0' - 0"

HANGAR TOF

-2' - 6"

0.9

CMU WALL, SEE PLAN

12" THK CONCRETE

STEM WALL

WALL FOOTING, SEE PLAN

AND SCHEDULE

CONCRETE SLAB ON

GRADE, SEE PLAN

ISOLATION JOINT

(2) #4 CONT T & B

#4 @ 12" EF, EW

S-504 C1

DOWEL TO MATCH SIZE AND

SPACING OF VERTICAL CMU

WALL REINFORCING

FINISH FLOOR

0' - 0"

HANGAR TOF

-2' - 6"

0.9

BASEPLATE AND ANCHOR RODS

PER SCHEDULE

CREATE POCKET IN CONCRETE

WALL TO COORDINATE WITH

COLUMN BASE PLATE WHERE

REQUIRED

CMU WALL, SEE PLAN

FOOTING, SEE PLAN AND

SCHEDULE

CONCRETE SLAB ON

GRADE, SEE PLANCONCRETE STEM WALL,

SEE

A1

S-322

(2) #4 ON BOTH SIDES

OF BLOCKOUT

#5, EXTEND 2'-0"

BEYOND BLOCKOUT

ISOLATION JOINT, TYP

S-504 C1

Wx COLUMN PER PLAN

D5 S-322

EM

BE

D M

IN

2'

0"

FINISH FLOOR

0' - 0"

HANGAR TOF

-2' - 6"

0.9

WALL FOOTING, SEE PLAN

AND SCHEDULE

CONCRETE STEM WALL,

SEE

A1 S-322

CONCRETE CURB

WHERE OCCURS, PER

ARCH. SEE

E8 S-503

CONCRETE PILASTER SUPPORT

SEE SIM

A7 S-401

PILASTER, SEE ARCH CMU WALL, SEE PLAN

CONCRETE SLAB ON

GRADE, SEE PLAN

ISOLATION JOINT

S-001 TO S-002 GENERAL STRUCTURAL NOTES AND DESIGN CRITERIA

S-003 TO S-005 SPECIAL INSPECTION REQUIREMENTS

S-501 TYPICAL REINFORCING DETAILS

S-502 TYPICAL FOUNDATION DETAILS

S-503 TO S-504 TYPICAL SLAB-ON-GRADE DETAILS

S-505 TO S-507 TYPICAL CMU WALL DETAILS

S-508 TYPICAL STEEL DECK TO CMU WALL DETAILS

S-509 TO S-510 TYPICAL STEEL BEAM TO CMU WALL DETAILS

S-511 TO S-513 TYPICAL STEEL DETAILS

S-515 TYPICAL CONCRETE WALL DETAILS

S-521 TYPICAL SECONDARY STEEL DETAILS

S-601 FOUNDATION SCHEDULE

S-602 BASE PLATE SCHEDULE

S-603 STEEL BEAM CONNECTION SCHEDULE

S-604 STEEL BRACE CONNECTION SCHEDULE

S-605 METAL DECK SCHEDULE

REFERENCE DRAWINGS

FINISH FLOOR

0' - 0"

F

HANGAR TOF

-2' - 6"

D1 S-322

S-504 C1

BASEPLATE AND ANCHOR RODS

PER SCHEDULE

FOOTING, SEE PLAN AND

SCHEDULE

CONCRETE SLAB ON

GRADE, SEE PLAN

ISOLATION JOINT, TYP

Wx COLUMN PER PLAN

2" CLR MIN

2" C

LR

M

IN

US Army Corps of Engineers ®

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1" = 1'-0"A1 HANGAR BAY - CMU WALL FTG

1" = 1'-0"D1 HANGAR BAY - CMU WALL FTG @ COLUMN

1" = 1'-0"A6 HANGAR BAY - CMU WALL FTG @ PILASTER

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CA

2" CONT KEY W/ WATERSTOP

M

IN

1'

0"

3B FINE GRAVEL

PAVEMENT, SEE

CIVIL DWGS

INVERT, SEE

CIVIL DRAWINGS

CONT WATERSTOP,

TYP

CONCRETE WALL,

SEE PLAN

CONCRETE

SUSPENDED SLAB,

SEE PLAN

CONCRETE MAT

FOUNDATION, SEE

PLAN

DOWELS TO MATCH

SIZE AND SPACING OF

VERT WALL REINF

WALL

PENETRATION,

SEE

E4 S-381

CB

C1

MATCH HORIZONTAL WALL REINF

MATCH VERTICAL WALL REINF

CONC WALL

CONC MAT FOUNDATION

2" CLR, TYP

2' - 0" MIN, TYP

(2) #4 EF, ES

2' - 0" MIN, TYP

#4 DIAG EF, ES

WALL REINFORCING

W2

WT - FINISH FLOOR

0' - 0"

WT - T.O. ROOF PARAPET

22' - 8"

PRESTRESSED

CONC WALL

SUSPENDED

PRESTRESSED

CONCRETE SLAB

CONCRETE

PARAPET

DOWELS BY WATER

TANK MANUFACTURER

SCUPPER, SEE ARCH DWGS

SLOPE

CONCRETE MAT

FOUNDATION, SEE

PLAN

19.29 ft

" M

IN

PAVEMENT, SEE

CIVIL DWGS

FOOTING

EXTENSION,

SEE PLANS

CONCRETE CURB AT

PILASTER WHERE

OCCURS, SEE ARCH

DWGS

SLOPE

" M

IN

2'-6" MIN

FREEBOARD

TOP WATER LEVEL

FT - FINISH FLOOR

0' - 0"

