Attachment_2_-_06_Drawings_SD2.2_-_S5.7.pdf
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- Mammoth Hotel Seismic Stabilization Phase 1 Federal contract opportunity
- Solicitation number
- P16PS00611
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Attachment 2 Drawings 06
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1 76
AA
BB
CC
DD
EE
F
175' - 5"
26' - 0" 17' - 10" 28' - 3" 26' - 0" 32' - 0" 45' - 4"
2 2 2
2 2
4 5
2 2 2
6 8 8 6
6 6 6
NO SECOND FLOOR @ MAP ROOM,
SEE SD2.3 FOR CEILING FRAMING;
SEE SD2.4 FOR ROOF FRAMING
(E) LOWER ROOF FRAMING,
SEE SD2.4
(E) PORTE-COCHERE FRAMING,
SEE SD2.4
(E) LOWER ROOF FRAMING,
SEE SD2.4
2x BEARING WALL
ABOVE & BELOW
TOSUBFLR 114' - 6"
TOSUBFLR 120' - 4"
5 5
/2
29' - 6 3/4" 10' - 5 1/4"
3' - 6" 15' - 2" 19' - 6 3/4" 9' - 2 1/2"
/8
( 119' - 4" ) ( 119' - 4" ) ( 119' - 4" ) ( 119' - 4" )
KEYNOTES#
1 (E) 2x12 @ 16" OC FLOOR JOISTS, TO REMAIN (V)
2 (E) 8x8 COL BELOW TO REMAIN
3 (E) MIN W12x14, (V)
4 (E) W12x26 (V)
5 (E) W18x50 (V)
6 (E) BEARING WALL BELOW TO REMAIN
KEYNOTES (CONT)#
(E) STAIR FRAMING TO REMAIN
(E) PORTE COCHERE COL BELOW; FINISH TO BE REMOVED
AND SALVAGED
(E) 1x DIAGONAL FLOOR PLANKING, TO REMAIN
DEMOLITION NOTES#
(E) 1x DIAGONAL PLANKING TO BE REMOVED, JOISTS TO REMAIN1
(E) COL ABOVE TO BE REMOVED2
(E) FLOOR FRAMING TO BE REMOVED FOR ELEVATOR,
SHORE REMAINING STRUCTURE AS NEEDED
(E) BRG WALL BLW TO BE REMOVED, SHORE AS NEEDED TO
INSTALL (N) BEAM, SEE S2.2
(E) STAIRWAY FRAMING, TO BE REMOVED5
(E) COLUMNS BELOW TO BE REMOVED, SHORE PORTE
COCHERE ROOF FRAMING AS NEEDED
DEMO NOTES (CONT)#
DEMO EXTERIOR WALL FINISH AND WALL
STRUCTURE AS REQUIRED FOR INSTALLATION OF
(N) MOMENT FRAME - SEE ARCH, S2.2 AND S4.2
DEMO (E) WALL FOR (N) MAN DOOR; SHORE
AS NEEDED UNTIL (N) HEADER IS INSTALLED
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 AT
ALL LOCATIONS AND AT EXTERIOR WOOD
STUD WALLS
INDICATES
BEARING WALL
BELOW
AREA OF 1x FLOOR
DECKING REMOVED FOR
FLOOR LEVELING, SEE S2.1
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) SECOND FLOOR FRAMING PLAN
MAMMOTH HOTSPRINGS HOTEL
YELLOWSTONE NATIONAL PARK, WY
WCG
JML
06.10.2016
SD2.2
C O
N
ST
R U
C T I O
N D
O C
U M
EN
T S
: 1/8" = 1'-0"SD2.2
14 (E) SECOND FLOOR FRAMING PLAN
KEYNOTES#
1 (E) 2x6 @ 16" OC CEILING JOISTS TO REMAIN
2 (E) STEEL TRUSS BOTTOM CHORD, TO REMAIN- SEE 16/S5.5
3 (E) COMMUNICATION ROOM IN ATTIC SPACE TO REMAIN
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
INDICATES
BEARING WALL
BELOW
DEMOLITION NOTES#
(E) 3-2x12 TO BE REMOVED1
(E) BEARING WALL BELOW, TO BE REMOVED2
(E) 2x8 @ 16" OC CEILING JOISTS, TO BE REMOVED3
(E) COL BELOW, TO BE REMOVED4
PORTE COCHERE CEILING/SOFFIT, TO BE REMOVED5
1 76
AA
BB
CC
DD
EE
F
(E) LOWER ROOF FRAMING,
SEE SD2.4
(E) FLOOR FRAMING,
NO WORK IN THIS AREA
1 1 1 1
1 1 1 1 1 1 1
1 1 2
4 4
4 4 4 4 4 4
(E) PORTE-COCHERE FRAMING,
SEE SD2.4
(E) LOWER ROOF FRAMING,
SEE SD2.4
(E) LOWER ROOF FRAMING,
SEE SD2.4
(E) FLOOR FRAMING,
NO WORK IN THIS AREA
APPROX 12' - 8" , TYP
S5.5
TYP 4
PLACES
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) CEILING FRAMING PLAN
MAMMOTH HOTSPRINGS HOTEL
YELLOWSTONE NATIONAL PARK, WY
WCG
JML
06.10.2016
SD2.3
C O
N
ST
R U
C T I O
N D
O C
U M
EN
T S
: 1/8" = 1'-0"SD2.3
14 (E) UPPER CEILING FRAMING PLAN
1 76
AA
BB
CC
DD
EE
F
175' - 5"
26' - 0" 17' - 10" 28' - 3" 26' - 0" 32' - 0" 45' - 4"
(E) FLOOR FRAMING,
NO WORK IN THIS AREA
4x TIMBER & S-BEAM RIDGE BEAM
7 7
1 : 12
S5.5
8 : 128 : 12
8 : 12 SLOPE,
TYP 8 PLACES
5 55
5 55
10 66
1 1
KEYNOTES#
1 (E) STEEL TRUSS, SEE DETAIL 16/S5.5
2 (E) 2x6 @ 16" OC RAFTERS TO REMAIN (V)
KEYNOTES (CONT)#
(E) PORTE COCHERE COL BELOW, FINISH TO BE REMOVED
& SALVAGED
(E) C7x9.8 PURLIN TO REMAIN
(E) 2x6 @ 24" OC RAFTERS TO REMAIN
(E) OVERFRAMING (SHADED) TO REMAIN
(E) 2x8 @ 16" OC RAFTERS TO REMAIN (V)
(E) W21x50 TO REMAIN (VERIFY), SEE 13/S5.4
(E) 2x12 @ 12" OC JOISTS TO REMAIN, UPDATE CONNECTIONS, SEE 15/S5.5
(E) 1x PLANKING TO REMAIN, ROOFING TO BE REMOVED
FOR (N) SHEATHING
DEMOLITION NOTES#
(E) 2x8 RAFTERS TO BE REMOVED1
(E) 3-2x12 HIP BEAM, TO REMOVE2
(E) 2x6 @ 16" OC BEARING WALL BELOW, TO BE REMOVED
(E) TIMBER FRAMING BELOW, TO BE REMOVED4
(E) W21x50 TO BE REMOVED @ MOMENT FRAME5
DEMOLITION NOTES (CONT)#
(E) OVERFRAMING, TO REMOVE AS NEEDED FOR (N) WORK
AND BE REPLACED
(E) OVERFRAMING, TO BE REMOVED7
(E) 2x6 @ 16" OC RAFTERS TO BE REMOVED8
(E) 3-2x12 RIDGE BEAM, TO BE REMOVED9
(E) COLUMNS BELOW TO BE REMOVED, SHORE PORTE COCHERE
ROOF FRAMING AS NEEDED
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 INFORMATION AND
EXTENTS
INDICATES NON-
STRUCTURAL
OVERFRAMING
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) ROOF FRAMING PLAN
MAMMOTH HOTSPRINGS HOTEL
YELLOWSTONE NATIONAL PARK, WY
WCG
JML
06.10.2016
SD2.4
C O
N
ST
R U
C T I O
N D
O C
U M
EN
T S
: 1/8" = 1'-0"SD2.4
14 (E) ROOF FRAMING PLAN
1 76
AA
BB
CC
DD
EE
F
5TOW 105' - 0"
12' - 8" 12' - 8"
TOP 101' - 9" (V)
TYP 4 PLACES
TYP 3 PLACES
TYP 4 PLACES
TOW 103' - 9 7/8"
TYP @ (E) EXT
TYP @ (E) EXT
175' - 5"
26' - 0" 17' - 10" 28' - 3" 26' - 0" 32' - 0" 45' - 4"
14 14 14
9' - 9" 24' - 4 1/2"
/4
TOF = TOC
/2
/4
/4
37' - 0 5/8" 44' - 1"
TYP
TOF = TOGRADE
/2
/8
TOF 101' - 0"
TOF 101' - 0"
TOC 93' - 0"
9 9
TOC 93' - 0"
TOC 93' - 0"
TOC 93' - 0"
TOW 102' - 3"
TOC 101' - 9"
2' - 0 1/2"
TOF 3'-0" BELOW GRADE
TYP ALL BLOCKOUT
LOCATIONS
TOW 101' - 9"
TO GRADE 105' - 0" (V)
TO GRADE 101' - 9" (V)
TOF 100' - 9"
TOW 104' - 2"
TOF 101' - 0"
TOW 102' - 3"
S5.1
S5.1 10
S5.1
S5.1
(E) TUNNEL LOCATION,
SEE SHEET SD1.1 FOR
MORE INFO
TYP
S5.1
S5.2
S5.2
S5.1
S5.2
TOF = TOC
93'-0"
