A06_Dwgs_01_ORCA_100CD_FINAL_2_STRUCTURAL.pdf
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- Solicitation number
- 140P2019R0045
About this file
This pre-solicitation notice announces an upcoming solicitation for construction services to correct life safety and critical deficiencies at the Oregon Caves Chateau, a National Historic Landmark located in Oregon Caves National Monument and Preserve. The project includes installing a fire suppression system, upgrading egress doors and fire detection, structural repairs, accessibility improvements including an elevator, replacement of water supply and waste piping, electrical system upgrades including a new service panel, and addition of plywood shear walls and steel balconies to meet code. The work will be conducted under a single prime contract with an estimated price over $10 million and performance period from April 2020 through September 2021. The solicitation is expected to be issued on or about October 21, 2019. The NAICS code is 236220 for new commercial and institutional buildings and structures with a size standard of $36.5 million. Small businesses are encouraged to compete.
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PR NAL
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DRAWING NO.
PMIS/PKG NO.
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STRUCTURAL GENERAL
NOTESS1.01
29 211
CONSTRUCTION DOCUMENTS
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CONSTRUCTION DRAWINGS
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TYPICAL WOOD DETAILS
S1.10 30 211
CONSTRUCTION DOCUMENTS
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TYPICAL WOOD DETAILS
S1.11 31 211
CONSTRUCTION DOCUMENTS
S .1
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SCALE:
S1.11
2 WALL OPENING
SCALE:
S1.11
1 TYPICAL BEARING/STUD WALL FRAMING
SCALE:
S1.11
3 DOUBLE TOP PLATE DETAILS
N.T.S.N.T.S.
N.T.S.
SCALE:
S1.11
5 INTERIOR FLOOR TO FLOOR SHEARWALL JOISTS PARALLEL TO WALL
SCALE:
S1.11
4 INTERIOR FLOOR TO FLOOR SHEARWALL JOISTS PERPENDICAULAR TO WALL
N.T.S.
N.T.S.
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TYPICAL CONCRETE
DETAILSS1.20
32 211
CONSTRUCTION DOCUMENTS
S .2
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CD
CC
NC
NB
NA
ND
SB
SA
SE
CB
CA
SD
NA.4
NB.3
SA.3
SB.8
2.9
CC.9
SA.1
NA.1
6.1
(E) CRAWL SPACE
CE
22' - 1" 15' - 0" 22' - 2 1/4"
(E) UNEXCAVATED SPACE
(E) C.I.P CONC.
PILASTER
(E) 8" C.I.P CONC. WALL, TYP.,
V.I.F.
(E) CONC. RETAINING
WALL STRIP FTG., TYP
ALONG LINES '3', '6' & 'CA'
(E) CONC. SLAB ON
GRADE
(E) CONC. PAD FTG., TYP
AT COL'S
(E) CONC. COL.,
TYP.
HSS 8x8 BALCONY FRAME COL.
WRAPPED IN CEDAR ON CONC.
PEDESTAL ON PILE CAP w/
MICROPILE, TYP. (8 LOCATIONS)
NOTES:
1. FINAL PEDESTAL AND PILE CAP SIZES MAY BE DIFFERENT THAN WHAT IS SHOWN ON THIS PLAN WHERE THERE IS CONFLICT WITH THE (E) FOUNDATION & (E) CONC. WALL. TEST PITS IN SOME SELECTIVE LOCATIONS WILL BE REQUIRED TO INVESTIGATE THE EXISITNG FOUNDATION AND WALL BELOW THE (E) GRADE FOR FURTHER DESIGN WORK. CONTRACTOR TO SUBMIT AS-BUILT
DRAWINGS OF EXISTING FOOTING EXTENTS & DEPTHS NEAR NEW BALCONY FOUNDATIONS.
24"x24" GRADE BEAM
(GB1), TYP AT
BALCONY
(E) FOUNDATION, V.I.F. CD.1
S4.03
TYP
TYP
12" SQ. CONC. COL. ON
24"SQx18" THICK PAD FTG.
TO SUPPORT CUT (E)
CONCRETE BEAM ABV.
SEE 2/S4.04
CONC. STAIRS ON
GRADE PER S3.12
5.9 3.1
FIELD EXCAVATE AND LOCATE
OUTLINE AND BOTTOM (E)FTG's AT
BUILDING PERIMETER ON GRID
LINES 3, 6, AND CD AND PROVIDE
SUBMITTAL DRAWING OF FTG
DIMENSIONS RELATIVE TO
GRIDLINES
S2.10
AT
STAIRS
S4.03
PD-1
PC-1
PD-3
PC-4
PD-4
PC-4
PD-2
PC-2
PD-2
PC-2
PD-1
PC-1
PD-4
PC-4
PD-3
PC-3
10" ±
CL
6' - 7 3/4" ±
C L
7'
0"
10" ±
SCALE I
0 4 84
SCALE OF FEET
LEGEND:
PEDESTAL TYPE PER 1/S4.04
PILE CAP TYPE PER 3/S4.04
PD-1
PC-2
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SHEET
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150025
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OREGON CAVES NATIONAL MONUMENT
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BASEMENT 3 AND
FOUNDATION PLANS2.B3
33 211
CONSTRUCTION DOCUMENTS
S .B
F
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BLDG.
TRUE
NORTH
29.6°
SCALE:S2.B3
1 BASEMENT 3 AND FOUNDATION PLAN
I
CD
CC
NC
NB
NA
ND
SC
SB
SA
SE
CB
CA
SD
NA.4
NB.3
SA.3
SB.8
1.1
2.9
CC.9
SA.1
NA.1
6.1
CE
(E) CONCRETE SLAB ON GRADE
BTWN. LINES 1-3
(E) CONC. PAD FTG.
@ B.O. (E) TIMBER COL's
12" DIA. CEDAR DECK
JOISTS @ 2'-0" o.c.
2x6 CEDAR DECKING o/ DECK
JOISTS, TYP.
CEDAR WRAPPED STEEL
HSS FRAME COL., TYP.
SAWCUT (E) SLAB FOR NEW ELEVATOR PIT WALLS.
S.A.D FOR PIT DIMENSIONS
PROVIDE 2x6 WALL STUDS @ 16"o.c. w/ TYPE 'A'
WALL SHEATHING ALIGNED WITH PIT WALLS
(E) CONC. BM.
(E) CONC. BM.
(E) CONC. BM.
(E) CONC. BM.
(E) CONC. BM.
(E) CONC. BM.
(E) CONC. BM.
(E) CONC. BM.
(E) CONC. BM.
(E) CONC. BM.
(E) CONC. BM.
(E) CONC. BM.
(E) CONC. BM.
(E) CONC. BM.
(E
C O
N C
G
IR
D
E R
(E x2
C
O N
C
G
IR
D E
R . V
.I.
F
(E) CONCRETE
STRUCTURAL SLAB
BTWN. GRIDLINES 3-6
(E) CONC. PAD FTG.
UNDER (E) TIMBER COL's
(E) CONC. RETAINING WALL, TYP.
(E) FIREPLACE FOOTING
3x BLOCKING, TYP, (5 LOCATIONS)
CD.1
S4.01
S4.01
S4.01
S4.02
S4.01
TYP @ BLKG.
TYP
TYP
(E) CONC.PILASTER BLW.
W/ (E) TIMBER COL. ABV.,
TYP. AT CORNER
(E) STRIP FOOTING AT (E)
CONC. RETAINING WALL,
TYP.
(E) CONC. COL.
(E) CONC. COL.
(E) STRIP FOOTING AT (E)
CONC. RETAINING WALL,
TYP.
(E) CONC. COL. BLW. w/
TIMBER COL ABV., TYP.
AT LINES 2.9, 4, & 5
(E) CONC. PAD FTG.
UNDER (E) STEEL
PIPE COL.
(E) MASONRY
FIREPLACE
TYP
NEW CONCRETE
STAIRS ON-GRADE
PER SHEET S3.12 TO
BLW.
(E) CONC. COL.
(E) 2x FJ's @ 16"o.c., TYP. AT CRAWLSPACE
BTWN. GRIDLINES 6-8
(E) CONC.
WALL BLW.
(E) CONC.
WALL BLW.
NOTCH AND TAPER TOP OF
(E) FJ's AT NEW RAMP AND SISTER w/ 1.75"x8" LVL TO EXTEND 4 FT.
BEYOND T.O. RAMP
DEMO (E) CONC. BM.
AT NEW STAIR
(E) CONC. BM.
(E) CONC. BM.
DEMO (E) CONC. SLAB AT
HATCHED AREA FOR
NEW STAIRWELL
CONC. COL.
BLW. AT END
OF CUT BM
2'x2'x2'
SUMP PIT
AT CORNER
HSS HSS
H S
S
H S
S
H S
S
H S
S
HSS HSS S3.01
S3.02
S3.10
S3.01
S3.01
O.H. 2
S3.02
S3.02
S3.11 5
S3.11
5.9 3.1
HSS
S2.10
(E) 4x CRAWLSPACE POST BLW.
ON (E) PAD FTG @ 6'-0"o.c.
TYP. BTWN. GRIDLINES 6-8
(E) 4x6 FLOOR GIRDER BLW.
FJ's @ 8'-0"o.c.
TYP. BTWN. GRIDLINES 6-8
@ STAIRS
HSS
S3.10
3x CEDAR STAIR
STRINGERS TO ABV.
S4.12
1 3/4 X 11 7/8 LVL @ 16" o.c.
PLANE AS REQ'D TO MATCH
B2.1 ELEVATION.
HSS 8x8x3/8 w/ CEDAR WRAPING
JOIST PER 6/S4.01 & MOMENT
CONNECTION PER S4.02. TYP AT
ALL BALCONY EXTERIOR HSS
FRAMING
BALCONY EXTENSION, S.A.D.
S4.14
TYP.
S2.B2
S
LO
P E
S .A
.D
SEE NOTE 2
SCALE I
0 4 84
SCALE OF FEET
LEGEND:
DENOTES (E) CONC. WALL
DENOTES (E) CONC. BELOW
(E) WOOD WALL BELOW
(E) WOOD WALL
WOOD WALL
WOOD WALL BELOW
DENOTES MOMENT CONNECTION
PER S4.02
SE
2.9
CE
3.1
S4.02
S4.02
S4.02
BALCONY EXTENSION
BM TO HSS COL.
END PL
END PL
2x6 CEDAR DECKING o/ DECK
JOIST, TYP.
TYP. HSS BEAM
TO HSS BEAM
HSS2x2x1/4 -SEE
1/3.02 FOR SIMILAR
GUARDRAIL
HSS8x8x3/8 w/ CEDAR WRAPING
JOIST PER 6/S4.01 & MOMENT
CONNECTION PER S4.02 TYP AT
ALL BALCONY EXTERIOR HSS
FRAMING
SCALE H
0 4
SCALE OF FEET
4 8
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PMIS/PKG NO.
