S2.10 R1_S2.11 R1_S8.11 R1_S8.12 R1.pdf
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- Solicitation number
- S-DASOBO-00009472
- Issued by
- Lake County, Albany City, Oregon
About this file
The document is a set of construction plans and details for the Oak Creek Youth Correctional Facility (OCYCF) New Parole and Probation building in Albany, Oregon. The plans show the main roof framing, upper roof framing, truss configurations, and various roof connections and details. The project is being solicited through an Invitation to Bid (ITB) by the State of Oregon. The ITB covers all labor, materials, transportation, equipment, and services required for the construction work described in the attachments. No additional details are provided regarding response dates, site visits, award information, or contract term.
The plans indicate the roof will be framed with manufactured trusses spaced at 24 inches on center, with plywood sheathing and various straps, hangers, and other hardware shown. Snow loads, mechanical loads, and other design criteria are specified. Pricing terms, setasides, funding sources, and other salient information are not included in the provided documentation.
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1 1
2 2
3 3
4 4
5 5
A
A
B
B
C
C
D
D
E
E
F
F
MANUF. T
RUSSE
S @
" O C (A
SSU
MED
" D
EPT
H)
MAIN ROOF FRAMING PLAN
1/4" = 1'-0"
POSTABOVE
(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
S8.10
TY
P.
A
A A
A
A
A
A
A
A
A
A
A
S8.10
TYP.
S8.10
TY
P.
S8.10
TY
P.
S8.11
TYP.
S8.11
TY
P.
S8.11 TYP.
6x8
6x
S8.10
(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
UL
L H T J
AM
B S
TU
DS
(2) 2x
6 F
UL
L H T J
AM
B S
TU
DS
(2) 2x
6 F
UL
L H T J
AM
B S
TU
DS
(2) 2x
6 F
UL
L H T J
AM
B S
TU
DS
(2) 2x
6 F
UL
L H T J
AM
B S
TU
DS
(2) 2x
6 F
UL
L H T J
AM
B S
TU
DS
(2) 2x
6 F
UL
L H T J
AM
B S
TU
DS
(2) 2x
6 F
UL
L H T J
AM
B S
TU
DS
4x12 4x12
8" x1
2" G
LB
1 1
1 1
A
21psf
6'-0"
20psf 6' -0
SIMPSON HTS24 STRAP FROM WALL TO BLOCKING
SIMPSON LSTA18 STRAP
FROM TRUSS TO BLOCKING
SIMPSON HTS24 STRAP FROM WALL TO BLOCKING
SIMPSON LSTA18 STRAP FROM TRUSS TO BLOCKING
S8.10
TY
P.
S8.10 TYP.
SHEATH THRU WALL
S8.10
TYP.
S8.10 TYP.
S8.10
ALIGN ADDED
TRUSS W/ WALL
ALIGN ADDED
TRUSS W/ WALL
ALIGN ADDED
TRUSS W/ WALL
A
S8.10
OPP.
S8.10
OP
P.
MANUF. T
RUSSES @ 24" OC (ASSUMED 24" DEPTH)
MAN
UF
. T
RU
SS
ES
" O C
(AS
SU
MED
" D
EP
TH
MAN
UF
. T
RU
SS
ES
" O C
(AS
SU
MED
" D
EP
TH
S8.11
TY
P.
S8.11 TYP.
2x
6" O
C
DB
L.
T
RU
SS
DB
L.
T
RU
SS
DBL. 2x10
DBL. 2x10
DBL. 2x10
4x
2x
4" O
C
8" x1
2" G
LB
HSS4x4x 3
HSS
4x
4x 3 16
6x6 6x6
6x6
S8.12TYP.
2x
SO
FF
IT
JO
IS
TS
6" O
C
HSS
6x
6x
1 4 P
OST
HSS
6x
6x
1 4 P
OST
HSS
6x
6x
1 4 P
OST
HSS
6x
6x 1 4 P
OST
HSS
6x
6x 1 4 P
OST
HSS
6x
6x 1 4 P
OST
HSS
6x
6x 1 4 P
OST
HSS6x6x 1
4 POST
HSS6x6x 1
4 POST
HSS6x6x 1
4 POST
HSS
6x
6x 1 4 P
OST
BLOCK (3) BAYS MIN.
W/ SIMPSON CS16 x6' STRAP W/ (10) 10d NAILS EA. END
& 12" OC BETWEEN ENDS, TYP.
32"-5 PLY PLYWOOD ROOF SHEATHING
APA RATED 32/16 EXTERIOR GLUE CD-X
W/ 8D GALVANIZED COMMON NAILS @
6" O.C. EDGES AND 12" O.C. FIELD
HSS6x6x1
4 POST
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
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F
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3470 Pipebend Place NE Suite 120 Salem, OR 97301 503.399.1399 mscengineersinc.com
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S2.10
INDEX
NON-STRUCTURAL WALLS
PER ARCH.
