ATTACHMENT D - 1852243_Att 8-5 Original Drawings.pdf
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- Attached to
- Demolish Canopy, Building 380, Dam Neck Annex
- Solicitation number
- N4008525R2580
About this file
This file contains original contract drawings from 2013 for a canopy structure at the SOF Gate at NAS Oceana Dam Neck Annex in Virginia Beach, VA. The drawings, created by Waller Todd & Saddler Architects, detail the specifications for an L-shaped steel space frame canopy structure supported by concrete columns.
The drawings include foundation plans showing 24"x24" concrete columns with detailed reinforcement specifications, roof framing plans depicting a pre-engineered space frame structure designed to support various loads (including 20 PSF live load and 6 PSF collateral dead load), architectural elevations showing a minimum 17'-6" clearance height, and detailed sections for roof drainage and fascia systems. The plans also include electrical drawings showing canopy lighting with red/green traffic control fixtures and lightning protection details. The structure's main span is approximately 54'-2" with a 42'-2" perpendicular wing, supported by reinforced concrete footings ranging from 7'x7' to 8'x8'.
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FACILITY 380 – DEMOLISH CANOPY eProjects WO#: 1852243
NAS OCEANA, DAM NECK ANNEX, VIRGINIA BEACH, VIRGINIA
***UNCLASSIFIED***
ATTACHMENT 8.5
ORIGINAL CONTRACT DRAWINGS, “P527 SOF PERIMETER
SECURITY & MAIN ENTRY IMPROVEMENT”, BY WALLER TODD
& SADDLER ARCHITECTS, 16 OCTOBER 2013
DAVID P. ISBELL AI
NI
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VFOHTLAEWNO
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M O
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No.
ARCH TI ECT
A
OF
1909 CYPRESS AVENUE
VIRGINIA BEACH, VA 23451
(757) 417 - 0140
SHEET
B
C
1 2 3 4 5
D
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE:
1 2 3 4 5
<<XX>>
CHIEF ENG/ARCH
BRANCH MANAGER
<<PM/DM>>
DES DRW CHK
SATISFACTORY TO DATE
DES
APPROVED
FOR COMMANDER NAVFAC
SY
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PR
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SC
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AS NOTED
N40085-09-D-5027-0005
SEAL
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DPR DLS DPR
1174158
14993
October 16, 2013
12655959
P527 SOF PERIMETER SECURITY & MAIN ENTRY
IMPROVEMENTS - SOF GATE CANOPY
NAS OCEANA DAM NECK ANNEX VIRGINIA BEACH, VA
/1
A1
S301C
A D
/1
1C1 24"x24" CONC. COL W/ 8-#8 VERT.
SPACED EQUALLY AROUND COL.
PERIMETER AND #5 TIES AT 12" O.C.
(U.O.N. IN SECTION) (TYP.)
F8.0
F8.0 8'-0" x 8'-0" x 2'-0" COLUMN
FOOTING W/ 9-#6 TOP AND
BOTT. EACH WAY (TYP)
C1 C1
F7.0 F7.0
F8.0
C1
C1 C1
F7.0 7'-0" x 7'-0" x 2'-0" COLUMN
FOOTING W/ 8-#6 TOP AND
BOTT. EACH WAY (TYP)
F7.0
8' - 0"
8' - 0"
CB
54' - 2 9/16" 42' - 2" 30' - 1 7/16"
C1
C1 C1
F8.0
F8.0
F7.0
C1
1. UNLESS OTHERWISE NOTED THUS (-_____) ON PLAN,
TOP OF ALL COLUMN FOOTINGS @ SOF GATE CANOPIES
SHALL BE AT ELEVATION 6.55, INDICATING ACTUAL
ELEVATION.
3. NO FOUNDATION WORK SHALL BE INSTALLED UNTIL ALL
UNDERGROUND UTILITIES, ETC. HAVE BEEN COORDINATED
WITH FOUNDATION LOCATIONS AND ELEVATIONS.
4. FOR GENERAL NOTES AND TYPICAL DETAILS, REFER TO
SHEETS S001G, S002G AND S003G.
SHEET KEY NOTES #
1. OUTLINE OF CANOPY ABOVE.
THE FOUNDATIONS AND COLUMNS HAVE BEEN DESIGNED BASED
UPON PRELIMINARY LOADING AND FRAME SUPPORT/COLUMN
LOCATIONS. SPACE FRAME SHOP DRAWINGS SHALL BE SUBMITTED
INCLUDING ALL SUPPORT/COLUMN LOCATIONS, AND REACTIONS.
