2022-04-26_AM03_DP08_SA-457449-10_Al Qassim Facilities.pdf
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- Attached to
- Al Qassim Simulator, Kingdom of Saudi Arabia
- Solicitation number
- W912ER22R0028
About this file
This solicitation package outlines requirements for the design and construction of a Simulator Building and supporting facilities at the Royal Saudi Land Forces Aviation Command in Al Qassim, Saudi Arabia. Key details include that the project magnitude is over $10 million, the contractor must provide DBA insurance and performance/payment bonds of 20%, and services include construction of the Simulator Building, electric, water, sewer, gas, paving, walks, curbs, gutters, drainage, site improvements, demolition, and information systems. The Department of the Army Corps of Engineers Engineering District Middle East is the contracting agency.
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TETRA TECH
SHEET ID
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TRANSATLANTIC MIDDLE
EAST DISTRICT
SOLICITATION #: W912ER22R0028
AM 0003
MAY 2022
G-001
QASSIM, KINGDOM OF SAUDI ARABIA
ROYAL SAUDI LAND FORCES AVIATION COMMAND
PHASE 2A FACILITIES AND INFRASTRUCTURE
PROJECT #: SA-457449-10
VOLUME 1 OF 2
AM 0003
SA-457449-10 - SITE DESIGN
SA-457449-10B - SIMULATOR BUILDING
PROFESSIONAL SEALS
THE STAMPS AFFIXED TO THIS COVER SHEET ARE CERTIFYING
THE DRAWINGS CONTAINED WITHIN HAVE BEEN REVIEWED OR PREPARED
BY EACH APPLICABLE ARCHITECTURAL AND ENGINEERING DISCIPLINE.
SITE ELECTRICALCIVIL ARCHITECTURAL STRUCTURAL
FIRE PROTECTION PLUMBING MECHANICAL ELECTRICAL
TELECOMMUNICATIONS
US Army Corps of Engineers ®
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SA-457449-10 - GENERAL
SHEET ID FILE NO
REVISIONS
TITLEREV. NO. AM/COP
NO.
GENERAL
G-001 SA-457449-10-G-001-03.dwg 3 AM 0003 COVER SHEET - VOLUME 1 OF 2 G-010 SA-457449-10-G-010.dwg INDEX OF VOLUMES G-011 SA-457449-10-G-011-03.dwg 3 AM 0003 VOLUME 1 - INDEX OF DRAWINGS - SHEET 1 OF 2 G-012 SA-457449-10-G-012-03.dwg 3 VOLUME 1 - INDEX OF DRAWINGS - SHEET 2 OF 2 G-021 SA-457449-10-G-021.dwg STANDARD LEGENDS AND SYMBOLOGY G-031 SA-457449-10-G-031.dwg STANDARD ABBREVIATIONS LIST - SHEET 1 OF 2 G-032 SA-457449-10-G-032.dwg STANDARD ABBREVIATIONS LIST - SHEET 2 OF 2
SA-457449-10B - SIMULATOR BUILDING
SHEET ID FILE NO
REVISIONS
TITLEREV. NO. AM/COP
NO.
GENERAL
G-001 SA-457449-10B-G-001.dwg COVER SHEET - SIMULATOR BUILDING
ARCHITECTURE
A-101 SA-457449-10B-A-101.dwg FIRST FLOOR DEMOLITION PLAN A-102 SA-457449-10B-A-102.dwg COMPOSITE GROUND FLOOR PLAN A-103 SA-457449-10B-A-103.dwg GROUND FLOOR PLAN - AREA A A-104 SA-457449-10B-A-104.dwg GROUND FLOOR PLAN - AREA B A-105 SA-457449-10B-A-105.dwg BOARDING LEVEL FLOOR PLAN A-106 SA-457449-10B-A-106.dwg COMPOSITE FIRST FLOOR PLAN A-107 SA-457449-10B-A-107.dwg FIRST FLOOR PLAN - AREA A A-108 SA-457449-10B-A-108.dwg FIRST FLOOR PLAN - AREA B A-109 SA-457449-10B-A-109.dwg COMPOSITE ROOF PLAN A-110 SA-457449-10B-A-110.dwg ROOF PLAN - AREA A A-111 SA-457449-10B-A-111.dwg ROOF PLAN - AREA B A-112 SA-457449-10B-A-112.dwg COMPOSITE GROUND FLOOR REFLECTED CEILING PLAN A-113 SA-457449-10B-A-113.dwg GROUND FLOOR REFLECTED CEILING PLAN - AREA A A-114 SA-457449-10B-A-114.dwg GROUND FLOOR REFLECTED CEILING PLAN - AREA B A-115 SA-457449-10B-A-115.dwg COMPOSITE FIRST FLOOR REFLECTED CEILING PLAN A-116 SA-457449-10B-A-116.dwg FIRST FLOOR REFLECTED CEILING PLAN - AREA A A-117 SA-457449-10B-A-117.dwg FIRST FLOOR REFLECTED CEILING PLAN - AREA B A-118 SA-457449-10B-A-118.dwg PEDESTRIAN WALKWAY PLANS A-201 SA-457449-10B-A-201.dwg BUILDING ELEVATIONS - SHEET 1 OF 2 A-202 SA-457449-10B-A-202.dwg BUILDING ELEVATIONS - SHEET 2 OF 2 A-301 SA-457449-10B-A-301.dwg BUILDING SECTIONS - SHEET 1 OF 2 A-302 SA-457449-10B-A-302.dwg BUILDING SECTIONS - SHEET 2 OF 2 A-303 SA-457449-10B-A-303.dwg WALL SECTIONS - SHEET 1 OF 3 A-304 SA-457449-10B-A-304-03.dwg 3 AM 0003 WALL SECTIONS - SHEET 2 OF 3 A-305 SA-457449-10B-A-305.dwg WALL SECTIONS - SHEET 3 OF 3 A-401 SA-457449-10B-A-401.dwg TOILET ROOM PLANS AND ELEVATIONS A-402 SA-457449-10B-A-402.dwg ENLARGED PLANS AND SECTIONS A-403 SA-457449-10B-A-403.dwg ENLARGED PLANS AND ELEVATIONS - SHEET 1 OF 2 A-404 SA-457449-10B-A-404.dwg ENLARGED PLANS AND ELEVATIONS - SHEET 2 OF 2 A-501 SA-457449-10B-A-501.dwg WALL DETAILS A-502 SA-457449-10B-A-502.dwg ROOF DETAILS - SHEET 1 OF 2 A-503 SA-457449-10B-A-503.dwg ROOF DETAILS - SHEET 2 OF 2 A-504 SA-457449-10B-A-504.dwg WINDOW DETAILS A-505 SA-457449-10B-A-505.dwg DOOR DETAILS - SHEET 1 OF 2 A-506 SA-457449-10B-A-506.dwg DOOR DETAILS - SHEET 2 OF 2 A-507 SA-457449-10B-A-507.dwg STAIR DETAILS - SHEET 1 OF 2 A-508 SA-457449-10B-A-508.dwg STAIR DETAILS - SHEET 2 OF 2 A-509 SA-457449-10B-A-509.dwg PLAN DETAILS - SHEET 1 OF 3 A-510 SA-457449-10B-A-510.dwg PLAN DETAILS - SHEET 2 OF 3 A-511 SA-457449-10B-A-511.dwg PLAN DETAILS - SHEET 3 OF 3 A-512 SA-457449-10B-A-512.dwg MISCELLANEOUS DETAILS A-513 SA-457449-10B-A-513.dwg CASEWORK DETAILS A-514 SA-457449-10B-A-514-03.dwg 3 AM 0003 FINISH DETAILS A-515 SA-457449-10B-A-515-03.dwg 3 AM 0003 AIR BARRIER AND INSULATION INFO A-601 SA-457449-10B-A-601.dwg WALL TYPES A-602 SA-457449-10B-A-602.dwg WINDOW, DOOR, AND FRAME TYPES A-603 SA-457449-10B-A-603.dwg ROOM FINISH SCHEDULE A-604 SA-457449-10B-A-604.dwg DOOR AND WINDOW SCHEDULES A-605 SA-457449-10B-A-605.dwg SIGNAGE SCHEDULE AND DIAGRAMS
INTERIORS
I-101 SA-457449-10B-I-101.dwg COMPOSITE GROUND FLOOR FF&E PLAN I-102 SA-457449-10B-I-102.dwg GROUND FLOOR FF&E PLAN - AREA A I-103 SA-457449-10B-I-103.dwg GROUND FLOOR FF&E PLAN - AREA B I-104 SA-457449-10B-I-104.dwg COMPOSITE FIRST FLOOR FF&E PLAN I-105 SA-457449-10B-I-105.dwg FIRST FLOOR FF&E PLAN - AREA A I-106 SA-457449-10B-I-106.dwg FIRST FLOOR FF&E PLAN - AREA B
SA-457449-10 - SITE DESIGN
SHEET ID FILE NO
REVISIONS
TITLEREV. NO. AM/COP
NO.