C1

2" CONT KEY W/

WATERSTOP, TYP

TYPE SB ECCENTRIC

CONE SECTION, SEE

NOTE 2

STAINLESS

STEEL LADDER,

SEE DET

A4/CU503

TYPE SB MANHOLE

FRAME AND COVER,

SEE NOTE 2

PAVEMENT, SEE

CIVIL DWGS

CONT WATERSTOP,

TYP

CONCRETE WALL,

SEE PLAN

CONCRETE MAT

FOUNDATION,

SEE PLAN

CONCRETE

SUSPENDED SLAB,

SEE PLAN

2" CONT KEY W/

WATERSTOP, TYP

PROVIDE CONT 8"

DUMBBELL

WATERSTOP, TYP

TEMPORARY CUT

SLOPES, SEE NOTES

COMPACTED

SATISFACTORY

BACKFILL

FOAM CONTAINMENT TANK NOTES:

1. CONTRACTOR SHALL BE RESPONSIBLE FOR

EXCAVATION LIMITS, PROCEDURES,

SHORING, COMPLIANCE WITH OSHA SAFETY

REQUIREMENTS, TEMOPORARY CUT SLOPE,

AND PROTECTION OF EXISTING

PROPERTIES AND UTILITIES.

2. TYPE SB MANHOLE FRAME AND COVER,

TYPE SB ECCENTRIC CONE SECTION,

GRADE RING, AND OTHER DETAILS SHOWN

SHALL BE IN ACCORDANCE WITH THE

"WASTEWATER SYSTEMS, STANDARD

DETAILS, CITY AND COUNTY OF HONOLULU,

DATED JULY 2017"

GRADE RINGS,

SEE NOTE 2

US Army Corps of Engineers ®

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1/2" = 1'-0"A8 FOAM CONTAINMENT TANK WALL SECTIONS

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2/

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3/8" = 1'-0"E1 FOAM CONTAINMENT TANK CHAMFER

3/4" = 1'-0"E4 FOAM TANK WALL PENETRATION DETAIL

3/8" = 1'-0"A1 WATER TANK - BUILDING SECTION

1/2" = 1'-0"A5 FOAM CONTAINMENT TANK SECTION

3'-0" MIN.

TH

IC

KN

ES

S

SE

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SC

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END SUPPORT END SPAN 1ST INTERIOR SUPPORT

SLAB REINFORCING

INTERIOR SPAN 2ND INTERIOR SUPPORT

ADJACENT SLABS SPAN IN OPP. DIRECTIONSTYPICAL SECONDARY REINFORCING SLAB ELEVATION

POURED-IN-PLACE SLAB

CONSTRUCTION JOINT DETAIL

SECONDARY

REINF.

MAIN SLAB

REINF.

EXTEND SECONDARY

REINF. FROM ADJACENT

SPAN AS SHOWN, TYP.

FACE OF

SUPPORT

DIRECTION OF

SPAN

FACE OF SUPPORT

DIRECTION OF

SPAN

FACE OF SUPPORT

PROVIDE #4 TOP

AT 12" ADDED

WHERE NO TOP

BARS OCCUR

MAIN SLAB

REINF.

LOCATE CONSTRUCTION JOINT

AT 0.25 x SPAN LENGTH

FROM FACE OF INTERIOR

SUPPORTS AS REQUIRED, TYP.

LAP TOP REINF.

CONC.

SLAB AND REINF.

MECHANICALLY

ROUGHENED JOINT OR

T/3 DEEP x 1" WIDE

CONT. KEYWAY

BOTTOM REINF.

CONT. TO

SUPPORT

FACE OF

SUPPORT

BOTTOM

ADDED BAR

BOTTOM

CONT. BAR

TOP CONT.

BAR

BOTTOM ADDED

BARS

BOTTOM CONT. BARS

BARS IN SAME PLANE

EVENLY SPACED, TYP.

FACE OF

SUPPORT

FACE OF

SUPPORT

SECONDARY

REINF.,TYP.

BOTTOM

CONT. BAR

BOTTOM

ADDED BAR

TOP CONT. BARPROVIDE #4 TOP

AT 12" ADDED

WHERE NO TOP

BARS OCCUR

FACE OF

SUPPORT

BARS IN SAME

PLANE EVENLY

SPACED

FACE OF SUPPORT

BARS IN SAME

PLANE EVENLY

SPACED

PROVIDE #4 TOP AT

12" ADDED WHERE

NO TOP BARS OCCUR

SECONDARY REINF.

(SPLICE BOT. BARS AT SUPPORTS

AND TOP BARS AT MIDSPAN AS REDQ'D).

L

MAX OF /4 AND /4 MAX OF /4 AND /4 MAX OF /4 AND /4

L

. /8

MAX OF /4 AND /4

L /4 L /4

"T

DIRECTION OF SPAN

L /8 L /8 . /8

L /4

L

L 1

L 1 L 1

L /8

L 2 L 3L 2 L 3L 2L 1 L 2

L 1

L 1 L 2 L 2 L 3

L 3

L A L B

L A L B

L 2

L /5L A

PROVIDE #4 TOP AT 12" ADDED

WHERE NO TOP BARS OCCUR

S3

MARK

MIN.

