663-CSI-021 Drawings.pdf

ARCHITECTURAL

SPEES DESIGN BUILD

625 1ST AVE, STE 301

SEATTLE, WA 98104

PHONE: (206) 590-2118

DESIGN TEAM

FIRE PROTECTION

SPEES DESIGN BUILD

ELECTRICAL

SPEES DESIGN BUILD

PLUMBING

SPEES DESIGN BUILD

MECHANICAL

SPEES DESIGN BUILD

625 1ST AVE, STE 301

SEATTLE, WA 98104

PHONE: (206) 590-2118

625 1ST AVE, STE 301

SEATTLE, WA 98104

PHONE: (206) 590-2118

625 1ST AVE, STE 301

SEATTLE, WA 98104

PHONE: (206) 590-2118

625 1ST AVE, STE 301

SEATTLE, WA 98104

PHONE: (206) 590-2118

STRUCTURAL

REID MIDDLETON

728 134TH ST SW, #200

EVERETT, WA 98204

PHONE: (425) 741-3800

PROJECT INFORMATION

STATE:

COUNTY:

JURISDICTION:

OWNER:

SITE ZONING:

CONST TYPE:

OCCUPANCY:

CODE ANALYSIS

PROJECT DESCRIPTION

THE PROPOSED DESIGN SHALL RENOVATE

EXISTING IR LAB WITHIN BLDG 100'S, SECOND

FLOOR, RADIOLOGY DEPARTMENT, NEW

EQUIPMENT AND UPDATED FINISHES. THIS

INCLUDES ALL ARCHITECTURAL, STRUCTURAL,

MECHANICAL AND ELECTRICAL RENOVATIONS

REQ'D TO ACCOMODATE NEW, VA-PURCHASED

IR EQUIPMENT.

APPLICABLE BUILDING

BUILDING 100

APPLICABLE FLOOR

FLOOR 2

APPLICABLE CLINIC

RADIOLOGY

ICRA CLASS REQUIREMENTS

CONST TYPE: C

CLINIC RISK: MEDIUM

CLASS REQS: CLASS III

APPROX SQUARE FEET IN SCOPE

700 SF

WASHINGTON

KING

SEATTLE

GOV, VETERANS AFFAIRS

1A B

RESOURCE DOCUMENTS

ENVIRONMENTAL SURVEY REPORT PROVIDED BY ONE ATLAS

LEAD SHIELDING REPORT PROVIDED BY CORWIN

SITE-SPECIFIC, IMAGING EQUIPMENT, MFR DRAWINGS PROVIDED BY SIEMENS

GENERAL NOTES

1. COORDINATE WORK WITH ALL CONTRACT DOCUMENTS, INCLUDING BUT NOT LIMITED TO DRAWINGS &

SPECIFICATIONS.

2. SPECIFICATIONS SHALL SUPERSEDE DRAWINGS IN THE CASE OF ANY CONFLICTING INFORMATION.

BRING TO THE AWARENESS OF AND VERIFY WITH VA COR PRIOR TO PROCEEDING.

3. THE CONTRACTOR AND ANY SUB CONTRACTORS SHALL FAMILIARIZE THEMSELVES WITH EXISTING CONDITIONS AND PROJECT REQUIREMENTS PRIOR TO SUBMITTING A BID OR BEGINNING WORK. NO ALLOWANCES WILL BE MADE ON BEHALF OF THE CONTRACTOR OR SUB-CONTRACTORS FOR FAILURE

TO VISIT THE SITE.

4. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS BEFORE BEGINNING WORK. ANY CONFLICTS BETWEEN EXISTING CONDITIONS AND THE CONTRACT DOCUMENTS SHALL BE BROUGHT

IMMEDIATELY TO THE ATTENTION OF THE COR.

5. ALL WORK SHALL BE PERFORMED WITH A HIGH-LEVEL OF WORKMANSHIP.

6. THE CONTRACTOR SHALL VERIFY ALL PRODUCT TYPES AND QUANTITIES DURING SITE WALK

THROUGH, PRIOR TO PURCHASING ANY MATERIALS, EQUIPMENT, PRODUCTS OR LABOR.

7. THE CONTRACTOR SHALL VERIFY AND COORDINATE WITH ALL INSTALLERS TO ENSURE COMPLIANCE

WITH THE CONTRACT DOCUMENTS.

APPLICABLE VA STANDARDS

DESIGN AND CONSTRUCTION PROCEDURES (PG 18-3), TOPIC 1 - CODES, STANDARDS & EXECUTIVE ORDERS

SEPTEMBER 2013

EQUIPMENT GUIDE LISTS (PG 18-5)

ARCHITECTURAL BARRIER ACT ACCESSIBILITY STANDARDS (ABAAS), INCLUDING VA SUPPLEMENT BARRIER

FREE DESIGN GUIDE (PG 18-13)

AREA OF WORK

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

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

ENGINEERING DISCIPLINE:

G-001

COVER & DRAWING INDEX

SPEES DESIGN BUILD

625 1ST AVE, STE 301

SEATTLE, WA 98104

(206) 590-2118

RAY SPEES

RENOVATE BLDG 100, 2ND FL

FOR IR LAB REPLACEMENT

VA PUGET SOUND HEALTH CARE SYSTEM - 1660 S

COLUMBIAN WAY, SEATTLE WA 98108

663-CSI-021

9/26/2022 MK MC

CONSTRUCTION

DOCUMENTS

RENOVATE BLDG 100, 2ND FLOOR FOR IR LAB REPLACEMENT

VA PUGET SOUND HEALTH CARE SYSTEM - 1660 S COLUMBIAN WAY, SEATTLE, WA 98108

PROJECT #: 663-CSI-021DRAWING INDEX

PAGE # SHEET # SHEET NAME

GENERAL

01 OF 47 G-001 COVER & DRAWING INDEX

02 OF 47 GS101 FACILITY SITE PLAN

STRUCTURAL

03 OF 47 S-001 GENERAL STRUCTURAL NOTES AND SHEET INDEX

04 OF 47 S-002 ABBREVIATIONS AND SPECIAL INSPECTION SCHEDULE

05 OF 47 SF101 LEVEL 2 - FRAMING PLAN

06 OF 47 SF102 LEVEL 2 - CEILING FRAMING PLAN

07 OF 47 SF401 ENLARGED PARTIAL FRAMING PLAN

08 OF 47 SF501 TYPICAL SECTIONS AND DETAILS

ARCHITECTURAL

09 OF 47 A-001 ARCHITECTURAL SYMBOLS & ABBREVIATIONS

10 OF 47 AS101 ICRA PLAN

11 OF 47 AS201 FIRE AND LIFE SAFETY

12 OF 47 AD101 DEMO FLOOR PLAN

13 OF 47 AD102 DEMO CEILING PLAN

14 OF 47 AE101 FLOOR PLAN

15 OF 47 AC101 CEILING PLAN

16 OF 47 AE421 INTERIOR ELEVATIONS

17 OF 47 A-501 DETAILS

18 OF 47 A-601 SCHEDULES & TYPES

19 OF 47 AW001 SIGNAGE LOCATION PLAN & MESSAGE SCHEDULE

FIRE PROTECTION

20 OF 47 FX101 DEMOLITION & FLOOR PLAN - FIRE PROTECTION

MECHANICAL

21 OF 47 M-001 LEGEND & ABBREVIATION SHEET

22 OF 47 MD101 SECOND FLOOR DEMO PLAN - MECHANICAL

23 OF 47 M-102 SECOND FLOOR PLAN - MECHANICAL

24 OF 47 M-103 SECOND FLOOR INTERSTITIAL PLAN - PIPING

25 OF 47 M-501 DETAILS - MECHANICAL

26 OF 47 M-601 SCHEDULES - MECHANICAL

ELECTRICAL

27 OF 47 E-001 ABBREVIATIONS, GENERAL NOTES, AND SHEET INDEX

28 OF 47 E-002 ELECTRICAL LEGENDS

29 OF 47 ED101 LEVEL 2 - ELECTRICAL AND SPECIAL SYSTEMS DEMOLITION PLAN

30 OF 47 ED102 LEVEL 2 - LIGHTING DEMOLITION PLAN

31 OF 47 EL101 LEVEL 2 - LIGHTING PLAN

32 OF 47 EP101 LEVEL 2 - ELECTRICAL PLAN - RECEPTACLES AND GENERAL EQUIPMENT

33 OF 47 ET101 LEVEL 2 - SPECIAL SYSTEMS PLAN

34 OF 47 EP401 LEVEL 2 - ENLARGED ELECTRICAL PLAN - IMAGING EQUIPMENT

35 OF 47 EP402 ENLARGED SUBSTATION 'B' ELECTRICAL PLAN

36 OF 47 E-501 ELECTRICAL DETAILS

37 OF 47 E-502 ELECTRICAL DETAILS

38 OF 47 E-503 ELECTRICAL DETAILS

39 OF 47 E-504 ELECTRICAL DETAILS

40 OF 47 E-601 ONE-LINE DIAGRAM - CLOSET D-E

41 OF 47 E-602 PARTIAL ONE-LINE DIAGRAM-SUBSTATION B

42 OF 47 E-603 ELECTRICAL SCHEDULES

43 OF 47 E-604 ELECTRICAL SCHEDULES

44 OF 47 E-605 ELECTRICAL SCHEDULES

45 OF 47 E-606 ELECTRCAL SCHEDULES

PLUMBING

46 OF 47 P-001 NOTES, LEGEND & SCHEDULES - PLUMBING

47 OF 47 P-101 SECOND FOOR PLAN - PLUMBING

Revisions: Date:

3/16" = 1'-0"

LEVEL 2 AREA OF WORK PLAN

PROJECT

NORTH

SO. SNOQUALMIE ST.

