W9128A-19-B-0001_Am-0003_-_Drawings.pdf
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Amendment 0003 - Drawings
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US Army Corps
U .S
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GI001
IN
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INDEX TO DRAWINGS
SHEET
NO.
DRAWING
NO.
DESCRIPTION REVISION
STATUS
GENERAL
1 TITLE SHEET: ISLAND MAP, LOCATION MAP
2 GI001 INDEX TO DRAWINGS
3 GI002 OVERALL SITE PLAN
4 GI003 ENLARGED SITE PLAN
5 GI004 HAZARDOUS MATERIAL SUMMARY
CIVIL
NOTES, ABBREVIATIONS, AND LEGEND
EROSION CONTROL PLAN, NOTES, AND DETAILS8
CD101 EXISTING CONDITIONS AND DEMOLITION PLAN 1
CD102 EXISTING CONDITIONS AND DEMOLITION PLAN 2
CS101 OVERALL SITE PLAN
SITE PLAN 1
CS102
SITE PLAN 2
CS103
SITE PLAN 3
CS104
SITE PLAN 4
CS105
SITE PLAN 5
DETAILS
ARCHITECTURAL
GENERAL INFO & DETAILS, ARCHITECTURAL ABBREVIATIONS, LEGEND AND GENERAL NOTES
GENERAL NOTES, FINISHES AND BID OPTIONS
AD101 BUILDING 131/131A, 142/142A - DEMOLITION PLAN , GENERAL NOTES & SHEET KEYNOTE
AD102
AD103
AD104
AD105
A-101 BUILDING 131/131A, 142/142A -SHOWER/LATRINE DUPLEX - FLOOR PLAN
A-102 BUILDING 131/131A, 142/142A - SHOWER/LATRINE DUPLEX - REFELCECTED CEILING PLAN"
BUILDING DETAILS
BUILDING DETAILS
BUILDING DETAILS
TYPICAL MOUNTING HEIGHT, FINISH SCHEDULE & LEGEND
BUILDING DETAILS
BUILDING DETAILS
DOOR, WINDOW AND SIGNAGE DETAILS
STRUCTURAL
S-001 STRUCTURAL GENERAL NOTES
S-002 STRUCTURAL GENERAL NOTES
S-003 STRUCTURAL GENERAL NOTES
S-101
S-102
S-103
S-104 BUILDING 140, 149 GP ADMIN (SMALL) - FOUNDATION AND ROOF FRAMING PLANS
S-301
S-105 BUILDING 121 - LAUNDRY - FOUNDATION AND ROOF FRAMING PLANS
S-302 BUILDING 135, 136, 137, 138, 139, 144, 145, 146, 147, 148 - BARRACKS (LARGE) SECTIONS
S-501
S-106 BUILDING 133 - LATRINE - FOUNDATION AND ROOF FRAMING PLANS
S-303
68 S-502
69 S-503
70 S-504 TYPICAL DETAILS
S-506 TYPICAL DETAILS72
S-507 TYPICAL DETAILS73
S-50874
S-50975
S-51076
S-511 BUILDING 133 - LATRINE DETAILS
MECHANICAL
M-001 MECHANICAL GENERAL NOTES AND LEGEND
MS101 MECHANICAL SITE PLAN80
M-101 BUILDING 131/131A, 142/142A - SHOWER LATRINE DUPLEX - MECHANICAL FLOOR PLAN81
M-102 BUILDING 135, 136, 137, 138, 139, 146, 147, 148 - BARRACKS LARGE - MECHANICAL FLOOR PLAN
M-602 BARRACKS LARGE - MECHANICAL SCHEMATIC DIAGRAMS AND EQUIPMENT SCHEDULES
M-103 BUILDING 140, 149 - GP ADMIN SMALL - MECHANICAL FLOOR PLAN
M-104 BUILDING 121 - LAUNDRY MECHANICAL FLOOR PLAN
PLUMBING
P-001 GENERAL INFO AND DETAILS, PLUMBING GENERAL NOTES AND LEGENDS
P-501 PLUMBING DETAILS
P-601 PLUMBING FIXTURE SCHEDULE
PS101 PLUMBING SITE PLAN
P-101 BUILDING 131/131A, 142/142A - SHOWER/LATRINE DUPLEX - PLUMBING FLOOR PLAN
P-602 SHOWER/LATRINE DUPLEX - PLUMBING EQUIPMENT SCHEDULES
P-901 LAUNDRY- SANITARY, WATER, AND GAS PIPING ISOMETRICS
P-102 BUILDING 121 - LAUNDRY PLUMBING FLOOR PLAN
P-603 LAUNDRY - PLUMBING EQUIPMENT SCHEDULE
P-902
96 P-103 BUILDING 133 - LATRINE ONLY - PLUMBING FLOOR PLAN
P-903 SHOWER LATRINE DUPLEX - PLUMBING WATER AND GAS PIPING ISOMETRICS
FIRE PROTECTION
F-001
F-101
F-102
F-103
F-104
F-105
F-601
F-106
F-107
F-108
F-602
F-109
F-110
F-603
F-111
ED102
ED103 BUILDING 140, 149 - GP ADMIN SMALL - SITE ELECTRICAL PLAN - DEMOLITION
ED104 BUILDING 121 - LAUNDRY - SITE ELECTRICAL PLAN - DEMOLITION
ED105 BUILDING 133 - LATRINE ONLY - SITE ELECTRICAL PLAN - DEMOLITION
E-101 BUILDING 142/142A - SHOWER/LATRINE DUPLEX - LIGHTING & ELECTRICAL PLANS CONFIGURATION "A"
E-102 BUILDING 131/131A - SHOWER/LATRINE DUPLEX - LIGHTING & ELECTRICAL PLANS CONFIGURATION "B"
E-201 BUILDING 131/131A, 142/142A - SHOWER/LATRINE DUPLEX - SERVICE EQUIPMENT ELEVATION
E-601
E-103 BUILDING 144, 146, 148 - BARRACKS LARGE - LIGHTING AND ELECTRICAL PLANS CONFIGURATION "A"
E-104 BUILDING 145, 147 - BARRACKS LARGE - LIGHTING AND ELECTRICAL PLANS CONFIGURATION "B"
E-105
E-106 BUILDING 136 - BARRACKS LARGE - LIGHTING AND ELECTRICAL PLANS CONFIGURATION "D"
E-602
E-107 BUILDING 149 - GP ADMIN SMALL - ELECTRICAL AND LIGHTING PLANS CONFIGURATION "A"
E-108 BUILDING 140 - GP ADMIN SMALL - ELECTRICAL AND LIGHTING PLANS CONFIGURATION "B"
E-202
E-603
E-109 BUILDING 121 - LAUNDRY - ELECTRICAL AND LIGHTING PLANS
E-110
E-203 BUILDING 140, 149 - GP ADMIN SMALL - TELECOM SERVICE ENTRANCE ELEVATION AND SERVICE
E-604
BUILDING 133 - LATRINE ONLY - ELECTRICAL AND LIGHTING PLANS
E-204 BUILDING 121 - LAUNDRY - SERVICE EQUIPMENT ELEVATION
E-605
LIGHT FIXTURE AND MISCELLANEOUS DETAILS
LIGHT FIXTURE DETAIL
DUCT SECTION & TRENCH RESTORATION DETAILS AND NOTES
MISCELLANEOUS DETAILS
OCCUPANCY SENSOR DETAILS
OCCUPANCY SENSOR DETAILS
E-606
E-607
E-802
INDEX TO DRAWINGS
SHEET
NO.
