NASJRB-1654Renovation_Drawings_27July2018.pdf
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- Building 1654 Renovation Federal contract opportunity
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FA667519RA0005-B1654 Drawings
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Text version
JULY 2018
FINAL (100%) SUBMITTAL
NOT FOR CONSTRUCTION
RENOVATION OF BUILDING 1654
FORT WORTH
TEXAS
CONSTRUCTION DOCUMENTS FOR
7/25/201826 July 2018
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INDEX OF DRAWINGS
SHEET ID TITLE
FIRE ALARM / MASS NOTIFICATION
FA001 FIRE ALARM / MASS NOTIFICATION LEGEND AND ABBREVIATIONS
FD101 FIRE ALARM / MASS NOTIFICATION DEMOLITION FLOOR PLAN
FA101 FIRE ALARM / MASS NOTIFICATION PLAN - EAST
FA102 FIRE ALARM / MASS NOTIFICATION PLAN - WEST
FA501 FIRE ALARM DETAILS
FA601 FIRE ALARM / MASS NOTIFICATION RISER DIAGRAM AND MATRIX
FIRE PROTECTION
FP001 FIRE PROTECTION SYMBOLS AND ABBREVIATIONS
FP101 FIRE PROTECTION PLAN EAST
FP102 FIRE PROTECTION PLAN WEST
FP201 FIRE PROTECTION DETAILS
LP101 LIFE SAFETY PLAN
LP601 OCCUPANT LOAD CALCULATIONS
PLUMBING
P-001 PLUMBING SYMBOLS & ABBREVIATIONS
PD100 PLUMBING DEMOLITION PLAN
P-100 UNDER SLAB PLUMBING PLAN WEST
P-101 PLUMBING PLAN EAST
P-102 PLUMBING PLAN WEST
P-400 ENLARGED PLUMBING PLANS
P-500 PLUMBING DETAILS
P-600 PLUMBING SCHEDULES
P-900 PLUMBING ISOMETRICS
P-901 PLUMBING ISOMETRICS
MECHANICAL
M-001 MECHANICAL SYMBOLS & ABBREVIATIONS
M-002 MECHANICAL ABBREVIATIONS AND GENERAL NOTES
MD101 HVAC DEMOLITION PLAN - EAST
MD102 HVAC DEMOLITION PLAN - WEST
MD103 HVAC DEMOLITION ROOF PLAN - EAST
MD104 HVAC DEMOLITION ROOF PLAN - WEST
M-101 HVAC PLAN - EAST
M-102 HVAC PLAN - WEST
M-103 HVAC ROOF PLAN - EAST
M-104 HVAC ROOF PLAN - WEST
MH101 HYDRONIC PLAN - EAST
MH102 HYDRONIC PLAN - WEST
M-301 MECHANICAL SECTIONS
M-401 MECHANICAL- ENLARGED PLANS
M-501 MECHANICAL DETAILS
M-502 MECHANICAL DETAILS
M-503 MECHANICAL DETAILS
M-601 MECHANICAL SCHEDULES
M-602 MECHANICAL SCHEDULES
M-701 MECHANICAL CONTROLS
M-702 MECHANICAL CONTROLS
M-703 MECHANICAL CONTROLS
M-704 MECHANICAL CONTROLS
M-705 MECHANICAL CONTROLS
M-706 MECHANICAL CONTROLS
M-707 MECHANICAL CONTROLS
ELECTRICAL
E-001 ELECTRICAL LEGEND & ABBREVIATIONS
ED101 ELECTRICAL DEMOLITION PLAN
EL101 LIGHTING PLAN - EAST
EL102 LIGHTING PLAN - WEST
EL501 LIGHTING DETAIL
EP101 POWER PLAN - EAST
EP102 POWER PLAN - WEST
EP103 POWER PLAN - ROOF
EP501 POWER DETAILS
EP601 POWER ONE LINE DIAGRAM
EP602 PANEL SCHEDULES
EP603 PANEL SCHEDULES
EG101 LIGHTNING PROTECTION PLAN
EG501 LIGHTNING PROTECTION DETAILS
EG502 LIGHTNING PROTECTION DETAILS
TELECOMMUNICATIONS
T-001 TELECOMMUNICATIONS LEGEND AND ABBREVIATIONS
TD101 TELECOMMUNICATIONS DEMOLITION PLAN
TN101 TELECOMMUNICATIONS PLAN - EAST
TN102 TELECOMMUNICATIONS PLAN - WEST
TN401 ENLARGED TELECOMMUNICATIONS PLANS AND ELEVATIONS
TN501 TELECOMMUNICATIONS DETAILS
TN601 TELECOMMUNICATION RISERS
INDEX OF DRAWINGS
SHEET ID TITLE
GENERAL
G-000 COVER SHEET
G-001 DRAWING INDEX
G-100 PROJECT LOCATION
G-101 CONSTRUCTION AREA PLAN
CIVIL
CD100 DEMOLITION SITE PLAN
CS100 SITE PLAN
CU100 UTILITY SITE PLAN
C-501 PAVING DETAILS
C-502 ACCESSIBLE PARKING PLAN AND DETAILS
C-503 ACCESSIBLE BUILDING RAMP PLANS
C-504 UTILITY DETAILS
C-505 CONSTRUCTION FENCE DETAILS
STRUCTURAL
S-001 STRUCTURAL GENERAL NOTES
S-002 SPECIAL INSPECTIONS
S-003 SPECIAL INSPECTIONS AND WIND DIAGRAM
S-101 FIRST FLOOR PLAN
S-102 ROOF FRAMING PLAN
S-201 TYPICAL DETAILS
S-202 TYPICAL WALL DETAILS
S-203 TYPICAL ROOF DETAILS
ARCHITECTURAL
A-001 LEGENDS, ABBREVIATIONS, & GENERAL NOTES
A-002 WALL TYPES
AD101 OVERALL DEMOLITION PLAN
AD102 DEMOLITION PLAN EAST
AD103 DEMOLITION PLAN WEST
AD130 ROOF DEMOLITION PLAN
AE101 OVERALL FLOOR PLAN
AE102 FLOOR PLAN EAST
AE103 FLOOR PLAN WEST
AE120 OVERALL REFLECTED CEILING PLAN
AE121 REFLECTED CEILING PLAN EAST
AE122 REFLECTED CEILING PLAN WEST
AE130 ROOF PLAN
AE201 BUILDING ELEVATIONS
AE202 ENLARGED BUILDING ELEVATIONS
AE301 BUILDING SECTIONS
AE310 WALL SECTIONS
AE311 WALL SECTIONS
AE401 ENLARGED PLANS
AE402 ENLARGED PLANS
AE403 ENLARGED PLANS
AE501 ROOF DETAILS
AE502 DETAILS
AE503 DOOR DETAILS
AE504 DOOR DETAILS
AE505 WINDOW DETAILS
AE506 RAMP DETAILS
AE601 DOOR SCHEDULE
AE602 WINDOW SCHEDULE
AF001 FINISH MATERIALS LIST
AF601 ROOM FINISH SCHEDULE
AI101 FLOOR PATTERN PLAN
AI201 TYPICAL ABA ELEVATIONS
AI202 INTERIOR ELEVATIONS
AI203 INTERIOR ELEVATIONS
AI204 INTERIOR ELEVATIONS
AI205 INTERIOR ELEVATIONS
AI206 INTERIOR ELEVATIONS
AI207 INTERIOR ELEVATIONS
AI501 MILLWORK DETAILS
AI502 MILLWORK DETAILS
INTERIORS
IF101 OVERALL FURNITURE PLAN
IF102 FURNITURE PLAN EAST
IF103 FURNITURE PLAN WEST
IG101 OVERALL SIGNAGE PLAN
IG102 SIGNAGE PLAN EAST
IG103 SIGNAGE PLAN WEST
IG501 SIGN TYPES
IG502 SIGN TYPES
IG601 SIGN SCHEDULE
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DOWNSOUT
ANTENNA TOWER
CP#106
N:6968963.61
E:2297699.76
EL:598.53
CP MAG NAIL
N:6968812.17
E:2297871.33
EL:597.64
6' HIGH CONSTRUCTION
FENCE, RE:
10' WIDE DOUBLE
SWING GATES, RE:
(20' WIDE OPENING)
6' HIGH CONSTRUCTION
FENCE, RE:
C1
C-505
C1
C-505
B1
C-505
20' 40'0SCALE: 1" = 20'
A1
CONSTRUCTION AREA PLAN
D
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SHEET
IDENTIFICATION
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F I
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UNCLASSIFIED // FOUO
UNCLASSIFIED // FOUO
FINAL (100%) SUBMITTAL - FOR CONSTRUCTION
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102325
ELLIOT D. PODUSKA
07/25/2018
G-101
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52"
36"
24"
36"
E
E
EBOX
GENERATOR
FH
F N
C
P
O
C
GRASS
GUY
G R
G
H T
I N
G
LP
LP
LP
O
H E
POST 1.25W 3.3H
3-FLAGPOLES
ANTENNA
PP
PP
ROH
ROH
D
D D
D
301MXS
DO NOT ENTER
NO RIGHT TURN
U
W
A L L
X X
X
X
X
E x
E x
ASPHALT
ASPHALT
R A
M P
DOWN SPOUT
DOWN SPOUT
DOWN SPOUT
DOWN SPOUT DOWN SPOUT
DOWN SPOUT
DOWN SPOUT
DOWN SPOUT
DOWN SPOUT
I T
C H
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
NO PKNG LOADING ZONE
R A
M P
W A
L L
W A
L L
O
H E
C
O
N
C
ASPHALT
AIRPLANE STATUE
POST
POST
POST
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
G R
G
H T
I N
G
G R
G
H T
I N
G
R O
H
SD
x
SD
x
SD
x
SD
x
SD
x
SD
x
SD
x
SD
x
SD
x
SD
x
SD
x
SD
x
SD
x
SD
x
SD
x
SD
x
SD
x
R
C P
18"RCP
18"RCP
24"RCP
S
D x
S
D x
S
D x
R
C
P
S
D x
S
D x
S
D x
S
D x
S
D x
S
D x
R
C
P
30"RCP
CP#101
N:6968889.21
E:2298125.29
EL:596.76
CHISELED 'X'
WOODEN
BLDG.
