S1.10 R2_S5.10 R2.pdf
PDF 631 KB Posted
- Solicitation number
- S-DASOBO-00009472
- Issued by
- Lake County, Albany City, Oregon
About this file
This document is a structural plan sheet (S1.10 and S5.10) for the construction of a new parole and probation building at the Oak Creek Youth Correctional Facility (OCYCF) in Albany, Oregon. The project involves all labor, materials, transportation, equipment, and services required for the construction work detailed in the attachments. The plans provide specifications for the foundation, floor slabs, footings, posts, columns, walls, and other structural elements. Key dimensions, materials, and other technical details are included.
The related state and local contract opportunity seeks bids for the construction of this new parole and probation building at the OCYCF facility. The work is located in Albany, Oregon and involves the jurisdictions of Lake County and Albany City. No specific pricing terms, set asides, incumbents, or funding details are provided in the information given.
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Text version
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F
F
FOUNDATION PLAN
1/4" = 1'-0"
TYPICAL SLAB
4" CONCRETE SLAB
W/ #4 BARS @ 18" OC EA. WAY
REFER TO DETAIL 1/S5.1
FOR ADDITIONAL INFORMATION
(2) 2x6 POST
(2) 2x6 POST (2) 2x
6 P
OST
(2) 2x
6 P
OST
(2) 2x
6 P
OST
(2) 2x
6 P
OST
(2) 2x
6 P
OST
6x6 6x6
6x6
(2) 2x6 FULL HT JAMB STUDS
(2) 2x6 FULL HT JAMB STUDS
(2) 2x6 FULL HT JAMB STUDS
(2) 2x6 FULL HT JAMB STUDS
(2) 2x
6 F
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L H T J
AM
B S
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(2) 2x
6 F
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(2) 2x
6 F
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L H T J
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B S
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(2) 2x
6 F
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(2) 2x
6 F
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(2) 2x
6 F
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(2) 2x
6 F
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(2) 2x
6 F
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L H T J
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1 1
1 1
71'-6"15'-6" 8'
-0
1' -1
9'
-4
28'-0"
46'-8" 9'-4"
'-8
8'
-0
5'-0" 5'-0"
4'-6"4'-6"
4"
5' -9
1 4"
S.C.
S.C.
S.
C.
S.
C.
S.C.
S.C.
S.C.
S.C.
S.
C.
S.
C. C.
J.
S.
C.
S.
C.
S.
C.
S.
C.
S5.10
TYP.
S5.10
TYP.
S5.10 TYP.
S5.10 TYP.
S5.10 TYP.
S5.10
TY
P.
S5.10
TY
P.
S5.10
TY
P.
S5.10
TYP.
S5.10
TYP.
S5.10
TYP.
3'-6"x3'-6"x1'-6" FTG.
W/ (4) #4 x3'-0" EA. WAY
TOP & BOTTOM
2'-6"x2'-6"x1'-0" FTG.
W/ (3) #4 x2'-0" EA. WAY
S5.01
TYP.
S5.10
TYP.
HSS4x4x 3
HSS
4x
4x 3 16
2'-0"x2'-0"x10"
FTG.
2'-0"x2'-0"x10"
FTG.
2'-0"x2'-0"x10" FTG., TYP. (3) PLACES
S5.10
TY
P.
S5.10
TY
P.
2'-03 8"
'-1
0" 5"
'-0
S5.10
PROJECT #
DATE:
REVISIONS
SHEET:
06/06/2023 211025
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3470 Pipebend Place NE Suite 120 Salem, OR 97301 503.399.1399 mscengineersinc.com
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S1.10
NON-STRUCTURAL WALLS
BEARING WALLS
INDEX
# HOLDOWN PER SCHEDULE
SHEET NOTES:
· SAWCUTS AND CONSTRUCTION JOINTS SHOWN ARE SUGGESTED.
CONTRACTOR MAY VARY FOR EASE OF CONSTRUCTION. REFER
TO DETAILS 2 & 3 ON S5.10 FOR RECOMMENDED REQUIREMENTS.