DRAWING
NO.
DESCRIPTION REVISION
STATUS
INDEX TO DRAWINGS
SHEET
NO.
DRAWING
NO.
DESCRIPTION REVISION
STATUS
CONFIGURATION "C"
BUILDING 135, 137, 138, 139 - BARRACKS LARGE - LIGHTING AND ELECTRICAL PLANS
S-304 BUILDING 121 - LAUNDRY - SECTIONS
S-305 BUILDING 133 - LATRINE - SECTIONS
TYPICAL DETAILS
TYPICAL DETAILS
TYPICAL DETAILS
E-801 TELECOM WALL MOUNTED CABINET DETAIL AND ELEVATION
WALL OCCUPANCY SENSOR SCHEMATIC DIAGRAMS
TYPICAL STANDARD TELEPHONE (VOICE)/DATA OUTLET DIAGRAM
BUILDING 131/131A, 142/142A - SHOWER/LATRINE DUPLEX - DIAGRAMS AND PANEL SCHEDULE "S"
ED601
ED602
ED603
ED604
ED605
ED606
ED607 BUILDING 121 - LAUNDRY - SECONDARY DISTRIBUTION SYSTEM, ONE-LINE DIAGRAM - EXISTING
BUILDING 133 - LATRINE ONLY - SECONDARY DISTRIBUTION SYSTEM, ONE-LINE DIAGRAM - EXISTINGED608
E-608
E-609 BUILDING 140, 149 - GP ADMIN SMALL - ONE-LINE DIAGRAMS AND PANEL SCHEDULE "A"
SWITCHBOARD "SB2" - EXISTING
BUILDING 140, 149 - GP ADMIN SMALL - SECONDARY DISTRIBUTION SYSTEM , ONE-LINE DIAGRAM -
ONE-LINE DIAGRAM - SWITCHBOARD "SB2" - EXISTING
BUILDING 135, 136, 137, 138, 139, 144, 145, 146, 147, 148 - BARRACKS LARGE - DISTRIBUTION SYSTEM, DEMOLITION
BUILDING 135, 136, 137, 138, 139, 144, 145, 146, 147, 148 - BARRACKS LARGE - SITE ELECTRICAL PLAN -
PATCH PANEL AND TELECOM DETAILS
PANEL SCHEDULE "B"
BUILDING 135, 136, 137, 138, 139, 144, 145, 146, 147, 148 - BARRACKS LARGE - ONE-LINE DIAGRAMS AND
SWITCHBOARD "SB3" - EXISTING
BUILDING 140, 149 - GP ADMIN SMALL - SECONDARY DISTRIBUTION SYSTEM , ONE-LINE DIAGRAM -
BUILDING 140, 149 - GP ADMIN SMALL - CONDUIT STUB OUT DETAIL
E-610
E-611
E-612 BUILDING 121 - LAUNDRY - ONE-LINE DIAGRAMS AND PANEL SCHEDULE "LA"
E-613 BUILDING 121 - LAUNDRY - SECONDARY DISTRIBUTION SYSTEM, ONE-LINE DIAGRAM - NEW
E-614 BUILDING 133 - LATRINE ONLY - ONE-LINE DIAGRAMS AND PANEL SCHEDULE "L"
E-615 BUILDING 133 - LATRINE ONLY - SECONDARY DISTIBUTION SYSTEM, ONE-LINE DIAGRAM - NEW
ELECTRICAL
ELECTRICAL SYMBOLS, DUCT DESIGNATIONS AND HANDHOLE SCHEDULE
ELECTRICAL NOTES AND ABBREVIATIONS
TELECOM CABLING GUIDE
ED101
BUILDING 131/131A, 142/142A - SHOWER/LATRINE DUPLEX - SITE ELECTRICAL PLAN - DEMOLITION
E-803
E-804
GROUND BAR DETAILS AND NOTES
BUILDING 140, 149 - GP ADMIN SMALL - TELECOM SCHEMATIC DIAGRAMS
F-501
F-502 FIRE SPRINKLER DETAILS
BLDG 131/131A, 142/142A - SHOWER/LATRINE DUPLEX LIFE SAFETY FLOOR PLAN
BLDG 135, 136, 137, 138, 139 - BARRACKS LARGE - FIRE SPRINKLER FLOOR PLAN - CONFIGURATION "C"
BLDG 135, 136, 137, 138, 139, 144, 145, 146, 147, 148 - BARRACKS LARGE - FIRE ALARM FLOOR PLAN
BLDG 135, 136, 137, 138 139, 144, 145, 146, 147, 148 - BARRACKS LARGE - LIFE SAFETY FLOOR PLAN
BLDG 140, 149 - GP ADMIN SMALL - FIRE ALARM FLOOR PLAN
BLDG 140, 149 - GP ADMIN SMALL - LIFE SAFETY FLOOR PLAN
BLDG 121 - LAUNDRY - FIRE ALARM FLOOR PLAN
BLDG 121 - LAUNDRY - LIFE SAFETY FLOOR PLAN
BLDG 133 - LATRINE ONLY - LIFE SAFETY FLOOR PLAN
FIRE ALARM DETAILS
M-604 LAUNDRY - MECHANICAL SCHEMATIC DIAGRAMS AND EQUIPMENT SCHEDULES
M-603 GP ADMIN SMALL - MECHANICAL SCHEMATIC DIAGRAMS AND EQUIPMENT SCHEDULES
M-605 LATRINE ONLY - MECHANICAL SCHEMATIC DIAGRAMS AND EQUIPMENT SCHEDULES
DIAGRAM - SWITCHBOARD "SB2" - EXISTING
BUILDING 131/131A, 142/142A - SHOWER/LATRINE DUPLEX - SECONDARY DISTRIBUTION SYSTEM, ONE-LINE
DIAGRAM - SWITCHBOARD "SB3" - EXISTING
BUILDING 131/131A, 142/142A - SHOWER/LATRINE DUPLEX - SECONDARY DISTRIBUTION SYSTEM, ONE-LINE
ONE-LINE DIAGRAM - SWITCHBOARD "SB3" - EXISTING
BUILDING 135, 136, 137, 138, 139, 144, 145, 146, 147, 148 - BARRACKS LARGE - DISTRIBUTION SYSTEM, ONE-LINE DIAGRAM - SWITCHBOARD "SB2" - NEW
BUILDING 131/131A, 142/142A - SHOWER/LATRINE DUPLEX - SECONDARY DISTRIBUTION SYSTEM, ONE-LINE DIAGRAM - SWITCHBOARD "SB3" - NEW
BUILDING 131/131A, 142/142A - SHOWER/LATRINE DUPLEX - SECONDARY DISTRIBUTION SYSTEM, SWITCHBOARD "SB2" - NEW
BUILDING 140, 149 - GP ADMIN SMALL - SECONDARY DISTRIBUTION SYSTEM, ONE-LINE DIAGRAM -
SWITCHBOARD "SB3" - NEW
BUILDING 140, 149 - GP ADMIN SMALL - SECONDARY DISTRIBUTION SYSTEM, ONE-LINE DIAGRAM -