S5.1
S5.1
TOW 103' - 9 7/8"
S5.2
S5.1
S5.2
TOC 105'-0"
S5.2
W S
S5.2
4' - 2" 5' - 10" 20' - 2"
W S
S5.1
S5.1
S5.1
9' - 9 3/4" 3' - 5 1/4"
/8
/4
TO GRADE 101' - 9"± (V)
(N) 8" CONC WALL INFILL
S5.1
S5.1
S JS JS JS J
S J S J S J S J
S
J
S
J
S5.1
SIM
S5.1
S J
S J
S
J
S
J
S J S J
S J
S J
S
J
S
J
S
J
S
J
S
J
S
J
S
J
S
J
S J
S J
S5.2
S5.1
S5.1
S J S J
S J S J
S5.1
TOF 101' - 0" UPGRADE TO (E) FTG/COL
CONN, TYP TO GRID 2-
SEE 6/S5.1
TOF 93' - 0"
TYP @ (E) EXT
TOW 103' - 9 7/8"
11' - 4" 26' - 0 1/2" 26' - 0 1/2" 26' - 0 1/2"
TOF 101' - 0"
TOF 101' - 0"
TYP
TYP
S5.6
SEE 14/S5.6 @
CORNER
OVER TUNNEL
S5.1
16' - 7 5/8" 13' - 1 5/8" 16' - 3 7/8"
1' - 7 1/8"
22' - 1 1/4"
/4
TYP
UPGRADE TO (E)
FTG/COL CONN,
TYP TO GRID 2-
SEE 6/S5.1
6' - 0" 6' - 0" 2' - 6"
2' - 6"2' - 6"
8' - 0" 8' - 0"
22' - 0"
2' - 6"
4' - 0"
5"
4' - 0"
10' - 3"
4' - 0" 4' - 0"
18 18 18
/2
/4
S5.7
S5.7
TOF = BOW (E)
TOP = TOW (E)
TOF = TOGRADE (E)
TOP = TOW (E)
TOF 93' - 0"
TOF 93' - 0"TOF 93' - 0"
TOW 103'-9 7/8"
TOF 93' - 0"
S5.2
TOW 102'-3"
(TOG+6", VIF)
S J
S J
SIM
S5.2 SIM
S5.7
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 & 12"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
KEYNOTES (CONT)#
7 (N) CONC ELEV PIT FND WALLS & SLAB, SEE 16/S5.2,1/S5.6 & 18/S5.2
8 (N) CONC FROST WALL, SEE 14/S5.1
(N) 2'-0"SQx10"DP CONC FOOTING, W/ 3-#4 EACH WAY;
W/ 12"SQ CONC PIER, SEE 9/S5.4
(N) THICKENED CONC FOOTING @ MAT SLAB EDGE, W/
CONC WALL ABOVE- SEE 6/S5.2 FOR WALL REINF
(N) 3'-0"SQx10"DP THICKENED SLAB FTG, W/ 3-#4 EA WAY, SEE 3/S5.2
KEYNOTES (CONT)#
12 (N) MOMENT FRAME FOOTING & FOUNDATION WALL, SEE S3.1 & S4.2
13 (N) 4'-0"x6'-0"x10"DP CONC FOOTING W/ #5 @ 12" OC EACH WAY & HSS4x4x3/8 ABOVE, SEE 7/S5.5
6 (E) CONC FND WALL TO REMAIN W/ UPGRADES TO FTG, SEE 8/S5.1
(N) UPGRADES TO (E) FTG- 5'-0"SQx10"DP FINAL FOOTING, SEE 10/S5.1
(N) 6x6 WOOD COL ABOVE, SEE 3/S5.2
16 (N) 1'-6"SQx8"DP CONC FTG W/ 2-#4 EACH WAY
17 (N) LOADING DOCK WALL ON CONC FOOTING, SEE 5/S5.2
18 (N) 4" CONC MECH PAD W/ #4 @ 12" OC EACH WAY, SEE MECH
FOR EXTENTS & LOCATIONS
KEYNOTES (CONT)#
19 (N) HSS 4x4x3/8 COL ABOVE, SEE 6/S5.5
20 (N) 2'-0"SQ CONC PIER W/ 3'-6"SQx12"DP CONC FOOTING
BELOW FOR SHEAR WALL HOLDOWN
21 (N) 8" CONC FOUNDATION WALL FOR
(N) SHEAR WALL ABOVE
PLAN NOTES
(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
TOF XX'-XX" TOP OF FOOTING
ELEVATION
TOP XX'-XX" TOP OF PIER
ELEVATION
TOW XX'-XX" TOP OF WALL
ELEVATION
TOC XX'-XX" TOP OF CONC
ELEVATION
W
S WALL STEP
LOCATION
INDICATES BLOCKOUT
IN CONCRETE WALL
SLAB JOINT IN CONC
SLAB, SEE 3/S5.1
BEARING WALL ABOVE
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
:5
A
M
BCE#13-744
FOUNDATION PLAN - (N) WORK
MAMMOTH HOTSPRINGS HOTEL
YELLOWSTONE NATIONAL PARK, WY
WCG
JML
06.10.2016
S1.1
C O
N
ST
R U
C T I O
N D
O C
U M
EN
T S
: 1/8" = 1'-0"S1.1
14 FOUNDATION PLAN - (N) WORK
1 76
AA
BB
CC
DD
EE
F
TOSUBFLR 105' - 0"
TOSUBFLR 105' - 0"
TOSUBFLR 105' - 0"
TOSUBFLR 105' - 0"
TOSUBFLR 105' - 0"
175' - 5"
26' - 0" 17' - 10" 28' - 3" 26' - 0" 32' - 0" 45' - 4"
TOC 105' - 0"
( 104' - 0 1/8" )
( 104' - 0 1/8" )
( 104' - 0 1/8" )
JB 103' - 11 3/8"
5 5
JB 103' - 11 3/8"
TOC 101' - 9"
TOC 105' - 0"
TOC 101' - 9"
TOSUBFLR 105' - 0"
S5.4
S4.2
S4.2
S5.1
S4.2
S4.2
S4.2
S5.1
S5.1
S5.1
S5.1
S5.1
S5.1
(N) 2x6 @ 12" OC
WALL ABOVE
(NOT SHOWN)
S5.2
S5.4
S5.2
S5.2
(N) 2x6 @ 12" OC
WALL ABOVE
(NOT SHOWN)
(N) 2x6 @ 12" OC
WALL ABOVE
(NOT SHOWN)
S5.2
S5.4
S5.4
(N) 2x6 @ 12" OC
WALL ABOVE
(NOT SHOWN)
10' - 3"
S5.2 TYP @ ALL (E) BEAM
CONNECTIONS
THROUGHOUT FLOOR
S5.4
S5.2
SEE S4.1 FOR STAIR
FRAMING INFO
S5.2
TOP 101' - 9"
TYP UPGRADE TO FLOOR
FRAMING @ EXTERIOR
FOUNDATION WALL TO
GRID 2
S5.1
S5.1
SEE 14/S5.6 @
CORNER
OVER TUNNEL
13 13 13
S5.7
S5.7
TOP 104' - 2"
TYP
SIM
SIM
S5.7
S5.7
S5.2
S4.2
KEYNOTES#
1 (N) 11 7/8" TJI 210 @ 16" OC
4 (N) 6x6 COL BELOW, SEE 3/S5.2
5 (N) INTERIOR STEEL MOMENT FRAME, SEE 4.2
6 (N) 12"SQ CONC PIER (SEE DETAIL 9/S5.4) W/ 8x8 COL ABOVE
KEYNOTES (CONT)#
7 (N) HSS 4x4x3/8 COL ABV, LOCATED IN WALL, TO CONT TO FND BLW
8 (N) 2x6 @ 16" OC WALL ABOVE, SEE ARCH
9 (N) PORTE COCHERE STEEL MOMENT FRAME, SEE S3.1 & S4.2(N) 3-1 3/4x11 7/8 LVL, SEE 3/S5.2
10 (N) STAIR FRAMING, SEE S4.1
11 (N) 3/4" FLOOR SHEATHING, SEE GEN NOTES
(N) HSS4x4x1/4 COL FOR LOWER ROOF SUPPORT, SEE 13/S5.7 & 14/S5.7
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) STAIR FRAMING, SEE ARCH
KEYNOTES (CONT)#
17 (N) CRAWLSPACE ACCESS HATCH, SEE ARCH
18 (N) HSS4x4x3/8 COL ABOVE & BELOW
(N) 3-1 3/4x14 LVL SISTERED TO (E) 3-2x10, SEE 7/S5.7 & 18/S5.7
PLAN NOTES
(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
TOB XX'-XX" TOP OF BEAM
ELEVATION
JB XX'-XX" JOIST BEARING
ELEVATION
BEARING WALL
ABOVE
BEARING WALL
BELOW
(E) TUNNEL BELOW
TOP XX'-XX" TOP OF PIER
ELEVATION
(N) SHEAR WALL ABOVE,
SEE S3.1
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
:0
A
M
BCE#13-744
1ST FLR FRAMING PLAN - (N) WORK
MAMMOTH HOTSPRINGS HOTEL
YELLOWSTONE NATIONAL PARK, WY
WCG
JML
06.10.2016
S2.1
C O
N
ST
R U
C T I O
N D
O C
U M
EN
T S
: 1/8" = 1'-0"S2.1
14 1ST FLOOR FRAMING PLAN - (N) WORK
1 76
AA
BB
CC
DD
EE
F
NO SECOND FLOOR @ MAP ROOM,
SEE S2.3 FOR CEILING FRAMING;
SEE S2.4 FOR ROOF FRAMING
(E) PORTE-COCHERE FRAMING,
SEE S2.4
TOSUBFLR 120' - 4"
TOSUBFLR 114' - 6"
(E) LOWER ROOF FRAMING,
SEE S2.4
2x BEARING WALL
ABOVE & BELOW
H3
JB 119' - 3 3/8"
JB 119' - 3 3/8"
4 4 4
2 2
TOSUBFLR 120' - 4"
TOSUBFLR 120' - 4" (N) LOWER ROOF FRAMING,
SEE S2.4
JB 119' - 3 3/8"
175' - 5"
26' - 0" 17' - 10" 28' - 3" 26' - 0" 32' - 0" 45' - 4"
10 6
S5.6
S5.4
( 119' - 4" )
( 119' - 4" )
( 119' - 4" ) ( 119' - 4" ) ( 119' - 4" )
