Addendum 2 S-DASOBO-00008606 (OYA Regional Generator Replacement)_DOJ approved_for posting1.pdf
PDF 13 MB Posted
- Attached to
- OYA Regional Generator Replacement
- Solicitation number
- S-DASOBO-00008606
- Issued by
- Harney County, Jackson County, Lake County, Gladstone City, Amity City, Oregon
About this file
This document is Addendum 2 to the Invitation to Bid (ITB) for the OYA Regional Generator Replacement project in Oregon. The ITB solicits bids for the removal and replacement of generators at three youth correctional facilities located in Grants Pass, Burns, and Albany. The affected jurisdictions include Harney, Josephine, and Linn Counties, as well as the city of Albany. The bid responses are due by a specified date, and site visits and a bidder's conference may be required prior to submission. The contract will be awarded after the bid evaluation process, and the term of the contract, including any renewal options, is not specified.
The document does not provide details on pricing terms, set asides, incumbents, funding requirements and sources, or other salient information. It focuses solely on the scope of work and the bidding process for this generator replacement project across the three identified youth correctional facilities in Oregon.
View the file
Other files
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
ITB S-DASOBO-00008606 - Addendum #2 (Oregon Youth Authority Regional Generator Replacement) Page 1 of 3
Invitation to Bid
S-DASOBO-00008606
Solicitation Addendum #2
This Solicitation Addendum (“Addendum”) modifies the Bid Document(s) for Work only to the extent indicated herein. All other areas not specifically mentioned or affected by this Addendum shall remain in full force. The Addendum shall be added as part of the original Invitation to Bid.
This Addendum must be acknowledged by inserting its number on the appropriate blank lines in Section H of the Invitation to Bid, and by providing all required signatures prior to Bid Closing. Failure to do so may result in rejection of the Bidder’s Bid.
SECTION 1: PURPOSE
The purpose of this Addendum is to modify the Invitation to Bid Exhibit 7 Supplemental General Conditions, as well as to answer clarifying questions. Except as changed by this Addendum, all terms, conditions, scope of work, requirements, deadlines and other provisions in the original ITB and any previous addenda remain unchanged.
SECTION 2: MODIFICATIONS
New language is indicated by bold underlined font, deleted language is indicated by strikethrough font.
• Add the following to Exhibit 7 Supplemental General Conditions:
SGC-13. Section B.4, PERMITS is removed and revised to read as follows:
“Agency shall be responsible for obtaining the primary project building permit.
Contractor shall obtain and pay for all necessary trade permits and licenses, except for those specifically excluded in the Supplemental General Conditions, that are associated with the following: the project Work, temporary obstructions, enclosures, opening of streets for pipes, walls, utilities, environmental Work, etc., as required for the project. Contractor shall be responsible for all violations of the law, in connection with the project Work or caused by the obstruction of streets, sidewalks or other project site areas. Contractor shall provide all requisite notices to public authorities on a timely basis. The Contractor shall pay any and all royalties and license fees associated with these permits and licenses. The Contractor shall indemnify, hold harmless and defend the Owner, Owner’s Authorized Representative, Architect/Engineer, Architect/Engineer’s consultants, and their respective officers, directors, agents, employees, partners, members, stockholders and affiliated companies from any and all suits, claims or other actions associated with infringement of any patent or other proprietary rights associated with the Contractor’s Work on the project and these permits and licenses, consistent with the indemnification, hold harmless and defense provisions of Section G.1, Section K.3 and Section F.5.1 of the General Conditions, as modified by the Supplemental General Conditions or any other provisions of the Contract.”
(Oregon Youth Authority Regional Generator Replacement) Page 2 of 3
• The following revisions have been made to Attachment B – Plans. Revised Attachment B – Plans attached hereto:
o A0.1RV – ROGUE VALLEY – ORIENTATION & CODE PLANS:
Delete sheet A0.1RV in its entirety and substitute sheet A0.1RV as indicated in the attached
Revised Attachment B - Plans to this Addendum.
o A0.1OC – OAK CREEK – ORIENTATION & CODE PLANS:
Delete sheet A0.1OC in its entirety and substitute sheet A0.1OC as indicated in the attached
Revised Attachment B - Plans to this Addendum.
o A1.1OC – OAK CREEK – FLOOR PLANS & ELEVATIONS:
Delete sheet A1.1OC in its entirety and substitute sheet A1.1OC as indicated in the attached
Revised Attachment B - Plans to this Addendum.
o A2.1OC – OAK CREEK – REFLECTED CEILING PLANS:
Delete sheet A2.1OC in its entirety and substitute sheet A2.1OC as indicated in the attached
Revised Attachment B - Plans to this Addendum.
o A3.1OC – OAK CREEK – ROOF PLANS:
Delete sheet A3.1OC in its entirety and substitute sheet A3.1OC as indicated in the attached
Revised Attachment B - Plans to this Addendum.
o A0.1EO – EASTERN OREGON – ORIENTATION & CODE PLANS:
Delete sheet A0.1EO in its entirety and substitute sheet A0.1EO as indicated in the attached
Revised Attachment B - Plans to this Addendum.
o M1.1 – MECHANICAL PLAN – OAK CREEK:
Delete sheet M1.1 in its entirety and substitute sheet M1.1 as indicated in the attached
Revised Attachment B - Plans to this Addendum.
o E0.2 – BASIS OF DESIGN:
Delete sheet E0.2 in its entirety and substitute sheet E0.2 as indicated in the attached Revised
Attachment B - Plans to this Addendum.
o E4.1 – POWER PLAN – GENERATOR ROOM – OAK CREEK:
Delete sheet E4.1 in its entirety and substitute sheet E4.1 as indicated in the attached Revised
Attachment B - Plans to this Addendum.
o E4.4 – LIGHTING PLAN – GENERATOR ROOM – OAK CREEK:
Delete sheet E4.4 in its entirety and substitute sheet E4.4 as indicated in the attached Revised
Attachment B - Plans to this Addendum.
SECTION 3: QUESTIONS AND ANSWERS
1. Does DLR/OYA have any design requirements for the temporary generators?
• Design requirements for acceptable temporary generators are 300 kW, 480Y/277V, 3PH, 4W mobile diesel generators. Preliminary footprint sizes for acceptable 300kW, 480Y/277V mobile diesel generators include, but are not limited to (L x W x H):
Length Width Height Caterpillar (w/ trailer) 23’-8” 8’-5” 10’-6” Caterpillar (w/o trailer) 17’-5” 5’-0” 8’-8” Cummins 14’-0” 4’-8” 9’-1”
(Oregon Youth Authority Regional Generator Replacement) Page 3 of 3
*Note: the above table is only used as examples of acceptable generators. A substitution request is not required for alternate generator brands.
2. Can you please confirm that per B.4 in the GC’s that the Contractor is responsible for the building permits?
• Agency is responsible for the primary project building permit, as more particularly described in SGC-13 of the Supplemental General Conditions. Contractor is responsible for obtaining and paying for all trade permits and licenses, as more particularly described in SGC-13 of the Supplemental General Conditions.
2.RV
2.RV
RV.CRV.C
3.RV
3.RV
1.RV
1.RV
RV.DRV.D
RV.BRV.B
RV.A
RV.A
(EXST)
MECHANICAL
ROOM
A236
(EXST) LIFE
SAFETY
A231
(EXST)
ELECTRICAL
ROOM
A230
(EXST)
STORAGE
A232
(EXST)
GENERATOR
ROOM
A235 (EXST) OFFICE
A234
(EXST) LOW
VOLTAGE
A233
(EXST)
CORRIDOR
(EXST)
PERSONNEL
SALLYPORT
3B
INTERIOR COURTYARD SIDEEXTERIOR FIRE LANE SIDE
(EXST)
DUMPSTER
PAD
STAFF ENTRANCE FROM FIRE LANE
AREA OF WORK
AREA OF WORK
2 2
3A
(EXST) OFFICE
(EXST) WORK
AREA
(EXST)
RECEPTION
(EXST) LOBBY
(EXST)
CONFERENCE /
VISIT ROOM
(EXST)
CONTROL
(EXST)
CONFERENCE
(EXST)
ADMITTING
(EXST)
SALLYPORT
(EXST)
VOCATIONAL
EDUCATION
CLASSROOM
(EXST) TOILET
(EXST) OFFICE
(EXST)
SHOWER
(EXST)
STORAGE
A229
EXTERIOR FIRE LANE SIDE INTERIOR COURTYARD SIDE
GENERATOR ROOM
TEMPORARY SECURITY DIAGRAM
A1.1RV
4D
FB1
F B
FB2
FB2
FB2
FB2
F B
MAINTAIN EXISTING
1-HR OCCUPANCY
SEPARATION WALL
2 HOUR OCCUPANCY
SEPARATION WALL
MAINTAIN EXISTING
2-HR RATED WALL
FB1: 1-HOUR OCCUPANCY FIRE SEPARATION WALL
FB2: 2-HOUR OCCUPANCY FIRE SEPARATION WALL
FIRE BARRIER LEGEND
F B
F B
(EXST) LOW VOLTAGE ROOM
(EXST) OFFICE
(EXST) GENERATOR ROOM
(EXST) STORAGE
(EXST) STORAGE(EXST) MECHANICAL ROOM
(EXST) ELECTRICAL ROOM
(EXST) LIFE SAFETY
A1.1RV
5A
(EXST) LOW VOLTAGE ROOM
(EXST) OFFICE
(EXST) GENERATOR ROOM
(EXST) STORAGE
(EXST) STORAGE
(EXST) MECHANICAL ROOM
(EXST) ELECTRICAL ROOM
(EXST) LIFE SAFETY
EXTERIOR FIRE LANE SIDE INTERIOR COURTYARD SIDE
SW2 SECONDARY SECURITY WALLS
(Restraint / Staff Protection)
SW3 TERTIARY SECURITY WALLS
SW1 PRIMARY SECURITY WALLS
(Glass / Mech / Hardware / Movement Doors
SECURITY WALL LEGEND
SW2
S W
S W
SW1
SW1
S W
2SW2
S W
SW1
S W
SW1
SW1
S W
S W
S
W
S W
S W
SW1
S W
SW1
S W
SW1 S
W
S W
S W
S W
S W
SW1
SW1
SW1
SW1
SW1
S W
S
W
SW1
SW1
SW1
S W
SW1
S W
S W
S W
S W
S W
S W
S W
S W
S W
SW2
SW2
SW2 SW2
S W
S W
S W
S W
S W
S W
S W
SW2
SW2
SW2
SW2
SW2
SW2
S W
S W
S W
SW2
SW2
S W
SW2
SW2
SW2
SW3
SW3
SW3
SW3
SW3
SW3
S W
S W
S W
S W
S W
S W
S W
S W
SW3
SW3
SW3
SW1
SW1
S W
SW1
S W
S W
S W
2 SW2
SW2
SW2
S W
SW2
SW2
S W
S W
S W
A1.1RV
5BVIF
10' - 0"
V
IF
(E X
S T
F
IR
E
L A
N E
B O
U N
D A
R Y
VIF
24' - 0"
(EXST) EQUIPMENT STORAGE
M A
X
8' - 5" MAX
TEMPORARY GENERATOR
ADD-02
SECURITY & FIRE WALL LEGEND
SW2: SECONDARY SECURITY WALLS
(Restraint/Staff Protection)
SW1: PRIMARY SECURITY WALLS
(Glass / Mech / Hardware / Movement Doors)
FB2: 2-HOUR OCCUPANCY
FIRE SEPARATION WALL
FB1: 1-HOUR OCCUPANCY
FIRE SEPARATION WALL
SW3: TERTIARY SECURITY WALLS
TEMPORARY SECURITY NOTES
TO MAINTAIN 2-LOCKABLE-DOOR SECURITY SEPARATION
BETWEEN YOUTH CORRECTIONAL FACILITY AND EXTERIOR AT
ALL TIMES, THE CONTRACTOR SHALL FOLLOW THE NECESSARY
STEPS TO ACCESS AND SECURE THE AREA OF WORK DURING
CONSTRUCTION:
1. INITIALLY, CONTRACTOR TO GO THROUGH STAFF ENTRANCE
AND PERSONNEL SALLYPORT (MUST BE BUZZED IN BY
OREGON YOUTH AUTHORITY SECURITY CONTROL, WITH
PERMISSION FROM AUTHORIZED FIELD REPRESENTATIVE).