A-501
A-502
A-503
A-504
A-505
A-510
A-506
E-507
E-506
E-505
E-504
E-503
E-502
E-501
E-001
E-002
E-003
EQUIPMENT ELEVATION
E-205 BUILDING 133 - LATRINE ONLY - SERVICE EQUIPMENT ELEVATION
FS101 FIRE PROTECTION SITE PLAN
A-001
A-002
GI005 HAUL ROUTE, COSA, AND DISPOSAL SITE
G-001
M-105 BUILDING 133 - LATRINE ONLY - MECHANICAL FLOOR PLAN
M-601
M-501 MECHANICAL DETAILS
P-904 LATRINE ONLY - PLUMBING SANITARY AND WATER PIPING ISOMETRICS
F-002
S-512 BUILDING 133 - LATRINE DETAILS
BUILDING 131A/131, 142A/142 SHOWER/LATRINE DUPLEX DETAILS
BUILDING 121 - LAUNDRY - DETAILS
NOTES
S-505 TYPICAL DETAILS
BUILDING 135, 136, 137, 138, 139, 144, 145, 146, 147, 148 - BARRACKS LARGE - DEMOLITION FLOOR PLAN
BUILDING 140,149 - GP ADMIN SMALL - DEMOLITION FLOOR PLAN
BUILDING 121 - LAUNDRY - DEMOLITION FLOOR PLAN
BUILDING 133 LATRINE ONLY - DEMOLITION FLOOR PLAN
A-103 BUILDING 135, 136, 137, 138, 139, 144, 145, 146, 147, 148 - BARRACKS LARGE FLOOR PLAN, A-104 BUILDING 135, 136, 137, 138, 139, 144, 145, 146, 147, 148 - BARRACKS LARGE REFLECTED CEILING PLAN, ROOF PLAN
A-105 BUILDING 140, 149 - GP ADMIN SMALL - FLOOR PLAN/REFLECTED/CEILING PLAN
A-106 BUILDING 121 - LAUNDRY - FLOOR PLAN
A-107 BUILDING 121 - LAUNDRY REFLECTED CEILING PLAN, ROOF PLAN
A-108 "BLDG 133 - LATRINE ONLY - FLOOR PLAN, REFLECTED CEILING PLAN"
A-201 BUILDING 131/131A, 142/142A - SHOWER/LATRINE DUPLEX - EXTERIOR ELEVATIONS
A-202 BUILDING 131/131A, 142/142A -SHOWER/LATRINE DUPLEX - INTERIOR ELEVATIONS
TOILET FIXTURES & ACCESSORY LEGEND"
A-203 BUILDING 135, 136, 137, 138, 139, 144, 145, 146, 147, 148 - BARRACKS LARGE EXTERIOR ELEVATIONS
BUILDING 121 - LAUNDRY - EXTERIOR ELEVATIONSA-205
A-206 BUILDING 133 - LATRINE ONLY - EXTERIOR ELEVATIONS
A-204 BUILDING 140, 149 - GP ADMIN SMALL - EXTERIOR ELEVATIONS
A-207 BUILDING 133 - LATRINE ONLY - INTERIOR ELEVATIONS
A-301 BUILDING 131/131A, 142/142A -SHOWER/LATRINE DUPLEX - BUILDING SECTIONS
A-302 BUILDING 135, 136, 137, 138, 139, 144, 145, 146, 147, 148 - BARRACKS BUILDING SECTIONS
A-303 BUILDING 140, 149 - GP ADMIN - SMALL BUILDING SECTIONS
A-304 BUILDING 121 - LAUNDRY - BUILDING SECTIONS
A-305 BUILDING 133 - LATRINE ONLY - BUILDING SECTIONS
BUILDING 135, 136, 137, 138, 139, 144, 145, 146, 147, 148 - BARRACKS LARGE -
SERVICE EQUIPMENT ELEVATION
ONE-LINE DIAGRAM - SWITCHBOARD "SB2" - NEW
BUILDING 135, 136, 137, 138, 139, 144, 145, 146, 147, 148 - BARRACKS LARGE - DISTRIBUTION SYSTEM, ONE-LINE DIAGRAM - SWITCHBOARD "SB3" - NEW
BUILDING 135, 136, 137, 138, 139, 144, 145, 146, 147, 148 - BARRACKS LARGE - DISTRIBUTION SYSTEM, BLDG 144, 145, 146, 147, 148 - BARRACKS LARGE - FIRE SPRINKLER FLOOR PLAN - CONFIGURATION "A" & "B"
BUILDING 121 - LAUNDRY FIRE ALARM ONE LINE DIAGRAM
BUILDING 131A/131, 142A/142 SHOWER/ LATRINE DUPLEX - FOUNDATION PLAN
BUILDING 131A/131, 142A/142 SHOWER/ LATRINE DUPLEX - ROOF FRAMING PLAN
BUILDING 135, 136, 137, 138, 139, 144, 145, 146, 147, 148 - BARRACKS (LARGE) - FOUNDATION
AND ROOF FRAMING PLANS
BUILDING 131A/131, 142A/142 SHOWER/ LATRINE DUPLEX SECTIONS
BUILDING 140, 149 GP ADMIN (SMALL) - SECTIONS
BUILDING 131A/131 & 142A/142 SHOWER/LATRINE DUPLEX DETAILS
C-001
C-002
C-003
C-501
SHOWER/LATRINE DUPLEX - MECHANICAL SCHEMATIC DIAGRAMS AND EQUIPMENT SCHEDULE.
SHOWER/LATRINE DUPLEX - PLUMBING SANITARY PIPING ISOMETRIC
GENERAL INFO AND DETAILS FIRE ALARM GENERAL NOTES AND LEGEND
GENERAL INFO AND DETAILS FIRE SPRINKLER GENERAL NOTES AND LEGEND
BLDG 140, 149- GP ADMIN SMALL - FIRE SPRINKLER FLOOR PLAN - CONFIGURATION "A & B"
BARRACKS LARGE - FIRE ALARM ONE LINE DIAGRAM
GP ADMIN SMALL - FIRE ALARM ONE LINE DIAGRAM
CS106
IN
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CS101
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1" = 20' A1
OVERALL SITE PLAN
SEE SITE PLAN 1 (SHEET CS102) SEE SITE PLAN 2 (SHEET CS103)
SEE SITE PLAN 3 (SHEET CS104)
SEE SITE PLAN 4 (SHEET CS105) SEE SITE PLAN 5 (SHEET CS106)
PROJECT LIMITS/
LIMITS OF GRADING
PROJECT LIMITS/
LIMITS OF GRADING,
TYP.
PROJECT LIMITS/
LIMITS OF GRADING,
TYP.