S5.3
S5.5
S5.4
S5.3
S5.3
S5.3
( 119' - 4" ) ( 119' - 4" ) ( 119' - 4" ) ( 119' - 4" )
S5.4
(N) 2-1 3/4x11 7/8
LVL TO SUPPORT
(N) COLUMN
(N) 6x6 COL TO
STEEL BEAM
ABOVE
H3 H3 H3 H3 H3 H3 H3 H3 H3 H3 H3 H3
H3H2
H3H2
H2 H1 H3H1H1
H1
H1
H1
H3
H1
S5.3
S5.6
(N) LOW ROOF FRAMING,
SEE S2.3
(N) LOW ROOF FRAMING,
SEE S2.3
S3.2
SIM
S5.7
S3.2
S3.2
S3.2
S5.6
KEYNOTES#
1 (N) 11 7/8" TJI 210 @ 16" OC
2 (N) HSS4x4x3/8 COL BELOW, IN WALL
3 (N) W12x45
4 (N) W12x14
5 (N) 2-1 3/4x11 7/8 LVL TO SUPPORT COLUMN ABV
6 (N) 2x6 @ 12" OC WALL BELOW
KEYNOTES (CONT)#
7 (N) STAIRS & LANDING, SEE S4.1
8 (N) W18x50
9 (N) 6x6 OR 5 1/4x5 1/4 PSL COL, ABV & BLW. ADD BLOCKING TO FILL (E)
FLOOR PACK AS NEEDED FOR FULL BEARING IF COLUMNS LANDS ON JOIST
10 (N) 3/4" FLOOR SHEATHING
(N) 1 3/4 x11 7/8 LVL @ 16" OC, TO BE INSTALLED BETWEEN (E) JOISTS, SEE DETAIL 12/S5.4
12 (N) 1 1/2x5 1/2 1.5E LSL @ 12" OC
PLAN NOTES
(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
TOB XX'-XX" TOP OF BEAM
ELEVATION
JB XX'-XX" JOIST BEARING
ELEVATION
BEARING WALL
BELOW
H1
H2
H3
H4
WOOD HEADER SCHEDULE
MARK
ADDITIONAL REMARKS:
HEADER SIZE TRIMMER STUDS KING STUDS
1-2x62-2x8 1-2x6
1. ALL HEADERS TO BE 2-2x8 W/ 1-2x6 TRIMMER AND 1-2x6 KING, UNO
2. SEE 11/S5.3 FOR ADDITIONAL INFORMATION
3. 2-2x6 HEADERS W/ 1-TRIMMER & 1-KING STUD @ FULL HEIGHT CONFERENCE ROOM FRAMING
COMMENTS
2-2x62-2x10 2-1 3/4x5 1/2 LSL
2-2x62-1 3/4x9 1/2 LVL 3-2x6 OR 3-1 3/4x5 1/2 LSL
OK TO SUB 1-2x6 KING
@ INTERIOR WALLS
1-2x6CONT 5 1/8x9 GL 2-2x6
OK TO SPLICE @ ANY LOCATION
NOT ABOVE OPENING
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
:0
A
M
BCE#13-744
2ND FLR FRAMING PLAN - (N) WORK
MAMMOTH HOTSPRINGS HOTEL
YELLOWSTONE NATIONAL PARK, WY
WCG
JML
06.10.2016
S2.2
C O
N
ST
R U
C T I O
N D
O C
U M
EN
T S
: 1/8" = 1'-0"S2.2
14 2ND FLOOR FRAMING PLAN - (N) WORK
1 76
AA
BB
CC
DD
EE
F
(E) FLOOR FRAMING,
NO WORK IN THIS AREA
4 4
TB 128' - 4"
TB 128' - 4"
SEE _______ FOR
STAIRWAY ROOF
OVERFRAMING DETAILS
( 128' - 4" )
175' - 5"
26' - 0" 17' - 10" 28' - 3" 26' - 0" 32' - 0" 45' - 4"
20' - 0"
H4
7 1
(N) MECH UNIT PER ARCH
(MAX WEIGHT 1820 LBS)
1 : 12
8 : 128 : 12
8 : 12 SLOPE,
TYP 8 PLACES
8 : 128 : 12
S4.2
S4.2
S4.2
S5.5
S5.5
S5.5
S5.5
S5.5
S5.5
S5.7
S5.5
S5.3
S5.5
S5.3
S5.5
(N) POST IN WALL
TO TRANSFER
SHEAR, PHASE 2
(N) 6x6 COL BELOW
S5.6
LOW ROOF BELOW,
SEE 17 & 18/S5.3
H4
S5.4
S5.4
TB 128' - 4"
TB 128' - 4"
TB 128' - 4"
JB 117'-6
JB 117'-6
S5.3
HIGH
LOW
( 112' - 0 1/2" )
JB 112'-0 1/2"
TB 128' - 4"
TB 128' - 4"
TB 128' - 4"
H2
S5.6
S5.5
HIGH
LOW
2' - 6"
13' - 0"
4' - 4"
12' - 4"
27 2726
28 28
S5.3 SIM
D E
S
IG
N F
O R
L
B T
E N
S
IO
N /C
O M
P
D E
S
IG
N F
O R
L
B T
E N
S
IO
N /C
O M
P
D E
S
IG
N F
O R
L
B T
E N
S
IO
N /C
O M
P
D E
S
IG
N F
O R
L
B T
E N
S
IO
N /C
O M
P
S3.2
S3.2
S3.2
S5.4
S5.7
S5.7
KEYNOTES#
1 (N) PRE-FAB TRUSS @ 24" OC, SEE 11/S5.5
2 (N) GIRDER TRUSS (TRUNCATED)
KEYNOTES (CONT)#
(N) HIP TRUSS
(N) JACK TRUSS @ 24" OC
(N) 2x8 @ 24" OC OVERFRAMING (SHADED AREAS)
(N) OVERFRAMING TO REPLACE AND MATCH (E)
(N) 11 7/8" TJI 210 @ 24" OC
(N) 2-2x10 BEAM BELOW TO SUPPORT HAND FRAMED
RAFTERS
(N) W8x21 STEEL BEAM TO SUPPORT HIP AND HAND
FRAMED RAFTERS
(N) 4-7 1/4" LVL BEAM
(N) 2x8 @ 24" OC
(N) 2x8 LEDGER ABV, SEE 17/S5.3 FOR LEDGER CONN INFO
(N) 1 3/4x14 LVL FASCIA
(N) 6x6 DFL#1 OR 5 1/2x5 1/2 PSL COLUMN IN WALL TO
CONTINUE TO FOUNDATION. SPLICE @ FLOOR LEVESL W/
BLOCKING TO FILL FLOR PACK AS NEEDED
KEYNOTES (CONT)#
15 (N) 2x12 @ 24" OC ROOF JOISTS
16 (N) 3- 1 3/4x14 LVL HIP BEAM
17 (N) BRACING FOR (E) TRUSS, SEE 18/S5.5
(N) L4x4x3/8 FOR (N) MECH UNIT, CENTER BETWEEN
TWO (E) TRUSSES, SEE 17/S5.4
(N) W16x45 BEAM TO SUPPORT MOVING PARTITION WALL, WOOD TRUSSES MUST BE LOCATED TO NOT INTERFERE W/
BEAM LOCATION
KEYNOTES (CONT)#
21 (N) CONNECTIONS FROM JOISTS TO BEAM, SEE 13/S5.4
19 (N) 2x4 @ 16" OC SHEAR WALL, SEE S3.2
22 (N) ELEVATOR WALLS BELOW
23 (N) 3/4" ROOF SHEATHING
24 (N) 3/4" ROOF SHEATHING OVER (E) PLANKING
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
PLAN NOTES
(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
TOB XX'-XX" TOP OF BEAM
ELEVATION
TB XX'-XX" TRUSS BEARING
ELEVATION
BEARING WALL
BELOW
H1
H2
H3
H4
WOOD HEADER SCHEDULE
MARK
ADDITIONAL REMARKS:
HEADER SIZE TRIMMER STUDS KING STUDS
1-2x62-2x8 1-2x6
1. ALL HEADERS TO BE 2-2x8 W/ 1-2x6 TRIMMER AND 1-2x6 KING, UNO
2. SEE 11/S5.3 FOR ADDITIONAL INFORMATION
3. 2-2x6 HEADERS W/ 1-TRIMMER & 1-KING STUD @ FULL HEIGHT CONFERENCE ROOM FRAMING
COMMENTS
2-2x62-2x10 2-1 3/4x5 1/2 LSL
2-2x62-1 3/4x9 1/2 LVL 3-2x6 OR 3-1 3/4x5 1/2 LSL
OK TO SUB 1-2x6 KING
@ INTERIOR WALLS
1-2x6CONT 5 1/8x9 GL 2-2x6
OK TO SPLICE @ ANY LOCATION
NOT ABOVE OPENING
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
:0
A
M
BCE#13-744
ROOF FRAMING PLAN - (N) WORK
MAMMOTH HOTSPRINGS HOTEL
YELLOWSTONE NATIONAL PARK, WY
WCG
JML
06.10.2016
S2.3
C O
N
ST
R U
C T I O
N D
O C
U M
EN
T S
: 1/8" = 1'-0"S2.3
14 ROOF FRAMING PLAN - (N) WORK
1 76
AA
BB
CC
DD
EE
F
MOMENT FRAME
M O
M E
N T
F R
A M
E
M O
M E
N T
F R
A M
E
A
B A
A
A B
A A
A
C
MOMENT
FRAME MOMENT FRAME
MOMENT
FRAME
S4.2
S4.2
S4.2
S4.2
S4.2
S4.2
54 6
C
A
A A
S3.2
ALIGN (N) FLOOR JOIST
W/ WALL, TYP
S3.2
SIM
S3.2
S3.2
15' - 10 3/4"
S5.7
S5.7
PLAN NOTES
INDICATES STEEL MOMENT
FRAME, SEE 2/S4.2
INDICATES DRAG
STRUT @
DIAPHRAGM LEVEL
-SEE FOR MOMENT FRAME SCHEDULE/1 S4.2
B
A
C
SHEAR WALL SCHEDULE
MARK
ADDITIONAL REMARKS:
WALL
SHEATHING
EDGE
NAILING
FIELD
NAILING
FND ANCHOR REMARKS
BOT PL TO RIM
(SOLE NAILING)
RIM/BLKG
TO TOP PL
1/2" OR 3/4" SHTHG,
ONE SIDE OF WALL
8d @ 6" OC
8d @ 3" OC
8d @ 3" OC
8d @ 12" OC
