Attachment 4 Drawings Electric Power Resiliency Bldg.59.pdf
PDF 22 MB Posted
- Attached to
- Electric Power Resiliency - Bldg. 59 Federal contract opportunity
- Solicitation number
- SP330021B0001
- Issued by
- Defense Logistics Agency Distribution
About this file
This solicitation is for electric power resiliency upgrades to Building 59 at a Defense Logistics Agency Distribution facility. The contractor will be responsible for designing and installing a 300 kW roof-mounted solar photovoltaic system. Key requirements include interconnecting the PV system to the existing electrical service, using PV-generated power to offset on-site consumption, designing for appropriate wind and ballast loads, sealing all roof penetrations to maintain warranty, and safely interfacing the new system with the base-wide electrical distribution through inverters and appropriate disconnects and grounding. The contractor must complete all work in accordance with provided specifications, scope of work, and drawings.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Bid Abstract 21B0001 signed.pdf | ||
| Amendment 0001 SP330021B00010001.pdf | ||
| Attachment 2 SOW SolarPV Bldg.59 REVISED as of 0001.pdf | ||
| Site Visit Attendance Sheet for SP330021B0001.pdf | ||
| Attachment 8 SF24-Bid Bond AUG16.pdf | ||
| Attachment 9 Visitor-Contractor Pre_Enrollment.xlsx | XLSX spreadsheet | |
| SP330021B0001.pdf | ||
| Attachment 1 Applicable Wage General Decision Number CA20210018 16JUL21.pdf | ||
| Attachment 3 Specifications Electric Power Resiliency Bldg.59.pdf | ||
| Attachment 7 SF25A-Payment Bond AUG16.pdf | ||
| Attachment 2 SOW SolarPV Bldg.59.pdf | ||
| Attachment 5 Submittal Register SolarPV Bldg.59 .pdf | ||
| Attachment 6 SF25-Performance Bond AUG16.pdf |
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Text version
Site Location [NOT SUPPLIED]
DAK0013
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PROJECT LOCATION
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ELECTRIC POWER RESILIENCY BUILDING 59 DDJC
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PROJECT LOCATION
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A-203
A-204 1
A-201
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CAGED LADDER TO ROOF
SEE 4/A-402
CAGED LADDER TO ROOF
SEE 4/A-402
DAVIT CRANE
DAVIT CRANE
INSULATED ANODIZED ALUMINUM FIRE WATER RISER
COVER, TYPICAL
ROOF AT FIRE WATER
RISER ROOM
ROOF AT FIRE WATER RISER ROOM
INSULATED ANODIZED
ALUMINUM FIRE WATER RISER
COVER, TYPICAL
INSULATED ANODIZED
ALUMINUM FIRE WATER
RISER COVER, TYPICAL
ROOF AT FIRE WATER
RISER ROOM
ROOF AT FIRE WATER RISER ROOM
INSULATED ANODIZED
ALUMINUM FIRE WATER RISER
COVER, TYPICAL
INSULATED ANODIZED
ALUMINUM FIRE
WATER RISER COVER,
TYPICAL
ROOF AT ADMIN. AREA
ROOF AT COMMUNICATIONS ROOM
WHITE COLOR - REINFORCED SINGLE PLY POLYVINYL
CHLORIDE (PVC) ROOF MEMBRANE - MECHANICALLY
FASTENED APPLICATION OVER 1/2" THK. COVER BOARD
AND (R-38) RIGID INSULATION OVER METAL DECK
WALKWAY PADS
WALKWAY PADS
RIDGE LINE
/4
/4
ROOF FALL ARREST SAFETY ANCHORS -
(4) ANCHORS @ EACH BAY TYPICAL
ROOF FALL ARREST SAFETY ANCHORS -
(4) ANCHORS @ EACH BAY TYPICAL
SEE DETAIL 4/A-404
PREFINISHED METAL GUTTER
PREFINISHED METAL GUTTER
PREFINISHED METAL GUTTER
ROOF EXP. JT. COVER
ROOF EXP. JT. COVER
ROOF EXP. JT. COVER
OVERHEAD BRACED
ALUMINUM CANOPY
OVERHEAD BRACED
ALUMINUM CANOPY
OVERHEAD BRACED
ALUMINUM CANOPY
ROOF FALL ARREST SAFETY ANCHORS -
(4) ANCHORS @ EACH BAY TYPICAL
ROOF FALL ARREST
SAFETY ANCHORS - (4)
ANCHORS @ EACH BAY
TYPICAL. SEE 4/A-404 (TYP)
A-312
A-311
1/4" / 12" 1/4" / 12"
ROOF ACCESS HATCH
A-404
A-403
A-403
A-404
A-403
Sim 2
A-403
Sim
A-403
Sim
A-403
Sim
A-403
Sim
A-403
Sim
SKYLIGHT (TYPICAL)
(SEE DETAIL 1/A-405)
NOTE:
COORDINATE SKYLIGHTS BETWEEN GIRDERS.
MIN. DISTANCE BETWEEN GIRDER AND NUMBERED GRID IS 2'-0"
10'-8 13/16"
No. C-24273
ROBERT W.
KELTNER
RENEWAL DATE
L I C E N S E D A R C H I T E C
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T E O F C A L I F O R
N I A3/31/2017
US Army Corps of Engineers ®
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ELECTRIC POWER RESILIENCY BUILDING 59
REFERANCE DRAWING NOT FOR CONSTRUCTION
FIN. FLOOR
0"
A-201
A-201
A-201
12347891011121314151617181920 5
FINISH GRADE
-4'-0"
TOP OF WALL
33'-0"
TOP OF WALL -
ADMIN
15'-4"
FIN. FLOOR
0"
1314151617181920
A-205
FINISH GRADE
-4'-0"
30'-4" 9'-0" 8'-0" 8'-0" 9'-0" 16'-0" 9'-0" 8'-0" 33'-0" 9'-0" 8'-0" 8'-0" 9'-0" 16'-0" 9'-0" 8'-0" 8'-0" 9'-0" 33'-0"
EJ COVER
DS
CJ
CJ DS
CJ DS DS CJ
TOP OF WALL
33'-0"
DS DS
PREMANUF. CANOPY
DS
INSULATED ANODIZED
ALUMINUM FIRE WATER
RISER COVER, TYPICAL
CJ
CAGED
LADDER TO
ROOF
DAVIT CRANE
RAMP
AL-1 AL-1 AL-1 AL-1 AL-1 AL-1 AL-1 AL-1 AL-1 AL-1 AL-1 AL-1AL-1 AL-1
SKYLIGHTS
(TYP)
TOP OF PARAPET
41'-0"
MECHANICAL
LOUVER
FIN. FLOOR
0"
A-301
123478 5
A-312
A-311
FINISH GRADE
-4'-0"
33'-0" 9'-0" 8'-0" 8'-0" 9'-0" 16'-0" 9'-0" 8'-0" 8'-0" 9'-0" 30'-4"
8' TALL CHAIN
LINK FENCE
DS
DS
DS DS
EJ COVER CJ CJ CJ CJ
CJ
CJ
CJ
SPLIT FACED CMU
PRECAST
INSULATED ANODIZED
ALUMINUM FIRE WATER
RISER COVER, TYPICAL
TOP OF WALL
33'-0"
DS
TOP OF WALL -
ADMIN
15'-4"
CJ CJ
DAVIT CRANE
CAGED LADDER TO ROOF
AL-1 AL-1 AL-1 AL-1
AL-2 AL-2 AL-2 AL-2 AL-2
AL-1 AL-1 AL-1 AL-1
PREFIN. MTL.
LOUVER
SKYLIGHT
(TYP)
RAMP
CONC.
COLOR BAND-
ACCENT COLOR
FIN. FLOOR
0"
7891011121314
A-311
A-314
FINISH GRADE
-4'-0"
33'-0" 9'-0" 8'-0" 8'-0" 9'-0" 16'-0" 9'-0" 8'-0" 8'-0" 9'-0" 16'-0" 9'-0" 8'-0" 8'-0" 9'-0" 16'-0" 9'-0" 8'-0" 8'-0" 9'-0" 33'-0"
EJ
DS
DS
EJ COVER
DSCJ
CJ
CJ
CJCJ
CJ
DOCK SEALDOCK SEAL
DOCK BUMPER
INSULATED ANODIZED
ALUMINUM FIRE WATER
RISER COVER, TYPICAL
SPLIT
FACED
CMU (TYP)
OH DOOR
TOP OF WALL
33'-0"
ALUMN.
WINDOW
(TYP)
PREMANUF. CANOPY
(TYP)
AL-1 AL-1AL-1AL-1AL-1AL-1AL-1AL-1 AL-1 AL-1AL-1AL-1 AL-1AL-1 AL-1 AL-1
RAMP
PIPE BOLLARD
SPLIT
FACED
CMU
SKYLIGHT (TYP)
No. C-24273
ROBERT W.
KELTNER
RENEWAL DATE
L I C E N S E D A R C H I T E C
T
S T
A
T E O F C A L I F O R
N I A3/31/2017
US Army Corps of Engineers ®
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9-30-2015
1" = 30'-0"A-201
1 WEST ELEVATION - OVERALL
3/32" = 1'-0"A-201
2 WEST ELEVATION - BAY 1
3/32" = 1'-0"A-201
4 WEST ELEVATION - BAY 3
3/32" = 1'-0"A-201
3 WEST ELEVATION - BAY 2
M A
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08'
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REFERENCE DRAWING NOT FOR CONSTRUCTION
Text Box
MSWB LOCATION IN FENCED AREA
Line
A-202
2 A-202
PONMLKJHGFEDCBA
FIN. FLOOR
0"
A-302
H
GFEDCBA
FINISH GRADE
-4'-0"
CAGED
LADDER TO
ROOF
BOLLARD
6'-0" 8'-0" 8'-6" 8'-6" 9'-0" 7'-5" 8'-6" 8'-0" 8'-6" 7'-7" 9'-0" 8'-6" 8'-6" 8'-0" 6'-0"
CJ CJ CJ CJ
CJ
CJ CJ CJ CJ
CJ
CJ
TOP OF WALL
33'-0"
DAVIT CRANE
AL-1 AL-1 AL-1 AL-1 AL-1 AL-1 AL-1 AL-1 AL-1 AL-1 AL-1 AL-1
TOP OF PARAPET
41'-0"1/4" / 12"
PREFIN. MTL.
COPING
DS
PREMANUF.
CANOPY
COLOR BAND-
ACCENT COLOR
FIN. FLOOR
0"
PONMLKJH
TILT UP CONC PANEL
6'-0" 8'-0" 8'-6" 8'-6" 9'-0" 6'-0" 8'-0" 12'-0" 8'-0" 6'-0" 9'-0" 8'-6" 8'-6" 8'-0" 6'-0"
CJ CJ CJ CJ
CJ
CJ CJ CJ CJ CJ
PREFIN. MTL. COPING
MTL. GUARDRAIL
- PAINT
TOP OF WALL
33'-0"
TOP OF WALL -
ADMIN
15'-4"
INSULATED ANODIZED
ALUMINUM FIRE WATER RISER
COVER, TYPICAL
AL-1 AL-1 AL-1 AL-1 AL-1 AL-1 AL-1 AL-1 AL-1 AL-1 AL-1 AL-1
TOP OF PARAPET
41'-0" 1/4" / 12"
DS
COLOR BAND-
ACCENT COLOR
No. C-24273
ROBERT W.
