QNC_ADMIN-CEM_IMPROVE_FINAL.pdf
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A
OF
1909 CYPRESS AVENUE
VIRGINIA BEACH, VA 23451
(757) 417 - 0140
US Army Corps of Engineers Norfolk District
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QUANTICO NATIONAL CEMETERY
BUILDING RENOVATION & GRAVESITE IMPROVEMENTS
18424 JOPLIN ROAD TRIANGLE, VIRGINIA
WALLER, TODD AND SADLER ARCHITECTS, INC.
MSA, P.C.
NRW ENGINEERING
J.P. HARVEY ENGINEERING SOLUTIONS
JENSEN HUGHES
MCCLESKEY PROFESSIONAL SERVICES
IRRIGATION RESEARCH & DESIGN
CIVIL ENGINEERING
STRUCTURAL ENGINEERS
MECHANICAL, ELECTRICAL, PLUMBING ENGINEERS
FIRE PROTECTION, LIFE SAFETY ENGINEERS
LANDSCAPE, CEMETERY DESIGNERS
IRRIGATION SPECIALISTS
LOCATION MAPVICINITY MAP
PROJECT LOCATIONSPROJECT LOCATION
JOPLIN RD.
EXIT 150
TRIANGLE EXIT 150
TRIANGLE
IN
TE
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ST
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IN
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R S
TA
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YORKTOWN BLVD
SITE NAME BURIAL TYPE EXPANSION QUANTITY AREA OF DISTURBANCE
1. STANDARD BURIAL AREA (BID OPTION 1) 5'X10' PLOTS 533 1.84 ACRES
2. OSSUARY SITE (BID OPTION 2) CREMAINS 500 0.046 ACRES
3. IN-GROUND CREMAINS-OSSUARY SITE (BID OPTION 2) CREMAINS 791 0.624 ACRES
4. COLUMBARIUM SITE (BID OPTION 3) CREMAINS 2,640 0.67 ACRES
TOTAL BURIAL SITES 4,464 BURIALS
QNC BURIAL EXPANSION SCHEDULE
OF
1909 CYPRESS AVENUE
VIRGINIA BEACH, VA 23451
(757) 417 - 0140
US Army Corps of Engineers Norfolk District
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INDEX OF DRAWINGS
SHEET # SHEET TITLE # OF
AH-101 FIRST FLOOR PLAN - HAZMAT REMOVAL 72
LS001 BUILDING CODE AND LIFE SAFETY ANALYSIS 73
LS101 LIFE SAFETY FLOOR PLAN 74
S-001 GENERAL NOTES 75
S-101 FOUNDATION PLAN 76
S-102 ROOF FRAMING PLAN 77
S-301 SECTIONS AND DETAILS 78
AD101 FIRST FLOOR PLAN - DEMOLITION 79
A-001 ABBREVIATIONS, SYMBOLS AND LEGENDS 80
A-101 FIRST FLOOR PLAN - NEW WORK 81
A-102 REFLECTED CEILING PLAN - NEW WORK 82
A-103 ROOF PLAN 83
A-201 BUILDING ELEVATIONS 84
A-301 WALL SECTION AND DETAILS 85
A-401 ENLARGED PLAN AND DETAILS 86
A-501 ROOF AND CEILING DETAILS 87
A-601 DOOR SCHEDULE AND DETAILS 88
A-701 FINISH SCHEDULE, NOTES & DETAILS 89
A-702 INTERIOR FINISH ELEVATIONS 90
FA001 FIRE ALARM GENERAL NOTES AND LEGEND 91
FA101 FIRE ALARM FLOOR PLAN 92
FA501 FIRE ALARM DETAILS 93
FX001 FIRE PROTECTION GENERAL NOTES AND LEGEND 94
FX101 FIRE PROTECTION FLOOR PLAN 95
FX501 FIRE PROTECTION DETAILS 96
P-001 PLUMBING LEGEND, ABBREVIATIONS AND GENERAL NOTES 97
PD101 FIRST FLOOR PLAN - PLUMBING DEMOLITION 98
P-101 FIRST FLOOR PLAN - WASTE PIPING 99
P-102 FIRST FLOOR PLAN - WATER PIPING 100
P-501 PLUMBING DETAILS 101
P-601 PLUMBING SCHEDULES 102
P-701 ISOMETRICS 103
M-001 GENERAL NOTES, LEGEND, ABBREVIATIONS, AND CONTROLS 104
MD101 FIRST FLOOR PLAN - MECHANICAL DEMOLITION 105
MD102 ROOF PLAN - MECHANICAL DEMOLITION 106
M-101 FIRST FLOOR PLAN - MECHANICAL HVAC 107
M-102 ROOF PLAN - MECHANICAL HVAC 108
M-501 MECHANICAL DETAILS 109
M-502 MECHANICAL DETAILS 110
M-601 MECHANICAL SCHEDULES 111
E-001 LEGEND AND ABBREVIATIONS 112
ED101 FIRST FLOOR PLAN - ELECTRICAL DEMOLITION 113
ED102 ROOF PLAN - ELECTRICAL DEMOLITION 114
E-101 FIRST FLOOR PLAN - LIGHTING 115
E-102 FIRST FLOOR PLAN - POWER 116
E-103 FIRST FLOOR PLAN - HVAC POWER 117
E-104 ROOF PLAN - HVAC POWER 118
E-501 LIGHT FIXTURE DETAILS 119
E-502 LIGHT FIXTURE DETAILS AND SCHEDULE 120
E-503 ELECTRICAL DETAILS 121
E-601 PANELBOARD SCHEDULES 122
E-701 POWER RISER DIAGRAM - DEMOLITION AND CONSTRUCTION 123
T-101 FIRST FLOOR PLAN - COMMUNICATIONS AND SECURITY 124
TS101 TELECOMMUNICATIONS SITE PLAN - AREA A 125
TS102 TELECOMMUNICATIONS SITE PLAN - AREA B 126
INDEX OF DRAWINGS
SHEET # SHEET TITLE # OF
G-002 INDEX DRAWINGS 2
G-001 COVER SHEET 1
GC001 LOCATION MAP 3
GC002 EROSION & SEDIMENT CONTROL NARRATIVE AND NOTES 4
GC003 EROSION & SEDIMENT CONTROL NARRATIVE AND NOTES 5
GC004 EROSION & SEDIMENT CONTROL NARRATIVE AND NOTES 6
GC005 EROSION & SEDIMENT CONTROL NARRATIVE AND NOTES 7
GC006 KEY PLAN, LEGEND AND ABBREVIATIONS 8
V-100 SURVEY CONTROL DATA 9
V-101 EXISTING TOPOGRAPHIC SURVEY - ADMIN BUILDING 10
V-102 EXISTING TOPOGRAPHIC SURVEY - STANDARD BURIAL (BID OPTION 1) 11
V-103 EXISTING TOPOGRAPHIC SURVEY - OSSUARY (BID OPTION 2) 12
V-104 EXISTING TOPOGRAPHIC SURVEY - COLUMBARIUM (BID OPTION 3) 13
CD101 DEMOLITION PLAN - ADMIN BUILDING 14
CD102 DEMOLITION PLAN - STANDARD BURIAL (BID OPTION 1) 15
CD103 DEMOLITION PLAN - OSSUARY (BID OPTION 2) 16
CD104 DEMOLITION PLAN - COLUMBARIUM (BID OPTION 3) 17
CS101 SITE PLAN - ADMIN BUILDING 18
CS102 SITE PLAN - STANDARD BURIAL AREA (BID OPTION 1) 19
CS103 SITE PLAN - OSSUARY (BID OPTION 2) 20
CS104 SITE PLAN - COLUMBARIUM (BID OPTION 3) 21
CS602 NUMBERING PLAN - STANDARD BURIAL SECTION 33 (BID OPTION 1) 22
CS603 NUMBERING PLAN - OSSUARY SECTION 34 (BID OPTION 2) 23
CS604 NUMBERING PLAN - COLUMBARIUM (BID OPTION 3) 24
CG101 GRADING AND DRAINAGE PLAN - ADMIN BUILDING 25
CG102 GRADING AND DRAINAGE PLAN - STANDARD BURIAL (BID OPTION 1) 26
CG103 GRADING AND DRAINAGE PLAN - OSSUARY (BID OPTION 2) 27
CG104 GRADING AND DRAINAGE PLAN - COLUMBARIUM (BID OPTION 3) 28
CG201 PROFILE - STORM DRAIN (BID OPTIONS 2 & 3) 29
CG301 CROSS-SECTIONS - STANDARD BURIAL (BID OPTION 1) 30
CG302 CROSS-SECTIONS - STANDARD BURIAL (BID OPTION 1) 31
CG303 CROSS-SECTIONS - OSSUARY (BID OPTION 2) 32
CG401 ENLARGED PLAN - OSSUARY UNDERDRAIN (BID OPTION 2) 33
CG402 ENLARGED PLAN - COLUMBARIUM UNDERDRAIN (BID OPTION 3) 34
C-501 EROSION AND SEDIMENT CONTOL DETAILS 35
C-502 DETAIL SHEET 36
C-503 DETAIL SHEET 37
C-504 DETAIL SHEET 38
C-505 DETAIL SHEET 39
C-506 DETAIL SHEET 40
C-507 DETAIL SHEET 41
LP101 LANDSCAPE PLAN - ADMIN BUILDING 42
LP102 LANDSCAPE PLAN - STANDARD BURIAL (BID OPTION 1) 43
LP103 LANDSCAPE PLAN - OSSUARY (BID OPTION 2) 44
LP104 LANDSCAPE PLAN - COLUMBARIUM (BID OPTION 3) 45
LP501 LANDSCAPE NOTES & DETAILS 46
LI101 IRRIGATION PLAN - ADMIN BUILDING 47
LI102 NOT USED 48
LI103 NOT USED 49
LI104 NOT USED 50
LI105 NOT USED 51
LI106 NOT USED 52
LI107 NOT USED 53
LI108 IRRIGATION PLAN - STANDARD BURIAL (BID OPTION 1) 54
LI109 IRRIGATION PLAN - OSSUARY (BID OPTION 2) 55
LI110 IRRIGATION PLAN - COLUMBARIUM (BID OPTION 3) 56
LI501 IRRIGATION PLAN DETAILS 57
LI502 IRRIGATION PLAN DETAILS 58
L-101 OSSUARY MEMORIAL WALL PLAN 59
L-102 OSSUARY WALL ELEVATIONS 60
L-103 OSSUARY DETAILS 61
L-104 OSSUARY DETAILS 62
L-105 OSSUARY DETAILS 63
L-106 COLUMBARIUM PLAN 64
L-107 DOUBLE-SIDED COLUMBARIUM ELEVATIONS 65
L-108 DOUBLE-SIDED COLUMBARIUM ELEVATIONS 66
L-109 DOUBLE-SIDED COLUMBARIUM ELEVATIONS 67
L-110 SINGLE-SIDED COLUMBARIUM ELEVATIONS 68
L-111 COLUMBARIUM DETAILS 69
L-112 PRECAST COLUMBARIUM DETAILS 70
L-113 COLUMBARIUM DETAILS 71
GRAPHIC SCALE
GC001
US Army Corps of Engineers ® Norfolk District
1909 CYPRESS AVENUE
VIRGINIA BEACH, VA 23451
(757) 417 - 0140
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MSA, P.C.
