BID 2024-31 Clarifying Questions 1.pdf

INVITATION TO BID #2024-31

Metal Framing, Insulation and Drywall for Lake Road Health Center (“BID”)

RESPONSE TO CLARIFYING QUESTIONS #1

May 2, 2024

Note that these are questions submitted by interested firms to the above referenced solicitation.

The below answers are for clarification purposes only and in no way alter or amend the BID as published.

1. Are there any more plans for this building we could have access to, for a more complete view of the project?

Answer: Yes, Please see attached Building Set Plans (34 pages)

Attachments: Lake Road Health Center- Building Permit Phase- Drawing Set (34 Pages)

End of Clarifying Questions #1

PROJECT CONTACT INFORMATION

OWNER:

CLACKAMAS COUNTY BEHAVIORAL HEALTH

150 BEAVERCREEK ROAD

OREGON CITY, OR 97045

PHONE: 503-351-4012

CONTACT: JASON VARGA

ARCHITECT:

PINNACLE ARCHITECTURE, INC

1001 SW DISK DRIVE, SUITE 105

BEND, OREGON 97702

PHONE: (541) 388-9897

CONTACT: KALINA KUNERT

STRUCTURAL:

PROJECT INFORMATION

DESCRIPTION / SCOPE OF WORK:

INTERIOR REMODEL OF EXISTING 3-STORY OFFICE BUILDING. NON-LOAD BEARING WALLS ONLY. ALL MEP

WORK TO BE DONE UNDER SEPERATE PERMIT AS LISTED BELOW. NO EXTERIOR WORK OTHER THAN REQUIRED

ADA UPGRADES AND MAINTENANCE.

OCCUPANCY TYPE:

BUSINESS

CONSTRUCTION TYPE:

II-B

LEGAL DESCRIPTION:

TAX LOT 22E05B 00401

ZONING:

OC

LOT SIZE:

2.37 ACRES

PARKING:

ACCESSIBLE:

EXISTING PROVIDED: 5

STANDARD:

EXISTING PROVIDED: 135

TOTAL:

EXISTING PROVIDED: 140

SETBACKS:

FRONT: 15'-0" MIN - 20'-0" MAX.

SIDE: 10'-0"

SIDE: 10'-0"

REAR: 10'-0"

SEPERATE PERMITS:

FIRE ALARM

FIRE SPRINKLER

MECHANICAL

ELECTRICAL

PLUMBING

LOW VOLTAGE

FROELICH ENGINEERS

17700SW UPPER BOONES FERRY RD. SUITE 115

PORTLAND, OR 97224

PHONE: 503-624-7005

CONTACT: YASHAR SARRAFOUR

GENOA HEALTHCARE

CHICAGO IL

PHONE: (785) 221-5023

CONTACT: CODY HALTHAUS

EMAIL: CHOLTHAUS@GENOAHEALTHCARE.COM

PHARMACY DESIGN:

SITE

NORTH

SE LAKE RD

HWY 224 / MILWAUKIE EXPY

SE

W

EB

ST

ER

R

D

SE

R

U

SK

R D

SHEET LIST

Sheet Number Sheet Name

01 - GENERAL

G0.10 COVER

G0.11 NOTES & CONVENTIONS

G1.10 CODE PLAN

G5.10 GENERAL ACCESSIBILITY DETAILS

G6.10 EXISTING PHOTOS - REFERENCE ONLY

03 - SITE

AS1.10 ARCHITECTURAL SITE PLAN

05 - STRUCTURAL

S0.00 COVER SHEET

S0.01 GSN AND SPECIAL INSPECTION TABLES

S1.10 2ND FLOOR FRAMING PLAN

S1.11 3RD FLOOR FRAMING PLAN

S1.12 ROOF FRAMING PLAN

S6.00 NON-STRUCTURAL WALL DETAILS

S6.01 NON-STRUCTURAL WALL DETAILS

S6.10 SUSPENDED CEILING DETAILS

S6.11 SUSPENDED CEILING DETAILS

06 - ARCHITECTURAL DEMO

AD1.11 1ST FLOOR PLAN - DEMO

AD1.12 2ND FLOOR PLAN - DEMO

AD1.13 3RD FLOOR PLAN - DEMO

07 - ARCHITECTURAL

A1.10 1ST FLOOR PLAN

A1.11 2ND FLOOR PLAN

A1.12 3RD FLOOR PLAN

A1.20 1ST FLOOR EXISTING REFLECTED CEILING PLAN

A1.21 2ND FLOOR EXISTING REFLECTED CEILING PLAN

A1.22 3RD FLOOR EXISTING REFLECTED CEILING PLAN

A1.40 1ST FLOOR FINISH FLOOR PLAN

A1.41 2ND FLOOR FINISH FLOOR PLAN

A1.42 3RD FLOOR FINISH FLOOR PLAN

A1.43 INTERIOR FINISH SCHEDULES

A2.20 ENLARGED PLANS & INTERIOR ELEVATIONS

A2.21 ENLARGED PLANS & INTERIOR ELEVATIONS

A5.20 INTERIOR DETAILS - REFLECTED CEILING & DOOR DETAILS

A5.23 INTERIOR DETAILS - CASEWORK

A6.10 ASSEMBLIES

A6.20 DOORS & WINDOWS

DRAWING INDEX

1001 SW DISK DRIVE, SUITE 105

BEND OR 97702

541.388.9897

WWW.PINNACLEARCHITECTURE.COM

"ENHANCING LIVES AND COMMUNITIES"

CLIENT:

PROJECT ADDRESS:

PROJECT NO:

DRAWN BY:

CHECKED BY:

DATEAPPROVED FOR

© PINNACLE ARCHITECTURE, INC. 2024 ORIGINAL SHEET SIZE: 30"x42"

REV

DATEDESCRIPTION

BY

CLIENT:

VICINITY MAP

PHASE:

Autodesk Docs://2221.HCR Clackamas County Behavioral Health/2221.HCR Clackamas County Behavioral Health.rvt

2/5/2024 4:48:16 PM

LAKE ROAD HEALTH CENTER

CLACKAMAS COUNTY

6605 SE Lake Rd, Milwaukie, OR

97222

2221.HCR

BJL

COVER

G0.10

LAKE ROAD HEALTH CENTER

6605 SE Lake Rd, Milwaukie, OR 97222

CLACKAMAS COUNTY

BUILDING PERMIT

BUILDING PERMIT 02.02.24

PETER BAER

KK

BUILDING INFORMATION

Name Area

BUSINESS 41,739 SF

GRAND TOTAL 41,739 SF

1. THIS DESIGN IS AN ORIGINAL UNPUBLISHED WORK AND MAY NOT BE DUPLICATED, PUBLISHED AND/OR USED WITHOUT THE

WRITTEN CONSENT OF THE ARCHITECT.

2. THESE SHEETS - LISTED BY DRAWING INDEX , ALL ACCOMPANYING SPECIFICATIONS FOR MATERIALS, WORKMANSHIP QUALITY, AND

NOTES HAVE BEEN PREPARED SOLELY FOR THE CONSTRUCTION AND FINISH OF PROJECT IMPROVEMENTS.

3. ALL WORK IS TO BE PERFORMED IN ACCORDANCE WITH PERTINENT JURISDICTIONAL CODES, RESTRICTIONS, COVENANTS, AND/OR

ORDINANCES. ANY CONFLICT BETWEEN DESIGN AND REQUIREMENT SHALL BE REPORTED TO THE ARCHITECT BEFORE PROCEEDING.

ALL WORK SHALL BE INSPECTED BY GOVERNING AGENCIES IN ACCORDANCE WITH THEIR REQUIREMENTS. JURISDICTIONAL APPROVAL

SHALL BE SECURED BEFORE PROCEEDING WITH WORK.

4. ANY AND ALL PROPOSED CHANGES, MODIFICATIONS AND/OR SUBSTITUTIONS SHALL BE REPORTED TO THE ARCHITECT BEFORE

PROCEEDING. ANY DEVIATION FROM THE CONTRACT DOCUMENTS, WITHOUT THE EXPRESS WRITTEN AUTHORIZATION OF THE

ARCHITECT, BECOMES THE RESPONSIBILITY OF THE CONTRACTOR.

5. IN THE EVENT OF CONFLICT BETWEEN THE DESIGN DOCUMENTS AND/OR JURISDICTIONAL REQUIREMENTS, THE MORE RESTRICTIVE

FROM THE STANDPOINT OF SAFETY AND PHYSICAL SECURITY SHALL APPLY.

6. ANY INSTALLATION OR WORK NECESSARY TO THE FUNCTIONING, SAFETY AND/OR PHYSICAL SECURITY OF DESIGN THAT IS TO BE

ENCAPSULATED OR OTHERWISE PERMANENTLY OBSCURED FROM INSPECTION SHALL BE REPORTED TO THE ARCHITECT A MINIMUM

OF TWO (2) WORKING DAYS BEFORE ENCLOSURE.

7. ANY INSTALLATION, FINISH, OR COMPONENT INTENDED TO PROVIDE ENCLOSURE, WEATHER ABILITY OR APPEARANCE QUALITY

SHALL BE PRODUCED AS A REPRESENTATIVE SAMPLE PRIOR TO PROCEEDING WITH COMPLETION. WORK PERFORMED WITHOUT

WRITTEN APPROVAL OF SUCH SAMPLE BY THE ARCHITECT SHALL BE DONE AT THE RISK OF THE CONTRACTOR. A MINIMUM OF TWO

(2) WORKING DAYS NOTICE SHALL BE GIVEN.

8. BUILDING DESIGN IS GENERALLY PREDICATED UPON PROVISIONS OF THE CURRENT EDITION OF THE IBC AND/OR AMENDMENTS AS

MAY HAVE BEEN LOCALLY ADOPTED. ALL REQUIREMENTS OF THE JURISDICTIONAL FIRE SAFETY/PREVENTION DISTRICT SHALL BE

ACCOMMODATED BY THIS DESIGN AND ANY CONSEQUENT CONSTRUCTION.

9. ANY DAMAGE, DISRUPTION OR COMPROMISE OF AMBIENT RIGHTS-OF-WAY, UTILITIES, OR ENVIRONMENTAL QUALITY SHALL BE

IMMEDIATELY RECTIFIED BY THE CONTRACTOR TO THE SATISFACTION OF THE ARCHITECT AT NO ADDITIONAL COST TO THE OWNER.

10. ALL PENETRATIONS OF RATED ASSEMBLIES SHALL BE PROTECTED BY MATERIALS AND CONSTRUCTION THAT CONFORMS TO

UNDERWRITERS LABORATORIES LISTINGS FOR "THROUGH-PENETRATION FIRE STOP SYSTEMS". THE CONTRACTOR SHALL SUBMIT SHOP

DRAWING DETAILS, PROVIDED BY THE SUPPLIER OF THE FIRE STOP MATERIAL, THAT INDICATE COMPLETE CONFORMANCE WITH THE

UL LISTING. DRAWINGS SHALL REMAIN AVAILABLE AT THE WORK SITE TO ARCHITECT, OWNER, AND INSPECTORS. DRAWINGS SHALL BE

SPECIFIC FOR EACH PENETRATION, WITH APPROPRIATE UL # AND ALL VARIATIONS CLEARLY DEFINED.