· NO CONSTRUCTION JOINTS IN EAST/WEST DIRECTION
07-16-2024
GEOTECH CHANGES
AutoCAD SHX Text
OREGON
AutoCAD SHX Text 63202
AutoCAD SHX Text
EXPIRES: JUNE 30, 2026
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
2' -0
" M
IN
6" M
IN
5"
(2) #4 x CONT.
APPROVED
BEARING STRATA
2x6 P.T. SILL PLATE W/ 58"∅ x10" A.B.'S
PER SCHEDULE (48" OC MAX.)
(2x8 P.T. SILL PLATE @ 2x8 WALLS)
PERIMETER FOOTING @ EXTERIOR SLAB
3/4" = 1'-0"
S5.10
PERIMETER FOOTING @ HOLDOWN
3/4" = 1'-0"
S5.10
BOUNDARY MEMBER
PER SCHEDULE
HOLDOWN
PER PLAN
PERIMETER FOOTING @ OPENING
3/4" = 1'-0"
S5.10
WALL BEYOND
3" CLR. TYP.
ALL SIDES
#4 x CONT. @ 12" OC ALONG FACE
OF FOOTING (2 MINIMUM)
NOTE: REFER TO DETAIL 5/S5.10 FOR
ADDITIONAL INFORMATION
TYP. FLOOR SLAB CONSTRUCTION
3/4" = 1'-0"
S5.10
TYP. FLOOR SLAB SAW CUT
3/4" = 1'-0"
S5.10
TYP. FLOOR
SLAB CONSTRUCTION JOINT
3/4" = 1'-0"
S5.10
TYPICAL
CONCRETE CORNER REBAR DETAIL
3/4" = 1'-0"
S5.10
FOOTING DRAIN
PER CIVIL
AND/OR
GEOTECH
INTERIOR THICKENED
FOOTING @ BEARING/SHEARWALLS
3/4" = 1'-0"
S5.10
SHEARWALL PER PLAN
(WHERE OCCURS)
2x STUDS @ 16" OC
(2) #4 xCONT.
CONCRETE SLAB
PER PLANE.N.
1'-4"
COMPACTED
STRUCTURAL FILL
PER GEOTECH
SLAB FOOTING @ HOLDOWN
3/4" = 1'-0"
S5.10
SHEARWALL PER PLAN
BOUNDARY MEMBER
PER SCHED.
CONCRETE SLAB
PER PLANE.N.
COMPACTED
STRUCTURAL FILL
PER GEOTECH
HOLDOWN
PER PLAN
2x P.T. SILL PLATE W/ 5 8"∅ x6" SIMPSON
TITEN HD
PER SCHEDULE
(48" OC MAX.)
NOTE: REFER TO DETAIL 5/S5.10 FOR
ADDITIONAL INFORMATION
#4 VERT. @ 24" OC
ALT. HOOK INTO FOOTING 6" 5"
1'-4"
SHEARWALL PER PLAN
(NAILING PER S.W.
SCHEDULE)
E.N. CONCRETE
SLAB PER
PLAN
THICKEN FTG. AS REQ'D.
SPECIFIED EMBED +3"
FINISH GRADE
SHEARWALL PER PLAN
(NAILING PER S.W.
SCHEDULE)
E.N. CONCRETE
SLAB PER
PLAN
FINISH GRADE
2x6 STUDS @ 16" OC, U.O.N.
CONCRETE
SLAB PER
PLAN
APPROVED NATIVE
BEARING STRATA
OR COMPACTED
STRUCTURAL FILL
6" COMPACTED
DRAINAGE BASE
MOISTURE BARRIER
PER ARCH.
2"
CL
R.