STRUCTURAL ENGINEER OF RECORD SHALL REVIEW SHOP
DRAWINGS INCLUDING SPACE FRAME SUPPORT/COLUMN
REACTIONS/LOCATIONS AND ISSUE REVISED DRAWINGS, AS
REQUIRED TO SUPPORT ANY CHANGES, PRIOR TO ANY
FOUNDATION WORK. FOR LOADING REQUIREMENTS REFER TO
SHEET S102C.
A
OF
1909 CYPRESS AVENUE
VIRGINIA BEACH, VA 23451
(757) 417 - 0140
SHEET
B
C
1 2 3 4 5
D
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE:
1 2 3 4 5
<<XX>>
CHIEF ENG/ARCH
BRANCH MANAGER
<<PM/DM>>
DES DRW CHK
SATISFACTORY TO DATE
DES
APPROVED
FOR COMMANDER NAVFAC
S Y M
D A T E
A P P R
D E S C R
IP
T
IO
N
AS NOTED
N40085-12-R-4515
SEAL
A/E INFO
D E P A R T M E N T O F T H E N A V Y
N A V A L F A C
IL
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B E A C H , V A
D A M N E C K A N N E X
A
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PHONE: (757) 474-0612 FAX: (757) 474-0919
VIRGINIA BEACH, VIRGINIA, 23464
748 LORD DUNMORE DRIVE, SUITE 101
NRW
CONSULTING STRUCTURAL ENGINEERS
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S O F G A T E C A N O P Y F O U N D A T
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KEM MLM MLM
1174158
14994
October 16, 2013
1265596104'0 8' 16'
SCALE: 1/8"=1'-0"
1/8" = 1'-0"
SOF GATE CANOPY FOUNDATION PLAN
FOUNDATION PLAN NOTES
SPACE FRAME DESIGN CRITERIA
A1
S301C
A D
/1
/1
1 1
CB
54' - 2 9/16" 42' - 2" 30' - 1 7/16"
1. DATUM FOR ALL ELEVATIONS GIVEN ON THIS PLAN IS TOP OF
PAVEMENT @ HIGH POINT ELEV. 8.55 = 0'-0".
2. ROOF CONSTRUCTION SHALL BE A 1 1/2" DEEP 20 GAGE
GALVANIZED ROOF DECK SUPPORTED ON A PRE-ENGINEERED
SPACE FRAME ROOF STRUCTURE BEARING ON CONCRETE
COLUMNS. UNDERSIDE OF SPACE FRAMES SHALL BE A MINIMUM OF
17'-6" ABOVE THE HIGHEST PAVEMENT ELEV. (PAVEMENT @ SOF ELEV.
8.55)
3. PRE-ENGINEERED SPACE FRAME SHALL BE DESIGNED FOR THE
FOLLOWING LOADS IN ADDITION TO SELF-WEIGHT:
COLLATERAL DEAD LOAD: 6 PSF
ROOF LIVE LOAD: 20 PSF (REDUCIBLE)
WIND, SEISMIC, SNOW LOADS: REFER TO SHEET S001G.
4. FOR COLUMN SIZE SEE FOUNDATION PLAN.
5. FOR GENERAL NOTES AND TYPICAL DETAILS REFER TO SHEET
S001G, S002G AND S003G.
1. EXTENT OF CANOPY ROOF.
SHEET KEY NOTES #
A
OF
1909 CYPRESS AVENUE
VIRGINIA BEACH, VA 23451
(757) 417 - 0140
SHEET
B
C
1 2 3 4 5
D
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE:
1 2 3 4 5
<<XX>>
CHIEF ENG/ARCH
BRANCH MANAGER
<<PM/DM>>
DES DRW CHK
SATISFACTORY TO DATE
DES
APPROVED
FOR COMMANDER NAVFAC
S Y M
D A T E
A P P R
D E S C R
IP
T
IO
N
AS NOTED
N40085-12-R-4515
SEAL
A/E INFO
D E P A R T M E N T O F T H E N A V Y
N A V A L F A C
IL
IT
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S E N G
IN
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B E A C H , V A
D A M N E C K A N N E X
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PHONE: (757) 474-0612 FAX: (757) 474-0919
VIRGINIA BEACH, VIRGINIA, 23464
748 LORD DUNMORE DRIVE, SUITE 101
NRW
CONSULTING STRUCTURAL ENGINEERS
C :\U se rs \c om pu te r3 0.
