Attachment 3 DWGS FINAL_Proj 463-21-101.pdf
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- Attached to
- Repair Bld Moisture Barrier Proj 463-21-101
- Solicitation number
- 36C26026R0061_RFP
About this file
This is a set of architectural and mechanical design drawings for the "Repair Building 100 Envelope Moisture Barrier" project at the Alaska VA Healthcare System in Anchorage, Alaska (Project Number 463-21-101). The drawings provide detailed specifications for renovation work on the building's exterior envelope and related systems.
The scope of work includes removal and replacement of existing metal panels, corrugated metal siding, and associated framing throughout multiple wall sections and penthouse areas. Key work items include: replacing air handling room penthouses (Sheet A100), removing and replacing stair 4 panel assemblies (Sheet A110), repairing the atrium curtain wall and parapet (Sheet A120), replacing glazed curtain wall sections with new construction and punched windows (Sheet A130), and addressing seismic joint and stair HVAC details (Sheet A140). Specific demolition and reconstruction tasks involve removal of metal cladding panels, louvers, flashing, and related hardware, followed by installation of new mineral wool insulation, fiberglass girt clip systems, metal studs, gypsum board substrates, and new roofing membrane connections. The mechanical work includes installation of a new cooling-only two-pipe fan coil unit (ACU-16A) in Stair 03 with chilled water piping using 50% ethylene glycol, condensate drainage, and DDC controls integrated with the existing building automation system. All work must comply with 2020 National Electrical Code, 2018 International Mechanical Code, VA Facility Standards, and applicable federal and state codes.
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Text version
1t
1i
Room Name
A101
SIM
A7.01 1
A7.024
ROOM TITLE TAGBUILDING SECTION
CALLOUT MARK
DETAIL CALLOUT
MARK
EXTERIOR ELEVATION
CALLOUT MARK
INTERIOR ELEVATION
CALLOUT MARK
DOOR TAG
WINDOW TAG
WALL TYPE TAG
REFERENCE NORTH
ARROW
A101
SIM
A
A
SIZE
MOD
ALL PENTHOUSE EXTERIOR WALLS:
1. REMOVE THE EXTERIOR CORRUGATED SIDING FROM THE PERIMETER OF THE PENTHOUSE.
2. PROVIDE 3” OF RIGID INSULATION WITH FIBERGLASS FURRING STRIPS.
3. PATCH AND REPAIR THE AIR BARRIER TO REMAIN IN PLACE.
4. REINSTALL THE EXTERIOR SIDING.
5. PROVIDE VERTICAL CORNER PIECES TO CLOSE THE CORNERS.
6. PROVIDE NEW METAL COPING OVER THE WIDER WALL.
7. REFERENCE DETAILS FOR THE LOUVER AND DOOR OPENINGS.
8. REPAIR THE INTERIOR SIDE OF EXTERIOR WALLS WHERE CUTS WERE MADE IN THE GYPSUM BOARD TO INVESTIGATE THE VAPOR RETARDER. PATCH THE VAPOR RETARDER TO SEAL IT TIGHT, THEN PATCH AND REPAIR THE GYPSUM BOARD, TAPE AND PAINT.
ALL STAIRS TO/FROM ROOF/PENTHOUSE:
1. REMOVE THE DOOR AND FRAME, THE TOP LANDING STEP, AND THE GYPSUM BOARD ON THE INTERIOR.
2. REPAIR OR REPLACE THE VAPOR RETARDER.
3. PROVIDE A PIECE OF ROOFING OVER THE TOP OF THE SILL AND SEAL IT TO THE EXISTING ROOFING MEMBRANE.
4. PROVIDE A SECTION OF DOOR FRAME AT THE SILL TO MATCH SIZE OF EXISTING DOOR FRAME.
5. MODIFY THE DOOR AND FRAME TO FIT AROUND THE NEW DOOR SILL AND REINSTALL.
6. REINSTALL THE TOP LANDING.
AT LOUVERS:
1. REMOVE AND STORE THE LOUVERS.
2. REMOVE THE INTERIOR WALL FINISH UP TO 8 ’ IN ALL DIRECTIONS AROUND THE DUCT,
3. REMOVE THE DUCT INSULATION FROM THE FACE ON THE INTERIOR WALL TO A MINIMUM OF 3 ’ DOWN THE DUCT.
4. INSPECT THE WALL CAVITY FOR SIGNS OF LEAKS AND WATER DAMAGE AND SEAL GAPS AND REPLACE MATERIALS AS NECESSARY.
5. REPLACE THE WALL AND DUCT INSULATION.
6. REPLACE THE VAPOR RETARDER AND SEAL TIGHT TO EXISTING VAPOR RETARDER.
7. REINSTALL OR REPLACE THE LOUVER. LOUVERS DAMAGED DURING REMOVAL SHALL BE REPLACED WITH NEW.
1. REMOVE THE METAL PANELS AND MOUNTING FRAME FROM THE
SOUTH FACE OF THIS PENTHOUSE.
2. REMOVE AND REPLACE THE AIR BARRIER.
3. ADD 3” OF RIGID INSULATION IN FIBERGLASS FURRING STRIPS.
4. REPLACE THE METAL MOUNTING FRAME AND THE METAL PANELS
5. PROVIDE NEW VERTICAL CORNER PIECES
6. PROVIDE NEW METAL COPING AT THE TOP OF THE WALL.
7. REMOVE AND REPLACE ALL SCUPPERS ON UPPER PENTHOUSE AND
ATRIUM ROOFS
1. REMOVE THE EXTERIOR METAL PANEL SIDING FROM THE PERIMETER OF
THE ATRIUM.
2. PROVIDE 3” OF RIGID INSULATION WITH FIBERGLASS FURRING STRIPS.
3. PATCH AND REPAIR THE AIR BARRIER TO REMAIN IN PLACE.
4. REINSTALL THE EXTERIOR SIDING.
5. PROVIDE VERTICAL CORNER PIECES TO CLOSE THE CORNERS.
6. PROVIDE NEW METAL COPING OVER THE WIDER WALL. .
7. CREATE A SILL DAM USING CLOSED CELL LOW EXPANSION SPRAY FOAM
AND BACKER ROD ON TOP OF THE ROOFING MEMBRANE AT THE INTERIOR
WALL TO APPROXIMATELY ¾” IN FROM THE FACE OF THE FRAME.
8. CLEAN INSIDE AND OUTSIDE OF ALUMINUM FRAMING AND GLASS PER
MANUF. RECOMMENDATION.
AT WINDOWS 'A', 'B' AND 'C':
1. REMOVE THE ENTIRE CURTAINWALL SECTION.
2. INFILL WITH TYPICAL EXTERIOR WALL TO MATCH THE “COMPOSITE METAL
PANEL” WALL TYPE.
3. PROVIDE 2 SINGLE FIXED WINDOWS UNITS, ONE AT EACH LEVEL, AT
FRAMES 'A' AND 'C'.
4. AT FRAME 'B', REINSTALL SALVAGED DOOR AND FRAME AT FIRST LEVEL
AND NEW FIXED WINDOW AT UPPER LEVEL.
5. REBUILD THE PARAPET AND REPLACE THE COPING.
ALONG GRID W 0.0:
1. REMOVE THE CEILING ALONG THE WALL.
2. FILL SPACE AROUND BEAM AND BOTTOM OF ROOF DECK WITH CLOSED
CELL SPRAY FOAM INSULATION FROM THE TOP OF THE WINDOW HEAD
FRAME. SEAL TIGHT AT BOTTOM, TOP, AND ALL PENETRATIONS.
3. REPLACE THE CEILING WITH MATERIAL TO MATCH EXISTING (GWB OR
ACT).
4. REPLACE ALL MULLION AND FRAMING PIECES THAT ARE DEFORMED.
APPROXIMATELY 2-4 PIECES, FIELD VERIFY.
5. CLEAN OXIDATION FROM ALL INTERIOR FRAMING AND GLASS AS
RECOMMENDED BY THE MANUFACTURER.
6. REMOVE ALL EXTERIOR GLAZING FROM ENTIRE WALL AND REPLACE WITH
NEW.
AT DOOR FROM FACILITIES OFFICE TO LINK ROOF:
1. REBUILD AND REPLACE THE SEISMIC JOINT.
AT STAIR 03:
1. DISCONNECT WATER LINES TO EXISTING AHU UNIT ABOVE CEILING.
2. ABANDON UNIT IN PLACE.
3. CONNECT PLUMBING LINES TO NEW HVAC UNIT MOUNTED ABOVE DOOR
ALCOVE.
4. ADD NEW ACCESS DOOR TO CEILING IN ALCOVE.
5. PATCH HOLE IN CEILING WHERE EXISTING HVAC UNIT IS ABANDONED.
1. COORDINATE WITH ALL PLANS AND DETAILS FOR CLARIFICATIONS OF DEMOLITION
SCOPE PRIOR TO PROCEEDING.
2. GC TO COMPLY WITH BLDG. CONSTRUCTION CODES AND REGULATIONS.
3. THESE DRAWINGS ARE SUPPLIED TO THE CONTRACTOR AND OTHERS FOR THEIR
USE FOR THIS SPECIFIC PROJECT.
4. THE ORGANIZATION OF DOCUMENTS ARE NOT INTENDED TO CONTROL THE
DIVISION OF WORK. DIVISION OF WORK SHALL BE THE SOLE RESPONSIBILITY OF THE
CONTRACTOR.
5. DIMENSIONS ARE TO FACE OF FINISH AT EXISTING REMAINING WALLS, FACE OF
STUD AT NEW WALLS, OR CENTERLINE OF COLUMNS, UNLESS OTHERWISE NOTED.
6. CONTRACTOR SHALL VERIFY DIMENSIONS, REQUIRED CLEARANCES, AND POWER
AND HVAC REQUIREMENTS FOR ALL ITEMS. NOTIFY OWNERS REPRESENTATIVE OF
ANY DISCREPANCIES PRIOR TO COMMENCEMENT OF WORK.
7. DO NOT SCALE DRAWINGS; VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION.
8. FIELD VERIFY AREA OF WORK. NOTIFY ARCHITECT IMMEDIATELY OF ANY
DISCREPANCIES BETWEEN DEMOLITION SCOPE AND FIELD CONDITIONS. ALL
ELEMENTS NOT SHOWN TO BE DEMOLISHED REQUIRE ARCHITECTS REVIEW AND
APPROVAL.
9. DRAWINGS IN THIS SET USE BACKGROUND IMAGES FROM THE ORIGINAL DESIGN
DOCUMENTS FOR CLARITY OF CONTEXT OF WORK. THESE ARE FOR INFORMATION
ONLY. WORK UNDER THIS CONTRACT IS ANNOTATED WITH DIFFERENT FONT.
CONTACT ARCHITECT IF ANY DISCREPANCY IS DISCOVERED FROM INSTALLED
CONDITIONS..
10. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR DEMOLITION WORK,
INCLUDING BUT NOT LIMITED TO ALL BUILDING SERVICES, UTILITIES, DATA, TELECOM,
SECURITY, FIRE/LIFE SAFETY, AND HVAC SERVING THE BUILDING SHALL REMAIN
OPERATIONAL AND UNAFFECTED BY THE DEMOLITION. ANY DISRUPTIONS IN
SERVICES SHALL BE SCHEDULED WITH THE BUILDING MANAGEMENT OFFICE.