8d @ 12" OC
8d @ 12" OC
(6)
(6,7)
5/8" DIA AR @ 48" OC
7" EMBED
1/2" OR 3/4" SHTHG,
ONE SIDE OF WALL
1/2" OR 3/4" SHTHG,
BOTH SIDES OF WALL
16d @ 6" OC
16d @ 3" OC
16d @ 2" OC, STAGGERED
'SIMPSON' A35
@ 24" OC
'SIMPSON' A35
@ 8" OC
'SIMPSON' A35
@ 16" OC
(1,2,3,4,5)
(13)
INDICATES SPECIAL SHEAR WALL TYPE, AND SIDE OF WALL W/ SHTHG ALL
EXT WALLS ARE TO BE 2x6 @ 16" OC (UNO) W/ 8d NAILS @ 6" OC, EDGE
NAILING AND 12" OC, FIELD NAILING, W/ 5/8" DIA AR @ 48" OC, UNLESS
DESIGNATED SPECIAL, 'SIMPSON' MASAPZ ANCHORS MAY BE USED IN LIEU
OF 5/8" DIA AR AT CONTR OPTION WITH EQUIVALENT SPACING
1. ALL WD SHEATHED WALLS SHALL BE BLOCKED AT ALL SHTHG EDGES, EDGE
NAILING APPLIED TO ALL T&B PLS, VERT JOINTS, HORIZ BLOCKED JOINTS,
WALL CORNERS AND HOLDOWN ANCHOR STUDS
2. PROVIDE 3x3x1/4 PL WASHERS AT ALL ANCHOR RODS
3. EMBED ALL ANCHOR RODS 7" MIN, UNO
4. FOR HOLDOWN LOCATIONS, SEE SHEAR WALL PLANS
5. ANCHOR RODS & WASHERS IN CONTACT W/ PT PLS SHALL BE GALVANIZED
OR STAINLESS STEEL
6. PROVIDE 3x OR DBL 2x FRAMING MEMBERS AT ALL ABUTTING PANEL EDGES
WHERE INDICATED, STAGGER SHEATHING LAYOUT ON EA SIDE WHERE
WALLS ARE SHEATHED ON BOTH FACES
7. PROVIDE PT 3x SILL PLATES WHERE INDICATED
8. STUD LAYOUT SHALL MATCH FRAMING MEMBER LAYOUT ABOVE WHERE
APPLICABLE
9. DBL TOP PLS SHALL BE ATTACHED PER 'TYP MIN DOUBLE PLATE LAP & MIN
NAILING'
10. SEE 'ALLOWABLE PENETRATIONS FOR LIGHT FRAMED LUMBER 2x LUMBER'
FOR ALLOWABLE FRAMING PENETRATIONS
11. SEE 'TYPICAL FLOOR & ROOF SHEATHING ATTACHMENT' FOR HORIZ
DIAPHRAGM NAILING, BLOCKING AT UNSUPPORTED PANEL EDGES NOT
REQUIRED UNLESS SPECIFICALLY INDICATED ON PLAN
12. SEE 'TYP WALL SHTHG ATTACHMENT' FOR SHEAR WALL NAILING,
BLOCKING, & FOUNDATION ANCHOR SPACING
13. RIM / BLOCKING TO TOP PL ATTACHMENT SHALL BE BASED ON SHEAR
WALL TYPE BELOW
5/8" DIA AR @ 16" OC
7" EMBED
5/8" DIA AR @ 16" OC
7" EMBED
(14)
14. AT (E) WALLS, USE TITEN HD SCREWS OR EPOXY ANCHORS W/ SAME SIZE,
EMBED AND SPACING
'SIMPSON' HOLDOWN,
SEE SW PLAN
SILL PL
PT 2x PL
2x STUDS, SEE SW
SCHED
CONC WALL,
SEE PLAN
ALL THREAD W/ 3x3x1/4 PL
WASHER & FULLY ENGAGED
NUT, SEE SW PLAN
OPENING
E M
B E
D
SILL PL
FLOOR SHTHG,
SEE PLAN
DOUBLE TOP PL
2x STUDS, SEE SW
SCHED
OPENING
'SIMPSON' HOLD
DOWN STRAP
RIM BOARD
FLOOR SHTHG,
SEE PLAN
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
3/S5.7 & 4/S5.7
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
:0
A
M
BCE#13-744
1ST FLOOR SHEAR WALL PLAN
MAMMOTH HOTSPRINGS HOTEL
YELLOWSTONE NATIONAL PARK, WY
WCG
JML
06.10.2016
S3.1
C O
N
ST
R U
C T I O
N D
O C
U M
EN
T S
: 3/32" = 1'-0"S3.1
11 1ST FLOOR SHEAR WALL PLAN
: 3/4" = 1'-0"S3.1
15 TYP HOLDOWN
1 76
AA
BB
CC
DD
EE
F
B
B
A
ABA
B
A
C
B B
FUTURE CONNECTION FOR
PHASE 2 SHEARWALL
A
S3.2
S3.2
S3.2
S3.2
D R
A G
T R
U S
S A
L
IG
N W
S
H E
A R
W A
L L
D E
S
IG
N F
O R
L
B S
T E
N S
IO
IN
C
O M
P
D R
A G
T R
U S
S A
L
IG
N W
S
H E
A R
W A
L L
D E
S
IG
N F
O R
L
B S
T E
N S
IO
IN
C
O M
P
D R
A G
T R
U S
S A
L
IG
N W
S
H E
A R
W A
L L
D E
S
IG
N F
O R
L
B S
T E
N S
IO
IN
C
O M
P
D R
A G
T R
U S
S A
L
IG
N W
S
H E
A R
W A
L L
D E
S
IG
N F
O R
L
B S
T E
N S
IO
IN
C
O M
P
B
A
C
SHEAR WALL SCHEDULE
MARK
ADDITIONAL REMARKS:
WALL
SHEATHING
EDGE
NAILING
FIELD
NAILING
FND ANCHOR REMARKS
BOT PL TO RIM
(SOLE NAILING)
RIM/BLKG
TO TOP PL
1/2" OR 3/4" SHTHG,
ONE SIDE OF WALL
8d @ 6" OC
8d @ 3" OC
8d @ 3" OC
8d @ 12" OC
8d @ 12" OC
8d @ 12" OC
(6)
(6,7)
5/8" DIA AR @ 48" OC
7" EMBED
1/2" OR 3/4" SHTHG,
ONE SIDE OF WALL
1/2" OR 3/4" SHTHG,
BOTH SIDES OF WALL
16d @ 6" OC
16d @ 3" OC
16d @ 2" OC, STAGGERED
'SIMPSON' A35
@ 24" OC
'SIMPSON' A35
@ 8" OC
'SIMPSON' A35
@ 16" OC
(1,2,3,4,5)
(13)
INDICATES SPECIAL SHEAR WALL TYPE, AND SIDE OF WALL W/ SHTHG ALL
EXT WALLS ARE TO BE 2x6 @ 16" OC (UNO) W/ 8d NAILS @ 6" OC, EDGE
NAILING AND 12" OC, FIELD NAILING, W/ 5/8" DIA AR @ 48" OC, UNLESS
DESIGNATED SPECIAL, 'SIMPSON' MASAPZ ANCHORS MAY BE USED IN LIEU
OF 5/8" DIA AR AT CONTR OPTION WITH EQUIVALENT SPACING
1. ALL WD SHEATHED WALLS SHALL BE BLOCKED AT ALL SHTHG EDGES, EDGE
NAILING APPLIED TO ALL T&B PLS, VERT JOINTS, HORIZ BLOCKED JOINTS,
WALL CORNERS AND HOLDOWN ANCHOR STUDS
2. PROVIDE 3x3x1/4 PL WASHERS AT ALL ANCHOR RODS
3. EMBED ALL ANCHOR RODS 7" MIN, UNO
4. FOR HOLDOWN LOCATIONS, SEE SHEAR WALL PLANS
5. ANCHOR RODS & WASHERS IN CONTACT W/ PT PLS SHALL BE GALVANIZED
OR STAINLESS STEEL
6. PROVIDE 3x OR DBL 2x FRAMING MEMBERS AT ALL ABUTTING PANEL EDGES
WHERE INDICATED, STAGGER SHEATHING LAYOUT ON EA SIDE WHERE
WALLS ARE SHEATHED ON BOTH FACES
7. PROVIDE PT 3x SILL PLATES WHERE INDICATED
8. STUD LAYOUT SHALL MATCH FRAMING MEMBER LAYOUT ABOVE WHERE
APPLICABLE
9. DBL TOP PLS SHALL BE ATTACHED PER 'TYP MIN DOUBLE PLATE LAP & MIN
NAILING'
10. SEE 'ALLOWABLE PENETRATIONS FOR LIGHT FRAMED LUMBER 2x LUMBER'
FOR ALLOWABLE FRAMING PENETRATIONS
11. SEE 'TYPICAL FLOOR & ROOF SHEATHING ATTACHMENT' FOR HORIZ
DIAPHRAGM NAILING, BLOCKING AT UNSUPPORTED PANEL EDGES NOT
REQUIRED UNLESS SPECIFICALLY INDICATED ON PLAN
12. SEE 'TYP WALL SHTHG ATTACHMENT' FOR SHEAR WALL NAILING,
BLOCKING, & FOUNDATION ANCHOR SPACING
13. RIM / BLOCKING TO TOP PL ATTACHMENT SHALL BE BASED ON SHEAR
WALL TYPE BELOW
5/8" DIA AR @ 16" OC
7" EMBED
5/8" DIA AR @ 16" OC
7" EMBED
(14)
14. AT (E) WALLS, USE TITEN HD SCREWS OR EPOXY ANCHORS W/ SAME SIZE,
EMBED AND SPACING
PLAN NOTES
INDICATES STEEL MOMENT
FRAME, SEE 2/S4.2
INDICATES DRAG
STRUT @
DIAPHRAGM LEVEL
-SEE FOR MOMENT FRAME SCHEDULE/1 S4.2
(N) FLOOR JOIST,
ALIGN W/ (N) WALL
(N) SHEATHING
(E) WALL
(N) FLR SHEATHING
(N) 'SIMPSON' MSTI48
STRAP
EDGE NAIL, TYP
'SIMPSON' A35 PER
SW SCHED
