S06 - Updated Drawings - 0003.pdf
PDF 10 MB Posted
- Solicitation number
- 36C25224B0016
About this file
This document appears to be a set of updated drawings for a federal contract opportunity related to renovating Inpatient Ward 7B at a Department of Veterans Affairs (VA) facility. The contract opportunity, identified as Solicitation Number 36C25224B0016, is being issued by the VA's Veterans Integrated Service Network 12 to renovate the inpatient ward. The contract is for project 607-22-101 and is designated as VA-25-00007172. The drawings provided in this file likely contain design and construction details required for the renovation project.
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Other files
| File | Type | Posted |
|---|---|---|
| 36C25224B0016 0003.docx | DOCX document | |
| S06 - Updated Spec Sections - 0003.pdf | ||
| S06 - Drawing AC020204 - 0003.pdf | ||
| 36C25224B0016 0002.docx | DOCX document | |
| S06 - SF1442 Page 1 - Revised.pdf | ||
| S06 - Wage Determination Revised.pdf | ||
| 36C25224B0016 0001.docx | DOCX document | |
| S04 - Pre-Bid Attendance List.pdf | ||
| 36C25224B0016.docx | DOCX document | |
| S02 - Specs Vol 2 of 3.pdf | ||
| S02 - Specs Vol 1 of 3.pdf | ||
| S02 - Drawings Vol 2 of 4.pdf | ||
| S02 - Drawings Vol 1 of 4.pdf | ||
| S02 - Specs Vol 3 of 3.pdf | ||
| S02 - Drawings Vol 3 of 4.pdf | ||
| S02 - Drawings Vol 4 of 4.pdf |
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Text version
VICINITY MAP
PROJECT LOCATION
SYMBOLS & ANNOTATION LEGEND:
TYPICAL DIMENSION LINE
BREAK LINE
DETAIL INDICATORXX
X-XXX
DETAIL INDICATORXX
X-XXX
XX WALL SECTION INDICATOR
X
X-XXX XX X-XXX EXTERIOR ELEVATION INDICATOR
ELEVATION / LEVEL INDICATOR
CENTER LINE
INTERIOR ELEVATION INDICATORX-XXX
XX
X-XXX
XX
XX
XX
XX
NORTH ARROW(S)
CG
CORNER GUARD
FEC FIRE EXTINGUISHER CABINET
X.X KEYNOTE
X NEW GRID LINE
XXX
ROOM
XXX FINISH INDICATOR
XXX
XX
DRAWING TITLE
X"=X'-X"
XX
TRUE
NORTH
PLAN
NORTH
XX
X-XXX
BUILDING SECTION INDICATOR
XX
X-XXX
DETAIL INDICATOR
X-XXX
NORTH
EXISTING GRID LINEX
XX / XXX
SPOT ELEVATION INDICATOR
LEVEL TITLE
TYPICAL DRAWING BLOCK TITLE
DRAWING REFERENCE
X'-X"
ELEVATION / LEVEL INDICATOR
LEVEL TITLE
X'-X"
X' X"
D R
A W
IN
G
R E
F E
R E
N C
E S
P
D F
L
IN
K S
SPOT COORDINATE INDICATOR
X'-X"
CR
X'-X" / X'-X"
SLOPE INDICATOR
X
XX
XX
REVISION / ISSUE INDICATOR
CARD READER
ROOF TYPE INDICATOR
WINDOW / STOREFRONT TYPE INDICATOR
PARTITION TYPE
DOOR / OPENING INDICATOR
(BORROWED LIGHT INCLUDED)
ROOM INDICATOR
EQUIPMENT INDICATOR
TYPE X
X'-X" A.F.F.
CEILING TYPE INDICATOR
XXX
A R
C H
IN
T M
A T
E R
IA
L
L E
G E
N D
BATT INSULATION
WOOD ROUGH (CONTINUOUS)
WOOD ROUGH (SPACED)
EXISTING CONSTRUCTION
TO BE REMOVED
NEW CONSTRUCTION
EARTH
EARTH (UNDISTURBED)
GYPSUM BOARD
CONCRETE
RIGID INSULATION
PLYWOOD
GRANULAR FILL
ASPHALT
ALUMINUM
STEEL
WOOD
BRICK
BLOCK
STONE
FIREPROOFING
LOOSE INSULATION
SAND
EXISTING CONSTRUCTION
TO REMAIN
SPRAY INSULATION
VINYL
EPOXY
ABBREVIATIONS
SYMBOLS
# POUND OR NUMBER
& AND
< ANGLE
<< DOUBLE ANGLE
@ AT
d PENNEY
Ø ROUND OR DIAMETER
A
A/E ARCHITECT/ENGINEER
AB ANCHOR BOLT
ABV ABOVE
AC ASPHALTIC CONCRETE/AIR CONDITIONER
ACC ACCESSIBLE
ACM ALUMINUM COMPOSITE MATERIAL
ACOUS ACOUSTICAL
ACT ACOUSTICAL CEILING TILE
AD AREA DRAIN
ADA AMERICANS WITH DISABILITIES ACT
ADD ADDENDUM
ADH ADHESIVE
ADJ ADJUSTABLE, ADJACENT, ADJOINING
AFF ABOVE FINISHED FLOOR
AFG ABOVE FINISHED GRADE
AHJ AUTHORITY HAVING JURISDICTION
ALT ALTERNATIVE
ALUM ALUMINUM
ANSI AMERICAN NATIONAL STANDARDS INSTITUTE
APC ACOUSTICAL PANEL CEILING
APPROX APPROXIMATE
ARCH ARCHITECT (URAL)
ASI ARCHITECT'S SUPPLEMENTAL INSTRUCTIONS
B
BD BOARD
BEV BEVELED
BFF BELOW FINISH FLOOR
BL BRICK LEDGE
BLDG BUILDING
BLKG BLOCK (ING)
BM BEAM
BO BOTTOM OF
BOC BOTTOM OF CONCRETE
BOF BOTTOM OF FOOTING
BOT BOTTOM
BRG BEARING
BRK BRICK
BRKT BRACKET
BSMT BASEMENT
BTWN BETWEEN
BUR BUILT UP ROOFING
C
C CHANNEL/CELSIUS
CAB CABINET
CB CERAMIC BASE
CCW COUNTER CLOCKWISE
CD CONSTRUCTION DOCUMENTS
ABBREVIATIONS
CEM CEMENT
CF CUBIC FEET OR FOOT
CG CORNER GUARD
CH CHANNEL
CIPC CAST-IN-PLACE CONCRETE
CJ CONTROL/CONSTRUCTION JOINT
CL CENTER LINE
CLKG CAULKING
CLR CLEAR, CLEARANCE
CMU CONCRETE MASONRY UNIT
CO CHANGE ORDER/CLEANOUT
COL COLUMN
COMB COMBINATION
COMP COMPOSITE/COMPOSITION
CONC CONCRETE
CONN CONNECT (ION)
CONST CONSTRUCTION
CONT CONTINUOUS, CONTINUE
CONTR CONTRACT (OR)
COORD COORDINATE
CORR CORRUGATED/CORRIDOR
CPPT CARPET TILE
CPT CARPET
CSMT CASEMENT
CT CERAMIC TILE
CTB CARPET TILE BASE
CTR CENTER
D
D DEPTH
DBL DOUBLE
DEMO DEMOLITION, DEMOLISH
DEPT DEPARTMENT
DET DETAIL
DF DRINKING FOUNTAIN
DIA DIAMETER
DIAG DIAGONAL
DIM DIMENSION
DISP DISPENSER
DN DOWN
DR DOOR
DS DOWNSPOUT
DW DISHWASHER
DWG DRAWING (S)
DWR DRAWER
DWTR DUMBWAITER
E
(E) EXISTING
E EAST
EA EACH
EF EACH FACE
EJ EXPANSION JOINT
EL ELEVATION
ELEC ELECTRICAL
ELVR ELEVATOR
EMER EMERGENCY
ENGR ENGINEER
ENL ENLARGED
ABBREVIATIONS
EOP EDGE OF PAVEMENT
EPDM ETHYLENE PROPYLENE DIENE TERPOLYMER
MEMBRANE
EPS EXPANDED POLYSTYRENE BOARD
EPT EPOXY PAINT
EQ EQUAL
EQUIP EQUIPMENT
ES EACH SIDE
EST ESTIMATE
ETC ETCETERA
ETR EXISTING TO REMAIN
EW EACH WAY
EWC ELECTRIC WATER COOLER
EXC EXCAVATE/EXCAVATION
EXH EXHAUST
EXIST EXISTING
EXP EXPANSION/EXPOSED
EXT EXTERIOR
F
FA FIRE ALARM
FAB FABRICATE/FABRICATION
FD FLOOR DRAIN
FDC FIRE DEPARTMENT CONNECTION
FDTN FOUNDATION
FE FIRE EXTINGUISHER
FEC FIRE EXTINGUISHER CABINET
FF FINISHED FLOOR
FFE FINISHED FLOOR ELEVATION
FIN FINISH (ED)
FLR FLOOR (ING)
FLUOR FLUORESCENT
FO FACE OF
FOC FACE OF CONCRETE
FOF FACE OF FINISH
FOM FACE OF MASONRY
FOS FACE OF STUD
FR FIRE RESISTANT/FRAME
FRP FIBERGLASS REINFORCED PANEL
FS FLOOR SINK
FT FOOR, FEET/FIRE TREATED
FTG FOOTING
FURN FURNISH
FUT FUTURE
G
GA GAGE, GAUGE
GALV GALVANIZED
GB GRAB BAR
GC GENERAL CONTRACTOR
GI GALVANIZED IRON
GL GLASS
GLU LAM GLUE LAMINATED (BEAM)
GWB GYPSUM WALL BOARD
GYP BD GYPSUM
H
HB HOSE BIB
HC HANDICAP / HOLLOW CORE
ABBREVIATIONS
HD HEAVY DUTY
HDBD HARDBOARD
HDR HEADER
HM HOLLOW METAL
HORZ HORIZONTAL
HR HOUR
HT HEIGHT
HVAC HEATING, VENTILATION, AIRCONDITIONING
I
IBC INTERNATIONAL BUILDING CODE
ICC INTERNATIONAL CODE COUNCIL
ID INSIDE DIAMETER/DIMENSION
IFC INTERNATIONAL FIRE CODE
IN INCH (ES)
INCL INCLUDE (D), INCLUDING
INFO INFORMATION
INSP INSPECTION
INSTR INSTRUCTION (S)
INSUL INSULATE (D), INSULATION
INT INTERIOR
J
JAN JANITOR
JST JOIST
JT JOINT
K
KCJ KEYED CONSTRUCTION JOINT
KO KNOCK OUT
L
L LENGHT / ANGLE
LAB LABORATORY
LAM LAMINATE (D)
LAV LAVATORY
LB POUND
LF LINEAR FEET
LH LEFT HAND
LKR LOCKER
LOC LOCATION
LONG LONGITUDINAL
LT LIGHT
LVR LOUVER
LVT LUXURY VINYL TILE
M
MAS MASONRY
MATL MATERIAL
MAX MAXIMUM
MC MEDICINE CABINET
MECH MECHANICAL
MEMB MEMBRANE
MEZZ MEZZANINE
MFR MANUFACTURE (R)
MIN MINIMUM
MISC MISCELLANEOUS
MNTG MOUNTING
MO MASONRY OPENING
ABBREVIATIONS
MR MIRROR
MTL METAL
N
(N) NEW
N NORTH
NA NOT APPLICABLE
NIC NOT IN CONTRACT
NO NUMBER
NOM NOMINAL
NTS NOT TO SCALE
O
OC ON CENTER
OD OUTSIDE DIAMETER
OFCI OWNER FURNISHED / CONTRACTOR
INSTALLED
OFOI OWNER FURNISHED / OWNER INSTALLED