11. PROTECT ALL EXISTING CONSTRUCTION TO REMAIN.
12. CONTRACTOR SHALL PATCH AND REPAIR ALL DAMAGE DUE TO DEMOLITION
AND/OR NEW WORK. THIS INCLUDES WALL SUBSTRATES AND FINISHES, CEILING
MATERIALS AND FINISHES, AND FLOOR SUBSTRATES AND FINISHES. PREPARE
SURFACES TO RECEIVE NEW FINISHES IN ACCORDANCE WITH MANUFACTURE'S
RECOMMENDATIONS. WHERE NOT INDICATED OTHERWISE, REPAIR SHALL MATCH
ADJACENT SUBSTRATE, MATERIALS, TEXTURE, PATTERN, COLOR, AND FINISH. WHERE
PATCHED AREA FINISHES DO NOT MATCH EXACTLY, THE ENTIRE AREA SHALL BE
REPAIRED / REPLACED / REFINISHED TO PROVIDE A UNIFORM FINISH. ALL DAMAGE
CAUSED BY THE CONTRACTOR, WHETHER RELATED TO DEMOLITION OR NEW
CONSTRUCTION, SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE TO MATCH
EXISTING ADJACENT FINISH CONDITION. THIS INCLUDES AREAS OF THE BUILDING
RELATED TO THE PROJECT BUT NOT DIRECTLY IN THE SCOPE OF WORK, SUCH AS LAY-
DOWN AREAS, STORAGE AREAS, AND AREAS WHERE MOVEMENT OF EQUIPMENT AND
MATERIALS TAKES PLACE.
13. EXISTING REMAINING INTERIOR WALLS AFFECTED BY THE AREA OF WORK WILL BE
FLOATED TO SMOOTH SUBSTRATE, SIMILAR TO NEW CONSTRUCTION, AND PAINTED
FLOOR TO CEILING/CORNER TO CORNER. PREPARE FOR INSTALLATION OF NEW
FINISHES PER MANUFACTURES RECOMMENDATIONS.
14. SEE MEP CONSULTANT'S SPECIFICATIONS FOR SCOPE OF DEMOLITION OF
MECHANICAL, ELECTRICAL & PLUMBING WORK.
15. FIRE PROTECTION SYSTEM MUST REMAIN FULLY OPERATIONAL DURING
CONSTRUCTION.
16. A RATED CONSTRUCTION BARRIER MUST BE PROVIDED UNLESS THE AUTHORITY
HAVING JURISDICTION (VISN SAFETY ENGINEER) CONCURS THAT THE CONSTRUCTION
WORK IS NO MORE HAZARDOUS THAN NORMAL OPERATIONS. EXISTING WALLS
CREDITED AS PART OF A RATED CONSTRUCTION BARRIER MUST BE CONFIRMED TO
EXTEND TO THE DECK ABOVE WITH ALL PENETRATIONS FIRESTOPPED. IF WALL
UPGRADES ARE REQUIRED TO ESTABLISH THE RATED CONSTRUCTION BARRIER,
IDENTIFY THIS WORK ON THIS DRAWING. WORK AREAS THAT EXPOSE BUILDING
INSULATION WITHIN THE RATED CONSTRUCTION BARRIERS MUST BE NEGATIVELY
PRESSURIZED ADJACENT TO NON-CONSTRUCTION AREAS. PROVIDE EXHAUST AIR /
NEGATIVE AIR MACHINES AS REQUIRED TO MAINTAIN PRESSURIZATION. USE OF
EXISTING HVAC SYSTEMS ALLOWED ONLY UNDER 100% EXHAUST CONDITIONS (I.E. NO
RECIRCULAITON OF SPACE EXHAUST TO THE REST OF THE FACILTY) AND WITH
PERMISSION OF THE COR. PROVIDE VISIBLE PRESSURE MONITOR PER
SPECIFICATIONS TO VERIFY PRESSURIZATION IS BEING MAINTANED.
17. REFER TO VA GUIDLINES FOR ICRA REQUIREMENTS. ICRA BARRIER
REQUIREMENTS ARE DETERMINED BY THE MEDICAL CENTER ’S INFECTION CONTROL
PROCESS. A RATED BARRIER IS REQUIRED IF THE SPRINKLERS IN THE CONSTRUCTION
AREAS REMAIN IN SERVICE, BUT CEILING REMOVAL WOULD RENDER THEM
INEFFECTIVE SUCH THAT TEMPORARY UPRIGHT SPRINKLERS WOULD HAVE TO BE
INSTALLED IF CEILING REMOVAL LASTS MORE THAN A SHIFT.
18. HAZARDOUS MATERIALS ARE NOT EXPECTED TO BE ENCOUNTERED. HOWEVER, IT
IS POSSIBLE FOR MOLD TO BE FOUND INSIDE WALLS THAT HAVE REMAINED WET. THE
PRESENCE OF MOLD IN THIS LOCATION MAY OR MAY NOT POSE HEALTH RISKS . IF
MOLD IS ENCOUNTERED DURING THE DEMOLITION PROCESS, GC SHALL CONTACT THE
VA IMMEDIATELY. THE VA WILL CONTACT AN INDUSTRIAL HYGENIST TO ASSESS THE
EXTENT OF THE PROBLEM AND RECOMMEND TREATMENT.
PREPARATION REQUIREMENTS:
CONTRACTOR SHALL SUBMIT A WORK SCHEDULE INDICATING PROPOSED SEQUENCE OF
OPERATIONS FOR SELECTIVE DEMOLITION AND CONSTRUCTION WORK TO DESIGN TEAM
AND VA FOR REVIEW. INCLUDE COORDINATION FOR SHUT OFF, CAPPING AND/OR
CONTINUATION OF UTILITY SERVICES AS REQUIRED, TOGETHER WITH DETAILS FOR
DUST AND NOISE CONTROL. PROVIDE DETAILED SEQUENCE OF DEMOLITION AND
REMOVAL WORK TO ENSURE UNINTERRUPTED PROGRESS OF OWNER'S ONSITE
OPERATIONS AND BUILDING OPERATIONS.
CONTRACTOR IS SOLELY RESPONSIBLE FOR SHORING, BRACING, OR SUPPORT TO
PREVENT MOVEMENT, SETTLEMENT OR COLLAPSE OF STRUCTURES TO BE DEMOLISHED
AND ADJACENT FACILITIES TO REMAIN. WORK SHALL BE DONE UNDER THE
SUPERVISION OF A LICENSED STRUCTURAL ENGINEER PROVIDED BY THE CONTRACTOR
AT THE PROJECT SITE. CONTRACTOR SHALL CEASE OPERATIONS AT HIS/HER
DISCRETION AND NOTIFY OWNER AND BUILDING MANAGEMENT IMMEDIATELY IF SAFETY
OF STRUCTURE APPEARS TO BE ENDANGERED. CONTRACTOR SHALL TAKE ALL
NECESSARY PRECAUTIONS AS DIRECTED BY THE CONTRACTOR'S LICENSED
STRUCTURAL ENGINEER TO SAFELY SUPPORT THE STRUCTURE UNTIL A
DETERMINATION IS MADE FOR CONTINUING THE WORK AS DIRECTED BY THE
CONTRACTOR'S LICENSED STRUCTURAL ENGINEER. CONTRACTOR IS SOLELY
RESPONSIBLE FOR DEMOLITION MEANS AND METHODS.
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 -
A
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD A/E:
STAMPCONSULTANT
321 4 5 6 7 8 9 10
Consultant:
Blue Trident, LLC 7829 NE Esperione LN Bainbridge Island, WA 98110 Mobile: (206)972-0645 Lauri Strauss, AIA LEED AP BD&C (907) 317-5040
SPRINKLERED
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COVER AND GENERAL
INFORMATION SHEET
REPAIR BUILDING 100 MOISTURE
BARRIER
ANCHORAGE, ALASKA
463-21-101
FEBRUARY 14, 2024 lms LMS
IFC
ABBREVIATIONS DRAWING SYMBOLS
A
ACT ACOUSTICAL CEILING TILE
ADJ ADJACENT
AFF ABOVE FINISH FLOOR
ALT ALTERNATE
ALUM ALUMINUM
ANOD ANNODIZED
APPROX APPROXIMATE
B
BD BOARD
BLDG BUILDING
BLKG BLOCKING
BOD BOTTOM OF DECK
BOT BOTTOM
C
CAB CABINET(S)
CJ CONROL JOINT
CL CENTER LINE
CLG CEILING
CLO CLOSET
CLR CLEAR
COL COLUMN
CONC CONCRETE
CORR CORRIDOR
CPT CARPET
CT CERAMIC TILE
D
D DEEP/DEPTH
DBL DOUBLE
DEG DEGREE
DEMO DEMOLITION
DF DRINKING FOUNTAIN
DIAM DIAMETER
DIFF DIFFERENCE
DIM DIMENSION
DISP DISPENSER / DISPOSAL
DN DOWN
DWG DRAWING(S)
E
EA EACH
ELEC ELECTRIC
EQ EQUAL
EQUIP EQUIPMENT
EXG EXISTING
EXP JT EXPANSION JOINT
EXT EXTERIOR
F
FACP FIRE ALARM CONTRL PANEL
FD FLOOR DRAIN
FDN FOUNDATION
FE FIRE EXTINGUISHER
FEC FIRE EXTINGUISHER CABINET
FF FINISH FLOOR
FIN FINISH
FLR FLOOR
FOC FACE OF CABINET
FOF FACE OF FINISH
GENERAL
G1.00 COVER AND GENERAL INFORMATION SHEET
G1.01 KEY PLANS
G1.02 KEY ELEVATIONS
ARCHITECTURE
A100 AIR HANDLING ROOM PENTHOUSES
A110 STAIR 04 PANEL REPLACEMENT
A120 ATRIUM CURTAIN WALL AND PARAPET
A130 GLAZED CURTAIN WALL
A140 SEISMIC JOINT AND STAIR HVAC DETAILS
MECHANICAL
ME001 MECH & ELEC.LEGEND, SCHED, CONTROLS
ME101 MECH & ELEC FLOOR PLANS AND DETAILS
REPAIR BUILDING 100 ENVELOPE MOISTURE BARRIER
Alaska VA Healthcare System
PROJECT NUMBER
463-21-101
PROJECT TEAM
PRIME CONTRACT HOLDER
BLUE TRIDENT, LLC
7829 NE ESPERIONE LN
BAINBRIDGE ISLAND, WA 98110
p.206-972-0645 data=E9Ks2YPXY8MG2G7HCjSLP8Hkr3%2B9IL86%2BsG7ny%2F76fo%3D&reserved=0" P.O.C. Emmanuel (Manny) Bautista, PE, F.SAME
MECHANICAL ENGINEER
NOTKIN a P2S COMPANY
920 FIFTH AVE, STE 2300
SEATTLE, WA 98104
p. 206-448-1911