SHEET
OF
150025
138578
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OREGON CAVES NATIONAL MONUMENT
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BASEMENT 2 FRAMING
PLANS2.B2
34 211
CONSTRUCTION DOCUMENTS
S .B
F
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SCALE:S2.B2
1 BASEMENT 2 FRAMING PLAN BLDG.
TRUE
NORTH
29.6°
NOTES:
1. SEE SHEET S2.B2.A FOR WALL SHEATHING REQUIREMENTS AT BASEMENT 2 WALLS.
2. V.I.F. (E) ROUND TIMBER COLUMN STACK OVER (E) CONC. PILASTER.
SHORE TIMBER COL. & FRAMING ABOVE DURING ELEVATOR PIT CONSTRUCTION.
ISCALE:S2.B2
2 BASEMENT 2 BALCONY FRAMING PLAN
H
CC
NC
NB
NA
ND
SC
SB
SA
SE
CB
CA
SD
NA.4
NB.3
SA.3
SB.8
1.1
2.9
CC.9
SA.1
NA.1
6.1
CE
CD.1
5.9 3.1
SCALE I
0 4 84
SCALE OF FEET
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BASEMENT 2 WALL
SHEATHING PLANS2.B2.A
35 211
CONSTRUCTION DOCUMENTS
S .B
.A
F .M
.E
SCALE:S2.B2.A
1 BASEMENT 2 WALL SHEATHING PLAN
BLDG.
TRUE
NORTH
29.6°
I
NOTES:
1. ALL EXISTING EXTERIOR WOOD STUD WALLS SHALL HAVE NEW 1/2" STRUCT-1 PLYWD SHEATHING FOR
SHEARWALLS TYPE 'A' SHEARWALLS INSTALLED ON INTERIOR FACE OF STUD
2. ANY INTERIOR WOOD STUD WALL (NEW OR EXISTING) THAT MEET BOTH OF THE FOLLOWING CRITERIA
SHALL HAVE TYPE 'A' WALL SHEATHING
A. TOP OF WALL EXTENDS TO UNDERSIDE OF (E) LEVEL B1 FLOOR JOISTS - PROVIDE BLOCKING BETWEEN
JOISTS
B. WALL IS SEGMENT LONGER THAN 8FT UNINTERRRUPTED.
3. PLYWOOD SHALL BE INSTALLED ABV. & BLW. WINDOWS & DOORS TO MAINTAIN UNIFORM FINISH SUFACE.
4. V.I.F. IN FIELD IF SEGMENTS OF (E) EXTERIOR WALL IS CONCRETE OR WOOD FRAMED. IF CONCRETE, NEW
WALL SHEATHING IS NOT REQUIRED ON THAT SEGMENT.
SEE NOTE 3,
TYP. ALONG
LINE ND
SEE NOTE 3,
TYP. ALONG
LINE SE
INDICATES TYPE "A" WALL SHEATHING ON
(E) FACE OF STUD PER 4/S1.10, TYP
S.A.D FOR ADD'L REQUIREMENTS
CD
CC
NC
NB
NA
ND
SC
SB
SA
SE
CB
CA
SD
NA.4
NB.3
SA.3
SB.8
1.1
2.9
CC.9
SA.1
NA.1
6.1
CE
12" DIA. CEDAR DECK
JOISTS @ 2'-0" o.c., TYP.
2x6 CEDAR DECKING o/ DECK
JOISTS, TYP.
CEDAR WRAPPED
STEEL HSS COL., TYP.
CUT & SHORE (E) FJ's FOR
ELEVATOR STUD WALL
2x6 WALL STUDS @ 16"o.c. WITH TYPE 'A'
SHEATHING AT ELEVATOR SHAFT WALLS
(E) CONC. RETAINING WALL,
TYP.
(E) 2x16 FJ's @ 16"o.c., TYP.
(E
T
IM
B E
R G
IR
D
E R
(E
T
IM
B E
R G
IR
D
E R
(E ) C
O N
C . G
IR
D
E R
(E
) TIM
B E
R G
IR
D
E R
(E
) TIM
B E
R G
IR
D
E R
(E
) TIM
B E
R G
IR
D
E R
(E ) T
IM
B
E R
G
IR
D E
R
(E) MASONRY
FIREPLACE
3x BLOCKING, TYP.
(5 LOCATIONS)
DTT2Z w/ 3x
BLKG, TYP 3
BAYS EA.
SIDE
CD.1
S4.01
S4.01
S4.01
S4.01
TYP
S4.02
S4.01
S4.01
TYP
TYP
TYPTYP
(E) TIMBER COL. ABOVE
ON (E) CONC. PILASTER
BELOW
(E) TIMBER COL. ABOVE
ON (E) CONC. PILASTER
BELOW
(E ) T
IM
B
E R
G
IR
D E
R
S C
S C
(E ) T
IM
B
E R
G
IR
D E
R
(E) TIMBER COL. ABV. w/
(E) CONC. COL. BELOW.
TYP ALONG LINE '6.1'
S C
S C
S C
S
C
(E
) TIM
B E
R G
IR
D
E R
S C
S C
(E
) TIM
B E
R G
IR
D
E R
S C
(E) STEEL PIPE COL. ABV. w/
(E) TIMBER COL. BLW.
(E) TIMBER COL. ABV. w/
(E) STEEL PIPE COL. BLW.
6x16 CEDAR SELECT STRUCTURAL CANTILEVERED BEAMS AT 48"o.c. AT
FIRE ESCAPE. SEE NOTE 3
1.75” X 16” MICROLLAM LVL E.S. OF
(E) JOIST SISTERED PER 8/S4.07 w/
(2) 5/8" DIA. THRUBOLTS AT 24” o.c.
MAX ALONG SPAN. SEE NOTE 4
(E ) C
O N
C . G
IR
D
E R
(E ) C
O N
C . G
IR
D
E R
(E ) C
O N
C . G
IR
D
E R
HSS HSS HSS
H S
S
H S
S
H S
S
H S
S
HSS HSS HSS
S3.01
S3.02
S3.02
S3.10
S3.01
S3.02
S3.01
S3.11
S3.11
5.9 3.1
S2.10
S4.05
O.H.
AT STAIRS
S4.11
AT ROTTED FJ's
TO (E) CONC. BEAM
TYP. ALONG LINE 6
3x16 CEDAR SELECT STRUCTURAL STRINGERS TO BELOW w/ HUC HANGERS TO TOP 6x
S3.10
1 1/2" x 3/16 TYPE R
ALUMINUM BAR
GRATING
S4.07
S4.07
1.75 X 16 MICROLAM LVL
SISTERED TO (E) JOIST w/
(2) 5/8"Ø THRU BOLT @ 24"
o.c. MAX. ALONG SPAN. SEE
NOTE 4
S
LO
P E
S .A
.D
LEGEND:
DENOTES STEEL CONNECTION TYPE 1 PER 1/S4.10
DENOTES STEEL CONNECTION TYPE 2 PER 2 /S4.10
DENOTES (E) CONC. WALL
DENOTES (E) CONC. BELOW
(E) WOOD WALL BELOW
(E) WOOD WALLS
WOOD WALL
WOOD WALL BELOW
DENOTES MOMENT CONNECTION PER S4.02
SC1
SC2
SCALE I
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SCALE OF FEET
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S
A
L
UCU T R
D KH
ADO
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TITLE OF SHEETSUB SHEET NO.DESIGNED:
TECH REVIEW:
DATE:
DRAWING NO.
PMIS/PKG NO.
SHEET
OF
150025
138578
OREGON CAVES CHATEAU
OREGON CAVES NATIONAL MONUMENT
R E
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9/13/2019
BASEMENT 1 FRAMING
PLANS2.B1
36 211
CONSTRUCTION DOCUMENTS
S .B
F
.M .E
SCALE:S2.B1
1 BASEMENT 1 FRAMING PLAN
BLDG.
TRUE
NORTH
29.6°
NOTES:
1. SEE SHEET S2.B1.A FOR WALL SHEATHING REQUIREMENTS AT BASEMENT 1 WALLS.
2. (E) TIMBER GIRDERS ARE 12x20, U.O.N.
3. AT CANTILEVERED 6x FIRE ESCAPE BEAMS, SHORE EXISTING CUT FLOOR JOISTS AND EXTERIOR WALL FRAMING TO INSTALL 6x CEDAR FIRE ESCAPE BEAM
4. G.C. TO SHAPE SISTERED 1.75”X LVL AS REQUIRED TO MATCH DEPTH OF (E) JOIST.
UP
UP
UP
CC
NC
NB
ND
SC
SB
SE
CB
CA
SD
NA.4
NB.3
SA.3
SB.8
1.1
2.9
CC.9
SA.1
NA.1
6.1
CE
CD.1
INDICATES TYPE "A" WALL SHEATHING ON
(E) FACE OF STUD PER 4/S1.10, TYP
S.A.D FOR ADD'L REQUIREMENTS
SCALE I
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SCALE OF FEET
PR NAL
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No. S4323
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EOF SS OI
EXP.
I R
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T R
S
F A
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H
S
A
L
UCU T R
D KH
ADO
Y A
TITLE OF SHEETSUB SHEET NO.DESIGNED:
TECH REVIEW:
DATE:
DRAWING NO.
PMIS/PKG NO.
SHEET
OF
150025
138578
OREGON CAVES CHATEAU
OREGON CAVES NATIONAL MONUMENT
R E
V
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F.M.E.
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9/13/2019
BASEMENT 1 WALL
SHEATHING PLANS2.B1.A
37 211
CONSTRUCTION DOCUMENTS
S .B
.A
F .M
.E
SCALE:S2.B1.A
1 BASEMENT 1 WALL SHEATHING PLAN BLDG.
TRUE
NORTH
29.6°
NOTES:
1. ALL EXISTING INTERIOR WOOD STUD WALLS SHALL HAVE NEW 1/2" STRUCT-1 PLYWD. SHEATHING ATTACHED ON 1 SIDE PER TYPE 'A' SHEARWALL.
2. ALL EXISTING EXTERIOR WOOD STUD WALLS SHALL HAVE NEW 1/2" STRUCT-1 PLYWD. SHEATHING ON INTERIOR F.O. STUD PER TYPE 'A' SHEARWALL.
3. SEE SHEET S2.B1 FOR BASEMENT 1 FRAMING PLAN AND INFO. NOT NOTED.
4. PLYWOOD SHALL BE INSTALLED ABV. & BLW. WINDOWS & DOORS TO MAINTAIN UNIFORM FINISH SUFACE.
CD
CC
NC
NB
NA
ND
SC
SB
SA
SE
CB
CA
SD
NA.4
NB.3
SA.3
SB.8
1.1
2.9
CC.9
SA.1
NA.1
6.1
CE
14" DIA. CEDAR DECK
JOISTS @ 2'-0" o.c.
2x6 CEDAR DECKING o/ DECK
JOISTS, TYP.
TOP OF COL.s = +42"
ABOVE DECK SURFACE
AT LINE A
CUT & SHORE (E) FJ's AT NEW
ELEVATOR SHAFT WALLS
2x WOOD STUD WALLS AT NEW
ELEVATOR SHAFT
(E) 2x16 FLOOR JOISTS @ 16"o.c., TYP.