11. THIS DESIGN PURPORTS TO PERMIT FULL ACCOMMODATION ACCESS, AND/OR ADAPTABILITY FOR HANDICAPPED PERSONS AS

PROVIDED FOR BY PROVISIONS OF FEDERAL LAW AND LOCAL STIPULATION. ANY DEVIATION OR COMPROMISE SHALL BE REPORTED TO

THE ARCHITECT BEFORE PROCEEDING WITH WORK.

12. DIMENSIONS (ON ARCHITECTURAL DRAWINGS) ARE TAKEN TO:

A. COORDINATE GRID LINES

B. FACE OF CONCRETE OR CONCRETE MASONRY UNITS (CMU) - F.O.C.

C. FACE OF VERTICAL STUD OR COLUMN - F.O.S. UNLESS NOTATED WITH INDICATING THAT DIMENSION IS TO CENTERLINE.

D. TOP SURFACE OF FLOOR (WITHOUT FINISH), WALL, TRIM, CAP, RAILING, ETC. ABOVE NEAREST REFERENCE LEVEL - A.F.F.

E. CENTER OF HORIZONTAL OPENING OF DOOR & WINDOW LOCATIONS, UNLESS NOTED OTHERWISE.

13. DO NOT SCALE DRAWINGS.

GENERAL NOTES HATCH PATTERNS DRAWING SYMBOLS

ABBREVIATIONS

X

AX.XX

X

AX.XX

X

AX.XX

X

AX.XX

X

AX.XX

AX.XX

X1

X2

X3

X4

X

AX.XX

DETAIL NUMBER

SHEET UPON WHICH

DETAIL IS DRAWN

INTERIOR

ELEVATION

EXTERIOR

ELEVATION

DETAIL CUT

WALL SECTION

DETAIL NUMBER COORDINATES (HORIZONTAL REFERENCE)

NORTH/SOUTH GRID

EAST/WEST

GRID

XX

WINDOW TYPE

WINDOW TYPE

PLAN/SECTION ASSEMBLY TAGS

W1

F1

R1

COORDINATES (HORIZONTAL REFERENCE)

ELEVATION NAME -

INDICATED ON FLOOR PLANS

ELEVATION HEIGHT

NOTE: SEE ARCHITECTURAL SITE PLAN FOR

DATUM REFERENCE

MAIN FLOOR ACTUAL (REAL) ELEVATION = 100'-0" = DATUM

DOOR SYMBOL REFERENCE NOTES

125A

EX001

DOOR # - INDICATED ON

FLOOR PLANS

NOTES

KEYNOTES: NOTE NUMBER

OCCUPANCY LOAD (1004): FIRE, LIFE, SAFETY TAG

ROOM TAG

ROOM NAME

150 SF

FIRST LTR/# INDICATES LEVEL

ON WHICH ROOM OCCURS

ROOM SQUARE

FOOTAGE

DIMENSION LUMBER

CONTINUOUS BLOCKING

SLOPE SYMBOL REVISION NORTH ARROW

RUN

RISE X

LEVEL

ELEVATION

FLOOR TYPE

ROOF TYPE

BUILDING SECTION

DETAIL TAG

& AND

∠ ANGLE

@ AT

CENTERLINE

O DIAMETER

± PLUS OR MINUS

° DEGREE

# POUND OR NUMBER

(E) EXISTING

AB ANCHOR BOLT

A/C AIR CONDITIONING

ACST ACOUSTICAL

ACT ACOUSTICAL CEILING TILE

ACW ALUMINUM CURTAIN WALL

AD AREA DRAIN

ADJ ADJUSTABLE OR ADJACENT

AFF ABOVE FINISHED FLOOR

AGGR AGGREGATE

AHJ AUTHORITY HAVING JURISDICTION

AHU AIR HANDLING UNIT

ALUM ALUMINUM

APPROX APPROXIMATE

ARCH ARCHITECTURAL

ASF ALUMINUM STOREFRONT

ASPH ASPHALT

AWP ACOUSTICAL WALL PANEL

BCS BABY CHANGING STATION

BD BOARD

BLDG BUILDING

BLKG BLOCKING

BM BEAM

BOT BOTTOM

CAB CABINET

CB CATCH BASIN OR CHALKBOARD

CBB CEMENT BACKER BOARD

CEM CEMENT

CER CERAMIC

CFCI CONTRACTOR FURNISHED/

CONTRACTOR INSTALLED

CG CORNER GUARD

CI CAST IRON

CIP CAST-IN-PLACE

CJ CONSTRUCTION OR CONTROL JOINT

CLG CEILING

CLO CLOSET

CLR CLEAR

CMU CONCRETE MASONRY UNIT

CNTR COUNTER

CO CLEANOUT

COL COLUMN

CONC CONCRETE

CONN CONNECTION

CONSTR CONSTRUCTION

CONT CONTINUOUS

CORR CORRIDOR

CPT CARPET

CSK COUNTERSUNK

CT CERAMIC TILE

CTR CENTER

DBL DOUBLE

DEPT DEPARTMENT

DET DETAIL

DIA DIAMETER

DIM DIMENSION

DISP DISPENSER

DIV DIVISION OR DIVIDE

DN DOWN

DR DOOR

DS DOWNSPOUT

DWG DRAWING

DWR DRAWER

EA EACH

EF EACH FACE

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRICAL

ELEV ELEVATOR

EP ELECTRICAL PANEL

EPX EPOXY PAINT

EPX-F EPOXY FLOORING

EQ EQUAL

EQUIP EQUIPMENT

EST ESTIMATE

EWC ELECTRIC WATER COOLER

EWH ELECTRIC WATER HEATER

EXH EXHAUST

(E) EXISTING

EXP EXPOSED OR EXPANSION

EXT EXTERIOR

FA FIRE ALARM

FB FLAT BAR

FC FIBER CEMENT

FD FLOOR DRAIN

FDTN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FGS FRAMELESS GLASS SYSTEM