2. OREGON YOUTH AUTHORITY SECURITY CONTROL CAN OPEN
BOTH DOORS OF THE PERSONNEL SALLYPORT IF/WHEN THE
INTERIOR COURTYARD IS CLEARED, TO ALLOW
CONTRACTOR TO TRANSPORT CONTRUCTION TOOLS AND
MATERIALS.
3. ONCE INSIDE THE DESIGNATED AREA OF WORK,
CONTRACTOR TO ERECT A LOCKOUT DOOR, IN PLACE OF
REMOVED LOUVER, SO THAT THE LOCKABLE DOOR CANNOT
BE OPENED FROM THE GENERATOR ROOM SIDE. LOCKOUT
DOOR MUST BE UNLOCKED FROM THE EXTERIOR SIDE (FIRE
LANE SIDE OF THE DOOR) ONLY. CONTRACTOR TO ALSO
ERECT TEMPORARY WALL AND LOCKABLE DOOR IN EXISTING
STORAGE ROOM.
A. INTERIOR SECURITY WALL 3A TO HAVE 5/8" PLYWOOD
SHEATHING ON BOTH SIDES OF STUD, SET AT 12"
CENTERS. TEMPORARY SECURITY DOOR TO BE
SECURED WITH A PAD-LOCK AND SECURITY
FASTENERS.
B. CONSTRUCT TEMPORARY WALL 3B AFTER
TEMPORARY GENERATOR IS INSTALLED AND
ACCEPTED FOR USE. TEMPORARY WALL 3B TO HAVE
5/8" PLYWOOD SHEATHING ON BOTH SIDES OF STUD,
SET AT 12" CENTERS. TEMPORARY SECURITY DOOR
TO BE SECURED WITH PAD-LOCK AND SECURITY
FASTENERS.
4. ONCE LOCKOUT DOORS/TEMPORARY WALLS ARE
ESTABLISHED, CONTRACTOR CAN USE THEIR OWN KEYS TO
UNLOCK THE TEMPORARY LOCKABLE DOORS AND ACCESS
THE GENERATOR ROOM FROM THE EXTERIOR SIDE (FIRE
LANE SIDE). CONTRACTOR TO CARRY OUT WORK IN
HATCHED AREA, AS NEEDED.
5. DOOR BETWEEN ROOM A230 AND ROOM A229 IS TO REMAIN
LOCKED AT ALL TIMES, EXCEPT AS APPROVED BY OWNER.
6. ALL OTHER SPACES ACCESSED BY OWNER ESCORT, ONLY.
7. AFTER NEW GENERATOR AND EXTERIOR OPERABLE WALL
LOUVER IS INSTALLED, USE ROUTE NUMBER 1 FOR THE
REMAINDER OF THE PROJECT.
8. CONTRACTOR TO ENSURE ROOF OPENING IS SECURED WITH
PLYWOOD AT THE THE END OF EACH DAY.
9. FOR EACH LOCATION, CONTRACTOR SHALL WORK WITH
OWNER TO DETERMINE THE BEST LOCATION AND MEANS OF
INSTALLING/SECURING TEMPORARY WALLS AND CEILINGS.
10. FOR EACH LOCATION, CONTRACTOR TO VERIFY TEMPORARY
GENERATOR FOOTPRINT AND LOCATION WITH OWNER AND
AUTHORITY HAVING JURISDICTION (AHJ).
D
L R
G ro u p
REVISIONS
KEY PLAN
A B C D E F
O Y
A R
E G
IO
N
A L G
E N
E R
A T
O R
R E
P L A
C E
M E
N T
R O
G U
E V
A L L
E Y
Y O
U T
H C
O R
R E
C T
IO
N
A L F
A C
IL
IT
Y
O R
E G
O N
Y O
U T
H A
U T
H O
R
IT
Y N
E F
S T
G
R A
N T
S P
A S
S O
R
NORTH
/4 /2
:3
:3
P
M
A u to d e s k D o c s /7
-2
-0
O
Y A
R e g io n a l G e n e ra to r
R e p la c e m e n t/
-2
-0
O Y
A G e n e ra to r_ A
R
.r v t
#74-23108-00
JULY 11, 2023
CONSTRUCTION
DOCUMENTS
ROGUE VALLEY -
ORIENTATION &
CODE PLANS
A0.1RV
N
SCALE: 1/16" = 1'-0"A0.1RV
3D ROGUE VALLEY - TEMPORARY SECURITY DIAGRAM
SCALE: 1/32" = 1'-0"A0.1RV
5D ROGUE VALLEY - ORIENTATION PLAN
NN
N
ADD-02 12/5/2023
SCALE: 1/32" = 1'-0"A0.1RV
3B ROGUE VALLEY - FIRE SEPARATION DIAGRAM
SCALE: 1/32" = 1'-0"A0.1RV
5B ROGUE VALLEY - TEMPORARY SECURITY DIAGRAM
ADD-02
2.OC
C.OCC.OC
3.OC
3.OC
1.OC
1.OC
D.OC
D.OC
B.OCB.OC
A.OCA.OC
3C
INTERIOR COURTYARD SIDEEXTERIOR FIRE LANE SIDE
STAFF ENTRANCE FROM FIRE LANE
AREA OF WORK
AREA OF WORK
2 2
(EXST)
CLASSROOM
A229
(EXST)
MECHANICAL
ROOM
A236
(EXST) LIFE
SAFETY
A231
(EXST)
ELECTRICAL
ROOM
A230
(EXST)
STORAGE
A232
(EXST)
GENERATOR
ROOM
A235
(EXST) OFFICE
A234
(EXST) LOW
VOLTAGE
A233
(EXST)
CORRIDOR
(EXST)
PERSONNEL
SALLYPORT
(EXST)
DUMPSTER
PAD
(EXST) OFFICE
(EXST) WORK
AREA
(EXST)
RECEPTION
(EXST) LOBBY
(EXST)
CONFERENCE /
VISIT ROOM
(EXST)
CONTROL
(EXST)
CONFERENCE
(EXST)
ADMITTING
(EXST)
SALLYPORT
3A
(EXST)
HOLDING
(EXST)
HOLDING
(EXST)
CORRIDOR (EXST)
STORAGE
(EXST)
STORAGE
(EXST) VISIT /
WAIT
(EXST)
HOLDING
(EXST)
HOLDING
(EXST) TOILET
(EXST) OFFICE
(EXST)
SECURE FILES
(EXST) OFFICE
(EXST)
CORRIDOR
(EXST) OFFICE (EXST)
STORAGE
(EXST)
WAITING(EXST) OFFICE
(EXST)
SHOWER
(EXST) TOILET
(EXST) TOILET
3B
EXTERIOR FIRE LANE SIDE INTERIOR COURTYARD SIDE
GENERATOR ROOM
T E
M P
O R
A R
Y S
E C
U R
IT
Y
D
IA
G R
A M
T E
M P
O R
A R
Y S
E C
U R
IT
Y
D
IA
G R
A M
(EXST)
MECHANICAL
ROOM
(EXST)
ELECTRICAL
ROOM
(EXST) LIFE
SAFETY
(EXST)
STORAGE
(EXST)
GENERATOR
ROOM
(EXST) OFFICE
(EXST) LOW
VOLTAGE
FB1
F B
FB2
FB2
FB2
FB2
F B
MAINTAIN EXISTING
1-HR OCCUPANCY
SEPARATION WALL
2 HOUR OCCUPANCY
SEPARATION WALL
MAINTAIN EXISTING
2-HR RATED WALL
F B
F B
FB1
FB1: 1-HOUR OCCUPANCY FIRE SEPARATION WALL
FB2: 2-HOUR OCCUPANCY FIRE SEPARATION WALL
FIRE BARRIER LEGEND
(EXST) CLASSROOM
A1.1OC
5A
SW2
S W
S W
SW1
SW1
S W
S W
SW2
S W
SW1
S W
SW1
SW1
S W
S W
S
W
S W
S W
S W
SW1
S W
SW1
S W
SW1
SW1
S W
S W
S W
S W
S W
SW1
SW1
SW1
SW1
SW1
S W
S
W
SW1
SW1
SW1
S W
SW1
SW1
S W
S W
S W
S W
S W
S W
S W
S W
S W
S W
S W
SW2
SW2
SW2 SW2
S W
S W
S W
S W
S W
S W
S W
SW2
SW2
SW2
SW2
SW2
SW2
S W
S W
S W
S W
SW2
SW2
SW2
S W
SW2
SW2
SW2
SW3
SW3
SW3
SW3
SW3
SW3
S W
S W
S W
S W
S W
S W
S W
S W
SW3
SW3
SW3
EXTERIOR FIRE LANE SIDE INTERIOR COURTYARD SIDE
(EXST) GENERATOR
ROOM
(EXST) MECHANICAL ROOM
(EXST) ELECTRICAL ROOM
(EXST) LIFE SAFETY
(EXST) LOW VOLTAGE ROOM
(EXST) STORAGE
(EXST) CLASSROOM
(EXST) OFFICE
SW2 SECONDARY SECURITY WALLS
(Restraint / Staff Protection)
SW3 TERTIARY SECURITY WALLS
SW1 PRIMARY SECURITY WALLS
(Glass / Mech / Hardware / Movement Doors
SECURITY WALL LEGEND
A1.1OC
5B
M A
X
8' - 5" MAX
TEMPORARY GENERATOR
VIF
32' - 0"
(E X
S T
F
IR
E
L A
N E
VIF
20' - 0" MIN
ADD-02
TEMPORARY SECURITY NOTES
TO MAINTAIN 2-LOCKABLE-DOOR SECURITY SEPARATION
BETWEEN YOUTH CORRECTIONAL FACILITY AND EXTERIOR AT
ALL TIMES, THE CONTRACTOR SHALL FOLLOW THE NECESSARY
STEPS TO ACCESS AND SECURE THE AREA OF WORK DURING
CONSTRUCTION:
1. INITIALLY, CONTRACTOR TO GO THROUGH STAFF ENTRANCE
AND PERSONNEL SALLYPORT (MUST BE BUZZED IN BY
OREGON YOUTH AUTHORITY SECURITY CONTROL, WITH
PERMISSION FROM AUTHORIZED FIELD REPRESENTATIVE).
2. OREGON YOUTH AUTHORITY SECURITY CONTROL CAN OPEN
BOTH DOORS OF THE PERSONNEL SALLYPORT IF/WHEN THE
INTERIOR COURTYARD IS CLEARED, TO ALLOW
CONTRACTOR TO TRANSPORT CONTRUCTION TOOLS AND
MATERIALS.