SO. ALASKA ST.

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LU

M B

IAN

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AY

S O

B E A C O N

A V E

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SOUTH DRIVE

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LOT "E"

LOT"D"

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BUILDING 100

NURSING TOWER

LIVING

CENTER

COMMUNITY

MHR BUILDING

BUILDING 100

D&T

TRUE

NORTH

VA SEATTLE

1. COORDINATE CONTRACTOR STAGING AREA WITH VA COR

AT THE PRE-CONSTRUCTION MEETING. THIS INCLUDES,

BUT IS NOT LIMITED TO, AREAS TO BE USED FOR

MATERIAL STORAGE, ACCESS FOR MATERIAL DELIVERIES

AND TRANSPORTATION ROUTES TO THE PROJECT AREA.

2. DO NOT STORE PRODUCTS, MATERIALS, TOOLS,

EQUIPMENT, VEHICLES, OR ANY OTHER NON-PERMITTED

ITEMS ON MEDICAL CENTER PROPERTY UNLESS GIVEN

PRIOR APPROVAL BY THE VA COR.

3. A LIMITED AMOUNT OF SUPPLIES MAY BE STORED IN THE

CONSTRUCTION AREA AS LONG AS SAFETY AND

CLEANLINESS ARE NOT COMPROMISED. VA COR HAS

AUTHORITY TO REQUEST RELOCATION OF ANY AND

ALL STORED ITEMS TO A DIFFERENT LOCATION.

4. VERIFY CONTRACTOR STAGING AREA AND MATERIAL /

PRODUCT DELIVERY LOCATION WITH VA COR, PRIOR TO

BRINGING OR DELIVERING ITEMS TO THE MEDICAL

CENTER.

PROJECT BUILDING

AREA OF WORK

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

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

ENGINEERING DISCIPLINE:

GS101

FACILITY SITE PLAN

SPEES DESIGN BUILD

625 1ST AVE, STE 301

SEATTLE, WA 98104

(206) 590-2118

RAY SPEES

RENOVATE BLDG 100, 2ND FL

FOR IR LAB REPLACEMENT

VA PUGET SOUND HEALTH CARE SYSTEM - 1660 S

COLUMBIAN WAY, SEATTLE WA 98108

663-CSI-021

9/26/2022 MK MC

CONSTRUCTION

DOCUMENTS

1" = 60'-0"

FACILITY SITE PLAN

TRUE

NORTH

Revisions: Date:

LEGEND

GENERAL NOTES

KEY PLAN

Megan Snapshot

Megan Text Box 9/26/2022

GENERAL

CODES

DESIGN CRITERIA

SUBMITTALS

RENOVATION:

CONCRETE ANCHORAGE

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 ARCHITECT 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 ENGINEER 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 FOR APPROVAL 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 ENGINEER PRIOR TO

COMMENCING ANY WORK.

STRUCTURAL OBSERVATION SHALL BE PERFORMED PER IBC SECTION 1704.6

SPECIAL INSPECTION PER IBC SECTION 1704, SHALL BE PERFORMED BY AN AGENCY APPROVED BY THE BUILDING

OFFICIAL AND AS OUTLINED IN THE STRUCTURAL INSPECTION SCHEDULE.

BUILDING CODE: ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS AND THE INTERNATIONAL BUILDING CODE (IBC), 2018 EDITION, AS AMENDED BY THE

STATE OF WASHINGTON AND THE CITY OF SEATTLE.

STANDARDS: REFERENCE TO ASTM AND OTHER STANDARDS SHALL MEAN THE LATEST EDITION REFERENCED IN THE 2015 IBC, UNLESS NOTED IN THESE DOCUMENTS OR DESIGNATED BY THE GOVERNING CODE.

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 CORRIDOR (2ND FLOOR)

HOSPITAL LAB SPACES

80 1,000 YES

SNOW DESIGN DATA:

ROOF SNOW LOAD 25 PSF MIN UNIFORM SNOW

LOAD IN ACCORDANCE WITH SEAW WHITE PAPER 8-2010

WIND DESIGN DATA:

ANALYTICAL PROCEDURE DIRECTIONAL PROCEDURE, ASCE 7 CHAPTER 27

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)

EXPOSURE CATEGORY B (ASCE 7 SECTION 26.7.3)

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

ENCLOSURE CLASSIFICATION OPEN (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)

GUST EFFECT FACTOR G = 0.85 (ASCE 7 SECTION 26.9.1)

EARTHQUAKE DESIGN DATA:

SEISMIC-FORCE-RESISTING SYSTEM: CANTILEVERED COLUMN SYSTEM DETAILED TO CONFORM TO

THE REQUIREMENTS FOR TIMBER FRAMES AT COVERED WALKWAY

ANALYTICAL PROCEDURE: EQUIVALENT LATERAL FORCE PROCEDURE (COVERED WALKWAY)

SEISMIC RESPONSE COEFFICIENT: CS = 0.652

(ASCE 7 SECTION 12.8.1.1)

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

SITE CLASS D (ASCE 7 SECTION 11.4.2)

SS = 1.468 g (ASCE 7 SECTION 11.4.1)

S1 = 0.565 g (ASCE 7 SECTION 11.4.1)

SDS = 0.978 g (ASCE 7 SECTION 11.4.4)

SD1 = 0.565 g (ASCE 7 SECTION 11.4.4)

SEISMIC DESIGN CATEGORY D (ASCE 7 SECTION 11.6)

RESPONSE MODIFICATION COEFFICIENT R = 1.5 (ASCE 7 TABLE 12.2-1)

SHOP DRAWINGS SHALL BE SUBMITTED FOR REVIEW PRIOR TO FABRICATION OR CONSTRUCTION OF THESE ITEMS:

EMBEDDED ITEMS IN CONCRETE

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 SUFFICIENT

TIME 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 ENGINEER, THE

DESIGN DRAWINGS AND SPECIFICATIONS SHALL CONTROL AND SHALL BE FOLLOWED.

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.

EXISTING REBAR SCANNING: THE GENERAL CONTRACTOR SHALL SELECT THE APPROPRIATE SCANNING METHODS BASED ON CONSTRUCTION MEANS AND METHODS REQUIRED TO INSTALL POST-INSTALLED ANCHORS IN ACCORDANCE WITH DETAILS. GROUND-PENETRATING RADAR, X-RAY, AND MAGNETIC-BASED METHODS ARE ALL ACCEPTABLE METHODS OF SCANNING. HOWEVER, CERTAIN METHODS MAY HAVE LIMITATIONS AND THE APPROPRIATE METHODS AND EQUIPMENT MUST BE DETERMINED BY THE CONTRACTOR PRIOR TO CONSTRUCTION.

DO NOT CUT, DAMAGE, OR REMOVE EXISTING REBAR TO INSTALL ANCHORS.

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.

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).

SHALLOW EMBEDMENT MECHANICAL ANCHORS TO THE UNDERSIDE OF CONCRETE SLABS SHALL BE

HILTI HDI-P TZ (ESR-4236) EXPANSION ANCHORS OR DEWALT MINI-UNDERCUT+ UNDERCUT ANCHOR (ESR-3912).

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.

NONSTRUCTURAL COMPONENTS (EQUIPMENT SUPPORT ANCHORAGE)

Rp = 2.5 (ASCE 7 TABLE 13.5-1) ap = 1.0 (ASCE 7 SECTION 13.5-1)

I = 1.5 (ASCE 7 SECTION 13.5-1)

ARCHITECTURAL COMPONENT COEFFICIENTS:

p

60 1,000 YES15

STEEL

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

DOCUMENTS:

AISC 360 "SPECIFICATION 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"

MATERIALS:

TYPE OF MEMBER ASTM SPECIFICATION YIELD

PLATES, ANGLES, CHANNELS A36 36 KSI

THREADED RODS (TR) AND BARS

ANCHOR RODS (AR) F1554 GRADE 36, WELDABLE

LOAD-INDICATING WASHERS F959, TYPE A325

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.

ALL WELDS 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).