SMOKING
AREA
ALUM.
BLDG.
CP#102
N:6968861.53
E:2298078.06
EL:597.63
CHISELED 'X'
CP#103
N:6969032.90
E:2297942.06
EL:597.05
CHISELED 'X'
CP#105
N:6969097.92
E:2297735.40
EL:598.93
CHISELED 'X'
NO LEFT TURN
YIELD NO PKNG
STOP DO NOT
ENTER
ONE WAY DO
NOT ENTER
CP#100
N:6969038.84
E:2298036.07
EL:597.23
REBAR WITH 'X'
(CORNER CONC. PAD)
CP#104
N:6969196.96
E:2297813.40
EL:598.40
CHISELED 'X'
HC PARKING
HC PARKING
HC PARKING
8" BARRIER
POST HOLES
DIGITAL
SIGN
BLDG
W
W W
W W
W W
G
BUILDING 1654
SS
NO PKNG LOADING ZONE LP
LP
LP
8" BARRIER
POST HOLES
LP
EDGE OF EXISTING CONCRETE PAVEMENT
EXISTING FENCE
E X
I S
T I N
G
F
E N
C E
S
H
R
U
B
S
H
R
U
B
S
H
R
U
B
S
H
R
U
B
S
H
R
U
B
S
H
R
U
B
S
H
R
U
B
S
H
R
U
B
G E
N
TRANS
TRANS
A
I T
E
E
FH
FH
C H
A
IN
LIN
K
F N
C
G
GM
GV
LP
BTM VAULT:596.62
2-8"POST
FNC
R O
H
D
S
S
T
T
T
WV
WV
WV
WV
W
WVR
W
WVR
X
X
X
X
X X
X
X
X
X
X
X
X
X
X X X X X X
X
X X X X X X X X X X
X X X X X X X X
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
UNKNOWN UTIL
FF:597.10
CHAINLINK FNC
UNKNOWN UTIL
EU
x
EU
x
EU
x E U x
E U x
E U x
E U x
C U x
C U x
C U x
C U x
C U x
C U x
C U x
S
D x
S
D x
S D x
S D x
S D x
S D x
X X
X X
X X
X X
DOWNSOUT
R
C
P
8"SSL
8"SSL
ANTENNA TOWER
R
C P
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
S S x
S
S x
S S x
S S x
S
S x
S S x
S
S x
S
S x S
S x S
S x S
S x S
S x S
S x S
S x S
S x
S S x
S
S x
CP#106
N:6968963.61
E:2297699.76
EL:598.53
CP MAG NAIL
N:6968812.17
E:2297871.33
EL:597.64
WL DEPTH 2.6
ELEC DEPTH 2.6
WL DEPTH 2.7
GL DEPTH 2.3
APPROXIMATE
LOCATION,
NOT MARKED
WV TOP 1" PIPE
WV TOP 3/4" PIPE
UTIL VAULT
FULL OF
DEBRIS
SSMH TR:598.15
8"FL IN NW:592.03
4:FL IN NW:594.05
6"FL IN N:593.12
8"FL OUT SE:591.97
SSMH TR:596.20
FL IN NW:591.35
FL OUT SW:591.30
SDMH TR:598.31
FL 15" N/ 15" W:594.04
FL 9" S:594.28
SGDI TR:597.47
FL SE:594.38
BTM:594.33
EMH TR:598.52
BTM:591.90
CONDUIT OUT:594.52
SGDI TR:598.61
FL 8" STEEL:596.98
TELMH TR:598.37
BTM:590.92
CONDUIT OUT:594.52
SDMH TR:597.91
FL (E):591.08'
FL (S):593.11'
TELMH TR:596.70
BTM:587.28
CONDUIT OUT:594.20
TELMH TR:596.67
BTM:589.22
CONDUIT OUT:594.17
SGDI TR:595.87
FL SW:591.74
SDMH TR:598.28
FL (N/W/E):590.05'
FL (S):593.80'
SDMH TR:596.46
SDMH TR:596.46
RECORDED 30"RCP
IN FROM WEST
DGDI TR:595.33
COMM TR:596.18
BTM:592.68'
CABLES RUN NORTH,
SOUTH AND WEST
SDMH TR:596.24
FL (S):590.78'
EMH TR:596.35
BTM:591.57
REMOVE EXISTING PAVEMENT
MARKINGS AND REPLACE WITH
NEW AS SHOWN ON SHEET CS100
REMOVE EXISTING
CONCRETE SIDEWALK
REMOVE EXISTING
CONCRETE RAMP
REMOVE EXISTING
CONCRETE SIDEWALK
REMOVE EXISTING
CONCRETE RAMP,
RAILING, LANDING
AND STEP
REMOVE EXISTING
CONCRETE SIDEWALK
REMOVE EXISTING CONCRETE
CURB RAMP AND ASPHALT
PAVEMENT AROUND RAMP
(20' x 6')
61'±
REMOVE EXISTING ACCESSIBLE
PARKING SIGNS AND PAVEMENT
MARKINGS
REMOVE EXISTING
CONCRETE CURB AND
GUTTER TO NEAREST
JOINT
REMOVE EXISTING CONCRETE
CURB RAMP AND ASPHALT
PAVEMENT AROUND RAMP
(10' x 8.5')
REMOVE EXISTING
CONCRETE CURB AND
GUTTER TO NEAREST
JOINT
EXISTING POST
TO REMAIN
SAW CUT EXISTING
CONCRETE PAVEMENT
FOR NEW SEWER LINE
REMOVE EXISTING PAVEMENT
MARKINGS AND REPLACE
WITH NEW AS SHOWN ON
SHEET CS100
CONCRETE STEPS AND DOOR
BEING REMOVED. PATCH VOID
WITH CONCRETE. MACTH
EXISTING ELEVATION.
DEMO TRANSFORMER AND
PAD. RETAIN PRIMARY
CONDUIT AND CONDUCTOR
FOR REUSE.
REMOVE AND RE PLACE
EXISTING SHRUBS AND
BRUSH WITH BERMUDA
SOD
REMOVE AND RE PLACE
EXISTING SHRUBS AND
BRUSH WITH BERMUDA
SOD
REMOVE AND RE PLACE
EXISTING SHRUBS AND
BRUSH WITH BERMUDA
SOD
D
C
A
B
D E
S C
R I P
T I O
N D
A T
E S
Y M
B O
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B Y
SHEET
IDENTIFICATION
D
G N
S P
E C
S
Y S
T I M
E
U
S E
R N
A M
E
N A
V A
L
A
A
T I O
N
J O
I N
T
R
E S
E R
S
E
F O
R
T H
T
X
S O
L I C
I T
A T
I O
N
N
O
D R
A W
N
B
Y
E
C
H A
V E
Z
C K
D
B
Y
A
S
E A
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D E
S I G
N
B
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E
P
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U S
K A
I S
S U
E
D
A T
E
J U
S B
D
L U
K E
C O
N T
R A
S I Z
E
X
F I
M
B E
R
UNCLASSIFIED // FOUO
UNCLASSIFIED // FOUO
FINAL (100%) SUBMITTAL - FOR CONSTRUCTION
F I
M
E
P L O
T
D
A T
E
P
M
R E
N O
V A
T I O
N
O
F
B
U I L
D I N
G
P L O
T
S
C A
L E
O w m e r r i c k c o m
S A
N
A
N T
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I O
T
E X
S U
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E
S
O N
T E
R R
A
B
L V
D
M E
R R
I C
M
P A w b l a i r r e m y c o m
O K
L A
H O
T
Y
O
K L
A H
O M
A
J D
M
P
L A
C E
S
U I T
E
S
M
I C
K E
Y
M
A N
T L
E
D
R I V
E
B L
A
M
Y
A
R C
H I T
E C
T S
L
I
C
E N
S
E
D
N
P
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O
F
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S
S
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E
N
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I
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E
E
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A
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102325
ELLIOT D. PODUSKA
07/25/2018
D E
M O
L I T
I O
N
S I T
E
P
L A
N
CD100
C D
D
W G
20' 40'0SCALE: 1" = 20'
A1
DEMOLITION SITE PLAN
H
R
U
B
S
H
R
U
B
S
H
R
U
B
S
H
R
U
B
S
H
R
U
B
52"
36"
24"
36"
E
E
F N
C
P
O
C
GRASS
GUY
G R
G
H T
I N
G
LP
LP
LP
POST 1.25W 3.3H
3-FLAGPOLES
ANTENNA
PP
PP
ROH
ROH
D
D D
D
301MXS
DO NOT ENTER
NO RIGHT TURN
W A
L L
X X
X
X
X
ASPHALT
ASPHALT
DOWN SPOUT
DOWN SPOUT
DOWN SPOUT
DOWN SPOUT DOWN SPOUT
DOWN SPOUT
DOWN SPOUT
DOWN SPOUT
DOWN SPOUT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
NO PKNG LOADING ZONE
W A
L L
W A
L L
C
O
N
C
ASPHALT
AIRPLANE STATUE
POST
POST
POST
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
G R
G
H T
I N
G
G R
G
H T
I N
G
R O
H
CP#101
N:6968889.21
E:2298125.29
EL:596.76
CHISELED 'X'
WOODEN
BLDG.
SMOKING
AREA
ALUM.
BLDG.