3. ONCE INSIDE THE DESIGNATED AREA OF WORK,
CONTRACTOR TO ERECT A LOCKOUT DOOR, IN PLACE OF
REMOVED LOUVER, SO THAT THE LOCKABLE DOOR CANNOT
BE OPENED FROM THE GENERATOR ROOM SIDE. LOCKOUT
DOOR MUST BE UNLOCKED FROM THE EXTERIOR SIDE (FIRE
LANE SIDE OF THE DOOR) ONLY. CONTRACTOR TO ALSO
ERECT TEMPORARY WALL AND LOCKABLE DOOR IN EXISTING
STORAGE ROOM.
A. INTERIOR SECURITY WALL 3A TO HAVE 5/8" PLYWOOD
SHEATHING ON BOTH SIDES OF STUD, SET AT 12"
CENTERS. TEMPORARY SECURITY DOOR TO BE
SECURED WITH A PAD-LOCK AND SECURITY
FASTENERS.
B. CONSTRUCT TEMPORARY WALL 3B AS A 90 DEGREE
WALL RETURNING BACK TO ROOM A231. TEMPORARY
WALL 3C TO BE A SHEET OF 3/4" PLYWOOD,
SCREWED DIRECTLY INTO THE STORAGE RACKS IN
THE ROOM (SEE PHOTO OF STORAGE RACK AND
DOOR INTO A231).
C. CONSTRUCT TEMPORARY WALL 3C AFTER
TEMPORARY GENERATOR IS INSTALLED AND
ACCEPTED FOR USE. TEMPORARY WALL 3B TO HAVE
5/8" PLYWOOD SHEATHING ON BOTH SIDES OF STUD,
SET AT 12" CENTERS. TEMPORARY SECURITY DOOR
TO BE SECURED WITH PAD-LOCK AND SECURITY
FASTENERS.
4. ONCE LOCKOUT DOORS/TEMPORARY WALLS ARE
ESTABLISHED, CONTRACTOR CAN USE THEIR OWN KEYS TO
UNLOCK THE TEMPORARY LOCKABLE DOORS AND ACCESS
THE GENERATOR ROOM FROM THE EXTERIOR SIDE (FIRE
LANE SIDE). CONTRACTOR TO CARRY OUT WORK IN
HATCHED AREA, AS NEEDED.
5. DOOR BETWEEN ROOM A230 AND ROOM A229 IS TO REMAIN
LOCKED AT ALL TIMES, EXCEPT AS APPROVED BY OWNER.
6. ALL OTHER SPACES ACCESSED BY OWNER ESCORT, ONLY.
7. AFTER NEW GENERATOR AND EXTERIOR OPERABLE WALL
LOUVER IS INSTALLED, USE ROUTE NUMBER 1 FOR THE
REMAINDER OF THE PROJECT.
8. CONTRACTOR TO ENSURE ROOF OPENING IS SECURED WITH
PLYWOOD AT THE THE END OF EACH DAY.
9. FOR EACH LOCATION, CONTRACTOR SHALL WORK WITH
OWNER TO DETERMINE THE BEST LOCATION AND MEANS OF
INSTALLING/SECURING TEMPORARY WALLS AND CEILINGS.
10. FOR EACH LOCATION, CONTRACTOR TO VERIFY TEMPORARY
GENERATOR FOOTPRINT AND LOCATION WITH OWNER AND
AUTHORITY HAVING JURISDICTION (AHJ).
SECURITY & FIRE WALL LEGEND
SW2: SECONDARY SECURITY WALLS
(Restraint/Staff Protection)
SW1: PRIMARY SECURITY WALLS
(Glass / Mech / Hardware / Movement Doors)
FB2: 2-HOUR OCCUPANCY
FIRE SEPARATION WALL
FB1: 1-HOUR OCCUPANCY
FIRE SEPARATION WALL
SW3: TERTIARY SECURITY WALLS
STORAGE RACK & DOOR A231
ROOM A231
EXISTING STORAGE RACK
D
L R
G ro u p
REVISIONS
KEY PLAN
A B C D E F
O Y
A R
E G
IO
N
A L G
E N
E R
A T
O R
R E
P L A
C E
M E
N T
O A
K C
R E
E K
Y O
U T
H C
O R
R E
C T
IO
N
A L F
A C
IL
IT
Y
A L
T E
R N
A T
E N
O
O R
E G
O N
Y O
U T
H A
U T
H O
R
IT
Y L
O C
H N
E R
R O
A D
S E
A L B
A N
Y O
R
NORTH
/4 /2
:3
:2
P
M
A u to d e s k D o c s /7
-2
-0
O
Y A
R e g io n a l G e n e ra to r
R e p la c e m e n t/
-2
-0
O Y
A G e n e ra to r_ A
R
.r v t
#74-23108-00
JULY 11, 2023
CONSTRUCTION
DOCUMENTS
OAK CREEK -
ORIENTATION &
CODE PLANS
A0.1OC
SCALE: 1/16" = 1'-0"A0.1OC
3D OAK CREEK - TEMPORARY SECURITY PLAN
N
SCALE: 1/32" = 1'-0"A0.1OC
5D OAK CREEK - ORIENTATION PLAN
N
ADD-02 12/5/2023
SCALE: 1/32" = 1'-0"A0.1OC
3A OAK CREEK - FIRE SEPARATION DIAGRAM
SCALE: 1/32" = 1'-0"A0.1OC
5B OAK CREEK - SECURITY SEPARATION DIAGRAM
N N
ADD-02
N O
R T
H
NORTH N
O
R T
H
JULY 11, 202307/11/2023
GENERAL ARCHITECTURAL NOTES
1. FURNISH AND INSTALL FIRE-TREATED WOOD BLOCKING OR
METAL BACKING PLATE IN METAL STUD PARTITIONS FOR THE
PROPER ANCHORAGE OF ALL WALL ATTACHED ITEMS; I.E.
TOILET ACCESSORIES, CASEWORK, MILLWORK, WALL-
MOUNTED FIXTURES, MARKER BOARDS, TACK BOARDS, DOOR
STOPS, AUDIO VISUAL BRACKETS, AND OTHER WALL ATTACHED
ITEMS.
2. SCRIBE GYPSUM WALL BOARD OF WALLS AND PARTITIONS TO
IRREGULARITIES OF DECK ABOVE. SEAL TIGHTLY AROUND ALL
PENETRATIONS.
(EXST)
CLASSROOM
A229
(EXST)
MECHANICAL
ROOM
A236
(EXST) LIFE
SAFETY
A231
(EXST)
ELECTRICAL
ROOM
A230
(EXST)
STORAGE
A232
(EXST)
GENERATOR
ROOM
A235
(EXST) OFFICE
A234
(EXST) LOW
VOLTAGE
A233
A1.1OC 5E
2.OC
2.OC
5A
A1.4OC
5C
A1.1OC
C.OCC.OC
3.OC
3.OC
1.OC
1.OC
D.OCD.OC
B.OCB.OC
A.OC
A.OC
/4
/8
/4
/1
"17' - 10"
V
IF
/4
/4
V
IF
18' - 7" 17' - 11"
OFFICE WAITINGEXAMEXAM
MATCHLINE A
MATCHLINE A
MATCHLINE B MATCHLINE B
INSTALL OPERABLE
WALL LOUVER
OVERHEAD JOIST
OVERHEAD JOIST
OVERHEAD JOIST
OVERHEAD JOIST
OVERHEAD JOIST
OVERHEAD JOIST
GRAVITY VENTILATOR
ROUGH OPENING ABOVE
TOILETSHOWER
BRACED FRAME
GENERATOR
ASSEMBLY
CENTER GENERATOR
AND LOUVER AT
ROOM CENTERLINE
A9.1
2B
A9.1
2B
INSTALL NEW CONC. EQUIPMENT
PAD TO MATCH NEW GENERATOR
PAD REQUIREMENTS
A9.1
3A
A9.1
3A
(EXST) MUFFLER/EXHAUST
ASSEMBLY PENETRATION TO
REMAIN
1' - 10"
E Q
E Q
VIF
2' - 0" 12' - 11 1/2" 3' - 0" MIN.
E Q
E Q
DOCKING STATION -
SEE ELECTRICAL
FUEL FILL PANEL -
SEE ELECTRICAL
DEMOLITION GENERAL NOTES
THE CONTRACTOR SHALL:
A. COORDINATE ALL DEMOLITION AND PHASING EFFORTS WITH THE
OWNER’S REPRESENTATIVE. EVERY EFFORT SHALL BE MADE TO
MINIMIZE DISRUPTION OF OWNER’S OPERATIONS. EXCESSIVE
NOISE OR VIBRATION SHALL BE PRE-APPROVED AND
COORDINATED WITH THE OWNER’S REPRESENTATIVE. IN ALL
CASES, PROVISIONS SHALL BE MADE FOR USER’S SAFETY.
B. COORDINATE ANY DISRUPTION OF UTILITY SERVICES WITH THE
OWNER AND AS SPECIFIED.
C. CONSTRUCT TEMPORARY CONSTRUCTION PARTITIONS WITHIN
THE EXISTING BUILDING WHICH OFFER A ONE-HOUR ENCLOSURE
TO ISOLATE ANY DEMOLITION/CONSTRUCTION WORK FROM THE
GENERAL PUBLIC AND AS DEEMED NECESSARY BY THE OWNER
AND CODE OFFICIAL HAVING JURISDICTION. COORDINATE
LOCATIONS WITH THE OWNER AND MAINTAIN MEANS OF EGRESS
THROUGHOUT THE WORK.
D. MAINTAIN A SECURE, WEATHER-TIGHT ENCLOSURE AT ALL
TIMES.
E. VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND
ELEVATIONS AND NOTIFY THE ARCHITECT OF ANY
DISCREPANCIES.
F. REMOVE IN THEIR ENTIRETY ALL ITEMS, AS REQUIRED TO
EXECUTE THE DEMOLITION/CONSTRUCTION WORK DESCRIBED
BY THE DRAWINGS.
G. THE OWNER SHALL RESERVE THE RIGHT TO SALVAGE ANY
MATERIALS.
H. PROVIDE PROTECTION FOR ALL EXISTING BUILDING MATERIALS
AND EQUIPMENT FROM DAMAGE DUE TO ANY DEMOLITION OR
CONSTRUCTION-RELATED INCIDENT PERFORMED UNDER THIS
CONTRACT.
I. REPAIR OR REPLACE ITEMS THAT ARE DAMAGED AS A RESULT
OF DEMOLITION OR CONSTRUCTION TO MATCH EXISTING FINISH
AND/OR CONDITION.
J. EXISTING MATERIALS SHALL NOT BE REUSED UNLESS NOTED
OTHERWISE OR AS AUTHORIZED BY ARCHITECT.
K. VERIFY AND MAINTAIN THE LOCATION OF EXISTING POWER,
COMMUNICATION AND DATA CABLES TO PREVENT
INTERRUPTION OF THEIR SERVICE.
L. PATCH FLOOR, WALL AND CEILING PENETRATIONS RESULTING
FROM REMOVAL OR RE-ROUTING OF NEW OR EXISTING PIPING,
DUCTWORK, CONDUIT, AND OTHER ITEMS, AS REQUIRED TO
MAINTAIN FIRE-RESISTANCE-RATED SEPARATIONS. FINISH AS
REQUIRED FOR NEW OR EXISTING ADJACENT SURFACES.