5033 Rouse Drive, Virginia Beach, VA 23462 757-490-9264 (Ofc) 757-490-0634 (Fax) www.msaonline.com
Environmental Sciences Planning Surveying Civil & Environmental Engineering
Landscape Architecture
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JOPLIN ROAD
EXIT 150
JOPLIN ROAD
STAGING/
CONTRACTOR
LAYDOWN
APPROXIMATELY
390 LF X 565 LF
CONTRACTOR
WORKFORCE
PARKING AREA
CONSTRUCTION VEHICLES
SHALL NOT PROCEED
PAST THIS POINT
CONSTRUCTION VEHICLES
SHALL NOT PROCEED
PAST THIS POINT
MAIN ENTRANCE
FOR CONSTRUCTION
INGRESS/EGRESS
CONSTRUCTION PROJECT
SIGN / PROJECT SAFETY SIGN
SEE SHEET SPECIFICATION 01
50 02.00 50 TEMPORARY
CONSTRUCTION FACILITIES
FOR DETAIL.
CONSTRUCTION PROJECT SIGN /
PROJECT SAFETY SIGN
SEE SHEET SPECIFICATION 01 50 02.00 50
TEMPORARY CONSTRUCTION FACILITIES
FOR DETAIL.
I R
R
I R
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ADD NEW VALVES
TO EXISTING IRRIGATION
MAINLINE
ADD NEW VALVE
TO EXISTING
IRRIGATION
MAINLINE - RUN
NEW CONTROL
WIRE TO
CONTROLLER
ADD NEW IRRIGATION WIRES
FROM EXISTING CONTROLLER TO
NEW VALVE LOCATIONS
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EXISTING
CONTROLLER
#2
REMOVE ALL EXISTING IRRIGATION
IN THESE AREAS INCLUDING ELECTRIC
VALVES - USE EXISTING MAINLINE
CONNECTIONS FOR NEW VALVES
36G
52G
12G
17G
EXTENDED MAINLINE
TO BE 1.5" CL200
PVC
US Army Corps of
Engineers ®
Norfolk District
1909 CYPRESS AVENUE
VIRGINIA BEACH, VA
23451
(757) 417 - 0140
OFSHEET
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5033 Rouse Drive, Virginia Beach, VA 23462 757-490-9264 (Ofc) 757-490-0634 (Fax) www.msaonline.com
Environmental Sciences Planning Surveying Civil & Environmental Engineering
Landscape Architecture
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GRAPHIC SCALE
LI101
I R
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A T
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A D
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LINE-SIZED LEEMCO LV-200 ISOLATION VALVE
RAINBIRD ESP-40-SAT-LS
RAINBIRD EXISTING SATELLITE
RAINBIRD PGA ELECTRIC VALVE (1" UP TO 25 GPM, 1.5" UP TO 50 GPM,
2" UP TO 80 GPM) - WITH PRESSURE REGULATOR
C18
EQUIPMENT LEGEND
C17
2 7
RAINBIRD 1806 FIXED SPRAY SPRINKLER W/ 12' & 15' W U - NOZZLES
RAINBIRD 1812 FIXED SPRAY SPRINKLER W/ 12' & 15' U - NOZZLES
RAINBIRD 1812 FIXED SPRAY SPRINKLER WITH END AND SIDE STRIPS
RAINBIRD GOLF SERIES 900E/FULL CIRCLE #48 NOZZLE 70 PSI
REGULATOR AND 950E WITH #18 AND 950E WITH #18 NOZZLE AND 70 PSI
REGULATOR
RAINBIRD GOLF SERIES 900E/FULL CIRCLE #44 NOZZLE 60 PSI
REGULATOR AND 950E WITH # AND 950E WITH #18 NOZZLE AND 60 PSI
REGULATOR
RAINBIRD 8005SS-08 - USE FULL CIRCLE MODEL ON 360 DEGREE AREA
AND PART CIRCLE MODEL ON 50 TO 330 DEGREE AREAS
RAINBIRD 5004-PC-SAM-PRS-SS W/ 2.0 - 4.0 RAIN CURTAIN NOZZLES
1" RAINBIRD QUICK COUPLER VALVE, SWIVEL AND KEY
HEAD LEGEND
3" PVC SCHEDULE 40 GASKET PIPE OR AS LABELED
1" PVC SCHEDULE 80 LATERALS
1.5" PVC SCHEDULE 80 LATERALS
2" PVC SCHEDULE 80 LATERALS
2.5" PVC SCHEDULE 80 LATERALS
ONE 4" PVC SCHEDULE 40 SLEEVE
ONE 4" AND ONE 3" PVC SCHEDULE 40 SLEEVE
PIPING LEGEND
IRRIGATION NOTES:
1) REMOVE ALL EXISTING IRRIGATION HEADS AND VALVES IN DISTURBED AREA
AND RETURN TO OWNER FOR FUTURE REPAIRS
2) ALL CONNECTIONS TO MAINLINE NOT RE-USED ARE TO BE CAPPED AND SECURED
BY MECHANICAL JOINT
3) ALL MAINLINE CONNECTIONS TO BE PERFORMED WITH MECHANICAL JOINTS - NO THRUST
BLOCKS ARE TO BE USED. USE LEEMCO DI SERVICE TEE FOR IRRIGATION GOLF HEADS AND
LV200 ANGLE VALVE AND JOINT RESTRAINTS FOR ALL CONNECTIONS.
4) ALL PROGRAMMING OF NEW IRRIGATION ZONES TO BE PERFORMED BY AN IRRIGATION
ASSOCIATION (WWW.IRRIGATION.ORG) CERTIFIED IRRIGATION DESIGNER (CID) OR CERTIFIED
LANDSCAPE IRRIGATION AUDITOR (CLIA)
5) ADD A 1" QUICK COUPLER TO EACH POINT OF CONNECTION FOR NEW IRRIGATION ALONG
THE MAINLINE FOR WINTERIZATION POINTS.
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QUANTICO DRIVE
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Q
Q
Q
REMOVE ALL EXISTING IRRIGATION
HEADS, PIPING, AND IRRIGATION
COMPONENTS ALONG ROADWAY ON
BOTH SIDES OF THE ROADWAY WITH
IN PROJECT LIMITS CAPPING MAINLINE
POINTS OF CONNECTION WITH
MECHANICAL JOINT - DO NOT REMOVE
4" OR 12" MAINLINE IN ANY AREA
CONNECT TO EXISTING
4" POINT OF CONNECTION
WITH MECHANICAL JOINT
RESTRAINT
23G
C14
23G
2C14
23G
C14
23G
C14
32G
C14
23G
C14
23G
7C14
23G
C14
23G
C14
23G
C14
23G
C14
G
C
23G
C14
42G
C14
52G
C14
44G
19C14
"3
.5
3"
2.5"
2.5"
2.5"
REMOVE ALL EXISTING
IRRIGATION COMPONENTS FROM
WITHIN PROJECT LIMITS - SAVE
ALL IRRIGATION HEADS FOR
OWNERS REUSE
US Army Corps of
Engineers ®
Norfolk District
1909 CYPRESS AVENUE
VIRGINIA BEACH, VA
23451
(757) 417 - 0140
OFSHEET
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MSA, P.C.
