Drawings-am-0007.pdf
PDF 4 MB Posted
- Solicitation number
- W9128A21R0004
About this file
This is a solicitation notice for a construction contract to build an aircraft maintenance hangar at Wheeler Army Airfield in Oahu, Hawaii. The project includes constructing a modified standard design rotary wing aircraft maintenance hangar with associated maintenance shops, administrative space, parts and tool storage, hazardous materials storage, petroleum storage, ground support equipment storage, covered storage, hangar access apron, aircraft washing apron, fire pump building, foundations, cybersecurity measures, building information systems, fire protection and alarm systems, intrusion detection system installation, and utility monitoring control systems connection. Supporting facilities include site development, utilities, fire suppression systems, lighting, paving, parking, walks, landscaping, and signage. Air conditioning will be provided by self-contained systems. The project magnitude is $50-100 million. The solicitation will follow a best value tradeoff evaluation of experience, past performance, organization and management plan, small business participation plan, and price.
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US Army Corps of Engineers ®
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DESIGN COMPLETE REV 12 JAN 2021
FY
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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 1,2,3,4,5
G-003 SCHEDULE OF DRAWINGS - 2 1,2,3,4,5
G-004 OPTIONS - SITE PLAN
SHEET NO SHEET NAME REV STATUS
S-001 STRUCTURAL GENERAL NOTES 5
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 5
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 5
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, 5
S-371 FIRE PUMP ROOM SECTIONS 5
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 3
S-501 TYPICAL REINFORCING DETAILS
S-502 TYPICAL FOUNDATION DETAILS
S-503 TYPICAL SLAB ON GRADE DETAILS
S-504 TYPICAL SLAB ON GRADE DETAILS 5
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 3
CS506 SITE DETAILS - 6 4
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 3
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" 3
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 3
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 3,5
A-425 TYPICAL EQUIPMENT MOUNTING DETAILS 2
A-501 PLAN DETAILS 2
A-502 PLAN DETAILS 2
VOLUME 1
VOLUME 2
ARCHITECTURAL
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US Army Corps of Engineers ®
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DESIGN COMPLETE REV 12 JAN 2021
FY
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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
R
EV
IS
ED
IN
A C
C O
R D
AN
C
E W
IT
H
A M
-0
2/
/2
R
EV
IS
ED
IN
A C
C O
R D
AN
C
E W
IT
H
A M
-0
2/
/2
R
EV
IS
ED
IN
A C
C O
R D
AN
C
E W
IT
H
A M
-0
3/
4/ 2 0
R
EV
IS
ED
IN
A
C C
O R
D
AN
C E
W
IT
H A
M -0
3/
/2
R
EV
IS
ED
IN
A
C C
O R
D
AN
C E
W
IT
H A
M -0
3/
/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 3
A-603 WINDOW & LOUVER SCHEDULE AND TYPES 2,3,5
A-701 DOOR DETAILS
A-702 DOOR DETAILS
A-703 GATE DOOR DETAILS
A-711 HANGAR DOOR PLANS
A-712 HANGAR DOOR DETAILS 3
A-713 HANGAR DOOR RCP 2
A-714 HANGAR DOOR ELEVATIONS 3
A-721 WINDOW DETAILS
A-725 LOUVER DETAILS
A-726 LOUVER DETAILS
A-731 MISC. DETAILS
A-732 MISC. DETAILS
A-733 MISC. DETAILS 2,3
A-741 FIRE EXTINGUISHER CABINETS 3
A-751 CABINET DETAILS
A-752 CABINET DETAILS
AB101 AIR BARRIER - FLOOR PLAN 5
AB301 TRANSVERSE BUILDING SECTIONS - AIR BARRIER
AB501 STANDARD MOISTURE BARRIER DETAILS @ WINDOW OPENINGS
AF601 INTERIOR FINISH SCHEDULE 3
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 5
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
1,4
3,4,5
4,5
3,5
1,5
3,5
G-1 METHODS, PROCEDURES AND SEQUENCES OF CONSTRUCTION ARE THE RESPONSIBILITY OF THE
CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING AND IMPLEMENTING THE
NECESSARY PRECAUTIONS TO MAINTAIN AND ENSURE THE INTEGRITY OF THE STRUCTURE AT ALL
STAGES OF CONSTRUCTION.
GENERAL NOTES
G-2 TEMPORARY BRACING, SHEETING, SHORING, ETC, REQUIRED TO ENSURE THE STRUCTURAL
INTEGRITY/STABILITY OF THE EXISTING BUILDINGS, SIDEWALKS, UTILITIES, ETC, DURING
CONSTRUCTION IS THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE DESIGNED BY A
REGISTERED PROFESSIONAL ENGINEER EMPLOYED BY THE CONTRACTOR.
G-3 IMPLEMENTATION OF JOB SITE SAFETY IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR.
G-4 SLEEVES OR BLOCK-OUTS REQUIRED FOR PASSAGE OF DUCTWORK, PIPING, DRAINS, CONDUIT, ETC, IN ADDITION TO ANCHORS AND HANGERS REQUIRED FOR EQUIPMENT AND PIPING AND
UNDER-SLAB UTILITIES ARE NOT SPECIFICALLY, NOR GENERALLY, INDICATED ON THE STRUCTURAL
DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING SUCH REQUIREMENTS PRIOR
TO FABRICATION OR ERECTION OF THE STRUCTURE. PENETRATIONS ARE SUBJECT TO APPROVAL
BY THE COR. CUTTING OR CORING THROUGH STRUCTURAL MEMBERS, INCLUDING CONCRETE
SLAB-ON-GRADE, ARE SUBJECT TO APPROVAL BY THE COR.