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728 134th Street SW, Suite 200 Everett, Washington 98204 Ph: 425.741.3800 www.reidmiddleton.com © Copyright 2022 Reid Middleton, Inc.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

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

ENGINEERING DISCIPLINE:

RLCPNC

9/26/2022

S-001

GENERAL STRUCTURAL NOTES

AND SHEET INDEXSPEES DESIGN BUILD

625 1ST AVE, STE 301

SEATTLE, WA 98104

(206) 590-2118

RAY SPEES

RENOVATE BLDG 100, 2ND FL

FOR IR LAB REPLACEMENT

VA PUGET SOUND HEALTH CARE SYSTEM - 1660 S

COLUMBIAN WAY, SEATTLE WA 98108

663-CSI-021

9/26/2022

CONSTRUCTION

DOCUMENTS

XX OF 38Revisions: Date:

Megan Rectangle

Megan

SPECIAL INSPECTION SCHEDULE

SPECIAL INSPECTION OF CONCRETE CONSTRUCTION

ABBREVIATIONS

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 --X

- X ACI 318: 17.8.2 -

a. ADHESIVE ANCHORS INSTALLED IN HORIZONTALLY

OR UPWARDLY INCLINED ORIENTATIONS TO RESIST

SUSTAINED TENSION LOADS

b. MECHANICAL ANCHORS AND ADHESIVE ANCHORS

NOT DEFINED IN 4.a

SEE EARTHQUAKE DESIGN DATA SECTION OF THE GENERAL STRUCTURAL NOTES ON SHEET S001 FOR SEISMIC-FORCE RESISTING-SYSTEMS.

SEISMIC-FORCE-RESISTING SYSTEMS (INCLUDING DRAG STRUTS AND CHORDS) ARE SUBJECT TO SPECIAL INSPECTION IN ACCORDANCE WITH THE FOLLOWING SEISMIC AND NON-SEISMIC TABLES. STRUCTURAL SYSTEMS NOT PART OF THE SEISMIC-FORCE-RESISTING SYSTEM NEED ONLY BE

INSPECTED IN ACCORDANCE WITH NON-SEISMIC TABLES.

WHERE APPLICABLE, SEE ALSO IBC SECTION 1705.12, SPECIAL INSPECTIONS FOR SEISMIC RESISTANCE.

SPECIFIC REQUIREMENTS FOR SPECIAL INSPECTION SHALL BE INCLUDED IN THE RESEARCH REPORT FOR THE

ANCHOR ISSUED BY AN APPROVED SOURCE IN ACCORDANCE WITH 17.8.2 IN ACI 318, OR OTHER QUALIFICATION

PROCEDURES. WHERE SPECIFIC REQUIREMENTS ARE NOT PROVIDED, SPECIAL INSPECTION REQUIREMENTS SHALL BE

SPECIFIED BY THE REGISTERED DESIGN PROFESSIONAL AND SHALL BE APPROVED BY THE BUILDING OFFICIAL PRIOR

TO THE COMMENCEMENT OF WORK.

PLYWOODPLWD

APA AMERICAN PLYWOOD ASSOCIATION

BLKG BLOCKING

PENNYWEIGHT (NAILS)d

BC

DS

BOF

CA

DRAG STRUT

CONCRETE (EXPANSION) ANCHOR

BOTTOM CHORD

BOTTOM OF FOOTING

PA

NLG

GRD

HDR

POWDER ACTUATED

GIRDER

NAILING

HEADER

TOW

TC

SHTHG

TOP OF WALL

SHEATHING

TOP CHORD

TWS THREADED WELDED STUD

THREADED RODTR

SJI STEEL JOIST INSTITUTE

POUNDS PER CUBIC FOOTPCF

MILES PER HOURMPH

IJ ISOLATION JOINT

HIGH STRENGTH BOLTHSB

DEEPDP

DEMOLISH, DEMOLITIONDEMO

DIVIDER BEAM, DROPPED BEAMDB

AMERICAN SOCIETY OF CIVIL ENGINEERSASCE

AMERICAN IRON AND STEEL INSTITUTEAISI

ELEV ELEVATOR

JOIST

JOINT

JST

K

JT

POUND

LEVEL

KSI

LB, #

LEV

L

LL

LLH

LONGIT

LOC

LLV

LF

KSF

KIP (1,000 LB)

KIPS PER SQUARE FOOT

KIPS PER SQUARE INCH

LENGTH, ANGLE

LINEAL FOOT

LIVE LOAD

LONG LEG HORIZONTAL

LONG LEG VERTICAL

LONGITUDINAL

LOCATION, LOCATE

MATERIAL

MINIMUM

MAXIMUM

LSH

MATL

MB

MECH

MIN

MISC

MFR

MAX

NOMINAL

NUMBER

NF

NO, #

NOM

NIC

NS

NTS

OD

OC

N-S

MTL METAL

MECHANICAL

MANUFACTURER

MISCELLANEOUS

NEAR FACE

NOT IN CONTRACT

NORTH-SOUTH

NEAR SIDE

NOT TO SCALE

ON CENTER

OUTSIDE DIAMETER

MACHINE BOLT

LONG SLOTTED HOLE

OPENING

OPPOSITE

PANEL

PLACES

OPP

OPNG

PCC

OSH

PERPPL

PNL

PLCS

PEN

RADIUS

PS

PSI

PSF

PT

PVC

RD

R, RAD

P.T.

PREFAB

PP, PJP

PRECAST CONCRETE

PENETRATION

PERPENDICULAR

PLATE, PROPERTY LINE

PARTIAL JOINT PENETRATION

PREFABRICATED

PRESTRESSED CONCRETE

POUNDS PER SQUARE INCH

POUNDS PER SQUARE FOOT

POINT, PRESSURE TREATED

POLYVINYL CHLORIDE

ROOF DRAIN

POST-TENSIONED

OVERSIZED HOLE

OUTSIDE FACEO.F.

LOW POINTLPT

AB

ACI

AND

AT

ANCHOR BOLT

ADJ

ANCH

ALT

AISC

AR

AWS

ASTM

ARCH

APPROX

ANCHOR ROD

APPROXIMATE

ANCHOR

ALTERNATE

ADDITIONALADDL

AMERICAN WELDING SOCIETY

AMERICAN SOCIETY FOR TESTING AND MATERIALS

ARCHITECT, ARCHITECTURAL

AMERICAN INSTITUTE OF STEEL CONSTRUCTION

ADJACENT, ADJUSTABLE

AMERICAN CONCRETE INSTITUTE

BAL

B/

BLDG

BF

BOT

BRG

BTWN

BU

BM

BALANCE

BETWEEN

BEARING

BOTTOM

BEAM

BUILDING

BUILT-UP

BRACED FRAME, BOTTOM FLANGE

BOTTOM OF

C

CANTIL

CC

CAP

CIP

CJ

CLR

CL

CG

CAPACITY

CLEAR

CENTERLINE

CAST-IN-PLACE

CANTILEVER

CONTROL JOINT, CONSTRUCTION JOINT

CENTER OF GRAVITY

CENTER-TO-CENTER

CAMBER, CHANNEL

COL

CONC

CONT

CONN

CONST

CU YD

CTR

COORD

CONTR

CUBIC YARD

CENTER, CENTERED

COORDINATE

CONTRACTOR

CONSTRUCTION

CONNECTION

CONCRETE

COLUMN

DBA

DBL

DET

DEG,

DIAG

DIA

DIM

DICA

DIAPH

DIMENSION

DIAPHRAGM

DIAGONAL

DIAMETER

DETAIL

DEGREE

DOUBLE

DEFORMED BAR ANCHOR

CONTINUE, CONTINUOUS

DRILLED-IN CONCRETE ANCHOR

CONCRETE MASONRY UNITCMU

REQUIRED

RETURN

SCHEDULE

SECTION

SHEET

SIMILAR

REQD

REINF

RTN

SCHED

SIM

SHT

SECT

SQUARE

STIFFENER

STIRRUP

STEEL

SUPPORT

SPEC

SPC

SST

STD

SSH

SQ

STL

STIR

STIF

SYMM

SPRT

STRUCT

SOG SLAB ON GRADE

SPACE, SPACED, SPACING

SPECIFICATION

STAINLESS STEEL

SHORT SLOTTED HOLE

STANDARD

STRUCTURAL

SYMMETRICAL, SYMMETRY

REINFORCING

TOP OF

THROUGH

SW

T&B T/

THK

THRU

TOF

TOS

TOC

TEMP

TYPICAL

WIDTH, WIDE FLANGE

WITH

WOOD

VERTICAL

TYP

UNO

W

WD

WHS

W/

VERT

TRANS

THICK, THICKNESS

TRANSVERSE

UNLESS NOTED OTHERWISE

WELDED HEADED STUD

TOP OF CONCRETE

TOP OF STEEL

TOP OF FOOTING

TOP AND BOTTOM

TEMPERATURE

SHEAR WALL

WEIGHTWT

WP

WWR

WORK POINT

WELDED WIRE REINFORCEMENT

W/O WITHOUT

DO

DN

DWL

DWG

EA

EE

EJ

EL

EF

(E), EXIST

ELEVATION

EACH FACE

EACH END

EACH, EPOXY (ADHESIVE) ANCHOR

EXISTING

DOWEL

DRAWING

DITTO

DOWN

ENGR

ETC

ES

EQUIP

EQ

EMBED

EXP

EW

E-W

FD

EXT

ET CETERA

FLOOR DRAIN

EAST-WEST

EACH WAY

EXPANSION

EXTERIOR

EMBEDMENT

ENGINEER

EQUIPMENT

EACH SIDE

ELECTRICALELEC

EXPANSION JOINT

EARTHQUAKE, EQUAL

FF

FEMA

FDN

FIN

FLG

FLR

FS

FT, '