5033 Rouse Drive, Virginia Beach, VA 23462 757-490-9264 (Ofc) 757-490-0634 (Fax) www.msaonline.com
Environmental Sciences Planning Surveying Civil & Environmental Engineering
Landscape Architecture
AS
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LI108
GRAPHIC SCALE
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LINE-SIZED LEEMCO LV-200 ISOLATION VALVE
RAINBIRD ESP-40-SAT-LS
RAINBIRD EXISTING SATELLITE
RAINBIRD PGA ELECTRIC VALVE (1" UP TO 25 GPM, 1.5" UP TO 50 GPM,
2" UP TO 80 GPM) - WITH PRESSURE REGULATOR
C18
EQUIPMENT LEGEND
C17
2 7
RAINBIRD 1806 FIXED SPRAY SPRINKLER W/ 12' & 15' W U - NOZZLES
RAINBIRD 1812 FIXED SPRAY SPRINKLER W/ 12' & 15' U - NOZZLES
RAINBIRD 1812 FIXED SPRAY SPRINKLER WITH END AND SIDE STRIPS
RAINBIRD GOLF SERIES 900E/FULL CIRCLE #48 NOZZLE 70 PSI
REGULATOR AND 950E WITH #18 AND 950E WITH #18 NOZZLE AND 70 PSI
REGULATOR
RAINBIRD GOLF SERIES 900E/FULL CIRCLE #44 NOZZLE 60 PSI
REGULATOR AND 950E WITH # AND 950E WITH #18 NOZZLE AND 60 PSI
REGULATOR
RAINBIRD 8005SS-08 - USE FULL CIRCLE MODEL ON 360 DEGREE AREA
AND PART CIRCLE MODEL ON 50 TO 330 DEGREE AREAS
RAINBIRD 5004-PC-SAM-PRS-SS W/ 2.0 - 4.0 RAIN CURTAIN NOZZLES
1" RAINBIRD QUICK COUPLER VALVE, SWIVEL AND KEY
HEAD LEGEND
3" PVC SCHEDULE 40 GASKET PIPE OR AS LABELED
1" PVC SCHEDULE 80 LATERALS
1.5" PVC SCHEDULE 80 LATERALS
2" PVC SCHEDULE 80 LATERALS
2.5" PVC SCHEDULE 80 LATERALS
ONE 4" PVC SCHEDULE 40 SLEEVE
ONE 4" AND ONE 3" PVC SCHEDULE 40 SLEEVE
PIPING LEGEND
IRRIGATION NOTES:
1) REMOVE ALL EXISTING IRRIGATION HEADS AND VALVES IN DISTURBED AREA
AND RETURN TO OWNER FOR FUTURE REPAIRS
2) ALL CONNECTIONS TO MAINLINE NOT RE-USED ARE TO BE CAPPED AND SECURED
BY MECHANICAL JOINT
3) ALL MAINLINE CONNECTIONS TO BE PERFORMED WITH MECHANICAL JOINTS - NO THRUST
BLOCKS ARE TO BE USED. USE LEEMCO DI SERVICE TEE FOR IRRIGATION GOLF HEADS AND
LV200 ANGLE VALVE AND JOINT RESTRAINTS FOR ALL CONNECTIONS.
4) ALL PROGRAMMING OF NEW IRRIGATION ZONES TO BE PERFORMED BY AN IRRIGATION
ASSOCIATION (WWW.IRRIGATION.ORG) CERTIFIED IRRIGATION DESIGNER (CID) OR CERTIFIED
LANDSCAPE IRRIGATION AUDITOR (CLIA)
.7
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MOVE EXISTING CONTROLLER
#5 FROM THIS LOCATION
TO NEW LOCATION - ALL WIRES
TO BE SPLICED IN A VALVE BOX
USING 3M DBR'S OR DBY'S
NEW LOCATION FOR CONTROLLER
#5 - RUN NEW WIRES FROM EXISTING
(AND UN-TOUCHED) ELECTRIC VALVES
TO THIS LOCATION - RE-ROUTE POWER
WIRE FROM A POINT AT THE EDGE OF
THE DISTURBED AREA FOR THIS PROJECT
TO POWER THIS CONTROLLER. RUN OLD
WIRES/VALVES FROM OLD CONTROLLER
LOCATION TO NEW CONTROLLER LOCATION.
REMOVE ALL EXISTING IRRIGATION HEADS, PIPING
AND IRRIGATION COMPONENTS ALONG ROADWAY
WITHIN PROJECT LIMITS - DO NOT REMOVE 4" OR 12'
MAINLINE IN ANY AREA
REMOVE ALL EXISTING IRRIGATION HEADS, PIPING
AND IRRIGATION COMPONENTS
ALONG ROADWAY WITHIN PROJECT
LIMITS - DO NOT REMOVE 4" OR 12" MAINLINE IN
ANY AREA
REMOVE ALL EXISTING IRRIGATION HEADS
AND PIPING WITHIN PROJECT
LIMITS
CONNECTION TO
EXISTING 4"
MAINLINE -
STUBOUT
WITH A
MECHANICAL
JOINT RESTRAINT
G
G
G g
G
RUN NEW WIRES FROM NEW VALVES TO
CONTROLLER #5 AT NEW LOCATION
US Army Corps of
Engineers ®
Norfolk District
1909 CYPRESS AVENUE
VIRGINIA BEACH, VA
23451
(757) 417 - 0140
OFSHEET
N O
R F
O
S
T R
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T
C O
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MSA, P.C.
5033 Rouse Drive, Virginia Beach, VA 23462 757-490-9264 (Ofc) 757-490-0634 (Fax) www.msaonline.com
Environmental Sciences Planning Surveying Civil & Environmental Engineering
Landscape Architecture
AS
M
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GRAPHIC SCALE
LI109
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LINE-SIZED LEEMCO LV-200 ISOLATION VALVE
RAINBIRD ESP-40-SAT-LS
RAINBIRD EXISTING SATELLITE
RAINBIRD PGA ELECTRIC VALVE (1" UP TO 25 GPM, 1.5" UP TO 50 GPM,
2" UP TO 80 GPM) - WITH PRESSURE REGULATOR
C18
EQUIPMENT LEGEND
C17
2 7
RAINBIRD 1806 FIXED SPRAY SPRINKLER W/ 12' & 15' W U - NOZZLES
RAINBIRD 1812 FIXED SPRAY SPRINKLER W/ 12' & 15' U - NOZZLES
RAINBIRD 1812 FIXED SPRAY SPRINKLER WITH END AND SIDE STRIPS
RAINBIRD GOLF SERIES 900E/FULL CIRCLE #48 NOZZLE 70 PSI
REGULATOR AND 950E WITH #18 AND 950E WITH #18 NOZZLE AND 70 PSI
REGULATOR
RAINBIRD GOLF SERIES 900E/FULL CIRCLE #44 NOZZLE 60 PSI
REGULATOR AND 950E WITH # AND 950E WITH #18 NOZZLE AND 60 PSI
REGULATOR
RAINBIRD 8005SS-08 - USE FULL CIRCLE MODEL ON 360 DEGREE AREA
AND PART CIRCLE MODEL ON 50 TO 330 DEGREE AREAS
RAINBIRD 5004-PC-SAM-PRS-SS W/ 2.0 - 4.0 RAIN CURTAIN NOZZLES
1" RAINBIRD QUICK COUPLER VALVE, SWIVEL AND KEY
HEAD LEGEND
3" PVC SCHEDULE 40 GASKET PIPE OR AS LABELED
1" PVC SCHEDULE 80 LATERALS
1.5" PVC SCHEDULE 80 LATERALS
2" PVC SCHEDULE 80 LATERALS
2.5" PVC SCHEDULE 80 LATERALS
ONE 4" PVC SCHEDULE 40 SLEEVE
ONE 4" AND ONE 3" PVC SCHEDULE 40 SLEEVE
PIPING LEGEND
IRRIGATION NOTES:
1) REMOVE ALL EXISTING IRRIGATION HEADS AND VALVES IN DISTURBED AREA
AND RETURN TO OWNER FOR FUTURE REPAIRS
2) ALL CONNECTIONS TO MAINLINE NOT RE-USED ARE TO BE CAPPED AND SECURED
BY MECHANICAL JOINT
3) ALL MAINLINE CONNECTIONS TO BE PERFORMED WITH MECHANICAL JOINTS - NO THRUST
BLOCKS ARE TO BE USED. USE LEEMCO DI SERVICE TEE FOR IRRIGATION GOLF HEADS AND
LV200 ANGLE VALVE AND JOINT RESTRAINTS FOR ALL CONNECTIONS.
4) ALL PROGRAMMING OF NEW IRRIGATION ZONES TO BE PERFORMED BY AN IRRIGATION
ASSOCIATION (WWW.IRRIGATION.ORG) CERTIFIED IRRIGATION DESIGNER (CID) OR CERTIFIED
LANDSCAPE IRRIGATION AUDITOR (CLIA)
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US Army Corps of
Engineers ®
Norfolk District
1909 CYPRESS AVENUE
VIRGINIA BEACH, VA
23451
(757) 417 - 0140
OFSHEET
N O
R F
O
S
T R
I C
T
C O
R
G
I N
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R S
N O
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G I N
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T
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MSA, P.C.
