ATTACHMENT 2 - Drawings Updated - 10-7-25.pdf

SO. SNOQUALMIE ST.

SO. ALASKA ST.

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W A Y S O

B E A C O N

A V E

S O

N O R

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SOUTH DRIVE

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EAST LOOP RD.

LOT "F"

LOT "E"

LOT"D"

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PLANT

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ED

BUILDING 100

NURSING TOWER

LIVING

CENTER

COMMUNITY

MHR BUILDING

BUILDING 100

D&T

ADDITION

DESIGN TEAM

ARCHITECTURAL

SPEES DESIGN BUILD

625 1st Ave #301 Seattle, WA 98014

PHONE: (360) 223-8994

CALLISONRTKL

1717 PACIFIC AVE

DALLAS, TX 75201

PHONE: (360) 223-8994

STRUCTURAL

REID MIDDLETON

728 134TH ST NW

SUITE #200

EVERETT, WA 98204

PHONE: (425) 741-3800

ELECTRICAL

SPEES DESIGN BUILD

625 1st Ave #301 Seattle, WA 98014

PHONE: (360) 223-8994

ENVIRONMENTAL

SPEES - EHSI JV LLC

1011 SW KLICKITAT WAY

SUITE #104

SEATTLE, WA 98134

PHONE: (206) 381-1128

MECHANICAL

SPEES DESIGN BUILD

625 1st Ave #301 Seattle, WA 98014

PHONE: (360) 223-8994

PLUMBING

SPEES DESIGN BUILD

625 1st Ave #301 Seattle, WA 98014

PHONE: (360) 223-8994

PRICING

PEG CONTRACTING

4601 CREEKSTONE DR

SUITE #130

DURHAM, NC 27703

PHONE: (919) 747-4544

COMMISSIONING

ENGINEERING ECONOMICS, INC.

1201 WESTERN AVE

SUITE #325

SEATTLE, WA 98101

PHONE: (800) 869-6902

PROJECT INFORMATION

PROPOSED DATE OF CONSTRUCTION: 2025

AREA WITHIN SCOPE: BUILDING 100, FLOOR 1

CLINIC WITHIN SCOPE: SPINAL CORD INJURY / DISORDERS (SCID)

ICRA CLASS REQUIREMENTS: CLASS IV (TYPE D)

CONSTRUCTION TYPE: 1-B

TOTAL SQUARE FOOTAGE: APPROX. 9,697 SF

REFERENCE DOCUMENTS

NOTE: LOCATED IN SPECIFICATIONS AS APPENDICES

A - PATIENT LIFT SYSTEM MANUFACTURER SITE SPECIFIC DRAWINGS

B - ENVIRONMENTAL SURVEY REPORT

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

GI001

COVER

SPEES DESIGN BUILD

1414 FOURTH AVE

SEATTLE, WA 98101

(360) 223-8994

RAY SPEES, PRINCIPAL

SCI/D ADDITION & RENOVATION

VA PUGET SOUND HEALTH CARE SYSTEM - Seattle, WA

663-310

12/02/2024 MK AK

RENOVATE EXISTING SPACE & CONSTRUCT

NEW SPINAL CORD INJURY SPACE

1" = 100'-0"1

SITE PLAN

NORTH

PROJECT # 663-310

VA PUGET SOUND HEALTH CARE SYSTEM - SEATTLE, WASHINGTON

Revisions: Date:

ASI 1 - CONTRACTOR PRE BID QUESTIONS 10/07/2025

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

GI002

DRAWING INDEX

SPEES DESIGN BUILD

1414 FOURTH AVE

SEATTLE, WA 98101

(360) 223-8994

RAY SPEES, PRINCIPAL

SCI/D ADDITION & RENOVATION

VA PUGET SOUND HEALTH CARE SYSTEM - Seattle, WA

663-310

12/02/2024 MK AK

SHEET # SHEET NAME

MECHANICAL

M-001 LEGENDS, SYMBOLS, ABBREVIATION & NOTES - MECHANICAL

M-101 THERAPY - FIRST FLOOR PLAN - MECHANICAL

M-102 THERAPY - MEZZANINE - MECHANICAL

M-103 THERAPY - ROOF - MECHANICAL

M-501 DETAILS - MECHANICAL

M-502 DETAILS - MECHANICAL

M-601 SCHEDULES - MECHANICAL

PLUMBING

P-001 NOTES, LEGENDS & SCHEDULES - PLUMBING

P-101 BASEMENT FLOOR PLAN - ADDITION - PLUMBING

P-102 FIRST FLOOR PLAN - ADDITION - PLUMBING

P-103 MEZZANINE PLAN - ADDITION - PLUMBING

P-104 ROOF PLAN - ADDITION - PLUMBING

P-501 DETAILS - PLUMBING

FIRE PROTECTION

F-103 FLOOR PLAN - ADDITION - FIRE PROTECTION

F-104 MEZZANINE PLAN - ADDITION - FIRE PROTECTION

ELECTRICAL

E-001 GENERAL NOTES, ABBREVIATIONS AND LEGENDS

ED101 FIRST FLOOR - ELECTRICAL DEMOLITION PLAN - PHASE 1

EL101 FIRST FLOOR - LIGHTING PLAN - PHASE 1

EL102 FIRST FLOOR - LIGHTING PLAN - PHASE 1 - MEZZANINE

EP101 FIRST FLOOR - POWER PLAN - PHASE 1

EP102 FIRST FLOOR - POWER PLAN - PHASE 1

EP103 FIRST FLOOR - POWER PLAN - PHASE 1 - MEZZANINE

EP104 ROOF - POWER PLAN - PHASE 1

ET101 FIRST FLOOR - SPECIAL SYSTEMS PLAN - PHASE 1

ET102 FIRST FLOOR - SPECIAL SYSTEMS PLAN - PHASE 1 - MEZZANINE

E-401 ENLARGED PLANS

E-402 ENLARGED PLANS

E-501 ELECTRICAL DETAILS

E-502 ELECTRICAL DETAILS

E-601 PARTIAL ONE-LINE DIAGRAM AND ELECTRICAL SCHEDULES - PHASE 1

E-602 ELECTRICAL SCHEDULES

SHEET # SHEET NAME

ARCHITECTURAL

A-001 ARCHITECTURAL SYMBOLS, ABBREVIATIONS & GENERAL NOTES

AD101 DEMO FLOOR PLAN

AE101 BUILDING 100, LEVEL 1 - FLOOR PLAN

AE102 FLOOR PLAN - FRAMING AND DRAINAGE PLAN

AE103 FLOOR PLAN

AE104 FLOOR PLAN - MEZZANINE

AE105 ROOF PLAN

AC101 REFLECTED CEILING PLAN

AC102 REFLECTED CEILING PLAN - MEZZANINE

AE201 BUILDING ELEVATIONS

AE301 BUILDING SECTIONS

AI451 ENLARGED FLOOR PLAN & RCP - TRANSITIONAL APARTMENT

AI452 INTERIOR ELEVATIONS - TRANSITIONAL APARTMENT

AI453 ENLARGED FLOOR PLAN - THERAPY GYM

AI454 ENLARGED RCP - THERAPY GYM

AI455 ENLARGED FLOOR PLAN - THERAPY STORAGE

AI456 ENLARGED RCP - THERAPY STORAGE

AI457 ENLARGED FLOOR PLAN - MEZZANINE

AI458 ENLARGED RCP - MEZZANINE

AI459 INTERIOR ELEVATIONS - THERAPY GYM

AI470 ENLARGED FLOOR PLAN AND DETAILS - STAIR-1 AND LIFT SHAFT

AI471 ENLARGED STAIR #2 PLAN, SECTIONS AND DETAILS

A-501 WALL SECTIONS

A-502 WALL SECTIONS

A-510 EXTERIOR DETAIL - ENLARGED PLANS

A-511 EXTERIOR DETAILS

A-512 EXTERIOR DETAILS

A-513 EXTERIOR DETAILS

A-514 EXTERIOR SOFFIT PLAN

A-601 CURTAIN WALL AND STOREFRONT ELEVATIONS

A-602 DOOR SCHEDULES & DETAILS

A-603 WALL TYPES

A-604 TEMPORARY BARRIER, FLOOR, CEILING AND ROOF ASSEMBLIES

A-605 SCHEDULES

AW001 SIGNAGE KEY & MATERIAL NOTES

AW003 IN-01.01.01

AW006 IN-01.03

AW007 IN-01.04

AW008 IN-01.05

AW010 IN-01.07-01

AW019 IN-01.26

AW031 IN-04.02

AW042 IN-08.01

AW056 IN-15.52-01

AW057 IN-15.52-02

SHEET # SHEET NAME

GENERAL

GI001 COVER

GI002 DRAWING INDEX

GS101 DELIVERY & STORAGE NOTES

GS201 BUILDING 100, BASEMENT - ICRA PLAN

GS202 BUILDING 100, LEVEL 1 - ICRA PLAN

GS301 BUILDING 100, LEVEL 1 - FIRE AND LIFE SAFETY

STRUCTURAL

SF-001 GENERAL STRUCTURAL NOTES

SF-002 SPECIAL INSPECTION SCHEDULE & ABBREVIATIONS

SF-101 PARTIAL FRAMING PLAN

SF-102 MEZZANINE FRAMING PLAN

SF-103 ROOF FRAMING PLAN

SF-301 DETAILS

SF-401 FRAMING ELEVATIONS

SF-501 DETAILS

SF-502 DETAILS

SF-503 MOMENT FRAME/CONNECTION DETAILS

SF-504 TYPICAL LIGHT-GAUGE AND METAL SHEAR WALL DETAILS

SF-505 TYPICAL LIGHT-GAUGE AND METAL SHEAR WALL DETAILS

SF-506 DETAILS

DRAWING INDEX

Revisions: Date:

ASI 1 - CONTRACTOR PRE BID QUESTIONS 10/07/2025

C

UT

TI

NG

BD

-1 B

S.

F.

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IN

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F.

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-1

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F.

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F.