KELTNER
RENEWAL DATE
L I C E N S E D A R C H I T E C
T
S T
A
T E O F C A L I F O R
N I A3/31/2017
US Army Corps of Engineers ®
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1 SOUTH ELEVATION - OVERALL
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2 SOUTH ELEVATION - GRID LINE A TO H
3/32" = 1'-0"A-202
3 SOUTH ELEVATION - GRID LINE H TO P
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A-203
A-203
A-203
1 2 3 4 7 8 9 10 11 12 13 14 15 16 17 18 19 205 6
FIN. FLOOR
0"
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A-314
A-311
FINISH GRADE
-4'-0"
9'-0"16'-0"9'-0"33'-0"33'-0"9'-0"8'-0"8'-0"9'-0"16'-0"9'-0"8'-0"8'-0"9'-0"30'-4"
CJ
CJ
CJ DS
CJ
TOP OF WALL
33'-0"
INSULATED
ANODIZED
ALUMINUM FIRE
WATER RISER
COVER, TYPICAL
SKYLIGHT
(TYP)
DS AL-1 AL-1 AL-1 AL-1 AL-1 AL-1 AL-1 AL-1 AL-1 AL-1 AL-1 AL-1AL-1 AL-1
PREFIN.
MTL.
LOUVER
DS
EJ COVER
DS
DS/CJ
DSDS
6 TOP OF PARAPET
41'-0"
FIN. FLOOR
0"
04_ROOF
36'-0"
7 8 9 10 11 12 13 14
A-314
FINISH GRADE
-4'-0"
33'-0"9'-0"8'-0"8'-0"9'-0"16'-0"9'-0"8'-0"33'-0"9'-0"8'-0"8'-0"9'-0"16'-0"9'-0"8'-0"8'-0"9'-0"
TOP OF WALL
33'-0"
DS
COLOR BAND-
ACCENT COLOR
SKYLIGHT
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AL-1 AL-1 AL-1 AL-1 AL-1 AL-1 AL-1 AL-1 AL-1 AL-1 AL-1 AL-1AL-1 AL-1
DS
EJ COVER
CJ
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CJ CJ CJ CJ
DS
DS/CJ
DS
DS
PREFIN.
MTL.
LOUVE
R
INSULATED
ANODIZED
ALUMINUM FIRE
WATER RISER
COVER, TYPICAL
TOP OF PARAPET
41'-0"
FIN. FLOOR
0"
13 14 15 16 17 18 19 20
FINISH GRADE
-4'-0"
30'-4"9'-0"8'-0"8'-0"9'-0"16'-0"9'-0"8'-0"33'-0"9'-0"8'-0"8'-0"9'-0"16'-0"9'-0"8'-0"8'-0"9'-0"33'-0"
TOP OF WALL
33'-0"
INSULATED
ANODIZED
ALUMINUM FIRE
WATER RISER
COVER, TYPICAL
AL-1 AL-1 AL-1 AL-1 AL-1 AL-1 AL-1 AL-1 AL-1 AL-1 AL-1 AL-1 AL-1 AL-1
CJ
DS
DS
SPLIT FACED CMU
SKYLIGHT
(TYP)
EJ
COVER
DS
DS
DS
CJ
DS
/CJ
CJ
DS
/CJ
DS
DS
DS
/CJ
PREFIN. MTL.
LOUVER
TOP OF PARAPET
41'-0"
No. C-24273
ROBERT W.
KELTNER
RENEWAL DATE
L I C E N S E D A R C H I T E C
T
S T
A
T E O F C A L I F O R
N I A3/31/2017
US Army Corps of Engineers ®
SHEET ID
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1" = 40'-0"A-203
1 EAST ELEVATION - OVERALL
3/32" = 1'-0"A-203
2 EAST ELEVATION @ BAY 3
3/32" = 1'-0"A-203
3 EAST ELEVATION @ BAY 2
3/32" = 1'-0"A-203
4 EAST ELEVATION @ BAY 1
M A
T C
H L
IN
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M A
T C
H L
IN
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M A
T C
H L
IN
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80'40'
SCALE: 1" = 40'-0"
0 40'
16'16'
SCALE: 3/32"=1'-0"
08'
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DAK0013
A-204
2 A-204
P O N M L K J H G F E D C B A
6'-8" 31'-0" 18'-8" 18'-8" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 15'-9" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 18'-8" 18'-8" 31'-1" 6'-6"32'-0"
FIN. FLOOR
0"
P O N M L K J H
TOP OF WALL
33'-0"
TOP OF WALL -
ADMIN
15'-4"
INSULATED
ANODIZED ALUMINUM
FIRE WATER RISER
COVER, TYPICAL
CAGED LADDER TO ROOF
CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ
DS
TOP OF PARAPET
41'-0"
1'-8" 6'-7" 7'-1" 16'-0" 7'-11" 18'-8" 18'-8" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 11'-5"
FIN. FLOOR
0"
A-302H G F E D C B A
KNOCKOUT
PANEL IN
PRECAST TILT-
UP PANEL
TOP OF WALL
33'-0"
INSULATED ANODIZED
ALUMINUM FIRE WATER
RISER COVER, TYPICAL
CJCJCJCJCJCJCJCJCJ
CJ
DS BOLLARD
TOP OF PARAPET
41'-0"
COLOR BAND-
ACCENT COLOR
KNOCKOUT
PANEL IN
PRECAST TILT-
UP PANEL
4'-4" 8'-0" 16'-0" 8'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 18'-8" 18'-8" 8'-0" 16'-0" 7'-1" 6'-7" 1'-8"
No. C-24273
ROBERT W.
KELTNER
RENEWAL DATE
L I C E N S E D A R C H I T E C
T
S T
A
T E O F C A L I F O R
N I A3/31/2017
US Army Corps of Engineers ®
SHEET ID
U S
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FOR COMPLIANCE REVIEW ONLY - CORRECTED FINAL DESIGN
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9-30-2015
3/64" = 1'-0"A-204
1 NORTH ELEVATION - OVERALL
3/32" = 1'-0"A-204
2 NORTH ELEVATION @ GRID LINE P TO H
3/32" = 1'-0"A-204
3 NORTH ELEVATION @ GRID LINE H TO A
M A
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32'32'
SCALE: 3/64"=1'-0"
016'
16'16'
SCALE: 3/32"=1'-0"
08'
16'16'
SCALE: 3/32"=1'-0"
08'
M A
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DAK0013
A-301
A-301
P O N M L K J H G F E D C B A
FIN. FLOOR
0"
A-310
A-310
SOUTH STORAGE
BAY 3
P O N M L K
FINISH GRADE
-4'-0"
TOP OF WALL
33'-0"
SHELVES
TOP OF WALL -
ADMIN
15'-4"
PARAPET WALL BEYOND SKYLIGHT
FIN. FLOOR
0"
04_ROOF
36'-0"
A-311
G F E D C B A
FINISH GRADE
-4'-0"
TOP OF WALL
33'-0"
SHELVES
No. C-24273
ROBERT W.
KELTNER
RENEWAL DATE
L I C E N S E D A R C H I T E C
T
S T
A
T E O F C A L I F O R
N I A3/31/2017
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
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FOR COMPLIANCE REVIEW ONLY - CORRECTED FINAL DESIGN
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9-30-2015
3/64" = 1'-0"A-301
1 BUILDING CROSS SECTION
1/8" = 1'-0"A-301
2 BUILDING CROSS SECTION @ ADMINISTRATION
1/8" = 1'-0"A-301
3 BUILDING CROSS SECTION - AREA "B"
0 16'
SCALE: 1/8"=1'-0"
0000000004'8' 8'
32'32'
SCALE: 3/64"=1'-0"
016'
0 16'
SCALE: 1/8"=1'-0"
0000000004'8' 8'
0 16'
SCALE: 1/8"=1'-0"
0000000004'8' 8'
M A
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DAK0013
A-315
1 2 3 4 7 8 9 10 11 12 13 14 15 16 17 18 19 205
A-315
TOP OF PARAPET
41'-0"
FIN. FLOOR
0"
478 51
A-312
A-311
A-316
A-313
FINISH GRADE
-4'-0"
A-520
TOP OF WALL
33'-0"
TOP OF WALL -
ADMIN
15'-4"
EXP. JOINT COVER
DS
CJ CJ CJ CJ
PREFIN. MTL. LOUVER
CJ DS
PREFIN. MTL. PIPE
SHROUD
(MATCH EXISTING)
ALUMN.
WINDOW (TYP)
CJ
EXP. JOINT BELLOWS
EXP. JOINT BELLOWS
A-316
TOP OF PARAPET
41'-0"
DS
CJ
GENERAL PURPOSE A
125A
CORRIDOR
OFFICE
BREAK ROOM
COLOR BAND-
ACCENT COLOR
No. C-24273
ROBERT W.
KELTNER
RENEWAL DATE
L I C E
N S E D A R C H I T E C
T
S T A
T E O F C A L I F O R
N I A
3/31/2017
US Army Corps of Engineers ®
SHEET ID
U S
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M Y
C O
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G e n e ra l P u rp o s e W a re h o u s e N o
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P e n ix
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-1
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-0
-2
-0
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-2
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FOR COMPLIANCE REVIEW ONLY - CORRECTED FINAL DESIGN
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9-30-2015
1/32" = 1'-0"A-302
1 BUILDING LONGITUDINAL SECTION
1/8" = 1'-0"A-302
BUILDING LONGITUDINAL SECTION @
ADMINISTRATION
16' 32' 64'8'24'32'
SCALE: 1/32"=1'-0"
0 16'
SCALE: 1/8"=1'-0"
0000000004'8' 8'
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DAK0013
P O
TOP OF WALL
33'-0"
1/4" / 12"
PREFIN. MTL.
GUTTER &
DOWNSPOUTS
PREFIN. MTL. TRIM
W/ DRIP
TILT UP CONC.
PANEL
PREFIN. MTL.
EDGE
COLD FORMED
METAL
MEMBRANE ROOF ASSEMBLY
OVER
COVER BOARD
RIGID ROOF
INSULATION
MTL. ROOF DECK
(SEE STRUCT)
STL. EDGE ANGLE
/2
CONT. VAPOR
BARRIER
PREFIN. MTL. TRIM
PREFIN. MLT. TRIM
COLD FORM METAL
CONT. BENT PLATE
SPLIT FACED CMU
RIGIDROOF INSULATION
MEMBRANE ROOF ASSEMBLY OVER
COVER BOARD
MTL. ROOF DECK
(SEE STRUCT)
AIR BARRIER
CONT.
SEALANT W/
BACKER ROD
3 5/8" MTL. STUDS W/
BATT INSULATION
5/8" GYP. BD.
TOP OF WALL -
ADMIN
15'-4"
CONT. VAPOR BARRIER
PREFIN. MTL.
