Attachment B Plans~2.pdf

PDF 47 MB Posted Nov 30, 2023

Attached to: ESB Lenel Access Security
Solicitation number: S-73000-00008699
Issued by: Clackamas County, Enterprise City, Oregon

About this file

Written by GovTribe AI · Mar 9, 2026

This is a permit set of architectural, structural, plumbing, and electrical construction drawings for the Oregon State Hospital Emergency Water Storage project located in Salem, Oregon. The project involves the design and construction of two new underground structures to house emergency water storage, treatment equipment, and backup power systems on the Oregon State Hospital Salem campus. The primary deliverables include two 30,000-gallon domestic water storage tanks, water treatment systems, pumping equipment, a diesel generator with backup power, site piping connections, and electrical service infrastructure. The project scope encompasses new pre-engineered metal buildings for the well house and treatment building, concrete foundations and slabs, seismic piping design and anchorage, and comprehensive MEP (mechanical, electrical, plumbing) systems. The drawings are dated April 28, 2023, represent the permit set phase, and include detailed plans, elevations, sections, and specifications for all structural, architectural, plumbing, and electrical work. The project is coordinated through multiple consultants including Affiliated Engineers (MEP), KPFF Consulting Engineers (civil), dbc architecture (architect), and Roger N. Smith Associates (environmental consultant), with project management oversight from the Oregon State Hospital Construction Project Manager.

The contract documents specify compliance with the 2022 Oregon Structural Specialty Code based on the 2021 International Building Code, with seismic design category D and risk category IV classification for the Marion County location. Special inspections and testing requirements are detailed for structural steel, concrete work, and soil/geotechnical conditions, with a complete inspection and testing program outlined to ensure code conformance. The project includes provisions for delegated design submittals for pre-engineered metal buildings and MEP equipment anchorage, with all design calculations requiring professional engineer seals and signatures registered in Oregon. Funding and procurement details are not specified in this permit set document, which focuses solely on technical design requirements and construction specifications for bidders and contractors during the permitting and construction phases.

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Other files

File	Type	Posted
Exhibit 2 Plans~10.pdf	PDF	Nov 30, 2023
ESB_V2_RFCQ_279CFinal.docx	DOCX document	Nov 30, 2023
ESB_V2_RFCQ_Attachmnt_279CFinal.docx	DOCX document	Nov 30, 2023
Exhibit 1 Technical Specifications~9.pdf	PDF	Nov 30, 2023

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Project Number

Date Issued

Rev

Issuance and Revisions

Date Description

Sheet Title

Scale

Project Title

Drawn By Checked By

Sheet Number

Keyplan

Affiliated

Engineers

Affiliated

Engineers

Affiliated

Engineers

Affiliated

Engineers

Affiliated

Engineers

Affiliated

Engineers

Affiliated

Engineers

Affiliated

Engineers

Affiliated

Engineers

Affiliated Engineers, Inc.

310 SW 4th Ave, Suite 800

Portland, OR 97204

Tel 503.479.2901 Fax 503.479.2902

Project #:

OSH EMERGENCY

WATER STORAGE

18993-20

04.28.2023 AS NOTED

AEI AEI

2600 CENTER STREET NE

SALEM, OR 97301

OREGON STATE HOSPITAL

NORTH

18993-20

04.28.2023 AS NOTED

AEI AEI

COVER SHEET

G-00

NORTH

PROJECT TEAM

CAMPUS MAP

PROJECT SCOPE

VICINITY MAP

EMERGENCY WATER STORAGE

OREGON STATE HOSPITAL - SALEM

NEW EMERGENCY UNDERGROUND DOMESTIC WATER TANKS WILL BE

INSTALLED TO PROVIDE BACKUP WATER SUPPLY FOR OREGON STATE

HOSPITAL. NEW TANKS, WATER TREATMENT EQUIPMENT, AND PUMPS WILL BE

INSTALLED IN TWO NEW STRUCTURES ON THE OREGON STATE HOSPITAL

SALEM CAMPUS. STORAGE TANKS WILL MAINTAIN A CLEAN SUPPLY OF 60,000

GALLONS OF DOMESTIC WATER AND WILL CONNECT AN EXISTING WELL PUMP.

WATER TREATMENT SYSTEMS WILL MAINTAIN POTABLE WATER QUALITY.

NEW SITE PIPING WILL CONNECT TO EXISTING 10" PRIVATE DOMESTIC WATER

MAIN ONSITE AND WILL BACKFEED EMERGENCY WATER INTO THE EXISTING

HOSPITAL AT 2 LOCATIONS. ALL CITY WATER SUPPLIES WILL BE ISOLATED

DURING THE EMERGENCY OPERATION.

NEW ELECTRICAL SERVICE FOR THE NEW STRUCTURES AND EQUIPMENT WILL

BE PROVIDED BY PGE WITH A DIESEL GENERATOR TO PROVIDE BACKUP

POWER FOR DOMESTIC WATER EQUIPMENT.

SHEET LIST

SITE

DEFERRED SUBMITTALS

PRE-ENGINEERED METAL BUILDINGS (PEMB) DESIGN-BUILD SHOP DRAWINGS

SEISMIC PIPE DESIGN AND ANCHORAGE (BIDDER RESPONSIBLE FOR DESIGN)

WORK AREA

OWNER

OREGON STATE HOSPITAL - SALEM

Contact:

Joel Turner, Construction Project Manager

2600 Center St. NE

Salem, Oregon 97301

Tel 503-881-3379

Email: joel.t.turner@dhsoha.state.or.us

MEP CONSULTANT

AEI Affiliated Engineers NW, Inc.

310 SW 4th Avenue, Suite 800

Portland, OR 97204

Tel 503.479.2914

FAX 503.479.2902

Contact: Brian DuPont, PE

Email: bdupont@aeieng.com

CIVIL ENGINEER

KPFF Consulting Engineers

111 SW 5th Ave, #2600

Portland, OR 97204

Tel 503.542.3835

Contact: Jessica Zink

Email: jessica.zink@kpff.com

ARCHITECT

dbc architecture

2505 SE 11th Ave Suite #328

Portland, OR 97208

Tel: 503.504.1230

Contact: Dave Calem, AIA

Email: dave.calem@dbcarchitecture.com

ENVIRONMENTAL CONSULTANT

Roger N. Smith Associates, Inc

2424 SE Caruthers

Portland, OR 97214

Tel: 503.241.5444

Contact: Roger Smith

Email: rnsagroundwater@gmail.com

SPECIAL INSPECTIONS

REFER TO SHEET S003 FOR SPECIAL INSPECTIONS SCHEDULE

SEISMIC CRITERIA

REFER TO SHEET S002 FOR SEISMIC DESIGN CRITERIA.

0 4.28.23 PERMIT SET

ATTACHMENT B - PLANS

2 STORY RESIDENCE

OREGON STATE HOSPITAL

HARBORS BUILDING

SPEED BUMP

X W

X WALK

STOP

SPEED 15

VISITOR PRKG

OREGON STATE

HOSPITAL

COTTAGES

R22-R23

OHU

E E E

E E E E

E E

E E E E

E E

E E E E

''S

10''SS

10''SS10''SS

8' 'S

S 8'

'S S

8' 'S

8''SS

4' 'S

S 4'

'S S

4' 'S

(SD) (SD)

(SD)

(SD) (SD) (SD) (SD) (SD) (SD) (SD) (SD)

(SD)

(S D)

(SD)(SD)

10''SD

10" CPP CULVERT

IE=208.02'

(UNABLE TO LOCATE

NORTHERLY END)

10" PVC CULVERT

IE=196.21'

10" PVC CULVERT

IE=196.21'

T T

2-14"

10"

18"

26"

17"

14"

11" 6"6"

GREENWAY DRIVE NE

N E

D/W

EVLT

TELVLT

WVLT

ICV

ICVICV

ICV ICV

ICV

D/W

[W] [W] [W] [W] [W] [W] [W] [W] [W]

[W]

[W] [W] [W] [W] [W]

FPFPFPFPFPFPFPFPFPFPFP

1 21

198197

S 85°04'25" E 608.09' BASIS OF BEARINGSPER (OCRS) SALEM ZONE

[W] [W] [W] [W]

FF=214.98'

FF=215.02'

FF=206.56'

NOTES:

1.) VERTICAL DATUM: NAVD 88 (GEOID 12A)

ELEVATION WAS ESTABLISHED THROUGH GPS OBSERVATIONS ON CONTROL POINTS USING THE

OREGON REAL-TIME GPS NETWORK (ORGN).

2.) BASIS OF BEARINGS FOR THIS SURVEY IS THE OREGON COORDINATE REFERENCE SYSTEM

(OCRS), SALEM ZONE. THE RESULTANT BEARING BETWEEN CONTROL POINTS 1 AND 2 IS SOUTH

85°04'25" EAST.

3.) THIS MAP DOES NOT REPRESENT A BOUNDARY SURVEY.

4.) A TITLE REPORT WAS NOT PROVIDED FOR THE PURPOSE OF THIS SURVEY. EASEMENTS

AFFECTING THE SUBJECT PROPERTY MAY EXIST.

5.) UTILITY LOCATIONS SHOWN ARE PER FIELD LOCATED UTILITY PAINT MARKS & REFERENCE MAPS MADE AVAILABLE BY THE VARIOUS UTILITY PROVIDERS. UNLESS INDICATED, DEPTHS OF

UTILITY LINES ARE NOT AVAILABLE. ALL UTILITY LOCATIONS SHOULD BE FIELD VERIFIED

(POTHOLED) PRIOR TO CONSTRUCTION.

