Drawings-am-0003.pdf
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- Solicitation number
- W9128A21R0004
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, maintenance shops, administrative space, storage facilities, and supporting site infrastructure. The project magnitude is estimated between $50-100 million. Proposals will be evaluated based on experience, past performance, management plan, small business participation plan, and price. Award will be made to the best value proposal through a trade-off process. The performance period will be determined. Small businesses are encouraged to submit subcontracting plans.
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US Army Corps of Engineers ®
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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 1,2
G-003 SCHEDULE OF DRAWINGS - 2 1,2
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 2
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 2
S-204 HANGAR BAY - WALL ELEVATION - GRIDLINE E, ZONE D 2
S-205 HANGAR BAY - WALL ELEVATION - GRIDLINE E, ZONE E 2
S-206 HANGAR BAY - WALL ELEVATION - GRIDLINE 13 2
S-207 HANGAR BAY - WALL ELEVATION - GRIDLINE F, ZONE E 2
S-208 HANGAR BAY - WALL ELEVATION - GRIDLINE F, ZONE D 2
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 2
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 1,2
A-103 ENLARGED FLOOR PLAN - AREA "B" - ANNOTATIVE 1,2
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" 2
A-133 ENLARGED RCP - PART "B" 2
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" 2
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 2
A-205 PARTIAL SOUTH EXTERIOR ELEVATIONS
A-206 EAST EXTERIOR ELEVATION
A-207 WEST EXTERIOR ELEVATION
A-208 ENLARGED EXTERIOR ELEVATIONS - SECONDARY & MAIN ENTRANCES 2
A-209 EXTERIOR ELEVATIONS - GSE/ASIOE BUILDING
A-209A EXTERIOR ELEVATIONS - GSE/ASIOE BUILDING (OPTION) 2
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 2
A-302 LONGITUDINAL BUILDING SECTION - THRU HANGAR 2
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 2
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 2
A-402 WALL SECTIONS 2
A-403 WALL SECTIONS 2
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 2
A-421 ENLARGED PLANS AND ELEVATIONS - WOMENS RESTROOM 2
A-422 ENLARGED PLANS AND ELEVATIONS - BREAK AND MOTHER'S ROOM 2
A-423 ENLARGED PLANS, ELEVATIONS AND SECTIONS - SERVICE WINDOWS AND COUNTERS
A-424 ENLARGED PLANS AND ELEVATIONS - COUNTERS
A-425 TYPICAL EQUIPMENT MOUNTING DETAILS 2
A-501 PLAN DETAILS 2
A-502 PLAN DETAILS 2
VOLUME 1
VOLUME 2
ARCHITECTURAL
US Army Corps of Engineers ®
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TELECOMMUNICATIONS
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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
R
E V
IS
E
D I N
A C
C O
R D
A N
C E
W
IT
H A
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/1
/2
R
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A C
C O
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A N
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W
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/2
/2