FHC FIRE HOSE CABINET

FIN FINISH

FIN FLR FINISH FLOOR

FLR FLOOR

FLUOR FLUORESCENT

FMT FORMED METAL TRIM

FOC FACE OF CONCRETE OR CURB

FOF FACE OF FINISH

FOS FACE OF STUD

FP FIREPROOF

FT FOOT OR FEET

FTG FOOTING

FUS FOLDING UTILITY SHELF

G GROUND

GA GAUGE

GALV GALVANIZED

GB GRAB BAR

GL GLASS

GL BLK GLASS BLOCK

GLZ CMU GLAZED CMU

GR GRADE

GWB GYPSUM WALL BOARD

GWB-IR GYPSUM WALL BOARD -

IMPACT RESISTANT

GWB-WR GYPSUM WALL BOARD -

WATER RESISTANT

HB HOSE BIBB

HC HOLLOW CORE

HD HAND DRYER

HDWD HARDWOOD

HGT HEIGHT

HM HOLLOW METAL

HORIZ HORIZONTAL

HR HOUR

HVAC HEATING, VENTILATION,

AIR CONDITIONING

ID INSIDE DIAMETER

INSUL INSULATION

INT INTERIOR

JS JOINT SEALANT

JT JOINT

LAB LABORATORY

LINO LINOLEUM

LAM LAMINATE

LAV LAVATORY

LKR LOCKER

LS INTERIOR LIGHTSHELF

LT LIGHT

LVT LUXURY VINYL TILE / PLANK

MATL MATERIAL

MAX MAXIMUM

MB MARKER BOARD

MECH MECHANICAL

MEMB MEMBRANE

MFR MANUFACTURER

MH MANHOLE

MIN MINIMUM

MISC MISCELLANEOUS

MO MASONRY OPENING

MP METAL PANEL

MS METAL SIDING

MTD MOUNTED

MTL METAL

MU MIRROR UNIT

MULL MULLION

(N) NEW

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NTS NOT TO SCALE

OA OVERALL

OC ON CENTER

OD OUTSIDE DIAMETER

OFCI OWNER FURNISHED

CONTRACTOR INSTALLED

OFF OFFICE

OFOI OWNER FURNISHED

OWNER INSTALLED

OPNG OPENING

OPP OPPOSITE

OTC SAPP OREGON TRANSPORATION COMMISSION

STANDARDS FOR ACCESSIBLE PARKING

PLACES

P-? PAINT COLOR

PBD PARTICLE BOARD

PC PRECAST

PERF PERFORATED

PL PROPERTY LINE

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLYWD PLYWOOD

PNL PANEL

PR PAIR

PS PROJECTION SCREEN

PT PRESSURE TREATED

PTAC PACKAGED TERMINAL

AIR CONDITIONER

PTD PAPER TOWEL DISPENSER

PTHP PACKAGED TERMINAL

HEAT PUMP

PTN PARTITION

Q QUARTZ

QT QUARRY TILE

R RADIUS OR RISER

RA RETURN AIR

RB RESILIENT BASE

RB HK ROBE HOOK

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

REF REFRIGERATOR

REINF REINFORCED

REQD REQUIRED

RESIL RESILIENT

RM ROOM

RO ROUGH OPENING

RT RUBBER / RESILIENT TILE

RVS REVERSED

RWL RAIN WATER LEADER

SAM SELF ADHERED MEMBRANE

SC SOLID CORE

SCHED SCHEDULE

SD STORM DRAIN OR SOAP DISPENSER

SECT SECTION

SHR SHOWER

SHT SHEET

SIM SIMILAR

SKLT SKYLIGHT

SLD SOLID SURFACE

SND SANITARY NAPKIN DISPOSAL

SNDU SANITARY NAPKIN DISPOSAL UNIT

SPEC SPECIFICATION

SQ SQUARE

SS SUNSCREEN

SST STAINLESS STEEL

ST STAIN

STA STATION

STD STANDARD

STL STEEL

STOR STORAGE

STRUCT STRUCTURAL

SUSP SUSPEND

SV SHEET VINYL

SYMM SYMMETRICAL

T TREAD

T&G TONGUE & GROOVE

TB TACKBOARD

TBD TO BE DETERMINED

TCD TOILET COVER DISPENSER

TEL TELEPHONE

THK THICKNESS

THRU THROUGH

TO TOP OF

TOC TOP OF CURB/CONCRETE

TOL TOLERANCE

TOS TOP OF STEEL

TOW TOP OF WALL

TPD TOILET PAPER DISPENSER

TPTN TOILET PARTITION

TR TRASH RECEPTACLE

TYP TYPICAL

UNFIN UNFINISHED

UNO UNLESS NOTED OTHERWISE

UR URINAL

US UTILITY SHELF

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VEST VESTIBULE

VIF VERIFY IN FIELD

VINYL VINYL

W/ WITH

WD WOOD

WRB WEATHER RESISTIVE BARRIER

ACT-1 12'-0"CEILING TYPE

CEILING TYPE

AFF

DOOR EXIT QUANTITY

NUMBER OF OCCUPANTS

6-01 X

FIRE RESISTIVE

ASSEMBLY RATING

0 NO FIRE RATING

0.5 30 MIN ASSEMBLY

1 1 HR ASSEMBLY

2 2 HR ASSEMBLY

3 3 HR ASSEMBLY

4 4 HR ASSEMBLY

WALL TYPE

VALUES RANGE

FROM 00-99

STUD THICKNESS

X NOMINAL MATERIAL THICKNESS

CORE MATERIAL BY SPEC DIVISION

3 DIV 03 CONCRETE

4 DIV 04 MASONRY

6 DIV 06 WOOD

9 DIV 09 NON-STRUCTURAL METAL FRAMING

WALL ASSEMBLY TAG LEGEND

NORTH

ROOM SQUARE FOOTAGE

ROOM OCCUPANCY

LOAD FACTOR

FUNCTION OF SPACE

Square Footage Function of Space

Occ. Load Factor # Occupants

108 BUSINESS

ACTUAL # OF OCCUPANTS

ACT-1

CEILING TYPE DIRECT APPLIED

TO STRUCTURE

INDICATES CENTER OF WALL

OR COLUMN

INDICATES FACE OF WALL OR

COLUMN

SHEET DESIGNATION

EARTH

ROCK FILL

CONCRETE

CMU

MANUFACTURED STONE

MASONRY

STEEL

ALUMINUM

WOOD, FINISH

MDF

PLYWOOD

ACOUSTIC TILE

GYPSUM BOARD

INSULATION, BATT

INSULATION, RIGID

FIBER CEMENT

SECTION

GLULAM

LETTER DESIGNATION SUB

GROUP WHEN NEEDED.

SECOND AND THIRD DIGITS

IDENTIFY ROOM

HEAD CONDITION

A HEAD CONIDITION SEE: /3 A6.10

A

REVISED AREA

BRICK

CONCRETE BLOCK

SHAKE SHINGLES

VERTICAL SIDING

MANUFACTURED STONE

STUCCO

LAP SIDING

BOARD AND BATTEN

ASPHALT ROOFING

ELEVATION

METAL ROOFING

1001 SW DISK DRIVE, SUITE 105

BEND OR 97702

541.388.9897

WWW.PINNACLEARCHITECTURE.COM

"ENHANCING LIVES AND COMMUNITIES"

CLIENT:

PROJECT ADDRESS:

PROJECT NO:

DRAWN BY:

CHECKED BY:

DATEAPPROVED FOR

© PINNACLE ARCHITECTURE, INC. 2024 ORIGINAL SHEET SIZE: 30"x42"

REV

DATEDESCRIPTION

BY

Autodesk Docs://2221.HCR Clackamas County Behavioral Health/2221.HCR Clackamas County Behavioral Health.rvt

2/5/2024 4:48:17 PM

LAKE ROAD HEALTH CENTER

CLACKAMAS COUNTY

6605 SE Lake Rd, Milwaukie, OR

97222

2221.HCR

PETER BAER

MALLORY FAIR

NOTES & CONVENTIONS

G0.11

BUILDING PERMIT 02.02.24 KK

UP

F E

C

FEC FEC

F E

C

F E

C

F E

C

FEC FEC

F E

C

F E

C

FEC

F E

C

FEC

FEC

F E

C

FEC

F E

C

FEC

F E

C

FEC

FEC

F E

C

FEC

F E

C

LEGEND - CODE PLAN

PATH OF EGRESS

44" MINIMUM CLEAR WIDTH

ILLUMINATED EGRESS PATH

DIRECTIONAL EXIT SIGN

EXIT SIGN AT DOOR

FIRE EXTINGUISHER CABINET

FIRE EXTINGUISHER CABINET

SEMI RECESSED

356OCCUPANT LOAD

AT DOOR OPENING

FEC

FEC

75' RADIUS

1-HR FIRE RATED PARTITION

2-HR FIRE RATED PARTITION

# Occupants

Square Footage Function of Space

Occ. Load Factor

B

# Occupants

Square Footage Function of Space

Occ. Load Factor

B

# Occupants

Square Footage Function of Space

Occ. Load Factor

B

# Occupants

Square Footage Function of Space

Occ. Load Factor

B

# Occupants

Square Footage Function of Space

Occ. Load Factor

B

# Occupants

Square Footage Function of Space

Occ. Load Factor

B

# Occupants

Square Footage Function of Space

Occ. Load Factor

S

# Occupants

Square Footage Function of Space

Occ. Load Factor

S

# Occupants

Square Footage Function of Space

Occ. Load Factor

S

# Occupants

Square Footage Function of Space

Occ. Load Factor

B

# Occupants

Square Footage Function of Space

Occ. Load Factor

B

# Occupants

Square Footage Function of Space

Occ. Load Factor

B

# Occupants

Square Footage Function of Space

Occ. Load Factor

B

# Occupants

Square Footage Function of Space

Occ. Load Factor

B

# Occupants

Square Footage Function of Space

Occ. Load Factor

B

# Occupants

Square Footage Function of Space

Occ. Load Factor

BUSINESS

# Occupants

Square Footage Function of Space

Occ. Load Factor

BUSINESS

# Occupants

Square Footage Function of Space

Occ. Load Factor

S

# Occupants

Square Footage Function of Space

Occ. Load Factor

S

# Occupants

Square Footage Function of Space

Occ. Load Factor

S

# Occupants

Square Footage Function of Space

Occ. Load Factor

A

212'-6" TRAVEL DISTANCE

73'-0" COMMON PATH TRAVEL DISTANCE

37' - 9 1/2"

98'-0" TRAVEL DISTANCE

141'-0" TRAVEL DISTANCE

OCCUPANCY GROUP

BUSINESS

13994 SF

BUSINESS

BUILDING OCCUPANCY DATA (NON-SEPARATED USE: PER 508.3)

OCCUPANCY CLASSIFICATION (PER 302): B

CONSTRUCTION TYPE (PER 602): TYPE II B

BUILDING LIMITATIONS

BASE ALLOWABLE FLOOR AREA (TABLE 506.2) GROUP B/ TYPE II= 69,000 SF

ALLOWABLE AREA INCREASE NOT USED

ACTUAL BUILDING AREA 41,793 SF GROSS TOTAL

ACTUAL BUILDING BREAKDOWN:

ALLOWABLE BUILDING HEIGHT (TABLE 504.3 / 504.4) 4 STORIES ( 75' HEIGHT)

ACTUAL BUILDING HEIGHT 3 STORIES ( 40' - 11" HEIGHT)

FIRE RESISTIVE BUILDING ELEMENTS (RATING)

STRUCTURAL FRAME NOT RATED (NR)

EXTERIOR BEARING WALLS NR

INTERIOR BEARING WALLS NR

EXTERIOR NON-BEARING WALLS NR

INTERIOR NON-BEARING WALLS NR

FLOOR CONSTRUCTION NR

ROOF CONSTRUCTION NR

CORRIDORS (Table 1020.1) NR

FIRE PROTECTION SYSTEMS

FIRE SUPPRESSION AND DETECTING SYSTEMS

AUTOMATIC FIRE SPRINKLER SYSTEM (NFPA 13)

FIRE & SMOKE DETECTION (NFPA 72)

FIRE EXTINGUISHER

REFERENCE: PLANS FOR (E) EXTINGUISHER LOCATIONS

MEANS OF EGRESS - EGRESS WIDTH REQUIREMENT

MAIN LEVEL EGRESS REQUIREMENT

DOOR: 0.2" PER OCCUPANT PER 1005.3.2

3'-0" DOOR (32" MIN CLR WIDTH) 6'-0" DOOR (64" MIN CLR WIDTH)

DOOR WIDTH REQUIRED: 542 X 0.2 = 10.9"

REFERENCE: PLAN DIAGRAMS FOR EXIT REQUIREMENTS

MAXIMUM COMMON PATH OF TRAVEL (TABLE 1006.2.1)

OCC. W/ SPRINKLER SYS.

B 100'

MAXIMUM TRAVEL DISTANCE (TABLE 1017.2)

OCC. W/ SPRINKLER SYS.

B 300'

PLUMBING SYSTEMS

FIXTURE REQUIREMENTS (TABLE 2902.1)

MALE / FEMALE PLUMBING COUNTS

OCCUPANT LOAD / 2 = M AND F COUNTS

REQUIRED -

WATERCLOSET (W/C) = 1 PER 25 OCC FOR THE FIRST 50 AND 1 PER 50 FOR THE REMAINING OCCUPANTS

LAVATORY (L) = 1 PER 40 OCC FOR THE FIRST 80 AND 1 PER 80 FOR THE REMAINING OCCUPANTS

CLASS/OCCUPANTS W/C M F LAV. M F TUB/SHOWER

GROUP B/ 318 OCCUPANTS 8 8 5 5 0

PROVIDED

CLASS/OCCUPANTS W/C M F U LAV. M F U TUB/SHOWER

GROUP B/ 318 OCCUPANTS 6 9 3 6 6 3 0

A117.1 ICC/ANSI A117.1-CURRENT EDITION

ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES

AMERICAN NATIONAL STANDARD, 2017 EDITION,

INTERNATIONAL CODE COUNCIL, INC.

NFPA NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

STANDARDS REFERENCED IN OUR STATE'S STATUTES AND REGULATION

GENERAL REFERENCES

REFERENCE CODES

CURRENT OSSC OREGON STRUCTURAL SPECIALTY CODE

(WITH OREGON AMENDMENTS) 2022

CURRENT OEESC OREGON ENERGY SPECIALTY CODE

(WITH OREGON AMENDMENTS)

CURRENT OPSC OREGON PLUMBING SPECIALTY CODE

(WITH OREGON AMENDMENTS)

CURRENT OESC OREGON ELECTRICAL SPECIALTY CODE

(WITH OREGON AMENDMENTS)

CURRENT NFPA 101 LSC

GENERAL

CLACKAMAS COUNTY, OR BUILDING DEPT.FIRE RESISTANCE CHART - BUILDING ELEMENTS

PRIMARY STRUCTURE (INCLUDING COLS., GIRDERS AND JOISTS)

EXTERIOR BEARING WALLS

INTERIOR BEARING WALLS

NON-BEARING EXTERIOR WALLS AND PARTITIONS

NON-BEARING INTERIOR WALLS AND PARTITIONS

FLOOR CONSTRUCTION (INCLUDING BEAMS & JOISTS)

ROOF CONSTRUCTION (INCLUDING BEAMS & JOISTS)

CONSTRUCTION ELEMENT - TYPE II RATING (HOURS)

(see TABLE 705.5)

X < 5'

5' ≤ X < 10'

10' ≤ X < 30'

X ≥ 30'

OSSC, TABLE 601 FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (HOURS)

OSSC, TABLE 705.5 FIRE-RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE

SEPARATION DISTANCE (FSD)