N R W E N G
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S O F G A T E C A N O P Y R O O F F R A M
IN
G P
LA
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KEM MLM MLM
1174158
14995
October 16, 2013
12655961
1/8" = 1'-0"
SOF CANOPY ROOF FRAMING PLAN
ROOF FRAMING PLAN NOTES
4'0 8' 16'
SCALE: 1/8"=1'-0"
10 PSF
PERIMETER MEMBER OF
SPACE FRAME SHALL BE
FLAT SIDED TO
ACCOMMODATE FASCIA
ATTACHMENT.
(TYP @ PERIMETER OF
CANOPY/SPACE FRAME)
L-4x4x1/4 CONT
(GALV)
FOR FASCIA
FRAMING, REFER
TO ARCH.
DRAWINGS
STEEL ROOF DECK
RAIN LEADER (WHERE APPLICABLE),
ENCASE IN CONCRETE COLUMN.
FOR COL. SIZE AND REINF. REFER TO PLAN
BOTTOM OF TRUSS, 17'-6"
CLEAR MINIMUM FROM TOP
OF PAVEMENT BELOW (TYPICAL)
GRID/CENTERLINE OF
COLUMN & FOOTING
T Y P
FOR FOOTING SIZE
AND REINF. REFER
TO PLAN
FOR PAVING REFER
TO CIVIL DWGS.
COL. TIES, REFER TO PLAN
TOP OF COLUMN ELEVATION SHALL BE
COORDINATED WITH SPACE FRAME
MANUFACTURER
DOWELS TO MATCH
VERT. REINF.
U .O .N x B A R D
IA
C L R
3/4" CHAMFER @ CORNERS
12" X 12" X 3/4" TOP PLATE
W/ (4) 3/4"Ø X 1'-6" LONG HEADED
STUDS, WELDED TO PLATE
(GALV)., SUPPORT ON 4" GROUT
BED.
1 1/2"
SPACE COLUMN TIES AS SHOWN
AT TOP OF COLUMN
16' - 8"
TOP OF
COLUMN
17' - 9"
2"
S301C
B3
2"
362S162-54 STUDS
@ 16" O.C.
12 GAGE BENT PLATES W/
(4) #12 SCREWS @ STUD,
AND (4) PAF FASTENERS
@ ANGLE.
362S162-54 STUD
SUPPORT @ EACH
VERTICAL STUD, ATTACH
TO STUD & CLIP WITH (4)
#12 SCREWS
L-4x4x1/4 CONT. , PROVIDE 1" WIDE X 2" LONG
SLOTS IN HORIZONTAL LEG @ 2'-0" O.C. TO
WELD ANGLE TO THE TOP TUBE. WITH 1/4"
FILLET WELDS.
3" STEEL DECK, REFER
TO PLAN
TOP CHORD OF TRUSS
(TUBE) BY SPACE FRAME
MANUFACTURER
FOR FASCIA, ROOFING & INSULATION,
REFER TO ARCHITECTURAL
DRAWINGS.
A
OF
1909 CYPRESS AVENUE
VIRGINIA BEACH, VA 23451
(757) 417 - 0140
SHEET
B
C
1 2 3 4 5
D
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE:
1 2 3 4 5
<<XX>>
CHIEF ENG/ARCH
BRANCH MANAGER
<<PM/DM>>
DES DRW CHK
SATISFACTORY TO DATE
DES
APPROVED
FOR COMMANDER NAVFAC
S Y M
D A T E
A P P R
D E S C R
IP
T
IO
N
AS NOTED
N40085-12-R-4515
SEAL
A/E INFO
D E P A R T M E N T O F T H E N A V Y
N A V A L F A C
IL
IT
IE
S E N G
IN
E E R
IN
G C O M M A N D
V
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B E A C H , V A
N A S O C E A N A
N A V A L
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B E A C H , V A
D A M N E C K A N N E X
A
B
C
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PHONE: (757) 474-0612 FAX: (757) 474-0919
VIRGINIA BEACH, VIRGINIA, 23464
748 LORD DUNMORE DRIVE, SUITE 101
NRW
CONSULTING STRUCTURAL ENGINEERS
C :\U se rs \c om pu te r3 0.