ELECTRICAL
SHEET NO SHEET NAME REV STATUS
A-521 WALL TYPES
A-522 WALL TYPES
A-523 WALL TYPES 2
A-524 WALL TYPES 2
A-525 WALL HEAD DETAILS
A-526 LADDER DETAILS
A-527 LADDER DETAILS
A-531 CANOPY PLAN DETAILS 2
A-541 EXTERIOR WALL DETAILS 2
A-542 EXTERIOR WALL DETAILS 2
A-543 EXTERIOR WALL DETAILS
A-544 EXTERIOR WALL DETAILS
A-545 EXTERIOR WALL DETAILS
A-546 EXTERIOR WALL DETAILS 2
A-547 EXTERIOR WALL DETAILS
A-551 ROOF DETAILS
A-552 ROOF DETAILS 2
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 2
A-602 DOOR TYPES
A-603 WINDOW & LOUVER SCHEDULE AND TYPES 2
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 2
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 2
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" 2
AG103 ENLARGED SIGNAGE FLOOR PLAN "C" 2
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 2
AG505 SIGNAGE DETAILS 2
AG601 SIGNAGE SCHEDULE I
AG602 SIGNAGE SCHEDULE II 2
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 1,2
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
G1 G2
GA
GB
GC
GD
GE
8" THK SLAB-ON-GRADE
W/ #4 AT 12" EW
CONC FTG, TYP
A1 S-361
TB2TB2
TB1
TB1
TB1
TB2
TB
TB
TB
TB
TB
TB
TB
1'
0"
EQ EQ
EQ
EQ
EQ EQ
F5x7F5x7
F5x7 F5x7
F5x7 F5x7
F5x7 F5x7
F5x7 F5x7
RF-1
PF-2
PF-2
RF-1
RF-1
PF-2
PF-2
RF-1
RF-1
RF-1
PF-1
RF-1PF-1
RF-1
PF-1
RF-1PF-1
RF-1
1' - 5"
A5 S-361
1'
0"
1' - 5"
SLOPE
SL
O
PE
SL
O
PE
TB
SLOPESLOPE
41' - 8"
8" THK
CONCRETE
RAMP ON GRADE
W/ #4 AT 12" EW
3'
3'
2"
FFE = 0.00 ft
RIGID FRAME COLUMN,
RF-1, BY PEMB
MANUFACTURER, TYP
PORTAL FRAME
COLUMN, PF-2, BY
PEMB MANUFACTURER,
TYP
PORTAL FRAME
COLUMN, PF-1,
BY PEMB
MANUFACTURER,
TYP
G1 G2
GA
GB
GC
GD
GE
Z PURLIN BY PEMB
MANUFACTURER, TYP
PORTAL FRAME BY PEMB
MANUFACTURER, TYP
EAVE STRUT BY PEMB
MANUFACTURER, TYP
RIGID FRAME BY PEMB
MANUFACTURER, TYP
S-261 C1
S-261 A1
S-261 E1
ROD BRACING BY PEMB
MANUFACTURER, TYP
RIGID FRAME, TYP OF (5)
T.
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9.
2 9
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7.
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9.
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7.
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AM
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METAL ROOFING BY
PEMB MANUFACTURER
D1 S-361
SLOPE
HSS GIRT BY PEMB
MANUFACTURER, TYP
HSS GIRT BELOW BY PEMB
MANUFACTURER, TYP
PARAPET FRAMING BY
PEMB MANUFACTURER, TYP
D6 S-361
/D6 S-361
D8 S-361
S-261 E6
PARAPET FRAMING BY
PEMB MANUFACTURER,
SEE ,TYP
D4 S-361
FRAMING NOTES:
1. SEE S-001 TO S-002 FOR PEMB GENERAL NOTES AND DESIGN CRITERIA.
2. SEE ARCHITECTURAL DRAWINGS FOR FALL PROTECTION ANCHOR DETAILS
AND LOCATIONS.
3. SEE S-261 FOR RIGID FRAME ELEVATIONS.
4. SECONDARY STRUCTURAL MEMBERS NOT SHOWN IN THE CONTRACT
DRAWINGS FOR THE INSTALLATION OF NON-STRUCTURAL MATERIALS,
EQUIPMENT OR COMPONENTS SHALL BE SPECIFIED IN THE SHOP DRAWINGS
AND PROVIDED BY THE CONTRACTOR WITH NO ADDITIONAL COST TO THE
GOVERNMENT.
SPREAD FOOTING
TIE BEAM
SAW CUT JOINT, SEE S-503 A1
S-101
WALL ELEVATION
FXxX
TBX
MOMENT FRAME
ROD BRACING
F5x7
TB1
INDICATES FOUNDATION TYPE, SEE E1/S-601
INDICATES TIE BEAM TYPE, SEE S-641
FOUNDATION NOTES:
1. TOP OF HIGH POINT OF SLAB = 0.00' UNO.
2. TOP OF FOOTING ELEVATION = -2'-0"
3. SEE S-502 TO S-504 FOR TYPICAL FOUNDATION AND SLAB ON GRADE DETAILS.
4. SEE CIVIL/ARCH DRAWINGS FOR SLOPE.
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-601 FOUNDATION SCHEDULE
US Army Corps of Engineers ®
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2/24/2021 1:50:23 PM
S-161
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DESIGN COMPLETE REV 12 JAN 2021
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1/8" = 1'-0"B1 FOUNDATION PLAN - GSE STORAGE
1/8" = 1'-0"B6 ROOF FRAMING PLAN - GSE STORAGE
KEY PLAN
PLAN NORTH
8'0'
SCALE: 1/8" = 1'-0"
4' 16'
STRUCTURAL NOTESREFERENCE DRAWINGS LEGEND
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C O
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-0
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FINISH FLOOR
0' - 0"
HANGAR BOTTOM CHORD
35' - 6"
EFGHJK
HANGAR TOF
-2' - 6"
HANGAR DOOR GUIDE
30' - 0"
HSS14X10X1/2
HSS14X10X1/2
HSS14X10X1/2
HSS10X8X3/8
H
SS
X1
0X 3/
H
SS
X1
0X 3/
H
SS
X1
0X 3/
H
SS
X1
0X 3/
H
SS
X1
0X 3/
H
SS
X1
0X 3/
H
SS
X1
0X 3/
H
SS
X1
0X 3/
HSS14X10X1/2
HSS14X10X1/2
HSS14X10X1/2
HSS10X8X3/8
HSS14X10X1/2
HSS14X10X1/2
HSS10X8X3/8
HSS14X10X1/2
HSS14X10X1/2
HSS10X8X3/8
HSS14X10X1/2 HSS14X10X1/2
METAL SIDING,
SEE NOTE 5
CMU WALL, SEE PLANS
HSS12X8X1/2HSS12X8X1/2 HSS12X8X1/2 HSS12X8X1/2
H
SS
X8
X5 /1
H
SS
X8
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H
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X5 /1
H
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X8
X5 /1
H
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X8
X5 /1
H
SS
X8
X5 /1
T.O. HANGAR PARAPET
53' - 4"
H
SS
X4
X3 /8
H
SS
X4
X3 /8
H
SS
X4
X3 /8
H
SS
X4
X3 /8
A3 S-320
HSS10X10X3/8HSS10X10X3/8 HSS10X10X3/8 HSS10X10X3/8
HSS10X10X3/8HSS10X10X3/8 HSS10X10X3/8
2' - 11 127/128"
CMU WALL CONTROL JOINT.
SEE ARCH DWG FOR
LOCATION. C
J
C J
C J
C J
C J
H
SS
X6
X3 /8
H
SS
X6
X3 /8
FULL-HEIGHT 4" ISOLATION
JOINT, SEE NOTE 4
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
1. COORDINATE WITH ARCH FOR DOOR, WINDOW AND CONCRETE INFILL
LOCATIONS. CONTRACTOR SHALL VERIFY THE DIMENSIONS AND
LOCATIONS OF ALL WALL OPENINGS AND COORDINATE WITH
MECHANICAL, ELECTRICAL, ARCHITECTURAL, PLUMBING, FIRE
PROTECTION, AND OTHER DISCIPLINES.
2. CMU WALL CONTROL JOINT, SEE
3. TYPICAL CMU WALL DETAILS, SEE
4. PROVIDE ISOLATION JOINT BETWEEN HANGAR MAINTENANCE BAY AND
HANGAR ADMINISTRATION WING PERIMETER CMU WALL. SEE
ARCHITECTURAL DRAWINGS FOR ISOLATION JOINT DETAILS.
5. METAL SIDING SHALL BE LOCATED ON THE EXTERIOR FACE OF THE HSS
GIRTS AND EXTEND FROM TOP OF CMU WALL TO TOP OF PARAPET. SEE
SPECIFICATION 07 42 13 FOR REQUIREMENTS.
B1 S-507
A1 S-505
US Army Corps of Engineers ®
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S-203
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1/8" = 1'-0"A1 HANGAR_EXTERIOR WALL ELEVATION - GRIDLINE 1
8'0'
SCALE: 1/8" = 1'-0"
4' 16'
STRUCTURAL NOTESREFERENCE DRAWINGS
R
EV
IS
ED
IN
A C
C O
R D
AN
C
E W
IT
H
A M
-0
2/
/2
HANGAR BOTTOM CHORD
35' - 6"
1 5 6 72 3 41.9 2.9 3.9 4.4 5.6 6.6
HANGAR DOOR GUIDE
30' - 0"
0.9
A1 S-320
HSS14X10X1/2
HSS12X8X1/2
HSS10X8X3/8
HSS12X8X1/2
HSS14X10X1/2
HSS14X10X1/2
HSS14X10X1/2
H
SS
X1
0X 3/
H
SS
X1
0X 3/
H
SS
X1
0X 3/
H
SS
X1
0X 3/
H
SS
X1
0X 3/
H
SS
X1
0X 3/
H
SS
X1
0X 3/
H
SS
X1
0X 3/
H
SS
X1
0X 3/
H
SS
X1
0X 3/
H
SS
X1
0X 3/
H
SS
X1
0X 3/
HSS10X8X3/8
HSS14X10X1/2
HSS14X10X1/2
HSS14X10X1/2
HSS10X8X3/8
HSS14X10X1/2
HSS14X10X1/2
HSS14X10X1/2
HSS10X8X3/8
HSS14X10X1/2
HSS14X10X1/2
HSS14X10X1/2
HSS10X8X3/8
HSS14X10X1/2
HSS14X10X1/2
HSS14X10X1/2
HSS12X8X1/2 HSS12X8X1/2
HSS14X10X1/2
HSS14X10X1/2
METAL SIDING,
SEE NOTE 5
CMU WALL, SEE PLANS
H
SS
X8
X5 /1
H
SS
X8
X5 /1
H
SS
X8
X5 /1
H
SS
X8
X5 /1
H
SS
X8
X5 /1
H
SS
X8
X5 /1
T.O. HANGAR PARAPET
53' - 4"
HSS10X8X3/8
HSS10X10X3/8 HSS10X10X3/8 HSS10X10X3/8HSS10X10X3/8HSS10X10X3/8HSS10X10X3/8
HSS10X10X3/8
HSS10X10X3/8 HSS10X10X3/8
HSS10X10X3/8
HSS10X10X3/8
HSS10X10X3/8
HSS10X10X3/8
HSS12X8X1/2
CMU WALL CONTROL JOINT.