(E
T
IM
B E
R G
IR
D
E R (E
T
IM
B E
R G
IR
D
E R
(E
T
IM
B E
R G
IR
D
E R
(E) TIMBER GIRDER
(E
T
IM
B E
R G
IR
D
E R
(E
T
IM
B E
R G
IR
D
E R
(E ) T
IM
B
E R
G
IR
D E
R (L
(E
) T
IM
B E
R G
IR
D
E R
(H
(E ) T
IM
B
E R
G
IR
D E
R (L
(E
) T
IM
B E
R G
IR
D
E R
(H
(E ) T
IM
B
E R
G
IR
D E
R (L
C15X33.9
C15X33.9
CUT & SHORE (E) FJ's
AT NEW RAMP
2x6 FJ's AT RAMP
NOTCH UPPER (E) TIMBER
GIRDER 9" FOR RAMP WIDTH
AND PROVIDE SQUASH BLKG.
BLW. TO LOWER (E) GIRDER
(E
) TIM
B E
R G
IR
D
E R
, V .I.F.
(E
) TIM
B E
R G
IR
D
E R
(E) 8x20, V.I.F.
(E) 8x20
(E) TIMBER GIRDER
(E) TIMBER GIRDER
(E) TIMBER BEAM
(E) TIMBER BEAM
(E) TIMBER BEAM
(E) TIMBER BEAM
(E) TIMBER BEAM
(E) TIMBER BEAM
(E) TIMBER BEAM
(E) TIMBER BEAM
(E) TIMBER BEAM
(E) TIMBER BEAM
(E) TIMBER BEAM
(E) TIMBER BEAM
(E
) TIM
B E
R G
IR
D
E R
(E
) TIM
B E
R G
IR
D
E R
CD.1
S4.02
S4.01
S4.01
S4.01
S4.01
DTT2Z w/ 3x BLKG, TYP 3 BAYS EA.
SIDE
CEDAR WRAPPED
STEEL HSS COL., TYP.
TYPTYP
TYPTYP
S4.01
3x BLOCKING, TYP
(E)TIMBER
COL. BLW.
(E ) T
IM
B
E R
G
IR
D E
R
(E) 8x20 BM., V.I.F.
(E) 8x20 BM. V.I.F.
(E)TIMBER
COL. BLW.
(E)TIMBER
COL. BLW.
(E ) 1
6x
T
IM
B E
R G
IR
D
E R
, V .I.
F.
(E ) 8 x2
TI
M
B
G
IR
D E
R , V
.I.
F.
S
E
N O
TE
S C
(E ) T
IM
B
E R
G
IR
D
S C
(E)TIMBER
COL. BLW.
(E ) T
IM
B
E R
G
IR
D
(E)TIMBER
COL. BLW.
(E ) T
IM
B
E R
G
IR
D
(E ) T
IM
B
E R
G
IR
D
HSS 18x6x5/8 & HSS 8x6x5/8
(FLAT) SLOPED & SPLICED
TO FOLLOW RAMP
& LANDINGS. SEE 7/S4.11
DBL. 1.75 LVL FJ'S CUT FROM
1.75x16 LVL TAPER TOPS AT
RAMP PROTION. PLANE TOP
AT FLAT PORTION TO MATCH
DEPTH OF (E) ADJ. 2X16 FJ'S
S C
S C
S C
(E)TIMBER COL.
ABV. & BLW.,
TYP. U.O.N.
(E)TIMBER
COL. ABV.
(E) 8X20 BM. V.I.F.
S C
S C
(E) TIMBER COL. ABV w/
(E) STEEL PIPE COL. BLW.
(E) MASONRY
FIREPLACE
S4.11
S4.11
S4.11
6x16 CEDAR SELECT STRUCTURAL CANTILEVERED BEAMS AT 48"o.c. AT
FIRE ESCAPE.
SEE NOTE 2
3x CEDAR STRINGERS
TO ABV.
(2) 1.75” x 16” MICROLLAM LVL O.F. & (1) 1.75” x 16”
MICROLLAM LVLD I.F. OF (E) JOIST SISTERED PER
8/S4.07 w/ (2) 5/8" DIA. THRUBOLTS AT 24” o.c. MAX
ALONG SPAN. SEE NOTE 3.
6x16 CEDAR SELECT
STRUCTURAL BEAMS AT
FIRE ESCAPE LANDING
w/ WELDED HUC HANGERS
EA. END.
3x CEDAR STRINGERS
TO ABV.
(E) TIMBER BEAM
AT LANDING
(E) LOG
STRINGERS
5.9 3.1
S3.02
S3.02
S3.01
S3.01 O.H.
S4.06
S4.06
S4.05
S4.06
S4.06
S4.11
S4.11
1 1/2 x 3/16 TYPE R
ALUMINUM BAR GRATING
HSS12x4x3/8 w/
CEDAR NAILERS
HSS12x12x5/8 w/ CEDAR NAILERS
S4.06
S4.07
S4.02
SIM.
TYP
1.75 x 16 MICROLAM LVL SISTERED TO (E) JOIST w/ (2) 5/8"Ø THRU BOLT @ 24" o.c. MAX. ALONG SPAN.
SEE NOTE 3
S4.07
S C
S C
S4.10
S C
S C
S C
S C
HSS HSS HSS
H S
S
H S
S
H S
S
H S
S
HSS HSS
(E) 8X20 BM. V.I.F. (E) 8X20 BM. V.I.F.
HSS12x4X5/8 w/ CEDAR NAILERS
SEE
NOTE 5
S4.06
S4.06
TYP
S4.07
S4.06
S4.14
S4.14
S4.14
MIN 4X10 AS REQ'D
AT CANE RAIL
MIN. 4X10 CEDAR SELECT
STRUCTURAL w/ HUC EA.
END TYP. AT CANE RAIL
S.A.D.
S4.08
HSS
NOTES:
1. SEE SHEET S2.01.A FOR WALL SHEATHING REQUIREMENTS AT LEVEL 1 WALLS.
2. AT CANTILEVERED 6x FIRE ESCAPE BEAMS, SHORE EXISTING CUT FLOOR JOISTS WALLS BEAM WITH LUS216
HANGERS
3. G.C. TO SHAPE SISTERED 1.75”X LVL AS REQUIRED TO MATCH DEPTH OF (E) JOIST.
4. REMOVE (E) 8x GIRDER TO INSTALL HSS12x12 BEAM. REINSTALL (E) 8x GIRDER w/ SOLID BEARING ON PILASTER AFTER
HSS BEAM IS INSTALLED.
5. V.I.F. (E) 8X BEARING BELOW (N) HSS12x12. (138 SQ. INCHES, MIN. ON PILASTER)
SCALE I
0 4 84
SCALE OF FEET
LEGEND:
DENOTES STEEL CONNECTION TYPE 1 PER 1/S4.10
DENOTES STEEL CONNECTION TYPE 2 PER 2 /S4.10
DENOTES (E) CONC. WALL
DENOTES (E) CONC. BELOW
(E) WOOD WALL BELOW
(E) WOOD WALLS
WOOD WALL
WOOD WALL BELOW
DENOTES MOMENT CONNECTION PER S4.02
DENOTES FULL-PEN WELDED MOMENT SPLICE
(VIF LOCATION)
SC1
SC2
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F A
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UCU T R
D KH
ADO
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TITLE OF SHEETSUB SHEET NO.DESIGNED:
TECH REVIEW:
DATE:
DRAWING NO.
PMIS/PKG NO.
SHEET
OF
150025
138578
OREGON CAVES CHATEAU
OREGON CAVES NATIONAL MONUMENT
R E
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9/13/2019
LEVEL 1 FRAMING PLAN
S2.01 38 211
CONSTRUCTION DOCUMENTS
S .0
F
.M .E
SCALE:S2.01
1 LEVEL 1 FRAMING PLAN BLDG.
TRUE
NORTH
29.6°
I
S
LO
P E
S .A
.D
CC
NC
NB
NA
ND
SC
SB
SA
SE
CB
CA
SD
NA.4
NB.3
SA.3
SB.8
1.1
2.9
CC.9
SA.1
NA.1
6.1
CE
SCALE I
0 4 84
SCALE OF FEET
PR NAL
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No. S4323
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EOF SS OI
EXP.
I R
A
T R
S
F A
R
H
S
A
L
UCU T R
D KH
ADO
Y A
TITLE OF SHEETSUB SHEET NO.DESIGNED:
TECH REVIEW:
DATE:
DRAWING NO.
PMIS/PKG NO.
SHEET
OF
150025
138578
OREGON CAVES CHATEAU
OREGON CAVES NATIONAL MONUMENT
R E
V
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06/30/2020
/9
/2
:2
:1
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F.M.E.
G.M.
9/13/2019
LEVEL 1 WALL
SHEATHING PLANS2.01.A
39 211
CONSTRUCTION DOCUMENTS
S .0
.A
F .M
.E
BLDG.
TRUE
NORTH
29.6°
SCALE:S2.01.A
1 LEVEL 1 WALL SHEATHING PLAN
NOTES:
1. ALL EXISTING INTERIOR WOOD STUD WALLS SHALL HAVE NEW 1/2" STRUCT-I PLYWD. SHEATHING ATTACHED
ON 1 SIDE PER TYPE 'A' SHEARWALLS.
2. ALL EXISTING EXTERIOR WOOD STUD WALLS SHALL HAVE NEW 1/2" STRUCT-I PLYWD. SHEATHING ON
INTERIOR F.O. STUD PER TYPE 'A' SHEARWALLS.
3. SEE SHEET S2.01 FOR LEVEL 1 FRAMING PLAN AND INFO. NOT NOTED..
4. PLYWOOD SHALL BE INSTALLED ABV. & BLW. WINDOWS & DOORS TO MAINTAIN UNIFORM FINISH SUFACE.
INDICATES TYPE "A" WALL SHEATHING ON
(E) FACE OF STUD PER 4/S1.10, TYP
S.A.D FOR ADD'L REQUIREMENTS
CC
NC
NB
NA
ND
SC
SB
SA
SE
CB
CA
SD
NA.4
NB.3
SA.3
SB.8
1.1
2.9
SA.1
NA.1
6.1
NOTES:
1. SEE SHEET S2.02.A FOR WALL SHEATHING REQUIREMENTS AT LEVEL 2 WALLS.
2. AT CANTILEVERED 6x FIRE ESCAPE BEAMS, SHORE EXISTING CUT FLOOR JOISTS AND EXTERIOR WALL
FRAMING TO INSTALL 6x CEDAR FIRE ESCAPE BEAM
3. 1.75" x LVL TO MATCH DEPTHS OF SISTERED FLOOR JOIST & BEAM. GENERAL CONTRACTOR TO V.I.F.