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A-

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A-

FP

-0 1h

MA

TC

HL

IN

E

A-

FP

-0 1g

A-

FP

-0 1h

#5 #6

#7 #8

LOADING

DOCK

ELEVATORS

ADDITION

ELEVATORS

REMOVE EXIST GATE (AND FENCE

IF REQD) FOR DURATION OF

CONSTRUCTION, STORE &

REINSTALL AS DIRECTED BY VA

COR

ENERGY PLANT

#5 #6

#7 #8

CLC

COURTYARD

EXISTING CONDITIONS

MATERIAL PATH OF TRAVEL

CONSTRUCTION ZONE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

GS101

DELIVERY & STORAGE NOTES

SPEES DESIGN BUILD

1414 FOURTH AVE

SEATTLE, WA 98101

(360) 223-8994

RAY SPEES, PRINCIPAL

SCI/D ADDITION & RENOVATION

VA PUGET SOUND HEALTH CARE SYSTEM - Seattle, WA

663-310

12/02/2024 MK AK

LEGEND

1" = 50'-0"

DELIVERY PATH OF TRAVEL BASEMENT LEVEL

1. ALL MATERIALS, PRODUCTS & EQUIPMENT SHALL BE

DELIVERED TO THE VA SEATTLE CAMPUS LOADING DOCK

OFF OF BUILDING 100. ITEMS MAY ONLY BE DELIVERED AT

AN AGREED APON TIME COORDINATED WITH THE VA COR.

2. COORDINATE TIME AND LOCATION OF DELIVERY OF

MATERIALS WITH THE VA COR PRIOR TO DELIVERING

ANY ITEMS TO THE VA.

3. A MEMBER OF THE CONSTRUCTION TEAM MUST BE

AVAILABLE TO PICK UP DELIVERED MATERIALS AND

PRODUCTS FROM THE LOADING DOCK AT THEIR TIME OF

ARRIVAL. COORDINATE TIMES WITH VA COR.

4. MATERIALS, PRODUCTS & EQUIPMENT MAY NOT BE LEFT

UNCLAIMED AT THE LOADING DOCK.

5. ALL WORKERS SHALL TRANSPORT ITEMS FROM THE

LOADING DOCK TO THE CONSTRUCTION ZONES FOLLOWING

ONLY THE ABOVE INDICATED WORKER PATH OF TRAVEL.

6. MATERIALS, PRODUCTS & EQUIPMENT SHALL ONLY BE

BROUGHT THROUGH SERVICE ELEVATORS #5, #6, #7 AND #8.

PATIENT ELEVATORS SHALL NOT BE USED.

7. DO NOT BLOCK ACCESS TO STAIR #5 3D-S05 IN THE CASE

OF AN EMERGENCY.

8. TRUCKS SHALL NOT IDLE IN THE LOADING DOCK. TURN OFF

ENGINE WHILE UNLOADING.

9. VERIFY CONTRACTOR STORAGE AREA WITH COR AT POST-

BID, PRE-CONSTRUCTION MEETING, PRIOR TO ORDERING

OR DELIVERING ANY MATERIALS OR EQUIPMENT.

10. VA COR HAS THE AUTHORITY TO REQUEST RELOCATION OF

ANY AND ALL STORED MATERIALS, TOOLS & EQUIPMENT TO

A DIFFERENT LOCATION AS NEEDED.

11. ONLY STORE MATERIALS, TOOLS, EQUIPMENT AND OTHER

CONSTRUCTION ITEMS IN A VA APPROVED STORAGE AREA.

12. ENSURE COMPLIANCE WITH ALL NECESSARY CONTRACT

DOCUMENTS REGARDING CONTRACTOR STORAGE AREA.

13. ANY DAMAGES TO LANDSCAPING OR SIDEWALKS DURING

CONSTRUCTION SHALL BE RESTORED BY THE

CONTRACTOR.

GENERAL NOTES

1" = 50'-0"

DELIVERY PATH OF TRAVEL LEVEL 1

TRUE

NORTH

TRUE

NORTH

Revisions: Date: 3 of 95

CU

TT

IN

G

BD

-1 B

S.F

FI

NI

SH

IN

G

CU

TT

IN

G

BD

-1 B

S.F

BD

-1

S.F

CU

TT

IN

G

BD

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S.F

FI

NI

SH

IN

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MA

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A-

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A-

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-0 1- 0B

EA

ST

M

AT

C H

LI

N E A-

FP

B g

A-

FP

EXISTING CONDITIONS

AREA OF WORK

PATH OF TRAVEL

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

GS201

BUILDING 100, BASEMENT - ICRA PLAN

SPEES DESIGN BUILD

1414 FOURTH AVE

SEATTLE, WA 98101

(360) 223-8994

RAY SPEES, PRINCIPAL

SCI/D ADDITION & RENOVATION

VA PUGET SOUND HEALTH CARE SYSTEM - Seattle, WA

663-310

12/02/2024 MK AJ

1" = 30'-0"

BUILDING 100, BASEMENT - ICRA PLAN

TRUE

NORTH

LEGEND

GENERAL NOTES

KEY NOTES (THIS SHEET ONLY)

1. ALL WORK TO TAKE PLACE IN THE BASEMENT AREA WILL

OCCUR AFTER BUSINESS HOURS AND ON WEEKENDS

UNLESS OTHERWISE APPROVED BY THE VA COR.

2. CLASS IV ISOLATED CONSTRUCTION ZONES ARE REQUIRED

TO MAINTAIN NEGATIVE AIR PRESSURE AT ALL TIMES.

COORDINATE LOCATION(S) OF NEGATIVE AIR MACHINES

AND EXHAUST LOCATION WITH VA COR & VA FACILITY ICRA

STAFF AT POST-BID, PRE-CONSTRUCTION MEETING.

3. COMPLY WITH ALL APPLICABLE VA ICRA CLASS

REQUIREMENTS. PROJECT COR MAY HALT WORK AT

ANY TIME IF REQUIREMENTS ARE NOT MET.

4. MAINTAIN A CLEAN, SAFE CONSTRUCTION ZONE AT ALL

TIMES.

5. SEE SHEET A-603 WALL TYPES FOR DETAILED

INFORMATION ON THE CONSTRUCTION OF TEMPORARY

BARRIERS.

6. EXISTING CORRIDOR SPRINKLER HEADS AND SYSTEM

SHALL BE MAINTAINED AND KEPT FUNCTIONING AT ALL

TIMES.

7. TEMPORARY BARRIERS MAY ONLY BE TAKEN DOWN AFTER

THE CONSTRUCTION ZONE IS CLEANED PER ICRA

REQUIREMENTS AND VA COR HAS GIVEN FINAL APPROVAL.

9. DEMO EXISTING ACT CEILING AS REQUIRED TO

CONSTRUCT TEMPORARY BARRIERS. INSTALL NEW ACT

AFTER ALL WORK IS COMPLETED AND TEMPORARY

BARRIERS ARE TAKEN DOWN.

10. CONTRACTOR RESPONSIBLE FOR WIPING DOWN WHEELS

OF CARTS PRIOR TO IT LEAVING THE CONSTRUCTION

ZONE.

11. A MOBILE CRANE SHALL BE USED FOR STEEL

CONSTRUCTION. SEE STRUCTURAL.

12. ALL DEBRIS REMOVED FROM THE WORK AREA THROUGH

INTERIOR HOSPITAL SPACE WILL BE REMOVED IN SEALED,

COVERED CART.

13. ALL CONSTRUCTION MATERIAL DELIVERED TO THE WORK

AREA THROUGH INTERIOR HOSPITAL SPACE WILL BE

DELIVERED IN SEALED, COVERED CART.

14. SEE SPEC SECTION 01 35 26 SAFETY REQUIREMENTS, AND

ICRA FORM FOR SAFETY REQUIREMENTS.

CONTRACTOR TO USE HEPA CART AS MEANS OF

CONSTRUCTION CONTAINMENT, COORDINATE WITH VA

COR.

Revisions: Date: 4 of 95

R

UP

M

AE301

AE301

AE301

AE301

SE

76' -0"

SE

38'-0"

NW SE

0'-0"

NE

380'-0"

NE

421'-9"

NE

459'-9"

NE

383'-9"

E 228'-0" E 266'-0"

S 176'-7"

S 143'-3"

S 128'-9"

NW SE

22'-0"

NE

342'-0"

NE

304'-0"

NE

266'-0"

E 146'-6" E

197'-4" E 201'-0"

S 98'-0"

S 120'-0"

E 223'-0" E 247'-0" E 271'-0" E 293'-0" E296'-8"

CONSTRUCT THERAPY

EXPANSION

PT OT RT

THERAPY GYM

TRANSITIONAL

APARTMENT

PT OT RT

STORAGE

DME STORAGE

WHEELCHAIR

STORAGE &

REPAIR

THERAPY MGR

OFFICE

QUIET ROOM

EXIT CORRIDOR

ELECTRICAL

105A

REHAB CLINIC

1D-118D

LAB

1D-133

STORAGE

1D-118C

OFFICE

1D-118E

OFFICE

1D-118F

REHAB CLINIC

1D-118

OFFICE

1D-117

OFFICE

1D-116

CLOSET

1D-118B

PASSAGE

C1-36

GAIT

1D-105

H.A.C.

1D-115

OFFICE

1D-106

OFFICE

1D-104

EXAM

1D-108C

KITCHEN

1D-101A

CONFERENCE

1D-103

OFFICE

1D-102A

OFFICE

1D-102B

OFFICE

1D-102

OFFICE

1D-102C

SERVERY

1D-101G

CANTEEN

1D-101

DISHWASHING

1D-101C

VENDING DINING

1D-100 SAFE STORAGE

1D-101D

STOREROOM

1D-100A

CORR.

C1-35

CLOSET

1D-101E

CORRIDOR

C1-24

CLEAN SPO

1A-112

SOILED SPO

1A-111

OFFICE

1B-163H.A.C.