M. CAP ALL DISCONNECTED MECHANICAL PIPING LINES WITHIN THE
WALL OR FLOOR. PATCH AND FINISH AS REQUIRED TO MATCH
NEW OR EXISTING ADJACENT SURFACES.
N. SEE MECHANICAL AND ELECTRICAL DRAWINGS AND NOTES FOR
FURTHER SEQUENCING AND SCOPE OF WORK.
O. WHERE PLASTER/STUD WALLS ARE INDICATED TO BE REMOVED,
PREPARE ADJACENT WALLS TO RECEIVE NEW PATCH/FINISH BY
SAWCUTTING ADJACENT PLASTER FINISH A MINIMUM OF 1'-0"
BEYOND DEMOLITION.
DEMOLITION NOTES APPLY TO ALL DEMOLITION SHEETS.
T .O
S
T U
D
/2
5A
A1.4OC
B.OCA.OC
OPERABLE WALL
LOUVER
INFILL WALL
V
IF
/2
1' - 8 1/4" VIF 10' - 2" VIF 7' - 0" VIF
DOCKING STATION -
SEE ELEC.
FUEL FILL PANEL - SEE ELEC.
(PROVIDE BLOCKING FOR FUEL
FILL PANEL ATTACHMENT)
EXISTING DOWNSPOUT
TO REMAIN
A1.4OC
5E
A1.4OC
2E
A9.1
2C
A9.1
3A
A9.1
3A
A1.4OC
4E
A1.4OC
3E
V
IF
V
IF
EXST REVEALS TO REMAIN
5A
A1.4OC
B.OCA.OC
23' - 11"
EQ EQ EQ
VIF
1' - 6 1/2" (+/-)
4' - 0"
12' - 11 3/4" (+/-) VIF
NEW
GENERATOR
ASSEMBLY
MUFFLER
ASSEMBLY
GRAVITY
VENTILATOR
BEYOND
VIF
1' - 8"
VIF
3' - 8 5/8" (+/-)
' 1
/4
V
IF
/2
V
IF
M A
T C
H
LI
N E
A
EQ EQ
A9.1
2E
MIN.
0' - 6"
MIN.
0' - 6"
M A
X
M
IN
NOTE: INSTALL NEW CONC.
EQUIPMENT PAD TO MATCH NEW
GENERATOR PAD REQUIREMENTS
A1.1OC 5E
2.OC
2.OC
5A
A1.4OC
5C
A1.1OC
C.OCC.OC
3.OC
3.OC
1.OC
1.OC
D.OCD.OC
B.OCB.OC
A.OC
A.OC
(EXST)
CLASSROOM
A229
(EXST)
MECHANICAL
ROOM
A236
(EXST) LIFE
SAFETY
A231
(EXST)
ELECTRICAL
ROOM
A230
(EXST)
STORAGE
A232
(EXST)
GENERATOR
ROOM
A235
(EXST) OFFICE
A234
(EXST) LOW
VOLTAGE
A233
/4
V
IF
/8
V
IF
/4
V
IF
V
IF
/1
V
IF
V
IF
V
IF
/4
1' - 8" VIF
9' - 0" VIF 7' - 2" VIF
/4
V
IF
V
IF
/4
18' - 7" 17' - 11"
OFFICE WAITINGEXAMEXAM
MATCHLINE A MATCHLINE A
MATCHLINE B MATCHLINE B
EXISTING MUFFLER PENETRATION
ABOVE TO REMAIN - SEE RCP FOR
LOCATION
(EXST) OVERHEAD JOIST
REMOVE (EXST) GENERATOR
ASSEMBLY, DUCTWORK, MUFFLER,
AND ASSOCIATED CONC. EQUIP. PAD
REMOVE EXISTING LOUVER
A9.1
2B
A9.1
2B
(EXST) OVERHEAD JOIST
(EXST) OVERHEAD JOIST
(EXST) OVERHEAD JOIST
(EXST) OVERHEAD JOIST
(EXST) OVERHEAD JOIST
(EXST) BRACED FRAME
(EXST) OVERHEAD JOIST
17' - 11 1/2" VIF
DEMO ATTACHED
SHROUD
REMOVE AND REPLACE EXST CEILING & WALL ASSEMBLIES TO
INSTALL JOIST REINFORCEMENTS - SEE RCPs & DETAIL A5/A9.1
2.OC
2.OC
C.OCC.OC
3.OC
3.OC
1.OC
1.OC
D.OCD.OC
B.OCB.OC
A.OC
A.OC
(EXST)
CLASSROOM
A229
(EXST)
MECHANICAL
ROOM
A236
(EXST) LIFE
SAFETY
A231
(EXST)
ELECTRICAL
ROOM
A230
(EXST)
STORAGE
A232
(EXST)
GENERATOR
ROOM
A235
(EXST) OFFICE
A234
(EXST) LOW
VOLTAGE
A233
MATCHLINE A MATCHLINE A
MATCHLINE B MATCHLINE B
MAINTAIN EXISTING
1-HR OCCUPANCY
SEPARATION WALL
2 HOUR OCCUPANCY
SEPARATION WALL
MAINTAIN EXISTING
2-HR RATED WALL
FB1
F B
FB2
FB2
FB2
FB2
F B
(EXST) FIRE EXTINGUISHER
2.OC
2.OC
C.OCC.OC
3.OC
3.OC
1.OC
1.OC
D.OCD.OC
B.OCB.OC
A.OC
A.OC
(EXST)
CLASSROOM
A229
(EXST)
MECHANICAL
ROOM
A236
(EXST) LIFE
SAFETY
A231
(EXST)
ELECTRICAL
ROOM
A230
(EXST)
STORAGE
A232
(EXST)
GENERATOR
ROOM
A235
(EXST) OFFICE
A234
(EXST) LOW
VOLTAGE
A233
MATCHLINE A MATCHLINE A
MATCHLINE B MATCHLINE B
S E
C O
N D
A R
Y S
E C
U R
IT
Y
W A
LL
S E
C O
N D
A R
Y S
E C
U R
IT
Y
W A
LL
P R
IM
A
R Y
S E
C U
R
IT
Y W
A
LL
S W
SW2
S W
SW1
SW2
S W
SW2
S W
SECURITY & FIRE WALL LEGEND
SW2: SECONDARY SECURITY WALLS
(Restraint/Staff Protection)
SW1: PRIMARY SECURITY WALLS
(Glass / Mech / Hardware / Movement Doors)
FB2: 2-HOUR OCCUPANCY
FIRE SEPARATION WALL
FB1: 1-HOUR OCCUPANCY
FIRE SEPARATION WALL
SW3: TERTIARY SECURITY WALLS
D
L R
G ro u p
REVISIONS
KEY PLAN
A B C D E F
O Y
A R
E G
IO
N
A L G
E N
E R
A T
O R
R E
P L A
C E
M E
N T
O A
K C
R E
E K
Y O
U T
H C
O R
R E
C T
IO
N
A L F
A C
IL
IT
Y
A L
T E
R N
A T
E N
O
O R
E G
O N
Y O
U T
H A
U T
H O
R
IT
Y L
O C
H N
E R
R O
A D
S E
A L B
A N
Y O
R
NORTH
/1
/2
:3
:5
P
M
A u to d e s k D o c s /7
-2
-0
O
Y A
R e g io n a l G e n e ra to r
R e p la c e m e n t/
-2
-0
O Y
A G e n e ra to r_ A
R
.r v t
#74-23108-00
JULY 11, 2023
CONSTRUCTION
DOCUMENTS
OAK CREEK -
FLOOR PLANS &
ELEVATIONS
A1.1OC
SCALE: 1/4" = 1'-0"A1.1OC
4D OAK CREEK - FLOOR PLAN
SCALE: 1/4" = 1'-0"A1.1OC
5E OAK CREEK - WEST ELEVATION
SCALE: 1/4" = 1'-0"A1.1OC
5C OAK CREEK SECTION DIAGRAM - N-S
SCALE: 1/4" = 1'-0"A1.1OC
4A OAK CREEK - DEMO PLAN
SCALE: 1/8" = 1'-0"A1.1OC
5A OAK CREEK - FIRE SEPARATION DIAGRAM
SCALE: 1/8" = 1'-0"A1.1OC
5B OAK CREEK - SECURITY SEPARATION DIAGRAM
N N
N N
REVISIONS
07/11/2023
CD OWNER
REVIEW
CONSTRUCTION
DOCUMENTS
T .O
S
T U
D
/2
5A
A1.4OC
B.OCA.OC
OPERABLE WALL
LOUVER
INFILL WALL
V
IF
/2
1' - 8 1/4" VIF 10' - 2" VIF 7' - 0" VIF
DOCKING STATION -
SEE ELEC.
FUEL FILL PANEL - SEE ELEC.
(PROVIDE BLOCKING FOR FUEL
FILL PANEL ATTACHMENT)
EXISTING DOWNSPOUT
TO REMAIN
A1.4OC
5E
A1.4OC
2E
A9.1
2C
A9.1
3A
A9.1
3A
A1.4OC
4E
A1.4OC
3E
V
IF
V
IF
EXST REVEALS TO REMAIN
SEE ELEC.
3' - 0"
SCALE: 1/4" = 1'-0"A1.1OC
5E OAK CREEK - WEST ELEVATION
T .O
S
T U
D
/2
5A
A1.4OC
B.OCA.OC
OPERABLE WALL
LOUVER
INFILL WALL
V
IF
/2
1' - 8 1/4" VIF 10' - 2" VIF 7' - 0" VIF
DOCKING STATION -
SEE ELEC.
FUEL FILL PANEL - SEE ELEC.
(PROVIDE BLOCKING FOR FUEL
FILL PANEL ATTACHMENT)
EXISTING DOWNSPOUT
TO REMAIN
A1.4OC
5E
A1.4OC
2E
A9.1
2C
A9.1
3A
A9.1
3A
A1.4OC
4E
A1.4OC
3E
V
IF
V
IF
EXST REVEALS TO REMAIN
SEE ELEC.
3' - 0"
5A
A1.4OC
B.OCA.OC
23' - 11"
EQ EQ EQ
5' - 2"
MUFFLER TAIL TO EDGE OF VENTILATOR
10' - 0" MIN. HORIZONTAL DISTANCE
VIF
1' - 6 1/2" (+/-)
4' - 0"
12' - 11 3/4" (+/-) VIF
NEW
GENERATOR
ASSEMBLY
MUFFLER
ASSEMBLY
GRAVITY
VENTILATOR
BEYOND
VIF
1' - 8"
VIF
3' - 8 5/8" (+/-)
' 1
/4
V
IF
M A
T C
H
LI
N E
A
EQ EQ
A9.1
2E
MIN.
0' - 6"
MIN.
0' - 6"
M A
X
M
IN
NOTE: INSTALL NEW CONC.
EQUIPMENT PAD TO MATCH NEW
GENERATOR PAD REQUIREMENTS
SCALE: 1/4" = 1'-0"A1.1OC
5E OAK CREEK - WEST ELEVATION
SCALE: 1/4" = 1'-0"A1.1OC
5C OAK CREEK SECTION DIAGRAM - N-S
/2
V
IF
N O
R T
H
ADD-02 12/5/2023
GENERAL ARCHITECTURAL NOTES
1. FURNISH AND INSTALL FIRE-TREATED WOOD BLOCKING OR
METAL BACKING PLATE IN METAL STUD PARTITIONS FOR THE
PROPER ANCHORAGE OF ALL WALL ATTACHED ITEMS; I.E.