5033 Rouse Drive, Virginia Beach, VA 23462 757-490-9264 (Ofc) 757-490-0634 (Fax) www.msaonline.com
Environmental Sciences Planning Surveying Civil & Environmental Engineering
Landscape Architecture
AS
M
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B
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T A
L
V
E M
B E
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GRAPHIC SCALE
LI110
I R
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A T
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P
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N
C O
L U
M B
A R
I U
M
A
R E
Engineers ®
Norfolk District
1909 CYPRESS AVENUE
VIRGINIA BEACH, VA
23451
(757) 417 - 0140
OFSHEET
N O
R F
O
S
T R
I C
T
C O
R
G
I N
E E
R S
N O
R F
O L
R
G I N
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C
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L a s t w o r k e d o n
F l e n a m e
P l o t s c a l e
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MSA, P.C.
5033 Rouse Drive, Virginia Beach, VA 23462 757-490-9264 (Ofc) 757-490-0634 (Fax) www.msaonline.com
Environmental Sciences Planning Surveying Civil & Environmental Engineering
Landscape Architecture
AS
M
F I N
B
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L
V
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B E
R
LI501
I R
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A T
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T A
I L S
6" FIXED SPRAY SPRINKLER
SCALE: NTS
MATCHED PRECIPITATION
RATE NOZZLE
INSTALL SPRINKLER AT
FINISHED GRADE
APPROVED BACKFILL
FIXED SPRAY SPRINKLER
MALE ELL
FUNNY PIPE
LATERAL PIPE
LATERAL TEE
GEAR DRIVE ROTOR W/SWING ASSEMBLY
SCALE: NTS
APPROVED BACKFILL
SPRINKLER HEAD
AT GRADE)
3/4" OR 1" MANUFACTURED SWING ASSEMBLY
LATERAL PIPE
LATERAL TEE
IRR
IRR
RAINBIRD ESP-SAT FIELD CONTROLLER
IRR
SCALE: NTS
WITH LEEMCO LV-200 LATERAL CONNECTION
IRR
SCALE: NTS
ELECTRIC REMOTE CONTROL VALVE
SAT
INSTALL A #4 BARE COPPER GROUND WIRE FROM
GROUND ROD GRID A MINIMUM OF 150' WITHIN
AN ADJACENT FAIRWAY OR IRRIGATED AREA.
WIRING SHALL BE INSTALLED IN OPEN TRENCH ONLY
ADD ADDITIONAL PLATES AND RODS TO ACHIEVE
10 OHMS OR LESS IN GROUNDING WHERE NECESSARY.
24" MIN.
#4 BARE COPPER WIRE TO
8' COPPER GROUND ROD
16' SPACING
BETWEEN RODS
WIRING TO VALVES
GROUND WIRE INSTALLATION W/ CONTROLLER
IRR
SCALE: NTS
CONCRETE SUPPORT SLAB
RAINBIRD 751 GOLF ROTOR
IRR
SCALE: NTS
QUICK COUPLING VALVE ASSEMBLY
IRR
SCALE: NTS
LASCO UNITIZED #G17B-212
SWING JOINT W/ BRASS INSERT
ADD EXTRA SUPPORT BY
PLACING REBAR IN SPECIAL LUGS
6" ECONO VALVE BOX &
LID INSTALLED AT GRADE
QUICK COUPLING VALVE
INSTALLED 2-3" BELOW GRADE
QUICK COUPLER VALVE
BODY SUPPORTED W/
TWO U-BOLTS & REBAR.
MINIMUM 24" LONG WITH
A 1x1x12 PIECE OF REDWOOD
REBAR & VALVE BODY.
BRASS NIPPLE
1" BRASS INSERT
90 DEGREE ELL OUTLET
DUCTILE IRON SERVICE TEE
WITH RESTRAINING JOINTS
Engineers ®
Norfolk District
1909 CYPRESS AVENUE
VIRGINIA BEACH, VA
23451
(757) 417 - 0140
OFSHEET
N O
R F
O
S
T R
I C
T
C O
R
G
I N
E E
R S
N O
R F
O L
R
G I N
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C
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W A
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MSA, P.C.
5033 Rouse Drive, Virginia Beach, VA 23462 757-490-9264 (Ofc) 757-490-0634 (Fax) www.msaonline.com
Environmental Sciences Planning Surveying Civil & Environmental Engineering
Landscape Architecture
AS
M
F I N
B
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B E
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LI502
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I L S
LARGE TURF GEARED ROTOR AND TRENCHING DETAIL
SCALE: NTS
IRR
N O
R T
H
3'
APPLICABLE BUILDING CODES
USE GROUP/OCCUPANCY
FIRE PROTECTION SYSTEMS
CONSTRUCTION TYPE
ALLOWABLE AREA & HEIGHT
ACTUAL AREA & HEIGHT
FIRE RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS
EXTERIOR WALLS
INTERIOR FIRE RESISTANCE REQUIREMENTS
INTERIOR FINISH CLASSIFICATION
TRAVEL DISTANCES
CAPACITY OF EXITS
ADDITIONAL LIFE SAFETY CRITERIA
MEANS OF EGRESS
LEGEND
1. IBC INTERNATIONAL BUILDING CODE, 2012
2. FPDM DEPARTMENT OF VETERANS AFFAIRS - FIRE PROTECTION DESIGN MANUAL, SIXTH EDITION
3. UFC 1-200-01 GENERAL BUILDING REQUIREMENTS, 1 NOVEMBER 2014
4. UFC 3-600-01 FIRE PROTECTION ENGINEERING FOR FACILITIES, 1 MARCH 2013
5. NFPA 10 STANDARD FOR PORTABLE FIRE EXTINGUISHERS, 2013
6. NFPA 13 INSTALLATION OF SPRINKLER SYSTEMS, 2013
7. NFPA 70 NATIONAL ELECTRIC CODE, 2014
8. NFPA 72 NATIONAL FIRE ALARM AND SIGNALING CODE, 2013
9. NFPA 90A INSTALLATION OF AIR-CONDITIONING AND VENTILATING SYSTEMS, 2015
10. NFPA 101 LIFE SAFETY CODE, 2015 (LSC)
11. UFAS UNIFORM FEDERAL ACCESSIBILITY STANDARDS
12. ABA ARCHITECTURAL BARRIERS ACT
LIMITS BASED ON BUSINESS OCCUPANCY WITH PERMITTED REDUCTION FOR SPRINKLERS (TABLE A.10.2.2):
EXITS MINIMUM CLASS C
EXIT ACCESS CORRIDORS MINIMUM CLASS C
OTHER SPACES MINIMUM CLASS C
FLOOR FINISH IN EXITS, EXIT ACCESS CORRIDORS, & OTHER SPACES NO REQUIREMENT
FLOOR LEVEL
REQUIRED EXIT
CAPACITY
AVAILABLE EXIT
CAPACITY
NUMBER OF EXITS
REQUIRED
NUMBER OF EXITS
PROVIDED
FIRST FLOOR 3290054
FIRE SEPARATION DISTANCE (FSD)
FSD < 10 FT
GROUP B
1 HR.
FSD > 10 FT 0 HR.
AREA OCCUPANCY USE
APPROX. AREA
(SF)
OCCUPANT LOAD
FACTOR
(SF/PERSON)
OCCUPANT LOAD
(PERSONS)
GROUND FLOOR
BUSINESS 5,325 100 53OFFICE AND SUPPORT
5,535 54TOTAL
EQUIPMENT ROOMS 210 1300MEP
B BUSINESS (IBC 304.1, LSC 6.1.11.1) - ORDINARY HAZARD (LSC 38.1.5)
WET PIPE SPRINKLER SYSTEM
ADDRESSABLE FIRE ALARM SYSTEM
ADMIN BUILDING TYPE V-B
BASED ON GROUP B USE GROUP
BASIC AREA (IBC TABLE 503): 9,000 SF
INCREASE FOR AUTOMATIC SPRINKLERS (200%) (IBC 506.3): 27,000 SF
TOTAL ALLOWABLE AREA PER STORY: 36,000 SF
BASIC ALLOWABLE STORIES/HEIGHT (IBC TABLE 503): 2/40 FT
INCREASE FOR AUTOMATIC SPRINKLERS (IBC 504.2): 1/20 FT
TOTAL ALLOWABLE STORIES/HEIGHT: 3/60 FT
TOTAL FOOTPRINT FLOOR AREA 7,572 SF
TOTAL BUILDING HEIGHT 1 STORY/20 FT
(IBC TABLE 601, TYPE V-B CONSTRUCTION)
STRUCTURAL FRAME, INCL. COLUMNS, GIRDERS & TRUSSES 0 HR
BEARING WALLS, INTERIOR & EXTERIOR 0 HR
NON-BEARING WALLS, INTERIOR & EXTERIOR 0 HR
FLOOR CONSTRUCTION 0 HR
ROOF CONSTRUCTION 0 HR
EXTERIOR FIRE-RESISTANCE RATING BASED ON FIRE SEPARATION DISTANCE (TYPE V-B)
THE BUILDING IS LOCATED MORE THAN 40-FEET FROM ANY SURROUNDING STRUCTURES; THEREFORE, NO EXTERIOR WALL RATINGS
BASED ON FIRE SEPARATION DISTANCE ARE REQUIRED.
OCCUPANT LOADS (LSC TABLE 7.3.1.2)
BUSINESS 100 SF/PERSON
ASSEMBLY (LESS CONCENTRATED USE WITHOUT FIXED SEATING) 15 SF/PERSON
MEP SPACE 300 SF/PERSON
STORAGE (IN OTHER THAN STORAGE OCCUPANCIES) 500 SF/PERSON
COMMON PATH OF TRAVEL (LSC TABLE A.7.6): (BUSINESS): 100 FT.