BEARING WALLS
SHEARWALL
# SHEARWALL TYPE PER SCHEDULE
HOLDOWN PER SCHEDULE AT BASE
OF WALL SHOWN
GIRDER TRUSSG.T.
SHEATH ENTIRE WALL
(ABOVE & BELOW WINDOWS)
ACCORDING TO SHEARWALL
SCHEDULE
SNOW DRIFT + Pf
65psf MECH. LOAD
07-12-24
SCREENWALL REVISION
AutoCAD SHX Text
OREGON
AutoCAD SHX Text 63202
AutoCAD SHX Text
EXPIRES: JUNE 30, 2026
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
TR
US
SE
S
4" O
C
6'-0"
UPPER ROOF FRAMING PLAN
1/4" = 1'-0"
A
A
A
A
S8.10
TYP.
S8.10
TYP.
S8.10
TY
P.
S8.10 TYP.
(2) 2x
6 P
OST
(2) 2x6 POST
(2) 2x6 POST (2) 2x
6 P
OST
(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
UL
L H T J
AM
B S
TU
DS
(2) 2x
6 F
UL
L H T J
AM
B S
TU
DS
(2) 2x
6 F
UL
L H T J
AM
B S
TU
DS
(2) 2x
6 F
UL
L H T J
AM
B S
TU
DS
(2) 2x
6 F
UL
L H T J
AM
B S
TU
DS
(2) 2x
6 F
UL
L H T J
AM
B S
TU
DS
(2) 2x
6 F
UL
L H T J
AM
B S
TU
DS
(2) 2x
6 F
UL
L H T J
AM
B S
TU
DS
SCREEN WALL
RECESSED ROOF
ACCESS HATCH
PROPOSED MECH UNIT CURBS
BY OTHERS
18psf
5'-0"
18psf
5'-0"
3' -0
12psf
3' -0
"12psf
3' -0
12psf
3' -0
"12psf
3'-0"
12psf
3'-0"
12psf
3'-0"
12psf
3' -0
12psf
3' -0
12psf
HSS
6x
6x
1 4 P
OST
HSS
6x
6x
1 4 P
OST
HSS
6x
6x
1 4 P
OST
HSS6x6x 1
4 POST
HSS
6x
6x 1 4 P
OST
HSS
6x
6x 1 4 P
OST
HSS6x6x 1
4 POST
HSS
6x
6x 1 4 P
OST
HSS
6x
6x
1 4 P
OST
HSS
6x
6x
1 4 P
OST
HSS
6x
6x 1 4 P
OST
HSS
6x
6x
1 4 P
OST
32"-5 PLY PLYWOOD ROOF SHEATHING
APA RATED 32/16 EXTERIOR GLUE CD-X
W/ 8D GALVANIZED COMMON NAILS @
6" O.C. EDGES AND 12" O.C. FIELD
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
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F
AC
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IT
Y
L O
C H
N
ER
R D
S E
AL
BA
N Y
O R
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SC
E N G
I N E E
R S
SINC
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CO
NSU
LTING
STRU
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RAL
ENG
INEE
RS
3470 Pipebend Place NE Suite 120 Salem, OR 97301 503.399.1399 mscengineersinc.com
S
TR
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DIGITALLY SIGNED
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S2.11
INDEX
NON-STRUCTURAL WALLS
PER ARCH.
BEARING WALLS
SHEARWALL
# SHEARWALL TYPE PER SCHEDULE
HOLDOWN PER SCHEDULE AT BASE
OF WALL SHOWN
GIRDER TRUSSG.T.
SHEATH ENTIRE WALL
(ABOVE & BELOW WINDOWS)
ACCORDING TO SHEARWALL
SCHEDULE
SNOW DRIFT + Pf
65psf MECH. LOAD
07-12-24
SCREENWALL REVISION
AutoCAD SHX Text
OREGON
AutoCAD SHX Text 63202
AutoCAD SHX Text
EXPIRES: JUNE 30, 2026
AutoCAD SHX Text
AutoCAD SHX Text
NOTE: WEB LAYOUT SHOWN IS SCHEMATIC.
ACTUAL WEB LAYOUT IS
PER TRUSS MANUF.
NOTE: WEB LAYOUT SHOWN IS SCHEMATIC.
ACTUAL WEB LAYOUT IS
PER TRUSS MANUF.
