MAMMOTH_SSK_FULL_SET_STRUCT.pdf

MOMENT FRAME SCHEDULE

MARK H

12'-3"

12'-3"

12'-3"

17'-2 5/8"

12'-3"

19'-2"

COL

SIZE

W8x48

W8x48

W8x48

W10x30

W10x30

W10x30

L

20'-3"

21'-8"

BEAM

SIZE

W8x28

W8x28

W8x28

W10x22

W10x22

W10x26

BEAM-COL

CONN

3/S4.2

3/S4.2

4/S4.2

6/S4.2

6/S4.2

6/S4.2

20'-3"

20'-3"

17'-2"

13'-6"

BASE

CONN

16/S4.2

16/S4.2

16/S4.2

13/S4.2

13/S4.2

13/S4.2

NOTES:

1. ALL SIZES TO BE FIELD VERIFIED PER EXISTING CONDITIONS AND ARCH

REQUIREMENTS

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1 MOMENT FRAME SCHEDULE

S4.2 : SSK-1

5 6

CC

DD

EE

TOF 101' - 0"

TO GRADE 105' - 0" (V)

S5.1

S5.1

S5.1

S J

S J

UPGRADE (E) FND WALL W/

(N) FTG, TYP TO GRID '2'-

SEE 8/S5.1

TOF 101' - 0"

TYP

2' - 6"

8' - 0"

/4

20 TOF = BOW (E)

TOP = TOW (E)

UPGRADE TO (E) FTG/ COL CONN PER 6/S5.1;

TYP @ ALL (E) COL LOCATIONS IN PHASE 1

WORK; REF A0.3 FOR WORK EXTENTS

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: 1/8" = 1'-0"SSK-2

14 FOUNDATION PLAN - (N) WORK

S1.1

KEYNOTES (CONT)#

14 (N) 8" CONC MAT SLAB, SEE S1.1

(E) DIAGONAL PLANKING TO REMAIN, NAILING TO BE INCREASED

OR VERIFIED TO 2-8d @ INTERMEDIATE AND END BEARING SUPPORTS AND 3-8d @ BOUNDARY MEMBERS

(N) OPENING IN (E) CONC WALL BELOW; REMOVE CONC FOR

OPENING AFTER UNDERPINNING IS COMPLETE- SEE 14/S5.2

(N) 4-1 3/4x14 LVL SISTERED TO (E) 3-2x10, SEE 7/S5.7 & 18/S5.7

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KEYNOTES: 1ST FLR FRMG PLAN (N) WORK

S2.1 : SSK-3

(N) HSS COL, SEE PLAN

(N) 1/4x8x2'-6"

BENT PL

BEAM SEAT

3/8x6x0'-8" PL

(N) HSS COL ABV,

SEE PLAN

4-1/2"ØX6" LAG

BOLTS

1/4

A

A

SECTION A-A

4" 2"

4-TIMBERLOK

TOE SCREWS,

MIN 3" EMBED

(N) 6x BLKG TO MATCH

(E) JOIST DEPTH,

SHIM AS REQ'D FOR

TIGHT FIT; MAX 1/2"

(E) JOIST,

SEE PLAN

REMOVE SHTHG AS REQ'D

FOR DIRECT BEARING OF

COL BASE PL TO BLKG

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: 3/4" = 1'-0"SSK-4

18 TYP (N) COL @ SISTERED BEAM

S5.7

WOOD HOLDOWN SCHEDULE

MARK HOLDOWN

ANCHOR ROD

SIZE EMBED

REQD

COL

REMARKS

(1,2,3)

'SIMPSON' HDU2 5/8" 1'-3" 2-2x

ADDITIONAL REMARKS:

1. INSTALL HOLDOWN PER MFR RECOMMENDATIONS

2. SEE DETAIL FOR TYPICAL HOLDOWN AT FOUNDATION

3. HILTI HY-200 EPOXY BOLTS W/ 5" MIN EMBED MAY BE UTILIZED FOR 'SIMPSON' HDU2,

HDU4, & HDU5 HOLDOWNS ONLY. ALL OTHER HOLDOWN ANCHORS SHALL BE CIP

ANCHOR RODS

4. WHERE HOLDOWN IS INDICATED AT THIS LEVEL, PROVIDE HOLDOWN TYPE '48' AT

FLOOR LEVELS ABOVE, SEE DETAIL FOR TYP HOLDOWN AT FLOORS ABOVE

5. SEE 2/S3.1 FOR ADDITIONAL INFO

'SIMPSON' HDU4 5/8" 1'-8" 2-2x4

'SIMPSON' HDU8 7/8" 2'-0" 2-2x8

'SIMPSON' HDU14 1" 3'-0" 4-2x14

'SIMPSON' MSTC28 NA NA 2-2x28

'SIMPSON' MSTC40 NA NA 2-2x40

'SIMPSON' HDU11 1" SEE DETAIL 6x811 SEE DETAIL 8/S5.7 & 10/S5.7

BB

CC

C

A

S5.7

S5.7

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WOOD HOLDOWN SCHEDULE

: 3/32" = 1'-0"SSK-5

1 1ST FLOOR SHEAR WALL PLAN

S3.1 S3.1 : SSK-5

KEYNOTES (CONT)#

23 (N) 3/4" ROOF SHEATHING, SEE 7/S5.3

24 (N) 1/2" ROOF SHEATHING OVER (E) PLANKING, SEE 1/S5.8

25 (N) DRAG TRUSS, ALIGN W/ SHEAR WALLS

26 (N) 2x8 @ 12" OC

27 (N) L6x4x3/8 LLV W/ 1 3/4x14 FASCIA, SEE 2/S5.7

28 (N) HSS 4x4x1/4 COL TO SUPPORT ROOF FRAMING, SEE 13/S5.7 & 14/S5.7

(N) SHEATHING @ SHEARWALLS

WHERE OCCURS

'SIMPSON' FACE HANGER

(N) 2x12 BLOCKING BETWEEN JOISTS W/ 4-#10x6" SCREWS

@ EA (E) STUD

(E) PORTE-

COCHERE JOIST

(E) 1x DIAG

(N) ROOF SHTHG,

SEE PLAN

(N) EDGE NAILING

(E) 2x6 STUD WALL SEE 11/S5.4

(N) SHTHG, SEE PLAN

(N) FLOOR JOIST,

SEE PLAN

(E) 2x6 STUD WALL

(N) SOLID 6x12 BLKG

BETWEEN STUDS

SEE PLAN

JB

SECTION

4-#12 TOE SCREWS

D

SEE PLAN

SHTHG 2ND FLRTO

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KEYNOTES: RF FRMG PLAN (N) WORK

: 3/4" = 1'-0"SSK-6

15 PORTE-COCHERE ROOF FRAMING

S5.5 S2.3 : SSK-6

6" 1' - 6"

EXCAVATE AS NEEDED TO

POUR FOOTING, REPLACE

W/ COMPACTED

STRUCTURAL FILL

(E) CONC FND WALL

(E) CRAWLSPACE

(N) 2-#4 CONT,

TOP & BOTT

#4 @ 18" OC W/ 5"

EPOXY EMBED INTO

(E) FND WALL

SEE PLAN

BOF

(N) CONC FTG, TO BE PLACED IN 6'-0" MAX

LENGTHS; CONTACT EOR IF SOIL

CONDITIONS DICTATE LONGER SECTIONS

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8 LOCATIONS W/O UNDERPINNING

UPGRADE TO (E) FOOTING @

S5.1

(E ) R

AFTERS B

ELOW

, S

PACIN

G V

ARIE

S

16 GAx1 1/2" STAPLES @ 12" OC, FIELD, SEE NOTE #2

16 GAx1/2" STAPLES @ 6" OC, PANEL EDGES, SEE NOTE #2

SHEATHING OVERLAY ATTACHMENT REQUIREMENTS

PLY/OSB SHEATHING, SEE

PLAN FOR THICKNESS

NOTES:

1. (E) PLANKING NOT SHOWN FOR CLARITY

2. CONTRACTORS TO VERIFY STAPLES DO

NOT PENETRATE INTO BUILDING

3. PLY/OSB SHEATHING EDGES ARE NOT

REQUIRED TO ALIGN W/ (E) RAFTERS

PRENAILING REQUIREMENTS

(E) ROOF PLANKING

SUPPLEMENT (E) NAILING

MIN ADD 2-8d PER PLAN @

EACH RAFTER

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 T

E

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

/4

/2

:1

:1

P

M

BCE#13-744

REVISION 1

MAMMOTH HOTSPRINGS HOTEL

YELLOWSTONE NATIONAL PARK, WY

WCG

JML

08.04.2016

SSK-8

C O

N

ST

R U

C T I O

N D

O C

U M

E N

T S

N/A

: 3/4" = 1'-0"SSK-8

1 (E) ROOF PLANKING NAILING & (N) SHEATHING NAILING

N/A

S5.8

DD

EE

F

8TOW 105' - 0"

44' - 1"

/2

/8

TOF 101' - 0"

TO GRADE 105' - 0" (V)

TOF 101' - 0"

S5.1

(E) TUNNEL LOCATION,

SEE SHEET SD1.1 FOR

MORE INFO

TYP

S5.1

S5.1

S5.1

S J S J

S J S J

S5.1

UPGRADE (E) FND WALL W/

(N) FTG, TYP TO GRID '2'-

SEE 8/S5.1

26' - 0 1/2" 26' - 0 1/2" 26' - 0 1/2"

TOF 101' - 0"

TOF 101' - 0"

TYP

TYP

6' - 0" 6' - 0" 2' - 6"

2' - 6"2' - 6"

1 1

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: 1/8" = 1'-0"SSK-9.1

1 FOUNDATION PLAN - (N) WORK

S1.1

KEYNOTES#

(E) CONC FND TO BE UNDERPINNED BY (N) FULL-HEIGHT

BASEMENT WALL, SEE 18/S5.1, 4/S5.2 & 13/S5.2

2 (N) 8" CONC SLAB ON GRADE W/ #4 @ 12" OC EACH WAY

(N) OPENING IN CONC BASEMENT WALL, TO BE CUT AFTER

UNDERPINNING IS COMPLETE, SEE 14/S5.2

(N) CONC FOOTING & 18"SQ CONC PIER @ EXTERIOR MOMENT

FRAME, SEE S3.1 & S4.2

5 (E) FND WALL TO BE UNDERPINNED FOR (N) CRAWLSPACE, SEE 16/S5.1

6 (E) CONC FND WALL TO REMAIN W/ UPGRADES TO FTG, SEE 8/S5.1

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KEYNOTES: FND PLAN (N) WORK

S1.1 : SSK-9.2

#5 @ 8" OC,

EA WAY

BASE PL 5/8x12x1'-3"

/2

/2

/2

1 1/2"

1' - 1"

1 1/2"

3/4"Ø HEAVY-HEX-

HEAD BOLT W/ 12"

MIN EMBED

1/4

SECTION A-A

SEE S1.1

C L

R

C L

R

2" CLR, TYP

18" SQ PIER

3-#3 TIES @ 3" OC

@ TOP OF PIER

4-#4 VERTS

#3 TIES @ 10" OC

OPTION TO PROVIDE

DOWELS TO MATCH

VERT REINF

#5 @ 8" OC

#5 @ 12" OC

18" SQ PIER

A A

6" CONC SLAB

ON GRADE,

SEE CIVIL

NOTE:

PROVIDE (N) FOUNDATION WALL AND

DOWEL TO (E) FOOTING AND

FOUNDATION WALL PER 13/S4.2 WHERE

OCCURS AT MOMENT FRAME '1', GRID 'D'

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: 3/4" = 1'-0"SSK-10

1 MOMENT FRAME 1, 2, 3 BASE CONNECTION

S4.2

(N) FLOOR SHTHG,

ATTACHED TO (N)

JOISTS, SEE 7/S5.3

(E) CEILING, TO

REMAIN SUPPORTED

BY (E) JOISTS

(E) DEFLECTED

JOISTS TO REMAIN

(N) JOISTS

STAGGERED

BETWEEN (E) JOISTS,

SEE PLAN

ANY (E) BRIDGING OR

BLOCKING MAY BE CUT

OR REMOVED TO ALLOW

FOR LVL INSTALLATION

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: 3/4" = 1'-0"SSK-11

12 (N) FLOOR JOISTS @ 2ND FLOOR

S5.4