(N) 1 3/4x11 7/8 LVL
DRAG STRUT
(N) SHEAR WALL
ROOF FRAMING
NOT SHOWN
(N) TRUSS HEEL,
SEE PLAN & S5.5
FOR MORE INFO
'SIMPSON' HTS 30C
TWIST STRAP EA
SIDE OF TOP PLATE
(N) ROOF
SHEATHING
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 3/S5.7 & 4/S5.7
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
:1
A
M
BCE#13-744
2ND FLOOR SHEAR WALL PLAN
MAMMOTH HOTSPRINGS HOTEL
YELLOWSTONE NATIONAL PARK, WY
WCG
JML
06.10.2016
S3.2
C O
N
ST
R U
C T I O
N D
O C
U M
EN
T S
: 3/32" = 1'-0"S3.2
11 2ND FLOOR SHEAR WALL PLAN
: 3/4" = 1'-0"S3.2
5 DRAG STRUT CONN @ FLR FRAMING
: 3/4" = 1'-0"S3.2
10 DRAG STRUT CONN @ ROOF FRAMING
A
B
HSS 8x3x1/4 BENT STRINGER
HSS 8x3x1/4 BENT STRINGER
HSS 8x3x1/4 BENT STRINGER
HSS 8x3x1/4 STRINGER
H S
S x x /4
H S
S x x /4
H S
S x x /4
H S
S x x /4
S4.1
S4.1
4 1/2" CONC DECK (TOTAL DEPTH)
ON 1.5C (20GA) METAL DECK W/
6x6 W2.1xW2.1 WWF, TYP
PROVIDE L2x2x1/4 @
PERIMETER OF LANDING FOR
DECK SUPPORT, TYP UNO
TOC 102' - 0 1/2"
HSS 4x4x1/4 CONT COL
(4 PLACES)
5' - 0" 10' - 0" 5' - 0"
S5.4
SEE X/SXX, TYP
(4 PLACES)
A
B
HSS 8x3x1/4 BENT STRINGER
S4.1
4 1/2" CONC DECK (TOTAL DEPTH)
ON 1.5C (20GA) METAL DECK W/
6x6 W2.1xW2.1 WWF, TYP
PROVIDE L2x2x1/4 @
PERIMETER OF LANDING FOR
DECK SUPPORT, TYP UNO
HSS 8x3x1/4 BENT STRINGER
H S
S x x /4
H S
S x x /4
H S
S x x /4
H S
S x x /4
HSS 8x3x1/4 STRINGER
HSS 8x3x1/4 STRINGER
S4.1
TOC 120' - 7 7/8"
TOC 114' - 10"
6' - 0" 9' - 0" 5' - 0"
HSS 4x4x1/4 CONT
COL (4 PLACES)
HSS BEAM, SEE PLAN
HSS STRINGER, SEE PLAN
3/16
VERT
LEGS
ONLY
L2x2x1/4
STEEL DECK, SEE PLAN
HSS BENT STRINGER
BEYOND, SEE PLAN
1/4" CAP PL
CONC SLAB
3/16
2-12TOP &
BOTT
1/4" CAP PL
3/16
TOP
1/4" CAP PL
BENT STRINGER,
SEE PLAN
BOTTOM
3/16
TOP
BOTTOM
L4x4x1/4 ANGLE, TOP & BOTTOM
HSS 4x4x1/4 CONT COL
3/16
HSS BEAM,
SEE PLAN
L2x2x1/4 EACH SIDE
STEEL DECK,
SEE PLAN
CONC SLAB,
SEE PLAN
3/16
2-12TOP &
BOTT
STEEL DECK,
SEE PLAN
1/4" CAP PL,
TYP EACH END
HSS STRINGER,
SEE 4/S4.1
L4x4x1/4x0'-6" L4x4x1/4x0'-6"
3/16
3/16
SIDES
SEE PLAN
TOC
1/4" CAP PL- SHOP WELD
L3x3x1/4x0'-4" W/ 5/8"Øx3"
'SIMPSON' TITEN HD
SCREW ANCHOR
STRUCTURAL STEEL STRINGER,
SEE PLAN
NOTE: SEE ARCH FOR
ADDITIONAL INFO
CONC SLAB, SEE PLAN
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
:1
A
M
BCE#13-744
STAIR FRAMING
MAMMOTH HOTSPRINGS HOTEL
YELLOWSTONE NATIONAL PARK, WY
WCG
JML
06.10.2016
S4.1
C O
N
ST
R U
C T I O
N D
O C
U M
EN
T S
: 1/4" = 1'-0"S4.1
1 STAIR FRAMING PLAN, 1-2
: 1/4" = 1'-0"S4.1
2 STAIR FRAMING PLAN, 2-3
: 1" = 1'-0"S4.1
3 TYP SLAB & STRINGER TO BEAM
: 1" = 1'-0"S4.1
4 TYP BENT STRINGER CONNECTION
: 1" = 1'-0"S4.1
5 CONT CONC SLAB @ BEAM
: 1" = 1'-0"S4.1
6 TYP BACK LANDING BM TO STRINGER CONN
: 1" = 1'-0"S4.1
7 STAIR TO SLAB CONNECTION
NOTES:
TOC TOP OF CONC
ELEVATION
NOTE: PROVIDE 'SIMPSON'
SCB FROM EXTERIOR HSS
STRINGERS TO EACH WALL
STUD
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
H
S E
E S
C H
E D
U L
E
L, SEE SCHEDULE
(N) CONC FTG, SEE PLAN
(N) 12" SQ CONC PIER, SEE PLAN
MF COL, SEE SCHEDULE
MF BEAM, SEE SCHEDULE
BM-COL CONNECTION
SEE SCHEDULE
BASE CONNECTION
SEE SCHEDULE
/2
3 1/2"
COL, SEE
SCHED
8-3/4"Ø A325-N
SC (CLASS A)
BOLTS
BEAM, SEE
SCHED
/2
/2
/2
/2
3/16
3/16
3/16
3/16
3/16
3/16
PLATE
1/2x7 1/2x1'-2 1/2"
A
A
SECTION A-A
/2
3 1/2"
COL, SEE
SCHED
8-3/4"Ø A325-N
SC (CLASS A)
BOLTS
BEAM, SEE
SCHED
5/16
5/16
5/16
5/16
5/16
5/16
PLATE
7/8x8x1'-2 1/2"
A
A
SECTION A-A
3/16
DOUBLER
PLATE 1/4"
A
A
B B
/8
/2
/8
/2
/8
/8
PLATE
5/8xFLANGE
WIDTH
1/4
1/4
1/4
SECTION A-A
COL, SEE SCHED
DOUBLER PLATE 1/4"
BEAM, SEE SCHED
8-3/4"Ø A325-N SC
(CLASS A) BOLTS
SECTION B-B
COL, SEE
SCHED
BEAM, SEE SCHED
3"
1/4
CONTINUITY
PLATE 3/8x2xCOL
WIDTH, EA SIDE
/2
2' - 0" 4' - 0" 2' - 0"
TO (N) WALL =
TO (E) WALL
(E) FND WALL
(E) FND WALL
BUMP-OUT FOR PIER
#5 @ 10" OC STD HOOK
BOTH ENDS @ END 2'-0"
#5 @ 6" OC, TOP & BOT
#5 @ 6" OC, STD HOOK BOTH ENDS, MID 4'-0"
DOWELS TO MATCH VERTS
#5 @ 10" OC, STD HOOK
BOTH ENDS, @ END 2'-0"
#8 @ 10" OC, TYP TOP & BOT
DOWELS TO MATCH VERT WALL REINF
3-#3 TIES @ 3" OC & TOP
± 1" NON-SHRINK GROUT
B B
A A
2' - 0"
1' - 8"
#3 @ 10" OC
#3 TIES @ 6" OC
12-#5 VERTS
#4 @ 16" OC EA FACE HORIZ
#4 @ 18" OC
VERT EA FACE
SECTION A-A
BASE PL 1 3/8
/2
/2
/2
1 1/2"
1' - 2"
1 1/2"
1"Ø HEAVY-HEX-HEAD BOLT
W/ 24" MIN EMBED
1/2
3/8
SECTION B-B
6" EPOXY EMBED, TYP
#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
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
:1
A
M
BCE#13-744
MOMENT FRAME CONNECTIONS
MAMMOTH HOTSPRINGS HOTEL
YELLOWSTONE NATIONAL PARK, WY
WCG
JML
06.10.2016
S4.2
C O
N
ST
R U
C T I O
N D
O C
U M
EN
T S
: 3/4" = 1'-0"S4.2
1 MOMENT FRAME SCHEDULE
: 1/4" = 1'-0"S4.2
2 MOMENT FRAME ELEVATION
: 3/4" = 1'-0"S4.2
3 MOMENT FRAME 1,2 CONNECTION
: 3/4" = 1'-0"S4.2
4 MOMENT FRAME 3 CONNECTION
: 3/4" = 1'-0"S4.2
6 MOMENT FRAME 4, 5 CONNECTION
: 3/4" = 1'-0"S4.2
13 MOMENT FRAME 4, 5, 6 BASE CONNECTION
: 3/4" = 1'-0"S4.2
16 MOMENT FRAME 1, 2, 3 BASE CONNECTION 99
REBAR LAP LEGEND
BAR DIAMETER LAP (INCHES)
ADDITIONAL REMARKS:
#3
#4
#5
#6
#7
#8
19"
24"
30"
36"
54"
62"
1. 4000 PSI CONCRETE CLASS 'B' LAP
NOTE:
1. INDICATES MIN REBAR LAP LENGTH, SEE "REBAR LAP
SCHEDULE"
2. SAME SIZE AND SPACING AS HORIZONTAL BARS
TYP HORIZ BARS
(1,2) (1,2)
(1 ,2
(1 ,2
(1
T
Y P
TYP HORIZ BARS
ADDL 2-VERT BARS
@ CORNERS, TYP
SAW CUT CONTROL JOINT
SJ
TRUE 'SOF-CUT' STRAIGHT
LINE, SEE NOTE 5
SLAB REINF- CENTERED IN
SLAB, SEE PLAN
NOTE:
1. SEE GENERAL NOTES AND GEOTECH REPORT (AS
AVAILABLE) FOR SUBGRADE PREPARATION BEFORE
PLACEMENT. CONFLICTS BTWN THE TWO SHALL BE
BROUGHT TO THE ENGINEER'S ATTENTION OR THE
STRICTER CRITERIA SHALL BE USED.
