12629 OSP Boiler Plant Fire Escape_Plans.pdf

Ridgefiled, WA.

Duluth + Minneapolis, MN.

www.windsorengineers.com

Copyright 2023 By Windsor Engineers, LLC All Rights Reserved.

LINE IS 1" ON FULL

SCALE DRAWING

CALL 2 BUSINESS DAYS BEFORE YOU DIG.

CAUTION UTILITY INFORMATION IS APPROXIMATE.

VERIFY ALL UTILITIES PRIOR TO CONSTRUCTION.

Revisions: #

Know what's below.

before you dig.Call

R

Issuance Summary:

2024-02-13 SCHEMATIC DESIGN / 30% - ISSUED FOR REVIEW

2024-05-01 PERMIT SET (BUILDING)

2024-05-20 SITE PLAN REVIEW

2024-11-13 OWNER REVISIONS

G001

#6669 Control Room Fire Escape

2605 State St, Salem, OR 97310

COVER SHEET

Project No: 23215.1

DOC BOILER PLANT BUILDING

IMPROVEMENTS

#6669 CONTROL ROOM FIRE ESCAPE

(City Stamp)

FOR

SALEM, OREGON

ENGINEER:

WINDSOR ENGINEERS

CONTACT: TYLER STEWART

PHONE: 218-409-8110

EMAIL: TSTEWART@WINDSORENGINEERS.COM

PREPARED FOR:

OREGON DEPARTMENT OF CORRECTIONS

CONTACT: PETE BELISLE

PHONE: 503-931-1404

EMAIL: PETE.W.BELISLE@DOC.OREGON.GOV

FIRE ESCAPE SHEET LIST

G001 - COVER SHEET

G002 - GENERAL ABBREVIATIONS SYMBOLS AND NOTES

G003 - GENERAL ARRANGEMENT PLAN - OVERALL SITE PLAN

G004 - EXISTING CONDITIONS, DEMOLITION, AND SURVEY CONTROL

G005 - SURVEY

C100 - GRADING EROSION CONTROL ENLARGED PLAN

S0 - STRUCTURAL CONCRETE & STEEL NOTES

S0.1 - STEEL NOTES

S1 - EXTERIOR EGRESS PLATFORM - OVERALL LAYOUT PLAN

S2 - EXTERIOR EGRESS PLATFORM - FRAMING PLANS

S3 - EXTERIOR EGRESS PLATFORM - SECTIONS

S4 - EXTERIOR EGRESS PLATFORM - EXTERIOR DOOR ELEVATIONS

S5 - EXTERIOR EGRESS PLATFORM - DETAILS

S6 - EXTERIOR EGRESS PLATFORM - TYPICAL STAIR DETAILS

S7 - TYPICAL GUARDRAIL DETAILS

S8 - ISOMETRIC VIEWS

1 2024-11-08 OWNER REVISIONS

Expires: 6/30/2026 11-15-2024

EROSION CONTROL NOTES

PUBLIC AND PRIVATE DRAINAGE WAYS SHALL BE PROTECTED

FROM POLLUTION. NO MATERIAL IS TO BE DISCHARGED TO OR

DEPOSITED IN STORMWATER SYSTEMS THAT MAY RESULT IN

VIOLATION OF STATE OR FEDERAL WATER QUALITY

STANDARDS.

EFFECTIVE EROSION CONTROL IS REQUIRED. EROSION

CONTROL DEVICES MUST BE INSTALLED AND MAINTAINED TO

MEET THE CITY REQUIREMENTS.THE GOVERNING JURISDICTION

MAY, AT ANY TIME, ORDER CORRECTIVE ACTION AND STOPPAGE

OF WORK TO ACCOMPLISH EFFECTIVE EROSION CONTROL.

DEMOLITION/PROTECTION NOTES

CONTRACTOR TO VERIFY ALL UTILITY LOCATIONS AND DEPTHS

PRIOR TO CONSTRUCTION. A MINIMUM OF TWO FULL BUSINESS

DAYS PRIOR TO BEGINNING CONSTRUCTION, THE CONTRACTOR

SHALL CALL 811 (UTILITY NOTIFICATION CENTER) FOR LOCATION

MARK-UP OF EXISTING UTILITIES.

CONTRACTOR SHALL PROTECT ALL PROPERTY CORNERS,

SURVEY MONUMENTS AND CONTROL POINTS. SURVEY

MONUMENTS OF THIS TYPE DISTURBED DURING CONSTRUCTION

SHALL BE REPLACED AT CONTRACTOR'S EXPENSE, WITH

APPROPRIATE SURVEYS FILED WITH THE COUNTY SURVEYOR

ALL STRUCTURES, LOTS, SWALES, DITCHES, CURBS, FENCES,

WALLS, MAILBOXES, SIGNS, POLES, GUY WIRES, PIPING, AND

UTILITIES DISTURBED DURING CONSTRUCTION TO BE

RESTORED TO EXISTING CONDITION OR BETTER UNLESS

OTHERWISE SPECIFIED.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING

THE INTEGRITY OF ADJACENT UTILITIES WHICH MAY INCLUDE,

BUT ARE NOT LIMITED TO, WATER, SANITARY SEWER,

STORMWATER, POWER, TELEPHONE, CABLE TV, GAS,

IRRIGATION, AND STREET LIGHTING. THE CONTRACTOR SHALL

NOTIFY RESIDENTS AND BUSINESSES 48 HOURS IN ADVANCE OF

ANY WORK AFFECTING ACCESS OR SERVICE AND SHALL

MINIMIZE INTERRUPTIONS TO DRIVEWAYS FOR RESIDENTS AND

BUSINESSES ADJACENT TO THE PROJECT.

ALL LAWN AND VEGETATED AREAS DISTURBED WILL BE

RESTORED TO ORIGINAL CONDITION. ANY DISTURBANCE OR

DAMAGE TO OTHER PROPERTY ON ADJACENT PARCELS OR IN

THE PUBLIC RIGHT OF WAY SHALL ALSO BE REPAIRED OR

RESTORED TO ORIGINALCONDITION.

THE TYPES, LOCATIONS, SIZES AND/OR DEPTHS OF EXISTING

UNDERGROUND UTILITIES AND STRUCTURES AS SHOWN ON THE

DRAWINGS ARE APPROXIMATE AND WERE OBTAINED FROM

SOURCES OF VARYING RELIABILITY. THE CONTRACTOR IS

CAUTIONED THAT ONLY ACTUAL EXCAVATION WILL REVEAL THE

TYPES, EXTENT, SIZES, LOCATIONS, AND DEPTHS OF UTILITIES.

A REASONABLE EFFORT HAS BEEN MADE TO LOCATED AND

DELINEATE ALL KNOWN UNDERGROUND UTILITIES. THE

CONTRACTOR SHALL VERIFY THE LOCATION OF AND PROVIDE

PROTECTION FOR ALL UTILITIES AND STRUCTURES.OVERHEAD

UTILITIES ARENOT SHOWN.

EXISTING UTILITIES DAMAGED BY THE CONTRACTOR SHALL BE

REPAIRED BY THE CONTRACTOR OR BY THE UTILITY AT THE

CONTRACTOR'S EXPENSE.

EXCAVATION NOTES

THE CONTRACTOR IS RESPONSIBLE FOR ALL CONSTRUCTION

STAKING.

EXCAVATE FOR SLABS, PAVING, AND OTHER IMPROVEMENTS TO

SIZES AND LEVELS SHOWN OR REQUIRED. ALLOW FOR FORM

CLEARANCE AND FOR PROPER COMPACTION OF REQUIRED

BACKFILLING MATERIAL.

WHERE CONNECTING TO AN EXISTING PIPE, AND PRIOR TO

ORDERING MATERIALS, THE CONTRACTOR SHALL EXPOSE THE END

OF THE EXISTING PIPE VERIFY THE LOCATION, SIZE, AND

ELEVATION. NOTIFY ENGINEER OF ANY DISCREPANCIES.

CONTRACTOR SHALL ADJUST ALL STRUCTURES IMPACTED BY

CONSTRUCTION IMPROVEMENTS TO NEW FINISH GRADES.

BUILDING/SITE UTILITY PIPING NOTES

ALL WATER PIPING SHALL BE CONSTRUCTED WITH 3' MINIMUM

COVER, 1' VERTICAL SEPARATION BETWEEN UTILITIES, AND A

MINIMUM OF 10' HORIZONTAL SEPARATION AND 18" ABOVE SEWER

LINES, UNLESS OTHERWISE NOTED.

DRAWINGS ARE GENERALLY DIAGRAMMATIC. THEY DO NOT SHOW

EVERY OFFSET, BEND OR ELBOW REQUIRED FOR INSTALLATION IN

THE SPACE PROVIDED. THEY DO NOT SHOW EVERY DIMENSION,

COMPONENT PIECE, SECTION, JOINT OR FITTING REQUIRED TO

COMPLETE THE PROJECT. ALL LOCATIONS FOR WORK SHALL BE

CHECKED AND COORDINATED WITH EXISTING CONDITIONS IN THE

FIELD BEFORE BEGINNING CONSTRUCTION. EXISTING

UNDERGROUND UTILITIES LAYING WITHIN THE LIMITS OF

EXCAVATION SHALL BE VERIFIED AS TO CONDITION, SIZE AND

LOCATION BY UNCOVERING, PROVIDING SUCH IS PERMITTED BY

LOCAL PUBLIC AUTHORITIES WITH JURISDICTION, BEFORE

BEGINNING CONSTRUCTION. CONTRACTOR TO NOTIFY ENGINEER IF

THERE ARE ANY DISCREPANCIES.

PROVIDE CLEANOUTS AS REQUIRED IN THE CURRENT EDITION OF

THE UNIFORM PLUMBING CODE.

SEE MECHANICAL/PLUMBING DRAWINGS FOR UTILITIES LOCATED

WITHIN THE BUILDING AND TO 5’ OUTSIDE THE BUILDING,

INCLUDING FOUNDATION DRAINAGE AND DOWNSPOUTLEADERS.

DOWNSPOUT LEADERS TO BE 6" AT 2% MIN. UNLESS NOTED

OTHERWISE.

RECOMMENDED SEQUENCE FOR EROSION CONTROL

1. PRE-CONSTRUCTION MEETING.

2. FLAG OR FENCE CLEARING LIMITS

3. POST NOTICE OF CONSTRUCTION ACTIVITY SIGN WITH THE

NAME AND PHONE NUMBER OF EROSION SEDIMENT CONTROL

SUPERVISOR.

4. INSTALL CATCH BASIN PROTECTION, IF REQUIRED.

5. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH

BARRIER, ETC.).

6. INSTALL TREE PROTECTION FENCING.7. GRADE AND INSTALL

CONSTRUCTION ENTRANCE(S).

8. CONSTRUCT SEDIMENT POND(S) AND TRAP(S).

9. GRADE AND STABILIZE CONSTRUCTION ROADS.

10. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPT

DIKES, PIPE SLOPE DRAINS, ETC) SIMULTANEOUSLY WITH

CLEARING AND GRADING FOR PROJECT DEVELOPMENT.

11. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE

WITH STORMWATER MANAGEMENT MANUAL FOR WESTERN

WASHINGTON AND MANUFACTURER'S RECOMMENDATIONS.

12. RELOCATE SURFACE WATER CONTROLS AND EROSION

CONTROL MEASURE OR INSTALLNEW MEASURES SO THAT AS

SITE CONDITIONS CHANGE THE EROSION AND SEDIMENT

CONTROL IS ALWAYS IN ACCORDANCE WITH THE CLARK

COUNTY EROSION AND SEDIMENT CONTROL STANDARDS.

13. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE

THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS

DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH,

COMPOST, PLASTIC SHEETING OR EQUIVALENT.

14. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN

SEVEN DAYS.

15. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR

MORE THAN 30 DAYS.

16. ALL DISTURBED PERVIOUS AREAS MUST MEET BMP T5.13 IN

THE 2019 MANUAL. EXISTING TOPSOIL MAY NEED TO BE

AMENDED TO REACH APPROVED RATES, OR IMPORT TOPSOIL

WITH SUFFICIENT ORGANIC CONTENT AND WIDTH.

17. UPON COMPLETION OF THE PROJECT, ALL DISTURBED

AREAS MUST BE STABILIZED AND BEST MANAGEMENT

PRACTICES REMOVED IF APPROPRIATE.

APPLICABLE CODES

THE PROJECT IS DESIGNED IN ACCORDANCE WITH THE FOLLOWING

CODES AND STANDARDS:

• 2021 INTERNATIONAL BUILDING CODE WITH OREGON

AMENDMENTS

• 2021 INTERNATIONAL MECHANICAL CODE WITH OREGON

AMENDMENTS

• 2018 UNIFORM PLUMBING CODE WITH OREGON AMENDMENTS

• 2019 ASHRAE 90.1, 2019 WITH OREGON AMENDMENTS

ACCESS NOTES

CONTRACTOR SHALL MAINTAIN ACCESS TO HOMES AND

BUSINESSES AT ALL TIMES. PROVIDE WRITTEN NOTICE TO ALL

PROPERTY OWNERS AT LEAST TWO BUSINESS DAYS IN ADVANCE

OF WORK ADJACENT TO PROPERTIES.

CONTRACTOR SHALL NOTIFY THE ENGINEER AND OWNER 48 HOURS

BEFORE STARTING CONSTRUCTION, AND 24 HOURS BEFORE

RESUMING WORK AFTER SHUTDOWNS EXCEPT FOR NORMAL

RESUMPTION OF WORK FOLLOWING SATURDAYS, SUNDAYS, OR

HOLIDAYS.

CONTRACTOR SHALL NOTIFY THE ENGINEER A MINIMUM OF 48

HOURS PRIOR TO ANY TESTING OR REQUIRED INSPECTION.

GENERAL SYMBOLS

DETAIL/PLAN CALLOUT

REVISION CLOUD

REVISION TAG

KEYNOTEX

X

XXX

X

NORTH ARROW

N

MATCHLINE

CONTINUATION SYMBOL

ITEM TO BE DEMOLISHED

AREA NOT IN CONTRACT

POINT OF CONNECTION

POINT OF DEMOLITION

AD ANALYZER DRAIN

ALL ALL

BUR BURIED

C CONCRETE

CB CATCH BASIN

CD CONDENSATE DRAIN

CI CAST IRON

CISP CAST IRON SOIL PIPE

CL CENTERLINE

CNS COMPACTED NATIVE SOIL

CO CLEAN OUT

CO COPPER

CPE CORRUGATED POLYETHYLENE

CR CURB RETURN

CS CAUSTIC SODA SOLUTION

CST CARBON STEEL

D DIRT / DRAINAGE

D BUILDING DRAIN

DI CEMENT MORTOR LINED DUCTILE IRON

DR DRAIN

ENC CONCRETE ENCASED

ESXT EXISTING

EXP EXPOSED, INTERIOR

FC FLUSH CURB

FG FINISHED GRADE

FG FINISH GRADE (DEFAULT- IF NOT LABELED)

FH FIRE HYDRANT

FL FLOW LINE

FL FLOWLINE

FL FLOURIDE SOLUTION

FL FLANGED

FM FORCE MAIN

FR FLARED

FW FUSION WELDED

G NATURAL GAS (LOW PRESSURE)

GAL GALVANIZED

GB GRADE BREAK

GB GRADE BREAK

H HYDROSTATIC

HDPE HIGH DENSITY POLYETHYLENE

HP HIGH POINT

HP HIGH POINT

HW HOT WATER

HWC HOT WATER CIRCULATION

LF LINEAR FOOT

LP LOW POINT

LP LOW POINT

MDPE MEDIUM DENSITY POLYETHYLENE

MG NATURAL GAS (MEDIUM PRESSURE)

MG MATCH EXISTING GRADE

MG MATCH GRADE

MH MANHOLE

MJ MECHANICAL JOINT

NA NOT APPLICABLE

NF TEST PER APPROPRIATE NFPA STANDARD

NH NO HUB

NS NATIVE SOIL

NTS NOT TO SCALE

P PNEUMATIC

PC POINT OF CURVATURE

PC TEST PER UNIFORM PLUMBING CODE

PO PUSH ON (GASKET)

POC POINT OF CONNECTION

POS POINT OF SERVICE

PP POWER POLE

PP PROPANE

PPP POLYPROPYLENE PIPE

PPT POLYPROPYLENE TUBING

PPU PROPANE UNDERGROUND

PT POINT OF TANGENCY

PV PAVEMENT

PV PAVEMENT

PVC POLYVINYL CHLORIDE

R RADIUS

RJ PROPRIETARY RESTRAINED JOINT

ROW RIGHT OF WAY

RW RAW WATER

S SLOPE / SANITARY

SA SAMPLE

SAN SEWER SEWER

SD STORM DRAIN

SDCO STORM DRAIN CLEANOUT

SHC SODIUM HYPOCHLORITE SOLUTION

SO SOLDERED

SS SANITARY SEWER

SSMH SANITARY MANHOLE

STA STATION

STM STORM DRAIN

STMH STORM MANHOLE

SW SIDEWALK

SW SOLVENT WELD

TBD TO BE DETERMINED

TBL TO BE RELOCATED BY RESPECTIVE UTILITY

TBR TO BE REMOVED BY CONTRACTOR

TC TOP OF CURB

TC TOP OF CURB

TH THREADED

TM TEMPARED WATER

TOE TOE OF BANK

TOP TOP OF BANK

TP TELEPHONE POLE

TW TREATED WATER

U UNDERGROUND

V SANITARY VENT

VIP VERIFY IN FIELD PRIOR TO CONSTRUCTION

VP PROCESS VENT

W WATER MAIN

W W1 POTABLE WATER

W WELDED

W2 NON POTABLE WATER

ABBREVIATIONS

Ridgefiled, WA.

Duluth + Minneapolis, MN.

www.windsorengineers.com

Copyright 2023 By Windsor Engineers, LLC All Rights Reserved.

LINE IS 1" ON FULL

SCALE DRAWING

CALL 2 BUSINESS DAYS BEFORE YOU DIG.

CAUTION UTILITY INFORMATION IS APPROXIMATE.

VERIFY ALL UTILITIES PRIOR TO CONSTRUCTION.

Revisions: #

Know what's below.

before you dig.Call

R

Issuance Summary:

2024-02-13 SCHEMATIC DESIGN / 30% - ISSUED FOR REVIEW

2024-05-01 PERMIT SET (BUILDING)

2024-05-20 SITE PLAN REVIEW

2024-11-13 OWNER REVISIONS

G002

#6669 Control Room Fire Escape

2605 State St, Salem, OR 97310

GENERAL ABBREVIATIONS SYMBOLS AND

NOTES

Project No: 23215.1

PROJECT ADDRESS

OREGON STATE PENITENTIARY

2605 STATE ST, SALEM, OR 97310

PROJECT DATUM

THE HORIZONTAL DATUM IS OREGON STATE PLANE NORTH ZONE,

NAD83(2011).

THE ELEVATION DATUM IS CITY OF SALEM, OREGON NGVD29 (ADD 3.37 TO

ADJUST TO NAVD 88).

BENCHMARK

SEE FFN SURVEY (G004)

A132

SEE FFN SUREY: A132 FOR DETAIL DESCRIPTION

ELEVATION = 200.01' CITY OF SALEM DATUM

DOC BOILER PLANT

OREGON DEPARTMENT OF CORRECTIONS

3601 STATE ST,

SALEM OR, 97301

PETE.W.BELISLE@DOC.OREGON.GOV

PETE BELISLE

CIVIL ENGINEER

WINDSOR ENGINEERS

27300 NE 10TH AVE

RIDGFIELD WA, 98642

360.335.3642

TYLER STEWART

CONTRACTOR

(CONTRACTOR)

(ADDRESS)

(ADDRESS LINE 2)

(CONTACT INFO)

(NAME)

OWNER

STRUCTURAL ENGINEER

JBW CONSULTANTS

4140 RICHARD AVE SUITE 650

HERMANTOWN, MN 55811

TOM.JOHNSON@JBWCONULT.COM

TOM JOHNSON

PROJECT NARRATIVE

THIS PROJECT INCLUDES MODIFICATIONS TO THE CONTROL ROOM ACCESS

INCLUDING AN EXTERIOR STAIRWAY, A NEW OPENING AND DOOR IN THE

EXTERIOR WALL, AND GRADING FOR A NEW CONCRETE PAD AT THE BOTTOM

OF THE STAIRWAY.

0,0

VERT

0,0

VERT

GG

CC

AA

DD

HH

BB

EE

FF

C100

LOCATION OF

BOILER PLANT

Ridgefiled, WA.

Duluth + Minneapolis, MN.

www.windsorengineers.com

Copyright 2023 By Windsor Engineers, LLC All Rights Reserved.

LINE IS 1" ON FULL

SCALE DRAWING

CALL 2 BUSINESS DAYS BEFORE YOU DIG.

CAUTION UTILITY INFORMATION IS APPROXIMATE.

VERIFY ALL UTILITIES PRIOR TO CONSTRUCTION.

Revisions: #

Know what's below.

before you dig.Call

R

Issuance Summary:

2024-02-13 SCHEMATIC DESIGN / 30% - ISSUED FOR REVIEW

2024-05-01 PERMIT SET (BUILDING)

2024-05-20 SITE PLAN REVIEW

2024-11-13 OWNER REVISIONS

G003

#6669 Control Room Fire Escape

2605 State St, Salem, OR 97310

GENERAL ARRANGEMENT PLAN / OVERALL

SITE PLAN

Project No: 23215.1

N

SCALE: 1" = 10'-0"

SITE PLAN - GENERAL ARRANGEMENT PLAN

SEE STRUCTURAL SHEETS FOR EXIT STAIRS

NOT TO SCALE

VICINITY MAP

0,0

VERT

GG

C

C

AA

DD

HH

B

B

EE

FF

EX. BULK

STORAGE TANK

EX. BULK

STORAGE TANK

EXISTING PAVEMENT EDGES

EXISTING WALL (NOT SHOWN)

50 FT FROM BUILDING

130' - 0"

Ridgefiled, WA.