TRUSS CONFECTION @ TOWER
3/4" = 1'-0"
S8.11
TRUSS CONFECTION @ TOWER
3/4" = 1'-0"
S8.11
ROOF SHEATHING PER
PLAN
2x6 LEDGER W/ (2) 16d NAILS EA. STUD, TYP.
E.N.
SHEARWALL PER PLAN
2x6 FULL HT. STUDS @ 16" OC
MANUF. TRUSS
PER PLAN
ROOF SHEATHING PER
PLAN
2x6 LEDGER W/ (2) 16d NAILS EA. STUD, TYP.
E.N.
SHEARWALL PER PLAN
2x6 FULL HT. STUDS @ 16" OC
MANUF. TRUSS
PER PLAN
ROOF CONNECTION @ ENTRY
3/4" = 1'-0"
S8.11
RECESSED ROOF CONNECTION
3/4" = 1'-0"
S8.11
RECESSED ROOF CONNECTION
3/4" = 1'-0"
S8.11
2x6 FLAT
BLOCKING
E.N.
2x6 LEDGER W/ (1) 1 4"∅ x4" SIMPSON SDS SCREWS EA. STUD & (2) EA. 2x6
BLOCK
DBL. 2x6 TOP PLATE
E.N.
WALL SHEATHING PER
GENERAL NOTES
SIMPSON H8 @ EA. STUD
HDR PER PLAN
MANUF. TRUSS PER PLAN
ROOF SHEATHING
PER PLAN
2x6 STUDS @ 16" OC
2x6 SOLE PLATE
W/ NAILING PER SCHEDULE
INTO HDR
BEAM PER PLAN
4x6 BEVELED PLATE
SIMPSON H1 CLIP
EA. RAFTER
E.N.
RAFTER PER PLAN
2x4 CEILING JOISTS, TYP.
SIMPSON LUS24 JOIST HANGERS, TYP.
SOFFIT PER ARCH.
2x FASCIA
E.N.
E.N. E.N.
(2) 10d NAILS INTO RAFTER
3/16
POST PER PLAN
W/ SIMPSON CCOQ4 CAP
OR EQUIVALENT
TRUSS HANGER PER MANUF.
SIMPSON LTP4 @ 48" OC
EA. SIDE
SIMPSON LSC HANGER
2x8 LEDGER W/ (2) 16d NAILS EA. STUD, 6" OC INTO BLOCKING
RAFTERS PER PLAN
ROOF SHEATHING
PER PLAN
ROOF SHEATHING
PER PLAN, TYP.
E.N. E.N.
E.N. E.N.
DBL TOP PLATE, TYP.
2x STUDS @ 16" OC, TYP.
SIMPSON H1 CLIP
EA. TRUSS
HSS3x3x3
16 POST @ 6' OC (MAX.), TYP.
4" CAP PLATE, TYP.
L2x2x3
16 TOP & BOTTOM, TYP.
TYP.
TYP.
8"∅ THRU-BOLT TOP & BOTTOM, TYP.
SCREEN PER ARCH., TYP.
ROOF SHEATHING
PER PLAN, TYP.
E.N.
2x STUDS @ 16" OC, TYP.
DBL TOP PLATE, TYP.
2x10 LEDGER W/ (3) 16d NAILS
EA. STUD
SIMPSON LUS28 HANGER
E.N.
TRUSS PER PLAN, TYP.
TRUSS PER PLAN
SIMPSON CS16 x6'-0" STRAP W/ (10) 10d NAILS EA. END
AND 12" OC BETWEEN ENDS,
TYP.
TRUSS BLOCKING PER PLAN
BY MANUF.
SCREEN PER ARCH., TYP.HSS3x3x3
16 POST @ 6' OC (MAX.), TYP.
4" CAP PLATE, TYP.
L2x2x3
16 TOP & BOTTOM, TYP.
TYP.
TYP. 5
8"∅ THRU-BOLT TOP & BOTTOM, TYP.
ROOF SHEATHING
PER PLAN
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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
S8.11
07-12-24
SCREENWALL REVISION
AutoCAD SHX Text
OREGON
AutoCAD SHX Text 63202
AutoCAD SHX Text
EXPIRES: JUNE 30, 2026
AutoCAD SHX Text
NOT USED
3/4" = 1'-0"
S8.12
J ul
2, 4-
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G, J
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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
S8.12
07-12-24
SCREENWALL REVISION
AutoCAD SHX Text
OREGON
AutoCAD SHX Text 63202
AutoCAD SHX Text
EXPIRES: JUNE 30, 2026
AutoCAD SHX Text
| S2.10 R1 07-12-2024.pdf |
| S2.11 R1 07-12-2024.pdf |
| S8.11 R1 07-12-2024.pdf |
| S8.12 R1 07-12-2024.pdf |
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