1A-110

OFFICE

1A-109

OFFICE

1B-164

CORRIDOR

C1-25

OFFICE

1B-165

OFFICE

1B-166

OFFICE

1B-167

ELECTRICAL

1B-168

IT CLOSET

1B-169

OFFICE

1A-108

CORRIDOR

C1-22

LOBBY

C1-2

ELEV #9

ELEV #10

STAIR #1

1A-S01

ELEV #6

1A-S02

ELEV #5

1A-S03

ELEVATOR

LOBBY

C1-23

ELEV #7

C1-26

ELEV #8

C1-27

ELEV #4

C1-28

ELEV #3

C1-29

ELEV #1

C1-30

ELEV #2

C1-31

PASSENGER

LOBBY

C1-8

DATA

1B-103

TEL

1B-102

CHAPLAIN

SERVICE

1A-104

CORRIDOR

C1-6

CORRIDOR

C1-26

CORRIDOR

C1-20

PASSAGE

C1-9

1-BED

C1-105

TOILET

1C-105A

OFFICE

1C-104BATH

1C-102A

1-BED

1C-102

1-BED

1C-101

TOILET

1C-101A

TOILET

1C-100A

F. LOCKER AND

LOUNGE

1C-100

CONFERENCE

1B-157O.T. CLINIC

1B-159

OFFICE

1B-158B

STORAGE

1B-158A

STORAGE

1B-159BOFFICE

1B-159A

OFFICE

1B-160

OFFICE

1B-161

OFFICE

1B-162

OFFICE

1B-162B

OFFICE

1B-162A

OFFICE

1B-160B

OFFICE

1B-160A

COMMON

C1-115

COMMON

C1-116

COMMON

C1-117

COMMON

C1-118

IT CLOSET

CONTRACTOR AND

MATERIAL ACCESS

DURING CONSTRUCTION

NEGATIVE PRESSURE

WILL BE MAINTAINED IN

THE CONSTRUCTION

SPACE

AREA OF ISOLATION

A-501

A-501

A-502

ANTE ROOM

ICRA CLASS IV

F1

AI470

A-502

A-502

GS301

DEMO PHASE

(TYP ALL REHAB

CLINIC DOORS)

ANTE ROOM

EXISTING CONDITIONS

AREA OF WORK

PATH OF TRAVEL

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

GS202

BUILDING 100, LEVEL 1 - ICRA PLAN

SPEES DESIGN BUILD

1414 FOURTH AVE

SEATTLE, WA 98101

(360) 223-8994

RAY SPEES, PRINCIPAL

SCI/D ADDITION & RENOVATION

VA PUGET SOUND HEALTH CARE SYSTEM - Seattle, WA

663-310

12/02/2024 MK MA

1/8" = 1'-0"

BUILDING 100, LEVEL 1 - ICRA PLAN

LEGEND

GENERAL NOTES

KEY NOTES (THIS SHEET ONLY)

1 DOOR(S) TO REMAIN LOCKED AND SEALED AT EDGES TO

PROVIDE AIR TIGHT CONDITION DURING CONTRUCTION

TEMPORARY FRAMED WALL WITH ZIPPERED VISQUEEN

CONSTRACTOR EGRESS AND ACCESS

3 TEMPORARY FRAMED WALL WITH HOLLOW METAL DOOR

TO REMAIN LOCKED EXCEPT WHEN BEING USED BY THE

CONTRACTOR. WHEN IN USE BY CONTRACTOR ACCESS

WILL BE CONTROLLED AND MONITORED BY THE

CONTRACTOR.

TRUE

NORTH

ICRA CLASS IV NOTES:

A. OBTAIN INFECTION CONTROL APPROVAL BEFORE

CONSTRUCTION BEGINS.

B. ALL ITEMS IN PREVIOUS CLASS(ES) MUST ALSO BE

PERFORMED.

C. CONSTRUCT ANTEROOM AND REQUIRE PERSONNEL TO

PASS THROUGH THIS ROOM SO THEY CAN BE VACUUMED

USING A HEPA-FILTERED VACUUM BEFORE LEAVING WORK

SITE OR WEAR CLOTH OR PAPER COVERALLS THAT ARE

REMOVED EACH TIME THEY LEAVE THE WORK SITE.

D. ISOLATE HVAC SYSTEM IN AREA WHERE WORK IS BEING

PERFORMED TO PREVENT CONTAMINATION OF DUCT

SYSTEM.

E. SEAL HOLES, PIPES, CONDUITS, AND PUNCTURES

APPROPRIATELY.

F. MAINTAIN NEGATIVE AIR PRESSURE @ MINIMUM .03 INCHES

WATER GAUGE WITHIN WORK SITE USING HEPA-FILTERED

AIR FILTRATION UNITS.

G. PLACE ADHESIVE WALK OFF MATS AT ENTRANCE TO WORK

AREA WITHIN ANTEROOM.

H. ALL PERSONNEL ENTERING / EXITING THE WORK SITE ARE

REQUIRED TO WEAR SHOE COVERS. SHOE COVERS MUST

BE CHANGED EACH TIME THE WORKER EXITS THE WORK

AREA.

I. IF WORK IS IN OR ADJACENT TO A CRITICAL AREA WHERE

AIRFLOW, TEMPERATURE, AND HUMIDITY LEVELS MUST

REMAIN STABLE THEY WILL BE MONITORED TO MAINTAIN

MINIMUM REQUIRED LEVELS AND NECESSARY ACTIONS

TAKEN DOCUMENTED.

1. ALL WORK TAKING PLACE IN THE BASEMENT AREA WILL

OCCUR AFTER BUSINESS HOURS AND ON WEEKENDS

UNLESS THE SCOPE IS APPROVED BY THE COR ONE WEEK

IN ADVANCE OF BEGINNING.

2. CLASS IV ISOLATED CONSTRUCTION ZONES ARE REQUIRED

TO MAINTAIN NEGATIVE AIR PRESSURE AT ALL TIMES.

COORDINATE LOCATION(S) OF NEGATIVE AIR MACHINES

AND EXHAUST LOCATION WITH VA COR & VA FACILITY ICRA

STAFF AT POST-BID, PRE-CONSTRUCTION MEETING.

3. COMPLY WITH ALL APPLICABLE VA ICRA CLASS

REQUIREMENTS. PROJECT COR MAY HALT WORK AT

ANY TIME IF REQUIREMENTS ARE NOT MET.

4. MAINTAIN A CLEAN, SAFE CONSTRUCTION ZONE AT ALL

TIMES.

5. SEE SHEET A-603 WALL TYPES FOR DETAILED

INFORMATION ON THE CONSTRUCTION OF TEMPORARY

BARRIERS.

6. EXISTING CORRIDOR SPRINKLER HEADS AND SYSTEM

SHALL BE MAINTAINED AND KEPT FUNCTIONING AT ALL

TIMES.

7. TEMPORARY BARRIERS MAY ONLY BE TAKEN DOWN AFTER

THE CONSTRUCTION ZONE IS CLEANED PER ICRA

REQUIREMENTS AND VA COR HAS GIVEN FINAL APPROVAL.

9. DEMO EXISTING ACT CEILING AS REQUIRED TO

CONSTRUCT TEMPORARY BARRIERS. INSTALL NEW ACT

AFTER ALL WORK IS COMPLETED AND TEMPORARY

BARRIERS ARE TAKEN DOWN.

10. CONTRACTOR RESPONSIBLE FOR WIPING DOWN WHEELS

OF CARTS PRIOR TO IT LEAVING THE CONSTRUCTION

ZONE.

11. A MOBILE CRANE SHALL BE USED FOR STEEL

CONSTRUCTION. SEE STRUCTURAL.

12. ALL DEBRIS REMOVED FROM THE WORK AREA THROUGH

INTERIOR HOSPITAL SPACE WILL BE REMOVED IN SEALED,

COVERED CART.

13. ALL CONSTRUCTION MATERIOAL DELIVERED TO THE WORK

AREA THROUGH INTERIOR HOSPITAL SPACE WILL BE

DELIVERED IN SEALED, COVERED CART.

14. SEE SPEC SECTION 01 35 26 SAFETY REQUIREMENTS, AND

ICRA FORM FOR SAFETY REQUIREMENTS.

Revisions: Date: 5 of 95

M

SE

76' -0"

SE

38'-0"

NW SE

0'-0"

NE

380'-0"

NE

421'-9"

NE

459'-9"

NE

383'-9"

E 228'-0" E 266'-0"

S 176'-7"

S 143'-3"

S 128'-9"

NW SE

22'-0"

NE

342'-0"

E 197'-4"

E 201'-0"

S 86'-0"

S 98'-0"

S 120'-0"

E 223'-0" E 247'-0" E 271'-0" E 293'-0" E296'-8"

PT OT RT

THERAPY GYM

TRANSITIONAL

APARTMENT

PT OT RT

STORAGE

DME STORAGE

WHEELCHAIR

STORAGE &

REPAIR

THERAPY MGR

OFFICE

QUIET ROOM

EXIT CORRIDOR

ELECTRICAL

105A

REHAB CLINIC

1D-118D

LAB

1D-133

STORAGE

1D-118C

OFFICE

1D-118E

OFFICE

1D-118F

REHAB CLINIC

1D-118

OFFICE

1D-117

OFFICE

1D-116

CLOSET

1D-118B

PASSAGE

C1-36

GAIT

1D-105

H.A.C.

1D-115

OFFICE

1D-106

OFFICE

1D-104

EXAM

1D-108C

KITCHEN

1D-101A

CONFERENCE

1D-103

OFFICE

1D-102A

OFFICE

1D-102B

OFFICE

1D-102

OFFICE

1D-102C

SERVERY

1D-101G

CANTEEN

1D-101

DISHWASHING

1D-101C

VENDING DINING

1D-100

SAFE STORAGE

1D-101D

STOREROOM

1D-100A

CORR.

