Attachment_4_-_Architectural_(A0.1-A9.1)_&_Structural_(S2.0-S2.2)_Drawings.pdf
PDF 4 MB Posted
- Attached to
- ALWRI Renovation Federal contract opportunity
- Solicitation number
- AG-82FT-S-17-0005
About this file
Attachment 4 - Architectural and Structural Drawings
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Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| AG-82FT-S-17-0005AME000002.pdf | ||
| AG-82FT-S-17-0005AME000001.pdf | ||
| Solicitation_AG-82FT-S-17-0005.doc.pdf | ||
| Attachment_6_-_Wage_Determination.pdf | ||
| Attachment_5_-_Mechanical_(M0.1-M9.4)_Plumbing_(P0.1-P9.1)_Fire(F0.1-F9.1)_Electrical_(DE1.1-E9.4).pdf | ||
| Attachment_3_-_Cover.pdf | ||
| Attachment_1_-_Project_Manual_Volume_1.pdf | ||
| Attachment_2_-_Project_Manual_Volume_2.pdf |
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Text version
DN
UP
UP
2 LAYERS
5/8" TYPE 'X' GYP. BD.
FULL THICKNESS BATT INSUL
PROVIDE FULL PERIMETER
FRAMING
FIRE EXTINGUISHER
CABINET, REFERENCE
SPECIFICATIONS FOR
ADDITIONAL INFORMATION
REFERENCE FLOOR PLAN
FOR WALL TYPE
V E
R
IF
Y H
T . W
/ M F
R
2'
H X
1/ 2"
W X
"D
R
.O
5/8" TYPE 'X' GYP. BD.
5/8" TYPE 'X' GYP. BD.
LOCATE TOP OF CABINET
NO MORE THAN 5 FEET
FROM FINISHED FLOOR
PROJECT DATA
PROJECT NAME: ALDO LEOPOLD WILDERNESS RESEARCH INSTITUTE - RENOVATION DESIGN
PROJECT ADDRESS: 790 E BECKWITH AVE, MISSOULA, MT 59801
CODE TYPE CODE TITLE
BUILDING 2015 INTERNATIONAL BUILDING CODE (IBC)
ACCESSIBILITY 2015 IBC W/ ADMINISTRATIVE RULES OF MONTANA
MECHANICAL 2015 INTERNATIONAL MECHANICAL CODE (IMC)
FIRE 2015 INTERNATIONAL FIRE CODE (IFC)
PLUMBING 2015 UNIFORM PLUMBING CODE W/ ADMINISTRATIVE RULES OF MONTANA
ELECTRICAL NATIONAL ELECTRICAL CODE (NFPA) 2014 EDITION
ENERGY 2015 INTERNATIONAL ENERGY CONSERVATION CODE (IECC) W/ ADMINISTRATIVE RULES
OF MONTANA
FIRE SPRINKLERS NATIONAL FIRE PROTECTION ASSOCIATION, NFPA 13
FIRE ALARM NATIONAL FIRE PROTECTION ASSOCIATION, NFPA 72
USE AND OCCUPANCY CLASSIFICATION
GROUP(S): GROUP "B", BUSINESS
OCCUPANCY CATEGORY: TYPE V, REFERENCE IBC TABLE 1604.5
OCCUPANCY SEPARATIONS
INCIDENTAL ACCESSORY OCCUPANCIES (IBC TABLE 509): NONE
CONSTRUCTION TYPE
TYPE V-B, FULLY SPRINKLERED. EXTERIOR WALLS TO BE OF NONCOMBUSTIBLE MATERIALS,
INTERIOR ELEMENTS ARE IN ACCORDANCE WITH TABLE 601 AND SECTION 603 OF THE IBC.
(CHAPTER 6)
BUILDING HEIGHTS AND AREAS
ALLOWABLE VS. ACTUAL BUILDING HEIGHTS & STORIES
AN AUTOMATIC SPRINKLER SYSTEMS WILL BE USED
TABLE 503, SECTION 504 & 506
OCCUPANCY ALLOWABLE
BUILDING HEIGHT
BUSINESS, "B" 2 STORIES
ALLOWABLE FLOOR INCREASE
FOR AUTOMATIC SPRINKLERS
+ 1 ADDITIONAL STORY =
TOTAL ALLOWABLE
BUILDING FLOORS
3 STORIES
ADDITION ACTUAL
BUILDING FLOORS
1 STORY
TYPE OCCUPANCY
V-B BUSINESS, "B"
ALLOWABLE VS. ACTUAL BUILDING AREAS (TABLE 503)
AN AUTOMATIC SPRINKLER SYSTEMS WILL BE USED
EXISTING ACTUAL
BUILDING FLOORS
OK - 1 STORIES
ALLOWABLE
AREA PER STORY
36,000 SF
ACTUAL
BUILDING AREA
OK 2,200 SF
FLOOR
1ST
FIRE RESISTANCE REQUIREMENTS
SEE SECTION 601 - FIRE BARRIERS FOR RATED WALL/FLOOR ASSEMBLIES, EXITS, INCIDENTAL USE AREAS
BUILDING ELEMENT FIRE RESISTANCE FOR CONSTRUCTION TYPE V-B
PRIMARY STRUCTURAL FRAME 0 HOUR
BEARING WALLS- EXTERIOR 0 HOUR
BEARING WALLS- INTERIOR 0 HOUR
NONBEARING- EXTERIOR WALLS/PARTITIONS 0 HOUR (PER TABLE 602)
NONBEARING- INTERIOR WALLS/PARTITIONS 0 HOUR
OPENINGS IN EXTERIOR WALLS NOT REQ'D (PER TABLE 705.8), 30 OR GREATER
FLOOR CONSTRUCTION & SECONDARY MEMBERS 0 HOUR
ROOF CONSTRUCTION & SECONDARY MEMBERS 0 HOUR
ROOF COVERING COVER BOARD REQ'D (PER 720.5, ROOF INSULATION)
INTERIOR WALLS & CEILING FINISHES, TABLE 803.11 - FULLY SPRINKLERED BUILDING, TYPE V-B
OCCUPANCY EXIT ENCLOSURES
& PASSAGEWAYS
BUSINESS, "B" B
CORRIDORS
C
ROOMS AND
ENCLOSED SPACES
C
MEANS OF EGRESS
COMMON PATH OF TRAVEL (SECTION 1006.2.1):
MAX. 100 FEET FOR GROUP "B" OCCUPANCY W/ SPRINKLER SYSTEM
EXIT ACCESS TRAVEL (SECTION 1017.2):
MAX. 300 FEET FOR GROUP "B" OCCUPANCY WHERE AUTOMATIC SPRINKLER SYSTEM IS PROVIDED
DEAD END CORRIDORS (SECTION 1020.4):
MAX. 50 FEET FOR GROUP "B" OCCUPANCIES WHERE AUTOMATIC SPRINKLER SYSTEM IS PROVIDED
CORRIDOR WALLS (TABLE 1020.1) NOT RATED WHERE AUTOMATIC SPRINKLER SYSTEM IS PROVIDED
REQUIRED EGRESS WIDTH
STAIRWAYS: .20" PER OCCUPANT REQUIRED WHERE AUTOMATIC SPRINKLER SYSTEM IS PROVIDED (SECTION 1005.3.1) OTHER EGRESS COMPONENTS: .15" PER OCCUPANT WHERE AUTOMATIC SPRINKLER SYSTEM IS PROVIDED (SECTION 1005.3.2)
THE MIN. REQUIRED WIDTH FOR EACH STAIR IS 44"
REQUIRED NUMBER OF EXITS, OR ACCESS TO EXITS PER STORY (TABLE 1006.3.1)
OCCUPANT LOAD 1-500: TWO EXITS OR EXIT ACCESS
OCCUPANT LOAD 501-1,000: 500: THREE EXITS OR EXIT ACCESS
OCCUPANT LOAD > 1000 +: FOUR EXITS OR EXIT ACCESS
EXIT ACCESS DOORWAY CONFIGURATION (SECTION 1015.2 )
WHERE A BUILDING IS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 903.3.1.1 OR 903.3.1.2, THE SEPARATION DISTANCE OF THE EXIT DOORS OR EXIT ACCESS DOORWAYS SHALL NOT BE LESS THAN 1/3 OF THE LENGTH
OF THE MAXIMUM OVERALL DIAGONAL DIMENSION OF THE AREA SERVED
PLUMBING FIXTURE REQUIREMENTS
ADMINISTRATIVE RULES OF MONTANA
WATER CLOSETS REQUIRED
AREA OF OCCUPANCY OCCUPANTS
1ST FLOOR
EXISTING BUILDING
BASEMENT
EXISTING BUILDING
16 MALE
16 FEMALE
WATER CLOSET
FACTOR
1 FIXTURE PER 100
1 FIXTURE PER 45
# OF
FIXTURES
REQUIRED
# OF FIXTURES
PROVIDED FOR
MALE / FEMALE
1 WC
1 WC
45 23 MALE
23 FEMALE
1 FIXTURE PER 100
1 FIXTURE PER 45
1WC
1WC
LAVATORY
FACTOR
1 PER 2 WATER CLOSETS
LAVATORIES
REQUIRED
LAVATORIES
PROVIDED
MALE / FEMALE
LAVATORIES REQ'D.
1 PER 2 WATER CLOSETS
1 PER 2 WATER CLOSETS
1 PER 2 WATER CLOSETS
OCCUPANT LOAD
FUNCTION OF SPACE
OFFICES
OCCUPANT
LOAD
20.4
1ST FLOOR EXISTING BUILDING
SPACE
2004 SF
OCCUPANT
LOAD
FACTOR
100 GROSSBUSINESS AREAS
ASSEMBLY W/OUT
FIXED SEATING
(UNCONCENTRATED)
CONFERENCE
BASEMENT FLOOR EXISTING BUILDING
149 SF
MECH. 238 SFMECHANICAL
EQUIP. ROOM
15 NET 10
FUNCTION OF SPACE
OFFICES
OCCUPANT
LOAD
15.3
SPACE
1530 SF
OCCUPANT
LOAD
FACTOR
100 GROSSBUSINESS AREAS
ASSEMBLY W/OUT
FIXED SEATING
(UNCONCENTRATED)
CONFERENCE 433 SF 15 NET 28.8
.8300 GROSS
(TABLE 1004.1.2)
TOTAL = 76
DAYLIGHTING ATRIUM
(OPEN TO BASEMENT)
TYP.
TYP.
DN.
BUSINESS
152 100
BUSINESS
121 100
BUSINESS
121 100
BUSINESS
171 100
BUSINESS
127 100
BUSINESS
171 100
BUSINESS
123 100
ASSEMBLY
149 100
DAYLIGHTING ATRIUM
(OPEN TO ABOVE)
BUSINESS
1530 100
ASSEMBLY
433 15
MECHANICAL
238 100
LIFE SAFETY LEGEND
PATH OF EGRESS
BUSINESS
171 100
FUNCTION OF SPACE
OCCUPANT LOAD FACTOR
AREA
A
NS
CHRISTOPHER R.
MARTISON
MONTANA
D
MISSOULA
E C
N
ES
I L
E C
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CRA
I H
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AIA
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A
OMF
NT
A
0 1 2 3 4 5 6 7 8 9 10 inches
DRAWING NO.
PKG
NO.
SHEET
OF
PROJECT NO.:
REVISIONS:
DESIGNED
TECH. REVIEW
CADD
DESIGNED SUB SHEET NO. TITLE OF SHEET
3/
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LIFE SAFETY FLOOR PLANS
16079
ALWRI RENOVATION
FOREST SERVICE / ROCKY MOUNTAIN RESEARCH STATION
Checker
Author
Designer
1 1/2" = 1'-0"A0.1
14 FIRE EXTINGUISHER CABINET
A2.0 :
: 1/8" = 1'-0"A0.1A0.1
12 LIFE SAFETY 1ST FLOOR PLAN
: 1/8" = 1'-0"A0.1A0.1
11 LIFE SAFETY BASEMENT PLAN
A0.2
6' - 0" 8"
6' - 8"
8" 6'
8"
7'
METAL BAR GRATING NOT
SHOWN FOR CLARITY,
REF DETAIL /10 A0.2
BASEMENT LEVEL WINDOW
FOR REFERENCE ONLY
ACCESS LADDER,
REF DETAIL /14 A0.2
A
ACCESS LADDER REF.