Duluth + Minneapolis, MN.

www.windsorengineers.com

Copyright 2023 By Windsor Engineers, LLC All Rights Reserved.

LINE IS 1" ON FULL

SCALE DRAWING

CALL 2 BUSINESS DAYS BEFORE YOU DIG.

CAUTION UTILITY INFORMATION IS APPROXIMATE.

VERIFY ALL UTILITIES PRIOR TO CONSTRUCTION.

Revisions: #

Know what's below.

before you dig.Call

R

Issuance Summary:

2024-02-13 SCHEMATIC DESIGN / 30% - ISSUED FOR REVIEW

2024-05-01 PERMIT SET (BUILDING)

2024-05-20 SITE PLAN REVIEW

2024-11-13 OWNER REVISIONS

G004

#6669 Control Room Fire Escape

2605 State St, Salem, OR 97310

EXISTING CONDITIONS, DEMOLITION, AND

SURVEY CONTROL

Project No: 23215.1 Author

SCALE: 1" = 10'-0"

SITE PLAN - EXISTING CONDITIONS AND DEMOLITION

N

TANK AND FENCE RELOCATED

BY OTHERS

EXISTING DRAIN LINE RELOCATED BY OTHERS

SHEET NOTES:

1. SEE G003 - GENERAL ARRANGMENT PLAN FOR OVERALL

PROJECT SITE AND AREA.

2. PROPERTY LINES ARE GREATER THAN 200 FT AWAY

FROM THESE BUILDING IMPROVEMENTS. REFERENCE

G003 FOR PROPERTY LINE LOCATIONS.

3. SITE IS RELATIVLY FLAT. REFERNCE G005 - SURVEY

AND C100 - EMERGENCY EXIT GRADING, EROSION

CONTROL ENLARGED PLAN FOR CONTOURS.

1 2024-11-08 OWNER REVISIONS

T O P O G R A P H

IC

S U R V E Y

F O R O .S .P B O

IL

E R

B U

IL

D

IN

G

F F

N S

U R

V E

Y

IN

G

IN

T H E

S W

1/

O F

S E C T

IO

N

T .7 S

R .3 W

W .M

C

IT

Y

O F

S A

LE

M M A R

IO

N

C O U N T Y O R E G O N

N O

D A T E

D E S C R

IP

T

IO

N

R E V

IS

IO

N S

SHEET

JOB NO.

23-451 rd S tr ee t S

E

T u rn er O

R

P (5

-3

E in fo ff n su rv ey in g .c o m

S E P

IN

IT

IA

L R E

LE

A S E

20'0' 40'

SCALE: 1 INCH = 20 FEET

WVT

EB

U

UVT

TVB

TFM

WV

BOL

RD

NOTES

LEGEND

1. BASIS OF BEARINGS AND COORDINATE SYSTEM IS BASED ON

OREGON STATE PLANE NORTH ZONE, NAD83(2011), EPOCH

2010.00. ALL DISTANCES SHOWN HEREON ARE GROUND DISTANCES.

2. ELEVATIONS WERE ESTABLISHED BY GPS RTK OBSERVATIONS TO

CITY OF SALEM BENCHMARK "A132". MARK IS A 2" ALUMINUM

DISK SET IN THE CURB AT THE SOUTHERLY END OF THE

ROBERTS HIGH SCHOOL PROPERTY AT 3630 STATE STREET SE.

PER NOAA'S VERTCON UTILITY, ADD 3.37 FEET TO OBTAIN

NAVD88 DATUM. ALL ELEVATIONS SHOWN HEREON ARE CITY OF

SALEM DATUM, NGVD29.

"A132" ELEVATION = 200.01' (CITY OF SALEM DATUM, NGVD29)

3. THE LOCATION OF UTILITIES SHOWN HEREON ARE FROM

OBSERVED VISIBLE EVIDENCE OF ABOVE GROUND

APPURTENANCES ALONG WITH SURFACE UTILITY MARKINGS BY

OTHERS. ALL UNDERGROUND UTILITIES SHOWN WERE MARKED ON

THE SURFACE BY AN UNKNOWN ENTITY. IN ADDITION TO SAID

MARKINGS, ADDITIONAL DATA WAS PROVIDED BY WESTECH

ENGINEERING FOR PREVIOUSLY LOCATED LINES AND ARE SHOWN

AS "ASBUILT" LINES HEREON. SURVEYOR MAKES NO GUARANTEE

AS TO THE ACCURACY OF SAID MARKINGS, HOWEVER, THEY ARE

LOCATED AS ACCURATELY AS THEY ARE MARKED ON THE

GROUND.

4. PER ORS 209.150, ANY SURVEY MONUMENT REMOVED,

DISTURBED OR DESTROYED SHALL BE REPLACED BY A

PROFESSIONAL LAND SURVEYOR WITHIN 90 DAYS AT THE EXPENSE

OF THE PERSON OR PUBLIC AGENCY RESPONSIBLE FOR SAID

REMOVAL, DISTURBANCE OR DESTRUCTION.

5. FIELD SURVEYED SEPTEMBER, 2023.

FOUND MONUMENT

CATCH BASIN

CATCH BASIN ROUND

CULVERT

WATER VALVE

WATER VAULT

ELECTRICAL BOX

UTILITY MANHOLE

UTILITY STUB UP

UTILITY VAULT

COMMUNICATION BOX

SIGN

BOLLARD

STORM LINE UNDERGROUND

WATERLINE UNDERGROUND

GAS LINE UNDERGROUND

ELECTRICAL LINE UNDERGROUND

FENCE LINE

CONCRETE

FINISH FLOOR

CONC

FF

ELECTRICAL TRANSFORMER

ROOF DRAIN

UNKNOWN LINE UNDERGROUND

CONCRETE

GRAVEL

ASPHALT

COMMUNICATION LINE ASBUILT DATA

ELECTRICAL LINE ASBUILT DATA

GAS LINE ASBUILT DATA

WATERLINE ASBUILT DATA

U

VT

U U

EB

TFM

TFM

UVT

UVT

WVT

E B

TV

B

E B

186.3

186.2

186.4 186.5

186.5 186.2

186.3

186.2

186.2

186.0

186.2

186.2

186.3

186.2

185.6

185.8

185.9

185.8

186.0 186.1

186.1

186.9

186.6

187.0

187.7

186.8

186.3

186.3

186.9

187.4

187.7 187.1

185.9

186.5

186.1

186.6

185.8

180.2

182.3

179.8

181.4

182.2

186.6

186.5

187.2

187.6

187.3

188.3

187.6

189.0

188.9

188.8

188.1

188.3

188.6

189.1

189.3

189.6

189.6

189.5 189.2

189.0

189.0

189.0

189.0 188.9

188.6

187.1

186.7

188.7

188.9

187.4

188.3

188.9

186.3186.4

186.4

186.4

186.6

186.8

186.9

186.7

186.8

187.1

187.1

187.8

187.1

186.9

188.4

188.7

188.9

BOL

BOL

BOL

BOL

BOL

RD

BOL

BOL

BOL

BOL

BOL

BOL

BOL

BOL

BOL

BOL

RD

BOL

BOL

RD

BOL

BOL

BOL

BOL

BOL

BOL

BOL

BOL

BOL

BOL

BOL

BOL

BOL

BOL

BOL

BOL

BOL

BOL

BOL

BOL BOL

BOL

BOL

BOL

BOL

BOL

BOL

BOL

BOL

BOL

BOL

BOL

WV

WV

BOL

RD

RD

BOL

BOL

RD

1 8

3 18

1 8

5 30"CONC

IE:178.1

CB RIM=185.09

IE (4"PVC,E) 184.5

CB RIM=189.67

IE (6"CONC,N) 185.9

UTILITY

TRENCH

ELEV:186.96'

ELEV:186.97'

C O N C

P A D

C O N C

P A D

C O N C

W A

LL

C O N C

W A

LL

C O N C

W A

LL

EXISTING BUILDING

EXISTING BUILDING

FF:186.96'

PROPANE TANK

T A N K

TANK

20'0' 40'

SCALE: 1 INCH = 20 FEET

WVT

EB

U

UVT

TVB

TFM

WV

BOL

RD

NOTES

LEGEND

1. BASIS OF BEARINGS AND COORDINATE SYSTEM IS BASED ON

OREGON STATE PLANE NORTH ZONE, NAD83(2011), EPOCH

2010.00. ALL DISTANCES SHOWN HEREON ARE GROUND DISTANCES.

2. ELEVATIONS WERE ESTABLISHED BY GPS RTK OBSERVATIONS TO

CITY OF SALEM BENCHMARK "A132". MARK IS A 2" ALUMINUM

DISK SET IN THE CURB AT THE SOUTHERLY END OF THE

ROBERTS HIGH SCHOOL PROPERTY AT 3630 STATE STREET SE.

PER NOAA'S VERTCON UTILITY, ADD 3.37 FEET TO OBTAIN

NAVD88 DATUM. ALL ELEVATIONS SHOWN HEREON ARE CITY OF

SALEM DATUM, NGVD29.

"A132" ELEVATION = 200.01' (CITY OF SALEM DATUM, NGVD29)

3. THE LOCATION OF UTILITIES SHOWN HEREON ARE FROM

OBSERVED VISIBLE EVIDENCE OF ABOVE GROUND

APPURTENANCES ALONG WITH SURFACE UTILITY MARKINGS BY

OTHERS. ALL UNDERGROUND UTILITIES SHOWN WERE MARKED ON

THE SURFACE BY AN UNKNOWN ENTITY. IN ADDITION TO SAID

MARKINGS, ADDITIONAL DATA WAS PROVIDED BY WESTECH

ENGINEERING FOR PREVIOUSLY LOCATED LINES AND ARE SHOWN

AS "ASBUILT" LINES HEREON. SURVEYOR MAKES NO GUARANTEE

AS TO THE ACCURACY OF SAID MARKINGS, HOWEVER, THEY ARE

LOCATED AS ACCURATELY AS THEY ARE MARKED ON THE

GROUND.

4. PER ORS 209.150, ANY SURVEY MONUMENT REMOVED,

DISTURBED OR DESTROYED SHALL BE REPLACED BY A

PROFESSIONAL LAND SURVEYOR WITHIN 90 DAYS AT THE EXPENSE

OF THE PERSON OR PUBLIC AGENCY RESPONSIBLE FOR SAID

REMOVAL, DISTURBANCE OR DESTRUCTION.