FSD (FEET) - TYPE B RATING (HOURS) - B OCCUPANCY

INTERIOR WALL AND CEILING FINISH REQUIREMENTS BY OCCUPANCY IN SPRINKLERED BUILDINGS

(TABLE 803.13)

GROUP INTERIOR STAIRWAYS CORRIDORS ROOMS

B B C C

SITE ELEMENTS:

- ACCESSIBLE SITE PATH MAINTENANCE,

DEMO AND REPLACE TO MEET CODE REQUIRED SLOPES

- ACCESSIBLE PARKING STALL,

DEMO AND REPLACE TO MEET CODE REQUIRED SLOPES

- ACCESSIBLE PARKING STALL,

REPAINTING AND WALKWAY REPAINTING

BUILDING INTERIOR:

- ACCESSIBLE RESTROOM UPGRADES,

ADDITIONAL (3) ADA RESTROOMS TO CURRENT REQUIRED CODE STANDARADS

- DOOR HARDWARE UPGRADES,

TO BE LEVER TYPES HANDLES FOR ADA COMPIANCE

ACCESSIBLE BARRIER REMOVAL PLAN

# Occupants

Square Footage Function of Space

Occ. Load Factor

B

# Occupants

Square Footage Function of Space

Occ. Load Factor

A

# Occupants

Square Footage Function of Space

Occ. Load Factor

S

# Occupants

Square Footage Function of Space

Occ. Load Factor

STORAGE

# Occupants

Square Footage Function of Space

Occ. Load Factor

B

# Occupants

Square Footage Function of Space

Occ. Load Factor

B

# Occupants

Square Footage Function of Space

Occ. Load Factor

B

# Occupants

Square Footage Function of Space

Occ. Load Factor

B

# Occupants

Square Footage Function of Space

Occ. Load Factor

B

# Occupants

Square Footage Function of Space

Occ. Load Factor

B

# Occupants

Square Footage Function of Space

Occ. Load Factor

B

# Occupants

Square Footage Function of Space

Occ. Load Factor

B

# Occupants

Square Footage Function of Space

Occ. Load Factor

B

# Occupants

Square Footage Function of Space

Occ. Load Factor

B

# Occupants

Square Footage Function of Space

Occ. Load Factor

# Occupants

Square Footage Function of Space

Occ. Load Factor

STORAGE

# Occupants

Square Footage Function of Space

Occ. Load Factor

B

# Occupants

Square Footage Function of Space

Occ. Load Factor

B

# Occupants

Square Footage Function of Space

Occ. Load Factor

B

138'-0" TRAVEL DISTANCE

162'-0" TRAVEL DISTANCE

103'-0" TRAVEL DISTANCE

# Occupants

Square Footage Function of Space

Occ. Load Factor

B

# Occupants

Square Footage Function of Space

Occ. Load Factor

B

# Occupants

Square Footage Function of Space

Occ. Load Factor

B

# Occupants

Square Footage Function of Space

Occ. Load Factor

B

# Occupants

Square Footage Function of Space

Occ. Load Factor

S

# Occupants

Square Footage Function of Space

Occ. Load Factor

B

# Occupants

Square Footage Function of Space

Occ. Load Factor

S

# Occupants

Square Footage Function of Space

Occ. Load Factor

S

# Occupants

Square Footage Function of Space

Occ. Load Factor

B

# Occupants

Square Footage Function of Space

Occ. Load Factor

S

# Occupants

Square Footage Function of Space

Occ. Load Factor

B

# Occupants

Square Footage Function of Space

Occ. Load Factor

B

# Occupants

Square Footage Function of Space

Occ. Load Factor

B

# Occupants

Square Footage Function of Space

Occ. Load Factor

B

# Occupants

Square Footage Function of Space

Occ. Load Factor

B

# Occupants

Square Footage Function of Space

Occ. Load Factor

B

# Occupants

Square Footage Function of Space

Occ. Load Factor

B

# Occupants

Square Footage Function of Space

Occ. Load Factor

S

# Occupants

Square Footage Function of Space

Occ. Load Factor

B

# Occupants

Square Footage Function of Space

Occ. Load Factor

B

# Occupants

Square Footage Function of Space

Occ. Load Factor

B

68'-0" TRAVEL DISTANCE

78'-0" TRAVEL DISTANCE

165'-0" TRAVEL DISTANCE

14238 SF

BUSINESS

13507 SF

BUSINESS

1001 SW DISK DRIVE, SUITE 105

BEND OR 97702

541.388.9897

WWW.PINNACLEARCHITECTURE.COM

"ENHANCING LIVES AND COMMUNITIES"

CLIENT:

PROJECT ADDRESS:

PROJECT NO:

DRAWN BY:

CHECKED BY:

DATEAPPROVED FOR

© PINNACLE ARCHITECTURE, INC. 2024 ORIGINAL SHEET SIZE: 30"x42"

REV

DATEDESCRIPTION

BY

Autodesk Docs://2221.HCR Clackamas County Behavioral Health/2221.HCR Clackamas County Behavioral Health.rvt

2/5/2024 4:48:27 PM

LAKE ROAD HEALTH CENTER

CLACKAMAS COUNTY

6605 SE Lake Rd, Milwaukie, OR

97222

2221.HCR

PETER BAER

BL

CODE PLAN

G1.10

BUILDING PERMIT 02.02.24 KK

1/16" = 1'-0"2

LEVEL_01 - OCCUPANT LOAD

1/32" = 1'-0"1

LEVEL_01 - OCCUPANCY GROUP

BUILDING INFORMATION

Name Area

BUSINESS 41,739 SF

GRAND TOTAL 41,739 SF

OSSC TABLE 1004.5

OCCUPANT LOAD

1/16" = 1'-0"5

LEVEL_02

1/16" = 1'-0"6

LEVEL_03

1/32" = 1'-0"3

LEVEL_02

1/32" = 1'-0"4

LEVEL_03

M

IN

MIN.

* 1' - 0"

* IF DOOR HAS BOTH A

CLOSER AND LATCH

* IF DOOR HAS BOTH A

CLOSER AND LATCH

MIN.

1' - 10"

M

IN

M

IN

*IF CLOSER IS PROVIDED

M

IN

MIN.

2' - 0"

(J)

LATCH SIDE APPROACH

SLIDING AND FOLDING DOORS

(D)

FRONT APPROACH SWINGING

DOORS

(E)

HINGE SIDE APPROACH SWINGING

DOORS

NOTE: 2 OPTIONS

(F)

LATCH SIDE APPROACH

SWINGING DOORS

(G)

FRONT APPROACH SLIDING/FOLDING

DOORS

M

IN

MIN.

2' - 0"

M

IN

M

IN

*IF CLOSER IS PROVIDED

O P

T B

M

IN

O P

T A

M

IN

OPT B: 3' - 6" MIN.

OPT A: 3' - 0" MIN.

MIN.

1' - 6"M

IN

MIN.

1' - 10"

M

IN

(H)

SLIDE SIDE APPROACH

SLIDING/FOLDING DOORS

M

IN

M

IN

MIN.

2' - 0"

(A)

FRONT APPROACH

(B)

HINGE SIDE APPROACH

(C)

LATCH SIDE APPROACH

10"3' - 10"

M A

X

M

IN

4" 1' - 2" 2' - 3"

REINFORCING FOR GRAB BARS AT WATER CLOSET

PROVIDE WOOD 2X GRAB BAR REINFORCEMENT AT WATER CLOSETS IN ACCESSIBLE UNITS PER

DRAWING ABOVE. PATCH AND PAINT WALLS AT NEW BLOCKING.

SHOWER STALLS TO HAVE BUILT-IN GRAB BARS IN ACCESSIBLE UNITS

BATHTUBS TO HAVE BUILT-IN GRAB BARS IN ACCESSIBLE UNITS

M

IN

M A

X

RAMP MEN'S RESTROOM WOMEN'S RESTROOM

1. ACCESSIBLE SIGNS IDENTIFY ROOMS AND SPACES, INCLUDING UNIT NUMBERS, LAUNDRY, PUBLIC

BATHROOM AND OFFICES.

A. LETTERS AND NUMERALS: RAISED 1/32 IN. MINIMUM, UPPERCASE, SANS SERIF, 5/8 TO 2

IN. IN HEIGHT, AND ACCOMPANIED BY GRADE 2 BRAILLE.

B. PICTOGRAM BORDERS AT LEAST 6 IN. HIGH.

C. SURFACES HAVE A NONGLARE FINISH; LEVEL OF SHEEN MUST BE "EGGSHELL" OR LESS.

D. PROVIDE CONTRAST BETWEEN THE CHARACTERS AND BACKGROUND.

E. MOUNTING: 60 IN. MAX ABOVE FINISHED FLOOR TO BASELINE OF LOWEST RAISED

CHARACTER, PREFERABLY ON THE LATCH SIDE OF DOOR OR THE CLOSEST WALL SPACE.

DO NOT MOUNT WITHIN THE SWINGING PATH OF A DOOR OR WHERE A PERSON

CANNOT APPROACH WITHIN 3 IN. OF THE SIGN.

F. CONTRACTOR TO COORDINATE BRAILLE LETTERING TO INDICATE CORRECT SIGNAGE

DESCRIPTION

2. IDENTIFY SUCH ACCESSIBLE FEATURES AS ASSISTIVE LISTENING DEVICES, PARKING, AND TEXT

TELEPHONES. WHEN NOT ALL SUCH FEATURES ARE ACCESSIBLE, IDENTIFY THE ACCESSIBLE ONES

(E.G., TOILET ROOMS AND PARKING) USE PICTOGRAMS AT LEAST 6 IN. HIGH ACCOMPANIED BY A

VERBAL DESCRIPTION.

INSULATED PIPE COVERS

@ ADA SINKS

2' - 6"

11" MAX

MIRROR

SOAP DISPENSER

MIRROR

CLEAR FLOOR SPACE:

30" WIDE x 52" DEEP

WALL MOUNT

SINK SIDE ELEVATION

SINK FRONT ELEVATION

M

A X

(A

D A

M

IN

M

IN

R E

F

LE

C T

IN

G

S U

R F

A C

E

M A

X

M

IN

MAX.

6"

MIN.

11"

MIN.

8"

25" MAX.

NOTE:

1. PROVIDE BACKING PLATES AND SUPPORT FOR ALL WALL MOUNTED ACCESSORIES.

2. FOLLOW MOUNTING HEIGHTS INDICATED IN THIS DETAIL UNLESS NOTED OTHERWISE IN PROJECT DETAILS. NOTIFY ARCHITECT OF DISCREPANCIES.

3. PROVIDE WOOD 2X REINFORCEMENT AT ALL GRAB BAR LOCATIONS & WALL MOUNTED ACCESSORIES.

HAND SHOWER,

BAR MOUNTED

CONTROL AREA

60" HOSE

GRAB BAR, TYP.

CONTROL WALL BACK WALL PLAN URINAL, FRONT ELEVATION TOILET, SIDE ELEVATION TOILET, FRONT ELEVATION DRINKING FOUNTAINS

LAVATORIES

RESTROOM CLEARANCES

CONTROL WALL

ADA STANDARD

WALL (WHERE OCCURS)

HANDLE TO FACE

ACCESSIBLE SIDE

GRAB BAR

TCD SND TPH

SE

A

T

FOLDING SEAT

1' - 3"

4" MAX.