G-5 DIMENSIONS AND INSTALLATION DETAILS OF EQUIPMENT MUST BE VERIFIED AND COORDINATED WITH THE SUPPORTING STRUCTURE. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING SUCH
REQUIREMENTS FROM SUBCONTRACTORS AND EQUIPMENT SUPPLIERS ALONG WITH
COORDINATING THE LOCATIONS AND DETAILS FOR THESE ITEMS PRIOR TO FABRICATION OR
ERECTION OF THE SUPPORTING STRUCTURE. ANY CONFLICTS BETWEEN THESE ITEMS AND THE
BUILDING STRUCTURE IS TO BE BROUGHT TO THE ATTENTION OF THE COR FOR RESOLUTION.
G-6 THE STRUCTURAL DRAWINGS GOVERN THE WORK FOR STRUCTURAL FEATURES, UNLESS
OTHERWISE NOTED. DIMENSIONS SHOWN ON PLANS AND DETAILS ARE TO GOVERN THE
STRUCTURAL WORK.
G-7 IN CASE OF CONFLICT BETWEEN THE GENERAL NOTES, SPECIFICATIONS, AND DRAWINGS, NOTIFY
THE COR. THE MOST STRINGENT REQUIREMENTS SHALL GOVERN UNLESS OTHERWISE DIRECTED
BY THE COR.
DC-1 THE STRUCTURAL DESIGN AND CONSTRUCTION SHALL COMPLY WITH THE FOLLOWING
STANDARDS:
UFC 1-200-01 GENERAL BUILDING REQUIREMENTS
UFC 3-301-01 STRUCTURAL ENGINEERING
UFC 4-010-01 DOD MINIMUM ANTITERRORISM STANDARDS FOR BUILDINGS
DEPARTMENT OF THE ARMY FACILITIES STANDARDIZATION PROGRAM, ATTACK/ASSAULT
BATTALION (AAB) AIRCRAFT MAINTENANCE HANGAR STANDARD DESIGN, DATED AUGUST 2019, WITH THE EXCEPTION OF SITE SPECIFIC AND USER REQUESTED ITEMS AND RETENTION OF SOME ITEMS
FROM THE 1 DECEMBER 2018 STANDARD DESIGN
INTERNATIONAL BUILDING CODE 2015
DESIGN CRITERIA, CONT
DC-2
25 PSF
10 PSF
20 PSF
50 PSF
75 PSF
100 PSF
125 PSF
15 PSF
32 KIP
DC-4
GRAVITY LOADS
A. DEAD LOADS
1. ROOF
a. MINIMUM FOR UPLIFT
B. LIVE LOADS
1. ROOF
2. OFFICES
3. RESTROOMS
4. CONFERENCE AND BREAK ROOM
5. MECHANICAL ROOM AND LIGHT STORAGE
6. PARTITIONS
C. CONSTRUCTION LOADS
1. NOT TO EXCEED THE DESIGN LIVE LOADS.
D. AXLE LOADS FOR GSE STORAGE BUILDING
1. MAXIMUM AXLE LOAD FOR SLAB ON GRADE
LATERAL LOAD DESIGN CRITERIA
A. WIND DESIGN CRITERIA, ENTIRE CAMPUS
1. WIND EXPOSURE CATEGORY
2. COMPONENTS AND CLADDING DESIGN WIND PRESSURES PER ASCE 7
B. SEISMIC DESIGN CRITERIA, ENTIRE CAMPUS
1. SHORT PERIOD SPECTRAL ACCELERATION, Ss
2. ONE SECOND SPECTRAL ACCELERATION, S1
3. SITE CLASS
4. SHORT PERIOD DESIGN SPECT RESP COEFF, Sds
5. ONE SECOND DESIGN SPECTRAL RESP COEFF, Sd1
C. HANGAR ADMINISTRATION/SHOP WINGS
1. WIND DESIGN CRITERIA
a. RISK CATEGORY
b. ULTIMATE WIND SPEED, Vult (3 SECOND GUST)
NOMINAL DESIGN WIND SPEED, Vasd
c. INTERNAL PRESSURE COEFFICIENT
2. SEISMIC DESIGN CRITERIA
a. RISK CATEGORY
b. SEISMIC IMPORTANCE FACTOR (Ie)
1. LATERAL FORCE RESISTING SYSTEM: ORDINARY REINFORCED
CMU SHEAR WALLS
2. R
3. Ω0
4. Cd
5. Cs
6. DESIGN BASE SHEAR
7. SEISMIC DESIGN CATEGORY
c. ANALYSIS PROCEDURE: MODAL RESPONSE SPECTRUM ANALYSIS
D. HANGAR MAINTENANCE BAY
1. WIND DESIGN CRITERIA
a. RISK CATEGORY
b. ULTIMATE WIND SPEED, Vult (3 SECOND GUST)
NOMINAL DESIGN WIND SPEED, Vasd
c. INTERNAL PRESSURE COEFFICIENT
2. SEISMIC DESIGN CRITERIA
a. RISK CATEGORY
b. SEISMIC IMPORTANCE FACTOR (Ie)
c. LATERAL FORCE RESISTING SYSTEM: STEEL ORDINARY
CONCENTRICALLY BRACED FRAME (OCBF)
1. R
2. Ω0
3. Cd
4. Cs
5. DESIGN BASE SHEAR
6. SEISMIC DESIGN CATEGORY
d. ANALYSIS PROCEDURE: MODAL RESPONSE SPECTRUM ANALYSIS
DC-5 FOUNDATION DESIGN CRITERIA
A. NET ALLOWABLE SOIL BEARING CAPACITY
B. LATERAL:
1. SOIL MOIST UNIT WEIGHT
2. ACTIVE PRESSURE (HORIZONTAL)
3. AT-REST PRESSURE (HORIZONTAL)
4. PASSIVE EARTH PRESSURE (STATIC)
5. COEFFICIENT OF FRICTION (STATIC)
6. PASSIVE EARTH PRESSURE (SEISMIC)
7. COEFFICIENT OF FRICTION (SEISMIC)
8. MODULUS OF SUB-GRADE REACTION (Ks)
3000 PSF
100 PCF
40 PCF
60 PCF
180 PCF
0.31
275 PCF
0.48
70 PCI
C
0.56 0.16 C 0.44 0.18
III
145 MPH
112 MPH
+/- 0.18
III
1.0
2.5 1.75 0.27
1350 KIPS
C
III
145 MPH
112 MPH
+/- 0.55
III
1.25
3.25 3.25 0.17
680 KIPS
C
DESIGN CRITERIA
DC-3 LATERAL LOAD DESIGN CRITERIA, CONT
E. GSE STORAGE BUILDING
1. WIND DESIGN CRITERIA