4. G.C. TO SHAPE SISTERED 1.75”X LVL AS REQUIRED TO MATCH DEPTH OF (E) JOIST.
5. CENTERED ON BEARING WALL ABOVE. SHAPE AS REQ'D TO MATCH (E) JOIST DEPTH.
(E
T
IM
B E
R G
IR
D
E R
(E) TIMBER BEAM
(E) TIMBER BEAM
(E) TIMBER BEAM
(E) TIMBER BEAM(E) TIMBER BEAM
(E) TIMBER BEAM(E) 8x10 TIMBER BEAM, V.I.F.
(E) 8x10 TIMBER BEAM, V.I.F.
(E) TIMBER BEAM
(E) TIMBER BEAM
(E) TIMBER BEAM
(E) TIMBER BEAM
(E) TIMBER BEAM
(E) TIMBER BEAM
(E) TIMBER BEAM
(E) TIMBER BEAM
(E) TIMBER BEAM
(E) TIMBER BEAM
(E
T
IM
B E
R G
IR
D
E R
(E ) T
IM
B
E R
G
IR
D E
R
(E
T
IM
B E
R G
IR
D
E R
(E
T
IM
B E
R G
IR
D
E R
(E
) TIM
B E
R G
IR
D
E R
(E
) TIM
B E
R G
IR
D
E R
(E ) 16x20 T
IM
B
E R
G
IR
D E
R , V
.I.F.
(E
) TIM
B E
R G
IR
D
E R(E
) TIM
B
E R
G
IR
D E
R
(E ) 8x20 TIM
B E
R G
IR
D
E R
, V .I.F.
(E) 8x20 BEAM, V.I.F.
(E) 8x20 BEAM, V.I.F.
(E) 8x20 BEAM
(E) 8x20 BEAM
(E ) T
IM
B
E R
G
IR
D E
R
CD.1
(E) TIMBER COL.
BLW., TYP
S C
S
C
S C
S C
S
C
(E) FIREPLACE
BELOW
S C
6x16 CEDAR SELECT STRUCTURAL CANTILEVERED BEAMS AT 48"o.c. AT
FIRE ESCAPE.
SEE NOTE 2
3x16 CEDAR SELECT STRUCTURAL STRINGERS TO BELOW w/ HUC HANGER AT TOP TO 6x
(2) 1.75” x 16” MICROLLAM LVL O.F. & (1) 1.75” x 16”
MICROLLAM LVL I.F. OF (E) JOIST SISTERED PER
8/S4.07 w/ (2) 5/8" DIA. THRUBOLTS AT 24” o.c. MAX.
ALONG SPAN. SEE NOTE 4. PROVIDE (2) HDU4
AND (2) HD5B AT EACH SUPPORTING POST
W 8x18
TE
M
P . H
O
IS
T B M
B
LW
. JO
IS
TS
6x16 CEDAR SELECT STRUCTURAL CANTILEVERED BEAMS AT 48"o.c. AT FIRE ESCAPE. SEE NOTE 2
3x16 CEDAR SELECT STRUCTURAL STRINGERS TO BELOW w/ HUC HANGER AT TOP TO 6x
1.75"x16" MICROLLAM LVL's E.S. OF
(E) JOIST SISTERED w/ (2) 3/4" DIA.
THRUBOLTS @ 24"o.c. ALONG
SPAN. SEE 8/S4.07 & NOTE 4
S C
(E) TIMBER BEAM
(E) TIMBER BEAM
AT LANDING
(E) 2x16 FJ's @ 16"o.c.. TYP. U.O.N.
(E) LOG
STRINGERS
S3.11
S3.11
S4.05
S4.06
S4.06
S4.05
S4.06
S4.06
1 1/2 x 3/16 TYPE R
ALUMINUM BAR GRATING
S4.07
HGU
1 1/2 x 3/16 TYPE R ALUMINUM BAR GRATING1 3/4x16 LVL
SISTERED TO 6x16
(N) 6x8 POST BELOW
(N) 4x8 POST BELOW
S4.07
S4.07
TYP
5 1/4 x 16 PSL SEE NOTE 5
5 1/4 x 16 PSL SEE NOTE 5
5 1/4 x 16 PSL SEE NOTE 5
S4.07 TYP
HGU
SIM
S4.07 O.H.
S4.07
S4.07
S C
S C
S C
S C
S C
S C
S4.10
(E) 8x TIMBER BM., V.I.F. (E) 8x TIMBER BM., V.I.F. (E) 8x TIMBER BM., V.I.F.
SIM
LEGEND:
DENOTES STEEL CONNECTION TYPE 1 PER 1/S4.10
DENOTES STEEL CONNECTION TYPE 2 PER 2 /S4.10
DENOTES (E) CONC. WALL
DENOTES (E) CONC. BELOW
(E) WOOD WALL BELOW
(E) WOOD WALLS
WOOD WALL
WOOD WALL BELOW
DENOTES MOMENT CONNECTION PER S4.02
SC1
SC2
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UCU T R
D KH
ADO
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TITLE OF SHEETSUB SHEET NO.DESIGNED:
TECH REVIEW:
DATE:
DRAWING NO.
PMIS/PKG NO.
SHEET
OF
150025
138578
OREGON CAVES CHATEAU
OREGON CAVES NATIONAL MONUMENT
R E
V
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06/30/2020
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SOHA
F.M.E.
G.M.
9/13/2019
LEVEL 2 FRAMING PLAN
S2.02 40 211
CONSTRUCTION DOCUMENTS
S .0
F
.M .E
SCALE:S2.02
1 LEVEL 2 FRAMING PLAN
BLDG.
TRUE
NORTH
29.6°I
CC
NC
NB
NA
ND
SC
SB
SA
SE
CB
CA
SD
SCALE I
0 4 84
SCALE OF FEET
PR NAL
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No. S4323
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I R
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T R
S
F A
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A
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UCU T R
D KH
ADO
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TITLE OF SHEETSUB SHEET NO.DESIGNED:
TECH REVIEW:
DATE:
DRAWING NO.
PMIS/PKG NO.
SHEET
OF
150025
138578
OREGON CAVES CHATEAU
OREGON CAVES NATIONAL MONUMENT
R E
V
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06/30/2020
/9
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:2
:1
P M
B
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rv t
SOHA
F.M.E.
G.M.
9/13/2019
LEVEL 2 WALL
SHEATHING PLANS2.02.A
41 211
CONSTRUCTION DOCUMENTS
S .0
.A
F .M
.E
SCALE:S2.02.A
1 LEVEL 2 WALL SHEATHING PLAN
INDICATES TYPE "A" WALL SHEATHING ON
(E) FACE OF STUD PER 4/S1.10, TYP
S.A.D FOR ADD'L REQUIREMENTS
(E) MAIN STAIR
(E) SHAFT AT
CHIMNEY
FLUES
BLDG.
TRUE
NORTH
29.6°
I
NOTES:
1. SEE SHEET S2.02 FOR LEVEL 2 FRAMING PLAN AND INFO. NOT NOTED..
2. PLYWOOD SHALL BE INSTALLED ABV. & BLW. WINDOWS & DOORS TO MAINTAIN UNIFORM FINISH SUFACE.
CC
NC
NB
NA
ND
SC
SB
SA
SE
CB
CA
SD
NA.4
NB.3
SA.3
SB.8
1.1
2.9
SA.1
NA.1
6.1 5.9
3.1
SHORE & CUT (E) FJ's FOR
NEW STAIR OPENING
SEE NOTE 2
S2.10
AT
STAIRS
LEGEND:
(E) WOOD WALL BELOW
(E) WOOD WALL
WOOD WALL
WOOD WALL BELOW
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F A
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A
L
UCU T R
D KH
ADO
Y A
TITLE OF SHEETSUB SHEET NO.DESIGNED:
TECH REVIEW:
DATE:
DRAWING NO.
PMIS/PKG NO.
SHEET
OF
150025
138578
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OREGON CAVES NATIONAL MONUMENT
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LEVEL 3 FRAMING PLAN
S2.03 42 211
CONSTRUCTION DOCUMENTS
S .0
F
.M .E
SCALE:S2.03
1 LEVEL 3 FRAMING PLAN
NOTES:
1. SEE SHEET S2.03.A, FOR WALL SHEATHING REQUIREMENTS AT LEVEL 3
2. NO WORK OTHER WORK IS PROPOSED AT LEVEL 3 OTHER THAN THE NEW STAIR JOIST MODIFICATIONS, REMAINING FRAMING SHOWN FOR REFERENCE ONLY
BLDG.
TRUE
NORTH
29.6°
CC
NC
NB
NA
ND
SC
SB
SA
SE
CB
CA
SD
NOTES:
1. SEE SHEET S2.03 FOR LEVEL 3 FRAMING PLAN AND INFO. NOT NOTED..
2. PLYWOOD SHALL BE INSTALLED ABV. & BLW. WINDOWS & DOORS TO MAINTAIN UNIFORM FINISH SUFACE.
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F A
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H
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A
L
UCU T R
D KH
ADO
Y A
TITLE OF SHEETSUB SHEET NO.DESIGNED:
TECH REVIEW:
DATE:
DRAWING NO.
PMIS/PKG NO.
SHEET
OF
150025
138578
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LEVEL 3 WALL
SHEATHING PLANS2.03.A
43 211
CONSTRUCTION DOCUMENTS
S .0
.A
F .M
.E
SCALE:S2.03.A
1 LEVEL 3 WALL SHEATHING PLAN
(E) SHAFT AT CHIMNEY
(E) STAIR
STAIR
DENOTES TYPE "A" WALL SHEATHING ON
(E) FACE OF STUD PER 4/S1.10, TYP
S.A.D FOR ADD'L REQUIREMENTS
BLDG.
TRUE
NORTH
29.6°
NC
NB
NA
ND
SC
SB
SA
SE
SD
(E) 2x6 ATTIC JOISTS LAPPED TO
ROOF RAFTERS AT THIS END
(E) 2x6 ATTIC JOISTS LAPPED TO
ROOF RAFTERS AT THIS END
V.I.F. LOCATION OF ATTIC
JOIST SPLICE, TYP.
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S
F A
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H
S
A
L
UCU T R
D KH
ADO
Y A
TITLE OF SHEETSUB SHEET NO.DESIGNED:
TECH REVIEW:
DATE:
DRAWING NO.
PMIS/PKG NO.
SHEET
OF
150025
138578
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OREGON CAVES NATIONAL MONUMENT
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ATTIC FRAMING PLAN
S2.04 44 211
CONSTRUCTION DOCUMENTS
S .0
F
.M .E
SCALE:S2.04
1 ATTIC FRAMING PLAN
NOTES:
1. NO WORK PROPOSED AT THIS LEVEL. FOR REFERENCE ONLY
BLDG.
TRUE
NORTH
29.6°
NC
NB
NA
ND
SC
SB
SA
SE
SD
1 3/4 x 5 1/2 LVL & 1 3/4 x 11 1/4 SISTERED TO (E) 2x6 RAFTER w/ 2 ROWS OF 1/4x3 1/2 SDS @ 1'-0" o.c. E.F. STAGERED, TYP.
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T R
S
F A
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H
S
A
L
UCU T R
D KH
ADO
Y A
TITLE OF SHEETSUB SHEET NO.DESIGNED:
TECH REVIEW:
DATE:
DRAWING NO.