THICKNESS

TOP BOTTOM

SECONDARY

REINFORCEMENT

TOP BOTTOM

PRIMARY

REINFORCEMENT

CENTER CENTER

18" #4@16"#9@6" #9@6" #4@16"- -

REMARKS

FOAM CONTAINMENT TANK

S4 8" ARMS VAULT- -#4@9" #4@9"- -

PLAN

CORNER

PLAN

INTERSECTION

PLAN

CORNER

(2) #4 VERT TYP. U.O.N.

((2) #5 VERT AT INTERIOR WALLS)

(4) #4 VERT TYP. U.O.N.

((4) #5 VERT AT INTERIOR WALLS)

ADDED VERT. BAR TO

MATCH WALL VERT. REINF

2'

0" M

IN

2' - 0" MIN

2'

0" M

IN

2' - 0" MIN

WALL HORIZ. REINF.WALL HORIZ. REINF.

SPECIAL NOTE:

CONTRACTOR MAY SUBSTITUTE 7' - 0" LONG 90 DEGREE BENT BAR

CENTERED AT CORNER IN LIEU OF OUTER CORNER HOOKS

(SAME SIZE AND SPACING AS HORIZ. REINF.)

PLAN

INTERSECTION

(2) #4 VERT TYP.

U.O.N.

2' - 0" MIN

DOUBLE LAYER

PROVIDE 4 VERT. BARS,

SIZE TO MATCH TYP. WALL VERT.

REINF. BARS

HOOK (180° AT 200 WALLS AND 90° AT 300 AND

THICKER WALLS) HORIZ. BARS AROUND VERT.

BARS OR PROVIDE U-STIRRUPS TO MATCH SIZE

AND SPACING OF HORIZ. BARS

SINGLE LAYER

PROVIDE 2 VERT. BARS,

SIZE TO MATCH TYP. WALL VERT.

REINF. BARS

HOOK (180°) HORIZ. BARS AROUND VERT. BARS

AT END. ROTATE HOOK AS REQUIRED TO

MAINTAIN MINIMUM CONCRETE COVER

SUSPENDED SLAB TO WALL SECTION

SLAB REINF

WALL REINF

(2) HORZ BAR AT

TOP OF WALL

ROUGHENED SURFACE

WALL REINF

SLAB REINF SLAB REINF

WALL REINF

(2) HORZ BAR AT

TOP OF WALL

ROUGHENED

SURFACE

PARAPET

WALL REINF

2-DIAG BARS EQUAL IN SIZE TO

MAIN DIRECTION BARS x 96 BAR DIA.

LONG, AT EACH CORNER, T&B (TYP)

MAIN DIRECTION BARS: ADD 1/2 THE NUMBER

OF BARS INTERRUPTED PLUS ONE TO EACH

SIDE OF OPENING AT 3" O.C., TYP. BARS SHALL

CONTINUE BETWEEN BEARING SUPPORTS

TRANSV DIRECTION BARS: ADD 1/2 THE NUMBER

OF BARS INTERRUPTED PLUS ONE TO EACH SIDE

OF OPENING AT 3" O.C., TYP. BARS SHALL

CONTINUE BETWEEN BEARING SUPPORTS

PROVIDE 90° BEND AT

END OF INTERRUPTED

BARS (TYP.)

BEND BARS WHERE EDGE OCCURS

NOTE: USE SIMILAR DETAILS FOR ROUND OPENINGS

US Army Corps of Engineers ®

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NOT TO SCALEA1 TYPICAL SUSPENDED SLAB DETAILS

NOT TO SCALEF4 TYPICAL CONCRETE SLAB TO WALL DETAIL

NOT TO SCALEA7 TYPICAL SUSPENDED SLAB PENETRATION DETAIL

R

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2/

/2

1 1

A

CD

B E

KEY PLAN

LOUVER TYPE, SEE SHEET A-603

WINDOW TYPE, SEE SHEET A-603

EQUIPMENT, SEE SHEET A-425

000 ROOM NUMBER, SEE SHEET AF601 FINISH SCHEDULE

DOOR NUMBER, SEE SHEET A-601 DOOR SCHEDULE

X

X

XX

FLOOR PLAN LEGEND

FEC-1 SEMI-RECESSED MOUNTED FIRE EXTIGUISHER CABINET

WITH 10 LB, 4A:80B:C; CABINET CFCI AND FE GFGI, SEE SHEET A-741, TYPICAL

FEC-2 SURFACE MOUNTED FIRE EXTIGUISHER CABINET

WITH 10 LB, 4A:80B:C; CABINET CFCI AND FE GFGI, SEE SHEET A-741, TYPICAL

FE-3 10 LB, 4A:80B:C BRACKETED FIRE EXTINGUISHER (FE)

BRACKET CFCI AND FE GFGI, SEE SHEET A-741, TYPICAL

WALL TYPE, SEE SHEET A-521X

CG FULL HEIGHT CORNER GUARD, SEE DET. C4/A-425

CG-1 PARTIAL HEIGHT CORNER GUARD, SEE DET. C4/A-425

1 2 3 4 6

A

C

E

A1 A-301

A1 A-301

FACILITY STORAGE

ROOM

CREW CHIEF WORK

ROOM (COMPANY C)

AVIATION LIFE

SUPPORT EQUIPMENT

(ALSE) SHOP

CREW CHIEF WORK

ROOM (COMPANY B)

AVIATION LIFE

SUPPORT EQUIPMENT

(ALSE) STORAGE

UNIT STORAGE

(COMPANY D)