TEST, ADJUST AND BALANCE
W.A.BOTTING CONSULTING, LLC
Woodinville, WA p.425-408-1200
P.O.C. WADE A BOTTING
BUIILDING ENVELOPE SPECIALIST
WETHERHOLT and ASSOC, INC 2639 Parkmont Lane SW, Suite A Olympia, WA 98502 p.360-786-1660
COST ESTIMATE
OCMI, ESTIMATING
1455 NW Leary Way Sst 400 Seattle, WA 98107 p.206-395-9738
DRAWING INDEXSCOPE OF WORK - REFERENCE DRAWINGS FOR EXTENT AT EACH AREA
SHEET A100 - AIR HANDLING ROOM PENTHOUSES
SHEET A110 - ROOF ACCESS STAIR PENTHOUSE SHEET A120 - ATRIUM WALLS
SHEET A130 - GLAZED CURTAIN WALLS
GENERAL NOTES
GOOGLE EARTH IMAGE OF EXISTING FACILITY
FOS FACE OF STUD
FOW FACE OF WALL
G
GA GAUGE
GALV GALVANIZED
GB GRAB BAR
GEN GENERAL
GLU-LAM GLUE LAM BEAM
GWB GYPSUM WALL BOARD
GYP GYPSUM
H
HDWR HARDWARE
HM HOLLOW METAL
HORIZ HORIZONTAL
HT HIGH/HEIGHT
HVAC HEATING VENTILATION AIR
CONDITIONING
I
IBC INTERNATIONAL BUILDING
CODE
ID INTERIOR DESIGN
INFO INFORMATION
INSUL INSULATION
INT INTERIOR
J
JAN JANITOR
JT JOINT
K
KIT KITCHEN
L
LAM LAMINATED
LAV LAVATORY
LF LINEAR FEEET
M
MATL MATERIAL
MAX MAXIMUM
MECH MECHANICAL
MFG MANUFACTURER
MIN MINIMUM
MISC MISCELLANEOUS
MR MOISTURE RESISTANT
MS METAL STUD
MTD MOUNTED
MTL METAL
N
NA NOT APPLICABLE
NAP NAPKIN
NIC NOT IN CONTRACT
NOM NOMINAL
NTS NOT TO SCALE
O
OC ON CENTER
OD OUTSIDE DIAMETER
OH OVERHEAD
OPNG OPENING
OPP OPPOSITE
ORIG ORIGINAL
P
PLAM PLASTIC LAMINATE
PLWD PLYWOOD
PREFAB PRE FABRICATED
PREFIN PRE FINISHED
PT PAINT
PTD PAPER TOWEL DISPENSER
PTN PARTITION
Q
QT QUARRY TILE
R
RAD RADIUS
RB RUBBER
REF REFERENCE
REINF REINFORCING
REQD REQUIRED
RESIL RESILIENT
S
SAN SANITARY
SCHED SCHEDULE
SF SQUARE FOOT
SHT SHEET
SHWR SHOWER
SIM SIMILAR
SOG SLAB ON GRADE
SS STAINLESS STEEL
STD STANDARD
STL STEEL
STO STORAGE
T
TEMP TEMPORARY
THK THICK
THRU THROUGH
TLT TOILET
TO TOP OF
TPD TOILET PAPER DISPENSER
TPTN TOILET PARTITION
TYP TYPICAL
U
UC UNDER COUNTER / UNDER
CABINET
UNFIN UNFINISHED
UNO UNLESS NOTED OTHERWISE
V
VAR VARIES
VCT VINYL COMPOSITION TILE
VERT VERTICAL
VEST VESTIBULE
W
W WIDE/WIDTH
W/ WITH
W/I WITHIN
W/O WITHOUT
WC WATER CLOSET
WWF WELDED WIRE FABRIC
Revisions: Date:
SHEET A140 - SEISMIC JOINT & STAIR HVAC DETAILS
B-02/13/07
B-02/13/07 B-02/13/07
B-02/13/07
B-02/13/07
LOBBY
LOBBY
FP-02/13/07 FP-02/13/07
FP-02/13/07
FP-02/13/07
FP-02/13/07
0'0 N
9'0 N
18'0 N
48'0 N
78'0 N
108'0 N
340'0 E
310'0 E
280'0 E
250'0 E
220'0 E
190'0 E
160'0 E
130'0 E
100'0 E
70'0 E
40'0 E
10'0 E
0'0 E
258'0 N
30'0 S
99'0 W
60'0 S90'0
S120'0 S150'0
S180'0 S210'0
S
240'0 S270'0
S300'0 S
228'0 N
198'0 N
168'0 N
138'0 N
108'0 N
78'0 N
48'0 N
18'0 N
9'0 N
0'0 N
69'0 W
39'0 W
9'0 W
0'0 W
0'0 S
136' 11 N
276'2 N
LFP- 02/13/07
B-02/13/07
B-02/13/07 B-02/13/07
B-02/13/07
B-02/13/07
N 261'1
N 281'1
N 301'1
N 321'1
N 341'1
N 361'1
N 381'1
N 401'1
N 421'1
N 441'1
N 461'1
N 481'1
N 501'1
N 521'1
N 541'1
N 557'0
N 562'11
NE
8'8
NE
0'
E 9'4
E 0'8
NW 0'
NW 17
'5
NW
'5
NW
'5
NW
'8
NW
'7
NW 71
'8
FP-02/13/07
D DD D
D DD D
D DD D
DD DD
BIOMED
120/89
SEC
-/64
BIOMED
120/89
0'0 N
9'0 N
18'0 N
48'0 N
78'0 N
108'0 N
340'0 E
310'0 E
280'0 E
250'0 E
220'0 E
190'0 E
160'0 E
130'0 E
100'0 E
70'0 E
40'0 E
10'0 E
0'0 E
258'0 N
30'0 S
99'0 W
60'0 S90'0
S120'0 S150'0
S180'0 S210'0
S
240'0 S270'0
S300'0 S
228'0 N
198'0 N
168'0 N
138'0 N
108'0 N
78'0 N
48'0 N
18'0 N
9'0 N
0'0 N
69'0 W
39'0 W
9'0 W
0'0 W
0'0 S
136' 11 N
276'2 N
N 261'1
N 281'1
N 301'1
N 321'1
N 341'1
N 361'1
N 381'1
N 401'1
N 421'1
N 441'1
N 461'1
N 481'1
N 501'1
N 521'1
N 541'1
N 557'0
N 562'11
NE
8'8
NE
0'
E 9'4
E 0'8
NW 0'
NW 17
'5
NW
'5
NW
'5
NW
'8
NW
'7
NW 71
'8
LFP-02/13/07
B-02/13/07
B-02/13/07 B-02/13/07
B-02/13/07
B-02/13/07
3A102
3A100
3B100
3C101
3D101
3A101
3C100
3D100
2A4
2A5 2A3 2A1
2B1
2D1
2D2
2D4
2D3
2D5
2D6
2C2
2C1
AIR HANDLING
ROOM
AIR HANDLING
ROOM
AIR HANDLING
ROOM
AIR HANDLING
ROOM
AIR HANDLING
ROOM
ELEC.
3ER3
ELEC.
3ER1
ELEC.
3ER2
STAIR
MECH.
SHAFT
MECH.
SHAFT MECH.
SHAFT
MECH.
SHAFT
MECH.
SHAFT
MECH.
SHAFT
MECH.
SHAFT
MECH.
SHAFT
MECH.
SHAFT
MECH.
SHAFT
MECH.
SHAFT
MECH.
SHAFT
MECH.
SHAFT
FEC
FEB
FEBFEB
FEB
FEB
FEB
FEB
FEB
FEB
FEB
FEB
FEB
FEB
FA
CE
O F
SH
AF
T
SHAFT BELOW
0'0 N
9'0 N
18'0 N
48'0 N
78'0 N
108'0 N
340'0 E
310'0 E
280'0 E
250'0 E
220'0 E
190'0 E
160'0 E
130'0 E
100'0 E
70'0 E
40'0 E
10'0 E
0'0 E
258'0 N
30'0 S
99'0 W
60'0 S90'0
S120'0 S150'0
S180'0 S210'0
S
240'0 S270'0
S300'0 S
228'0 N
198'0 N
168'0 N
138'0 N
108'0 N
78'0 N
48'0 N
18'0 N
9'0 N
0'0 N
69'0 W
39'0 W
9'0 W
0'0 W
0'0 S
136' 11 N
276'2 N
LFP-02/13/07
B-02/13/07
B-02/13/07 B-02/13/07
B-02/13/07
B-02/13/07
3A102
3A100
3B100
3C101
3D101
3A101
3C100
3D100
2A4
2A5 2A3 2A1
2B1
2D1
2D2
2D4
2D3
2D5
2D6
2C2
2C1
AIR HANDLING
ROOM
AIR HANDLING
ROOM
AIR HANDLING
ROOM
AIR HANDLING
ROOM
AIR HANDLING
ROOM
ELEC.
3ER3
ELEC.
3ER1
ELEC.
3ER2
STAIR
MECH.
SHAFT
MECH.
SHAFT MECH.
SHAFT
MECH.
SHAFT
MECH.
SHAFT
MECH.
SHAFT
MECH.
SHAFT
MECH.
SHAFT
MECH.
SHAFT
MECH.
SHAFT
MECH.
SHAFT
MECH.
SHAFT
MECH.
SHAFT
AS201
20 20
LOWER
ROOF
UPPER
ROOF
UPPER
ROOF
LOWER
ROOF
LOWER
ROOF
UPPER
ROOF
LOWER
ROOF
LOWER
ROOF
UPPER
ROOF
LOWER
ROOF
UPPER
ROOF
UPPER
ROOF
0'0 N
9'0 N
18'0 N
48'0 N
78'0 N
108'0 N
340'0 E
310'0 E
280'0 E
250'0 E
220'0 E
190'0 E
160'0 E
130'0 E
100'0 E
70'0 E
40'0 E
10'0 E
0'0 E
258'0 N
30'0 S
99'0 W
60'0 S90'0
S120'0 S150'0
S180'0 S210'0
S
240'0 S270'0
S300'0 S
228'0 N
198'0 N
168'0 N
138'0 N
108'0 N
78'0 N
48'0 N
18'0 N
9'0 N
0'0 N
69'0 W
39'0 W
9'0 W
0'0 W
0'0 S
136' 11 N
276'2 N
0'0 N
9'0 N
18'0 N
48'0 N
78'0 N
108'0 N
340'0 E
310'0 E
280'0 E
250'0 E
220'0 E
190'0 E
160'0 E
130'0 E
100'0 E
70'0 E
40'0 E
10'0 E
0'0 E
258'0 N
30'0 S
99'0 W
60'0 S90'0
S120'0 S150'0
S180'0 S210'0
S
240'0 S270'0
S300'0 S
228'0 N
198'0 N
168'0 N
138'0 N
108'0 N
78'0 N
48'0 N
18'0 N
9'0 N
0'0 N
69'0 W
39'0 W
9'0 W
0'0 W
0'0 S
136' 11 N
276'2 N
LFP-02/13/07
0'0 N
9'0 N
18'0 N
48'0 N
78'0 N
108'0 N
340'0 E
310'0 E
280'0 E
250'0 E
220'0 E
190'0 E
160'0 E
130'0 E
100'0 E
70'0 E
40'0 E
10'0 E
0'0 E
258'0 N
30'0 S
99'0 W
60'0 S90'0
S120'0 S150'0
S180'0 S210'0
S
240'0 S270'0
S300'0 S
228'0 N
198'0 N
168'0 N
138'0 N
108'0 N
78'0 N
48'0 N
18'0 N
9'0 N
0'0 N
69'0 W
39'0 W
9'0 W
0'0 W
0'0 S
136' 11 N
276'2 N
A130 C1
A140 C3
A120 B8
A100 C6
A110 B9
REMOVE ONE PIECE OF COPING THAT IS
NOTICABLY WIDER THAN THE ADJACENT PIECES
(APPROX. LOCATION SHOWN). REPLACE WITH
CORRECTLY SIZED COPING PIECE TO MATCH
EXISTING. SPLICE, OVERLAP AND SET IN
SEALANT SIMILAR TO DETAIL F4/A110.
REMOVE AND
REPLACE SCUPPERS
ON ALL PENTHOUSES
REMOVE AND
REPLACE SCUPPERS
ON ALL PENTHOUSES
REMOVE AND
REPLACE SCUPPERS
ON ALL PENTHOUSES
REMOVE AND REPLACE
SCUPPERS ON ATRIUM
HIGH ROOF
A110 F1
TYP.
A110 F1
TYP.
A110 F1
TYP.