PMIS/PKG NO.
SHEET
OF
150025
138578
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ROOF FRAMING PLAN
S2.05 45 211
CONSTRUCTION DOCUMENTS
S .0
F
.M .E
SCALE:S2.05
1 ROOF FRAMING PLAN BLDG.
TRUE
NORTH
29.6°
CC
SA
CB
CA
NA.1
(E) CONC. COL.,
TYP, U.O.N.
CONC. COL.
(E) CONC. RETAINING
WALL
4X4 PSL POST ON CPT44Z POST
BASE w/ (2) 1/2"Ø DRILLED & EPOXIED ANCHORS w/ 3 1/2" EMBED
INTO (E) SLAB ON GRADE,
TYP. 9 PLACES
STRINGERS
PER 2/-
S4.13
AT RAISED
FLOOR
CC
NASA
CB
CA
(E) CONC. BEAM
(E) CONC. BEAM
(E
C O
N C
. G
IR
D E
R
(E
C O
N C
. G
IR
D E
R
SL-1
SL-2
MS-1
(E) CONC. RETAINING WALL
S L-
M S
-1
S L-
LB-2
LJ
-1
LL
-1
LB
-3
LB-3
LB
-3
LL-2LL-2
LJ
-1
LL
-1
S L-
M S
-1
S L-
S4.13
S4.13
S4.13
S4.13
4x10 HDR w/ HUCQ
EA. END
AT CONC.
WALL, TYP
AT CONC.
WALL, TYP
S4.13
S4.13
TYP AT
FRAMED
STUD
WALLS
S4.13
AT CONC.
LEVEL
P.T. 4x12 w/ HUCQ 412-SDS
EA. END
S4.13
TYP
S1.11
CC
NASA
CB
CA
S L-
M S
-1
S L-
S L-
S L-
SL-1
LB-3
M S
-1
MS-1
SL-2
LJ
-1
LB
-2
LB-2
LJ
-1
LL
-1
LL-2LL-2
LB
-3
SHORE & CUT (E) FJ. FOR
(N) STAIR OPNG. SISTER (N)
1 3/4x16 LVL w/ (2) 3/4"Ø THRU BOLTS @ 24" o.c. MAX.
ALONG SPAN AS REQ'D TO
SPAN FOR LEVEL BEARING
S4.13 SIM
LL
-1
S1.11
S4.13
TYP AT
FRAMED
STUD
WALLS
NC
M
S -1S L-
S L-
M S
-1S L-
S L-
LL-1
LL-1
LL-1
LB-1
S4.13TYP
SCALE H
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SCALE OF FEET
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S
F A
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H
S
A
L
UCU T R
D KH
ADO
Y A
TITLE OF SHEETSUB SHEET NO.DESIGNED:
TECH REVIEW:
DATE:
DRAWING NO.
PMIS/PKG NO.
SHEET
OF
150025
138578
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OREGON CAVES NATIONAL MONUMENT
R E
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STAIR FRAMING PLANS -
B3 TO B1 AND L2 TO L3S2.10
46 211
CONSTRUCTION DOCUMENTS
S .1
F
.M .E
SCALE:S2.10
3 STAIR FRAMING PLAN - B3/FOUNDATION
SCALE:S2.10
2 STAIR FRAMING PLAN - B2 TO B3
SCALE:S2.10
1 STAIR FRAMING PLAN - B1 TO B2
SCALE:S2.10
4 STAIR FRAMING PLAN - L2 TO L3
H H H
H
STAIR FRAMING SCHEDULE
MARK DESCRIPTION SIZE
MS-1 MIDDLE STRINGER CUT FROM 1.75"X16" LVL
SL-1
SL-2
STRINGER/LEDGER
STRINGER/LEDGER TO CONC. WALL
CUT FROM 1.75"X16" LVL
CUT FROM 2"X14" PTDF
LJ-1 LANDING JOIST 1.75"X5.5" LVL
LL-1 LANDING LEDGER 1.75"X5.5" LVL
2"X8" PTDFLL-2 LANDING LEDGER TO CONC. WALL
LB-1 LANDING BEAM DBL 1.75"X16" LVL
DBL 1.75"X7.25" LVLLB-2 LANDING BEAM
DBL 1.75"X7.25" LVLLB-3 LANDING BEAM
NOTES:
1. USE HUC MAX CONCEALED / HANGERS AT LANDING BEAMS TO CORNER
POSTS & STRINGERS TO LANDING BEAMS
LEVEL 1
0"
BASEMENT 1
-12' - 3"
BASEMENT 2
-24' - 0"
BASEMENT 3
-36' - 0"
S3.01
S3.02
HSS8X8X3/8 FRAME BEAM
HSS8X8X3/8
FRAME BEAM
HSS8X8X3/8 FRAME BEAM
H S
S F
R A
M E
C O
L.
P
E R
S 3.
H S
S F
R A
M E
C O
L.
P
E R
CE CD.1
S4.02
TYP EA.
FLOOR
ALONG LINE 3.1
ONLY, HDR PER
1/S1.11
LEVEL 1
0"
5 4
LEVEL 2
13' - 5"
BASEMENT 1
-12' - 3"
BASEMENT 2
-24' - 0"
BASEMENT 3
-36' - 0"
CONC.
PEDESTAR, TYP
PILE CAP, TYP
MICROPILE, TYP
CONC. GRADE BEAM
SEE NOTE 1, TYP.
HSS8X8X3/8 FRAME BEAM HSS8X8X3/8 FRAME BEAM HSS8X8X3/8 FRAME BEAM
HSS8X8X3/8 FRAME BEAM HSS8X8X3/8
FRAME BEAM
HSS8X8X3/8 FRAME BEAM
HSS8X8X3/8 FRAME BEAM HSS8X8X3/8 FRAME BEAM HSS8X8X3/8 FRAME BEAM
H S
S 8X
8X 3/
H S
S 8X
8X 3/
H S
S 8X
8X 3/
H S
S 8X
8X 3/
3.15.9
S4.02
4 TYP HSS BEAM
TO COL. @
LINES 3.1 & 5.9
S4.02
1 TYP @ HSS BEAM TO COL.
AT LINES 4 & 5, U.O.N.
F R
A M
E C
O L.
F R
A M
E C
O L.
F R
A M
E C
O L.
F R
A M
E C
O L.
HDR PER
1/S1.4
(E) CONC.
WALL BEYOND
HDR PER 1/S1.4
HDR PER 1/S1.4
(E) TIMBER BEAM PER PLAN BEYOND,
DO NOT CUT OR DAMAGE, TYP.
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L
UCU T R
D KH
ADO
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TITLE OF SHEETSUB SHEET NO.DESIGNED:
TECH REVIEW:
DATE:
DRAWING NO.
PMIS/PKG NO.
SHEET
OF
150025
138578
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OREGON CAVES NATIONAL MONUMENT
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BALCONY HSS FRAME
ELEVATIONSS3.01
47 211
CONSTRUCTION DOCUMENTS
S .0
F
.M .E
SCALE:S3.01
2 SECTION AT BALCONY MOMENT FRAME AT LINES 3.1 & 5.9
SCALE:S3.01
1 BALCONY STEEL MOMENT FRAME ELEVATION AT F.O. BUILDING ON LINE CD.1
J
NOTES:
1. HSS BEAMS AND COLUMNS ARE GALVANIZED.
2. ALL HSS BEAMS AND HSS COLUMNS ON LINES 4, 5, CD.1 & CE ONLY ARE
CEDAR WRAPPED. SEE DETAILS ON SHEET S4.01 & 4.02.
3. SEE 1/S3.10 FOR WALL FRAMING NOTES.
NOTES:
1. SEE 1/- FOR INFO NOT NOTED.
2. PROVIDE MIN 6x8 HDR AT (N) DOOR
J
5 4
BASEMENT 1
-12' - 3"
BASEMENT 2
-24' - 0"
BASEMENT 3
-36' - 0"
CONC. PEDESTAL, TYP
PILE CAP, TYP
MICROPILE, TYP
CONC. GRADE BEAM
PER PLAN, TYP
NON-STRUCTURAL 4"Ø TIMBER BRACE, TYP.
HSS8X8X3/8 FRAME BEAM
HSS8X8X3/8 FRAME BEAM
HSS8X8X3/8 FRAME BEAM
HSS8X8X3/8 FRAME BEAM HSS8X8X3/8 FRAME BEAM
HSS8X8X3/8 FRAME BEAM
HSS8X8X3/8 FRAME BEAM
HSS8X8X3/8 FRAME BEAM
HSS8X8X3/8 FRAME BEAM
H S
S 8X
8X 3/
H S
S 8X
8X 3/
H S
S 8X
8X 3/
H S
S 8X
8X 3/
3.15.9
S4.02
4 TYP @ LINES 3.1
& 5.9 S4.02
1 TYP @ HSS
BEAMS TO HSS
COL'S U.O.N.
F R
A M
E C
O L
F R
A M
E C
O L
F R
A M
E C
O L
F R
A M
E C
O L
S4.02
TYP
S4.02
TYP
S4.08 1HSS 2x2x1/4, TYP
SEE S4.08 FOR
CONNECTION
TYP AT
GUARDRAIL
LEVEL 1
0"
CD
BASEMENT 1
-12' - 3"
BASEMENT 2
-24' - 0"
BASEMENT 3
-36' - 0"
CE CD.1
CONC. PEDESTAL,
TYP
PILE CAP, TYP
MICROPILE, TYP
NOTES:
1. SEE 1/- FOR INFO NOT NOTED.
S3.01
S3.02
S4.08
S4.01
10SIM
S4.01
TYP
S4.02
S4.01
HSS8X8X3/8
FRAME BEAM
HSS8X8X3/8
FRAME BEAM
HSS8X8X3/8
FRAME BEAM
H S
S F
R A
M E
C O
L P
E R
H S
S F
R A
M E
C O
L P
E R
/S
3.
SCALE J
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A
L
UCU T R
D KH
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TITLE OF SHEETSUB SHEET NO.DESIGNED:
TECH REVIEW:
DATE:
DRAWING NO.
PMIS/PKG NO.
SHEET
OF
150025
138578
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OREGON CAVES NATIONAL MONUMENT
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BALCONY HSS FRAME
ELEVATIONSS3.02
48 211
CONSTRUCTION DOCUMENTS
S .0
F
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SCALE:S3.02
1 BALCONY STEEL MOMENT FRAME ELEVATION AT LINE CE
SCALE:S3.02
2 SECTION AT BALCONY AT LINES 4 & 5
J J
NOTES:
1. SEE 1/- FOR INFO NOT NOTED.
NOTES:
1. HSS BEAMS AND COLUMNS ARE GALVANIZED
2. ALL HSS BEAMS AND HSS COLUMNS ON LINES 4, 5, CD.1 & CE ONLY ARE CEDAR WRAPPED. SEE DETAILS ON SHEET S4.01 & S4.02
3. SEE S4.08 FOR GUARDRAIL DETAILS.
LEVEL 2
13' - 5"
BASEMENT 1
-12' - 3"
LEVEL 3
22' - 7"
BASEMENT 2
-24' - 0"
BASEMENT 3
-36' - 0"
LEVEL 1.1
2' - 4"
BASEMENT 2.1
-22' - 9"
(4) 6x CEDAR OUTRIGGERS
AT FIRE ESCAPE
6x6 PSL STUB POST
ON TOP OF HDR,
TYP, U.O.N.