a. RISK CATEGORY
b. ULTIMATE WIND SPEED, Vult (3 SECOND GUST)
NOMINAL DESIGN WIND SPEED, Vasd
c. INTERNAL PRESSURE COEFFICIENT
2. SEISMIC DESIGN CRITERIA
a. RISK CATEGORY
b. SEISMIC IMPORTANCE FACTOR (Ie)
c. LATERAL FORCE RESISTING SYSTEM: ORDINARY STEEL MOMENT
FRAME
1. R
2. Ω0
3. Cd
4. Cs
5. DESIGN BASE SHEAR
6. SEICMIC DESIGN CATEGORY
d. ANALYSIS PROCEDURE: MODAL RESPONSE SPECTRUM ANALYSIS
F. FIRE PUMP BUILDING
1. WIND DESIGN CRITERIA
a. RISK CATEGORY
b. ULTIMATE WIND SPEED, Vult (3 SECOND GUST)
NOMINAL DESIGN WIND SPEED, Vasd
c. INTERNAL PRESSURE COEFFICIENT
2. SEISMIC DESIGN CRITERIA
a. RISK CATEGORY
b. SEISMIC IMPORTANCE FACTOR (Ie)
c. LATERAL FORCE RESISTING SYSTEM: SPECIAL REINFORCED CMU
SHEAR WALLS
1. R
2. Ω0
3. Cd
4. Cs
5. DESIGN BASE SHEAR
6. SEICMIC DESIGN CATEGORY
d. ANALYSIS PROCEDURE: MODAL RESPONSE SPECTRUM ANALYSIS
G. WATER STORAGE TANK
1. WIND DESIGN CRITERIA
a. RISK CATEGORY
b. ULTIMATE WIND SPEED, Vult (3 SECOND GUST)
NOMINAL DESIGN WIND SPEED, Vasd
c. INTERNAL PRESSURE COEFFICIENT
2. SEISMIC DESIGN CRITERIA
a. RISK CATEGORY
b. SEISMIC IMPORTANCE FACTOR (Ie)
c. LATERAL FORCE RESISTING SYSTEM: SPECIAL REINFORCED
CONCRETE SHEAR WALLS
1. R
2. Ω0
3. Cd
4. Ci
5. Ct
6. DESIGN BASE SHEAR
7. SEISMIC DESIGN CATEGORY
d. ANALYSIS PROCEDURE: MODAL RESPONSE SPECTRUM ANALYSIS
H. TRASH ENCLOSURE / RECYCLING
1. WIND DESIGN CRITERIA
a. RISK CATEGORY
b. ULTIMATE WIND SPEED, Vult (3 SECOND GUST)
NOMINAL DESIGN WIND SPEED, Vasd
c. INTERNAL PRESSURE COEFFICIENT
2. SEISMIC DESIGN CRITERIA
a. RISK CATEGORY
b. SEISMIC IMPORTANCE FACTOR (Ie)
c. LATERAL FORCE RESISTING SYSTEM: ORDINARY REINFORCED CMU
SHEAR WALLS
1. R
2. Ω0
3. Cd
4. Cs
5. DESIGN BASE SHEAR
6. SEICMIC DESIGN CATEGORY
d. ANALYSIS PROCEDURE: MODAL RESPONSE SPECTRUM ANALYSIS
I. COVERED BICYCLE RACK
1. WIND DESIGN CRITERIA
a. RISK CATEGORY
b. ULTIMATE WIND SPEED, Vult (3 SECOND GUST)
NOMINAL DESIGN WIND SPEED, Vasd
c. INTERNAL PRESSURE COEFFICIENT
2. SEISMIC DESIGN CRITERIA
a. RISK CATEGORY
b. SEISMIC IMPORTANCE FACTOR (Ie)
c. LATERAL FORCE RESISTING SYSTEM: ORDINARY STEEL MOMENT
FRAME
1. R
2. Ω0
3. Cd
4. Cs
5. DESIGN BASE SHEAR
6. SEICMIC DESIGN CATEGORY
d. ANALYSIS PROCEDURE: MODAL RESPONSE SPECTRUM ANALYSIS
J. POL / HAZARDOUS MATERIAL STORAGE
1. WIND DESIGN CRITERIA
a. RISK CATEGORY
b. ULTIMATE WIND SPEED, Vult (3 SECOND GUST)
NOMINAL DESIGN WIND SPEED, Vasd
c. INTERNAL PRESSURE COEFFICIENT
2. SEISMIC DESIGN CRITERIA
a. RISK CATEGORY
b. SEISMIC IMPORTANCE FACTOR (Ie)
II
130 MPH
101 MPH
II
1.0
3 1/2 0.125
15 KIPS
C
IV
145 MPH
112 MPH
+/- 0.18
IV
1.5
2 1/2 3 1/2 0.121
45 KIPS
D
IV
145 MPH
112 MPH
+/- 0.18
IV
1.5
0.505 0.101
640 KIPS
D
I
115 MPH
89 MPH
+/- 0.18
I 1.0
2 1/2 1 3/4 0.22
6 KIPS
C
I
115 MPH
89 MPH
I 1.0
3 1/2 0.13
3 KIPS
C
III
145 MPH
112 MPH
+/- 0.18
III
1.25
DC-6 CLASS III AIRFIELD, TYPE A RUNWAL, TYPE C TRAFFIC AREA
MAINTENANCE HANGAR BAY, HANGAR ACCESS APRON & WASH RACK
CASE VEHICLE
CH-47
ATLAS FORKLIFT
P-15 CRASH/FIRE TRUCK
TRANSPORT TRUCK M1088 AND M871A3 TRAILER
OPERATIONAL
WEIGHT (LB)
37,500 10,000 130,860 80,800
PASSES
40,000 10,000 1,200 1,000
MINIMUM
SECTION PER
UFC 4-211-01
(MAINTENANCE
HANGAR BAY)
UH-60M
CMP 60 FORKLIFT
M978 HEMTT 10-TON FUEL
12,225 24,787 44,250
87,600 87,600 4,160
MAINTENANCE
HANGAR BAY &
HANGAR
ACCESS APRON
DC-3 ANTI-TERRORISM (AT):
A. MINIMUM STANDOFF TO INSTALLATION PERIMETER = 20 FEET
B. MINIMUM CLEAR ZONE INSIDE AND OUTSIDE OF INSALLATION PERIMETER = 50 FEET
C. MINIMUM UNOBSTRUCTED SPACE = 33 FEET
D. GLAZING: GLAZING IN EXTERIOR BUILDING ELEMENTS SHALL BE NO LESS THAN 1/4 INCH
NOMINAL POLYCARBONATE OR LAMINATED GLASS. THE 1/4 INCH LAMINATED GLASS CONSIST
OF NO LESS THAN TWO NOMINAL 1/8 INCH GLASS PANES BONDED TOGETHER WITH A
MINIMUM OF A 0.030 INCH INTERLAYER OF A MATERIAL DESIGNED FOR BLAST RESISTANCE.