FTG

GALV

GA

FAR SIDE

GALVANIZED

FEET

FOOTING

GAGE, GAUGE

FOUNDATION

FAR FACE, FINISH FLOOR

FINISH

FLOOR

FLANGE

GEN

GB, GR BM

GRND

HGR

HPT

HK

HORIZ

HIGH POINT

HANGER

HOOK

HORIZONTAL

GROUND

GRADE BEAM

GENERAL

FEDERAL EMERGENCY MANAGEMENT AGENCY

INSIDE FACE

INCH

INCLUDE

INFORMATION

INTERIOR

HT

HSS

I.F.

IBC

ID

INFO

INCL

IN, "

INT

HEIGHT

INTERNATIONAL BUILDING CODE

HOLLOW STRUCTURAL SECTION

INSIDE DIAMETER

DEAD LOADDL

REFERENCEREF

PLF POUNDS PER LINEAR FOOT

LONG LEGS BACK TO BACKLLBB

COMPLETE JOINT PENETRATIONCJP, CP

REMAINDERREM

OPEN WEB JOISTOWJ

CONCRETE REINFORCED STEEL INSTITUTECRSI

STAG STAGGER, STAGGERED

MF MOMENT FRAME

CONTROL DENSITY FILLCDF

BP BASE PLATE

DESIGN-BUILDD-B

EXT GR EXTERIOR GRADE

GL, GLU LAM GLUE LAMINATED WOOD

GLB GLUE LAMINATED BEAM

HLDN HOLD DOWN

PRCST PRECAST

REBAR REINFORCING STEEL BARS

T&G TONGUE AND GROOVE

LVL LAMINATED VENEER LUMBER

PSL PARALLEL STRAND LUMBER

GWB

HF HEM-FIR

GYPSUM WALL BOARD

FL

FOS

FLUSH LEDGER

FACE OF STUD

OSB

GE GABLE END

ORIENTED STRAND BOARD

SWS SHEAR WALL SCHEDULE

WIJ WOOD I-JOIST

LSL LAMINATED STRAND LUMBER

DIST DISTANCE

THP TENDON HIGH POINT

HD HOLDOWN

AFF ABOVE FINISHED FLOOR

FB FLUSH BEAM

DOUGLAS FIRDF

COR CONTRACTING OFFICERS REPRESENTATIVE

LSV LONG SIDE VERTICAL

STRUCTURAL STEEL SPECIAL INSPECTION

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

INFORMATION.

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 - 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

INACCORDANCE 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.

STEEL DETAILS

REFERENCED

STANDARD

INSPECT THE FABRICATED STEEL AND ERECTED STEEL FRAME TO VERIFY COMPLIANCE WITH

THE DETAILS SHOWN ON THE CONSTRUCTION DOCUMENTS, SUCH AS BRACES, STIFFENERS,

MEMBER LOCATIONS AND PROPER APPLICATION OF JOINT DETAILS AT EACH CONNECTION

INSPECTION TASKS QC

AISC 360 CH. N

QA

QC QA

WELDING

INSPECTION TASKS PRIOR TO WELDING

IBC

REFERENCE

REFERENCED

STANDARD

QAINSPECTION TASKS PRIOR TO WELDING QC

WELDING PROCEDURE SPECIFICATIONS (WPSS) AVAILABLE

CHECK WELDING EQUIPMENT

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

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

CONFIGURATION AND FINISH OF ACCESS HOLES

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)

MATERIAL IDENTIFICATION (TYPE / GRADE)

MANUFACTURER CERTIFICATIONS FOR WELDING CONSUMABLES AVAILABLE

WELDER IDENTIFICATION SYSTEM 1

PP

PP

OO

OO

OO

-O

OO

OO

AISC 360 CH. N

AND AWS D1.1

1705.2.1

IBC

REFERENCE

REFERENCED

STANDARD

WELDING TECHNIQUES, INTERPASS AND FINAL CLEANING, EACH PASS WITHIN

PROFILE LIMITATIONS, EACH PASS MEETS QUALITY REQUIREMENTS

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

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

INTERPASS TEMPERATURE MAINTAINED (MINIMUM / MAXIMUM),

PROPER POSITION (F, V, H, OH)

ENVIRONMENTAL CONDITIONS, WIND SPEED WITHIN LIMITS, PRECIPITATION AND

TEMPERATURE

NO WELDING OVER CRACKED TACK WELDS

CONTROL AND HANDLING OF WELDING CONSUMABLES, PACKAGING, EXPOSURE

CONTROL

USE OF QUALIFIED WELDERS

INSPECTION TASKS DURING WELDING QAQC

OO

OO

OO

OO

OO

OO

AISC 360 CH. N

AND AWS D1.1

1705.2.1

INSPECTION TASKS DURING WELDING

IBC

REFERENCE

REFERENCED

STANDARD

INSPECTION TASKS AFTER WELDING

INSPECTION TASKS AFTER WELDING QAQC

DOCUMENT ACCEPTANCE OR REJECTION OF WELDED JOINT OR MEMBER

REPAIR ACTIVITIES

BACKING REMOVED AND WELD TABS REMOVED (IF REQUIRED)

k-AREA 2

ARC STRIKES

WELDS MEET VISUAL ACCEPTANCE CRITERIA, CRACK PROHIBITION, WELD / BASE-

METAL FUSION, CRATER CROSS SECTION, WELD PROFILES, WELD SIZE, UNDERCUT,

POROSITY

SIZE, LENGTH AND LOCATION OF WELDS

WELDS CLEANED OO

PP

PP

PP

PP

PP

PP

PP

AISC 360 CH. N

AND AWS D1.1

1705.2.1

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 WELD.

37358

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728 134th Street SW, Suite 200 Everett, Washington 98204 Ph: 425.741.3800 www.reidmiddleton.com © Copyright 2022 Reid Middleton, Inc.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

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

ENGINEERING DISCIPLINE:

RLCPNC

9/26/2022

S-002

ABBREVIATIONS AND SPECIAL

INSPECTION SCHEDULESPEES DESIGN BUILD

625 1ST AVE, STE 301

SEATTLE, WA 98104

(206) 590-2118

RAY SPEES

RENOVATE BLDG 100, 2ND FL

FOR IR LAB REPLACEMENT

VA PUGET SOUND HEALTH CARE SYSTEM - 1660 S

COLUMBIAN WAY, SEATTLE WA 98108

663-CSI-021

9/26/2022

CONSTRUCTION

DOCUMENTS

XX OF XXRevisions: Date:

Megan Rectangle

Megan

M A T C H

LI

N E

A F P N T C

A F P N T B

M A T C H

LI

N E

A F P N T B

A F P N T A

M A T C H

LI

N E

A F P N T B

A F P N T A

AREA SHOWN

PROJECT

NORTH

595 SF

IR LAB

S2.134

253 SF

CONTROL

S2.182

44 SF

EQUIPMENT

S2.132

64 SF

EQUIPMENT

2D-159

CORRIDOR

2D-160

CORRIDOR

2D-161

340 SF

VIEWING

2D-162

643 SF

SPECIAL

PROCEDURES

2D-163

18 SF

TELEPHONE

2D-166

41 SF

VESTIBULE

2D-167

STAIR #5

2D-168

123 SF

ELECTRICAL

2D-164

MECHANICAL #12

2D-169

51 SF

W TOILET

2D-170

18 SF

SIGNAL

2D-165

SE

152-10

SE

152-10

SE

114-0

SE

114-0

NE

380-0

NE

380-0

NE

342-0

NE

342-0

SE

SE

37358

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728 134th Street SW, Suite 200 Everett, Washington 98204 Ph: 425.741.3800 www.reidmiddleton.com © Copyright 2022 Reid Middleton, Inc.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

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

ENGINEERING DISCIPLINE:

RLCPNC

9/26/2022

SF101

LEVEL 2 - FRAMING PLAN

SPEES DESIGN BUILD

625 1ST AVE, STE 301

SEATTLE, WA 98104

(206) 590-2118

RAY SPEES

RENOVATE BLDG 100, 2ND FL

FOR IR LAB REPLACEMENT

VA PUGET SOUND HEALTH CARE SYSTEM - 1660 S

COLUMBIAN WAY, SEATTLE WA 98108

663-CSI-021

9/26/2022

CONSTRUCTION

DOCUMENTS

XX OF XX

LEGEND

GENERAL NOTES

KEY PLAN

1/4" = 1'-0"

LEVEL 2 - FRAMING PLAN

PROJECT

NORTH

1. ADJACENT ROOMS TO REMAIN OPERATIONAL DURING CONSTRUCTION. SEE

AS101 FOR CONSTRUCTION PHASE BOUNDARIES.