OH OVERHEAD
OPG OPENING
OPP OPPOSITE
ORD OVERFLOW ROOF DRAIN
ORIG ORIGINAL
OZ OUNCE
P
PAR PARALLEL
PCF POUNDS PER CUBIC FOOT
PED PEDISTAL
PERF PERFORATED
PERP PERPENDICULAR
PL PLATE
PLAM PLASTIC LAMINATE
PLMG PLUMBING
PLYWD PLYWOOD
PNL PANEL
PR PAIR / PROPOSAL REQUEST
PRCST PRECAST
PREFAB PREFABRICATE
PSF POUNDS PER SQUARE FOOT
PSI POUNDS PER SQUARE INCH
PT PAINT / PRESSURE TREATED
PTD PAPER TOWEL DISPENSER
PTN PARTITION
PTR PAPER TOWEL RECEPTICAL
PVC POLYVINYL CHOLORIDE
Q
QT QUARRY TILE
R
R RADIUS / RISER
RB RUBBER BASE
RBR RUBBER
RCP REFLECTED CEILING PLAN
RD ROOF DRAIN
REBAR REINFORCING BAR
REC RECESSED
REF REFERENCE / REFRIGERATOR
ABBREVIATIONS
REINF REINFORC (D), (ING), (MENT)
REQ REQUIRE
REQD REQUIRED
RES RESILIENT FLOORING
RET RETURN
REV REVISION (S), REVISED
RFG ROOFING
RFI REQUEST FOR INFORMATION
RFP REQUEST FOR PROPOSAL
RH RIGHT HAND
RL RIDGE LINE
RM ROOM
RO ROUGH OPENING
ROW RIGHT OF WAY
RVS REVERSE (SIDE)
RWL RAIN WATER LEADER
S
S SOUTH
SB SPLASH BACK
SC SOLID CORE
SCHED SCHEDULE
SCR SHOWER CURTAIN ROD
SCT SECTION
SD SOAP DISPENSER
SF SQUARE FOOT
SHT SHEET
SHTHG SHEATHING
SIM SIMILAR
SLDG SLIDING
SLNT SEALANT
SND SANITARY NAPKIN DISPENSER
SNX SANIARY NAPKIN DISPOSAL
SOG SLAB ON GRADE
SPEC SPECIFICATION (S)
SQ SQUARE
SSM SOLID SURFACE MATERIAL
SST STAINLESS STEEL
ST STREET
STC SOUND TRANSMISSION CLASS
STD STANDARD
STL STEEL
STOR STORAGE
STRUCT STRUCTURAL
SUSP SUSPENDED
SV SHEET VINYL
SW SHEARWALL
SYM SYMMETRICAL
T
T TREAD
T&B TOP & BOTTOM
T&G TOUNGE AND GROOVE
TB TOWEL BAR
TBD TO BE DETERMINED
TEMP TEMPORARY / TEMPERED
TER TERRAZZO
TFE TOP FOOTING ELEVATION
THD THREAD (ED) (S)
ABBREVIATIONS
THK THICKNESS
THRU THROUGH
TKBD TACKBOARD
TL TILE
TO TOP OF
TOB TOP OF BEAM
TOC TOP O F CONCRETE/CURB
TOD TOP OF DECK
TOF TOP OF FOOTING (FOUNDATION)
TOJ TOP OF JOIST
TOM TOP OF MASONRY
TOP TOP OF PIER
TOS TOP OF SLAB/STEEL
TOW TOP OF WALL
TPD TOILET PAPER DISPENSER
TPO THERMOPLASTIC POLYOLEFIN
TPTN TOILET PARTITION
TRANS TRANSVERSE
TS TUBE STEEL
TYP TYPICAL
U
UG UNDERGROUND
UH UNIT HEATER
UNFIN UNFINISHED
UNO UNLESS NOTED OTHERWISE
UON UNLESS OTHERWISE NOTED
UTIL UTILITY
V
V SHEAR
VAR VARIES
VB VAPOR BARRIER
VCT VINYL COMPOSITION TILE
VERT VERTICAL
VEST VESTIBULE
VIF VERIFY IN FIELD
VR VAPOR RETARDER
VWC VINYL WALL COVERING
W
W WEST/WIDTH
W/ WITH
W//O WITHOUT
WA WEDGE ACHOR
WB WOOD BASE
WC WATER CLOSET
WD WOOD/WOODWORK
WDW WINDOW
WF (W) WIDE FLANGE
WG WALL GUARD
WH WATER HEATER
WI WROUGHT IRON
WL WIND LOAD
WP WATERPROOF (ING)
WR WATER RESISTANT
WSCT WAINSCOT
WT WEIGHT / WINDOW TREATMENT
WWF WELDED WIRE FABRIC
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
Phase
ARCHITECT OF RECORD
A/E:
STAMPCONSULTANTS
o n e e ig h th in c h o n e f o o t o n e q u a rt e r in c h o n e f o o t th re e e ig h th s in c h o n e f o o t o n e h a lf in c h o n e f o o t th re e q u a rt e rs in c h o n e f o o t o n e in c h o n e f o o t o n e a n d o n e h a lf in c h e s o n e f o o t th re e in c h e s o n e f o o t
MECHANICAL / ELECTRICAL / PLUMBING: STRUCTURAL:HEALTHCARE ARCHITECT:
1 2 3 4 5 6
A
B
C
D
1 2 3 4 5 6
A
B
C
D
2550 UNIVERSITY AVE. W. SUITE 423-S
ST. PAUL, MN 55114
651.251.7570
50 SOUTH 6TH ST UNIT 1100
MINNEAPOLIS, MN 55402
612.465.7550
380 ST. PETER ST. UNIT 600
ST. PAUL, MN 55102
651.222.3701
C
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GI000
COVER SHEET
Stone Group Architects
600 E 7th Street
Sioux Falls, SD 57103
605-271-1144
RENOVATE INPATIENT WARD - 7B
2500 OVERLOOK TERRACE, MADISON, WI 53705
05/17/2024 JHK / IEP TDL
100% CONSTRUCTION
DOCUMENTS
SGA #231919
VA #607-22-101
RENOVATE INPATIENT WARD - 7B
WM. S. MIDDLETON VA HOSPITAL
DEPT OF VETERANS AFFAIRS
2500 OVERLOOK TERRACE
MADISON, WI 53705
100% CONSTRUCTION DOCUMENTS
VA PROJECT # 607-22-101
SHEET INDEX
01 - GENERAL
GI000 COVER SHEET
GI101 ACCESSIBILITY DETAILS
GI102 ACCESSIBILITY DETAILS
GI103 LIFE SAFETY CODE REVIEW
GI104 LIFE SAFETY PLANS
GI110 PHASING PLANS
HA100 7TH LEVEL HAZARDOUS MATERIAL PLAN
04 - STRUCTURAL
SE000 STRUCTURAL COVER SHEET
SE001 GENERAL STRUCTURAL NOTES
SE002 TYPICAL DETAILS - STEEL & SCHEDULES
SE107 8TH FLOOR FRAMING
SE108 PENTHOUSE FLOOR FRAMING
SE109 PENTHOUSE ROOF FRAMING PLAN
SE110 FRAMING DETAILS
SE111 FRAMING DETAILS
SE112 FRAMING ELEVATIONS
05 - ARCHITECTURAL DEMOLITION
AD101 6TH LEVEL DEMOLITION RCP - ABOVE CEILING
AD102 7TH LEVEL DEMOLITION PLAN
AD103 7TH LEVEL DEMOLITION PLAN - FLOOR PENETRATIONS
AD104 8TH LEVEL & PENTHOUSE DEMOLITION PLAN
AD110 7TH LEVEL DEMOLITION RCP
AD111 8TH LEVEL DEMOLITION RCP & ABOVE CEILING
AD120 ROOF DEMOLITION PLAN
06 - ARCHITECTURAL
AE101 7TH LEVEL FLOOR PLAN - OVERALL
AE102 7TH LEVEL FLOOR PLAN - AREA A
AE103 7TH LEVEL FLOOR PLAN - AREA B
AE104 7TH LEVEL DIMENSION PLAN - AREA A
AE105 7TH LEVEL DIMENSION PLAN - AREA B
AE106 8TH LEVEL & PENTHOUSE FLOOR PLAN
AE110 7TH LEVEL REFLECTED CEILING PLAN - AREA A
AE111 7TH LEVEL REFLECTED CEILING PLAN - AREA B
AE120 ROOF PLAN
AE201 EXTERIOR ELEVATIONS
AE301 BUILDING SECTIONS
AE310 WALL SECTIONS
AE311 WALL SECTIONS
AE501 DETAILS
AE502 DETAILS
AE503 DETAILS
AE601 SCHEDULES
SHEET INDEX
07 - INTERIORS
AI101 FINISH SCHEDULE
AI102 7TH LEVEL FINISH PLAN - AREA A
AI103 7TH LEVEL FINISH PLAN - AREA B
AI201 EQUIPMENT SCHEDULE
AI202 7TH LEVEL EQUIPMENT PLAN - AREA A
AI203 7TH LEVEL EQUIPMENT PLAN - AREA B
AI301 7TH LEVEL WALL PROTECTION PLAN - AREA A
AI302 7TH LEVEL WALL PROTECTION PLAN - AREA B
AI401 INTERIOR ELEVATIONS
AI402 INTERIOR ELEVATIONS
AI403 INTERIOR ELEVATIONS
AI404 INTERIOR ELEVATIONS
AI405 INTERIOR ELEVATIONS
AI406 INTERIOR ELEVATIONS
AI407 INTERIOR ELEVATIONS
AI501 MILLWORK SECTION DETAILS
AI502 MILLWORK SECTION DETAILS
AI601 SIGNAGE SCHEDULE & DETAILS
AI602 7TH LEVEL SIGNAGE PLAN - AREA A
AI603 7TH LEVEL SIGNAGE PLAN - AREA B
08 - MECHANICAL
M000 MECHANICAL TITLE SHEET
FPD170 LEVEL 7 - DEMOLITION FIRE PROTECTION PLAN
FP170 LEVEL 7 - FIRE PROTECTION PLAN
FP190 PENTHOUSE - FIRE PROTECTION PLAN
PPD160 LEVEL 6 - DEMOLITION PLUMBING PLAN
PPD170 LEVEL 7 - DEMOLITION PLUMBING PLAN
PPD180 LEVEL 8 - DEMOLITION PLUMBING PLAN
PPD190 PENTHOUSE AND ROOF - DEMOLITION PLUMBING PLAN
PMD170 LEVEL 7 - DEMOLITION MEDICAL GAS PLAN
PP160 LEVEL 6 - PLUMBING PLAN
PP170 LEVEL 7 - PLUMBING PLAN - OVERALL
PP171 LEVEL 7 - PLUMBING PLAN - AREA A
PP172 LEVEL 7 - PLUMBING PLAN - AREA B
PP180 LEVEL 8 - PLUMBING PLAN
PP190 PENTHOUSE AND ROOF - PLUMBING PLAN
PM170 LEVEL 7 - MEDICAL GAS PLAN
P200 PLUMBING RISER DIAGRAMS - DOMESTIC WATER
P201 PLUMBING RISER DIAGRAM - WASTE AND VENT
P202 PLUMBING RISER DIAGRAM - STORM DRAINAGE
P300 PLUMBING DETAILS
P400 PLUMBING SCHEDULES
MHD170 LEVEL 7 - DEMOLITION HVAC PLAN
MHD180 LEVEL 8 - DEMOLITION HVAC PLAN
SHEET INDEX
MHD190 PENTHOUSE - DEMOLITION HVAC PLAN
MPD170 LEVEL 7 - DEMOLITION HYDRONIC PIPING PLAN
MH160 LEVEL 6 - HVAC PLAN
MH170 LEVEL 7 - HVAC PLAN - OVERALL
MH171 LEVEL 7 - HVAC PLAN - AREA A
MH172 LEVEL 7 - HVAC PLAN - AREA B
MH180 8TH LEVEL - HVAC PLAN
MH190 PENTHOUSE - HVAC PLAN
MP170 LEVEL 7 - HYDRONIC PIPING PLAN
MP190.A PENTHOUSE - HYDRONIC PIPING PLAN - BASE BID