FIRST FLOOR PLAN
100'-0"
BASEMENT PLAN
89'-0"
BSMT. CEILING HT.
97'-0"
HEIGHT OF CONCRETE
RETAINING WALL TO ALIGN WITH
TOP OF EXISTING CONCRETE
BASEMENT WALL
A0.2
GRAVEL FOR DRAINAGE
/14 A0.2
3'
4'
8'
R E
F . S
T R
U C
T
8'
6' - 8"
6'
4"
GALVANIZED BAR GRATING,
REF STRUCT & SPECS
8" M
IN
CHAMFER CONCRETE EDGES,
TYP.
7'
7' - 4"
7'
6' - 2"
2" 6'
0" 2"
4" 2"
2" 1' - 7" 2" 3' - 6" 2" 1' - 7" 2"
2" 6'
0" 2"
4" 2"
2" 1' - 0" 2" 3' - 6" 2" 1' - 0" 2"
S1 S2
A
A0.2
8" 15' - 0" 8"
16' - 4"
6'
8" 6'
NOTE: REF. STRUCT
FOR SUPPORT
MEMBERS UNDER
GRATING
GAS LINE
POWER LINE
METAL BAR GRATING NOT
SHOWN FOR CLARITY,
REF DETAIL /10 A0.2
NOTE: LOCATE (E) POWER
AND GAS LINES BEFORE
BEGINNING
CONSTRUCTION, AND
VERIFY NEW
CONSTRUCTION WILL NOT
INTERFERE WITH (E)
POWER AND GAS
BASEMENT LEVEL WINDOW
FOR REFERENCE ONLY
ACCESS LADDER,
REF DETAIL /14 A0.2
7'
6'
3' - 4"
2" 2'
2"
4'
2"
2" 3' - 5" 2" 3' - 5" 2"
2'
2" 3'
2"
2" 3' - 0" 2"
8" 8"
2"
W1 W2 W3 W4
7' - 4"
3'
2" 3'
2"
EQ EQ EQ
7' - 2"
2" 2'
2"
2" 1' - 9" 2" 1' - 9" 2"
4' - 0"
3'
4'
3'
ALT. 5 DOOR GENERAL NOTES#
THE CONTRACTOR SHALL REVIEW AND COORDINATE ALL CONTRACT DOCUMENTS.
INFORMATION ON THIS SHEET IS FOR GENERAL INFORMATION ONLY. SPECIFIC
INFORMATION ABOUT DOOR SYSTEMS AND CONDITIONS MAY BE FOUND THROUGHOUT
THE CONTRACT DOCUMENTS.
1.
REFERENCE SPECIFICATIONS FOR GLAZING TYPES2.
ALL EXTERIOR ALUMINUM FRAME CONSTRUCTION TO BE THERMALLY BROKEN,
REFERENCE SPECIFICATIONS FOR MORE INFORMATION
3.
ALT. 5 DOOR SCHEDULE REMARKS
(E) CARD READER TO BE REUSED, REFERENCE ELECTRICAL FOR ADDL INFO
1.
EXTERIOR ALUMINUM FRAME CONSTRUCTION2.
PRESERVE AND REUSE ALL EXISTING DOOR HARDWARE AT STOREFRONT ENTRANCES3.
ALT. 5 WINDOW GENERAL NOTES
REFERENCE SPECIFICATIONS FOR GLAZING TYPES, TYPICAL
1.
THE CONTRACTOR SHALL REVIEW AND COORDINATE ALL CONTRACT DOCUMENTS.
INFORMATION ON THIS SHEET IS FOR GENERAL INFORMATION ONLY. SPECIFIC
INFORMATION ABOUT EXTERIOR STOREFRONT AND INTERIOR HOLLOW METAL SYSTEMS
AND CONDITIONS MAY BE FOUND THROUGHOUT THE CONTRACT DOCUMENTS.
2.
FIELD VERIFY ALL DIMENSION PRIOR TO FABRICATION OF STOREFRONT FRAMES.3.
W102.2
W102.3
W103.1
W105.1
W106.1
W108.1
W110.1
W112.1
W001.1
W001.2
W001.3
ALTERNATE 5 WINDOW SCHEDULE
WINDOW # TYPE WIDTH HEIGHT FRAME FINISH GLAZING REMARK
W1
W1
W1
W1
W2
W3
W3
W1
W4
W4
W4
7' - 4"
7' - 4"
7' - 4"
7' - 4"
3' - 4"
7' - 2"
7' - 2"
7' - 4"
4' - 0"
4' - 0"
4' - 0"
7' - 0"
7' - 0"
7' - 0"
7' - 0"
6' - 5"
3' - 4"
3' - 4"
7' - 0"
3' - 0"
3' - 0"
3' - 0"
DARK BRONZE ANODIZED IG-2, REF. SPEC
ALL WINDOWS FRAMES ARE
STOREFRONT FRAMES,
REFERENCE SPECIFICATIONS FOR
ADDITIONAL INFORMATION, TYP.
T Y
P
1'
#5 REBAR PAINTED ,
PLUG WELDED EITHER
SIDE TO PLATE STEEL
6'
/4
INSIDE DIM.
1' - 6"
NOTE: REF. STRUCTURAL STEEL FRAMING IN SPEC.
8 1/4"
2"
2 3/4"
LADDER HANGER ELEV. LADDER HANGER SECTION
WELDED CONNECTION
3/8" PLATE STEEL TYP.
1/2" DIA. CONCRETE LAG
BOLT ANCHORED TO WALL
A
NS
CHRISTOPHER R.
MARTISON
MONTANA
D
MISSOULA
E C
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CRA
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OMF
NT
A
0 1 2 3 4 5 6 7 8 9 10 inches
DRAWING NO.
PKG
NO.
SHEET
OF
PROJECT NO.:
REVISIONS:
DESIGNED
TECH. REVIEW
CADD
DESIGNED SUB SHEET NO. TITLE OF SHEET
3/
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ALTERNATES
16079
ALWRI RENOVATION
FOREST SERVICE / ROCKY MOUNTAIN RESEARCH STATION
CM
AN
SM
: 1/2" = 1'-0"A0.2A2.1
1 ALTERNATE 2 EAST WINDOW WELL ENLARGED PLAN
: 1/4" = 1'-0"A0.2A0.2
11 ALTERNATE 2 & 3 WINDOW WELL SECTION
: 3" = 1'-0"A0.2A0.2
10 ALT 2 & 3 BAR GRATING EDGE
: 1/2" = 1'-0"A0.2A2.1
2 ALTERNATE 3 NORTH WINDOW WELL ENLARGED PLAN
ALTERNATE 5 DOOR SCHEDULE
DOOR # WIDTH HEIGHT DOOR TYPE DOOR MATERIAL DOOR FINISH FRAME MATERIAL FRAME FINISH
GLAZING
FIRE RATING
HARDWARE
GROUP REMARK
101.1 3' - 6" 7' - 0" S1 ALUM. DARK BRONZE ANODIZED ALUM. DARK BRONZE ANODIZED IG-1 N/A EXISTING 1,2,3
102.1 3' - 6" 7' - 0" S2 ALUM. DARK BRONZE ANODIZED ALUM. DARK BRONZE ANODIZED IG-1 N/A EXISTING 1,2,3
: 1/2" = 1'-0"A0.2A0.2
14 ALT 2 & 3 ACCESS LADDER
A
B
AD5.1
AD5.1
35' - 2 1/8"
3' - 7 1/2"
/8
4' - 1 1/8" 9' - 11" 4' - 0 1/8"
/8
4' - 11 3/8"
(E) CONFERENCE ROOM /
BREAK ROOM
(E) OFFICE
(E) OPEN OFFICE
(E) WOMEN'S RESTROOM(E) MEN'S RESTROOM(E) MECH. RM.
(E) STAIR A
(E) CORRIDOR
(E) STAIR B
10 10
DEMOLITION GENERAL NOTES
ASBESTOS ABATEMENT WILL NOT BE REQUIRED BY THE GENERAL CONTRACTOR
1.
DISPOSE OF ALL DEMOLITION ITEMS PROPERLY, REF SPECS FOR ADDL INFO.
VERIFY W/ OWNER IF DEMOLITION ITEMS NEED TO BE SALVAGED PRIOR TO REMOVAL.
2.
REMOVE WALL FINISH FROM EXISTING WALLS TO REMAIN IN PREPARATION FOR NEW WALL FINISH3.
REFERENCE STRUCTURAL, MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR ADDITIONAL
DEMOLITION INFORMATION
4.
ALL WALL AND CEILING SURFACES TO BE THOROUGHLY CLEANED FOLLOWING DEMOLITION WORK
TO PREPARE SURFACES FOR NEW FINISHES
REMOVE ALL ABANDONED MECHANICAL AND ELECTRICAL PIPES, CONDUIT AND WIRING, PREP &
PATCH HOLES AS REQUIRED FOLLOWING REMOVAL TO ASSURE A UNIFORM APPEARANCE.
REMOVE ALL MISCELLANEOUS FASTENERS/NAILERS OR MATERIAL WITH NO PURPOSE,
CAREFULLY REMOVE SUCH ITEMS IN ORDER TO MINIMIZE DAMAGES TO EXISTING MATERIALS.
PATCH HOLES AS REQUIRED FOLLOWING REMOVAL TO ASSURE A UNIFORM APPEARANCE.
CONTRACTOR SHALL COORDINATE DEMOLITION WITH FIELD CONDITIONS AND EXTENTS OF NEW
WORK SHOW IN THESE CONTRACT DOCUMENTS. NOTIFY THE CONTRACTING OFFICER
IMMEDIATELY OF ANY QUESTIONABLE CONDITIONS.
PROTECT ALL WALL, FLOOR AND CEILING FINISHES AND TRIM, FRAMES AND CASINGS TO REMAIN
DURING DEMOLITION, TYP.
THOROUGHLY CLEAN ALL MISCELLANEOUS SCRATCHES, GOUGES MARS AND GRAFFITI ON WALL AND CEILINGS ND TRIM, FRAMES AND CASINGS NOT SPECIFICALLY CALLED OUT IN KEY NOTES BELOW, TYP.
PREPARE AND FINISH SURFACES AS REQUIRED TO ACHIEVE A UNIFORM APPEARANCE.
5.
6.
7.
8.
9.
10.
DEMOLITION KEYNOTES
DEMOLISH AND DISPOSE (E) WOOD STUD WALL PARTITIONS IN ITS ENTIRETY1
DEMOLISH AND DISPOSE (E) DOOR, DOOR FRAMES AND HARDWARE IN ITS ENTIRETY2
DEMOLISH AND DISPOSE (E) TOILET COMPARTMENT IN ITS ENTIRETY3
DEMOLISH AND DISPOSE (E) COUNTERTOP & SINK IN ITS ENTIRETY
REMOVE (E) METAL KITCHEN SUITE (SINK, RANGE, OVEN, UPPER & LOWER CABINETS) IN ITS ENTIRETY
REMOVE (E) STORAGE CABINET IN ITS ENTIRETY
7 ALTERNATE 2: DEMOLISH AND DISPOSE EXISTING EAST WINDOW WELL IN ITS ENTIRETY
8 ALTERNATE 3: DEMOLISH AND DISPOSE TWO EXISTING NORTH WINDOW WELLS IN ITS ENTIRETY
9 ALTERNATE 5: DEMOLISH AND DISPOSE EXISTING WINDOWS AND STOREFRONT IN ITS ENTIRETY
DEMOLISH AND DISPOSE IN ITS ENTIRETY ALL (E) FLOORING INCLUDING SHEET CARPETING IN
(E) RECEPTION AREA, (E) OFFICES, (E) STAIRS AND SHEET VINYL IN (E) ENTRY AND (E) RESTROOM.
REMOVE ALL WALL BASE AND ADHESIVES AND DISPOSE OF PROPERLY IN PREPARATION FOR NEW
FLOORING, REFERENCE SPECS FOR ADDITIONAL INFORMATION
A
NS
CHRISTOPHER R.
