Attachment_2_-_05_Drawings_S0.1_-_SD2.1.pdf
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- Attached to
- Mammoth Hotel Seismic Stabilization Phase 1 Federal contract opportunity
- Solicitation number
- P16PS00611
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Attachment 2 Drawings 05
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Text version
1 76
AA
BB
CC
DD
EE
F
175' - 5"
26' - 0" 17' - 10" 28' - 3" 26' - 0" 32' - 0" 45' - 4"
5 1
5 5
T Y
P
7 7
EXTERIOR
TUNNEL LOCATION
APPROXIMATE;
(V) W/ CIVIL
TYP
TYP
TYP
TYP
TYP
3 3 3
2' - 0" 22' - 0" 2' - 0"
(E) WOOD COLUMNS
TO BE REMOVED &
SALVAGED FOR RE-
USE, TYP 6 PLACES
AREA OF (N) FOUNDATION,
SEE S1.1
4' - 9 1/4" 7' - 11 1/4" 4' - 10 1/4"
1' - 1 1/4"
/8
/4
/4
/4
7' - 1 1/2" 8' - 0" 18' - 9 1/4"
/2
/8
/8
3' - 5" 15' - 4" 20' - 5 3/4" 7' - 2 1/2"
/8
/2
30' - 2" 8' - 10"
REMOVE (E) FND WALL
@ (N) ELEV SHAFT,
SEE S1.1
4' - 8" (V)
4'
- 8
V)
2' - 6" 6' - 1 1/2"
8' - 0" 13' - 8" 8' - 0"
4' - 3 1/4"
/4
DEMO FND WALL & FOOTING
FOR (N) CONC PIER @
HOLDOWNS, SEE 8/S5.7
4' - 5"
KEYNOTES#
1 (E) 10" CONCRETE FOUNDATION WALL (V)
2 (E) 10" x 10"DP CONT CONC FOOTING
(E) ISOLATED CONC PIER/ FOOTING, 1'-6"x10"DP W/ 8x8 COL ABOVE
TO REMAIN
4 (E) PORTE COCHERE CONC FOOTING TO REMAIN
5 CRAWLSPACE LOCATION
6 ACCESS TUNNEL LOCATION (SHADED AREA)
DEMOLITION NOTES#
(E) FOUNDATION WALL & FOOTING TO BE REMOVED1
(E) SOIL TO BE REMOVED FOR (N) ELEVATOR PIT, EXCAVATION WILL
OCCUR AFTER WALLS ARE UNDERPINNED, SEE S1.1
(E) SOIL TO BE REMOVED FOR (N) MECH ROOM, EXCAVATION WILL
OCCUR AFTER WALLS ARE UNDERPINNED, SEE S1.1
(E) SQUARE PAD FOOTING TO BE REMOVED, COLS TO BE SALVAGED
5 (E) FOUNDATION WALL TO BE UNDERPINNED, SEE 13/S5.2 & 4/S5.2
DEMOLITION NOTES (CONT)#
(N) OPENING IN (E) & (N) WALL AFTER UNDERPINNING, SEE ARCH
AND 14/S5.2
(E) FOUNDATION WALL & FOOTING TO BE REMOVED @ (N) MOMENT
FRAME, SEE S4.2 (PROTECT (E) TUNNEL WHERE OCCURS)
8 (E) SOIL TO BE REMOVED FOR (N) TUNNEL EXTENSION
9 (E) CONC FOOTING & COL TO BE REMOVED
PLAN NOTES
(E) STRUCTURE OR
COMPONENT TO BE REMOVED
(V) VERIFY CONDITION OR
CONSTRUCTION
(E) EXISTING CONDITION OR
CONSTRUCTION
(N) NEW CONDITION OR
CONSTRUCTION
CONTRACTOR TO FIELD VERIFY ALL CONDITIONS
AND DIMENSIONS. CONTACT BCE IF CONDITIONS
VARY FROM THOSE SHOWN ON PLANS
SEE ARCH DEMO PLANS FOR ADDITIONAL DEMO
INFORMATION AND EXTENTS
(E) FOUNDATION WALL TO BE
UNDERPINNED, SEE DETAILS
ON SHEET S5.2
(E) TUNNEL
AREA OF (N) WORK
Date
W Y O M I N G
(Ci v i l )
Engineer
Pr of es s iona l
H O
M
AS
R . BEAUDE
T
T
TE
A R C H I T E C T U R E
I N T E R I O R S
H I S T O R I C www.aearchitects.com
2 2 2 N O R T H H I G G I N S
M I S S O U L A, M T 5 9 8 0 2
P H. 4 0 6 . 7 2 1 . 5 6 4 3
F A X. 4 0 6 . 7 2 1 . 1 8 8 7
6 0 8 N O R T H 2 9 T H
B I L L I N G S, M T 5 9 1 0 1
P H. 4 0 6 . 2 4 8 . 2 6 3 3
F A X. 4 0 6 . 2 4 8 . 2 4 2 7
4 2 8 E A S T M E N D E N H A L L
B O Z E M A N, M T 5 9 7 1 5
P H. 4 0 6 . 4 5 3 . 7 3 1 0
PROJECT NO.
NPS PROJ NO.
REVISIONS
DRAWING NO.
PKG
NO.
PKG1
PKG2
PKG3
SHEET
OF
DESIGNED:
CADD:
TECH REVIEW:
DATE
DRAWING NO.