FIRE LANE, MSE WALL,
AND STAIRS (BY OTHERS)
FIRE LANE, MSE WALL,
AND STAIRS (BY OTHERS)
TEMPORARY
BENCHMARK
COMM-4A
PK (MAG) NAIL
336,061.47 N 1,628,757.01 E
ELEV=6387.12
TEMPORARY
BENCHMARK
PMB-A
PK (MAG) NAIL
335,817.56 N 1,629,050.86 E
ELEV=6396.20
TEMPORARY
BENCHMARK
PMB-3D
PK (MAG) NAIL
335,669.37 N 1,628,904.30 E
ELEV=6389.09
LEGEND
GRAVEL
SWALE
(BY OTHERS)
SWALE
(BY OTHERS)
SWALE
(BY OTHERS)
SWALE
(BY OTHERS)
SWALE
(BY OTHERS)
SWALE
(BY OTHERS)
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CONCRETE PAVEMENT
PROJECT LIMITS/
LIMITS OF GRADING
SEWER SYSTEM
(BY OTHERS)
SEWER SYSTEM
(BY OTHERS)
POTABLE WATER SYSTEM
(BY OTHERS)
POTABLE WATER SYSTEM
(BY OTHERS)
NON-POTABLE WATER
SYSTEM (BY OTHERS)
LPG TANK
PROVIDED BY
HAWAII GAS
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AutoCAD SHX Text
SHR-1
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
SP-1
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
SHR-2
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
PMB-2A
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
ROW OF BLDRS
AutoCAD SHX Text
BOLLARDS
AutoCAD SHX Text
BLDR
AutoCAD SHX Text
BLDR
AutoCAD SHX Text
SIGN "YIELD"
AutoCAD SHX Text
METAL COVER
AutoCAD SHX Text
EP
AutoCAD SHX Text
EP
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
MAMANE 0.5 D 8.0 H
AutoCAD SHX Text
MAMANE 2.0 D 20.0 H
AutoCAD SHX Text
CONC BARRIER
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
PMB-3D
AutoCAD SHX Text
TP
AutoCAD SHX Text
4-BOLLARDS
AutoCAD SHX Text
COVERED WALK
AutoCAD SHX Text
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CLUSTER MAMANE BASE 3.0 D 20.0 H
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CONC PAD
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GP
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GATE
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MAMANE 1.0 D 15.0 H
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3-BLDR
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SIGN "SPEED LIMIT 15"
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CULV 1.5 D TOP HDWL 6402.4 INV 6399.0
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FENCE ENCLOSURE FOR HELCO SUB-STATION
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BOLLARDS
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B
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A
S
IT
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LA
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CS102
6" SEWER STUBOUT
(BY OTHERS)
SEE NOTE 2
TOP= 6392.20
INV.= 6384.39
NOTES:
N
1" = 10' A1
SITE PLAN 1
5'
5' 6'
6'
6.33'
BOOTWASH, TYP OF 2,
SEE DETAIL
GRAVEL
1.
5%
D2
C-501
C1
C-501
LEGEND
DIRECTION OF FLOW
APPROXIMATE
PROJECT LIMITS/
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TYP.
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GRAVEL
CONCRETE PAVEMENT
PROJECT LIMITS/
LIMITS OF GRADING
1. THE BUILDINGS INCLUDED IN THIS REPLACEMENT OF VARIOUS BUILDINGS, PTA PROJECT
INCLUDE: TEN LARGE BARRACKS (BUILDINGS 135, 136, 137, 138, 139, 144, 145, 146, 147, AND
148), TWO SMALL GP ADMIN BUILDINGS (BUILDINGS 140 AND 149), TWO SHOWER/LATRINE
DUPLEX (BUILDINGS 131/131A AND 142/142A), ONE LATRINE ONLY BUILDING (BUILDING 133), AND ONE LAUNDRY BUILDING (BUILDING 121).
2. SANITARY SEWER LATERALS AND CLEANOUTS INSTALLED BY OTHERS. SEE FY16 OMA A04
REPAIR BY REPLACEMENT CESSPOOLS WITH SEPTIC SYSTEMS PTA PROJECT. VERIFY
STUBOUT LOCATION AND INVERT IN FIELD PRIOR TO UTILITY CONSTRUCTION.
3. CONTRACTOR SHALL COORDINATE WATER SERVICE AND CONNECTION WITH PTA WATER
UTILITY SERVICE PROVIDER. WATER LATERALS AND FIRE SPRINKLER STUBOUTS INSTALLED
BY OTHERS. SEE WATERLINE REPLACEMENT FOR PTA PROJECT. VERIFY STUBOUT
LOCATION AND INVERT IN FIELD PRIOR TO UTILITY CONSTRUCTION.
4. FIRE LANE, MSE WALL, AND STAIRS INSTALLED BY OTHERS, INCLUDING SITE GRADING AND
DRAINAGE SWALES BETWEEN BUILDINGS. SEE FY17 REPAIR DRAINAGE, SECONDARY
ELECTRICAL LINES AND TELECOMMUNICATIONS - BLOCKS "A" & "B" PROJECT.
FIRE LANE AND MSE WALL
(BY OTHERS)
SWALE
(BY OTHERS)
1.
5%
1.
5%
1.
2%
1.
2%
5%
14%
5%
CONCRETE
SIDEWALK,
SEE DETAIL
2.5'
7'
KEYSTONE WALL,
SEE DETAIL
A5
C-501
4" D.I. POTABLE WATER LATERAL CAPPED
WITHIN 5' FROM BLDG (BY OTHERS)
SEE NOTE 3
EXTEND LATERAL BELOW WALL TO
MECHANICAL CONNECTION
2 - 4" 1/4 BEND
9 LF - CONC. JACKET, SEE DETAIL
10" O.D. OF PIPE 10"
2.
WATER MAIN
O .D
. O F
PI
PE
A
A
#5 LONGITUDINAL
AT 12" O.C.
#4 AT 12" O.C.
BELL FLUSH WITH
FACE OF JACKET
(SLIP JOINT)
FACE OF JACKET SHALL BE SET
BACK FROM JOINT TO PROVIDE
SUFFICIENT WORKING SPACE FOR
REMOVAL OF BOLTS.
(MECHANICAL JOINTS)
NOTES:
1. WHEREVER CONSTRUCTION JOINTS ARE REQUIRED, DWS APPROVED 6" RUBBER OR
NEOPRENE WATERSTOPS OR CONCRETE BONDING AGENT APPROVED BY THE MANAGER
SHALL BE INSTALLED.
2. NO CONCRETE JACKETING OF PVC PIPE OR EXISTING AC PIPE WILL BE ALLOWED
3. CONCRETE SHALL BE DWS 2500 EXCEPT UNDER RESERVOIR FLOOR SLABS WHERE IT
SHALL BE DWDW500I
a. REINFORCING DESIGN APPLICABLE FOR STRAIGHT PIPE JACKETED SEGMENT. FOR
SIPHON OR OFFSET, SUBMIT SHOP DRAWINGS.
b. PRECAST JACKETED WATERLINE SEGMENT SHALL BE DESIGNED AND STAMPED BY A
LICENSED STRUCTURAL ENGINEER AND APPROVED BY MANAGER.
N.T.S.
B1
CONCRETE JACKET DETAIL
4" C
L.
TY
P
4" CL.
TYP
B1
CS102
GAS LINE
SEE MECH.
E N
D M
E N
T
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6392.70
B
LD
G
A
B
LD
G
S
IT
E P
LA
N
CS105
N
1" = 10' A1
SITE PLAN 4
5'
5' 6'
6.33'
BOOTWASH, TYP OF 2,
SEE DETAIL
GRAVEL
1.