SEE ARCH DWG FOR
LOCATION. C
J
C J
C J
C J
C J
C J
C J
C J
C J
C J
H
SS
X6
X3 /8
H
SS
X6
X3 /8
3" CONT ISOLATION
JOINT (HORIZ), SEE
NOTE 4
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
1. COORDINATE WITH ARCH FOR DOOR, WINDOW AND CONCRETE INFILL
LOCATIONS. CONTRACTOR SHALL VERIFY THE DIMENSIONS AND
LOCATIONS OF ALL WALL OPENINGS AND COORDINATE WITH
MECHANICAL, ELECTRICAL, ARCHITECTURAL, PLUMBING, FIRE
PROTECTION, AND OTHER DISCIPLINES.
ARCHITECTURAL DRAWINGS FOR ISOLATION JOINT DETAILS.
5. METAL SIDING SHALL BE LOCATED ON THE EXTERIOR FACE OF THE HSS
GIRTS AND EXTEND FROM TOP OF CMU WALL TO TOP OF PARAPET. SEE
SPECIFICATION 07 42 13 FOR REQUIREMENTS.
B1 S-507
A1 S-505
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
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PS
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EN
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IN
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N N
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2 3 4 5 6 7 8 9 10
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File Path:
Plot Date:
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C:\Users\j3ec9jma\Documents\21wh01-WAAF_DMMS_central_j3ec9jma.rvt
2/24/2021 9:52:41 AM
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DESIGN COMPLETE REV 12 JAN 2021
W H
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R A
R M
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AI
R
FI
EL
D
, O
AH
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AW
AI
I
1/8" = 1'-0"A1 WALL ELEVATION - HANGAR - GRIDLINE E - ZONE D
8'0'
SCALE: 1/8" = 1'-0"
4' 16'
STRUCTURAL NOTESREFERENCE DRAWINGS
R
EV
IS
ED
IN
A C
C O
R D
AN
C
E W
IT
H
A M
-0
2/
/2
HANGAR BOTTOM CHORD
35' - 6"
9 137 8 10 11 127.5 8.4 9.4 10.4 12.1
HANGAR DOOR GUIDE
30' - 0"
13.1
HSS14X10X1/2
HSS14X10X1/2
HSS10X8X3/8
HSS12X8X1/2
H
SS
X1
0X 3/
H
SS
X1
0X 3/
H
SS
X1
0X 3/
H
SS
X1
0X 3/
H
SS
X1
0X 3/
H
SS
X1
0X 3/
H
SS
X1
0X 3/
H
SS
X1
0X 3/
H
SS
X1
0X 3/
H
SS
X1
0X 3/
H
SS
X1
0X 3/
H
SS
X1
0X 3/
HSS14X10X1/2
HSS14X10X1/2
HSS10X8X3/8
HSS12X8X1/2
HSS14X10X1/2
HSS14X10X1/2
HSS14X10X1/2
HSS10X8X3/8
HSS12X8X1/2
HSS14X10X1/2
HSS10X8X3/8
HSS14X10X1/2
HSS10X8X3/8
HSS12X8X1/2 HSS12X8X1/2
H
SS
X8
X5 /1
H
SS
X8
X5 /1
H
SS
X8
X5 /1
H
SS
X8
X5 /1
H
SS
X8
X5 /1
H
SS
X8
X5 /1
METAL SIDING,
SEE NOTE 5
CMU WALL,
SEE PLANS
T.O. HANGAR PARAPET
53' - 4"
HSS14X10X1/2 HSS14X10X1/2
HSS10X10X3/8 HSS10X10X3/8 HSS10X10X3/8 HSS10X10X3/8 HSS10X10X3/8 HSS10X10X3/8
HSS10X10X3/8
HSS10X10X3/8HSS10X10X3/8
HSS10X10X3/8
HSS10X10X3/8
HSS10X10X3/8
HSS10X10X3/8
HSS14X10X1/2HSS14X10X1/2HSS14X10X1/2 HSS14X10X1/2 HSS14X10X1/2HSS14X10X1/2
HSS14X10X1/2
CMU WALL CONTROL JOINT.