CATCH BASIN

RIM = 211.34'

IE 6" OUT (W) = 109.63'

CATCH BASIN

RIM = 208.10'

IE 6" OUT (E) = 206.38'

CATCH BASIN

RIM = 198.80'

IE 6" OUT (W) = 197.08'

SANITARY MANHOLE (LOCKED)

RIM = 213.62'

SANITARY MANHOLE

RIM = 209.44'

IE 8" IN (NE) = 201.38'

IE 4" IN (N) = 201.28'

IE 8" OUT (W) = 199.24'

SANITARY MANHOLE

RIM = 200.68'

IE 8" IN (E) = 192.67'

IE 8" IN (N) = 192.55'

IE 10" OUT (W) = 192.48'

SANITARY MANHOLE

RIM = 195.98'

IE 10" IN (E) = 189.06'

IE 10" OUT (W) = 189.01'

STORM TABLE:

SANITARY TABLE:

BUILDING OUTLINE WITH DOOR

CONCRETE SURFACE

BUILDING OVERHANG

LEGEND:

ELECTRICAL LINE

SANITARY SEWER LINE

GAS LINE

WATER LINE

OHU OVERHEAD UTILITY LINES

STORM LINE

CURB LINE

EDGE OF ASPHALT) ) ) ) ) ) ) BRUSH LINE

DRIVEWAY ENTRY

DOUBLE POST SIGN

ELECTRICAL VAULT

STORM MANHOLE WITH STRUCTURE

SANITARY/STORM STRUCTURE #

GAS METER

ELECTRICAL METER

POWER POLE

WATER VALVE

FIRE HYDRANT

WATER VAULT

CATCH BASIN

SIGN

SANITARY MANHOLE WITH STRUCTURE

OVERHEAD LIGHT

STROBE LIGHT

GUY ANCHOR

ELECTRICAL CABINET

IRRIGATION CONTROL VALVE

ELECTRICAL OUTLET

TELECOMMUNICATIONS RISER

TELECOMMUNICATIONS VAULT

ELECTRICAL JUNCTION BOX

ROOF DRAIN

MAILBOX

PROJECT CONTROL POINT

HANDICAP RAMP

T TELECOMMUNICATIONS LINE

ASPHALT SURFACE

NORTH

402010020

1 INCH = 20 FEET

SCALE

DECIDUOUS TREE

-PERIMETER REPRESENTS DRIPLINE

CONIFEROUS TREE

-PERIMETER REPRESENTS DRIPLINE

UNDERGROUND LINE PER AS-BUILTS

WALL

GRAVEL SURFACE

CHAIN LINK FENCE

D/W

HCR

TELVLT

EVLT

ICV

WVLT

FP FIRE PROTECTION LINE

PROJECT CONTROL:

STATION

DESCRIPTION

1-1/8" BRASS CAP "KPFF CONTROL"

HUB & TACK

NORTHING

220081.23

220029.01

219890.85

219883.85

EASTING

185608.65

186214.50

186050.74

185787.59

ELEVATION

213.31'

214.36'

214.70'

212.88'

Project Number

Date Issued

Rev

Issuance and Revisions

Date Description

Sheet Title

Scale

Project Title

Drawn By Checked By

Sheet Number

Keyplan

Affiliated Engineers Affiliated Engineers Affiliated Engineers Affiliated Engineers Affiliated Engineers Affiliated Engineers Affiliated Engineers Affiliated Engineers Affiliated Engineers

Affiliated Engineers, Inc.

310 SW 4th Ave, Suite 800 Portland, OR 97204 Tel 503.479.2901 Fax 503.479.2902 Project #:

111 SW Fifth Ave., Suite 2600 Portland, OR 97204 O: 503.542.3860 F: 503.274.4681 www.kpff.com

Fi le

\c ivi lp dx 1\

Ci vil

-P ro je ct s\ c\ p\

-O

-S to ra ge -T an k\

-E

.d wg

:C 0.

Pl ot te d:

/2 8/ a t 1 0:

B y:

A Ne lso n

OSH EMERGENCY

WATER STORAGE

18993-20

04.28.2023 AS NOTED

RC/AN/SL JKA

4.28.23 PERMIT SET

DISCLAIMER:

THIS SHEET REPRESENTS EXISTING SITE

CONDITIONS BASED ON A LAND SURVEY

PROVIDED BY KPFF OR BY OTHERS (NOT

COMPLETED UNDER KPFF DIRECT

SUPERVISION).

ALL INFORMATION SHOWN HEREON MAY OR

MAY NOT EXPLICITLY REFLECT THE ACTUAL

SURVEY DELIVERED FOR THE PURPOSE OF

THIS PROJECT SITE. THIS INFORMATION WAS

RELIED UPON FOR CIVIL DESIGN PURPOSES.

SURVEY COMPLETED BY:

KPFF [07/19/2022]

C0.2

N E

T C0

EXISTING

CONDITIONS

GREENWAY DRIVE NE

N E

WELL

HOUSE

SHEDSHED

POLE BARN

2 STORY RESIDENCEGARAGE

RAM

P U

RAMP UP

4' GATE

9.5' GATE

LARGE

BOULDERS

COTTAGE R23

COTTAGE S07

OHU

E E

E E E E E E

EEEE

EEEEEEEEEEE

EEEEE

12''SD

8''SS

'SS

12" PVC CULVERT

IE=208.52'

(UNABLE TO LOCATE

WESTERLY END)

T T

21"

26"

68"

36"29"

12"

24"

15"

4-7"

26" 15"

LAUREL HEDGE

S 85°04'25" E 608.09' BASIS OF BEARINGSPER (OCRS) SALEM ZONE

EO EO EO

GRD

RDRD

ICV

[W] [W] [W] [W] [W] [W] [W] [W] [W] [W]

S U

0 21

FP FP FP FP FP FP FP FP FP FP FP FP FP

FF=213.45'

FF=217.52'

FF=214.32' FF=214.16'

FF=214.46'

NOTES:

1.) VERTICAL DATUM: NAVD 88 (GEOID 12A)

ELEVATION WAS ESTABLISHED THROUGH GPS OBSERVATIONS ON CONTROL POINTS USING THE

OREGON REAL-TIME GPS NETWORK (ORGN).

2.) BASIS OF BEARINGS FOR THIS SURVEY IS THE OREGON COORDINATE REFERENCE SYSTEM

(OCRS), SALEM ZONE. THE RESULTANT BEARING BETWEEN CONTROL POINTS 1 AND 2 IS SOUTH

85°04'25" EAST.

3.) THIS MAP DOES NOT REPRESENT A BOUNDARY SURVEY.

4.) A TITLE REPORT WAS NOT PROVIDED FOR THE PURPOSE OF THIS SURVEY. EASEMENTS

AFFECTING THE SUBJECT PROPERTY MAY EXIST.

5.) UTILITY LOCATIONS SHOWN ARE PER FIELD LOCATED UTILITY PAINT MARKS & REFERENCE MAPS MADE AVAILABLE BY THE VARIOUS UTILITY PROVIDERS. UNLESS INDICATED, DEPTHS OF

UTILITY LINES ARE NOT AVAILABLE. ALL UTILITY LOCATIONS SHOULD BE FIELD VERIFIED

(POTHOLED) PRIOR TO CONSTRUCTION.

CATCH BASIN

RIM = 211.34'

IE 6" OUT (W) = 109.63'

CATCH BASIN

RIM = 208.10'

IE 6" OUT (E) = 206.38'

CATCH BASIN

RIM = 198.80'

IE 6" OUT (W) = 197.08'

SANITARY MANHOLE (LOCKED)

RIM = 213.62'

SANITARY MANHOLE

RIM = 209.44'

IE 8" IN (NE) = 201.38'

IE 4" IN (N) = 201.28'

IE 8" OUT (W) = 199.24'

SANITARY MANHOLE

RIM = 200.68'

IE 8" IN (E) = 192.67'

IE 8" IN (N) = 192.55'

IE 10" OUT (W) = 192.48'

SANITARY MANHOLE

RIM = 195.98'

IE 10" IN (E) = 189.06'

IE 10" OUT (W) = 189.01'

STORM TABLE:

SANITARY TABLE:

BUILDING OUTLINE WITH DOOR

CONCRETE SURFACE

BUILDING OVERHANG

LEGEND:

ELECTRICAL LINE

SANITARY SEWER LINE

GAS LINE

WATER LINE

OHU OVERHEAD UTILITY LINES

STORM LINE

CURB LINE

EDGE OF ASPHALT) ) ) ) ) ) ) BRUSH LINE

DRIVEWAY ENTRY

DOUBLE POST SIGN

ELECTRICAL VAULT

STORM MANHOLE WITH STRUCTURE

SANITARY/STORM STRUCTURE #

GAS METER

ELECTRICAL METER

POWER POLE

WATER VALVE

FIRE HYDRANT

WATER VAULT

CATCH BASIN

SIGN

SANITARY MANHOLE WITH STRUCTURE

OVERHEAD LIGHT

STROBE LIGHT

GUY ANCHOR

ELECTRICAL CABINET

IRRIGATION CONTROL VALVE

ELECTRICAL OUTLET

TELECOMMUNICATIONS RISER

TELECOMMUNICATIONS VAULT

ELECTRICAL JUNCTION BOX

ROOF DRAIN

MAILBOX

PROJECT CONTROL POINT

HANDICAP RAMP

T TELECOMMUNICATIONS LINE

ASPHALT SURFACE

NORTH

402010020

1 INCH = 20 FEET

SCALE

DECIDUOUS TREE

-PERIMETER REPRESENTS DRIPLINE

CONIFEROUS TREE

-PERIMETER REPRESENTS DRIPLINE

UNDERGROUND LINE PER AS-BUILTS

WALL

GRAVEL SURFACE

CHAIN LINK FENCE

D/W

HCR

TELVLT

EVLT

ICV

WVLT

FP FIRE PROTECTION LINE

PROJECT CONTROL:

STATION

DESCRIPTION

1-1/8" BRASS CAP "KPFF CONTROL"

HUB & TACK

NORTHING

220081.23

220029.01

219890.85

219883.85

EASTING

185608.65

186214.50

186050.74

185787.59

ELEVATION

213.31'

214.36'

214.70'

212.88'

Project Number

Date Issued

Rev

Issuance and Revisions

Date Description

Sheet Title

Scale

Project Title

Drawn By Checked By

Sheet Number

Keyplan

Affiliated Engineers Affiliated Engineers Affiliated Engineers Affiliated Engineers Affiliated Engineers Affiliated Engineers Affiliated Engineers Affiliated Engineers Affiliated Engineers

Affiliated Engineers, Inc.

310 SW 4th Ave, Suite 800 Portland, OR 97204 Tel 503.479.2901 Fax 503.479.2902 Project #:

111 SW Fifth Ave., Suite 2600 Portland, OR 97204 O: 503.542.3860 F: 503.274.4681 www.kpff.com

Fi le

\c ivi lp dx 1\

Ci vil

-P ro je ct s\ c\ p\

-O

-S to ra ge -T an k\

-E

.d wg

:C 0.

Pl ot te d:

/2 8/ a t 1 0:

B y:

A Ne lso n

OSH EMERGENCY

WATER STORAGE

18993-20

04.28.2023 AS NOTED

RC/AN/SL JKA

4.28.23 PERMIT SET

DISCLAIMER:

THIS SHEET REPRESENTS EXISTING SITE

CONDITIONS BASED ON A LAND SURVEY

PROVIDED BY KPFF OR BY OTHERS (NOT

COMPLETED UNDER KPFF DIRECT

SUPERVISION).

ALL INFORMATION SHOWN HEREON MAY OR

MAY NOT EXPLICITLY REFLECT THE ACTUAL

SURVEY DELIVERED FOR THE PURPOSE OF

THIS PROJECT SITE. THIS INFORMATION WAS

RELIED UPON FOR CIVIL DESIGN PURPOSES.

SURVEY COMPLETED BY:

KPFF [07/19/2022]

C0.3

N E

T C0

EXISTING

CONDITIONS

Rev

Issuance and Revisions

Date Description

Sheet Title

Scale

Project Title

Drawn By Checked By

Sheet Number

Keyplan

Affiliated

Engineers

Affiliated

Engineers

Affiliated

Engineers

Affiliated

Engineers

Affiliated

Engineers

Affiliated

Engineers

Affiliated

Engineers

Affiliated

Engineers

Affiliated

Engineers

Affiliated Engineers, Inc.