5%
6" SEWER STUBOUT
(BY OTHERS)
SEE NOTE 2
TOP= 6384.80
INV.= 6376.84
D2
C-501
4" D.I. POTABLE WATER LATERAL CAPPED
WITHIN 5' FROM BLDG (BY OTHERS)
SEE NOTE 3
EXTEND LATERAL BELOW WALL TO
MECHANICAL CONNECTION
2 - 4" 1/4 BEND
9 LF - CONC. JACKET, SEE DETAIL
S O
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US Army Corps of Engineers
U .S
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SHEET ID
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G A
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F H
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A
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/2 /8
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LEGEND
DIRECTION OF FLOW
GRAVEL
CONCRETE PAVEMENT
PROJECT LIMITS/
LIMITS OF GRADING
FIRE LANE AND MSE WALL
(BY OTHERS)
SWALE
(BY OTHERS)
NOTES:
1. THE BUILDINGS INCLUDED IN THIS REPLACEMENT OF VARIOUS BUILDINGS, PTA PROJECT
INCLUDE: TEN LARGE BARRACKS (BUILDINGS 135, 136, 137, 138, 139, 144, 145, 146, 147, AND
148), TWO SMALL GP ADMIN BUILDINGS (BUILDINGS 140 AND 149), TWO SHOWER/LATRINE
DUPLEX (BUILDINGS 131/131A AND 142/142A), ONE LATRINE ONLY BUILDING (BUILDING 133), AND ONE LAUNDRY BUILDING (BUILDING 121).
2. SANITARY SEWER LATERALS AND CLEANOUTS INSTALLED BY OTHERS. SEE FY16 OMA A04
REPAIR BY REPLACEMENT CESSPOOLS WITH SEPTIC SYSTEMS PTA PROJECT. VERIFY
STUBOUT LOCATION AND INVERT IN FIELD PRIOR TO UTILITY CONSTRUCTION.
3. CONTRACTOR SHALL COORDINATE WATER SERVICE AND CONNECTION WITH PTA WATER
UTILITY SERVICE PROVIDER. WATER LATERALS AND FIRE SPRINKLER STUBOUTS INSTALLED
BY OTHERS. SEE WATERLINE REPLACEMENT FOR PTA PROJECT. VERIFY STUBOUT
LOCATION AND INVERT IN FIELD PRIOR TO UTILITY CONSTRUCTION.
4. FIRE LANE, MSE WALL, AND STAIRS INSTALLED BY OTHERS, INCLUDING SITE GRADING AND
DRAINAGE SWALES BETWEEN BUILDINGS. SEE FY17 REPAIR DRAINAGE, SECONDARY
ELECTRICAL LINES AND TELECOMMUNICATIONS - BLOCKS "A" & "B" PROJECT.
6'
APPROXIMATE
PROJECT LIMITS/
LIMITS OF GRADING,
TYP.
1.
5%
1.
5%
LPG TANK
PROVIDED BY
HAWAII GAS
1.
2% 1.
2%
11%
5%
5%
2.5'
KEYSTONE WALL,
SEE DETAIL
A5
C-501
C1
C-501
CONCRETE
SIDEWALK,
SEE DETAIL
7'
B1
CS102
GAS LINE
SEE MECH.
E N
D M
E N
T
/2 7/
GAS LINE
SEE MECH.
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ANTICIPATED EXISTING FLOOR SLAB CONDITION
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FLOOR JOIST
(E) STEEL
FLOOR SILL
(E) STEEL
"A" "A"
TYP BTWN FLOOR JOIST
(E) CONC SLAB INFILL,
PARTIAL PLAN
FLOOR JOIST
(E) STEEL (E) CONC INFILL
FLOOR SILL
(E) STEEL
SECTION "A - A"
IS PROVIDED FOR INFORMATION ONLY.
REFER TO C4/S-002 FOR ANTICIPATED EXISTING FLOOR SLAB DETAIL, DETAIL 3.
EXISTING FLOOR SLAB DURING CONSTRUCTION.
EXCEED 40 POUNDS PER SQUARE FOOT. CONTRACTOR SHALL PROTECT
CONSTRUCTION LOADING ON EXISTING FLOOR SLABS TO REMAIN SHALL NOT 2.
REVIEW THE DOCUMENT BEFORE PROCEEDING WITH WORK.
STEEL ARCH RIB HUT" DATED NOVEMBER 1, 1944. THE CONTRACTOR SHALL
DOCUMENT "ERECTION INSTRUCTIONS FOR THE 20'-0" x 48'-0" U.S. NAVY
FOR TYPICAL CONSTRUCTION OF EXISTING QUONSET HUT REFER TO 1.
SPECIAL FLOOR SLAB NOTES
CONNECTORS.
MAXIMUM AMOUNT OF SCREWS/FASTENERS/NAILS SHALL BE USED IN ALL
OTHERWISE ALL CONNECTORS SHALL BE ZINC GALVANIZED G90. THE
CONNECTORS SHALL BE SIMPSON ZMAX COATED WHEN PROVIDED,
PRE-REVIEWED EQUALS SHALL HAVE MATCHING ICC RATINGS. ALL
"SIMPSON COMPANY STRONG-TIE" CATALOG, LATEST PRINTING.
ALL CONNECTOR REFERENCES, UNLESS NOTED OTHERWISE, ARE FROM 8.
DEMOLITION NOTES.
HARDWARE AND MISCELLANEOUS METALS PRIOR TO FABRICATION.
OFFICER FOR ALL COLD-FORMED STEEL, FABRICATED BRACKETS,
SHOP DRAWINGS SHALL BE SUBMITTED FOR REVIEW TO THE CONTRACTING 7.
SHALL BE 1355 LBS. INSTALL PER MANUFACTURER'S INSTRUCTIONS.
ALLOWABLE TENSION SHALL BE 1300 LBS. THE MINIMUM ALLOWABLE SHEAR
24" MAXIMUM. USE 2 EACH ANCHORS MINIMUM PER PIECE. THE MINIMUM
DIAMETER X 8" LONG POST-INSTALLED ANCHORS 4" TO 6" FROM ENDS AND
FASTENERS (STUD/TRACK TO CMU): UNLESS SHOWN OTHERWISE, USE 5/8" 6.
CONNECTION.
PAINT. A MINIMUM OF 2 #12 SCREWS SHALL BE PROVIDED AT EACH
3-08 AND BE SHOP WELDS. WELDS SHALL BE TOUCHED UP WITH ZINC-RICH
STRENGTH OF THE CONNECTION. ALL WELDS SHALL CONFORM TO AWS D1
SCREWS OR WELDS SHALL BE OF SUFFICIENT SIZE TO PROVIDE THE
WITH GALVANIZED SELF-DRILLING, SELF TAPPING SCREWS OR WELDING.
UNLESS OTHERWISE INDICATED, FASTENING OF COMPONENTS SHALL BE 5.
MANUFACTURER FOR THE STEEL MEMBERS USED.