TOILET ACCESSORIES, CASEWORK, MILLWORK, WALL-
MOUNTED FIXTURES, MARKER BOARDS, TACK BOARDS, DOOR
STOPS, AUDIO VISUAL BRACKETS, AND OTHER WALL ATTACHED
ITEMS.
2. SCRIBE GYPSUM WALL BOARD OF WALLS AND PARTITIONS TO
IRREGULARITIES OF DECK ABOVE. SEAL TIGHTLY AROUND ALL
PENETRATIONS.
DEMOLITION GENERAL NOTES
THE CONTRACTOR SHALL:
A. COORDINATE ALL DEMOLITION AND PHASING EFFORTS WITH THE
OWNER’S REPRESENTATIVE. EVERY EFFORT SHALL BE MADE TO
MINIMIZE DISRUPTION OF OWNER’S OPERATIONS. EXCESSIVE
NOISE OR VIBRATION SHALL BE PRE-APPROVED AND
COORDINATED WITH THE OWNER’S REPRESENTATIVE. IN ALL
CASES, PROVISIONS SHALL BE MADE FOR USER’S SAFETY.
B. COORDINATE ANY DISRUPTION OF UTILITY SERVICES WITH THE
OWNER AND AS SPECIFIED.
C. CONSTRUCT TEMPORARY CONSTRUCTION PARTITIONS WITHIN
THE EXISTING BUILDING WHICH OFFER A ONE-HOUR ENCLOSURE
TO ISOLATE ANY DEMOLITION/CONSTRUCTION WORK FROM THE
GENERAL PUBLIC AND AS DEEMED NECESSARY BY THE OWNER
AND CODE OFFICIAL HAVING JURISDICTION. COORDINATE
LOCATIONS WITH THE OWNER AND MAINTAIN MEANS OF EGRESS
THROUGHOUT THE WORK.
D. MAINTAIN A SECURE, WEATHER-TIGHT ENCLOSURE AT ALL
TIMES.
E. VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND
ELEVATIONS AND NOTIFY THE ARCHITECT OF ANY
DISCREPANCIES.
F. REMOVE IN THEIR ENTIRETY ALL ITEMS, AS REQUIRED TO
EXECUTE THE DEMOLITION/CONSTRUCTION WORK DESCRIBED
BY THE DRAWINGS.
G. THE OWNER SHALL RESERVE THE RIGHT TO SALVAGE ANY
MATERIALS.
H. PROVIDE PROTECTION FOR ALL EXISTING BUILDING MATERIALS
AND EQUIPMENT FROM DAMAGE DUE TO ANY DEMOLITION OR
CONSTRUCTION-RELATED INCIDENT PERFORMED UNDER THIS
CONTRACT.
I. REPAIR OR REPLACE ITEMS THAT ARE DAMAGED AS A RESULT
OF DEMOLITION OR CONSTRUCTION TO MATCH EXISTING FINISH
AND/OR CONDITION.
J. EXISTING MATERIALS SHALL NOT BE REUSED UNLESS NOTED
OTHERWISE OR AS AUTHORIZED BY ARCHITECT.
K. VERIFY AND MAINTAIN THE LOCATION OF EXISTING POWER,
COMMUNICATION AND DATA CABLES TO PREVENT
INTERRUPTION OF THEIR SERVICE.
L. PATCH FLOOR, WALL AND CEILING PENETRATIONS RESULTING
FROM REMOVAL OR RE-ROUTING OF NEW OR EXISTING PIPING,
DUCTWORK, CONDUIT, AND OTHER ITEMS, AS REQUIRED TO
MAINTAIN FIRE-RESISTANCE-RATED SEPARATIONS. FINISH AS
REQUIRED FOR NEW OR EXISTING ADJACENT SURFACES.
M. CAP ALL DISCONNECTED MECHANICAL PIPING LINES WITHIN THE
WALL OR FLOOR. PATCH AND FINISH AS REQUIRED TO MATCH
NEW OR EXISTING ADJACENT SURFACES.
N. SEE MECHANICAL AND ELECTRICAL DRAWINGS AND NOTES FOR
FURTHER SEQUENCING AND SCOPE OF WORK.
O. WHERE PLASTER/STUD WALLS ARE INDICATED TO BE REMOVED,
PREPARE ADJACENT WALLS TO RECEIVE NEW PATCH/FINISH BY
SAWCUTTING ADJACENT PLASTER FINISH A MINIMUM OF 1'-0"
BEYOND DEMOLITION.
DEMOLITION NOTES APPLY TO ALL DEMOLITION SHEETS.
A1.1OC 5E
2.OC
2.OC
5A
A1.4OC
5C
A1.1OC
C.OCC.OC
3.OC
3.OC
1.OC
1.OC
D.OC
D.OC
B.OCB.OC
A.OCA.OC
18' - 7" 17' - 11"
E Q
E Q
E Q
E Q
E Q
E Q
EXISTING JOIST
EXISTING BRACED FRAME
EXISTING JOIST EXISTING JOIST
EXISTING JOISTEXISTING JOIST
EXISTING JOIST
EXISTING JOIST
EXISTING JOIST
EXISTING JOIST
EXISTING JOIST
EXISTING JOIST
V
IF
V
IF
/4
V
IF
(EXST) MUFFLER
PENETRATION TO REMAIN
(EXST) LIFE
SAFETY
A231
(EXST)
ELECTRICAL
ROOM
A230
(EXST)
MECHANICAL
ROOM
A236
(EXST)
CLASSROOM
A229
(EXST)
STORAGE
A232
(EXST) LOW
VOLTAGE
A233
(EXST) OFFICE
A234
(EXST)
GENERATOR
ROOM
A235
/4
V
IF
V
IF
/4
REMOVE MUFFLER ABOVE
ROOF - SEE ROOF PLANS
4' - 9" (+/-) VIF
RELOCATE (EXST)
LIGHT STRIP
REMOVE ATTACHED
SHROUD
1' - 8" VIF 10' - 3 1/2" (+/-) VIF
V
IF
V
IF
/4
A1.1OC 5E
2.OC
2.OC
5A
A1.4OC
5C
A1.1OC
C.OCC.OC
3.OC
3.OC
1.OC
1.OC
D.OCD.OC
B.OCB.OC
A.OCA.OC
MECH R.O. LENGTH
6' - 0"
M E
C H
R .O
W
ID
T
H
EXISTING JOIST
EXISTING BRACED FRAME
1' - 10"
E Q
E Q
E Q
18' - 7" 17' - 11"
(EXST) MUFFLER
PENETRATION
E Q
E Q
E Q
S U
S P
. L T
G
V
IF
S U
S P
. L T
G
V
IF
(EXST) OFFICE
A234
(EXST) LIFE
SAFETY
A231
(EXST)
ELECTRICAL
ROOM
A230
(EXST)
MECHANICAL
ROOM
A236
(EXST)
CLASSROOM
A229
(EXST)
STORAGE
A232
(EXST) LOW
VOLTAGE
A233
(EXST) OFFICE
A234
(EXST)
GENERATOR
ROOM
A235
EXISTING JOIST
EXISTING JOIST
EXISTING JOIST
EXISTING JOIST
EXISTING JOIST
EXISTING JOIST
VIF
4' - 9"
VIF
4' - 4"
RELOCATED LIGHT
V
IF
GRAVITY VENTILATOR ROUGH OPENING -
SEE ROOF PLANS & 5A/A9.1
D
L R
G ro u p
REVISIONS
KEY PLAN
A B C D E F
O Y
A R
E G
IO
N
A L G
E N
E R
A T
O R
R E
P L A
C E
M E
N T
O A
K C
R E
E K
Y O
U T
H C
O R
R E
C T
IO
N
A L F
A C
IL
IT
Y
A L
T E
R N
A T
E N
O
O R
E G
O N
Y O
U T
H A
U T
H O
R
IT
Y L
O C
H N
E R
R O
A D
S E
A L B
A N
Y O
R
NORTH
/1
/2
:3
:1
P
M
A u to d e s k D o c s /7
-2
-0
O
Y A
R e g io n a l G e n e ra to r
R e p la c e m e n t/
-2
-0
O Y
A G e n e ra to r_ A
R
.r v t
#74-23108-00
JULY 11, 2023
CONSTRUCTION
DOCUMENTS
OAK CREEK -
REFLECTED
CEILING PLANS
A2.1OC
SCALE: 1/4" = 1'-0"A2.1OC
4A OAK CREEK - DEMO REFLECTED CEILING PLAN
SCALE: 1/4" = 1'-0"A2.1OC
4D OAK CREEK - REFLECTED CEILING PLAN
N N
REVISIONS
07/11/2023
CD OWNER
REVIEW
CONSTRUCTION
DOCUMENTS
2.OC 3.OC1.OC
SCALE: 1/4" = 1'-0"A2.1OC
4A OAK CREEK - DEMO REFLECTED CEILING PLAN
N
2.OC
A1.1OC 5E
5A
A1.4OC
C.OC
1.OC
D.OC
B.OC
A.OC
S U
S P
. L T
G
V
IF
S U
S P
. L T
G
V
IF
EX
N O
R T
H
NORTH N
O
R T
H
5A
A1.4OC
5C
A1.1OC
C.OCC.OC
3.OC
3.OC
1.OC
1.OC
D.OC
D.OC
B.OCB.OC
A.OCA.OC
Z.OC Z.OC
REMOVE EXISTING MUFFLER,
SUPPORT CURB FOR EXHAUST
PIPE TO REMAIN
JOIST BELOW DECK
JOIST BELOW DECK
JOIST BELOW DECK
JOIST BELOW DECK
JOIST BELOW DECK
JOIST BELOW DECK
JOIST BELOW DECK
VIF
5' - 10" (+/-)
MATCHLINE AMATCHLINE A
35' - 7 5/8"
/8
V
IF
MATCHLINE B MATCHLINE B
EXISTING ROOF WALKWAY
DEMO + REROUTE EXISTING
ROOF WALKWAY
) REMOVE EXISTING ROOF
DECK FOR NEW ROUGH
OPENING
REMOVE AND REPLACE
ROOFING FOR MUFFLER
SUPPORT CURBS
JOIST BELOW DECK
JOIST BELOW DECK
2.OC
2.OC
5A
A1.4OC
5C
A1.1OC
C.OCC.OC
3.OC
3.OC
1.OC
1.OC
D.OCD.OC
B.OCB.OC
A.OCA.OC
ENSURE NEW MUFFLER ASSEMBLY EXHAUST
POINT IS AT LEAST 10' - 0" AWAY (HORIZONTALLY)
FROM GRAVITY VENTILATOR
Z.OC Z.OC
M U
F F
LE
R
T A
IL
T
O E
D G
E O
F V
E N
T
IL
A T
O R
M
IN
JOIST BELOW DECK
JOIST BELOW DECK
JOIST BELOW DECK
JOIST BELOW DECK
JOIST BELOW DECK
JOIST BELOW DECK
JOIST BELOW DECK
MATCHLINE AMATCHLINE A
MATCHLINE B MATCHLINE B
EXISTING ROOF WALKWAY
NEW OPENING FOR GRAVITY
VENTILATOR - SEE RCP FOR
LOCATION
TYPICAL ROOF TOP OPENING
FRAME BELOW GRAVITY
VENTILATOR
G R
A V
V
E N
T
IL
A T
O R
R .O
GRAV. VENTILATOR R.O.
6' - 0"
REROUTED WALKWAY
TAPERED INSUL. AND
CRICKETS
ADD 2-INCHES ADDITIONAL
INSULATION AND TAPERED
INSULATION TO PROVIDE MIN.