310 SW 4th Ave, Suite 800

Portland, OR 97204

Tel 503.479.2901 Fax 503.479.2902

Project #:

2505 se 11th ave. #328 portland, or 97202

503.504.1230

ARCHITECTURAL DRAWING SYMBOLS:ARCHITECTURAL ABBREVIATIONS:

ABBR. ABBREVIATION

A.C. AIR CONDITIONING

ADJ. ADJUSTABLE

ALT. ALTERNATE

A..T. ACOUSTICAL CEILING TILE

A.F.F. ABOVE FINISHED FLOOR

B.O. BOTTOM

BD. BOARD

BLDG. BUILDING

BLKG. BLOCKING

B.O. BOTTOM OF

CNTRL CONTROL

CLG. CEILING

CONC. CONCRETE

CONT. CONTINUOUS

CPT. CARPET

C.T. CERAMIC TILE

DBL. DOUBLE

DET. DETAIL

DIAG. DIAGONAL

DIA. DIAMETER

DIM. DIMENSION

DR. DOOR

DWG. DRAWING

(E) EXISTING

E. EAST

EA. EACH

ELEC. ELECTRICAL

EQ. EQUAL

EQUIP. EQUIPMENT

EXIST. EXISTING

EXT. EXTERIOR

F.D. FLOOR DRAIN

F.E.C. FIRE EXTINGUISHER CABINET

FF&E FURNITURE, FIXTURES, &

EQUIPMENT

FIN. FINISH

F.O.B. FACE OF BRICK

F.O.C. FACE OF CONCRETE

F.O.F. FACE OF FINISH

F.O.I.O. FURNISHED BY OWNER,

INSTALLED BY OWNER

F.O.I.C. FURNISHED BY OWNER

INSTALLED BY CONTRACTOR

F.O.S. FACE OF STUD

FRP FIBERGLASS REINFORCED PANEL

FT. FOOT OR FEET

GA. GAUGE

GALV. GALVANIZED

GL. GLASS

GYP. GYPSUM

G.W.B. GYPSUM WALL BOARD

H.B. HOSE BIB

H.M. HOLLOW METAL

HORIZ. HORIZONTAL

HT. HEIGHT

HVAC HEATING, VENTILATION

AND AIR CONDITIONING

I.D. INSIDE DIAMETER

INFO. INFORMATION

INT. INTERIOR

JAN. JANITOR

LAV. LAVATORY

LT. LIGHT

MANF. MANUFACTURER

MATL MATERIAL

MAX. MAXIMUM

MECH. MECHANICAL

MIN. MINIMUM

MTL. METAL

(N) NEW

N. NORTH

N.I.C. NOT IN CONTRACT

N.T.S. NOT TO SCALE

OA. OVERALL

O.C. ON CENTER

O.F.C.I. OWNER FURNISHED,

CONTRACTOR INSTALLED

OPG. OPENING

OPP. OPPOSITE

P. LAM. PLASTIC LAMINATE

PWD. PLYWOOD

PT. PAINT

P.T. PRESSURE TREATED

R.B. RUBBER BASE

RD. ROOF DRAIN

REF. REFERENCE

REQ. REQUIRED

REQS. REQUIREMENTS

REV. REVISED

R.O. ROUGH OPENING

RM. ROOM

S. SOUTH

SECT. SECTION

SHT. SHEET

SIM. SIMILAR

SPEC. SPECIFICATION

SQ. SQUARE

S.S. STAINLESS STEEL

STD. STANDARD

STL. STEEL

STRUCT. STRUCTURAL

T.G. TEMPERED GLASS

T.O.S. TOP OF SLAB

T.O.W. TOP OF WALL

T.P. TOILET PAPER

TYP. TYPICAL

U.O.N. UNLESS OTHERWISE NOTED

V.B. VAPOR BARRIER

V.C.T. VINYL COMPOSITION TILE

VERT. VERTICAL

W. WEST

WD. WOOD

W/ WITH

W/O WITHOUT

W.R.G.B. WATER RESISTANT

GYPSUM BOARD

WT. WEIGHT

(X) DEMOLISH

SYMBOL

DESCRIPTION

X'-X"

MATERIAL SYMBOLS:

DESCRIPTION

SYMBOL

CONCRETE

STAINLESS STEEL WALL PANELS

STEEL / METAL

ROUGH CARPENTRY (CONTINUOUS)

ROUGH CARPENTRY (BLOCKING)

FINISH CARPENTRY

PLYWOOD

BATT INSULATION

RIGID EPS INSULATION

RIGID INSULATION

GYPSUM BOARD

MORTAR - GROUT

DETAIL REFERENCE

SECTION/ELEVATION REFERENCE

INTERIOR ELEVATION REFERENCE

DOOR

DIMENSION LINE - FACE OF FINISH -

U.O.N.

GRID IDENTIFICATION

WALL TYPE REFERENCE

KEY NOTE

REVISION REFERENCE

DOOR TAG

SIGN TAG

FIRE EXTINGUISHER

B1110

A-0

3A-01

A-0

NOTE(S):

1. THIS IS A STANDARD LEGEND SHEET. SOME ABBREVIATIONS

AND SYMBOLS APPEAR ON THIS SHEET THAT DO NOT APPEAR

IN THE DRAWINGS.

2. BUILDINGS SHOWN ARE PREFABRICATED METAL BUILDINGS.

DETAILED DESIGN OF BUILDINGS SHALL BE DONE AS

DEFERRED SUBMITTALS BY THE BUILDING MANUFACTURER.

A 4

AA 123

A-001

AND SYMBOLS

ABBREVIATIONS

JALDBC

NOT TO SCALE04.28.2023

18993-20

WATER STORAGE

OSH EMERGENGY

0 04.28.23 PERMIT SET

WELL

HOUSE

SHEDSHED

POLE BARN

2 STORY RESIDENCE

RAM

P U

RAMP UP

4' GATE

9.5' GATE

LARGE

BOULDERS

COTTAGE R23

8''SS

'SS

21"

26"

LAUREL HEDGE

BASIS OF BEARINGSPER (OCRS) SALEM ZONE

EO EO EO

GRD

ICV

[W] [W] [W] [W] [W]

S U

FP FP FP FP FP FP FP FP FP FP

Project Number

Date Issued

Rev

Issuance and Revisions

Date Description

Sheet Title

Scale

Project Title

Drawn By Checked By

Sheet Number

Keyplan

Affiliated

Engineers

Affiliated

Engineers

Affiliated

Engineers

Affiliated

Engineers

Affiliated

Engineers

Affiliated

Engineers

Affiliated

Engineers

Affiliated

Engineers

Affiliated

Engineers

Affiliated Engineers, Inc.

310 SW 4th Ave, Suite 800

Portland, OR 97204

Tel 503.479.2901 Fax 503.479.2902

Project #:

2505 se 11th ave. #328 portland, or 97202

503.504.1230

A-101

SITE PLAN

DEMOLITION

JALDBC

1/16" = 1'-0"04.28.2023

18993-20

WATER STORAGE

OSH EMERGENGY

SCALE:

DEMOLITION SITE PLAN

1/16" = 1'-0"

NOTE(S):

1. ALL DIMENSIONS ARE TO FACE OF FINISH UNLESS

NOTED OTHERWISE.

KEY NOTE(S) :

1. DEMOLISH EXISTING WELL BUILDING SHED, CONCRETE

FLOOR SLAB, AND CONCRETE WELL CAP IN THEIR

ENTIRETY, AND PREPARE AREA TO RECEIVE NEW WORK

FLOOR DRAIN - SEE PLUMBING DRAWINGS

28'-0"

17'-0"

A B

40'-0"

10'-0"

3'-8 1/2"

6'-0" 4'-3 1/2"

3'-0"1'-4"

3'-0"

6'-2 1/2"

5'-0"

3'-3"

1'-0"

Project Number

Date Issued

Rev

Issuance and Revisions

Date Description

Sheet Title

Scale

Project Title

Drawn By Checked By

Sheet Number

Keyplan

Affiliated

Engineers

Affiliated

Engineers

Affiliated

Engineers

Affiliated

Engineers

Affiliated

Engineers

Affiliated

Engineers

Affiliated

Engineers

Affiliated

Engineers

Affiliated

Engineers

Affiliated Engineers, Inc.

310 SW 4th Ave, Suite 800

Portland, OR 97204

Tel 503.479.2901 Fax 503.479.2902

Project #:

2505 se 11th ave. #328 portland, or 97202

503.504.1230

A-201

FLOOR PLANS

JALDBC

1/4" = 1'-0"04.28.2023

18993-20

WATER STORAGE

OSH EMERGENGY

SCALE:

WELL BUILDING

1/4" = 1'-0"

SCALE:

TREATMENT BUILDING

1/4" = 1'-0"

NOTE(S):

1. ALL DIMENSIONS ARE TO FACE OF FINISH UNLESS

NOTED OTHERWISE.

2. BUILDINGS SHOWN ARE PREFABRICATED METAL

BUILDINGS. DETAILED DESIGN OF BUILDINGS SHALL BE

DONE AS DEFERRED SUBMITTALS BY THE BUILDING

MANUFACTURER.

KEY NOTE(S) :

1. PUMP VAULT - 6" HIGH CURB AT PERIMETER WITH STEEL

PLATE COVER - SEE STRUCTURAL DRAWINGS

2. TREATMENT EQUIPMENT HOUSEKEEPING PAD - 6" TALL

WITH 4" WIDE x 8" HIGH CURB AT PERIMETER - SEE

STRUCTURAL DRAWINGS

3. METAL STAIR AND RAILING

4. FLOOR DRAIN - SEE PLUMBING DRAWINGS

5. PLUMBING CLEANOUT - SEE PLUMBING DRAWINGS

6. FLOOR SINK - SEE PLUMBING DRAWINGS

7. SUMP PIT WITH METAL RAILING AND GATE

8. PIT LADDER

9. CATCH BASIN - SEE STRUCTURAL

10. WELL BUILDING HOUSEKEEPING PAD - 6" TALL - SEE

STRUCTURAL DRAWINGS

LEGEND:

NEW WORK

2 3

4 4

28'-0"

L O

A B

40'-0"

SLOPE

1:12

SLOPE

1:12

Project Number

Date Issued

Rev

Issuance and Revisions

Date Description

Sheet Title

Scale

Project Title

Drawn By Checked By

Sheet Number

Keyplan

Affiliated

Engineers

Affiliated

Engineers

Affiliated

Engineers

Affiliated

Engineers

Affiliated

Engineers

Affiliated

Engineers

Affiliated

Engineers

Affiliated

Engineers

Affiliated

Engineers

Affiliated Engineers, Inc.