SEE ARCH DWG FOR
LOCATION.
C J
C J
C J
C J
C J
C J
C J
C J
C J
C J
C J
C J
H
SS
X6
X3 /8
H
SS
X6
X3 /8
3" CONT ISOLATION
NOTE 4
3" CONT ISOLATION
JOINT (HORIZ), SEE
NOTE 4
3" CONT ISOLATION JOINT
(HORIZ), SEE NOTE 4
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
1. COORDINATE WITH ARCH FOR DOOR, WINDOW AND CONCRETE INFILL
LOCATIONS. CONTRACTOR SHALL VERIFY THE DIMENSIONS AND
LOCATIONS OF ALL WALL OPENINGS AND COORDINATE WITH
MECHANICAL, ELECTRICAL, ARCHITECTURAL, PLUMBING, FIRE
PROTECTION, AND OTHER DISCIPLINES.
ARCHITECTURAL DRAWINGS FOR ISOLATION JOINT DETAILS.
5. METAL SIDING SHALL BE LOCATED ON THE EXTERIOR FACE OF THE HSS
GIRTS AND EXTEND FROM TOP OF CMU WALL TO TOP OF PARAPET. SEE
SPECIFICATION 07 42 13 FOR REQUIREMENTS.
B1 S-507
A1 S-505
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
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2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D
AT
E
File Path:
Plot Date:
M
AR
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C:\Users\j3ec9jma\Documents\21wh01-WAAF_DMMS_central_j3ec9jma.rvt
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LU
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JA R
N
KABH
J
AN
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R
ST
T
IT
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SE
C
O N
D T
IT
LE
DESIGN COMPLETE REV 12 JAN 2021
W H
EE
LE
R A
R M
Y
AI
R
FI
EL
D
, O
AH
U , H
AW
AI
I
1/8" = 1'-0"A1 WALL ELEVATION - HANGAR - GRIDLINE E - ZONE E
8'0'
SCALE: 1/8" = 1'-0"
4' 16'
STRUCTURAL NOTESREFERENCE DRAWINGS
R
EV
IS
ED
IN
A C
C O
R D
AN
C
E W
IT
H
A M
-0
2/
/2
HANGAR BOTTOM CHORD
35' - 6"
H.1E F G H J K
HANGAR DOOR GUIDE
30' - 0"
T.O. HANGAR PARAPET
53' - 4"
HSS14X10X1/2
HSS14X10X1/2
HSS10X8X3/8
HSS12X8X1/2HSS12X8X1/2
HSS14X10X1/2
HSS12X8X1/2
HSS14X10X1/2
HSS12X8X1/2
HSS14X10X1/2
HSS12X8X1/2
HSS14X10X1/2
HSS10X10X3/8
HSS10X10X3/8HSS10X10X3/8 HSS10X10X3/8
H
SS
X8
X5 /1
H
SS
X8
X5 /1
H
SS
X1
0X 3/
H
SS
X1
0X 3/
H
SS
X1
0X 3/
H
SS
X1
0X 3/
H
SS
X1
0X 3/
H
SS
X1
0X 3/
H
SS
X1
0X 3/
H
SS
X1
0X 3/
H
SS
X8
X5 /1
H
SS
X8
X5 /1
H
SS
X8
X5 /1
H
SS
X8
X5 /1
H
SS
X4
X3 /8
H
SS
X4
X3 /8
H
SS
X4
X3 /8
H
SS
X4
X3 /8
HSS14X10X1/2
HSS14X10X1/2
HSS10X8X3/8
HSS10X10X3/8
HSS14X10X1/2
HSS14X10X1/2
HSS10X8X3/8 HSS10X8X3/8
HSS10X10X3/8
HSS14X10X1/2
HSS14X10X1/2
HSS10X10X3/8 METAL SIDING,
SEE NOTE 5
CMU WALL, SEE PLANS
CMU WALL CONTROL JOINT.