GUTTER &
DOWNSPOUT
CONT. EDGE
ANGLE
COLD FORM METAL
CMU BOND BEAM
3 5/8" MTL. STUDS
W/
R-13 BATT
INSULATIONSPLIT FACED CMU
MTL. ROOF DECK
RIGIDROOF
INSULATION
COVER BOARD
MEMBRANE ROOF
ASSEMBLY
1/4" / 12"
PREFIN. MTL. ROOF
FLASHING
PREFIN. MTL. CLAD
OVER 1X WD FACIA
TOP OF WALL -
ADMIN
15'-4"
/2
CONT. VAPOR
BARRIER
PREFIN. METAL EDGE
(prime metal flange, set in mastic & fasten 3" o.c. staggered)
MEMBRANE ROOF
FLASHING
SEALANT
CONTINUOUS CLEAT FOR METAL EDGERIGID INSULATION
4" 4"
PREFIN. MTL. TRIM
2X WD BLOCKING
MTL. ROOF DECK
(SEE STRUCT)
M
IN
CONT. VAPOR BARRIER
MTL. ROOF DECK
1'-6"
CONT. SEALANT
PREMANUF. SILICONE ROOF BELLOW
EXPANSION JOINT COVER
PREFIN. MTL. TRIM
2X WD BLOCKING
EXPANSION BOLT @ 24" O.C.
8" TILT UP CONC. PANEL
MEMBRANE FLASHING
2 PC. PREFIN. MTL.
COUNTERFLASHING
SEALANT
NON - COMBUSTIBLE CANT
MTL. ROOF DECK (SEE STRUCT)
RIGIDROOF INSULATION
MEMBRANE ROOF ASSEMBLY
OVER COVER BOARD
COLD FORM METAL
SLOPE SLOPE
CONT. VAPOR BARRIER
No. C-24273
ROBERT W.
KELTNER
RENEWAL DATE
L I C E N S E D A R C H I T E C
T
S T
A
T E O F C A L I F O R
N I A3/31/2017
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
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A-403
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M B
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-1
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FOR COMPLIANCE REVIEW ONLY - CORRECTED FINAL DESIGN
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9-30-2015
1 1/2" = 1'-0"A-403
2 ROOF DETAIL @ GUTTER
1 1/2" = 1'-0"A-403
1 PARAPET OF ROOF @ ADMINISTRATION
1 1/2" = 1'-0"A-403
4 ROOF DETAIL @ ADMINISTRATION GUTTER
3" = 1'-0"A-403
3 ROOF EDGE DETAIL
1 1/2" = 1'-0"A-403
5 ROOF DETAIL @ EXPANSION JOINT
1'1'
SCALE: 1 1/2"=1'-0"
08" 4" 1'1'
SCALE: 1 1/2"=1'-0"
08" 4"
6"6"
SCALE: 3"=1'-0"
04" 2"
1'1'
SCALE: 1 1/2"=1'-0"
08" 4"1'1'
SCALE: 1 1/2"=1'-0"
08" 4"
M A
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DAK0013
MEMBRANE FLASHING PER
MFR RECOMMENDATIONS
ROOF MEMBRANE ADHERE
TO MTL CURB PER MFR
RECOMMENDATIONS
RIGID INSULATION
STEEL DECK, SEE
STRUCTURAL
NOTE:
INSIDE CURB DIMENSION TO BE 60" x 72"
STEEL ANGLE FRAMING
(PAINTED) SEE STRUCT.
VAPOR RETARDER
STL. JOIST -SEE
STRUC
BENT PLATE (SEE STRUCT)
ROOF HATCH/SKYLIGHT ON
10" TALL SF BASE FACTORY PREASSEMBLED
DOUBLE WALL
1-1/2" WIDE EPDM CURB SEAL TAPE
ALUMN. SELF FLASHING
FRAME W/ 2-3/4" NAILING
FLANGEEXTERIOR MANUAL RELEASE
INTERIOR MANUAL RELEASE
ALUMINUM FRAME
PREMANUF. SKYLIGHT/SMOKE HATCH
COLD FORM METAL
P O
TILT UP CONC PANEL
CONT. CLIP
EXPANSION
JOINT
BELLOWS
FIRE BARRIER
8"
1'-8"
CONT CANT
SEALANT
MEMBRANE
ROOF
ASSEMBLY
COVER BOARD
RIGID
INSULATION
MTL. ROOF
DECK
CMU WALL
5/8" GYP. BD.
ON 3 5/8" MTL.
STUDS W/ R-13
BATT
INSULATION
RIGID INSULATION ON
METAL DECK
COVERBOARD
MEMBRANE ROOF SYSTEM
PRE FINISHED METAL EXP JOINT COVER.
FASTEN W/ NEOPRENE WASHERS @ 18" OC
PRE FINISHED METAL FLASHING FASTEN W/
NEOPRENE WASHERS @ 18" OC
CONTINUOUS BEAD OF SEALANT
TILT UP CONCRETE WALL PANEL
10"
6"
1. WAREHOUSE GUTTER PROFILE
18 ga. PREFIN. METAL
2. ADMIN./COMM/FIRE RISER GUTTER PROFILE
18 ga. PREFIN. METAL
3/4" 3/4"
1 1/2" 1 1/2"
6"
8"
GUTTER STRAP
@ 24" O.C.
GUTTER STRAP
@ 24" O.C.
No. C-24273
ROBERT W.
KELTNER
RENEWAL DATE
L I C E N S E D A R C H I T E C
T
S T
A
T E O F C A L I F O R
N I A3/31/2017
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
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F E
N G
IN
E
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S
D R
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C O
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1 2 3 4 5
D
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G e n e ra l P u rp o s e W a re h o u s e N o
D D
JC
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C
A L
IF
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N
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A-405
R O
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P e n ix
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M B
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W
-1
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-0
-2
-0
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-2
-0
FOR COMPLIANCE REVIEW ONLY - CORRECTED FINAL DESIGN
G
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T L E
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9-30-2015
3" = 1'-0"A-405
1 CURBED SKYLIGHT ROOF DETAIL
1" = 1'-0"A-405
2 ROOF TO WALL EXPANSION JOINT BELLOWS
3" = 1'-0"A-405
3 ROOF TO WALL EXPANSION JOINT
3" = 1'-0"A-405
4 GUTTER PROFILE
6"6"
SCALE: 3"=1'-0"
04" 2"
6"6"
SCALE: 3"=1'-0"
04" 2"
0 2'
SCALE: 1"=1'-0"
0000000006"1' 1' 6"6"
SCALE: 3"=1'-0"
04" 2"
M A
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DAK0013
No. C-24273
ROBERT W.
KELTNER
RENEWAL DATE
L I C
E N S E D A R C H I T E C T
S T A T E O F C A L I F O R N I A3/31/2017
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
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S
D R
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B Y:
D
ES
IG
N
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B
Y:
SU
B M
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TE
D B
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SI
ZE
C H
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D
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A-801
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-1 4-
C -0
1-
-0
5-
Ar ch
.rv t
1-
-0
FOR COMPLIANCE REVIEW ONLY - CORRECTED FINAL DESIGN
G
IL
BA
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D
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9-30-2015
M
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IP
TI
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N D
AT
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DAK0013
M
C
A
B
C
E
C
D
E
FLEXIBLE CONDUIT CONNECTION
CONDUCTOR AND 1 #12 GREEN EQUIPMENT GROUND IN 1/2" CONDUIT.
NO HASH MARKS INDICATES 1 #12 PHASE CONDUCTOR, 1#12 GROUNDED
FLOOR UNLESS NOTED OTHERWISE.
NEMA 5-20 DUPLEX RECEPTACLE MOUNTED FLUSH IN THE
FLUSH FLOOR MOUNTED NEMA 5-20 DUPLEX RECEPTACLE
UNLESS NOTED OTHERWISE
BASED ON MANUFACTURERS RECOMMENDATIONS
NEMA 5-20 DUPLEX RECEPTACLE MOUNTED 18" AFF
UNLESS NOTED OTHERWISE.
JUNCTION BOX ("F" INDICATES FLOOR MOUNTED)
UNFUSED DISCONNECT SWITCH. SIZE AS SHOWN
FUSED DISCONNECT SWITCH. SIZE FUSES FOR EQUIPMENT
SURFACE MOUNTED PANELBOARD OR AUTOMATIC TRANSFER
SWITCH AS INDICATED.
MOTOR, SIZE AS SHOWN.
J
F
POWER
ARROW INDICATES HOMERUN TO PANEL "A", CIRCUIT 21.
EXPOSED UNLESS NOTED OTHERWISE ON PLAN.
SEE DESCRIPTION OF HASH MARKS.
A-21 a
WIRINGLIGHTING
HASH MARKS INDICATES NUMBER OF CONDUCTORS RAN IN CONDUIT.
EXTERIOR SITE
M
FLUSH FLOOR MOUNTED NEMA 5-20 QUAD RECEPTACLE
UNLESS NOTED OTHERWISE
RECESSED MOUNTED PANELBOARD
JUNCTION BOX WALL MOUNTED 48" AFF.J
250 VOLT, 3ø, 30 AMP RECEPTACLE, (L15-30R)
120 VOLT, 1ø, 30 AMP RECEPTACLE, (L5-30R)
GROUNDING
A AMPERE
AC ABOVE COUNTER, 42"AFF UNLESS OTHERWISE INDICATED
ADA AMERICANS WITH DISABILITIES ACT
AFF ABOVE FINISHED FLOOR
AL ALUMINUM
1/C ONE CONDUCTOR
C CONDUIT
CB CIRCUIT BREAKER
CKT CIRCUIT
CU COPPER
EF EXHAUST FAN
EMT ELECTRICAL METALLIC TUBING
EWC ELECTRIC WATER COOLER
FACP FIRE ALARM CONTROL PANEL
FM FREQUENCY MODULATION
GFI GROUND FAULT CIRCUIT INTERRUPTER
GFP GROUND FAULT PROTECTION
HACR HEATING AIR CONDITIONING REFRIGERATION
HP HORSEPOWER
HPS HIGH PRESSURE SODIUM
HT HEIGHT
HZ HERTZ
IDS INTRUSION DETECTION SYSTEM
J JUNCTION BOX
KWH KILOWATT HOUR
LED LIGHT EMITTING DIODE
MCB MOLDED CASE CIRCUIT BREAKER
MH METAL HALIDE
LO LUGS ONLY
MTD MOUNTED
NEC NATIONAL ELECTRICAL CODE
NF NON FUSED
NO. NUMBER
OS OCCUPANCY SENSOR
PH PHASE
PIR PASSIVE INFRARED
RGS RIGID GALVANIZED STEEL
SM SINGLE MODE
TTB TELEPHONE TERMINAL BOARD
TV TELEVISION
TVSS TRANSIENT VOLTAGE SURGE SUPPRESSOR / SURGE SUPPRESSION
UNO UNLESS NOTED OTHERWISE
V VOLT
VA VOLTAMPERE
VVD VARIABLE VOLUME DAMPER
W WATTS
WP WATER PROOF
XFMR TRANSFORMER
ABBREVIATIONS
NEW PAD MOUNTED TRANSFORMER
EXISTING COMMUNICATIONS MANHOLE
NEW COMMUNICATIONS MANHOLE
EXISTING ITEMS TO BE REMOVED
EXISTING POLE MOUNTED LIGHTING FIXTURE
NEW POLE MOUNTED LIGHTING FIXTURE
EXISTING UNDERGROUND ELECTRICAL LINE.