MP190.B PENTHOUSE - HYDRONIC PIPING PLAN - BID DEDUCT #3
M191 PENTHOUSE UNDERFLOOR - MECHANICAL PLAN
M192 ROOF - MECHANICAL PLAN
M200 MECHANICAL ELEVATIONS
M300 MECHANICAL DETAILS
M301 AIR HANDLER SCHEMATIC
M302 ENERGY RECOVERY UNIT AND AIR FILTER SCHEMATICS
M303.A PIPING FLOW DIAGRAM - BASE BID
M303.B PIPING FLOW DIAGRAM - BID DEDUCT #3
M401 MECHANICAL SCHEDULES
ME402 MECHANICAL AND ELECTRICAL SCHEDULES
M500.A SEQUENCES OF OPERATIONS - BASE BID
M500.B SEQUENCES OF OPERATIONS - BID DEDUCT #3
M501 SEQUENCES OF OPERATIONS
09 - ELECTRICAL
E000 ELECTRICAL TITLE SHEET
ED171 7TH LEVEL - DEMOLITION ELECTRICAL LIGHTING PLAN
ED172 7TH LEVEL - DEMOLITION ELECTRICAL POWER PLAN
ED173 7TH LEVEL - DEMOLITION ELECTRICAL SYSTEMS PLAN
ED181 8TH LEVEL - DEMOLITION ELECTRICAL DEMOLITION PLAN
ED191 PENTHOUSE/ROOF - DEMOLITION ELECTRICAL PLAN
EL171 7TH LEVEL - LIGHTING PLAN AREA A
EL172 7TH LEVEL - LIGHTING PLAN AREA B
EL191 PENTHOUSE/ROOF - ELECTRICAL LIGHTING PLAN
EP171 7TH LEVEL - POWER PLAN AREA A
EP172 7TH LEVEL - POWER PLAN AREA B
EP181 LEVEL 8 - ELECTRICAL POWER PLAN
EP191 PENTHOUSE/ROOF - ELECTRICAL POWER PLAN
EY171 7TH LEVEL - SYSTEMS PLAN AREA A
EY172 7TH LEVEL - SYSTEMS PLAN AREA B
EE300 ELECTRICAL RISER
EE301 ELECTRICAL RISER
EE500 ELECTRICAL DETAILS
EE600 ELECTRICAL SCHEDULES
EE601 ELECTRICAL SCHEDULES
TOTAL SHEET COUNT: 127
Revision# Description Date:Revision# Description Date:
1 AMENDMENT #0002 2024-10-09
2.03
2.30
2.03 2.01
2.05
2.80
2.30
2.80
2.02
2.03
2.30
2.05
2.03
2.30
2.03
2.03
2.06
2.05
2.02
2.06
2.30
2.80
2.05
2.30
2.02
2.03
2.80
2.30
2.05
2.02
2.03
2.30
2.80 2.02
2.03
2.03
2.03
2.03 2.07A
2.07A
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2.07A 2.07A
2.07A 2.07A
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2.07A
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2.07A
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2.05
2.06
2.80 2.03
2.03
2.03
2.05
2.80
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2.06
2.07A
2.03
2.05
2.30
2.05
2.03
2.03
2.03
2.30
2.02
2.80
2.80
2.30
2.03
2.03
2.05
2.03
2.30
2.03
2.05
2.06
2.80
2.02
2.03
2.80
2.03
2.052.03
2.80
2.05
2.05
2.03
2.06
2.03
2.80
2.05
2.06
2.06
2.05
2.06
2.02
2.80
2.05
2.06
2.03
2.05
2.05
2.11
2.30
2.30
2.06
2.30
2.30
2.80
2.03
2.30
2.06
2.05
2.05
2.03
2.05
2.05
2.30
2.80
2.06
2.30
2.03
2.032.30
2.06
2.02
2.80
2.80
2.03
2.03
2.05
2.03
2.03
2.02
2.06
2.80
2.02
2.80
2.30
2.30
2.07 2.07
2.07
2.07
2.07
2.07 2.07
2.07
2.03
2.07 2.03
2.05
2.03
2.302.80
2.05
2.07
2.07
2.07
2.07
2.07
2.07
2.07
2.03
2.07
2.07
2.03
2.80
2.03
2.03
2.02
2.07 2.07
2.30
2.05
2.80
2.80
2.30
2.03
2.06
2.05
2.30
2.80
2.80
2.02
2.06
2.03
2.80
2.05
2.02
2.30
2.03
2.03
2.30
2.02
2.80
2.05
2.06
2.05
2.02
2.80
2.30
2.03
2.07
2.07
2.07
2.80
2.02
2.80 2.06
2.30 2.80
2.03
2.06
2.05
2.05
2.80
2.30
2.80
2.05
2.03
2.07
2.07
2.07
2.07
2.07 2.07
2.07 2.07
2.07
2.07
2.03
2.80
2.30
2.02
2.80
2.80
2.80
2.30
2.06
2.03
2.03
2.03
2.30
2.80
2.02
2.052.06
2.03
2.05
2.02
2.80
2.03
2.30
2.03
2.30
2.03
2.02
2.30
2.80
2.03
2.05
2.06 2.05
2.30
2.30
2.05
2.80
2.02
2.06
2.05
2.03
2.05
2.03
2.03
2.06
2.03
2.03
2.05
2.80 2.03
2.02 2.03
2.03
2.03
2.03
2.03
2.80
2.03
2.31A
2.31A
2.30 2.03
2.03
2.08
2.03
2.06
2.03
2.03
2.03
2.03
2.80
2.06
2.052.05
2.03
2.03
2.03
2.032.06
2.03
2.03
2.06
2.03
2.03
2.06
2.03
2.03
2.07
2.712.712.712.712.712.712.712.712.712.71
2.71 2.71 2.71 2.712.712.71
2.71
2.712.712.71
2.71
2.80
C
D
E
G
29282726252423222120191817
2.07B
1' -1
0" 1'
-0
1' -0
3"
5'-6" 3'-6"
2.30
2.62
2.70
2.30
2.30
2.07
2.63
2.63
2.20
2.212.34
2.36 2.34
2.34
AD102
B4
AD102
B3
2.02
5'-3" 4'-0"
2.71
2.10C
2.13
2.75
A. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO WORK BEGINNING. THE
CONTRACTOR IS RESPONSIBLE FOR INFORMING THE ARCHITECT OF ANY CONDITIONS THAT DIFFER
FROM THE INFORMATION INDICATED IN THE DRAWINGS.
B. PROTECT ALL EXISTING BUILDING COMPONENTS WHICH ARE TO REMAIN. REPAIR ANY DAMAGED AREAS AS REQUIRED TO RETURN THEM TO THEIR ORIGINAL CONDITION. CONTRACTOR SHALL BE
RESPONSIBLE TO STORE AND PROTECT ANY ITEMS CALLED OUT TO BE SALVAGED.
C. VERIFY EXTENT OF DEMOLITION WORK WITH INFORMATION SHOWN IN THE DRAWINGS AND WORK
THAT IS NOT SHOWN AND MAY BE REQUIRED TO COMPLETE THE INTENDED WORK.
D. ALL WORK SHALL COMPLY WITH REQUIRED LOCAL CODES. CONTRACTOR IS RESPONSIBLE FOR
OBTAINING REQUIRED PERMITS AND INSPECTIONS FOR ALL WORK ASSOCIATED WITH THIS
CONTRACT.
E. CONTRACTOR SHALL REPAIR ALL DISTURBED AREAS AS REQUIRED TO MATCH SURROUNDING
EXISTING FINISHES NOT DISTURBED.
F. TYPES OF FLOOR, WALL, AND CEILING FINISHES INDICATED FOR REMOVAL BY DEMOLITION NOTES ARE FOR GENERAL INFORMATION ONLY FROM INFORMATION OBTAINED FROM EXISTING PLANS AND OBSERVATIONS. CONTRACTOR SHALL FIELD VERIFY MATERIAL TYPES ONSITE PRIOR TO BID AND
INCLUDE NECESSARY WORK IN BID.
G. ALL APPLIANCES, FURNITURE, AND EQUIPMENT TO REMAIN THE PROPERTY OF THE OWNER -
CONTRACTOR TO COORDINATE REMOVAL, RELOCATION AND STORAGE OF EXISTING EQUIPMENT
FROM DEMO AREAS WITH THE OWNER.
H. MISCELLANEOUS FLOOR PENETRATIONS AND DEMO FOR NEW MECHANICAL AND ELECTRICAL
WORK SHALL BE COORDINATED FROM ARCHITECTURAL, MECHANICAL, AND ELECTRICAL PLANS.
I. REFER TO MECHANICAL, PLUMBING AND ELECTRICAL DEMO PLANS FOR DEMOLITION, SALVAGE AND
RE-USE OF EXISTING ITEMS.
J. PATCH FLOOR AT REMOVED WALLS AND CASEWORK, PREPARE FLOOR TO RECEIVE NEW FLOORING
AS REQUIRED.
K. ALL HOLES IN EXISTING SLAB LEFT FROM REMOVAL OF FIXTURES TO RECEIVE INFILL PER
STRUCTURAL DETAILS.
L. REMOVE ALL STAINLESS STEEL CORNER GUARDS CAREFULLY AND RETURN TO OWNER.
M. ELEMENTS INDICATED WITH A DASHED LINE ARE TO BE DEMOLISHED AND DISPOSED OF AS A PART
OF THIS PROJECT, UNLESS NOTED OTHERWISE.
N. IN EXISTING AREAS, RENOVATION AND DEMOLITION WORK SHALL BE ACCOMPLISHED WITH MINIMAL
DISRUPTION TO OPERATIONS. IF REQUIRED, THE OWNER RESERVES THE RIGHT TO TEMPORARILY
STOP WORK OF SPECIFIC CONSTRUCTION OPERATIONS SHOULD THE OWNER IDENTIFY AN
EMERGENCY OR DANGER EXISTS TO THE WELFARE OF THE OCCUPANTS ON ACCOUNT OF SUCH
WORK OR OPERATIONS.
O. CONTRACTOR SHALL REMOVE AND DISPOSE OF IN A LEGAL MANNER ALL MATERIAL NOT
SCHEDULED FOR REUSE UNDER THIS PROJECT.
P. IN ALL WALLS AND CEILINGS THAT ARE TO BE REMOVED THE CONTRACTOR SHALL BE RESPONSIBLE FOR DISCONNECTING AT SOURCE AND REMOVING OR CAPPING ELECTRICAL, PLUMBING, GAS LINES
AND MECHANICAL DUCTWORK THAT ARE NOT SCHEDULED FOR REUSE. CONTRACTOR SHALL
REROUTE AND CONTINUE ANY SYSTEM THAT MUST BE RETAINED FOR NEW CONSTRUCTION.
CONTRACTOR SHALL REROUTE AND KEEP OPERATIONAL ALL SYSTEMS SERVING SPACES IN THE
SURROUNDING AREAS TO THE PROJECT.
Q. ALL ELECTRICAL CIRCUITS FOR EQUIPMENT THAT ARE TO BE REMOVED SHALL BE DISCONNECTED
AT SOURCE AND REMOVED BACK TO PANEL.
R. ALL PIPING, GAS, WATER SUPPLY, VENT, DRAIN LINES, ETC. SUPPLYING EQUIPMENT THAT ARE TO
BE REMOVED SHALL BE DISCONNECTED, REMOVED AND CAPPED ABOVE CEILING OR BELOW
FLOOR. CONTRACTOR SHALL REROUTE AS NECESSARY, TO BE BEHIND NEW CONSTRUCTION.
(PATCH FLOOR BACK PRIOR TO TOPPING.) PATCHING MUST RESTORE FIRE RATING TO FLOOR
PENETRATION.