CP#102
N:6968861.53
E:2298078.06
EL:597.63
CHISELED 'X'
CP#103
N:6969032.90
E:2297942.06
EL:597.05
CHISELED 'X'
CP#105
N:6969097.92
E:2297735.40
EL:598.93
CHISELED 'X'
NO LEFT TURN
YIELD NO PKNG
STOP DO NOT
ENTER
ONE WAY DO
NOT ENTER
CP#100
N:6969038.84
E:2298036.07
EL:597.23
REBAR WITH 'X'
(CORNER CONC. PAD)
CP#104
N:6969196.96
E:2297813.40
EL:598.40
CHISELED 'X'
8" BARRIER
POST HOLES
DIGITAL
SIGN
BLDG
G
BUILDING 1654
SS
NO PKNG LOADING ZONE LP
LP
LP
8" BARRIER
POST HOLES
LP
EDGE OF EXISTING CONCRETE PAVEMENT
EXISTING FENCE
E X
I S
T I N
G
F
E N
C E
E
E
C H
A
IN
LIN
K
F N
C
G
LP
2-8"POST
FNC
R O
H
D
S
S
T
T
T
W
W
X
X
X
X
X X
X
X
X
X
X
X
X
X
X X X X X X
X
X X X X X X X X X X
X X
X X X X X X
FF:597.10
CHAINLINK FNC
X X
X X
X X
X X
DOWNSOUT
ANTENNA TOWER
CP#106
N:6968963.61
E:2297699.76
EL:598.53
CP MAG NAIL
N:6968812.17
E:2297871.33
EL:597.64
CONCRETE SIDEWALK,
RE:
CONCRETE
SIDEWALK,
RE:
ACCESSIBLE
BUILDING
RAMP WITH
RAILING
RAILING TO
EXISTING
LANDING
CONCRETE SIDEWALK,
RE:
ACCESSIBLE
BUILDING
RAMP WITH
RAILING
CONCRETE CURB
AND GUTTER, RE:
ASPHALT
PAVEMENT,
RE:
ASPHALT
PAVEMENT,
RE:
FOR ENLARGED PLAN
OF ACCESSIBLE
PARKING, RE:
FOR ENLARGED PLAN
OF ACCESSIBLE
PARKING, RE:
FOR ENLARGED PLAN
OF ACCESSIBLE
RAMP, RE:
FOR ENLARGED PLAN
OF ACCESSIBLE
RAMP, RE:
C1
C-501
B3
C-501
C1
C-502
C2
C-501
B1
C-503
C2
C-501
B1
C-502
B4
C-503
B3
C-501
B3
C-501
NEW CONCRETE
STOOP. REFER
TO STRUCTURAL
DRAWINGS
NEW 5' WIDE
CONCRETE
SIDEWALK, RE:
B3
C-501
D
C
A
B
D E
S C
R I P
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N D
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Y M
B O
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B Y
SHEET
IDENTIFICATION
D
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S P
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Y S
T I M
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S E
R N
A M
E
N A
V A
L
A
A
T I O
N
J O
I N
T
R
E S
E R
S
E
F O
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T H
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X
S O
L I C
I T
A T
I O
N
N
O
D R
A W
N
B
Y
E
C
H A
V E
Z
C K
D
B
Y
A
S
E A
L
D E
S I G
N
B
Y
E
P
O D
U S
K A
I S
S U
E
D
A T
E
J U
S B
D
L U
K E
C O
N T
R A
S I Z
E
X
F I
M
B E
R
UNCLASSIFIED // FOUO
UNCLASSIFIED // FOUO
FINAL (100%) SUBMITTAL - FOR CONSTRUCTION
F I
M
E
P L O
T
D
A T
E
P
M
R E
N O
V A
T I O
N
O
F
B
U I L
D I N
G
P L O
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C A
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O w m e r r i c k c o m
S A
N
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S U
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R R
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P A w b l a i r r e m y c o m
O K
L A
H O
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K L
A H
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J D
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U I T
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K E
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A N
T L
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D
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B L
A
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H I T
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T S
L
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102325
ELLIOT D. PODUSKA
07/25/2018
CS100
C S
D
W G
20' 40'0SCALE: 1" = 20'
A1
SITE PLAN
S I T
E
P
L
H
R
U
B
S
H
R
U
B
S
H
R
U
B
S
H
R
U
B
S
H
R
U
B
52"
36"
24"
36"
E
E
EBOX
GENERATOR
FH
F N
C
P
O
C
GRASS
GUY
G R
G
H T
I N
G
LP
LP
LP
O
H E
POST 1.25W 3.3H
3-FLAGPOLES
ANTENNA
PP
PP
D
D D
D
301MXS
DO NOT ENTER
NO RIGHT TURN
U
W
A L L
X X
X
X
X
E x
E x
ASPHALT
ASPHALT
DOWN SPOUT
DOWN SPOUT
DOWN SPOUT
DOWN SPOUT DOWN SPOUT
DOWN SPOUT
DOWN SPOUT
DOWN SPOUT
DOWN SPOUT
I T
C H
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
ASPHALT
NO PKNG LOADING ZONE
W A
L L
W A
L L
O
H E
C
O
N
C
ASPHALT
AIRPLANE STATUE
POST
POST
POST
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
G R
G
H T
I N
G
G R
G
H T
I N
G
SD
x
SD
x
SD
x
SD
x
SD
x
SD
x
SD
x
SD
x
SD
x
SD
x
SD
x
SD
x
SD
x
SD
x
SD
x
SD
x
SD
x
R
C P
18"RCP
18"RCP
24"RCP
S
D x
S
D x
S
D x
R
C
P
S
D x
S
D x
S
D x
S
D x
S
D x
S
D x
R
C
P
30"RCP
WOODEN
BLDG.
SMOKING
AREA
ALUM.
BLDG.
NO LEFT TURN
YIELD NO PKNG
STOP DO NOT
ENTER
ONE WAY DO
NOT ENTER
HC PARKING
HC PARKING
HC PARKING
8" BARRIER
POST HOLES
DIGITAL
SIGN
BLDG
W
W W
W W
W W
G
BUILDING 1654
SS
NO PKNG LOADING ZONE LP
LP
LP
8" BARRIER
POST HOLES
LP
EDGE OF EXISTING CONCRETE PAVEMENT
EXISTING FENCE
E X
I S
T I N
G
F
E N
C E
G E
N
TRANS
TRANS
A
I T
E
E
FH
FH
C H
A
IN
LIN
K
F N
C
G
GM
GV
LP
BTM VAULT:596.62
2-8"POST
FNC
D
S
S
T
T
T
WV
WV
WV
WV
W
WVR
W
WVR
X
X
X
X
X X
X
X
X
X
X
X
X
X
X X X X X X
X
X X X X X X X X X X
X X
X X X X X X
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
W x
UNKNOWN UTIL
FF:597.10
CHAINLINK FNC
UNKNOWN UTIL
EU
x
EU
x
EU
x E U x
E U x
E U x
E U x
C U x
C U x
C U x
C U x
C U x
C U x
C U x
S
D x
S
D x
S D x
S D x
S D x
S D x
X X
X X
X X
X X
DOWNSOUT
R
C
P
8"SSL
8"SSL
ANTENNA TOWER
R
C P
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
G x
S
S x
S S x
S S x
S
S x
S S x
S
S x
S S x
S
S x S
S x S
S x S
S x S
S x S
S x S
S x S
S x
S S x
S
S x
WL DEPTH 2.6
ELEC DEPTH 2.6
WL DEPTH 2.7
GL DEPTH 2.3
APPROXIMATE
LOCATION,
NOT MARKED
WV TOP 1" PIPE
WV TOP 3/4" PIPE
UTIL VAULT
FULL OF
DEBRIS
SSMH TR:598.15
8"FL IN NW:592.03
4:FL IN NW:594.05
6"FL IN N:593.12
8"FL OUT SE:591.97
SSMH TR:596.20
FL IN NW:591.35
FL OUT SW:591.30
SDMH TR:598.31
FL 15" N/ 15" W:594.04
FL 9" S:594.28
SGDI TR:597.47
FL SE:594.38
BTM:594.33
EMH TR:598.52
BTM:591.90
CONDUIT OUT:594.52
SGDI TR:598.61
FL 8" STEEL:596.98
TELMH TR:598.37
BTM:590.92
CONDUIT OUT:594.52
SDMH TR:597.91
FL (E):591.08'
FL (S):593.11'
TELMH TR:596.70
BTM:587.28
CONDUIT OUT:594.20
TELMH TR:596.67
BTM:589.22
CONDUIT OUT:594.17
SGDI TR:595.87
FL SW:591.74
SDMH TR:598.28
FL (N/W/E):590.05'
FL (S):593.80'
SDMH TR:596.46
SDMH TR:596.46
RECORDED 30"RCP
IN FROM WEST
DGDI TR:595.33
COMM TR:596.18
BTM:592.68'
CABLES RUN NORTH,
SOUTH AND WEST
SDMH TR:596.24
FL (S):590.78'
EMH TR:596.35
BTM:591.57
CONNECT TO EXISTING
SEWER LINE
CONTRACTOR TO VERIFY
DEPTH AND LOCATION OF
EXISTING LINE PRIOR TO
CONSTRUCTION. CONNECT
TO EXISTING SEWER LINE
DOUBLE YARD
CLEANOUT, RE:
DOUBLE YARD
CLEANOUT, RE:
SINGLE YARD
CLEANOUT,
RE:
SINGLE YARD
CLEANOUT,
RE:
SINGLE YARD
CLEANOUT,
RE:
C1
C-504
A1
C-504
A1
C-504
C1
C-504
PAVEMENT REPLACEMENT,
RE:
C4
C-501
BORE UNDER EXISTING
COVERED STRUCTURE
EXISTING CHILLER
EXISTING GENERATOR
BORE UNDER EXISTING
WALK AND UTILITIES
EXISTING ELECTRICAL
EQUIPMENT
C1
C-504
PROVIDE NEW UTILITY PAD-MOUNTED
TRANSFORMER. REFER TO SHEET
EP601 FOR SIZE
S S
S S
4" DI4" DI
P
V C
P
V C
P
V C
S S
S S
S S
S
S
SS SS
4" PVC
4" PVC
U E
P
V C
PROVIDE NEW SECONDARY CONDUIT
AND CONDUCTOR FROM NEW UTILITY
TRANSFORMER TO MAIN ELECTRICAL
ROOM REFER TO SHEET EP601 FOR
SIZES
D
C
A
B
D E
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R I P
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Y M
B O
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B Y
SHEET
IDENTIFICATION
D
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S P
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Y S
T I M
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A M
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N A
V A
L
A
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J O
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E R
S
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F O
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T H
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S O
L I C
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A T
I O
N
N
O
D R
A W
N
B
Y
E
C
H A
V E
Z
C K
D
B
Y
A
S
E A
L
D E
S I G
N
B
Y
E
P
O D
U S
K A
I S
S U
E
D
A T
E
J U
S B
D
L U
K E
C O
N T
R A
S I Z
E
X
F I
M
B E
R
UNCLASSIFIED // FOUO
UNCLASSIFIED // FOUO
FINAL (100%) SUBMITTAL - FOR CONSTRUCTION
F I
M
E
P L O
T
D
A T
E
P
M
R E
N O
V A
T I O
N
O
F
B
U I L
D I N
G
P L O
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S
C A
L E
O w m e r r i c k c o m
S A
N
A
N T
O N
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E X
S U
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E
S
O N
T E
R R
A
B
L V
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M E
R R
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P A w b l a i r r e m y c o m
O K
L A
H O
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Y
O
K L
A H
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A
J D
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P
L A
C E
S
U I T
E
S
M
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K E
Y
M
A N
T L
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D
R I V
E
B L
A
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Y
A
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H I T
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T S
L
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D
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102325
ELLIOT D. PODUSKA
07/25/2018
CU100
C U
D
W G
20' 40'0SCALE: 1" = 20'
A1
UTILITY SITE PLAN
U T
I L I T
Y
S I T
E
P
L
FOR USE WHEN PAVEMENT
SLOPE IS TOWARD CURB
FOR USE WHEN PAVEMENT
SLOPE IS AWAY FROM CURB
LEVEL
GUTTER
LINE
NO.3 BARS
TOE OF GUTTER
5 1/2"
1 1/2" BATTER
M
I N
2 1/2"
7" 1'-5"
4"
2'-0"
R
RE: CURB AND GUTTER 1 / C-501 FOR
REINFORCING STEEL PLACEMENT
TOP OF CURB
FACE OF CURB
TOP OF TOE
2'-0"
3"
CLEAR
CONTRACTION JOINT
NO. 3 BARS
CONTINUOUS
GUTTER
LINE
1/2" R
FINISHED GRADE
CURB AND GUTTER,
RE:
TACK
COAT
PRIME COAT
2 1/2" HOT-MIX SURFACE COURSE
EXISTING
BITUMINOUS
PAVEMENT
SAW CUT AND TACK COAT
REMOVE EXISTING
MATERIAL
EDGE OF EXISTING BITUMINOUS PAVEMENT
6" RAW SUBGRADE COMPACTED TO
AT LEAST 90% OF MAXIMUM DENSITY
(ASTM D 1557)
6 1/2" AGGREGATE-BASE COURSE
COMPACTED TO AT LEAST 95% OF
MAXIMUM DENSITY (ASTM D 1557)
8" LIME-STABILIZED SUBGRADE
COMPACTED TO AT LEAST 95% OF
MAXIMUM DENSITY (ASTM D 1557)
EXISTING
UNDERLYING
MATERIAL
6"
6"
M
I N
2'-0" MIN.