C1-35

CLOSET

1D-101E

CORRIDOR

C1-24

OFFICE

1B-163

OFFICE

1B-164

CORRIDOR

C1-25

OFFICE

1B-165

OFFICE

1B-166

OFFICE

1B-167

ELECTRICAL

1B-168

CORRIDOR

C1-26CORRIDOR

C1-20

1-BED

C1-105

TOILET

1C-105A

OFFICE

1C-104BATH

1C-102A

1-BED

1C-102

1-BED

1C-101

TOILET

1C-101A

TOILET

1C-100A

F. LOCKER AND

LOUNGE

1C-100

CONFERENCE

1B-157O.T. CLINIC

1B-159

OFFICE

1B-158B

STORAGE

1B-158A

STORAGE

1B-159BOFFICE

1B-159A

OFFICE

1B-160

OFFICE

1B-161

OFFICE

1B-162

OFFICE

1B-162B

OFFICE

1B-162A

OFFICE

1B-160B

OFFICE

1B-160A

COMMON

C1-115

COMMON

C1-116

COMMON

C1-117

COMMON

C1-118

IT CLOSET

TRANSITIONAL

BEDROOM

101A

TRANSITIONAL

BATH

101B

LAUNDRY

101C

LOBBY

C1-27

93' TO DIRECT EGRESS

MEZZANINE EGRESS

MEZZANINE

EGRESS

EXTENT OF

MEZZANINE ABOVE

RATED WALLS

THAT OCCURE

ON THIS LEVEL

ALSO OCCURE

AT MEZZANINE

RATED WALLS THAT OCCURE

ON THIS LEVEL ALSO OCCURE

AT MEZZANINE

GS301

CLC DINING

ROOM

158H

OFFICE

1B-144C

TOILET

158K

COPIER

158L

OFFICE

158M

CONFERENCE

158N

27' TO TWO OPTIONS

FOR BUILDING EGRESS

MEZZANINE EGRESS

96' TO 2-

HOUR FIRE

RATED WALL

36' TO 2-HOUR

FIRE RATED

WALL

SEMI RECESSED

FIRE EXTINGUISHER

CABINET

SEMI RECESSED

FIRE EXTINGUISHER

CABINET

SEMI RECESSED

FIRE EXTINGUISHER

CABINET

OCCUPANTS

OCCUPANTS

SMOKE ZONE BOUNDARY

2-HR FIRE BARRIER

2-HR FIRE/SMOKE BARRIER

ROUTE OF EMERGENCY EGRESS

EXIT WITH OCCUPANT LOAD & EGRESS CAPACITY

1-HR FIRE BARRIER

AE301

AE301

AE301

AE301

SE

76' -0"

SE

38'-0"

NW SE

0'-0"

NE

380'-0"

NE

421'-9"

NE

459'-9"

NE

383'-9"

S 176'-7"

S 143'-3"

NW SE

22'-0"

E 197'-4"

416 SF

OFFICE

421 SF

OFFICE

LIFT

CEILING

OPEN TO

BELOW

415 SF

OFFICE

111'-0" TO DIRECT

EGRESS @ LEVEL 1

22' TO TWO

OPTIONS FOR

BUILDING EGRESS

123' TO 2-

HOUR FIRE

RATED

WALL

SEMI RECESSED

FIRE EXTINGUISHER

CABINET

LEVEL 1

100' - 0"

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

GS301

BUILDING 100, LEVEL 1 - FIRE AND LIFE

SAFETY

SPEES DESIGN BUILD

1414 FOURTH AVE

SEATTLE, WA 98101

(360) 223-8994

RAY SPEES, PRINCIPAL

SCI/D ADDITION & RENOVATION

VA PUGET SOUND HEALTH CARE SYSTEM - Seattle, WA

663-310

12/02/2024 MK MA

3/32" = 1'-0"1

BUILDING 100, LEVEL 1 - FIRE AND LIFE SAFETY

LEGEND

GENERAL NOTES

1. COORDINATE FIRE SPRINKLER SUBMITTALS AND WORK

WITH GOVERNING JURISDICTION PRIOR TO

COMMENCEMENT OF ANY WORK.

2. CORRIDORS AND EGRESS PASSAGEWAYS TO REMAIN

CLEAR AND FREE OF DEBRIS.

3. REFER TO ELECTRICAL DRAWINGS FOR ELECTRICAL

SYMBOLS AND ABBREVIATIONS.

APPLICABLE ARCH CODES

VA DIRECTIVES, DESIGN MANUALS, MASTER SPECIFICATIONS, VA

NATIONAL CAD STANDARD APPLICATION GUIDE, AND OTHER

GUIDANCE ON THE TECHNICAL INFORMATION LIBRARY (TIL)

INTERNATIONAL BUILDING CODE (IBC) - 2021

NFPA 101 LIFE SAFETY CODE - 2021

NFPA NATIONAL FIRE CODES, WITH THE EXCEPTION OF NFPA

5000 AND NFPA 900 - 2021

OCCUPATIONAL, SAFETY AND HEALTH ADMINISTRATION (OSHA)

STANDARDS

FIRE AND LIFE SAFETY DETAILS

CODE REVIEW NFPA 101, 2000 EDITION. DEMOLITION AND

CONSTRUCTION OPERATIONS SHALL COMPLY WITH NFPA 101

4.6.10

OCCUPANCY:

- HOSPITAL, ORDINARY HAZARD

PROTECTION:

- AUTOMATIC SPRINKLER SYSTEM THROUGHOUT

- ONE HOUR SEPARATION AT MECHANICAL ROOMS AND

DESIGNATED HAZARDOUS LOCATIONS

- TWO HOUR SEPARATION AT HORIZONTAL EXIT

PARTITIONS

- FIRE ALARM AND SMOKE DETECTION SYSTEMS

OCCUPANT

- TREATMENT DEPARTMENT 240 SF (GROSS) /

OCCUPANT

- ASSEMBLY AREAS 15 SF (GROSS) /

OCCUPANT

TRAVEL DISTANCES:

- ANY POINT IN ROOM TO EXIT 200 FT

- COMMON PATH OF TRAVEL 75 FT

EXIT CAPACITY:

- HEALTH CARE SPRINKLERED PER 2021 NFPA 101 TABLE

7.3.3.1 = 0.2" / OCCUPANT.

TRUE

NORTH

3/32" = 1'-0"

FLOOR PLAN - ADDITION - MEZZANINE FIRE AND LIFE SAFETY

TRUE

NORTH

1/4" = 1'-0"

LIFE SAFETY SECTION

MAIN FLOOR: 6,087 SF @ 240 SF PER OCCUPANT (INPATIENT

TREATMENT DEPTS) = 25.36 OCCUPANTS = 26 OCCUPANTS

STORAGE: MAXIMUM PROBABLE OCCUPANT LOAD ASSUMES 1

OCCUPANT PER STORAGE ROOM. 3 STORAGE ROOMS x 1

OCCUPANT PER ROOM = 3 OCCUPANTS

MEZZANINE: 1,731 SF @ 150 SF PER OCCUPANT (BUSINESS USE)

= 11.54 OCCUPANTS = 12 OCCUPANTS

MAIN FLOOR = 26 OCCUPANTS

STORAGE = 3 OCCUPANTS

MEZZANINE = 12 OCCUPANTS

TOTAL = 41 OCCUPANTS

21 OCCUPANTS AT EACH EXIT

EXIT CAPACITY:

DOOR 006 = 440 0CCUPANTS

DOOR 009 = 420 OCCUPANTS

EGRESS NOTES

Revisions: Date: 6 of 95

GENERAL STRUCTURAL NOTES

GENERAL

DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. TYPICAL DETAILS AND NOTES SHOWN ON THESE DRAWINGS ARE PART OF THE CONSTRUCTION CONTRACT AND SHALL BE PROVIDED BY THE CONTRACTOR. TYPICAL DETAILS MAY NOT NECESSARILY BE INDICATED ON THE PLANS BUT SHALL APPLY AS SHOWN OR DESCRIBED IN THE DETAILS AND NOTES. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED.

STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS AND ALL OTHER CONTRACT DOCUMENTS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS FOR COMPATIBILITY AND SHALL NOTIFY THE VA CONTRACTING OFFICER'S REPRESENTATIVE (COR) OF

ALL DISCREPANCIES PRIOR TO CONSTRUCTION.

DISCREPANCIES: IN CASE OF DISCREPANCIES BETWEEN DRAWINGS, SPECIFICATIONS, REFERENCE STANDARDS, OR GOVERNING CODE, THE MORE STRINGENT REQUIREMENTS SHALL GOVERN. CONTRACTOR SHALL NOTIFY THE VA CONTRACTING OFFICER'S REPRESENTATIVE (COR) OF DISCREPANCIES AND OBTAIN DIRECTION PRIOR TO PROCEEDING.

NOTES ON INDIVIDUAL STRUCTURAL DRAWINGS SHALL TAKE PRIORITY OVER GENERAL STRUCTURAL NOTES. DIMENSIONS

NOTED IN THE DRAWINGS SHALL BE FOLLOWED. DO NOT SCALE DRAWINGS.

SPECIFICATIONS: REFER TO SPECIFICATIONS FOR INFORMATION IN ADDITION TO THESE NOTES AND DRAWINGS.

ARCHITECTURAL: REFER TO ARCHITECTURAL DRAWINGS FOR ELEVATIONS, SLOPES, DEPRESSIONS, NON- BEARING WALLS, FASCIA, ELEVATORS, STAIRS, CURBS, DRAINS, RAILINGS, WATERPROOFING, FINISHES, ETC.

CONTRACTOR-INITIATED CHANGES: SHALL BE SUBMITTED IN WRITING TO THE VA CONTRACTING OFFICER'S REPRESENTATIVE (COR) FOR APPROVAL AT LEAST 10 WORKING DAYS PRIOR TO FABRICATION AND CONSTRUCTION.

CHANGES SHOWN ON SHOP DRAWINGS OR SUBMITTALS ONLY WILL NOT SATISFY THIS REQUIREMENT.

CONTRACTOR RESPONSIBILITIES: DRAWINGS REPRESENT DESIGN OF STRUCTURE IN COMPLETED FORM.

CONTRACTOR SHALL BE RESPONSIBLE FOR METHODS, SEQUENCES, AND SAFETY PRECAUTIONS REQUIRED TO

PERFORM WORK.

CONTRACTOR SHALL DESIGN AND PROVIDE TEMPORARY SHORING AND BRACING OF ALL STRUCTURAL MEMBERS, EXISTING CONSTRUCTION, AND SOIL EXCAVATION AS REQUIRED. SHORING AND BRACING SHALL NOT BE REMOVED UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE DRAWINGS, AND MATERIALS

HAVE ACHIEVED DESIGN STRENGTH.

EXISTING CONDITIONS: CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES, AND CONDITIONS PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS ARE INTENDED AS GUIDELINES ONLY AND MUST BE VERIFIED. EXISTING CONDITIONS SHOWN ON DRAWINGS ARE BASED EITHER ON SITE OBSERVATIONS, ORIGINAL DRAWINGS, OR WERE ASSUMED BASED ON EXPECTED CONDITIONS. IF EXISTING CONDITIONS DO NOT CLOSELY MATCH CONDITIONS SHOWN ON DRAWINGS, OR IF EXISTING MATERIALS ARE OF QUESTIONABLE OR SUBSTANDARD QUALITY, NOTIFY VA CONTRACTING OFFICER'S

REPRESENTATIVE (COR), PRIOR TO COMMENCING ANY WORK.