CREW CHIEF WORK

ROOM (COMPANY A)

ARMS VAULT

(COMPANY D)

RECYCLE ROOM

ELECTRICAL ROOM

COMMUNICATIONS

ROOM

MEN'S

QUALITY CONTROL

WOMEN'S

PRODUCTION CONTROL

JANITOR

ACN EQUIPMENT

QUALITY CONTROL

OFFICE

PRODUCTION CONTROL

OFFICE

ELECTRICAL ROOM

COMMUNICATIONS

ROOM

SPECIAL TOOLS ROOM

CORRIDOR 4

157D

M

AT

C H

LI

N

E "B

CORRIDOR 2

157B

1.9 2.9 3.9 4.4 6.6

MOTHER'S ROOM

2A

2B

9B

7B

157B-A

4A

151B

1A

C146B

C

6A C

7B

-B

7E

-A

4B

0A

0B

136 13

C131

1B

131C

7E

-B

1A

4A

0A

0.9

0.9

FD

MB3

MB3

MB3

MB3

MB3

MB3

MB3

MB3

MB3

MB3

(10) L3 30"x30"x30" LOCKERS IN (3)

TIER MOUNTED ON CONC. CURB

S.S. UTILITY SINK

FD

REF

REF

MATCHLINE "A"

4B 13

10'-0" ENTRANCE FLOOR

MAT, SEE DET C1/A-733

A-423 C5

S

S

S

S

S

S

S

S S

S S S

S

S

S

S

S

S

S

S

S

S

S

A-420 D5

A-421 D5

A-422 E1

A-422 A1

A-423 E1

A-423 C5

A-423 C5

A-423 C1

W3

W2 W2 W2

134C

140C

154C

EWWC, TYP

5' WIDE SAFETY STRIPING HAND WASH

STATION, TYP

STEEL BOLLARD, SEE

DETAIL A3/A-731, TYP

CONC. SIDEWALK

VESTIBULE

155A

5A

-B

A1 A-404

A5 A-404

B1 A-303

B1 A-303

146A

W2 W2 W2W3

W3

NBC STORAGE

C146B

CAGE

C155B

CAGE

C131

A2A

C3

A2

C3

A2A

C5

C3

C4

A2A C5C

L1

A4A

L1

A4A

C3A C3B

B1

CID

L1

B3

B2A

A4

A4

A2A2A2

A2 A2

A2A2

C3

C1 C1

A3

C5

C5 C5A

A2

C5AC1

A2

A2

C3 A2B

A2B

A2

C5A

C5A

A2B

CBA A2

A2B

A2

A2B

A2B C3 C7D

C5A

A2 C5A

C5B C5B

C5A

C5B

C3 C2

L1

L1

A2A

A2A C1

L1

CAGE

C152

CAGE

C149

CAGE

C147

9A

7A

L1

L1

L1L1

L1

C

MULTI PURPOSE /

BREAK / CONF

C5A

C5A

5.6

OXYGEN GENERATOR

120B

7D

C

C

A9

C2

C2

A1

A1

B3A

A2

A2A

A2A2

A2

A4B

C2

A2

C3 C3

C1

C5

COMMUNICATIONS

STORAGE

C146A

A-501 C1

A-501 A1

A-501 E1

A-526 E5

S

S S

S

A2C

NON-SENSITIVE

SECURE STORAGE

146A

MB4

BLDG

EXPANSION

JOINT, SEE

DET. A1/A-502

155A

A5 A-402

A5 A-405

A5 A-403

A7 A-403

A7 A-406

B1 A-305

B1 A-305

B1

C1

C1A

A1

C7

B3

A2

IT8

IT8

FE-3 FE-3 FE-3

FE-3

FEC-2

A2

FEC-1 FEC-1

FEC-1

FEC-1

FE-3

FE-3

FEC-2

FEC-2FEC-2FEC-2

TYP

TYP

AIR COOLED CONDENSING

UNIT, SEE MECH, TYP

ALUM DOWNSPOUT,

TYP

SIM

SIM

FLAT SCREEN

TV, N.I.C., TYP

C5B

C1BC1B C1C

SIM

A1A

A2 A2

A2A

L4 L4

IT8

IT8

MB4

MB3 MB3 MB3

MB3

MB3

MB3

MB4

MB4

IT8

A-502 E3

A-502 E5

A-424A1

CG-1

CG-1

CG

CG

CG

CG

CG CG

CG-1 CG-1

CG-1

CG-1

CG CG

CG

MB3

MB3

CJ ON GYP BD WALL

SEE DET. F1 & F4 /

A-525 AND GENERAL

NOTE CJ

CJ

CJ A-425

C4 CG, TYP TO

ALL GYP BD

WALL CORNER

A-502 E3

A-502

E3CJ

CJ

CJ

CJ

CJ

CJ

IT8

(12) L5 ROW LOCKER, STEEL

(12"W X 18"D X 72"H) DOUBLE

TIER MOUNTED TO CONC CURB

(9) L4 ROW LOCKER, STEEL

(15"W X 18"D X 72"H) DOUBLE

TIER MOUNTED ON CONC CURB

US Army Corps of Engineers ®

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

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

D

AT

E M

AR

K

D

ES

C R

IP

TI

O N

FI

LE

N U

M

BE

R

FI

LE

N

AM

E:

A-102

EN

LA

R G

ED

F

LO

O

R P

LA

N

AR

EA

"A

AN

N O

TA

TI

VE

W H

EE

LE

R A

R M

Y

AI

R

FI

EL

D

, O

AH

U , H

AW

AI

I H

O N

O

LU

LU

D

IS

TR

IC

T

FT

. S

H

AF

TE

R

, H

AW

AI

I 9

R

EG

IO

N

AL

E

N G

IN

EE

R

IN

G C

EN

TE

R H

O N

O

LU

LU

D

IS

TR

IC

T

H O

N O

LU

LU

, H I

S.