EXISTING OVERHEAD ELECTRICAL LINE.
EXISTING UNDERGROUND COMMUNICATION LINE
EXISTING OVERHEAD COMMUNICATION LINE
EX
NEW ELECTRICAL HANDHOLE
NEW BOLLARD LIGHT FIXTURE.
E
EP
UP
EUC
EC
250 VOLT, 3ø, 50 AMP RECEPTACLE, (L15-50R)
480 VOLT, 3ø, 30 AMP RECEPTACLE, (L16-30R)
250 VOLT, 1ø, 30 AMP RECEPTACLE, (6-30R)
CORD REEL, MOUNTED TO EXPOSED STRUCTURE OR CEILING. SEE E-502.J
ELECTRONIC BIRD EXPELLER, MOUNTED TO EXPOSED STRUCTURE.J
CR
EBR
GRID COUNTERPOISE CONDUCTOR
LIGHTNING PROTECTION ROOF CONDUCTOR
DOWN CONDUCTOR CONNECTION TO GROUND
LIGHTNING PROTECTION DOWN CONDUCTOR
RC
DC
G
AIR TERMINAL
GROUNDING ROD
STATIC GROUNDING RECEPTACLE
UP
US
UC
NEW UNDERGROUND PRIMARY
NEW UNDERGROUND SECONDARY
NEW UNDERGROUND COMMUNICATIONS
EXISTING SECTIONALIZER CABINET
OS
AE
1' x 4' FLUORESCENT FIXTURE. LETTER INDICATES TYPE PER
THE FIXTURE SCHEDULE,
"E" INDICATES BATTERY BACK-UP
OS
F
A
LCR#
A
AEA
2' x 4' FLUORESCENT FIXTURE. LETTER INDICATES
TYPE PER THE FIXTURE SCHEDULE,
"E" INDICATES BATTERY BACK-UP
WALL MOUNTED FLUORESCENT FIXTURE. LETTER INDICATES TYPE
PER THE FIXTURE SCHEDULE. "E" INDICATES BATTERY BACK-UPA
A
INDUSTRIAL FLUORESCENT FIXTURE.
LETTER INDICATES TYPE PER THE FIXTURE SCHEDULE,
"E" INDICATES BATTERY BACK-UP
WALL MOUNTED FLUORESCENT, INCANDESCENT, OR LED FIXTURE.
LETTER INDICATES TYPE PER FIXTURE SCHEDULE,
"E" INDICATES BATTERY BACK-UP
EXIT SIGN WITH DIRECTIONAL ARROWS AS INDICATED, CEILING
MOUNTING.
EXIT SIGN WITH DIRECTIONAL ARROWS AS INDICATED, WALL
MOUNTING.
RECESSED FLUORESCENT FIXTURE, DOWNLIGHT
LETTER INDICATES TYPE PER FIXTURE SCHEDULE,
"E" INDICATES BATTERY BACK-UP
A
WALL MOUNTED EMERGENCY FIXTURE,
LETTER INDICATES TYPE PER FIXTURE SCHEDULE
3-WAY, 20 AMP, 125 VOLT TOGGLE SWITCH MOUNTED 42" AFF.
4-WAY, 20 AMP, 125 VOLT TOGGLE SWITCH MOUNTED 42" AFF.
MOTOR RATED, 20 AMP, 125 VOLT TOGGLE SWITCH
WALL MOUNTED OCCUPANCY SENSOR
CEILING MOUNTED OCCUPANCY SENSOR
20 AMP, 125 VOLT TOGGLE SWITCH MOUNTED 42" AFF. a - CONTROLS LIGHTS WITH "a" DESIGNATION
LIGHTING CONTROL SWITCH
AE
X
X
S
T
H
M
M
CEILING UNLESS NOTED OTHERWISE.
NEMA 5-20 DUPLEX RECEPTACLE MOUNTED FLUSH IN THE
C
NEMA 5-20 DUPLEX RECEPTACLE MOUNTED 4" ABOVE FINISHED
COUNTER OR BACKSPLASH (IF PRESENT)
UNLESS NOTED OTHERWISE.
D
20 AMP, FIXTURE COMPATIBLE MANUAL DIMMER SWITCH
MOUNTED 42" AFF.
UNLESS NOTED OTHERWISE.
NEMA 5-20 QUADRUPLEX RECEPTACLE MOUNTED 18" AFF
(OUTLETS SHALL BE MOUNTED 18" AFF UNLESS
INDICATED OTHERWISE)
TELEPHONE OUTLET. OUTLET BOX WITH 1" C STUBBED ABOVE
ACCESSIBLE CEILING SPACE AND PULL CORD. SUBSCRIPT:
W - WALL MOUNTED AT 54" AFF; P - PAY TELEPHONE
MOUNTED 48" AFF TO COIN SLOT.
TELEPHONE FLOOR OUTLET. OUTLET BOX WITH 1" C
STUBBED ABOVE ACCESSIBLE CEILING SPACE AND PULL
CORD.
DATA OUTLET. OUTLET BOX WITH 1" C STUBBED ABOVE
ACCESSIBLE CEILING SPACE AND PULL CORD. 2-TWO
PORT, 4-FOUR PORT, 6-SIX PORT
DATA FLOOR OUTLET. OUTLET BOX WITH 1" C STUBBED
ABOVE ACCESSIBLE CEILING SPACE AND PULL CORD.
TWO PORT, TYP.
COMBINATION VOICE/DATA OUTLET. OUTLET BOX WITH 1" C
STUBBED ABOVE ACCESSIBLE CEILING SPACE AND PULL
CORD.
COMBINATION VOICE/DATA FLOOR OUTLET. OUTLET BOX
WITH 1" C STUBBED ABOVE ACCESSIBLE CEILING SPACE AND
PULL CORD.
4'-0" HIGH x 3/4" UL RATED FIRE RETARDANT PLYWOOD
BACKBOARD. SEE PLANS FOR LENGTH.
TELEPHONE / DATA
DATA CEILING OUTLET. OUTLET BOX WITH 1" C STUBBED
ABOVE ACCESSIBLE CEILING SPACE AND PULL CORD.
TWO PORT, TYP.
POLE MOUNTED SITE LIGHTING FIXTURE,
LETTER INDICATES TYPE PER FIXTURE SCHEDULE
S1
FD FACILITY DISTRIBUTION CABINET
TV VIDEO MONITOR A/V OUTLET. BOX WITH 1" C ABOVE
ACCESSIBLE CEILING SPACE AND PULL CORD.
A-21
UNDERGROUND OR IN SLAB UNLESS NOTED OTHERWISE ON PLAN.
PHASE CONDUCTOR
NEUTRAL
EQUIPMENT GROUND
ST SHUNT TRIP
CT CURRENT TRANSFORMER
PT POTENTIAL TRANSFORMER
AIC AMPERE INTERUPTING CAPACITY
DEVICE
E16173
EXP.
S
T A T E O F C A L I F O R N
I A
E L E C T R I C A L
P A M E L A S U E M c E L R A
T HRE
G I S
T E R E D P R O F E S S I O N A L E N G I N E E R
6/30/2016
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
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S U
B M
IT
T
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B Y
S
IZ
E
C H
E C
K E
D B
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A N
S I
'D
F
IL
E N
A M
E
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
F
IL
E N
U M
B E
R
1 2 3 4 5
D
C
B
A
F Y
G e n e ra l P u rp o s e W a re h o u s e N o
D D
JC
T
R A
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C
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IF
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N
IA
E-001
L E
G E
N D
A N
D A
B B
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V
IA
T
IO
N S
M
C O
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E L L
M
C O
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E L L
P S
M
S
E P
T E
M B
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W
-1
-C
-0
-2
-0
-E le c .r v t
-2
-0
FOR COMPLIANCE REVIEW ONLY - CORRECTED FINAL DESIGN
G
IL
B A
N E
B U
IL
D
IN
G
C O
M P
A N
Y S
H A
D E
L A
N D
S D
R W
A L N
U T
C R
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C A
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W E
L L A
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IN
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S P
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IN
G S
T R
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T L E
R O
C K
A
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S A
C R
A M
E N
T O
D
IS
T R
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T
S P
E C
N O
9-30-2015
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
DAK0013
J
J
J
J
J
J
J
J
M
M
J
J
J
JJJ
4 7 8
P
O
5 6
TRANSFORMER
MAIN SWITCHGEAR
MSWB
T3W, +96", REF 1-E-501
H3W
L3W
L3W - 1
H3D
GFI
E-103
2WP,
GFI
WP,
GFI
L3W - 2
L3W - 42
FIELD DISTRIBUTION
CABINET
L3W - 4 L3W - 6
L3W - 8 L3W - 10
UNIT HEATER,
COORDINATE WITH
MECHANICAL FOR
EXACT LOCATION
+12", (2) 1" C FOR FIRE
ALARM LOW VOLTAGE
CABLING
E-103
V1-2
V1-4
V1-3
V1-1
V1-5
H3A - 19,21,23
H3A - 13,15,17
L3W - 38
L3W - 39,41
GFI
GFI
GFI
GFI
EF1
EF2
INTERLOCK EF WITH
RESTROOM LIGHTING
OCCUPANCY SENSOR,
TYP OF 2.
WP,
GFI
E-102
L3A - 1L3A - 11
H3A - 7,9,11
4" ABOVE
COUNTER
L3A - 2
L3A - 3
L3A - 4
L3A - 7
L3A - 6
L3A - 5
L3A - 10 L3A - 9
L3A-27
L3A-37
L3A-26 L3A-24
L3A - 14
L3A - 16
L3A - 18 T59
(PART 1/2)
(PART 2/2)
L3A - 7
L3A - 53
(PART 5/5)
L3A - 53
L3A - 53
L3A - 53
L3A - 53
(PART 4/5)
(PART 3/5)
(PART 2/5)
(PART 1/5)
SECURITY SYSTEM
POWER, TYP OF 5
L3A - 23
+60"
L3A - 20
H3A - 25,27
H3A - 29,31
RTU
L3A - 13
L3A - 8
L3A - 12
+60"
+60"
8' - 0" 5' - 0" 9' - 8" 5' - 0" 8' - 0"
8' - 0" 5' - 0" 9' - 8" 5' - 0" 8' - 0"
L3A - 21 L3A - 19
L3A - 15
L3A - 17
GFI
GFI
C1 CONTACTOR
PANEL
L3A-31
L3A-35
L3A-33
L3A-29
L3A-28 L3A-30
CIRCUITRY IN
ADMINISTRATION BLDG
SHALL BE CONCEALED .
L3A - 25
GFI, CONCEAL
WITHIN CABINET PER
MANUFACTURE'S
REQUIREMENTS
CORRIDOR
COMM. ROOM
GENERAL PURPOSE B
125B
GENERAL PURPOSE A
125A
STORAGE
MEN TLT.
W. TLT.
MECH. / JAN. & ELEC.
OFFICE
ADMIN. AREA
LOCKER
SOUTH STORAGE BAY 3
EQUIPMENT YARD
VAV DISCONNECT,
30A, 480/3P, TYP OF 5
GFI, UNDER CABINET
FOR DISPOSAL
FIRE WATER RISER ROOM
L3C
T3C
H3C
DATA RACKSGFI
L3A - 51
POWER FOR TOILETS AND SINKS.