CONCRETE SLAB
PER PLAN
ONE LAYER OF REINFORCING
WALL THICKNESS OF 9" OR LESS
CORNER BARS TO MATCH THE SIZE
OF HORIZONTAL REINFORCEMENT
(D) = DIAMETER OF BAR
NOTE:
ALTERNATE DIRECTION
OF BEND
48D 48D
D(1) #4 DOWEL
@ CORNER
(1) #4 DOWEL
@ CORNER
12"Ø x2'-0" SMOOTH
DOWEL @ 36" OC
W/ 12"Ø x1'-0"
PVC SLEEVE
SLAB REINFORCING
DISCONTINUE @
CONSTRUCTION JOINTS
APPROVED NATIVE
BEARING STRATA
OR COMPACTED
STRUCTURAL FILL 6" COMPACTED
DRAINAGE BASE
MAKE SAWCUT 14 OF SLAB THICKNESS
WITHIN 8 HOURS OF POUR FILL
W/ EXPANDING JOINT COMPOUND
CUT BAR TO PROVIDE 3" GAP
@ SAW CUT LOCATIONS
APPROVED NATIVE
BEARING STRATA
OR COMPACTED
STRUCTURAL FILL 6" COMPACTED
DRAINAGE BASE
NOTE: REFER TO DETAIL 1/S5.10 FOR
ADDITIONAL INFORMATION
NOTE: REFER TO DETAIL 1/S5.10 FOR
ADDITIONAL INFORMATION
NOTE: REFER TO DETAIL 1/S5.10 FOR
ADDITIONAL INFORMATION
3" CLR., TYP.
ALL SIDES
2' -0
" M
IN
PER PLAN
INTERIOR THICKENED FOOTING @ PAD FTG.
3/4" = 1'-0"
S5.10
SHEARWALL PER PLAN
(WHERE OCCURS)
POST PER PLAN
CONCRETE SLAB
PER PLANE.N.
PER PLAN
COMPACTED
STRUCTURAL FILL
PER GEOTECH
2x P.T. SILL PLATE W/ 5 8"∅ x6" SIMPSON
TITEN HD
PER SCHEDULE
(48" OC MAX.)
2 3" CLR., TYP.
ALL SIDES
HSS COLUMN
PER PLAN
(4) 34"∅ THREADED ROD
W/ SIMPSON SET-3G EPOXY
EMBED=6"
2"
TYP.
2"
TY
P.
10"x5 8"x10" BASE PLATE
5/16
SECTION A-A
1"±
TYP.
AA
CANOPY POST FTG.
3/4" = 1'-0"
S5.10
POST PER PLAN
PER PLAN
PE
R
PL
AN
PER PLAN
PRIVACY SCREEN FTG.
3/4" = 1'-0"
S5.10
2' -0
" M
IN
POST PER PLAN
PRIVACY SLATS PER ARCH.
6" MIN. COMPACTED
CRUSHED ROCK, MIN. 6"
BEYOND WIDTH OF FTG.
2' -0
" M
IN
2' -0
" M
IN
NOTE: REFER TO DETAIL 5/S5.10 FOR
ADDITIONAL INFORMATION
NOTE: REFER TO DETAIL 5/S5.10 FOR
ADDITIONAL INFORMATION
2' -0
" M
IN
FINISH GRADE
NOTE: REFER TO DETAIL 5/S5.10 FOR
ADDITIONAL INFORMATION
NOTE:
SEE DTL. 5/S5.10 FOR ADDITIONAL
INFORMATION ON COMPACTED
GRAVEL REQUIREMENTS
NOTE:
SEE DTL. 5/S5.10 FOR ADDITIONAL
INFORMATION ON COMPACTED
GRAVEL REQUIREMENTS
PROJECT #
DATE:
REVISIONS
SHEET:
06/06/2023 211025
Oa k
Cr ee k Yo ut h
Co rre cti on al F ac ili ty
PR
OB
AT
IO
N/
PA
RO
LE
F
AC
IL
IT
Y
L O
C H
N
ER
R D
S E
AL
BA
N Y
O R
M
SC
E N G
I N E E
R S
SINC
E 192
CO
NSU
LTING
STRU
CTU
RAL
ENG
INEE
RS
3470 Pipebend Place NE Suite 120 Salem, OR 97301 503.399.1399 mscengineersinc.com
S
TR
UCTURAL
DIGITALLY SIGNED
J ul
6, 4-
:2 6:
a m G
JO
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1\
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S5.10
07-16-2024
GEOTECH CHANGES
AutoCAD SHX Text
OREGON
AutoCAD SHX Text 63202
AutoCAD SHX Text
EXPIRES: JUNE 30, 2026
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
| S1.10 R2 07-16-2024.pdf |
| S5.10 R2 07-16-2024.pdf |
File details come from the government source that posted it. Updated .