310 SW 4th Ave, Suite 800

Portland, OR 97204

Tel 503.479.2901 Fax 503.479.2902

Project #:

2505 se 11th ave. #328 portland, or 97202

503.504.1230

A-211

ROOF PLANS

JALDBC

1/4" = 1'-0"04.28.2023

18993-20

WATER STORAGE

OSH EMERGENGY

SCALE:

WELL BUILDING

1/4" = 1'-0"

SCALE:

TREATMENT BUILDING

1/4" = 1'-0"

NOTE(S):

1. ALL DIMENSIONS ARE TO FACE OF FINISH UNLESS

NOTED OTHERWISE.

2. BUILDINGS SHOWN ARE PREFABRICATED METAL

BUILDINGS. DETAILED DESIGN OF BUILDINGS SHALL BE

DONE AS DEFERRED SUBMITTALS BY THE BUILDING

MANUFACTURER.

KEY NOTE(S) :

1. STANDING SEAM METAL ROOF

2. METAL GUTTER BY BUILDING MANUFACTURER

3. 6'-0" x 6'-0" ACRYLIC DOME SKYLIGHT, CENTERED ON

EQUIPMENT PAD BELOW

LEGEND:

NEW WORK

Project Number

Date Issued

Rev

Issuance and Revisions

Date Description

Sheet Title

Scale

Project Title

Drawn By Checked By

Sheet Number

Keyplan

Affiliated

Engineers

Affiliated

Engineers

Affiliated

Engineers

Affiliated

Engineers

Affiliated

Engineers

Affiliated

Engineers

Affiliated

Engineers

Affiliated

Engineers

Affiliated

Engineers

Affiliated Engineers, Inc.

310 SW 4th Ave, Suite 800

Portland, OR 97204

Tel 503.479.2901 Fax 503.479.2902

Project #:

2505 se 11th ave. #328 portland, or 97202

503.504.1230

NOTE(S):

1. ALL DIMENSIONS ARE TO FACE OF FINISH UNLESS NOTED

OTHERWISE.

2. BUILDINGS SHOWN ARE PREFABRICATED METAL BUILDINGS.

DETAILED DESIGN OF BUILDINGS SHALL BE DONE AS

DEFERRED SUBMITTALS BY THE BUILDING MANUFACTURER.

KEY NOTE(S) :

1. 3'-0" WIDE x 7'-0" HIGH HINGED HOLLOW METAL DOOR

2. 12'-0" WIDE x 10'-0" HIGH MANUALLY OPERATED INSULATED

STEEL OVERHEAD COILING DOOR

3. 6'-0" x 6'-0" ACRYLIC DOME SKYLIGHT, CENTERED ON

EQUIPMENT PAD BELOW

4. CORRUGATED METAL SIDING WITH EXPOSED FASTENERS

LEGEND:

NEW WORK

SCALE:

TREATMENT BUILDING - SOUTH

1/4" = 1'-0"

SCALE:

TREATMENT BUILDING - NORTH

1/4" = 1'-0"

SCALE:

WELL BUILDING - SOUTH

1/4" = 1'-0"

SCALE:

TREATMENT BUILDING - EAST

1/4" = 1'-0"

SCALE:

TREATMENT BUILDING - WEST

1/4" = 1'-0"

A-301

ELEVATIONS

JALDBC

1/4" = 1'-0"04.28.2023

18993-20

WATER STORAGE

OSH EMERGENGY

SCALE:

WELL BUILDING - EAST

1/4" = 1'-0"

SCALE:

WELL BUILDING - NORTH

1/4" = 1'-0"

SCALE:

WELL BUILDING - WEST

1/4" = 1'-0"

3 3

444 4

Rev

Issuance and Revisions

Date Description

Sheet Title

Scale

Project Title

Drawn By Checked By

Sheet Number

Keyplan

Affiliated

Engineers

Affiliated

Engineers

Affiliated

Engineers

Affiliated

Engineers

Affiliated

Engineers

Affiliated

Engineers

Affiliated

Engineers

Affiliated

Engineers

Affiliated

Engineers

Affiliated Engineers, Inc.

310 SW 4th Ave, Suite 800

Portland, OR 97204

Tel 503.479.2901 Fax 503.479.2902

Project #:

2505 se 11th ave. #328 portland, or 97202

503.504.1230

NOTE(S):

1. ALL DIMENSIONS ARE TO FACE OF FINISH UNLESS

NOTED OTHERWISE.

2. BUILDINGS SHOWN ARE PREFABRICATED METAL

BUILDINGS. DETAILED DESIGN OF BUILDINGS SHALL BE

DONE AS DEFERRED SUBMITTALS BY THE BUILDING

MANUFACTURER.

KEY NOTE(S) :

1. 6'-0" x 6'-0" ACRYLIC DOME SKYLIGHT, CENTERED ON

EQUIPMENT PAD BELOW

LEGEND:

NEW WORK

SCALE:

TREATMENT BUILDING - SECTION

1/4" = 1'-0"

SCALE:

WELL BUILDING - SECTION

1/4" = 1'-0"

A-401

SECTIONS

JALDBC

1/4" = 1'-0"04.28.2023

18993-20

WATER STORAGE

OSH EMERGENGY

1 1

REMOVABLE

OSHA-COMPLIANT STEEL

STAIR WITH STEEL GRATE

TREADS

1 1/2" SCH. 40 GALV. PIPE,

PTD. SAFETY YELLOW

1'-0"

4'-8"

2'-8" 2'-0" MAX.

1'-6"

1" SCH. 40 GALV. PIPE SLIDING

GATE, PTD. SAFETY YELLOW

FABRICATE WITH OPEN ENDS

TO RECEIVE SLIDING GATE

1'-6"

RUNGS - 3/4" DIAMETER

SLIP-RESISTANT STEEL, A36

GALV. - WELDED TO UPRIGHTS

MOUNTING ANGLES - 3" x 3" x 1/4"

STEEL ANGLE - A36 GALV.

UPRIGHTS - 2 1/2" x 3/8" FLAT

STEEL - A36 GALV.

MOUNTING BRACKET - 1/4"

THICK x 3" TALL WELDED

STEEL BRACKET - A36 GALV.

NOTE: ALL LADDER AND

BRACKET COMPONENTS

TO BE A36 GALV. AND

PAINTED SAFETY YELLOW

NOTE: ALL LADDER AND

BRACKET COMPONENTS

TO BE A36 GALV. AND

PAINTED SAFETY YELLOW

1 1/2" SCH. 40 GALV. PIPE,

PTD. SAFETY YELLOW, TYP.

2" SCH. 40 GALV. PIPE

SOCKET CAST INTO SLAB

RUNGS - 3/4" DIAMETER

SLIP-RESISTANT STEEL, A36

GALV. - WELDED TO UPRIGHTS

MOUNTING ANGLES - 3" x 3" x 1/4"

STEEL ANGLE - A36 GALV.

UPRIGHTS - 2 1/2" x 3/8" FLAT

STEEL - A36 GALV.

MOUNTING BRACKET - 1/4"

THICK x 3" TALL WELDED

STEEL BRACKET - A36 GALV.

3/16

TYP.

SIMPSON STAINLESS STRONG

BOLT 2 ANCHOR W/ MIN. 2"

EMBEDMENT TYP.

SIMPSON STAINLESS STRONG

BOLT 2 ANCHOR W/ MIN. 2"

EMBEDMENT TYP.

SIMPSON STAINLESS STRONG

BOLT 2 ANCHOR W/ MIN. 2"

EMBEDMENT TYP.

SIMPSON STAINLESS STRONG

BOLT 2 ANCHOR W/ MIN. 2"

EMBEDMENT TYP.

1/8

TYP.

#4 x 2'-0" EDGE REBAR

CENTERED AT EACH SIDE

OF EMBEDDED SLEEVE

WITH 3/4" COVER TO TOP OF

CURB, TYP.

1 1/2" SCH. 40 GALV. PIPE,

PTD. SAFETY YELLOW, TYP.

2" SCH. 40 GALV. PIPE

SOCKET CAST INTO SLAB

#4 x 2'-0" EDGE REBAR

CENTERED AT EACH SIDE

OF EMBEDDED SLEEVE

WITH 3/4" COVER TO TOP OF

CURB, TYP.

3/16

SEAL WELD

AROUND TYP.

3/16

SEAL WELD

AROUND TYP.

3/16

Project Number

Date Issued

Rev

Issuance and Revisions

Date Description

Sheet Title

Scale

Project Title

Drawn By Checked By

Sheet Number

Keyplan

Affiliated

Engineers

Affiliated

Engineers

Affiliated

Engineers

Affiliated

Engineers

Affiliated

Engineers

Affiliated

Engineers

Affiliated

Engineers

Affiliated

Engineers

Affiliated

Engineers

Affiliated Engineers, Inc.

310 SW 4th Ave, Suite 800

Portland, OR 97204

Tel 503.479.2901 Fax 503.479.2902

Project #:

2505 se 11th ave. #328 portland, or 97202

503.504.1230

SCALE:

TREATMENT EQUIPMENT PAD ACCESS STAIR

1/2" = 1'-0"

0 04.28.23 PERMIT SET

A-801

INTERIOR DETAILS

JALDBC

1/2" = 1'-0"04.28.2023

18993-20

WATER STORAGE

OSH EMERGENGY

SCALE:

SUMP PIT - TYP. RAILING

1/2" = 1'-0"

SCALE:

SUMP PIT - RAILING @ LADDER

1/2" = 1'-0"

SCALE:

SUMP PIT LADDER - ELEVATION

1/2" = 1'-0"

SCALE:

SUMP PIT LADDER - SECTION

1/2" = 1'-0"