MARTISON
MONTANA
D
MISSOULA
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CRA
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NT
A
0 1 2 3 4 5 6 7 8 9 10 inches
DRAWING NO.
PKG
NO.
SHEET
OF
PROJECT NO.:
REVISIONS:
DESIGNED
TECH. REVIEW
CADD
DESIGNED SUB SHEET NO. TITLE OF SHEET
3/
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:0
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AD2.0
3.10.17C O
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DEMOLITION BSMT PLAN
16079
ALWRI RENOVATION
FOREST SERVICE / ROCKY MOUNTAIN RESEARCH STATION
CM
SM
SM
: 1/4" = 1'-0"AD2.0AD2.0
9 DEMOLITION BASEMENT PLAN
NORTH
A
B
4 3/4"10' - 3" 7' - 10 3/8" 4 3/4"
60' - 0"
4' - 0 1/2"
7' - 8"4
/2
6' - 0"
1' - 6" 3
17' - 8" 21' - 7"
/4
13' - 6"
4' - 0"
15' - 8" 7' - 4" 1' - 4" 7' - 4" 1' - 4" 7' - 4" 1' - 4" 7' - 4" 11' - 0" 8' - 0"
16' - 6"
4' - 0"
22' - 3" 7' - 2" 12' - 2" 7' - 2" 11' - 3"
3' - 0"
4' - 4"
AD4.2
AD4.1
AD4.1
AD4.2
AD5.1
AD5.1
(E) OFFICE
(E) OFFICE
(E) OFFICE
(E) UNI-SEX
RESTROOM
(E) FILE
STORAGE
(E) STAIR A
(E) RECEPTION AREA
(E) STAIR B
(E) OFFICE
(E) OFFICE
(E) OFFICE
(E) OFFICE
(E) ENTRY
9 9
10 10
DEMOLITION GENERAL NOTES
ASBESTOS ABATEMENT WILL NOT BE REQUIRED BY THE GENERAL CONTRACTOR
1.
DISPOSE OF ALL DEMOLITION ITEMS PROPERLY, REF SPECS FOR ADDL INFO.
VERIFY W/ OWNER IF DEMOLITION ITEMS NEED TO BE SALVAGED PRIOR TO REMOVAL.
2.
REMOVE WALL FINISH FROM EXISTING WALLS TO REMAIN IN PREPARATION FOR NEW WALL FINISH3.
REFERENCE STRUCTURAL, MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR ADDITIONAL
DEMOLITION INFORMATION
4.
ALL WALL AND CEILING SURFACES TO BE THOROUGHLY CLEANED FOLLOWING DEMOLITION WORK
TO PREPARE SURFACES FOR NEW FINISHES
REMOVE ALL ABANDONED MECHANICAL AND ELECTRICAL PIPES, CONDUIT AND WIRING, PREP &
PATCH HOLES AS REQUIRED FOLLOWING REMOVAL TO ASSURE A UNIFORM APPEARANCE.
REMOVE ALL MISCELLANEOUS FASTENERS/NAILERS OR MATERIAL WITH NO PURPOSE,
CAREFULLY REMOVE SUCH ITEMS IN ORDER TO MINIMIZE DAMAGES TO EXISTING MATERIALS.
PATCH HOLES AS REQUIRED FOLLOWING REMOVAL TO ASSURE A UNIFORM APPEARANCE.
CONTRACTOR SHALL COORDINATE DEMOLITION WITH FIELD CONDITIONS AND EXTENTS OF NEW
WORK SHOW IN THESE CONTRACT DOCUMENTS. NOTIFY THE CONTRACTING OFFICER
IMMEDIATELY OF ANY QUESTIONABLE CONDITIONS.
PROTECT ALL WALL, FLOOR AND CEILING FINISHES AND TRIM, FRAMES AND CASINGS TO REMAIN
DURING DEMOLITION, TYP.
THOROUGHLY CLEAN ALL MISCELLANEOUS SCRATCHES, GOUGES MARS AND GRAFFITI ON WALL AND CEILINGS ND TRIM, FRAMES AND CASINGS NOT SPECIFICALLY CALLED OUT IN KEY NOTES BELOW, TYP.
PREPARE AND FINISH SURFACES AS REQUIRED TO ACHIEVE A UNIFORM APPEARANCE.
5.
6.
7.
8.
9.
10.
DEMOLITION KEYNOTES
DEMOLISH AND DISPOSE (E) WOOD STUD WALL PARTITIONS IN ITS ENTIRETY1
DEMOLISH AND DISPOSE (E) DOOR, DOOR FRAMES AND HARDWARE IN ITS ENTIRETY2
DEMOLISH AND DISPOSE (E) TOILET & PEDESTAL SINK IN ITS ENTIRETY3
NOT USED THIS SHEET
7 ALTERNATE 2: DEMOLISH AND DISPOSE EXISTING EAST WINDOW WELL IN ITS ENTIRETY
8 ALTERNATE 3: DEMOLISH AND DISPOSE TWO EXISTING NORTH WINDOW WELLS IN ITS ENTIRETY
5 NOT USED THIS SHEET
6 NOT USED THIS SHEET
9 ALTERNATE 5: DEMOLISH AND DISPOSE EXISTING WINDOWS AND STOREFRONT IN ITS ENTIRETY
DEMOLISH AND DISPOSE IN ITS ENTIRETY ALL (E) FLOORING INCLUDING SHEET CARPETING IN
(E) CORRIDOR, (E) OPEN OFFICE, (E) CONFERENCE ROOM, (E) OFFICE, (E) STAIRS AND SHEET VINYL IN
(E) RESTROOMS. REMOVE ALL WALL BASE AND ADHESIVES AND DISPOSE OF PROPERLY IN
PREPARATION FOR NEW FLOORING, REFERENCE SPECS FOR ADDITIONAL INFORMATION
A
NS
CHRISTOPHER R.
MARTISON
MONTANA
D
MISSOULA
E C
N
ES
I L
E C
T
CRA
I H
T
AIA
O
T
ET
A
OMF
NT
A
0 1 2 3 4 5 6 7 8 9 10 inches
DRAWING NO.
PKG
NO.
SHEET
OF
PROJECT NO.:
REVISIONS:
DESIGNED
TECH. REVIEW
CADD
DESIGNED SUB SHEET NO. TITLE OF SHEET
3/
/2
4:
:0
P
M
AD2.1
3.10.17C O
N S
T R
U C
T
IO
N D
O C
U M
E N
T S
DEMOLITION 1ST FLR PLAN
16079
ALWRI RENOVATION
FOREST SERVICE / ROCKY MOUNTAIN RESEARCH STATION
CM
SM
SM
: 1/4" = 1'-0"AD2.1AD2.1
9 DEMOLITION 1ST FLOOR PLAN
A
B
AD5.1
AD5.1
AD5.1
AD5.1
(E
S
LO
P E
D S
T R
U C
T U
R E
1/ 8"
'-0
ROOF PLAN DEMO GENERAL NOTES
CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS & DIMENSIONS
1.
LEGALLY DISPOSE OF ALL DEMOLISHED MATERIALS2.
3. REFER TO STRUCTURAL, MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR ADDL NOTES
ROOF PLAN DEMO KEYNOTES
ALTERNATE 1: COMPLETE REROOF - DEMOLISH & DISPOSE OF WALKPADS, TPO MEMBRANE ROOFING AND BOARD INSUL DOWN TO (E) PLYWOOD ROOF SHEATHING, REMOVE (E) SHEET METAL FLASHINGS
DEMOLISH AND DISPOSE OF (E) MECH EQUIP & CURB, REFERENCE MECH DWGS FOR ADDL INFO
REMOVE (E) ELECTRICAL OUTLETS
DEMOLISH AND DISPOSE OF (E) MECHANICAL SCREEN AND SUPPORTS IN ITS ENTIRETY
EXISTING ROOF SCUPPER AND CONDUCTOR HEAD
A
NS
CHRISTOPHER R.
MARTISON
MONTANA
D
MISSOULA
E C
N
ES
I L
E C
T
CRA
I H
T
AIA
O
T
ET
A
OMF
NT
A
0 1 2 3 4 5 6 7 8 9 10 inches
DRAWING NO.
PKG
NO.
SHEET
OF
PROJECT NO.:
REVISIONS:
DESIGNED
TECH. REVIEW
CADD
DESIGNED SUB SHEET NO. TITLE OF SHEET
3/
/2
4:
:0
P
M
AD2.2
3.10.17C O
N S
T R
U C
T
IO
N D
O C
U M
E N
T S
DEMOLITION ROOF PLAN
16079
ALWRI RENOVATION
FOREST SERVICE / ROCKY MOUNTAIN RESEARCH STATION
CM
SM
SM
: 1/4" = 1'-0"AD2.2AD2.2
9 DEMOLITION ROOF PLAN
FIRST FLOOR PLAN
100' - 0"
TOP OF PARAPET
114' - 0"
FINISH SOFFIT
109' - 11 3/8"
AD5.1
7 71
4 4
A8.1
FIRST FLOOR PLAN
100' - 0"
A
TOP OF PARAPET
114' - 0"
B
FINISH SOFFIT
109' - 11 3/8"
AD5.1
4 4
DEMOLITION GENERAL NOTES
ASBESTOS ABATEMENT WILL NOT BE REQUIRED BY THE GENERAL CONTRACTOR
1.
DISPOSE OF ALL DEMOLITION ITEMS PROPERLY, REF SPECS FOR ADDL INFO.2.
REFERENCE STRUCTURAL, MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR ADDITIONAL
DEMOLITION INFORMATION
3.
DEMOLITION KEYNOTES
DEMOLISH AND DISPOSE OF (E) MECHANICAL SCREEN AND SUPPORTS IN ITS ENTIRETY
DEMOLISH AND DISPOSE OF (E) MECH EQUIP & CURB, REFERENCE MECH DWGS FOR ADDL INFO
ALTERNATE 1: COMPLETE REROOF - DEMOLISH & DISPOSE OF WALKPADS, TPO MEMBRANE ROOFING AND BOARD INSUL DOWN TO (E) PLYWOOD ROOF SHEATHING, REMOVE (E) SHEET METAL FLASHINGS
ALTERNATE 2: DEMOLISH AND DISPOSE EXISTING EAST WINDOW WELL IN ITS ENTIRETY
EXISTING ROOF SCUPPER AND CONDUCTOR HEAD
ALTERNATE 3: DEMOLISH AND DISPOSE TWO EXISTING NORTH WINDOW WELLS IN ITS ENTIRETY
ALTERNATE 5: DEMOLISH AND DISPOSE EXISTING WINDOWS AND STOREFRONT IN ITS ENTIRETY A
NS
CHRISTOPHER R.
MARTISON
MONTANA
D
MISSOULA
E C
N
ES
I L
E C
T
CRA
I H
T
AIA
O
T
ET
A
OMF
NT
A
0 1 2 3 4 5 6 7 8 9 10 inches
DRAWING NO.
PKG
NO.
SHEET
OF
PROJECT NO.:
REVISIONS:
DESIGNED
TECH. REVIEW
CADD
DESIGNED SUB SHEET NO. TITLE OF SHEET
3/
/2
4:
:0
P
M
AD4.1
3.10.17C O
N S
T R
U C
T
IO
N D
O C
U M
E N
T S
DEMO EXTERIOR ELEVATIONS
16079
ALWRI RENOVATION
FOREST SERVICE / ROCKY MOUNTAIN RESEARCH STATION
CM
SM
SM
: 1/4" = 1'-0"AD4.1AD4.1
5 DEMOLITION NORTH ELEVATION
: 1/4" = 1'-0"AD4.1A0.2
13 DEMOLITION EAST ELEVATION 7
AD2.1
AD2.1
TOP OF PARAPET
114' - 0"
FINISH SOFFIT
109' - 11 3/8"
AD5.1
7 7 1
A8.1
A8.1
FIRST FLOOR PLAN
100' - 0"
A
TOP OF PARAPET
114' - 0"
B
FINISH SOFFIT
109' - 11 3/8"
AD5.1
7 1
DEMOLITION GENERAL NOTES
ASBESTOS ABATEMENT WILL NOT BE REQUIRED BY THE GENERAL CONTRACTOR
1.