GENERAL
G-050 SA-457449-10--G-050.dwg LEGEND AND ABBREVIATIONS G-051 SA-457449-10--G-051.dwg GENERAL NOTES G-101 SA-457449-10--G-101.dwg LOCUS PLAN
EXISTING CONDITIONS
V-101 SA-457449-10--V-101.dwg EXISTING CONDITIONS PLAN
CIVIL DEMOLITION
CD-101 SA-457449-10--CD101.dwg EXISTING CONDITIONS AND DEMOLITION PLAN
CIVIL SITE
C-101 SA-457449-10--C-101.dwg SITE PLAN C-501 SA-457449-10--C-501.dwg SITE DETAILS - SHEET 1 OF 4 C-502 SA-457449-10--C-502.dwg SITE DETAILS - SHEET 2 OF 4 C-503 SA-457449-10--C-503.dwg SITE DETAILS - SHEET 3 OF 4 C-504 SA-457449-10--C-504.dwg SITE DETAILS - SHEET 4 OF 4
SITE LAYOUT
CL-101 SA-457449-10--CL101.dwg SITE LAYOUT PLAN
GRADING AND DRAINAGE
CG-101 SA-457449-10--CG101.dwg GRADING AND DRAINAGE PLAN CG-501 SA-457449-10--CG501.dwg EROSION AND SEDIMENTATION CONTROL DETAILS
COMBINED UTILITIES
CU-101 SA-457449-10--CU101.dwg COMBINED UTILITIES PLAN
CIVIL SEWER
CS-101 SA-457449-10--CS101.dwg SEWER PLAN CS-201 SA-457449-10--CS201.dwg SEWER PROFILES CS-501 SA-457449-10--CS501.dwg SANITARY SEWER DETAILS - SHEET 1 OF 2 CS-502 SA-457449-10--CS502.dwg SANITARY SEWER DETAILS - SHEET 2 OF 2
CIVIL WATER
CW-101 SA-457449-10--CW101.dwg WATER PLAN CW-501 SA-457449-10--CW501.dwg WATER DETAILS - SHEET 1 OF 3 CW-502 SA-457449-10--CW502.dwg WATER DETAILS - SHEET 2 OF 3 CW-503 SA-457449-10--CW503.dwg WATER DETAILS - SHEET 3 OF 3
SITE STRUCTURAL
XS-501 SA-457449-10--XS501.dwg TYPICAL STRUCTURAL DETAILS XS-502 SA-457449-10--XS502.dwg CONCRETE ENCASED DUCT BANK REINFORCEMENT DETAILS
SITE ELECTRICAL
XE-101 SA-457449-10--XE101.dwg SITE ELECTRICAL PLAN XE-501 SA-457449-10--XE501.dwg ELECTRICAL SITE DETAILS - SHEET 1 OF 4 XE-502 SA-457449-10--XE502.dwg ELECTRICAL SITE DETAILS - SHEET 2 OF 4 XE-503 SA-457449-10--XE503.dwg ELECTRICAL SITE DETAILS - SHEET 3 OF 4 XE-504 SA-457449-10--XE504.dwg ELECTRICAL SITE DETAILS - SHEET 4 OF 4 XE-601 SA-457449-10--XE601.dwg ELECTRICAL SCHEDULES XE-602 SA-457449-10--XE602.dwg COMPACT SUBSTATION C04-01 ONE-LINE DIAGRAM
SITE LIGHTING
XL-101 SA-457449-10--XL101.dwg SITE LIGHTING PLAN XL-501 SA-457449-10--XL501-03.dwg 3 AM 0003 SITE LIGHTING DETAILS
SITE TELECOMMUNICATIONS
XT-101 SA-457449-10--XT101-03.dwg 3 AM 0003 TELECOM SITE PLAN XT-501 SA-457449-10--XT501.dwg TELECOMMUNICATIONS DETAILS - SHEET 1 OF 4 XT-502 SA-457449-10--XT502.dwg TELECOMMUNICATIONS DETAILS - SHEET 2 OF 4 XT-503 SA-457449-10--XT503-03.dwg 3 AM 0003 TELECOMMUNICATIONS DETAILS - SHEET 3 OF 4 XT-504 SA-457449-10--XT504.dwg TELECOMMUNICATIONS DETAILS - SHEET 4 OF 4
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SA-457449-10B - SIMULATOR BUILDING - CONTINUED
SHEET ID FILE NO
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TITLEREV. NO. AM/COP
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STRUCTURAL
S-001 SA-457449-10B-S-001.dwg STANDARD ABBREVIATIONS S-002 SA-457449-10B-S-002.dwg STRUCTURAL GENERAL NOTES - SHEET 1 OF 6 S-003 SA-457449-10B-S-003.dwg STRUCTURAL GENERAL NOTES - SHEET 2 OF 6 S-004 SA-457449-10B-S-004.dwg STRUCTURAL GENERAL NOTES - SHEET 3 OF 6 S-005 SA-457449-10B-S-005-03.dwg 3 AM 0003 STRUCTURAL GENERAL NOTES - SHEET 4 OF 6 S-006 SA-457449-10B-S-006.dwg STRUCTURAL GENERAL NOTES - SHEET 5 OF 6 S-007 SA-457449-10B-S-007.dwg STRUCTURAL GENERAL NOTES - SHEET 6 OF 6 S-101 SA-457449-10B-S-101.dwg COMPOSITE FOUNDATION PLAN S-102 SA-457449-10B-S-102.dwg FOUNDATION LAYOUT PLAN - AREA A S-103 SA-457449-10B-S-103.dwg FOUNDATION LAYOUT PLAN - AREA B S-111 SA-457449-10B-S-111.dwg COMPOSITE SLAB ON GRADE PLAN S-112 SA-457449-10B-S-112.dwg SLAB ON GRADE PLAN - AREA A S-113 SA-457449-10B-S-113.dwg SLAB ON GRADE PLAN - AREA B S-121 SA-457449-10B-S-121.dwg COMPOSITE FIRST FLOOR FRAMING PLAN S-122 SA-457449-10B-S-122-03.dwg 3 AM 0003 FIRST FLOOR FRAMING PLAN - AREA A S-123 SA-457449-10B-S-123-03.dwg 3 AM 0003 FIRST FLOOR FRAMING PLAN - AREA B S-131 SA-457449-10B-S-131.dwg COMPOSITE INTERMEDIATE FRAMING PLAN S-132 SA-457449-10B-S-132.dwg INTERMEDIATE FRAMING PLAN - AREA A S-133 SA-457449-10B-S-133.dwg INTERMEDIATE FRAMING PLAN - AREA B S-141 SA-457449-10B-S-141.dwg COMPOSITE ROOF FRAMING PLAN S-142 SA-457449-10B-S-142.dwg ROOF FRAMING PLAN - AREA A S-143 SA-457449-10B-S-143.dwg ROOF FRAMING PLAN - AREA B S-144 SA-457449-10B-S-144.dwg LIGHTWEIGHT CONCRETE OVERLAY PLAN - AREA A S-145 SA-457449-10B-S-145.dwg LIGHTWEIGHT CONCRETE OVERLAY PLAN - AREA B S-201 SA-457449-10B-S-201.dwg STEEL FRAME ELEVATIONS - SHEET 1 OF 5 S-202 SA-457449-10B-S-202.dwg STEEL FRAME ELEVATIONS - SHEET 2 OF 5 S-203 SA-457449-10B-S-203.dwg STEEL FRAME ELEVATIONS - SHEET 3 OF 5 S-204 SA-457449-10B-S-204.dwg STEEL FRAME ELEVATIONS - SHEET 4 OF 5 S-205 SA-457449-10B-S-205.dwg STEEL FRAME ELEVATIONS - SHEET 5 OF 5 S-206 SA-457449-10B-S-206.dwg PRECAST PANEL ELEVATION S-401 SA-457449-10B-S-401.dwg ENLARGED PEDESTRIAN WALKWAY PLAN S-402 SA-457449-10B-S-402.dwg ENLARGED BOARDING LEVEL FRAMING PLAN S-403 SA-457449-10B-S-403.dwg ENLARGED CRANE PLAN S-501 SA-457449-10B-S-501.dwg TYPICAL FOUNDATION DETAILS - SHEET 1 OF 3 S-502 SA-457449-10B-S-502.dwg TYPICAL FOUNDATION DETAILS - SHEET 2 OF 3 S-503 SA-457449-10B-S-503.dwg TYPICAL FOUNDATION DETAILS - SHEET 3 OF 3 S-504 SA-457449-10B-S-504.dwg PEDESTRIAN WALKWAY ELEVATION AND DETAILS S-505 SA-457449-10B-S-505.dwg TYPICAL PEDESTAL DETAILS - SHEET 1 OF 2 S-506 SA-457449-10B-S-506.dwg TYPICAL PEDESTAL DETAILS - SHEET 2 OF 2 S-507 SA-457449-10B-S-507.dwg TYPICAL WALKWAY SECTIONS S-521 SA-457449-10B-S-521.dwg BASE PLATE DETAILS S-522 SA-457449-10B-A-522.dwg BRACE CONNECTION DETAILS - SHEET 1 OF 4 S-523 SA-457449-10B-A-523.dwg BRACE CONNECTION DETAILS - SHEET 2 OF 4 S-524 SA-457449-10B-A-524.dwg BRACE CONNECTION DETAILS - SHEET 3 OF 4 S-525 SA-457449-10B-A-525.dwg BRACE CONNECTION DETAILS - SHEET 4 OF 4 S-526 SA-457449-10B-A-526-03.dwg 3 AM 0003 STEEL SECTIONS S-527 SA-457449-10B-A-527.dwg CRANE CONNECTION DETAILS - SHEET 1 OF 2 S-528 SA-457449-10B-A-528.dwg CRANE CONNECTION DETAILS - SHEET 2 OF 2 S-529 SA-457449-10B-A-529.dwg SIMULATOR DRAWBRIDGE DETAILS S-531 SA-457449-10B-S-532.dwg TYPICAL REINFORCING BAR DETAILS S-532 SA-457449-10B-S-532-03.dwg 3 AM 0003 TYPICAL SLAB-ON-GRADE DETAILS - SHEET 1 OF 2 S-533 SA-457449-10B-S-533.dwg TYPICAL SLAB-ON-GRADE DETAILS - SHEET 2 OF 2 S-534 SA-457449-10B-S-534.dwg TYPICAL FOUNDATION PROTECTION DETAILS S-535 SA-457449-10B-S-535.dwg TYPICAL CONCRETE DETAILS S-541 SA-457449-10B-S-541.dwg TYPICAL CONCRETE SLAB DETAILS S-542 SA-457449-10B-S-542.dwg TYPICAL CONCRETE BEAM DETAILS