LIST OF ABBREVIATIONS

A.B. ANCHOR BOLT

ACI AMERICAN CONCRETE INSTITUTE

ADD'L. ADDITIONAL

AESS ARCHITECTURALLY EXPOSED

STRUCTURAL STEEL

AISC AMERICAN INSTITUTE OF STEEL

CONSTRUCTION

ALT. ALTERNATE

ALUM. ALUMINUM

ARCH. ARCHITECT / ARCHITECTURAL

ASCE AMERICAN SOCIETY OF CIVIL

ENGINEERS

ASD ALLOWABLE STRENGTH DESIGN

LOAD LEVEL

ASTM AMERICAN SOCIETY FOR

TESTING AND MATERIALS

AWS AMERICAN WELDING SOCIETY

BLDG. BUILDING

BOT. BOTTOM

C.G. CENTER OF GRAVITY

C.I.P. CAST IN PLACE

C.J. CONTROL JOINT

C.J.P. COMPLETE JOINT PENETRATION

CL CENTERLINE

CLR. CLEAR

CMU CONCRETE MASONRY UNIT

COL. COLUMN

CONC. CONCRETE

CONN. CONNECTION

CONST. CONSTRUCTION

CONT. CONTINUOUS

db BAR DIAMETER

DBA DEFORMED BAR ANCHOR

DET. DETAIL

DIA., Ø DIAMETER

DIAG. DIAGONAL

D.L. DEAD LOAD

DWG. DRAWING

ELEC. ELECTRICAL

EL. ELEVATION

EQ. EQUAL

EXIST., (E) EXISTING

EXP. EXPANSION

EXT. EXTERIOR

FDN. FOUNDATION

FIN. FINISH

FLR. FLOOR

FT. FOOT

FTG. FOOTING

GA. GAUGE

GALV. GALVANIZED

GL GLULAM

HORIZ. HORIZONTAL

HSS HOLLOW STRUCTURAL STEEL

IBC INTERNATIONAL BUILDING CODE

I.D. INSIDE DIAMETER

IN. INCHES

INT. INTERIOR

K KIPS

KSF KIPS PER SQUARE FOOT

KSI KIPS PER SQUARE INCH

LBS. POUNDS

L.L. LIVE LOAD

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LOC. LOCATION

LONG. LONGITUDINAL

LVF LOW VELOCITY FASTENER

LVL LAMINATED VENEER LUMBER

MAX. MAXIMUM

MBMA METAL BUILDING MANUFACTURERS

ASSOCIATION

MECH. MECHANICAL

MEPF MECHANICAL, ELECTRICAL, PLUMBING

AND FIRE SAFETY

MFR. MANUFACTURER

MIN. MINIMUM

MISC. MISCELLANEOUS

MPH MILES PER HOUR

MPP MASS PLYWOOD PANELS

MT MAGNETIC PARTICLE TESTING

(N) NEW

N.I.C. NOT IN CONTRACT

NLT NAIL LAMINATED TIMBER

NOM. NOMINAL

NO. NUMBER

N.T.S. NOT TO SCALE

o.c. ON CENTER

O.D. OUTSIDE DIAMETER

OPP. OPPOSITE

OSL ORIENTED STRAND LUMBER

OWJ OPEN WEB JOIST

PAF POWDER ACTUATED FASTENER

PART. PARTITION

P/C PRECAST

PCF POUNDS PER CUBIC FOOT

PERIM. PERIMETER

PL PLATE

PP PARTIAL PENETRATION

PSF POUNDS PER SQUARE FOOT

PSL PARALLEL STRAND LUMBER

PSI POUNDS PER SQUARE INCH

P/T POST-TENSIONED

P.T. PRESSURE TREATED

PVC POLYVINYL CHLORIDE

R, RAD. RADIUS

RCSC RESEARCH COUNCIL ON

STRUCTURAL CONNECTIONS

REF. REFERENCE

RET. RETURN

REINF. REINFORCING

REQ'D. REQUIRED

REQ'MTS. REQUIREMENTS

SCHED. SCHEDULE

S.C. SLIP CRITICAL

SIM. SIMILAR

SLFS SEISMIC FORCE RESISTING SYSTEM

S.O.G. SLAB ON GRADE

SPEC. SPECIFICATION

SQ. SQUARE

SSMA STEEL STUD MANUFACTURERS

ASSOCIATION

STD. STANDARD

STRUCT. STRUCTURAL

SYM. SYMMETRICAL

THRU THROUGH

TRANS. TRANSVERSE

TYP. TYPICAL

U.N.O. UNLESS NOTED OTHERWISE

U.T. ULTRASONIC TESTING

ULT. ULTIMATE STRENGTH DESIGN LOAD LEVEL

VERT. VERTICAL

V.I.F. VERIFY IN FIELD

w/ WITH

WF WIDE FLANGE

w/o WITHOUT

W.P. WORK POINT

WPS WELDING PROCEDURE

SPECIFICATION

WWF WELDED WIRE FABRIC

111 SW Fifth Ave., Suite 2600

Portland, OR 97204

O: 503.227.3251

F: 503.227.7980 www.kpff.com

Keyplan

Project Number

Date Issued

Issuance and Revisions

Sheet Title

Scale

Project Title

Drawn By Checked By

Sheet Number

OSH EMERGENGY

WATER STORAGE

10022100578 R22

04.28.2023 AS NOTED

AD CT

Affiliated Engineers Affiliated Engineers Affiliated Engineers Affiliated Engineers Affiliated Engineers Affiliated Engineers Affiliated Engineers Affiliated Engineers Affiliated Engineers

Affiliated Engineers, Inc.

310 SW 4th Ave, Suite 800

Portland, OR 97204 Tel 503.479.2901 Fax 503.479.2902 Project #:

10022100578 R22 KPFF360

A u to d e s k D o c s

/1 B a c k u p W a te r S u p p ly

/1 .r v t

S-001

DRAWING INDEX

AND LIST OF

ABBREVIATIONS

DRAWING INDEX

ISSUE LOG

P E

R M

E T

S-001 DRAWING INDEX AND LIST OF ABBREVIATIONS X

S-002 GENERAL STRUCTURAL NOTES X

S-003 SPECIAL INSPECTIONS PROGRAM X

S-200 SITE LAYOUT PLAN EAST X

S-201 FOUNDATION PARTIAL PLANS X

S-501 CONCRETE DETAILS X

S-502 CONCRETE DETAILS X

D A

T E

ISSUE LOG KEY:

' X ' ISSUED AS PART OF A SET

' - ' NOT A PART OF ISSUED SET

' * ' FOR INFORMATION ONLY

Rev Date Description

04/28/2023 PERMIT SET

EXPIRES 12/31/2024

18993-20

STRUCTURAL DRAWINGS ARE A PART OF THE CONTRACT DOCUMENTS AND ARE

COMPLEMENTARY TO THE ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING DRAWINGS,

THE SPECIFICATIONS AND OTHER CONTRACT DOCUMENTS. THE CONTRACTOR IS RESPONSIBLE

FOR COORDINATING THE REQUIREMENTS FROM THE CONTRACT DOCUMENTS INTO THEIR SHOP

DRAWINGS AND WORK. AS REQUIRED BY THE GENERAL CONDITIONS, THE CONTRACTOR SHALL

PROMPTLY REPORT TO THE ARCHITECT ANY ERRORS, INCONSISTENCIES, OR OMISSIONS IN THE

CONTRACT DOCUMENTS DISCOVERED BY OR MADE KNOWN TO THE CONTRACTOR.

THE GENERAL STRUCTURAL NOTES SUPPLEMENT THE PROJECT SPECIFICATIONS. REFER TO THE

PROJECT SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. NOTES AND DETAILS ON THE

STRUCTURAL DRAWINGS SHALL TAKE PRECEDENCE OVER THE GENERAL STRUCTURAL NOTES

AND TYPICAL DETAILS. WHERE NO DETAILS ARE GIVEN, CONSTRUCTION SHALL BE AS SHOWN

FOR SIMILAR WORK. WHERE CONFLICT EXISTS, THE MORE STRINGENT OR RESTRICTIVE

REQUIREMENT SHALL GOVERN UNTIL CLARIFICATION IS REQUESTED.

CONFORM TO THE 2022 OREGON STRUCTURAL SPECIALTY CODE (OSSC), BASED ON THE 2021

INTERNATIONAL BUILDING CODE (IBC).

THE STRUCTURE IS DESIGNED TO FUNCTION AS A UNIT UPON COMPLETION. THE CONTRACTOR IS

RESPONSIBLE FOR FURNISHING ALL TEMPORARY BRACING AND/OR SUPPORT THAT MAY BE

REQUIRED AS THE RESULT OF THE CONTRACTOR'S CONSTRUCTION METHODS AND/OR

SEQUENCES UNTIL COMPLETION.

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

CONTRACTOR SHALL NOTIFY THE PORT OF ANY SIGNIFICANT DISCREPANCIES FROM CONDITIONS

SHOWN ON THE DRAWINGS.

GENERAL:

EXISTING CONDITIONS:

TEMPORARY CONDITIONS:

CODE REQUIREMENTS:

DESIGN WAS BASED ON THE STRENGTH AND DEFLECTION CRITERIA OF THE OSSC. IN ADDITION TO THE DEAD LOADS, THE FOLLOWING LOADS AND ALLOWABLE WERE USED FOR DESIGN, WITH LIVE

LOADS (L.L.) REDUCED PER OSSC:

DESIGN CRITERIA:

THE STRUCTURAL ENGINEER OF RECORD (SEOR) WILL PERFORM STRUCTURAL OBSERVATIONS

BASED ON THE REQUIREMENTS OF THE OSSC AT THE STAGES OF CONSTRUCTION LISTED BELOW.

CONTRACTOR SHALL PROVIDE SUFFICIENT ADVANCED NOTICE AND ACCESS FOR THE SEOR TO

PERFORM THESE OBSERVATIONS.

ITEM COMMENTS

PRIOR TO FIRST FOUNDATION CONCRETE POUR

STRUCTURAL OBSERVATION IS FOR THE GENERAL CONFORMANCE OF THE STRUCTURAL DRAWINGS

AND DOES NOT ALLEVIATE ANY SPECIAL INSPECTION REQUIREMENTS.

SPECIAL INSPECTION WILL BE PROVIDED BY THE OWNER BASED ON THE REQUIREMENTS OF THE OSSC AS SUMMARIZED IN THE SPECIAL INSPECTION AND TESTING PROGRAM. CONTRACTOR SHALL

PROVIDE SUFFICIENT NOTICE AND ACCESS FOR THE SPECIAL INSPECTOR TO PERFORM THESE

INSPECTIONS.

SPECIAL INSPECTIONS AND TESTING:

GENERAL STRUCTURAL NOTES:

SUBMIT SHOP DRAWINGS AND OTHER SUBMITTALS TO THE PORT PRIOR TO FABRICATION AND

CONSTRUCTION OF STRUCTURAL ITEMS. IF THE SUBMITTALS DIFFER FROM OR ADD TO THE

STRUCTURAL CONTRACT DOCUMENTS, THEY SHALL BEAR THE SEAL AND SIGNATURE OF A

STRUCTURAL ENGINEER REGISTERED IN THE STATE OF OREGON. ANY CHANGES TO THE

STRUCTURAL DRAWINGS SHALL BE SUBMITTED TO THE PORT AND ARE SUBJECT TO REVIEW AND

ACCEPTANCE BY THE SEOR.

FIELD ENGINEERED DETAILS DEVELOPED BY THE CONTRACTOR THAT DIFFER FROM OR ADD TO

THE STRUCTURAL DRAWINGS SHALL BEAR THE SEAL AND SIGNATURE OF A PROFESSIONAL

ENGINEER REGISTERED IN THE STATE OF OREGON AND SHALL BE SUBMITTED TO THE PORT PRIOR

TO CONSTRUCTION.

THE USE OF REPRODUCTIONS OR PHOTOCOPIES OF THE CONTRACT DRAWINGS SHALL NOT BE

PERMITTED. WHEN CAD OR REVIT FILES ARE PROVIDED TO THE CONTRACTOR OR

SUBCONTRACTORS, IT IS THE RESPONSIBILITY OF THE CONTRACTOR/SUBCONTRACTOR TO

REMOVE ALL INFORMATION NOT DIRECTLY RELEVANT TO THE SCOPE OF THE SUBMITTAL AS WELL

AS ALL REFERENCES TO OUTSIDE SOURCE FILES.