5. FIELD SURVEYED SEPTEMBER, 2023.

FOUND MONUMENT

CATCH BASIN

CATCH BASIN ROUND

CULVERT

WATER VALVE

WATER VAULT

ELECTRICAL BOX

UTILITY MANHOLE

UTILITY STUB UP

UTILITY VAULT

COMMUNICATION BOX

SIGN

BOLLARD

STORM LINE UNDERGROUND

WATERLINE UNDERGROUND

GAS LINE UNDERGROUND

ELECTRICAL LINE UNDERGROUND

FENCE LINE

CONCRETE

FINISH FLOOR

CONC

FF

ELECTRICAL TRANSFORMER

ROOF DRAIN

UNKNOWN LINE UNDERGROUND

CONCRETE

GRAVEL

ASPHALT

COMMUNICATION LINE ASBUILT DATA

ELECTRICAL LINE ASBUILT DATA

GAS LINE ASBUILT DATA

WATERLINE ASBUILT DATA

U

VT

U U

EB

TFM

TFM

UVT

UVT

WVT

E B

TV

B

E B

186.3

186.2

186.4 186.5

186.5 186.2

186.3

186.2

186.2

186.0

186.2

186.2

186.3

186.2

185.6

185.8

185.9

185.8

186.0 186.1

186.1

186.9

186.6

187.0

187.7

186.8

186.3

186.3

186.9

187.4

187.7 187.1

185.9

186.5

186.1

186.6

185.8

180.2

182.3

179.8

181.4

182.2

186.6

186.5

187.2

187.6

187.3

188.3

187.6

189.0

188.9

188.8

188.1

188.3

188.6

189.1

189.3

189.6

189.6

189.5 189.2

189.0

189.0

189.0

189.0 188.9

188.6

187.1

186.7

188.7

188.9

187.4

188.3

188.9

186.3186.4

186.4

186.4

186.6

186.8

186.9

186.7

186.8

187.1

187.1

187.8

187.1

186.9

188.4

188.7

188.9

BOL

BOL

BOL

BOL

BOL

RD

BOL

BOL

BOL

BOL

BOL

BOL

BOL

BOL

BOL

BOL

RD

BOL

BOL

RD

BOL

BOL

BOL

BOL

BOL

BOL

BOL

BOL

BOL

BOL

BOL

BOL

BOL

BOL

BOL

BOL

BOL

BOL

BOL

BOL BOL

BOL

BOL

BOL

BOL

BOL

BOL

BOL

BOL

BOL

BOL

BOL

WV

WV

BOL

RD

RD

BOL

BOL

RD

1 8

3 18

1 8

5 30"CONC

IE:178.1

CB RIM=185.09

IE (4"PVC,E) 184.5

CB RIM=189.67

IE (6"CONC,N) 185.9

UTILITY

TRENCH

ELEV:186.96'

ELEV:186.97'

C O N C

P A D

C O N C

P A D

C O N C

W A

LL

C O N C

W A

LL

C O N C

W A

LL

EXISTING BUILDING

EXISTING BUILDING

FF:186.96'

PROPANE TANK

T A N K

TANK

20'0' 40'

SCALE: 1 INCH = 20 FEET

WVT

EB

U

UVT

TVB

TFM

WV

BOL

RD

NOTES

LEGEND

1. BASIS OF BEARINGS AND COORDINATE SYSTEM IS BASED ON

OREGON STATE PLANE NORTH ZONE, NAD83(2011), EPOCH

2010.00. ALL DISTANCES SHOWN HEREON ARE GROUND DISTANCES.

2. ELEVATIONS WERE ESTABLISHED BY GPS RTK OBSERVATIONS TO

CITY OF SALEM BENCHMARK "A132". MARK IS A 2" ALUMINUM

DISK SET IN THE CURB AT THE SOUTHERLY END OF THE

ROBERTS HIGH SCHOOL PROPERTY AT 3630 STATE STREET SE.

PER NOAA'S VERTCON UTILITY, ADD 3.37 FEET TO OBTAIN

NAVD88 DATUM. ALL ELEVATIONS SHOWN HEREON ARE CITY OF

SALEM DATUM, NGVD29.

"A132" ELEVATION = 200.01' (CITY OF SALEM DATUM, NGVD29)

3. THE LOCATION OF UTILITIES SHOWN HEREON ARE FROM

OBSERVED VISIBLE EVIDENCE OF ABOVE GROUND

APPURTENANCES ALONG WITH SURFACE UTILITY MARKINGS BY

OTHERS. ALL UNDERGROUND UTILITIES SHOWN WERE MARKED ON

THE SURFACE BY AN UNKNOWN ENTITY. IN ADDITION TO SAID

MARKINGS, ADDITIONAL DATA WAS PROVIDED BY WESTECH

ENGINEERING FOR PREVIOUSLY LOCATED LINES AND ARE SHOWN

AS "ASBUILT" LINES HEREON. SURVEYOR MAKES NO GUARANTEE

AS TO THE ACCURACY OF SAID MARKINGS, HOWEVER, THEY ARE

LOCATED AS ACCURATELY AS THEY ARE MARKED ON THE

GROUND.

4. PER ORS 209.150, ANY SURVEY MONUMENT REMOVED,

DISTURBED OR DESTROYED SHALL BE REPLACED BY A

PROFESSIONAL LAND SURVEYOR WITHIN 90 DAYS AT THE EXPENSE

OF THE PERSON OR PUBLIC AGENCY RESPONSIBLE FOR SAID

REMOVAL, DISTURBANCE OR DESTRUCTION.

5. FIELD SURVEYED SEPTEMBER, 2023.

FOUND MONUMENT

CATCH BASIN

CATCH BASIN ROUND

CULVERT

WATER VALVE

WATER VAULT

ELECTRICAL BOX

UTILITY MANHOLE

UTILITY STUB UP

UTILITY VAULT

COMMUNICATION BOX

SIGN

BOLLARD

STORM LINE UNDERGROUND

WATERLINE UNDERGROUND

GAS LINE UNDERGROUND

ELECTRICAL LINE UNDERGROUND

FENCE LINE

CONCRETE

FINISH FLOOR

CONC

FF

ELECTRICAL TRANSFORMER

ROOF DRAIN

UNKNOWN LINE UNDERGROUND

CONCRETE

GRAVEL

ASPHALT

COMMUNICATION LINE ASBUILT DATA

ELECTRICAL LINE ASBUILT DATA

GAS LINE ASBUILT DATA

WATERLINE ASBUILT DATA

U

VT

U U

EB

TFM

TFM

UVT

UVT

WVT

E B

TV

B

E B

186.3

186.2

186.4 186.5

186.5 186.2

186.3

186.2

186.2

186.0

186.2

186.2

186.3

186.2

185.6

185.8

185.9

185.8

186.0 186.1

186.1

186.9

186.6

187.0

187.7

186.8

186.3

186.3

186.9

187.4

187.7 187.1

185.9

186.5

186.1

186.6

185.8

180.2

182.3

179.8

181.4

182.2

186.6

186.5

187.2

187.6

187.3

188.3

187.6

189.0

188.9

188.8

188.1

188.3

188.6

189.1

189.3

189.6

189.6

189.5 189.2

189.0

189.0

189.0

189.0 188.9

188.6

187.1

186.7

188.7

188.9

187.4

188.3

188.9

186.3186.4

186.4

186.4

186.6

186.8

186.9

186.7

186.8

187.1

187.1

187.8

187.1

186.9

188.4

188.7

188.9

BOL

BOL

BOL

BOL

BOL

RD

BOL

BOL

BOL

BOL

BOL

BOL

BOL

BOL

BOL

BOL

RD

BOL

BOL

RD

BOL

BOL

BOL

BOL

BOL

BOL

BOL

BOL

BOL

BOL

BOL

BOL

BOL

BOL

BOL

BOL

BOL

BOL

BOL

BOL BOL

BOL

BOL

BOL

BOL

BOL

BOL

BOL

BOL

BOL

BOL

BOL

WV

WV

BOL

RD

RD

BOL

BOL

RD

1 8

3 18

1 8

5 30"CONC

IE:178.1

CB RIM=185.09

IE (4"PVC,E) 184.5

CB RIM=189.67

IE (6"CONC,N) 185.9

UTILITY

TRENCH

ELEV:186.96'

ELEV:186.97'

C O N C

P A D

C O N C

P A D

C O N C

W A

LL

C O N C

W A

LL

C O N C

W A

LL

EXISTING BUILDING

EXISTING BUILDING

FF:186.96'

PROPANE TANK

T A N K

TANK

20'0' 40'

SCALE: 1 INCH = 20 FEET

G005 1

0,0

VERT

GG

CC

DD

HH

BB

EE

FF

4' - 0"

5'

5%

5%

6' - 0"

7'

SHEET NOTES

1. PUBLIC AND PRIVATE DRAINAGE WAYS SHALL BE PROTECTED

FROM POLLUTION. NO MATERIAL IS TO BE DISCHARGED TO OR

DEPOSITED IN STORMWATER SYSTEMS THAT MAY RESULT IN

VIOLATION OF STATE OR FEDERAL WATER QUALITY

STANDARDS.

2. EFFECTIVE EROSION CONTROL IS REQUIRED. EROSION

CONTROL DEVICES MUST BE INSTALLED AND MAINTAINED TO

MEET THE CITY REQUIREMENTS. THE GOVERNING

JURISDICTION MAY, AT ANY TIME, ORDER CORRECTIVE ACTION

AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE

EROSION CONTROL.

3. CONTRACTOR TO PROVIDE APPROVED MULCH AND STRAW IN

DISTURBANCE AREAS.

4. CONTRACTOR TO FURNISH AN ESPC GRASS SEED MIX THAT IS

OREGON CERTIFIED SEED.

5. SUBGRADE SHALL BE SHAPED AND COMPACTED TO A FIRM

EVEN SURFACE.

6. ALL SOFT AND YIELDING MATERIAL SHALL BE REMOVED AND

REPLACED WITH ACCEPTABLE MATERIAL.

7. FINISH GRADE CONTOURS ARE TO TOP OF FINISHED SURFACE

IN IMPERVIOUS AREAS AND TOP OF REPLACED STRIPPINGS IN

PERVIOUS AREAS.

8. CONTRACTOR TO REMOVE OFF SITE AND DISPOSE OF FILL,

SOD AND OTHER DEBRIS CAUSED BY THE SCOPE OF WORK.

Ridgefiled, WA.

Duluth + Minneapolis, MN.

www.windsorengineers.com

Copyright 2023 By Windsor Engineers, LLC All Rights Reserved.

LINE IS 1" ON FULL

SCALE DRAWING

CALL 2 BUSINESS DAYS BEFORE YOU DIG.

CAUTION UTILITY INFORMATION IS APPROXIMATE.

VERIFY ALL UTILITIES PRIOR TO CONSTRUCTION.

Revisions: #

Know what's below.

before you dig.Call

R

Issuance Summary:

2024-02-13 SCHEMATIC DESIGN / 30% - ISSUED FOR REVIEW

2024-05-01 PERMIT SET (BUILDING)

2024-05-20 SITE PLAN REVIEW

2024-11-13 OWNER REVISIONS

C100

#6669 Control Room Fire Escape

2605 State St, Salem, OR 97310

EMERGENCY EXIT - GRADING, EROSION

CONTROL - ENLARGED PLAN

Project No: 23215.1

SCALE: 1/4" = 1'-0"

SITE PLAN - EMERGENCY EXIT - ENLARGED PLAN

N

EMERGENCY EXIT STAIRWAY,

REFER TO STRUCTURAL SHEETS

187'

8'

7'

8'

TANK AND FENCE RELOCATED

BY OTHERS

EXISTING DRAIN LINE TO

BE RELOCATED IN A

SEPARATE CONTRACT BY

OTHERS.