S. ALL MED GASSES AND PLUMBING TO BE REMOVED AT WALLS SCHEDULED FOR DEMOLITION.
T. REMOVE ALL PLUMBING FIXTURES AND EQUIPMENT WITHIN ROOMS SCHEDULED TO BE
DEMOLISHED. SEE MEP PIPING DRAWINGS.
U. RETURN ALL SIGNAGE AFFECTED BY CONSTRUCTION TO OWNER.
V. SECURITY CAMERAS TO BE FUNCTIONAL AT ALL TIME DURING CONSTRUCTION.
W. ALL UTILITY PENETRATIONS TO MATCH THE HOST WALL FIRE RATING AT ALL TIME.
X. WHERE CERAMIC TILE FLOORING OR TERRAZZO FLOOR BASE ARE REMOVED, INFILL RESULTING
TRENCH WITH CONCRETE MATERIAL BACK UP TO PROVIDE FLOOR LEVEL AS REQUIRED TO CREATE
A LEVEL FLOOR SURFACE WITH THE FLOORS THAT ARE TO REMAIN. PREPARE NEW SURFACE TO
RECEIVE NEW FINISHES. THIS MAY INCLUDE ADDITIONAL FLOOR LEVELING MATERIALS ONCE THE
TRENCH HAS BEEN INFILLED.
GENERAL DEMOLITION PLAN NOTES:
SCOPE OF WORK LEGEND
SHADED AREA NOT IN SCOPE OF WORK
B7088
HOUSEKEEPING B7087
STORAGE
B7086
ADA
PATIENT
ROOM
B7085
PATIENT
ROOM
B7084
PATIENT
ROOM
B7083
BAR.
PATIENT
ROOM
B7082
SOILED
UTILITY B7081
CLEAN
LINEN
B7080
CLEAN
UTILITY
B7079
MED PREP
B7078
NURSE
STATION
B7077
CONSULTANTS
ROOM
B7076
NOURISHMENT
B7075
LOCKERS
B7074
EQUIPMENT
ROOM
B7073
OFFICE
B7072
PM & R
ROOM
B7071
EPILEPSY
MONITOR
LABB7070
EPI PATIENT
ROOM
B7069
EPI PATIENT
ROOM
B7068
EPI/BAR
PATIENT
ROOM
B7067
PATIENT
ROOM
B7066
ADA
PATIENT
ROOM
B7065
ADA
PATIENT
ROOM
B7064
PATIENT
ROOM
B7063
PATIENT
ROOM
B7062
ADA
PATIENT
ROOM
B7061
ADA
PATIENT
ROOM
B7060
PATIENT
ROOM
B7059
OFFICE
B7058
OFFICE
B7057
ORTHO
RESIDENTS
B7121
CORRIDOR
B7121
CORRIDOR
B7060A
B7061A
B7063A
B7062A
B7064A
B7065A
B7067A
B7066A B7068A B7069A
B7070A B7071A
B7071B
B7075A
B7084A
B7083A
B7085A
B7086A
B7000
TELECOM
ROOM
NORTH
KEY PLAN - OVERALL
7TH LEVEL
180'-6"
8TH LEVEL
192'-0"
2.34
2.36
2.36A
/B4 AD102
2' -2
/4
1'
-1 1"
7' -4
/4
8'-6 1/2" 2'-6 1/2"
2.10B
4' -6
/4
4 1/2"
2.21
2.21
2.21A
2.36A
7TH LEVEL
180'-6"
8TH LEVEL
192'-0"
/D3 AD102
2.30
2.10A
2.62
8'-9 3/4"
6' -1
3'
-4
/2
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
Phase
ARCHITECT OF RECORD
A/E:
STAMPCONSULTANTS
o n e e ig h th in c h o n e f o o t o n e q u a rt e r in c h o n e f o o t th re e e ig h th s in c h o n e f o o t o n e h a lf in c h o n e f o o t th re e q u a rt e rs in c h o n e f o o t o n e in c h o n e f o o t o n e a n d o n e h a lf in c h e s o n e f o o t th re e in c h e s o n e f o o t
A
2 3 4 5 6
B
C
D
1 2 3 4 5 6
A
B
C
D
MECHANICAL / ELECTRICAL / PLUMBING: STRUCTURAL:HEALTHCARE ARCHITECT:
2550 UNIVERSITY AVE. W. SUITE 423-S
ST. PAUL, MN 55114
651.251.7570
50 SOUTH 6TH ST UNIT 1100
MINNEAPOLIS, MN 55402
612.465.7550
380 ST. PETER ST. UNIT 600
ST. PAUL, MN 55102
651.222.3701
C
S G
A R e v it L o c a l\
M D
I n
P a t
B
T a n n e rL N
S C
.r v t
/8 /2
:1
:0
P
M
AD102
7TH LEVEL DEMOLITION PLAN
Stone Group Architects
600 E 7th Street
Sioux Falls, SD 57103
605-271-1144
RENOVATE INPATIENT WARD - 7B
2500 OVERLOOK TERRACE, MADISON, WI 53705
05/17/2024 JHK / IEP TDL
100% CONSTRUCTION
DOCUMENTS
SGA #231919
VA #607-22-101
1/8" = 1'-0" D3
7TH LEVEL DEMOLITION PLAN
KEYNOTES_SGA
Key Value Keynote Text
2.01 REMOVE SEMI-RECESSED FIRE EXTINGUISHER CABINET, CONFIRM REUSE W/ COR.
2.02 REMOVE CASEWORK, CONFIRM REUSE W/ COR.
2.03 REMOVE WALL AND ALL OF ITS BUILDING COMPONENTS (FULL HEIGHT).
2.05 REMOVE COLUMN FURRING WALLS.
2.06 REMOVE FURRING WALLS, COMMUNICATE EXISTANCE OF ANY DUCTWORK OR PIPING WITH
ARCHITECT FOR COORDINATION OF REPLACEMENT WALL.
2.07 REMOVE FLOORING AND BASE. PREPARE AREA FOR NEW FLOOR FINISHES AND BASE, REF.
FINISH SCHEDULE. UTILIZE PROPER METHODS TO LEVEL THE ENTIRE FLOOR.
2.07A REMOVE FLOORING AND WALL TILES. PREPARE AREA FOR NEW FLOOR FINISHES AND BASE, REF. FINISH SCHEDULE. REMOVE FLOOR TOPPING FROM BATHROOMS AND LEVEL WITH THE
REST OF THE FLOOR.
2.07B CUT EXISTING FLOOR FOR CONSTRUCTION OF NEW MECH SHAFT. REPAIR AND PATCH
EXISTING FINISHES AFFECTED BY DEMOLITION.
2.08 REMOVE TUBE STATION EQUIPMENT & ROUTING, CONFIRM REUSE W/ COR, CAP & PREP TO
ROUTE TO THE NEW LOCATION.
2.10A REMOVE PORTION OF EXISTING EXTERIOR MASONRY WALL BELOW EXISTING WINDOW
OPENING
2.10B REMOVE PORTION OF EXISTING EXTERIOR WALL FOR NEW DUCT PENETRATION.
2.10C REMOVE WALL FINISHES BACK TO MASONRY
2.11 RELOCATE/REUSE EXISTING FIRE EXTINGUISHER, CONFIRM W/ COR.
2.13 REMOVE PORTION OF WALL FOR NEW UTILITIES PENETRATION AND PATCH / FIRE PROOF AS
NECESSARY TO MAINTAIN WALL FIRE RATING AT ALL TIME DURING CONSTRUCTION.
2.20 REMOVE PORTION OF EXISTING ALUM PANELS.
2.21 REMOVE PORTION OF MASONRY BACK TO CONCRETE COLUMN FOR NEW SHAFT WALL
INSTALLATION.
2.21A REMOVE PORTION OF FACE MASONRY TO EXPOSE CONCRETE BEAM. EXISTING LINTEL TO
REMAIN
2.30 REMOVE DOOR, FRAME & HARDWARE.
2.31A REMOVE BUILT-IN LOCKER
2.34 REMOVE WINDOW & FRAME.
2.36 REMOVE EXISTING ALUMINUM CLADDING
2.36A REMOVE PORTION OF EXISTING ALUMINUM CLADDING
2.62 REMOVE PORTION OF WALL AND PREP OPENING FOR NEW DOOR
2.63 REMOVE WALL TILE. PREP WALLS FOR NEW FINISHES
2.70 REMOVE MECH. ELEMENT - REF MECH. DEMO PLANS FOR MORE INFORMATION
2.71 REMOVE FAN COIL UNIT AND ALL OF ITS COMPONENTS INCLUDING TERRAZZO BASE - REF
MECH. DEMO PLANS FOR MORE INFORMATION
2.75 REMOVE ABANDONED PIPE. EXISTING PENETRATION TO BE REUSED - REF. MECH DEMO PLANS
FOR MORE INFORMATION
2.80 REMOVE PLUMBING FIXTURE AND ALL ASSOCIATED CASEWORK, CAP LINES AS REQUIRED -
REF. MEP DEMO PLANS FOR MORE INFORMATION.
TRUE
NORTH
PLAN
NORTH
0' 4'-0" 8'-0" 16'-0"
1/4" = 1'-0" B3
DEMO ELEV - DUCT PENETRATION THRU
EXISTING WALL
1/4" = 1'-0"
B4
DEMO ELEV - WINDOW @ TELECOM ROOM
Revision# Description Date:
A. ANY DISCREPANCIES FOUND IN THE VARIOUS PARTS OF THE CONSTRUCTION DOCUMENTS SHALL
BE BROUGHT TO THE ATTENTION OF THE ARCHITECTS AND THE OWNER BEFORE PROCEEDING
WITH ALL THE WORK.
B. ALL ITEMS INSTALLED IN CEILINGS ARE TO BE CENTERED AND /OR SYMMETRICAL ON THE
CENTERLINE OF ROOMS AND CENTERED IN TILES.
C. INSTALL ALL WALL MOUNTED EXIT SIGNS AND OTHER FIXTURES CENTERED ABOVE OPENINGS
WHERE POSSIBLE.
D. REFLECTED CEILING PLANS SHOW LOCATIONS OF ITEMS THAT ARE ARCHITECTURALLY SIGNIFICANT
ONLY. MECHANICAL AND ELECTRICAL ITEMS INDICATED ARE FOR REFERENCE ONLY. REFER TO
MECHANICAL AND ELECTRICAL DOCUMENTS.
E. GYPSUM USED IN RESTROOM AND OTHER AREAS EXPOSED TO MOISTURE SHALL BE WATER
RESISTANT GYPSUM BOARD.
F. SUSPENDED CEILING TO BE CENTERED WITH THE BALANCE GRID DESIGN WITH EDGE UNITS NO
LESS THAN 50% OF THE TILE SIZE.
G. PAINT HORIZONTAL AND VERTICAL FACES OF THE SOFFITS SPECIFIED PAINT COLOR, UNLESS
NOTED OTHERWISE.
H. ALL BULKHEAD HORIZONTAL AND VERTICAL FACES TO BE PAINTED P-5, UNLESS NOTED OTHERWISE.
I. ALL GYPSUM BOARD CEILINGS TO BE PAINTED SPECIFIED ROOM COLOR, UNLESS OTHERWISE
NOTED.
J. ALL BULKHEADS TO EXTEND PAST ADJACENT CEILING HEIGHT 2" UNLESS OTHERWISE NOTED.
K. AT RCP SECTIONS REFER TO REFLECTED CEILING PLAN FOR CEILING/SOFFIT ELEVATIONS.
GENERAL RCP NOTES:CEILING TYPES
STRUCTURE ABOVE
5/8" TYPE 'X' GYPSUM
BOARD
TYPE 1:
ACOUSTICAL CEILING
TILE
TYPE 3:
A.C.T. GRID
3 LAYERS 5/8" TYPE 'X'
GYPSUM BOARD
TYPE 5: UL # G586
4" C-H STUDS
1" GYPSUM SHAFT LINER
D
A
E
D
A E
B7099A
B7099
B7097
B7093
B7089A
B7091
B7089
B7095
B7087
B7085
B7081BB7081
B7076B
B7121E
B7080A
B7080 B7082
B7121F
B7082A
B7086A
B7086 B7088
B7121I
B7092A
B7088A
B7092 B7094
B7121J
B7094A
B7098A
B7098
B7121
A.F.F.