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 -
A
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD A/E:
STAMPCONSULTANT
321 4 5 6 7 8 9 10
Consultant:
Blue Trident, LLC 7829 NE Esperione LN Bainbridge Island, WA 98110 Mobile: (206)972-0645 Lauri Strauss, AIA LEED AP BD&C (907) 317-5040
SPRINKLERED
C :\U se rs
\la ur i\O ne
D riv e\ d2
L- Pr oj ec ts \2
7-
1_
An ch or ag e re pa ir bl dg e nv lp \0
4- D
ES
IG
N \R
EV
IT
\2
7-
1_ re pa ir bl dg
R
EB
ID
.rv t
2/ 7/
0:
:1
AM
G1.01
KEY PLANS REPAIR BUILDING 100 MOISTURE
BARRIER
ANCHORAGE, ALASKA
463-21-101
FEBRUARY 14, 2024 Checker Author
IFC
1" = 50'-0"F7 OVERALL FLOOR PLAN - LEVEL 1
1" = 50'-0"D7 OVERALL LEVEL 2 FLOOR PLAN
1" = 50'-0"F1 OVERALL LEVEL 3 LOWER ROOF PLAN
1" = 50'-0"D1 OVERALL LEVEL 4 UPPER ROOF PLAN
E 340'0
E 310'0
E 280'0
E 250'0
E 220'0
E 190'0
E 160'0
E 130'0
E 100'0
E 70'0
E 40'0
E 10'0
E 0'0
S 30'0
S 0'0
N 258'0
N 228'0
N 198'0
N 168'0
N 138'0
N 108'0
N 78'0
N 48'0
N 18'0
N 9'0
N 0'0
S 300'0
S 270'0
S 240'0
S 210'0
S 180'0
S 150'0
S 120'0
S 90'0
S 60'0
S 30'0
S 0'0
S 300'0
S 270'0
S 240'0
S 150'0
S 120'0
S 90'0
S 60'0
S 30'0
N 258'0
N 228'0
N 198'0
N 168'0
N 138'0
N 108'0
N 78'0
N 48'0
S 210'0
S 180'0
E 340'0
E 310'0
E 280'0
E 250'0
E 220'0
E 190'0
E 160'0
E 130'0
W 99'0
W 69'0
W 39'0
W 9'0
W 0'0
E 100'0
N 258'0
N 228'0
N 18'0
N 9'0
N 0'0
S 0'0
340'0 E
310'0 E
280'0 E
250'0 E
220'0 E
190'0 E
160'0 E
130'0 E
100'0 E
70'0 E
40'0 E
10'0 E
0'0 E
30'0 S
0'0 S
258'0 N
228'0 N
198'0 N
168'0 N
138'0 N
108'0 N
78'0 N
48'0 N
18'0 N
9'0 N
0'0 N
300'0 S
270'0 S
240'0 S
210'0 S
180'0 S
150'0 S
120'0 S
90'0 S
60'0 S
30'0 S
0'0 S
300'0 S
270'0 S
240'0 S
150'0 S
120'0 S
90'0 S
60'0 S
30'0 S
0'0 S
258'0 N
228'0 N
198'0 N
168'0 N
138'0 N
108'0 N
78'0 N
48'0 N
18'0 N
9'0 N
0'0 N
210'0 S
180'0 S
340'0 E
310'0 E
280'0 E
250'0 E
220'0 E
190'0 E
160'0 E
130'0 E
99'0 W
69'0 W
39'0 W
9'0 W
0'0 W
100'0 E
258'0 N
228'0 N
0'-0"
FIRST FLOOR LEVEL
+14'-6"
SECOND FLOOR LEVEL
+31'-8"
TOP OF PARAPET
0'-0"
FIRST FLOOR LEVEL
+14'-6"
CLINIC SECOND FLOOR LEVEL
+44'-0"
TOP OF
PENTHOUSE
TOP OF ROOF
+42'-10"
0'-0"
+14'-6"
SECOND
FLOOR LEVEL
FIRST
FLOOR LEVEL
TOP OF ROOF
+42'-10"
0'-0"
FIRST FLOOR LEVEL
+14'-6"
SECOND FLOOR LEVEL
+31'-8"
TOP OF PARAPET
TOP OF ROOF
+42'-10"
+31'-8"
TOP OF
PARAPET
+31'-8"
TOP OF
PARAPET
+44'-0"
TOP OF
PENTHOUSE
+44'-0"
TOP OF
PENTHOUSE
+44'-0"
TOP OF
PENTHOUSE
0'-0"
FIRST FLOOR LEVEL
+14'-6"
CLINIC SECOND FLOOR LEVEL
+44'-0"
TOP OF
PENTHOUSE
TOP OF ROOF
+42'-10"
+31'-8"
TOP OF
PARAPET
NORTH ELEVATION - KEY
EAST ELEVATION - KEY
SOUTH ELEVATION - KEY
WEST ELEVATION - KEY
PER DETAILS B4 AND D4/A100, REMOVE EXISTING
METAL PANELS (MP), RELATED FRAMING, AND
LOUVERS ENTIRE LENGTH OF WALL
PER DETAILS B4 AND D4/A100, REMOVE EXISTING
METAL PANELS (MP), RELATED FRAMING, AND
LOUVERS ENTIRE LENGTH OF WALL
PER DETAILS B4 AND D4/A100, REMOVE EXISTING
METAL PANELS (MP), RELATED FRAMING, AND
LOUVERS ENTIRE LENGTH OF WALL
PER DETAILS B4 AND D4/A100, REMOVE EXISTING
METAL PANELS (MP), RELATED FRAMING, AND
LOUVERS ENTIRE LENGTH OF WALL
PER DETAILS B4 AND D4/A100, REMOVE EXISTING
METAL PANELS (MP), RELATED FRAMING, AND
LOUVERS ENTIRE LENGTH OF WALL
PER DETAILS B4 AND D4/A100, REMOVE EXISTING
METAL PANELS (MP), RELATED FRAMING, AND
LOUVERS ENTIRE LENGTH OF WALL
PER DETAILS B4 AND D4/A100, REMOVE EXISTING
METAL PANELS (MP), RELATED FRAMING, AND
LOUVERS ENTIRE LENGTH OF WALL
PER DETAILS B4 AND D4/A100, REMOVE EXISTING
METAL PANELS (MP), RELATED FRAMING, AND
LOUVERS ENTIRE LENGTH OF WALL
REMOVE EXISTING METAL PANELS
(MP) AND RELATED FRAMING ENTIRE
LENGTH OF WALL - REF B9/A110
REMOVE EXISTING METAL PANELS
(MP) AND RELATED FRAMING ENTIRE
LENGTH OF WALL - REF B9/A110
BA130
E1
AA130
E1 REMOVE EXISTING CURTAIN WALL FULL WALL
HEIGHT AND REPLACE WITH WALL
CONSTRUCTION AND PUNCHED WINDOWS
REMOVE EXISTING CURTAIN WALL FULL WALL
HEIGHT AND REPLACE WITH WALL
CONSTRUCTION AND PUNCHED WINDOWS
INSTALL CLOSED CELL SPRAY FOAM
INSULATION AT BOTTOM OF STEEL STRUCTURE
1ST AND 2ND FLOORS FROM ATRIUM TO POINT
WHERE NEW ADDITION CONNECTS REF B9/A130
NEW AHU-16 UNIT
A140 F1
REMOVE EXISTING METAL PANELS (MP) AND
RELATED FRAMING ENTIRE LENGTH OF
ATRIUM WALL REF B8/A120
REMOVE EXISTING METAL PANELS (MP)
ABOVE ATRIUM AND RELATED FRAMING
ENTIRE LENGTH OF WALL REF B8/A120
CA130
E1 REMOVE EXISTING CURTAIN WALL FULL WALL
HEIGHT AND REPLACE WITH WALL
CONSTRUCTION AND PUNCHED WINDOWS
DIAGONAL HATCHING
INDICATES APPROXIMATE AREA
OF FUTURE BUILDING ADDITION
SHADING INDICATES RECESSED BLDG
FACE UNDER CANOPY
PER DETAILS B4 AND D4/A100, REMOVE EXISTING
METAL PANELS (MP), RELATED FRAMING, AND
LOUVERS ENTIRE LENGTH OF WALL
REMOVE AND REPLACE SCUPPERS
ON ALL PENTHOUSES PER F1 / A110
REMOVE AND REPLACE SCUPPERS
ON ALL PENTHOUSES PER F1 / A110
REMOVE AND REPLACE SCUPPERS
ON ALL PENTHOUSES PER F1 / A110
REMOVE AND REPLACE SCUPPERS
ON ALL PENTHOUSES AND ATRIUM
HIGH ROOF PER F1 / A110
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 -
A
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD A/E:
STAMPCONSULTANT
321 4 5 6 7 8 9 10
Consultant:
Blue Trident, LLC 7829 NE Esperione LN Bainbridge Island, WA 98110 Mobile: (206)972-0645 Lauri Strauss, AIA LEED AP BD&C (907) 317-5040
SPRINKLERED
C :\U se rs
\la ur i\O ne
D riv e\ d2
L- Pr oj ec ts \2
7-
1_
An ch or ag e re pa ir bl dg e nv lp \0
4- D
ES
IG
N \R
EV
IT
\2
7-
1_ re pa ir bl dg
R
EB
ID
.rv t
2/ 7/
0:
:1
AM
G1.02
KEY ELEVATIONS REPAIR BUILDING 100 MOISTURE
BARRIER
ANCHORAGE, ALASKA
463-21-101
FEBRUARY 14, 2024 Checker Author
IFC
1" = 20'-0"F1 KEY ELEVATIONS
B-02/13/07
B-02/13/07
3A102
3A100
3B100
3C101
3D101
3A101
3C100
3D100
2A4
2A5 2A3 2A1
2B1
2D1
2D2
2D4
2D3
2D5
2D6
2C2
2C1
AIR HANDLING
ROOM
AIR HANDLING
ROOM
AIR HANDLING
ROOM
AIR HANDLING
ROOM
AIR HANDLING
ROOM
ELEC.
3ER3
ELEC.
3ER1
ELEC.
3ER2
STAIR
MECH.
SHAFT
MECH.
SHAFT MECH.
SHAFT
MECH.
SHAFT
MECH.
SHAFT
MECH.
SHAFT
MECH.
SHAFT
MECH.
SHAFT
MECH.
SHAFT
MECH.
SHAFT
MECH.
SHAFT
MECH.
SHAFT
MECH.
SHAFT
FEC
FEB
FEBFEB
FEB
FEB
FEB
FEB
FEB
FEB
FEB
FEB
FEB
FEB
FA
CE
O F
SH
AF
T
SHAFT BELOW
0'0 N
9'0 N
18'0 N
48'0 N
78'0 N
108'0 N
340'0 E
310'0 E
280'0 E
250'0 E
220'0 E
190'0 E
160'0 E
130'0 E
100'0 E
70'0 E
40'0 E
10'0 E
0'0 E
258'0 N
30'0 S
99'0 W
60'0 S90'0
S120'0 S150'0
S180'0 S210'0
S
240'0 S270'0
S300'0 S
228'0 N
198'0 N
168'0 N
138'0 N
108'0 N
78'0 N
48'0 N
18'0 N
9'0 N
0'0 N
69'0 W
39'0 W
9'0 W
0'0 W
0'0 S
136' 11 N
276'2 N
LFP-02/13/07
GRID
VA
RI
ES
2' 6"
1'-4"
VA
RI
ES
8"
7" M A X
TY
P.
7" M A X
TY
P.
11" MIN. TYP.
FORMED METAL PLANK
GRATING STAIR TREADS
STEEL STRINGER
SINGLE PLY WALKWAY
SINGLE PLY ROOFING MEMBRANE
RECOVERY BOARD
RIGID INSULATION
GLASS MAT GYPSUM SUBSTRATE
VAPOR RETARDER
METAL DECKING
6" METAL STUDS WITH BATT
INSULATION
GLASS MAT GYPSUM SUBSTRATE
6"
1/ 2"
6" M
IN
TY
P.