DELEGATED DESIGN SUBMITTALS SHALL INCLUDE DESIGN DRAWINGS AND CALCULATIONS FOR

ITEMS THAT ARE DESIGNED BY OTHERS. DELEGATED DESIGN SUBMITTALS SHALL BEAR THE SEAL

AND SIGNATURE OF A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF OREGON ON

EVERY DRAWING SHEET AND ON THE CALCULATION COVER SHEET, AND SHALL BE SUBMITTED TO THE PORT PRIOR TO FABRICATION. CALCULATIONS SHALL BE INCLUDED FOR ALL CONNECTIONS

TO THE STRUCTURE, CONSIDERING LOCALIZED EFFECTS ON STRUCTURAL ELEMENTS. DESIGN

SHALL BE BASED ON THE REQUIREMENTS OF THE OSSC AND AS NOTED UNDER "DESIGN CRITERIA".

SUBMITTALS AND DELEGATED DESIGN SUBMITTALS SHALL INCLUDE THE FOLLOWING:

SUBMITTALS:

FLYASH CONFORMING TO ASTM C618 (INCLUDING TABLE 2A) TYPE F OR TYPE C MAY BE USED TO REPLACE UP TO 20% OF THE CEMENT CONTENT, PROVIDED THAT THE MIX STRENGTH IS SUBSTANTIATED BY TEST DATA.

THE CONTRACTOR SHALL SUBMIT CONCRETE MIX DESIGNS ALONG WITH TEST DATA COMPLIANT WITH OSCC SECTION 1905 A MINIMUM OF TWO WEEKS PRIOR TO PLACING CONCRETE. NO WATER MAY BE ADDED TO CONCRETE IN THE FIELD UNLESS SPECIFICALLY APPROVED IN WRITING BY THE CONCRETE SUPPLIER IN

CONJUNCTION WITH THE CONCRETE MIX DESIGN.

A WATER-REDUCING ADMIXTURE CONFORMING TO ASTM C494 USED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS SHALL BE INCORPORATED IN CONCRETE DESIGN MIXES. A HIGH-RANGE WATER-REDUCING (HRWR) ADMIXTURE CONFORMING TO ASTM C494 TYPE F OR G MAY BE USED IN CONCRETE MIXES PROVIDING THAT THE SLUMP DOES NOT EXCEED 10". AN AIR-ENTRAINING AGENT CONFORMING TO ASTM C260 SHALL BE USED IN CONCRETE MIXES FOR EXTERIOR HORIZONTAL SURFACES EXPOSED TO WEATHER.

THE AMOUNT OF ENTRAINED AIR SHALL BE 5% ± 1% BY VOLUME.

CONCRETE AGGREGATE SIZE SHALL BE AS FOLLOWS:

4,000 3/4" f'c (PSI) MAXIMUM AGGREGATE SIZE

AGGREGATE SIZE

ALL ANCHORS SHALL BE INSTALLED IN STRICT CONFORMANCE WITH MANUFACTURER'S RECOMMENDATIONS.

DO NOT CUT REINFORCING IN NEW OR EXISTING CONCRETE DURING INSTALLATION. ANCHORS EXPOSED TO EARTH OR WEATHER SHALL BE PROTECTED FROM CORROSION BY HOT-DIP GALVANIZING OR USE OF

STAINLESS STEEL.

PERMANENTLY EXPOSED EMBEDDED PLATES AND ANGLES SHALL BE HOT-DIPPED GALVANIZED AFTER FABRICATION, UNLESS OTHERWISE NOTED. NO LOADS OR WELDS SHALL BE PLACED ON EMBEDDED PLATES

OR ANGLES FOR A MINIMUM OF 7 DAYS AFTER CASTING.

REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60, FOR DEFORMED BARS AND ASTM A185 FOR SMOOTH WELDED WIRE FABRIC (WWF), UNLESS OTHERWISE NOTED. REINFORCING STEEL TO BE WELDED SHALL CONFORM TO ASTM A706. REINFORCING STEEL SHALL BE SECURELY TIED IN PLACE WITH #16 ANNEALED

IRON WIRE.

BARS IN SLAB TOPPING SHALL BE SUPPORTED ON WELL-CURED CONCRETE BLOCKS OR APPROVED METAL CHAIRS, AS SPECIFIED BY THE CRSI MANUAL OF STANDARD PRACTICE, MSP-1. REINFORCING STEEL SHALL BE DETAILED IN ACCORDANCE WITH THE "ACI MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES," ACI 315. SHOP DRAWINGS SHALL INCLUDE ELEVATIONS OF ALL BEAMS, WALLS AND COLUMNS SHOWING BAR LOCATIONS. LAP ALL REINFORCING BARS PER THE TYPICAL LAP SPLICE LENGTH SCHEDULES, EXCEPT AS NOTED ON DRAWINGS. USE LAP LENGTH FOR SMALLER BAR WHEN SPLICING DIFFERENT BAR SIZES. MECHANICAL SPLICES IF REQUIRED SHALL BE DAYTON SUPERIOR BAR-LOCK (ICC ESR-2495) OR TAPERLOCK COUPLERS (ICC ESR-2481) OR APPROVED WITH A CURRENT ICC APPROVAL

REPORT.

NOTES:

1. CASE 1 APPLIES TO BAR WITH CLEAR COVER < 1 1/2".

CASE 2 APPLIES TO BAR WITH CLEAR COVER > 1 1/2".

2. FOR CENTER-TO-CENTER SPACING LESS THAN 4db MULTIPLY LAP LENGTHS ABOVE BY 1.3.

3. FOR TOP BARS, CAST ABOVE 12" OF CONCRETE, MULTIPLY LAP LENGTHS ABOVE BY 1.3.

EXPANSION HILTI KWIK BOLT TZ (ICC ESR-1917)SIMPSON STRONG-BOLT (ICC ESR-1771)

CONCRETE SCREW HILTI KWIK HUS-EZ (ICC ESR-3027)SIMPSON TITEN HD (ICC ESR-2713)

EPOXY ADHESIVE HILTI 200 V3 ( ICC ESR - 3963 )SIMPSON SET-XP (ICC ESR 2508)

#3 16 16

#4 20 18

#5 28 24

#6 37 28

CONCRETE PADS MIN. 1 1/2" U.N.O.

ANCHORS TYPE ALTERNATE

BAR SIZE

4000 PSI

CASE 1 CASE 2

USE COVER

APPROVED ANCHORS

REINFORCING STEEL CONCRETE COVER

TYP. SLAB LAP SPLICE

LENGTH (IN.)

CONCRETE WALL AND SLAB

SLEEVES, OPENINGS, CONDUIT, AND OTHER EMBEDDED ITEMS NOT SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE APPROVED BY THE STRUCTURAL ENGINEER BEFORE PLACING CONCRETE CONDUITS EMBEDDED IN SLABS SHALL NOT BE LARGER IN OUTSIDE DIMENSION THAN ONE THIRD OF THE THICKNESS OF THE SLAB AND

SHALL NOT BE SPACED CLOSER THAN THREE DIAMETERS ON CENTER.

WHERE NEW CONCRETE IS PLACED AGAINST EXISTING CONCRETE, THE EXISTING CONCRETE SURFACE SHALL BE CLEANED AND ROUGHENED TO A MINIMUM 1/4" AMPLITUDE. PROVIDE 3/4" CHAMFERS ON ALL EXPOSED

CONCRETE EDGES, UNLESS NOTED OTHERWISE.

REINFORCING STEEL:

CONCRETE WORK SHALL CONFORM TO CHAPTER 19 OF THE OSSC. CONCRETE STRENGTHS

SHALL BE VERIFIED BY STANDARD 28-DAY CYLINDER TESTS PER ASTM C39, AND SHALL BE

AS FOLLOWS:

4,000 .45 ALL USES U.N.O.

f'c (PSI)

ABSOLUTE WATER-CEMENT RATIO BY

WEIGHT USE

NON AIR-ENTRAINED 5% - AIR-ENTRAINED

CONCRETE STRENGTHS

CONCRETE:

CONCRETE ACCESSORIES:

ITEM SUBMITTAL

DELEGATED

DESIGN

SUBMITTAL

COMMENTS

MEP EQUIPMENT ANCHORAGE AND

BRACING

STRUCTURAL STEEL SHALL BE OF THE MATERIAL AND TYPE LISTED BELOW, U.N.O.:

STEEL PLATES ASTM A36

DESIGN, DETAILING, FABRICATION, AND ERECTION SHALL BE IN ACCORDANCE WITH THE "AISC

SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR

BUILDINGS" WITH "COMMENTARY" AND THE "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS

AND BRIDGES", WITH THE FOLLOWING CLARIFICATIONS AND ADDITIONS:

1. CLARIFY SECTIONS 7.5.1 AND 7.5.3 AS FOLLOWS:

EMBEDMENT LOCATION DRAWINGS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER OF

RECORD FOR INFORMATION ONLY. THE SEOR IS NOT RESPONSIBLE FOR THE APPROVAL OF

EMBEDMENT LOCATION DRAWINGS.

2. ADD THE FOLLOWING PARAGRAPH TO SECTION 7.10.3:

"THE ERECTOR SHALL HAVE THE SOLE RESPONSIBILITY FOR DETERMINING THE MEANS AND

METHODS USED TO PROPERLY AND ADEQUATELY BRACE THE FRAMING DURING ERECTION."

BOLTS SHALL CONFORM TO THE ASTM AND RCSC SPECIFICATIONS FOR JOINTS USING HIGH

STRENGTH BOLTS UNLESS NOTED OTHERWISE. BOLTS SHALL BE ASTM F3125 GRADE A325 AND

GRADE A490 WHERE NOTED, AND SNUG-TIGHT UNLESS NOTED OTHERWISE.

STRUCTURAL STEEL:

WELDING SHALL CONFORM TO THE AWS CODES FOR ARC AND GAS WELDING IN BUILDING

CONSTRUCTION. WELDING SHALL BE PERFORMED IN ACCORDANCE WITH A WELDING PROCEDURE

SPECIFICATION (WPS) AS REQUIRED IN AWS D1.1 AND APPROVED BY THE STRUCTURAL ENGINEER.

THE WPS VARIABLES SHALL BE WITHIN THE PARAMETERS ESTABLISHED BY THE FILLER-METAL

MANUFACTURER.

WELDS SHALL BE MADE USING E70XX ELECTRODES AND SHALL BE 3/16" MINIMUM, UNLESS

OTHERWISE NOTED. WELDING SHALL BE BY AWS CERTIFIED WELDERS.