TYPE 3
8'-0"
A.F.F.
TYPE 3
7'-8"
A.F.F.
TYPE 3
8'-0"
A.F.F.
TYPE 3
8'-0"
A.F.F.
TYPE 3
8'-0"
A.F.F.
TYPE 3
8'-0"
A.F.F.
TYPE 3
8'-0"
A.F.F.
TYPE 3
8'-0"
A.F.F.
TYPE 3
7'-8"
A.F.F.
TYPE 3
8'-0"
A.F.F.
TYPE 3
8'-0"
A.F.F.
TYPE 3
8'-0"
A.F.F.
TYPE 3
8'-0"
A.F.F.
TYPE 1
7'-2" A.F.F.
TYPE 1
7'-2"
A.F.F.
TYPE 1
7'-2"
A.F.F.
TYPE 3
8'-0"
A.F.F.
TYPE 3
8'-0"
A.F.F.
TYPE 3
8'-0" A.F.F.
TYPE 3
8'-0"
A.F.F.
TYPE 3
8'-0"
A.F.F.
TYPE 3
8'-0"
A.F.F.
TYPE 3
8'-0" A.F.F.
TYPE 3
8'-0"
A.F.F.
TYPE 1
7'-2" A.F.F.
TYPE 1
7'-2" A.F.F.
TYPE 1
7'-2"
A.F.F.
TYPE 3
8'-0"
A.F.F.
TYPE 3
8'-0"
A.F.F.
TYPE 3
8'-0" A.F.F.
TYPE 3
8'-0"
A.F.F.
TYPE 1
7'-2"
A.F.F.
TYPE 3
8'-0"
A.F.F.
TYPE 3
8'-0"
A.F.F.
TYPE 3
8'-0"
A.F.F.
TYPE 1
7'-1"
A.F.F.
TYPE 1
9'-2"
A.F.F.
TYPE 1
9'-2"A.F.F.
TYPE 1
9'-2"
A.F.F.
TYPE 1
9'-2"
A.F.F.
TYPE 1
9'-2" A.F.F.
TYPE 1
9'-2" A.F.F.
TYPE 1
7'-11"A.F.F.
TYPE 1
7'-11"
A.F.F.
TYPE 1
7'-11"
A.F.F.
TYPE 1
7'-11" A.F.F.
TYPE 1
7'-11"
A.F.F.
TYPE 1
7'-11" A.F.F.
TYPE 1
7'-7"
A.F.F.
TYPE 1
7'-11"
A.F.F.
TYPE 1
7'-10"
10.21
11.50A
11.50A
11.50A
A.F.F.
TYPE 1
9'-2"
A.F.F.
TYPE 1
9'-2"
A.F.F.
TYPE 1
9'-2"
A.F.F.
TYPE 1
9'-2"
11.50A
10.21A
10.21
A.F.F.
TYPE 1
7'-2"
A.F.F.
TYPE 1
7'-11"
A.F.F.
TYPE 1
9'-2"A.F.F.
TYPE 1
9'-2"
A.F.F.
TYPE 1
9'-2" A.F.F.
TYPE 1
9'-2" A.F.F.
TYPE 1
9'-2" A.F.F.
TYPE 1
9'-2" A.F.F.
TYPE 1
9'-2" A.F.F.
TYPE 1
9'-2" A.F.F.
TYPE 1
9'-2" A.F.F.
TYPE 1
9'-2" A.F.F.
TYPE 1
9'-2"A.F.F.
TYPE 1
7'-11"A.F.F.
TYPE 1
7'-11"A.F.F.
TYPE 1
7'-11"A.F.F.
TYPE 1
7'-11"A.F.F.
TYPE 1
7'-11"
A.F.F.
TYPE 1
7'-11"
11.50A 10.21A
10.21A
10.21A
11.50A 11.50A
10.21A
10.21A
10.21A
11.50A11.50A
10.21
10.21 10.21
10.21A
10.21 10.21
10.21
D2
AE310
A.F.F.
TYPE 1
7'-11" A.F.F.
TYPE 1
7'-11" A.F.F.
TYPE 1
7'-11" A.F.F.
TYPE 1
7'-11"
A.F.F.
TYPE 1
7'-11"A.F.F.
TYPE 1
9'-2" A.F.F.
TYPE 1
7'-11"
A.F.F.
TYPE 1
7'-6"
A.F.F.
TYPE 5
7'-6"
A.F.F.
TYPE 1
7'-6"
A.F.F.
TYPE 3
7'-8"
A.F.F.
TYPE 3
7'-8"
A.F.F.
TYPE 1
7'-6" A.F.F.
TYPE 1
7'-6" A.F.F.
TYPE 1
7'-6"
A.F.F.
TYPE 3
7'-8" A.F.F.
TYPE 3
7'-8" A.F.F.
TYPE 3
7'-8"
A.F.F.
TYPE 1
7'-2"
A.F.F.
TYPE 1
7'-6" A.F.F.
TYPE 1
7'-6"
A.F.F.
TYPE 1
7'-0"
10.36 10.36
10.36 10.36
10.36 10.36A
10.36
10.36 10.36
10.36
10.3610.36A10.3610.3610.36A 10.3610.3610.36A10.3610.3610.36A
1' -4
4'-5"
2' -5
/8
2' -5
/8
2'-0" 2'-0" 2'-0" 2'-0"
C5
AE503
D5
AE503
________ D5
AE503
SIM
________ D5
AE503
SIM
________ D5
AE503
SIM
________D3
AE503
C2
AE503
C2
AE503
SIM
C3
AE503
A.F.F.
TYPE 1
7'-7"
5'- 1 1
/2"
5'-1 1/2"
10"
10"
10.36
10.36
D3
AE503
SIM
D5
AE503
SIM
C1
AE503
C1
AE503
SIM
A.F.F.
TYPE 1
7'-2"
11.40B 11.40A
D3
AE503
SIM
D3
AE503
SIM
C3
AE503
SIM
________1
NORTH
KEY PLAN - AREA A
B
A
SCOPE OF WORK LEGEND
SHADED AREA NOT IN SCOPE OF WORK
2x2 LIGHT FIXTURE - LIFE SAFETY
WALL MOUNT LIGHT FIXTURE - CRITICAL
SYMBOL LEGEND
RECESSED CAN FIXTURE
NOTE:
A. REFERENCE MECHANICAL & ELECTRICAL DRAWINGS
FOR SYMBOLS NOT SHOWN HERE.
B. ALL FIXTURES TO BE LED.
RETURN GRILLE
RETURN GRILLE
2X2 LIGHT FIXTURE - NORMAL
EXHAUST GRILLE
SUPPLY DIFFUSER
2X2 LIGHT FIXTURE - CRITICAL
EXIT SIGN - DOUBLE FACE
CAMERA
RETURN GRILLE
RECESSED CAN FIXTURE - CRITICAL
2X4 LIGHT FIXTURE - CRITICAL
EXIT SIGN - SINGLE FACE
WALL MOUNT LIGHT FIXTURE
KEYNOTES_SGA
Key Value Keynote Text
10.21 PRIVACY CURTAIN & TRACK, REF. SPEC. (BID DEDUCT #2)
10.21A SHOWER CURTAIN & TRACK, REF. SPEC.
10.36 BLACKOUT & PRIVACY WINDOW ROLLER SHADE (BID DEDUCT #2)
10.36A PRIVACY WINDOW ROLLER SHADE (BID DEDUCT #2)
11.40A CEILING MOUNTED SECURITY CAMERA MONITOR
11.40B CEILING MOUNTED EPILEPSY MONITOR
11.50A CEILING MOUNTED PATIENT LIFT SYSTEM - 770 LBS CAPACITY. PARALLEL RAILS RECESSED
INTO CEILING. (BID DEDUCT #1)
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
Phase
ARCHITECT OF RECORD
A/E:
STAMPCONSULTANTS
o n e e ig h th in c h o n e f o o t o n e q u a rt e r in c h o n e f o o t th re e e ig h th s in c h o n e f o o t o n e h a lf in c h o n e f o o t th re e q u a rt e rs in c h o n e f o o t o n e in c h o n e f o o t o n e a n d o n e h a lf in c h e s o n e f o o t th re e in c h e s o n e f o o t
A
2 3 4 5 6
B
C
D
1 2 3 4 5 6
A
B
C
D
MECHANICAL / ELECTRICAL / PLUMBING: STRUCTURAL:HEALTHCARE ARCHITECT:
2550 UNIVERSITY AVE. W. SUITE 423-S
ST. PAUL, MN 55114
651.251.7570
50 SOUTH 6TH ST UNIT 1100
MINNEAPOLIS, MN 55402
612.465.7550
380 ST. PETER ST. UNIT 600
ST. PAUL, MN 55102
651.222.3701
C
S G
A R e v it L o c a l\
M D
I n
P a t
B
T a n n e rL N
S C
.r v t
/8 /2
:1
:0
P
M
AE110
7TH LEVEL REFLECTED CEILING
PLAN - AREA AStone Group Architects
600 E 7th Street
Sioux Falls, SD 57103
605-271-1144
RENOVATE INPATIENT WARD - 7B
2500 OVERLOOK TERRACE, MADISON, WI 53705
05/17/2024 JHK / IEP TDL
100% CONSTRUCTION
DOCUMENTS
SGA #231919
VA #607-22-101
TRUE
NORTH
PLAN
NORTH
0' 2'-0" 4'-0" 8'-0" 1/4" = 1'-0"
D3
7TH LEVEL RCP - AREA A
Revision# Description Date:
A. ANY DISCREPANCIES FOUND IN THE VARIOUS PARTS OF THE CONSTRUCTION DOCUMENTS SHALL
BE BROUGHT TO THE ATTENTION OF THE ARCHITECTS AND THE OWNER BEFORE PROCEEDING
WITH ALL THE WORK.
B. ALL ITEMS INSTALLED IN CEILINGS ARE TO BE CENTERED AND /OR SYMMETRICAL ON THE
CENTERLINE OF ROOMS AND CENTERED IN TILES.
C. INSTALL ALL WALL MOUNTED EXIT SIGNS AND OTHER FIXTURES CENTERED ABOVE OPENINGS
WHERE POSSIBLE.
D. REFLECTED CEILING PLANS SHOW LOCATIONS OF ITEMS THAT ARE ARCHITECTURALLY SIGNIFICANT
ONLY. MECHANICAL AND ELECTRICAL ITEMS INDICATED ARE FOR REFERENCE ONLY. REFER TO
MECHANICAL AND ELECTRICAL DOCUMENTS.
E. GYPSUM USED IN RESTROOM AND OTHER AREAS EXPOSED TO MOISTURE SHALL BE WATER
RESISTANT GYPSUM BOARD.
F. SUSPENDED CEILING TO BE CENTERED WITH THE BALANCE GRID DESIGN WITH EDGE UNITS NO
LESS THAN 50% OF THE TILE SIZE.
G. PAINT HORIZONTAL AND VERTICAL FACES OF THE SOFFITS SPECIFIED PAINT COLOR, UNLESS
NOTED OTHERWISE.
H. ALL BULKHEAD HORIZONTAL AND VERTICAL FACES TO BE PAINTED P-5, UNLESS NOTED OTHERWISE.
I. ALL GYPSUM BOARD CEILINGS TO BE PAINTED SPECIFIED ROOM COLOR, UNLESS OTHERWISE
NOTED.