REPLACE DOOR THRESHOLD
REPLACE DOOR
THRESHOLD
REPLACE DOOR THRESHOLD
REPLACE DOOR
THRESHOLD
REMOVE AND
REINSTALL LOUVER
REMOVE AND
REINSTALL LOUVER
REPLACE DOOR THRESHOLD
REPLACE DOOR
THRESHOLD
REMOVE AND
REINSTALL LOUVER
REMOVE AND REINSTALL
LOUVER
REPLACE DOOR THRESHOLD
REMOVE AND REINSTALL
LOUVER
REMOVE AND REINSTALL
LOUVER
NEW METAL COPING TO MATCH
EXISTING COPING
SLOPED 2" THICK TYPE IX EPS
RIGID INSULATION AT TOP OF WALL
ADHERED TO ROOFING MEMBRANE
3" RIGID MINERAL WOOL INSULATION
FIBERGLASS GIRT CLIP SYSTEM
FASTENED TO METAL WALL STUDS
AT 24" O.C. VERT MAX
EXISTING CORRUGATED METAL SIDING
MOUNTED TO FIBERGLASS CLIPS -
CONCEALED MOUNTING - REINSTALL
UNDAMAGED PIECES - REPLACE
DAMAGED PIECES WITH NEW
EXISTING AIR BARRIER TO REMAIN -
FIELD VERIFY INTEGRITY I.E. NO
TEARS, GAPS, HOLES, AND REPLACE
ALL DAMAGED PORTIONS AS REQ'D
CAREFULLY REMOVE
EXISTING CORRUGATED
METAL SIDING W/
CONCEALED MOUNTING
AND - SALVAGE FOR
REINSTALLATION
CAREFULLY REMOVE
EXISTING METAL COPING
TO ENSURE NO DAMAGE
TO MEMBRANES
CONT. ROOFING MEMBRANE
WRAPPED OVER TOP OF WALL
EXISTING CONSTRUCTION TO
REMAIN SHOWN IN HALFTONE2'
- 0
REMOVE TOP STEP/LANDING AS REQUIRED
TO ACCESS WALL BELOW DOOR - SALVAGE
FOR REINSTALLATION
18GA BENT METAL COPING - MOUNT ON CLEAT AT
EXTERIOR AND SCREW TO METAL STUD WALL ON
INTERIOR - PROVIDE NON-SLIP COATING ACROSS
TOP - SLOPE FRONT EDGE TO EXTERIOR
TPO ROOFING MEMBRANE LAPPED OVER TOP
OF WALL AND DOWN EACH SIDE MIN. 6" - SET
IN FULL BED OF ADHESIVE/ SEALANT AS
RECOMMENDED BY ROOFING MANUF.
2" THICK TYPE IX EPS RIGID INSULATION
FULL WIIDTH OF DOOR OPENING
4" 1/2
4"
2 3/4"
REMOVE EXISTING SADDLE
THRESHOLD - SAWCUT APPROX. 2"
OFF TOP OF THRESHOLD WALL AND
REMOVE METAL TOP TRACK - LEAVE
EXG ROOFING MEMBRANE FLASHING
TO THE EXTENT POSSIBLE
FIELD VERIFY INSULATION CONDITION - REMOVE
AND REPLACE WET OR SAGGING INSULATION -
PROVIDE NEW METAL TOP TRACK - PATCH AND
REPAIR OR REPLACE DAMAGED GYP.
SHEATHING AND GYP. BD AS REQUIRED
BOTT. OF EXG DOOR JAMBS - SLIDE
NEW METAL COPING UNDER JAMBS
AND FIT TIGHT TO SIDE WALLS
PLAN VIEW AT NEW THRESHOLD COPING
8" FIELD VERIFY AT LARGER DOORS
3' - 0"
FABRICATE COPING IN 2 SECTIONS - INSTALL SHORT
PIECE FIRST - SLIDING IT UNDER THE EXISTING
JAMB ON THE HINGE SIDE - INSTALL LONG PIECE
SLIDING IT UNDER THE LATCH SIDE JAMB - SET END
IN TWO BEADS OF SEALANT AND OVERLAP 4" MIN.
SLOPE
HINGE
SIDE OF
DOOR
PROVIDE NEW DOOR BOTTOM
SWEEP W/ DRIP AND NEW WEATHER
STRIPPING AT HEAD AND JAMBS
2 3 /4"
3" RIGID MINERAL WOOL INSULATION
FIBERGLASS GIRT CLIP SYSTEM
FASTENED TO METAL WALL STUDS
AT 24" O.C. VERT MAX
EXISTING CORRUGATED METAL
SIDING MOUNTED TO
FIBERGLASS CLIPS -
CONCEALED MOUNTING -
REINSTALL UNDAMAGED
PIECES - REPLACE DAMAGED
PIECES WITH NEW
EXISTING AIR BARRIER TO REMAIN -
FIELD VERIFY INTEGRITY I.E. NO
TEARS, GAPS, HOLES, AND REPLACE
ALL DAMAGED PORTIONS AS REQ'D
PROVIDE NEW 6" HIGH
METAL FLASHING ALONG
BOTTOM OF WALL - SEAL
TO EXISTING AIR BARRIER
WITH SELF ADHERING
FLASHING TAPE
CAREFULLY REMOVE
EXISTING CORRUGATED
METAL SIDING W/
CONCEALED MOUNTING
AND - SALVAGE FOR
REINSTALLATION
EXISTING CONSTRUCTION TO
REMAIN SHOWN IN HALFTONE
PROVIDE A BEAD OF SPRAY FOAM
ALONG THE BOTTOM EDGE OF THE
DRYWALL WHERE IT MEETS THE
TOP OF THE CONCRETE CURB.
TRIM LOOSE PORTIONS OF
VAPOR RETARDER AT THE TOP
OF THE CONCRETE CURB
3" MINERAL WOOL
RIGID INSULATION
CONT. FLASHING TAPE - 8" WIDE
MINIMUM - LAP OVER FLASHING LEG
BREAK METAL FLASHING TO
MATCH SIDING PANELS -
FASTEN TO EXG STUD
FRAMING - SLOPE TO DRAIN
EXG HM DOOR AND
FRAME TO REMAIN
BACKER ROD AND
SEALANT, TYP
EXISTING CONSTRUCTION TO
REMAIN SHOWN HALFTONE
3" MINERAL WOOL
RIGID INSULATION
CONT. BREAK METAL
FLASHING TO MATCH SIDING
PANELS - FASTEN TO
FIBERGLASS CLIPS AND
THRU TO METAL STUDS
EXG HM DOOR AND
FRAME TO REMAIN
REPLACE
BACKER
ROD AND
SEALANT,
TYP
EXISTING CONSTRUCTION TO
REMAIN SHOWN HALFTONE
EXISTING LOUVER TO BE
REMOVED AND
REINSTALLED AS REQUIRED
TO ADDRESS WATER
DAMAGED INTERIOR WALLS
EXG WALL AND
HEADER TO REMAIN
3" MINERAL WOOL
RIGID INSULATION
CONT. FLASHING TAPE -
LAP OVER FLASHING LEG
BREAK METAL FLASHING TO
MATCH SIDING PANELS -
FASTEN TO EXG STUD
FRAMING - SLOPE TO DRAIN
REPLACE BACKER ROD
AND SEALANT, TYP
EXISTING CONSTRUCTION TO
REMAIN SHOWN HALFTONE
EXISTING CORRUGATED METAL
SIDING MOUNTED TO
FIBERGLASS CLIPS - CONCEALED
MOUNTING - REINSTALL
UNDAMAGED PIECES - REPLACE
DAMAGED PIECES WITH NEW
FIBERGLASS GIRT CLIP
SYSTEM FASTENED TO
METAL WALL STUDS AT
24" O.C. VERT MAX
8"
BUTYL FLASHING TAPE - WRAP
UP WALL AND AROUND
HEADER - TURN UP TO FORM
END DAMS AT THE SILL-TO-
JAMB TRANSITION, AND AT THE
ENDS OF THE HEAD FLASHING
HEAD CONDITION
SHOWN - JAMB
CONDITION IS SIMILAR
REPLACE WATER
DAMAGED GYP.BD
PROFILE OF FLASHING
AT JAMBS
EXISTING LOUVER TO BE
REMOVED AND REINSTALLED AS
REQUIRED TO ADDRESS WATER
DAMAGED INTERIOR WALLS
EXG WALL AND SILL
CONSTRUCTION TO REMAIN
3" MINERAL WOOL RIGID INSULATION
CONT. FLASHING TAPE -
LAP OVER FLASHING LEG
BREAK METAL FLASHING TO
MATCH SIDING PANELS -
FASTEN TO EXG STUD
FRAMING - SLOPE TO DRAIN
REPLACE BACKER ROD
AND SEALANT, TYP
EXISTING CONSTRUCTION TO
REMAIN SHOWN HALFTONE
EXISTING CORRUGATED METAL SIDING
MOUNTED TO FIBERGLASS CLIPS -
CONCEALED MOUNTING - REINSTALL
UNDAMAGED PIECES - REPLACE
DAMAGED PIECES WITH NEW
FIBERGLASS GIRT CLIP
SYSTEM FASTENED TO
METAL WALL STUDS AT 24"
O.C. VERT MAX
BUTYL FLASHING TAPE - WRAP UP
WALL AND OVER TOP OF WALL -
TURN UP TO FORM END DAMS AT THE
SILL-TO-JAMB TRANSITION, AND AT
THE ENDS OF THE HEAD FLASHING
CREATE SILL DAM BY TURNING UP
END OF METAL FLASHING AT INT.
FACE OF STUD
8"
REPLACE WATER DAMAGED GYP.BD
3" RIGID MINERAL WOOL INSULATION
FIBERGLASS GIRT CLIP SYSTEM
FASTENED TO METAL WALL STUDS
NEW BENT METAL WALL PANEL CORNER
CLADDING - PROVIDE AT ALL CORNERS
FULL HEIGHT OF WALL
EXISTING AIR BARRIER TO
REMAIN - FIELD VERIFY
INTEGRITY I.E. NO TEARS, GAPS,
HOLES, AND REPLACE ALL
DAMAGED PORTIONS AS REQ'D
AND SEALL ALL GAPS TIGHT
CAREFULLY REMOVE
EXISTING METAL WALL
PANEL CLADDING AND
HANGING RAILS - SALVAGE
FOR REINSTALLATION -
PROVIDE NEW PANELS
WHERE DAMAGE OCCURS
EXISTING CONSTRUCTION TO
REMAIN SHOWN IN HALFTONE
A110 F4
SIM AT
PARAPET 8"
8"
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 -
A
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD A/E:
STAMPCONSULTANT
321 4 5 6 7 8 9 10
Consultant:
Blue Trident, LLC 7829 NE Esperione LN Bainbridge Island, WA 98110 Mobile: (206)972-0645 Lauri Strauss, AIA LEED AP BD&C (907) 317-5040
SPRINKLERED
C :\U se rs
\la ur i\O ne
D riv e\ d2
L- Pr oj ec ts \2
7-
1_
An ch or ag e re pa ir bl dg e nv lp \0
4- D
ES
IG
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\2
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0:
:1
AM
A100
AIR HANDLING ROOM
PENTHOUSES
REPAIR BUILDING 100 MOISTURE
BARRIER
ANCHORAGE, ALASKA
463-21-101
FEBRUARY 14, 2024 BC LMS
IFC
PER DETAILS B4 AND D4, REMOVE
EXISTING METAL PANELS (MP) AND
RELATED FRAMING ENTIRE
LENGTH OF WALL
LEGEND
1" = 40'-0"C6 AIR HANDLING ROOM PENTHOUSES
1 1/2" = 1'-0"B4 CORRUGATED METAL PARAPET
1 1/2" = 1'-0"F7
DOOR THRESHOLD REPLACEMENT
PENTHOUSES
1 1/2" = 1'-0"D4 CORRUGATED METAL BOTTOM OF WALL
3" = 1'-0"B3 EXT DOOR HEAD CORRUGATED PANEL
3" = 1'-0"C3 EXT DOOR JAMB CORRUGATED PANEL
6" = 1'-0"C1 LOUVER HEAD/JAMB SECTION
6" = 1'-0"E1 LOUVER SILL SECTION
3" = 1'-0"E4 OUTSIDE CORNER PENTHOUSE
B-02/13/07
B-02/13/07
3A102
3A100
3B100
3C101
3D101
3A101
3C100
3D100
2A4
2A5 2A3 2A1
2B1
2D1
2D2
2D4
2D3
2D5
2D6
2C2
2C1
AIR HANDLING
ROOM
AIR HANDLING
ROOM
AIR HANDLING
ROOM
AIR HANDLING
ROOM
AIR HANDLING
ROOM
ELEC.