MULCH AND SEED ALL DISTURBED GRASSY AREAS.

238 SY

EXISTING EDGE OF PAVEMENT

10% PROPOSED

4% EXISTING

EXISTING CONC PAD

REFER TO STRUCTURAL

SHEETS FOR CONCRETE PAD

AND FOOTING DETAILS

EXISTING BOILER PLANT BUILDING

EXISTING WALL (NOT SHOWN) 50

FT AWAY FROM BUILDING

CONCRETE AND REINFORCING NOTES

1. DESIGN, MATERIALS, AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE FOLLOWING STANDARDS:

A. ACI 301 – SPECIFICATION FOR STRUCTURAL CONCRETE

B. ACI 318-11 – BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE

C. SP66 – ACI DETAILING MANUAL

D. CRSI – RECOMMENDED PRACTICE FOR PLACING REINFORCING STEEL

2. CONCRETE MATERIALS SHALL CONFORM TO THE LATEST REVISION OF ACI 318 SPECIFICATIONS AND PROJECT

INCLUDING:

A. AGGREGATES, PER ASTM C33

B. CEMENT, PER ASTM C150, TYPE I/II, UNLESS NOTED OTHERWISE

C. DEFORMED REINFORCING BARS, PER A615, GRADE 60

D. WELDED WIRE FABRIC, PER ASTM A185, GRADE 64

3. ANCHOR BOLTS SHALL CONFORM WITH ASTM F-1554, GRADE 55, HOT-DIP GALVANIZED, UNC THREADS, C/W

ASTM A563 HEAVY HEX GRADE DH NUTS AND ASTM F436 HARDENED STEEL WASHERS

4. CONCRETE SHALL BE NORMAL WEIGHT CONCRETE WITH THE FOLLOWING STRENGTHS AT 28 DAYS:

A. SLABS ON GRADE – 4500 PSI

5. CONCRETE WORK ON THIS PROJECT SHALL CONFORM TO THE REQUIREMENTS OF ACI 301 SECTIONS 1 THRU 5

AND 11, AND ACI 306.1.

6. CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND REFERRING TO ACI 301 AND ACI 306.1, AS THE PROVISIONS

AND REQUIREMENTS THEREIN, IN ADDITION TO, OR AS MODIFIED BY, THE PROVISIONS AND REQUIREMENTS IN

THESE NOTES, ARE HEREBY INCORPORATED INTO THE CONTRACT REQUIREMENTS FOR THIS PROJECT.

7. CONCRETE CONSTRUCTION LOCATIONS AND ELEVATIONS SHALL BE VERIFIED BY FIELD SURVEYORS PRIOR TO THE

PLACEMENT OF CONCRETE.

8. SUBMITTAL REVIEW AND ACCEPTANCE OF CONCRETING PROCEDURES FOR COLD- WEATHER CONDITIONS SHALL

BE REQUIRED.

9. REINFORCEMENT SUPPORTS SHALL BE PLASTIC.

10. CALCIUM CHLORIDE SHALL NOT BE USED IN ANY FORM.

11. ALL REINFORCEMENT SHALL BE BENT COLD. REINFORCEMENT PARTIALLY EMBEDDED IN CONCRETE SHALL NOT

BE FIELD BENT UNLESS APPROVED BY THE STRUCTURAL ENGINEER OF RECORD. HOOKS SHALL BE ACI STANDARD

HOOKS

12. PROVIDE 1” CHAMFER ON ALL EXPOSED CONCRETE EDGES.

13. CONTRACTOR SHALL PREPARE AND SUBMIT REINFORCEMENT SHOP DRAWINGS TO THE STRUCTURAL ENGINEER

FOR REVIEW PRIOR TO FABRICATION. THE SHOP DRAWINGS SHALL CLEARLY SHOW REINFORCEMENT LENGTHS

AND BENDS, LOCATIONS OF BARS, METHODS OF SUPPORT, DETAILS OF PLACEMENT AND PLACEMENT

COORDINATION WITH FORMWORK, EMBEDMENTS, CONCRETE VIBRATION AND CONSTRUCTION JOINTS. THE

DRAWINGS SHALL ALSO INDICATE OPENINGS, SLEEVES, CURBS AND CONCRETE DIMENSIONS IN ACCORDANCE

WITH ACI 315. PROVIDE, AT MINIMUM WALL, COLUMN AND BEAM ELEVATIONS: WALL, COLUMN AND BEAM

SECTIONS, MATERIAL SCHEDULES, BAR LAP SCHEDULES AND LOCATIONS.

14. CONTRACTOR SHALL TIE REINFORCING STEEL SECURELY IN PLACE PRIOR TO PLACING CONCRETE AND PROVIDE

SUFFICIENT SUPPORTS TO MAINTAIN THE POSITION OF REINFORCING WITHIN SPECIFIED TOLERANCES DURING

ALL CONSTRUCTION ACTIVITIES. INSERTING DOWELS INTO WET CONCRETE IS NOT PERMITTED.

15. CONTRACTOR SHALL PROVIDE CONTINUOUS REINFORCEMENT WHEREVER POSSIBLE; USE SPLICE LENGTHS AS

NOTED. DOWELS SHALL MATCH THE SIZE AND SPACING OF THE SPECIFIED REINFORCEMENT AND SHALL BE

LAPPED WITH TENSION SPLICES, UNLESS NOTED OTHERWISE.

16. HOOKED BARS SHALL BE STANDARD 90 DEGREE HOOKS PER ACI UNLESS NOTED OTHERWISE ON THE DRAWINGS.

17. MINIMUM LAP SPLICE SHALL BE STANDARD 90 DEGREE HOOKS PER ACI UNLESS NOTED OTHERWISE ON THE

DRAWINGS.

18. APPROVED REBAR COUPLERS MAY BE USED TO AID PLACEMENT OF DOWELS THROUGH FORMS. MECHANICAL

SPLICES SHALL DEVELOP 125% OF THE TENSILE STRENGTH OF THE REBAR.

19. PRIOR TO PLACING CONCRETE TOPPING, MECHANICALLY ROUGHEN, THEN THOROUGHLY CLEAN AND DE-GREASE

EXISTING CONCRETE SURFACES. SOAK EXISTING CONCRETE SURFACES FOR MINIMUM 12 HOURS. PLACE A

CONCRETE-SLURRY OF CEMENT AND WATER WITHIN 1 HOUR OF TOPPING PLACEMENT.

20. NON-SHRINK GROUT SHALL CONFORM TO ASTM C1107. GROUT SHALL BE PREMIXED, NON-SHRINK, NON-

CATALYZED NATURAL AGGREGATE GROUT WITH A MINIMUM 7-DAY COMPRESSIVE STRENGTH OF 7,000 PSI

PLASTIC, 6,000 PSI FLOWABLE, AND 5,000 PSI FLUID CONSISTENCY.

21. REINFORCING STEEL, ANCHOR RODS AND EMBED PLACEMENT SHALL BE INSPECTED, PRIOR TO PLACEMENT OF

CONCRETE, IN ACCORDANCE WITH ACI 318 AND CODE REQUIRED SPECIAL INSPECTION BY QUALIFIED INSPECTOR

PRIOR. THESE INSPECTIONS ARE NOT INCLUDED IN THE BASIC SERVICES OF THE STRUCTURAL ENGINEER OF

RECORD.

1. SUBMITTALS:

A. FIELD CONTROL TEST REPORTS: MAINTAIN AND SUBMIT RECORD OS QUALITY CONTROL TEST AND

INSPECTION REPORTS.

B. PLACEMENT NOTIFICATION: SUBMIT NOTIFICATION OF CONCRETE PLACEMENT AT LEAST 24 HOURS

PRIOR.

C. REPAIR METHODS: WHEN STAINS, RUST, EFFLORESCENCE, AND SURFACE DEPOSITS MUST BE REMOVED

AS DESCRIBED IN ACI 301, SUBMIT THE PROPOSED METHOD OF REMOVAL.

D. CURING METHOD: IF A MOISTURE-PREVENTING METHOD OTHER THAN THOSE SPECIFIED IN ACI 301 IS

PROPOSED, SUBMIT REQUEST FOR ACCEPTANCE OF THE PROPOSED METHOD.

E. THE PERIOD FOR PROTECTION AGAINST FREEZING AS REFERENCE IN ACI 306.1 SECTION 3.4.4 SHALL BE

4 DAYS.

2. FINISHING FORMED SURFACES:

A. AS CAST FINISHES:

a. SURFACE FINSISH-1.0 (SF-1.0) (USE FOR FORMED SURFACES NOT EXPOSED TO VIEW

• PATCH VOIDS LARGER THAN 1 1/2" WIDE OR 1/2" DEEP

• REMOVE PROJECTIONS LARGER THAN 1"

B. SURFACE TOLERANCE CLASS d AS SPECIFIED IN ACI 117 SHALL PERTAIN

a. SURFACE FINISH-2.0 (SF-2.0) (USE FOR FORMED SURFACES EXPOSED TO VIEW OTHER THAN

FLATWORK

• PATCH VOIDS LARGER THAN 3/4" WIDE OR 1/2" DEEP

• REMOVE PROJECTIONS LARGER THAN 1/4"

• PATCH TIE HOLES

• SURFACE TOLERANCE CLASS B AS SPECIFIED IN ACI 117

3. FINISHING UNFORMED SURFACES:

A. FLOAT FINISH

a. PLACE, CONSOLIDATE, STRIKE OFF, AND LEVEL CONCRETE.

b. CUT HIGH SPOTS AND FILL LOW SPOTS. DO NOT WORK WITH CONCRETE FURTHER UNTIL IT IS

READY FOR FLOATING.

c. BEGIN FLOATING WITH A HAND FLOAT, A BLADED POWER FLOAT EQUIPPED WITH FLOAT SHOES, OR A POWERED DISC FLOAT WHEN THE BLEED WATER SHEEN HAS DISAPPEARED AND THE

SURFACE HAS STIFFENED SUFFICIENTLY TO PERMIT OPERATION OF THE SPECIFIC FLOAT

APPARATUS.

d. PRODUCE A FINISH THAT WILL MEET TOLERANCE REQUIREMENTS OF ACI 117 FOR A

CONVENTIONAL SURFACE.

HANDLING, PLACING & CONSTRUCTING CONCRETE

SLAB CONSTRUCTION NOTES

1. BACKFILL AND COMPACTION PROCESSES SHALL BE OBSERVED BY A QUALIFIED GEOTECHNICAL ENGINEER

LICENSED IN THE STATE OF OREGON OR THEIR DESIGNATED REPRESENTATIVE. TESTING AND

OBSERVATION TO BE AT THE DISCRETION OF THE OWNER.