2-INCHES COVER ABOE NEW
STEEL SUPPORT ANGLES
MUFFLER AND EXHAUST SUPPORT
CURBS - QTY DETERMINED BY
MUFFLER PROVIDER
DECK SUPPORT ANGLES
ABOVE DECK IN PLANE OF
ROOF ASSEMBLY - SEE 5A/A9.1
JOIST BELOW DECK
JOIST BELOW DECK
D
L R
G ro u p
REVISIONS
KEY PLAN
A B C D E F
O Y
A R
E G
IO
N
A L G
E N
E R
A T
O R
R E
P L A
C E
M E
N T
O A
K C
R E
E K
Y O
U T
H C
O R
R E
C T
IO
N
A L F
A C
IL
IT
Y
A L
T E
R N
A T
E N
O
O R
E G
O N
Y O
U T
H A
U T
H O
R
IT
Y L
O C
H N
E R
R O
A D
S E
A L B
A N
Y O
R
NORTH
/1
/2
:3
:1
P
M
A u to d e s k D o c s /7
-2
-0
O
Y A
R e g io n a l G e n e ra to r
R e p la c e m e n t/
-2
-0
O Y
A G e n e ra to r_ A
R
.r v t
#74-23108-00
JULY 11, 2023
CONSTRUCTION
DOCUMENTS
OAK CREEK -
ROOF PLANS
A3.1OC
SCALE: 1/4" = 1'-0"A3.1OC
4A OAK CREEK - DEMO ROOF PLAN
SCALE: 1/4" = 1'-0"A3.1OC
4C OAK CREEK - ROOF PLAN
N N
REVISIONS
07/11/2023
CD OWNER
REVIEW
CONSTRUCTION
DOCUMENTS
2.OC
2.OC
5A
A1.4OC
5C
A1.1OC
C.OCC.OC
3.OC
3.OC
1.OC
1.OC
D.OC
D.OC
B.OCB.OC
A.OCA.OC
Z.OC Z.OC
REMOVE EXISTING MUFFLER,
SUPPORT CURB FOR EXHAUST
PIPE TO REMAIN
JOIST BELOW DECK
JOIST BELOW DECK
JOIST BELOW DECK
JOIST BELOW DECK
JOIST BELOW DECK
JOIST BELOW DECK
JOIST BELOW DECK
VIF
5' - 10" (+/-)
MATCHLINE AMATCHLINE A
35' - 7 5/8"
/8
V
IF
MATCHLINE B MATCHLINE B
EXISTING ROOF WALKWAY
DEMO + REROUTE EXISTING
ROOF WALKWAY
) REMOVE EXISTING ROOF
DECK FOR NEW ROUGH
OPENING
REMOVE AND REPLACE
ROOFING FOR MUFFLER
SUPPORT CURBS
JOIST BELOW DECK
JOIST BELOW DECK
2.OC
2.OC
5A
A1.4OC
5C
A1.1OC
C.OCC.OC
3.OC
3.OC
1.OC
1.OC
D.OCD.OC
B.OCB.OC
A.OCA.OC
ENSURE NEW MUFFLER ASSEMBLY EXHAUST
POINT IS AT LEAST 10' - 0" AWAY (HORIZONTALLY)
FROM GRAVITY VENTILATOR
Z.OC Z.OC
M U
F F
LE
R
T A
IL
T
O E
D G
E O
F V
E N
T
IL
A T
O R
M
IN
JOIST BELOW DECK
JOIST BELOW DECK
JOIST BELOW DECK
JOIST BELOW DECK
JOIST BELOW DECK
JOIST BELOW DECK
JOIST BELOW DECK
MATCHLINE AMATCHLINE A
MATCHLINE B MATCHLINE B
EXISTING ROOF WALKWAY
NEW OPENING FOR GRAVITY
VENTILATOR - SEE RCP FOR
LOCATION
TYPICAL ROOF TOP OPENING
FRAME BELOW GRAVITY
VENTILATOR
G R
A V
V
E N
T
IL
A T
O R
R .O
GRAV. VENTILATOR R.O.
6' - 0"
REROUTED WALKWAY
TAPERED INSUL. AND
CRICKETS
ADD 2-INCHES ADDITIONAL
INSULATION AND TAPERED
INSULATION TO PROVIDE MIN.
2-INCHES COVER ABOE NEW
STEEL SUPPORT ANGLES
MUFFLER AND EXHAUST SUPPORT
CURBS - QTY DETERMINED BY
MUFFLER PROVIDER
DECK SUPPORT ANGLES
ABOVE DECK IN PLANE OF
ROOF ASSEMBLY - SEE 5A/A9.1
JOIST BELOW DECK
JOIST BELOW DECK
SCALE: 1/4" = 1'-0"A3.1OC
4A OAK CREEK - DEMO ROOF PLAN
SCALE: 1/4" = 1'-0"A3.1OC
4C OAK CREEK - ROOF PLAN
N N
N O
R T
H
NORTH N
O
R T
H
EXTERIOR FIRE LANE SIDE
INTERIOR COURTYARD SIDE
TEMPORARY SECURITY DIAGRAM
GENERATOR ROOMA1.1EO
3C
(EXST) PARKING LOT
ADD-02
1.EO
1.EO
2.EO
2.EO
3.EO
3.EO
4.EO
4.EO
A.EO A.EO
B.EO
B.EO
C.EO
C.EO
(EXST)
MECHANICAL
ROOM
A221
(EXST) LIFE
SAFETY
A224
(EXST)
ELECTRICAL
ROOM
A223
(EXST) OFFICE
A227
(EXST) LOW
VOLTAGE
A226
(EXST)
GENERATOR
ROOM
A228
(EXST)
CORRIDOR
EXTERIOR FIRE LANE SIDE
INTERIOR COURTYARD SIDE
A R
E A
O F
W O
R K
AREA OF WORK
3A
3A 4
(EXST)
WAITING
(EXST)
SALLYPORT
(EXST) OFFICE
(EXST) OFFICE
(EXST)
STORAGE
(EXST) TOILET
(EXST) OFFICE
(EXST) OFFICE
(EXST)
SECURE FILES
(EXST) OFFICE
(EXST) WORK
AREA
(EXST)
CONTROL
(EXST)
SALLYPORT
(EXST)
VOCATIONAL
EDUCATION
CLASSROOM
(EXST)
SALLYPORT
(EXST)
COMPUTER
CLASSROOM
(EXST) DRY
STORAGE
(EXST) DRY
STORAGE
(EXST)
DUMPSTER
PAD
(EXST) LOBBY
(EXST)
CORRIDOR
(EXST)
CONFERENCE /
VISIT ROOM
(EXST)
ADMITTING
(EXST) VISIT /
WAIT
(EXST)
SALLYPORT(EXST)
CORRIDOR
(EXST)
HOLDING
(EXST)
HOLDING
(EXST)
STORAGE
(EXST)
STORAGE
(EXST)
CONFERENCE
(EXST) TOILET
(EXST) EXAM
(EXST) EXAM
(EXST) TOILET
(EXST)
SHOWER
3B
(EXST) FOOD
SERVICE
(EXST)
STORAGE
A222
FB1: 1-HOUR OCCUPANCY FIRE SEPARATION WALL
FB2: 2-HOUR OCCUPANCY FIRE SEPARATION WALL
FIRE BARRIER LEGEND
FB2
F B
F B
F B
F B
F B
F
B
FB2
F B
(EXST)
STORAGE
(EXST) OFFICE
(EXST) LOW
VOLTAGE
(EXST)
GENERATOR
ROOM
(EXST) LIFE
SAFETY
(EXST)
ELECTRICAL
ROOM
(EXST)
MECHANICAL
ROOM
FB2
FB2
A1.1EO
5A
(EXST)
STORAGE
(EXST) OFFICE
(EXST) LOW
VOLTAGE
(EXST)
GENERATOR
ROOM
(EXST) LIFE
SAFETY
(EXST)
ELECTRICAL
ROOM
(EXST)
MECHANICAL
ROOM
SW2 SECONDARY SECURITY WALLS
(Restraint / Staff Protection)
SW3 TERTIARY SECURITY WALLS
SW1 PRIMARY SECURITY WALLS
(Glass / Mech / Hardware / Movement Doors
SECURITY WALL LEGEND
INTERIOR COURTYARD SIDE
EXTERIOR FIRE LANE SIDE
S W
S
W
SW1
SW1
SW1
SW1
SW1
SW1
SW1
SW1
S W
SW1
SW1
SW1
S W
SW1
SW1SW1
SW1
SW1
SW1
SW1
SW1
SW1
S W
SW1
S W
SW1
S W
S W
SW3
SW3
SW3
SW3
SW3
SW2
SW2
S W
S W
S W
S W
S W
S W
S W
S W
S W
SW2
SW2
SW2
SW2
SW2
SW2
SW2
SW2
SW2
SW2
SW2
S W
S W
S W
S W
S W
2 SW2
SW2
SW2
S W
SW2
SW2
SW2
SW2
S W
S W
S W
S W
S
W
S W
S W
S
W
S W
S W
S W
S W
S W
S W
S W
S W
SW2
SW2
SW2
SW2
SW2
S W
S W
S W
SW2
SW2SW2SW2SW2
S W
S W
S
W
A1.1EO
5B
S W
M
A X
8' - 5" MAX
52' - 0" VIF
(EXST) FIRE LANE
V
IF
(EXST) PARKING LOT
TEMPORARY GENERATOR
ADD-02
TEMPORARY SECURITY NOTES
TO MAINTAIN 2-LOCKABLE-DOOR SECURITY SEPARATION
BETWEEN YOUTH CORRECTIONAL FACILITY AND EXTERIOR AT
ALL TIMES, THE CONTRACTOR SHALL FOLLOW THE NECESSARY
STEPS TO ACCESS AND SECURE THE AREA OF WORK DURING
CONSTRUCTION:
1. INITIALLY, CONTRACTOR TO GO THROUGH STAFF ENTRANCE
AND PERSONNEL SALLYPORT (MUST BE BUZZED IN BY
OREGON YOUTH AUTHORITY SECURITY CONTROL, WITH
PERMISSION FROM AUTHORIZED FIELD REPRESENTATIVE).
2. OREGON YOUTH AUTHORITY SECURITY CONTROL CAN OPEN
BOTH DOORS OF THE PERSONNEL SALLYPORT IF/WHEN THE
INTERIOR COURTYARD IS CLEARED, TO ALLOW
CONTRACTOR TO TRANSPORT CONTRUCTION TOOLS AND
MATERIALS.
3. ONCE INSIDE THE DESIGNATED AREA OF WORK,
CONTRACTOR TO ERECT A LOCKOUT DOOR, IN PLACE OF
REMOVED LOUVER, SO THAT THE LOCKABLE DOOR CANNOT
BE OPENED FROM THE GENERATOR ROOM SIDE. LOCKOUT
DOOR MUST BE UNLOCKED FROM THE EXTERIOR SIDE (FIRE
LANE SIDE OF THE DOOR) ONLY. CONTRACTOR TO ALSO
ERECT TEMPORARY WALL AND LOCKABLE DOOR IN EXISTING
STORAGE ROOM.
A. INTERIOR SECURITY WALL 3A TO HAVE 5/8" PLYWOOD
SHEATHING ON BOTH SIDES OF STUD, SET AT 12"
CENTERS. TEMPORARY SECURITY DOOR TO BE
SECURED WITH A PAD-LOCK AND SECURITY
FASTENERS.