COORDINATE LOCATION WITH
MECHANICAL AS NECESSARY.
L3W - 30
COORDINATE LOCATION OF
POWER FOR FIRE ALARM
NAC/MIC WITH FIRE ALARM
INSTALLERS, TYP OF 3.
H3A - 33,35,37
L3A - 46
ROOF TOP UNIT IS
PROVIDED WITH A
HACR RATED CIRCUIT
BREAKER AND
GFI DUPLEX RECEPTACLE
WP,
GFI
RTU 1
30A, 3P, NEMA 3R
DISCONNECT
PROVIDE ENGRAVED NAMEPLATE AT EACH RTU RECEPTACLE
INDICATING THE PANEL AND CIRCUIT NUMBER. ATTACH TO
RECEPTACLE COVER OR BOX, OR TO RTU, USING RIVETS OR
SCREWS. EXERCISE CAUTION WHEN INSTALLING SO THAT
THE RTU IN NOT DAMAGED IN ANY WAY. ROUTE ALL
CONDUITS WITHIN CURB.
E16173
EXP.
S
T A T E O F C A L I F
O R N I A
E L E C T R I C A L
P A M
E L A S U E M c E L R A
T HRE
G I
S T
E R E D
P R O F E S S I O N A L E N G I N E E R
6/30/2016
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I
'D
F
IL
E N
A M
E
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
F
IL
E N
U M
B E
R
1 2 3 4 5
D
C
B
A
F Y
G e n e ra l P u rp o s e W a re h o u s e N o
D D
JC
T
R A
C Y
C
A L
IF
O R
N
IA
E-102
E N
L A
R G
E D
P O
W E
R P
L A
N S
M
C O
R N
E L L
M
C O
R N
E L L
P S
M
S
E P
T E
M B
E R
W
-1
-C
-0
-2
-0
-E le c .r v t
-2
-0
FOR COMPLIANCE REVIEW ONLY - CORRECTED FINAL DESIGN
G
IL
B A
N E
B U
IL
D
IN
G
C O
M P
A N
Y S
H A
D E
L A
N D
S D
R W
A L N
U T
C R
E E
K
C A
C R
O M
W E
L L A
R C
H
IT
E C
T S
E N
G
IN
E E
R S
S
O U
T H
S P
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IN
G S
T R
E E
T
L
IT
T L E
R O
C K
A
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S A
C R
A M
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T O
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T R
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S P
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N O
9-30-2015
1/8" = 1'-0"
ADMINISTRATION POWER PLAN
1/2" = 1'-0"
RTU ROOF PLAN
P L A N N O R T H
GENERAL NOTES:
1. COORDINATE ALL WORK WITH
ARCHITECTURAL AND MECHANICAL PLANS AND
CONTRACTORS.
2. COORDINATE LOCATION OF RECEPTACLES
WITH MODULAR FURNITURE ARRANGEMENT,
TV MONITOR LOCATIONS, WORKSTATIONS,
RACKS AND OTHER EQUIPMENT PRIOR TO
ROUGH IN.
3. QUANTITY AND LOCATIONS OF
RECEPTACLES MAY VARY FROM THIS PLAN.
CONTRACTOR SHALL COORDINATE WITH
OWNER FOR FURTHER DESIGN DEVELOPMENT.
SCALE : 1/8" = 1'-0"
0 4 8 16
SCALE : 1/2" = 1'-0"
0 1 2 4
M A
R K
D E
S C
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DAK0013
BACKFILL
FINISH GRADE
36" MIN. BACKFILL
3" TYP.
3" TYP.
SPARE (WITH PULL
CORD)
3" TYP. BOTH
ENDS
3" TYP. BOTH
ENDS
QUANTITY AND SIZE OF
PVC CONDUITS TO BE
CALLED OUT ON PLANS
CONCRETE OR
CONCRETE SAND
MARKER TAPE
12" MIN.
TRANSFORMER PAD
REF CIVIL PLANS
SECONDARY TERMINATIONS
AT TRANSFORMER BY
CONTRACTOR
SERVICE TRANSFORMER
REF CIVIL PLANS
SWITCHGEAR TERMINATIONS
BY CONTRACTOR
MSWB
WAREHOUSE
OUTSIDE WALL
PM-1
PRIMARY SERVICES
FROM TWO LOCATIONS
SWITCHGEAR PAD
REF CIVIL PLANS
PRIMARY
MANUAL
TRANSFER
SWITCH
WAREHOUSE
FLOOR
MAIN SWITCHGEAR
"MSWB"
METER
#3/0 GROUNDING
ELECTRODE
CONDUCTOR
TRANSFORMER
5 FEET MAXIMUM
METAL UNDERGROUND
WATER PIPE
METAL FRAME OF
BUILDING OR
STRUCTURE
BONDING
JUMPER
#2 GROUNDING
ELECTRODE
CONDUCTOR TO
5/8" X 8'-0"
COPPERCLAD ROD
#3/0 GROUNDED
SERVICE
CONDUCTOR
EQUIPMENT BUS
NEUTRAL BUS
SEE NOTE 1
NOTE:
1. IN ACCORDANCE WITH NEC ARTICE 250, THE FOLLOWING GROUNDED
ELECTRODES SHALL BE INSTALLED AND BONDED TOGETHER: CONCRETE
ENCASED ELECTRODES, GROUND ROD, METAL BUILDING FRAME, GROUND
RING, AND UNGROUNDED METAL PIPES. SEE NEC 250 AND SPECIFICATION FOR
ADDITIONAL REQUIREMENTS.
2. PRIMARY IS NOT SHOWN. PRIMARY IS TO BE DELTA.
MSWB
MAKE GROUND/NEUTRAL
BOND IN SERVICE
DISCONNECT "MSWB"
ENCLOSURE
PRIMARY VOLTAGE MANUAL
TRANSFER SWITCHGEAR,
15kV, 600A PAD MOUNTED
SWITCH PM-1
PRIMARY
CIRCUIT #2
PRIMARY
CIRCUIT #3
EXTEND SERVICE TO
EXISTING MHE1 LOCATED
AT PSC BUILDING
T59 TRANSFORMER
1000kVA, 12.47kVA-
480/277, 5.75% TYP IMP,
3 PHASE
MAIN SERVICE (MSWB), 1200A, 480/277V, 3
PHASE, 4W, NEMA 3R, 10,000 AIC
CT
PT
DIGITAL
KWH
METER
METER SECTION
DISTRIBUTION
800A
MAIN "QC"
BREAKER
PANEL
H1E
PANEL
L1E
PANEL
H1W
PANEL
L1W
(BAY 1-EAST) (BAY 1-WEST)
T1W
480V DELTA TO
208Y/120V WYE
45 kVA
T1E
480V DELTA TO
208Y/120V WYE
45 kVA
#4 CU
GND
3#4, #8GND,
1" C
4#2/0, #6GND,
2" C
800A
PANEL
H2E
PANEL
L2E
PANEL
H2W
PANEL
L2W
(BAY 2-EAST) (BAY 2-WEST)
T2W
480V DELTA TO
208Y/120V WYE
45 kVA
T2E
480V DELTA TO
208Y/120V WYE
45 kVA
PANEL
H3E
PANEL
L3E
PANEL
H3W
PANEL
L3W
(BAY 3-EAST)(BAY 3-WEST)
T3W
480V DELTA TO
208Y/120V WYE
45 kVA
T3E
480V DELTA TO
208Y/120V WYE
45 kVA
PANEL
H3A
PANEL
L3A
(ADMINISTRATION)
T3A
480V DELTA TO
208Y/120V WYE
45 kVA
#6 CU
GND
3#4, #8GND,
.75" C
4#1, #6GND,
1.5" C
100A
PANEL
H3D
(BAY 3-WEST)
25% SPARE
SPACE
4#4/0, #4GND,
2.5" C
3 SETS, 4#300, #1/0GND,
2.5" C
4#250, #3GND,
2.5" C.
4#1/0, #
6GND,
1.5" C
4#400, #1GND,
3" C
4#1/0, #6GND,
1.5" C
2 SETS, 4#4/0,
#3GND, 2.5" C
4#4/0, #3GND,
2.5" C
(LOCATION - TYP)
PANEL
H3C
PANEL
L3C
(COMM ROOM)
T3C
480V DELTA TO
208Y/120V WYE
30 kVA
#8 CU
GND
3#6, #10GND,
1" C
4#2, #6GND,
1.5" C
4#3, #8GND,
1.25" C
150A
AERIAL
CONDUCTORS
3 EA 15kV SURGE
ARRESTORS
3 EA FUSED CUTOUTS,
FUSE AT 200A,
GROUND OPERABLE
ST GFP
SHUNT TRIP
GFS
1200A
MAIN
BREAKER
ST GFP
SHUNT TRIP
GFS
KIRK-KEY
INTERLOCK
KIRK-KEY
INTERLOCK
A-1 Al1
GENERATOR QUICK
CONNECT "QC" SECTION
MAIN BREAKER
SECTION
4 SETS, 4#350KCMIL,
4" SCHEDULE 40 C
E-601
PRIMARY SWITCH
SECTION
XFMR SECTION
125A
TVSS
EXISTING
POLE A/15
AERIAL
CONDUCTORS
3 EA FUSED
CUTOUTS,
FUSE AT 200A,
GROUND OPERABLE
EXISTING
POLE A/10
NEW BURIED
PRIMARY CABLES
TO BLDG
231 TO BLDG 15
TRANSFORMERS
SHALL BE CSL-3
RATED
C1
NEMA 1, 20A, 6P, 120V COIL, MECHANICALLY
HELD CONTACTOR/TIMECLOCK PANEL,
REF DETAIL 5-E-501
TO SITE
LIGHTING
#4 CU
GND
3#4, #8GND,
1" C
4#2/0, #6GND,
2" C
#4 CU
GND
3#4, #8GND,
1" C
4#2/0, #6GND,
2" C
#4 CU
GND
3#4, #8GND,
1" C
4#2/0, #6GND,
2" C
#4 CU
GND
3#4, #8GND,
1" C
4#2/0, #6GND,
2" C
#4 CU
GND
3#4, #8GND,
1" C
4#2/0, #6GND,
2" C
L-0 L-0
225A
E-601
TYPE 200E
FUSE, TYP
#3/03 EA 15kV SURGE
ARRESTORS
SHUNT TRIP
ST
120V
KILL SWITCH - PROVIDE A
6"X6"X4" NEMA 1 ENCLOSURE
WITH COVER NEAR DOOR IN
COMM ROOM. MOUNT A N.O.
SPDT MOMENTARY CONTACT
MUSHROOM HEAD SWITCH IN
ENCLOSURE. PROVIDE 30A, 1P,
120V COIL, MECHANICALLY
HELD CONTACTOR TO
INTERLOCK WITH FIRE ALARM
SYSTEM.