C1
C-501
6"
2'-0"
NEW HOT-MIX SURFACE
COURSE
PRIME
COAT
EDGE OF EXISTING
BITUMINOUS
PAVEMENT
SAW CUT AND TACK COAT
EXISTING BITUMINOUS
PAVEMENT
NEW AGGREGATE-BASE COURSE COMPACTED
TO AT LEAST 95% OF MAXIMUM LABORATORY
DENSITY (ASTM D 1557)
NEW LIME-STABILIZED SUBGRADE COMPACTED
TO AT LEAST 95% OF MAXIMUM LABORATORY
DENSITY (ASTM D 1557)
6" RAW SUBGRADE COMPACTED TO
AT LEAST 90% OF MAXIMUM DENSITY
(ASTM D 1557)
EXISTING
UNDERLYING
MATERIAL
REMOVE EXISTING MATERIAL
1/8"
1/8" R
1/2"
1 1/4"
6" RAW SUBGRADE COMPACTED
TO AT LEAST 90% OF MAXIMUM
LABORATORY DENSITY
(ASTM D 1557)
4" AGGREGATE-BASE COURSE COMPACTED
TO AT LEAST 95% OF MAXIMUM LABORATORY
DENSITY (ASTM D 1557)
6" x 6" W2.9 x W2.9 WELDED WIRE MESH
AS REQUIRED
SECTION
EXPANSION JOINTCONTRACTION JOINT
PREMOLDED EXPANSION
JOINT FILLER 60' O.C.
MAXIMUM
JOINT SEALANT
MAX. SPACING
5'-0"
P L A
N
S E
E
L A
Y O
U T
PLAN
SEE
LAYOUT
PLAN
SEE
LAYOUT
P L A
N
S E
E
L A
Y O
U T
LONGER RUN
OF SIDEWALK
1/2" PREMOLDED
EXPANSION JOINT
FILLER SHALL BE
PLACED PARALLEL
WITH THE LONGER
RUN OF SIDEWALK
CONTRACTION
JOINTS
3'-0"
CONTRACTION
JOINTS
1/2" PREMOLDED
EXPANSION
JOINT FILLER
3'-0"
TEE INTERSECTIONELL INTERSECTION
M A
T C
H
E X
I S
T I N
G
F I L L
S
E
C S
SEE SPECS. (TYP)
6" MIN.
(TYP)
EXISTING RIGID
PAVEMENT
SAW CUT TO 1 1/2" MIN. BEFORE
REMOVING EXISTING RIGID
PAVEMENT
CLASS "P" CONCRETE
NEW PAVEMENT TO MATCH
EXISTING IN THICKNESS AND
ELEVATIONS
3"
MIN.
REINFORCEMENT #4
BARS AT 12" O.C.E.W.
t
N.T.S.
C1
CONCRETE CURB AND GUTTER
D
C
A
B
D E
S C
R I P
T I O
N D
A T
E S
Y M
B O
L
B Y
SHEET
IDENTIFICATION
D
G N
S P
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Y S
T I M
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U
S E
R N
A M
E
N A
V A
L
A
A
T I O
N
J O
I N
T
R
E S
E R
S
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F O
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T H
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X
S O
L I C
I T
A T
I O
N
N
O
D R
A W
N
B
Y
E
C
H A
V E
Z
C K
D
B
Y
A
S
E A
L
D E
S I G
N
B
Y
E
P
O D
U S
K A
I S
S U
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D
A T
E
J U
S B
D
L U
K E
C O
N T
R A
S I Z
E
X
F I
M
B E
R
UNCLASSIFIED // FOUO
UNCLASSIFIED // FOUO
FINAL (100%) SUBMITTAL - FOR CONSTRUCTION
F I
M
E
P L O
T
D
A T
E
P
M
R E
N O
V A
T I O
N
O
F
B
U I L
D I N
G
P L O
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S
C A
L E
O w m e r r i c k c o m
S A
N
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S
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R R
A
B
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R R
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P A w b l a i r r e m y c o m
O K
L A
H O
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O
K L
A H
O M
A
J D
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P
L A
C E
S
U I T
E
S
M
I C
K E
Y
M
A N
T L
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D
R I V
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B L
A
M
Y
A
R C
H I T
E C
T S
L
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S
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D
N
P
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F
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102325
ELLIOT D. PODUSKA
07/25/2018
N.T.S.
B1
CURB TERMINAL DETAIL (ELEVATION)
N.T.S.
A1
NEW CURB AND GUTTER ABUTTING EXISTING FLEXIBLE PAVEMENT
N.T.S.
C2
JUNCTURE OF NEW AND EXISTING FLEXIBLE PAVEMENT
N.T.S.
B3
SIDEWALK DETAILS
C-501
C
D
W G
N.T.S.
A3
CONCRETE SIDEWALK INTERSECTION DETAILS
N.T.S.
C4
RIGID PAVEMENT REPLACEMENT
P A
V I N
G
D
E T
A I
6"
EQUAL
WHITE PAINT
BLUE PAINT
WHITE PAINT BLUE PAINT
R
EQUAL
3"
11 3/4"
NOTE
APPROVED STANDARD MANUFACTURED
WHEEL STOP MAY BE USED.
ELEVATION
PLAN
ANCHOR ROD
END VIEW
NO. 3 BARS
CONTINUOUS
5/8" DIAMETER
ANCHOR ROD
3/4" I.D. SLEEVES FOR
5/8" x 1'-6" ANCHOR
RODS
NO. 3 BARS AT
14" O.C.
2 - NO. 3 BARS
1'-2"
6'-0"
1'-2"3'-8"
1'-2" 1'-2"1'-4"
3/4" I.D. SLEEVES FOR
5/8" x 1'-6" ANCHOR
RODS
3/4" I.D. SLEEVES FOR
5/8" x 1'-6" ANCHOR
RODS
RESERVED
PARKING
RESERVED
PARKING
VAN
ACCESSIBLE
NOTE
ALL SIGNS SHALL CONFORM TO THE DEPARTMENT OF
TRANSPORTATION MANUAL ON UNIFORM TRAFFIC
CONTROL DEVICES.
24" x 18"
COLOR STANDARD
595A, NUMBER 20095
12"
3/8" DIA.
HOLES
MOUNT SIGN
SECURELY
TO POST
2 1/2" O.D.
STEEL SIGN
POST
FINISHED GRADE
CONCRETE
FINISHED GRADE
24" x 18"
COLOR STANDARD
595A, NUMBER 20095
TERMINATE
CURB, RE:
C1
ACCESSIBLE PARKING LAYOUT PLAN
D
C
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B
D E
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R I P
T I O
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Y M
B O
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SHEET
IDENTIFICATION
D
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S P
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Y S
T I M
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U
S E
R N
A M
E
N A
V A
L
A
A
T I O
N
J O
I N
T
R
E S
E R
S
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F O
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T H
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X
S O
L I C
I T
A T
I O
N
N
O
D R
A W
N
B
Y
E
C
H A
V E
Z
C K
D
B
Y
A
S
E A
L
D E
S I G
N
B
Y
E
P
O D
U S
K A
I S
S U
E
D
A T
E
J U
S B
D
L U
K E
C O
N T
R A
S I Z
E
X
F I
M
B E
R
UNCLASSIFIED // FOUO
UNCLASSIFIED // FOUO
FINAL (100%) SUBMITTAL - FOR CONSTRUCTION
F I
M
E
P L O
T
D
A T
E
P
M
R E
N O
V A
T I O
N
O
F
B
U I L
D I N
G
P L O
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S
C A
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O w m e r r i c k c o m
S A
N
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S U
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S
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T E
R R
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B
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D
M E
R R
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P A w b l a i r r e m y c o m
O K
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102325
ELLIOT D. PODUSKA
07/25/2018
N.T.S.