2. PROVIDE SLAB JOINTS ON ALL COLUMN LINES, UNDER
PARTITIONS AND AT A MAX SPACING OF (30x SLAB
DEPTH) EA WAY IN BETWEEN. PROVIDE SLAB JOINTS
AT ALL RE-ENTRANT CORNERS, UNO ON PLAN.
3. JOINT LOCATION TO BE APPROVED BY ARCH.
4. ALL SAW CUT JOINTS SHALL BE 'SOF-CUT' SAWN AS
SOON AS ALLOWED BY SAW MFR RECOMMENDATIONS.
JOINTS SHALL BE MADE WITHIN 4 HOURS IN HOT
WEATHER & WITHIN 12 HOURS IN COLD WEATHER
AFTER SLAB FINISH COMPLETED.
T
T/4 (1" MIN)
DIAMOND SHAPED
ISOLATION JOINT, SEE 'TYP
SPREAD FTG - WD POST'
OR 'TYP THICKENED SLAB
FTG - WD POST'. MATCH
FTG TYPE PER PLAN
SLAB JOINT, SEE 'TYP
CONC JOINTS'
WD COL,
SEE PLAN
S J
S J
S J
S J
PLAN VIEW
CUT ALTERNATE
BARS AT JOINT
NOTE:
1. ESTABLISH CONTROL JOINTS AT 3x WALL HT
APART (20'-0" OC MAX SPACING)
2. JOINT LOCATION TO BE APPROVED BY ARCH
3. EXTEND CJ ALONG TOP SURFACE & DOWN
BACK SIDE WHERE EXPOSED TO VIEW
2" 1 1/4"
5"
(N) MAT SLAB,
SEE PLAN
COMPACTED
STRUCTURAL FILL
(N) UNDERPINNED
FTG, SEE 8/S5.1
1' - 0"
" 8
(E) FLOOR
SHEATHING
(E) WALL FRAMING, TO
REMAIN
(E) 2x10 @ 16" OC
TO REMAIN
(N) WALL SHEATHING, SIDE OF
WALL FOR NEW SHEATHING
VARIES PER S3.1 & ARCH, SEE
SW SCHEDULE
(N) FLOOR SHEATHING,
SEE 7/S5.3
SEE PLAN
TO SUBFLR
SEE PLAN
TOC
(N) FLOOR JOISTS W/ TOP
FLANGE HANGERS, SEE PLAN
(N) 2x12 LEDGER W/ 2-ROWS 5/8"Øx4" EMBED EPOXY ANCHOR
@ 12" OC STAGGERED
(E) 12" CONC WALL
#4x2'-0" DOWEL @ 12" OC
W/ 4" EPOXY EMBED INTO
(E) WALL
(N) 5/8"Øx8" TITEN HD SCREW W/ 3x3x1/4 PL WASHER, SEE
SW PLAN FOR SPACING
FULL-SAWN 2x4 SILL-
NO ATTACHMENT TO
(E) CONC WALL
'SIMPSON' UFP10-
SDS3 FOUNDATION
PLATE @ 36" OC,
TYP @ PERIMETER
OF (E) FND WALL
(E) 2x4 BLKG W/ 2-10d
TOENAILS TO (E) JOIST
'SIMPSON' A35 CLIP @ 16" OC
(N) FLOOR SHEATHING
EDGE NAILING, SEE
PLAN
(N) 2x BLOCKING TO
MATCH JOIST DEPTH
UPGRADES TO (E)
FRAMING ONLY @
SIM CONDITION
(N) 8" CONC FROST
WALL, SEE 14/S5.1,
STOP EA SIDE OF
UTILITY TUNNEL,
SEE PLAN
4'-0" BELOW
BOW
GRADE
(N) 8" CONC MAT
SLAB, SEE 16/S5.1
(N) 2x12 LEDGER W/ 3-4"
'TIMBERLOKS' @ EA STUD
'SIMPSON' IUS 2.06/11.88
OR APPROVED EQ
(N) FLOOR JOISTS,
SEE PLAN
EDGE NAILING
(N) FLOOR SHEATHING,
SEE 7/S5.3
(N) SHEATHING,
SEE SW SCHEDULE
(N) 2x6 @ 16" OC
(N) PT SILL PLATE, SEE SW
SCHEDULE FOR ANCHOR
BOLT REQUIREMENTS
SEE PLAN
TOW
NOTE:
CONTRACTOR OPTION TO USE
SHALLOW INSULATED
FOOTING, CONTACT ENGINEER
2-#4 CONT AT
STEM WALL#4 CONT
#4 DOWEL @ 12" OC
SEE PLAN
TOC
SEE PLAN
TO SUBFLR
2x BLOCKING
BETWEEN STUDS
@ LEDGER
SEE 14/S5.1 FOR ADDIT
FOOTING DIMENSIONS
5"
(N) CONC SLAB, SEE PLAN
NATIVE SOIL OR COMPACTED
STRUCTURAL FILL
(E) CONC
FOUNDATION WALL
1' - 0"
" 8
(N) FLOOR
SHEATHING (E) WALL FRAMING,
TO REMAIN (V), W/
(N) SHTHG, ADD SILL
PL ATTACHMENT
PER SW SCHEDULE
(E) 2x10 @ 16" OC
TO REMAIN
SEE PLAN
TOC
EDGE NAIL
SEE PLAN
TOSUBFLR
(E) PLANKING
TO REMAIN
SLAB BOTH
SIDES @ SIM
STAIRWELL
@ SIM
SEE 16/S5.1 FOR
ADDITIONAL INFO
(N) 8" CONC FROST
WALL W/ #4 @ 12"
OC EA WAY
4'-0" BELOW
BOW
GRADE
(N) 8" CONC MAT
SLAB
(N) 2x6 @ 16" OC
(N) PT SILL PLATE, SEE SW
SCHEDULE FOR ANCHOR
BOLT REQUIREMENTS
SEE PLAN
TOW
NOTE:
CONTRACTOR OPTION TO USE
SHALLOW INSULATED
FOOTING, CONTACT ENGINEER
SEE PLAN
TOC
COMPACTED
STRUCTURAL FILL
#4 CONT
1' - 0"
SEE PLAN
TOW
(N) CONC
BASEMENT WALL,
SEE 6/S5.2
(N) 8" CONC
MAT SLAB
(N) 2x6 @ 16" OC W/ (N)
WALL SHEATHING, SEE
SW SCHEDULE
SEE PLAN
TOC
(N) PT 2x6 SILL PLATE, SEE SW SCHEDULE FOR
AB REQUIREMENTS
STAIRWELL,
SEE S4.1
SEE 14/S5.1 FOR ADDIT
FOOTING DIMENSIONS
PLAN VIEW
(E) CONC FND WALL
DRILL & EPOXY SET
#4 @ 12" OC TO LAP
(N) WALL HORIZ
TYP FND WALL,
SEE PLAN
TYP LAP, SEE "TYPICAL
REBAR LAP SCHEDULE"
5" MIN
4" MIN
(E) WOOD COLUMN
(E) CONC FTG
(N) #4 @ 12" OC,
EA WAY
NATIVE UNDISTURBED SOIL OR
COMPACTED STRUCTURAL FILL-
GEOTECH TO REVIEW CONDITION
PRIOR TO CONCRETE PLACEMENT
(N) 'SIMPSON' RPBZ, 2
TOTAL POST BASE
EPOXY EMBED
REBAR MIN 5"
6"
SEE PLANAS
REQUIRED
TO GET TO
NATIVE
UNDISTUR
BED
SURFACE
(V)
6" 1' - 6"
EXCAVATE AS NEEDED TO
POUR FOOTING, REPLACE
W/ COMPACTED
STRUCTURAL FILL
(E) CONC FND WALL
(E) CRAWLSPACE
(N) 2-#4 CONT
#4 @ 18" OC W/ 5"
EPOXY EMBED INTO
(E) FND WALL
SEE PLAN
BOF
(E) COL, SHORE & JACK
JOISTS/BEAM ABV AS NEEDED
(N) RPBZ POST
BASE, 2 TOTAL
(E) CONC FTG
1'-6" SQ (V)
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
:2
A
M
BCE#13-744
DETAILS
MAMMOTH HOTSPRINGS HOTEL
YELLOWSTONE NATIONAL PARK, WY
WCG
JML
06.10.2016
S5.1
C O
N
ST
R U
C T I O
N D
O C
U M
EN
T S
: 12" = 1'-0"S5.1
1 REBAR LAP LEGEND
: 3/4" = 1'-0"S5.1
2 WALL REINF @ INT & CORNER- DBL MAT
: 3/4" = 1'-0"S5.1
3 TYPICAL CONCRETE SLAB JOINT
: 3/4" = 1'-0"S5.1
5 TYP CONC ISO JT @ WD POST
: 3/4" = 1'-0"S5.1
7 TYP VERT CNTRL JT
: 3/4" = 1'-0"S5.1
16 (BETWEEN GRIDS '4' & '5')
: 3/4" = 1'-0"S5.1
17 (BETWEEN GRIDS '4' & '5')
: 3/4" = 1'-0"S5.1
18 (BETWEEN GRIDS '2' & '4')