STRUCTURAL OBSERVATION SHALL BE PERFORMED IS NOT REQUIRED PER IBC SECTION 1704.6

SPECIAL INSPECTION PER IBC SECTION 1704, SHALL BE PERFORMED BY AN AGENCY APPROVED BY THE VA CONTRACTING OFFICER'S REPRESENTATIVE (COR), SELECTED BY THE CONTRACTOR AND AS OUTLINED IN THE

STRUCTURAL INSPECTION SCHEDULE.

CODES

BUILDING CODE: ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS AND THE INTERNATIONAL BUILDING CODE (IBC), 2015 EDITION AS AMENDED BY THE

STATE OF WASHINGTON

STANDARDS: REFERENCE TO ASTM AND OTHER STANDARDS SHALL MEAN THE LATEST EDITION REFERENCED IN THE 2015 IBC EDITION IN EFFECT ON THE BID DATE, UNLESS NOTED IN THESE DOCUMENTS OR DESIGNATED BY

THE GOVERNING CODE.

DESIGN CRITERIA

FLOOR DESIGN DATA:

IN ADDITION TO THE SELF WEIGHT, THE FOLLOWING LOADS ARE USED FOR DESIGN:

UNIFORM CONCENTRATED SUPERIMPOSED

LIVE LOAD LIVE LOAD DEAD LOAD REDUCIBLE

(PSF) (LBS) (PSF) (SEE NOTE)

HOSPITAL, OPERATING 60 1,000 5 YES

ROOMS/LABORATORIES

OFFICES 50 2,000 5 YES

OFFICE BUILDING LOBBIES AND 100 2,000 5 YES

FIRST FLOOR CORRIDORS

OFFICE PARTITIONS 15 - - NO

LIGHT STORAGE 125 - 5 NO

WHERE APPLICABLE, LIVE LOADS HAVE BEEN REDUCED PER IBC SECTION 1607.10.2 1607.10.1

WIND DESIGN DATA:

WIND BASE SHEAR VW (N-S) = 20 KIPS

VW (E-W) = 20 KIPS

ANALYTICAL PROCEDURE [ENVELOPE PROCEDURE, ASCE 7 CHAPTER 28

TYPE OF STRUCTURE RIGID (ASCE 7 SECTION 26.9.2)

BASIC WIND SPEED V = 115 MPH, ULTIMATE 3 SECOND GUST (ASCE 7 FIG 26.5-1A - 26.5-1C)

VASD = 90 MPH, NOMINAL 3 SECOND GUST (IBC EQUATION 16-33)

EXPOSURE CATEGORY B (ASCE 7 SECTION 26.7.3)

INTERNAL PRESSURE COEFFICIENT 0.18 (ASCE 7 FIGURE 26.11-1)

ENCLOSURE CLASSIFICATION ENCLOSED (ASCE 7 SECTION 26.10.1)

DIRECTIONALITY FACTOR Kd = 0.85 : MWFRS (ASCE 7 TABLE 26.6-1) TOPOGRAPHIC FACTOR Kzt = 1.0 (ASCE 7 SECTION 26.8)

EARTHQUAKE DESIGN DATA:

SEISMIC-FORCE-RESISTING SYSTEM: STEEL SPECIAL MOMENT FRAMES

& LIGHT-FRAMED WALLS WITH SHEAR PANELS

ANALYTICAL PROCEDURE: EQUIVALENT LATERAL FORCE PROCEDURE

SEISMIC BASE SHEAR: VE (N-S) = 60 KIPS

(ASCE 7 SECTION 12.8.1) VE (E-W) = 60 KIPS

SEISMIC RESPONSE COEFFICIENT: CS (N-S) = 0.225

(ASCE 7 SECTION 12.8.1.1) CS (E-W) = 0.225

SEISMIC IMPORTANCE FACTOR Ie 1.5 (ASCE 7 TABLE 1.5-2)

SITE CLASS D (ASCE 7 SECTION 11.4.2)

SS = 1.48 (ASCE 7 SECTION 11.4.1)

S1 = 0.52 (ASCE 7 SECTION 11.4.1)

SDS = 0.98 (ASCE 7 SECTION 11.4.4)

SD1 = 0.52 (ASCE 7 SECTION 11.4.4)

SEISMIC DESIGN CATEGORY D (ASCE 7 SECTION 11.6)

RESPONSE MODIFICATION COEFFICIENT R = 6.5 (ASCE 7 TABLE 12.2-1)

SYSTEM OVERSTRENGTH FACTOR Ω 0 = 2.5 (ASCE 7 TABLE 12.2-1)

DEFLECTION AMPLIFICATION FACTOR Cd = 3.5 (ASCE 7 TABLE 12.2-1)

SUBMITTALS

SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT FOR REVIEW PRIOR TO FABRICATION OR

CONSTRUCTION OF THESE ITEMS:

STRUCTURAL STEEL STEEL DECK

STRUCTURAL STEEL EMBEDDED ITEMS IN CONCRETE

STEEL JOISTS

CONTRACTOR SHALL REVIEW AND STAMP SUBMITTALS PRIOR TO SUBMISSION. DIMENSIONS AND QUANTITIES ARE CONTRACTOR'S RESPONSIBILITY AND WILL NOT BE REVIEWED. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MATERIALS PLACED PRIOR TO RECEIPT OF REVIEWED SHOP DRAWINGS. CONTRACTOR SHALL ALLOW A MINIMUM

OF 10 WORKING DAYS FOR REVIEW.

SHOP DRAWING SUBMITTALS PROCESSED BY THE ENGINEER ARE NOT CHANGE ORDERS. THE PURPOSE OF SHOP DRAWING SUBMITTALS BY THE CONTRACTOR IS TO DEMONSTRATE TO THE ENGINEER THAT THE CONTRACTOR UNDERSTANDS THE DESIGN CONCEPT BY INDICATING WHICH MATERIAL IS INTENDED TO BE FURNISHED AND INSTALLED AND BY DETAILING THE INTENDED FABRICATION AND INSTALLATION METHODS. IF DEVIATIONS, DISCREPANCIES, OR CONFLICTS BETWEEN SHOP DRAWING SUBMITTALS AND THE CONTRACT DOCUMENTS ARE DISCOVERED EITHER PRIOR TO OR AFTER SHOP DRAWING SUBMITTALS ARE PROCESSED BY THE VA CONTRACTING OFFICER'S REPRESENTATIVE (COR), THE DESIGN DRAWINGS AND SPECIFICATIONS SHALL CONTROL AND SHALL BE

FOLLOWED.

DEFERRED SUBMITTALS: DRAWINGS AND CALCULATIONS FOR BIDDER-DESIGNED COMPONENTS, SEALED BY THE WASHINGTON STATE REGISTERED PROFESSIONAL STRUCTURAL ENGINEER RESPONSIBLE FOR THE DESIGN, SHALL BE SUBMITTED TO THE VA CONTRACTING OFFICER'S REPRESENTATIVE (COR), FOR REVIEW OF GENERAL

CONFORMANCE WITH THE DESIGN OF THE BUILDING. DEFERRED SUBMITTALS INCLUDE:

CURTAIN WALL AND CLADDING SYSTEMS DESIGN-BUILD STEEL STAIR SYSTEMS

OPEN-WEB STEEL JOISTS

SEISMIC BRACING AND ANCHORAGE

OF MECHANICAL UNITS AND FIXTURES

SUBMITTALS OF BIDDER-DESIGNED COMPONENTS SHALL INCLUDE LOCATIONS, MAGNITUDES, AND DIRECTIONS OF ALL FORCES TRANSFERRED TO THE STRUCTURE. CALCULATIONS SUBMITTED FOR BIDDER-DESIGNED

COMPONENTS ARE FOR INFORMATION ONLY AND WILL NOT BE REVIEWED.

SEISMIC BRACING AND ANCHORAGE OF MECHANICAL UNITS AND OTHER MECHANICAL AND ELECTRICAL FIXTURES NOT SPECIFICALLY SHOWN ON THE PROJECT DRAWINGS SHALL BE DESIGNED BY A REGISTERED STRUCTURAL ENGINEER IN THE STATE WHERE THE PROJECT IS LOCATED. THE MECHANICAL AND ELECTRICAL CONTRACTORS MUST RETAIN THE SERVICES OF A STRUCTURAL ENGINEER AND IS RESPONSIBLE FOR ALL COSTS RELATED TO THE

PURCHASE AND INSTALLATION OF SEISMIC BRACING AND ANCHORAGE OF THEIR SYSTEMS.

RENOVATION:

DEMOLITION: CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS BEFORE COMMENCING ANY DEMOLITION.

SHORING SHALL BE INSTALLED TO SUPPORT EXISTING CONSTRUCTION AS REQUIRED AND IN A MANNER SUITABLE TO THE WORK SEQUENCES. EXISTING REINFORCING SHALL BE SAVED WHERE POSSIBLE AND AS NOTED ON DRAWINGS. SAW-CUTTING, IF AND WHERE USED, SHALL NOT CUT EXISTING REINFORCING THAT IS TO BE SAVED.

DEMOLITION DEBRIS SHALL NOT BE ALLOWED TO DAMAGE OR OVERLOAD THE EXISTING STRUCTURE.

CONSTRUCTION LOADING (INCLUDING DEMOLITION DEBRIS) ON EXISTING FLOOR SYSTEMS SHALL BE LIMITED TO

40 PSF.

1. ALL NEW OPENINGS THROUGH EXISTING WALLS, SLABS, AND BEAMS SHALL BE ACCOMPLISHED BY SAWCUTTING WHEREVER POSSIBLE. ALL NEW OPENINGS SHALL BE SAWCUT NEAT AND CLEAN; NO OVERCUTTING AT OPENING CORNERS SHALL BE ALLOWED, UNLESS NOTED OTHERWISE. AS REQUIRED, CORE DRILL CORNERS AND CHIP, GRIND, OR CUT THE CORNERS TO PROVIDE REQUIRED DIMENSIONS.

2. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND LOCATION OF MEMBERS PRIOR TO CUTTING ANY

OPENINGS.

3. SMALL ROUND OPENINGS SHALL BE ACCOMPLISHED BY CORE DRILLING.

CONCRETE ANCHORAGE

EXPANSION BOLTS INTO CONCRETE SHALL BE ONE OF THE FOLLOWING. INSTALL PER MANUFACTURER'S INSTRUCTIONS AND APPLICABLE IAPMO OR ICC-ES REPORTS. NOMINAL EMBEDMENT DEPTH SHALL BE AS NOTED

BELOW, UNLESS NOTED OTHERWISE.