DISPOSE OF ALL DEMOLITION ITEMS PROPERLY, REF SPECS FOR ADDL INFO.2.
REFERENCE STRUCTURAL, MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR ADDITIONAL
DEMOLITION INFORMATION
3.
DEMOLITION KEYNOTES
DEMOLISH AND DISPOSE OF (E) MECHANICAL SCREEN AND SUPPORTS IN ITS ENTIRETY
DEMOLISH AND DISPOSE OF (E) MECH EQUIP & CURB, REFERENCE MECH DWGS FOR ADDL INFO
ALTERNATE 1: COMPLETE REROOF - DEMOLISH & DISPOSE OF WALKPADS, TPO MEMBRANE ROOFING AND BOARD INSUL DOWN TO (E) PLYWOOD ROOF SHEATHING, REMOVE (E) SHEET METAL FLASHINGS
ALTERNATE 2: DEMOLISH AND DISPOSE EXISTING EAST WINDOW WELL IN ITS ENTIRETY
NOT USED THIS SHEET
ALTERNATE 3: DEMOLISH AND DISPOSE TWO EXISTING NORTH WINDOW WELLS IN ITS ENTIRETY
ALTERNATE 5: DEMOLISH AND DISPOSE EXISTING WINDOWS AND STOREFRONT IN ITS ENTIRETY A
NS
CHRISTOPHER R.
MARTISON
MONTANA
D
MISSOULA
E C
N
ES
I L
E C
T
CRA
I H
T
AIA
O
T
ET
A
OMF
NT
A
0 1 2 3 4 5 6 7 8 9 10 inches
DRAWING NO.
PKG
NO.
SHEET
OF
PROJECT NO.:
REVISIONS:
DESIGNED
TECH. REVIEW
CADD
DESIGNED SUB SHEET NO. TITLE OF SHEET
3/
/2
4:
:0
P
M
AD4.2
3.10.17C O
N S
T R
U C
T
IO
N D
O C
U M
E N
T S
DEMO EXTERIOR ELEVATIONS
16079
ALWRI RENOVATION
FOREST SERVICE / ROCKY MOUNTAIN RESEARCH STATION
CM
SM
SM
: 1/4" = 1'-0"AD4.2AD2.1
5 DEMOLITION SOUTH ELEVATION
: 1/4" = 1'-0"AD4.2AD2.1
13 DEMOLITION WEST ELEVATION 8
TOP OF PARAPET
114' - 0"
BASEMENT PLAN
89' - 0"
FINISH SOFFIT
109' - 11 3/8"
AD5.1
(E) OPEN OFFICE (E) CORRIDOR
(E) OFFICE (E) RECEPTION AREA
BSMT. CEILING HT.
97' - 0"
5 5
108' - 0"
EXISTING CEILING HT.
5 5
FIRST FLOOR PLAN
100' - 0"
A
TOP OF PARAPET
114' - 0"
BASEMENT PLAN
89' - 0"
B
FINISH SOFFIT
109' - 11 3/8"
AD5.1
(E) OFFICE (E) OFFICE (E) OFFICE
(E) CONFERENCE ROOM /
BREAK ROOM
(E) CORRIDOR(E) MECH. RM.
BSMT. CEILING HT.
97' - 0"
3 4
DEMOLITION KEYNOTES
ALTERNATE 1: COMPLETE REROOF - DEMOLISH & DISPOSE OF WALKPADS, TPO MEMBRANE ROOFING AND BOARD INSUL DOWN TO (E) PLYWOOD ROOF SHEATHING, REMOVE (E) SHEET METAL FLASHINGS
ALTERNATE 5: DEMOLISH AND DISPOSE EXISTING WINDOWS AND STOREFRONT IN ITS ENTIRETY2
REMOVE (E) METAL KITCHEN SUITE (SINK, RANGE, OVEN, UPPER & LOWER CABINETS) IN ITS ENTIRETY
REMOVE (E) STORAGE CABINET IN ITS ENTIRETY
DEMOLISH AND DISPOSE (E) DOOR, DOOR FRAMES AND HARDWARE IN ITS ENTIRETY
DEMOLISH AND DISPOSE OF (E) MECHANICAL SCREEN AND SUPPORTS IN ITS ENTIRETY
DEMOLISH AND DISPOSE OF (E) MECH EQUIP & CURB, REFERENCE MECH DWGS FOR ADDL INFO7
DEMOLISH AND DISPOSE (E) WOOD STUD WALL PARTITIONS IN ITS ENTIRETY8
DEMOLISH AND DISPOSE (E) ACOUSTICAL CEILING TILE & (E) GYPSUM CEILING BOARD ATTACHED
TO JOISTS IN ITS ENTIRETY
DEMOLITION GENERAL NOTES
ASBESTOS ABATEMENT WILL NOT BE REQUIRED BY THE GENERAL CONTRACTOR
1.
DISPOSE OF ALL DEMOLITION ITEMS PROPERLY, REF SPECS FOR ADDL INFO.
VERIFY W/ OWNER IF DEMOLITION ITEMS NEED TO BE SALVAGED PRIOR TO REMOVAL.
2.
REMOVE WALL FINISH FROM EXISTING WALLS TO REMAIN IN PREPARATION FOR NEW WALL FINISH3.
REFERENCE STRUCTURAL, MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR ADDITIONAL
DEMOLITION INFORMATION
4.
ALL WALL AND CEILING SURFACES TO BE THOROUGHLY CLEANED FOLLOWING DEMOLITION WORK
TO PREPARE SURFACES FOR NEW FINISHES
REMOVE ALL ABANDONED MECHANICAL AND ELECTRICAL PIPES, CONDUIT AND WIRING, PREP &
PATCH HOLES AS REQUIRED FOLLOWING REMOVAL TO ASSURE A UNIFORM APPEARANCE.
REMOVE ALL MISCELLANEOUS FASTENERS/NAILERS OR MATERIAL WITH NO PURPOSE,
CAREFULLY REMOVE SUCH ITEMS IN ORDER TO MINIMIZE DAMAGES TO EXISTING MATERIALS.
PATCH HOLES AS REQUIRED FOLLOWING REMOVAL TO ASSURE A UNIFORM APPEARANCE.
CONTRACTOR SHALL COORDINATE DEMOLITION WITH FIELD CONDITIONS AND EXTENTS OF NEW
WORK SHOW IN THESE CONTRACT DOCUMENTS. NOTIFY THE CONTRACTING OFFICER
IMMEDIATELY OF ANY QUESTIONABLE CONDITIONS.
PROTECT ALL WALL, FLOOR AND CEILING FINISHES AND TRIM, FRAMES AND CASINGS TO REMAIN
DURING DEMOLITION, TYP.
THOROUGHLY CLEAN ALL MISCELLANEOUS SCRATCHES, GOUGES MARS AND GRAFFITI ON WALL AND CEILINGS ND TRIM, FRAMES AND CASINGS NOT SPECIFICALLY CALLED OUT IN KEY NOTES BELOW, TYP.
PREPARE AND FINISH SURFACES AS REQUIRED TO ACHIEVE A UNIFORM APPEARANCE.
5.
6.
7.
8.
9.
10.
A
NS
CHRISTOPHER R.
MARTISON
MONTANA
D
MISSOULA
E C
N
ES
I L
E C
T
CRA
I H
T
AIA
O
T
ET
A
OMF
NT
A
0 1 2 3 4 5 6 7 8 9 10 inches
DRAWING NO.
PKG
NO.
SHEET
OF
PROJECT NO.:
REVISIONS:
DESIGNED
TECH. REVIEW
CADD
DESIGNED SUB SHEET NO. TITLE OF SHEET
3/
/2
4:
:0
P
M
AD5.1
3.10.17C O
N S
T R
U C
T
IO
N D
O C
U M
E N
T S
DEMO BUILDING SECTIONS
16079
ALWRI RENOVATION
FOREST SERVICE / ROCKY MOUNTAIN RESEARCH STATION
CM
SM
SM
: 1/4" = 1'-0"AD5.1AD2.0
5 DEMOLITION EAST-WEST BUILDING SECTION
: 1/4" = 1'-0"AD5.1AD2.0
13 DEMOLITION NORTH-SOUTH BUILDING SECTION
B
(E) CONFERENCE ROOM /
BREAK ROOM
(E) OFFICE
(E) OPEN OFFICE
(E) WOMEN'S
RESTROOM
(E) MEN'S
RESTROOM
(E) MECH. RM.
(E) STAIR A
(E) CORRIDOR
(E) STAIR B
(E ) 2 x4 A
CT
8'
- 0
(E ) 2 x4 A
CT
8'
- 0
"(E ) 2 x4 A
CT
8'
- 2
(E ) 2 x4 A
CT
8'
- 0
(E ) 2 x4 A
CT
8'
- 0
1 11
GCB-1
8'
- 0
(E ) 2 x4 A
CT
8'
- 0
DEMOLITION KEYNOTES
REMOVE (E) GYPSUM BOARD CEILING
1 DEMOLISH AND DISPOSE (E) ACOUSTICAL CEILING TILE & (E) GYPSUM CEILING BOARD ATTACHED
TO JOISTS IN ITS ENTIRETY
SKIM COAT / TEXTURE TO MATCH EXTERIOR
DEMOLITION GENERAL NOTES
ASBESTOS ABATEMENT WILL NOT BE REQUIRED BY THE GENERAL CONTRACTOR
1.
DISPOSE OF ALL DEMOLITION ITEMS PROPERLY, REF SPECS FOR ADDL INFO.
VERIFY W/ OWNER IF DEMOLITION ITEMS NEED TO BE SALVAGED PRIOR TO REMOVAL.
2.
REFERENCE STRUCTURAL, MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR ADDITIONAL
DEMOLITION INFORMATION
3.
REMOVE (E) GYPSUM WALL BOARD ATTACHED TO BOTTOM OF TJI FLOOR AND ROOF JOISTS4.
A
NS
CHRISTOPHER R.
MARTISON
MONTANA
D
MISSOULA
E C
N
ES
I L
E C
T
CRA
I H
T
AIA
O
T
ET
A
OMF
NT
A
0 1 2 3 4 5 6 7 8 9 10 inches
DRAWING NO.
PKG
NO.
SHEET
OF
PROJECT NO.:
REVISIONS:
DESIGNED
TECH. REVIEW
CADD
DESIGNED SUB SHEET NO. TITLE OF SHEET
3/
/2
4:
:0
P
M
AD7.0
3.10.17C O
N S
T R
U C
T
IO
N D
O C
U M
E N
T S
DEMO BASEMENT RCP
16079
ALWRI RENOVATION
FOREST SERVICE / ROCKY MOUNTAIN RESEARCH STATION
CM
SM
SM
: 1/4" = 1'-0"AD7.0AD7.0
9 DEMOLITION BASEMENT REFLECTED CEILING PLAN
B
(E) OFFICE
(E) OFFICE
(E) OFFICE
(E) UNI-SEX
RESTROOM
(E) FILE
STORAGE
(E) STAIR A
(E) RECEPTION AREA
(E) STAIR B
(E) OFFICE
(E) OFFICE
(E) OFFICE
(E) OFFICE
(E) ENTRY
DEMOLITION GENERAL NOTES
ASBESTOS ABATEMENT WILL NOT BE REQUIRED BY THE GENERAL CONTRACTOR
1.
DISPOSE OF ALL DEMOLITION ITEMS PROPERLY, REF SPECS FOR ADDL INFO.
VERIFY W/ OWNER IF DEMOLITION ITEMS NEED TO BE SALVAGED PRIOR TO REMOVAL.
2.
REFERENCE STRUCTURAL, MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR ADDITIONAL
DEMOLITION INFORMATION
3.
REMOVE (E) GYPSUM WALL BOARD ATTACHED TO BOTTOM OF TJI FLOOR AND ROOF JOISTS4.