: 3/4" = 1'-0"S5.1
14 (N) FROST WALL @ MAT SLAB
: 3/4" = 1'-0"S5.1
15 BASEMENT FND @ STAIRWELL
(N) FND @ GRID 'B' (N) FND @ GRID 'A'
: 3/4" = 1'-0"S5.1
9 TYP (N) TO (E) CONN AT CONC
: 3/4" = 1'-0"S5.1
10 FOOTING-4 LOCATIONS
UPGRADE TO (E) CONC SPREAD
: 3/4" = 1'-0"S5.1
8 LOCATIONS W/O UNDERPINNING
UPGRADE TO (E) FOOTING @
: 3/4" = 1'-0"S5.1
6 TYP (E) CONC FTG UPGRADES
S1.1 S1.1 S1.1
S1.1 S1.1 S1.1 S1.1 S1.1
S1.1 S1.1 S1.1
(N) FND @ GRID 'A'
SEE PLAN
TO SUBFLR
BASEMENT
EDGE NAIL
SOLE PL ATTACHMENT,
SEE SW SCHED
NOTE:
ALIGN WALL STUDS ABV W/
TRUSS SPACING WHERE
POSSIBLE
1 1/4" CONT MFD RIM BOARD
T&G FLOOR SHTHG, SEE PLAN
2-10d EA SIDE
FLOOR JOIST, SEE PLAN
PT 2x6 PL W/ 5/8"Ø A4 @ 48" OC (7" EMBED) & 3" SQx1/4" PL
WASHER (UNO ON SW SCHED)
8" MAT FOUNDATION W/ #4 @
12" OC EACH WAY, TYP
48"
STD HOOK
SEE PLAN
TOW
#5 DOWELS @ 12" OC
THICKENED CONC FOOTING,
SEE PLAN
10" CONC WALL W/
#4 @ 12" OC VERT &
#5 @ 12" OC HORIZ
3" CLR
M A
IN
T
A
IN
M
IN
F R
O S
T D
E P
T H
A S
N O
T E
D I
N T
H E
G E
N E
R A
L N
O T
E S
2" CLR
V A
R
IE
S
3' - 0"
SEE PLAN
TOC
'-0
M A
X
3-#5 CONT
SEE PLAN
TO SUBFLR
2x6 @ 16" OC W/ 1/2" SHTHG, SEE SW SCHED
SOLE PL ATTACHMENT,
SEE SW SCHED
EDGE NAIL
T&G FLR SHTHG, SEE PLAN
2x4 WEB STIFF W/ 3-10d EA FACE
I-JOIST BLKG @
24" OC W/ 5-10d
BASEMENT
8" MAT FOUNDATION W/ #4 @
12" OC EACH WAY, TYP
48"
STD HOOK
SEE PLAN
TOW
#5 DOWELS @ 12" OC
THICKENED CONC FOOTING,
SEE PLAN
10" CONC WALL W/
#4 @ 12" OC VERT &
#5 @ 12" OC HORIZ
3" CLR
M A
IN
T
A
IN
M
IN
F R
O S
T D
E P
T H
A S
N O
T E
D I
N T
H E
G E
N E
R A
L N
O T
E S
2" CLR
V A
R
IE
S
3' - 0"
SEE PLAN
TOC
'-0
M A
X
3-#5 CONT
SEE PLAN
TO SUBFLR
SEE PLAN
TOC=TOF
FLOOR JOIST,
SEE PLAN
GL BEAM, SEE PLAN
CUT 1/2" DEPTH OF BEAM
@ TOP @ CONT SPANS
'SIMPSON' ABU BASE W/ EXP
ANCHORS PER MFR W/ 4" EMBED
WOOD POST, SEE PLAN
1/2" PLYWD GUSSET EA
SIDE, W/ 8-16d NAILS
SHIM BM OR COL FOR
WIDTH AS REQD
CONC FTG,
SEE PLAN
SEE PLAN
3" CLR
CL COL & FTG
CONC MAT SLAB,
SEE PLAN
(N) BLKG @ BEAM
SEE PLAN
TOB
(E) 12" FOUNDATION
WALL
(N) 10" CONC
BASEMENT WALL,
SEE 6/S5.2
(E) SOIL TO BE
REMOVED AFTER
INSTALLATION
(N) 8" MAT SLAB
@ MECH ROOM
STAGGER DOWELS
(N) EPOXY DOWEL
#4x2'-0" @ 12" OC, 4" EMBED
(N) 8" MAT SLAB
@ STAIRWELL
2' - 0"
SEE PLAN
TOC
SEE PLAN
TOG (E)
5" EMBED INTO (E) WALL
1' - 0" 1' - 0"
(E) GRADE IN
CRAWLSPACE
SEE PLAN
TOC
SOIL TO REMAIN
#4 @ 16" OC, EA WAY
(E) 12" FOUNDATION
WALL
(N) 10" CONC
FOUNDATION WALL
(N) EPOXY DOWEL TO
MATCH VERT REINF,
MIN 5" EMBED
2' - 0" 1' - 0"
(N) EPOXY DOWEL, #
4x2'-0" @ 12" OC, 4"
EMBED
SEE PLAN
TOF
SEE PLAN
TOW
SEE PLAN
TOC
COMPACTED
STRUCTURAL FILL,
SEE GEOTECH
REPORT
L4x4x1/4 CONT W/ 1/2"Øx4"
WHS @ 12" OC
(N) 8" CONC WALL
W/ #4 @ 12" OC,
EA WAY
(N) 2'-0" WIDEx10" THICK
CONC FTG W/ 3-#4 CONT,
ALTERNATE VERTICAL
HOOKS
SEE PLAN
TO SUBFLR
B
SEE PLAN
TOC = TOW
SEE PLAN
TOC = TOF
(N) CONC WALL & FOOTING,
SEE 6/S5.2
COMPACTED STRUCT FILL,
SEE GEOTECH REPORT
(N) 2x6 WALL W/ 1/2"
SHEATHING, SEE 6/S5.3
(N) LEDGER 1 3/4x11 7/8 W/ 2-ROWS 5/8"Øx6" TITEN HD
@ 8" OC, STAGGERED
'SIMPSON' FACE HANGER
(N) FLOOR JOIST,
SEE PLAN
(N) 3/4" FLOOR SHEATHING
EDGE NAIL
(N) SLAB, SEE 16/S5.1
SEE PLAN
TOC = TOW
(N) 2x6 WALL W/
1/2" SHEATHING,
SEE PLAN
COMPACTED STRUCT FILL,
SEE GEOTECH REPORT
(N) SLAB, SEE 16/S5.1
(N) CONC WALL, SEE
6/S5.2 FOR REINF
SEE 3/S4.1
STAIR LANDING,
SEE SHEER S4.1
SEE PLAN
TOC
(N) 2x6 WALL W/ 1/2" SHEATHING, SEE PLAN
(N) SLAB ON GRADE,
SEE 16/S5.1
SEE PLAN
TOSUBFLR
ELEVATOR SHAFT
(GAP SHOWN NTS)
(N) 10" CONC WALL,
SEE 6/S5.2 FOR REINF
(N) 8" CONC
ELEVATOR WALL W/
#4 @ 18" OC VERT &
#4 @ 12" OC, HORIZ
(E) 1x DECKING
(E) JOIST, SEE PLAN
SEE 1/S5.6 @ BOTTOM
OF WALL
(N) FACE HANGER TO
MATCH (E) JOIST
(N) 2x LEDGER TO MATCH
EXISTING FLOOR JOIST DEPTH
W/ 2 ROWS 5/8"Øx6" TITEN HD
SCREWS @ 8" OC , STAGGERED
JOIST DIRECTION VARIES
@ (SIM), PROVIDE NEW
2x BLKG W/ FACE
HANGER @ 24" OC
(E) FLOOR JOISTS
W/ (E) BLKG (V)
(E) BEAM
(N) 'SIMPSON' ACE
POST CAP, EA SIDE
(E) COLUMN
ADD FULL HEIGHT
BLKG WHERE NEEDED
A
A
SECTION A-A
1/2" DIA EPOXY BOLTS
W/ 4" EMBED
(N) CONC WALL
THICKNESS
L4x4x1/4
NOTE:
1. SAWCUT HEAD HORIZ, OVERSAW 4" EA SIDE
2. INSTALL DESIGNATED STEEL ANGLE
3. SAWCUT VERT JAMBS
4. REMOVE CONC WALL SECTION
5. INSTALL EPOXY BOLTS
4" TYP 3' - 0" MAX
2" TYP
18"
CONC WALL, SEE
1/S5.6
WATER STOP
2- #4 x 3'-0"
2- #4 U-BARS EA WAY
2- #4 SQ TIE BARS
2- #4 EA SIDE
ELEV PIT SLAB,
SEE 6/S5.2 FOR
TYP 8" MAT
SLAB REINF
6" MIN, TYP
SEE PLAN
V R
F Y
W
A R
C H
6" MIN, TYP
SEE PLAN
TOC
SEE PLAN
TOF
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
:2
A
M
BCE#13-744
DETAILS
MAMMOTH HOTSPRINGS HOTEL
YELLOWSTONE NATIONAL PARK, WY
Checker
Author
Designer
06.10.2016
S5.2
C O
N
ST
R U
C T I O
N D
O C
U M
EN
T S
: 3/4" = 1'-0"S5.2
6 TYP I-JST BRG BSMNT FND (PERP)