HILTI KWIK BOLT TZ (ESR-1917)

3/8" EXPANSION BOLTS 2 5/16"

1/2" EXPANSION BOLTS 3 5/8"

5/8" EXPANSION BOLTS 4 7/16"

3/4" EXPANSION BOLTS 5 9/16"

SIMPSON STRONG-BOLT 2 (ESR 3037)

3/8" EXPANSION BOLTS 2 7/8"

1/2" EXPANSION BOLTS 3 7/8"

5/8" EXPANSION BOLTS 5 1/8"

3/4" EXPANSION BOLTS 5 3/4"

DEWALT POWER STUD+ SD2 (ESR 2502)

3/8" EXPANSION BOLTS 2 3/8"

1/2" EXPANSION BOLTS 3 3/4"

5/8" EXPANSION BOLTS 4 7/8"

3/4" EXPANSION BOLTS 5 3/4"

EPOXY-GROUTED RODS OR REBAR TO CONCRETE SHALL BE GROUTED WITH ONE OF THE FOLLOWING: HILTI HIT- RE 500-V3 (ESR 3814), HILTI HIT-HY200 (ESR-3187), SIMPSON SET-XP (ESR 2508), OR DEWALT PURE110+ (ESR-3298).

INSTALL PER MANUFACTURER'S INSTRUCTIONS AND APPLICABLE IAPMO OR ICC-ES REPORTS. EMBEDMENT

DEPTHS SHALL BE AS NOTED BELOW, UNLESS NOTED OTHERWISE.

3/8" ROD OR #3 BAR 4"

1/2" ROD OR #4 BAR 5"

5/8" ROD OR #5 BAR 7"

3/4" ROD OR #6 BAR 9"

7/8" ROD OR #7 BAR 12"

1" ROD OR #8 BAR 15"

HEAVY DUTY SCREW ANCHORS INTO CONCRETE SHALL BE SIMPSON TITEN HD (ESR-2713), DEWALT SCREW-BOLT+

(ESR-3889) OR HILTI KWIK HUS EZ (ESR-3027).

DRIVE PINS AND OTHER POWDER-ACTUATED FASTENERS SHALL BE ITW RAMSET/RED HEAD (ESR-1799), HILTI XU

LOW VELOCITY (ESR-2269), OR DEWALT POWER ACTUATED FASTENERS (ESR-2024)

UNDERCUT ANCHORS SHALL BE USP DUC (ESR-1970), HILTI HDA (ESR-1546) OR POWERS ATOMIC+ UNDERCUT

ANCHOR (ESR-3067).

POST-INSTALLED ANCHORS SHALL NOT BE USED AS SUBSTITUTES FOR CAST-IN-PLACE ANCHOR BOLTS OR

REINFORCING STEEL UNLESS SPECIFICALLY APPROVED BY THE STRUCTURAL ENGINEER.

PRODUCT SUBSTITUTES PROPOSED BY THE CONTRACTOR SHALL BE SUBMITTED FOR REVIEW WITH IAPMO OR ICC-

ES REPORTS INDICATING EQUIVALENT OR GREATER LOAD CAPACITIES.

NO REINFORCING BARS SHALL BE CUT TO PLACE POST-INSTALLED ANCHORS. ALL DEFECTIVE ANCHOR HOLES SHALL BE GROUTED WITH EPOXY ADHESIVE AND A NEW HOLE DRILLED A MINIMUM OF 3 BOLT DIAMETERS AWAY.

POST-INSTALLED CONCRETE ANCHORS ARE NOT PERMITTED IN POST-TENSIONED CONCRETE SLABS, EXCEPT AS

PERMITTED UNDER POST-TENSIONING NOTES.

STEEL

REFERENCE STANDARDS: STRUCTURAL STEEL SHALL CONFORM TO ALL REQUIREMENTS OF THE FOLLOWING

DOCUMENTS:

AISC 360 "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS"

AISC 341 "SEISMIC PROVISIONS FOR STRUCTURAL STEEL BUILDINGS"

AISC 303 "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES"

AWS D1.1 "STRUCTURAL WELDING CODE - STEEL"

AISC 348 "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS"

AISC 358 "PREQUALIFIED CONNECTIONS FOR SPECIAL AND INTERMEDIATE STEEL

MOMENT FRAMES FOR SEISMIC APPLICATIONS"

MATERIALS:

TYPE OF MEMBER ASTM SPECIFICATION YIELD

WIDE FLANGES (W), STRUCTURAL TEES (WT) A992 50 KSI

PLATES, ANGLES, CHANNELS A36 36 KSI

THREADED RODS (TR) AND BARS

SPECIAL SHAPES (NOTED A572 50 KSI

GRADE 50 ON DRAWINGS)

STEEL PIPES A53 (TYPE E OR S, GRADE B) 35 KSI

HOLLOW STRUCTURAL STEEL (HSS) A500 (GRADE B) 46 KSI

MACHINE BOLTS (MB) A307

CONNECTION BOLTS (HSB) A325: F3125, GRADE A325 A490: F3125, GRADE A490

ANCHOR RODS (AR) F1554 GRADE 36, WELDABLE

GRADE 55, WELDABLE (WHERE NOTED

GRADE 105 (WHERE NOTED

TENSION CONTROL BOLTS F1852

LOAD-INDICATING WASHERS F959, TYPE A325 A490

CAMBER: ALL MEMBERS SHALL BE ERECTED WITH NATURAL OR INDUCED CAMBER UPWARDS, UNLESS NOTED OTHERWISE. CAMBER INDICATED ON DRAWINGS SHALL BE AS DELIVERED TO THE JOB SITE. CONTRACTOR SHALL CONSIDER CAMBER LOSS DUE TO SHIPPING AND HANDLING. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL

ERECTION AIDS INCLUDING ERECTION ANGLES AND LIFT HOLES.

STRUCTURAL STEEL EXPOSED TO WEATHER SHALL BE ZINC-COATED HOT-DIPPED GALVANIZED PER ASTM A123.

ALL FIELD WELDS EXPOSED TO WEATHER SHALL BE COATED WITH BRUSH APPLIED PAINT CONTAINING ZINC DUST COMPLYING WITH ASTM A780. ALL BOLTS AND ANCHOR RODS EXPOSED TO WEATHER SHALL BE ZINC-COATED HOT-

DIPPED GALVANIZED PER ASTM A153.

BOLTED CONNECTIONS NOT SPECIFIED AS SLIP-CRITICAL NEED ONLY BE TIGHTENED TO AISC SNUG-TIGHT CRITERIA, UNLESS NOTED OTHERWISE. CONNECTION PLATES SHALL HAVE AISC STANDARD ROUND HOLES UNLESS NOTED OTHERWISE. ALL OVERSIZED OR SLOTTED HOLES SHALL HAVE WASHERS PROVIDED IN ACCORDANCE WITH

AISC 360, UNLESS NOTED OTHERWISE.

PRETENSIONED OR SLIP-CRITICAL CONNECTIONS SHALL USE LOAD-INDICATING WASHERS OR TENSION CONTROL BOLTS SUCH AS BETHLEHEM INDICATOR BOLTS, LeJEUNE TENSION CONTROL BOLTS, ETC. CONNECTED PLIES

SHALL BE PREPARED TO MEET THE REQUIREMENTS FOR CLASS A FAYING SURFACES.

WELDING: ALL WELDS SHALL COMPLY WITH AWS D1.1. WELDS SHALL BE MADE USING LOW HYDROGEN E70XX ELECTRODES. ONLY AWS PREQUALIFIED WELDED JOINTS SHALL BE USED. SHOP DRAWINGS SHALL SHOW ALL WELDING WITH AWS A2.4 STANDARD SYMBOLS. WELDS SHOWN ON DRAWINGS ARE MINIMUM SIZES. INCREASE WELD SIZE TO AWS MINIMUM SIZES BASED ON PLATE THICKNESS. WELDS NOT SPECIFIED SHALL BE CONTINUOUS

[3/16"] FILLET WELDS.

ALL WELDS INDICATED ON THE DRAWINGS AS "NOTCH TOUGH WELD FILLER MATERIAL REQUIRED" SHALL BE MADE WITH A FILLER WELD METAL THAT HAS A MINIMUM CHARPY V-NOTCH TOUGHNESS OF 20 FT.-LBS. AT 0 DEGREES F.

IN ADDITION TO MEETING THE ABOVE REQUIREMENTS, ALL WELDS INDICATED AS "DEMAND CRITICAL" SHALL BE MADE WITH MATERIAL WITH A MINIMUM CHARPY V-NOTCH TOUGHNESS OF 40 FT-LBS AT 70 DEGREES F. SEE AISC 341-10 CHAPTER A AND AWS D1.8 SECTION 6.3 FOR ADDITIONAL REQUIREMENTS. PROPOSED FILLER MATERIAL FOR BOTH SHOP AND FIELD WELDS SHALL BE SUBMITTED FOR REVIEW PRIOR TO CONSTRUCTION.

WELDS SHOWN ON DRAWINGS ARE FOR FINAL CONNECTIONS. UNLESS FIELD WELD SYMBOLS ARE SHOWN, CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING IF A WELD SHOULD BE SHOP OR FIELD WELDED IN

ORDER TO FACILITATE STEEL ERECTION.

CONTRACTOR SHALL BE RESPONSIBLE FOR ALL JOINT PREPARATIONS AND WELDING PROCEDURES, INCLUDING ROOT OPENINGS AND FACE DIMENSIONS, GROOVE ANGLES, BACKING BARS, COPES, WELD ACCESS HOLES, TAPERS, AND SURFACE ROUGHNESS.

WELDER CERTIFICATION: AWS OR WASHINGTON ASSOCIATION OF BUILDING OFFICIALS (WABO).

FIREPROOFING: REFER TO SPECIFICATIONS FOR REQUIRED FIREPROOFING AND TO ARCHITECTURAL DRAWINGS FOR REQUIRED FIRE RESISTANCE RATINGS. STRUCTURAL FRAME CONSISTS OF THE COLUMNS; THE GIRDERS, BEAMS, TRUSSES, AND SPANDRELS HAVING DIRECT CONNECTIONS TO THE COLUMNS; AND BRACING MEMBERS

DESIGNED TO CARRY GRAVITY LOADS.