DEMOLITION KEYNOTES
REMOVE (E) GYPSUM BOARD CEILING
1 DEMOLISH AND DISPOSE (E) ACOUSTICAL CEILING TILE & (E) GYPSUM CEILING BOARD ATTACHED TO
JOISTS IN ITS ENTIRETY
NOT USED THIS SHEET
A
NS
CHRISTOPHER R.
MARTISON
MONTANA
D
MISSOULA
E C
N
ES
I L
E C
T
CRA
I H
T
AIA
O
T
ET
A
OMF
NT
A
0 1 2 3 4 5 6 7 8 9 10 inches
DRAWING NO.
PKG
NO.
SHEET
OF
PROJECT NO.:
REVISIONS:
DESIGNED
TECH. REVIEW
CADD
DESIGNED SUB SHEET NO. TITLE OF SHEET
3/
/2
4:
:0
P
M
AD7.1
3.10.17C O
N S
T R
U C
T
IO
N D
O C
U M
E N
T S
DEMO 1ST FLR RCP
16079
ALWRI RENOVATION
FOREST SERVICE / ROCKY MOUNTAIN RESEARCH STATION
CM
SM
SM
: 1/4" = 1'-0"AD7.1AD7.1
9 DEMOLITION FIRST FLOOR REFLECTED CEILING PLAN
A
B
A5.1
A5.1
A5.1
A5.1
(E) MECH. RM.
MEN'S
RESTROOM
WOMEN'S
RESTROOM
60' - 0"
(E)
CONFERENCE
(E) OPEN OFFICE
AREA
DAYLIGHTING ATRIUM
(OPEN TO ABOVE)
A6.1 A6.1
A6.1
6 10
2.
W
W1
W
W
4' - 0" 4' - 0"4' - 0" 4' - 0"
/4
4.
3.
W
9 TYP.
9TYP.
6 6
EQ EQ
E Q
E Q
A8.1
W
W
A8.1
W001.1 W001.2
W001.3
W
U N
D E
R
LA
N D
IN
G
5.
5.
001.1
CONSTRUCTION GENERAL NOTES
WALLS: REFERENCE WALL TYPE LEGEND THIS SHEET FOR ADDL INFO. WALL TYPES DO NOT INCLUDE WALL FINISHES, REFERENCE COLOR AND FINISH SCHEDULE ON A9.1 FOR ADDITIONAL INFORMATION.
AT STUD WALLS, BLOCKING/BACKING IS REQUIRED AT THE FOLLOWING LOCATIONS:
A. WALL MOUNTED COUNTERS
B. WALL MOUNTED ACCESSORIES AND EQUIPMENT
C. WALL MOUNTED DOORSTOPS
D. WALL MOUNTED DOOR HOLD OPEN DEVICES AND/OR CLOSURES
E. TOILET ROOM PARTITIONS AND ACCESSORIES
F. OTHER LOCATIONS AS REQ. BY THE ARCHITECT AND INDUSTRY STANDARDS
SKIM COAT & PAINT ALL EXISTING WALLS IN BUILDING, REFERENCE A9.1 AND SPECS FOR ADDL INFO
1.
DOORS: REFERENCE DOOR SCHEDULE ON SHEET A9.1 FOR ADDITIONAL INFORMATION2.
FLOORING: REFERENCE FINISH FLOOR PLANS & ROOM FINISH SCHEDULE ON SHEET A9.1 FOR
ADDITIONAL INFORMATION
4.
CABINETS: REFERENCE INTERIOR ELEVATIONS FOR ADDL INFO5.
REFER TO STRUCTURAL, MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR ADDL NOTES6.
ALL FRAMING, BLOCKING, FURRING, OR OTHER WOOD MEMBERS IN CONTACT WITH CONCRETE
OR CONCRETE MASONRY UNITS SHALL BE 'WOLMANIZED' OR EQUAL PROCESS TREATED WOOD.
7.
WINDOWS & STOREFRONT: ALTERNATE 5 - ALL NEW WINDOWS & STOREFRONT, REF DWG SHT A0.23.
ALTERNATES: REFERENCE DRAWING SHEET A0.2 AND SPECS FOR ADDITIONAL INFORMATION8.
CONSTRUCTION KEYNOTES
PLASTIC-LAMINATE-FACED ARCHITECTURAL CABINETS / PLASTIC-LAMINATE-CLAD COUNTERTOPS, REFERENCE SHEET A6.1 FOR ADDITIONAL INFORMATION
SYSTEMS FURNITURE, NOT IN CONTRACT2
NOT USED THIS SHEET3
NOT USED THIS SHEET
HANDRAIL, REFERENCE DETAIL , ,
FIRE EXTINGUISHER / FIRE EXTINGUISHER CABINET, REF SPECS FOR ADDL INFO AND DETAIL
GLUED-LAMINATED CONSTRUCTION, REFERENCE SPECS & STRUCT FOR ADDITIONAL INFORMATION
NOT USED THIS SHEET
TOILET ACCESSORIES, REFERENCE SPECS & A6.1 FOR ADDITIONAL INFORMATION
10 ALTERNATE 2: ENLARGE EAST WINDOW WELL
11 ALTERNATE 3: ENLARGE TWO EXISTING NORTH WINDOW WELLS INTO ONE LARGER WINDOW WELL
/- ---/1 A8.1 /9 A8.1
/14 A0.1
12 PROVIDE 4'-0"H ALCOVE TO CONCEAL EXISTING WATER COOLER PLUMBING & ELEC CONNECTIONS
WALL TYPE LEGEND
WALL TYPE SYMBOL:
W1
WALL TYPE DESIGNATION
NUMBER - SUBSET OF WALL TYPE
W - WOOD STUD
W1
WOOD FRAMING
5/8" GWB
FINISH VARIES
2X4
WALL BASE VARIES
2X4 WOOD STUDS @ 16" O.C.
FULL THICKNESS SOUND BATTS
GWB BOTH SIDES
W2
2X6
2X6 WOOD STUDS @ 16" O.C.
FULL THICKNESS SOUND BATTS
GWB BOTH SIDES
WOOD FRAMING
5/8" GWB
FINISH VARIES
WALL BASE VARIES
W3
WOOD FRAMING
2 LAYERS 5/8" GWB ONE SIDE, REF SPECS - TYP.
FINISH VARIES, REF FINISH SCHEDULE AND
INTERIOR ELEVATIONS FOR ADD'L INFO
2X4
WALL BASE VARIES, REFERENCE FINISH SCHED AND
INTERIOR ELEVATIONS FOR ADDITIONAL INFORMATION
2X4 WOOD STUDS @ 16" O.C.
2 LAYERS GWB ONE SIDE
1-HR. FIRE-RESISTANCE RATED CONSTRUCTION
UL DESIGN NO. L524
A
NS
CHRISTOPHER R.
MARTISON
MONTANA
D
MISSOULA
E C
N
ES
I L
E C
T
CRA
I H
T
AIA
O
T
ET
A
OMF
NT
A
0 1 2 3 4 5 6 7 8 9 10 inches
DRAWING NO.
PKG
NO.
SHEET
OF
PROJECT NO.:
REVISIONS:
DESIGNED
TECH. REVIEW
CADD
DESIGNED SUB SHEET NO. TITLE OF SHEET
3/
/2
4:
:2
P
M
A2.0
3.10.17C O
N S
T R
U C
T
IO
N D
O C
U M
E N
T S
CONSTRUCTION BSMT PLAN
16079
ALWRI RENOVATION
FOREST SERVICE / ROCKY MOUNTAIN RESEARCH STATION
CM
SM
SM
: 1/4" = 1'-0"A2.0A2.0
9 CONSTRUCTION BASEMENT PLAN NORTH
CONSTRUCTION WALL TYPES
A2.0 : A2.0 3" = 1'-0"
A
B
A2.1F
A2.1F
A2.0F
(E) MECH. RM.
MEN'S
RESTROOM
WOMEN'S
RESTROOM
(E)
CONFERENCE
(E) OPEN OFFICE
AREA
STAIR
A
STAIR
B
FLOOR FINISH GENERAL NOTES
PROVIDE A SMOOTH, LEVEL FINISH AT ALL FLOOR MATERIALS
1.
PROVIDE TRANSITION / TERMINATOR STRIP BETWEEN DISSIMILAR FLOOR MATERIALS, REFERENCE
COLOR AND FINISH SCHEDULE FOR ADDITIONAL INFORMATION
2.
REFERENCE COLOR AND FINISH SCHEDULE ON SHEET A9.1 FOR ADDITIONAL INFORMATION3.
FLOOR FINISH MATERIALS LEGEND
SYMBOL DESCRIPTION
SEALED CONCRETE
TILE CARPETING
RESILIENT LINOLEUM SHEET FLOORING
RUBBER STAIR TREADS
NOTE: REFERENCE COLOR AND FINISH SCHEDULE ON SHEET A9.1 AND SPECS FOR ADDITIONAL INFORMATION
1/4" RUBBER REDUCER STRIP, TO
MATCH CARPET HEIGHT, REF. SPEC
FOR FURTHER DETAIL.TILE CARPETING
CONCRETE
1/ 4"
1 1/4"
A
NS
CHRISTOPHER R.
MARTISON
MONTANA
D
MISSOULA
E C
N
ES
I L
E C
T
CRA
I H
T
AIA
O
T
ET
A
OMF
NT
A
0 1 2 3 4 5 6 7 8 9 10 inches
DRAWING NO.
PKG
NO.
SHEET
OF
PROJECT NO.:
REVISIONS:
DESIGNED
TECH. REVIEW
CADD
DESIGNED SUB SHEET NO. TITLE OF SHEET
3/
/2
4:
:4
P
M
A2.0F
3.10.17C O
N S
T R
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O C
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E N
T S
FLOOR FINISH BASEMENT PLAN
16079
ALWRI RENOVATION
FOREST SERVICE / ROCKY MOUNTAIN RESEARCH STATION
CM
SM
SM
: 1/4" = 1'-0"A2.0FA2.0F
9 FLOOR FINISH BASEMENT PLAN
: 12" = 1'-0"A2.0FA2.0F
12 TRANSISTION @ CARPET - CONCRETE
A
B
60' - 0"
4' - 0 1/2"
7' - 8" 2' - 0"
/2
4' - 0"
4' - 0"
3' - 0"
4' - 4"
A4.2
A4.1
A4.1
A4.2
A5.1
A5.1
A5.1
A5.1
22' - 3" 7' - 2" 12' - 2" 7' - 2" 11' - 3"
ABA UNI-SEX
RESTROOM
STAIR
A
STAIR
B
DAYLIGHTING ATRIUM
(OPEN TO BASEMENT)
CONFERENCE
ROOM
DIRECTOR
OFFICE
RGEG SCIENTIST
RGEG SCIENTIST
RGEG SCIENTIST
RGEG SCIENTIST
RGEG SCIENTIST
RGEG SCIENTIST
RECEPTION
OPEN OFFICE
AREA
ENTRY
TYP.
TYP.
TYP.
111.1
3 3 3
3 3
A6.1 2
PRINTERS
W
W
W1 W1
W
DN.
8' - 0" 8' - 4 1/8" 10' - 0" 10' - 0" 9' - 9 5/8"
10' - 0" 8' - 6 5/8" 8' - 0" 10' - 0" 7' - 1 1/2" 6' - 0" 8' - 1 1/4"
3' - 0"
16' - 8 3/4" 14' - 1 3/4"
/8
/8
8'
2'
/4
W1
A0.2
A0.2
9 TYP.
A8.1
A8.1
101.1
W108.1W110.1
102.1
W106.1
W105.1
W102.3W102.2W103.1
W112.1
1/ 2"
6'
16' - 4"
6' - 8"
7'
4' - 2" 12 12
6" 4'
1'
7'
11' - 11" 6" 11' - 6" 6"
7'
7' - 7 1/4"
CONSTRUCTION GENERAL NOTES
WALLS: REFERENCE WALL TYPE LEGEND THIS SHEET FOR ADDL INFO. WALL TYPES DO NOT INCLUDE WALL FINISHES, REFERENCE COLOR AND FINISH SCHEDULE ON A9.1 FOR ADDITIONAL INFORMATION.