2. SEE SHEET SF102 FOR TYPICAL CEILING-HUNG EQUIPMENT SUPPORT LAYOUT.

3. SEE SHEET SF401 FOR TYPICAL MECHANICAL DUCT AND EQUIPMENT

SUPPORT DETAILS IN THE INTERSTITIAL SPACE. COORDINATE

REQUIREMENTS WITH MECHANICAL LAYOUT.

4. COORDINATE EQUIPMENT SUPPORT INFORMATION WITH SUPPLIER LAYOUT

AND REQUIREMENTS.

Revisions: Date:

Megan Rectangle

Megan

T C H

LI

N E

A F P N T C

A F P N T B

M A T C H

LI

N E

A F P N T B

A F P N T A

M A T C H

LI

N E

A F P N T B

A F P N T A

595 SF

IR LAB

S2.134

253 SF

CONTROL

S2.182

44 SF

EQUIPMENT

S2.132

64 SF

EQUIPMENT

2D-159

CORRIDOR

2D-160

CORRIDOR

2D-161

340 SF

VIEWING

2D-162

643 SF

SPECIAL

PROCEDURES

2D-163

18 SF

TELEPHONE

2D-166

41 SF

VESTIBULE

2D-167

STAIR #5

2D-168

123 SF

ELECTRICAL

2D-164

MECHANICAL #12

2D-169

51 SF

W TOILET

2D-170

18 SF

SIGNAL

2D-165

SE

152-10

SE

152-10

SE

114-0

SE

114-0

NE

380-0

NE

380-0

NE

342-0

NE

342-0

SE

SE

SUPPLIER FURNISHED SUPPORT RAILS, TYP EACH

SIDE OF RADIATION SHIELD CARRIAGE SUPPORT

UNISTRUT P1001, TYP EACH SIDE OF

CEILING OUTLET SUPPORT, ATTACH

TO (E) P1001 RAILS WITH 3/4" DIA

CHANNEL NUT AT EACH END, TYP

SUPPLIER

FURNISHED

SUPPORT

RAILS, UNO

SUPPLIER

FURNISHED

SUPPORT

RAILS, UNO

SUPPLIER FURNISHED SUPPORT RAILS, TYP EACH

SIDE OF RADIATION SHIELD CARRIAGE SUPPORT

SUPPLIER FURNISHED

SUPPORT RAILS

UNISTRUT P1001 SUPPORT RAIL, TYP

AT EACH (E) STRUT LOC, FULL WIDTH

OF ROOM FOR CEILING SUPPORT,

FIELD VERIFY (E) LAYOUT AND COORD

WITH ARCH CEILING PLAN AND

DETAILS PRIOR TO FABRICATION, SEE

B2/SF401 FOR SPACER CONNECTION

AT APPROXIMATELY 26" OC, TYP

ALONG EACH RAIL, SEE SEE NOTE 5

FOR ADDL INFO

UNISTRUT P1001 STIF, TYP AT EACH RAIL LOC, SEE B4/SF401 FOR

CONN TO SUPPORT RAIL AND COORD WITH SUPPLIER LAYOUT

AREA SHOWN

PROJECT

NORTH

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728 134th Street SW, Suite 200 Everett, Washington 98204 Ph: 425.741.3800 www.reidmiddleton.com © Copyright 2022 Reid Middleton, Inc.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

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

ENGINEERING DISCIPLINE:

RLCPNC

9/26/2022

SF102

LEVEL 2 - CEILING FRAMING PLAN

SPEES DESIGN BUILD

625 1ST AVE, STE 301

SEATTLE, WA 98104

(206) 590-2118

RAY SPEES

RENOVATE BLDG 100, 2ND FL

FOR IR LAB REPLACEMENT

VA PUGET SOUND HEALTH CARE SYSTEM - 1660 S

COLUMBIAN WAY, SEATTLE WA 98108

663-CSI-021

9/26/2022

CONSTRUCTION

DOCUMENTS

1/4" = 1'-0"

LEVEL 2 - CEILING FRAMING PLAN

PROJECT

NORTH

LEGEND

GENERAL NOTES

KEY PLAN

1. ADJACENT ROOMS TO REMAIN OPERATIONAL DURING CONSTRUCTION. SEE

AS101 FOR CONSTRUCTION PHASE BOUNDARIES.

2. SEE SHEET SF102 FOR TYPICAL CEILING-HUNG EQUIPMENT SUPPORT LAYOUT.

3. SEE SHEET SF401 FOR TYPICAL MECHANICAL DUCT AND EQUIPMENT

SUPPORT DETAILS IN THE INTERSTITIAL SPACE. COORDINATE

REQUIREMENTS WITH MECHANICAL LAYOUT.

4. COORDINATE EQUIPMENT SUPPORT INFORMATION WITH SUPPLIER LAYOUT

AND REQUIREMENTS.

5. DO NOT DAMAGE THE EXISTING SUPPORT ANGLES AND THEIR CONNECTIONS.

REMOVAL OF EXISTING UNISTRUT MUST BE DONE IN A MANNER THAT AVOIDS

DAMAGE TO OTHER ELEMENTS AND SYSTEMS.

6. UNISTRUT REFERENCE INDICATES UNISTRUT, COOPER B-LINE, OR OTHER

EQUIVALENT.

Revisions: Date:

Megan

(E

W 6x

(E

W 6x

(E

W 6x

L6x4x3/8 (LLV)

10" DIA MAX OPENING

IN SLAB FOR DUCT

PENETRATIONS

L5x3x3/8 (LLH)

BELOW, TYP

ASSUMED CENTERLINE OF

TRUSSED SUBTEE'S @

32.75" OC (CONTR TO VERIFY)

NOTES:

1. THIS DETAIL SHOWS TYPICAL OPENINGS FOR MISCELLANEOUS M/E/P/FP OPENINGS IN THE INTERSTITIAL SLAB. THIS PARTIAL PLAN IS NOT INTENDED TO SHOW RELATIVE LOCATIONS OF THE OPENINGS IN THE INTERSTITIAL SLAB. COORDINATE OPENING LOCATIONS WITH ARCHITECTURAL, MECHANICAL, ELECTRICAL AND FIRE PROTECTION DRAWINGS.

2. PAIRS OF OPENINGS LOCATED 3'-0" OR CLOSER FROM EACH OTHER MAY RECEIVE COMBINED SUPPORT, AS SHOWN ABOVE. OPENINGS SPACED GREATER THAN 3'-0" SHALL RECEIVE

INDIVIDUAL SUPPORTS FOR EACH SIDE OF EACH OPENING.

E Q

E Q

L6x4x3/8 (LLV)

L6x4x3/8 (LLV)

(S E

E N

O T

E

EQUIP, SEE

NOTES 1, 2, & 3

NOTES:

1. COORDINATE EQUIPMENT SIZE AND LOCATION WITH MECHANICAL.

2. EQUIPMENT OPERATING WEIGHT SHALL NOT EXCEED 550 POUNDS.

3. ATTACH EQUIPMENT TO FRAME PER MANUFACTURER'S RECOMMENDS, (4) BOLTS MINIMUM.

4. SEE UNISTRUT REQUIREMENTS FOR ADDITIONAL HARDWARE, INCLUDING CHANNEL NUTS,

AS REQUIRED.

5. UNISTRUT ASSEMBLY INFORMATION SHALL BE UNISTRUT, COOPER B-LINE OR EQUAL.

P1000 STRUT TO DECK ABOVE

AT 1:1 ANGLE W/ P1546 CLIP,

TYP (2) PER CORNER, (8) TOTAL

BRACES, SEE B8/SF401 FOR

DECK CONN ABOVE

UNISTRUT P5500

CHANNELS, TYP

(4) SIDES OF UNIT

1/2" DIA ROD, TYP (4)

CORNERS, SEE B6/SF401

FOR DECK CONN ABOVE

CHANNEL TO

CHANNEL, TYP 1/8

5/8" DIA HILTI KWIK BOLTS

TZ OR APPROVED EQUAL

COOPER B-LINE 986-5/8

OR UNISTRUT OR

OTHER EQUIVALENT

CONC ON MTL DECK,

PER PLAN

NOTES:

1. SEE B10/SF401 FOR ADDITIONAL INFORMATION.

2. EQUIVALENT PRODUCTS FROM UNISTRUT AND COOPER B-LINE ARE ACCEPTABLE.

APPROVED EQUALS MAY BE USED, SUBJECT TO SUBMITTAL REVIEW.