DISTRIBUTION PIPING/DUCTWORK

SUPPORT AND BRACING X

RISK CATEGORY IV

SEISMIC DESIGN CATEGORY D

SITE CLASS D

SEISMIC CRITERIA

STRUCTURAL OBSERVATIONS:

MCE SPECTRAL ACCELERATION Ss = 0.811 S1 = 0.406

DESIGN SPECTRAL

ACCELERATION

SDS = 0.649

COMPONENTS IMPORTANCE

FACTOR

Ip = 1.5

AS REQUIRED TO ADDRESS STRUCTURAL ISSUES

RISK CATEGORY IV (MARION COUNTY, OR)

MAIN WIND FORCE RESISTING

SYSTEM

Vult = 108 ULTIMATE DESIGN WIND SPEED (3 SECOND GUST)

WIND CRITERIA

EXPOSURE CATEGORY C

GUST/INTERNAL PRESSURE

DOMPONENTS AND

CLADDINGS

Vult = 108 ULTIMATE DESIGN WIND SPEED (3 SECOND GUST)

GCpi = ± 0.18

STRUCTURAL STEEL

SHAPE MATERIAL GRADE

DESIGN BASE ON: OSSC 2022, PBS GEOTECH REPORT, DATED JUNE 29, 2007

RETAINING WALLS -

CANTILEVERED

40 PCF (EQUIVALENT FLUID PRESSURE)

GEOTECHNICAL CRITERIA

RETAINING WALLS - SEISMIC 5 H2 PLF APPLIED AT 0.6H FROM WALL BASE (H=WALL HEIGHT)

SOIL PRESSURE:

RETAINING WALLS - BRACED

AT TOP

55 PCF (EQUIVALENT FLUID PRESSURE)

1,000 PSF ALLOWABLE

TABLE FOOTNOTES:

1. CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE SEOR IN ADVANCE.

2. SEOR - STRUCTURAL ENGINEER OF RECORD.

AOR - ARCHITECT OF RECORD.

3. A FIELD REPORT WILL BE SUBMITTED TO THE BUILDING DEPARTMENT FOLLOWING EACH SITE VISIT.

4. STRUCTURAL OBSERVATION IS FOR THE GENERAL CONFORMANCE OF THE STRUCTURAL DRAWING, SPECIAL INSPECTION IS STILL REQUIRED.

5. AFTER REINFORCING STEEL HAS BEEN INSTALLED.

REF. NOTES 1, 3, 4, 5

REF. NOTES 1, 3, 4

METAL BUILDINGS - TREATMENT BUILDING

AND WELL BUILDING

SNOW DRIFT PER OSSC AS SHOWN ON PLANS

SNOW CRITERIA

SNOW EXPOSURE FACTOR Ce = 1.0

SNOW LOAD IMPORTANCE

FACTOR

Is = 1.2

DESIGN ROOF SNOW LOAD 25 PSF MINIMUM IN ACCORDANCE WITH OSSC

GROUND SNOW LOAD Pg = 9 PSF IN ACCORDANCE WITH SNOW

LOAD ANALYSIS FOR OREGON

THERMAL FACTOR Ct = 1.0

CONCRETE CAST AGAINST AND

EXPOSED TO EARTH

4,000 .45 EXTERIOR EQUIPMENT PAD

CONCRETE MIX DESIGNS X

CONCRETE REINFORCEMENT X

CONCRETE ANCHORAGES X

EMBEDDED STEEL ITEMS X

TANK BUOYANCY BRACING X

FOUNDATION EXCAVATION AND

UNDERPINNING

REF. NOTE 1

REF. NOTE 2

TABLE NOTES:

1. THE CONTRACTOR SHALL COORDINATE SEISMIC RESTRAINTS OF MECHANICAL, ELECTRICAL,

PLUMBING, AND FIRE SAFETY EQUIPMENT AND ASSOCIATED DISTRIBUTION SYSTEMS WITH

THE STRUCTURE. CONNECTIONS TO STRUCTURE AND PROVISIONS FOR SEISMIC MOVEMENTS

SHALL CONFORM TO ASCE 7-16 CHAPTER 13, BE DESIGNED BY AN ENGINEER REGISTERED IN

THE STATE OF OREGON, AND SHALL BE SUBMITTED TO THE ARCHITECT AND SEOR PRIOR TO

FABRICATION. FOR RISK CATEGORY III AND IV BUILDINGS, THE SYSTEMS ENGINEER SHALL

SPECIFY THE REQUIREMENTS FOR EQUIPMENTS SEISMIC CERTIFICATION IN THE DEFERRED

SUBMITTAL IN ACCORDANCE WITH OSCC SECTION 1705.13.4 AND ASCE 7-16 SECTION 13.2.2.

2. CONTRACTOR SHALL E ENGAGE A PROFESSIONAL ENGINEER TO PREPARE AN ASSESSMENT

OF ANY EXCAVATIONS THAT MAY REDUCE THE VERTICAL OR LATERAL SUPPORT OF AN

EXISTING FOUNDATION AS REQUIRED BY OSSC SECTION 1803.5.7. THE ASSESSMENT SHALL BE

SUBMITTED TO THE BUILDING DEPARTMENT AND SHALL INCLUDE DETAILS AND SEQUENCING

FOR CONSTRUCTION OF ANY UNDERPINNING OR BRACING THAT IS REQUIRED.

3. CONTRACTOR SHALL COORDINATE AND SHOW ALL REQUIRED PENETRATIONS, WITH

DIMENSIONS FOR MECHANICAL, ELECTRICAL, PLUMBING, FIRE PROTECTION, TECHNOLOGY

AND OTHER SERVICES ON A SINGLE DRAWING FOR REVIEW AT EACH SLAB.

EXCAVATIONS SHALL NOT REDUCE THE VERTICAL OR LATERAL SUPPORT FOR ANY FOUNDATION

OF THIS PROJECT OR ANY ADJACENT STRUCTURE WITHOUT FIRST UNDERPINNING OR

PROTECTING THE FOUNDATION AGAINST DETRIMENTAL LATERAL AND/OR VERTICAL MOVEMENT.

REF. SUBMITTALS SECTION FOR CONTRACTOR'S DELEGATED DESIGN RESPONSIBILITY WHERE

SUCH SUPPORT IS REQUIRED.

THE SEISMIC FORCE-RESISTING SYSTEM (SFRS) FOR THE COMPLETED STRUCTURE IS AS FOLLOWS:

METAL BUILDINGS (DELEGATED DESIGN) - STEEL ORDINARY MOMENT FRAMES OR ORDINARY CONCENTRIC BRACED FRAMES AT ALL COLUMN GRIDS. SEISMIC LOAD TRANSFERRED TO FOUNDATION CONCRETE

SPREAD FOOTINGS AND SLAB ON GRADE FOR VERTICAL SUPPORT AND LATERAL RESISTANCE.

SEISMIC FORCE - RESISTING SYSTEM

REF. METAL BUILDINGS

S1 = 0.514

111 SW Fifth Ave., Suite 2600

Portland, OR 97204

O: 503.227.3251

F: 503.227.7980 www.kpff.com

Keyplan

Project Number

Date Issued

Issuance and Revisions

Sheet Title

Scale

Project Title

Drawn By Checked By

Sheet Number

OSH EMERGENGY

WATER STORAGE

10022100578 R22

04.28.2023 AS NOTED

AD CT

Affiliated Engineers Affiliated Engineers Affiliated Engineers Affiliated Engineers Affiliated Engineers Affiliated Engineers Affiliated Engineers Affiliated Engineers Affiliated Engineers

Affiliated Engineers, Inc.

310 SW 4th Ave, Suite 800

Portland, OR 97204 Tel 503.479.2901 Fax 503.479.2902 Project #:

10022100578 R22 KPFF360

A u to d e s k D o c s

/1 B a c k u p W a te r S u p p ly

/1 .r v t

S-002

GENERAL

STRUCTURAL

NOTES

Rev Date Description

04/28/2023 PERMIT SET

EXPIRES 12/31/2024

1. SPECIAL INSPECTIONS SHALL CONFORM TO SECTION 1705 OF THE 2022 OSSC, CONTRACT DOCUMENTS AND APPROVED SUBMITTALS. REFER TO SPECIAL INSPECTION AND TESTING TABLES FOR PROJECT REQUIREMENTS.

2. SPECIAL INSPECTIONS AND ASSOCIATED TESTING SHALL BE PERFORMED BY AN APPROVED ACCREDITED INDEPENDENT AGENCY MEETING THE REQUIREMENTS OF ASTM E329 (MATERIALS). THE INSPECTION AND TESTING AGENCY SHALL FURNISH TO THE PORT A COPY OF THEIR SCOPE OF ACCREDITATION. SPECIAL INSPECTORS SHALL BE APPROVED BY THE BUILDING OFFICIAL. WELDING INSPECTORS SHALL BE QUALIFIED PER SECTION 6.1.4.1(1) OF AWS D1.1.

3. THE SPECIAL INSPECTOR SHALL OBSERVE THE INDICATED WORK FOR COMPLIANCE WITH THE APPROVED CONSTRUCTION DOCUMENTS. ALL DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE CONTRACTOR FOR CORRECTION AND

NOTED IN THE INSPECTION REPORTS.

4. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS FOR EACH INSPECTION TO THE BUILDING OFFICIAL, STRUCTURAL ENGINEER, ARCHITECT, CONTRACTOR, AND PORT. THE SPECIAL INSPECTION AGENCY SHALL SUBMIT A FINAL REPORT STATING THAT THE WORK REQUIRING SPECIAL INSPECTION WAS INSPECTED AND IS IN CONFORMANCE WITH THE APPROVED CONSTRUCTION DOCUMENTS AND THAT ALL DISCREPANCIES NOTED IN THE INSPECTION REPORTS HAVE BEEN

CORRECTED.

QUALITY ASSURANCE (QA) IS REQUIRED FOR STRUCTURAL STEEL ITEMS PER AISC 360 AND 341 UNLESS SPECIFICALLY NOTED OTHERWISE. QUALITY CONTROL (QC) TO BE PROVIDED BY THE FABRICATOR, ERECTOR OR OTHER RESPONSIBLE CONTRACTOR AS APPLICABLE. CONTRACTOR AND SPECIAL INSPECTOR TO DOCUMENT QUALITY CONTROL AS REQUIRED IN AISC 360 SECTION

N3 AND AISC 341 SECTION J2.

6 INSPECTION TYPES:

CONTINUOUS : THE FULL-TIME OBSERVATION OF WORK REQUIRING SPECIAL INSPECTION BY AN APPROVED SPECIAL

INSPECTOR WHO IS PRESENT IN THE AREA WHERE THE WORK IS BEING PERFORMED.

PERIODIC : THE PART-TIME OR INTERMITTENT OBSERVATION OF WORK REQUIRING SPECIAL INSPECTION BY AN APPROVED SPECIAL INSPECTOR WHO IS PRESENT IN THE AREA WHERE THE WORK HAS BEEN OR IS BEING PERFORMED AND AT THE

COMPLETION OF THE WORK.

OBSERVE : OBSERVE THESE FUNCTIONS ON A RANDOM, DAILY BASIS. OPERATIONS NEED NOT BE DELAYED PENDING

OBSERVATIONS.

PERFORM : INSPECTIONS SHALL BE PERFORMED PRIOR TO THE FINAL ACCEPTANCE OF THE ITEM.