3ER3
ELEC.
3ER1
ELEC.
3ER2
STAIR
MECH.
SHAFT
MECH.
SHAFT MECH.
SHAFT
MECH.
SHAFT
MECH.
SHAFT
MECH.
SHAFT
MECH.
SHAFT
MECH.
SHAFT
MECH.
SHAFT
MECH.
SHAFT
MECH.
SHAFT
MECH.
SHAFT
MECH.
SHAFT
AS201
20 20
LOWER
ROOF
UPPER
ROOF
UPPER
ROOF
LOWER
ROOF
LOWER
ROOF
UPPER
ROOF
LOWER
ROOF
LOWER
ROOF
UPPER
ROOF
LOWER
ROOF
UPPER
ROOF
UPPER
ROOF
0'0 N
9'0 N
18'0 N
48'0 N
78'0 N
108'0 N
340'0 E
310'0 E
280'0 E
250'0 E
220'0 E
190'0 E
160'0 E
130'0 E
100'0 E
70'0 E
40'0 E
10'0 E
0'0 E
258'0 N
30'0 S
99'0 W
60'0 S90'0
S120'0 S150'0
S180'0 S210'0
S
240'0 S270'0
S300'0 S
228'0 N
198'0 N
168'0 N
138'0 N
108'0 N
78'0 N
48'0 N
18'0 N
9'0 N
0'0 N
69'0 W
39'0 W
9'0 W
0'0 W
0'0 S
136' 11 N
276'2 N
0'0 N
9'0 N
18'0 N
48'0 N
78'0 N
108'0 N
340'0 E
310'0 E
280'0 E
250'0 E
220'0 E
190'0 E
160'0 E
130'0 E
100'0 E
70'0 E
40'0 E
10'0 E
0'0 E
258'0 N
30'0 S
99'0 W
60'0 S90'0
S120'0 S150'0
S180'0 S210'0
S
240'0 S270'0
S300'0 S
228'0 N
198'0 N
168'0 N
138'0 N
108'0 N
78'0 N
48'0 N
18'0 N
9'0 N
0'0 N
69'0 W
39'0 W
9'0 W
0'0 W
0'0 S
136' 11 N
276'2 N
LFP-02/13/07
0'0 N
9'0 N
18'0 N
48'0 N
78'0 N
108'0 N
340'0 E
310'0 E
280'0 E
250'0 E
220'0 E
190'0 E
160'0 E
130'0 E
100'0 E
70'0 E
40'0 E
10'0 E
0'0 E
258'0 N
30'0 S
99'0 W
60'0 S90'0
S120'0 S150'0
S180'0 S210'0
S
240'0 S270'0
S300'0 S
228'0 N
198'0 N
168'0 N
138'0 N
108'0 N
78'0 N
48'0 N
18'0 N
9'0 N
0'0 N
69'0 W
39'0 W
9'0 W
0'0 W
0'0 S
136' 11 N
276'2 N
6" 6"
M
IN
TY
P.
6"
MI
N.
T
YP
1/ 2"
258'0 N
276'2 N
2C167
1C192
PROGRAM
SUPPORT
GENERATOR
ROOM
C O
LU
M N
LI
N E
18'-2"
FACE OF
STUD
SUSPENDED
GYP. BD. CLG.
CEILING
LINE
1'-4" ℄ GRID
TO F.O.S.
GRID
3' 2"
VA
RI
ES
1'-4"
GRID
1'-4"
REMOVE EXG METAL PANELS
E9
A110
A110 F7
A110 F7
A110 F1
REMOVE AND REPLACE
SCUPPER
NEW CONT. CLOSURE PIECE
MOUNTED ON FIBERGLASS GIRTS
3" RIGID MINERAL WOOL INSULATION
FIBERGLASS GIRT CLIP SYSTEM
FASTENED TO METAL WALL STUDS
EXISTING METAL WALL PANEL
CLADDING - REINSTALL
UNDAMAGED PIECES - REPLACE
DAMAGED PIECES WITH NEW
EXISTING AIR BARRIER TO REMAIN -
FIELD VERIFY INTEGRITY I.E. NO TEARS,
GAPS, HOLES, AND REPLACE ALL
DAMAGED PORTIONS AS REQ'D
CAREFULLY REMOVE
EXISTING METAL
WALL PANEL
CLADDING AND
HANGING RAILS -
SALVAGE FOR
REINSTALLATION TAPE BOTT. OF AIR BARRIER TO TOP OF
ROOF MEMBRANE BEHIND NEW INSULATION
TO PROVIDE CONT MEMBRANE
EXISTING CONSTRUCTION TO
REMAIN SHOWN IN HALFTONE
3" RIGID MINERAL WOOL INSULATION
FIBERGLASS GIRT CLIP SYSTEM
FASTENED TO METAL WALL STUDS
NEW METAL WALL PANEL CORNER
CLADDING - PROVIDE AT BOTH CORNERS
FULL HEIGHT OF WALL
EXISTING AIR BARRIER TO
REMAIN - FIELD VERIFY
INTEGRITY I.E. NO TEARS, GAPS,
HOLES, AND REPLACE ALL
DAMAGED PORTIONS AS REQ'D
CAREFULLY REMOVE
EXISTING METAL
WALL PANEL
CLADDING AND
HANGING RAILS -
SALVAGE FOR
REINSTALLATION
EXISTING CONSTRUCTION TO
REMAIN SHOWN IN HALFTONE
A110 F4
AT PARAPET
3" RIGID MINERAL WOOL INSULATION
FIBERGLASS GIRT CLIP SYSTEM
FASTENED TO METAL WALL STUDS
EXISTING CLADDING HANGING RAILS
MOUNTED TO FIBERGLASS CLIPS
EXISTING METAL WALL
PANEL CLADDING -
REINSTALL
UNDAMAGED PIECES -
REPLACE DAMAGED
PIECES WITH NEW
EXISTING AIR BARRIER TO REMAIN -
FIELD VERIFY INTEGRITY I.E. NO
TEARS, GAPS, HOLES, AND REPLACE
ALL DAMAGED PORTIONS AS REQ'D
CAREFULLY REMOVE
EXISTING METAL
WALL PANEL
CLADDING AND
HANGING RAILS -
SALVAGE FOR
REINSTALLATION
EXISTING CONSTRUCTION TO
REMAIN SHOWN IN HALFTONE
REMOVE EXISTING AND
PROVIDE NEW SEALANT ALL
AROUND DOOR FRAME
EXG DOOR AND FRAME TO REMAIN
EXISTING FLASHING TO REMAIN
1/2" GAP TO REMAIN
8" WIDE MIN. BUTYL FLASHING
TAPE, WRAP OVER FLASHING
LEG AND TO AIR BARRIER
3" RIGID MINERAL WOOL INSULATION
FIBERGLASS GIRT CLIP SYSTEM
FASTENED TO METAL WALL STUDS
NEW JAMB CLOSURE
FRAME PIECE BY PANEL
MANUF. MOUNTED TO
FIBERGLASS CLIPS
EXISTING METAL WALL
PANEL CLADDING -
REINSTALL UNDAMAGED
PIECES - REPLACE DAMAGED
PIECES WITH NEW
EXISTING AIR BARRIER TO REMAIN -
FIELD VERIFY INTEGRITY I.E. NO
TEARS, GAPS, HOLES, AND REPLACE
ALL DAMAGED PORTIONS AS REQ'D
CAREFULLY REMOVE
EXISTING METAL
WALL PANEL
CLADDING AND
HANGING RAILS -
SALVAGE FOR
REINSTALLATION
EXISTING CONSTRUCTION TO
REMAIN SHOWN IN HALFTONE
EXG DOOR AND FRAME TO REMAIN
CONT. BENT METAL END CLOSURE
FASTEN BEHIND CLADDING
FRAMES TO FIBERGLASS CLIPS
REMOVE EXISTING AND PROVIDE NEW
SEALANT ALL AROUND DOOR FRAME
LAP FLASHING PIECES 6"
MINIMUM. PROVIDE 2
CONTINUOUS BEADS OF
BUTYL SEALANT
TYP. ALL FLASHING
CONDITIONS WHERE
FLASHING PIECES MUST
OVERLAP TO CREATE
CONTINUOUS INSTALLATION
PROVIDE CONCEALED
SPLICE PLATES W/ BUTYL
SEALANT AT COPING JOINTS
PER MANUFACTURERS
RECOMMENDATIONS
MITER JOINT WHERE
DIFFERING WALL THICKNESS
MEET AT A CORNER -
(PENTHOUSE WALL
THICKNESSES ARE THE SAME)
AT CONTRACTORS
OPTION, PROVIDE A
PREFABRICATED CORNER
PIECE TO FIT DIFFERENT
WALL THICKNESS -
OVERLAP 6" MIN PAST
INSIDE CORNER
PORTION OF WALL
TO BE REMOVED
AND REPLACED15
6"
A110 E7
A110 B7
FI
EL
D
VE
RI
FY
2'
- 8 1/ 2"
5"
NEW METAL COPING TO MATCH
EXISTING COPING
SLOPED 2" THICK TYPE IX EPS RIGID
INSULATION AT TOP OF WALL - ADHERED
TO ROOFING MEMBRANE
3" RIGID MINERAL WOOL INSULATION
FIBERGLASS GIRT CLIP SYSTEM
FASTENED TO METAL WALL STUDS
EXISTING CLADDING HANGING RAILS
MOUNTED TO FIBERGLASS CLIPS
EXISTING METAL WALL PANEL
CLADDING - REINSTALL
UNDAMAGED PIECES - REPLACE
DAMAGED PIECES WITH NEW
EXISTING AIR BARRIER TO REMAIN -
FIELD VERIFY INTEGRITY I.E. NO
TEARS, GAPS, HOLES, AND REPLACE
ALL DAMAGED PORTIONS AS REQ'D
CAREFULLY REMOVE
EXISTING METAL
WALL PANEL
CLADDING AND
HANGING RAILS -
SALVAGE FOR
REINSTALLATION
CAREFULLY REMOVE
EXISTING METAL COPING
TO ENSURE NO DAMAGE
TO MEMBRANES
CONT. ROOFING MEMBRANE
WRAPPED OVER TOP OF WALL
EXISTING CONSTRUCTION TO
REMAIN SHOWN IN HALFTONE
1/2
1' - 4"
4"
4"
4" 1 1/2"
PROVIDE 1/2" RIGID INSULATION
OVER TOP OF WALL AND EXTEND
MIN 4" PAST WALL STUDS
18 GA. TYPE 304 STAINLESS STEEL
SCUPPER - WELDED ONE PEICE
CONSTRUCTION. FIELD VERIFY WIDTH
AND HEIGHT OF EACH EXG SCUPPER
TO ENSURE TIGHT FIT - FASTEN TO EXG
CONSTRUCTION W/ STAINLESS STEEL
SCREWS
REMOVE TOP LAYER OF ROOFING
AND CORNER PATCHES. REMOVE
EXG METAL SCUPPER.