S-543 SA-457449-10B-S-543.dwg TYPICAL CONCRETE COLUMN DETAILS S-551 SA-457449-10B-S-551.dwg TYPICAL STEEL FRAMING DETAILS - SHEET 1 OF 4 S-552 SA-457449-10B-S-552.dwg TYPICAL STEEL FRAMING DETAILS - SHEET 2 OF 4 S-553 SA-457449-10B-S-553.dwg TYPICAL STEEL FRAMING DETAILS - SHEET 3 OF 4 S-554 SA-457449-10B-S-554.dwg TYPICAL STEEL FRAMING DETAILS - SHEET 4 OF 4 S-561 SA-457449-10B-S-561-03.dwg 3 AM 0003 TYPICAL CMU WALL DETAILS - SHEET 1 OF 4 S-562 SA-457449-10B-S-562.dwg TYPICAL CMU WALL DETAILS - SHEET 2 OF 4 S-563 SA-457449-10B-S-563.dwg TYPICAL CMU WALL DETAILS - SHEET 3 OF 4 S-564 SA-457449-10B-S-564.dwg TYPICAL CMU WALL DETAILS - SHEET 4 OF 4 S-601 SA-457449-10B-S-601.dwg CONCRETE BEAM SCHEDULE AND DETAIL S-602 SA-457449-10B-S-602.dwg CONCRETE COLUMN SCHEDULES AND DETAIL S-603 SA-457449-10B-S-603.dwg STEEL COLUMN SCHEDULE - SHEET 1 OF 2 S-604 SA-457449-10B-S-604.dwg STEEL COLUMN SCHEDULE - SHEET 2 OF 2 S-701 SA-457449-10B-S-701.dwg STAIR PLAN AND DETAILS - SHEET 1 OF 3 S-702 SA-457449-10B-S-702.dwg STAIR PLAN AND DETAILS - SHEET 2 OF 3 S-703 SA-457449-10B-S-703.dwg STAIR PLAN AND DETAILS - SHEET 3 OF 3 S-704 SA-457449-10B-S-704.dwg TYPICAL STAIR DETAILS
2.5 m
1 m
NOTE 1
PVC CONDUIT STUBBED UP
ADJACENT TO HANDHOLE,
NUMBER AND SIZE AS
REQUIRED
SET TOP OF CONCRETE
FOUNDATION 1000
ABOVE GRADE
COPPER EQUIP GND C
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POLE
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19 X 3 m
GROUND ROD
CIRCUIT CONDUCTORS &
CONDUIT TO NEXT POLE
ANCHOR BOLTS SHALL BE
AS RECOMMENDED BY
MANUFACTURER
FINISHED GRADE
CHAMFER ALL EDGES OF
CONCRETE BASE 15
HANDHOLE
POLE AS SPECIFIED
2.
1.
NOTES:
POLE BASE MINIMUM WIDTH SHALL BE EQUAL TO POLE BASE PLATE +300.
BACKFILL COMPACTED
STRUCTURAL FILL IN
MAX 200 LIFTS
SQUARE STRUCTURAL
CONCRETE
CLASS A FINISH
25 mm² INSULATED COPPER
GND C. ATTACHED TO
INTERNAL LUG WELDED TO
INTERIOR OF POLE
WHERE POLE BASE IS THE LAST BASE IN A SERIES, PROVIDE SPARE OUTGOING
CONDUIT FROM WITHIN POLE TO BENEATH GRADE AND CAP FOR FUTURE USE.
3.
POLE BASE OFFSET 2 m FROM MAIN ROADWAY PAVEMENT.
PRECAST REINFORCED
CONCRETE AS
SPECIFIED IN SECTION
03 40 00.00 10 - PLANT-PRECAST
CONCRETE PRODUCTS FOR
BELOW GRADE CONSTRUCTION
T E
T R
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M A
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B O
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U G
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A
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A N
S A
T L
A N
T I C
D
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A S
T
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I S
T R
I C
T
P
R I N
E
F
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D E
R I C
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D
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W I N
C H
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T E
R
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A
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B R
U A
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P L
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F I L
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A M
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A N
S I
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W
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Q A
S S
I M
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D I
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B I A
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Y A
L
S
A U
D I
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A N
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S
A
V I A
T I O
N
C
O M
M A
N D
P H
A S
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C
I L
I T
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S
A
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S I G
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B
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N
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M A
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S I Z
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B M
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T E
D
B
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D A
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C O
N T
R A
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B
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D R
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N
B
Y
I S
S U
E
D
A T
E
B
C
D
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F
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2 3 4 5 6 7 8 9 10
SHEET ID
US Army Corps of Engineers
U S
A
R M
Y
C
O R
P S
E
N G
I N
E E
R S
ALL DIMENSIONS AND/OR DIMENSIONS
SHOWN IN CALLOUTS/NOTES ARE IN
MILLIMETERS UNLESS OTHERWISE NOTED
P:\23308\127-23308-21001\CAD\MED_DRAWINGS\SA-457449-10\01_SITE DESIGN\230_XL_SITE LIGHTING\SA-457449-10--XL501-03.DWG 2022-04-26 BARRETT, PATRICK
AM 0003
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460±
"U"
60 TENON WITH
PROVISION FOR WIRING,
COORDINATE WITH LIGHT
FIXTURE AND STEEL
UPSWEPT BRACKET
GALVANIZED ROUND
TAPERED STEEL POLE
WIRING HANDHOLE MIN 65 X 125
(CLEAR OPENING) WITH COVER
AND STAINLESS STEEL SCREWS
INTERNAL GROUNDING LUG
TERMINATE CONDUITS INTERNALLY,
ADJACENT TO HANDHOLE
FULL BASE COVER - TWO-PIECE
GALVANIZED STEEL
CONCRETE FOUNDATION -
SEE DETAILS ON THIS SHEET.
R291
SCALE =
LUMINAIRE MOUNTING
ARMS
N.T.S.
FOR NOMINAL 50
SLIP FIT LUMINAIRE
14mm DIAMETER KEY
SLOT FOR 13mm
DIAMETER THRU BOLT
CABLE OPENING
14mm DIAMETER HOLE
FOR 13mm DIAMETER
THRU BOLT
NOTE:
ALL MOUNTING HARDWARE
FOR ARMS SHALL BE HOT-DIP
GALVANIZED.
12.7mm DIAMETER
THRU BOLTS
**REFER TO SITE PLANS FOR SPACING AND SETBACK DISTANCE.
SITE LIGHTING LUMINAIRE SCHEDULE
TYPE DESCRIPTION LUMENS WATTAGE DISTRIBUTION
SINGLE HEAD WITH MOTION SENSOR @4K
6000 55
TYPE III (ASYM)
TYPE III (ASYM)
460±
"U"
U=
60 TENON WITH
PROVISION FOR WIRING,
COORDINATE WITH LIGHT
FIXTURE AND STEEL
UPSWEPT BRACKET
GALVANIZED ROUND
TAPERED STEEL POLE
WIRING HANDHOLE MIN 65 X 125
(CLEAR OPENING) WITH COVER
AND STAINLESS STEEL SCREWS
INTERNAL GROUNDING LUG
TERMINATE CONDUITS INTERNALLY,
ADJACENT TO HANDHOLE
FULL BASE COVER - TWO-PIECE
GALVANIZED STEEL
CONCRETE FOUNDATION -
SEE DETAILS ON THIS SHEET.
6.
5.
4.
3.
2.
1.
7.
LUMINAIRE REQUIREMENTS:
HOUSING - DIE-CAST ALUMINUM WITH STAINLESS STEEL BAIL LATCH AND
HARDWARE.