(4) 6x CEDAR OUTRIGGERS
AT FIRE ESCAPE
(E) FIN.
GRADE
5 1/4x18 PSL HDR w/ 6x8 BEARING STUD & 5 1/4x5 1/4
PSL KING STUD
(2) 6x CEDAR
OUTRIGGERS AT
FIRE ESCAPE
6x12 POST
5 1/4x18 PSL HDR w/ 6x8 BEARING STUD & 4x6 KING
STUD EA. END
5 1/4x11 7/8 PSL HDR w/ (2) 2x6 BEARING STUD & (2) 2x6 KING
STUD EA. END.
6x6 PSL POST, TYP. U.O.N.
4x16 PSL RIM TO
REPLACE (E) RIM JOIST
(E) CONC. WALL
(E) 8x TIMBER BEAM
6x8 POST
MATCH BEARING &
KING STUD ABOVE
SEE NOTE 2 5
S4.07
TYP
HDR PER 1/S1.11
6x HDR w/ HUC
MAX EA. END
(2) HSS OUTRIGGERS AT
FIRE ESCAPE
LEVEL 1
0"
2 1.12.9
LEVEL 2
13' - 5"
BASEMENT 1
-12' - 3"
LEVEL 3
22' - 7"
BASEMENT 2
-24' - 0"
BASEMENT 3
-36' - 0"
(E) CONC. WALL
6x8 PSL POST
6x6 PSL POST, TYP. U.O.N.
5 1/4"x11 7/8" PSL HDR. w/ (2) 2x6 BEARING STUDS & (2) 2x6 KING STUDS
EA. END
6x6 PSL STUB POST
(3) 6x CEDAR OUTRIGGERS
AT FIRE ESCAPE
(E) 8x TIMBER BEAM
6x6 POST
P.T. 6x8 HDR w/ HUC
MAX 1 EA. END
(E) CONC. PILASTER, V.I.F.
(E) CONC. WALL
HDR PER 1/S1.11
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UCU T R
D KH
ADO
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TITLE OF SHEETSUB SHEET NO.DESIGNED:
TECH REVIEW:
DATE:
DRAWING NO.
PMIS/PKG NO.
SHEET
OF
150025
138578
OREGON CAVES CHATEAU
OREGON CAVES NATIONAL MONUMENT
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WALL FRAMING
ELEVATION AT FIRE
ESCAPESS3.10
49 211
CONSTRUCTION DOCUMENTS
S .1
F
.M .E
SCALE:S3.10
2 WALL FRAMING ELEVATION ALONG GRIDLINE ND
SCALE:S3.10
1 WALL FRAMING ELEVATION ALONG GRIDLINE SE
NOTES
:1.
2.
3.
4.
5.
6.
(E) WALL FRAMING NOT SHOWN FOR CLARITY.
PROVIDE SQUASH BLOCKS TO MATCH POST FROM (E) DBL. TOP PLATE
TO UNDERSIDE OF FLOOR SHEATHING.
PROVIDE 1.75x16 LVL RIM BLKG BETWEEN 6x OUTRIGGERS
NEW PSL HEADERS TO REPLACE (E) HEADERS, SHORE FLOOR AND
WALL FRAMING AS REQ'D DURING REPLACEMENT
SEE 1/S1.11 FOR WALL FRAMING AT OPENINGS
DO NOT CUT OR DAMAGE (E) 8x TIMBER BEAMS.
NOTES
:1. SEE 1/- FOR NOTES AND INFO. NOT NOTED.
II
2. V.I.F. WALL & COLUMN CONSTRUCTION, WALL MAY BE
CONCRETE. NOTIFY ENGINEER/ARCHITECT OF FINDINGS. CONSTRUCTION DRAWINGS
32.9
LEVEL 2
13' - 5"
BASEMENT 1
-12' - 3"
BASEMENT 2
-24' - 0"
(E) TIMBER BEAM
W8 TEMP HOIST BEAM, SEE 5/-
(E) FLR. SHTG.
(E) FLR. SHTG.
(E) FJ's
SHORE
(E) TIMBER BEAM
SHORE
(E) FLR. SHTG.
(E) FJ's
SHORE
2x6 WALL STUDS @ 16"o.c. w/
TYPE 'A' WALL SHEATHING
TYP. AT ELEV. SHAFT WALLS.
(E) TIMBER BEAM
SHORE
DENOTES (E) FJ's
AT SHAFT, TYP.
(E) CONC. BEAM
(E) CONC. WALL (V.I.F.)
(E) CONC. SLAB
M
IN
4'
(E) FJ's
S4.12
AT PIT
1.75x5.5" LVL
E.S. SISTERED-ON
NOTCH BOT. OF
(E) 2x FJ's OVER SHAFT
SISTERED ON TO 5.5"
DEPTH E.S.
2' - 0"
S.A.D.
S4.14
S4.14
TYP
TYP
LEVEL 1
0"
SB SA.3
LEVEL 2
13' - 5"
BASEMENT 1
-12' - 3"
BASEMENT 2
-24' - 0"
W8x18 TEMPORARY
HOIST BEAM FRAMED
TO HSS POSTS. SEE 2/-
4x FULL DEPTH BLKG.
ALIGNED w/ HSS POSTS
HSS 7x5x1/2 GUIDE RAIL
SUPPORT POST CENTERED
IN 2x6 STUD WALL
4x FULL DEPTH BLKG. (3) BAYS IN ALIGNED w/ HSS
POSTS, TYP.
S4.12
4 AT RAIL
SUPPORT
S3.11
TYP AT HSS
POST
S4.14
TYP. AT HSS
TYP. AT STUDS
NOTCH BOT. OF (E) FJ's AND SISTER w/ LVL's E.S.
M A
X
4'
S4.12
S4.12
SPLICE PER
AS REQ'D
S3.11
SCALE H
0 4
SCALE OF FEET
4 8
CL
3/8" THK SHEAR TAB
KNIFE PL.
HSS POST IN WOOD WALL
TO ABV.
TAB PL.
TO HSS
SLOT HSS FOR
TAB KNIFE PL.
PER AISC MANUAL
PLAN A -
HSS COL
WF BEAM
OFFSET KNIFE PL.
FROM HSS CL.
3/16
3/16
1/2"
1/2" 2" 1 1/2"
CL 3/4"Ø A325N BOLTS
'k' PER
AISC
W8 HOIST BEAM
PER PLAN
CL WF HSS POST
TAB PL.
TO HSS
BM. WEB
A A
NOTE:
SEE 3/- WHERE HOIST BEAM IS OFFSET
FROM HSS POST.
2x NAILER w/ TB1460S SELF TAPPING SCREWS @ 8" o.c. IN HSS WALLS UP
TO 5/16" THICK. STAGGER SCREWS
1.5" ACROSS FACE
TYP. WALL STUD
HSS STEEL POST
WALL SHEATHING
3x NAILER w/ CTSK.
1/2"Ø THREADED
STUD @ 48" o.c.
EN
SCALE E
0 1 21
SCALE OF FEET
SCALE D
6 12
SCALE OF INCHES
12 0
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TECH REVIEW:
DATE:
DRAWING NO.
PMIS/PKG NO.
SHEET
OF
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SECTIONS AT ELEVATOR
S3.11 50 211
CONSTRUCTION DOCUMENTS
S .1
F
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SCALE:S3.11
4 SECTION 1 AT ELEVATOR SHAFT
SCALE:S3.11
5 SECTION 2 AT ELEVATOR SHAFT
NOTES:
1. SEE 4/- FOR INFO NOT NOTED
2. COORDINATE EXACT LOCATION OF HSS POSTS &
HOIST BEAM WITH ELEVATOR CONTRACTOR
NOTES:
1. SHORE (E) FJ's TO BE CUT AT SHAFT
HH
SCALE:S3.11
2 TYP. HSS NON-FRAME MOMENT CONN.
SCALE:S3.11
1 WOOD NAILERS ON HSS POSTS
E
E
SCALE:S3.11
3 STEEL HOIST BEAM TO WOOD POST AT WALL
D
BASEMENT 1
-12' - 3"
BASEMENT 3
-36' - 0"
LEVEL 1.1
2' - 4"
BASEMENT 2.1
-22' - 9"
(E) GRADE
6x CEDAR OUTRIGGERS
6X CEDAR
18"Ø x 4'-0" DEEP
CONC. PIER AT
LANDING AND BOT.
OF STAIRS
EXT. FIN. GRADE
S3.12
S3.12
S3.12
8 7 6
3x CEDAR
STRINGERS
NON-STRUCTURAL SLAB
THICKEN AT
POST PER 1/-
ND
S3.12
S3.12
6x CEDAR
CANTILEVERED BEAMS
PER PLAN AT LEVEL B1
3x CEDAR STRINGERS CONCRETE STEPS ON GRADE
6" THICK MIN
CONC. LANDING
SLAB w/#4 @ 12" o.c. E.W., S.A.D.
S E
E E
LE
V
S
AA
SECTION A - A
18"Ø CONC. PIER
w/ (6) #5 VERTS w/
STD. HK @ TOP
#4 TIES @ 12" o.c.
3" CLR.
BOT BARSNOSING BARS (3) ADD'L #4 BARS
S.A.D.
S .A
.D
M
IN
S3.12
SIM
MIN.
12"
M
IN
S3.12
3" MIN.
4"Ø CEDAR POST IN STEEL
PIPE EMBEDDED SLEEVE
(3) #5 BARS
@ EDGE
S.A.D.
S .A
.D
NOTES:
1. S.A.D. FOR ACTUAL RISER AND TREAD DIMENSIONS,
HANDRAILS AND ADDITIONAL REQUIREMENTS.
2. S.L.D. FOR ADDITIONAL ITEMS.
COMPACTED
SUB-BASE
VAPOR BARRIER
(AT INTERIOR)
INCOMPRESSIBLE JOINT
FILLER w/ WATER STOP
SIDEWALK OR NON-
STRUCTURAL SLAB
PER PLAN
(2) #3's HORIZ., CONT.
#4 TYP.
#3 NOSING
BAR
TYPICAL SLAB ON-GRADE REINF.
(#3 @ 12"o.c. EA. WAY MIN.)
12"
M
IN
1'
/2
PER SCHED.
LAP
4"
6" M
IN
SCALE J
0 4 84
SCALE OF FEET
SCALE E
0 1 21
SCALE OF FEET
SCALE G
0 2 42
SCALE OF FEET
3" MIN.
HSS6X0.125X6" LONG
(GALV) w/ 1/2"X3"
LONG WELDED STUD
ON SIDE & BOT.
T.O. CONC.