SEE ARCH DWG FOR
LOCATION.
C J
C J
C J
C J
C J
C J
ROOF DECK, SEE PLANS
H
SS
X6
X3 /8
H
SS
X6
X3 /8
FULL-HEIGHT 4" ISOLATION
JOINT, SEE NOTE 4
3" CONT ISOLATION
NOTE 4
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
1. COORDINATE WITH ARCH FOR DOOR, WINDOW AND CONCRETE INFILL
LOCATIONS. CONTRACTOR SHALL VERIFY THE DIMENSIONS AND
LOCATIONS OF ALL WALL OPENINGS AND COORDINATE WITH
MECHANICAL, ELECTRICAL, ARCHITECTURAL, PLUMBING, FIRE
PROTECTION, AND OTHER DISCIPLINES.
ARCHITECTURAL DRAWINGS FOR ISOLATION JOINT DETAILS.
5. METAL SIDING SHALL BE LOCATED ON THE EXTERIOR FACE OF THE HSS
GIRTS AND EXTEND FROM TOP OF CMU WALL TO TOP OF PARAPET. SEE
SPECIFICATION 07 42 13 FOR REQUIREMENTS.
B1 S-507
A1 S-505
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
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2 3 4 5 6 7 8 9 10
F
E
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B
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File Path:
Plot Date:
M
AR
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C
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C:\Users\j3ec9jma\Documents\21wh01-WAAF_DMMS_central_j3ec9jma.rvt
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LU
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AI
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IN
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R
IN
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R H
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LU
LU
E
N G
IN
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R
IN
G D
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TR
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LU
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KABH
J
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ST
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IT
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SE
C
O N
D T
IT
LE
DESIGN COMPLETE REV 12 JAN 2021
W H
EE
LE
R A
R M
Y
AI
R
FI
EL
D
, O
AH
U , H
AW
AI
I
1/8" = 1'-0"A1 HANGAR_EXTERIOR WALL ELEVATION - GRIDLINE 13
8'0'
SCALE: 1/8" = 1'-0"
4' 16'
STRUCTURAL NOTESREFERENCE DRAWINGS
R
EV
IS
ED
IN
A C
C O
R D
AN
C
E W
IT
H
A M
-0
2/
/2
HANGAR BOTTOM CHORD
35' - 6"
913 78101112
HANGAR TOF
-2' - 6"
HANGAR DOOR GUIDE
30' - 0"
13.1
T.O. HANGAR PARAPET
53' - 4"
HSS10X8X3/8
HSS10X10X3/8
HSS10X10X3/8
HSS12X8X1/2
HSS10X8X3/8
HSS10X8X3/8
HSS10X10X3/8
HSS10X10X3/8
HSS12X8X1/2
HSS10X8X3/8
HSS10X8X3/8
HSS10X10X3/8
HSS10X10X3/8
HSS12X8X1/2
HSS10X8X3/8
HSS10X8X3/8
HSS10X10X3/8
HSS10X10X3/8
HSS12X8X1/2
HSS10X8X3/8
HSS10X8X3/8
HSS10X10X3/8
HSS10X10X3/8
HSS12X8X1/2
HSS10X8X3/8
HSS10X8X3/8
HSS14X10X1/2
HSS10X10X3/8
HSS12X8X1/2
HSS10X10X3/8
HSS14X10X1/2
H
SS
8X 6X
1/
H
SS
X1
0X 1/
6'
7" 6'
7"
FINISH FLOOR
0' - 0"
HANGAR BOTTOM CHORD
35' - 6"
JK
HANGAR DOOR GUIDE
30' - 0"
METAL SIDING,
SEE NOTE 5
CMU WALL, SEE PLANS
HSS10X10X3/8
HSS10X10X3/8
HSS10X10X3/8
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
1. COORDINATE WITH ARCH FOR DOOR, WINDOW AND CONCRETE INFILL
LOCATIONS. CONTRACTOR SHALL VERIFY THE DIMENSIONS AND
LOCATIONS OF ALL WALL OPENINGS AND COORDINATE WITH
MECHANICAL, ELECTRICAL, ARCHITECTURAL, PLUMBING, FIRE
PROTECTION, AND OTHER DISCIPLINES.