ANCHOR RODS SHALL BE INSTALLED TO AISC SNUG-TIGHT CRITERIA WITH HEX NUTS AND LOCK WASHERS OR JAM NUTS AT THE TOP. AT THE BOTTOM, PROVIDE A STANDARD SIZE HEAD, TACK-WELDED NUT OR DOUBLE NUT. NO HEATING OR BENDING OF ANCHOR RODS IS PERMITTED. ENLARGEMENT OF ANCHOR ROD HOLES BY BURNING IS

NOT PERMITTED. BASE PLATE HOLES FOR ANCHOR RODS SHALL BE AS SHOWN BELOW

AR MAXIMUM HOLE MINIMUM WASHER MINIMUM WASHER

DIAMETER DIAMETER DIAMETER THICKNESS

5/8" 1 1/16" 1 1/2" 3/16" 3/4" 1 5/16" 2" 1/4" 7/8" 1 9/16" 2 1/2" 5/16" 1" 1 13/16" 3" 3/8"

STEEL DECK SIZE, TYPE, GAGE, AND ATTACHMENTS SHALL BE PROVIDED AS INDICATED IN THE DRAWINGS. STEEL DECK SHALL CONFORM TO THE REQUIREMENTS OF THE STEEL DECK INSTITUTE. CEILINGS, LIGHT FIXTURES, DUCTS, AND OTHER ITEMS SHALL NOT BE SUSPENDED FROM NON-COMPOSITE DECKS. STEEL DECK GAGES SHOWN ON THE DRAWINGS ARE BASED ON UNSHORED CONDITIONS. HEAVIER DECK GAGES MAY BE REQUIRED FOR SOME SPECIAL CONDITIONS. DECK SUPPLIER SHALL VERIFY DECK CAPACITY BASED ON ACTUAL DECK LAYOUT AND SPAN CONDITIONS. CONTRACTOR SHALL PROVIDE CLOSURE PLATES, FLASHING, AND ALL

MISCELLANEOUS LIGHT GAGE METAL NECESSARY TO COMPLETE THE WORK.

WELDED HEADED STUDS (WHS) AND THREADED STUDS (CPL OR CFL) SHALL COMPLY WITH ASTM A108 GR.1010 THROUGH 1020 WITH MINIMUM TENSILE STRENGTH OF 60 KSI. STUDS SHALL BE WELDED IN CONFORMANCE WITH THE REQUIREMENTS OF AWS CHAPTER 7. UNLESS OTHERWISE NOTED, STUDS SHALL BE WELDED BY THE AUTOMATIC MACHINE WELDING PROCESS WITH EQUIPMENT RECOMMENDED BY THE MANUFACTURER. LENGTHS

SHOWN ON DRAWINGS ARE FINAL LENGTHS AFTER WELDING.

DEFORMED BAR ANCHORS (DBA) SHALL COMPLY WITH ASTM A496 AND THE REQUIREMENTS FOR TYPE "C" STUDS IN ACCORDANCE WITH AWS D1.1. UNLESS OTHERWISE NOTED, DEFORMED BAR ANCHORS SHALL BE WELDED BY THE AUTOMATIC MACHINE WELDING PROCESS IN ACCORDANCE WITH AWS CHAPTER 7, WITH EQUIPMENT RECOMMENDED BY THE MANUFACTURER. LENGTHS SHOWN ON DRAWINGS ARE FINAL LENGTHS AFTER WELDING.

AT NON-BRACED/MOMENT FRAME AND NON-STRUT CONNECTIONS, A706 GRADE 60 REINFORCING BARS OF AN EQUAL DIAMETER AND LENGTH OF THE SPECIFIED DBA's MAY BE USED PROVIDED THEY ARE WELDED TO THE SUPPORTING STEEL WITH E80XX ELECTRODES IN ACCORDANCE WITH AWS D1.4 AND THE TABLE BELOW:

BAR SIZE ALL-AROUND FILLET WELD SIZE

#4, 1/2" DIA 1/4"

#5, 5/8" DIA 5/16"

#6, 3/4" DIA 3/8"

DIMENSIONAL TOLERANCE FOR STRUCTURAL STEEL MEMBERS SHALL BE PER THE AISC CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES, SECTION 6.4 AND ASTM SPECIFICATION A6. UNLESS SPECIFICALLY ALLOWED BY THE ENGINEER, COLUMN MEMBERS SHALL NOT BE MODIFIED BY THE ROTARY STRAIGHTENING

PROCESS.

ARCHITECTURALLY EXPOSED STRUCTURAL STEEL: ANY STRUCTURAL STEEL THAT IS EXPOSED TO VIEW UPON COMPLETION OF THE PROJECT SHALL COMPLY WITH SECTION 10 OF AISC 303. SEE SPECIFICATIONS FOR SPECIFIC FABRICATION AND ERECTION REQUIREMENTS FOR ARCHITECTURALLY EXPOSED STRUCTURAL STEEL.

OPEN WEB STEEL JOISTS AND JOIST GIRDERS (INCLUDING BRIDGING) SHALL CONFORM TO THE SPECIFICATIONS OF THE STEEL JOIST INSTITUTE, LATEST EDITION, AND IBC SECTION 2207. SEE PLANS AND DETAILS FOR LOADING REQUIREMENTS. IN ADDITION, ALL JOISTS AND JOIST GIRDERS SHALL BE DESIGNED TO SUPPORT A SINGLE 500 LB.

DOWNWARD POINT LOAD FROM ANY TOP OR BOTTOM CHORD PANEL POINT TO ACCOUNT FOR MISC. ARCH. AND MECH. ITEMS. ENDS OF BRIDGING ROWS SHALL BE FIELD WELDED TO STRUCTURAL STEEL MEMBERS OR TO PLATES EMBEDDED IN CONCRETE OR MASONRY UNLESS OTHERWISE NOTED. JOIST MANUFACTURER SHALL CHECK ROOF JOISTS AND JOIST GIRDERS AND PROVIDE UPLIFT BRIDGING AS REQUIRED TO ADEQUATELY BRACE THE BOTTOM CHORD AGAINST LATERAL MOVEMENT UNDER WIND UPLIFT PRESSURES (SEE PLAN NOTES FOR UPLIFT FORCES). CONTRACTOR SHALL COORDINATE BRIDGING LAYOUT PRIOR TO JOIST ERECTION TO AVOID CONFLICTS WITH MECHANICAL DUCTWORK OR OTHER MISCELLANEOUS ITEMS. SIZE JOISTS AND JOIST GIRDERS TO MEET THE DEFLECTION REQUIREMENTS PER THE SPECIFICATIONS AND CAMBER IN ACCORDANCE WITH THE

STEEL JOIST INSTITUTE STANDARDS, UNLESS OTHERWISE NOTED.

JOISTS THAT OCCUR WITHIN 3'-0" OF STEEL COLUMNS AND ALL JOISTS EXCEEDING 40'-0" IN LENGTH SHALL BE BOLTED TO THEIR SUPPORTS IN LIEU OF THE SPECIFIED FIELD WELDING, EXCEPT AT JOISTS MARKED 'STRUT' WHERE THE FIELD WELDING SHALL ALSO APPLY. USE (2) 1/2" DIAMETER A307 BOLTS FOR K-SERIES JOISTS AND (2) 3/4" DIAMETER A307 BOLTS FOR LH AND DLH-SERIES JOISTS (VERIFY BOLT SIZE/SPACING WITH JOIST SUPPLIER).

BOLTING REQUIREMENT MAY BE OMITTED FOR JOISTS LESS THAN 40'-0" IN LENGTH WHERE WIDE FLANGE BEAMS

FRAME INTO STEEL COLUMNS IN AT LEAST TWO DIRECTIONS.

SUBMIT SHOP DRAWINGS AND DESIGN CALCULATIONS TO THE ARCHITECT FOR REVIEW PRIOR TO FABRICATION.

SUBMITTALS SHALL INDICATE ALL CHORD AND WEB MEMBER SIZES AND SHOW ALL END CONNECTIONS. DESIGN CALCULATIONS SHALL BEAR THE STAMP AND SIGNATURE OF A REGISTERED PROFESSIONAL ENGINEER

REGISTERED STRUCTURAL ENGINEER.

COLD-FORMED STEEL FRAMING SHALL COMPLY WITH ASTM A653, TYPE SS, GRADE 33, UNLESS NOTED OTHERWISE.

FOR SIZES SHOWN ON DRAWINGS, REFER TO "STEEL STUD MANUFACTURER'S ASSOCIATION" STANDARD SPECIFICATION. ALL COLD-FORMED FRAMING SHALL ALSO CONFORM TO THE A.I.S.I. "SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS." ALL STUDS, TRACKS, AND JOISTS SHALL BE GALVANIZED PER ASTM A924, G60. FASTENINGS NOT SHOWN ON DRAWINGS SHALL BE AS RECOMMENDED BY THE

MANUFACTURER.

LIGHT GAGE METAL FRAMING CLIPS AND CONNECTORS: NOTATIONS CALLED OUT BY LETTERS AND NUMBERS REFER TO PRODUCTS MANUFACTURED BY "THE STEEL NETWORK" AS SPECIFIED IN THEIR LATEST CATALOG.

ALTERNATE CONNECTORS MANUFACTURED AND TESTED IN ACCORDANCE WITH ICC-AC261, THAT MEET OR EXCEED THE SPECIFIED CONNECTORS' CAPACITY MAY BE USED SUBJECT TO REVIEW AND APPROVAL BY THE STRUCTURAL ENGINEER. MILL CERTIFICATIONS, SUBSTANTIATING TEST DATA, AND A LIST STATING THE ITEM-FOR- ITEM SUBSTITUTION AND CAPACITY COMPARISONS MUST BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR ANY PROPOSED SUBSTITUTES. INSTALL NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER.

CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ENGINEERING COSTS RELATING TO REVIEW AND/OR RE-DESIGN

TO ACCOMMODATE PROPOSED SUBSTITUTIONS.