STEPS 4"
4"Ø CEDAR
POST, S.A.D.
1/8"X6"Ø PL
NOTES:
1. FILL GAPS AROUND CEDAR POST w/ GROUT
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TECH REVIEW:
DATE:
DRAWING NO.
PMIS/PKG NO.
SHEET
OF
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138578
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OREGON CAVES NATIONAL MONUMENT
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S3.12 51 211
CONSTRUCTION DOCUMENTS
S .1
F
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SCALE:S3.12
5 SECTION AT SITE STAIRS PARALLEL TO GRIDLINE ND
SCALE:S3.12
4 SITE CONCRETE STAIR AT FIRE ESCAPE PLAN
SCALE:S3.12
2 SECTION AT LANDING
SCALE:S3.12
1 SECTION AT FIRE ESCAPE STEPS
SCALE:S3.12
3 TYPICAL CONCRETE STEPS ON GRADE AT FIRE ESCAPE
J
J
E
G
G
NOTES:
1. S.A.D. FOR ALL STAIR DIMENSIONS
0 2
SCALE OF FEET
1 1 3
SCALE F
SCALE E
0 1 21
SCALE OF FEET
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TECH REVIEW:
DATE:
DRAWING NO.
PMIS/PKG NO.
SHEET
OF
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138578
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OREGON CAVES NATIONAL MONUMENT
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BALCONY FRAMING
DETAILS - 1S4.01
52 211
CONSTRUCTION DOCUMENTS
S .0
F
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SCALE:S4.01
1 FRAMING CONNECTION TO B2 LEVEL
SCALE:S4.01
2 FRAMING CONNECTION TO B2 LEVEL
SCALE:S4.01
3 14" DIAMETER LOG JOIST AT L1 LEVEL
SCALE:S4.01
4 12" DIAMETER LOG JOIST AT B2 & B1 LEVELS
SCALE:S4.01
5 COLUMN WRAPPED IN CEDAR
SCALE:S4.01
6 BEAM TO DECK JOIST DETAIL AT B2 and B1 LEVELS
SCALE:S4.01
7 BEAM TO DECK JOIST DETAIL AT B2 & B1 LEVELS
SCALE:S4.01
8 BEAM TO DECK JOIST DETAIL AT L1 LEVEL (ROOF)
SCALE:S4.01
9 BEAM TO DECK JOIST DETAIL AT L1 LEVEL (ROOF)
SCALE:S4.01
10 BEAM TO DECK JOIST DETAIL AT B2 & L1 LEVELS
F
F
F
E
E
E
E
E
E
SCALE E
0 1 21
SCALE OF FEET
HSS FRAME COLUMN ABOVE
WHERE OCCURS
HSS FRAME COLUMN
HSS FRAME BEAM
P.P. TYP
HSS BEAM TO HSS COLUMN
AT EACH SIDE, TYP
T & B, TYPM
CAP PLATE SEE
NOTES 1 & 2
C.J.P. COLUMN
TO CAP PLATE
HSS FRAME
BEAMWHERE
OCCURS
CONT. PLATE
SEE NOTES 1 & 2
C.J.P. HSS TO CAP PLATE
& CONT. PLATE, TYP
C.J.P. TYP
NOTES:
1. THICKNESS OF CAP PLATE AND CONT. PLATE = THICKNESS
OF HSS WALL + 1/4" (1/2" MIN.)
2. USE A572 GR. 50 STEEL
NOTES:
1. SEE DETAILS ON SHEET S4.01 FOR CEDAR WRAPPING OF FRAME COLUMNS AND BEAMS
2. HSS FRAMING SHALL BE SHOP ASSEMBLED AS MUCH AS POSSIBLE AND GALVANIZED TO
MINIMIZE GALVANIZATION FIELD WORK AT FIELD WELDING LOCATIONS. MINIMIZE FIELD
WELDING ADJACENT TO THE EXISTING BUILDING AS MUCH AS POSSIBLE.
SCALE D
6 12
SCALE OF INCHES
12 0
PJP TYP
CAP PL PER 1/-
5/8"Ø WELDED STUD.
COUNTERSINK AS REQ'D
8"x8" COL.
PER ELEVATION
NON STRUCTURAL TIMBER
BRACE PER ELEVATION.
SEE 3/- FOR ATTACHMENT TO
HSS COL.
CEDAR WRAPPING PER S4.01.
SEE 11/A8.08 FOR WOOD
CAP REQUIREMENTS
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TECH REVIEW:
DATE:
DRAWING NO.
PMIS/PKG NO.
SHEET
OF
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DETAILS - 2S4.02
53 211
CONSTRUCTION DOCUMENTS
S .0
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SCALE:S4.02
1 HSS BEAM TO HSS COLUMN (MOMENT) CONNECTION
SCALE:S4.02
4 BALCONY MOMENT FRAME BEAM TO COLUMN CONNECTION AT SKEWED ANGLE
E
SCALE:S4.02
2 TYPICAL HSS BEAM WOOD NAILER
D
E
SCALE:S4.02
3 NON-STRUCTURAL BRACE ATTACHMENT TO COL.
D
SCALE:S4.02
5 NON-STRUCTURAL BRACE ATTACHMENT TO BEAM
D
SCALE:S4.02
6 NON-STRUCTURAL BRACE TO TOP OF COLUMN
D
SCALE:S4.02
7 HSS MOMENT CONNECTION TO HSS MOMENT FRAME BEAM
PILE NOTES:
1. SEE DRAWING S2.B3 FOR MICRO-PILES LAYOUT.
2. DESIGN, CONSTRUCT AND TEST MICRO-PILES TO CONFORM TO THE SPECIFICATIONS.
3. PILE LENGTH, BOND LENGTH, GROUT BODY DIAMETER, CASING LENGTH AND THICKNESS,
AND METHOD OF INSTALLATION SHALL BE DETERMINED BY CONTRACTOR TO ACHIEVE
THE REQUIRED PERFORMANCE CRITERIA.
4. GEOTECHNICAL ENGINEER AND/OR AN INDEPENDENT TESTING LAB SHALL INSPECT THE
INSTALLATION AND TESTING OF THE MICRO-PILES TO VERIFY CONSTRUCTION METHODS
AND TEST RESULTS.
5. MICRO-PILE BARS SHALL HAVE DOUBLE-CORROSION PROTECTION.
6. MICRO-PILE DESIGN & TESTING CRTERIA
COMPRESSION: 77 KIPS UNFACTORED
TENSION: 15 KIPS UNFACTORED
TEST LOAD: 155 KIPS (TENSION)
0 2
SCALE OF FEET
1 1 3
SCALE F
T.O PILE CAP =
T.O. GRADE
BEAM
A1 BARS INTO
PILECAP (Ldh)
SEE SCHEDULE
FOR GRADE BEAM
REINF.
SIDE BARS
SEE SCHEDULESTIRRUPS
SEE SCHEDULE
TYPICAL GRADE BEAM SECTION
B1 BARS INTO
PILECAP (Ldh)
NOTES:
1. UTILITY SLEEVE PENETRATIONS THROUGH GRADE BEAMS ARE PROHIBITED UNLESS SPECIFICALLY NOTED ON THE PLANS OR APPROVED IN WRITING BY THE SEOR. UTILITIES MAY PASS OVER TOP OF GRADE
BEAMS.
2. AT THE ENDS OF GRADE BEAMS, WHERE TOP AND BOTTOM BARS ARE TO BE CONTINUOUS THRU PILE CAPS OR INTERSECTING BEAMS MORE HEAVILY REINFORCED BEAM SHALL HAVE ITS BARS CONTINUE
THRU THE JOINT. SWEEP BARS AS REQ'D.
3. LONGITUDINAL T&B BARS SHALL HAVE STD. HOOK AT ENDS AT CONTRACTOR'S OPTION, TERMINATOR
HEADS MAY BE USED IN LIEV OF STD. HOOK.
GRADE BEAM
SCHEDULE
GRADE
BEAM
MARK
WIDTH
'B'
DEPTH
'D'
A1 B2
STIRRUP
S
SIDE
BARS
GB 1 24" 24
(4) #7 - NONE
#4 @ 12"
REINFORCEMENT - 60 KSI BAR
REMARK
S
E Q
E Q
E Q
SEE SCHEDULE
WIDTH 'B'
3"
'D
B2
BARS
A2
BARS
A2
B1
(4) #7
LONGITUDINAL
BARSTOP
BARS
BOTTOM
BARS
4" 4"
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TECH REVIEW:
DATE:
DRAWING NO.
PMIS/PKG NO.
SHEET
OF
150025
138578
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OREGON CAVES NATIONAL MONUMENT
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BALCONY FRAMING
DETAILS - 3S4.03
54 211
CONSTRUCTION DOCUMENTS
S .0
F
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SCALE:S4.03
4 TYPICAL MICRO-PILE DETAIL
F
SCALE:S4.03
1 BALCONY FRAME COLUMN TO PEDESTAL TO PILE CAP
F
SCALE:S4.03
2 GRADE BEAM ADJACENT TO (E) BUILDING FOOTING
F
SCALE:S4.03
3 GRADE BEAM ADJACENT TO (E) BUILDING FOOTING
N.T.S
0 2
SCALE OF FEET
1 1 3
SCALE F
1. ALL PILE CAPS TYPES HAVE (6) #5 TOP BARS EA. WAY w/ 90° TURN-DOWNS AND (6) #6 BOTTOM BARS EA. WAY w/ 180° HOOKS
SEE 1/- FOR INFO. NOT NOTED.
NOTES:
2.
12" SQ. CONC. COL
w/ (4) #5 VERT'S
(E) B2 CONC. SLAB
TO REMAIN
(E) CONC. BM.
TO REMAIN (SEE NOTE 1) 6"
STAIR WALL
(4) #4 DRILLED & EPOXIED DOWELS w/
6" EMBED INTO (E) CONC. BEAM
#4 TIES @ 8" o.c.
(3) TIES @ 2" o.c. @ TOP
DEMO (E) SLAB IN STAIR WELL
DEMO PORTION OF (E) CONC. BM. IN
NEW STAIR WELL AFTER COL. IS BUILT
(4) #5 DOWELS w/ STD. HK.
(E) WOOD FLR.
(E) CONC. S.O.G.
AT LEVEL B3
32"SQx16" THICK CONC. PAD FTG w/ (3) #5's E.W. @ BOT.
#3x 24" LONG DRILLED &
EPOXIED DOWELS (2)
PER SIDE w/ 4" EMBED
INTO (E) S.O.G., TYP
NOTES:
1. LOCATE (E) REBAR IN CONC. BEAM PRIOR TO DRILLING.
C
LR
3"
SCALE E
0 1 21
SCALE OF FEET
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TECH REVIEW:
DATE:
DRAWING NO.
PMIS/PKG NO.