COMPLETE AND PROPER INSTALLATION, AND AS RECOMMENDED BY THE
FASTENING DEVICES AND OTHER ACCESSORIES REQUIRED FOR A
NECESSARILY LIMITED TO TRACKS, CLIPS, WEB STIFFENERS, ANCHORS,
ACCESSORIES: PROVIDE ALL ACCESSORIES INCLUDING BUT NOT 4.
ASTM A 653 (G90 COATING).
= 33 KSI FOR 18 AND 20 GAGE THICKNESS) AND SHALL BE GALVANIZED PER
ASTM A 693, (GRADE 50, Fy = 50 KSI FOR 16 GAGE AND THICKER; GRADE 33, Fy
(SSMA) PER SSMA STANDARDS. SHAPES AND MEMBERS SHALL CONFORM TO
CURRENT MEMBERS OF THE STEEL STUD MANUFACTURERS ASSOCIATION
COLD-FORMED SHAPES AND MEMBERS SHALL BE MANUFACTURED BY 3.
COLD-FORMED STEEL STRUCTURAL MEMBERS" LATEST EDITION.
IRON AND STEEL INSTITUTE (AISI) "SPECIFICATION FOR THE DESIGN OF
ALL COLD-FORMED STEEL FRAMING SHALL COMPLY WITH THE AMERICAN 2.
NON-STRUCTURAL COLD-FORMED STEEL REQUIREMENTS.
REFER TO ARCHITECTURAL DRAWINGS AND SPECIFICATIONS FOR
STRUCTURAL FRAMING MEMBERS SHOWN ON STRUCTURAL DRAWINGS.
REQUIREMENTS IN STRUCTURAL SPECIFICATIONS APPLY ONLY TO
THE FOLLOWING COLD-FORMED STEEL FRAMING NOTES AND 1.
COLD-FORMED (LIGHT GAGE) STEEL FRAMING
LOAD SHALL NOT EXCEED 300 LBS.
SPACED MORE THAN 4'-0" APART IN EACH DIRECTION. EACH SUSPENDED
MANUFACTURER AS FRAMING MEMBERS. FRAMING MEMBERS SHALL NOT BE
FRAMING SYSTEM. FITTINGS AND HARDWARE SHALL BE PROVIDED BY SAME
SHALL BE SUPPORTED FROM STEEL BEAMS OR PRE-APPROVED CHANNEL
MECHANICAL DUCTS, PIPING, ETC. SUSPENDED CEILINGS, DUCTS AND PIPING
METAL DECKING SHALL NOT BE USED TO SUPPORT SUSPENDED CEILINGS, 10.
THE TRUSSES EQUAL TO THE DEAD LOAD DEFLECTION.
UNDER THE COMBINED DEAD + LIVE LOAD. CAMBER SHALL BE PROVIDED IN
MINIMUM BENT PLATE THICKNESS IS 16 GAGE. THAN THE (SPAN LENGTH/240)
VALLEYS, RIDGES, AND BEAMS) TO ACCOMMODATE STEEL DECK SLOPE. THE
REQUIRED BENT PLATES AT TOP OF STRUCTURAL STEEL FRAMING (HIPS,
THE DECK ERECTION CONTRACTOR SHALL FURNISH AND INSTALL ALL 9.
SHALL BE SUBMITTED TO THE CONTRACTING OFFICER FOR APPROVAL.
OF OPENINGS, AND FASTENER LOCATIONS, MANUFACTURER'S BROCHURES
SHOP DRAWINGS SHOWING THE DECK UNIT LAYOUT, LOCATIONS AND SIZES 8.
FRAMING. INSTALL 16 GAGE PLATE DECK CLOSURE AS REQUIRED, TYPICAL.
FRAMING AROUND OPENING TO BE FURNISHED AND INSTALLED WITH ROOF 7.
OR MORE SUPPORTS.
DECK TO BEAR 2" MINIMUM ON SUPPORTS. DECK UNITS SHALL SPAN OVER 3 6.
FROM FIXED REFERENCE EDGE LINES.
OTHERWISE NOTED. CONFIRM THE LOCATION OF SUPPORT CENTER LINES
DIMENSIONS REQUIRED ON THE ARCHITECTURAL DRAWINGS UNLESS
EDGE OF PERIMETER CLOSURE SHALL BE HELD WITHIN 1/2" OF THE 5.
COATING OF ZINC (G90) PER ASTM A653. SEE SPECIFICATIONS.
CONFORMING TO ASTM A1008. THE STEEL SHALL HAVE A METAL PROTECTIVE
STEEL SHEETS HAVING A MINIMUM YIELD STRENGTH OF 33,000 PSI AND
THE DRAWINGS. DECKING AND ALL ACCESSORIES SHALL BE FORMED FROM
THE STEEL DECKING SHALL BE OF THE TYPE AND GAUGE AS CALLED FOR ON 4.
ALL WELDERS SHALL BE CERTIFIED FOR LIGHT GAGE STEEL WELDING.3.
WITH ARCHITECTURAL, ELECTRICAL, AND MECHANICAL DRAWINGS.
ARRANGEMENT AND LOCATION ONLY. VERIFY CUTTING LENGTH OF DECK
THE OPENINGS SHOWN ON THE FRAMING PLANS INDICATE THE GENERAL 2.
ONLY. (I.E. NOT CONTINUOUS)
ON THE DRAWINGS. CLOSURE AT DECK END SHALL CLOSE OFF OPEN FLUTES
FRAMED OPENINGS, COLUMNS, COLUMN CONNECTIONS, AND AS INDICATED
DECK ERECTION CONTRACTOR SHALL CUT DECK TO SUIT DETAILS AT ALL 1.
STEEL DECK NOTES
5,000 PSI. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION.
CONCRETE WALLS, ETC., SHALL BE NON-SHRINK, NON-STAINING, WITH f'c =
ALL GROUT (OR DRYPACK) BELOW BASE PLATES, BEAMS BEARING ON 9.
COATED WITH TWO COATS OF ZINC RICH PRIMER.
ASTM A123 OR A153. ALL WELDS AFTER HOT DIP GALVANIZING SHALL BE
HOT DIP GALVANIZED STEEL REFERENCED ON PLAN SHALL CONFORM TO 8.
SPECIFICATIONS.
CODE AWS D1.1-04 OF THE AMERICAN WELDING SOCIETY; SEE
ALL WELDS SHALL BE IN CONFORMITY WITH THE STRUCTURAL WELDING 7.
MASONRY SHALL BE CLEAN AND LEFT UNPAINTED.
ALL STRUCTURAL STEEL SURFACES THAT ARE ENCASED IN CONCRETE OR 6.
SIZE OF BOLT USED, UNLESS OTHERWISE NOTED.
BOLT HOLES IN STEEL SHALL BE 1/16" LARGER DIAMETER THAN NOMINAL 5.
REVIEW BEFORE FABRICATION.
ALL STRUCTURAL STEEL RESPECTIVELY, FOR CONTRACTING OFFICER'S
THE STRUCTURAL STEEL FABRICATOR SHALL FURNISH SHOP DRAWINGS OF 4.
UNLESS OTHERWISE NOTED.