SAWCUT AND REMOVE TOP STUD TRACK
FOR WIDTH OF SCUPPER OPENING. FILL
GAP WITH SPRAY FOAM INSULATION TO
NEAREST CROSS BRACE BELOW.
SET PIECE OF ICE AND WATER SHIELD
IN FULL BED OF ADHESIVE OVER TOP
OF INSULATION AND DOWN FACE OF
EXTERIOR WALL MATERIAL
3"
TPO MEMBRANE SHEET SET IN
FULL BED OF ADHESIVE PER
MANUF. RECOMM. - OVERLAP
SCUPPER LEGS MIN 4" ALL
DIRECTIONS - RUN INTO
SCUPPER AND SEAL TO METAL
TOP, BOTT AND SIDES
LOOSEN COPING TO ALLOW
INSTALLATION OF TPO MEMBRANE
FLASHING OVER SCUPPER LEG - SET
IN FULL BED OF ADHESIVE SEALANT
FILL GAP BETWEEN FLUTES IN
METAL SOLID WITH LOW
EXPANSION FOAM FLUSH WITH TOP
OF FLASHING - SEAL TOP WITH
COMPATIBLE WATER TIGHT SEALER
STAINLESS STEEL SUPPORT
ANGLE BELOW SCUPPER FULL
WIDTH - FASTEN TO FACE OF
METAL PANELS OVER ICE AND
WATER SHIELD
ADHESIVE SEALANT
BED FULL WIDTH
TPO MEMBRANE
FLASHING SHEET OVER
MEMBRANE SHEET
EXG CONSTRUCTION TO
REMAIN SHOWN HALFTONE
TYP SCUPPER AT AIR
HANDLING PENTHOUSE TO BE
REPLACED - REUSE OR
REPLACE FLASHING PIECES
TYP SCUPPER AT ATRIUM TO
BE REPLACED
TYP SCUPPER - VIEW
FROM ROOF SIDE
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 -
A
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD A/E:
STAMPCONSULTANT
321 4 5 6 7 8 9 10
Consultant:
Blue Trident, LLC 7829 NE Esperione LN Bainbridge Island, WA 98110 Mobile: (206)972-0645 Lauri Strauss, AIA LEED AP BD&C (907) 317-5040
SPRINKLERED
C :\U se rs
\la ur i\O ne
D riv e\ d2
L- Pr oj ec ts \2
7-
1_
An ch or ag e re pa ir bl dg e nv lp \0
4- D
ES
IG
N \R
EV
IT
\2
7-
1_ re pa ir bl dg
R
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ID
.rv t
2/ 7/
0:
:1
AM
A110
STAIR 04 PANEL REPLACEMENT REPAIR BUILDING 100 MOISTURE
BARRIER
ANCHORAGE, ALASKA
463-21-101
FEBRUARY 14, 2024 lms LMS
IFC
REMOVE EXISTING METAL PANELS
(MP) AND RELATED FRAMING
ENTIRE LENGTH OF WALL
LEGEND
1" = 40'-0"B9 STAIR 4 PENTHOUSE
1 1/2" = 1'-0"E7 STAIR WALL TO ROOF DETAIL
3" = 1'-0"F7 OUTSIDE CORNER
6" = 1'-0"C4 EXT DOOR HEAD
6" = 1'-0"E4 EXT DOOR JAMB
1 1/2" = 1'-0"F4 TYP FLASHING at CORNER
1/4" = 1'-0"E9 STAIR 4 SECTION
1 1/2" = 1'-0"B7 STAIR PARAPET DETAIL
3" = 1'-0"F1 TYP. SCUPPER REPLACEMENT DETAIL
B-02/13/07
B-02/13/07
3A102
3A100
3B100
3C101
3D101
3A101
3C100
3D100
2A4
2A5 2A3 2A1
2B1
2D1
2D2
2D4
2D3
2D5
2D6
2C2
2C1
AIR HANDLING
ROOM
AIR HANDLING
ROOM
AIR HANDLING
ROOM
AIR HANDLING
ROOM
AIR HANDLING
ROOM
ELEC.
3ER3
ELEC.
3ER1
ELEC.
3ER2
STAIR
MECH.
SHAFT
MECH.
SHAFT MECH.
SHAFT MECH.
SHAFT
MECH.
SHAFT
MECH.
SHAFT
MECH.
SHAFT
MECH.
SHAFT
MECH.
SHAFT
MECH.
SHAFT
MECH.
SHAFT
MECH.
SHAFT
MECH.
SHAFT
FEC
FEB
FEBFEB
FEB
FEB
FEB
FEB
FEB
FEB
FEB
FEB
FEB
FEB
FA
CE
O F
SH
AF
T
SHAFT BELOW
0'0 N
9'0 N
18'0 N
48'0 N
78'0 N
108'0 N
340'0 E
310'0 E
280'0 E
250'0 E
220'0 E
190'0 E
160'0 E
130'0 E
100'0 E
70'0 E
40'0 E
10'0 E
0'0 E
258'0 N
30'0 S
99'0 W
60'0 S90'0
S120'0 S150'0
S180'0 S210'0
S
240'0 S270'0
S300'0 S
228'0 N
198'0 N
168'0 N
138'0 N
108'0 N
78'0 N
48'0 N
18'0 N
9'0 N
0'0 N
69'0 W
39'0 W
9'0 W
0'0 W
0'0 S
136' 11 N
276'2 N
LFP-02/13/07
GRID
VA
RI
ES
4' 2"
1'-3 3/8" 4"
VARIES
BOTTOM
OF SOFFIT
TOP OF
PARAPET
SINGLE PLY ROOFING MEMBRANE
RECOVERY BOARD
RIGID INSULATION
VAPOR RETARDER
GLASS MAT GYPSUM SUBSTRATE
PAINTED ACOUSTIC METAL DECKING
ROOF MEMEBRANE FLASHING
CONT. OVER PARAPET
1/4" 12"
SLOPE TO
DRAIN
GLASS CURTAIN WALL
COMPOSITE METAL PANEL
4" METAL STUDS WITH BATT INSULATION
CONT. BENT METAL PLATE
GLASS MAT GYPSUM SUBSTRATE
GLASS MAT GYPSUM SUBSTRATE
PERSERVATIVE TREATED
WOOD 3x NAILER
METAL PLATE, REF STRUCT.
6" METAL STUDS WITH BATT INSULATION
6"x 15"x 4" BENT PLATE AT 48" O.C.
VAPOR RETARDER
ALUMINUM FLASHING
CONT. STEEL CHANNEL
CONT. PARAPET CAP FINISHED TO
MATCH COMPOSITE METAL PANEL, TYP.
(NO VERTICAL REVEALS)
METAL TRACK BEYOND
GLASS MAT GYPSUM SUBSTRATE
BACKER ROD & SEALANT
1/4"
SINGLE PLY ROOFING MEMBRANE
RECOVERY BOARD
RIGID INSULATION
VAPOR RETARDER
GLASS-MAT GYPSUM SUBSTRATE
METAL DECKING
12"
DOWNSPOUT
RECOVERY BOARD
N 18'0
EDGE OF SILL
COLUMN, REF.
STRUCTURAL
ALUMINUM CORNER
TRIM BY CURTAIN
MFR. FINISH TO
MATCH CURTAIN WALL
7 1/2"
1/ 2"
7 1/2"
7 1/2"
REPLACE GLASS PANEL
WITH ACCESS DOOR
REMOVE EXISTING METAL
PANELS (MP) AND RELATED
FRAMING ENTIRE LENGTH
OF WALL
INSTALL BACKER ROD AND CLOSED
CELL SPRAY FOAM INSULATION AT
BOTTOM OF SILL/TOP OF WALL
JOINT TO CREATE A SILL DAM
C5
A120
C5
A120
E5
A120
E5
A120
E5
A120
E5
A120
F7
A110
F7
A110
F4
A110
F4
A110
F7
A110
F7
A110
F4
A110 F4
A110
REMOVE ONE GLASS PANEL AND
REPLACE WITH ACCESS DOOR
NEW METAL COPING TO MATCH
EXISTING COPING
SLOPED 2" THICK TYPE IX EPS
RIGID INSULATION AT TOP OF
WALL - ADHERED TO ROOFING
MEMBRANE
3" RIGID MINERAL WOOL INSULATION
FIBERGLASS GIRT CLIP SYSTEM
FASTENED TO METAL WALL STUDS
AT 24" O.C. VERT MAX
EXISTING METAL SIDING PANELS -
MOUNT CONCELAED FRAMING TRACKS
TO FIBERGLASS CLIPS - CONCEALED
MOUNTING - REINSTALL UNDAMAGED
PIECES - REPLACE DAMAGED PIECES
WITH NEW
SALVAGE EXG BOTTOM END FRAMING
TRACK FOR REINSTALLATION - SCREW
TO WOOD NAILER - PROVIDE NEW
PIECES WHERE TRACK IS DAMAGED
DURING DECONSTRUCTION
CAREFULLY REMOVE
EXISTING METAL PANELS
W/ CONCEALED
MOUNTING TRACK AND -
SALVAGE FOR
REINSTALLATION
CAREFULLY REMOVE EXISTING
METAL COPING TO ENSURE NO
DAMAGE TO MEMBRANES
CONT. ROOFING MEMBRANE
WRAPPED OVER TOP OF WALLEXISTING
CONSTRUCTION TO
REMAIN SHOWN IN
HALFTONE 1'
- 8 /16
2"
BUTYL FLASHING TAPETO WRAP
BOTTOM OF EXISTING CONSTRUCTION
CONT. BENT METAL FLASHING TO MATCH
METAL PANELS - FASTEN TO STRUCTURE
WITH SELF-TAPPING SCREWS AT 16" O.C.
BENT METAL FLASHING CLOSURE
PIECE - SNAP INTO BOTTOM END
FRAMING TRACK - TUCK UNDER
INSULATION
FRICTION FIT RIGID INSULATION
BEHIND METAL PANEL AND
FRAMING TRACK
5 3 /4"
8"
WOOD NAILER SCREWED TO BOTTOM
OF AND BETWEEN GIRTS
REMOVE EXG. ALUMINUM
FLASHING PIECE
COVERING TOP OF FRAME
SMALL FONT TEXT DESCRIBES ASSUMED EXG CONSTRUCTION
LIFT FLAP OF EXG ROOFING MEMBRANE AND
PLACE BACKERROD UNDER EDGE (APPROX.