B. CONSTRUCT TEMPORARY WALL 3B AFTER
TEMPORARY GENERATOR IS INSTALLED AND
ACCEPTED FOR USE. TEMPORARY WALL 3B TO HAVE
5/8" PLYWOOD SHEATHING ON BOTH SIDES OF STUD,
SET AT 12" CENTERS. TEMPORARY SECURITY DOOR
TO BE SECURED WITH PAD-LOCK AND SECURITY
FASTENERS.
4. ONCE LOCKOUT DOORS/TEMPORARY WALLS ARE
ESTABLISHED, CONTRACTOR CAN USE THEIR OWN KEYS TO
UNLOCK THE TEMPORARY LOCKABLE DOORS AND ACCESS
THE GENERATOR ROOM FROM THE EXTERIOR SIDE (FIRE
LANE SIDE). CONTRACTOR TO CARRY OUT WORK IN
HATCHED AREA, AS NEEDED.
5. DOOR BETWEEN ROOM A223 AND ROOM A222 IS TO REMAIN
LOCKED AT ALL TIMES, EXCEPT AS APPROVED BY OWNER.
6. ALL OTHER SPACES ACCESSED BY OWNER ESCORT, ONLY.
7. AFTER NEW GENERATOR AND EXTERIOR OPERABLE WALL
LOUVER IS INSTALLED, USE ROUTE NUMBER 1 FOR THE
REMAINDER OF THE PROJECT.
8. CONTRACTOR TO ENSURE ROOF OPENING IS SECURED WITH
PLYWOOD AT END OF EACH DAY.
9. FOR EACH LOCATION, CONTRACTOR SHALL WORK WITH
OWNER TO DETERMINE THE BEST LOCATION AND MEANS OF
INSTALLING/SECURING TEMPORARY WALLS AND CEILINGS.
10. FOR EACH LOCATION, CONTRACTOR TO VERIFY TEMPORARY
GENERATOR FOOTPRINT AND LOCATION WITH OWNER AND
AUTHORITY HAVING JURISDICTION (AHJ).
SECURITY & FIRE WALL LEGEND
SW2: SECONDARY SECURITY WALLS
(Restraint/Staff Protection)
SW1: PRIMARY SECURITY WALLS
(Glass / Mech / Hardware / Movement Doors)
FB2: 2-HOUR OCCUPANCY
FIRE SEPARATION WALL
FB1: 1-HOUR OCCUPANCY
FIRE SEPARATION WALL
SW3: TERTIARY SECURITY WALLS
D
L R
G ro u p
REVISIONS
KEY PLAN
A B C D E F
O Y
A R
E G
IO
N
A L G
E N
E R
A T
O R
R E
P L A
C E
M E
N T
E A
S T
E R
N O
R E
G O
N Y
O U
T H
C O
R R
E C
T
IO
N A
L F
A C
IL
IT
Y
O R
E G
O N
Y O
U T
H A
U T
H O
R
IT
Y W
E S
T M
O N
R O
E B
U R
N S
O
R
NORTH
/4 /2
:3
:2
P
M
A u to d e s k D o c s /7
-2
-0
O
Y A
R e g io n a l G e n e ra to r
R e p la c e m e n t/
-2
-0
O Y
A G e n e ra to r_ A
R
.r v t
#74-23108-00
JULY 11, 2023
CONSTRUCTION
DOCUMENTS
EASTERN
OREGON -
ORIENTATION &
CODE PLANS
A0.1EO
N
TRUE
ADD-02 12/5/2023
SCALE: 1/32" = 1'-0"A0.1EO
3D EASTERN OREGON - ORIENTATION PLAN
SCALE: 1/16" = 1'-0"A0.1EO
5C EASTERN OREGON - TEMPORARY SECURITY DIAGRAM
N
TRUESCALE: 1/32" = 1'-0"A0.1EO
3A EASTERN OREGON - FIRE SEPARATION DIAGRAM
N
TRUE
SCALE: 1/32" = 1'-0"A0.1EO
5A EASTERN OREGON - SECURITY SEPARATION DIAGRAM
N
TRUE
ADD-02
SW2 SECONDARY SECURITY WALLS
(Restraint / Staff Protection)
SW3 TERTIARY SECURITY WALLS
SW1 PRIMARY SECURITY WALLS
(Glass / Mech / Hardware / Movement Doors
SECURITY WALL LEGEND
D
L R
G ro u p
REVISIONS
KEY PLAN
A B C D E F
O Y
A R
E G
IO
N
A L
G E
N E
R A
T O
R R
E P
L A
C E
M E
N T
O A
K C
R E
E K
Y O
U T
H C
O R
R E
C T
IO
N
A L F
A C
IL
IT
Y
O R
E G
O N
Y O
U T
H A
U T
H O
R
IT
Y L
O C
H N
E R
R O
A D
S E
A L B
A N
Y O
R
NORTH
/1
/2
:4
:2
P
M
A u to d e s k D o c s
/7
-2
-0
O
Y A
R e g io n a l G e n e ra to r
R e p la c e m e n t/
-2
-0
O
Y A
G e n e ra to r_
M E
P
.r v t
#74-23108-00
07/11/2023
CONSTRUCTION
DOCUMENTS
MECHANICAL
PLAN - OAK
CREEK
M1.1OC
N
SCALE: 1/8" = 1'-0"
HVAC PLAN - OCYCF
1. RE-SUPPORT CONDUITS IF THEY TRAVERSE NEW OPENING AND CANNOT BE
MOVED. RELOCATE PLUMBING PIPES AS NEEDED TO KEEP THEM OUT OF THE
AIRSTREAM. PROVIDE HEAT TRACE ON ANY PIPING THAT IS IN THE AIRTREAM OF
VENTILATION AIR.
2. PROVIDE OFFSETS IN DUCTWORK AS NEED TO DISCHARGE AIR FROM RADIATOR
THROUGH NEW OPERABLE LOUVER. COORDINATE WITH ALL OTHER TRADES.
KEYED NOTES
A. CONTRACTOR TO REVIEW JOB SITE AND COORDINATE ANY OBSTRUCTIONS FOR
NEW ROOF HOOD OPENING.
B. RELOCATE UTILITIES AS NEED TO ACCOMODATE ROOF HOOD INSTALLATION.
SHEET NOTES
A. DESCRIPTION:
a. THE EXISTING VENTILATION SHORT-CIRCUITS SO THE WARM AIR DISCHARGED
THROUGH THE LOUVER IS SUCKED ABOUT INTO THE ROOM AND THROUGH
THE RADIATOR AGAIN. THIS SYSTEM ALSO LEAVES THE BACK END OF THE
GENERATOR STAGNANT.
B. SEQUENCE:
a. GRAVITY VENTILATOR (RH-1) IS INTAKE FOR COOLING AND COMBUSTION AIR.
THE RADIATOR FAN PUSHES THIS FRESH AIR THROUGH THE RADIATOR AND
THROUGH THE DUCT TO THE DISCHARGE AIR LOUVER.
b. GENERATOR TO SEND SIGNAL TO MOTORIZED DAMPER AT RH-1 AND
ADJUSTABLE LOUVER. DAMPER AND LOUVER TO BE 100% OPEN WHEN
GENERATOR IS RUNNING.
c. DAMPERS TO BE NORMALY CLOSED WHEN GENERATOR IS NOT RUNNING.
C. ALARMS
a. DAMPER CLOSED WHEN GENERATOR IS RUNNING.
b. DAMPER OPEN WHEN GENERATOR IS NOT RUNNING.
c. LOUVER CLOSED WHEN GENERATOR IS RUNNING.
d. LOUVER OPEN WHEN GENERATOR IS NOT RUNNING.
CONTROL SEQUENCE
12/31/2024
KEY PLAN
NORTH
KEY PLAN
NORTH N
O
R T
H
NORTH N
O
R T
H
D
L R
G ro u p
REVISIONS
A B C D E F
O Y
A R
E G
IO
N
A L G
E N
E R
A T
O R
R E
P L A
C E
M E
N T
R E
G
IO
N A
L Y
O U
T H
C O
R R
E C
T
IO
N A
L F
A C
IL
IT
IE
S
O R
E G
O N
Y O
U T
H A
U T
H O
R
IT
Y A
D D
R E
S S
V A
R
IE
S F
R O
M S
IT
E
T O
S
IT
E
/4 /2
:4
:4
P
M
A u to d e s k D o c s
/7
-2
-0
O
Y A
R e g io n a l G e n e ra to r
R e p la c e m e n t/
-2
-0
O
Y A
G e n e ra to r_
M E
P
.r v t
#74-23108-00
07/11/2023
CONSTRUCTION
DOCUMENTS
BASIS OF DESIGN
E0.2
A. REPLACE EXISTING 300 KW GENERATORS AND AUTOMATIC TRANSFER SWITCHES SERVING THE EMERGENCY POWER TRACKS FOR THREE (3) OREGON YOUTH AUTHORITY (OYA) FACILITIES IN THE STATE OF OREGON. THE EXISTING GENERATORS WERE INSTALLED IN
1997 AND ARE DUE FOR REPLACEMENT.
B. EACH OF THE EXISTING GENERATORS TO BE REMOVED ARE 300 KW, 480Y/277V, 3PH, 4W DIESEL GENSETS MANUFACTURED BY KOHLER, MODEL NUMBER 300R0ZD.
C. PROVIDE TEMPORARY GENERATOR AND BYPASS TRANSFER SWITCH DURING FULL LENGTH OF GENERATOR REPLACEMENT WORK.
TEMPORARY GENERATOR TO BE AVAILABLE TO OWNER DURING ENTIRETY OF THE WORK, UNTIL NEW GENERATOR AND TRANSFER SWITCH ARE TESTED AND ACCEPTED FOR OWNER'S USE. UPON COMPLETION, CONTRACTOR IS TO REMOVE TEMPORARY GENERATOR AND TEMPORARY BYPASS SWITCH. THE COST FOR THIS WORK WILL FALL ON THE CONTRACTOR AND SHOULD BE FACTORED INTO THE
BASE BID.
D. STRUCTURAL CRITERA:
1. I-3 OCCUPANCY
2. COMPONENT IMPORTANCE FACTOR: 1.5
3. SDS = 0.66
PROJECT REQUIREMENTS:
A. FOR EACH OF THE THREE PROJECT SITES, PROCURE AND INSTALL THE FOLLOWING:
1. 300KW GENERATOR WITH INTEGRAL 600 GALLON SUB-BASE FUEL TANK
2. AUTOMATIC TRANSFER SWITCH FROM SAME MANUFACTURER AS GENERATOR
3. DOCKING STATION MOUNTED ON GENERATOR ROOM EXTERIOR THAT INCLUDES CONNECTIONS FOR LOAD BANK TESTING AND
TEMPORARY GENERATOR HOOKUP
4. FUEL FILL PANEL MOUNTED ON EXTERIOR WALL OF GENERATOR ROOM
5. GENERATOR BATTERY CHARGER WITH EQUIVALENT LOAD TO EXISTING BATTERY CHARGER
6. GENERATOR JACKET HEATER WITH EQUIVALENT LOAD TO EXISTING JACKET HEATER
GENERATOR REPLACEMENT PROCESS PHASING
A. CONSTRUCTION ORDER OF OPERATIONS:
1. INSTALL DOCKING STATION.
2. PROCURE AND INSTALL TEMPORARY DIESEL GENERATOR (300 KW, 480Y/277V, 3PH, 4W) FOR DURATION OF CONSTRUCTION.
3. CONNECT TEMPORARY GENERATOR THROUGH NEWLY INSTALLED DOCKING STATION.
a. REFER TO 5B/A0.1RV FOR TEMPORARY GENERATOR LOCATION AT ROGUE VALLEY.
b. REFER TO 5B/A0.1OC FOR TEMPORARY GENERATOR LOCATION AT OAK CREEK.
c. REFER TO 5B/A0.1EO FOR TEMPORARY GENERATOR LOCATION AT EASTERN OREGON.