SHALL CONFORM TO ASTM F1554 GRADE 36 AND BE HOT DIP GALVANIZED,
TENSIONED), UNLESS OTHERWISE NOTED. ANCHOR RODS EMBEDDED
LOAD INDICATOR BOLTS, BOLT TIP SHALL SHEAR OFF WHEN PROPERLY
ALL BOLTS SHALL CONFORM TO ASTM F1852 (ASTM A325N HIGH STRENGTH 3.
HOLLOW STRUCTURAL SECTIONS
= A500, GRADE BTUBES (HSSx)
= A53, GRADE BPIPES
= A36PLATES, MISC. STEEL
CHANNELS, ANGLES, TEES,
DESIGNATIONS:
STRUCTURAL STEEL SECTIONS SHALL CONFORM TO THE FOLLOWING ASTM 2.
FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS."
ACCORDANCE WITH THE "AISC SPECIFICATION FOR THE DESIGN,
STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED AND ERECTED IN 1.
STRUCTURAL STEEL
IS PROVIDED FOR INFORMATION ONLY.
REFER TO C4/S-002 FOR ANTICIPATED EXISTING FLOOR SLAB DETAIL, DETAIL 3.
EXISTING FLOOR SLAB DURING CONSTRUCTION.
EXCEED 40 POUNDS PER SQUARE FOOT. CONTRACTOR SHALL PROTECT
CONSTRUCTION LOADING ON EXISTING FLOOR SLABS TO REMAIN SHALL NOT 2.
REVIEW THE DOCUMENT BEFORE PROCEEDING WITH WORK.
STEEL ARCH RIB HUT" DATED NOVEMBER 1, 1944. THE CONTRACTOR SHALL
DOCUMENT "ERECTION INSTRUCTIONS FOR THE 20'-0" x 48'-0" U.S. NAVY
FOR TYPICAL CONSTRUCTION OF EXISTING QUONSET HUT REFER TO 1.
SPECIAL FLOOR SLAB NOTES
CONNECTORS.
MAXIMUM AMOUNT OF SCREWS/FASTENERS/NAILS SHALL BE USED IN ALL
OTHERWISE ALL CONNECTORS SHALL BE ZINC GALVANIZED G90. THE
CONNECTORS SHALL BE SIMPSON ZMAX COATED WHEN PROVIDED,
PRE-REVIEWED EQUALS SHALL HAVE MATCHING ICC RATINGS. ALL
"SIMPSON COMPANY STRONG-TIE" CATALOG, LATEST PRINTING.
ALL CONNECTOR REFERENCES, UNLESS NOTED OTHERWISE, ARE FROM 8.
DEMOLITION NOTES.
HARDWARE AND MISCELLANEOUS METALS PRIOR TO FABRICATION.
OFFICER FOR ALL COLD-FORMED STEEL, FABRICATED BRACKETS,
SHOP DRAWINGS SHALL BE SUBMITTED FOR REVIEW TO THE CONTRACTING 7.
SHALL BE 1355 LBS. INSTALL PER MANUFACTURER'S INSTRUCTIONS.
ALLOWABLE TENSION SHALL BE 1300 LBS. THE MINIMUM ALLOWABLE SHEAR
24" MAXIMUM. USE 2 EACH ANCHORS MINIMUM PER PIECE. THE MINIMUM
DIAMETER X 8" LONG POST-INSTALLED ANCHORS 4" TO 6" FROM ENDS AND
FASTENERS (STUD/TRACK TO CMU): UNLESS SHOWN OTHERWISE, USE 5/8" 6.
CONNECTION.
PAINT. A MINIMUM OF 2 #12 SCREWS SHALL BE PROVIDED AT EACH
3-08 AND BE SHOP WELDS. WELDS SHALL BE TOUCHED UP WITH ZINC-RICH
STRENGTH OF THE CONNECTION. ALL WELDS SHALL CONFORM TO AWS D1
SCREWS OR WELDS SHALL BE OF SUFFICIENT SIZE TO PROVIDE THE
WITH GALVANIZED SELF-DRILLING, SELF TAPPING SCREWS OR WELDING.
UNLESS OTHERWISE INDICATED, FASTENING OF COMPONENTS SHALL BE 5.
MANUFACTURER FOR THE STEEL MEMBERS USED.
COMPLETE AND PROPER INSTALLATION, AND AS RECOMMENDED BY THE
FASTENING DEVICES AND OTHER ACCESSORIES REQUIRED FOR A
NECESSARILY LIMITED TO TRACKS, CLIPS, WEB STIFFENERS, ANCHORS,
ACCESSORIES: PROVIDE ALL ACCESSORIES INCLUDING BUT NOT 4.
ASTM A 653 (G90 COATING).
= 33 KSI FOR 18 AND 20 GAGE THICKNESS) AND SHALL BE GALVANIZED PER
ASTM A 693, (GRADE 50, Fy = 50 KSI FOR 16 GAGE AND THICKER; GRADE 33, Fy
(SSMA) PER SSMA STANDARDS. SHAPES AND MEMBERS SHALL CONFORM TO
CURRENT MEMBERS OF THE STEEL STUD MANUFACTURERS ASSOCIATION
COLD-FORMED SHAPES AND MEMBERS SHALL BE MANUFACTURED BY 3.
COLD-FORMED STEEL STRUCTURAL MEMBERS" LATEST EDITION.
IRON AND STEEL INSTITUTE (AISI) "SPECIFICATION FOR THE DESIGN OF
ALL COLD-FORMED STEEL FRAMING SHALL COMPLY WITH THE AMERICAN 2.
NON-STRUCTURAL COLD-FORMED STEEL REQUIREMENTS.
REFER TO ARCHITECTURAL DRAWINGS AND SPECIFICATIONS FOR
STRUCTURAL FRAMING MEMBERS SHOWN ON STRUCTURAL DRAWINGS.
REQUIREMENTS IN STRUCTURAL SPECIFICATIONS APPLY ONLY TO
THE FOLLOWING COLD-FORMED STEEL FRAMING NOTES AND 1.
COLD-FORMED (LIGHT GAGE) STEEL FRAMING
LOAD SHALL NOT EXCEED 300 LBS.
SPACED MORE THAN 4'-0" APART IN EACH DIRECTION. EACH SUSPENDED
MANUFACTURER AS FRAMING MEMBERS. FRAMING MEMBERS SHALL NOT BE
FRAMING SYSTEM. FITTINGS AND HARDWARE SHALL BE PROVIDED BY SAME
SHALL BE SUPPORTED FROM STEEL BEAMS OR PRE-APPROVED CHANNEL
MECHANICAL DUCTS, PIPING, ETC. SUSPENDED CEILINGS, DUCTS AND PIPING
METAL DECKING SHALL NOT BE USED TO SUPPORT SUSPENDED CEILINGS, 10.
THE TRUSSES EQUAL TO THE DEAD LOAD DEFLECTION.
UNDER THE COMBINED DEAD + LIVE LOAD. CAMBER SHALL BE PROVIDED IN
MINIMUM BENT PLATE THICKNESS IS 16 GAGE. THAN THE (SPAN LENGTH/240)
VALLEYS, RIDGES, AND BEAMS) TO ACCOMMODATE STEEL DECK SLOPE. THE
REQUIRED BENT PLATES AT TOP OF STRUCTURAL STEEL FRAMING (HIPS,
THE DECK ERECTION CONTRACTOR SHALL FURNISH AND INSTALL ALL 9.