2. THE CONTRACTOR SHALL PROVIDE SHORING AND UNDERPIN AS NECESSARY TO COMPLETE THE WORK IN

A SAFE MANNER

3. THE CONTRACTOR SHALL ENSURE THAT EXCAVATIONS ARE DOWN TO COMPETENT SOIL OR BEDROCK

AND ARE DRAINED TO MINIMIZE DISTURBANCE TO THE EXPOSED SOILS. THE EXCAVATIONS SHALL BE

SLOPED OR PROPERLY DRAINED TO THE LOWEST POINT IN ORDER TO COLLECT WATER WHICH SHALL BE

REMOVED IMMEDIATELY THROUGH A DEWATERING SYSTEM.

4. THE CONTRACTOR SHALL BACKFILL AS SOON AS REASONABLY POSSIBLE AFTER THE FOUNDATION AND

ASSOCIATED WORK ARE INSPECTED AND APPROVED BY THE OWNER OR THEIR REPRESENTATIVE.

5. BACKFILL SHALL ONLY BE PLACED AFTER THE CONCRETE FOUNDATIONS AND STRUCTURE HAVE ACHIEVED

THE SPECIFIED DESIGN CONCRETE COMPRESSIVE STRENGTH.

6. ALL THE DENSITY MEASUREMENTS OF FILL SHALL BE MEASURED ACCORDING TO ITS MAXIMUM DRY

DENSITY BY THE MODIFIED PROCTOR TEST IN ACCORDANCE WITH ASTM D1557. THE DENSITY AND

MOISTURE CONTENT OF THE BACKFILL AND FILL MATERIALS SHALL BE MEASURED EVERY 50 LINEAR FEET, 2500 SQUARE FEEL, 60 CUBIC YARDS, OR 16 INCHES OF FILL WHICHEVER IS MOST FREQUENT.

7. THE CONTRACTOR SHALL CAREFULLY PLACE AND COMPACT FILL NEXT TO STRUCTURES WITHOUT USING

LARGE EQUIPMENT. THE FILL SHALL BE ADDED UNIFORMLY ON EACH SIDE OF THE STRUCTURE WITH NO

MORE THAN 1 FOOT DIFFERENCE AND COMPACTED PRIOR TO ERECTING ANY EQUIPMENT, STRUCTURES, OR MATERIAL SUPPORTED BY THE STRUCTURE.

8. STRUCTURAL FILL:

A. STRUCTURAL FILL SHALL BE SAND WITH 100 PERCENT OF ITS PARTICLES PASSING THE 3-INCH SIEVE

AND LESS THAN 5 PERCENT OF PARTICLES PASSING THE #200 SIEVE.

B. STRUCTURAL FILL SHALL NOT VARY BY MORE THAN 2% OF THE OPTIMUM MOISTURE CONTENT IN

ACCORDANCE WITH ASTM D1557.

C. STRUCTURAL FILL SHALL BE PLACED IN MAXIMUM 8-INCH LIFTS AND COMPACTED TO 98% OF ITS

MAXIMUM DRY DENSITY, UNLESS NOTED OTHERWISE, IN ACCORDANCE WITH MODIFIED PROCTOR

TEST ASTM D1557.

EXPOSURE CLASS: F1

CEMENT TYPE: 1

MAX. SIZE COARSE AGGREGATE: 3/4"

MAXIMUM WATER/CEMENT RATIO: 0.45

AIR ENTRAINMENT: 6.0% +/- 1.5%

MIN. 28 DAY COMPRESSIVE STRENGTH: 4,500 PSI

SLUMP: 3" +/- 1"

CONCRETE PROPERTIES

A. REMOVE ALL UNUSED MATERIALS.

B. STRUCTURAL CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING, PRIOR

TO CONSTRUCTION, EXISTING CONDITIONS FOR WORK WITHIN THE SPACE

AND WITHIN CLOSE PROXIMITY OF THE SPACE.

C. CONTRACTOR SHALL BE FAMILIAR WITH ALL CONDITIONS, EXISTING AND

THOSE ILLUSTRATED BY DRAWINGS AS WELL AS THOSE WHICH CAN BE

REASONABLY ANTICIPATED INCLUDING, BUT NOT LIMITED TO

ARCHITECTURAL, ELECTRICAL, FIRE PROTECTION, STRUCTURAL, AND OTHER

SYSTEMS INVOLVED IN THIS PROJECT.

D. THESE NOTES SPECIFY THE REQUIREMENTS FOR THE DESIGN REPRESENTED

IN THESE DOCUMENTS.

E. THE CONSTRUCTION AND MATERIALS SHALL COMPLY WITH ALL THE

PERTINENT CODES AND REFERENCES, PLANS, AND DETAILS.

F. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING

CONDITIONS IN THE FIELD THAT AFFECT CONSTRUCTION PRIOR TO

COMMENCING WORK ON THE AFFECTED ELEMENT OR SHOP DRAWING

SUBMITTALS.

G. THE CONTRACT STRUCTURAL DRAWINGS REPRESENT THE COMPLETED

STRUCTURE.

H. THE CONTRACTOR IS RESPONSIBLE FOR BRACING AND SHORING (WITHOUT

OVERSTRESSING) ALL STRUCTURAL ELEMENTS AS NECESSARY AT ANY

STAGE OF CONSTRUCTION UNTIL COMPLETION OF THE PROJECT.

I. THE STRUCTURAL ENGINEER IS NOT RESPONSIBLE FOR THE CONTRACTOR’S

MEANS, METHODS, SEQUENCES OR PROCEDURES OF CONSTRUCTION.

J. CONTRACTOR SHALL RECOGNIZE AND CONSIDER EFFECTS OF THERMAL

MOVEMENTS OF STRUCTURAL ELEMENTS DURING CONSTRUCTION PERIOD.

THE CONTRACTOR IS SOLELY RESPONSIBLE FOR SITE SAFETY INCLUDING ALL

TEMPORARY PRECAUTIONARY MEASURES AND SAFETY PROGRAMS.

K. SITE OBSERVATION VISITS BY THE STRUCTURAL ENGINEER DO NOT INCLUDE

REVIEW OF THE CONTRACTOR’S SAFETY PRECAUTIONS.

L. INFORMATION SHOWN IN THE STRUCTURAL DRAWINGS REGARDING EXISTING

CONDITIONS REPRESENTS THE CURRENT AND GENERAL FIELD CONDITIONS

RELATED TO THE NEW WORK, TO THE BEST OF OUR KNOWLEDGE.

M. REPORT ALL DISCREPANCIES (UNFORESEEN CONDITIONS) FOR RESOLUTION

PRIOR TO PERFORMING RELATED NEW WORK.

N. REQUESTS FOR INFORMATION SHALL BE SUBMITTED IN WRITING AND SHALL

REFERENCE THE PART OF THE CONSTRUCTION DOCUMENTS THAT IS IN

QUESTION.

A. THROUGHOUT THE COURSE OF THE WORK, THE BUILDING OWNER MAY

REQUEST MINOR CHANGES AND ADJUSTMENTS TO THE PLANS AND

SPECIFICATIONS. THE CONTRACTOR SHALL MAKE SUCH ADJUSTMENTS

WITHOUT ADDITIONAL COST TO THE BUILDING OWNER, WHERE SUCH

ADJUSTMENTS ARE NECESSARY FOR THE PROPER INSTALLATION AND

OPERATION OF THE SYSTEMS, AND WITHIN THE INTENT OF THE CONTRACT

DOCUMENTS.

B. IT IS THE INTENT OF THE PLANS AND SPECIFICATIONS TO FORM A GUIDE

FOR THE COMPLETION AND SUCCESSFUL OPERATION OF THE WORK,

WHETHER OR NOT DEFINITELY SPECIFIED OR INDICATED WITHOUT

ADDITIONAL COST TO THE BUILDING OWNER. THE STRUCTURAL

CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO INSTALLATION.

C. NOTWITHSTANDING ANY OTHER PROVISIONS OF THE CONTRACT

DOCUMENTS, THE CONTRACTOR BEARS ULTIMATE RESPONSIBILITY FOR

COMPLIANCE OF THE INSTALLATION WITH THE REQUIREMENTS OF THE

BUILDING OWNER AND OF THE LOCAL AUTHORITY HAVING JURISDICTION.

IF ANY ERRORS, DISCREPANCIES, OR OMISSIONS APPEAR IN THE

DRAWINGS, SPECIFICATIONS, OR OTHER CONTRACT DOCUMENTS, THE

CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING OF SUCH ERROR OR

OMISSION. IN THE EVENT OF THE CONTRACTOR FAILING TO GIVE SUCH

NOTICE BEFORE CONSTRUCTION OR FABRICATION OF THE WORK, THE

CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY SUCH

ERRORS, DISCREPANCIES, OR OMISSIONS AND THE ASSOCIATED COST OF

RECTIFYING.

CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF ALL STATE

AND LOCAL CODES REGULATING THIS WORK. HOWEVER, THIS SHALL

NOT BE CONSTRUED AS RELIEVING THE CONTRACTOR FROM

COMPLYING WITH ANY REQUIREMENTS OF THE DRAWINGS AND

SPECIFICATIONS THAT MAY BE IN EXCESS OF ANY GOVERNING CODES.

CONTRACTOR SHALL PAY ALL FEES AND RELATED CHARGES FOR PERMITS,

LICENSES, ETC., REQUIRED FOR INSTALLATION DESIGN SPECIFICATIONS

ALL CONSTRUCTION WORK SHALL BE PERFORMED IN A FIRST-CLASS

WORKMANLIKE MANNER AND SHALL BE IN GOOD AND USABLE CONDITION AT

THE DATE OF COMPLETION. CONTRACTOR SHALL REQUIRE PERSONS

PERFORMING SUCH WORK TO GUARANTEE THE SAME TO BE FREE FROM

DEFECTS IN WORKMANSHIP AND MATERIALS FOR ONE YEAR FROM THE DATE

OF COMPLETION THEREOF. CONTRACTOR SHALL ALSO REQUIRE ANY

SUCH PERSONS TO BE RESPONSIBLE FOR THE REPLACEMENT OR REPAIR

WITHOUT ADDITIONAL COST TO ANY AND ALL WORK DONE OR FURNISHED

BY OR THROUGH SUCH PERSONS WHICH SHALL BECOME DEFECTIVE WITHIN

ONE YEAR AFTER SUBSTANTIAL COMPLETION OF WORK. THE CORRECTION

OF SUCH WORK SHALL INCLUDE WITHOUT ADDITIONAL COST ALL EXPENSES

AND DAMAGES IN CONNECTION WITH SUCH REMOVAL, REPLACEMENT OR

REPAIR OF ANY PART OF THE WORK WHICH MAY BE DAMAGED OR

DISTURBED THEREBY.

A. CONTRACTOR RESPONSIBLE FOR ALL DEMOLITION IN ACCORDANCE WITH AND AS

REASONABLY IMPLIED WITHIN THE DRAWINGS TO PROVIDE A COMPLETE SYSTEM

INSTALLATION, AND SHALL VISIT THE SITE PRIOR TO BID TO CONFIRM DEMOLITION.