HOUSING - MADE OF A LOW COPPER DIE CAST ALUMINUM ALLOY (A360), 2.5
THICKNESS. FINISH - MULTI-STAGE PRE-TREATMENT FINISHED WITH
BAKED-ON POLYESTER POWDER COAT.
OPTICAL SYSTEM - COMPOSED OF HIGH PERFORMANCE UV STABILIZED
OPTICAL GRADE POLYMER REFRACTOR LENSES TO ACHIEVE DESIRED
DISTRIBUTION OPTIMIZED TO GET MAXIMUM SPACING.
LIGHT ENGINE - COMPOSED OF 4 MAIN COMPONENTS: LED MODULE/OPTICAL
SYSTEM/HEAT SINK/DRIVER.
LED MODULE - COM POSED OF HIGH-PERFORMANCE WHITE LEDS. 4000
KELVIN COLOR TEMPERATURE WITH CRI 70.
CERTIFICATION - UL OR IEC EQUIVALENT LISTED AND CERTIFIED FOR WET
LOCATIONS.
MOUNTING - UNIVERSAL MOUNTING ARM, FITTED FOR ROUND OR SQUARE
POLE MOUNTING SUPPLIED WITH 1.5 mm²/3, 100 CABLE.
SCALE =
PRE-CAST BOLT-DOWN POLE
FOUNDATION CONDUIT
INSTALLATION
NTS
SCALE =
STEEL POLE -
ANCHOR-BASE,
MAST ARM MOUNT
NTS
SCALE =
SITE POLE MOUNT
LUMINAIRE
NTS
R291
ALUMINUM ARM
SINGLE ARM MOUNTING
DOUBLE ARM MOUNTING
PLAN
230±
240±
MOUNTING PLATE
1 m
POLE CAP
POLE CAP
FOR NOMINAL 50
SLIP FIT LUMINAIRE
14mm DIAMETER KEY
SLOT FOR 13mm
DIAMETER THRU BOLT
CABLE OPENING
14mm DIAMETER HOLE
FOR 13mm DIAMETER
THRU BOLT
NOTE:
ALL MOUNTING HARDWARE
FOR ARMS SHALL BE HOT-DIP
GALVANIZED.
12.7mm DIAMETER
THRU BOLTS
**REFER TO SITE PLANS FOR SPACING AND SETBACK DISTANCE.
TYPE 50 - 9m
TYPE 52 - 9m
**REFER TO SITE PLANS FOR
SPACING AND SETBACK DISTANCE.
SITE LIGHTING LUMINAIRE SCHEDULE
DESCRIPTION LUMENS WATTAGE DISTRIBUTION
SINGLE HEAD WITH MOTION SENSOR @4K
TWO HEAD WITH MOTION SENSOR @4K
WITH 1m ARM
6000 55
TYPE III (ASYM)
12000 110
TYPE III (ASYM)
SCALE =
EXTERIOR LIGHTING
CONTROL DIAGRAM
NTS
LC
20A
380V
PARKING LOT
LUMINAIRES
PROVIDE 1 CONTACTOR POLE
PER CIRCUIT
LIGHTING CONTROL PANEL
380V
20A
PHOTOCELL
CC
220V N
OFF
HAND AUTO
LC1
PUSH
TO TEST
R
CC
4-CONDUIT DUCT BANK
SCHEDULE 40
PVC CONDUIT
AS INDICATED
(TYP)
CONCRETE ENCASEMENT
PER SPECIFICATIONS
76 MINIMUM (TYP)
76 MINIMUM (TYP)
(TYP)
76 (TYP)
BEDDING COURSE
PER SPECIFICATION
100 MIN (TYP)
MINIMUM 1100 COVER OVER CONDUIT
UNDER ROADWAYS AND
HEAVY TRAFFIC AREAS
BURIED WARNING AND
IDENTIFICATION TAPE
M
I N
M
A X
UNDISTURBED
SUBGRADE
SCALE =
LOW VOLTAGE CONCRETE ENCASED CONDUIT -
SECONDARY SERVICE, UNDER ROADS AND PAVED
AREAS
NTS
NOTE:
PROVIDE QUANTITIES AND SIZES
OF CONDUITS PLUS (1) SPARE
AS INDICATED ON
ONE-LINE DIAGRAMS.
FINISH GRADE
CLEAN FILL
COMPACTED
EVERY 200 mm
BY CONTRACTOR
450 MINIMUM
300 MINIMUM
FINISH GRADE
DIRECT BURIED
SCHEDULE 40
PVC CONDUIT
(NUMBER AND SIZE
OF CONDUITS AS
REQUIRED)
102 mm MIN
SAND ABOVE
AND BELOW
CONDUIT
UNDERGROUND
TAPE
SCALE =
LOW VOLTAGE DIRECT
BURY
NTS
300 MINIMUM
R
E V
I S
W
A
M E
N D
M E
M A
Y
XFMR
XFMR
S W
S W
S W
LEARNING CENTER
BUILDING
CMH
RIM=650.47
INV =648.16
CMH
RIM=650.28
INV =648.44
CMH
RIM= 650.04
INV = 648.24
UGC UGC UGC UGC UGC UGC UGC
X X X X X
X
X
X
XX
LP
LP
LP
LP
EP
EP
EP
EP
EP
EP
C O
V E
R E
D
P
A R
K I N
G
G A
T E m
L F
2m CLF
2m CLF
W
LP
LPLP
LP
LP
LP
TRAINING AIDS
BUILDING
SIMULATOR
BUILDING - TYPE 2
T T
T T
T
T T T
HANDHOLE
4-WAY DUCT BANK
(2) 24 STRAND FOC
TERMINATE FOC TO EXISTING
CABLES AS DIRECTED BY RSLFAC
T E
T R
A
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K E
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A
D
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B O
R O
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S A
T L
A N
T
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D L
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A S
T
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I S
T R
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P
R I N
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D E
R I C
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W I N
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T E
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U A
P L
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F I L
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A M
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A N
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W
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Q A
S S
I M
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B I A
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P H
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I T
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I O
N
N
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S I G
N E
D
B
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D E
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N
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S U
B M
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B
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D A
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C O
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B
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N
B
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B
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2 3 4 5 6 7 8 9 10
SHEET ID
US Army Corps of Engineers
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
P:\23308\127-23308-21001\CAD\MED_DRAWINGS\SA-457449-10\01_SITE DESIGN\240_XT_SITE TELECOM\SA-457449-10--XT101-03.DWG 2022-04-26 BARRETT, PATRICK
ALL DIMENSIONS AND/OR DIMENSIONS
SHOWN IN CALLOUTS/NOTES ARE IN
METERS UNLESS OTHERWISE NOTED
AM 0003
B
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NORTH, SCALE & DIM. NOTE
N
TELECOM SITE PLAN
SIMULATOR BUILDING
1:400
WTP
BOQ-13
BLDG. 3-08
FA-18
FA-24
BLDG. 3-09
FA-23
FA-22
FA-25
FA-27
FA-26FA-28
FA-20
PARKING
FA-16
FA-15
FA-33
FA-34
14 CM
FA-31
FA-30
PARKING AREA
CB-12
V-35V-41
V-40
BLDG. 2-12
MAIN GATE
B-1
PARKING AREA
L-9
CL-11
CL-10
G-5
A-8
A-7
MH-4
M-3
HOUSE
VIP GUEST
BARRACKS
BLDG.
2-11
BLDG.553
BASKETBALL
VOLLEY BALL
FACILITIES
RECREATION
SOCCER FIELD
GRANDSTAND
M-49b
PARKING AREA
BLDG. 4-04
BLDG. 4-07
PARKING AREA
D-46A
D-43A
D-42A
D-42B
D-43B
D-44A
D-46B
D-45B
D-45A
D-44B
PARKING AREABLDG. 4-05
CPP-48
WH-47
WH-50
WH-2VEHICLES
FACILITIES
O & M DEPT.
WTP-53a
WTP-53b
PARKING
WTP-53
SLUDGE DRYING BED
PARKING
PARKING
PARKING
PARKING
MB-49a
O & M
BLDG.
B O Q
70B 62 61B 606364B67B 66 656870C70A
WORKSHOP
61A64A67A
PARADE GROUND
61C
77A 80A
MOSQUE
64C67C
78 80B
80C
77C
77B76
74B 74C74A
WAREHOUSE
MOSQUE
EXISTING AIRPORT FENCE
PR
STP
GB
OPEN
WHWHWH
MOSQUE
FA-32
FA-19
FA-17
FA-29
FA-21
M-49c
WH
WASH RACK FUEL PAD
PARKING
ASPHALT ROAD PARKING
MILITARY
OFFICE SUPPLY
OFFICE
EXISTING LIFT
STATION
MESS
PARKING
GH
W
ORKSHOP
PARKING PARKING
BARRACKS
BARRACKS
PARKING AREA
SOCCER
COURT
X
X X
X X
X
X
X
X
CAR
WASH
ASPHALT ROAD
ASPHALT ROAD
ASPHALT ROAD
ASPHALT ROAD
ASPHALT ROAD
ASPHALT ROAD
GAS STATION
GAS TANK
DEEP WELL
BOUNDARY WALL
TEL.
