Attachment_2_-_05_Drawings_S0.1_-_SD2.1.pdf

PDF 9 MB Posted

Attached to
Mammoth Hotel Seismic Stabilization Phase 1 Federal contract opportunity
Solicitation number
P16PS00611
Issued by
Department of the Interior National Park Service National Office

About this file

Attachment 2 Drawings 05

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Other files for this federal contract opportunity

Other files attached to Mammoth Hotel Seismic Stabilization Phase 1, newest first.
File Type Posted
AF2.2_-_SECOND_FLOOR_FINISH_PLAN.pdf PDF
ASK_007_thru_011.pdf PDF
13744_SSK-12.pdf PDF
P16PS00611_Amendment_5.pdf PDF
MAMMOTH_SSK_FULL_SET_STRUCT.pdf PDF
060310_-_WOOD_CLEANING.pdf PDF
P16PS00611_Amendment_4.pdf PDF
060312_SF_-_HISTORIC_WOOD_REPAIR.pdf PDF
230900_Instrumentation_and_Controls.pdf PDF
093013_sf_-_Ceramic_Tiling.pdf PDF
P16PS00611_Amendment_3.pdf PDF
Civil_Revisions_C1.0 _C1.1 _C1.2 _C1.3.pdf PDF
A0.4_-_COMPLETION_ _ACCESS.PDF PDF
ASK_001_thru_006.pdf PDF
072100_SF_-_THERMAL_INSULATION.pdf PDF
Fire_Alarm_Revision_Sheets_FA1.0 _FA2.1 _FA3.1 _FA3.2 _FA4.0 _FA7.0.pdf PDF
Xanterra_-_Mammoth_Hotel_Limited_Hazardous_Materials_Inspection_Report.pdf PDF
Amendment_2_P16PS00611.pdf PDF
Amendment_1_P16PS00611.pdf PDF
Attachment_1_Specifications_VOL_2.pdf PDF
Attachment_2_-_07_Drawings_M1.0_-_P4.0.pdf PDF
Attachment_2_-_09_Drawings_FP1.0_-_FP3.3.pdf PDF
Attachment_2_-_03_Drawings_AD2.0_-_A9.13.pdf PDF
Attachment_6_Proposal_Submission_Package.zip ZIP file
Attachment_1_Specifications_VOL_1.pdf PDF
Attachment_3_Geotechnical_Report.pdf PDF
Attachment_2_-_04_Drawings_FS0.0_-_FS7.1.pdf PDF
Attachment_2_-_10_Drawings_FA1.0_-_FA7.0.pdf PDF
Attachment_5_General_Decision_Number_WY13.docx DOCX document
Attachment_2_-_06_Drawings_SD2.2_-_S5.7.pdf PDF
Attachment_4_Historic_Structures_Report.pdf PDF
P16PS00611_YELL_189105.pdf PDF
Attachment_2_-_02_Drawings_C1.0_-C9.7.pdf PDF
Attachment_2_-_01_Drawings_Cover_Sheet_-A0.5.pdf PDF
Attachment_2_-_08_Drawings_E1.0_-_E5.3.pdf PDF
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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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