B. CONTRACTOR SHALL DISPOSE OF DEMOLISHED ITEMS PER DOC.

1. STRUCTURAL AND MISCELLANEOUS STEEL TO BE FURNISHED, FABRICATED, AND

ERECTED IN ACCORDANCE WITH THE APPLICABLE REQUIREMENTS OF THE AISC

SPECIFICATIONS FOR DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL

BUILDING, 15TH EDITION, MANUAL OF STEEL CONSTRUCTION, AND THE AISC CODE

OF STANDARD PRACTICE.

2. ALL CONNECTIONS, JOINTS, AND FASTENERS UNLESS NOTED OTHERWISE SHALL

MEET THE REQUIREMENTS OF AISC SPECIFICATIONS FOR DESIGN, FABRICATION,

AND ERECTION OF STRUCTURAL BUILDINGS, 15TH EDITION, MANUAL OF STEEL

CONSTRUCTION, USING ASD, AND THE AISC CODE OF STANDARD PRACTICE.

3. STRUCTURAL AND MISCELLANEOUS STEEL:

a. WIDE FLANGE SHAPES & TEES CUT FROM WIDE FLANGE SHAPES - ASTM

A992 GRADE 50.

b. S-SHAPES, M-SHAPES, CHANNELS AND ANGLES - ASTM A572 GRADE 50.

c. PLATES - ASTM A572 GRADE 50.

d. STRUCTURAL TUBING - ASTM A500 GRADE C, 50 KSI.

e. HIGH STRENGTH BOLTS 3/4" DIAMETER - ASTM A325 TYPE 1, ASTM A563

GRADE DH HEAVY HEX NUTS, AND ASTM F436 TYPE STEEL WASHERS WITH A

HARDNESS OF 38 TO 45 H.C.. BOLTS, NUTS, AND WASHERS TO BE HOT DIP

GALVANIZED IN ACCORDANCE WITH ASTM F2329.

4. UNLESS NOTED OTHERWISE ALL BOLTED CONNECTIONS SHALL BE A325N BEARING

TYPE "N" CONNECTIONS IN ACCORDANCE WITH AISC 14TH EDITION HANDBOOK WITH

THREADS INTERCEPTED IN THE SHEAR PLANE. ALL BOLTED CONNECTIONS SHALL BE

PRE-TENSIONED USING THE TURN-OF-NUT METHOD. STANDARD SIZE HOLES SHALL

BE USED UNLESS NOTED OTHERWISE.

5. IN ALL CASES MINIMUM CONNECTION FOR POST, HANGER, OR BRACING SHALL BE:

a. TWO BOLTS FOR SINGLE ANGLES

b. THREE BOLTS FOR TEES (WEB CONNECTIONS)

c. FOUR BOLTS FOR TEES (FLANGE CONNECTIONS)

d. FOUR BOLTS PER FLANGE FOR WIDE FLANGE BRACING AND FOUR BOLTS FOR

WIDE FLANGE WEB CONNECTIONS.

e. TWO BOLTS IN DOUBLE SHEAR AND FOUR BOLTS IN SINGLE SHEAR FOR

DOUBLE ANGLES.

6. STRUCTURAL AND MISCELLANEOUS STEEL TO BE PAINTED IN ACCORDANCE WITH CLIENT

STANDARDS.

7. ALL WELD BACK UP BARS SHALL BE REMOVED AND GROUND SMOOTH AFTER WELD

IS COMPLETED, UNLESS NOTED OTHERWISE.

8. ALL WELDS INDICATED SHALL MEET THE MINIMUM WELD SIZE SPECIFIED BY THE AISC

MANUAL OF STEEL DESIGN (SINGLE PASS REQUIRED).

9. ALL WELDS SHALL BE PERFORMED BY QUALIFIED WELDERS IN ACCORDANCE WITH

A.W.S. SPECIFICATIONS, LATEST EDITIONS. ALL WELDING ELECTRODES SHALL

CONFORM TO A.W.S. A5.1 GRADE E-70. BARE ELECTRODES AND GRANULAR FLUX

SHALL CONFORM TO A.W.S. A5.17, F70 A.W.S. FLUX CLASSIFICATION.

10. ALL HOLES AND CUTS SHALL BE SHOWN ON THE SHOP DRAWINGS AND MADE IN THE

SHOP. CUTS OR BURNING OF HOLES IN STRUCTURAL STEEL MEMBERS IN THE FIELD

WILL NOT BE PERMITTED.

11. PROVIDE MINIMUM 1.5 INCHES OF NON-SHRINK, NON-METALLIC GROUT UNDER

BASE PLATES, UNLESS NOTED OTHERWISE.

12. FIELD WELDING SHALL BE IN ACCORDANCE WITH A.W.S. D1.1:2015 BY THE

AMERICAN WELDING SOCIETY.

13. PLATFORM GRATING

a. ERECTOR SHALL PURCHASE ENOUGH BAR GRATING MATERIAL, ACCESSORIES, AND APPURTENANCES TO PROVIDE QUANTITIES AND INSTALL

AS SHOWN IN THE DRAWINGS.

b. GRATING SPECIFICATION: MCNICHOLS BAR GRATING ITEM 6407310132 OR

APPROVED EQUAL.

c. STAIR TREAD SPECIFICATION: MCNICHOLS HEAVY-DUTY GRIP STRUT 2-DIAMOND

(9-1/4” WIDTH) 10 GAUGE WITH CP-PG-220-HD CARRIER PLATES.

14. STEEL SHOP DRAWING SUBMITTAL: SUBMIT DETAILED STRUCTURAL SET.

PROJECT GENERAL NOTES

PLANS AND SPECIFICATIONS

SHOP DRAWINGS

MODIFICATIONS

CODE COMPLIANCE

PERMITS, FEES, LICENSES

WARRANTY

DEMOLITION

DESIGN CODES AND STANDARDS

DESIGN LOADS

PAINT

2021 INTERNATIONAL BUILDING CODE, AS AMENDED AND ADOPTED BY THE STATE

OREGON.

A. ALL STEEL TO BE PAINTED OR GALVANIZED PER OREGON DOC STANDARDS.

B. ALL FRAMING SHALL BE PAINTED WHITE, TOE KICKS, HANDRAILS, AND

GUARDS SHALL BE PAINTED SAFETY RED.

FLOOR LIVE LOADS:

ASSEMBLY AREAS – PLATFORMS: 100 PSF

MECHANICAL EQUIPMENT - SEE PLAN FOR LOCATION AND MAGNITUDE.

GUARDRAILS - 50 PLF UNIFORM LOAD OR 200 LB CONCENTRATED LOAD.

STRUCTURAL STEEL NOTES

A. THESE DRAWINGS ARE NOT INTENDED FOR USE AS STEEL FABRICATORS "SHOP DRAWINGS."

THE CONTRACTOR SHALL OBTAIN QUALIFIED STEEL DETAILING SERVICES FOR SHOP

DRAWING PREPARATION IN ACCORDANCE WITH AISC'S CODE OF STANDARD PRACTICE FOR

STEEL BUILDINGS AND BRIDGES, AND WITH THE AISC STEEL CONSTRUCTION MANUAL, 15TH

EDITION. SHOP DRAWINGS SHALL BE SUBMITTED TO THE OWNER FOR REVIEW AND

APPROVAL PRIOR TO THE START OF FABRICATION.

B. SUBMIT SHOP DRAWING SCHEDULE WITH CONSTRUCTION SCHEDULE THAT INCLUDES

CONSIDERATION FOR REVIEW PERIOD.

C. GENERAL CONTRACTOR SHALL SUBMIT SHOP DRAWINGS IN DIGITAL FORMAT FOR

STRUCTURAL REVIEW. DIGITAL DRAWING SHALL MEET THE FOLLOWING REQUIREMENTS.

a. ADOBE EXTENSION (.PDF)

b. ALL PAGES ARE ROTATED, PRINTED TO SCALE.

c. ALL TRANSMITTALS SHALL BE LOCATED AS THE FIRST PAGE OF THE SUBMITTAL OR AS A

SEPARATE FILE WITHIN ONE DIGITAL PACKAGE.

d. CONTRACTOR DIGITAL REVIEW COMMENTS AND THEIR DIGITAL STAMP SHALL BE

ATTACHED. OUR REVIEW WILL NOT OCCUR UNTIL THE CONTRACTOR HAS REVIEWED,

COORDINATED WITH OTHER TRADES AND PROVIDED SHOP STAMP.

e. STRUCTURAL ENGINEER WILL MARK-UP THE DIGITAL SET IN RED AND RETURN A DIGITAL

FILE VIA EMAIL, FTP SITE OR OTHER MEANS.

C

D

Ridgefiled, WA.

Duluth + Minneapolis, MN.

www.windsorengineers.com

Copyright 2023 By Windsor Engineers, LLC All Rights Reserved.

LINE IS 1" ON FULL

SCALE DRAWING

CALL 2 BUSINESS DAYS BEFORE YOU DIG.

CAUTION UTILITY INFORMATION IS APPROXIMATE.

VERIFY ALL UTILITIES PRIOR TO CONSTRUCTION.

Revisions: #

Know what's below.

before you dig.Call

R

Issuance Summary:

2024-02-13 SCHEMATIC DESIGN / 30% - ISSUED FOR REVIEW

DULUTH, MN

218-491-6059

GILLETTE, WY

307-257-6275 info@jbwconsult.com www.jbwconsult.com

REMOVING BARRIERS

2024-02-23 DESIGN DEVELOPMENT / 90% - ISSUED FOR REVIEW

2024-02-29 CD / ISSUED FOR PERMIT / CONSTRUCTION

2024-04-12 CD / RE-ISSUED FOR PERMIT / CONSTRUCTION

S0

DOC OREGON BOILER BUILDING -

EXTERIOR EGRESS STAIRS

SALEM, OREGON

STRUCTURAL CONCRETE & STEEL NOTES

Project No: 23002.28 CAJ

JAR

EXTERIOR EGRESS STAIRS - SHEET LIST

SHEET NUMBER NAME REV DATE DESCRIPTION

S0 STRUCTURAL CONCRETE & STEEL NOTES D 11/08/24 OWNERS REVISIONS

S0.1 STEEL NOTES CONT'D A 04/12/24 RE-ISSUED FOR PERMIT/CONSTRUCTION

S1 EXTERIOR EGRESS PLATFORM - OVERALL LAYOUT PLAN D 11/08/24 OWNERS REVISIONS

S2 EXTERIOR EGRESS PLATFORM - FRAMING PLANS D 11/08/24 OWNERS REVISIONS

S3 EXTERIOR EGRESS PLATFORM - SECTIONS C 02/29/24 ISSUED FOR PERMIT/CONSTRUCTION

S4 EXTERIOR EGRESS PLATFORM - EXTERIOR DOOR ELEVATIONS C 11/08/24 OWNERS REVISIONS

S5 EXTERIOR EGRESS PLATFORM - DETAILS B 02/29/24 ISSUED FOR PERMIT/CONSTRUCTION

S6 EXTERIOR EGRESS PLATFORM - TYPICAL STAIR DETAILS B 02/29/24 ISSUED FOR PERMIT/CONSTRUCTION

S7 TYPICAL GUARDRAIL DETAILS B 02/29/24 ISSUED FOR PERMIT/CONSTRUCTION

S8 ISOMETRIC VIEWS B 02/29/24 ISSUED FOR PERMIT/CONSTRUCTION

C

A 02/23/24 ISSUED FOR 90% REVIEW

B 02/29/24 ISSUED FOR PERMIT/CONSTRUCTION

C 04/12/24 RE-ISSUED FOR PERMIT/CONSTRUCTION

D 11/08/24 OWNERS REVISIONS

D

D

D

11/12/2024

EXP. 12/31/2024

TABLE 1705.2 REQUIRED VERIFICATION AND

INSPECTION OF STEEL CONSTRUCTION

1. MATERIAL VERIFICATION OF HIGH-STRENGTH BOLTS, NUTS AND

WASHERS:

VERIFICATION AND INSPECTION CONTINUOUS PERIODIC REFERENCED STANDARDa

X

AISC 360, SECTION A3.3 AND APPLICABLE

ASTM MATERIAL STANDARDS

----- X -----

a. IDENTIFICATION MARKINGS TO CONFORM TO ASTM

STANDARDS AND SPECIFIED IN THE APPROVED

CONSTRUCTION DOCUMENTS

b. MANUFACTURER'S CERTIFICATE OF COMPLIANCE

REQUIRED.