15" MAX

/4

M

A X

T H

R E

S H

O

LD

M

IN

M

A X

T

O S

H O

W E

R C

U R

T A

IN

R

O D

1' - 6"

M

IN

52" MIN.

15"-16"

M A

X

.2-1/2" MAX.

-1

-1

/2

M A

X

22"-23"

36" CLEAR

C

LE

A R

M

A X

M

A X

A D

A

S T

A N

D A

R D

1' - 3"

2'-6" MIN. CLR. FLR.

(1

M

IN

M A

X

M

IN

3' - 6"

12" MAX.

-1

/2

C

LR

7" MIN. - 9" MAX.

24" - 42"

39" - 41"

3' - 0" MIN.

2' - 0" MIN.1' - 0" MIN.

M

IN

M

A X.

A D

A

ST

A

N D

A R

D

16" - 18"

M

IN

M

A X

T O

S P

O U

T

T

O S

P O

U T

SOAP DISPENSER

LEVER HANDLE

MIRROR OR

REFLECTIVE

SURFACE

INSULATED PIPE

COVER @

EXPOSED PIPES

25" MAX.

11" MAX.

M

IN

M

IN

M A

X

8" MIN

6" MAX

11 MIN.

R E

F

LE

C T

IN

G

S U

R F

A C

E

M

A X

T

O

M

IN

W

A

LL

H U

N G

M

IN

F

LO

O R

M O

U N

T E

D

60" MIN.

MAX.

4"

2' - 6"

REACH RANGES APPLY TO OPERABLE PARTS OF CONTROLS

UNOBSTRUCTED HIGH FORWARD REACH = 48" MAX.

UNOBSTRUCTED LOW FORWARD REACH = 15" MIN.

HIGH FORWARD REACH OVER OBSTRUCTION <20" = 48"

HIGH FORWARD REACH OVER OBSTRUCTION 20"-25" = 44"

UNOBSTRUCTED HIGH SIDE REACH = 48" MAX.

UNOBSTRUCTED LOW SIDE REACH = 15" MIN.

HIGH SIDE REACH OVER OBSTRUCTION 34" MAX. HIGH BY 10" MAX DEPTH = 48" MAX

HIGH SIDE REACH OVER OBSTRUCTION 34" MAX. HIGH BY 10-24" MAX DEPTH = 46" MAX

SIDE REACH:FORWARD REACH:

CONTROLS INCLUDING BUT NOT LIMITED TO:

FIRE PULLS

SWITCHES

OUTLETS

THERMOSTATS

DOOR BELLS

SECURITY CONTROLS

THERMOSTATS

DOOR BELLS

SECURITY CONTROLS

KEYPADS

A/V DOOR BELL STROBE,

A/V SMOKE DETECTOR STROBE

CONTROLS

ELECTRICAL PANEL OR

FIRE EXTINGUISHER

DUPLEX OUTLETDATA

OUTLET

SOAP

DISPENSER

PAPER TOWEL

DISPENSER

48"

44"

18"

84"

VENDING

CLOSETS

OVER AN OBSTRUCTION - FORWARD REACH:

HIGH FORWARD REACH OVER OBSTRUCTION <20" = 48"

HIGH FORWARD REACH OVER OBSTRUCTION 20"-25" = 44"

*WHEN COUNTERTOP DEPTH EXCEEDS 24" PROVIDE MOUNTING BLOCK FOR CONTROLS

SEE "MOUNTING BLOCK DETAIL" G5.10

SIDE REACH:

OVER AN OBSTRUCTION - SIDE REACH

HIGH SIDE REACH OVER OBSTRUCTION 34" MAX. HIGH BY 10" MAX. DEPTH = 48"

HIGH SIDE REACH OVER OBSTRUCTION 34" MAX. HIGH BY 10-24" MAX. DEPTH= 46"

*WHEN COUNTERTOP DEPTH EXCEEDS 24" PROVIDE MOUNTING BLOCK FOR CONTROLS

SEE "MOUNTING BLOCK DETAIL" G5.10

O U

TL

ET

S

SW

IT

C H

ES

O U

TL

ET

S

SW

IT

C H

ES

CLOSET SHELF

CLOSET ROD

1' - 0"

S T

A N

D A

R D

N

O N

-A C

C E

S S

IB

LE

/4

(A C

C E

S

SI

B

LE

M

IN

M

A X

M

A X

20" MAX. 20" - 25"

M

A X

M

A X

M

A X

10" MAX.

M

A X

M

A X

10" MIN. - 24" MAX.

O U

TL

ET

S

SW

IT

C H

ES

O U

TL

ET

S

SW

IT

C H

ES

> 24"

MOUNTING BLOCK DETAIL

BLOCKING FOR CONTROLS ARE REQUIRED FOR ALL COUNTERTOPS EXCEEDING 24", TWO

OPTIONS AVALIABLE DEPENDING ON COUNTERTOP HEIGHTS

OPTION 1: IF COUNTERTOP HEIGHT AND BACKSPLASH ARE BELOW MOUNTING HEIGHT

REQUIREMENTS OF OUTLETS OR SWITCHES THEN MOUNT ELECTRICAL OUTLETS OR

SWITCHES ON PAINTED BLOCK THAT REDUCES THE REACH RANGE TO UNDER 24". THE

BLOCK AND OUTLET MUST HAVE AT LEAST A 1/2" GAP AFTER INSTALL BETWEEN BLOCK AND

BACKSPLASH. 1/4" MOUNTING SURFACE MUST BE VISIBLE AROUND SWITH OR OUTLET AND

CENTER ON MOUNTING BLOCK.

OPTION 2: IF COUNTERTOP HEIGHT AND BACKSPLASH ARE WITHIN MOUNTING HEIGHT

REQUIREMENT OF OUTLETS OR SWITCHES THEN MOUNT ELECTRICAL OUTLETS OR SWITCHES

HORIZONTAL IN A 6" BACKSPLASH.

FRONT

BACKSPLASH

> 24"

E Q

E Q

FRONT

BACKSPLASH

/2

MOUNTING

BLOCKTYP

1/4"

OUTLET OR

SWITCH

OPTION 1 OPTION 2

(A C

C E

S

SI

B

LE

M

A X

1001 SW DISK DRIVE, SUITE 105

BEND OR 97702

541.388.9897

WWW.PINNACLEARCHITECTURE.COM

"ENHANCING LIVES AND COMMUNITIES"

CLIENT:

PROJECT ADDRESS:

PROJECT NO:

DRAWN BY:

CHECKED BY:

DATEAPPROVED FOR

© PINNACLE ARCHITECTURE, INC. 2024 ORIGINAL SHEET SIZE: 30"x42"

REV

DATEDESCRIPTION

BY

Autodesk Docs://2221.HCR Clackamas County Behavioral Health/2221.HCR Clackamas County Behavioral Health.rvt

2/5/2024 4:48:29 PM

LAKE ROAD HEALTH CENTER

CLACKAMAS COUNTY

6605 SE Lake Rd, Milwaukie, OR

97222

2221.HCR

PETER BAER

MALLORY FAIR

GENERAL ACCESSIBILITY DETAILS

G5.10

BUILDING PERMIT 02.02.24 KK

1/4" = 1'-0"2

DOOR MANUEVERING CLEARANCES

1/2" = 1'-0"3

GRAB BAR REINFORCING

NTS1

SIGNAGE

1/2" = 1'-0"4

SINK

1/2" = 1'-0"5

MOUNTING HEIGHTS

1/2" = 1'-0"6

REACH RANGES

EXISTING BRICK AT BUILDING ENTRANCE

EXISTING BRICK FEATURE TO

BE REMOVED FOR ADA

ACCESS, SEE SHEET AS1.10

EXISTING ELECTRICAL ON LEVEL 01 (IT 122)

(E) ELECTRICAL PANELS TO

REMAIN IN PLACE; MAINTAIN

MIN CLEARANCES IN FRONT

OF PANELS; SEE SHEETS

AD1.11 & A1.10

(E) DOOR AND

FRAME TO BE

REMOVED AND

INFILLED

EXISTING PARTIAL WALL IN LOBBY ON LEVEL 02 (LOBBY 201)

EXISTING PARTIAL WALL WITH

DECORATIVE LIGHTING TO BE

REMOVED IN ITS ENTIRETY; REFER TO

SHEETS AD1.12 & A2.21

SELECT DEMOLITION OF (E) WALL TO

OPEN TO OPEN OFFICES OTHER SIDE

OF WALL; REFER TO SHEET AD1.12

EXISTING CASEWORK TO BE

REMOVED IN ITS ENTIRETY

(E) FIRE ALARM CABINET TO

REMAIN IN PLACE

EXISTING LOBBY ON LEVEL 02 (LOBBY 201)

EXISTING DOORS, FRAME, AND

SIDELITE TO BE REMOVED IN THEIR

ENTIRETY

EXISTING DOOR AND FRAME TO

BE REMOVED IN ITS ENTIRETY

EXISTING WALL PANELING ON LEVEL 03 (Q&D TRAINING ROOM)

EXISTING WOOD WAINSCOT TO REMAIN

IN PLACE, NO WORK TO BE DONE;

PROTECT DURING CONSTRUCTION

EXISTING CARPET TO BE REMOVED

EXISTING CLERESTORY GLAZING ON LEVEL 03 (GROUP ROOM 324)

SELECT DEMOLITION OF (E) GLAZING

FOR (N) WALL CONNECTION; REFER

TO SHEETS AD1.13 & A1.12

(E) GLAZING TO REMAIN IN PLACE

GENERAL LOCATION OF

WOOD WAINSCOT IN

BUILDING ON LEVEL 03

1001 SW DISK DRIVE, SUITE 105

BEND OR 97702

541.388.9897

WWW.PINNACLEARCHITECTURE.COM

"ENHANCING LIVES AND COMMUNITIES"

CLIENT:

PROJECT ADDRESS:

PROJECT NO:

DRAWN BY:

CHECKED BY:

DATEAPPROVED FOR

© PINNACLE ARCHITECTURE, INC. 2024 ORIGINAL SHEET SIZE: 30"x42"

REV

DATEDESCRIPTION

BY

Autodesk Docs://2221.HCR Clackamas County Behavioral Health/2221.HCR Clackamas County Behavioral Health.rvt

2/5/2024 4:48:30 PM

LAKE ROAD HEALTH CENTER

CLACKAMAS COUNTY

6605 SE Lake Rd, Milwaukie, OR

97222

2221.HCR

PETER BAER

MALLORY FAIR

EXISTING PHOTOS - REFERENCE

ONLY

G6.10

BUILDING PERMIT 02.02.24 KK

REMOVE AND REPLACE EXISTING ASPHALT

WITH COMPLIANT ADA SLOPES

REMOVE AND REPLACE

EXISTING CONCRETE

PAVEMENT WITH

COMPLIANT ADA SLOPES

REMOVE AND REPLACE EXISTING CONCRETE

PAVEMENT WITH COMPLIANT ADA SLOPES,

SEE /4 AS1.10

(E) MONUMENT SIGN TO BE

UPDATED BY OTHERS

ACCESSIBLE SITE PATH

ACCESSIBLE PATH TO

BUILDING

AS1.10

AS1.10

AS1.10

PAINT STRIPING FOR

ACCESSIBLE WALKWAY

BUILDING AREA MIN. SPACES REQUIRED MAX. SPACES ALLOWED SPACES PROVIDED

VEHICLE PARKING INFORMATION

2.7 x 41.7 = 113 SPACES 3.4 x 41.7 = 141 SPACES 140 EXISTING SPACES

PER CLACKAMAS COUNTY ZONING DEPARTMENTS "OFFICE USES" PER TABLE 1015-1

41,739 SF / 1000 = 41.739

140 EXISTING SPACES PROVIDED REQUIRES 5 ADA SPACES PER TABLE 1106.2 = 5 ADA SPACES PROVIDED (2) VAN AND 3 STANDARD

GENERAL SITE PLAN NOTES

1. SITE LIGHTING TO REMAIN AS EXISTING.

NOTES:

1. SIGN TO BE PER LOCAL

JURISDICTION REQUIREMENTS.