J. ALL BULKHEADS TO EXTEND PAST ADJACENT CEILING HEIGHT 2" UNLESS OTHERWISE NOTED.
K. AT RCP SECTIONS REFER TO REFLECTED CEILING PLAN FOR CEILING/SOFFIT ELEVATIONS.
GENERAL RCP NOTES:
D
A
E
D
A E
B7059
B7063B
B7061
B7063
B7063A
B7065
B7065A
B7069A
B7069
B7071
B7071A
B7073
B7081A
B7077
B7121
B7060
B7062B
B7062
B7062A
B7064
B7121B
B7068A
B7064A
B7068 B7070
B7121D
B7070A
B7074B
B7074
B7074A
B7076A
B7076
A.F.F.
TYPE 3
8'-0"
A.F.F.
TYPE 3
8'-0" A.F.F.
TYPE 3
8'-0"
A.F.F.
TYPE 3
8'-0" A.F.F.
TYPE 3
8'-0"
A.F.F.
TYPE 3
8'-0"
A.F.F.
TYPE 3
8'-0"
A.F.F.
TYPE 3
8'-0"
A.F.F.
TYPE 3
8'-0"
A.F.F.
TYPE 3
7'-2"
A.F.F.
TYPE 3
7'-8"
A.F.F.
TYPE 3
8'-0"
A.F.F.
TYPE 3
8'-0"
A.F.F.
TYPE 3
8'-0"A.F.F.
TYPE 3
8'-0"
A.F.F.
TYPE 1
7'-2"
A.F.F.
TYPE 3
8'-0"
A.F.F.
TYPE 3
8'-0"
A.F.F.
TYPE 3
8'-0"
A.F.F.
TYPE 3
8'-0"
A.F.F.
TYPE 3
8'-0"
A.F.F.
TYPE 3
8'-0"
A.F.F.
TYPE 3
8'-0"
A.F.F.
TYPE 3
8'-0" A.F.F.
TYPE 3
8'-0"
A.F.F.
TYPE 3
8'-0"
A.F.F.
TYPE 3
8'-0"
A.F.F.
TYPE 3
8'-0"
A.F.F.
TYPE 3
8'-0"
A.F.F.
TYPE 1
7'-11"A.F.F.
TYPE 1
7'-11" A.F.F.
TYPE 1
9'-2"A.F.F.
TYPE 1
9'-2"
11.50B11.50B
11.50A
11.50B11.50B
10.21
10.21A
10.21A
11.50A
10.21A
10.21A
11.50A
10.21
10.21
10.21
C3
AE301
A.F.F.
TYPE 1
9'-2"A.F.F.
TYPE 1
9'-2"A.F.F.
TYPE 1
9'-2"A.F.F.
TYPE 1
9'-2"A.F.F.
TYPE 1
9'-2"A.F.F.
TYPE 1
9'-2"A.F.F.
TYPE 1
9'-2"
A.F.F.
TYPE 1
9'-2" A.F.F.
TYPE 1
9'-2" A.F.F.
TYPE 1
9'-2" A.F.F.
TYPE 1
9'-2" A.F.F.
TYPE 1
9'-2" A.F.F.
TYPE 1
9'-2"
A.F.F.
TYPE 1
9'-2"
A.F.F.
TYPE 1
7'-2"
A.F.F.
TYPE 1
7'-11"
A.F.F.
TYPE 1
7'-11" A.F.F.
TYPE 1
7'-11"
A.F.F.
TYPE 1
7'-11" A.F.F.
TYPE 1
7'-11" A.F.F.
TYPE 1
7'-11" A.F.F.
TYPE 1
7'-11"
11.50A
10.21A
10.21A
10.21A 10.21A
10.21A
11.50A11.50A
10.21 10.21
A.F.F.
TYPE 1
7'-11" A.F.F.
TYPE 1
7'-11" A.F.F.
TYPE 1
7'-11"
A.F.F.
TYPE 1
7'-11" A.F.F.
TYPE 1
7'-11" A.F.F.
TYPE 1
7'-11"
11.50A 11.50A
11.50A
A.F.F.
TYPE 3
7'-8" A.F.F.
TYPE 3
7'-8" A.F.F.
TYPE 1
7'-6"
A.F.F.
TYPE 1
7'-2"
A.F.F.
TYPE 1
7'-6" A.F.F.
TYPE 3
7'-8" A.F.F.
TYPE 1
7'-6"
A.F.F.
TYPE 1
7'-2"
A.F.F.
TYPE 3
7'-8" A.F.F.
TYPE 1
7'-6"
10.36A 10.36
10.36
10.36A
10.36
10.36
10.3610.3610.36A10.3610.3610.36A10.3610.3610.36A
A.F.F.
TYPE 1
7'-2"
2'-0"
3'-0"
2'-0" 2'-10 3/4"
C2
AE503
SIM
C5
AE503
SIM
C3
AE503
SIM
C2
AE503
SIM
________C5
AE503
SIM
D3
AE503
SIM
________ D5
AE503
SIM
D4
AE503
22.45
A.F.F.
TYPE 3
8'-0"
D3
AE503
SIM
________ D3
AE503
SIM
D5
AE503
SIM
B5
AE503
________C1
AE503
SIM
C1
AE503
SIM
NORTH
KEY PLAN - AREA B
B
A
SCOPE OF WORK LEGEND
SHADED AREA NOT IN SCOPE OF WORK
CEILING TYPES
STRUCTURE ABOVE
5/8" TYPE 'X' GYPSUM
BOARD
TYPE 1:
ACOUSTICAL CEILING
TILE
TYPE 3:
A.C.T. GRID
3 LAYERS 5/8" TYPE 'X'
GYPSUM BOARD
TYPE 5: UL # G586
4" C-H STUDS
1" GYPSUM SHAFT LINER
2x2 LIGHT FIXTURE - LIFE SAFETY
WALL MOUNT LIGHT FIXTURE - CRITICAL
SYMBOL LEGEND
RECESSED CAN FIXTURE
NOTE:
A. REFERENCE MECHANICAL & ELECTRICAL DRAWINGS
FOR SYMBOLS NOT SHOWN HERE.
B. ALL FIXTURES TO BE LED.
RETURN GRILLE
RETURN GRILLE
2X2 LIGHT FIXTURE - NORMAL
EXHAUST GRILLE
SUPPLY DIFFUSER
2X2 LIGHT FIXTURE - CRITICAL
EXIT SIGN - DOUBLE FACE
CAMERA
RETURN GRILLE
RECESSED CAN FIXTURE - CRITICAL
2X4 LIGHT FIXTURE - CRITICAL
EXIT SIGN - SINGLE FACE
WALL MOUNT LIGHT FIXTURE
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
Phase
ARCHITECT OF RECORD
A/E:
STAMPCONSULTANTS
o n e e ig h th in c h o n e f o o t o n e q u a rt e r in c h o n e f o o t th re e e ig h th s in c h o n e f o o t o n e h a lf in c h o n e f o o t th re e q u a rt e rs in c h o n e f o o t o n e in c h o n e f o o t o n e a n d o n e h a lf in c h e s o n e f o o t th re e in c h e s o n e f o o t
A
2 3 4 5 6
B
C
D
1 2 3 4 5 6
A
B
C
D
MECHANICAL / ELECTRICAL / PLUMBING: STRUCTURAL:HEALTHCARE ARCHITECT:
2550 UNIVERSITY AVE. W. SUITE 423-S
ST. PAUL, MN 55114
651.251.7570
50 SOUTH 6TH ST UNIT 1100
MINNEAPOLIS, MN 55402
612.465.7550
380 ST. PETER ST. UNIT 600
ST. PAUL, MN 55102
651.222.3701
C
S G
A R e v it L o c a l\
M D
I n
P a t
B
T a n n e rL N
S C
.r v t
/8 /2
:1
:1
P
M
AE111
7TH LEVEL REFLECTED CEILING
PLAN - AREA BStone Group Architects
600 E 7th Street
Sioux Falls, SD 57103
605-271-1144
RENOVATE INPATIENT WARD - 7B
2500 OVERLOOK TERRACE, MADISON, WI 53705
05/17/2024 JHK / IEP TDL
100% CONSTRUCTION
DOCUMENTS
SGA #231919
VA #607-22-101
KEYNOTES_SGA
Key Value Keynote Text
10.21 PRIVACY CURTAIN & TRACK, REF. SPEC. (BID DEDUCT #2)
10.21A SHOWER CURTAIN & TRACK, REF. SPEC.
10.36 BLACKOUT & PRIVACY WINDOW ROLLER SHADE (BID DEDUCT #2)
10.36A PRIVACY WINDOW ROLLER SHADE (BID DEDUCT #2)
11.50A CEILING MOUNTED PATIENT LIFT SYSTEM - 770 LBS CAPACITY. PARALLEL RAILS RECESSED
INTO CEILING. (BID DEDUCT #1)
11.50B CEILING MOUNTED PATIENT LIFT SYSTEM - 825 LBS CAPACITY. PARALLEL RAILS RECESSED
INTO CEILING. BASIS OF DESIGN: GULDMANN GH3+ OR APPROVED EQUAL. (BID DEDUCT #1)
22.45 SPRINKLER PIPE - REF. PLUMBING
TRUE
NORTH
PLAN
NORTH
0' 2'-0" 4'-0" 8'-0" 1/4" = 1'-0"
D3
7TH LEVEL RCP - AREA B
A. ANY DISCREPANCIES OR CONFLICTS FOUND IN THE VARIOUS PARTS OF THE CONSTRUCTION
DOCUMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND THE OWNER BEFORE
PROCEEDING WITH THE WORK.
B. FURNITURE IS PROVIDED AND INSTALLED BY OTHERS.
C. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. DO NOT SCALE THE
DRAWINGS.
D. CONTRACTOR & SUBCONTRACTORS TO VERIFY ALL EXISTING CONDITIONS AT THE PROJECT SITE.
E. ALL MATERIALS & EQUIPMENT SHALL BE INSTALLED PER MANUFACTURERS INSTRUCTIONS.
F. DETAILS SHOWN ARE TYPICAL UNLESS OTHERWISE NOTED. SIMILAR DETAILS APPLY IN SIMILAR
CONDITIONS.
G. PROVIDE BACKING FOR ALL BATH ACCESSORIES, HANDRAILS, OR OTHER ITEMS ATTACHED TO
BUILDING WALLS.
H. PROVIDE ADA COMPLIANT SIGNAGE FOR ALL REQUIRED AREAS, ROOMS, & ACCESSIBLE PATHS.
I. K. HEIGHT OF OPERATIONAL OR DISPENSING PORTION OF ACCESSORIES & FIXTURES NOT TO
EXCEED 48" A.F.F.
GENERAL SECTION NOTES:
7TH LEVEL
180'-6"
8TH LEVEL
192'-0"
T.O. PARAPET (PENTHOUSE)
221'-4 3/4"
C.2 G.2D.1 E.1 G'C'
TO PENTHOUSE GRATE
206'-7 1/2"
D3
AE301
5.05
/D3 AE101
7.64D
5.03A
5.03
5.03A
5.03A
4.72
4.72
23.0223.02
23.03
7.52
7.52
1/4" / 1'-0" 1/4" / 1'-0"
7.50A
AE501
A4
SIM ________
AE502
D6
AE502
C1
AE502
D4
7.59A
5.21
23.02
7.04A
4' -3
SA2
EXISTING PENTHOUSE
205'-5"
T.O. PARAPET (PENTHOUSE)
221'-4 3/4"
2524232221
TO PENTHOUSE GRATE
206'-7 1/2"
C3
AE301
5.03
5.02 5.02
5.03A7.72
5.03B
D5
AE311
7.52
7.50A
AE311
D1
AE501
D5
SIM
5.02A
5.03
/D1 AE106
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
Phase
ARCHITECT OF RECORD
A/E:
STAMPCONSULTANTS
o n e e ig h th in c h o n e f o o t o n e q u a rt e r in c h o n e f o o t th re e e ig h th s in c h o n e f o o t o n e h a lf in c h o n e f o o t th re e q u a rt e rs in c h o n e f o o t o n e in c h o n e f o o t o n e a n d o n e h a lf in c h e s o n e f o o t th re e in c h e s o n e f o o t
A
2 3 4 5 6
B
C
D
1 2 3 4 5 6
A
B
C
D
MECHANICAL / ELECTRICAL / PLUMBING: STRUCTURAL:HEALTHCARE ARCHITECT:
2550 UNIVERSITY AVE. W. SUITE 423-S
ST. PAUL, MN 55114
651.251.7570
50 SOUTH 6TH ST UNIT 1100
MINNEAPOLIS, MN 55402
612.465.7550
380 ST. PETER ST. UNIT 600
ST. PAUL, MN 55102
651.222.3701
C
S G
A R e v it L o c a l\
M D
I n
P a t
B
T a n n e rL N
S C
.r v t
/8 /2
:1
:1
P
M
AE301
BUILDING SECTIONS
Stone Group Architects
600 E 7th Street
Sioux Falls, SD 57103
605-271-1144
RENOVATE INPATIENT WARD - 7B
2500 OVERLOOK TERRACE, MADISON, WI 53705
05/17/2024 JHK / IEP TDL
100% CONSTRUCTION
DOCUMENTS
SGA #231919
VA #607-22-101
KEYNOTES_SGA
Key Value Keynote Text
4.72 EXISTING PRECAST WALL CAP
5.02 STEEL COLUMN W/ SPRAY FIREPROOFING, REF. STRUCT. AND SPECS
5.02A EXISTING STEEL COLUMN. APPLY NEW SPRAY FIREPROOFING WHERE REQUIRED TO MAINTAIN
FIRE RATING.