ARCHITECTURAL DRAWINGS FOR ISOLATION JOINT DETAILS.
5. METAL SIDING SHALL BE LOCATED ON THE EXTERIOR FACE OF THE HSS
GIRTS AND EXTEND FROM TOP OF CMU WALL TO TOP OF PARAPET. SEE
SPECIFICATION 07 42 13 FOR REQUIREMENTS.
B1 S-507
A1 S-505
US Army Corps of Engineers ®
SHEET ID
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DESIGN COMPLETE REV 12 JAN 2021
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1/8" = 1'-0"A1 WALL ELEVATION - HANGAR - GRIDLINE J - ZONE E
8'0'
SCALE: 1/8" = 1'-0"
4' 16'
1/8" = 1'-0"E1 HANGAR_EXTERIOR WALL ELEVATION - GRIDLINE 12.8
STRUCTURAL NOTESREFERENCE DRAWINGS
R
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IN
A C
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METAL SIDING,
SEE NOTE 5 2
HANGAR BOTTOM CHORD
35' - 6"
1567 234
HANGAR TOF
-2' - 6"
HANGAR DOOR GUIDE
30' - 0"
0.9
H
SS
8X 6X
1/
H
SS
X1
0X 1/
T.O. HANGAR PARAPET
53' - 4"
A6 S-320
A8 S-320
HSS10X8X3/8
HSS10X10X3/8
HSS10X10X3/8
HSS12X8X1/2
HSS10X8X3/8
HSS10X8X3/8
HSS10X10X3/8
HSS10X10X3/8
HSS12X8X1/2
HSS10X8X3/8
HSS10X8X3/8
HSS10X10X3/8
HSS10X10X3/8
HSS12X8X1/2
HSS10X8X3/8
HSS10X8X3/8
HSS10X10X3/8
HSS10X10X3/8
HSS12X8X1/2
HSS10X8X3/8
HSS10X8X3/8
HSS10X10X3/8
HSS10X10X3/8
HSS12X8X1/2
HSS10X8X3/8
HSS10X8X3/8
HSS10X8X3/8
HSS12X8X1/2
HSS10X10X3/8
HSS14X10X1/2
HSS10X10X3/8
HSS14X10X1/2
HSS14X10X1/2
METAL SIDING,
SEE NOTE 5
FINISH FLOOR
0' - 0"
HANGAR BOTTOM CHORD
35' - 6"
J K
HANGAR DOOR GUIDE
30' - 0"
HSS10X10X3/8
HSS10X10X3/8
METAL SIDING,
SEE NOTE 5
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
1. COORDINATE WITH ARCH FOR DOOR, WINDOW AND CONCRETE INFILL
LOCATIONS. CONTRACTOR SHALL VERIFY THE DIMENSIONS AND
LOCATIONS OF ALL WALL OPENINGS AND COORDINATE WITH
MECHANICAL, ELECTRICAL, ARCHITECTURAL, PLUMBING, FIRE
PROTECTION, AND OTHER DISCIPLINES.
ARCHITECTURAL DRAWINGS FOR ISOLATION JOINT DETAILS.
5. METAL SIDING SHALL BE LOCATED ON THE EXTERIOR FACE OF THE HSS
GIRTS AND EXTEND FROM TOP OF CMU WALL TO TOP OF PARAPET. SEE
SPECIFICATION 07 42 13 FOR REQUIREMENTS.