O

N O

C .B

M

.L

KAT.

O

KA

BA

YA

SH

I

J

AN

DESIGN COMPLETE REV 12 JAN 2021

FY

M C

A

PN

AI

R C

R

AF

T M

AI

N

TE

N

AN

C

E H

AN

G

AR

1/8" = 1'-0"B1 ENLARGED FLOOR PLAN - AREA "A" - ANNOTATIVE

04' 8' 16'2'6'8'

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

PLAN NORTH

GENERAL NOTES

1. ALL CHANGES IN FLOOR MATERIALS IN DOOR OPENINGS SHALL OCCUR AT THE CENTER LINE OF THE DOOR PANEL

IN THE CLOSED POSITION UNLESS NOTED OTHERWISE.

2. FOR ROOM FINISH SCHEDULES, SEE SHEET AF601.

3. FOR DOOR SCHEDULES, SEE SHEET A-601.

4. FOR WINDOW SCHEDULES, SEE SHEET A-603.

5. FIRE AND SMOKE RATED WALLS AND PARTITIONS ARE SHOWN ON ARCH SHEETS FOR CONVENIENCE, SHOULD THERE BE CONFLICTS, FIRE PROTECTION SHEETS SHALL GOVERN.

6. SEE SHEETS A-521 THRU A-524 FOR WALL TYPES.

7. PROVIDE GWB CONTROL JOINTS @ 30'-0" OC MAX SPACING ON ALL EXPOSED GWB SURFACES. PROVIDE AT CORNERS

OF DOOR OR WINDOW OPENINGS OR EDGES OF CEILING FEATURES WHENEVER POSSIBLE, EXCEPT AT FURRED CMU WALLS.

8. SEE FURNITURE AND EQUIPMENT SCHEDULE FOR CFCI DESIGNATION.

9. SEE A-425 FOR MEDIA BOARD MOUNTING HEIGHTS.

10. PROVIDE "SLOPE TO DRAIN" AT ROOMS/AREAS W/FLOOR DRAINS, MINIMUM 1/16" PER FT. FINISHED FLOOR SLOPE SHALL NOT BE GREATER

THAN 1/4" PER FT.

R

EV

IS

ED

IN

A C

C O

R D

AN

C

E W

IT

H

A M

-0

2/

CD

B E

KEY PLAN

FLOOR PLAN LEGEND

LOUVER TYPE, SEE SHEET A-603

WINDOW TYPE, SEE SHEET A-603

EQUIPMENT, SEE SHEET A-425

000 ROOM NUMBER, SEE SHEET AF601 FINISH SCHEDULE

DOOR NUMBER, SEE SHEET A-601 DOOR SCHEDULE

X

X

XX

FEC-1 SEMI-RECESSED MOUNTED FIRE EXTIGUISHER CABINET

WITH 10 LB, 4A:80B:C; CABINET CFCI AND FE GFGI, SEE SHEET A-741, TYPICAL

FEC-2 SURFACE MOUNTED FIRE EXTIGUISHER CABINET

WITH 10 LB, 4A:80B:C; CABINET CFCI AND FE GFGI, SEE SHEET A-741, TYPICAL

FE-3 10 LB, 4A:80B:C BRACKETED FIRE EXTINGUISHER (FE)

BRACKET CFCI AND FE GFGI, SEE SHEET A-741, TYPICAL

WALL TYPE, SEE SHEET A-521X

CG FULL HEIGHT CORNER GUARD, SEE DET. C4/A-425

CG-1 PARTIAL HEIGHT CORNER GUARD, SEE DET. C4/A-425

A

C

E

D1 A-301

D1 A-301

7 8 9 10 11 12 13

C.9

AIRLOCK 2

157F

REPAIR SECTION

WORKROOM

FIRE PROTECTION

MECHANICAL ROOM

COMPONENT REPAIR

PLATOON

COMPONENT REPAIR

PLATOON OFFICE

AIRFRAME REPAIR

PLATOON

AIRCRAFT MOUNTED

WEAPONS VAULT

SYSTEMS REPAIR SHOP

COMSEC SECURE

STORAGE

CONTRACTOR

LOGISTICS SUPPORT

LOGISTICS

ASSISTANCE

REPRESENTATIVES

(LARS)

COMMUNICATIONS

ROOM

ELECTRICAL ROOM

AIRLOCK 3

157G

POWER PLANT/

POWERTRAIN SHOP

1ST SERGEANT OFFICE

COMMANDER OFFICE

ORDERLY ROOM

(COMPANY D)

SHOP SECTION HQ

PLATOON OFFICE

NONDESTRUCTIVE

INSPECTION (NDI)

ROOM

BLADE REPAIR SHOP

MECHANICAL ROOM

CORRIDOR 1

157A

STRUCTURAL REPAIR

SHOP

7.5 8.4 9.4 10.4 12.1

COMPRESSOR ROOM

5A

C

7F

-A

5B

C142

2 14

7G

-B

7G -A

8A

C108A

8B

157A-A

5A

105B

7F

-B

C106CORRIDOR 2

157B

13.1

M

AT

C H

LI

N

E "B

FD

FD

7B

-C

FD

FD

MB3

MB3

MB3

MB3

MB3

HAND WASH

STATION, TYP. EEWS, TYP SAFETY STRIPING

PARTS WASHER, SEE MECHANICAL DWGS.

