G1.01 R1 07-16-2024.pdf

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Attached to
Oak Creek Youth Correctional Facility (OCYCF) New Parole and Probation
Solicitation number
S-DASOBO-00009472
Issued by
Lake County, Albany City, Oregon

About this file

This document is a code review plan for the construction of a new parole and probation office building for the Oak Creek Youth Correctional Facility (OCYCF) located in Albany, Oregon. The project will construct a single-story, 4,139 square foot building to house the parole and probation offices. The building will be of Type V-B construction and comply with the 2022 Oregon Specialty Codes for Structural, Mechanical, Plumbing, Electrical, Energy, and Accessibility requirements. The project includes deferred submittals for pre-manufactured wood roof trusses. No automatic sprinkler system is required, however portable fire extinguishers and a fire alarm system will be provided.

The total occupant load for the building is 23 persons, with the number of water closets, lavatories, and drinking fountains meeting the plumbing fixture requirements in the Oregon Plumbing Specialty Code. The building is designed to be fully accessible per the 2017 ICC/ANSI A117.1 standards. This project is not located within the secure zone of the OCYCF facility.

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Other files

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G0.01 R1 07-16-2024 and R3 11-18-2024.pdf PDF
Addendum4_S-DASOBO-00009472_OCYCF_ParoleProbation.pdf PDF
A1.61 R2 11-13-2024.pdf PDF
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Addendum 7 S-DASOBO-00009472_OCYCF_ParoleProbation_10162024.pdf PDF
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Text version

PROJECT NAME: OAK CREEK YOUTH CORRECTIONAL FACILITY, PROBATION/PAROLE FACILITY

ADDRESS: 4400 LOCHNER RD SE ALBANY OR 97322

PROJECT No: 2021-208

DEFERRED SUBMITTALS:

• Pre-Manufactured Wood Roof Trusses.

GOVERNING CODES:

• Structural - Life Safety: 2022 Oregon Structural Specialty Code (OSSC)

• Mechanical: 2022 Oregon Mechanical Specialty Code (OMSC)

• Plumbing: 2021 Oregon Plumbing Specialty Code (OPSC)

• Electrical: 2021 Oregon Electrical Specialty Code (OESC)

• Energy: 2021 Oregon Energy Efficiency Specialty Code (OEESC)

• Gas Code: 2019 Oregon Mechanical Specialty Code

• Accessibility ICC/ANSI A117.1-2017 Standard for Accessible and Usable Buildings and Facilities

USE AND OCCUPANCY CLASSIFICATION:

• "B" "Offices" Section 304

• "S-2" "Storage" Section 311.3 (Storage in this project is actually an accessory to the B occupancy)

CONSTRUCTION TYPE:

• Type V-B.

OCCUPANCY SEPARATIONS: per Section 508.3:

• Project complies with requirements for non-separated uses therefore occupancy separations not required.

ALLOWABLE HEIGHT CALCULATIONS:

For "B" in Type V-B Construction:

• Allowable Height per Table 504.3: = 40 ft.

• Actual Building Height to top of parapet: = 15 ft.

ALLOWABLE NUMBER OF STORIES ABOVE GRADE PLANE:

For "B" in Type V-B Construction:

• Allowable Number of Stories per Table 504.4: = 2 story.

• Actual Number of Stories: = 1 story.

ALLOWABLE AREA CALCULATIONS:

Aa = At + [NS x If] x Sa = Allowable area per story in square feet.

At = NS Tabular Area per story in accordance with Table 506.2 NS = Tabular Area for Non Sprinklered Buildings in accordance with Table 506.2 If = [F/P - 0.25] * W/30 = Area increase due to frontage per Section 506.2.

Sa = Actual number of Stories above Grade Plane, not to exceed 3 for Non-Sprinklered Buildings, and not to exceed 4 for

NFPA 13 Sprinklered Buildings.

F = Building Perimeter which fronts on a public way or open space having 20ft min. open width.

P = Perimeter of entire building.

W = Width of public way or open space per 506.3, (Minimum 20ft and Maximum 30ft)

Construction Type: V-B "B" Occupancy At = 9,000 Therefore: Allowable Area per Floor = 15,750 s.f.

Allowable Area per Building = 15,750 s.f.