N R W E N G
IN
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S301C
P S O F P E R
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E N T R Y I M P R O V E M E N T S O F
S O F G A T E C A N O P Y S T R U C T U R A L S E C T
IO
N S
KEM MLM MLM
1174158
14996
October 16, 2013
12655962
SECTION
1/2" = 1'-0"S101C
A1
S-102C
0 1' 2' 4'
SCALE: 1/2"=1'-0"
DETAIL
3" = 1'-0"S301C
B3
0 6" 1'
SCALE: 3"=1'-0"
3"
A201CB1
A201C
A201C
A201C
A1
B3
C1
TYP
A B C
54'-2 9/16" 42'-2" 30'-1 7/16"
'-2
'-1 5/
B1 A501C
'-2
'-3 1/
2"
96'-4" 36'-4 1/2"
'-5
1/ 2"
132'-8 1/2"
D
1/2" / 12"
1/2
1/2
1/2" / 12"
1/2
1/2" / 12"
HIP
ROOF PLAN LEGEND
DIRECTION OF ROOF SLOPE
ROOF DRAIN
LIGHTNING PROTECTION (GROUND ROD),
REFER TO ELECTRICAL DRAWINGS
DAVID P. ISBELL AI
NI
G
RI
VFOHTLAEWNO
M
M O
C
No.
ARCH TI ECT
A
OF
1909 CYPRESS AVENUE
VIRGINIA BEACH, VA 23451
(757) 417 - 0140
SHEET
B
C
1 2 3 4 5
D
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE:
1 2 3 4 5
<<XX>>
CHIEF ENG/ARCH
BRANCH MANAGER
<<PM/DM>>
DES DRW CHK
SATISFACTORY TO DATE
DES
APPROVED
FOR COMMANDER NAVFAC
SY
M
DA
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AP
PR
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SC
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PT
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N
AS NOTED
N40085-09-D-5027-0005
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PL
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DRP DLS DPI
1174158
14997
October 16, 2013
12655963
1/8" = 1'-0"
SOF CANOPY ROOF PLAN
KEYNOTES
1 2 PLY MODIFIED BITUMEN ROOF
2 ROOF DRAIN
3 TAPERED INSULATION
4 LIGHTNING PROTECTION SYSTEM, REFER
TO ELECTRICAL DRAWINGS
24'16'8'4'0 1/8"=1'-0"
T.O. DECK - SOF
CANOPY
22'-7 1/2"
FIN FL
0'-0"
4 4 4
T.O. DECK - SOF
CANOPY
22'-7 1/2"
FIN FL
0'-0"
A B C
D
T.O. DECK - SOF
CANOPY
22'-7 1/2"
FIN FL
0'-0"
1 2 3
4 4
T.O. DECK - SOF
CANOPY
22'-7 1/2"
FIN FL
0'-0"
ABC
D
DAVID P. ISBELL AI
NI
G
RI
VFOHTLAEWNO
M
M O
C
No.
ARCH TI ECT
A
OF
1909 CYPRESS AVENUE
VIRGINIA BEACH, VA 23451
(757) 417 - 0140
SHEET
B
C
1 2 3 4 5
D
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE:
1 2 3 4 5
<<XX>>
CHIEF ENG/ARCH
BRANCH MANAGER
<<PM/DM>>
DES DRW CHK
SATISFACTORY TO DATE
DES
APPROVED
FOR COMMANDER NAVFAC
SY
M
DA
TE
AP
PR
DE
SC
RI
PT
IO
N
AS NOTED
N40085-09-D-5027-0005
SEAL
A/E INFO
DE
PA
RT
ME
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NA
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P M
A201C
P
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- S O
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- E
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VA
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ON
S
DRP DLS DPI
1174158
14998
October 16, 2013
12655964
1/8" = 1'-0"A101C
CANOPY ELEVATIONB1
1/8" = 1'-0"A101C
CANOPY ELEVATIONC1
1/8" = 1'-0"A101C
CANOPY ELEVATIONB3
KEYNOTES
1 REINFORCED CONCRETE COLUMN,
REFER TO STRUCTURAL DRAWINGS
2 ALUMINUM COMPOSITE PANEL SYSTEM
3 STEEL TRUSS, SEE STRUCTURAL
DRAWINGS
4 LAMBS TONGUE, REFER TO DETAIL ON
SHEET A501C
1/8" = 1'-0"A101C
CANOPY ELEVATIONA1
24'16'8'4'0 1/8"=1'-0"
2'- 2"
4"
9 5/8"
1/2" / 12"
3"
141423
8" MINIMUM, TYP.