STEEL BOLLARD, SEE DET.

A3/A-731, TYP

CANOPY ABOVE

10'-0" ENTRANCE FLOOR MAT,

SEE DETAIL C1/A-733

CONC. SIDEWALK,

SEE CIVIL DWGS

AIR COOLED

CONDENSING UNIT,

SEE MECH, TYP

TRAVEL DIRECTION

BR

ID

G E

C R

AN

E

(2 -T

O N

A-424 F1

W1 W1 W2 W1 W2

S

S

S

S

S S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S S

S

S

S

S S S

S

S

S

S

S

S

S

S S S

FD

CRANE COVERAGE LIMITS

MATCHLINE "C"

A5 A-404

A3 A-404

B1 A-304

B1 A-303

B1 A-303

108C

6A

W2 W1

CAGE

C125

CAGE

C142

CAGE

C108A

CAGE

C106

A2A

A2A

A2

L1

L1

A2

C5A

C5B

C5B

C2 C2 C3

C5A

A2

A2

A2

C1

C5C

L1

L1

A2 C5B

C3

C5B C5A

A5

A2 C5A

C5A C6A

C3

A5

A2

C5A

B3

B1A

C1D

B2

C5C

C5C

C5C

C5A

C5

C1

C5A C5A

C1

C5A

C5A

C5

C5

C5

C5A A5

C5A A2

A5A

A5A

A5A

C3 C3

A5B

A5B

C3 C5A

A5B

C5A A2 C5A C5A

C2 C2

C5

C5A

C2

C5A

C3C5

C5A

C5C1 C1

C5A

L1

L1L1

C5L1

C5

'-1

0"

6C

CAGE

C108B C108B

106A

C5A

CAGE

C131

COMMUNICATIONS

ROOM

106B

A2

C5A

L1

L1

C5A

C2

C2

C1

A2

C5B

A-501

C1 SIM

A-501 A6

157A-B

A5 A-402

A5 A-406

A3 A-406

C1 A5

A5

FD

FD

FD

FD

FEC-2 FEC-2FEC-2

FEC-2FE-3

FE-3

FEC-1

FEC-1

FEC-1

FE-3 FE-3

FEC-1

FE-3

FE-3

FEC-2

MB3

UTILITY SINK,

SEE PLUMBING

DWGS, TYP

6" WIDE SAFETY

STRIPING, TYP,

SEE DET. A8/A-741

C5B

C5B

A5A

A5A

A2

A2A2

L4 L4 L4 L4

MB3

MB3

L5

L5

2" DIA. PIPE PAINTED STEEL

GUARDRAIL W/ 2" DIA. POSTS @

4'-0" MAX. O.C. GUARDRAIL

HEIGHT 27" FROM FINISH

GRADE

MB3

M B3

CG

CG

A-502 E5

MB3

CG

CG

CJ

CJ

CJ

CJ

CG, TYP TO

ALL GYP BD

WALLCORNERA-425

C4

CJ

CJ

(8) L5 ROW LOCKER

STEEL (12"W X 18"D X

72"H) DOUBLE TIER

US Army Corps of Engineers ®

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

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

D

AT

E M

AR

K

D

ES

C R

IP

TI

O N

FI

LE

N U

M

BE

R

FI

LE

N

AM

E:

A-103

EN

LA

R G

ED

F

LO

O

R P

LA

N

AR

EA

"B

AN

N O

TA

TI

VE

W H

EE

LE

R A

R M

Y

AI

R

FI

EL

D

, O

AH

U , H

AW

AI

I H

O N

O

LU

LU

D

IS

TR

IC

T

FT

. S

H

AF

TE

R

, H

AW

AI

I 9

R

EG

IO

N

AL

E

N G

IN

EE

R

IN

G C

EN

TE

R H

O N

O

LU

LU

D

IS

TR

IC

T

H O

N O

LU

LU

, H I

S.

O

N O

C .B

M

.L

KAT.

O

KA

BA

YA

SH

I

J

AN

DESIGN COMPLETE REV 12 JAN 2021

FY

M C

A

PN

AI

R C

R

AF

T M

AI

N

TE

N

AN

C

E H

AN

G

AR

1/8" = 1'-0"B1 ENLARGED FLOOR PLAN - AREA "B" - ANNOTATIVE

04' 8' 16'2'6'8'

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

PLAN NORTH

R

EV

IS

ED

IN

A C

C O

R D

AN

C

E W

IT

H

A M

-0

GENERAL NOTES

1. ALL CHANGES IN FLOOR MATERIALS IN DOOR OPENINGS SHALL OCCUR AT THE CENTER LINE OF THE DOOR PANEL

IN THE CLOSED POSITION UNLESS NOTED OTHERWISE.

2. FOR ROOM FINISH SCHEDULES, SEE SHEET AF601.

3. FOR DOOR SCHEDULES, SEE SHEET A-601.

4. FOR WINDOW SCHEDULES, SEE SHEET A-603.

5. FIRE AND SMOKE RATED WALLS AND PARTITIONS ARE SHOWN ON ARCH SHEETS FOR CONVENIENCE, SHOULD THERE BE CONFLICTS, FIRE PROTECTION SHEETS SHALL GOVERN.