ACTUAL AREA PER FLOOR:

• LEVEL 01: ( Ground Floor ) = 4,139 s.f. < 15,750 s.f. PERMITTED

FIRE RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS IN HOURS per Table 601 and 602

• Primary Structural Frame Including Columns, and Girders: 0 hrs

• Bearing Walls, Exterior: 0 hrs

• Bearing Walls, Interior: 0 hrs

• Non-bearing Walls, Exterior: < 5' to property line 1 hrs

• Non-bearing Walls, Exterior: > 5' but < 10' to property line 1 hrs

• Non-bearing Walls, Exterior: > 10' but < 30' to property line 1 hrs

• Non-bearing Walls, Exterior: ≥30' to property line 0 hrs

• Non-bearing Walls and Partitions, Interior: 0 hrs

• Floor Construction Including supporting beams and joists: 0 hrs

• Roof Construction: 0 hrs

INTERIOR FINISHES:Table 803.13 for "B" Occ

• Exit Enclosures and Exit Passages: Class B: Flame Spread 26-75; Smoke -developed 0-450 N/A

• Corridors: Class B: Flame Spread 26-75; Smoke -developed 0-450 N/A

• All other spaces: Class C: Flame Spread 76-200; Smoke -developed 0-450

FIRE PROTECTION SYSTEMS:

• Automatic Sprinkler System is not required, per OSSC Section 903.

• Portable Fire Extinguisers required per OFC Section 906. (Not a Building Code Requirement).

• Fire Alarm System is not required per OSSC Section 907, Paragraph 907.2.2.

COMMON PATH OF TRAVEL:

• Common path of travel maximum without fire sprinklers is 75'-0" per paragraph 1006.2.1.

EXIT ACCESS TRAVEL DISTANCE:

• Maximum travel distance without fire sprinklers to the most remote exit doors is 200'-0" for B occupancy per table 1017.2.

ACCESSIBILITY:

BUILDING DESIGNED TO MEET REQUIREMENTS OF OSSC CHAPTER 11 AND ANSI A117.1:

• Design: per 1101.2, accessibility design governed by OSSC Chapter 11 and ICC A117.1.

• Door Opening Force: per 1101.2.2.5, Exterior doors max 8.5 lbs-force, Interior doors max 5 lbs-force.

• Scope Requirements: per Section 1103, Building required to be accessible to people with disabilities. An exception exists for equipment spaces and limited access spaces such as attics.

• Accessible Routes: per Section 1104,

• Accessible Entrances: per Section 1105, 60 percent of all public entrances shall be accessible. For greater certainty all entrances will meet accessibility standards.

• Parking and Passenger Loading Facilities: per Section 1106.

• Special Occupancies: per Section 1108.

• Other Features and Facilities: per Section 1109 and complying with ICC A117.1

• Signage: Per Section 1110

VENTILATION REQUIREMENTS: Table 403.3 (Mechanical Code)

CODE REVIEW:

128 SF

0 Occ's

MECHANICAL

O.L.F. 300

127 SF

0 Occ's

STORAGE

O.L.F. 300

106 SF

0 Occ's

OFFICE

O.L.F. 150

80 SF

0 Occ's

OFFICE

O.L.F. 150

80 SF

0 Occ's

OFFICE

O.L.F. 150

80 SF

0 Occ's

OFFICE

O.L.F. 150

80 SF

0 Occ's

OFFICE

O.L.F. 150

105 SF

0 Occ's

OFFICE

O.L.F. 150

80 SF

0 Occ's

OFFICE

O.L.F. 150

80 SF

0 Occ's

OFFICE

O.L.F. 150

80 SF

0 Occ's

OFFICE

O.L.F. 150

80 SF

0 Occ's

OFFICE

O.L.F. 150

80 SF

0 Occ's

OFFICE

O.L.F. 150

129 SF

0 Occ's

WORK

O.L.F. 150

55 SF

0 Occ's

R.R.

O.L.F. 150

60 SF

0 Occ's

I.T. ROOM

O.L.F. 300

60 SF

0 Occ's

CUST

O.L.F. 300

55 SF

0 Occ's

R.R.

O.L.F. 150

397 SF

2 Occ's

ADMIN

O.L.F. 150

289 SF

1 Occ's

LOBBY

O.L.F. 150

55 SF

0 Occ's

R.R.

O.L.F. 150

79 SF

0 Occ's

VESTIBULE

O.L.F. 150

205 SF

1 Occ's

CONFERENCE

O.L.F. 150

359 SF

2 Occ's

CONFERENCE

O.L.F. 150

217 SF

1 Occ's

BREAK

O.L.F. 150

567 SF

3 Occ's

HALL

O.L.F. 150

C P o T f t.