3. SEE B6/SF401 FOR ROD, STIFFENER, AND MECHANICAL DUCT SUPPORT COORDINATION.

BRACES FOR DUCT SUPPORTS SHALL BE PROVIDED IN EACH DIRECTION (PARALLEL TO

DUCT AND PERPENDICULAR TO DUCT) AT 10-FEET ON-CENTER, MAXIMUM.

1" M

IN

, T

Y P

5"

1" MAX OFFSET, TYP

COOPER B-LINE B3083-5/8 OR UNISTRUT OR OTHER EQUIVALENT

COOPER B-LINE B3200-1/2 OR UNISTRUT OR OTHER EQUIVALENT

1/2" DIA ROD BRACED BY P1000 ROD STIFFENER

W/ P2485 CLIPS AND P3008 NUTS @ 12" OC

5/8" DIA HILTI KWIK BOLTS TZ OR APPROVED EQUAL

NOTES:

1. SEE B10/SF401 FOR ADDITIONAL INFORMATION AT PLATFORM LOCATIONS.

2. EQUIVALENT PRODUCTS FROM UNISTRUT AND COOPER B-LINE ARE ACCEPTABLE.

APPROVED EQUALS MAY BE USED.

3. COORDINATE WITH MECHANICAL SUPPORT REQUIREMENTS AT DUCT LOCATIONS.

DUCT SUPPORT HARDWARE SHALL BE PER MECHANICAL DRAWINGS AND

SPECIFICATIONS.

CONC ON MTL DECK, PER PLAN

UNISTRUT SUPPORT

RAIL, SEE PLAN

UNISTRUT BRACING

1/8

TYP

NOTES:

1. WELD NOTATION OF 2" INDICATES MINIMUM LENGTH PER SEGMENT,

WITH (4) TOTAL SEGMENTS PER CONNECTION LOCATION.

2. VERIFY 7" SPACER DEPTH WITH SUPPLIER PRIOR TO FABRICATION.

(E) INTERSTITIAL

SPACE FRAMING

(E) STL SUPPORT

ANGLE, TYP

HSS7x3x1/8x0'-7 1/2" (LSV)

UNISTRUT SUPPORT

RAIL PER PLAN

3/16" MIN

THROAT

1/8" MIN

THROAT 1 1/2"@3"

(E) SUPPORT PLATES

@ 42" OC +/- ALONG

STEEL ANGLE

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728 134th Street SW, Suite 200 Everett, Washington 98204 Ph: 425.741.3800 www.reidmiddleton.com © Copyright 2022 Reid Middleton, Inc.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

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

ENGINEERING DISCIPLINE:

RLCPNC

9/26/2022

SF401

ENLARGED PARTIAL FRAMING

PLANSPEES DESIGN BUILD

625 1ST AVE, STE 301

SEATTLE, WA 98104

(206) 590-2118

RAY SPEES

RENOVATE BLDG 100, 2ND FL

FOR IR LAB REPLACEMENT

VA PUGET SOUND HEALTH CARE SYSTEM - 1660 S

COLUMBIAN WAY, SEATTLE WA 98108

663-CSI-021

9/26/2022

CONSTRUCTION

DOCUMENTS

3/4" = 1'-0" F10TYPICAL DETAIL AT OPENINGS IN INTERSTITAL POURED GYPSUM SLAB

NTS B10

HANGING

EQUIPMENT SUPPORT IN INTERTITIAL SPACE

NTS B8TOP CONNECTION TO CONCRETE ON METAL DECK

NTS B6THREADED ROD CONNECTION TO CONCRETE DECK

NTS B4UNISTRUT BRACING CONNECTION

NTS B2SPACER AND SUPPORT RAIL CONNECTION

Revisions: Date:

Megan

SLAB ON DECK

PER PLAN

BM PER PLAN

MTL STUD

10 GA x 2 1/2" DP

TRACK W/ CONN

PER E8/SF501

1/

3/ 4"

TRACK

(2) ROWS OF

(4) #12 SCREWS

EACH SIDE OF SPLICE

UNPUNCHED STUD

GAGE TO MATCH TRACK

L16 GA x 1 1/2 x 1 1/2

BRIDGE CLIP, TYP

NOTES:

1. BRIDGING IS REQUIRED FOR LOADINGS APPLIED BEFORE SHEATHING IS ATTACHED TO BOTH

FLANGES. BRIDGING PROVIDES RESISTANCE TO ROTATION CAUSED BY WIND LOADING, AND

RESISTANCE TO BOTH ROTATIONAL AND MINOR AXIS BENDING CAUSED BY AXIAL LOADING.

2. BRIDGING SHALL BE EITHER WELDED OR SCREWED AS SHOWN.

(4) SCREWS

18 GA BRIDGING

CHANNEL @ 4'-0" OC

VERT MAX, TYP

16 GA 1/2

PLAN

TRACK TO MATCH TOTAL

STUD WIDTH, EACH SIDE

SCREWS @ 2'-0" OC

TYP (6) PLCS

SCREWS @ 2'-0" OC

TYP (4) PLCS

JAMB STUDS PER B10/SF501

& MTL FRAMING NOTES

CUT FLG & BEND WEB

TO FORM A 4" OVERLAP W/

(2) SCREWS EACH SIDE

HEADER TRACK

STUDS, PER PLAN OR SCHED

L 1 1/2 x 1 1/2, SAME GA AS STUD, LENGTH = STUD WIDTH LESS 1/2"

TRACK

SAME GA AS STUD

W/ 1" WIDE FLG MIN

USE (3) SCREWS

TO ATTACH L TO WEB

NOTES:

1. STUD WEBS SHALL BEAR AGAINST TRACK WEBS.

2. ATTACH ANGLE TO TRACK WITH SCREWS WHERE POSSIBLE. WHERE TRACKS IS ON

CONCRETE OR AGAINST STEEL, SHOOT (2) .138 MINIMUM DIA DRIVE PINS THROUGH EACH

ANGLE INTO CONCRETE OR STEEL.

3. ALL STUDS SUBJECT TO WIND LOADING SHALL BE ATTACHED TO TOP AND BOTTOM TRACKS

AS SHOWN.

METAL STUD WALL TYPES

DRIVE PIN SPACE

AT TRACKS, UNO

10'-0"

MAX WALL

HEIGHT

8'-0"

STUD

DEPTH

6"

4"

600S162-33

600S200-43

600S200-43

600S200-68

600S137-33

600S137-33

600S137-33

600S137-33

400S162-33

400S200-43

400S137-33

400S137-33

STUD

SPACING

16" OC

STUD TYPE

6" OC

5" OC

8" OC

6" OC

8" OC

10" OC

10'-0"

12'-0"

14'-0"

16'-0"

24" OC

16" OC

24" OC

16" OC

24" OC

16" OC

24" OC

16" OC

24" OC

16" OC

24" OC

METAL FRAMING NOTES:

1. METAL FRAMING USED SHALL CONFORM TO THE SPECIFICATIONS OUTLINED IN THE

GENERAL NOTES IN ADDITION TO REQUIREMENTS NOTED HERE.

2. METAL FRAMING AND STRAP BRACING SHALL BE GALVANIZED UNLESS NOTED OTHERWISE

CONFORMING AS FOLLOWS:

12, 14, 16 GAGE ASTM A653, QUALITY SQUARE GRADE 50, CLASS 1

18, 20 GAGE ASTM A653, QUALITY SQUARE GRADE 33.

3. ALL STUDS AND STUD GROUPS SHALL BE LATERALLY SUPPORTED TO PREVENT WEAK

AXIS BUCKLING BY CONNECTING EACH FLANGE TO GYPSUM WALLBOARD. WALLS WHICH

HAVE SHEATHING CONNECTED ON ONE SIDE ONLY SHALL HAVE UNSHEATHED FLANGES

LATERALLY SUPPORTED PER DETAIL.

4. TRACK SECTIONS SHALL BE UNPUNCHED WITH GAGE MATCHING STUDS, AND HAVE LEAST

1" FLANGES.

5. WELDING OF COLD-FORMED METAL FRAMING SHALL CONFORM TO AWS D1.3 AND SHALL

BE PERFORMED BY WELDERS QUALIFIED TO PRODUCE THE SPECIFIED CLASSES OF WELD.

6. SCREWS TO BE #8 SIZE, UNLESS NOTED OTHERWISE.

7. WALL FRAMING:

TWO STUD MINIMUM SHALL BE PROVIDED AT THE END OF ALL WALLS AND AT EACH

SIDE OF ALL OPENINGS. SEE DETAIL FOR FRAMING OF OPENINGS, UNLESS NOTED

OTHERWISE.