5.03 STEEL BEAM, REF. STRUCT.
5.03A STEEL BEAM W/ SPRAY FIREPROOFING, REF. STRUCT. AND SPECS
5.03B STEEL CROSS BRACING, REF. STRUCT.
5.05 STEEL GRATING, REF. STRUCT.
5.21 METAL WALL PANEL SYSTEM TO MATCH EHRM ADDITION
7.04A 2 1/2" CLOSED CELL SPRAY FOAM INSULATION, R17.5
7.50A EPDM ROOF SYSTEM - REF. SPECS
7.52 EXISTING ROOF MEMBRANE AND INSULATION
7.59A OVERFLOOR ROOF DRAIN W/ 2" COLLAR - REF. PLUMBING.
7.64D METAL WALL PANEL SOFFIT
7.72 VA PROVIDED FALL ARREST SYSTEM, REF STRUCT. AND SPEC FOR ANCHORING
REQUIREMENTS
23.02 MECH DUCT - REF. MECH DRAWINGS.
1/4" = 1'-0" C3
N/S BUILDING SECTION
1/4" = 1'-0" D3
E/W PENTHOUSE BUILDING SECTION
G'
TO PENTHOUSE GRATE
206'-7 1/2"
CORRUGATED METAL
PANEL SYSTEM TO MATCH
EXISTING
AIR & MOISTURE BARRIER
1/2" GYPSUM SHEATHING
3" SUB-GIRTS W/
SEMI-RIGID INSULATION
3" LINER PANEL W/
FOIL-FACED SEMI-RIGID
INSULATION
EXISTING ROOF MEMBRANE AND
INSULATION
EXISTING PRECAST WALL
EXISTING CONCRETE ROOF SLAB
EXISTING ROOF INSULATION
2x NAILER / BLOCKING
PARAPET DRAIN - REF.
PLUMBING
NEW TPO MEMBRANE
/D3 AE310
PREFIN METAL FLASHING,
MATCH EXISTING
3" DEEP Z-GIRT @ 2'-0" O.C.
SCREW THROUGH LINER
TO 4" STUDS
10 1/2"
CLOSED CELL SPRAY
FOAM INSULATION
G'
CORRUGATED METAL
PANEL SYSTEM TO MATCH
EXISTING
AIR & MOISTURE BARRIER
1/2" GYPSUM SHEATHING
3" SUB-GIRTS W/
SEMI-RIGID INSULATION
3" LINER PANEL W/
FOIL-FACED SEMI-RIGID
INSULATION
MECH LOUVER - REF MECH
DRAWINGS.
BACKER ROD & SLNT
PREFIN METAL FLASHING,
MATCH EXISTING
4" COLD FORMED FRAMING
- REF. SPECS. & STRUCT
DRAWINGS
/D3 AE310
3" DEEP Z-GIRT @ 2'-0" O.C.
SCREW THROUGH LINER
TO 4" STUDS
WOOD SHIM, AS REQ'D.
10 1/2"
STEEL BEAM W/ SPRAY
FIREPROOFING, REF.
STRUCT. AND SPECS
4" CLOSED CELL SPRAY
FOAM INSULATION, R28
G'
MECH LOUVER - REF MECH
DRAWINGS.
BACKER ROD & SLNT
CORRUGATED METAL
PANEL SYSTEM TO MATCH
EXISTING
1/2" GYPSUM SHEATHING
AIR & MOISTURE BARRIER
3" SUB-GIRTS W/
SEMI-RIGID INSULATION
3" LINER PANEL W/
FOIL-FACED SEMI-RIGID
INSULATION
4" COLD FORMED FRAMING
- REF. SPECS. & STRUCT
DRAWINGS
/D3 AE310
3" DEEP Z-GIRT @ 2'-0" O.C.
SCREW THROUGH LINER
TO 4" STUDS
1x NAILER / BLOCKING
WOOD SHIM, AS REQ'D.
STEEL HSS TUBE, REF.
STRUCT.
PREFIN METAL FLASHING,
MATCH EXISTING
2" RIGID INSULATION
10 1/2"
STEEL BEAM W/ SPRAY
FIREPROOFING, REF.
STRUCT. AND SPECS
ROOF DECKING, REF.
STRUCT.
VAPOR BARRIER
NEW EPDM MEMBRANE
COVER BOARD
EXISTING ROOF
MEMBRANE AND
INSULATION
STEEL ANGLE, REF.
STRUCT.
3/4" PLYWOOD
2x NAILER / BLOCKING
2" RIGID INSULATION
/D3 AE120
R-30 POLYISO INSULATION
(TAPERED 1/4" PER 12")
5"
3 5/8" STL STUD
BATT INSULATION, R-13
EXISTING STEEL
BEAM. APPLY NEW
SPRAY
FIREPROOFING
WHERE REQUIRED TO
MAINTAIN FIRE
RATING
ROOF DRAIN - REF.
PLUMBING. OVERFLOOR ROOF DRAIN
W/ 2" COLLAR - REF.
PLUMBING.
STEEL BEAM W/ SPRAY
FIREPROOFING, REF.
STRUCT. AND SPECS
ROOF DECKING, REF.
STRUCT.
VAPOR BARRIER
COVER BOARD
NEW EPDM MEMBRANE
3'-0"1'-0"
/D3 AE120
R-30 POLYISO INSULATION
(TAPERED 1/4" PER 12")
T.O. PARAPET (PENTHOUSE)
221'-4 3/4"
G'
CORRUGATED METAL
PANEL SYSTEM TO MATCH
EXISTING
AIR & MOISTURE BARRIER
1/2" GYPSUM SHEATHING
3" SUB-GIRTS W/
SEMI-RIGID INSULATION
3" LINER PANEL W/
FOIL-FACED SEMI-RIGID
INSULATION
STEEL ANGLE, REF.
STRUCT.
ROOF DECKING, REF.
STRUCT.
2x NAILER / BLOCKING
VAPOR BARRIER
COVER BOARD
NEW EPDM MEMBRANE
/D3 AE310
3" DEEP Z-GIRT @ 2'-0" O.C.
SCREW THROUGH LINER
TO 4" STUDS
R-30 POLYISO INSULATION
(TAPERED 1/4" PER 12")
PREFIN METAL WALL CAP,
MATCH EXISTING
10 1/2"
STEEL BEAM W/ SPRAY
FIREPROOFING, REF.
STRUCT. AND SPECS
G'
3" LINER PANEL W/
FOIL-FACED SEMI-RIGID
INSULATION
3" SUB-GIRTS W/
SEMI-RIGID INSULATION
1/2" GYPSUM SHEATHING
AIR & MOISTURE BARRIER
CORRUGATED METAL
PANEL SYSTEM TO MATCH
EXISTING
BACKER ROD & SLNT
DOOR - SEE SCHED.
PREFIN METAL FLASHING,
MATCH EXISTING
/D5 AE310
3" DEEP Z-GIRT @ 2'-0" O.C.
SCREW THROUGH LINER
TO 4" STUDS
FILL HM FRAME WITH LOW
EXPANDING SPRAY FOAM
INSULATION
4" COLD FORMED FRAMING
- REF. SPECS. & STRUCT
DRAWINGS
10 1/2"
7 1/4"
STEEL HSS TUBE, REF.
STRUCT.
2" RIGID INSULATION
1x NAILER / BLOCKING
TO PENTHOUSE GRATE
206'-7 1/2"
METAL PLATE REF.
STRUCT.
NEW EPDM MEMBRANE
EXISTING ROOF
MEMBRANE AND
INSULATION - PATCH AS
NECESSARY
1/2" GYPSUM SHEATHING
3" SUB-GIRTS W/
SEMI-RIGID INSULATION
3" LINER PANEL W/
FOIL-FACED SEMI-RIGID
INSULATION
4" COLD FORMED FRAMING
- REF. SPECS. & STRUCT
DRAWINGS
AIR & MOISTURE BARRIER
PREFIN METAL FLASHING,
MATCH EXISTING
STEEL BEAM, REF.
STRUCT.
STEEL GRATING, REF.
STRUCT.
/D4 AE311
DOOR - SEE SCHED.
3" DEEP Z-GIRT @ 2'-0" O.C.
SCREW THROUGH LINER
TO 4" STUDS
PREFIN METAL FLASHING,
MATCH EXISTING
M
IN8"
NEW POLYISO INSULATION
TAPERED TO MATCH
EXISTING SLOPE
NEW POLYISO INSULATION
(TAPERED 1/4" PER 12")
1x NAILER / BLOCKING
10 1/2"
G'
TO PENTHOUSE GRATE
206'-7 1/2"
DOOR - SEE SCHED.
STEEL GRATING, REF.
STRUCT.
EXISTING ROOF MEMBRANE
AND INSULATION
EXISTING PRECAST WALL
EXISTING CONCRETE ROOF SLAB
EXISTING ROOF INSULATION
NEW TPO MEMBRANE
AIR & MOISTURE BARRIER
3" SUB-GIRTS W/
SEMI-RIGID INSULATION
3" LINER PANEL W/
FOIL-FACED SEMI-RIGID
INSULATION
STEEL BEAM, REF.
STRUCT.
METAL PLATE REF.
STRUCT.
/D5 AE310
PREFIN METAL FLASHING,
MATCH EXISTING
3" DEEP Z-GIRT @ 2'-0" O.C.
SCREW THROUGH LINER
TO 4" STUDS
NEW POLYISO INSULATION
(TAPERED 1/4" PER 12")
NEW COVER BOARD
10 1/2"
SEAMING/TERMINATION
ADHESIVE PER MEMBRANE
SUPPLIER
VA PROVIDED STEEL FALL
PROTECTION ANCHOR,
FOAM FILLED.
STAINLESS STEEL
CLAMPING RING
PRE-MOLDED PRESSURE
SENSITIVE PIPE SEAL
/D4 AE311
REF. STRUCTURAL FOR
ANCHORAGE
REQUIREMENTS
EXISTING ROOF
STRUCTURE
NEW POLYISO INSULATION
TAPERED TO MATCH
EXISTING SLOPE
COVER BOARD
WATER CUT-OFF MASTIC
PLUG WELD ANY
EXPOSED AREAS. ANY
WEEP HOLES FRMO
GALVANIZING TO BE
FILLED & WATER TIGHT
NEW TPO MEMBRANE
C'
STEEL BEAM, REF.
STRUCT.
2x NAILER / BLOCKING
AIR & MOISTURE BARRIER
1/2" GYPSUM SHEATHING
3" SUB-GIRTS W/
SEMI-RIGID INSULATION
3" LINER PANEL W/
FOIL-FACED SEMI-RIGID
INSULATION
BACKER ROD & SLNT
MECH LOUVER - REF MECH
DRAWINGS.