BOUNDARY W
ALL
EID MOSQUE
MAINTENANCE
HANGAR
EXISTING ASPHALT ROAD
O&M
O&M
V-38
V-36
V-37V-39
BLDG. 3-03 BLDG. 3-02BLDG. 3-01PARKING AREA
BLDG.
3-06
BLDG. 4-10
PARKING PAD
X
X X
TRANS
SWITCH
GEAR
SWITCH
GEAR
SWITCH
GEAR
ASPHALT ROAD
PROPOSED
CATCH BASIN
NURSERY
PLAYGROUND
KEY PLAN
1. SEE SHEET G-050 FOR LEGEND AND ABBREVIATIONS.
2. SEE SHEET G-051 FOR GENERAL NOTES
3. SEE CD-SERIES SHEETS FOR EXISTING CONDITIONS AND
DEMOLITION.
4. SEE C-SERIES SHEETS FOR CIVIL SITE PLAN.
5. SEE CL-SERIES SHEETS FOR SITE LAYOUT.
6. SEE CG-SERIES SHEETS FOR GRADING AND DRAINAGE.
7. SEE CU-SERIES SHEETS FOR COMBINED UTILITIES.
8. UTILITIES FOR PHASE 1 ARE NOT SHOWN. CONTRACTOR TO
VERIFY LOCATION OF ALL ABOVE AND BELOW GRADE UTILITIES
PRIOR TO CONSTRUCTION.
9. PROVIDE 2-24 STRAND FIBER OPTIC CABLE IN EACH DUCT BANK
TO CREATE A RING TOPOLOGY FOR THE SITE. NOT REQUIRED
FOR PAINT/ FLAMMABLE STORAGE FACILITY.
GENERAL NOTES
R
E V
I S
W
A
M E
N D
M E
M A
Y
BA
MATERIAL TYPE
BA
GALVANIZED STEEL 127mm
SCHEDULE 40 PVC
127mm
114mm
114mm
(3)3 CELL FLEXIBLE
MESH INNERDUCTS
PER 100mm DUCT
(9 INNERDUCTS TOTAL)
FINISHED GRADE
50mm
50mm
150mm m m m m m m
550mm
BACKFILL W/CLEAN NATIVE SOIL IN LAYERS TO
95% MODIFIED PROCTOR
PLASTIC, NON-BIODEGRADABLE
MAGNETIC MARKER STRIP, WORD
"COMMUNICATIONS" CONTINUOUSLY
PRINTED PLACE ON TOP OF SAND
BACKFILL WITH CLEAN, ROCK-FREE
SAND TO 95% MODIFIED PROCTOR
28MPa CONCRETE
ENCASEMENT
SCALE =
TELECOMMUNICATIONS
DUCT BANK
N.T.S.
SCALE =
TELECOMMUNICATIONS
CONDUIT
N.T.S.
SCALE =
CONDUIT SPACERS
N.T.S.
150mm
50mm
FINISHED GRADE
50mm
150mm m m m m m m
550mm
150mm
2-WAY
6-WAY
SCH40 100mm PVC
CONDUIT
120mm² BARE COPPER CONDUCTOR
INSULATED 6mm COPPER TRACER
WIRE
FINISHED GRADE
50mm
50mm
150mm m m m m m m
550mm
150mm
4-WAY
NOTES:
WHERE INSTALLED IN PAVED AREAS REFER TO
ASPHALT PAVEMENT SECTION FOR SURFACE TREATMENT
TETRA TECH100 NICKERSON ROADMARLBOROUGH, MA 0
TRANSATLANTIC MIDD
LE EAST DISTRICT
201 PRINCE FREDERIC
K DRIVE
WINCHESTER, VA 2260
FEBRUARY 2022PLOT DATE:
FILENAME:ANSI D
W912ER22R0028
QASSIM, KINGDOM OF
SAUDI ARABIA
ROYAL SAUDI LAND FO
RCES AVIATION COMM
AND
PHASE 2A FACILITIES
AND INFRASTRUCTUR
ESA-457449-10
SOLICITATION NO.:
DESIGNED BY:
DESCRIPTION
A
MARK
SIZE:SUBMITTED BY:
DATE
CONTRACT NO.:
CHECKED BY:DRAWN BY:
ISSUE DATE:
B
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SHEET ID
US Army Corps of Engineers
U.S. ARMY CORPS
OF ENGINEERS
ALL DIMENSIONS AND/OR DIMENSIONSSHOWN IN CALLOUTS/NOTES ARE INMILLIMETERS UNLESS OTHERWISE NOTEDP:\23308\127-23308-21001\CAD\MED_DRAWINGS\SA-457449-10\01_SITE DESIGN\240_XT_SITE TELECOM\SA-457449-10--XT503-03.DWG 2022-04-26 BARRETT, PATRICK ALL DIMENSIONS AND/OR DIMENSIONSSHOWN IN CALLOUTS/NOTES ARE INMETERS UNLESS OTHERWISE NOTED AM 0003
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B R
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P L
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F I L E
N A
M E
A N
S I
D
W
E R
R
Q A
S S
I M
K
I N
G D
S
A U
D I
A
R A
B I A
R O
Y A
L
S
A U
D I
L
A N
D
F
O R
C E
S
A
V I A
T I O
N
C
O M
M A
N D
P H
A S
E
C
I L
I T
I E
S
A
F R
A S
T R
U C
T U
R E
S A
S O
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
A
M A
R K
S I Z
E
S U
B M
I T
T E
D
B
Y
D A
T E
C O
N T
R A
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
I S
S U
E
D
A T
E
B
C
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F
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2 3 4 5 6 7 8 9 10
SHEET ID
US Army Corps of Engineers
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
ALL DIMENSIONS AND/OR DIMENSIONS
SHOWN IN CALLOUTS/NOTES ARE IN
MILLIMETERS UNLESS OTHERWISE NOTED
P:\23308\127-23308-21001\CAD\MED_DRAWINGS\SA-457449-10\01_SITE DESIGN\240_XT_SITE TELECOM\SA-457449-10--XT503-03.DWG 2022-04-26 BARRETT, PATRICK
AM 0003
SCALE =
UNDER ROADWAY CROSSINGS
NTS
ROAD SURFACE
GALVANIZED RIGID STEEL CONDUIT
1 ACTIVE, 1 SPARE
SAND LAYER
BACKFILL WITH CLEAN, ROCK-FREE
SAND TO 95% MODIFIED PROCTOR
28 MPa CONCRETE
ENCASEMENT
NOTE:
CONDUIT AND CONCRETE ENCASEMENT
SHALL EXTEND 1800mm BEYOND EDGE OF
ROADWAY.
UNDERGROUND
WARNING TAPE
B
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C
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N N
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B
O O
T H
B Y
S A
X
T D
W G
XT-503
S I T
E
D
E S
I G
N
T E
L E
C O
M M
U N
I C
A T
I O
T
A I L
S
S H
E E
C
C
O L L E
T
R
E V
I S
W
A
M E
N D
M E
M A
Y
GROUND FLOOR
100.000 m
TOF
99.000 m
FIRST FLOOR
104.200 m
BOARDING LEVEL
102.630 m
D
C
EI
LI
N
G H
T
C
EI
LI
N G
H T
C
R S
C
R S
CONCRETE SLAB-ON-
GRADE
BELOW SLAB VAPOR
BARRIER
CONCRETE FOUNDATION
ROOF TYPE RS-1
STEEL BEAM
SEE STRUCTURAL
CAST CONCRETE
BOND BEAM
W ATERPROOFING MEMBRANE
CEILING SYSTEM -
REFER TO REFLECTED
CEILING PLANS
CEILING SYSTEM -
REFER TO REFLECTED
CEILING PLANS
UH-60 OFT
B004
A-512
STRUCTURAL FRAMING -
SEE STRUCTURAL
DRAW INGS
GYPSUM W ALLBOARD
SOFFIT
GUARD RAIL BEYOND
COMPOSITE FLOOR
DECK - SEE STRUCTURAL
DRAW INGS
DUCTW ORK BEYOND -
SEE MECHANICAL
DRAW INGS
SPRINKLER SYSTEM -
SEE FIRE PROTECTION
DRAW INGS
RIGID GRID ACCESS
FLOORING
GROUND FLOOR
100.000 m
FIRST FLOOR
104.200 m
BRIDGE T.O.