TOTAL TRAVEL DISTANCE (LSC TABLE A.7.6): (BUSINESS): 300 FT.
DEAD END CORRIDOR (LSC TABLE A.7.6): (BUSINESS): 50 FT.
CAPACITY OF EXITS (LSC TABLE 7.3.3.1):
LEVEL COMPONENTS (WIDTH/PERSON) 0.2 IN/PERSON
NUMBER OF EXITS (LSC 7.4)
2 FOR OCCUPANT LOAD < 500
3 FOR OCCUPANT LOAD > 500 AND < 1,000
EMERGENCY LIGHTING SYSTEMS SHALL PROVIDE IN ACCORDANCE WITH LSC 7.9 (LSC 38.2.9.1).
MEANS OF EGRESS SHALL BE PROVIDED WITH SIGNS IN ACCORDANCE WITH LSC 7.10 AND UFC 3-600-01 2-5.2 (LSC 38.2.10). SIGNS MUST
HAVE LETTERING ON AN OPAQUE BACKGROUND. INTERNALLY ILLUMINATED SIGNS MUST BE LIGHT EMITTING DIODE (LED) TYPE, ELECTROLUMINESCENCE (LEC), OR COLD CATHODE TYPE. INCANDESCENT FIXTURES ARE NOT PERMITTED. RADIOLUMINOUS EXIT SIGNS
ARE NOT PERMITTED (UFC 3-600-01 2-5.2).
FIRE EXTINGUISHERS SHALL BE PROVIDED IN ACCORDANCE WITH LSC AND NFPA 10 REQUIREMENTS (LSC 38.3.5).
ROOM AREA (SQ. FT)
OCCUPANT LOAD (SQ. FT/PERSON)
NUMBER OF OCCUPANTS (PERSONS)
REQUIRED EGRESS CAPACITY
PROVIDED EGRESS CAPACITY
TRAVEL DISTANCE
DEAD END CORRIDOR DISTANCE
COMMON PATH OF TRAVEL DISTANCE
SEMI-RECESSED FIRE EXTINGUISHER
CABINET
NONE
1,000
TD = ## FT
DE = ## FT
CPT = ## FTA
OF
1909 CYPRESS AVENUE
VIRGINIA BEACH, VA 23451
(757) 417 - 0140
US Army Corps of Engineers Norfolk District
SHEET
N O
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03 NOV 2017
Lic. No. 044409
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1/8" = 1'-0"
LIFE SAFETY FLOOR PLAN
4' 8' 16' 32'0'
1/8" =1'-0"SCALE:
GRAPHIC SCALE
NOTE: IF THIS DRAWING IS A REDUCTION, GRAPHIC SCALE
MUST BE USED.
ARCH. ARCHITECT, ARCHITECTURAL
BLDG. BUILDING
BOTT. BOTTOM
C.M.U. CONCRETE MASONRY UNIT
C.J. CONTROL JOINT
COL. COLUMN
CONC. CONCRETE
CONN. CONNECTION
CONT. CONTINUOUS
DIA. DIAMETER
DIAG. DIAGONAL
DWG. DRAWING
E.F. EACH FACE
ELEV. ELEVATION
EXIST. EXISTING
EXP. EXPANSION
FOUND. FOUNDATION
FNDN. FOUNDATION
F.O. FACE OF
F.O. FACE OF BRICK
FTG. FOOTING
GALV. GALVANIZED
HORIZ. HORIZONTAL
INSUL. INSULATION
JT. JOINT
L ANGLE
LLH LONG LEG HORIZONTAL
LLV LONG LEG VERTICAL
MECH. MECHANICAL
OPP. OPPOSITE
STRUCTURAL ABBREVIATIONS LIST
P.S.I. POUNDS PER SQUARE INCH
P.S.F. POUNDS PER SQUARE FOOT
REF. REFERENCE
REINF. REINFORCE,REINFORCING
REQ'D. REQUIRED
SCHED. SCHEDULE
SECT. SECTION
SHT. SHEET
SPECS. SPECIFICATIONS
STL. STEEL
T.O. TOP OF
TYP. TYPICAL
U.O.N. UNLESS OTHERWISE NOTED
VERT. VERTICAL
W.W.F. WELDED WIRE FABRIC
W/ WITH
W/O WITHOUT
C.L. CENTERLINE
PL. PLATE
O.C. ON CENTER
Ø DIAMETER
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± PLUS OR MINUS
A
OF
1909 CYPRESS AVENUE
VIRGINIA BEACH, VA 23451
(757) 417 - 0140
US Army Corps of Engineers Norfolk District
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GENERAL NOTES:
GENERAL NOTES:
1.THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE PROVISIONS OF THE INTERNATIONAL BUILDING CODE, 2012 EDITION, AS ADOPTED BY THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE, 2012 EDITION, EFFECTIVE JULY, 2014 AND AS MODIFIED BY UFC 1-200-01, AND IN ACCORDANCE WITH UFC 3-301,01 "STRUCTURAL ENGINEERING", DATED JUNE 2013.
2.ALL WORK SHALL COMPLY WITH THE CODES LISTED BELOW AND IN THE SPECIFICATIONS.
3.VERIFY ALL DRAWINGS FOR COORDINATION BETWEEN TRADES, LOCATE SLOTS, SLEEVES AND TRENCHES AS REQUIRED FOR MECHANICAL TRADES. PROVIDE AND INSTALL ANCHORS, INSERTS, HANGERS, ETC. AS REQUIRED FOR
VARIOUS TRADES.
4.THE CONTRACTOR IS RESPONSIBLE FOR DIMENSIONS, ELEVATIONS, ETC., NECESSARY FOR THE PROPER CONSTRUCTION AND ALIGNMENT OF THE NEW PORTIONS OF THE STRUCTURE TO THE EXISTING STRUCTURE. MAKE ALL MEASUREMENTS NECESSARY PRIOR TO THE FABRICATION AND ERECTION OF STRUCTURAL MEMBERS.
5.BEFORE PROCEEDING WITH ANY WORK WITHIN THE EXISTING STRUCTURE, BECOME FAMILIAR WITH STRUCTURAL CONDITIONS OF THE EXISTING STRUCTURE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ALL NECESSARY SAFEGUARDS, TO MAINTAIN ALL PARTS OF THE STRUCTURE IN A SAFE CONDITION AT ALL TIMES DURING THE PROCESS OF CONSTRUCTION AND TO PROTECT FROM DAMAGE THOSE PORTIONS OF THE EXISTING BUILDING WHICH
ARE TO REMAIN.
6.SUBMIT SHOP DRAWINGS OF REINFORCEMENT DETAILS, STRUCTURAL STEEL, ETC. FOR APPROVAL BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR SHALL CHECK ALL DIMENSIONS AND ACCEPT FULL RESPONSIBILITY
FOR DIMENSIONAL CORRECTNESS.
7.UNDER NO CIRCUMSTANCES SHALL REPRODUCTION OF CONTRACT DRAWINGS BE USED AS SHOP DRAWINGS.
8. PROVIDE ALL TEMPORARY GUYING AND BRACING REQUIRED TO ERECT AND HOLD THE STRUCTURE IN PROPER
ALIGNMENT UNTIL ALL STRUCTURAL WORK AND CONNECTIONS HAVE BEEN COMPLETED.
9.LOADING APPLIED TO THE STRUCTURE DURING THE PROCESS OF CONSTRUCTION SHALL NOT EXCEED THE SAFE LOAD-CARRYING CAPACITY OF THE STRUCTURAL MEMBERS. THE LIVE LOADINGS USED IN THE DESIGN OF THIS STRUCTURE ARE INDICATED IN THE “DESIGN CRITERIA NOTES”. DO NOT APPLY ANY CONSTRUCTION LOADS UNTIL ALL STRUCTURAL FRAMING IS PROPERLY CONNECTED TOGETHER AND UNTIL ALL TEMPORARY BRACING IS IN PLACE.
10. IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITION OF JOB SITE INCLUDING SAFETY OF ALL PERSONS AND PROPERTY
DURING PERFORMANCE OF THE WORK.
11. THE DUTY OF THE ARCHITECT IN CONDUCTING CONSTRUCTION REVIEW OF CONTRACTOR'S PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF ADEQUACY OF CONTRACTOR'S SAFETY MEASURES IN, ON, OR NEAR THE
CONSTRUCTION SITE.
12. TYPICAL DETAILS AND GENERAL NOTES APPLY TO ALL PARTS OF THE JOB EXCEPT WHERE SPECIFICALLY
DETAILED OR NOTED OTHERWISE.
13. STRUCTURAL DRAWINGS SHOW ONLY THE BASIC STRUCTURAL FRAMING. REFER TO ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS FOR NON-STRUCTURAL ITEMS WHICH REQUIRE SPECIAL PROVISIONS
DURING THE CONSTRUCTION OF THE STRUCTURAL FRAME.
14. INFORM THE PROFESSIONAL OF RECORD IN WRITING OF ANY DEVIATION FROM THE CONTRACT DOCUMENTS.
THE CONTRACTOR IS NOT RELIEVED OF THE RESPONSIBILITY OF SUCH DEVIATION BY THE PROFESSIONAL OF RECORD REVIEW OF SHOP DRAWINGS, PRODUCT DATA, ETC. UNLESS THE CONTRACTOR HAS SPECIFICALLY INFORMED THE PROFESSIONAL OF RECORD OF SUCH DEVIATION AT THE TIME OF SUBMISSION, AND THE
PROFESSIONAL OF RECORD HAS GIVEN WRITTEN APPROVAL TO THE SPECIFIC DEVIATION.