B1 S-507
A1 S-505
US Army Corps of Engineers ®
SHEET ID
U S
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M
Y C
O R
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IN
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DESIGN COMPLETE REV 12 JAN 2021
W H
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EL
D
, O
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1/8" = 1'-0"A1 WALL ELEVATION - HANGAR - GRIDLINE J - ZONE D
8'0'
SCALE: 1/8" = 1'-0"
4' 16'
1/8" = 1'-0"E1 HANGAR --EXTERIOR WALL ELEVATION - GRIDLINE 1.2
STRUCTURAL NOTESREFERENCE DRAWINGS
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G2
FOOTING, SEE PLAN
AND SCHEDULETIE BEAM, SEE
PLAN AND
SCHEDULE
CONCRETE
SLAB-ON-GRADE
BASE PLATE
RIGID FRAME
COLUMN BY PEMB
MANUFACTURER
HEADED ANCHOR BOLTS
BY PEMB MANUFACTURER
CONC RAMP-ON-
GRADE, SEE
A5/S-361
SLAB ISOLATION
PAD, SEE S-503
CONCRETE CURB,
SEE E8/S-5031-1/2" NON-SHRINK
LEVELING GROUT
GE
PAVEMENT,
SEE CIVIL
SLOPE
1'
6" M
IN
1' - 0"
1, TYP
TIE BEAM,
TB-2
CONC
SLAB-ON-
GRADE
CONC RAMP-ON-
GRADE
TYP
SPLICE,
1, TYP
(2) #4 CONT
#4 x AT 12", LAP SPLICE WITH
TYPICAL SLAB-ON-
GRADE REINF
ROUGHEN
SURFACE TO 1/4"
MIN AMPLITUDE
GSE - B.O._ROOF STRUCT
16' - 1"
GSE - T.O._PARAPET
22' - 0"
G2
ROOFING BY PEMB
MANUFACTURER
Z PURLIN BY PEMB
MANUFACTURER
PARAPET FRAMING BY
PEMB MANUFACTURER
RIGID FRAME BEAM
RIGID FRAME COLUMN BY
PEMB MANUFACTURER
FASCIA, SEE
ARCH DWGS
SOFFIT, SEE ARCH DWGS
EAVE STRUT BY PEMB
MANUFACTURER
PARAPET FRAMING BY
PEMB MANUFACTURER
PARAPET
FRAMING BY PEMB
MANUFACTURER
CONNECTION BY PEMB
MANUFACTURER
CAP PLATE
CONNECTION TO RIGID
FRAME COLUMN BY
PEMB MANUFACTURER
RIGID FRAME COLUMN BY
PEMB MANUFACTURER
PARAPET FRAMING BY
PEMB MANUFACTURER
RIGID FRAME BEAM BY
PEMB MANUFACTURER
CONNECTIONTO RIGID
FRAME BEAM BY PEMB
MANUFACTURER
PARAPET
FRAMING BY PEMB
MANUFACTURER
CONNECTION BY PEMB
MANUFACTURER
CAP PLATE
GSE - B.O._ROOF STRUCT
16' - 1"
GSE - T.O._PARAPET
22' - 0"
G2
ROOFING BY PEMB
MANUFACTURER
Z PURLIN BY PEMB
MANUFACTURER
SOFFIT FRAMING BY
PEMB MANUFACTURER
RIGID FRAME BEAM
RIGID FRAME COLUMN BY
PEMB MANUFACTURER
SOFFIT, SEE ARCH DWGS
EAVE STRUT BY PEMB
MANUFACTURER
CONT BENT PLATE BY
PEMB MANUFACTURER
NOTE:
FOR CONNECTION TO RIGID
FRAME COLUMN AND BEAM, SEE
D6//S-361 AND D8/S-361, SIMILAR
US Army Corps of Engineers ®
SHEET ID
U S
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S-361
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DESIGN COMPLETE REV 12 JAN 2021
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3/4" = 1'-0"A1 GSE STORAGE FOOTING DETAIL
R
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3/4" = 1'-0"A5 GSE STORAGE RAMP
3/4" = 1'-0"D1 GSE PARAPET SECTION
3/4" = 1'-0"D6 RIGID FRAME COLUMN
3/4" = 1'-0"D8 TO RIGID FRAME BEAM
2'0'
SCALE: 3/4" = 1'-0"
1' 3'
3/4" = 1'-0"D4 GSE PARAPET SECTION (OPTION 8)
CONNECTION TO
GSE PARAPET FRAMING -
CONNECTION TO
GSE PARAPET FRAMING -
2 2
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 A
T C
H L
IN
E
B
CORRIDOR 2
157B
1.9 2.9 3.9 4.4 6.6
MOTHER'S ROOM
A
B
B
B
157B-A
A
151B
A
C146B
C A C
B
-B
E
-A
B
A
B
136 1
C131
B
131C
E
-B
A
A
A
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 (TOTAL HEIGHT ± 90")
ON CONC. CURB
S.S. UTILITY SINK
FD
REF
REF
MATCHLINE "A"
B
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
A
-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
A
A
L1
L1
L1L1
L1
C
MULTI PURPOSE /
BREAK / CONF
C5A
C5A
5.6
OXYGEN GENERATOR
120B
D
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) SINGLE TIER
MOUNTED ON CONC CURB
TB-1
CG
CG
US Army Corps of Engineers ®
SHEET ID
U S
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DESIGN COMPLETE REV 12 JAN 2021
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M A
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T
E N
A N
C E
H A
N G
A R
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.
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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…
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