2. INSPECTION OF HIGH-STRENGTH BOLTING:

----- X

AISC 360,

SECTION M2.5

----- X

a. SNUG-TIGHT JOINTS.

b. PRETENSIONED AND SLIP-CRITICAL JOINTS USING TURN-

OF-NUT WITH MATCHMARKING, TWIST-OFF BOLT OR

DIRECT TENSION INDICATOR METHODS OF INSTALLATION.

c. PRETENSIONED AND SLIP-CRITICAL JOINTS USING TURN-

OF-NUT WITHOUT MATCHMAKING OR CALIBRATED

WRENCH METHODS OF INSTALLATION.

X ----

3. MATERIAL VERIFICATION OF STRUCTURAL STEEL:

----- X

APPLICABLE ASTM MATERIAL STANDARDS----- X

a. FOR STRUCTURAL STEEL, IDENTIFICATION MARKINGS TO

CONFORM TO AISC 360.

b. FOR OTHER STEEL, IDENTIFICATION MARKINGS TO

CONFORM TO ASTM STANDARDS SPECIFIED IN THE

APPROVED CONSTRUCTION DOCUMENTS.

c. MANUFACTURER'S CERTIFIED TEST REPORTS. ----- X

4. MATERIAL VERIFICATION OF COLD-FORMED STEEL DECK:

----- Xa. MANUFACTURE'S CERTIFIED TEST REPORTS.

AISC 360,

SECTION N2.1

5. MATERIAL VERIFICATION OF WELD FILLER MATERIALS:

----- X

a. IDENTIFICATION MARKINGS TO CONFORM TO AWS

SPECIFICATION IN THE APPROVED CONSTRUCTION

DOCUMENTS.

b. MANUFACTURE'S CERTIFICATE OF COMPLIANCE REQUIRED. ----- X

AISC 360, SECTION A3.5 AND APPLICABLE

AWS A5 DOCUMENTS

6. INSPECTION OF WELDING:

a. STRUCTURAL STEEL AND COLD-FORMED STEEL DECK:

1. COMPLETE AND PARTIAL JOINT PENETRATION GROOVE

WELDS.

2. MULTIPASS FILLET WELDS.

3. SINGLE-PASS FILLET WELDS > 5/16"

4. PLUG AND SLOT WELDS

5. SINGLE-PASS FILLET WELDS > 5/16"

6. FLOOR AND ROOF DECK WELDS

a. REINFORCING STEEL:

1. VERIFICATION OF WELDABILITY OF REINFORCING STEEL

OTHER THAN ASTM A706.

2. REINFORCING STEEL RESISTING FLEXURAL AND AXIAL

FORCES IN INTERMEDIATE AND SPECIAL MOMENT

FRAMES, AND BOUNDARY ELEMENTS OF STRUCTURAL

WALLS OF CONCRETE AND SHEAR REINFORCEMENT.

3. SHEAR REINFORCEMENT.

X ----

AWS D1.1

X ----

X ----

X ----

---- X

---- X AWS D1.3

X ----

AWS D1.4

ACI 318 SECTION 26.6.4X ----

X ----

Ridgefiled, WA.

Duluth + Minneapolis, MN.

www.windsorengineers.com

Copyright 2023 By Windsor Engineers, LLC All Rights Reserved.

LINE IS 1" ON FULL

SCALE DRAWING

CALL 2 BUSINESS DAYS BEFORE YOU DIG.

CAUTION UTILITY INFORMATION IS APPROXIMATE.

VERIFY ALL UTILITIES PRIOR TO CONSTRUCTION.

Revisions: #

Know what's below.

before you dig.Call

R

Issuance Summary:

2024-02-13 SCHEMATIC DESIGN / 30% - ISSUED FOR REVIEW

DULUTH, MN

218-491-6059

GILLETTE, WY

307-257-6275 info@jbwconsult.com www.jbwconsult.com

REMOVING BARRIERS

2024-02-23 DESIGN DEVELOPMENT / 90% - ISSUED FOR REVIEW

2024-02-29 CD / ISSUED FOR PERMIT / CONSTRUCTION

2024-04-12 CD / RE-ISSUED FOR PERMIT / CONSTRUCTION

S0.1

DOC OREGON BOILER BUILDING -

EXTERIOR EGRESS STAIRS

SALEM, OREGON

STEEL NOTES CONT'D

Project No: 23002.28 CAJ

JAR

A 04/12/24 RE-ISSUED FOR PERMIT/CONSTRUCTION

4/12/2024

GG

HH

CC

BB

1'-0" 128'-0"

1'-0"

130'-0"

EXISTING

BUILDING

(N) EXT. EGRESS

STAIRS

S2

FF

DD

F.1

S4

1'-1"

(N) COLUMN GRID

(E) EDGE OF BUILDING

(E) EDGE OF BUILDING

CORNER OF (E)

BUILDING (FV)

(N) COLUMN

GRID

S2

Ridgefiled, WA.

Duluth + Minneapolis, MN.

www.windsorengineers.com

Copyright 2023 By Windsor Engineers, LLC All Rights Reserved.

LINE IS 1" ON FULL

SCALE DRAWING

CALL 2 BUSINESS DAYS BEFORE YOU DIG.

CAUTION UTILITY INFORMATION IS APPROXIMATE.

VERIFY ALL UTILITIES PRIOR TO CONSTRUCTION.

Revisions: #

Know what's below.

before you dig.Call

R

Issuance Summary:

2024-02-13 SCHEMATIC DESIGN / 30% - ISSUED FOR REVIEW

DULUTH, MN

218-491-6059

GILLETTE, WY

307-257-6275 info@jbwconsult.com www.jbwconsult.com

REMOVING BARRIERS

2024-02-23 DESIGN DEVELOPMENT / 90% - ISSUED FOR REVIEW

2024-02-29 CD / ISSUED FOR PERMIT / CONSTRUCTION

2024-04-12 CD / RE-ISSUED FOR PERMIT / CONSTRUCTION

S1

DOC OREGON BOILER BUILDING -

EXTERIOR EGRESS STAIRS

SALEM, OREGON

EXTERIOR EGRESS PLATFORM - OVERALL

LAYOUT PLAN

Project No: 23002.28 CAJ

JAR

SCALE 3/16" = 1'-0"

EXTERIOR STAIR OVERALL LAYOUT PLANN

TRUE

NORTH

N

PLAN

NORTH

A 02/13/24 ISSUED FOR 30% REVIEW

B 02/23/24 ISSUED FOR 90% REVIEW

C 02/29/24 ISSUED FOR PERMIT/CONSTRUCTION

D 11/08/24 OWNERS REVISIONS

D

19 20

C

S3

B

S3

A

S3

D

S3

/2

10" 3'-6" 1'-8"

17 18

10" CONCRETE SLAB

3" CLR

6'-0" 14'-5" 4'-0"

4" CONCRETE SLAB

E Q

E Q

9" 3'-3"

1'-0" 1'-1"

F.1

F.2 H

SS3X3X3/16

(TYP)

(E) BUILDING

T/SLAB= ( 186' - 11" )

T/BUILDING F.F. = ( 187' - 0" )

TYP

S5

A

S2

T/SLAB= ( 186' - 11" )

19 20

C

S3

B

S3

A

S3

D

S3

17 18

F.1

F.2

1'-0" 1'-1" 3'-6"

C10X15.3

C X

.3

C X

.3

C10X15.3

H

SS

3X 3X

3/

(T

YP

, B

EL

O W

DN

(O U

T T

O O

U T

/8

/2

/2

(E) BUILDING

(N) EXT DOOR -SEE

/DTL B SHT S4

T/MEZZANINE F.F. = ( 198' - 8" )

1 3/4" E/W SERRATED HDG GRATING

24 SF

SPAN

GRATING

T/STEEL = ( 198' - 6 1/4" )

D

D

S4

SLOPE AWAY FROM

SLAB (TYP)

SECTION

12" NON-FROST-SUSCEPTIBLE FILL

NATIVE SOIL OR

NON-FROST-SUSCEPTIBLE FILL

CONCRETE SLAB

-SEE PLAN FOR SIZE

SEE PLAN

T/SLAB

SEE PLAN

TYP

2" CLR

CONCRETE SLAB R/W #4

@ 1'-0" EA WAY

CENTERED IN SLAB

-SEE PLAN FOR SIZE

P L A

N

S E E

T Y P

M

IN

SHEET NOTES:

1. FOR TYPICAL STEEL CONNECTION DETAILS.

2. FOR STRUCTURAL STEEL NOTES.

3. FOR TYPICAL STAIR DETAILS.

4. FOR TYPICAL GUARDRAIL DETAILS.

SEE SHT S5

SEE SHT S0

SEE SHT S6

SEE SHT S7

Ridgefiled, WA.

Duluth + Minneapolis, MN.

www.windsorengineers.com

Copyright 2023 By Windsor Engineers, LLC All Rights Reserved.

LINE IS 1" ON FULL

SCALE DRAWING

CALL 2 BUSINESS DAYS BEFORE YOU DIG.

CAUTION UTILITY INFORMATION IS APPROXIMATE.

VERIFY ALL UTILITIES PRIOR TO CONSTRUCTION.

Revisions: #

Know what's below.

before you dig.Call

R

Issuance Summary:

2024-02-13 SCHEMATIC DESIGN / 30% - ISSUED FOR REVIEW

DULUTH, MN

218-491-6059

GILLETTE, WY

307-257-6275…