SHEET
OF
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DETAILSS4.04
55 211
CONSTRUCTION DOCUMENTS
S .0
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SCALE:S4.04
1 PEDESTAL PLANS AT BASE OF STEEL FRAME COLUMNS
F
SCALE:S4.04
3 PILECAP PLANS AT BASE OF STEEL FRAME COLUMNS
F SCALE:S4.04
2 NEW CONCRETE COL. B3 TO B2 AT STAIRS
F
SCALE OF FEET
SCALE D
6 12
SCALE OF INCHES
12 0
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TECH REVIEW:
DATE:
DRAWING NO.
PMIS/PKG NO.
SHEET
OF
150025
138578
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FIRE ESCAPE FRAMING
DETAILS - 1S4.05
56 211
CONSTRUCTION DOCUMENTS
S .0
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SCALE:S4.05
1 SECTION AT FIRE ESCAPE FRAMING - LEVEL 2
E
SCALE:S4.05
2 SECTION AT FIRE ESCAPE FRAMING - (E) TIMBER BEAM LEVELS B1, 1, & 2
3 6
SCALE OF INCHES
6 0
SCALE C
SCALE E
0 1 21
SCALE OF FEET
S4.06
AT RAIL
POSTS
S4.06
AT RAIL
POSTS
S4.06
AT RAIL
POSTS
SCALE D
6 12
SCALE OF INCHES
12 0
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TECH REVIEW:
DATE:
DRAWING NO.
PMIS/PKG NO.
SHEET
OF
150025
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FIRE ESCAPE FRAMING
DETAILS - 2S4.06
57 211
CONSTRUCTION DOCUMENTS
S .0
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SCALE:
S4.06
1 STAINLESS STEEL CLIP AT STRINGER
C
SCALE:
S4.06
2 SECTION AT FIRE ESCAPE STRINGER
E
SCALE:
S4.06
3 SECTION AT FIRE ESCAPE STRINGER
E
SCALE:
S4.06
5 SECTION AT FIRE ESCAPE STRINGER
E
SCALE:
S4.06
6 RAILING POST AT FIRE ESCAPE TO PARALLEL 6x CEDAR BEAM
E
SCALE:
S4.06
9 SECTION AT FIRE ESCAPE STRINGER
E
SCALE:
S4.06
4 SISTERED LVL TO HSS BEAM
SCALE:
S4.06
12 FIRE ESCAPE END BAY
ESCALE:
S4.06
11 DETAIL
SCALE:
S4.06
10 TOP NAILER AT FIRE ESCAPE STEEL BEAM
E
E
SCALE OF FEET
SCALE D
6 12
SCALE OF INCHES
12 0
SCALE G
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SCALE OF FEET
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WOOD FRAMING DETAILS
S4.07 58 211
CONSTRUCTION DOCUMENTS
S .0
F
.M .E
SCALE:S4.07
1 HOLD DOWN AT POST
SCALE:S4.07
2 6x BEAM TO C12x
SCALE:S4.07
3 SISTERED IFL. LVL JOIST AT WALL
SCALE:S4.07
4 STAINLESS STEEL CLIP AT STRINGER
SCALE:S4.07
5 (N) WOOD POSTS TO (E) CONC. WALL
SCALE:S4.07
7 JOIST HANGER TO (E) CONC. WALL
SCALE:S4.07
10 SISTERING AT 6x BEAM
E
E
G
E
D
E
SCALE:S4.07
9 6x ATTACHMENT TO SISTERED JOIST
SCALE:S4.07
8 TYPICAL SISTERED DETAIL
E
SCALE:S4.07
11 POST AND HOLD DOWN AT SISTERED JOIST
E
E
1/4
TYP
HSS GUARDRAIL POST
PER PLAN
CEDAR WRAPPING
PER S4.01
HSS BEAM
PER PLAN
NAILER
PER 3/S4.0
MIN. 2"Ø CEDAR PICKET, S.A.D.
CORE CEDAR & BEAR CEDAR
PICKET SOLIDLY FILL w/
CONSTRUCTION ADHESIVE
RAIL PER ELEVATION
/2
MAX.
1/4"
JOINT AT
CEDAR WRAP
HSS2x2 WRAPPED IN
4" OUTSIDE DIAMETER
CEDAR, S.A.D.
TEKS 4 #12-24x15/8" WITH
WING SELF-DRILLING
SCREWS AT 1'-0" o.c.
VERT. EA. SIDE
3 6
SCALE OF INCHES
6 0
SCALE C
SCALE D
6 12
SCALE OF INCHES
12 0
LEVEL 1
0"
HSS 2x2x1/4 w/ 4"Ø
CEDAR WRAP
CSK WELDED STUD
AT CENTER LINE OF
TOP RAIL - SEE 4/-
TEKS SCREW
PER 7/-
SLOT BOT. RAIL
FOR STEEL PLATE
WELDED TO HSS -
SEE 3/-
THROUGH-BOLT HEAD
POCKET THROUGH
CEDAR WRAP - SEE 5/-
4"Ø CEDAR TOP RAIL
4"Ø CEDAR BOTTOM RAIL
S4.08
S4.08
TYP.
S4.08
NOTE:
SEE S3.01 & S3.02 FOR INFO NOT SHOWN OR NOTED.
CAP PL & CSK. WELDED
STUD. - SEE 6/S4.02
TAPER AND CHISEL TOP OF
CLADDING SEE 2/A8.08
HSS8"x8" COL.
PER ELEVATION
PER S4.01
CEDAR WRAPPING
CORE CEDAR WRAPPING &
BEAR CEDAR RAIL SOLIDLY FILL
w/ CONSTRUCTION ADHESIVE
CEDAR TOP/BOTT. RAIL
PER ELEVATION
WELDED STUD EA. SIDE
PER 5/S4.01
M A
X
3"
N O
T C
H
/2
M
A X
S .A
.D
CANE RAILING
S.A.D.
4x OR 6x PER
PLAN
1/2Ø LAG SCREW
w/ 2.5" MIN.
PENETRATION
TYP.
T.O.
GRATING
S.A.D.
M A
X S
.A .D
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BALCONY GUARDRAIL
DETAILSS4.08
59 211
CONSTRUCTION DOCUMENTS
S .0
F
.M .E
SCALE:S4.08
2 HSS GUARD RAIL POST T HSS BEAM
SCALE:S4.08
6 TYPICAL PICKET TO RAIL
SCALE:S4.08
7 POST WRAPPED IN CEDAR
D
D
SCALE:S4.08
1 TYP. EXTERIOR BALCONY GUARDRAIL ELEVATION
SCALE:S4.08
4 TOP RAIL TO HSS POST
SCALE:S4.08
3 BOTTOM RAIL TO HSS POST
D
D
D
C
SCALE:S4.08
5 TOP AND BOTTOM RAIL TO HSS COL.
D
SCALE:S4.08
8 LOG CANE RAIL ATTACHMENT
SHOWN ON PLAN THUS: SC1
0 1 21
SCALE OF FEET
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EXISTING TIMBER BEAM
TO COLUMN CONN.
REINFORCEMENTS4.10
60 211
CONSTRUCTION DOCUMENTS
S .1
F
.M .E
SCALE:
S4.10
1 DBL SIDED CHANNEL REINFORCING
SCALE:
S4.10
2 SINGLE SIDED STEEL CHANNEL JOINT REINFORCING
E ESCALE:
S4.10
3 STRENGTHEN TIMBER GIRDER CONNECTION
SCALE G
0 2 42
SCALE OF FEET
SCALE E
0 1 21
SCALE OF FEET
SCALE D
6 12
SCALE OF INCHES
12 0
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DATE:
DRAWING NO.
PMIS/PKG NO.
SHEET
OF
150025
138578
OREGON CAVES CHATEAU
OREGON CAVES NATIONAL MONUMENT
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SECTIONS AT NEW
INTERIOR RAMPS4.11
61 211
CONSTRUCTION DOCUMENTS
S .1
F
.M .E
SCALE:S4.11
1 SECTION AT RAMP LOWER LANDING
SCALE:S4.11
2 SECTION AT RAMP SLOPING PORTION
SCALE:S4.11
3 SECTION AT RAMP UPPER LANDING
G
G
G
SCALE:S4.11
4 HSS TO CHANNEL AT UPPER RAMP LANDING
SCALE:S4.11
5 HSS TO CHANNEL AT RAMP LOWER LANDING
E
E
SCALE:S4.11
6 ROTTED FLOOR JOIST RE-SUPPORT TO (E) CONC. BM. w/ WATER FEATURE AT LVL B1 E
SCALE:S4.11
7 HSS18x6 TO HSS8x6
ELEVATOR / GUIDE RAIL SUPPORT NOTES:
1. COORDINATE EXACT LOCATIONS OF HSS GUIDE RAIL SUPPORTS WITH ARCH. & ELEVATOR CONTRACTOR.
2. GUIDE RAIL ATTACHEMENTS TO HSS SUPPORT ARE TO BE PROVIDED BY THE ELEVATOR CONTRACTOR.
5. W8x HOIST BEAM (IF REQ'D) TOP OF STEEL IS 4" BELOW BOTTOM OF (E) DECK OR FRAMING COORDINATE THE
LOCATION WITH ELEVATOR CONTRACTOR.
GUIDE RAIL 15#/FT.
(VERIFY w/ ELEV. MFR.)
RAIL CLIP W/ 5/8" Ø
M.B. TYP.
(N) L6 x 4 x1/2 x 1'-0" LONG (LLV)
W/ (2) 3/4" HILTI KWIK BOLT TZ
WITH 4 3/4" MIN. EMBEDMENT
CONC. PIT SLAB
6"
3"
4"
T Y
P
1/
2"
4"
TYP.
1 1/2"
CONT. PIT WALL
SCALE E
0 1 21
SCALE OF FEET
(SEE NOTE 1)
NOTES:
1. ANCHOR BOLTS: 3/4" DIA. x 12" LONG ASTM 1554, GR 55.
BASE 1/2" ON 1.5" N.S.G.
INSIDE FACE OF PIT WALL
ELEVATOR RAIL HSS
SUPPORT POST w/ 1/4"
FILLET WELD ALL
AROUND TO BASE PL.
LP
2" 2"
2" 2"
8"
3 1/4"
1 1/2" MIN.
4" MAX.
C.L. HSS
SEE 3/-
GUIDE RAIL
HSS GUIDE RAIL SUPPORT
PER 2/S3.11
S4.12
HSS GUIDE RAIL SUPPORT
BASEPLATE PER 2/-
CL
CL
1/4
L3x2 1/2x3/8 LLHx12" LG.
GUIDE RAIL
SUPPORT HSS
L3x3x3/8x10" LG.
GUIDE RAIL
(2) 5/8"Ø M.B.'s
CONN. @ 5'-6" MAX.
VERIFY W/ ELEV. MFR.
SPLICE
MILL ENDS
1/4" KEY
2"x5"x1'-0" LG. PLATE w/
(8) 5/8"Ø M.B's.
3" WELD EA,
CORNER1/4
1/
2" 3"
1/
2"
S
P
LI
C E
1'
M A
X
.HSS GUIDE RAIL
SUPPORT PER
2/S3.11
CJP
MILL
MILL
COLUMN OF SAME OUTSIDE DIMENSION
TS OR PIPECL
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TITLE…
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