AT STUD WALLS, BLOCKING/BACKING IS REQUIRED AT THE FOLLOWING LOCATIONS:
A. WALL MOUNTED COUNTERS
B. WALL MOUNTED ACCESSORIES AND EQUIPMENT
C. WALL MOUNTED DOORSTOPS
D. WALL MOUNTED DOOR HOLD OPEN DEVICES AND/OR CLOSURES
E. TOILET ROOM PARTITIONS AND ACCESSORIES
F. OTHER LOCATIONS AS REQ. BY THE ARCHITECT AND INDUSTRY STANDARDS
SKIM COAT & PAINT ALL EXISTING WALLS IN BUILDING, REFERENCE A9.1 AND SPECS FOR ADDL INFO
1.
DOORS: REFERENCE DOOR SCHEDULE ON SHEET A9.1 FOR ADDITIONAL INFORMATION2.
FLOORING: REFERENCE FINISH FLOOR PLANS & ROOM FINISH SCHEDULE ON SHEET A9.1 FOR
ADDITIONAL INFORMATION
4.
CABINETS: REFERENCE INTERIOR ELEVATIONS FOR ADDL INFO5.
REFER TO STRUCTURAL, MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR ADDL NOTES6.
ALL FRAMING, BLOCKING, FURRING, OR OTHER WOOD MEMBERS IN CONTACT WITH CONCRETE
OR CONCRETE MASONRY UNITS SHALL BE 'WOLMANIZED' OR EQUAL PROCESS TREATED WOOD.
7.
WINDOWS & STOREFRONT: ALTERNATE 5 - ALL NEW WINDOWS & STOREFRONT, REF DWG SHT A0.23.
ALTERNATES: REFERENCE DRAWING SHEET A0.2 AND SPECS FOR ADDITIONAL INFORMATION8.
CONSTRUCTION KEYNOTES
PLASTIC-LAMINATE-FACED ARCHITECTURAL CABINETS / PLASTIC-LAMINATE-CLAD COUNTERTOPS, REFERENCE SHEET A6.1 FOR ADDITIONAL INFORMATION
SYSTEMS FURNITURE, NOT IN CONTRACT, TYPICAL2
FIRE EXTINGUISHER / FIRE EXTINGUISHER CABINET, REF SPECS FOR ADDL INFO AND DETAIL
(E) HALF WALL, RAISE WALL TO 42", SKIM COAT/TEXTURE, PAINT AND CAP WITH WOOD TRIM, REFERENCE DETAIL
GLUED-LAMINATED CONSTRUCTION, REFERENCE SPECS & STRUCT FOR ADDITIONAL INFORMATION
GUARDRAIL, REFERENCE DETAIL
TRENDWALL PANEL MOVEABLE WALLS, NOT IN CONTRACT
HANDRAIL, REFERENCE DETAIL , ,
9 TOILET ACCESSORIES, REFERENCE SPECS & A6.1 FOR ADDITIONAL INFORMATION
10 ALTERNATE 2: ENLARGE EAST WINDOW WELL
11 ALTERNATE 3: ENLARGE TWO EXISTING NORTH WINDOW WELLS INTO ONE LARGER WINDOW WELL
/10 A8.1
/1 A8.1 /9 A8.1 /13 A8.1
/14 A0.1
/9 A8.1
12 GUARDRAIL 2" X 2" COLUMNS SPACED EQUALLY @ 4' - 2" MAX. ON CENTER, ADJ. SPACING AS
NECESSARY TO MATCH THE DIM. OF DAYLIGHT ATRIUM OPENING
13 MECHANICAL EQUIPMENT CONCRETE PAD, REF STRUCT/MECH DRAWINGS FOR ADDL INFO
W1
WOOD FRAMING
5/8" GWB
FINISH VARIES, REF FINISH SCHEDULE AND
INTERIOR ELEVATIONS FOR ADD'L INFO
2X4
WALL BASE VARIES, REFERENCE FINISH SCHED AND
INTERIOR ELEVATIONS FOR ADDITIONAL INFORMATION
2X4 WOOD STUDS @ 16" O.C.
FULL THICKNESS SOUND BATTS
GWB BOTH SIDES
WALL TYPE LEGEND
WALL TYPE SYMBOL:
W1
WALL TYPE DESIGNATION
NUMBER - SUBSET OF WALL TYPE
W - WOOD STUD
A
NS
CHRISTOPHER R.
MARTISON
MONTANA
D
MISSOULA
E C
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CRA
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AIA
O
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A
OMF
NT
A
0 1 2 3 4 5 6 7 8 9 10 inches
DRAWING NO.
PKG
NO.
SHEET
OF
PROJECT NO.:
REVISIONS:
DESIGNED
TECH. REVIEW
CADD
DESIGNED SUB SHEET NO. TITLE OF SHEET
3/
/2
4:
:4
P
M
A2.1
3.10.17C O
N S
T R
U C
T
IO
N D
O C
U M
E N
T S
CONSTRUCTION 1ST FLR PLAN
16079
ALWRI RENOVATION
FOREST SERVICE / ROCKY MOUNTAIN RESEARCH STATION
CM
SM
SM
: 1/4" = 1'-0"A2.1A2.1
9 CONSTRUCTION 1ST FLOOR PLAN
NORTH
CONSTRUCTION WALL TYPES
A2.1 : A2.1 3" = 1'-0"
B
DN.
DN.
A2.1F
RGEG SCIENTIST
RGEG SCIENTIST
RGEG SCIENTIST
RGEG SCIENTIST
RGEG SCIENTIST
DIRECTOR
OFFICE
RGEG SCIENTIST
RECEPTION
ENTRY
CONFERENCE
ROOM
ABA UNI-SEX
RESTROOM
STAIR
A
STAIR
B
A8.1
OPEN OFFICE
AREA
A2.1F
A2.1F
A2.1F
FLOOR FINISH GENERAL NOTES
PROVIDE A SMOOTH, LEVEL FINISH AT ALL FLOOR MATERIALS
1.
PROVIDE TRANSITION / TERMINATOR STRIP BETWEEN DISSIMILAR FLOOR MATERIALS, REFERENCE
COLOR AND FINISH SCHEDULE FOR ADDITIONAL INFORMATION
2.
REFERENCE COLOR AND FINISH SCHEDULE ON SHEET A9.1 FOR ADDITIONAL INFORMATION3.
FLOOR FINISH MATERIALS LEGEND
SYMBOL DESCRIPTION
NOTE: REFERENCE COLOR AND FINISH SCHEDULE ON SHEET A9.1 AND SPECS FOR ADDITIONAL INFORMATION
TILE CARPETING
RESILIENT LINOLEUM SHEET FLOORING
ENTRANCE FLOORING
RUBBER STAIR TREADS
1/4" RUBBER REDUCER STRIP, TO
MATCH CARPET HEIGHT, REF. SPEC
FOR FURTHER DETAIL.
TILE CARPETING
RESILIENT LINOLEUM FLOORING
1/ 4"
1/ 8"
1 3/8"
1 5/8"
RUBBER CARPET COVE CAP, TO MATCH
CARPET HEIGHT, REF. SPEC FOR
FURTHER DETAIL.
TILE CARPETING
OPEN TO DAYLIGHT ATRIUM
1 1/2"
5/8"
GLULAM
A
NS
CHRISTOPHER R.
MARTISON
MONTANA
D
MISSOULA
E C
N
ES
I L
E C
T
CRA
I H
T
AIA
O
T
ET
A
OMF
NT
A
0 1 2 3 4 5 6 7 8 9 10 inches
DRAWING NO.
PKG
NO.
SHEET
OF
PROJECT NO.:
REVISIONS:
DESIGNED
TECH. REVIEW
CADD
DESIGNED SUB SHEET NO. TITLE OF SHEET
3/
/2
4:
:4
P
M
A2.1F
3.10.17C O
N S
T R
U C
T
IO
N D
O C
U M
E N
T S
FLOOR FINISH 1ST FLOOR PLAN
16079
ALWRI RENOVATION
FOREST SERVICE / ROCKY MOUNTAIN RESEARCH STATION
CM
SM
SM
: 1/4" = 1'-0"A2.1FA2.1F
9 FLOOR FINISH 1ST FLOOR PLAN
NORTH
: 12" = 1'-0"A2.1FA2.1F
14 TRANSITION @ CARPET - RESILENT FLOOR
: 12" = 1'-0"A2.1FA2.1F
13 TRANSITION @ CARPET - DAYLIGHT ATRIUM
B
A5.1
A5.1
A5.1
A5.1
(E
S
LO
P E
D S
T R
U C
T U
R E
1/ 8"
'-0
7 7
3'
ROOF PLAN CONST GENERAL NOTES
CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS & DIMENSIONS
1.
REFERENCE THE SPECIFICATIONS FOR ADDITIONAL INFORMATION ON THE BASIS OF DESIGN.
IT SHALL BE THE RESPONSIBILITY OF THE SYSTEM MANUFACTURER AND THE CONTRACTOR TO
MODIFY DETAILS AS REQUIRED FOR THEIR SYSTEM. THERE WILL BE NO ADDITIONAL COMPENSATION
AFTER THE BID OPENING FOR ANY REQUIRED CHANGES.
2.
PROVIDE FLASHING AT ALL OPENINGS AND EQUIPMENT SHOWN ON THIS DRAWINGS, REFERENCE
MECHANICAL AND ELECTRICAL DRAWINGS FOR ADDL ITEMS PENETRATING THE ROOF ASSEMBLY
3.
REFER TO STRUCTURAL, MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR ADDL NOTES4.
PROVIDE ROOF CRICKETS AT ALL UPSLOPE AREAS OF MECH EQUIPMENT, CURBS & ROOF HATCHES5.
CRICKETS TO SLOPE POSITIVELY 1/4" PER FOOT FROM HORIZONTAL PLANE. MAINTAIN 1/8" PER FOOT
MINIMUM FOR ALL CRICKET VALLEYS. CRICKETS ARE FOR REFERENCE ONLY. CONTRACTOR TO
PROVIDE DETAILED LAYOUT PLAN FOR ARCHITECT REVIEW PRIOR TO INSTALLATION.
6.
ROOF PENETRATIONS OF ANY KIND SHALL NOT BE LOCATED IN CRICKET VALLEYS, REF DETAIL7. /15 A2.2
ROOF PLAN CONST KEYNOTES
ALTERNATE 1: NEW ADHERED EPDM MEMBRANE ROOFING W/ 2 STAGGERED LAYERS OF 4" ROOF
BOARD INSULATION (R-48 MIN.), REFERENCE SPECS FOR ADD'L INFO AND DETAIL
NOT USED2
EXISTING PARAPET SCUPPER W/ CONDUCTOR HEAD
PATCH (E) RTU PENETRATIONS, REFERENCE STRUCTURAL FOR ADDITIONAL INFORMATION
COVER ALL RTU PENETRATIONS W/ GALV. SHEET METAL TURNED DOWN & FASTENED W/ REGLET
AT ALL SIDES SIMILAR TO EXISTING CONDITIONS TO ACHIEVE A WATERTIGHT SEAL
ALTERNATE 1: CRICKET BUILT-UP W/ TAPERED INSUL, REF SPECS FOR ADD'L INFO - TYP.
ALTERNATE 1: NEW METAL COPING - WRAP AND SECURE MEMBRANE OVER PARAPET PRIOR TO
INSTALLING COPING CAP, REF DETAIL
ALTERNATE 1: NEW FLEXIBLE WALKWAYS - SLIP RESISTANT, ACCEPTABLE TO ROOFING MFR,
REF DETAIL
ROOFTOP MECH EQUIPMENT, REFERENCE MECH DRAWINGS AND SIM. DETAIL8
/12 A2.2
/13 A2.2
/14 A2.2
/13 A2.2
ROOFTOP FALL PROTECTION GUARD RAIL, REF. DETAIL9 /10 A5.2
ROOF PLAN LEGEND
CRICKET BUILT-UP WITH
TAPERED INSULATION
ROOF WALKWAY PAD,
2'-6" WIDE, TYPICAL
NOTE:
BOTTOM LAYER OF INSULATION SHALL BE
LAID DOWN IN A STAGGERED PROFILE.
STAGGER AND OFFSET TOP LAYER OF
INSULATION FROM BOTTOM LAYER TO
PREVENT ALIGNED EDGES.