: 3/4" = 1'-0"S5.2
7 BSMNT W/ I-JST ABV (PARA)
: 3/4" = 1'-0"S5.2
3 BASEMENT POST @ BEAM
: 3/4" = 1'-0"S5.2
4 UNDERPINNING @ MECH ROOM
: 3/4" = 1'-0"S5.2
13 UNDERPINNING @ GRID '2'
: 3/4" = 1'-0"S5.2
5 CONC EDGE @ DOCK
: 3/4" = 1'-0"S5.2
11 GRID 'B', GRIDS 1 & 2
: 3/4" = 1'-0"S5.2
12 GRID 2, GRID 'A' - 'B'
: 3/4" = 1'-0"S5.2
16 (N) ELEVATOR SHAFT- GRID 'B', GRID 3.5-4
: 3/4" = 1'-0"S5.2
8 TYP (E) BM TO (E) COL CONN @ CRAWL
: 3/4" = 1'-0"S5.2
14 (N) OPNG IN (N) CONC WALL
: 3/4" = 1'-0"S5.2
18 (N) ELEVATOR SUMP
S1.1 S1.1
S1.1 S1.1
S1.1
S2.1
S1.1
S1.1 S1.1 S1.1
S2.1 S1.1
16d @ 8" OC 2-16d MIN AT 4'-0"
LAP SPLICE
4' - 0" MIN LAP
JOIST PARALLEL TO WALL JOIST PERPENDICULAR TO WALL
I-JOIST, SEE PLAN
3/4" MIN CLEARANCE GAP
'SIMPSON' DTC JST CLIP (OR
EQUAL) EVERY OTHER JST
STUD WALL
2- 16d TYP EA SIDE, EA END
STUD WALL
NOTE:
SIM CLIPS AT NON-BRG
WALLS TO ROOF
TRUSSES OR RAFTERS
I-JOIST, SEE PLAN
2x6 @ 48" OC, MAX
'SIMPSON' DTC JST CLIP
(OR EQUAL) EA SIDE
3/4" MIN CLEARANCE
GAP
2-16d, TYP EA
SIDE, EA END
STUD WALL
1/4" GAP AFTER
INSTALLATION OF
ROOFING
'SIMPSON' DTC JST
CLIP (OR EQUAL) AT
EA BLKG
2x6 @ 48" OC MAX
PREFAB WOOD TRUSS
PREFAB WOOD TRUSS
STUD WALL
'SIMPSON' DTC JST CLIP
(OR EQUAL) AT EA TRUSS
1/4" GAP AFTER
INSTALLATION OF
ROOFING
TRUSS PERPENDICULAR TO WALL TRUSS PARALLEL TO WALL
ATTACHMENT AT FINISHES
FINISH
MATL
PROVIDE CLIP OR ANGLE FASTENED
TO TOP OF WALL - NO ATTACHMENT
TO TRUSS (2x BLKG BTWN TRUSSES
AND/OR BLKG AT CONTR OPTION)
FASTENERS
16" W/ NO
VERT OR HORIZ
SHEATHING
ORIENTATION,
SEE NOTE 6
SHTHG, SEE SW
SCHED & GEN NOTES
DBL STUD AT CORNER
EDGE NAILING - ALL
EDGES, ALL SHEETS -
SEE SCHEDULE
2x SOLID BLKG AT
ALL PANEL EDGES
FIELD NAILING @
INTERMEDIATE
SUPPORTS
EDGE OF WALL
NOTE:
1. MIN EDGE DISTANCE FOR NAILS SHALL BE 3/8"
2. MIN SHTHG SHT SIZE SHALL BE 2'-0"x4'-0"
3. NAILS SHALL NOT BE OVERDRIVEN
4. NAILS SHALL BE COMMON WIRE TYPE OR APPROVED EQUAL
5. WITH VERTICAL ORIENTATION, STUDS SHALL BE SPACED @ 16" OC OR LESS
6. SHTHG CAN BE ORIENTED HORIZ OR VERT IN COMBINATION W/ PREVIOUS NOTES
7. SEE GENERAL NOTES FOR ADDITIONAL INFORMATION
SEE PLAN
ANCHORS
5" MIN, 9" MAX
SHTHG LAYOUT
EDGE NAILING, ALL
SUPPORTED PANEL
EDGES & DIAPHRAGM
PERIMETER
FIELD NAILING AT
INTERMEDIATE
SUPPORTS
2x BLKG AT PANEL
EDGES INDICATED
ON PLAN
NOTE:
1. MIN EDGE DISTANCE FOR NAILS SHALL BE 3/8"
2. MIN SHEATHING SHEET SIZE SHALL BE 2'-0"x4'-0"
3. NAILS SHALL NOT BE OVERDRIVEN
4. NAILS SHALL BE COMMON WIRE TYPE OR APPROVED EQUAL
5. SEE GENERAL NOTES FOR ADDITIONAL INFORMATION
HOLE BORING OF ROOF OR FLOOR JOIST
NOTCHING OF ROOF OR FLOOR JOIST
'H '/3
'H '/3
N O
H O
L E
S O
R N
O T
C H
E S
A L L O
W E
D
'H '/3 d/3
MAX
5/8" MIN
d/4 d /3
'd'
1 1/2" MIN
BRG TYP
2d
NO HOLES
ALLOWED
M
IN
M IN d /3
M A
X
L/3 L/3 NO
NOTCHING
ALLOWED
L/3 d /6
NOTCH & HOLE
BORING SCHEDULE
ADDITIONAL REMARKS:
MEMBER (d) d/6d/4d/3 2x4
2x6
2x8
2x10
2x12
1 5/8"
1 1/2"2 1/4"3"
2 3/4"3 5/8"
1. HOLES AND NOTCHES IN BEAMS ARE NOT ALLOWED
UNLESS OTHERWISE APPROVED IN WRITING BY THE
ENGINEER 8" M
IN
IM
UM
d/3 d
DBL TOP PL
WALL STUD
N
A
NOTE:
NOTCHING & HOLE
BORING OF EXT OR
BEARING WALL STUDS
1 1/8"
1 3/4"
2 5/8"
5/8"7/8"
7/8"
1 1/8"1 3/4"
1 7/8"
L d/3 d/3 d/3 d /4 d
1" MAX
L d
'H
1"
1"
11/2"
11/2"
1 / 2
1 / 2
" 11/2"
11/2"
1 / 2
NOTE:
EA ADDIT LAMINATION OVER 3 LAMINATIONS SHALL BE
NAILED TO THE ASSEMBLY W/ 10d NAILS STAGGERED
EA SIDE OF BUILT-UP WD COL
2- 2x4 LAMINATIONS
W/ 1- ROW OF
STAGGERED 10d
COMMON WIRE
NAILS
3- 2x4 LAMINATIONS W/ 1- ROW OF 10d COMMON WIRE NAILS EA
LAYER, STAGGERED BTWN
LAYERS EA SIDE
3- 2x6 LAMINATIONS W/ 2- ROWS OF 10d COMMON WIRE NAILS EA
LAYER, STAGGERED BTWN
LAYERS EA SIDE
CRIPPLE STUDS
AT TYP STUD
LAYOUT
TYP HDR W/ 6-
16d NAILS INTO
EA END, SEE
HDR SCHEDULE
16d @ 12" OC, EA
SIDE, TYP
DBL SILL PL AT
OPENINGS > 6'-0"
4-16d TYP, KING
TO TRIMMER
DBL TOP PL, LAP PER
"TYP MIN DBL PLATE
LAP & MIN NAILING"
ROUGH OPENING,
SEE ARCH
KING STUDS, SEE
HDR SCHEDULE
TRIMMER STUDS,
SEE HDR SCHED
2x6 @ 16" OC (UNO) W/ 1/2"
SHTHG, SEE SW SCHED
CONT 1 1/4" LSL RIM BOARD
RIM JOIST ATTACHMENT,
SEE SW SCHED
SHTHG, SEE PLAN
EDGE NAIL, TYP
SOLE PL ATTACHMENT,
SEE SW SCHED
FLR JOIST, SEE PLAN
2- 16d EA SIDE
AT EA JST
WALL ABOVE
WHERE INDICATED
SEE PLAN
TO SUBFLR
5- 10d NAILS
EDGE NAIL, TYP
SOLE PL ATTACHMENT,
SEE SW SCHED
JOIST BLKG @ 48" OC
FLOOR JOIST,
SEE PLAN
2x4 W/ 3- 10d EA
FACE
CONT 1 1/4" LSL RIM BOARD
SHTHG, SEE PLAN
2x6 @ 16" OC (UNO) W/ 1/2"
SHTHG, SEE SW SCHED
RIM JOIST ATTACHMENT,
SEE SW SCHED2- 16d EA SIDE
AT EA JST
WALL ABOVE
WHERE INDICATED
SEE PLAN
TO SUBFLR
(E) 2x12 @ 16" OC
FLOOR JOISTS,
SEE PLAN & __/S_._
FOR SISTER INFO
(E) 2x6 @ 16" OC (V)
(N) 2x10 LEDGER W/
3-4" TIMBERLOKS @
E…
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