6. SEE SHEETS A-521 THRU A-524 FOR WALL TYPES.

7. PROVIDE GWB CONTROL JOINTS @ 30'-0" OC MAX SPACING ON ALL EXPOSED GWB SURFACES. PROVIDE AT CORNERS

OF DOOR OR WINDOW OPENINGS OR EDGES OF CEILING FEATURES WHENEVER POSSIBLE, EXCEPT AT FURRED CMU WALLS

8. SEE FURNITURE AND EQUIPMENT SCHEDULE FOR CFCI DESIGNATION.

9. SEE A-425 FOR MEDIA BOARD MOUNTING HEIGHTS.

10. PROVIDE "SLOPE TO DRAIN" AT ROOMS/AREAS W/FLOOR DRAINS, MINIMUM 1/16" PER FT. FINISHED FLOOR SLOPE SHALL NOT BE GREATER

THAN 1/4" PER FT.

2/

1 2 3 4 6

C

E

1.9 2.9 3.9 4.4 6.6

FACILITY STORAGE

ROOM

SCONC

CREW CHIEF WORK

ROOM (COMPANY C)

SCONC

AVIATION LIFE

SUPPORT EQUIPMENT

(ALSE) SHOP

FRRF-2

CREW CHIEF WORK

ROOM (COMPANY B)

SCONC

AVIATION LIFE

SUPPORT EQUIPMENT

(ALSE) STORAGE

RF-1

UNIT STORAGE

(COMPANY D)

SCONC

CREW CHIEF WORK

ROOM (COMPANY A)

SCONC

ARMS VAULT

(COMPANY D)

SCONC

RECYCLE ROOM

SCONC

ELECTRICAL ROOM

SCONC

COMMUNICATIONS

ROOM

SDF

AIRLOCK 1

157E

RF-1

MEN'S

QUALITY CONTROL

RF-1

WOMEN'S

PT-1

PRODUCTION CONTROL

RF-1

JANITOR

SCONC

ACN EQUIPMENT

RF-1

QUALITY CONTROL

OFFICE

RF-1

PRODUCTION CONTROL

OFFICE

RF-1

ELECTRICAL ROOM

SCONC

COMMUNICATIONS

ROOM

SDF

SPECIAL TOOLS ROOM

SCONC

CORRIDOR 4

157D

RF-1

M

AT

C H

LI

N

E "B

CORRIDOR 2

157B

RF-1

MOTHER'S ROOM

CPT

2A

2B 14 9B

7B

157B-A

4A

151B

1A

C146B

146A

C

6A C

7B

-B

7E

-A

4B

0A

0B

136 13 7 C131

1B

1C

7E

-B

1A

4A

0A

ALIGN

ALIGN

12' - 6"

8'

0"

ALIGN

0.9

0.9

MATCHLINE "A"

9'

/2

EQ EQ.

2'

VESTIBULE

155A

RF-1

TYP.

AIRCRAFT

MAINTENANCE BAY

SCONC

EQ EQ

ALIGN

C O

N C

EQ

EQ

CAGE

C149

SCONC

CAGE

C152

SCONC

CAGE

C147

SCONC

MULTI PURPOSE /

BREAK / CONF

RF-2

5.6

NBC STORAGE

C146B

SCONC

CAGE

C155B

SCONC

CAGE

C131

SCONC

OXYGEN GENERATOR

SCONC

COMMUNICATIONS

STORAGE

C146A

SCONC

NON-SENSITIVE

SECURE STORAGE

146A

SCONC

A-501 A1

24' - 8" 20' - 0" 16' - 0" 14' - 0" 19' - 4" 24' - 8" 24' - 8" 24' - 8" 24' - 8"

SL

O

PE

D

N

EXP JOINT (EJ)

CONTROL

JOINT (CJ)

SEE STRUCT

CJ

CJ

CJ

CONC INFILL PER

BLOCK MODULE

WHERE OCCUR,

TYP

33' - 6" 33' - 8" 33' - 6" 19' - 0" 35' - 10" 35' - 10"CJ CJ CJ CJ CJ CJ CJ CJ

SLOPE DN SLOPE DN

ALIGN

ALIGN

ALIGN ALIGN

9' - 0" 1' - 8"

8' - 6"

EQ EQ

EQ EQ EQ EQ

8' - 6"

5'

0"

14' - 8" 48' - 0" 23' - 4" 20' - 0" 18' - 0" 17' - 4" 14' - 8" 15' - 4" 23' - 4"

1' - 4"

ALIGN

ALIGN

2'

0"

EQ EQEQ EQ

ALIGN

ALIGN

ALIGN

3 1/2" THK

LOCKER

CONC BASE

1'

0"

3' - 4"

ALIGN

4' - 8"

5' - 4" 25' - 4" 4' - 6"4' - 0"

1' - 4"

5' - 4" 9' - 4" 5' - 4" 4' - 8" 0" 12' - 0" 17' - 4"

1' - 4"

4' - 2" 5' - 4" 16' - 0" 2' - 8" 16' - 8" 13' - 4" 9' - 4" 10' - 0" 5' - 4" 4' - 0" 4' - 8"

1'

0"

6'

8" 2'

0"

3" E

J

15' - 4" 3' - 2" 2' - 10" 4' - 0"

3' - 2"

2' - 10" 31' - 4" 7' - 4"