SNOW DESIGN DATE:

GROUND SNOW LOAD Pg = 20 PSF (ASCE 7 FIGURE 7-1) P f = 20 PSF (ASCE 7 SECTION 7.3); 25 PSF MIN UNIFORM SNOWFLAT-ROOF SNOW LOAD

LOAD IN ACCORDANCE WITH SEAW WHITE PAPER 8-2010

Ce = 1.0 (ASCE 7 TABLE 7-2)SNOW EXPOSURE FACTOR I s = 1.0 (ASCE 7 TABLE 7.3.3)SNOW LOAD IMPORTANCE FACTOR C t = 1.0 (ASCE 7 TABLE 7-3)THERMAL FACTOR

PhaseARCHITECT/ENGINEER OF RECORD

321 4 5 6 7 8 9 10

REID MIDDLETON

728 134th Street SW

(425) 741 - 3800

A/E:

1414 Fourth Ave Seattle, WA, 98105

(360) 223 - 8994

RAY SPEES, PRESIDENT

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved: Project Director

VA FORM 08 - 6231

A

100% CONSTRUCTION

DOCUMENTS

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Structural Engineer:

Lynnwood, WA, 98204

NOMAN SHAFI, PROJECT DESIGNER

663-310

Revisions: Date:

SPEES DESIGN BUILD

SCI/D ADDITION & RENOVATION

VA Puget Sound Health Care System - Seattle WA

Suite 200

12/02/2024 NS PJC

37358

S

F

E T

TA

IN

O

GT

N

O WASH

IGE

EEN

O

R

LNA

P

FOR

SSE

I N

GNELARU

TC

UR

TS

E R

NI

E

FULLY SPRINKLERED

GENERAL STRUCTURAL NOTES

SF-001

PhaseARCHITECT/ENGINEER OF RECORD

321 4 5 6 7 8 9 10

REID MIDDLETON

728 134th Street SW

(425) 741 - 3800

A/E:

1414 Fourth Ave Seattle, WA, 98105

(360) 223 - 8994

RAY SPEES, PRESIDENT

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved: Project Director

VA FORM 08 - 6231

A

100% CONSTRUCTION

DOCUMENTS

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Structural Engineer:

Lynnwood, WA, 98204

NOMAN SHAFI, PROJECT DESIGNER

663-310

Revisions: Date:

SPEES DESIGN BUILD

SCI/D ADDITION & RENOVATION

VA Puget Sound Health Care System - Seattle WA

Suite 200

12/02/2024 NS PJC

37358

S

F

E T

TA

IN

O

GT

N

O WASH

IGE

EEN

O

R

I N

GNELARU

TC

UR

TS

E R

NI

E

FULLY SPRINKLERED

SPECIAL INSPECTION SCHEDULE

& ABBREVIATIONS

SF-002

SPECIAL INSPECTION SCHEDULE

STRUCTURAL STEEL SPECIAL INSPECTION

INSPECTION TASKS PRIOR TO WELDING

INSPECTION TASKS PRIOR TO WELDING QAQC

WELDING PROCEDURE SPECIFICATIONS (WPSS) AVAILABLE PP

MANUFACTURER CERTIFICATIONS FOR WELDING CONSUMABLES AVAILABLE PP

MATERIAL IDENTIFICATION (TYPE/GRADE) OO

WELDER IDENTIFICATION SYSTEM 1 OO

FIT-UP OF GROOVE WELDS (INCLUDING JOINT GEOMETRY), JOINT PREPARATION,

DIMENSIONS (ALIGNMENT, ROOT OPENING, ROOT FACE, BEVEL), CLEANLINESS

(CONDITION OF STEEL SURFACES), TACKING (TACK WELD QUALITY AND LOCATION),

BACKING TYPE AND FIT (IF APPLICABLE)

OO

CONFIGURATION AND FINISH OF ACCESS HOLES OO

FIT-UP OF FILLET WELDS, DIMENSIONS (ALIGNMENT, GAPS AT ROOT), CLEANLINESS

(CONDITION OF STEEL SURFACES), TACKING (TACK WELD QUALITY AND LOCATION) OO

CHECK WELDING EQUIPMENT -O

1 THE FABRICATOR OR ERECTOR, AS APPLICABLE, SHALL MAINTAIN A SYSTEM BY WHICH A WELDER WHO HAS WELDED A JOINT OR MEMBER CAN BE

IDENTIFIED. STAMPS, IF USED, SHALL BE THE LOW-STRESS TYPE.

2 WHEN WELDING OF DOUBLER PLATES, CONTINUITY PLATES OR STIFFENERS HAS BEEN PERFORMED IN THE k-AREA, VISUALLY INSPECT THE WEB k-AREA

FOR CRACKS WITHIN 3 INCHES OF THE WELD.

INSPECTION TASKS DURING WELDING

INSPECTION TASKS DURING WELDING QAQC

USE OF QUALIFIED WELDERS OO

CONTROL AND HANDLING OF WELDING CONSUMABLES, PACKAGING, EXPOSURE

CONTROL OO

NO WELDING OVER CRACKED TACK WELDS OO

ENVIRONMENTAL CONDITIONS, WIND SPEED WITHIN LIMITS, PRECIPITATION

AND TEMPERATURE OO

WPS FOLLOWED, SETTINGS ON WELDING EQUIPMENT, TRAVEL SPEED, SELECTED

WELDING MATERIALS, SHIELDING GAS TYPE/FLOW RATE, PREHEAT APPLIED, INTERPASS

TEMPERATURE MAINTAINED (MIN / MAX), PROPER POSITION (F, V, H, OH)

OO

WELDING TECHNIQUES, INTERPASS AND FINAL CLEANING, EACH PASS WITHIN PROFILE

LIMITATIONS, EACH PASS MEETS QUALITY REQUIREMENTS

OO

INSPECTION TASKS PRIOR TO BOLTING

INSPECTION TASKS PRIOR TO BOLTING QAQC

MANUFACTURER’S CERTIFICATIONS AVAILABLE FOR FASTENER MATERIALS PO

FASTENERS MARKED IN ACCORDANCE WITH ASTM REQUIREMENTS OO

PROPER FASTENERS SELECTED FOR THE JOINT DETAIL (GRADE, TYPE, BOLT

LENGTH IF THREADS ARE TO BE EXCLUDED FROM SHEAR PLANE)

OO

PROPER BOLTING PROCEDURE SELECTED FOR JOINT DETAIL OO

CONNECTING ELEMENTS, INCLUDING THE APPROPRIATE FAYING SURFACE CONDITION AND HOLE

PREPARATION, IF SPECIFIED, MEET APPLICABLE REQUIREMENTS

OO

PRE-INSTALLATION VERIFICATION TESTING BY INSTALLATION PERSONNEL OBSERVED AND

DOCUMENTED FOR FASTENER ASSEMBLIES AND METHODS USED

OP

PROPER STORAGE PROVIDED FOR BOLTS, NUTS, WASHERS AND OTHER FASTENER

COMPONENTS OO

INSPECTION TASKS DURING BOLTING

INSPECTION TASKS DURING BOLTING QAQC

FASTENER ASSEMBLIES, OF SUITABLE CONDITION, PLACED IN ALL HOLES

AND WASHERS (IF REQUIRED) ARE POSITIONED AS REQUIRED

OO

JOINT BROUGHT TO THE SNUG-TIGHT CONDITION PRIOR TO THE PRETENSIONING

OPERATION

OO

FASTENER COMPONENT NOT TURNED BY THE WRENCH PREVENTED FROM ROTATING OO

FASTENERS ARE PRETENSIONED IN ACCORDANCE WITH THE RCSC SPECIFICATION,

PROGRESSING SYSTEMATICALLY FROM THE MOST RIGID POINT TOWARD THE FREE

EDGES

OO

SPECIAL INSPECTION OF CONCRETE CONSTRUCTION

VERIFICATION AND INSPECTION REFERENCED

STANDARD 1CONTINUOUS PERIODIC IBC

REFERENCE

1. INSPECT ANCHORS POST-INSTALLED

IN HARDENED CONCRETE MEMBERS 2

ACI 318: 17.8.2.4 -

INSPECTION TASKS AFTER BOLTING

INSPECTION TASKS AFTER BOLTING QAQC

DOCUMENT ACCEPTANCE OR REJECTION OF BOLTED CONNECTIONS PP

REFERENCED

STANDARD

IBC

REFERENCE

1705.2.1AISC 360 CH. N

REFERENCED

STANDARD

IBC

REFERENCE

1705.2.1AISC 360 CH. N

REFERENCED

STANDARD

IBC

REFERENCE

1705.2.1AISC 360 CH. N

REFERENCED

STANDARD

IBC

REFERENCE

1705.2.1AISC 360 CH. N

& AWS D1.1

REFERENCED

STANDARD

IBC

REFERENCE

1705.2.1AISC 360 CH. N

& AWS D1.1

BOLTING

SPECIAL INSPECTION FOR STRUCTURAL STEEL SHALL BE ACCORDANCE WITH AISC 341, AISC 360, AND THE FOLLOWING INFORMATION.

WELDING

TASK - INDICATES WHETHER TO OBSERVE OR PERFORM (OR BOTH) THE INSPECTION TASK.

DOC - THE INSPECTOR SHALL PREPARE REPORTS INDICATING THAT THE WORK HAS BEEN PERFORMED IN ACCORDANCE WITH THE

CONTRACT DOCUMENTS.

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

FREQUENCY OF OBSERVATIONS SHALL BE ADEQUATE TO CONFIRM THAT THE WORK HAS BEEN PERFORMED IN ACCORDANCE

WITH THE APPLICABLE DOCUMENTS.

P - PERFORM, FOR EACH JOINT OR MEMBER PRIOR TO THE FINAL ACCEPTANCE OF THE ITEM.

QC - TASKS INDICATED AS "QC" SHALL BE EXECUTED BY THE FABRICATOR AND ERECTOR IN ACCORDANCE WITH AISC 360 CHAPTER N QA - TASKS INDICATED AS "QA" SHALL BE EXECUTED BY THE SPECIAL INSPECTOR IN ACCORDANCE WITH AISC 360 CHAPTER N.

NONSTRUCTURAL COMPONENTS

1. DESIGNATED SEISMIC SYSTEM

VERIFICATION AND INSPECTION TASK

REFERENCED

STANDARDCONTINUOUS PERIODIC IBC

REFERENCE

a. VERIFY THE LABEL, ANCHORAGE AND MOUNTING

CONFORMS TO THE CERTIFICATE OF COMPLIANCE

1705.12.6

SEISMIC REQUIREMENTS FOR NONSTRUCTURAL COMPONENTS

2. ARCHITECTURAL COMPONENTS

a. ERECTION AND FASTENING OF EXTERIOR CLADDING

1,2

b. ERECTION AND…