FOR INSULATED GLASS UNITS (IGU), USE THE POLYCARBONATE OR LAMINATED GLASS FOR
THE INNERMOST PANE AS A MINIMUM. FOR LAMINATED GLASS, GLAZING FRAME BITE SHALL
BE IN ACCORDANCE WITH ASTM F 2248. FOR POLYCARBONATE, GLAZING FRAME BITE SHALL
BE NO LESS THAN 1.5 TIMES THE POLYCARBONATE THICKNESS.
G-8 DIMENSIONS SHALL NOT BE SCALED FROM THE PLANS, SECTIONS AND/OR DETAILS OF THE
STRUCTURAL DRAWINGS.
SYMBOLS
A1 S-101
A1 S-101
WALL/GIRT ELEVATION
FRAME/TRUSS ELEVATION
ACP
APA
ARCH
AT/FP
ATT
BB
BC
BF
BLDG
BLKG
BOT
BRG
BS
BT
C
CL
CF
CFS
CJ
CLR
CSJ
CMU
COE
COL
CONC
CONN
CONT
CONT PL
COR
CRS
DBA
DCW
DET
DF/L
Φ, DIA
DO
DS
DWLS
DWG
EA
EBF
EF
EJ
ELEC
E/O
EL, ELEV
EQ
E.S.
EW
EXP
EXT
FD
FF
FIN
FOUND
FS
FTG
GA
GL
GT
HDR
HOR(IZ)
HSA
HSB
HSS
IJ
INFO
INT
JBE
JST
JT
L
LB
LLH
LLV
LONGIT
LSL
LVL
MAS
MAX
MB
MFGR
MC
MIN
MPW
NDS
NLB
NO
NS
NTS
OC
OH
OPP
OSB
PA
PCC
PCF
PEMB
PL
PSL
RE
REF
REINF
REQ'D
ASPHALT CONCRETE PAVEMENT
AMERICAN PLYWOOD ASSOCIATION
ARCHITECTURAL
ANTITERRORISM FORCE PROTECTION
ATTACHED
AT
BOND BEAM
BOTTOM CHORD
BRACED FRAME
BUILDING
BLOCKING
BOTTOM
BEARING
BEAM SPLICE
BENT
CHANNEL
CENTERLINE
COLUMN FOOTING TYPE
COLD FORMED STEEL
CONTROL JOINT
CLEAR
CONSTRUCTION JOINT
CONCRETE MASONRY UNIT
CORPS OF ENGINEERS
COLUMN
CONCRETE
CONNECTION
CONTINUOUS
CONTINUOUS PLATE, CONTINUITY PLATE
CONTRACT OFFICER'S REPRESENTATIVE
COLD ROLLED STEEL
DEFORMED BAR ANCHOR
DEMAND CRITICAL WELD
DETAIL
DOUGLAS FIR/LARCH
DIAMETER
DITTO
DRAG STRUT
DOWELS
DRAWING
EACH
ECCENTRICALLY BRACED FRAME
EACH FACE
EXPANSION JOINT
ELECTRICAL
EDGE OF
ELEVATION
EQUAL
EACH SIDE
EACH WAY
EXPANSION
EXTERIOR
FLOOR DRAIN
FINISHED FLOOR
FINISH
FOUNDATION
FAR SIDE
FOOTING
GAUGE
GLU-LAM
GIRDER TRUSS
HEADER
HORIZONTAL
HEADED STUD ANCHOR
HIGH STRENGTH BOLT
HOLLOW STRUCTURAL SECTION
ISOLATION JOINT
INFORMATION
INTERIOR
JOIST BEARING ELEVATION
JOIST
JOINT
LENGTH
LOAD BEARING
LONG LEG HORIZONTAL
LONG LEG VERTICAL
LONGITUDINAL
LAMINATED STRAND LUMBER
LAMINATED VENEER LUMBER
MASONRY
MAXIMUM
MACHINE BOLT
MANUFACTURER
MOMENT CONNECTION
MINIMUM
MASONRY PARTITION WALL
NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION
NON LOAD BEARING
NUMBER
NEAR SIDE
NOT TO SCALE
ON CENTER
OPPOSITE HAND
OPPOSITE
ORIENTED STRAND BOARD
PASCAL
PORTLAND CEMENT CONCRETE
POUNDS PER CUBIC FOOT
PRE-ENGINEERED METAL BUILDING
PLATE
PARALLEL STRAND LUMBER
REGARDING
REFERENCE
REINFORCING
REQUIRED
ABBREVIATIONS AND ACRONYMS
SC
SCBF
SCHED
SCJ
SIM
SMF
SPECS
SQ
SSMA
STD
STIFF
STL
SP
SW
SYS
TBE
TC
TFE
THK
T.O.