" A
BO
VE
G
RA
DE
DAVID P. ISBELL AI
NI
G
RI
VFOHTLAEWNO
M
M O
C
No.
ARCH TI ECT
A
OF
1909 CYPRESS AVENUE
VIRGINIA BEACH, VA 23451
(757) 417 - 0140
SHEET
B
C
1 2 3 4 5
D
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE:
1 2 3 4 5
<<XX>>
CHIEF ENG/ARCH
BRANCH MANAGER
<<PM/DM>>
DES DRW CHK
SATISFACTORY TO DATE
DES
APPROVED
FOR COMMANDER NAVFAC
SY
M
DA
TE
AP
PR
DE
SC
RI
PT
IO
N
AS NOTED
N40085-09-D-5027-0005
SEAL
A/E INFO
DE
PA
RT
ME
NT
O
F
TH
E
NA
VY
NA
VA
L F
AC
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DRP DLS DPI
1174158
14999
October 16, 2013
12655965
KEYNOTES
1 ALUMINUM COMPOSITE PANEL SYSTEM
2 CONTINUOUS SEALANT
3 3-5/8" METAL STUD FRAMING @ 16" O.C., AT BULK HEADS
4 1/2" GLASS MAT SHEATHING
5 STEEL ANGLE, SEE STRUCTURAL DRAWINGS
6 CONTINUOUS BACKER ROD AND SEALANT
7 TREATED WOOD BLOCKING
8 ALUMINUM COMPOSITE COPING
9 WRAP BITUMEN SHEET OVER WOOD BLOCKING
10 ALUMINUM COMPOSITE PANEL TERMINATION CLIP, PROVIDE
FASTENERS TO SECURE TO BLOCKING
11 (3) ROWS, 1/8" DIAMETER WEEP/VENT AT 1" O.C. CONTINUOUS
12 METAL COUNTER-FLASHING RECIEVER
13 2-PIECE METAL COUNTER-FLASHING
14 MODIFIED BITUMEN FLASHING
15 ROOF MEMBRANE SYSTEM MANUF APPROVED CUT-OFF
MASTIC
16 MODIFIED BITUMEN CAP SHEET
17 MODIFIED BITUMEN BASE SHEET
18 1/2" PROTECTION BOARD
19 2" RIGID INSULATION
20 STEEL TUBE, SEE STRUCTURAL DRAWINGS
21 METAL ROOF DECK, SEE STRUCTURAL DRAWINGS
22 36" X 36" 4 LB. LEAD FLASHING SET IN ASPHALT CEMENT
23 ROOF DRAIN
24 ROOF DRAIN PIPE
25 REINFORCED CONCRETE COLUMN, REFER TO STRUCTURAL
DRAWINGS
26 CAST BRONZE WALL FLANGE
27 CAST BRONZE NOZZLE
28 BIRD SCREEN
29 RAIN LEADER, REFER TO PLUMBING DRAWINGS
30 SEE STRUCTURAL DRAWINGS FOR CANOPY ROOF FRAMING
DETAILS AND CONNECTIONS
31 1/2" DIA. ANCHOR BOLTS W/NUT AND WASHERS STAGGERED
AT 24" O.C.
32 TAPERED RIGID INSULATION
3" = 1'-0"A101C
ROOF DETAILB1
3" = 1'-0"
TYPICAL ROOF DRAIN DETAIL
0 1" 6" 9"2" 3" 4" 5" 1' 3"=1'-0"
3" = 1'-0"
TYPICAL LAMBS TONGUE DETAIL
A
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IN/OUT IN/OUT IN/OUT IN/OUT
TRAFFIC CONTROLLER (TYPICAL)
IN/OUT
IN/OUT
TWO 4-GANG SWITCHBANKS
PANEL 'LG1'LIGHTING
CONTACTOR
SECURITY
BACKBOARD
CANOPY LIGHT FIXTURE (TYPICAL OF 14)
DETERENT SYSTEM SWITCH
ELECTRONIC BIRD
ALL FIXTURES IN THIS AREA
ARE TYPE " " U.O.NS
ALL FIXTURES IN THIS AREA
ARE TYPE " " U.O.NS
G R G R
G R
OUT OUT
G R G R ININ G R IN
OUT
2 2
G R OUT
G R IN
12 12 12
1213 LG1-3
101010
1/8" = 1'-0" 0' 5' 10' 20' 30'
GRAPHIC SCALE
29 N. Kings Way
Hampton,Virginia 23669-3503 Phone: (757) 722-7074 Fax: (757) 722-9092
A
OF
1909 CYPRESS AVENUE
VIRGINIA BEACH, VA 23451
(757) 417 - 0140
SHEET
B
C
1 2 3 4 5
D
NAVFAC DRAWING NO.