WARNING
Shock and Arc Flash Hazard Appropriate PPE Required Failure to Comply Can Result in Injury or Death
Refer to UFC 3-560-01, Paragraph 3-2.6 Consult Facility Electrical Engineer
800A
MAIN "QC"
BREAKER
ST GFP
SHUNT TRIP
GFS
1200A
MAIN
BREAKER
ST GFP
SHUNT TRIP
GFS
KIRK-KEY
INTERLOCK
KIRK-KEY
INTERLOCK
A-1 Al1
GENERATOR QUICK
CONNECT "QC" SECTION
NORMALLY OPEN
MAIN BREAKER
SECTION
NORMALLY CLOSED
L-0 L-0
UTILITY SOURCE
LOAD
GENERATOR LUG
SECTION
GENERATOR
SOURCE
KEY TRANSFER SEQUENCE:
CURRENT CONDITION - UTILITY SOURCE FEEDING LOAD -
MAIN BREAKER CLOSED, QC BREAKER OPEN, KEY A1
HELD IN MAIN BREAKER.
DESIRED CONDITION - GENERATOR SOURCE FEEDING
LOAD - QC BREAKER CLOSED, MAIN BREAKER OPEN.
STEP 1 - OPEN MAIN BREAKER AND ROTATE KEY A1 TO
LOCK BREAKER OPEN. KEY IS NOW FREE.
STEP 2 - REMOVE KEY A1 FROM MAIN BREAKER AND
INSERT INTO QC BREAKER.
STEP 3 - ROTATE KEY A1 TO UNLOCK QC BREAKER, KEY
A1 IS NOW HELD CAPTIVE.
STEP 4 - CLOSE QC BREAKER.
STEP 5 - REVERSE PROCEDURE TO RESTORE SERVICE
TO MAIN BREAKER.
E16173
EXP.
S T A T E O F C A L I F O R N I
A
E L E C T R I C A L
P A M E
L A S U E M c E L R A T HRE G I
S T
E R E D P R O F E S S I O N A L E N G I N E E R
6/30/2016
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I
'D
F
IL
E N
A M
E
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
F
IL
E N
U M
B E
R
1 2 3 4 5
D
C
B
A
F Y
G e n e ra l P u rp o s e W a re h o u s e N o
D D
JC
T
R A
C Y
C
A L
IF
O R
N
IA
E-601
O N
E
- L
IN
E
D
IA
G R
A M
S A
N D
D E
T A
IL
S
M
C O
R N
E L L
M
C O
R N
E L L
P S
M
S
E P
T E
M B
E R
W
-1
-C
-0
-2
-0
-E le c .r v t
-2
-0
FOR COMPLIANCE REVIEW ONLY - CORRECTED FINAL DESIGN
G
IL
B A
N E
B U
IL
D
IN
G
C O
M P
A N
Y S
H A
D E
L A
N D
S D
R W
A L N
U T
C R
E E
K
C A
C R
O M
W E
L L A
R C
H
IT
E C
T S
E N
G
IN
E E
R S
S
O U
T H
S P
R
IN
G S
T R
E E
T
L
IT
T L E
R O
C K
A
R
S A
C R
A M
E N
T O
D
IS
T R
IC
T
S P
E C
N O
9-30-2015
1 UTILITY COORDINATION
3 PRIMARY SERVICE GROUNDING
5 ONE-LINE DIAGRAM
2 ARC FLASH WARNING LABEL
6 ELECTRICAL DUCT ENCASEMENT
4 GENERATOR QUICK CONNECT AND MAIN BREAKER SECTION
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
DAK0013
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
O
P
1' - 8" 47' - 4" 50' - 0" 50' - 0" 50' - 0" 50' - 0" 4' - 10" 50' - 0" 50' - 0" 50' - 0" 50' - 0" 50' - 0" 4' - 10" 50' - 0" 50' - 0" 50' - 0" 50' - 0" 47' - 4" 1' - 8"
Q
6.14.8
S
757' - 8"
5.2
1 2 3 4 5
D
C
B
A
US Army Corps of Engineers ®
SHEET OF
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I 'D
F
IL
E
N A
M E
IS
S
U E
D A
T E
F
IL
E N
U M
B E
R
-2
-0
FOR COMPLIANCE REVIEW ONLY - CORRECTED FINAL DESIGN
D A
L
S T
A S
S P
E C
N O
C O
N T
R A
C T
N O
-2
-0
-S tr u .r v t
W
-1
-C
-0
S
E P
T E
M B
E R
09-30-2015
D D
J C
T R
A C
Y C
A L
IF
O R
N
IA
S -1
S-109
O V
E R
A L L R
O O
F F
R A
M
IN
G P
L A
N
F Y
G e n e r a l P u rp o s e
W a re h o u s e N o
G
IL
B A
N E
B U
IL
D
IN
G
C O
M P
A N
Y
S
H A
D E
L A
N D
S D
R W
A L N
U T
C R
E E
K
C A
C
R O
M W
E L L
A R
C H
IT
E
C T
S /E
N G
IN
E
E R
S
S
S
P R
IN
G
S T
L
IT
T L E
R O
C K
A
R
S A
C R
A M
E N
T O
D
IS
T R
IC
T
1" = 40'-0"S-109
1 OVERALL ROOF FRAMING PLAN
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
DAK0013
1 2 3 4 5 6 7 8
H
J
K
L
M
N
O
P
32LH 248/132 OWSJ 32LH 244/128 OWSJ32LH 244/128 OWSJ32LH 244/128 OWSJ32LH 244/128 OWSJ
G
N
.2
K
G
N
.2
K
G
N
.2
K
G
N
.2
K
G
N
.2
K
G
N
.2
K
G
N
.4
K G
N
.4
K G
N
.4
K G
N
.4
K G
N
.4
K G
N
.4
K
G
N
.6
K G
N
.6
K G
N
.6
K G
N
.6
K G
N
.6
K G
N
.6
K
G
N
.6
K G
N
.6
K G
N
.6
K G
N
.6
K G
N
.6
K G
N
.6
K
G
N
.6
K G
N
.6
K G
N
.6
K G
N
.6
K G
N
.6
K G
N
.6
K
G
N
.5
K
G
N
.5
K
G
N
.5
K
G
N
.5
K
G
N
.5
K
G
N
.5
K
EQ. SPACING MAX. 4'-0" O.C.
47' - 4"
EQ. SPACING MAX. 4'-0" O.C.
50' - 0"
EQ. SPACING MAX. 4'-0" O.C.
50' - 0"
EQ. SPACING MAX. 4'-0" O.C.
50' - 0"
EQ. SPACING MAX. 4'-0" O.C.
50' - 0"
T Y
P U
.O .N
1' - 8"
S-600
S-600
TYP. AT
GIRDER
TYP. AT
STRUT
S-600
TYP.
S-600
TYP.
AT COL.
S-600
TYP.
AT OWSJ
TYP.
AT OWSJ
TYP.
AT OWSJ
32'-10.75"
TYP. THIS LINE
33-11.5"
TYP. THIS LINE
35'-1.5"
TYP. THIS LINE
36'-3.5"
TYP. THIS LINE
37'-5.5"
TYP. THIS LINE
38'-7.5"
TYP. THIS LINE
39'-9.5"
TYP. THIS LINE
S-601
S-601
S-603
S-603
S-603
S-603
S-603TYP.
1' - 6"
1' - 8"
S-601
TYP.
@ FAN
S-004
SKYLIGHT FRAMING PER
U O
N
T Y
P
S-601
S-601
5.2
TYP.
TYP.
13' - 2" 15'-2"
15'-2"
13' - 2"
P1
P1
P1 P1P1
P1
P1
P1 P1 P1
P1 P1 P1
P1 P1 P1
P1 P1 P1
P2
P2
P2
P2
P3
P2
P2
P2
P2
P3
P3
/5
/5
/5
/5
/5
/5
/5
/5
/5
/5
/5
/5
/5
/5
/5
/5
/5
/5
/5
/5
/5
/5
/5
/5
P3P3P3P3P3
P3 P4 P4 P3
P1
P3
P3
P3
P4
P4
P4
P4
P4
P4
P3
P3
P3
/5
/5
/5
/5
/5
/5
/5
/5
/5
<115>
<115>
<115>
<115>
<115>
<115>
<115>
<115>
<115>
<115>
<115>
<115>
<115>
<115>
<115>
<115>
<115>
<115>
<115>
<115>
<115>
<115>
<115>
<115>
<115>
<115>
<115>
<115>
<115>
<115>
/5
/5
/5
S-601
S-603TYP. AT
GIRDER
<12.5>
<12.5>
<12.5>
<12.5>
<12.5>
<12.5>
<12.5>
<12.5>
<12.5>
<12.5>
<12.5>
<12.5>
<12.5>
<12.5>
<12.5>
<12.5>
<12.5>
<12.5>
<12.5>
<12.5>
<12.5>
<12.5>
<12.5>
<12.5>
<12.5>
<12.5>
<12.5>
<12.5>
<12.5>
<12.5>
<12.5>
<12.5>
<12.5>
<12.5>
<12.5>
<12.5>
<12.5>
<12.5>
<12.5>
<12.5>
<12.5>
<12.5>
<12.5>
<12.5>
<12.5>
<12.5>
<12.5>
<12.5>
<12.5>
<12.5>
ROOF FRAMING NOTES
1. SEE GENERAL NOTES ON SHEET S-001 AND S-002 AND TYPICAL DETAILS
ON SHEETS S-003 THRU S-008.
2. ANCHOR BOLTS AND STRAPS EMBEDDED IN CONCRETE PANELS SHALL BE
COORDINATED WITH ROOF CONTRACTOR FOR ACCURATE ALIGNMENT.
3. CONTRACTOR MAY USE ALTERNATE JOIST MANUFACTURER WITH PROJECT
ENGINEER APPROVAL.
4. OPEN WEB STEEL JOIST (OWSJ) AND JOIST GIRDERS SHALL BE DESIGNED FOR
AN ADDITIONAL DOWNWARD WIND PRESSURE OF 16PSF AND FOR THE WIND
UPLIFT SPECIFIED ON S-117.
5. PANELIZED ROOF CONTRACTOR SHALL PROVIDE ALL FRAMING AT VENTILATION HATCHES,
ROOF HATCHES, AND OTHER PENETRATIONS UNLESS OTHERWISE NOTED.
6. "48 G5N 5.4K *" DENOTES OPEN WEB STEEL JOIST GIRDER
AS MANUFACTURED BY VULCRAFT OR APPROVED EQUIVALENT
INTIDCATES DESIGN DEFLECTION LIMIT PER NOTE #14
DENOTES TOTAL DESIGN LOAD (KIPS APPLIED AT EACH PANEL
POINT (INCLUDES JOIST GIRDER SELF WEIGHT)
DENOTES NUMBER OF PURLIN PANEL JOINTS
DENOTES JOIST GIRDER DEPTH
7. PURLINS THAT FRAME DIRECTLY OVER COLUMNS ARE NOT INCLUDED IN THE GIRDER
PANEL JOINT DESIGNATION.
8. THE SPAN LENGTH IS BASED ON GIRDER SPAN FROM GRID LINE TO GRID LINE. ACTUAL
GIRDER FABRICATED LENGTH WILL DIFFER AND MUST ACCOUNT FOR DETAILS OF END
SUPPORTS. PRIOR TO FABRICATION.
9. GIRDERS SHALL BE FABRICATED WITH A UNIFORM DEPTH U.O.N.
10. DESIGN JOIST GIRDERS FOR CONCENTRATED LOAD OF 2,500 LB. THIS LOAD IS TO
PROVIDE AN ALLOWANCE FOR FUTURE MECHANICAL UNIT WEIGHTS OR OTHER
UNANTICIPATED LOADS AND IS TO BE APPLIED AT ANY PANEL POINT ALONG THE LENGTH
OF THE GIRDER.