TOCE
TOSE
TOSH
TRANSV
TSE
TYP
T&B
UNO
UON
VERT
W/
WF
WLD
WP
WS
SLIP CRITICAL
SPECIAL CONCENTRICALLY BRACED FRAME
SCHEDULE
SAWED CONTRACTION JOINT SEC
SIMILAR
SPECIAL MOMENT FRAME SMS
SPECIFICATIONS
SQUARE
STEEL STUD MANUFACTURERS ASSOCIATION
STANDARD
STIFFENER
STEEL
SLOPED
SHEARWALL
SYSTEM
TOP OF BEAM ELEVATION
TOP CHORD
TOP OF FOOTING ELEVATION
THICKNESS
TOP OF
TOP OF CONCRETE ELEVATION
TOP OF STEEL ELEVATION
TOP OF SHEATHING
TRANSVERSE
TOP OF SLAB ELEVATION
TYPICAL
TOP AND BOTTOM
UNLESS NOTED OTHERWISE
UNLESS OTHERWISE NOTED
VERTICAL
WITH
WALL FOOTING TYPE
WELDING OR WELDABLE
WORK POINT
WEB STIFFENER
ABBREVIATIONS AND ACRONYMS, CONTINUED
HANGAR
MAINTENANCE BAY
HANGAR ADMINISTRATION WINGS
WATER STORAGE TANK
FIRE PUMP
BUILDING
FOAM RETENTION TANK
GSE STORAGE BLDG
POL STORAGE/HAZARD MATERIAL STORAGE
COVERED BICYCLE
RACK TRASH ENCLOSURE
CHILLER
ENCLOSURE
RECYCLING ENCLOSURE
US Army Corps of Engineers ®
SHEET ID
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S-001
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3/
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F1 F2
FA
FB
E6 S-171
48' - 8"
8" CMU WALL
WF3.5
6" THK SLAB-ON-GRADE
W/ #4 @ 16" EW
8" (NOM) CONC STEM
WALL BELOW
6" THK CONC SLAB-ON-
GRADE W/ #4 @ 16" OC EW
A1 S-371
CONC MECHANICAL
EQUIPMENT PAD,
SEE F7/S-191, SIM
OPTION 8:
BUILDING
PILASTERS
12' - 2" 12' - 2"
CMU WALL CONTROL
JOINT, SEE B1/S-507
CONC HOUSEKEEPING
PAD, SEE D3/S-503
1"
FFE = 0.00 ft
FFE = 0.00 ft
FFE = 0.00 ft
FFE = 0.00 ft
FFE = 0.00 ft
CONC CURB, SEE
E8/S-503
CONC HOUSEKEEPING
PAD, SEE D3/S-503
A5 S-371
6" THK SLAB-ON-GRADE
W/ #4 @ 16" EW
SLOPE
SLOPE
SL
O
PE
SLOPESLOPE
SL
O
PE
TY
P
TY
P
TYPTYP
E1 S-171
F1 F2
FA
FB
E6 S-171
EQ EQ EQ EQ EQ EQ
METAL DECK
D1 S-371
SLOPE
8" CMU WALL
BLOCKING FOR MECH
EQUIP AND FIRE PIPE
SUPPORT SEE
FRAMING NOTES, TYP
W
X4
48' - 8"
CONT, 1/4" THK
BENT PL, 4"X3"
LLV, SEE
E1/S-508 (SIM)
1/4" THK BENT
PL, 4"X3" LLV,
SEE A1/S-508
(SIM), TYP
STEEL BEAM BLKG,
SEE A1/S-513 (SIM)
W
X4
W
X4
W
X4
W
X4
BLKG BLKGBLKGBLKG BLKG
BLOCKING FOR MECH
EQUIP AND FIRE PIPE
SUPPORT SEE
FRAMING NOTES, TYP
E4 S-371
E1 S-171
FOUNDATION NOTES:
1. REFERENCED FINISH FLOOR ELEVATION IS AT 0'-0" UNLESS NOTED
OTHERWISE. SEE CIVIL DRAWINGS.
2. TOP OF FOOTING ELEVATION = -1' - 6" UNO
3. SEE S-502 TO S-504 FOR TYPICAL FOUNDATION AND SLAB ON GRADE DETAILS.
4. SEE CIVIL/ARCH DRAWINGS FOR SLOPE.
5. SJ DENOTES SAWCUT JOINT. SEE S-503 FOR DETAILS.
6. SEE ARCHITECTURAL DRAWING FOR INTERIOR SLAB ON GRADE SLOPES. SEE
CIVIL DRAWINGS FOR EXTERIOR PAD SLOPES.
7. CONTRACTOR SHALL VERIFY THE DIMENSIONS, LOCATIONS, AND DEPTH OF
ALL SLAB DEPRESSIONS BASED ON ACTUAL FLOORING INSTALLED AND SHALL
COORDINATE WITH ARCHITECTURE SHEETS.
8. SEE C3/S-502 FOR CONCRETE PIPE JACKET EMBEDMENT REQUIREMENTS.
WALL FOOTING
THICKENED EDGE FOOTING
SAW CUT JOINT, SEE S-503
CMU WALL
STEEL BEAM
FRAMING NOTES:
1. SEE S-001 TO S-002 FOR GENERAL NOTES AND DESIGN CRITERIA.
2. TOP OF STEEL ELEVATIONS SHALL BE AS NOTED TO CREATE SLOPED
STRUCTURE.