3/4" DEEP) TO HOLD MEMBRANE UP - FILL GAP
WITH CLOSED CELL SPRAY FOAM INSULATION -
ALLOW NO MORE THAN 1/2" TO PROTRUDE
FROM FACE OF FRAME - CLEAN ALL EXCESS
FROM FACE OF FRAME AND WALL
SMALL FONT TEXT DESCRIBES
ASSUMED EXG CONSTRUCTION
DRILL HOLES 3/4" DIAM. IN CORNER
MULLION AND FILL CAVITY SOLID WITH
LOW EXPANSION CLOSED CELL SPRAY
FOAM INSULATION - SUPPORT
MULLION TO PREVENT DEFORMATION
DURING FOAM EXPANSION
PATCH HOLES IN FRAME WITH FULL
HT VERTICAL COVER PLATE -
TOGGLE BOLT USING DRILLED
HOLES WITH ALUMINUM BOLTS
AND SET IN BEAD OF SEALANT
1 1/2"
4"
1/2
PREFAB. ALUM. DOOR
AND FRAME - FILL
WITH FOAM INSUL. -
FIELD VERIFY WIDTH
AND FAB DOOR TO FIT
IN CURTAIN FRAME
1" THICK INSULATED
HOLLOW ALUMINUM
DOOR - 2'-0" WIDE X
3'-0" HIGH
WEATHER STRIPPING
ALL AROUND
CAREFULLY REMOVE SNAP
ON STOP AND SALVAGE
FOR REINSTALLATION -
PROVIDE NEW PIECE IF
DAMAGE OCCURS DURING
REMOVAL
1" THICK INSULATED
HOLLOW ALUMINUM
DOOR - 2'-0" WIDE X
3'-0" HIGH
WEATHER STRIPPING
ALL AROUND
PREFAB. ALUM. DOOR
AND FRAME - FILL
WITH FOAM INSUL. -
FIELD VERIFY WIDTH
AND FAB DOOR TO FIT
IN CURTAIN FRAME
CAREFULLY REMOVE
STRUCTURAL GLAZING
AND REPLACE WITH NEW
BACKER ROD AND GLAZING
WITH DOOR INSTALLATION
HEAD
JAMB
SILL
PREFAB. ALUM. DOOR
AND FRAME - FILL
WITH FOAM INSUL. -
FIELD VERIFY WIDTH
AND FAB DOOR TO FIT
IN CURTAIN FRAME -
PROVIDE NEW
NEOPRENE SEAT
1" THICK INSULATED
HOLLOW ALUMINUM
DOOR - 2'-0" WIDE X
3'-0" HIGH
WEATHER STRIPPING
ALL AROUND
CAREFULLY REMOVE SNAP
ON STOP AND SALVAGE
FOR REINSTALLATION -
PROVIDE NEW PIECE IF
DAMAGE OCCURS DURING
REMOVAL - PROVIDE NEW
BACKER ROD AND
SEALANT OVER TOP OF
FLASHING
4"
DOOR HARDWARE:
(1) ALUM. PIANO HINGE
(1) ALUM LEVER HANDLE W/ LATCH
(1) DEADBOLT - THUMB TURN ON
INTERIOR, KEYED LOCK ON EXTERIOR
(1) 48"x48" WALK PAD ON ROOF
OUTSIDE DOOR
PROVIDE RUBBER MAT 60"
WIDE BY WALL WIDTH AT
TOP OF WALL INSIDE DOOR
EXISTING CURTAIN WALL
MULLION TO REMAIN
EXISTING GLASS ADJACENT
GLASS PANEL TO REMAIN
EXISTING CURTAIN WALL
SILL TO REMAIN
EXISTING CURTAIN WALL
MULLION TO REMAIN
EXISTING GLASS ADJACENT
GLASS PANEL TO REMAIN
REMOVE EXG GLASS PANEL
REMOVE EXG GLASS PANEL
REMOVE EXG GLASS PANEL
EXISTING WALL
CONSTRUCTION TO REMAIN
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 -
A
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD A/E:
STAMPCONSULTANT
321 4 5 6 7 8 9 10
Consultant:
Blue Trident, LLC 7829 NE Esperione LN Bainbridge Island, WA 98110 Mobile: (206)972-0645 Lauri Strauss, AIA LEED AP BD&C (907) 317-5040
SPRINKLERED
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2/ 7/
0:
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AM
A120
ATRIUM CURTAIN WALL AND
PARAPET
REPAIR BUILDING 100 MOISTURE
BARRIER
ANCHORAGE, ALASKA
463-21-101
FEBRUARY 14, 2024 ls LMS
IFC
REMOVE EXISTING METAL PANELS
(MP) AND RELATED FRAMING
ENTIRE LENGTH OF WALL
LEGEND
INSTALL BACKER ROD AND
CLOSED CELL SPRAY FOAM
INSULATION AT BOTTOM OF
SILL/TOP OF WALL JOINT TO
CREATE A SILL DAM
REPLACE GLASS PANEL WITH
ACCESS DOOR - SEE ELEVATIONS
3/8" = 1'-0"D8 ATRIUM ELEVATIONS
1" = 30'-0"B8 ATRIUM CURTAIN WALL AND PARAPET
1 1/2" = 1'-0"C5 ATRIUM CURTAIN WALL PARAPET
1 1/2" = 1'-0"E5 ATRIUM CURTAIN WALL SILL
1 1/2" = 1'-0"F5 ATRIUM CORNER - TYPICAL (4) CORNERS
3" = 1'-0"E2 ATRIUM ACCESS DOOR
B-02/13/07
B-02/13/07
LOBBY
LOBBY
FP-02/13/07 FP-02/13/07
FP-02/13/07
FP-02/13/07
FP-02/13/07
0'0 N
9'0 N
18'0 N
48'0 N
78'0 N
108'0 N
340'0 E
310'0 E
280'0 E
250'0 E
220'0 E
190'0 E
160'0 E
130'0 E
100'0 E
70'0 E
40'0 E
10'0 E
0'0 E
258'0 N
30'0 S
99'0 W
60'0 S90'0
S120'0 S150'0
S180'0 S210'0
S
240'0 S270'0
S300'0 S
228'0 N
198'0 N
168'0 N
138'0 N
108'0 N
78'0 N
48'0 N
18'0 N
9'0 N
0'0 N
69'0 W
39'0 W
9'0 W
0'0 W
0'0 S
136' 11 N
276'2 N
LFP- 02/13/07
B-02/13/07
B-02/13/07 B-02/13/07
B-02/13/07
B-02/13/07
N 261'1
N 281'1
N 301'1
N 321'1
N 341'1
N 361'1
N 381'1
N 401'1
N 421'1
N 441'1
N 461'1
N 481'1
N 501'1
N 521'1
N 541'1
N 557'0
N 562'11
NE
8'8
NE
0'
E 9'4
E 0'8
NW 0'
NW 17
'5
NW
'5
NW
'5
NW
'8
NW
'7
NW 71
'8
GRID
VA
RI
ES
3' 2"
1/ 2"
GRID
7 1/2"
TYP
9 3/8"
TYP
LEVEL 2
14'-6"
TOP OF
PARAPET
31'-8"
TOP OF
PARAPET
31'-8"
LEVEL 2
14'-6"
G-03 G-03G-03
G-03
G-07
G-09
G-06
G-01
G-09
G-09
G-06
G-07
G-09
G-06
G-01
G-09
G-09
G-06
G-03
G-01
G-03
G-07
G-09
G-06
G-01
G-09
G-09
G-06
LVL 1 CLG
9'-0"
LVL 1 CLG
9'-0"
LVL 2 CLGLVL 2 CLG
7'-11 1/2" 4'-0"
AT S300'0
7' 1/ 4"
4'-0"
3/ 4"
3/ 4"
1' 2"
7' 3"
2' 5"
2' 5"
2' 3/ 4"
1' 1/ 2"
1' 2"
7' 3"
2' 5"
2' 5"
2' 3/ 4"
6' 1/ 4"
2' 1/ 2"
EQ. EQ.
2' 2"
2' 2"
7' 0"
NORTH ELEVATION
LCGRID
ANCHOR
CONCEALING SLEEVE
WITH ESCUTCHEON
PIPE MATERIAL
TRANSITION
4 1/2"
W18x35
GRID
1'-4"
5"
3' 2"
SECURITY CAMERA
WHERE OCCURS
CONDUIT
METAL COPING
WITH HEMMED DRIPS
ROOF MEMBRANE FLASHING
CONT. OVER PARAPET
METAL STUDS WITH BATT INSULATION
COMPOSITE METAL PANEL
SLOPE TO
DRAIN
2" 'Z' CHANNELS
GLASS MAT GYPSUM SUBSTRATE
SINGLE PLY ROOFING MEMBRANE
RECOVERY BOARD
RIGID INSULATION
VAPOR RETARDER
GLASS MAT GYPSUM SUBSTRATE
METAL DECKING
PERSERVATIVE TREATED
WOOD 2X NAILER
CURTAIN WALL
METAL BACKING PLATE
METAL TRACK BEYOND
BACKER ROD & SEALANT
W18x35
C2-2
C1-1
W
0'0 TOP OF
PARAPET
31'-8"
TOP OF BEAM
LEVEL 1
0'-0"
TOP OF BEAM
LEVEL 2
14'-6"
GLAZED ALUMINUM
CURTAIN WALL
CONCRETE SLAB & REINFORCEMENT
UNDERSLAB VAPOR RETARDER
CAST IN PLACE CONC.
METAL DECKING
SUSPENDED CEILING SYSTEM
SUSPENDED CEILING SYSTEM
COMPOSITE METAL
PANEL
COMPOSITE METAL PANEL
FINNED TUBE
FINNED TUBE
W12x19
W18x35
W10x12
W18x35
W12x16
FP-02/13/07
D D
D D
D D
D D
D D
D D
DD
DD
BIOMED
120/89
SEC
-/64
BIOMED
120/89
0'0 N
9'0 N
18'0 N
48'0 N
78'0 N
108'0 N
340'0 E
310'0 E
280'0 E
250'0 E
220'0 E
190'0 E
160'0 E
130'0 E
100'0 E
70'0 E
40'0 E
10'0 E
0'0 E
258'0 N
30'0 S
99'0 W
60'0 S90'0
S120'0 S150'0
S180'0 S210'0
S
240'0 S270'0
S300'0 S
228'0 N
198'0 N
168'0 N
138'0 N
108'0 N
78'0 N
48'0 N
18'0 N
9'0 N
0'0 N
69'0 W
39'0 W
9'0 W
0'0 W
0'0 S
136' 11 N
276'2 N
N 261'1
N 281'1
N 301'1
N 321'1
N 341'1
N 361'1
N 381'1
N 401'1
N 421'1
N 441'1
N 461'1
N 481'1
N 501'1
N 521'1
N 541'1
N 557'0
N 562'11
NE
8'8
NE
0'
E 9'4
E 0'8
NW 0'
NW 17
'5
NW
'5
NW
'5
NW
'8
NW
'7
NW 71
'8
LFP-02/13/07
A
B
BA,C F4
A130 F4
A130 SIM
C6
A130
A6
A130
C6
A130
A6
A130
A6
A130
SIM
SALVAGE STOREFRONT DOOR/ SIDELIGHT/
AND TRANSOM FRAME FOR REINSTALLATION
C
SIM
2 PC STAINLESS STEEL FLASHING -
LOWER PC SAME WIDTH AS WALL,
MOUNT TO HEADER - UPPER PIECE
TO SNAP INTO LOWER PIECE,
MOUNT ON FACE OF AVM, COVER
IN 8" WIDE BUTYL FLASHING TAPE
6" METAL STUDS T
16" O.C. - BUILT-UP
HEADER AT
WINDOW HEAD
6 MIL POLY. VAPOR
RETARDER
BACKER ROD AND SEALANT GAP
5/8
WRAP CUT END OF INSULATION WITH
FLASHING TAPE
5/8" GYPSUM
BOARD - TAPE
AND FEATHER TO
EXG WALL - PAINT
R-21 BATT
INSULATION
NEW ALUM.
STOREFRONT FIXED
WINDOWS W/
DOUBLE PANE,
INSULATED GLASS W/
LOW E COATING -
MATCH EXISTING
STOREFRONT FINISH
AND FRAME SIZE
1 PC CONT. STAINLESS STEEL
FLASHING SILL DAM - SET ON AVM -
SLOPE OVER INSULATION THICKNES
AND PROVIDE HEMMED DRIP EDGE
CUT INSULATION AND TILE SHORT OF TOP
OF SILL - WRAP EDGE IN FLASHING TAPE
PORCELAIN TILE TO MATCH EXG
3" CEMENT BOARD FACED RIGID
INSULATION FASTEN PER MANUF.
RECOMMENDATIONS - THINSET MORTAR
BED PER MANUF. RECOMMENDATIONS
LIQUID APPLIED AIR VAPOR MEMBRANE
DRAINAGE LAYER
2 PC STAINLESS STEEL FLASHING -
LOWER PIECE SAME WIDTH AS
WALL, MOUNT TO HEADER - UPPER
PIECE TO SNAP INTO LOWER PIECE,
MOUNT ON FACE…
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