VERIFY SIZE, SHAPE & WORDING.

2. PROVIDE SIGN AT EACH H.C. STALL

2" SQ. GALV. TUBE

w/ CAP, PAINT

12" DIA. CONCRETE PIER

OTC SAPP R7-8 MTL. SIGN, BOLT

TO STL. PIPE POST.

RESERVED

PARKING

STAINLESS STL.

FASTENERS TYP

VAN

ACCESSIBLE

LANDSCAPING

OTC SAPP R7-8P WHERE NOTED

DIA.

10"

A B

O V

E G

R A

D E

WHEELCHAIR

USER ONLY

OTC SAPP OR7-8C WHERE NOTED

SIGN

R7-8

SIGN

R7-8P

SIGN

OR7-8C

MAX 1:50

SLOPE IN ALL DIRECTIONS TYP.

FOR ADA PARKING STALL AND

ACCESS AISLE.

CENTERLINE

OF STALL

(E) CURB WHERE

OCCURS

MIN.

2' - 0" SIGN PLACEMENT

MIN.

2' - 0"

VAN ACCESS 8'-0" MIN 9' - 0" MIN

PROVIDE SIGN OTC SAPP

OR7-9 @ ACCESS AISLE

PROVIDE SIGN OTC SAPP OR7-8

VAN ACCESSIBLE SEE 3/AS5.10

PER OTC SAPP FIGURE 6"NO PARKING" PER OTC SAPP FIGURE 7

SEE OTHER SIDE FOR

REQUIREMENTS

PER OTC SAPP FIGURE 6

NOTE: MAX 1:50 SLOPE IN

ALL DIRECTIONS TYP. U.N.O.

PROVIDE SIGN OTC SAPP

R7-8, SEE 3/AS5.10

LA

N

D S C

A P

IN

G

M A

X

IN

S T

A

LL

I N

(E) CONC. SIDEWALK

MAX 1:50

SLOPE IN ALL DIRECTIONS TYP.

FOR ADA PARKING STALL AND

ACCESS AISLE.

CENTERLINE

OF STALL

(E) CURB

C

LR

M

IN

MIN.

2' - 0" SIGN PLACEMENT

MIN.

2' - 0"

1:50

MAX

SLOPE

VAN - 8' - 0" MIN 9' - 0" MIN

PROVIDE SIGN OTC SAPP

OR7-9 S ACCESS AISLE,

MOUNTED TO POST OR

BUILDING PER OWNER

PROVIDE SIGN OTC SAPP OR7-8

VAN ACCESSIBLE SEE 3/AS5.10

PER OTC SAPP FIGURE 6"NO PARKING" PER OTC SAPP FIGURE 7

SEE OTHER SIDE FOR

REQUIREMENTS

STANDARD 6' - 0" MIN.

1:12 MAX

SEE OTHER SIDE FOR

REQUIREMENTS

(E) CURB

PROVIDE SIGN OTC SAPP

OR7-9 S ACCESS AISLE,

MOUNTED TO POST OR

BUILDING PER OWNER

(E) BUILDING

"NO PARKING" PER OTC SAPP FIGURE 7 PER OTC SAPP FIGURE 6PER OTC SAPP FIGURE 6

LINE OF BUILDING

OVERHANG ABOVE

5' - 0"5' - 0"

BUILDING ENTRY

NOTE: MAX 1:50 SLOPE IN

ALL DIRECTIONS TYP. U.N.O.

1:12 MAX 1:50

MAX

SLOPE

1:12 MAX 1:12 MAX

PROVIDE SIGN OTC SAPP

R7-8, SEE 3/AS5.10

1:12 MAX

1:50

MAX

SLOPE

REMOVE EXISTING BRICK

FEATURE FOR ADA ACCESS

4' - 6" 4' - 6" 4' - 6" 4' - 6"

PRE MANUFACTURED CONCRETE BOLLARD;

BASIS OF DESIGN: LANDSCAPE FORMS,

ANNAPOLIS 12 INCH BOLLARD (NO LIGHT,

COUNTY STANDARD), SEE MANUFACTURER

FOR INSTALLATION REQUIREMENTS.

1:12 MAX

PAINT STRIPING FOR

ACCESSIBLE WALKWAY

EXISTING SIDEWALK

TO REMAIN

EXISTING SIDEWALK

BUILDING ENTRY

REPLACE EXISTING SIDEWALK

ENTRY, REGRADE TO MEET

ACCESSIBLE SLOPES

1:20

MAX

SLOPE

SCOPE OF CONCRETE REPLACEMENT

S C

O P

E O

F C

O N

C R

E T

E R

E P

LA

C

E M

E N

T

1001 SW DISK DRIVE, SUITE 105

BEND OR 97702

541.388.9897

WWW.PINNACLEARCHITECTURE.COM

"ENHANCING LIVES AND COMMUNITIES"

CLIENT:

PROJECT ADDRESS:

PROJECT NO:

DRAWN BY:

CHECKED BY:

DATEAPPROVED FOR

© PINNACLE ARCHITECTURE, INC. 2024 ORIGINAL SHEET SIZE: 30"x42"

REV

DATEDESCRIPTION

BY

Autodesk Docs://2221.HCR Clackamas County Behavioral Health/2221.HCR Clackamas County Behavioral Health.rvt

2/5/2024 4:48:36 PM

LAKE ROAD HEALTH CENTER

CLACKAMAS COUNTY

6605 SE Lake Rd, Milwaukie, OR

97222

2221.HCR

PETER BAER

BJL

ARCHITECTURAL SITE PLAN

AS1.10

BUILDING PERMIT 02.02.24 KK

1" = 20'-0"1

SITE PLAN

NTS3

TYP. PARKING SIGN

1/4" = 1'-0"4

TYPICAL H/C PARKING PLAN

NORTH

1/4" = 1'-0"5

TYPICAL H/C PARKING PLAN

1/4" = 1'-0"2

ENLARGED ENTRY PLAN

COMPLETE LEGEND

J# AT XX" OC

- INDICATES DIRECTION DECK OR

SHEATHING TO SPAN

- INDICATES JOIST TYPE AND

SPACING, REF PLANS & JOIST

FRAMING SCHEDULE

- INDICATES DIRECTION

TIMBER TO SPAN

- INDICATES KEYED NOTE

- INDICATES CHANGE IN SLOPE

- INDICATES STEP IN ELEVATION

- INDICATES MECHANICAL UNIT

- INDICATES NEW COLUMN BELOW

- INDICATES ELEVATION

- INDICATES EXISTING EXTERIOR

AND INTERIOR WALL

- INDICATES NEW INTERIOR WALL

- INDICATES EXISTING COLUMN BELOW

ROOF

ROOF

FRAMING

PLAN

PARAPET

HIGH ROOF

FRAMING

PLAN

LEVEL 3

FLOOR

FRAMING

PLAN

LEVEL 2

FLOOR

FRAMING

PLAN

LEVEL 1

FOUNDATION

PLAN

" INCH DBA DEFORMED BAR ANCHOR HAS HEADED ANCHOR STUD OD OUTSIDE DIAMETER THK THICK

# NUMBER, POUND DBL DOUBLE HC HOLLOW CORE OH OVERHEAD THRD THREADED

& AND DEFL DEFLECTION HCP HOLLOW CORE PLANK OPNG OPENING TOB TOP OF BEAM

' FEET DEMO DEMOLITION HDD HEADED ANCHOR STUD OPP OPPOSITE, OPPOSITE HAND TOC TOP OF COLUMN, TOP OF CURB

@ AT DEPT DEPARTMENT HDR HEADER OSWJ OPEN WEB STEEL JOIST TOF TOP OF FOOTING

(E) EXISTING DETL DETAIL HEX HEXAGONAL TOJ TOP OF JOIST

(N) NEW DF DOUG FIR (DOUGLAS FIR) HM HOLLOW METAL P/L PROPERTY LINE TOL TOP OF LINTEL, LANDING

DIA DIAMETER HORIZ HORIZONTAL PAF POWDER ACTUATED FASTENERS TOL TOLERANCE

AB ANCHOR BOLT DIAG DIAGONAL HSS HOLLOW STRUCTURAL SHAPE PC PRECAST TOP TOP OF PIER, TOP OF PLATE

ACI AMERICAN CONCRETE INSTITUTE DIAPH DIAPHRAGM HT HEIGHT PCF POUNDS PER CUBIC FOOT TOPV TOP OF PAVEMENT

ADD ADDENDUM, ADDITION DIM DIMENSION HVAC HEATING, VENTILATION, AIR CONDITIONING PERF PERFORATE, PERFORATED, PERFORMANCE TOS TOP OF SLAB, TOP OF STEEL

ADJ ADJUST, ADJUSTABLE DKG DECKING PERIM PERIMETER TOW TOP OF WALL

AESS ARCHITECTURALLY EXPOSED STRUCTURAL STEEL DL DEAD LOAD IBC INTERNATIONAL BUILDING CODE PE PROFESSIONAL ENGINEER TRANS TRANSVERSE