3. 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.
4. BLOCKING FOR MECHANICAL EQUIPMENT AND FIRE PIPE SUPPORT SHALL BE
W8X10. CONTRACTOR TO VERIFY LOCATION OF BLOCKING.
5. SEE S-605 FOR ROOF DECK SCHEDULE.
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-601 FOUNDATION SCHEDULE
F1 F2
FBP - FINISH FLOOR
0' - 0"
FPB - B.O. ROOF STRUCT
14' - 4"
FPB - T.O. ROOF PARAPET
19' - 4"
CMU WALL, TYP
CONC STEM
WALL, TYP
CONC SLAB-
ON-GRADE
METAL DECK
STEEL BEAM, TYP
CONT BOND BEAM AT
ROOF LEVEL
ELEV = 16.00 ft
ELEV = 18.00 ft
NOTE:
1. TYPICAL BOND BEAMS
NOT SHOWN FOR
CLARITY.
/2
8"TOS WP EL = 17' - 1 1/2"
SLOPE
CONT BOND BEAM AT
ROOF LEVEL
ROOF PARAPET
ROOF PARAPET
F1 F2
FBP - FINISH FLOOR
0' - 0"
FPB - B.O. ROOF STRUCT
14' - 4"
FPB - T.O. ROOF PARAPET
19' - 4"
CMU WALL, TYP
CONC STEM
WALL, TYP
CONC SLAB-
ON-GRADE
METAL DECK
STEEL BEAM, TYP
CONT BOND BEAM AT
ROOF LEVEL
NOTE:
1. TYPICAL BOND BEAMS
NOT SHOWN FOR
CLARITY.
/2
TOS WP EL = 17' - 1 1/2"
SLOPE
CONC BOND BEAM, TYP
ELEV = 14.00 ft
US Army Corps of Engineers ®
SHEET ID
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S-171
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PU
M P
BU
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FR
AM
IN
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1/8" = 1'-0"B1
FIRE PUMP BUILDING - FOUNDATION AND FIRST FLOOR
PLAN
1/8" = 1'-0"B6 FIRE PUMP BUILDING - ROOF FRAMING PLAN
KEY PLAN
PLAN NORTH
8'0'
SCALE: 1/8" = 1'-0"
4' 16'
STRUCTURAL NOTESREFERENCE DRAWINGS LEGEND
R
EV
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IN
A C
C O
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C
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IT
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-0
3/
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1/8" = 1'-0"E6 FIRE PUMP ROOM - BUILDING SECTION (OPTION 8)
1/8" = 1'-0"E1 FIRE PUMP ROOM - BUILDING SECTION
5 5
FINISH FLOOR
0' - 0"
A
CMU WALL, SEE PLAN
CONCRETE STEM WALL,
SEE
WALL FOOTING, SEE PLAN
AND SCHEDULE
CONCRETE VAULT SLAB
ON GRADE, SEE PLAN
CONCRETE VAULT WALL,
SEE PLAN
2"
FOAM FORM (MAY BE
LEFT IN PLACE)
#4 @ 9" EF, EW,
STAGGERED
#4 @ 9" EF, EW,
STAGGERED
SPLICE
4 1/2" MAX OPENING, EW
DOWEL TO MATCH SIZE
AND SPACING OF SLAB
ON GRADE REINF
DOWEL TO MATCH SIZE
AND SPACING OF VERT
WALL REINF
A1 S-311
ARCH FINISH, SEE ARCH DWG
ISOLATION JOINT
ADMIN - TOF
-1' - 6"
FINISH FLOOR
0' - 0"
A
CMU WALL, SEE PLAN
CONCRETE STEM WALL
WALL FOOTING, SEE PLAN
AND SCHEDULE
CONCRETE SLAB ON
GRADE, SEE PLAN
ISOLATION JOINT
ARCH FINISH, SEE ARCH
DWG
3" C
LR
, T
YP
SP
LI
C
E
(2) #4 CONT T&B
#4 CONT @ 12"
ARCH FINISH, SEE ARCH DWG
ADMIN - TOF
-1' - 6"
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
US Army Corps of Engineers ®
SHEET ID
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1" = 1'-0"A4 ADMIN - SECTION AT VAULT
1" = 1'-0"A1 TYPICAL EXTERIOR WALL SECTION
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3/
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1'0'
SCALE: 1" = 1'-0"
6" 2'
5 5
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
AR
M
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O R
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D R
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B Y:
D
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B
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SU
BM
IT
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D B
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SI
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C H
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D B
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AN
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C O
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C:\Users\j3ec9jma\Documents\21wh01-WAAF_DMMS_Support-structures_j3ec9jma.rvt
3/18/2021 7:33:20 AM
S-361
G
SE
S
EC
TI
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FY
M C
A
PN
AI
R C
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AF
T M
AI
N
TE
N
AN
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AR
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O N
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LU
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IS
TR
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FT
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N
AL
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N G
IN
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IN
G C
EN
TE
R H
O N
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LU
LU
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N G
IN
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G D
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TR
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T
H O
N O
LU
LU
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SS SS KABH
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AN
FI
R