15. MECHANICAL UNITS AND EQUIPMENT LOCATIONS SHOWN ON THE PLANS ARE APPROXIMATE. CONTRACTOR SHALL VERIFY LOCATIONS AND WEIGHTS SHOWN AND REPORT DISCREPANCIES TO THE ARCHITECT PRIOR TO
INSTALLATION.
FOUNDATION NOTES:
1.FOUNDATIONS HAVE BEEN DESIGNED IN ACCORDANCE WITH THE RECOMMENDATIONS IN THE GEOTECHNICAL EXPLORATION REPORT, PREPARED BY THE US CORP OF ENGINEERS, AND DATED OCTOBER 2015.
2.ALL NEW FOUNDATIONS SHALL BE FOUNDED ON VERY WELL COMPACTED STRUCTURAL SOIL WITH A DESIGN
BEARING PRESSURE OF 2,000 PSF.
3.PRIOR TO PLACING FOUNDATION CONCRETE, ALL FOUNDATION EXCAVATIONS SHALL BE INSPECTED BY THE GEOTECHNICAL ENGINEER TO VERIFY THE DESIGN BEARING PRESSURE AND THAT THE SETTLEMENTS ARE WITHIN GENERALLY ACCEPTED TOLERABLE LIMITS. THE GEOTECHNICAL ENGINEER WILL PROVIDE DIRECTION
FOR CORRECTIVE ACTION WHERE REQUIRED.
4.DO NOT INSTALL FOUNDATION WORK UNTIL IT HAS BEEN COORDINATED WITH ADJACENT UNDERGROUND
UTILITIES, ETC. FOOTINGS SHALL BE LOWERED WHERE REQUIRED.
5.DO NOT PUT IN UNBALANCED BACKFILL AGAINST FOUNDATION WALLS UNLESS WALLS ARE SECURELY BRACED
AGAINST OVERTURNING.
6.FROST LINE DEPTH IS 24” BELOW GRADE. BOTTOM OF EXTERIOR FOUNDATIONS SHALL BEAR A MINIMUM OF 36”
BELOW FINAL GRADE. LOWER FOOTINGS AS REQUIRED TO MAINTAIN COVERAGE.
CAST IN PLACE CONCRETE NOTES:
1.CAST IN PLACE CONCRETE SHALL COMPLY WITH THE AMERICAN CONCRETE INSTITUTE (ACI- 318-11), COMMENTARY, (ACI-318R-11), AND THE SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS (ACI 301).
2.ALL CONCRETE SHALL BE NORMAL WEIGHT AGGREGATE CONCRETE HAVING A MINIMUM COMPRESSIVE
STRENGTH AT 28 DAYS AS FOLLOWS:
A) SLAB ON GRADE 3,500 PSI
B) CONCRETE OTHERWISE NOTED 3,000 PSI
C) CONCRETE EXPOSED TO WEATHER SHALL BE AIR ENTRAINED.
STRUCTURAL STEEL NOTES:
1.STRUCTURAL STEEL SHALL COMPLY WITH THE FOURTEENTH EDITION OF THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC 360-10) “STEEL CONSTRUCTION MANUAL” – ALLOWABLE STRESS DESIGN.
2.STRUCTURAL STEEL SHALL BE NEW, CLEAN, AND STRAIGHT, AND CONFORM TO THE FOLLOWING:
A) RECTANGULAR AND SQUARE HSS SHAPES - ASTM A500, GRADE B
B) ANCHOR RODS - ASTM F1554, GRADE 36
C) HIGH STRENGTH BOLTS – ASTM A325
D) ALL OTHER STEEL SHAPES - ASTM A36, UNLESS OTHERWISE NOTED
3.SHOW ALL HOLES REQUIRED IN STRUCTURAL STEEL MEMBERS FOR PIPING ON THE SHOP DRAWINGS AND MAKE THEM IN THE SHOP. DO NOT CUT HOLES IN THE FIELD WITHOUT THE APPROVAL OF THE REGISTERED DESIGN
PROFESSIONAL OF RECORD.
4.WELDING SHALL COMPLY WITH THE "STRUCTURAL WELDING CODE - STEEL" (AWS D1.1). WELD ELECTRODES SHALL BE E70XX.UNLESS OTHERWISE NOTED, MINIMUM WELD SIZE SHALL BE 3/16" CONTINUOUS FILLET WELDS
5.REFER TO THE ARCHITECTURAL, CIVIL, MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS FOR ADDITIONAL
STEEL (IF ANY) NOT SHOWN ON THE STRUCTURAL DRAWINGS.
6.FOR PRIMING AND PAINTING OF EXTERIOR STEEL, REFER TO PAINTING SPECIFICATION.
DESIGN CRITERIA:
1.LOADS USED IN THE DESIGN OF THE NEW PORTION OF THE STRUCTURE ARE AS
FOLLOWS:
2.UNIFORM LIVE LOADS:
ROOF 20 PSF
3.ROOF SNOW LOADS:
GROUND SNOW LOAD Pg = 25 PSF SNOW EXPOSURE FACTOR Ce = 1.0
SNOW LOAD IMPORTANCE FACTOR I =1.0
THERMAL FACTOR Ct=1.0 UNIFORM ROOF DESIGN SNOW LOAD: Pf = 20 PSF
4.WIND LOADS:
RISK CATEGORY = II
ULTIMATE WIND SPEED = 115 MPH
NOMINAL WIND SPEED = 89 MPH
EXPOSURE CATEGORY (MAIN WINDFORCE-RESISTING SYSTEM): C
EXPOSURE CATEGORY (COMPONENTS AND CLADDING): C
INTERNAL PRESSURE COEFFICIENT: +/- 0.18 (ENCLOSED)
5.SEISMIC LOADS:
RISK CATEGORY II
IMPORTANCE FACTOR I = 1.0
Ss = .129 S1 = .053g
SOIL SITE CLASS D
Sds = 0.138 Sd1 = 0.085
SEISMIC DESIGN CATEGORY B
BASIC SEISMIC FORCE RESISTING SYSTEM: STRUCTURAL STEEL SYSTEMS NOT
SPECIFICALLY DETAILED FOR SEISMIC RESISTANCE
RESPONSE MODIFICATION FACTOR, R= 3.0
SEISMIC RESPONSE COEFFICIENT, Cs = 0.046
DESIGN BASE SHEAR: 0.046W
CAST IN PLACE CONCRETE NOTES CONT'D:
3.ALL REINFORCING SHALL BE AS FOLLOWS:
A) REINFORCING BARS - ASTM A-615, GRADE 60
4.UNLESS OTHERWISE NOTED, REINFORCING STEEL MARKED CONTINUOUS (CONT.) SHALL BE LAPPED 36x BAR
DIAMETER.
5.HOLD ALL REINFORCING STEEL SECURELY IN PLACE TO PREVENT DISLOCATION DURING THE POURING OPERATION. SUPPORT SLAB REINFORCING BARS ON HIGH CHAIRS AND BAR SPACERS OF SUITABLE DESIGN, OR CONCRETE BLOCKS HAVING THE SAME MINIMUM COMPRESSIVE STRENGTH OF THE CONCRETE SLAB.
6.DETAILING OF ALL CONCRETE STEEL REINFORCEMENT SHALL BE IN ACCORDANCE WITH THE MANUAL OF
STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES (ACI-315).
7.DO NOT PLACE CONCRETE UNTIL ALL EMBEDDED WORK HAS BEEN INSTALLED, TESTED AND INSPECTED.
8.EXCEPT AS OTHERWISE SHOWN MINIMUM PROTECTION (CONCRETE COVER) FOR REINFORCING STEEL SHALL BE
AS FOLLOWS:
CONCRETE SURFACES CAST AGAINST SOIL: 3"
CONCRETE SURFACES EXPOSED TO EARTH OR WEATHER:1-1/2"
LM
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PHONE: (757) 474-0612 FAX: (757) 474-0919
VIRGINIA BEACH, VIRGINIA, 23464
748 LORD DUNMORE DRIVE, SUITE 101
NRW
CONSULTING STRUCTURAL ENGINEERS
1 2 3 4 5 6
B
C
D
E
F
G
F4.5 3 (-3'-8")
'-0
12'-0" ±
16'-0" ± 20'-0" ± 18'-4" ± 17'-8" ± 24'-4" ±
4' -0
'-4
5' -8
'-0
'-4
'-0
2 7
10"
EXISTING 6"Ø
STEEL COLUMN
(TYP)
5' -0
A
OF
1909 CYPRESS AVENUE
VIRGINIA BEACH, VA 23451
(757) 417 - 0140
US Army Corps of Engineers Norfolk District
SHEET
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1/8" = 1'-0"
FOUNDATION PLAN
FOUNDATION PLAN NOTES:
1. DATUM FOR ELEVATIONS SHOWN ON PLAN IS EXISTING FINISHED
FLOOR = 0'-0"
2. BOTTOM OF ALL EXISTING FOOTINGS ARE AT (-3'-8"+/-) BELOW
DATUM.
3. BOTTOM OF NEW FOOTING IS INDICATED THUS: (-X'-X") INDICATING
DISTANCE BELOW DATUM.
FOUNDATION PLAN KEY NOTES:
SAWCUT & REMOVE EXISTING 5"± SLAB AT NEW PLUMBING,
REFER TO PLUMBING DRAWINGS FOR EXTENT OF SLAB
REMOVAL.