A3
ACCESSIBLE PARKING SYMBOL DETAIL
N.T.S.
A1
WHEEL STOP DETAILS
C-502
C
D
W G
1/8" = 1'-0"
B1
ACCESSIBLE PARKING LAYOUT PLAN
N.T.S.
C3
ACCESSIBLE SIGN MOUNTING DETAIL
SLOPE
1:12 MAX.
(TYP)
6'-0"
RAMP
10'-10 1/4"
VAN
ACCESSIBLE
SPACE
C3
C-502
A1
C-502
CONCRETE
SIDEWALK
4" WIDE
PAINTED
WHITE
STRIPES
(TYP)
TERMINATE
CURB, RE:
B1
C-501
WHEEL STOPS, RE:
ACCESSIBLE SIGNS,
RE:
ACCESSIBLE PARKING
SYMBOL, RE:
A3
C-502
SLOPE
1:12 MAX.
(TYP)
6'-0"
RAMP
ACCESSIBLE
SPACE
ACCESSIBLE
SPACE
ADD ACCESSIBLE
PARKING SYMBOL,
TO EXISTING
PARKING SPACE,
RE:
A3
C-502
RESTRIPE FOR NEW
PARKING SPACE (4"
WIDE WHITE STRIPE)
EXISTING PAVEMENT
MARKINGS TO REMAIN
ACCESSIBLE
SPACE
C3
C-502
C3
C-502
ACCESSIBLE SIGNS,
RE:
VAN ACCESSIBLE
SIGN, RE:
SLOPE
1:12 MAX.
(TYP)
SLOPE
1:12 MAX.
(TYP)
CONCRETE
SIDEWALK
CONCRETE
SIDEWALK
CONCRETE
SIDEWALK
MATCH EXISTING ANGLE
RESTRIPE EXISTING LINE FOR
NEW LOCATION OF ACCESSIBLE
PARKING PARKING SPACES (4"
WIDE WHITE STRIPE)
B1
6'-0"
RAMP
6'-0"
RAMP
C-501
2'- 0"
1/8" = 1'-0"
8'0 4' 16'
8'0 4' 16'
A C
C E
S S
I B
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K I N
G
P
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A N
D
D
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A I L
9'-0"
1/4" = 1'-0"
B1
ACCESSIBLE BUILDING RAMP PLAN
D
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UNCLASSIFIED // FOUO
FINAL (100%) SUBMITTAL - FOR CONSTRUCTION
F I
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102325
ELLIOT D. PODUSKA
07/25/2018
C-503
C
D
W G
B4
ACCESSIBLE BUILDING RAMP PLAN
5'-0"
NEW
CONCRETE
SIDEWALK
NEW RAILING REFER
TO ARCHITECTURAL
DRAWINGS
1/4" = 1'-0"
4' 8'0 2' 4' 8'0 2'
TIE NEW RAILING TO
EXISTING
EXISTING RAMP AND
RAILING TO REMAIN
NEW CONCRETE
SIDEWALK
12'-2" 1'-0"5'-0"
5'-0" 1'-0"
EXISTING
COLUMN
EXISTING
COLUMN
NEW RAILING
NEW
CONCRETE
RAMP
NEW CONCRETE
LANDING
NEW CONCRETE
LANDING WITH STEP
NEW
CONCRETE
SIDEWALK
NEW RAILING
EXISTING LANDING,
RAILING AND STEP
TO REMAIN
EXISTING LANDING
TO REMAIN
597.83
XX
X
X
599.88
598.80
598.80
X
X
597.97
599.25
SL
OP
E 1:1
2 M
AX
SLOPE
1:12 MAX.
SL
OP
E 1:1
2 M
AX
A C
C E
S S
I B
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I N
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R A
A
N S
NEW CONCRETE
RAMP
4" SEWER
MAIN WYE
STANDARD 1/8 BEND
STANDARD 1/8 BEND
CONCRETE ENCASEMENT
4" MINIMUM COVER
C.I. PIPE RISER
#3 BAR ALL AROUND
(WITH 6" OVERLAP)
CONCRETE
3/4" EXPANSION JOINT
WITH JOINT SEAL
SHORT LENGTH OF
CAST-IRON PIPE
FURNISHED WITH
CLEANOUT BOX
CLEANOUT PLUG
CLEANOUT BOX
ROUND CONCRETE
COLLAR
COVER
CLEANOUT
4" SEWER MAIN WYE
6" (TYP.)
1"
8"
1"
2"
Q
U I R
E D
GRADE
ELEVATION PLAN
CONCRETE ENCASEMENT
4" MINIMUM COVER
DOUBLE YARD
CLEANOUT
COVERS
ROUND CONCRETE
COLLAR
#3 BAR ALL
AROUND (WITH 6"
OVERLAP)
CLEANOUT PLUG
CAST-IRON PIPE
RISER
DOUBLE TWO-WAY
CAST-IRON CLEANOUT
SHORT LENGTH OF
CAST-IRON PIPE
FURNISHED WITH
CLEANOUT BOX
4" SEWER MAIN
CONCRETE ENCASEMENT
4" MINIMUM COVER
CLEANOUT
BOX
6" (TYP.)
1" 2"
Q
U I R
E D
GRADE
PLAN
ELEVATION
FINAL BACKFILL MATERIAL
COMPACTED TO 90%
(ASTM D1557)
UTILITY MARKING TAPE
FINAL GRADE
M
V
E R
6" MIN
CLEAN BEDDING
6" MIN
6" MIN
UNDISTURBED EARTH
CLEAN BEDDING
TO SPRINGLINE
INITIAL BACKFILL MATERIAL
COMPACTED TO 95%
(ASTM D1557)
NOTE
UTILITY BEDDING SHOULD NOT INCLUDE GRAVEL WITHIN 4 FEET OF THE PERIMETER
OF THE FOUNDATION. COMPACTED CLAY OR FLOWABLE FILL TRENCH BACKFILL
SHOULD BE USED IN LIEU OF PERMEABLE BEDDING MATERIALS BETWEEN 2 FEET
INSIDE THE BUILDING TO A DISTANCE OF 4 FEET BEYOND THE EXTERIOR OF THE
BUILDING EDGE.
N.T.S.
A1
TYPICAL DOUBLE YARD CLEANOUT DETAIL
N.T.S.
C1
TYPICAL SINGLE YARD CLEANOUT DETAIL
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F I
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UNCLASSIFIED // FOUO
UNCLASSIFIED // FOUO
FINAL (100%) SUBMITTAL - FOR CONSTRUCTION
F I
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P L O
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102325
ELLIOT D. PODUSKA
07/25/2018
C-504
C
D
W G
N.T.S.
C3
UTILITY TRENCH DETAIL
U T
I L I T
Y
D
E T
A I
POST WIRE TIES
PLAN AT BANDS
BAND FOR WIRE STRETCHING
WIRE TIES FOR TOP
OR BRACE RAIL
DETAIL OF BONDING
GATE FRAMES TO
SUPPORTING POST
TOP VIEW ELEVATION
FABRIC
STRETCHER BAR BAND
SHALL BE 4" MAXIMUM
FROM TOP AND
BOTTOM AND SPACED
1' - 2" O.C. MAX.
3/8" DIA. BOLT
STRETCHER BAR TO
ENGAGE EACH FABRIC LINK
FABRIC
NO. 7 GAUGE GALVANIZED
WIRE 2' - 0" O.C.
STRETCHER BAR
BAND
3/8" DIA. BOLT
FABRIC
NO. 7 GAUGE GALVANIZED
WIRE 1' - 2" O.C. MAX.
NOTE:
FABRIC TIES, CLAMPS OR
BANDS MUST COMPLETELY
ENCIRCLE POST OF COLUMN
AND END SHALL BE
SECURELY FASTENED
TOGETHER.
SADDLE/PANEL CLAMP
GALVANIZED
SADDLE/PANEL
CLAMP
5/16" x 1 1/4"
GALVANIZED
CARRIAGE
BOLT
1" DIAMETER GALVANIZED
TUBING UPRIGHTS
1 3/8" DIAMETER
GALVANIZED TUBING
TEMPORARY FENCE PANEL STAND
TEMPORARY FENCE
PANEL STAND, RE:
1 3/8" DIA.
BRACE
STRETCHER
BAR, RE:
WIRE TIES, RE:
CHAIN-LINK FABRIC
(SEE NOTE NO. 1)
SADDLE/PANEL
CLAMPS, RE:
10'-0"
M
I N
I M
U M
1 3/8" DIAMETER
GALVANIZED TUBING
A1
C-505
A1
C-505
A1
C-505
A1
C-505
10'-0"
GATE WHEELS
STANDARD GATE
HINGE
STANDARD
GATE HINGE
PROVIDE CHAIN
AND PAD LOCK
20'-0"
M
I N
I M
U M
SHEET NOTES:
1. ALL FABRIC SHALL BE GALVANIZED NO. 9 GAUGE WIRE, WOVEN IN A 2" MESH.
TOP AND BOTTOM EDGES SHALL BE TWISTED AND BARBED.
2. ALL PIPE SHALL BE STANDARD WEIGHT PIPE.
3. ALL FITTINGS SHALL BE GALVANIZED TO MATCH CHAIN-LINK FABRIC.
4. ALL FENCE PANEL JOINTS SHALL BE WELDED AND SPRAYED WITH GALVANIZED
PAINT.