NEW ADHERED EPDM MEMBRANE
NEW 1/2" FIBERGLASS MAT
FACED GYPSUM CORE COVER
BOARD, REF SPECS, TYP.
2 NEW LAYERS OF ROOF BOARD
INSULATION ON SLOPING ROOF DECK
TO DRAIN PER ROOF PLAN
EXISTING PLYWD ROOF SHEATHING W/
NEW FOAMED-IN-PLACE INSUL OVER
TJL OPEN WEB JOISTS
HEAT WELD ALL 4 SIDES OF THE
WALKWAY TO ROOF MEMBRANE
AS PER MFR SPECS.
COMPATIBLE W/
SPECIFIED ROOF MATERIAL.
NOTES:
- PROVIDE WALKWAY FROM ROOF
ACCESS TO ALL SERVICEABLE
MECHANICAL EQUIPMENT.
- WALKWAY SECTIONS SPACED TO
ALLOW FOR DRAINAGE BETWEEN
SECTIONS: 1" MIN. TO 3" MAX.
2' - 6"
WATERSTOP BY
ROOFING MANUFACTURER
REF: MECHANICAL
HVAC UNIT CURB FLASHING
FASTEN COUNTER-FLASHING
w/ NEOPRENE WASHERED
FASTENERS 6" O.C.
COUNTER-FLASHING
BASE TIE-IN BY
ROOFING MANUFACTURER
ROOF MEMBRANE ASSEMBLY
REF.
RIGID INSULATION REF.
ROOF DECK
BONDING ADHESIVE
WRAP MEMBRANE OVER
PARAPET
(E) MANSARD ROOF ASSEMBLY
/12 A2.2
/12 A2.2
2" MIN
11/2"
HOT PIPE
BASE WRAP TO EXTEND MINIMUM 1" UP VERTICAL
SURFACE OF PIPE AND 2" MINIMUM ONTO FIELD MEMBRANE
WITH A SOLID WELD TO THE DECK MEMBRANE.
UPPER WRAP TO EXTEND 1-1/2" ONTO BASE WRAP AND
8" MINIMUM UP PIPE AND SEALED INTO A BEAD OF
WATER STOP WITH A STAINLESS STEEL COMPRESSION BAND.
METAL HOOD
WATER STOP
REF: MEP SHEETS FOR LOCATIONS
A
NS
CHRISTOPHER R.
MARTISON
MONTANA
D
MISSOULA
E C
N
ES
I L
E C
T
CRA
I H
T
AIA
O
T
ET
A
OMF
NT
A
0 1 2 3 4 5 6 7 8 9 10 inches
DRAWING NO.
PKG
NO.
SHEET
OF
PROJECT NO.:
REVISIONS:
DESIGNED
TECH. REVIEW
CADD
DESIGNED SUB SHEET NO. TITLE OF SHEET
3/
/2
4:
:4
P
M
A2.2
3.10.17C O
N S
T R
U C
T
IO
N D
O C
U M
E N
T S
CONSTRUCTION ROOF PLAN
16079
ALWRI RENOVATION
FOREST SERVICE / ROCKY MOUNTAIN RESEARCH STATION
CM
SM
SM
: 1/4" = 1'-0"A2.2A2.2
9 CONSTRUCTION ROOF PLAN
NORTH : 3" = 1'-0"A2.2A8.1
12 ALTERNATE 1: ADHERED EPDM MEMBRANE REROOF
: 1" = 1'-0"A2.2A2.2
14 ALTERNATE 1: NEW FLEXIBLE WALKWAY
: 1" = 1'-0"A2.2A5.2
13 ALTERNATE 1: ROOF CURB FLASHING
: 3/4" = 1'-0"A2.2A2.2
15 ALTERNATE 1: PRE-FABRICATED PIPE BOOT
TOP OF PARAPET
114' - 0"
FINISH SOFFIT
109' - 11 3/8"
A5.1
3 3
2'
3'
2'
3'
A8.1
FIRST FLOOR PLAN
100' - 0"
A
TOP OF PARAPET
114' - 0"
B
FINISH SOFFIT
109' - 11 3/8"
A5.1
CONSTRUCTION GENERAL NOTES
ALL EXPOSED SHEET METAL FLASHING IS TO BE PRE-FINISH, REFERENCE SPECS FOR ADDL INFO.
1.
DOORS & WINDOWS: REFERENCE SCHEDULES ON SHEET A9.1 FOR ADDITIONAL INFORMATION2.
3.
4.
REFER TO STRUCTURAL, MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR ADDL NOTES
ALL FRAMING, BLOCKING, FURRING, OR OTHER WOOD MEMBERS IN CONTACT WITH CONCRETE
OR CONCRETE MASONRY UNITS SHALL BE 'WOLMANIZED' OR EQUAL PROCESS TREATED WOOD.
CONSTRUCTION KEYNOTES
ALTERNATE 2: ENLARGE EAST WINDOW WELL1
ALTERNATE 3: ENLARGE TWO (E) NORTH WINDOW WELLS TO ONE LARGER WINDOW WELL2
6 PAINT (E) DOOR & FRAME, REFERENCE SPECS FOR ADDITIONAL INFO
NOT USED
ALTERNATE 5: REPLACE ALL (E) WINDOWS & DOORS
MECH EQUIPMENT, REFERENCE MECH DRAWINGS FOR ADDITIONAL INFORMATION
7 ROOFTOP FALL PROTECTION, REFERENCE SPECS AND DETAIL /10 A5.2
A
NS
CHRISTOPHER R.
MARTISON
MONTANA
D
MISSOULA
E C
N
ES
I L
E C
T
CRA
I H
T
AIA
O
T
ET
A
OMF
NT
A
0 1 2 3 4 5 6 7 8 9 10 inches
DRAWING NO.
PKG
NO.
SHEET
OF
PROJECT NO.:
REVISIONS:
DESIGNED
TECH. REVIEW
CADD
DESIGNED SUB SHEET NO. TITLE OF SHEET
3/
/2
4:
:4
P
M
A4.1
3.10.17C O
N S
T R
U C
T
IO
N D
O C
U M
E N
T S
CONST EXTERIOR ELEVATIONS
16079
ALWRI RENOVATION
FOREST SERVICE / ROCKY MOUNTAIN RESEARCH STATION
CM
SM
SM
: 1/4" = 1'-0"A4.1A0.2
5 CONSTRUCTION NORTH ELEVATION
: 1/4" = 1'-0"A4.1A4.1
13 CONSTRUCTION EAST ELEVATION 17
A2.1
A2.1
TOP OF PARAPET
114' - 0"
FINISH SOFFIT
109' - 11 3/8"
A5.1
FIRST FLOOR PLAN
100' - 0"
A
TOP OF PARAPET
114' - 0"
B
FINISH SOFFIT
109' - 11 3/8"
A5.1
3 3
2' - 11 3/8"
CONSTRUCTION GENERAL NOTES
ALL EXPOSED SHEET METAL FLASHING IS TO BE PRE-FINISH, REFERENCE SPECS FOR ADDL INFO.
1.
DOORS & WINDOWS: REFERENCE SCHEDULES ON SHEET A9.1 FOR ADDITIONAL INFORMATION2.
3.
4.
REFER TO STRUCTURAL, MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR ADDL NOTES
ALL FRAMING, BLOCKING, FURRING, OR OTHER WOOD MEMBERS IN CONTACT WITH CONCRETE
OR CONCRETE MASONRY UNITS SHALL BE 'WOLMANIZED' OR EQUAL PROCESS TREATED WOOD.
CONSTRUCTION KEYNOTES
NOT USED THIS SHEET1
NOT USED THIS SHEET2
6 NOT USED THIS SHEET
ALTERNATE 5: REPLACE ALL (E) WINDOWS & DOORS
MECH EQUIPMENT, REFERENCE MECH DRAWINGS FOR ADDITIONAL INFORMATION
NOT USED
7 ROOFTOP FALL PROTECTION, REFERENCE SPECS AND DETAIL /10 A5.2
A
NS
CHRISTOPHER R.
MARTISON
MONTANA
D
MISSOULA
E C
N
ES
I L
E C
T
CRA
I H
T
AIA
O
T
ET
A
OMF
NT
A
0 1 2 3 4 5 6 7 8 9 10 inches
DRAWING NO.
PKG
NO.
SHEET
OF
PROJECT NO.:
REVISIONS:
DESIGNED
TECH. REVIEW
CADD
DESIGNED SUB SHEET NO. TITLE OF SHEET
3/
/2
4:
:4
P
M
A4.2
3.10.17C O
N S
T R
U C
T
IO
N D
O C
U M
E N
T S
CONST EXTERIOR ELEVATIONS
16079
ALWRI RENOVATION
FOREST SERVICE / ROCKY MOUNTAIN RESEARCH STATION
CM
SM
SM
: 1/4" = 1'-0"A4.2A2.1
5 CONSTRUCTION SOUTH ELEVATION
: 1/4" = 1'-0"A4.2A2.1
13 CONSTRUCTION WEST ELEVATION 18
TOP OF PARAPET
114' - 0"
BASEMENT PLAN
89' - 0"
FINISH SOFFIT
109' - 11 3/8"
A5.1
WOMEN'S
RESTROOM
MEN'S
RESTROOM
(E) MECH. RM.
STAIR
A
RGEG SCIENTIST
RGEG SCIENTIST
RGEG SCIENTIST
RGEG SCIENTIST
STAIR
B
1ST FLR. CEILING HT.
109' - 0"
BSMT. CEILING HT.
97' - 0"
A5.2
3.
4.
2.
(E) OPEN OFFICE
AREA
A8.1
A8.1
FIRST FLOOR PLAN
100' - 0"
A
TOP OF PARAPET
114' - 0"
BASEMENT PLAN
89' - 0"
B
FINISH SOFFIT
109' - 11 3/8"
A5.1
(E) MECH. RM.
RGEG SCIENTIST
ABA UNI-SEX
RESTROOM
RECEPTION
(E) OPEN OFFICE
AREA
1 2TYP.
1ST FLR. CEILING HT.
109' - 0"
BSMT. CEILING HT.
97' - 0"
A5.2
(E)
CONFERENCE
W1
CONSTRUCTION KEYNOTES
PLASTIC-LAMINATE-FACED ARCHITECTURAL CABINETS / PLASTIC-LAMINATE-CLAD COUNTERTOPS, REFERENCE SHEET A6.1 FOR ADDITIONAL INFORMATION
SYSTEMS FURNITURE, NOT IN CONTRACT, TYPICAL2
FIRE EXTINGUISHER AND FIRE EXTINGUISHER CABINET
TRENDWALL MOVEABLE WALLS, REF A2.1 FOR ADDITIONAL INFORMATION
TOILET ACCESSORIES, REFERENCE SPECS & A6.1 FOR ADDITIONAL INFORMATION
ALTERNATE 1: (N) FULLY ADHERED EPDM MEMBRANE ROOFING W/ 2 (N) STAGGERED LAYERS ROOF BOARD INSULATION REFERENCE A2.2 & SPECS FOR ADDITIONAL INFO. IF ALTERNATE 1 IS SELECTED REDUCE THE (N) FOAMED-IN-PLACE INSULATION FROM 6" TO 2" THICK FOR A DEDUCT OF THE BASE BID
ALTERNATE 1: CRICKET BUILT-UP W/ TAPERED INSUL, REF SPECS FOR ADDITIONAL INFORMATION - TYP.
ALTERNATE 1: METAL COPING - WRAP AND SECURE MEMBRANE OVER PARAPET PRIOR TO INSTALLING
COPING CAP
9 (N) FOAMED-IN-PLACE INSULATION, FULL THICKNESS (R-27) AT EXISTING WALLS , TYP. & 6" THICK (R-
30) AT UNDERSIDE OF EXISTING ROOF SHEATHING, TYP. REF SPECS FOR ADDL INFO
10 UNFACED BLANKET INSULATION ABOVE ACOUSTICAL PANEL CEILINGS
11 ROOFTOP MECHANICAL EQUIPMENT, REFERENCE MECHANICAL
/10 A5.212 ROOFTOP FALL PROTECTION, REFERENCE SPECS AND DETAIL
13 MECHANICAL EQUIPMENT CONCRETE PAD, REF STRUCT/MECH DRAWINGS FOR ADDL INFO
CONSTRUCTION GENERAL NOTES
WALLS: REFERENCE WALL TYPE LEGEND THIS SHEET FOR ADDL INFO. WALL TYPES DO NOT INCLUDE WALL FINISHES, REFERENCE COLOR AND FINISH SCHEDULE ON A9.1 FOR ADDITIONAL INFORMATION.