AT SLAB REMOVAL, PROVIDE 5" CONCRETE SLAB ON 15 MIL
VAPOR BARRIER AND 4" POROUS FILL. REINFORCE SLAB WITH #
3 @ 12" O.C. , EACH WAY LOCATED 1 " FROM TOP OF SLAB. FOR
NEW SLAB TO EXISTING SLAB-ON-GRADE JOINT DETAIL, REFER
TO SHEET S-301.
NEW HSS6x6x5/16 COLUMN & FOOTING, REFER TO NEW
SUPPORT DETAILS, SHEET S-301.
AT EXISTING BRICK CRACK, PROVIDE NEW BRICK EXPANSION
JOINT FROM TOP OF CONCRETE WALK TO TOP OF BRICK.
REMOVE BRICK, EACH SIDE OF JOINT AND TOOTH IN NEW BRICK
AND PROVIDE A 3/8" JOINT FILLED WITH PREMOLDED
COMPRESSIBLE FILLER AND SEALANT, REFER TO ARCH
DRAWING A-301 FOR DETAIL.
REMOVE EXISTING STEEL COLUMN TO 4" MINIMUM BELOW
FINISHED FLOOR. FOR SHORING REQUIREMENTS PRIOR TO
COLUMN REMOVAL, REFER TO ROOF SHEET S-102.
FOR HOUSEKEEPING SLAB, REFER TO PLUMBING DRAWINGS.
SAWCUT & REMOVE EXISTING 5"± SLAB AT NEW FOOTING.
REFER TO DETAILS ON SHEET S-301.
4'0 8' 16'
SCALE: 1/8"=1'-0"
GRAPHIC SCALE
LM
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PHONE: (757) 474-0612 FAX: (757) 474-0919
VIRGINIA BEACH, VIRGINIA, 23464
748 LORD DUNMORE DRIVE, SUITE 101
ROOF FRAMING PLAN NOTES:
1.ELEVATION OF TOP OF EXISTING BAR JOISTS IS (+12'-8")±.
2.EXISTING ROOF DECK CONSISTS OF 1 1/2" - 20 GAGE METAL DECK.
3.UNLESS OTHERWISE NOTED, SUPPORT NEW DECK OPENINGS MEASURED
GREATER THAN 12" WITH L4X4X1/4. COORDINATE OPENING SIZES, LOCATIONS,
AND DETAILS WITH ARCHITECTURAL, MECHANICAL, PLUMBING, AND ELECTRICAL
DWGS.
4.REINFORCE CONCENTRATED LOADS EXCEEDING 100 POUNDS APPLIED TO
EXISTING JOIST NOT AT PANEL POINT. SEE TYPICAL DETAIL ON S-301.
5.REFER TO TYPICAL ROOF MECHANICAL SUPPORT DETAIL ON SHEET S-301 FOR
ANY UNITS DIRECTLY SUPPORTED ON ROOF.
ROOF FRAMING KEY NOTES:
REMOVE EXISTING COLUMN AND CAP PLATE. SHORE ROOF EXISTING FRAMING
PRIOR TO REMOVING COLUMN. SHORE WIDE FLANGE BEAMS, EACH SIDE OF
COLUMN AND JOISTS FRAMING INTO COLUMN AT FIRST BOTTOM CHORD PANEL
POINT.
NEW HSS6X6X5/16 AND FOOTING TO SUPPORT W18. REFER TO NEW SUPPORT
DETAILS ON S-301.
AT EXISTING BRICK CRACK, PROVIDE NEW BRICK EXPANSION JOINT FROM TOP OF
CONCRETE WALK TO TOP OF BRICK. REMOVE BRICK, EACH SIDE OF JOINT AND
TOOTH IN NEW BRICK AND PROVIDE A 3/8" JOINT FILLED WITH PREMOLDED
COMPRESSIBLE FILLER AND SEALANT, REFER TO ARCH DRAWING S-301 FOR
DETAIL.
TRANSFORMER 750#, HANG FROM NEW FRAMING ATTACHED TO EXISTING ROOF
FRAMING. REFER TO TRANSFORMER SUPPORT DETAIL ON S-301 AND
ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION.
ADD (2) W8X21 BEAMS TO EXISTING W-BEAM ROOF TOP MECHANICAL UNIT
SUPPORTS. VERIFY EXACT LOCATIONS WITH MECHANICAL UNIT REQUIREMENTS
AND EXISTING FIELD CONDITIONS. REFER TO MECHANICAL UNIT SUPPORT
CONNECTION DETAIL ON SHEET S-301.
NEW ROOFTOP UNIT. PROVIDE ANGLES AROUND UNIT EDGES AND NEW DECK
OPENINGS, REFER TO ROOF FRAMING NOTES 3 & 5.
CLEAN EXISTING STEEL AND REMOVE LOOSE RUST, SCALE AND PAINT. REPAINT
STEEL PER SPECIFICATIONS.
1 2 3 4 5 6
A
B
C
D
E
F
G
4'-3 1/2" ± 16'-0" ± 20'-0" ± 18'-4" ± 17'-8" ± 24'-4" ± 4'-3 1/2" ±
62'-11" ± 9'-1" ± 32'-11" ±
4' -3
/2
'-0
'-4
'-0
5' -8
'-4
4' -0
4' -3
/2
'-0
'-1
1"
EXIST.
W21X44
EXIST.
W21X44
EXIST.
W12X22
EXIST.
W12X22
E X
IS
T
W
X
E
X
IS
T
W
X
EXIST.
W21X44
EXIST.
W14X30
EXIST.
W12X22
EXIST.
W14X30
E X
IS
T
W
X
E
X
IS
T
W
X
EXIST.
W14X30
EXIST.
W14X30
E X
IS
T
W
X
E X
IS
T
W
X
EXIST.
W12X22
EXIST.
HSS12X3X1/4
EXIST.
HSS12X3X1/4
E X
IS
T
W
X
EXIST.
W14X30
EXIST.
W12X22
E X
IS
T
W
X
E X
IS
T
W
X
EXIST.
W14X30
E X
IS
T
W
X
E X
IS
T
W
X
E X
IS
T
W
X
E X
IS
T
W
X
E X
IS
T
W
X
E X
IS
T
. 1 8H
JO
IS
T
S
E X
IS
T
. 1 2H
JO
IS
T
S
EXIST.
W12X22
E X
IS
T
. 1 2H
JO
IS
T
S
EXIST.
W12X22
E X
IS
T
. 1 6H
JO
IS
T
S
E X
IS
T
W
X
EXIST. C12X20.7
EXIST. W12X22
EXIST. 12H4
EXIST. 12H4
EXIST. C12X20.7
EXIST. 12H4
EXIST. 12H4
EXIST.
EXIST. W14x22
W12X16
EXIST.
W14X22
EXIST.
W12X16
EXIST. W14x22
EXIST.
W12X16
EXIST. W8X10
EXIST.
W8X10
EXIST. W8X10
EXIST.
W8X10
EXIST.
W8x10
EXIST.
HSS12X3X1/4
EXIST. HSS12X3X1/4
EXIST.
W8X40
EXIST.
W8X40
EXIST.
W8X40
EXIST. W8X40
EXIST.
W21X44
EXIST.
W12X16
EXIST. W12x22
EXIST. C12X20.7
EXIST.
C12X20.7
RTU-1
1,000#
RTU-2
1,000#
RTU-3
1,000#
EXIS
T. 6
"Ø C
OLU
MN
EXIST.
W12X16
(T
YPIC
AL U
.O
.N
EXIST. W-BEAM @ ROOFTOP FRAME
(ABOVE EXIST. ROOF)
5' -0
EXIST. ROOF
HATCH
A
OF
1909 CYPRESS AVENUE
VIRGINIA BEACH, VA 23451
(757) 417 - 0140
US Army Corps of Engineers Norfolk District
SHEET
N O
R F
O
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1/8" = 1'-0"
ROOF FRAMING PLAN
4'0 8' 16'
SCALE: 1/8"=1'-0"
GRAPHIC SCALE
LM
M
PHONE: (757) 474-0612 FAX: (757) 474-0919
VIRGINIA BEACH, VIRGINIA, 23464
748 LORD DUNMORE DRIVE, SUITE 101
TYPICAL ADDED REINF. @ CONCENTRATED
LOADS BETWEEN PANEL POINTS
L-2x2x1/4
EXIST JOIST, REFER
TO PLAN
NOT TO SCALE
LOAD
LOAD
1/8
TYP. EACH
END
PLACE HANGER ROD ON JOIST CENTERLINE
BETWEEN BOTTOM CHORD ANGLES. "C"
CLAMP CONNECTIONS ARE NOT PERMITTED.
DETAIL APPLIES FOR LOADS GREATER
THAN 100# AND OCCURS MORE THAN 6"
FROM JOIST PANEL POINT
TYPICAL ROOF MECHANICAL UNIT
SUPPORT DETAIL
1/4" TAB PLATE (TYP.)
EXIST. JOIST,
REFER TO PLAN
L-4x4x1/4" FRAME AT CURB
AND MECH. OPENINGS
EXIST. DECK (TYP.)
MECH. UNIT AND CURB,
REFER TO MECH. DWGS.