AFF ABOVE FINISH FLOOR DWG DRAWING ICF INSULATED CONCRETE FORMS PERP PERPENDICULAR TRANSL TRANSLUCENT

ALT ALTERNATE DWGS DRAWINGS ID INSIDE DIAMETER PL PLATE TYP TYPICAL

ALUM ALUMINUM DWL DOWEL IN INCH, INCHES PLF POUNDS PER LINEAL FOOT

APPROX APPROXIMATELY INFO INFORMATION PLWD PLYWOOD UNO UNLESS NOTED OTHERWISE

ARCH ARCHITECTURE EIFS EXTERIOR INSULATED FINISH SYSTEM INSP INSPECTION PNL PANEL UTIL UTILITY

ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS ELEV ELEVATOR INSUL INSULATION PREFAB PREFABRICATED

AVG AVERAGE ENGR ENGINEER INT INTERIOR PREFIN PREFINISHED VERT VERTICAL

AWS AMERICAN WELDING SOCIETY EOR ENGINEER OF RECORD PSF POUNDS PER SQUARE FOOT VFY VERIFY

EQ EQUAL JST JOIST PSI POUNDS PER SQUARE INCH VIF VERIFY IN FIELD

BALC BALCONY EQPT EQUIPMENT JT JOINT, JOINTS PSL PARALLEL STRAND LUMBER

BD BOARD ES EACH SIDE PT PRESERVATIVE TREATED, POST-TENSIONED W/ WITH

BEV BEVEL EW EACH WAY K KILOPOUND (1000 POUNDS) W/O WITHOUT

BKR BACKER EXIST EXISTING KIP KILOPOUND (1000 POUNDS) QTY QUANTITY WD WOOD

BLDG BUILDING EXP EXPANSION WF WIDE FLANGE (STRUCTURAL STEEL)

BLK BLOCK EXPO EXPOSED L ANGLE, LEFT, LENGTH RAD RADIUS WP WORK POINT OR WORKING POINT

BLKG BLOCKING EXT EXTERIOR LAM LAMINATE, LAMINATED RCP REFLECTED CEILING PLAN WR WATER RESISTANT, WATER RESISTIVE

BM BEAM LAT LATERAL RD ROOF DRAIN WS WATERSTOP

BOC BOTTOM OF CURB F TO F FACE TO FACE LB POUND REF REFERENCE WT WEIGHT

BOT/BTM BOTTOM FAB FABRICATIONS / FABRICATED LF LINEAL FEET, LINEAR FOOTAGE REINF REINFORCED, REINFORCING WWF WOVEN WIRE FABRIC

BOW BOTTOM OF WALL FB FLAT BAR LIN LINEAR REQ REQUIREMENTS

BP BASE PLATE FDTN FOUNDATION LIN FT LINEAL FEET, LINEAR FOOTAGE REQD REQUIRED

BRDG BRIDGE, BRIDGING FE FROELICH ENGINEERS LL LIVE LOAD REV REVISION

BRG BEARING FF FINISH FLOOR LLH LONG LEG HORIZONTAL RO ROUGH OPENING

BRK BRICK FFE FINISH FLOOR ELEVATION LLV LONG LEG VERTICAL

BSMT BASEMENT FIN FINISH LNTL LINTEL SCHED SCHEDULE

BU BUILT-UP FLR FLOOR LONG LONGITUDINAL SE STRUCTURAL ENGINEER

FOC FACE OF CONCRETE LSL LAMINATED STRAND LUMBER SECT SECTION

CEM CEMENT, CEMENTITIOUS FOF FACE OF FINISH LT WT LIGHTWEIGHT SF SQUARE FEET

CGS CENTER OF GRAVITY OF STRAND FOM FACE OF MASONRY LVL LAMINATED VENEER LUMBER SGL SINGLE

CIP CAST IN PLACE FOS FACE OF STUD SHT SHEET

CJ CONTROL JOINT FR FIRE RATED, FIRE RESISTIVE MANUF MANUFACTURER, MANUFACTURED SHTG SHEATHING

CL CENTER LINE FRM FRAMED, FRAMING MAX MAXIMUM SIM SIMILAR

CLG CEILING FRR FIRE RESISTANCE RATED MB MACHINE BOLT SIMP SIMPSON STRONG TIE

CLR CLEAR FRT FIRE RETARDANT TREATED MECH MECHANICAL SL SNOW LOAD

CMU CONCRETE MASONRY UNIT FT FOOT, FEET MEZZ MEZZANINE SOG SLAB ON GRADE

COL COLUMN FTG FOOTING MFR MANUFACTURER, MANUFACTURED SPEC SPECIFICATION, SPECIFICATIONS

COMP COMPOSITE, COMPENSATION FURRG FURRING MIN MINIMUM SQ SQUARE

CONC CONCRETE FUT FUTURE MISC MISCELLANEOUS SS STAINLESS STEEL

COND CONDITION MTL METAL STD STANDARD

CONN CONNECTION GA GAUGE MUL MULLION STIFF STIFFENER

CONSTR CONSTRUCTION GALV GALVANIZED STL STEEL

CONT CONTINUOUS GC GENERAL CONTRACTOR N NORTH STRUCT STRUCTURAL

CORR CORRIDOR GEN GENERAL NIC NOT IN CONTRACT SUSP SUSPENDED

CTR CENTER GL GLU-LAMINATED NO NUMBER SYM SYMMETRICAL

CTRL CONTROL GLB GLU-LAMINATED BEAM NOM NOMINAL

CTSK COUNTERSINK GND GROUND NTS NOT TO SCALE T AND B TOP AND BOTTOM

CU CUBIC GR GRADE T AND G TONGUE AND GROOVE

CUST CUSTOM GT GIRDER TRUSS OC ON CENTER TAN TANGENT

GYP GYPSUM

GYP BD GYPSUM BOARD

froelich-engineers.com | Portland, OR | Bend, OR | Denver, CO

1001 SW DISK DRIVE, SUITE 105

BEND OR 97702

541.388.9897

WWW.PINNACLEARCHITECTURE.COM

"ENHANCING LIVES AND COMMUNITIES"

CLIENT:

PROJECT ADDRESS:

PROJECT NO:

DRAWN BY:

CHECKED BY:

DATEAPPROVED FOR

© PINNACLE ARCHITECTURE, INC. 2023 ORIGINAL SHEET SIZE: 30"x42"

REV

DATEDESCRIPTION

BY

FE# 23-T126

C:\Users\FCE-CAD-8B\Documents\2221.HCR Clackamas County Behavioral Health_Struct_R23_aparkerLUWV6.rvt

2/5/2024 3:39:22 PM

CLACKAMAS COUNTY BEHAVIORAL

HEALTH

CLACKAMAS COUNTY

6605 SE Lake Rd, Milwaukie, OR

97222

2221.HCR

Checker

Author

COVER SHEET

S0.00

PERMIT DOCUMENTS 2.5.2024 Approver

Sheet Number Sheet Name

S0.00 COVER SHEET

S0.01 GSN AND SPECIAL INSPECTION TABLES

S1.10 2ND FLOOR FRAMING PLAN

S1.11 3RD FLOOR FRAMING PLAN

S1.12 ROOF FRAMING PLAN

S6.00 NON-STRUCTURAL WALL DETAILS

S6.01 NON-STRUCTURAL WALL DETAILS

S6.10 SUSPENDED CEILING DETAILS

S6.11 SUSPENDED CEILING DETAILS

FOUNDATION AND FRAMING PLAN CUTS - ELEVATION DIAGRAM

EXPIRES: ob/ c / 2'7

PROJECT DESCRIPTION:

● TENANT IMPROVEMENT OF AN EXISTING 3-STORY OFFICE BUILDING

● CEILING AND NON-BEARING WALL DESIGN

GENERAL:

1. THE STRUCTURAL DRAWINGS ARE A PORTION OF THE CONTRACT DOCUMENTS AND

ARE INTENDED TO BE USED IN CONJUNCTION WITH THE ARCHITECTURAL, CIVIL,

MECHANICAL, AND ELECTRICAL DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR

COORDINATING THE REQUIREMENTS FROM THE ENTIRE SET OF CONTRACT

DOCUMENTS (INCLUDING THE PROJECT SPECIFICATIONS) INTO THEIR WORK.

2. THESE GENERAL NOTES SUPPLEMENT THE PROJECT SPECIFICATIONS. REFER TO THE

PROJECT SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.

3. NOTES AND DETAILS ON THE STRUCTURAL DRAWINGS SHALL TAKE PRECEDENCE

OVER THE GENERAL STRUCTURAL NOTES AND TYPICAL DETAILS.

4. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS PROVIDED ON

STRUCTURAL DRAWINGS WITH ALL DISCIPLINES INCLUDING, BUT NOT LIMITED TO

ARCHITECTURAL, GEOTECHNICAL ENGINEER, AND CIVIL ENGINEER PRIOR TO

CONSTRUCTION.

5. DETAILS ON THESE PLANS ARE INTENDED TO DEPICT THE GENERAL CONSTRUCTION

METHODS FOR THIS STRUCTURE. CONNECTIONS, DETAILS AND CONDITIONS NOT

SPECIFICALLY SHOWN THAT ARE SIMILAR TO THOSE THAT ARE SPECIFIED SHALL BE

ASSUMED ONE AND THE SAME. IF QUESTIONS REGARDING THE APPLICATION OF

DETAILS ARE ENCOUNTERED, NOTIFY THE ARCHITECT/ENGINEER FOR CLARIFICATION

IN A TIMELY MANNER PRIOR TO BID OPENING.

CODE REQUIREMENTS:

1. CONFORM TO THE 2022 OREGON STRUCTURAL SPECIALTY CODE (OSSC), BASED UPON

THE 2021 INTERNATIONAL BUILDING CODE (IBC).

2. ALL REFERENCE TO OTHER CODES AND STANDARDS (ACI, AISC, AWS, NDS, ASTM, ETC.)

SHALL BE FOR THE EDITIONS NOTED IN CHAPTER 35 OF THE IBC/OSCC.

TEMPORARY CONDITIONS:

1. THE STRUCTURE HAS BEEN DESIGNED TO FUNCTION AS A UNIT UPON COMPLETION.

THE CONTRACTOR IS RESPONSIBLE FOR FURNISHING ALL TEMPORARY BRACING AND /

OR SUPPORT REQUIRED AS A RESULT OF THE CONTRACTOR’S CONSTRUCTION

METHODS AND / OR SEQUENCES.

2. CONTRACTOR’S CONSTRUCTION METHODS AND / OR SEQUENCES SHALL RECOGNIZE

AND CONSIDER THE EFFECTS OF THERMAL MOVEMENTS OF STRUCTURAL ELEMENTS

DURING THE CONSTRUCTION PERIOD.

3. RETAINING WALLS THAT TIE TO UPPER SLABS SHALL NOT BE BACKFILLED UNTIL THE

UPPER SLABS REACH FULL STRENGTH UNLESS ADEQUATE BRACING IS PROVIDED AT

THE TOP OF THE WALL.

4. FOR EXISTING BUILDINGS, ADDED STRUCTURAL MEMBERS, HARDWARE,

CONNECTORS, STRAPS, FASTENERS, ETC. SHOWN ON THE STRUCTURAL DRAWINGS

MAY NECESSITATE THE UNCOVERING / EXPOSURE OF PART OF THE EXISTING

STRUCTURAL SYSTEM. THIS MAY INCLUDE, BUT SHALL NOT BE LIMITED TO PARTIAL

DEMOLITION OF ELEMENTS SUCH AS CLADDING, FINISHES, CEILING, ROOFING,

INSULATION, ELECTRICAL, PLUMBING, MECHANICAL, SPRINKLERS, ARCHITECTURAL,

STRUCTURAL, ETC. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE

MEANS, METHODS, AND EXTENT OF EXPOSURE / DEMOLITION REQUIRED TO EXECUTE

AND INSTALL ELEMENTS SHOWN ON THE STRUCTURAL DRAWINGS. REMOVED /

DEMOLISHED ELEMENTS AS PREVIOUSLY NOTED THAT ARE PART OF THE FINAL

PRODUCT SHALL BE RESTORED TO THEIR ORIGINAL STATE UPON COMPLETION AND

SHALL COMPLY WITH REQUIREMENTS OF THE SPECIFICATIONS, ARCHITECT, OTHER

DISCIPLINES AND CURRENT BUILDING CODES AND STANDARDS.