MASONRY
105.200 m
200 150
STUCCO - 25 mm AT BRIDGE
FASCIA AND COLUMNS
27518251825
R 1825
125 mm PRECAST CONC PANEL
CAST-IN-PLACE PARAPET
50 mm AIRSPACE
EDGE OF SLAB EQ TO FACE
OF BEAM EQ TO FACE OF COL
6.5 7.5
FOOTING AND COLUMN
SUPPORT BEYOND
DOW NSPOUT & SPLASH
BLOCK BEYOND
EXTERIOR LIGHT FIXTURE -
SEE ELECTRICAL DRAW INGS
CONCRETE TOPPING - SLOPE PER
PLAN - PROVIDE BROOM FINISH OR
SIMILAR NON-SLIP SURFACE
DOW NSPOUT COLLECTOR
HEAD BEYOND
PRECAST CONCRETE CAP
W ITH THRU W ALL
FLASHING BELOW37
TOF
98.000 m
US Army Corps of Engineers ®
SHEET ID
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SHOW N IN CALLOUTS/NOTES ARE IN
MILLIMETERS UNLESS OTHERW ISE NOTED
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1 WALL SECTION
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2 PEDESTRIAN WALKWAY SECTION
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REFER TO FINISH SCHEDULE
FOR W ALL FINISH
PORCELAIN TILE BASE. MITER AT ALL
INSIDE AND OUTSIDE CORNERS
100mm PORCELAIN BASE
GROUT
PORCELAIN TILE FLOOR
BULLNOSE EDGE-TYP
COORDINATE FLOOR DRAIN
ADJUSTED HEIGHT W ITH FINISH
FLOOR MATERIAL INSTALLATION
NEW FLOOR DRAIN
NEW THICK SET
FLOOR TILE
TAPER MORTAR BED AS SHOW N TO
ACHIEVE SLOPE FOR TILE
INSTALLATION. ALIGN TILE W ITH DRAIN
COVER
NEW SLAB
REFER TO "S" DRAW INGS. FOR
CONCRETE SLAB REQUIREMENTS
REFER TO SPECIFICATION SECTION
09 30 10 FOR TCNA TILE INSTALLATION
AND SLOPE REQUIREMENTS
NOTE:
REFER TO "P" PLANS FOR ALL
LOCATIONS OF FLOOR DRAINS, TYP
BOND COAT
PORCELAIN
FLOOR FINISH
SEALANT AND BACKER,
REFER TO SPECIFICATION
SECTION 07 92 00
MEMBRANECONCRETE SLAB
MORTAR BED
CONTROL JOINT/CONSTRUCTION
JOINT IN CONCRETE SLAB
BOND COAT
PORCELAIN
FLOOR FINISH
SEALANT AND BACKER,
REFER TO SPECIFICATION
SECTION 07 92 00
MEMBRANECONCRETE SLAB
CONTROL JOINT/CONSTRUCTION
JOINT IN CONCRETE SLAB
M
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5020050
TRAFFIC GRADE
DUCTILE IRON
CABLE TRENCH COVER
CONCRETE SLAB - SEE
STRUCTURAL DW GS
US Army Corps of Engineers ®
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SHOW N IN CALLOUTS/NOTES ARE IN
MILLIMETERS UNLESS OTHERW ISE NOTED
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PORCELAIN TILE BASE
1 : 5
FLOOR TILE W/ NEW DRAIN - THICK SET
1 : 5
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1 : 5
CONTROL JOINT - THIN SET
1:5
0.5m0.1m 0.4m0.3m0.2m0m
1 : 5
CABLE TRENCH DETAIL W/ COVER PLATING
R
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AIR BARRIERS
1. THE AIR BARRIER SHALL BE CONTINUOUS AROUND THE BUILDING ENVELOPE, AS INDICATED IN THE
BUILDING ENVELOPE REQUIREMENTS TABLE. THESE COMPONENTS SHALL FORM THE LIMIT OF THE AIR
BARRIER TESTING ENVELOPE
2. THE AIR BARRIER SHALL BE INSTALLED TO BRIDGE AND SEAL THE FOLLOW ING LOCATIONS:
A. CONNECTIONS OF W ALLS TO THE ROOF AIR BARRIER
B. CONNECTIONS OF W ALLS TO THE FOUNDATIONS
C. SEISMIC AND EXPANSION JOINTS
D. OPENINGS AND PENETRATIONS OF W INDOW AND DOOR FRAMES
E. PIPING, CONDUIT, DUCT AND SIMILAR PENETRATIONS
F. MASONRY TIES, SCREW S, BOLTS AND SIMILAR PENETRATIONS
G. ALL OTHER AIR LEAKAGE PATHW AYS IN THE BUILDING ENVELOPE
3. LIQUID APPLIED OR MEMBRANE BARRIERS INCLUDING SELF ADHESIVE MEMBRANE FLASHING SERVING AN AIR BARRIER FUNCTION SHALL HAVE AN AIR PERMEANCE NOT TO EXCEED 0.02L/sm @ 75Pa (0.004 cfm/sf2 @
0.3 wg) W HEN TESTED IN ACCORDANCE W ITH ASTM E2178.
4. THE AIR BARRIER MATERIAL OF EACH ASSEMBLY SHALL BE JOINED AND SEALED IN A FLEXIBLE MANNER TO THE AIR BARRIER MATERIAL OF ADJACENT ASSEMBLIES ALLOW ING FOR RELATIVE MOVEMENT OF THESE
ASSEMBLES AND COMPONENTS.
5. THE AIR BARRIER MUST BE SUPPORTED SO AS TO W ITHSTAND THE MAXIMUM POSITIVE AND NEGATIVE AIR PRESSURE TO BE PLACED ON THE BUILDING W ITH OUT DISPLACEMENT OR DAMAGE AND TRANSFER
THE LOAD TO THE STRUCTURE.
6. PENETRATIONS ON THE AIR BARRIER MUST BE SEALED.
7. THE AIR BARRIER MUST BE DURABLE TO LAST THE ANTICIPATED SERVICE LIFE OF THE BUILDING.
8. REFER TO SPECIFICATIONS FOR AIR BARRIER REQUIREMENTS AND TESTING.
CMU OR FIBERGLASS
SHEATHING
W INDOW , DOOR OR
LOUVER OPENING
LIQUID APPLIED W ATER
RESISTIVE MEMBRANE AND AIR
BARRIER - APPLY OVER FLASHING
ADHESIVE BACKED AIR BARRIER
AND W ATER RESISTIVE
MEMBRANE FLASHING
CUT, LAP AND SPLICE FLASHING
AT CORNERS - TYPICAL
NOTE: BACKER ROD AND SEALANT(NOT
SHOW N) CONTINUE THE AIR BARRIER
SYSTEM TO THE COMPONENT IN THE
OPENING.
BUILDING ENVELOPE REQUIREMENTS
COMPONENTS ASSEMBLY
MAXIMUM U
INSULATION
(MIN. R-VALUE)
ITEM
ROOFS INSULATION ABOVE DECK USI - 0.284 RSI-3.5222
(R-20)
W ALLS INSULATION IN EXTERIOR
W ALL
USI - 0.437 RSI-2.2894 (R-13)
DOORS SW ING U - 0.50
GLAZING
(VERTICAL)
THERMAL TRANSMITTANCE
SOLAR HEAT GAIN (SHGC)
0.30 0.30
NONSW INGING U - 0.50
SOG UNHEATED SLAB RSI 2.64 (R-15) FOR 600mmF - 0.520
AIR BARRIER BOUNDARY
ROOF MEMBRANE (REFER TO
ROOF SYSTEM FOR MEMBRANE
LOCATION)
FLUID APPLIED
AIR/VAPOR/W ATER BARRIER
(REFER TO EXTERIOR W ALL
TYPES FOR BARRIER
LOCATION)
CONCRETE SLAB
ENTIRE ASSEMBLY
ENTIRE ASSEMBLY
1. DEFINITIONS AND TERMS ARE FROM ANSI/ASHRAE/IESNA
STANDARD 90.1 2013
2. U-VALUES AND R-VALUES ARE FROM U.S. ARMY CORPS OF
ENGINEERS ERDC - CERL, ENERGY BRANCH, AND BASED ON
ANSI/ASHRAE/IESNA STANDARD 90.1 2013 APPENDIX A.
3. A CONTINUOUS PLANE OF AIR TIGHTNESS MUST BE TRACED
THROUGHOUT THE BUILDING ENVELOPE W ITH ALL MOVING
JOINTS MADE FLEXIBLE AND SEALED.
4. CONTRACTOR CAN INSTALL W HAT IT CONSIDERS TO BE
BETTERMENTS IN EACH SYSTEM W ITH THE APPROVAL OF THE
CONTRACTING OFFICER.
5. UNIT OF R-VALUES INDICATED ARE AS FOLLOW S:
R-VALUE: US UNIT h.ft2 o F/Btu
SI UNIT M2 K/W (OR EQUIVALENT TO M2 OC/W )
6. REFER TO DRAW ING DETAILS FOR THE LOCATION OF THE AIR
BARRIER IN ALL ASSEMBLIES.
AIR BARRIER AND INSULATION
US Army Corps of Engineers ®
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AIR BARRIER DETAIL
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TYPE
1. INSPECT REINFORCEMENT, INCLUDING PRESTRESSING TENDONS,
AND VERIFY PLACEMENT.
CONTINUOUS
SPECIAL
INSPECTION
PERIODIC
SPECIAL
INSPECTION
REFERENCED
STANDARDa
SBC 304: Ch. 20, 25.2, 25.3, 26.6.1 through 26.6.4
REQUIRED SPECIAL INSPECTIONS AND TESTS OF CONCRETE CONSTRUCTION
2. REINFORCING BAR W ELDING:
a. VERIFY W ELDABILITY OF REINFORCING BARS OTHER THAN
ASTM A706;
b. INSPECT SINGLE-PASS FILLET W ELDS, MAXIMUM 8 MM; AND
c. ALL OTHER W ELDS.