SHALL BE SUBMITTED TO THE CONTRACTING OFFICER FOR APPROVAL.
OF OPENINGS, AND FASTENER LOCATIONS, MANUFACTURER'S BROCHURES
SHOP DRAWINGS SHOWING THE DECK UNIT LAYOUT, LOCATIONS AND SIZES 8.
FRAMING. INSTALL 16 GAGE PLATE DECK CLOSURE AS REQUIRED, TYPICAL.
FRAMING AROUND OPENING TO BE FURNISHED AND INSTALLED WITH ROOF 7.
OR MORE SUPPORTS.
DECK TO BEAR 2" MINIMUM ON SUPPORTS. DECK UNITS SHALL SPAN OVER 3 6.
FROM FIXED REFERENCE EDGE LINES.
OTHERWISE NOTED. CONFIRM THE LOCATION OF SUPPORT CENTER LINES
DIMENSIONS REQUIRED ON THE ARCHITECTURAL DRAWINGS UNLESS
EDGE OF PERIMETER CLOSURE SHALL BE HELD WITHIN 1/2" OF THE 5.
COATING OF ZINC (G90) PER ASTM A653. SEE SPECIFICATIONS.
CONFORMING TO ASTM A1008. THE STEEL SHALL HAVE A METAL PROTECTIVE
STEEL SHEETS HAVING A MINIMUM YIELD STRENGTH OF 33,000 PSI AND
THE DRAWINGS. DECKING AND ALL ACCESSORIES SHALL BE FORMED FROM
THE STEEL DECKING SHALL BE OF THE TYPE AND GAUGE AS CALLED FOR ON 4.
ALL WELDERS SHALL BE CERTIFIED FOR LIGHT GAGE STEEL WELDING.3.
WITH ARCHITECTURAL, ELECTRICAL, AND MECHANICAL DRAWINGS.
ARRANGEMENT AND LOCATION ONLY. VERIFY CUTTING LENGTH OF DECK
THE OPENINGS SHOWN ON THE FRAMING PLANS INDICATE THE GENERAL 2.
ONLY. (I.E. NOT CONTINUOUS)
ON THE DRAWINGS. CLOSURE AT DECK END SHALL CLOSE OFF OPEN FLUTES
FRAMED OPENINGS, COLUMNS, COLUMN CONNECTIONS, AND AS INDICATED
DECK ERECTION CONTRACTOR SHALL CUT DECK TO SUIT DETAILS AT ALL 1.
STEEL DECK NOTES
5,000 PSI. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION.
CONCRETE WALLS, ETC., SHALL BE NON-SHRINK, NON-STAINING, WITH f'c =
ALL GROUT (OR DRYPACK) BELOW BASE PLATES, BEAMS BEARING ON 9.
COATED WITH TWO COATS OF ZINC RICH PRIMER.
ASTM A123 OR A153. ALL WELDS AFTER HOT DIP GALVANIZING SHALL BE
HOT DIP GALVANIZED STEEL REFERENCED ON PLAN SHALL CONFORM TO 8.
SPECIFICATIONS.
CODE AWS D1.1-04 OF THE AMERICAN WELDING SOCIETY; SEE
ALL WELDS SHALL BE IN CONFORMITY WITH THE STRUCTURAL WELDING 7.
MASONRY SHALL BE CLEAN AND LEFT UNPAINTED.
ALL STRUCTURAL STEEL SURFACES THAT ARE ENCASED IN CONCRETE OR 6.
SIZE OF BOLT USED, UNLESS OTHERWISE NOTED.
BOLT HOLES IN STEEL SHALL BE 1/16" LARGER DIAMETER THAN NOMINAL 5.
REVIEW BEFORE FABRICATION.
ALL STRUCTURAL STEEL RESPECTIVELY, FOR CONTRACTING OFFICER'S
THE STRUCTURAL STEEL FABRICATOR SHALL FURNISH SHOP DRAWINGS OF 4.
UNLESS OTHERWISE NOTED.
SHALL CONFORM TO ASTM F1554 GRADE 36 AND BE HOT DIP GALVANIZED,
TENSIONED), UNLESS OTHERWISE NOTED. ANCHOR RODS EMBEDDED
LOAD INDICATOR BOLTS, BOLT TIP SHALL SHEAR OFF WHEN PROPERLY
ALL BOLTS SHALL CONFORM TO ASTM F1852 (ASTM A325N HIGH STRENGTH 3.
HOLLOW STRUCTURAL SECTIONS
= A500, GRADE BTUBES (HSSx)
= A53, GRADE BPIPES
= A36PLATES, MISC. STEEL
CHANNELS, ANGLES, TEES,
DESIGNATIONS:
STRUCTURAL STEEL SECTIONS SHALL CONFORM TO THE FOLLOWING ASTM 2.
FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS."
ACCORDANCE WITH THE "AISC SPECIFICATION FOR THE DESIGN,
STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED AND ERECTED IN 1.
STRUCTURAL STEEL
A1
SCALE: 1/4" = 1'-0"
G E
O R
G E G
U T
IE
R R
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SCALE: 1/4' '= 1'-0"
0 4'4' 2'
GRAPHICS SCALE
S-507
C1
WITH THE BID SCHEDULE.
BE PRESENTED AS A SEPARATE LINE ITEM
PREVIOUSLY STATED. CRACK REPAIR SHALL
DIVIDED BY TOTAL REPAIR AMOUNT
BASIS. UNIT COST SHALL BE BID AMOUNT
REPAIRS SHALL BE PAID ON A UNIT COST
THROUGH THIS BUILDING. ADDITIONAL
REPAIRS FOR A TOTAL OF 200 LINEAR FEET
CONTRACTOR SHALL INCLUDE CRACK
CONCRETE CRACK REPAIR BID QUANTITIES:
BUILDING 131A/131, 142A/142 SHOWER/LATRINE DUPLEX - FOUNDATION PLAN
L A
T R
IN
E D
U P
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X F
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N D
A T
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S
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8" FULLY GROUTED CMU WALL
LEGEND:
S-101
BLDG. TYPE A
ON S-002 FOR ADDITIONAL INFORMATION.
REFER TO SPECIAL FLOOR SLAB NOTES 6.
CONTROL JOINTS.
TOPPING SHALL MATCH EXISTING
NEW CONTROL JOINTS IN CONCRETE
JOINTS IN EXISTING SLAB ON GRADE.
CONTRACTOR SHALL LOCATE CONTROL 5.
ETC.
OF ALL PIPES, CONDUITS, EQUIPMENT,
PLUMBING DRAWINGS FOR LOCATIONS
SEE MECHANICAL, ELECTRICAL AND 4.
NOT SHOWN ON STRUCTURAL DRAWINGS.
OPENINGS AND EXISTING INFORMATION
FOR DIMENSIONS, LOCATIONS OF
REFER TO ARCHITECTURAL DRAWINGS 3.
THE EXISTING SLAB PER .
REPAIR ALL CRACKS WIDER THAN 1/8" ON 2.
ADDITIONAL INFORMATION.
THRU S-509. FOR DETAILS AND
REFER TO SHEETS S-001, S-002 AND S-501 1.
NOTES:
B C
/1
/1
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