5. FOR EXISTING BUILDINGS, SHORING OF PORTIONS OF THE EXISTING STRUCTURE MAY

BE NECESSARY PRIOR TO REMOVAL / DEMOLITION. CARE SHALL BE TAKEN TO AVOID

DAMAGE AND DISTRESS TO THE EXISTING STRUCTURE BEYOND THE DEMOLITION

EXTENTS INDICATED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AND PROVIDE

ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE (EXISTING AND NEW)

DURING CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR FURNISHING ALL

TEMPORARY BRACING AND / OR SUPPORT REQUIRED AS A RESULT OF THE

CONTRACTOR’S CONSTRUCTION METHODS AND / OR SEQUENCES.

EXISTING CONDITIONS:

1. ALL EXISTING CONDITIONS, DIMENSIONS, AND ELEVATIONS SHALL BE FIELD VERIFIED -

ONLY FIELD VERIFIED DIMENSIONS SHALL BE USED IN CREATION OF THE SHOP

DRAWINGS. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT AND ENGINEER OF ANY

SIGNIFICANT DISCREPANCIES FROM DIMENSIONS AND CONDITIONS SHOWN ON THE

DRAWINGS.

2. X-RAY OR GPR SHALL BE USED PRIOR TO DRILLING OR CUTTING INTO CONCRETE

CONSTRUCTION TO LOCATE AND AVOID REINFORCEMENT AND/OR TENDONS.

APPROVED HOLES (APPROVED BY FROELICH ENGINEERS) THROUGH EXISTING

CONCRETE CONSTRUCTION SHALL BE CORE-DRILLED OR SAWCUT. DO NOT CUT

THROUGH ANY REINFORCING STEEL OR POST-TENSIONED TENDONS.

3. APPROVED HOLES (APPROVED BY FROELICH ENGINEERS) THROUGH EXISTING STEEL

STRUCTURE SHALL BE CUT CAREFULLY AND CLEANLY. DO NOT TORCH OR FLAME CUT.

4. DUE TO LIMITED OBSERVATION AND ACCESS TO THE EXISTING STRUCTURE PRIOR TO

THE PREPARATION OF THE STRUCTURAL DRAWINGS, FROELICH ENGINEERS ASSUMES

THAT THE EXISTING STRUCTURE IS IN LIKE-NEW CONDITION WITH NO CORROSION,

DETERIORATION, DAMAGE, ETC. AND WAS CONSTRUCTED IN ACCORDANCE WITH THE

ORIGINAL CONSTRUCTION DOCUMENTS (IF AVAILABLE). GENERAL CONTRACTOR SHALL

VERIFY THE ABOVE ASSUMPTIONS AND NOTIFY THE ENGINEER OF RECORD OF

CONCERNS, DAMAGE, OR DISCREPANCIES.

5. FOR NEW EQUIPMENT OR CONSTRUCTION ADDED ATOP OR BENEATH EXISTING

CONSTRUCTION, THE GENERAL CONTRACTOR SHALL VERIFY THAT PROPER ROOF

SLOPE AND DRAINAGE IS STILL IN PLACE.

DESIGN CRITERIA:

1. DESIGN WAS BASED ON THE STRENGTH AND DEFLECTION CRITERIA OF THE IBC/OSSC.

IN ADDITION TO THE DEAD LOADS, THE FOLLOWING LOADS AND ALLOWANCES WERE

USED FOR DESIGN, WITH LIVE LOADS (LL) REDUCED IN ACCORDANCE WITH THE IBC:

DESIGN CRITERIA

GEOTECHNICAL CRITERIA

2500 PSF (MIN) PER GEOTECHNICAL REPORT DATED DECEMBER 3, 2021

BUILDING RISK CATEGORY

RISK CATEGORY II

LIVE LOAD CRITERIA

FLOOR DESIGN IS NOT IN FROELICH ENGINEERS SCOPE OF WORK

ROOF CRITERIA

ROOF DESIGN IS NOT IN FROELICH ENGINEERS SCOPE OF WORK

SEISMIC CRITERIA

ANALYSIS PROCEDURE EQUIVALENT LATERAL FORCE, REF ASCE 7-16 SECTION 13

SITE CLASS D

IMPORTANCE FACTOR I P = 1.00

SEISMIC DESIGN CATEGORY D

MCE SPECTRAL

ACCELERATIONS S

S = 0.94

DESIGN SPECTRAL

ACCELERATIONS S

DS

0.76

RESPONSE MODIFICATION

FACTOR R

p = 2.5

COMPONENT AMPLIFICATION

FACTOR a

P = 1.0

WEIGHT OF CEILING (MAX.) W = 4 PSF

CEILING PLAN GENERAL NOTES

1. THIS DRAWING IS FOR INTERIOR APPLICATION ONLY.

2. THE CEILING WEIGHTS SHALL NOT EXCEED 4 PSF.

3. REFER TO SHEET S4.01 FOR TYPICAL CONNECTION DETAILS

4. A HEAVY DUTY T-BAR GRID SYSTEM SHALL BE USED.

5. FOR CEILING AREAS EXCEEDING 1,000 SQ. FT. , HORIZONTAL RESTRAINT OF CEILING TO THE

STRUCTURAL SYSTEM SHALL BE PROVIDED. THE TRIBUTARY AREAS OF THE HORIZONTAL

RESTRAINTS BE APPROXIMATELY EQUAL. WHERE CEILING AREAS ARE LESS THAN OR EQUAL TO 1,000 SQ. FT. , BOUNDARY ELEMENTS SUCH AS WALLS SHALL BE ADEQUATELY BRACED BY OTHERS TO

RESIST THE LATERAL CEILING FORCES EXERTED UPON IT.

6. CEILING WITH INTERSTITAL SPACES LESS THAN 12 INCHES TO FRAMING ARE NOT REQUIRED TO HAVE

LATERAL FORCE BRACING.

7. SPRINKLER HEADS AND OTHER PENETRATIONS SHALL HAVE 2" OVERSIZED RING THROUGH THE TILE

TO ALLOW 1" OF FREE MOVEMENT IN ALL DIRECTION - REF TO TYPICAL DETAIL

8. THESE DRAWINGS ASSUME THAT THE STRUCTURE CAN SUPPORT ALL VERTICAL (STRUT, DROP, ETC.)

AND LATERAL LOADS (SPLAYS, ETC.) EXERTED UPON IT.

9. LATERAL BRACING REQUIRMENTS (SPLAY WIRES, KICKERS & COMPRESSION POSTS/STRUTS) SHOWN

ON TYPICAL DETAILS ARE NOT REQUIRED FOR GYPSUM CEILING ON ONE LEVEL THAT ARE

SURROUNDED BY BOUNDRY ELEMENTS THAT ARE LATERALY SUPPORTED AND BRACED TO

STRUCTURE ABOVE.

SUBMITTALS:

1. REVIEW OF THE SUBMITTALS IS ONLY FOR REVIEW OF GENERAL CONFORMANCE WITH THE DESIGN

CONCEPT OF THE PROJECT AND GENERAL COMPLIANCE WITH THE INFORMATION GIVEN IN THE

CONTRACT DOCUMENTS. NO RESPONSIBILITY IS ASSUMED BY THE STRUCTURAL ENGINEER FOR

CORRECTNESS, DIMENSIONS OR DETAILS CONTAINED WITHIN THE SUBMITTALS. THE CONTRACTOR IS SOLEY RESPONSIBLE FOR CONFIRMING AND CORRELATING ALL QUANTITIES AND DIMENSIONS;

SELECTING FABRICATION PROCESSES AND TECHNIQUES OF CONSTRUCTION; COORDINATING

THEIR WORK WITH THAT OF ALL OTHER TRADES; AND PERFORMING THEIR WORK IN A SAFE AND

SATISFACTORY MANNER.

2. REVIEW OF THE SUBMITTALS DOES NOT RELIEVE THE CONTRACTOR FROM COMPLIANCE WITH THE

REQUIREMENTS OF CONTRACT DOCUMENTS AND SPECIFICATIONS. THE REVIEW OF A SUBMITTAL

SHALL NOT BE CONSIDERED A WAIVER OF THE REQUIREMENT OF STRICT COMPLIANCE WITH THE

CONTRACT DOCUMENTS AND INTENT OF THE PROJECT. ALL MINIMUM CONDITIONS AND

REQUIREMENTS SPECIFIED ON THE STRUCTURAL DRAWINGS, GOVERNING BUILDING CODES, AND

REFERENCED STANDARDS SHALL BE MET REGARDLESS OF THE INFORMATION INDICATED ON THE

SUBMITTALS.

3. REVIEW OF SUBMITTALS WILL BE REVIEWED A MAXIMUM OF TWO ITERATIONS / ROUNDS BY

FROELICH ENGINEERS, INC. FURTHER REVIEW OF STRUCTURAL SUBMITTALS WILL BE BILLED AT AN

HOURLY RATE IN ADDITION TO PROJECT FEE, ACCORDING TO RATES NOTED IN THE PROJECT

CONTRACT. REVIEW OF SUBMITTALS BEYOND OUR SCOPE WILL BE BILLED AT AN HOURLY RATE IN

ADDITION TO PROJECT FEE, ACCORDING TO RATES NOTED IN THE PROJECT CONTRACT.

4. SUBMITTALS AND DRAWINGS SHALL BE GENERATED BY AND ORIGINATE FROM THE CONTRACTOR.

STRUCTURAL AUTOCAD/REVIT BACKGROUNDS WILL NOT BE RELEASED BY FE AND MAY NOT BE

USED FOR THE GENERATION OF SUBMITTALS AND DRAWINGS. IT IS THE CONTRACTOR'S

RESPONSIBILITY TO GENERATE THEIR SUBMITTALS AND DRAWINGS.

5. SUBMITTALS SHALL BE REVIEWED FOR CONFORMANCE WITH THE CONTRACT DOCUMENTS AND

STAMPED BY THE GENERAL CONTRACTOR PRIOR TO SUBMISSION TO THE DESIGN TEAM.

SUBMITTALS THAT ARE NOT REVIEWED AND STAMPED BY THE GENERAL CONTRACTOR WILL BE

RETURNED WITHOUT REVIEW.

6. REQUESTS FOR SUBSTITUTIONS OR MODIFICATION OF PLANS OR SPECIFICATIONS SHALL BE SUBMITTED IN WRITING.