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IT
LE
SE
C
O N
D T
IT
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DESIGN COMPLETE REV 12 JAN 2021
W H
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R A
R M
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3/4" = 1'-0"A1 GSE STORAGE FOOTING DETAIL
R
EV
IS
ED
IN
A C
C O
R D
AN
C
E W
IT
H
A M
-0
2/
/2
R
EV
IS
ED
IN
A
C C
O R
D
AN
C E
W
IT
H A
M -0
3/
/2
3/4" = 1'-0"A5 GSE STORAGE RAMP
3/4" = 1'-0"D1 GSE PARAPET SECTION (OPTION 8)
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
CONNECTION TO
GSE PARAPET FRAMING -
CONNECTION TO
GSE PARAPET FRAMING -
2 2
FB
FPB - B.O. ROOF STRUCT
14' - 4"
METAL DECKING
Wx BEAM
SHEAR TAB
CONNECTION, SEE
A1/S-603
E6 S-371
STEEL PLATE
ASSEMBLY, SEE
E8/S-371
1"
(2) #4 CONT AT 12",
BEND AS REQ'D AND
PROVIDE LAP SPLICE
ELEV = 14.00 ft
VA
R
IE
S
CONC BOND
BEAM, TYP
(2) #4 CONT
SEE ARCH DWGS
(2) #4 CONT
(2) #4 CONT IN
BOND BEAM
CMU WALL
Wx BEAM
METAL DECK
2" 8" 2"
2" 8"
8" 2"
CENTERLINE OF Wx
BEAM AND STEEL
PLATE ASSEMBLY
5/16" THK
STEEL PLATE
SHEAR TAB
CONNECTIONS,
SEEA1/S-603
5/8" DIA
ANCHOR BOLT,
TYP
W18X, SEE ROOF
FRAMING PLAN
SUPPORT
FOR MECH
EQUIPMENT
1/4" THK STEEL PL
Wx BLKG
3"
1-1/2", TYP
1-1/2", TYP
(2) 5/8" Ø A325
BOLTS
3/16
TYP
F1
FBP - FINISH FLOOR
0' - 0"
CMU WALL BEYOND,
SEE PLANS
CONCRETE SLAB ON
GRADE, SEE PLANCONCRETE SLAB ON
GRADE, SEE PLAN
FINISH GRADE, SEE
CIVIL DWGS
SLOPE
ISOLATION JOINT,
SEE C6/S-503, TYP
CONC STEM WALL
WALL FOOTING, SEE
PLAN AND SCHEDULE
REINF TO MATCH SIZE
AND SPACING OF VERT
CMU WALL REINF,
ALTERNATE
(2) #4 CONT T & B
STANDARD HOOK
EA END, SKEW AS
REQ'D
1-1/2" CONT KEY, TYP
#4 CONT AT MID-HEIGHT
FB
FBP - FINISH FLOOR
0' - 0"
1' -6
" M
IN
FINISH GRADE
CONC STEM WALL,
SEE A1/S-371
WALL FOOTING, SEE
PLAN AND SCHEDULE
CMU WALL, SEE
PLAN
EQUIPMENT, SEE
MECH AND FIRE
PROTECTION DWGS
CONC
HOUSEKEEPING PAD,
SEE D3/S-503
CONC CURB, SEE
E8/S-503 (MONOLITHIC
WITH SLAB)
CONCRETE SLAB ON
GRADE, SEE PLAN
SPLICE
1-1/2" CONT KEY
SPLICE
FB
E6 S-371
METAL DECKING
Wx BEAM
SHEAR TAB
CONNECTION, SEE
A1/S-603
5"
STEEL PLATE
ASSEMBLY, SEE
E8/S-371
(2) #4 IN CONT BOND
BEAM AT ROOF LEVEL
ADDED (2) #4, EXTEND
2'-0" MIN BEYOND
ANCHOR BOLTS
1"
(2) #4 IN CONT BOND
BEAM AT ROOF LEVEL
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
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B
Y:
SU
BM
IT
TE
D B
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SI
ZE
C H
EC
KE
D B
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AN
SI
D
IS
SU
E D
AT
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C O
N
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N O
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AT
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N N
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2 3 4 5 6 7 8 9 10
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Plot Date:
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C:\Users\j3ec9jma\Documents\21wh01-WAAF_DMMS_Support-structures_j3ec9jma.rvt
3/18/2021 7:50:07 AM
S-371
FI
R
E
PU
M P
R O
O M
S
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FY
M C
A
PN
AI
R C
R
AF
T M
AI
N
TE
N
AN
C
E H
AN
G
AR
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O N
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LU
D
IS
TR
IC
T
FT
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H
AF
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R
, H
AW
AI
I 9
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N
AL
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N G
IN
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LU
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N G
IN
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R
IN
G D
IS
TR
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T
H O
N O
LU
LU
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SS SS KABH
J
AN
FI
R
ST
T
IT
LE
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
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R
EV
IS
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IN
A C
C O
R D
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IT
H
A M
-0
3/
/2
1 1/2" = 1'-0"D1 SECTION
1 1/2" = 1'-0"E6 SECTION
1 1/2" = 1'-0"E8 SECTION
3/4" = 1'-0"A1 SECTION
3/4" = 1'-0"A5 SECTION 2'0'
SCALE: 3/4" = 1'-0"
1' 3'
1'0'
SCALE: 1-1/2" = 1'-0"
6" 2'
1 1/2" = 1'-0"E4 SECTION (OPTION 8)
SLAB ON GRADE AND REINF,
SEE PLAN. DO NOT EXTEND
REINF THROUGH JOINT
S-504 C1
SL
AB
T H
IC
K N
ES
S
T T/
1'
0"
SLOPE 1:10
EXPANSION JOINT
3"
SLAB ON GRADE AND REINF,
SEE PLAN. DO NOT EXTEND
REINF THROUGH JOINTS-504
C1
SL
AB
T H
IC
K N
ES
S
T
3" 3"
T/
T/
1" DIA x 16" LONG SMOOTH
DOWEL @ 12".
OIL ONE END
SLAB ON GRADE AND REINF,
SEE PLAN. DO NOT EXTEND
REINF THROUGH JOINTS-504
C1
SL
AB
T H
IC
K N
ES
S
T
3" 3"
T/
JOINT SEALANT
NOTES:
1. THE DEPTH OF WEAKENED PLANE GROOVE
'D1' IS EQUALTO 1/4 THE SLAB THICKNESS 'T',
AND NOT LESS THAN 1".
2. TOP OF SEALANT TO BE 1/4" TO 1/16" BELOW
TOP OF SLAB.