5. BOND CONSTRUCTION FENCE TO EXISTING FENCE.
6. TWO SAND BAGS PER STAND, SHALL BE PLACED OVER ALL PANEL STANDS.
7. PROVIDE AND INSTALL BROWN FABRIC TEMPORARY CONSTRUCTION PRIVACY
SCREENING INSIDE OF ALL CONSTRUCTION FENCE AREA.
8. UPON COMPLETION AND ACCEPTANCE OF THE PROJECT, THE CONSTRUCTION
FENCE SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE
REMOVED FROM THE SITE.
9. UPON REMOVAL OF THE FENCE, THE AREA SHALL BE RESTORED TO ITS
ORIGINAL OR BETTER CONDITION.
N.T.S.
TYPICAL TEMPORARY CHAIN-LINK FABRIC FENCE PANELS
N.T.S.
TYPICAL TEMPORARY CHAIN-LINK FENCE FASTENING DETAILS
D
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UNCLASSIFIED // FOUO
UNCLASSIFIED // FOUO
FINAL (100%) SUBMITTAL - FOR CONSTRUCTION
F I
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P L O
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102325
ELLIOT D. PODUSKA
07/25/2018
C-505
C
D
W G
N.T.S.
DOUBLE SWING GATE DETAIL
C1
B1
A1
C O
N S
T R
U C
T I O
N
F E
N C
E
D
E T
A I
DESIGN LOADS
ROOF LIVE LOADS (REDUCIBLE): = 20 PSF
FLOOR LIVE LOADS: = 100 PSF
ACCESS FLOOR UNIFORM LIVE LOADS: = 300 PSF (REF SPECIFICATIONS FOR CONCENTRATED LOADS)
HANDRAILS AND GUARDRAILS = 200 LB CONCENTRATED LOAD AT ANY DIRECTION AT
ANY POINT ON HANDRAIL OR TOP RAIL
= 50 LB/FT APPLIED AT ANY DIRECTION ALONG HANDRAIL
OR TOP RAIL
= 50 LB ON 12 IN X 12 IN AREA FOR INTERMEDIATE RAILS
WIND LOADS PER ASCE 7-10:
ULTIMATE WIND VELOCITY = 115 MPH
EXPOSURE = C
RISK CATEGORY = II
IMPORTANCE FACTOR = 1.0
SEISMIC LOADS PER ASCE 7-10
RISK CATEGORY = II
IMPORTANCE FACTOR = 1.0
SITE CLASS = C
Ss = 0.09 g S1 = 0.05g Fa = 1.600 Fv = 2.400 Sds = 0.096 Sd1 = 0.080
ORDINARY PLAIN MASONRY SHEAR WALLS
USE EQUIVALENT LATERAL FORCE ANALYSIS
R = 1.5 OMEGAo = 2.0 Cd = 1.25 Cs = 0.064
GROUND SNOW LOAD = 5 PSF
FROST PENETRATION = 7 IN
DESIGN CRITERIA
DESIGN LOADS - ASCE 7-10, UFC 3-301-01 (LATEST VERSION)
CONCRETE - ACI 318-14
STRUCTURAL STEEL - AISC 360-16, AISC 341-16
GENERAL REQUIREMENTS
1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND SITE CONDITIONS PRIOR TO BEGINNING WORK.
NOTIFY COR IMMEDIATELY OF ANY DISCREPANCIES.
2. NOTES AND DETAILS ON THE DRAWINGS TAKE PRECEDENCE OVER THE GENERAL NOTES AND TYPICAL DETAILS IN
CASE OF CONFLICT.
3. ALL MATERIALS AND WORK SHALL CONFORM TO THE REQUIREMENTS OF CODES LISTED IN THE DESIGN CRITERIA.
4. PROVIDE MANUFACTURER’S ICC REPORTS AND A LIST OF ALL PROPOSED SUBSTITUTIONS TO THE CONTRACTING
OFFICER PRIOR TO FABRICATION.
5. WHERE CONSTRUCTION DETAILS ARE NOT SHOWN OR NOTED FOR ANY PORTION OF THE WORK, SUCH DETAILS
SHALL BE THE SAME AS FOR SIMILAR WORK INDICATED ON DRAWINGS.
6. PIPES, SLEEVES, CHASES AND SIMILAR ITEMS SHALL NOT BE PLACED IN SLABS, BEAMS, WALLS, OR FOOTINGS, UNLESS SPECIFICALLY INDICATED OR SHOWN ON DRAWINGS, WITHOUT PRIOR WRITTEN APPROVAL. NO STRUCTURAL MEMBERS SHALL BE CUT OR MODIFIED FOR INSTALLATION OF ANY ITEMS WITHOUT PRIOR WRITTEN APPROVAL.
7. LOCATE AND PROTECT ALL UNDERGROUND OR CONCEALED CONDUIT, PLUMBING AND UTILITIES WHERE ANY WORK
IS BEING PERFORMED.
8. CONSTRUCTION LOADS SHALL BE EVENLY DISTRIBUTED IF PLACED ON FRAMED ROOFS. LOADS SHALL NOT EXCEED
THE ALLOWABLE LOADING FOR THE SUPPORTING MEMBERS, OR THEIR CONNECTIONS.
9. STRUCTURAL DRAWINGS INDICATE NEW STRUCTURAL MEMBERS. REFER TO ARCH, MECH AND ELEC DRAWINGS FOR NON-STRUCTURAL ITEMS WHICH REQUIRE SPECIAL PROVISIONS DURING CONSTRUCTION OF STRUCTURAL MEMBERS.
10. REFER TO ARCH DRAWINGS FOR FLOOR DEPRESSIONS, SLOPES, DRAINS, CURBS, PADS, EMBEDDED ITEMS, NON-BEARING PARTITIONS, ETC.
11. REFER TO MECH AND ELEC DRAWINGS FOR SLEEVES AND HANGERS FOR MECH AND ELEC ITEMS.
12. CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE AND DO NOT INDICATE METHODS, PROCEDURES OR SEQUENCE OF CONSTRUCTION. THE CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO MAINTAIN AND ENSURE THE INTEGRITY OF THE STRUCTURE DURING CONSTRUCTION. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING AND BRACING AND SHALL BE SOLELY
RESPONSIBLE
FOR CONFORMING TO ALL LOCAL, STATE AND FERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS.
13. ANY DEVIATION FROM THE APPROVED STRUCTURAL DRAWINGS SHALL ONLY BE MADE AFTER WRITTEN APPROVAL BY
THE COR.
14. STRUCTURAL DRAWINGS INDICATE APPROXIMATE LOCATIONS OF MECH, ELEC AND OTHER EQUIPMENT, AS WELL AS SECONDARY FRAMING NECESSARY TO SUPPORT SUCH EQUIPMENT. FINAL POSITIONS OF EQUIPMENT IS DEPENDENT UPON EQUIPMENT PROVIDED BY CONTRACTOR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WORK, PROVIDING NECESSARY DIMENSIONS AND OTHER INFORMATION IN A TIMELY MANNER TO ALL PARTIES INVOLVED.
CONTRACTOR SHALL PROVIDE ALL BRACING REQUIRED DURING ERECTION OF STRUCTURAL FRAMING.
15. ROOF MEMBERS SHALL BE FULLY BRACED UNTIL DEAD LOADS ARE IN PLACE.
16. CONCRETE FOUNDATION WALLS SHALL BE TEMPORARILY BRACED IF BACKFILL IS ONLY LOCATED ON ONE SIDE AS
REQUIRED TO PREVENT DEFLECTION, CRACKING OR FAILURE OF WALLS.
17. CONTRACTOR SHALL NOT SCALE DRAWINGS.
18. EXPANSION ANCHORS SHALL ONLY BE USED FOR FIELD REPAIRS AND REQUIRE APPROVAL OF THE CONTRACTING
OFFICER, UNLESS NOTED OTHERWISE ON THE DRAWINGS
STRUCTURAL SHOP DRAWINGS AND SUBMITTALS
1. STRUCTURAL SHOP DRAWINGS, SUBMITTALS AND APPLICABLE CALCULATIONS ARE REQUIRED FOR THE FOLLOWING:
A) CONCRETE MIX DESIGNS
B) REINFORCING STEEL
C) STRUCTURAL STEEL AND STEEL DECK
D) WELDING PROCEDURE SPECIFICATIONS
E) MISCELLANEOUS STRUCTURAL STEEL INDICATED ON STRUCTURAL DRAWINGS
F) CONSTRUCTION JOINT LOCATIONS
G) MASONRY
2. SHOP DRAWINGS WILL BE RETURNED FOR RESUBMITTAL IF A CURSORY REVIEW REVEALS
MAJOR ERRORS WHICH SHOULD HAVE BEEN DISCOVERED DURING THE CONTRACTOR’S REVIEW.
3. SHOP DRAWING REVIEW IS FOR GENERAL COMPLIANCE WITH THE STRUCTURAL DOCUMENTS.
RESPONSIBILITY FOR QUANTITIES AND DIMENSIONS LIES WITH THE CONTRACTOR SOLELY.
4. ENGINEERING CALCULATIONS SUBMITTED FOR REVIEW SHALL BE SIGNED AND SEALED BY AN
ENGINEER REGISTERED IN THE STATE IN WHICH THE PROJECT IS LOCATED. RESPONSIBILITY
OF SUCH ENGINEERING RESTS WITH THE PERSON SEALING THE DESIGN.
5. SHOP DRAWINGS AND SUBMITTALS SHALL BE REVIEWED BY THE COR.
REINFORCED CONCRETE
1. MATERIALS
CEMENT ASTM C150, TYPE I OR II
AGGREGATE ASTM C33, CRUSHED ROCK
REINFORCEMENT ASTM A615, GRADE 60 TYP.
WELDED WIRE FABRICASTM A185, FLAT SHEETS
ANCHOR RODS ASTM A1554, GRADE 36 HEADED BOLTS
2. CONCRETE STRENGTH
LOCATION STRENGTH (PSI)
FOOTINGS 4,500
STEM WALLS 4,500
SLABS-ON-GRADE. 4,000
THICKENED SLABS 4,000
CONCRETE CURBS 4,000
3. ALL CONCRETE WORK SHALL CONFORM TO ACI 318, LATEST EDITION.
4. REINFORCEMENT
A) SHOP DRAWINGS, FABRICATION AND PLACING OF REINFORCEMENT SHALL
CONFORM TO ACI 315 AND ACI 318. SHOP DRAWINGS SHALL BE REVIEWED
BY THE COR PRIOR TO FABRICATION.