C6 OVER DECK RIBS
WELDED TO L4x4 THRU
DECK
NOT TO SCALE
WHERE CONCENTRATED LOAD IS NOT AT
PANEL POINT, REINFORCE EXIST. JOIST -
REFER TO TYPICAL ADDED REINF. @
CONCENTRATED LOADS BETWEEN PANEL
POINTS THIS SHEET
3/16
NEW TO EXISTING SLAB-ON-GRADE DETAIL
NOT TO SCALE
8" 8"
5"
5" SLAB-ON-GRADE REINFORCED #3 @ 12"
O.C., EACH WAY PLACED 1" CLEAR FROM
TOP OF SLAB, OVER 15 MIL VAPOR
RETARDER AND 4" OF POROUS FILL
DRILL AND EPOXY DOWELS
INTO SLAB WITH HILTI HIT
HY200 OR EQUAL
JOINT SEALANT
EXISTING SLAB
POUR NEW SLAB WHERE EXISTING COLUMN IS
BEING REMOVED, AT NEW COLUMN FOOTING
LOCATION & AT PLUMBING REVISIONS.
1/2"Ø X 1'-4" LONG SMOOTH
DOWELS @ 8" O.C., GREASE
EXPOSED END.
NEW SUPPORT DETAILS
NOT TO SCALE
3/16
FOOTING
4' - 6" SQ.
2" (TYP.)
PLATE 3/4"X14X14
(4) 3/4"Ø HEADED ANCHORS
WITH 9" EMBEDMENT
(4) #5 BOTTOM,
EACH WAY
3" CLR (TYP.)
BOTTOM OF FTG.
ELEV. = (-3'-8')
BELOW FINISHED
FLOOR
COLUMN SUPPORT DETAIL
2" (TYP.)2" (TYP.)
3/16
(4) 3/4"Ø BOLTS (GAGE = 3")
EXIST. BEAM - REFER
TO PLAN
NEW COLUMN - REFER TO PLAN
1/4" STIFFENER PLATE
EACH SIDE
3/16
CONNECTION OF W12 TO W18
1 1/2" ±
6" ±
3"
3"
1"
2"
1/4
TYP.
3/16"
EXIST. BEAM (TYP.) -
REFER TO PLAN
PLATE 3/8X8"X17"±
EACH SIDE. FIELD
VERIFY HEIGHT AND
WIDTH AND ADJUST
HEIGHT TO FIT HSS6
EXIST. ROOF DECK
EXIST. JOIST (TYP.)
(3) 3/4"Ø BOLTS
MATCH HOLES TO
EXISTING BOLT HOLES
AND ADD STEEL
SHIMS BETWEEN 3/8"
PLATE AND W12
1 5/16" OVERSIZED HOLES WITH
1/4"X2"Ø PLATE WASHER
1" NON-SHRINK GROUT
PAINT STEEL BELOW FINISHED
FLOOR WITH (2) COATS OF
BLACK ASPHALTUM
NEW SLAB OVER 15 MIL. VAPOR
RETARDER AND 4" POROUS FILL.
REFER TO NEW TO EXISTING
SLAB-ON-GRADE DETAIL ON
THIS SHEET
DRILL BOTTOM
FLANGE OF EXIST.
BEAM FOR NEW BOLTS
MECHANICAL UNIT SUPPORT
CONNECTION DETAIL
NOT TO SCALE
3"
1 1/2"
1/4
NEW BEAM -
REFER TO PLAN
EXIST. MECHANICAL
UNIT SUPPORT BEAM
PLATE 3/8"X3"X6" W/
(2) 3/4"Ø HIGH
STRENGTH BOLTS
IN AREA OF CONNECTION,
CLEAN EXISTING STEEL OF
LOOSE RUST, SCALE, AND
PAINT TO EXPOSE BEAR STEEL
1/2"Ø THRU BOLT EXIST.
JOIST TO NEW HSS AT
SAME LOCATION AS
CONNECTION TO
REMOVED CAP PLATE
HSS6X2X5/16 (LSH) -
LENGTH TO MATCH
EXISTING COLUMN CAP
PLATE (REMOVED)
TRANSFORMER SUPPORT DETAIL
EXIST. BEAM,
REFER TO PLAN
C4x4.5 COORDINATE
LOCATION WITH
TRANSFORMER
REQUIREMENTS AND
ELECTRICAL DWGS.
NOT TO SCALE
EXISTING ROOF DECK
1/4" TAB PLATE (TYP.)
3/16
A
OF
1909 CYPRESS AVENUE
VIRGINIA BEACH, VA 23451
(757) 417 - 0140
US Army Corps of Engineers Norfolk District
SHEET
N O
R F
O
LK
D
IS
T R
IC
T
C O
R P
S O
F E
N G
IN
E
E R
S N
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PHONE: (757) 474-0612 FAX: (757) 474-0919
VIRGINIA BEACH, VIRGINIA, 23464
748 LORD DUNMORE DRIVE, SUITE 101
UP
A C P
D A C T
P
P
P P
A
B
C
D
E
F
G
2 3 4 5 6
3'-4" ± 32'-0" ± 4'-0" ± 20'-0" ± 16'-0" ± 26'-0" ±
'-0
4' -0
'-0
'-1
0"
12'-1" ± 3'-0" ± 10'-0" ± 3'-0" ± 12'-0" ± 16'-0" ± 8'-0" ± 10'-1" ± 7'-11" ±
19'-3" ± 82'-1" ±
'-1
0"
98'-0" ±
5'-11" ± 3'-2" ± 7'-11" ± 3'-2" ± 5'-11" ±
1' -4
'-4
1' -4
'-0
8' -4
'-0
4' -0
'-0
4' -0
'-0
'-0
3' -1
0"
2'-6"
1' -6
2' -0
1' -6
2' -0
2'-6" ±
'-9
2'-6" ±
'-0
12'-0"
OPEN OFFICE
TOILET
OFFICEOFFICE
LOBBYRECORDSMULTI-PURPOSE
ROOM
BREAK ROOM
OPEN OFFICE
UTILITY ROOM
WOMEN MEN
OFFICE WAITING OFFICE
VESTIBULE
CL.
TYP.
151515
TYP.
TYP.
TYP.
TYP.
16 1 16
A. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD.
B. ALL EXISTING MATERIALS TO REMAIN WHICH ARE DAMAGED OR
OTHERWISE DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE
PATCHED AND REPAIRED TO MATCH EXISTING ADJACENT MATERIALS SO
THAT REPAIR IS IMPERCEPTIBLE.
C. ON ALL ARCHITECTURAL SHEETS, ALL MATERIALS NOTED ARE NEW
UNLESS SPECIFICALLY NOTED AS EXISTING. ALL MATERIALS NOTED AS
EXISTING SHALL REMAIN UNLESS SPECIFICALLY NOTED TO BE
REMOVED. SEE DEMOLITION AND NEW WORK NOTES FOR SPECIFIC
NOTES.
D. SEE SHEET A-601 FOR DOOR SCHEDULE
E. SEE SHEET A-701 FOR FINISH SCHEDULE
GENERAL NOTES
A
OF
1909 CYPRESS AVENUE
VIRGINIA BEACH, VA 23451
(757) 417 - 0140
US Army Corps of Engineers Norfolk District
SHEET
N O
R F
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LK
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P lo t s ca le
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1/8" = 1'-0"
FIRST FLOOR PLAN - DEMOLITION
SHEET KEYNOTES
1 REMOVE EXISTING CARPET. CLEAN SUBSURFACE TO RECEIVE NEW
FINISH
2 REMOVE EXISTING TILE FLOORING. CLEAN SUBSURFACE TO
RECEIVE NEW FINISH
3 REMOVE EXISTING DOOR, DOOR FRAME, HARDWARE AND
ACCESSORIES
4 REMOVE EXISTING GYPSUM WALLBOARD PARTITION, FULL HEIGHT.
CLEAN EXISTING FLOOR SLAB TO RECEIVE NEW FINISH
5 REMOVE EXISTING DOOR, HARDWARE AND ACCESSORIES.
EXISTING FRAME SHALL REMAIN
6 REMOVE EXISTING CASEWORK, ASSOCIATED PLUMBING AND
ACCESSORIES
7 REMOVE EXISTING TOILET FIXTURES, ACCESSORIES AND
PARTITIONS. COORDINATE WITH PLUMBING DRAWINGS
8 REMOVE EXISTING STEEL COLUMN. COORDINATE WITH
STRUCTURAL DRAWINGS
9 REMOVE EXISTING WINDOW BLINDS
10 REMOVE EXISTING UTILITY SINK. CLEAN AREA OF REMOVAL TO
RECEIVE NEW FINISH
11 REMOVE EXISTING VINYL TILE FLOORING. CLEAN SURFACE TO
RECEIVE NEW FINISH
12 REMOVE ABANDONED EQUIPMENT/SYSTEMS. CLEAN AREA OF
REMOVAL TO RECEIVE NEW FINISH
13 REMOVE EXISTING SKYLIGHT ABOVE, CURBS SHALL REMAIN
14 REMOVE EXTERIOR MASONRY AS REQUIRED TO FACILITATE NEW
CONTROL JOINTS AND MASONRY INFILL, AS REQUIRED.
COORDINATE WITH STRUCTURAL DRAWINGS
15 REMOVE EXISTING MODULAR CASEWORK/SHELVING UNITS
16 REMOVE EXISTING SUSPENDED ACOUSTIC PANEL SYSTEM AND
GRID
17 REMOVE EXISTING GWB CEILING AND…
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