4. REPLACE EXISTING AUTOMATIC TRANSFER SWITCH.
5. DISCONNECT EXISTING STANDBY GENERATOR AND REMOVE FROM SITE.
6. INSTALL NEW STANDBY GENERATOR.
7. INSTALL NEW FUEL FILL PANEL.
8. REMOVE TEMPORARY GENERATOR ONCE NEW PERMANENT STANDBY GENERATOR IS INSTALLED, TESTED AND APPROVED FOR USE
BY OWNER.
ELECTRICAL LOAD ADJUSTMENTS:
LOAD BEING REMOVED: 3.3 kW LOAD BEING ADDED: 2.75 kW NET CHANGE: -0.55 kW
GENERAL ELECTRICAL NOTES
ADD 02 12/05/2023
ADD 02
. CONTRACTOR TO VERIFY FINAL FUEL FILL PANEL LOCATION
4. FUEL FILL PANEL MOUNTED ON EXTERIOR WALL OF GENERATOR ROOM
5. GENERATOR BATTERY CHARGER WITH EQUIVALENT LOAD TO EXISTING BATTERY CHARGER
6. GENERATOR JACKET HEATER WITH EQUIVALENT LOAD TO EXISTING JACKET HEATER
GENERATOR REPLACEMENT PROCESS PHASING
A. CONSTRUCTION ORDER OF OPERATIONS:
1. INSTALL DOCKING STATION.
2. PROCURE AND INSTALL TEMPORARY DIESEL GENERATOR (300 KW, 480Y/277V, 3PH, 4W) FOR DURATION OF CONSTRUCTION.
3. CONNECT TEMPORARY GENERATOR THROUGH NEWLY INSTALLED DOCKING STATION.
a. REFER TO 5B/A0.1RV FOR TEMPORARY GENERATOR LOCATION AT ROGUE VALLEY.
b. REFER TO 5B/A0.1OC FOR TEMPORARY GENERATOR LOCATION AT OAK CREEK.
c. REFER TO 5B/A0.1EO FOR TEMPORARY GENERATOR LOCATION AT EASTERN OREGON.
4. REPLACE EXISTING AUTOMATIC TRANSFER SWITCH.
5. DISCONNECT EXISTING STANDBY GENERATOR AND REMOVE FROM SITE.
6. INSTALL NEW STANDBY GENERATOR.
7. INSTALL NEW FUEL FILL PANEL.
8. REMOVE TEMPORARY GENERATOR ONCE NEW PERMANENT STANDBY GENERATOR IS INSTALLED, TESTED AND APPROVED FOR USE
BY OWNER.
WITH OWNER'S REPRESENTATIVE AT EACH LOCATION.
J
J
J
ATS-1
FUEL FILL
PANEL
DOCKING
STATION
GENSET
(E) T2
(E) T1
(E) MDH
(E
M D
L
(E) SDP
(E
LA
(E) EDH
(E
E D
L
(EXST) LIFE
SAFETY
A231
(EXST)
ELECTRICAL
ROOM
A230
(EXST)
GENERATOR
ROOM
A235
(EXST) OFFICE
A234
(EXST) LOW
VOLTAGE
A233
(EXST)
STORAGE
A232
(EXST)
CLASSROOM
A229
(EXST)
MECHANICAL
ROOM
A236
(E)
(E)
(E
A T
S -2
(E)
(E)
(E)EUH-1
(E) ELB
ELB-264
BATT
(E) FACP
D
L R
G ro u p
REVISIONS
KEY PLAN
A B C D E F
O Y
A R
E G
IO
N
A L G
E N
E R
A T
O R
R E
P L A
C E
M E
N T
O A
K C
R E
E K
Y O
U T
H C
O R
R E
C T
IO
N
A L F
A C
IL
IT
Y
O R
E G
O N
Y O
U T
H A
U T
H O
R
IT
Y L
O C
H N
E R
R O
A D
S E
A L B
A N
Y O
R
NORTH
/1
/2
:5
:1
P
M
A u to d e s k D o c s
/7
-2
-0
O
Y A
R e g io n a l G e n e ra to r
R e p la c e m e n t/
-2
-0
O
Y A
G e n e ra to r_
M E
P
.r v t
#74-23108-00
07/11/2023
CD OWNER
REVIEW
POWER PLAN -
GENERATOR
ROOM - OAK
CREEK
E4.1
SCALE: 1/4" = 1'-0"
POWER PLAN - OAK CREEK - GENERATOR ROOM
1. EXTERNAL DOCKING STATION FOR PROVIDING ALTERNATE SOURCE OF
TEMPORARY POWER DURING GENERATOR MAINTENANCE, IN ACCORDANCE WITH
NEC 700.3(F). DOCKING STATION ALSO ALLOWS CAPABILITY FOR LOAD BANK
TESTING. BASIS OF DESIGN FOR DOCKING STATION IS TRYSTAR MEDIUM-19
SERIES.
2. FUEL FILL PANEL TO BE USED INSTEAD OF EXISTING HOLE IN EXTERIOR WALL OF
GENERATOR ROOM. MOUNT AT 44" AFF TO BOTTOM OF ENCLOSURE. BASIS OF
DESIGN IS PRYCO, INC. REMOTE FUEL FILL STATION.
3. PROVIDE PERMANENT 2" FUEL FILL LINE TO GENERATOR GAS TANK. FILL LINE TO
HAVE 0'-1" DROP FOR EVERY 10'-0" OF RUN, UNLESS OTHERWISE SPECIFIED BY
MANUFACTURER. REFER TO FUEL FILL PANEL CUTSHEET FOR ADDITIONAL
DETAILS AND SPECIFICATIONS.
4. CIRCUIT FUEL FILL PANEL TO PANEL ELB, CIRCUIT #26, OR NEXT AVAILABLE
CIRCUIT. EXISTING LOAD ON PANEL ELB IS 88 AMPS. FUEL PANEL CONNECTION
ADDS AN ADDITIONAL LOAD OF 0.4 AMPS.
5. REPLACE EXISTING KOHLER BATTERY CHARGER WITH NEW 10A BATTERY
CHARGER CONFIGURED FOR NEW GENERATOR. CIRCUIT TO PANEL AND CIRCUIT
SERVING EXISTING CHARGER.
6. CIRCUIT NEW GENERATOR JACKET WATER HEATER TO EXISTING 20A/2P BREAKER
ON DISTRIBUTION BOARD EDL THAT IS CURRENTLY SERVING "GENERATOR BLOCK
HEATER." EXISTING BREAKER AND CONDUIT MAY BE REUSED. PROVIDE NEW
FEEDERS.
KEYED NOTES
A. AREA WITHIN DOTTED LINE REPRESENTS EXTENT OF PROJECT SCOPE.
B. BASIS OF DESIGN FOR NEW GENERATOR IS CATERPILLAR, CAT D300 GC DIESEL
GENERATOR SET.
C. BASIS OF DESIGN FOR GENERATOR MUFFLER IS HARCO ENGINE PRODUCTS
ROOF-MOUNTED ENGINE MUFFLER DESIGNED FOR 300 KW CATERPILLAR C9
GENERATOR. GENERATOR MANUFACTURER TO PROVIDE MUFFLER AS PART OF
GENERATOR PACKAGE. CONTRACTOR IS RESPONSIBLE FOR BOTH INSTALLING
MUFFLER AND PROVIDING MUFFLER RACK. COORDINATE MUFFLER INSTALLATION
WITH DIV. 23 AND ARCHITECTURAL ROOF PLAN. REFER TO MECHANICAL DETAIL
2A/M7.1 FOR MORE INFORMATION ON MUFFLER.
SHEET NOTES
REVISIONS
JULY 11, 2023
CONSTRUCTION
DOCUMENTS
REVISIONS
07/11/2023
CD OWNER
REVIEW
CONSTRUCTION
DOCUMENTS
KEY PLAN
NORTH
KEY PLAN
NORTH
KEY PLAN
NORTH
SCALE: 1/4" = 1'-0"
POWER PLAN - OAK CREEK - GENERATOR ROOM
A1.1RV
5B
E4.2E4.1
N
N O
R T
H
NORTH N
O
R T
H
(D)
(RL)
D
L R
G ro u p
REVISIONS
KEY PLAN
A B C D E F
O Y
A R
E G
IO
N
A L G
E N
E R
A T
O R
R E
P L A
C E
M E
N T
O A
K C
R E
E K
Y O
U T
H C
O R
R E
C T
IO
N
A L F
A C
IL
IT
Y
O R
E G
O N
Y O
U T
H A
U T
H O
R
IT
Y L
O C
H N
E R
R O
A D
S E
A L B
A N
Y O
R
NORTH
/1
/2
:5
:1
P
M
A u to d e s k D o c s
/7
-2
-0
O
Y A
R e g io n a l G e n e ra to r
R e p la c e m e n t/
-2
-0
O
Y A
G e n e ra to r_
M E
P
.r v t
#74-23108-00
07/11/2023
CD OWNER
REVIEW
LIGHTING PLAN -
GENERATOR
ROOM - OAK
CREEK
E4.4
SCALE: 1/4" = 1'-0"
LIGHTING PLAN - OAK CREEK
A. ALL LUMINAIRES SHOWN ARE EXISTING. NEW GENERATOR DUCTWORK
INTERFERES WITH EXISTING LIGHTING IN ONE LOCATION. RELOCATE EXISTING
LUMINAIRE TO NEW LOCATION INDICATED ON DRAWINGS. RETAIN EXISTING
CIRCUITING.
SHEET NOTES
REVISIONS
JULY 11, 2023
CONSTRUCTION
DOCUMENTS
REVISIONS
07/11/2023
CD OWNER
REVIEW
CONSTRUCTION
DOCUMENTS
KEY PLAN
NORTH
KEY PLAN
NORTH
KEY PLAN
NORTH
SCALE: 1/4" = 1'-0"
LIGHTING PLAN - OAK CREEK
A1.1RV
4C
E4.6E4.5E4.4
N
N O
R T
H
NORTH N
O
R T
H
| Addendum 2 S-DASOBO-00008606 (OYA Regional Generator Replacement)_DOJ approved_for posting |
| Attachment 1 to Addendum No. 2 - Revised Drawings |
| COMBINED CONSTRUCTION DOCUMENTS |
| ARCHITECTURAL |
| A1.1OC - OAK CREEK - FLOOR PLANS & ELEVATIONS |
| A2.1OC - OAK CREEK - REFLECTED CEILING PLANS |
| A3.1OC - OAK CREEK - ROOF PLANS |
| MECHANICAL |
| M1.1OC - MECHANICAL PLAN - OAK CREEK |
| ELECTRICAL |
| E0.2 - BASIS OF DESIGN |
| E4.1 - POWER PLAN - GENERATOR ROOM - OAK CREEK |
| E4.4 - LIGHTING PLAN - GENERATOR ROOM - OAK CREEK |
File details come from the government source that posted it. Updated .