5. CONCRETE PROTECTION FOR REINFORCEMENT SHALL BE AS FOLLOWS:
CONCRETE COVER, IN.
A) CONCRETE CAST AGAINST AND
PERMANENTLY EXPOSED TO EARTH 3
B) CONCRETE EXPOSED TO EARTH OR WEATHER:
NO. 6 THROUGH NO. 18 2
NO. 5, W31, AND SMALLER 1 ½
C) CONCRETE NOT EXPOSED TO WEATHER OR IN
CONTACT WITH GROUND:
NO. 14 AND NO. 18 BARS 1 ½
NO. 11 AND SMALLER 3/4
6. PROVIDE CHAIRS, SPACERS AND SAND PLATES AS REQUIRED TO MAINTAIN CONCRETE
COVER.
7. VERTICAL REINFORCEMENT SHALL BE DOWELED TO SUPPORTING MEMBERS WITH THE
SAME SIZE AND SPACING OF REINFORCEMENT AS SHOWN IN THE DRAWINGS AND
GENERAL NOTES, UNO.
8. HORIZONTAL REINFORCING BARS ENDING AT THE FACE OF A CONTINUOUS WALL FOOTING,
STEM WALL, THICKENED SLAB, COLUMN OR BEAM SHALL EXTEND TO FACE WITH
REQUIRED CONCRETE COVER AND SHALL BE TERMINATED WITH A 90 DEGREE HOOK, UNO.
9. CORNER BARS SHALL BE PROVIDED AT INTERSECTIONS OF ALL CONTINUOUS WALL
FOOTINGS, STEM WALLS, THICKENED SLABS, COLUMN OR BEAMS.
10. PROVIDE (2) #4 X 4’-0”, PLACED DIAGONALLY, AT REENTRANT CORNERS, CORNERS OF SLAB
DEPRESSIONS, AND RECTANGULAR HOLES IN SLABS.
11. REINFORCEMENT DEVELOPMENT LENGTHS AND LAP LENGTHS:
A) REFER S-002 FOR DEVELOPMENT LENGTH AND LAP SCHEDULES.
B) PROVIDE MINIMUM 24” LAP UNO.
C) STAGGER CONTINUOUS FOOTING BOTTOM REINFORCING SPLICES AT LEAST 6’-0”
FROM OTHER SPLICES IN BOTTOM REINFORCING. SIMILAR FOR TOP REINFORCING
SPLICES.
12. ANCHOR RODS, DOWELS AND HOLD-DOWN ANCHORS SHALL BE SECURELY POSITIONED
PRIOR TO FOUNDATION INSPECTION BY SPECIAL INSPECTOR AND OBSERVATION BY
COR.
13. PIPES, SLEEVES AND DUCTS SHALL NOT BE PLACED IN WALLS, BEAMS, SLABS, FOOTINGS
UNLESS SPECIFICALLY DETAILED.
14. PROVIDE ¾ INCH CHAMFER ON ALL EXPOSED CORNERS
15.ADMIXTURES SHALL BE REVIEWED BY COR. NO CALCIUM CHLORIDE
SHALL BE PERMITTED.
16. REFER SPECIFICATIONS FOR CONCRETE CURING REQUIREMENTS.
STRUCTURAL STEEL
1. CODES:
A) AISC 360-16 “SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS”
B) AWS D1.1 “STRUCTURAL WELDING CODE – STEEL”
2. ALL STEEL SHAPES SHALL BE IDENTIFIED WITH IDENTIFICATION MARKS
3. MATERIALS:
WIDE FLANGE ASTM A992, GRADE 50
CHANNELS ASTM A36, GRADE 36
ANGLES, PLATES AND RODS ASTM A36, GRADE 36
HSS SHAPES ASTM A500, GRADE B, fy=46 KSI
NUTS ASTM A563, HEAVY HEX
HIGH-STRENGTH BOLTS ASTM F3125, GRADE A325
NON-SHRINK GROUT ASTM C1107, 5,000 PSI
ANCHOR RODS ASTM F1554, GRADE 36
4. WELDING
ELECTRODES CLASS E-70XX
WELDERS CERTIFIED
GROOVE AND BUTT WELDS COMPLETE PENETRATION
FILLET WELDS SIZES SHOWN ARE MINIMUM STRUCTURAL
WELDS. INCREASE AS REQUIRED.
MINIMUM WELD SIZE SHALL BE USED UNLESS OTHERWISE
NOTED.
TERMINATION WELDS TERMINATING AT ENDS OR SIDES
SHALL BE RETURNED CONTINUOUSLY
AROUND CORNERS A DISTANCE 2X THE
NORMAL SIZE OF THE WELD.
LENGTH WHERE NOT SPECIFIED, PROVIDE FULL
LENGTH OF JOINT
5. ALL WELDS SHALL BE PREQUALIFIED PER AWS D1.1. CONTRACTOR SHALL SUBMIT
A WELDING PROCEDURE SPECIFICATION IN ACCORDANCE WITH AWS D1.1.
6. BOLT HOLES
TYPICAL DIAMETER + 1/16 INCH
ANCHOR ROD DIAMETER + 3/16 INCH
SLOTTED DIAMETER + 1/16 INCH X 2.5 TIMES DIAMETER
7. EXPOSED STEEL SHALL BE HOT-DIP GALVANIZED.
8. SHOP DRAWINGS SHALL BE REVIEWED BY COR BEFORE FABRICATION.
COLD-FORMED STEEL STUD FRAMING
1. ALL COLD-FORMED STEEL STUD FRAMING SHALL BE AS NOTED BELOW, UNLESS
OTHERWISE NOTED.
2. ALL COLD-FORMED STEEL STUD FRAMING SHALL BE IN ACCORDANCE WITH AISI
STANDARD “NORTH AMERICAN STANDARD FOR COLD-FORMED STEEL FRAMING
- WALL STUD DESIGN, 2007 EDITION WITH SUPPLEMENT 1”.
3. ALL COLD-FORMED STEEL STUD FRAMING SHALL BE MILL CERTIFIED TO CONFORM WITH THE
FOLLOWING:
12, 14 OR 16 GAUGE - GALVANIZED ASTM A653, SS, GRADE 50
18 GAUGE – G90 ASTM A653, SS, GRADE 33
TRACK, END CLOSURES, BRIDGING
AND ACCESSORIES - G90 ASTM A653, SS, GRADE 33
4. DOUBLE VERTICAL STUDS OR HORIZONTAL JOISTS SHALL BE STITCH WELDED TOGETHER
ON BOTH FLANGES WITH 1/16” GROOVE WELDS X 1” LONG AT 12” ON CENTER. WELDING
SHALL BE PER AWS D1.3, TYPE E-6012, TYPE E-6013 OR E-7014 ROD, SMAW PROCESS.
5. ALL SHEET METAL SCREWS SHALL PROTRUDE ¼” OR 3 THREADS THROUGH FRAMING.
6. ALL STUDS SHALL HAVE STIFFENED FLANGES.
7. MINIMUM STUD AND JOIST PROPERTIES SHALL BE PER STEEL STUD MANUFACTURERS
ASSOCIATION, ESR-3064P.
8. REFER ARCHITECTURAL DRAWINGS FOR STUD THICKNESS. INTERIOR STUD WALLS SHALL BE
DESIGNED FOR 5 PSF LATERAL LOADING. PROVIDE DOUBLE STUDS AT DOOR JAMBS.
9. REFER GENERAL NOTES FOR WIND LOADS.
10. SHOP DRAWINGS AND CALCULATIONS SHALL BE SEALED AND SIGNED BY AN
ENGINEER REGISTERED IN THE STATE IN WHICH THE PROJECT IS LOCATED.
11. DEFLECTION SHALL BE LIMITED TO THE FOLLOWING:
TOTAL LOAD DEFLECTION SHALL NOT EXCEED L/240
LIVE LOAD DEFLECTION SHALL NOT EXCEED L/360
12. HORIZONTAL AND DIAGONAL BRACING AND BRIDGING SHALL MEET THE REQUIREMENTS
OF THE AISI STANDARD “ NORTH AMERICAN STANDARD FOR COLD-FORMED STEEL
FRAMING”. ALL REQUIRED BRACING AND BRIDGING SHALL BE PROVIDED BY THE COLD-FORMED
STEEL SUPPLIER.