AW S D1.4
SBC 304:26.6.4
3. INSPECT ANCHORS CAST IN CONCRETE. SBC 304: 17.8.2
4. INSPECT ANCHORS POST-INSTALLED IN HARDENED CONCRETE
MEMBERS:
a. ADHESIVE ANCHORS INSTALLED IN HORIZONTALLY OR
UPW ARDLY INCLINED ORIENTATIONS TO RESIST SUSTAINED
TENSION LOADS.
b. MECHANICAL ANCHORS AND ADHESIVE ANCHORS NOT DEFINED IN 4.a.
SBC 304: 17.8.2.4
SBC 304: 17.1.2, 17.8.1
and 17.8.2
5. VERIFY USE OF REQUIRED DESIGN MIX. SBC 304: Ch. 19, 26.4.3, 26.4.4
6. PRIOR TO CONCRETE PLACEMENT, FABRICATE SPECIMENS FOR
STRENGTH TESTS, PERFORM SLUMP AND AIR CONTENT TESTS,
AND DETERMINE THE TEMPERATURE OF THE CONCRETE.
ASTM C172
ASTM C31
SBC 304: 26.12
7. INSPECT CONCRETE TO VERIFY PLACEMENT AND FOR PROPER
APPLICATION TECHNIQUES.
SBC 304: 26.5
8. INSPECT CURING AND VERIFY MAINTENANCE OF SPECIFIED
CURING TEMPERATURE AND TECHNIQUES. SBC 304: 26.5.3 through
26.5.5
9. INSPECT PRESTRESSED CONCRETE FOR:
a. APPLICATION OF PRESTRESSING FORCES; AND
b. GROUTING OF BONDED PRESTRESSING TENDONS.
SBC 304: 26.10
10. INSPECT ERECTION OF PRECAST CONCRETE MEMBERS. SBC 304: 26.9
12. INSPECT FORMW ORK FOR SHAPE, LOCATION AND DIMENSIONS OF
THE CONCRETE MEMBER BEING FORMED.
SBC 304: 26.11
13. INSPECT SHOTCRETE PLACEMENT FOR PROPER APPLICATION
TECHNIQUES, MATERIALS, AND TESTING.
SBC 201: 1908
X
X
X
X
X X
X
X
X
X
X
X
X
X
X
X
11. VERIFY IN-SITU CONCRETE STRENGTH, PRIOR TO STRESSING OF
TENDONS IN POST-TENSIONED CONCRETE AND PRIOR TO
REMOVAL OF SHORES AND FORMS FROM BEAMS AND
STRUCTURAL SLABS.
SBC 304: 26.10.2 and 26.11.2
-- X
a. SPECIFIC REQUIREMENTS FOR SPECIAL INSPECTION SHALL BE INCLUDED IN THE RESEARCH REPORT FOR THE ANCHOR ISSUED BY AN APPROVED SOURCE IN ACCORDANCE W ITH 17.8.2 IN SBC 304, OR OTHER QUALIFICATION PROCEDURES. W HERE SPECIFIC REQUIREMENTS ARE NOT PROVIDED, SPECIAL INSPECTION REQUIREMENTS SHALL BE SPECIFIED BY THE REGISTERED DESIGN PROFESSIONAL AND SHALL BE APPROVED BY THE BUILDING OFFICIAL PRIOR TO THE COMMENCEMENT OF THE W ORK.
CONCRETE INSPECTION TABLES
TYPE
1. VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS ARE
ADEQUATE TO ACHIEVE THE DESIGN BEARING CAPACITY.
CONTINUOUS
SPECIAL
INSPECTION
PERIODIC
SPECIAL
INSPECTION
TABLE 1705.6: REQUIRED SPECIAL INSPECTIONS AND TESTS OF SOIL
2. VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND
HAVE REACHED PROPER MATERIAL.
3. PERFORM CLASSIFICATION AND TESTING OF COMPACTED FILL
MATERIALS.
4. VERIFY USE OF PROPER MATERIALS, DENSITIES AND LIFT
THICKNESS DURING PLACEMENT AND COMPACTION OF
COMPACTED FILL.
-- X
X
X
X
5. PRIOR TO PLACEMENT OF COMPACTED FILL, INSPECT SUBGRADE
AND VERIFY THAT THE SITE HAS BEEN PREPARED PROPERLY. --
SOILS INSPECTION TABLES
NOTE:
1. SEE SPECIFICATION SECTION 31.00.00 - EARTHW ORK FOR
ADDITIONAL TESTING AND INSPECTION REQUIREMENT
1. SPECIAL INSPECTIONS AND STRUCTURAL TESTING SHALL BE PROVIDED BY AN INDEPENDENT THIRD PARTY TESTING AGENCY HIRED DIRECTLY BY THE PRIME CONTRACTOR FOR THE ITEMS IDENTIFIED IN THE TABLES PROVIDED ON DRAW ING SHEETS S-005 THROUGH S-007
AND IN OTHER AREAS OF THE CONSTRUCTION PLANS AND SPECIFICATIONS.
2. THE NAMES AND CREDENTIALS OF THE SPECIAL INSPECTORS TO BE USED SHALL BE SUBMITTED TO THE CONTRACTING OFFICER FOR
APPROVAL PER SBC 201, SECTION 1704.2.
3. DUTIES OF THE SPECIAL INSPECTOR:
a. THE SPECIAL INSPECTOR SHALL REVIEW ALL W ORK LISTED BELOW FOR CONFORMANCE W ITH THE APPROVED CONSTRUCTION PLANS
AND SPECIFICATIONS.
b. THE SPECIAL INSPECTOR SHALL FURNISH REPORTS THAT MEET THE MINIMUM REQUIREMENTS OF SBC 1704.2.4. SPECIAL INSPECTION
REPORTS SHALL BE FURNISHED TO THE CONTRACTING OFFICER ON A W EEKLY BASIS. ALL ITEMS NOT IN COMPLIANCE SHALL BE
BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION.
c. ONCE CORRECTIONS HAVE BEEN MADE BY THE CONTRACTOR, THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL REPORT TO THE CONTRACTING OFFICER STATING THAT THE W ORK REQUIRING SPECIAL INSPECTION W AS IN CONFORMANCE W ITH THE APPROVED
CONSTRUCTION PLANS AND SPECIFICATIONS.
4. DUTIES AND RESPONSIBILITIES OF THE CONTRACTOR:
a. THE CONTRACTOR SHALL SUBMIT A W RITTEN STATEMENT OF RESPONSIBILITY TO THE CONTRACTING OFFICER PRIOR TO
COMMENCEMENT OF W ORK. IN ACCORDANCE W ITH SBC 1704.2.1, THE STATEMENT OF RESPONSIBILITY SHALL CONTAIN ACKNOW LEDGEMENT OF THE SPECIAL INSPECTION REQUIREMENTS CONTAINED W ITH THIS "STATEMENT OF SPECIAL INSPECTIONS".
b. THE CONTRACTOR SHALL NOTIFY THE RESPONSIBLE SPECIAL INSPECTOR THAT W ORK IS READY FOR INSPECTION AT LEAST ONE
W ORKING DAY BEFORE SUCH INSPECTION IS REQUIRED.
c. ALL W ORK REQUIRING SPECIAL INSPECTION SHALL REMAIN ACCESSIBLE AND EXPOSED UNTIL IT HAS BEEN OBSERVED BY THE SPECIAL
INSPECTOR.
5. SEE THE "SPECIAL INSPECTION TABLES" FOR THE TYPES, EXTENTS AND FREQUENCY OF SPECIFIC ITEMS REQUIRING SPECIAL INSPECTIONS
AND STRUCTURAL TESTS AS PART OF THIS PROJECT.
6. SPECIAL INSPECTIONS AND NONDESTRUCTIVE TESTING OF STRUCTURAL STEEL AND STEEL DECK SPECIFIED ON SHEETS S-506 AND S-507 SHALL BE PROVIDED IN ACCORDANCE W ITH THE REQUIREMENTS OF SECTION 1705.2.1 OF SBC 201 AND W ITH THE APPLICABLE QUALITY
CONTROL AND ASSURANCE INSPECTION REQUIREMENTS OF SBC 306.
STATEMENT OF SPECIAL INSPECTIONS US Army Corps of Engineers ®
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1. SEE STANDARD STRUCTURAL DETAIL SHEETS FOR THE
FOLLOW ING INFORMATION:.
a. FOR STANDARD ABBREVIATIONS AND SYMBOLS SEE
SHEET S-001.
b. FOR GENERAL STRUCTURAL NOTES SEE SHEETS S-003, 004, 005.
c. FOR TYPICAL CONCRETE DETAILS SEE SHEETS S-531, 532, 533, 535.
d. FOR TYPICAL CONCRETE FRAMING DETAILS SEE SHEETS S-541, 542, 543.
e. FOR TYPICAL STEEL FRAMING DETAILS SEE SHEETS
S-551, 552, 553, 554
f. FOR TYPICAL CONCRETE MASONRY (CMU) DETAILS SEE
SHEETS S-561, 562, 563.