CONSTR. CONTR. NO.
EPROJECT NO.:
SCALE:
1 2 3 4 5
<<XX>>
CHIEF ENG/ARCH
BRANCH MANAGER
<<PM/DM>>
DES DRW CHK
SATISFACTORY TO DATE
DES
APPROVED
FOR COMMANDER NAVFAC
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RJP RJP SCN
149101
2013 OCT 16
12655967
SCALE: 1/8" = 1'-0"
SOF SOUTH GATE CANOPY - LIGHTING
SHEET KEYNOTES
1. TO CIRCUIT HU-1 VIA LIGHTING CONTACTOR IN ELECTRICAL ROOM 107 IN
VISITOR CENTER. PROVIDE ONE 1" CONDUIT WITH 2#10 AND 1#10 GND FROM
POWER HANDHOLE. SEE SHEET ES102S IN SOF PACKAGE FOR LOCATION OF
POWER HANDHOLE.
2. CONNECT TO SWITCHBANK IN GUARD HOUSE. GREEN/RED LIGHT CANOPY
DETAIL THIS SHEET.
GENERAL NOTES
A. FOR DETAILS AND LIGHT FIXTURE SCHEDULE SEE SHEETS E501D THROUGH
E505D IN SOF PACKAGE.
B. FOR PANELBOARD SCHEDULES SEE SHEETS E601S AND E602S IN SOF
PACKAGE.
SCALE: NOT TO SCALE
SOF CANOPY GREEN/RED LIGHT ELEVATION
3. PROVIDE ONE 1" CONDUIT, EACH WITH 3#12 AND 1#12 GROUND FROM
SWITCHBANK IN GUARD HOUSE TO JUNCTION BOX, ENCASE CONDUIT IN
CONCRETE COLUMN.
4. RUN CONDUITS PARALLEL TO CANOPY SUPPORT STRUCTURE FOR
CONCEALMENT.
5. GREEN/RED LIGHT, FOUR FOR INCOMING AND FOUR FOR OUTGOING TRAFFIC.
SUPPORT TO CANOPY STRUCTURE AS REQUIRED. CENTER LIGHT FIXTURE OVER
ASSOCIATED LANE.
5 TYPICAL
6. PROVIDE FOUR 1/2" CONDUITS FROM INCOMING TRAFFIC JB AND FOUR 1/2"
CONDUITS FROM OUTGOING JB, EACH WITH 3#12 AND 1#12 GROUND TO
TRAFFIC CONTROLLER'S OF ASSOCIATED GREEN/RED LIGHT.
7. PROVIDE ONE 3/4" CONDUIT TO JUNCTION BOX, ENCASED IN CONCRETE
COLUMN, FOR CANOPY LIGHTING CIRCUIT.
8. CONNECT TO METAL HALIDE FIXTURES. SEE CANOPY LIGHTING PLAN THIS
SHEET.
9. POWER JUNCTION BOX FOR CCTV POWER.
10. CCTV SECURITY CAMERA. PROVIDED AND INSTALLED BY SECURITY
CONTRACTOR.
11. CONNECT TO POWER JUNCTION BOX.
12. CONNECT TO SECURITY JUNCTION BOX.
12121212 11 11 11 11
13. CCTV SECURITY JUNCTION BOX.
14. MOUNT LIGHT FIXTURES SO THAT THE BOTTOM OF THE LIGHT FIXTURE IS
FLUSH WITH THE BOTTOM OF THE CANOPY CHORD.
15. PROVIDE ONE 1" CONDUIT TO ELECTRONIC BIRD DETERENT SYSTEM. PROVIDE
WIRING PER MANUFACTURER'S REQUIREMENTS.
| 1853723_Att 8-5 Cover Sheet |
| Attachment 8-5 Original Contract Drawings |
File details come from the government source that posted it. Updated .