A-501 C1

A-501 E1

3' - 2 1/8"

A-501

C6 SIM

CONC INFILL PER

BLOCK MODULE

WHERE OCCUR,

TYP

CONTROL JOINT (CJ)

SEE STRUCT

CONTROL JOINT (CJ)

SEE STRUCT

STL BOLLARD

BOLLARD CENTER

8' - 0"

2'

9"

9' - 7" 7' - 9" 7' - 9"

6' - 5 1/2" 12' - 11 1/2"

12' - 7"12' - 4 1/2"12' - 0 1/2"

2'

0"

6'

1/

2"

2' - 0 1/2"

2' - 0 1/2"

/2

8' - 11 1/2"

/2

5' - 10" 11' - 2"

2'

0"

3'

/2

6'

0" F

O F

/8

8' - 0 1/2" 5' - 10" 11' - 2"

6' - 0"

5' - 0" 13' - 4"

1' - 0"

14' - 6" 14' - 6"

/2

9' - 4"

8' - 9" 8' - 0"

EQ EQ

3'

0"

12' - 0" 6' - 4"

14' - 8 1/2" 18' - 7 1/2" 10' - 8" 5' - 4" 9' - 4"

11' - 4"

12' - 0"

16' - 0 1/8"

6' - 0"

6' - 0" 6' - 3"

3' - 2 1/2"

3 1/2" THK

LOCKER

CONC BASE

11' - 0" 14' - 4 3/8" 24' - 1"

8'

8"

9A

7A

C

C

5A

-B

155A

C

7D

4B

W3

W2 W2 W2W2 W2 W2W3

W3

S2

EQ FOF EQ FOF5'

4"

4' - 0"

L4 L4

CONC. SIDEWALK,

SEE STRUCT

10'-1"

3'-4"

2'-10"

3'-2" 8'-9" 6'-0"

3'-10"

4'-2"1'-3"

16'-0"

14'-0"

8' - 6"

CL

CL

CL

CL

CLCL

CLCLCLCL

CL

CL

CL CL

CL

CL

CL

CL

CL

CL

CL

CLCL

CONC INFILL,

SEE STRUCT

CONC INFILL

SEE STRUCT

FIRE PROTECTION

SCONC

A-410 A1

5'

0" F

O F

120B

-3" AFF

-1" AFF

8' - 4 1/2"

CJ ON GYP BD WALL

SEE DET. F1 & F4 /

A-525 AND GENERAL

NOTE CJ

CJ

CJ

CJ

CJ

CJ CJ

CJ

CJ

CJ

CONC INFILL,

SEE STRUCT

6' -6

5'

-6

1' -5

5'-0"

14'-0"

Slab - 6"

A

CD

B E

KEY PLAN

MATERIAL COLOR/FINISH LEGEND, SEE

SHEET AF601

000 ROOM NUMBER SEE INTERIOR FINISH LEGEND ON SHEET AF601

CJ CONTROL JOINT AT CMU WALLS AS NOTED ON PLAN AND

PROVIDE CJ ON GYP BD WALL LONGER THAN 30'-0" LENGTH, SEE DET A8/A-541

CG CORNER GUARD ON ALL EXPOSED CORNER SEE DET. C4/A-425

X

DIMENSIONAL FLOOR PLAN LEGEND

US Army Corps of Engineers ®

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

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

D

AT

E M

AR

K

D

ES

C R

IP

TI

O N

FI

LE

N U

M

BE

R

FI

LE

N

AM

E:

A-110

EN

LA

R G

ED

F

LO

O

R P

LA

N

PA

R T

"A

D

IM

EN

SI

O N

AL

W H

EE

LE

R A

R M

Y

AI

R

FI

EL

D

, O

AH

U , H

AW

AI

I H

O N

O

LU

LU

D

IS

TR

IC

T

FT

. S

H

AF

TE

R

, H

AW

AI

I 9

R

EG

IO

N

AL

E

N G

IN

EE

R

IN

G C

EN

TE

R H

O N

O

LU

LU

D

IS

TR

IC

T

H O

N O

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DESIGN COMPLETE REV 12 JAN 2021

FY

M C

A

PN

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1/8" = 1'-0"B1 ENLARGED FLOOR PLAN - PART "A" - DIMENSIONAL

1. ALL DIMENSIONS ARE NOMINAL, UNLESS NOTED OTHERWISE.

2. ALL CHANGES IN FLOOR MATERIALS IN DOOR OPENINGS SHALL OCCUR AT THE CENTERLINE OF THE DOOR PANEL IN THE CLOSED POSITION UNLESS NOTED OTHERWISE.

3. ROOM FINISH SCHEDULES MAY BE FOUND ON SHEET AF601.

4. DIMENSIONS ARE TO CENTER LINE OF COLUMNS OR FACE OF METAL STUD/CMU/CONC, UNLESS NOTED OTHERWISE.

5. ROUGH OPENINGS FOR DOORS AND DOOR FRAMES SHALL BE LOCATED 4" AWAY FROM ADJACENT PERPENDICULAR WALLS UNLESS NOTED OTHERWISE.

GENERAL NOTES

04' 8' 16'2'6'8'

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

PLAN NORTH

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7 8 9 10 11 12 13

C.9

7.5 8.4 9.4 10.4 12.1

AIRLOCK 2

157F

RF-1

REPAIR SECTION

WORKROOM

SCONC

FIRE PROTECTION

SCONC MECHANICAL ROOM

SCONC

COMP…

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