8. SEE DETAIL FOR REQUIRED BRIDGING.

9. SEE ARCHITECTURAL FOR SIZING AND DETAILING OF INTERIOR NON-BEARING WALLS.

10. TRACK CONNECTED TO CONCRETE OR STRUCTURAL STEEL SHALL BE FASTENED

WITH .138" MINIMUM DIAMETER DRIVE PINS AT SPACING PER TABLE BELOW.

F 8/

S F

TYP STUDS, PER NOTES

STUD GROUP, EACH SIDE

OF OPNG SEE B10/SF501

HEADER & SILL SEE F8/SF501

4'-0" MAX

SCHEDULE *

1/4" 3"

ROD DIAMETER "D" "A"

1/2" 3"

5/8" 3"

3/4" 3"

* VERIFY MINIMUM EMBEDMENT DEPTH "A"

WITH MANUFACTURER. THE GREATER

EMBEDMENT DEPTH SHALL GOVERN. DRILL

SIZE AND TYPE SHALL BE PER

MANUFACTURER'S RECOMMENDATION.

THREADED ROD WITH MATCHING NUT

AND WASHER AND CHEMICAL ADHESIVE

SEE STRUCTURAL NOTES

TOP OF CONCRETE

GROUT (WHERE INDICATED)

ROD DIA "D"

P R

O

JE

C

TI

O N

(M

IN

IM

U

M

"A

NOTES:

1. FINAL ANCHOR REQUIREMENTS TO BE DETERMINED AFTER ACCEPTANCE OF

CERTIFIED EQUIPMENT DRAWINGS.

2. FILL EACH HOLE IN EQUIPMENT BASES WITH ANCHOR. VERIFY HOLE SIZE PRIOR TO

DRILLING ANCHORS.

EQUIPMENT

ANCHOR EQUIPMENT WITH MINIMUM

(4) ADHESIVE ANCHORS,

(1 EACH CORNER) PER PLAN, SEE NOTES 1 AND 2

TOP OF SLAB PAD

LOCATE ANCHOR IN ACCORDANCE

W/ EQUIPMENT MFR DRAWINGS

3 1/2" (MIN)

(E) SLAB ON DECK

METAL STUD

10 GA x 2 1/2" DP

VERTICALLY SLOTTED

#8, TYP

3/8" DIA POWERS WEDGE BOLT + SCREW ANCHORS

W/ 2" EMBED @ 16" OC AT CONC TOPPED MTL

DECK, IF TRACK DOES NOT ALIGN W/ DECK FLUTE,

PROVIDE CONT 14 GA PL TO FLUTE EITHER SIDE

OF TRACK & ATTACH W/ 3/8" DIA POWERS WEDGE

BOLT + SCREW ANCHORS W/ 2" EMBED @ 16" OC

INTO EACH FLUTE

3/ 4"

SEE C10/SF501 SIMILAR

FOR CONN INFO, TYP

16 GAUGE MIN STUD BLKG

W/ 2" MIN WIDE FLANGE,

COORD BLKG LOC AND

EXTENTS W/ EQUIPMENT

MOUNTING AND BRACING

REQUIREMENTS

EQUIPMENT PAD

6"

#4x @ 18" AROUND PERIMETER OF PAD, DRILL

& GROUT W/ NON-SHRINK GROUT INTO SLAB, TYP

#4 @ 12" EACH WAY

CONC PAD f'c=3,000 PSI

CLEAN SURFACE PRIOR TO CONC POUR

3 1/2" MAX, SEE ELEC

3" MIN

1'-0" MAX

1/

2"

5/ 16"

5/

3/

37358

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728 134th Street SW, Suite 200 Everett, Washington 98204 Ph: 425.741.3800 www.reidmiddleton.com © Copyright 2022 Reid Middleton, Inc.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

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

ENGINEERING DISCIPLINE:

RLCPNC

9/26/2022

SF501

TYPICAL SECTIONS AND DETAILS

SPEES DESIGN BUILD

625 1ST AVE, STE 301

SEATTLE, WA 98104

(206) 590-2118

RAY SPEES

RENOVATE BLDG 100, 2ND FL

FOR IR LAB REPLACEMENT

VA PUGET SOUND HEALTH CARE SYSTEM - 1660 S

COLUMBIAN WAY, SEATTLE WA 98108

663-CSI-021

9/26/2022

CONSTRUCTION

DOCUMENTS

XX OF XX

NTS F10TYPICAL SLIP TRACK CONNECTION

NTS E10TYPICAL TOP TRACK SPLICE CONNECTION

NTS C10TYPICAL BRIDGING DETAILS

NTS B10TYPICAL SCREWED STUD GROUP

NTS F8TYPICAL NON-BEARING HEADER CONNECTION

NTS E8TYPICAL FIXED TRACK CONNECTION

NTS C8METAL FRAMING NOTES

NTS F6TYPICAL OPENING IN NON-BEARING WALL

NTS B6TYPICAL CONCRETE ANCHOR

NTS C6TYPICAL EQUIPMENT ANCHORAGE

NTS E6TYPICAL SLIP TRACK CONNECTION

NTS F4

TYPICAL

BLOCKING AT EQUIPMENT MOUNTING OR BRACING

Revisions: Date:

Revision 1 Date 1

NTS E4TYPICAL PAD DETAIL

Megan Rectangle

Megan

AB

ABA

AC(T)

ACM

ACW

ADA

ADJ

A/E

AF

AFF

AGG

ALT

ALUM

APPROX

ARCH

ASPH

A/V

BARR

BATH

BB

BLDG

BLK

BLKG

BLW

BM

BMTU

BO

BOC

BOS

BRC

BRKT

BRNG

BTM

BTWN

CAB

CC

CD

CJ

CLG

CLR

CMU

CO

COL

COMP

CONC

CONN

CONST

CONT

COORD

COR

CORR

CS

CT

CTR

CV

AND

ANGLE

AT

CENTERLINE

DEGREES

NUMBER

ANCHOR BOLT

ARCHITECTURAL BARRIERS ACT

ACOUSTICAL CEILING (TILE)

ASBESTOS CONTAINING MATERIAL

ACOUSTICAL WALL

AMERICANS W/ DISABILITIES ACT

ADJACENT

ARCHITECT/ENGINEER

ACCESS FLOOR

ABOVE FINISH FLOOR

AGGREGATE

ALTERNATE

ALUMINUM

APPROXIMATELY

ARCHITECT(URAL)

ASPHALT

AUDIO / VIDEO

BARRIER

BATHROOM

BACKER BOARD

BUILDING

BLOCK

BLOCKING

BELOW

BEAM

BONE MARROW TRANSPLANT UNIT

BOTTOM OF

BOTTOM OF CURB

BOTTOM OF SLAB

BRACE, BRACING

BRACKET

BEARING

BOTTOM

BETWEEN

CABINET

CONTRACTOR FURN, CONTRACTOR INST

CONSTRUCTION/CONTRACT DOCUMENTS

CONTROL JOINT

CEILING

CLEAR(ANCE)

CONCRETE MASONRY UNIT

CONTRACTING OFFICER

COLUMN

COMPOSITION

CONCRETE

CONNECTION

CONSTRUCTION

CONTINUOUS

COORDINATE

CONTRACTING OFFICER REPRESENTATIVE

CORRIDOR

CONCRETE SEALER

CERAMIC TILE

CENTER

CONTRACTOR FURNISHED, VA INSTALLED

HDR

HDWE

HM

HORZ

HPDL

HR

HT

HVAC

ICRA

ID

ILSM

INCL

INST

INSUL

INT

JT

KV

LAM

LAV

LCM

LT

MAT

MAX

MDF

MECH

MEP

MFR

MIN

MISC

MOD

MTL

N N/A

NEG

NO.

NOM

NTS

O.C.