3. DIAMETER OF BACKER MATERIAL = JOINT
WIDTH + 1/8"
W1 = SAWCUT WIDTH = 1/8" TO 3/16"
D1= DEPTH OF SAWCUT - SEE NOTE 2
D = DEPTH OF SEALANT AS REQUIRED BY SEALANT
MANUFACTURER
BACKER MATERIAL
JOINT FILLER
D
JOINT SEALANT
BACKER MATERIAL
BUTTED JOINT
D
3/8" 1/2"
JOINT SEALANT
BACKER MATERIAL
SAW CUT
D
3/8"
W1
D
CRACK
8" PCC SEE PLAN
8" 4"
6"
15 MILS THK
VAPOR BARRIER
CAPILLARY WATER
BARRIER
[SPECIFICATION 31 00 00]
BASE COURSE
[SPECIFICATION 32 11 23]
COMPACTED SUBGRADE
[SPECIFICATION 31 00 00]
NOTE:
1. PROVIDE CHEMICAL TREATMENT IN ACCORDINACE WITH SPECIFICATION SECTION 31 31 16.13
2. PROVIDE PHYSICAL TERMITE BARRIER IN ACCORDANCE WITH SPECIFICATION SECTION 31 31 16.19
SLAB-ON-GRADE, SEE PLAN
T 4"
6"
15 MILS THK
VAPOR BARRIER
CAPILLARY WATER
BARRIER
[SPECIFICATION 31 00 00]
BASE COURSE
[SPECIFICATION 32 11 23]
COMPACTED SUBGRADE
[SPECIFICATION 31 00 00]
NOTE:
1. PROVIDE CHEMICAL TREATMENT IN ACCORDINACE WITH SPECIFICATION SECTION 31 31 16.13
2. PROVIDE PHYSICAL TERMITE BARRIER IN ACCORDANCE WITH SPECIFICATION SECTION 31 31 16.19
SLAB-ON-GRADE, SEE PLAN
T 1'
0"
BASE COURSE
[SPECIFICATION 32 11 23]
COMPACTED SUBGRADE
[SPECIFICATION 31 00 00]
NOTE:
1. PROVIDE CHEMICAL TREATMENT IN ACCORDINACE WITH SPECIFICATION SECTION 31 31 16.13
2. PROVIDE PHYSICAL TERMITE BARRIER IN ACCORDANCE WITH SPECIFICATION SECTION 31 31 16.19
BUILDING SUBGRADE TYPE
SUBGRADE SCHEDULE
HANGAR ADMINISTRATION WINGS
GSE STORAGE BUILDING
TRASH ENCLOSURE / RECYCLING SB-3
SB-2
SB-3
POL & HAZARDOUS WASTE STORAGE
CHILLER PAD
HANGAR MAINTENANCE BAY SB-1
FIRE PUMP BUILDING SB-2
SB-3
SB-3
COVERED BICYCLE RACK
SB-3
CL
CL
WF COL SEE PLAN
BASE PLATE PER
SCHEDULE
ISOLATION JOINT,
SEE
CONCRETE HAND
TROWELED AFTER
SLAB IS POURED.
#4 @ 12" E.W. 3"
BELOW SURFACE.
CONCRETE SOG
FACE OF
CONCRETE WALL
4" MIN
/C6 S-503
RE-ENTRANT
CORNER ADDED
BARS, SEE /C8 S-503
CONCRETE FILL
NOTE: AT HANGAR BAY:
SLOPE CONCRETE FILL TO
DRAIN WATER AWAY
FROM WALL, COLUMN
AND GUSSET PLATE
TOWARD HANGAR DOOR.
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
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B
Y:
SU
BM
IT
TE
D B
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SI
ZE
C H
EC
KE
D B
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AN
SI
D
IS
SU
E D
AT
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C O
N
TR
AC
T
N O
SO
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C
IT
AT
IO
N N
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2 3 4 5 6 7 8 9 10
F
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B
A
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File Path:
Plot Date:
M
AR
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C:\Users\j3ec9jma\Documents\21wh01-WAAF_DMMS_central_j3ec9jma.rvt
3/19/2021 10:39:09 AM
S-504
TY
PI
C
AL
S
LA
B O
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R
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AI
LS
FY
M C
A
PN
AI
R C
R
AF
T M
AI
N
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N
AN
C
E H
AN
G
AR
H
O N
O
LU
LU
D
IS
TR
IC
T
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. S
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AF
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R
, H
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AI
I 9
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N G
IN
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R
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G C
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R H
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LU
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N G
IN
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R
IN
G D
IS
TR
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T
H O
N O
LU
LU
, H I
JA R
N
KABH
J
AN
FI
R
ST
T
IT
LE
SE
C
O N
D T
IT
LE
DESIGN COMPLETE REV 12 JAN 2021
W H
EE
LE
R A
R M
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AI
R
FI
EL
D
, O
AH
U , H
AW
AI
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3/4" = 1'-0"A1 TYPICAL HANGAR BAY AT WALL
3/4" = 1'-0"A4 TYPICAL HANGAR BAY CONSTRUCTION JOINT
3/4" = 1'-0"A7 TYPICAL HANGAR BAY CONTRACTION JOINT
6" = 1'-0"C1 TYPICAL HANGAR BAY JOINT SEALANT
R
EV
IS
ED
IN
A C
C O
R D
AN
C
E W
IT
H
A M
-0
3/
/2
1" = 1'-0"F1 SB-1
1" = 1'-0"F4 SB-2
1" = 1'-0"F7 SB-3
1" = 1'-0"E1 TYPICAL SLAB-ON-GRADE SUBGRADE SCHEDULE
3/4" = 1'-0"C7 TYPICAL BRACE FRAME COLUMN ISOLATION JOINT
A S
A-424
F4
F7
REPAIR SECTION
WORKROOM
14' - 6"
8'-0"
B
A5
C1
A2
A5
8 6
TYP.
TYP.
TYP.
A-424
AI…
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