2. SEE SHEETS S-002 FOR GENERAL STRUCTURAL
NOTES AND INFORMATION SPECIFIC TO THIS FACILITY.
3. TOP OF STEEL BEAMS OTHER THAN BOARDING
PLATFORM = 104.050 m UNO
4. TOP OF STEEL AT BOARDING PLATFORM = 102.630 m.
5. TOP OF COMPOSITE CONCRETE/STEEL FLOOR DECK
ELEVATION= 104.200 m.
6. FOR COLUMN SIZES, SEE S-603 AND S-604.
7. 150 DENOTES SPAN OF 75 mm NORMAL W EIGHT CONCRETE SLAB ON 75 mm DEEP 20 GA GALVANIZED COMPOSITE STEEL DECK (TOTAL THICKNESS = 150 mm, SECTION MODULUS = 31,156 mm3/m, MOMENT OF INERTIA = 1,320,131 mm4/m) INSTALLED PERPENDICULAR TO
SUPPORTING STEEL MEMBERS AND REINFORCED W ITH
12 Ø REINFORCEMENT @ 300 mm OC, EW PLACED 25 mm FROM TOP OF SLAB. REFER TO S-553 FOR DECK
ATTACHMENT DETAILS.
8. REFER TO DRAW INGS OF ALL DISCIPLINES FOR REQUIRED
PENETRATIONS THROUGH THE CONCRETE DECK. THE
CONTRACTOR SHALL COORDINATE ROUGH OPENINGS
DIMENSIONS AND LOCATIONS W ITH THE EQUIPMENT
SUPPLIERS AND CONTRACT DRAW INGS. SEE SHEET S-553
FOR TYPICAL DECK PENETRATION DETAILS.
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DIM. NOTE & NORTH
ALL DIMENSIONS AND/OR DIMENSIONS
SHOW N IN CALLOUTS/NOTES ARE IN
MILLIMETERS UNLESS OTHERW ISE NOTED
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GENERAL NOTES
1. SEE STANDARD STRUCTURAL DETAIL SHEETS FOR THE
FOLLOW ING INFORMATION:.
a. FOR STANDARD ABBREVIATIONS AND SYMBOLS SEE
SHEET S-001.
b. FOR GENERAL STRUCTURAL NOTES SEE SHEETS S-003, 004, 005.
c. FOR TYPICAL CONCRETE DETAILS SEE SHEETS S-531, 532, 533, 535.
d. FOR TYPICAL CONCRETE FRAMING DETAILS SEE SHEETS S-541, 542, 543.
e. FOR TYPICAL STEEL FRAMING DETAILS SEE SHEETS
S-551, 552, 553, 554
f. FOR TYPICAL CONCRETE MASONRY (CMU) DETAILS SEE
SHEETS S-561, 562, 563.
2. SEE SHEETS S-002 FOR GENERAL STRUCTURAL
NOTES AND INFORMATION SPECIFIC TO THIS FACILITY.
3. TOP OF STEEL BEAMS OTHER THAN BOARDING
PLATFORM = 104.050 m UNO
4. TOP OF STEEL AT BOARDING PLATFORM = 102.630 m.
5. TOP OF COMPOSITE CONCRETE/STEEL FLOOR DECK
ELEVATION= 104.200 m.
6. FOR COLUMN SIZES, SEE S-603 AND S-604.
7. 150 DENOTES SPAN OF 75 mm NORMAL W EIGHT CONCRETE SLAB ON 75 mm DEEP 20 GA GALVANIZED COMPOSITE STEEL DECK (TOTAL THICKNESS = 150 mm, SECTION MODULUS = 31,156 mm3/m, MOMENT OF INERTIA = 1,320,131 mm4/m) INSTALLED PERPENDICULAR TO
SUPPORTING STEEL MEMBERS AND REINFORCED W ITH
12 Ø REINFORCEMENT @ 300 mm OC, EW PLACED 25 mm FROM TOP OF SLAB. REFER TO S-553 FOR DECK
ATTACHMENT DETAILS.
8. REFER TO DRAW INGS OF ALL DISCIPLINES FOR REQUIRED
PENETRATIONS THROUGH THE CONCRETE DECK. THE
CONTRACTOR SHALL COORDINATE ROUGH OPENINGS
DIMENSIONS AND LOCATIONS W ITH THE EQUIPMENT
SUPPLIERS AND CONTRACT DRAW INGS. SEE SHEET S-553
FOR TYPICAL DECK PENETRATION DETAILS.
US Army Corps of Engineers ®
SHEET ID
U .S
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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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FI
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GRAPHIC SCALE
KEY PLAN
DIM. NOTE & NORTH
ALL DIMENSIONS AND/OR DIMENSIONS
SHOW N IN CALLOUTS/NOTES ARE IN
MILLIMETERS UNLESS OTHERW ISE NOTED
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STEEL TO STEEL CONNECTION
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SLOTTED HOLE AND (2) 20Ø BOLTS @ 300
INSTALLED AT CENTER LINE OF SLOTTED HOLE
EXTERIOR W ALL SEE
ARCHITECTURAL
DRAW INGS
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STEEL BEAM PER PLAN
INTERIOR CMU W ALL
SEE ARCHITECTURAL
DRAW INGS
L203x152x12.7x400 LONG @ 1200 OC W /
VERT SLOTTED HOLE AND (2) 20Ø
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LINE OF SLOTTED HOLE (TYP T&B)
FINGER TIGHTEN BOLTED
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3 SIDES (TYP)
200 x 800 CAST-IN-PLACE
REINFORCED CONCRETE
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STEEL ANGLE W / SLOTTED
HOLE PARALLEL TO STEEL
BEAM AND (2) 20Ø BOLTS @ 300
INSTALLED AT CENTER LINE OF
SLOTTED HOLE (TYP T&B)
30 MIN
(TYP)
(2) 16Ø CONT. T&B
12Ø SIDE BARS @
200 EACH FACE
12Ø STIRRUPS @
200 O.C.
200 x 125 EMBEDDED
STAINLESS STEEL SLOTTED
INSERT W / ULTIMATE PULL
OUT CAPACITY OF 96 kN, SHEAR CAPACITY OF 90 kN, AND AN AVAILABLE
ADJUSTMENT OF 90 mm
(TYP)
FIRST FLOOR TOS
104.050 m
FIRST FLOOR
104.200 m
CONCRETE SLAB ON
METAL DECK, SEE
PLAN
DECK CLOSURE
AND EDGE FORM
BY DECK SUPPLIER
STEEL TO STEEL
CONNECTION PER TYPICAL
DETAILS
INTERIOR CMU W ALL
SEE ARCHITECTURAL
DRAW INGS
L203x152x12.7x400 LONG @ 1200 OC W /
VERT SLOTTED HOLE AND (2) 20Ø
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LINE OF SLOTTED HOLE
15mm x 400 LONG @ 1200 OC PLATE W /
SLOTTED HOLE PARALLEL TO STEEL
BEAM AND (2) 20Ø BOLTS @ 300
INSTALLED AT CENTER LINE OF
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3 SIDES (TYP)
(2) 16Ø CONT. T&B
12Ø SIDE BARS @
200 EACH FACE
12Ø STIRRUPS @
200 O.C.
200 x 800 CAST-IN-
PLACE REINFORCED
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30 MIN
(TYP)
FIRST FLOOR TOS
104.050 m
FIRST FLOOR
104.200 m
STEEL
BEAM PER
PLAN
EXTERIOR W ALL SEE
ARCHITECTURAL
DRAW INGS
200 x 800 CAST-IN-
PLACE REINFORCED
CONCRETE BOND
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W / VERT SLOTTED HOLE AND (2) 20Ø
BOLTS @ 300 INSTALLED AT CENTER
LINE OF SLOTTED HOLE (TYP)
STEEL ANGLE W / SLOTTED
HOLE PARALLEL TO STEEL
BEAM AND (2) 20Ø BOLTS @
300 INSTALLED AT CENTER
LINE OF SLOTTED HOLE (TYP)
(2) 16Ø CONT. T&B
12Ø SIDE BARS @
200 EACH FACE
12Ø STIRRUPS @
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(TYP)
PRECAST PANEL TIE-
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DRAW INGS
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BOLTS INSTALLED AT CENTER LINE
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STEEL ANGLE W / SLOTTED
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BEAM AND (2) 20Ø BOLTS @
300 INSTALLED AT CENTER
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30 MIN
(TYP)
FIRST FLOOR TOS
104.050 m
FIRST FLOOR
104.200 m
CONCRETE SLAB ON
METAL DECK, SEE
PLAN
DECK CLOSURE
AND EDGE FORM
BY DECK SUPPLIER
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REINFORCED CONCRETE
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OC W / VERT SLOTTED HOLE AND
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300 INSTALLED AT CENTER
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12Ø SIDE BARS @
200 EACH FACE
12Ø STIRRUPS @
200 O.C.
BOTTOM FLANGE
BRACING PER
DETAIL 1/S-564
(TYP)
PANEL TO PANEL
CONNECTION
BEY…
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