ABBREVIATIONS
AB ANCHOR BOLT, ANCHOR ROD
ABV ABOVE
ACI AMERICAN CONCRETE INSTITUTE
ADDL ADDITIONAL
AFF ABOVE FINISH FLOOR
AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION
ARCH ARCHITECTURAL, ARCHITECT
ASTM AMERICAN SOCIETY FOR TESTING MATERIALS
BLK BLOCK
BLKG BLOCKING
BOT BOTTOM
BP BASE PLATE
BRG BEARING
CIP CAST IN PLACE
CLR CLEAR
CL CENTERLINE
CMU CONCRETE MASONRY UNIT
CONC CONCRETE
CONT CONTINUOUS
COR CONTRACTING OFFICER REPRESENTATIVE
CJ CONSTRUCTION JOINT
C/W CURTAIN WALL
DBL DOUBLE
DEG DEGREE
DIA DIAMETER
DWL DOWEL
EF EACH FACE
EJ EXPANSION JOINT
EL ELEVATION
EMBED EMBEDMENT
EW EACH WAY
EXIST EXISTING
EXP EXPANSION
FIN FINISH
FTG FOOTING
FV FIELD VERIFY
GA GAUGE
GALV GALVANIZED
GR GRADE
HDR HEADER
HK HOOK
HOR HORIZONTAL, HORIZONTALLY
HS HEADED STUD CONNECTOR
IBC INTERNATIONAL BUILDING CODE
IF INSIDE FACE
IN3 INCHES CUBED
IN4 INCHES TO THE FOURTH POWER
JT JOINT
LB POUND(S)
LLV LONG LEG VERTICAL
MAX MAXIMUM
MFR MANUFACTURER
MID-HT MID-HEIGHT
MIN MINIMUM
NO. NUMBER
OC ON CENTER
OCEW ON CENTER EACH WAY
OF OUTSIDE FACE
OH OPPOSITE HAND
PEJ PREMOLDED EXPANSION JOINT
PERIM PERIMETER
PL PLATE
PLY PLYWOOD OR OSB
REF REFER, REFERENCE
REINF REINFORCING
REQ REQUIRED
RO ROUGH OPENING
SCHED SCHEDULE
SIM SIMILAR
SLV SHORT LEG VERTICAL
SOG SLAB ON GRADE
STL STEEL
STR STRUCTURAL
T&B TOP AND BOTTOM
TOC TOP OF CONCRETE
TOS TOP OF STEEL
TYP TYPICAL
UNO UNLESS NOTED OTHERWISE
VERT VERTICAL
W/ WITH
W/O WITHOUT
WT WEIGHT
WWF WELDED WIRE FABRIC
X BY
WP WORK POINT
L ANGLE
MASONRY
1. ALL MASONRY UNITS SHALL COMPLY WITH ASTM C90 WITH COMPRESSIVE STRENGTH OF 1900 PSI, NET AREA.
2. F'm = 1500 PSI.
3. MORTAR SHALL BE TYPE S.
4. GROUT - F'c = 2000 PSI, MINIMUM.
5. CELLS CONTAINING REBAR SHALL BE GROUTED SOLID FROM BOTTOM TO TOP OF WALL IN
ACCORDANCE WITH INTERNATIONAL BUILDING CODE (IBC).
6. ALL CELLS BELOW GRADE SHALL BE GROUTED SOLID UP TO 8" ABOVE GRADE.
7. ALL VERTICAL REBAR SHALL BE IN PLACE AND SECURED WITH REBAR POSITIONERS PRIOR TO
GROUTING.
8. UNLESS OTHERWISE NOTED, MASONRY CELLS SHALL BE GROUTED IN ACCORDANCE WITH THE
IBC (MAXIMUM 5 FOOT GROUT LIFTS).
9. LAP REBAR 48 BAR DIAMETERS (12" MINIMUM) UNLESS NOTED OTHERWISE.
10. ALL HORIZONTAL REINFORCING IN BOND BEAMS SHALL BE CONTINUOUS AROUND
CORNERS OR HAVE BENT (CORNER) BARS OF THE SAME SIZE AND A LAP AS NOTED ABOVE.
VERTICAL REINFORCING SHALL CONTINUE THROUGH BOND BEAMS..
11. PROVIDE STANDARD TRUSS TYPE JOINT REINFORCING AT 16" ON CENTER (ALTERNATE COURSES).
USE PREFABRICATED CORNERS AND TEES AT ALL WALL CORNERS AND INTERSECTIONS
RESPECIVELY.
12. SEE ARCHITECTURAL DRAWINGS AND SPECIFICATIONS FOR INFORMATION REGARDING MASONRY
COLORS, FINISHES, BOND, ETC AT ALL EXPOSED MASONRY WALLS.
13. ALL MASONRY WALL CONFIGURATIONS, INLUDING WALL OPENINGS SHALL BE COORDINATED WITH
CIVIL, MECHANICAL, PLUMBING, ELECTRICAL AND DRAWINGS FROM OTHER DISCIPLINES.
14. QUALITY CONTROL AND SPECIAL INSPECTIONS SHALL BE AS REQUIRED BY IBC.
STEEL ROOF DECK
1. NEW STEEL ROOF DECK SHALL BE GALVANIZED (G60), TO MATCH TYPE AND GAGE
OF EXISTING ROOF DECK AND SHALL CONFORM TO THE PROVISIONS OF THE
STEEL DECK INSTITUTE SPECIFICATIONS FOR STEEL ROOF DECK.
2. NEW DECK SHALL BE CENTERED IN CONFORMANCE WITH MANUFACTURER’S
RECOMMENDATIONS AND SHALL BE CONTINUOUS OVER AT LEAST 3 SPANS.
3. CONNECTION PATTERN SHALL BE AS INDICATED ON ROOF DECK FASTENING DIAGRAM.
4. WELDING SHALL BE AVOIDED WHEREVER POSSIBLE.
5. DECK MANUFACTURER SHALL BE A MEMBER OF THE STEEL DECK INSTITUTE AND ALL
DESIGN SHALL BE IN ACCORDANCE WITH APPLICABLE STANDARDS.
6. DO NOT HANG MEP SYSTEMS (DUCTWORK, ROOF DRAIN OR FIRE PROTECTION PIPING,
ETC.) FROM ROOF DECK.
7. ALL EXISTING OPENINGS LARGER THAN 6”, TO BE ABANDONED OR NOT USED, SHALL BE
REINFORCED PER DETAILS.
8. ALL NEW OPENINGS LARGER THAN 6” SHALL BE REINFORCED PER DETAILS.
9. ALL SPLICES AND LAPS SHALL BE A MINIMUM OF 2" AND SHALL BE LOCATED DIRECTLY
ABOVE SUPPORTS.
10. PROVIDE A MINIMUM 1 1/2" BEARING FOR ALL STEEL DECK.
11. POWDER DRIVEN FASTENERS SHALL BE EQUIVALENT TO:
HILTI EDNK-22 FOR STEEL BASE MATERIAL 1/8" ≤ tf ≤ 1/4" HILTI EDNK-19 FOR STEEL BASE MATERIAL 3/16" ≤ tf ≤ 3/8" HILTI ENP-19 FOR STEEL BASE MATERIAL tf ≥ 1/4" (tf = STRUCTURAL FRAMING MINIMUM UNCOATED BASE METAL THICKNESS)
12. CONTRACTOR SHALL PROVIDE AN ALLOWANCE FOR 3600 SF OF DECK TO BE REPLACED.
13. EXISTING ROOF DECK SHALL BE INSPECTED. SURFACE RUST AND LOOSE SCALE SHALL
BE REMOVED BY WIRE BRUSH. AREA SHALL THEN BE COATED WITH RUST INHIBITING
PAINT/PRIMER IF PAINTED, ZINC-RICH PAINT/PRIMER IF GALVANIZED.
14. IF CORROSION IS SIGNIFICANT, DECK SHALL BE REPLACED OR OVERLAID WITH
COMPARABLE DECK, BOTH PROFILE AND THICKNESS.
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J U
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AISC 360-10 INSPECTIONS FOR BOLTING
TABLE N5.6-1 INSPECTION TASKS PRIOR TO BOLTING
MANUFACTURER'S CERTIFICATIONS AVAILABLE FOR FASTENER MATERIALS O P
PROPER FASTENERS SELECTED FOR THE JOINT DETAIL (GRADE, TYPE, BOLT LENGTH IF O O
THREADS ARE TO BE EXCLUDED FROM THE SHEAR PLANE
FASTENERS MARKED IN ACCORDANCE WITH ASTM REQUIREMENTS O O
PROPER BOLTING PROCEDURE SELECTED FOR JOINT DETAIL O O
CONNECTING ELEMENTS, INCLUDING THE APPROPRIATE FAYING SURFACE CONDITION AND HOLE O O
PREPARATION, IF SPECIFIED, MEET APPLICABLE REQUIREMENTS
PRE-INSTALLATION VERIFICATION TESTING BY INSTALLATION PERSONNEL OBSERVED AND P O
DOCUMENTED FOR FASTENER ASSEMBLIES AND METHODS USED
PROPER STORAGE PROVIDED FOR BOLTS, NUTS, WASHERS AND OTHER FASTENER COMPONENTS O O
TABLE N5.6-2 INSPECTION TASKS DURING BOLTING
FASTENER ASSEMBLIES, OF SUITABLE CONDITION, PLACED IN ALL HOLES AND WASHERS O O
(IF REQUIRED) ARE POSITIONED AS REQUIRED
JOINT BROUGHT TO THE SNUG-TIGHT CONDITION PRIOR TO THE PRETENSIONING OPERATION O O
FASTENER COMPONENT NOT TURNED BY THE WRENCH PREVENTED FROM ROTATING O O
FASTENERS ARE PRETENSIONED IN ACCORDANCE WITH THE RCSC SPECIFICATION, PROGRESSING O O
SYSTEMATICALLY FROM THE MOST RIGID POINT TOWARD THE FREE EDGES
DOCUMENT ACCEPTANCE OR REJECTION OF BOLTED CONNECTIONS P P
TABLE N5.6-1 INSPECTION TASKS AFTER BOLTING
O = OBSERVE THESE ITEMS ON A RANDOM BASIS, OPERATIONS NEED NOT BE DELAYED PENDING THESE INSPECTIONS.
P = PERFORM THESE TASKS FOR EACH JOINT OR MEMBER
QA = INSPECTION THAT THE WORK IS IN COMPLIANCE WITH THE CONSTRUCTION DOCUMENTS
QC = INSPECTION THAT THE WORK IS PERFORMED IN ACCORDANCE WITH THE CONSTRUCTION DOCUMENTS
QC QA
AISC 360-10 INSPECTIONS FOR WELDING
TABLE N5.4-1 INSPECTION TASKS PRIOR TO WELDING
WELDING PROCEDURE SPECIFICATION (WPSs) AVAILABLE P P
MATERIAL IDENTIFICATION (TYPE.GRADE) O O
MANUFACTURER CERTIFICATIONS FOR WELDING CONSUMABLES AVAILABLE P P
WELDER IDENTIFICATION SYSTEM (1) O O
FIT-UP OF GROOVE WELDS (INCLUDING JOINT GEOMETRY)
- JOINT PREPARATION
- DIMENSIONS (ALIGNMENT, ROOT OPENING, ROOT FACE, BEVEL) O O
- CLEANLINESS (CONDITION OF STEEL SURFACES)
- TACKING (TACK WELD QUALITY AND LOCATION)
- BACKING FIT AND TYPE…
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