11. IN ADDITION TO THE UNIFORM LOADS SPECIFIED, DESIGN ALL JOISTS FOR AN ADDITIONAL
CONCENTRATED LOAD OF 1000 LB TO BE APPLIED AT ANY POINT ALONG THE TOP CHORD.
12. "32 LH 256/132" DENOTES A "LH" SERIES OPEN WEB STEEL JOIST (OWSJ) AS
AS MANUFACTURED BY VULCRAFT OR APPROVED EQUIVALENT.
DENOTES TOTAL LOAD/LIVE LOAD
DENOTES SERIES (K OR LH)
DENOTES JOIST DEPTH
13. BEARING SEAT DEPTH FOR "LH" SERIES JOISTS SHALL BE 5".
14. LIMIT JOIST AND GIRDER DESIGN DEFLECTION TO L/180 FOR TOTAL LOADS AND L/240
FOR LIVE LOADS ONLY. LIMIT MARKED MEMBERS (*) TO 2" DEFLECTION FOR TOTAL LOADS.
15. OWSJ MANUFACTURER SHALL REVIEW ALL BEARING SEAT CONNECTIONS AND SHALL
NOTIFY ENGINEER OF ANY CONDITIONS WHERE BEARING CONNECTIONS AS PROVIDED
MUST BE MODIFIED.
16. IT SHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY TO COORDINATE THE
WORK OF THE MISCELLANEOUS STEEL SUB-CONTRACTOR WITH THE OWSJ AND JOIST
GIRDER MANUFACTURER TO INSURE THAT THE DETAILS THAT ARE COMMON TO BOTH ARE
PROPERLY FABRICATED.
17. D# INDICATES D1 & D2 METAL DECK TYPE AND ATTACHMENT PER PARTIAL PLAN IN 10/S-004.
18. "<xx>" DENOTES TOP CHORD DESIGN LOAD (KIPS) OF JOISTS AND GIRDERS FOR MINIMUM AXIAL
TENSION OR COMPRESSION (STRENGTH LEVEL 1.0E)
19. DENOTES DISTANCE FROM F.F. TO TOP OF STEEL (BOTTOM OF METAL DECK).
31'-8"
20. P1 INDICATES OWSJ TIE PLATE PER 10/S-600
21. P2-P4 INDICATES GIRDER TIE PLATE PER 6/S-600
22. "(X/5)" DENOTES BLOCKING FREQUENCY PER 5/S-603
1 2 3 4 5
D
C
B
A
US Army Corps of Engineers ®
SHEET OF
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I 'D
F
IL
E
N A
M E
IS
S
U E
D A
T E
F
IL
E N
U M
B E
R
-2
-0
FOR COMPLIANCE REVIEW ONLY - CORRECTED FINAL DESIGN
D A
L
S T
A S
S P
E C
N O
C O
N T
R A
C T
N O
-2
-0
-S tr u .r v t
W
-1
-C
-0
S
E P
T E
M B
E R
09-30-2015
D D
J C
T R
A C
Y C
A L
IF
O R
N
IA
S -1
S-110
R O
O F
F R
A M
IN
G
P L A
N
A R
E A
A
F Y
G e n e r a l P u rp o s e
W a re h o u s e N o
G
IL
B A
N E
B U
IL
D
IN
G
C O
M P
A N
Y
S
H A
D E
L A
N D
S D
R W
A L N
U T
C R
E E
K
C A
C
R O
M W
E L L
A R
C H
IT
E
C T
S /E
N G
IN
E
E R
S
S
S
P R
IN
G
S T
L
IT
T L E
R O
C K
A
R
S A
C R
A M
E N
T O
D
IS
T R
IC
T
1/16" = 1'-0"S-110
1 ROOF FRAMING PLAN - AREA "A"
A C E
B D F
ADMIN
KEYPLAN
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
DAK0013
1 2 3 4 5 6 7 8
B
C
D
E
F
G
G
N
.2
K
G
N
.2
K
G
N
.2
K
G
N
.2
K
G
N
.2
K
G
N
.2
K
G
N
.4
K G
N
.4
K G
N
.4
K G
N
.4
K G
N
.4
K G
N
.4
K
32LH 248/132 OWSJ
G
N
.6
K G
N
.6
K G
N
.6
K G
N
.6
K G
N
.6
K
G
N
.6
K G
N
.6
K G
N
.6
K G
N
.6
K
G
N
.6
K
G
N
.6
K G
N
.6
K
G
N
.6
K G
N
.6
K G
N
.6
K G
N
.6
K G
N
.6
K G
N
.6
K
G
N
.5
K
G
N
.5
K
G
N
.5
K
G
N
.5
K
G
N
.5
K
G
N
.5
K
32LH 244/128 OWSJ 32LH 244/128 OWSJ 32LH 244/128 OWSJ 32LH 244/128 OWSJ
EQ. SPACING MAX. 4'-0" O.C.
47' - 4"
EQ. SPACING MAX. 4'-0" O.C.
50' - 0"
EQ. SPACING MAX. 4'-0" O.C.
50' - 0"
EQ. SPACING MAX. 4'-0" O.C.
50' - 0"
EQ. SPACING MAX. 4'-0" O.C.
50' - 0"
T Y
P U
.O .N
1' - 8"
TYP.
AT OWSJ
TYP.
AT OWSJ
S-600
TYP.
AT COL.
S-600TYP.
AT OWSJ
TYP. AT
GIRDER
TYP. AT
STRUT
TYP.12
S-600
S-600
S-600
D#
32'-10.75"
TYP. THIS LINE
33-11.5"
TYP. THIS LINE
35'-1.5"
TYP. THIS LINE
36'-3.5"
TYP. THIS LINE
37'-5.5"
TYP. THIS LINE
38'-7.5"
TYP. THIS LINE
S-601
S-603
S-603
S-603
S-603
S-601
S-603
TYP.
1' - 8"
1' - 6"
1' - 8"
S-004
SKYLIGHT FRAMING PER
S-601
TYP.
@ FAN
S-601
S-601
TYP.
TYP.
5.2
13'-2" 15'-2"
P1 P1 P1 P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P3
P3
P3
P3
P4
P4
P4
P3
P3 P3 P3 P3
P4
P4
P4
P3
P3
P3
P2
P2
P2
/5
<115>
/5
/5
/5
/5
/5
/5
/5
/5
/5
/5
/5
/5
/5
/5
/5
/5
/5
/5
/5
/5
/5
/5
/5
/5
/5
/5
/5
/5
/5
/5
/5
/5
/5
/5
/5
P2
P2
P2
P3
P3
<115>
<115>
<115>
<115>
<115>
<115>
<115>
<115>
<115>
<115> <115> <115>
<115> <115> <115>
<115> <115> <115>
<115> <115> <115>
<115> <115> <115>
S-603
TYP. AT
GIRDER
<12.5>
<12.5>
<12.5>
<12.5>
<12.5>
<12.5>
<12.5>
<12.5>
<12.5>
<12.5>
<12.5>
<12.5>
<12.5>
<12.5>
<12.5>
<12.5>
<12.5>
<12.5>
<12.5>
<12.5>
<12.5>
<12.5>
<12.5>
<12.5>
<12.5>
<12.5>
<12.5>
<12.5>
<12.5>
<12.5>
<12.5>
<12.5>
<12.5>
<12.5>
<12.5>
<12.5>
<12.5>
<12.5>
<12.5>
<12.5>
<12.5>
<12.5>
<12.5>
<12.5>
<12.5>
<12.5>
<12.5>
<12.5>
ROOF FRAMING NOTES
1. SEE GENERAL NOTES ON SHEET S-001 AND S-002 AND TYPICAL DETAILS
ON SHEETS S-003 THRU S-008.
2. ANCHOR BOLTS AND STRAPS EMBEDDED IN CONCRETE PANELS SHALL BE
COORDINATED WITH ROOF CONTRACTOR FOR ACCURATE ALIGNMENT.
3. CONTRACTOR MAY USE ALTERNATE JOIST MANUFACTURER WITH PROJECT
ENGINEER APPROVAL.
4. OPEN WEB STEEL JOIST (OWSJ) AND JOIST GIRDERS SHALL BE DESIGNED FOR
AN ADDITIONAL DOWNWARD WIND PRESSURE OF 16PSF AND FOR THE WIND
UPLIFT SPECIFIED ON S-117.
5. PANELIZED ROOF CONTRACTOR SHALL PROVIDE ALL FRAMING AT VENTILATION HATCHES,
ROOF HATCHES, AND OTHER PENETRATIONS UNLESS OTHERWISE NOTED.
6. "48 G5N 5.4K *" DENOTES OPEN WEB STEEL JOIST GIRDER
AS MANUFACTURED BY VULCRAFT OR APPROVED EQUIVALENT
INTIDCATES DESIGN DEFLECTION LIMIT PER NOTE #14
DENOTES TOTAL DESIGN LOAD (KIPS APPLIED AT EACH PANEL
POINT (INCLUDES JOIST GIRDER SELF WEIGHT)
DENOTES NUMBER OF PURLIN PANEL JOINTS
DENOTES JOIST GIRDER DEPTH
7. PURLINS THAT FRAME DIRECTLY OVER COLUMNS ARE NOT INCLUDED IN THE GIRDER
PANEL JOINT DESIGNATION.
8. THE SPAN LENGTH IS BASED ON GIRDER SPAN FROM GRID LINE TO GRID LINE. ACTUAL
GIRDER FABRICATED LENGTH WILL DIFFER AND MUST ACCOUNT FOR DETAILS OF END
SUPPORTS. PRIOR TO FABRICATION.
9. GIRDERS SHALL BE FABRICATED WITH A UNIFORM DEPTH U.O.N.
10. DESIGN JOIST GIRDERS FOR CONCENTRATED LOAD OF 2,500 LB. THIS LOAD IS TO
PROVIDE AN ALLOWANCE FOR FUTURE MECHANICAL UNIT WEIGHTS OR OTHER
UNANTICIPATED LOADS AND IS TO BE APPLIED AT ANY PANEL POINT ALONG THE LENGTH
OF THE GIRDER.
11. IN ADDITION TO THE UNIFORM LOADS SPECIFIED, DESIGN ALL JOISTS FOR AN ADDITIONAL
CONCENTRATED LOAD OF 1000 LB TO BE APPLIED AT ANY POINT ALONG THE TOP CHORD.
12. "32 LH 256/132" DENOTES A "LH" SERIES OPEN WEB STEEL JOIST (OWSJ) AS
AS MANUFACTURED BY VULCRAFT OR APPROVED EQUIVALENT.
DENOTES TOTAL LOAD/LIVE LOAD
DENOTES SERIES (K OR LH)
DENOTES JOIST DEPTH
13. BEARING SEAT DEPTH FOR "LH" SERIES JOISTS SHALL BE 5".
14. LIMIT JOIST AND GIRDER DESIGN DEFLECTION TO L/180 FOR TOTAL LOADS AND L/240
FOR LIVE LOADS ONLY. LIMIT MARKED MEMBERS (*) TO 2" DEFLECTION FOR TOTAL LOADS.