AT STUD WALLS, BLOCKING/BACKING IS REQUIRED AT THE FOLLOWING LOCATIONS:
A. WALL MOUNTED COUNTERS
B. WALL MOUNTED ACCESSORIES AND EQUIPMENT
C. WALL MOUNTED DOORSTOPS
D. WALL MOUNTED DOOR HOLD OPEN DEVICES AND/OR CLOSURES
E. TOILET ROOM PARTITIONS AND ACCESSORIES
F. OTHER LOCATIONS AS REQ. BY THE ARCHITECT AND INDUSTRY STANDARDS
SKIM COAT & PAINT ALL EXISTING WALLS IN BUILDING, REFERENCE A9.1 AND SPECS FOR ADDL INFO
1.
DOORS: REFERENCE DOOR SCHEDULE ON SHEET A9.1 FOR ADDITIONAL INFORMATION2.
FLOORING: REFERENCE FINISH FLOOR PLANS & ROOM FINISH SCHEDULE ON SHEET A9.1 FOR
ADDITIONAL INFORMATION
4.
CABINETS: REFERENCE INTERIOR ELEVATIONS FOR ADDL INFO5.
REFER TO STRUCTURAL, MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR ADDL NOTES6.
ALL FRAMING, BLOCKING, FURRING, OR OTHER WOOD MEMBERS IN CONTACT WITH CONCRETE
OR CONCRETE MASONRY UNITS SHALL BE 'WOLMANIZED' OR EQUAL PROCESS TREATED WOOD.
7.
WINDOWS & STOREFRONT: ALTERNATE 5 - ALL NEW WINDOWS & STOREFRONT, REF DWG SHT A0.23.
ALTERNATES: REFERENCE DRAWING SHEET A0.2 AND SPECS FOR ADDITIONAL INFORMATION8.
WALL TYPE LEGEND
WALL TYPE SYMBOL:
W1
WALL TYPE DESIGNATION
NUMBER - SUBSET OF WALL TYPE
W - WOOD STUD
A
NS
CHRISTOPHER R.
MARTISON
MONTANA
D
MISSOULA
E C
N
ES
I L
E C
T
CRA
I H
T
AIA
O
T
ET
A
OMF
NT
A
0 1 2 3 4 5 6 7 8 9 10 inches
DRAWING NO.
PKG
NO.
SHEET
OF
PROJECT NO.:
REVISIONS:
DESIGNED
TECH. REVIEW
CADD
DESIGNED SUB SHEET NO. TITLE OF SHEET
3/
/2
4:
:5
P
M
A5.1
3.10.17C O
N S
T R
U C
T
IO
N D
O C
U M
E N
T S
CONST BUILDING SECTIONS
16079
ALWRI RENOVATION
FOREST SERVICE / ROCKY MOUNTAIN RESEARCH STATION
CM
SM
SM
: 1/4" = 1'-0"A5.1A2.0
5 CONSTRUCTION EAST-WEST BUILDING SECTION
: 1/4" = 1'-0"A5.1A2.0
13 CONSTRUCTION NORTH-SOUTH BUILDING SECTION
BASEMENT PLAN
89' - 0"
EXTERIOR WALLS:
REMOVE (E) BATT INSULATION &
INSTALL FOAMED-IN-PLACE INSUL
FULL THICKNESS OF WALL CAVITY
STAIR
B
A2.2
BASEMENT PLAN
89' - 0"
B
1ST FLR. CEILING HT.
109' - 0"
(E) SLAB ON GRADE
(E) BASEMENT WALL
(E) DAMPPROOFING OVER
(E) CONCRETE WALL
(E) GYP. BD. OVER
(E) RIGID INSUL W/ FURRING
ALTERNATE #1: COMPLETE REROOF
EPDM ROOF MEMBRANE OVER
COVER BOARD OVER
2 STAGGERED LAYERS ROOF BOARD INSUL
REFERENCE A2.2 & SPECS FOR ADDL INFO
A2.2
UNFACED BLANKET
INSULATION ABOVE
ACOUSTICAL PANEL CEILINGS
(N) FOAMED-IN-PLACE INSULATION, FULL
THICKNESS (R-27) AT EXISTING WALLS , TYP. & 6"
THICK (R-30) AT UNDERSIDE OF EXISTING ROOF
SHEATHING, TYP. REF SPECS FOR ADDL INFO
ATTACH GUARD RAIL
TO INSIDE OF (E)
MANSARD ROOF.
PERMANENT GUARDRAIL,
NON-PENETRATING RAILING
SYSTEM B.O.D: PRS
GUARDRAIL, SAFETY RAIL
COMPANY, REF. SPECS FOR
ADDITIONAL INFORMATION
REF. 9/A2.2 FOR PLACEMENT
ANCHOR TO (E) EXISTING FRAMING @
TOP PLAT AND STUD, PROVIDE
BLOCKING AS NECESSARY TO
PROVIDE STRUCTURALLY SOUND
ATTACHMENT, USE MFR
RECOMMENDED FASTENERS
3'
3"
3'
6"
S P
A C
E A
S R
E Q
. N O
T T
O E
X C
E E
D
3/ 4"
A
NS
CHRISTOPHER R.
MARTISON
MONTANA
D
MISSOULA
E C
N
ES
I L
E C
T
CRA
I H
T
AIA
O
T
ET
A
OMF
NT
A
0 1 2 3 4 5 6 7 8 9 10 inches
DRAWING NO.
PKG
NO.
SHEET
OF
PROJECT NO.:
REVISIONS:
DESIGNED
TECH. REVIEW
CADD
DESIGNED SUB SHEET NO. TITLE OF SHEET
3/
/2
4:
:5
P
M
A5.2
3.10.17C O
N S
T R
U C
T
IO
N D
O C
U M
E N
T S
CONST WALL SECTIONS
16079
ALWRI RENOVATION
FOREST SERVICE / ROCKY MOUNTAIN RESEARCH STATION
CM
SM
SM
: 1/2" = 1'-0"A5.2A5.1
11 CONSTRUCTION EAST-WEST WALL SECTION
: 1/2" = 1'-0"A5.2A5.1
12 CONSTRUCTION NORTH-SOUTH WALL SECTION
1 1/2" = 1'-0"A5.2
10 ROOF FALL PROTECTION - GUARD RAIL
A2.2 :
TA-5
TA-5
TA-4
2' - 0"
TA-6
TA-2
A6.1
WT- 1
TA-3
TA-5
TA-4
2' - 0"
CENTER
MIRROR OVER
SINK, TYP.
CL
TA-6
A6.1
WT- 1
TA-4
CENTER
MIRROR OVER
SINK, TYP.
CL
2' - 0"
TA-2
TA-6
TA-3
4'
4" 3'
A6.1
WT- 1
CONSTRUCTION KEYNOTES#
PLASTIC-LAMINATE-FACED ARCHITECTURAL CABINETS / PLASTIC-LAMINATE-CLAD COUNTERTOPS, REFERENCE SHEET A6.1 FOR ADDITIONAL INFORMATION
TA-2
TA-1
4'
/4
4'
3/ 4"
TA-6
003.1
WT- 1
TA-2
TA-1
TA-6
3'
4'
/4
4'
3/ 4"
TA-3
1'
WT- 1
REF. 5/A6.1 FOR TILE
AND FIXTURE
CONFIGURATION
BEYOND
3'
4"
3' - 6" 1' - 6" 3" FILLER
A6.1
A6.1
TA-3
8"
TA-5
T Y
P
5'
" TOILET ACCESSORIES#
AUTOMATIC WALL-MOUNTED FOAM SOAP DISPENSERTA-1
SURFACE-MOUNTED PAPER TOWEL DISPENSER AND WASTE RECEPTACLETA-2
TWO-WALL GRAB BARTA-3
FRAMED MIRRORTA-4
TOILET TISSUE DISPENSERTA-5
PLASTIC-LAMINATE UNDERLAVATORY GUARDS / COUNTERTOP SUPPORTSTA-6
TA-3
TA-5
T Y
P
5'
TOP ROW OF TILE TO BE
BULLNOSE TYP. REF. COLOR
AND FINISH SCHEDULE
BOTTOM ROW OF TILE TO BE
COVE TYP. REF. COLOR &
FINISH SCHEDULE
WT- 1
" 1
TA-1
TA-2
TA-6T
Y
P
5'
WT- 1
PLAM-1 PLAM - 1 EDGE
2 LAYERS OF
3/4" SUBSTRATE
REMOVABLE P-LAM
UNDER LAV GUARD
BOARD
PAINTED TRIM LEDGER
BOARD @ ALL RESTROOM
COUNTER TOPS
3'
4"
PLAM-1
BLOCKING AS NEEDED
PLAM-2
PLAM-1
T Y
P
4"
RB-1T
Y
P
4"
1/
4"
2 1/4"
FIG. 1
WIRE PULL LOCATION
PLAM SHELVING EDGE
BANDED TYP.
TYP.
3"
3'
PLAM - 1 EDGE
T Y
P
1/ 4"
T Y
P
1/
2"4"
PLAM-2
PLAM-2
3/4" SUBSTRATE
SOLID BRASS WIRE PULLS
REF. FIG 1
2' - 0"
FALSE FRONT TO
COVER SINK
4"
PLAM-2
PLAM-1
RB-1
PLAM SHELVING EDGE
BANDED TYP.
3'
PLAM - 1 EDGE
T Y
P
1/
2"4"
3/4" SUBSTRATE
SOLID BRASS WIRE PULLS,
MOUNTED AT CENTER OF
DRAWER TYP.6"
6"
2' - 0"
1'
1/ 2"
1/ 2"
1/ 2"
1/ 2"4" A
NS
CHRISTOPHER R.
MARTISON
MONTANA
D
MISSOULA
E C
N
ES
I L
E C
T
CRA
I H
T
AIA
O
T
ET
A
OMF
NT
A
0 1 2 3 4 5 6 7 8 9 10 inches
DRAWING NO.
PKG
NO.
SHEET
OF
PROJECT NO.:
REVISIONS:
DESIGNED
TECH. REVIEW
CADD
DESIGNED SUB SHEET NO. TITLE OF SHEET
3/
/2
4:
:5
P
M
A6.1
3.10.17C O
N S
T R
U C
T
IO
N D
O C
U M
E N
T S
CONST INTERIOR ELEVATIONS
16079
ALWRI RENOVATION
FOREST SERVICE / ROCKY MOUNTAIN RESEARCH STATION
CM
SM
SM
: 1/4" = 1'-0"A6.1A2.1
2 ABA UNI-SEX RESTROOM - EAST
: 1/4" = 1'-0"A6.1A2.0
6 MEN'S RESTROOM - EAST
: 1/4" = 1'-0"A6.1A2.0
10 WOMEN'S RESTROOM - WEST
: 1/4" = 1'-0"A6.1A2.0
7 MEN'S RESTROOM - SOUTH
: 1/4" = 1'-0"A6.1A2.0
9 WOMEN'S RESTROOM - NORTH
: 1/4" = 1'-0"A6.1A2.0
11 OPEN OFFICE AREA SINK
: 1/4" = 1'-0"A6.1A2.1
1 ABA UNI-SEX RESTROOM - NORTH
: 1/4" = 1'-0"A6.1A2.0
5 MEN'S RESTROOM - NORTH
: 1/4" = 1'-0"A6.1A2.1
3 ABA UNI-SEX RESTROOM - SOUTH
: 1" = 1'-0"A6.1A6.1
12 RESTROOM COUNTER TOP
: 1" = 1'-0"A6.1A6.1
13 CASEWORK _ OPEN OFFICE @ SINK
: 1" =…
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