0 1 2 3 4 5 6 7 8 9 10 inches
N/A
N/A
/1
/2
:0
:3
A
M
BCE#13-744
(E) FOUNDATION PLAN
MAMMOTH HOTSPRINGS HOTEL
YELLOWSTONE NATIONAL PARK, WY
WCG
JML
06.10.2016
SD1.1
C O
N
ST
R U
C T I O
N D
O C
U M
EN
T S
: 1/8" = 1'-0"SD1.1
14 (E) FOUNDATION PLAN
1 76
AA
BB
CC
DD
EE
F
175' - 5"
26' - 0" 17' - 10" 28' - 3" 26' - 0" 32' - 0" 45' - 4"
9 9
6 6
4 5
4 4
1 1
1 1 1
1 1 1
4 4 4
TYP TYP
TYP
TYP
TYP
TYP
TYP
TYP
TYP
TYP
TYP
TYP
2x6 BEARING WALL
ABOVE
12 TYP
12 TYP
12 TYP
12 TYP
12 TYP
12 TYP
TOSUBFLR 105' - 0"
TOSUBFLR 105' - 0"
TOSUBFLR 105' - 0"TOSUBFLR 105' - 0"
TOC 105' - 0"
37' - 0 3/8" 44' - 1 1/4"
3' - 5" 15' - 4" 20' - 5 3/4" 7' - 2 1/2"
/8
/8
30' - 2" 8' - 10"
7' - 1 1/2" 8' - 0" 18' - 9 1/4"
/8
/2
1' - 1 1/4"
/4
/4
/4
/8
4' - 9 1/4" 7' - 11 1/4" 4' - 10 1/4"
5 5
6 6
6 6
/4
KEYNOTES#
1 (E) 3-2x10 BEAM (FULL SAWN)
2 (E) 4-2x12 BEAM
3 (E) 8x8 COL BELOW
4 (E) 8x8 COL ABOVE & BELOW
(E) PORTE COCHERE COL ABOVE, FINISH TO BE REMOVED
AND SALVAGED
6 (E) CONC SLAB ON GRADE
KEYNOTES (CONT)#
7 (E) 2x10 @ 16" OC FLOOR JOIST (FULL SAWN) TO REMAIN
8 (E) 1x PLANKING (DIAGONAL) TO REMAIN
9 (E) UTILITY TUNNEL BELOW (SHADED AREA)
10 (E) 2x12 @ 16" OC (NOMINAL)
11 (E) MID-SPAN CROSS BLOCKING
12 (E) BLOCKING @ BEAM
DEMOLITION NOTES#
(E) 2x12 @ 16" OC FLOOR JOISTS TO BE REMOVED1
(E) CONC SLAB TO BE REMOVED, SEE CIVIL FOR EXTENTS2
(E) FLOOR FRAMING TO BE REMOVED FOR ELEVATOR,
SHORE REMAINING STRUCTURE AS NEEDED, SEE 16/S5.2
(E) COLUMNS TO BE REMOVED, WRAP MOMENT FRAME COLS TO
MATCH (E) IN-KIND AND REPLACE OTHERS
(E) FOUNDATION WALL TO BE REMOVED AT MOMENT FRAME, SEE
S4.2- INTERIOR FINISHES TO REMAIN, SEE ARCH FOR ADDIT'L INFO
DEMO NOTES (CONT)#
(E) COL BELOW TO BE REMOVED, BEAM TO BE SISTERED
AND CONNECTED TO (N) HSS COLUMN @ (N) LOCATION,
SEE 18/S5.7
(E) PLANKING TO BE REMOVED FOR ACCESS TO TOP OF
(E) CONC FOUNDATION WALL AND (N) FOUNDATION WALL
PLAN NOTES
(E) STRUCTURE
OR COMPONENT
TO BE REMOVED
(V) VERIFY CONDITION OR
CONSTRUCTION
(E) EXISTING CONDITION OR
CONSTRUCTION
(N) NEW CONDITION OR
CONSTRUCTION
CONTRACTOR TO FIELD VERIFY ALL
CONDITIONS AND DIMENSIONS.
CONTACT BCE IF CONDITIONS VARY
FROM THOSE SHOWN ON PLANS
SEE ARCH DEMO PLANS FOR
ADDITIONAL DEMO INFORMATION AND
EXTENTS
(E) TUNNEL
Date
W Y O M I N G
(Ci v i l )
Engineer
Pr of es s iona l
H O
M
AS
R . BEAUDE
T
T
TE
A R C H I T E C T U R E
I N T E R I O R S
H I S T O R I C www.aearchitects.com
2 2 2 N O R T H H I G G I N S
M I S S O U L A, M T 5 9 8 0 2
P H. 4 0 6 . 7 2 1 . 5 6 4 3
F A X. 4 0 6 . 7 2 1 . 1 8 8 7
6 0 8 N O R T H 2 9 T H
B I L L I N G S, M T 5 9 1 0 1
P H. 4 0 6 . 2 4 8 . 2 6 3 3
F A X. 4 0 6 . 2 4 8 . 2 4 2 7
4 2 8 E A S T M E N D E N H A L L
B O Z E M A N, M T 5 9 7 1 5
P H. 4 0 6 . 4 5 3 . 7 3 1 0
PROJECT NO.
NPS PROJ NO.
REVISIONS
DRAWING NO.
PKG
NO.
PKG1
PKG2
PKG3
SHEET
OF
DESIGNED:
CADD:
TECH REVIEW:
DATE
DRAWING NO.
0 1 2 3 4 5 6 7 8 9 10 inches
N/A
N/A
/1
/2
:0
:3
A
M
BCE#13-744
(E) FIRST FLOOR FRAMING PLAN
MAMMOTH HOTSPRINGS HOTEL
YELLOWSTONE NATIONAL PARK, WY
WCG
JML
06.10.2016
SD2.1
C O
N
ST
R U
C T I O
N D
O C
U M
EN
T S
: 1/8" = 1'-0"SD2.1
14 (E) FIRST FLOOR FRAMING PLAN
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