7 SPECIAL INSPECTION OF MECHANICAL POST INSTALLED ANCHORS SHALL BE IN STRICT CONFORMANCE WITH THE ICC REPORT AND MANUFACTURER'S INSTALLATION REQUIREMENTS. ANCHOR INSTALLERS SHALL BE QUALIFIED AS REQUIRED BY

JURISDICTION REQUIREMENTS.

● INSPECTION REPORTS SHALL IDENTIFY NAMES OF INSTALLERS.

● SPECIAL INSPECTOR SHALL PROVIDE DOCUMENTATION AT THE END OF ANCHOR INSTALLATIONS STATING THAT THE

ANCHORS WERE INSPECTED PER APPROVED ANCHOR EVALUATION REPORT.

8 TESTING ABBREVIATIONS:

NDT - NON-DESTRUCTIVE TESTING

C.J.P. - COMPLETE JOINT PENETRATION

MT - MAGNETIC PARTICLE TESTING

SPECIAL INSPECTION PROGRAM NOTE(S):

SPECIAL INSPECTION PROGRAM

GENERAL - SPECIAL INSPECTIONS

SYSTEM OR MATERIAL

OSSC CODE

REFERENCE

CODE OR

STANDARD

REFERENCE

FREQUENCY (NOTE 6)

REMARKS

CONTINUOUS PERIODIC

FABRICATORS

1705.10 1704.2.5

SPECIAL INSPECTION IS REQUIRED FOR

STRUCTURAL LOAD-BEARING MEMBERS AND

ASSEMBLIES FABRICATED ON THE PREMISES

OF A FABRICATOR'S SHOP, SPECIAL

INSPECTIONS SHALL BE PERFORMED DURING

FABRICATION. PERFORMING SPECIAL

INSPECTIONS IS NOT REQUIRED, WHERE

FABRICATOR HAS BEEN APPROVED AS AN

APPROVED FABRICATOR, PER SECTION

1704.2.5.1.

DEFERRED SUBMITTALS X

SPECIAL INSPECTION REQUIREMENTS FOR

DEFERRED SUBMITTAL ITEMS, INCLUDING

REQUIREMENTS FOR DESIGNATED SEISMIC

SYSTEMS IN ACCORDANCE WITH OSSC

SECTION 1705.12.4 IF APPLICABLE, TO BE

SPECIFIED BY THE SYSTEM ENGINEER AND

INCLUDED WITH DEFERRED SUBMITTAL

DOCUMENTS.

REF. S002 GENERAL NOTES DELEGATED

SUBMITTAL TABLE.

SUBMITTALS TO THE BUILDING OFFICIAL 1704.5 X

CERTIFICATES OF COMPLIANCE, REPORTS OF

PRE-CONSTRUCTION TESTS, OR REPORTS OF

MATERIAL PROPERTIES SHALL BE SUBMITTED

TO THE BUILDING OFFICIAL.

STEEL - SPECIAL INSPECTIONS

SYSTEM OR MATERIAL

OSSC CODE

REFERENCE

CODE OR

STANDARD

REFERENCE

INSPECTION (NOTES 5 AND 6)

REMARKS

CONTINUOUS/

PERFORM

PERIODIC/

OBSERVE

STEEL FABRICATION

FABRICATION OF STRUCTURAL ELEMENTS 1704.2.5.1 AISC 360 X

REFER TO INSPECTION OF FABRICATOR

REQUIREMENTS

MATERIAL VERIFICATION OF HIGH STRENGTH

BOLTS, NUTS, AND WASHERS

1705.2.1.2

AISC 360 N5

TABLE 1705.2

AISC 360 A3.3

AISC 360 N3.2

ASTM

STANDARDS

SPECIFIED IN

CONSTRUCTION

DOCUMENTS

RCSC 2.1

X MANUFACTURER'S CERTIFIED TEST REPORTS

MATERIAL VERIFICATION OF WELD FILLER METALS

1705.2.1.1

TABLE 1705.2

AISC 360 A3.5

AISC 360 N3.2

APPLICABLE

AWS A5

DOCUMENTS

X MANUFACTURER'S CERTIFIED TEST REPORTS

STRUCTURAL STEEL WELDING

VERIFYING USE OF PROPER WPS'S

1705.2.1

AWS D1.1 AISC 360 N3.2

RETAIN A RECORD OF WELDING PROCEDURE

SPECIFICATIONS

VERIFYING WELDER QUALIFICATIONS AWS D1.1 X RETAIN A RECORD OF QUALIFICATION CARDS

TABLE 1705.2 AWS D1.1

CLAUSE 6

SINGLE PASS FILLET WELDS GREATER THAN 5/16" X

ALL WELDS VISUALLY INSPECTED PER AWS

D1.16.9

SINGLE PASS FILLET WELDS LESS THAN OR

EQUAL TO 5/16"

VERIFICATION OF JOINT AND APPLICATION OF

CONNECTION DETAILS INCLUDING MEMBER AND

COMPONENT LOCATIONS, BRACING, AND STIFFENERS

TABLE 1705.2

AWS D1.1 X

CONCRETE - SPECIAL INSPECTIONS

SYSTEM OR MATERIAL

INSPECTION

REMARKSOSSC CODE

REFERENCE

CODE OR

STANDARD

REFERENCE

FREQUENCY (NOTE 6)

CONTINUOUS PERIODIC

CONCRETE

GENERAL

1705.3

1901 ACI 318 1.2

SPECIAL INSPECTIONS OF CONCRETE SHALL

CONFORM TO THE REQUIREMENTS OF SECTION

1705.3 OF THE OSSC AND SECTION 1.3 OF ACI 318.

REINFORCING STEEL PLACEMENT

ACI 318

CH. 20 AND

CH. 25

REINFORCING TO COMPLY WITH ALL CODE

PROTECTION, SPACING AND TOLERANCE LIMITS.

PLACEMENT OF CAST-IN-PLACE BOLTS

1908.5

1909.1 X ALL BOLTS VISUALLY INSPECTED

VERIFYING USE OF REQUIRED MIX DESIGN(S)

1904.1 1904.2

ACI 318, CH.19

26.4.3, 26.4.4 X

PRIOR TO CONCRETE PLACEMENT, FABRICATE

SPECIMENS FOR STRENGTH TESTS, PERFORM SLUMP

AND AIR CONTENT TESTS, AND DETERMINE THE

TEMPERATURE OF THE CONCRETE

ASTM C31, ASTM

C172, ACI 318

CH. 26.5, 26.12

INSPECT CONCRETE PLACEMENT FOR PROPER

APPLICATION TECHNIQUES

ACI 318 CH. 26.5 X

VERIFY MAINTENANCE OF SPECIFIED CURING

TEMPERATURE AND TECHNIQUES

1705.3

ACI 318

CH. 26.5.3-26.5.5

VERIFICATION OF FORMWORK ACI 318 26.11 X

SPECIAL INSPECTIONS APPLY TO SHAPE,

LOCATION AND DIMENSIONS OF THE CONCRETE

MEMBER BEING FORMED

EMBEDDED ITEMS IN CONCRETE X

ALL NON-STRUCTURAL EMBEDDED ITEMS, SUCH AS

CONDUITS, PIPES AND SLEEVES, SHALL BE

REVIEWED FOR CONFORMANCE WITH

STRUCTURAL DOCUMENTS FOR SIZE, SPACING,

LOCATION, EDGE DISTANCE AND TRIM

REINFORCING.

REINFORCING STEEL MECHANICAL COUPLERS,

TERMINATORS AND FORMSAVERS

ICC EVALUATION

REPORTS X

POST INSTALLED CONCRETE ANCHORS

POST INSTALLED ANCHORS INSTALLATION IN

HARDENED CONCRETE

ACI 318

CH. 17

X (NOTE 7)

1705.3

INSPECTION REQUIREMENTS PER ICC EVALUATION

REPORT PROVIDE CONTINUOUS SPECIAL

INSPECTION FOR ADHESIVE ANCHORS INSTALLED

IN HORIZONTAL OR UPWARDLY INCLINED

ORIENTATIONS TO RESIST SUSTAINED TENSION

LOADS.

CONCRETE - TESTING

CONCRETE STRENGTH

1705.3

ASTM C172

ASTM C 31

ACI318

CH. 19

ASTM C39

EACH 150 CY NOR LESS THAN

EACH 5000 SF OF SLAB OR

WALL PLACED EACH SHIFT

FABRICATE SPECIMENS AT TIME FRESH

CONCRETE IS PLACED

CONCRETE SLUMP ASTM C143

CONCRETE AIR CONTENT ASTM C231

CONCRETE TEMPERATURE ASTM C1064

NON-SHRINK GROUT STRENGTH

WAQTC TM 12-08 EACH 1 CY OR 1 SAMPLE

MIN. EACH SHIFT

MATERIAL VERIFICATION OF ANCHOR BOLTS AND

THREADED RODS

AISC 360 A3.4

AISC 360 N3.2

ASTM

STANDARDS

SPECIFIED IN

CONSTRUCTION

DOCUMENTS

X MANUFACTURER'S CERTIFIED TEST REPORTS

1705.3

SOIL/GEOTECHNICAL - SPECIAL INSPECTIONS

SYSTEM OR MATERIAL

OSSC CODE

REFERENCE

CODE OR

STANDARD

REFERENCE

FREQUENCY (NOTE 6)

REMARKS

CONTINUOUS PERIODIC

VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS

ARE ADEQUATE TO ACHIEVE THE DESIGN BEARING

CAPACITY

1705.6

VERIFY EXCAVATIONS ARE EXTENDED TO PROPER

DEPTH AND HAVE REACHED PROPER MATERIAL

BY THE QUALIFIED SPECIAL INSPECTOR

SOILS

PERFORM CLASSIFICATION AND TESTING OF

COMPACTED FILL MATERIALS

VERIFY USE OF PROPER MATERIALS, DENSITIES AND

LIFT THICKNESSES DURING PLACEMENT AND

COMPACTION OF COMPACTED FILL

PRIOR TO PLACEMENT OF COMPACTED FILL, INSPECT

SUBGRADE AND VERIFY THAT SITE HAS BEEN

PREPARED PROPERLY

GEOTECHNICAL

REPORT

111 SW Fifth Ave., Suite 2600

Portland, OR 97204

O: 503.227.3251

F: 503.227.7980 www.kpff.com

Keyplan

Project Number

Date Issued

Issuance and Revisions

Sheet Title

Scale

Project Title

Drawn By Checked By

Sheet Number

OSH EMERGENGY

WATER STORAGE

10022100578 R22

04.28.2023 AS NOTED

AD CT

Affiliated Engineers Affiliated Engineers Affiliated Engineers Affiliated Engineers Affiliated Engineers Affiliated Engineers Affiliated Engineers Affiliated Engineers Affiliated Engineers

Affiliated Engineers, Inc.

310 SW 4th Ave, Suite 800

Portland, OR 97204 Tel 503.479.2901 Fax 503.479.2902 Project #:

10022100578 R22 KPFF360

A u to d e s k D o c s

/1 B a c k u p W a te r S u p…

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