1 Occs

22 Occs

F .E

.C

127 SF

0 Occ's

STORAGE

O.L.F. 300

3375 SF

22 Occ's

OFFICE

O.L.F. 150

217 SF

1 Occ's

BREAK

O.L.F. 150

55 SF

0 Occ's

R.R.

O.L.F. 150

55 SF

0 Occ's

R.R.

O.L.F. 150

55 SF

0 Occ's

R.R.

O.L.F. 150

PLUMBING CALCULATIONS:

PER OSSC TABLE 2902.1, MINIMUM NUMBER OF REQUIRED

PLUMBING FIXTURES IS BASED ON "OFFICE" USE.

PER OCCUPANT LOAD TABLE, TOTAL NUMBER OF

OCCUPANTS IS 23 PERSONS, THE NUMBER OF PERSONS

PER GENDER IS 12 MALE AND 12 FEMALE.

WATER CLOSETS:

• MALES: 1 per 25 1 Required, 3 Provided

• FEMALES: 1 per 25 1 Required, 3 Provided

LAVATORIES:

• MALES: 1 per 40 1 Required, 3 Provided

• FEMALES: 1 per 40 1 Required, 3 Provided

DRINKING FOUNTAINS:

• NOT REQUIRED

OCCUPIABLE AREA USED IN OCCUPANT

LOAD CALCULATIONS.

CODE LEGEND:

X Occs Y Max

EXIT CAPACITY ANNOTATION.

OCCUPANT LOAD SERVED, OVER MAX

OCCUPANT LOAD PERMITTED

CPoT.

X' ft.

COMMON PATH OF TRAVEL DISTANCE

TO A POINT WHERE MULTIPLE EXGRESS

PATHS DIVERGE.

SD

SEMI- RECESSED FIRE EXTINGUISHER

CABINET W/ 2A-10BC EXTINGUISHER.

COMBINATION EXIT LIGHT AND

EMERGENCY LIGHT W/ BATTERY

BACKUP. PROVIDE MINIMUM 1 FOOT

CANDLE AT PATH OF TRAVEL. MAX 5

WATTS AT SIGN.

EMERGENCY LIGHT W/ BATTERY

BACKUP. PROVIDE MINIMUM 1 FOOT

CANDLE AT PATH OF TRAVEL.

COMBINATION CARBON MONOXIDE

AND SMOKE DETECTOR. SHALL BE

COMPLIANT WITH ANSI/UL 2075 AND

ANSI/UL 268.

CLASS I STANDPIPE SYSTEM.

F.E.C.

PROJECT SUMMARY:

THE PROJECT INCLUDES THE CONSTRUCTION OF A NEW

BUILDING TO HOUSE THE PAROLE AND PROBATION

OFFICE FOR OAK CREEK YOUTH AUTHORITY IN ALBANY

OREGON.

THIS FACILITY IS NOT INSIDE THE SECURE ZONE AT THE

OAK CREEK YOUTH AUTHORITY FACILITY.

CODE PLAN NOTES:

1 SHORT TERM BICYCLE PARKING

PROJECT #

DATE:

REVISIONS

Copyright © 2021-22 STUDIO 3 ARCHITECTURE, INC.

SHEET:

G1.01

11/17/2023

2021-208

O ak

C re ek Y ou th

C or re ct io na l F ac ili ty

PR

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B

AT

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N

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AR

O

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F

AC

IL

IT

Y

L

O C

H N

E R R

D S

E A

LB

A

N Y O

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C

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S T R U

C T

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N S

E T

MINIMUM VENTILATION RATES (OMSC TABLE 403.3.1.1)

Occupancy Classification Occupant Density

/1000sf Air Flow Rate CFM/Person

Outdoor Air Rate CFM/sf Exhaust Rate CFM/sf

SALES FLOOR 15 7.5 0.06 n/a

STORAGE 0.12 n/a

SHIPPING & RECEIVING 0.12 n/a

OFFICES 5 5 0.06 n/a

KITCHENS 20 7.5 0.12 0.7

RESTROOMS 50/70

3/32" = 1'-0"

1 LEVEL 01 - CODE REVIEW PLAN

3/32" = 1'-0"

2 LEVEL 01 - OCCUPANT LOAD PLAN

0' 16' 24' 32'4' 8' 12'

0' 16' 24' 32'4' 8' 12'

N

N

1 07/16/2024

Sheets
A5.27 - EXTERIOR ROOF DETAILS
A6.01 - SCHEDULES
G0.01 - COVER SHEET
G0.03 - GENERAL NOTES
G1.01 - CODE REVIEW PLANS

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