OPNG

OPP

OPT

OVHD

P

PCONC

PCRA

PL

PLAM

PLY(WD)

PNL

PR

PRFB

PS

PT

PTN(S)

PVMT

QTY

HEADER

HARDWARE

HOLLOW METAL

HORIZONTAL

HIGH PRESSURE DECORATIVE LAM

HOUR

HEIGHT

HEATING, VENTILATION & AIR CONDITIONING

INFECTIOUS CONTROL RISK ASSESSMENT

INSIDE DIAMETER OR DIM

INTERIM LIFE SAFETY MEASURES

INCLUDE(D,ING)

INSTALL

INSULATION

INTERIOR

JOINT

KILOVOLT

LAMINATE(D)

LAVATORY

LEAD CONTAINING MATERIAL(S)

LIGHT

MATERIAL(S)

MAXIMUM

MEDIUM-DENSITY FIBREBOARD

MECHANIC(AL)

MECHANICAL, ELECTRICAL, PLUMBING

MANUFACTURE(R)

MINIMUM

MISCELLANEOUS

MODIFIED

METAL

NORTH

NOT APPLICABLE

NEGATIVE

NUMBER

NOMINAL

NOT TO SCALE

ON CENTER(S)

OPENING

OPPOSITE

OPTION(AL)

OVERHEAD

PAINT

PRECAST CONCRETE

PRE-CONSTRUCTION RISK ASSESSMENT

PLATE

PLASTIC LAMINATE

PLYWOOD

PANEL

PAIR

PREFABRICATED

PLASTIC

PRESSURE TREATED

PARTITION(S)

PAVEMENT

QUANTITY

RAD

RCP

REF

REINF

REP

REQ(s,(')D)

RESIL

REV

RF

RM

RMV

RO

S

SCHED

SD

SECT

SF

SFRM

SHG

SHT(G)

SIM

SM

SOW

SPEC

SQ

SS

ST

STDG

STL

STOR

STRUCT

SUSP

SV

SYS

TEMP

T&G

THK

THRESH

TOC

TOS

TPH

TRANS

TS

TYP

UON

VA

VAR

VB

VC

VERT

VIF

VV

W W/

WD

WDW

WGHT

W/O

WP

WR

RADIUS

REFLECTED CEILING PLAN

REFERENCE

REINFORCE(D,ING)

REPRESENTATIVE

REQUIRE(D,S,MENT(S))

RESILIENT

REVERSE

RADIO FREQUENCY / ROOF

ROOM

REMOVE

ROUGH OPENING

SOUTH

SCHEDULE

SCHEMATIC DESIGN

SECTION

SQUARE FEET

SPRAY APPLIED FIRE-RESISTIVE MATERIAL

SHINGLES

SHEET (SHEATHING)

SIMILAR

SEAM

SCOPE OF WORK

SPECIFICATION

SQUARE

STAINLESS STEEL

STAIN

STANDING

STEEL

STORAGE

STRUCTURAL

SUSPENDED

SHEET VINYL

SYSTEM

TEMPORARY

TONGUE AND GROOVE

THICK(NESS)

THRESHOLD

TABLE OF CONTENTS

TOP OF SLAB

TOILET PAPER HOLDER

TRANSITION

TUBE STEEL

TYPICAL

UNLESS OTHERWISE NOTED

VETERANS AFFAIRS

VARIES

VAPOR BARRIER

VA FURNISHED, CONTRACTOR INSTALLED

VERTICAL

VERIFY IN FIELD

VA FURNISHED, VA INSTALLED

WEST

WITH

WOOD

WINDOW

WEIGHT

WITHOUT

WATERPROOF(ING)

WATER RESISTANT

DBL

DC

DD

DEMO

DEPT

DG

DIA

DIM

DWN

DR

DTL

DWG

E

EA

EJ

ELEC

ELEV

ENG

EOC

EOP

EPDM

EQ

EQUIP

ES

ETS

EX(IST)

EXP

EXT

FA

FD

FE(C)

FF

FFB

FFL

FIN

FLASH

FLR

FLRSNT

FNDN

FOC

FOF

FOS

FP

FR

FRM

FT

FTG

FUR

FURN

GA

GALV

GE

G(W)B

GC

GL

GLB

GMU

GOV(T)

GYP

DOUBLE

DIRECT CURRENT

DESIGN DEVELOPMENT

DEMOLISH(ION)

DEPARTMENT

DESIGN GUIDE

DIAMETER

DIMENSION

DOWN

DOOR

DETAIL

DRAWING(S)

EAST

EACH

EXPANSION JOINT

ELECTRIC(AL)

ELEVATION OR ELEVATOR

ENGINEER(ING)

EDGE OF CURB

EDGE OF PAVEMENT

ETHYLENE PROPYLENE DIENE TERPOLYMER

EQUAL

EQUIPMENT

EACH SIDE

EXPOSED TO STRUCTURE

EXISTING

EXPANSION

EXTERIOR

FIRE ALARM

FLOOR DRAIN

FIRE EXTINGUISHER (CABINET)

FACTORY FINISH

FINISH FLOOR BREAK

FINISH FLOOR LINE

FINISH(ED)

FLASHING

FLOOR(ING)

FLORESCENT

FOUNDATION

FACE OF CONCRETE

FACE OF FINISH

FACE OF STUDS

FIRE PROOF

FIRE RATED

FRAME

FOOT, FEET

FOOTING

FURRING

FURNISHED

GAGE, GAUGE

GALVANIZED

GENERAL ELECTRIC

GYPSUM (WALL) BOARD

GENERAL CONTRACTOR

GRID LINE

GLUE LAMINATED BEAM

GLASS MASONRY UNIT

GOVERNMENT

GYPSUM BOARD

A101

1 TYP

101.1

A-101

SIM

EXTERIOR ELEVATION

INTERIOR ELEVATION

BUILDING SECTION FLAG

WALL SECTION FLAG

CALLOUT FLAG

VERTICAL GRID LINE

HORIZONTAL GRID LINE

TRUE NORTH ARROW

PROJECT NORTH ARROW

(TRUE NORTH DASHED)

ELEVATION MARKER

KEY NOTE

ROOM TAG (SF OPTIONAL)

CEILING HEIGHT TAG

ROOM NAME

150 SF

A

A-101

SIM

01A

TRUE

NORTH

W1

A-101

PROJECT

NORTH

WALL TAG

FLOOR TAG

ROOF TAG

DOOR TAG

WINDOW TAG

SPECIALTY EQUIPMENT TAG

SIGNAGE TAG

SIGNAGE KEY NOTE

(AW SHEETS ONLY)

SIGNAGE MATERIAL TAG

(AW SHEETS ONLY)

EXISTING TO REMAIN

NEW CONSTRUCTION

TO DEMOLISH

HIDDEN ABOVE OR BELOW

EXISTING DOOR TO REMAIN

EXISTING DOOR TO DEMOLISH

NEW DOOR

SMOKE ZONE

1 HR FIRE RATED WALL

2 HR FIRE RATED WALL

SMOKE RATED WALL

SMOKE & 1 HR FIRE RATED WALL

FIRE EXTINGUISHER CABINET

ISOLATED CONSTRUCTION ZONE

TEMPORARY ICRA AIR PRESSURE

TEMPORARY ICRA BARRIER

TEMPORARY ICRA DOOR

PATH OF TRAVEL

EMERGENCY EGRESS PATHWAY

SEISMIC JOINT

BATT INSULATION

RIGID INSULATION

GYPSUM BOARD, TYPE X

ACOUSTICAL CEILING TILE, 2' x 2'

CONCRETE

STEEL

PLYWOOD, FIRE RATED

EARTH

SUPPLY GRILLE PER MECHANICAL

(SIZE & PROPORTIONS MAY VARY)

RETURN GRILLE PER MECHANICAL

(SIZE & PROPORTIONS MAY VARY)

LIGHTING PER ELECTRICAL

(SIZE & PROPORTIONS MAY VARY)

A-101

A01

D88

A5175SOAP DISH

IN-04.02-01

AFF

GYP ON MTL STUD

9' - 0"

FEC

F-1

R-1

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

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

ENGINEERING DISCIPLINE:

A-001

ARCHITECTURAL SYMBOLS &

ABBREVIATIONSSPEES DESIGN BUILD

625 1ST AVE, STE 301

SEATTLE, WA 98104

(206) 590-2118

RAY SPEES

RENOVATE BLDG 100, 2ND FL

FOR IR LAB REPLACEMENT

VA PUGET SOUND HEALTH CARE SYSTEM - 1660 S

COLUMBIAN WAY, SEATTLE WA 98108

663-CSI-021

9/26/2022 MK MC

CONSTRUCTION

DOCUMENTS

SYMBOLS ABBREVIATIONS

GENERAL NOTES

APPLICABLE PUBLICATIONS

1. ALL WORK DONE BY THE CONTRACTOR OR SUB-CONTRACTORS SHALL BE PERFORMED WITH

A HIGH LEVEL OF WORKMANSHIP.

2. MAINTAIN A SAFE, CLEAN CONSTRUCTION ZONE AT ALL TIMES.

3. DO NOT SCALE DRAWINGS.

4. DIMENSIONS ARE NOT ADJUSTABLE UNLESS NOTED WITH A +/- SYMBOL. ONLY NORMAL

INDUSTRY STANDARD TOLERANCES ARE ACCEPTABLE DEVIATIONS FROM DIMENSIONS

INDICATED.

5. ALL DIMENSIONS NOTED AS CLEAR SHALL MAINTAIN THE FULL SPACE INDICATED WITHOUT

ENCROACHMENTS.

6. FURNISH ALL MATERIALS & PRODUCTS TO COMPLY WITH THE CONTRACT DOCUMENTS.

7. ALL VERTICAL HEIGHTS INDICATED ARE FROM THE FINISH FLOOR ELEVATION, UON.

8. ANY AND ALL WALL MOUNTED EQUIPMENT SHALL HAVE BLOCKING IN WALL BEHIND, THIS

INCLUDES BACKING FOR WALL MOUNTED DOOR STOPS. ENSURE THAT ALL REQUIRED

BACKING IS…