15. OWSJ MANUFACTURER SHALL REVIEW ALL BEARING SEAT CONNECTIONS AND SHALL
NOTIFY ENGINEER OF ANY CONDITIONS WHERE BEARING CONNECTIONS AS PROVIDED
MUST BE MODIFIED.
16. IT SHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY TO COORDINATE THE
WORK OF THE MISCELLANEOUS STEEL SUB-CONTRACTOR WITH THE OWSJ AND JOIST
GIRDER MANUFACTURER TO INSURE THAT THE DETAILS THAT ARE COMMON TO BOTH ARE
PROPERLY FABRICATED.
17. D# INDICATES D1 & D2 METAL DECK TYPE AND ATTACHMENT PER PARTIAL PLAN IN 10/S-004.
18. "<xx>" DENOTES TOP CHORD DESIGN LOAD (KIPS) OF JOISTS AND GIRDERS FOR MINIMUM AXIAL
TENSION OR COMPRESSION (STRENGTH LEVEL 1.0E)
19. DENOTES DISTANCE FROM F.F. TO TOP OF STEEL (BOTTOM OF METAL DECK).
31'-8"
20. P1 INDICATES OWSJ TIE PLATE PER 10/S-600
21. P2-P4 INDICATES GIRDER TIE PLATE PER 6/S-600
22. "(X/5)" DENOTES BLOCKING FREQUENCY PER 5/S-603
1 2 3 4 5
D
C
B
A
US Army Corps of Engineers ®
SHEET OF
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I 'D
F
IL
E
N A
M E
IS
S
U E
D A
T E
F
IL
E N
U M
B E
R
-2
-0
FOR COMPLIANCE REVIEW ONLY - CORRECTED FINAL DESIGN
D A
L
S T
A S
S P
E C
N O
C O
N T
R A
C T
N O
-2
-0
-S tr u .r v t
W
-1
-C
-0
S
E P
T E
M B
E R
09-30-2015
D D
J C
T R
A C
Y C
A L
IF
O R
N
IA
S -1
S-111
R O
O F
F R
A M
IN
G
P L A
N
A R
E A
B
F Y
G e n e r a l P u rp o s e
W a re h o u s e N o
G
IL
B A
N E
B U
IL
D
IN
G
C O
M P
A N
Y
S
H A
D E
L A
N D
S D
R W
A L N
U T
C R
E E
K
C A
C
R O
M W
E L L
A R
C H
IT
E
C T
S /E
N G
IN
E
E R
S
S
S
P R
IN
G
S T
L
IT
T L E
R O
C K
A
R
S A
C R
A M
E N
T O
D
IS
T R
IC
T
1/16" = 1'-0"S-111
1 ROOF FRAMING PLAN - AREA "B"
A C E
B D F
ADMIN
KEYPLAN
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
DAK0013
7 8 9 10 11 12 13 14
J
K
L
M
N
O
P
G
N
.2
K
G
N
.2
K
G
N
.2
K
G
N
.2
K
G
N
.2
K
G
N
.2
K
G
N
.5
K
G
N
.5
K
G
N
.5
K
G
N
.5
K
G
N
.5
K
G
N
.5
K
G
N
.4
K
G
N
.6
K
G
N
.6
K
G
N
.6
K G
N
.6
K
G
N
.6
K
G
N
.6
K G
N
.6
K
G
N
.6
K
G
N
.6
K G
N
.6
K
G
N
.6
K
G
N
.6
K G
N
.6
K
G
N
.6
K
G
N
.6
K G
N
.6
K
G
N
.6
K
G
N
.6
K
G
N
.4
K G
N
.4
K G
N
.4
K G
N
.4
K G
N
.4
K
EQ. SPACING MAX. 4'-0" O.C.
50' - 0"
EQ. SPACING MAX. 4'-0" O.C.
50'-0"
EQ. SPACING MAX. 4'-0" O.C.
50' - 0"
EQ. SPACING MAX. 4'-0" O.C.
50' - 0"
EQ. SPACING MAX. 4'-0" O.C.
50' - 0"
T Y
P U
.O .N
TYP.
AT OWSJ
TYP.
AT OWSJ
D#
" 12
S-600
S-600
TYP. AT
GIRDER
TYP. AT
STRUT
S-600
TYP.
S-600
TYP.
AT COL.
S-600
TYP.
AT OWSJ
S-603
S-603
S-603
S-603
S-601
S-601
T Y
P
S-603
TYP.
1' - 6"
1' - 8"
1' - 6"
1' - 8"
32LH 244/128 OWSJ 32LH 244/128 OWSJ 32LH 244/128 OWSJ 32LH 244/128 OWSJ 32LH 244/128 OWSJ
Q
S-004
SKYLIGHT FRAMING PER
S-601
TYP.
@ FAN
S-601
S-601
32'-10.75"
TYP. THIS LINE
33-11.5"
TYP. THIS LINE
35'-1.5"
TYP. THIS LINE
36'-3.5"
TYP. THIS LINE
37'-5.5"
TYP. THIS LINE
38'-7.5"
TYP. THIS LINE
39'-9.5"
TYP. THIS LINE
TYP.
TYP.
15'-2"
13'-2"
13'-2" 15'-2"
/5
/5
/5
/5
/5
/5
/5
/5
/5
/5
/5
/5
/5
/5
/5
/5
/5
/5
/5
/5
/5
/5
/5
/5
/5
/5
/5
/5
/5
/5
/5
/5
/5
<115>
<115>
<115>
<115>
<115>
<115>
<115>
<115>
<115>
<115>
<115>
<115>
<115>
<115>
<115>
<115>
<115>
<115>
<115>
<115>
<115>
<115>
<115>
<115>
<115>
<115>
<115>
<115>
<115>
<115>
/5
/5
/5
P3
P3
P3 P4 P3
P3
P3
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P2
P3
P2
P2
P2
P2
P3
P4
P4
P3 P3 P3
P3
P3
P4
P4
P4
P4
P4
P3
P3
P2
P2
P2
P3
S-603
TYP. AT
GIRDER
<12.5>
<12.5>
<12.5>
<12.5>
<12.5>
<12.5>
<12.5>
<12.5>
<12.5>
<12.5>
<12.5>
<12.5>
<12.5>
<12.5>
<12.5>
<12.5>
<12.5>
<12.5>
<12.5>
<12.5>
<12.5>
<12.5>
<12.5>
<12.5>
<12.5>
<12.5>
<12.5>
<12.5>
<12.5>
<12.5>
<12.5>
<12.5>
<12.5>
<12.5>
<12.5>
<12.5>
<12.5>
<12.5>
<12.5>
<12.5>
<12.5>
<12.5>
<12.5>
<12.5>
<12.5>
<12.5>
<12.5>
<12.5>
<12.5>
<12.5>
<12.5>
<12.5>
ROOF FRAMING NOTES
1. SEE GENERAL NOTES ON SHEET S-001 AND S-002 AND TYPICAL DETAILS
ON SHEETS S-003 THRU S-008.
2. ANCHOR BOLTS AND STRAPS EMBEDDED IN CONCRETE PANELS SHALL BE
COORDINATED WITH ROOF CONTRACTOR FOR ACCURATE ALIGNMENT.
3. CONTRACTOR MAY USE ALTERNATE JOIST MANUFACTURER WITH PROJECT
ENGINEER APPROVAL.
4. OPEN WEB STEEL JOIST (OWSJ) AND JOIST GIRDERS SHALL BE DESIGNED FOR
AN ADDITIONAL DOWNWARD WIND PRESSURE OF 16PSF AND FOR THE WIND
UPLIFT SPECIFIED ON S-117.
5. PANELIZED ROOF CONTRACTOR SHALL PROVIDE ALL FRAMING AT VENTILATION HATCHES,
ROOF HATCHES, AND OTHER PENETRATIONS UNLESS OTHERWISE NOTED.
6. "48 G5N 5.4K *" DENOTES OPEN WEB STEEL JOIST GIRDER
AS MANUFACTURED BY VULCRAFT OR APPROVED EQUIVALENT
INTIDCATES DESIGN DEFLECTION LIMIT PER NOTE #14
DENOTES TOTAL DESIGN LOAD (KIPS APPLIED AT EACH PANEL
POINT (INCLUDES JOIST GIRDER SELF WEIGHT)
DENOTES NUMBER OF PURLIN PANEL JOINTS
DENOTES JOIST GIRDER DEPTH
7. PURLINS THAT FRAME DIRECTLY OVER COLUMNS ARE NOT INCLUDED IN THE GIRDER
PANEL JOINT DESIGNATION.
8. THE SPAN LENGTH IS BASED ON GIRDER SPAN FROM GRID LINE TO GRID LINE. ACTUAL
GIRDER FABRICATED LENGTH WILL DIFFER AND MUST ACCOUNT FOR DETAILS OF END
SUPPORTS. PRIOR TO FABRICATION.
9. GIRDERS SHALL BE FABRICATED WITH A UNIFORM DEPTH U.O.N.
10. DESIGN JOIST GIRDERS FOR CONCENTRATED LOAD OF 2,500 LB. THIS LOAD IS TO
PROVIDE AN ALLOWANCE FOR FUTURE MECHANICAL UNIT WEIGHTS OR OTHER
UNANTICIPATED LOADS AND IS TO BE APPLIED AT ANY PANEL POINT ALONG THE LENGTH
OF THE GIRDER.
11. IN ADDITION TO THE UNIFORM LOADS SPECIFIED, DESIGN ALL JOISTS FOR AN ADDITIONAL
CONCENTRATED LOAD OF 1000 LB TO BE APPLIED AT ANY POINT ALONG THE TOP CHORD.
12. "32 LH 256/132" DENOTES A "LH" SERIES OPEN WEB STEEL JOIST (OWSJ) AS
AS MANUFACTURED BY VULCRAFT OR APPROVED EQUIVALENT.
DENOTES TOTAL LOAD/LIVE LOAD
DENOTES SERIES (K OR LH)
DENOTES JOIST DEPTH
13. BEARING SEAT DEPTH FOR "LH" SERIES JOISTS SHALL BE 5".
14. LIMIT JOIST AND GIRDER DESIGN DEFLECTION TO L/180 FOR TOTAL LOADS AND L/240
FOR LIVE LOADS ONLY. LIMIT MARKED MEMBERS (*) TO 2" DEFLECTION FOR TOTAL LOADS.
15. OWSJ MANUFACTURER SHALL REVIEW ALL BEARING SEAT CONNECTIONS AND SHALL
NOTIFY ENGINEER OF ANY CONDITIONS WHERE BEARING CONNECTIONS AS PROVIDED
MUST BE MODIFIED.
16. IT SHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY TO COORDINATE THE
WORK OF THE MISCELLANEOUS STEEL SUB-CONTRACTOR WITH THE OWSJ AND JOIST
GIRDER MANUFACTURER TO INSURE THAT THE DETAILS THAT ARE COMMON TO BOTH ARE
PROPERLY FABRICATED.
17. D# INDICATES D1 & D2 METAL DECK TYPE AND ATTACHMENT PER PARTIAL PLAN IN 10/S-004.
18. "" DENOTES TOP CHORD DESIGN LOAD (KIPS) OF JOISTS AND GIRDERS FOR…
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