STEEL GRATING, REF.
STRUCT.
/D5 AE311
EXISTING PRECAST WALL
EXISTING PRECAST
CONCRETE PAPARET CAP
4" COLD FORMED FRAMING
- REF. SPECS. & STRUCT
DRAWINGS
PREFIN METAL FLASHING,
MATCH EXISTING
3" DEEP Z-GIRT @ 2'-0" O.C.
SCREW THROUGH LINER
TO 4" STUDS
PREFIN METAL FLASHING,
MATCH EXISTING
1x NAILER / BLOCKING
2" RIGID INSULATION
STEEL HSS TUBE, REF.
STRUCT.
WOOD SHIM, AS REQ'D.
10 1/2"
EXISTING ROOF
MEMBRANE AND
INSULATION
2 1/2" CLOSED CELL SPRAY
FOAM INSULATION, R17.5
STAINLESS STEEL
CLAMPING RING
PRE-MOLDED PRESSURE
SENSITIVE PIPE SEAL
VA PROVIDED STEEL FALL
PROTECTION ANCHOR,
FOAM FILLED.
SEAMING/TERMINATION
ADHESIVE PER
MEMBRANE SUPPLIER
ROOF DECKING, REF.
STRUCT.
STEEL BEAM W/ SPRAY
FIREPROOFING, REF.
STRUCT. AND SPECS
VAPOR BARRIER
COVER BOARD
NEW EPDM MEMBRANE
/D3 AE120
REF. STRUCTURAL FOR
ANCHORAGE
REQUIREMENTS
R-30 POLYISO INSULATION
(TAPERED 1/4" PER 12")
WATER CUT-OFF MASTIC
SEAL WELD ANY EXPOSED
AREAS. ANU WEEP HOLES
FROM GALVANIZING TO BE
FILLED & WATER TIGHT
10' X 10' MOTORIZED
COILING DOOR
CORRUGATED METAL
PANEL SYSTEM TO MATCH
EXISTING
AIR & MOISTURE BARRIER
1/2" GYPSUM SHEATHING
3" SUB-GIRTS W/
SEMI-RIGID INSULATION
3" LINER PANEL W/
FOIL-FACED SEMI-RIGID
INSULATION
PREFIN METAL FLASHING,
MATCH EXISTING
BACKER ROD & SLNT
/D1 AE311
3" DEEP Z-GIRT @ 2'-0" O.C.
SCREW THROUGH LINER
TO 4" STUDS
4" COLD FORMED FRAMING
- REF. SPECS. & STRUCT
DRAWINGS
STEEL HSS TUBE, REF.
STRUCT.
1x NAILER / BLOCKING
10 1/2"
1" POLYISO INSULATION
TO PENTHOUSE GRATE
206'-7 1/2"
10' X 10' MOTORIZED
COILING DOOR
STEEL GRATING, REF.
STRUCT.
STEEL BEAM, REF.
STRUCT.
METAL PLATE REF.
STRUCT.
AIR & MOISTURE BARRIER
1/2" GYPSUM SHEATHING
3" SUB-GIRTS W/
SEMI-RIGID INSULATION
3" LINER PANEL W/
FOIL-FACED SEMI-RIGID
INSULATION
4" COLD FORMED FRAMING
- REF. SPECS. & STRUCT
DRAWINGS
EXISTING ROOF
MEMBRANE AND
INSULATION - PATCH AS
NECESSARY
NEW EPDM MEMBRANE
/D1 AE311
NEW POLYISO INSULATION
(TAPERED 1/4" PER 12")
NEW POLYISO INSULATION
TAPERED TO MATCH
EXISTING SLOPE
M
IN8"
3" DEEP Z-GIRT @ 2'-0" O.C.
SCREW THROUGH LINER
TO 4" STUDS
PREFIN METAL FLASHING,
MATCH EXISTING
AIR & MOISTURE BARRIER
PREFIN METAL FLASHING,
MATCH EXISTING
1x NAILER / BLOCKING
10 1/2"
4" CLOSED CELL SPRAY
FOAM INSULATION, R28
3" LINER PANEL W/
FOIL-FACED SEMI-RIGID
INSULATION
3" SUB-GIRTS W/
SEMI-RIGID INSULATION
1/2" GYPSUM SHEATHING
CORRUGATED METAL
PANEL SYSTEM TO MATCH
EXISTING
AIR & MOISTURE BARRIER
PREFIN METAL FLASHING,
MATCH EXISTING
/D1 AE106
3" DEEP Z-GIRT @ 2'-0" O.C.
SCREW THROUGH LINER
TO 4" STUDS
10' X 10' MOTORIZED
COILING DOOR
4" COLD FORMED FRAMING
- REF. SPECS. & STRUCT
DRAWINGS
STEEL HSS TUBE, REF.
STRUCT.
10 1/2"
1" POLYISO INSULATION
DOOR - SEE SCHED.
BACKER ROD & SLNT
FILL HM FRAME WITH LOW
EXPANDING SPRAY FOAM
INSULATION
1x NAILER / BLOCKING
PREFIN METAL FLASHING,
MATCH EXISTING
4" CLOSED CELL SPRAY
FOAM INSULATION, R28
/D1 AE106
3/4" PLYWOOD
AIR & MOISTURE BARRIER
METAL WALL PANEL
SYSTEM TO MATCH EHRM
ADDITION
3" RIGID INSULATION ON
24" O.C. Z-GIRT
6" C-H MTL STUD
STEEL HSS TUBE, REF.
STRUCT.
1" SHAFT LINER BOARD
5" CLOSED CELL SPRAY
FOAM, R35
FIRE RETARDANT SPRAY
FOAM
6" J TRACK SHAFT WALL
G.2
/D1 AE106
METAL WALL PANEL
SYSTEM TO MATCH EHRM
ADDITION
AIR & MOISTURE BARRIER
3/4" PLYWOOD
3" RIGID INSULATION ON
24" O.C. Z-GIRT
4" COLD FORMED FRAMING
- REF. SPECS. & STRUCT
DRAWINGS
5/8" GYP BOARD, TYPE "X"
3 5/8" STL STUD
INSTALL 3/4" A/C GRADE
FIRE-TREATED PLYWOOD
FROM 1'-0" AFF TO 8'-0" AFF
EXISTING PENTHOUSE WALL
4 1/4"
EXISTING STEEL COLUMN.
APPLY NEW SPRAY
FIREPROOFING WHERE
REQUIRED TO MAINTAIN
FIRE RATING.
6" C-H MTL STUD
5" CLOSED CELL SPRAY
FOAM, R35
6" J TRACK SHAFT WALL
1" SHAFT LINER BOARD
G'
CORRUGATED METAL
PANEL SYSTEM TO MATCH
EXISTING
AIR & MOISTURE BARRIER
1/2" GYPSUM SHEATHING
4" COLD FORMED FRAMING
- REF. SPECS. & STRUCT
DRAWINGS
3" LINER PANEL W/
FOIL-FACED SEMI-RIGID
INSULATION
3" SUB-GIRTS W/
SEMI-RIGID INSULATION
1/2" GYPSUM SHEATHING
AIR & MOISTURE BARRIER
STEEL COLUMN W/ SPRAY
FIREPROOFING, REF.
STRUCT. AND SPECS
PREFINISHED METAL
CORNER TRIM, MATCH
EXISTING
/D1 AE106
3" DEEP Z-GIRT @ 2'-0" O.C.
SCREW THROUGH LINER
TO 4" STUDS
/2
10 1/2"
C.2
C'
CORRUGATED METAL
PANEL SYSTEM TO MATCH
EXISTING
AIR & MOISTURE BARRIER
1/2" GYPSUM SHEATHING
3" SUB-GIRTS W/
SEMI-RIGID INSULATION
4" COLD FORMED FRAMING
- REF. SPECS. & STRUCT
DRAWINGS
3" LINER PANEL W/
FOIL-FACED SEMI-RIGID
INSULATION
EXISTING PENTHOUSE WALL
/D1 AE106
3" DEEP Z-GIRT @ 2'-0" O.C.
SCREW THROUGH LINER
TO 4" STUDS
PREFIN METAL FLASHING,
MATCH EXISTING
EXISTING STEEL COLUMN.
APPLY NEW SPRAY
FIREPROOFING WHERE
REQUIRED TO MAINTAIN
FIRE RATING.
4 1/4"
/2
CORRUGATED METAL
PANEL SYSTEM TO MATCH
EXISTING
AIR & MOISTURE BARRIER
1/2" GYPSUM SHEATHING
3" SUB-GIRTS W/
SEMI-RIGID INSULATION
3" LINER PANEL W/
FOIL-FACED SEMI-RIGID
INSULATION
DOOR - SEE SCHED.
BACKER ROD & SLNT
4" COLD FORMED FRAMING
- REF. SPECS. & STRUCT
DRAWINGS
PREFIN METAL FLASHING,
MATCH EXISTING
/D1 AE106
FILL HM FRAME WITH LOW
EXPANDING SPRAY FOAM
INSULATION
3" DEEP Z-GIRT @ 2'-0" O.C.
SCREW THROUGH LINER
TO 4" STUDS
STEEL HSS TUBE, REF.
STRUCT.
BACKER ROD & SLNT
7 1/2"
10 1/2"
1x NAILER / BLOCKING
C'
4" COLD FORMED FRAMING
- REF. SPECS. & STRUCT
DRAWINGS
3" LINER PANEL W/
FOIL-FACED SEMI-RIGID
INSULATION
MECH LOUVER - REF MECH
DRAWINGS.
BACKER ROD & SLNT
CORRUGATED METAL
PANEL SYSTEM TO MATCH
EXISTING
AIR & MOISTURE BARRIER
1/2" GYPSUM SHEATHING
3" SUB-GIRTS W/
SEMI-RIGID INSULATION
/D1 AE106
3" DEEP Z-GIRT @ 2'-0" O.C.
SCREW THROUGH LINER
TO 4" STUDS
STEEL COLUMN W/ SPRAY
FIREPROOFING, REF.
STRUCT. AND SPECS
WOOD SHIM, AS REQ'D.
/2
9 1/2"
4" CLOSED CELL SPRAY
FOAM INSULATION, R28
C'
/D1 AE106
3" LINER PANEL W/
FOIL-FACED SEMI-RIGID
INSULATION
3" SUB-GIRTS W/
SEMI-RIGID INSULATION
1/2" GYPSUM SHEATHING
AIR & MOISTURE BARRIER
CORRUGATED METAL
PANEL SYSTEM TO MATCH
EXISTING
4" COLD FORMED FRAMING
- REF. SPECS. & STRUCT
DRAWINGS
STEEL HSS TUBE, REF.
STRUCT.
BACKER ROD & SLNT
MECH LOUVER - REF MECH
DRAWINGS.
PREFIN METAL FLASHING,
MATCH EXISTING
BACKER ROD & SLNT
2" RIGID INSULATION
2x NAILER / BLOCKING
/2
G'
TO PENTHOUSE GRATE
206'-7 1/2"
EXISTING ROOF MEMBRANE AND
INSULATION
EXISTING PRECAST WALL
EXISTING CONCRETE ROOF SLAB
2x NAILER / BLOCKING
3" DEEP Z-GIRT @ 2'-0" O.C.
SCREW THROUGH LINER
TO 4" STUDS
3" LINER PANEL W/
FOIL-FACED SEMI-RIGID
INSULATION
3" SUB-GIRTS W/
SEMI-RIGID INSULATION
1/2" GYPSUM SHEATHING
AIR & MOISTURE BARRIER
CORRUGATED METAL
PANEL SYSTEM TO MATCH
EXISTING
PREFIN METAL FLASHING,
MATCH EXISTING
EXISTING ROOF INSULATION
CLOSED CELL SPRAY
FOAM INSULATION
PARAPET DRAIN - OVERFLOW, TO BE
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