HomeMy WebLinkAbout330 S STILLAGUAMISH AVE_BLD6689_2026 i
COMMERCIAL MECHANICAL APPLICATION
• Community&Economic Development
City of Arlington• 18204 59th Ave NE•Arlington,WA 98223 • Phone(360) 403-3551
This application is for new, addition, altered or replaced mechanical installation and new or altered gas piping and
must be accompanied by ELECTRONIC CONSTRUCTION DRAWINGS and CUT SHEETS and/or information outlined
in the MECHANICAL SUBMITTAL REQUIREMENTS,if applicable.
Type of Permit: ❑ New Installation ❑ Addition P Alteration ❑ Replaced ❑ Gas Piping
Type I and Type II Hood Systems required submittal of the Commercial Mechanical Addenda
Property Address: 330 South Slllaguamish Ave Project Valuation: 25000
Lot#:1-021 parcel ID No.: 31051100102900 Preferred Contact: O Owner 0 Contractor
Project Description:
CT Scanner Renovation
Owner Name: Skagit Regional Health Office No.: (360) 435-2133
Email Address: myengich@skagitregionalhealth.org Cell No.:
Mailing Address: 330 S Stilaguamish Ave Cit ;Arlington State: WA Zip:98223
Contractor Name: Harris PNW Office No.: 360-255-3681
Email Address: hgilbert@harriscompany.com Cell No.: 360-255-3681
Mailing Address: 3436 Airport Dr city. Bellingham State: WA zip: 98226
L&I Contractor License Number: HARRIPN813JP Expiration Date: 04/17/26
• New gas piping requires a pressure test hooking to any appliance
• Sediment traps (drips) are required on all gas lines
• Gas lines are required to be supported/secured per IFGS,Section 415
• Proper Combustion air and venting required for all appliances
• A shut-off valve is required within 6 feet of each appliance
Gas Piping Specification and complete Schematic PAGE 3 O Not Applicable
O CSST 71 Brass O Other
Proposed Piping Material:
O Black Steel O Galvanized Steel
Proposed Piping Size: O 1/2" O 5/8 71 3/4" O 1" 71 11/2 O 2"
Inlet Pressure: Pressure Drop: Specific Gravity:
I hereby certify that the above information is correct and that the construction on,and the occupancy and the use of
the above described property will be in accordance with the laws,rules and regulation of the State of Washington.
Digitally signed by Holly Gilbert
Holly GilbertoNHarrsPNW,CNeHollyaGilbertPanycom Holly Gilbert 08/27/25
Date:
Signature Print Name Date
REV03.2022 Page 1 of 3
MECHANICAL PERMIT FEES (per unit
Type of Fixture No.of Units Cost per Unit Subtotal
Additional Plan Review fees x $ 75.00 = $
Air Conditioning Unit 15 100 Btu h x $ 15.00 = $
Air Conditioning Unit> 100 Btu h x $ 25.00 = $
Air Conditioning Unit> 500 Btu/hp x $ 50.00 = $
Air Handling Units x $ 15.00 = $
Base Mechanical Fee $ 25.00 $ 25.00
Boiler<100Btu h>3h x $ 15.00 = $
Boiler>1 million Btu/h<50hp x $ 25.00 = $
Boiler>1.5 million Btu/h<50hp x $ 50.00 = $
Boiler>100Btu h 3-15h x $ 15.00 = $
Boiler>500Btu h 15-30hp x $ 25.00 = $
Commercial Hoods-Type I x $ 25.00 = $
Commercial Hoods-Type II x $ 50.00 = $
Diffusers x $ 15.00 = $
Dryer Ducting x $ 15.00 = $
Ductwork(drawings required) x $ 25.00 = $
Evaporative Coolers x $ 15.00 = $
Exhaust Ventilation Fans x $ 15.00 = $
Fireplace/Insert/Stove x $ 15.00 = $
Forced Air Heat<_100 Btu h x $ 15.00 = $
Forced Air Heat>100 Btu h x $ 25.00 = $
Gas Clothes Dryer x $ 15.00 = $
Gas Fired Air Conditioning Unit 15 100 Btu h x $ 15.00 = $
Gas Fired Air Conditioning Unit> 100 Btu h x $ 25.00 = $
Gas Fired Air Conditioning Unit> 500 Btu/hp x $ 50.00 = $
Gas Pi in <_ 5 units x $ 15.00 = $
Gas Piping for each additional unit > 5 x $ 2.00 = $
Heat Exchangers x $ 15.00 = $
Heat Pump-Condensing Unit x $ 25.00 = $
Hot Water Heat Coils x $ 15.00 = $
Miscellaneous Appliance-regulated by x $ 15.00 _ $
mechanical code,not otherwise specified
Package Units:5 100 Btu > 100 Btu x $ 25.00 $50.00 = $
Range/Cook top-Gas Fired x $ 15.00 = $
Refrigeration Unit<_100Btu h x $ 15.00 = $
Refrigeration Unit>100Btu h x $ 25.00 = $
Refrigeration Unit>500Btu h x $ 50.00 = $
Re-inspection fee all x $ 75.00 = $
Unit Heaters <_ 100 Btu h x $ 15.00 = $
Unit Heaters>100 Btu h x $ 25.00 = $
Variable Air Volume Boxes (part of Air x $ 10.00 = $ 1 0
Conditioning System)
Wall Heaters-Gas Fired x $ 25.00 = $
Water Heater- Gas Fired x $ 25.00 = $
Permit Fee $35
Table 4-8; Plan Review Fee $
Processing/Technology Fee $25.00
Total $60
REV2.2024 Page 2 of 3
E V
PROJECT DATA
CASCADALLEY HOSPITAL SIZE
E 4.83 ACRES MEDICAL&OTHER HEALTH SERVICES
PARCEL# 31051100102900
TAXID# 91-0792201
LEGAL DESCRIPTION:
SEC 11 TWP 31 RGE 05RT-36)BEG NE COR SE1/4 NE114 TH S 660FTALG E LN SEC TPB TH W 439.56FT RUN PLW N LN SO SUB TH S 660FT MI TO S LN SO
SE114 NE1/4 TH E 439.54FT TO SE CDR SD SUB TH N 660FT M/L TPB LESS BEGON S LN SD SEi/4 NE 304FT W OF SE CORSO SUB TH N 20OFT TH W TO W LN
AFORE-SAID TR TH S TO SW CDR SO TR TH E ALG S LN SD SUB TPB ALSO LESS BEG NE CORSEi/4 NEi/4 TH S ALG E LN SD SUB 1122FT TPB TH W PLT S
LN SUB 229FT TH S PLT E LN SO SUB 116FT TO S LN SO SUB TH E ALG S LN SD SUB TO SE CDR THOF TH N ALG E LN SO SUB TPB EXC RD LESS S 25FT TH
OF TO CITY OF ARLINGTON&ALSO EXC ANY PTN OF BLDG ONLY DESC ON ACCT NO 113105-1-042-0003 LY THOF
ARCHITECTURAL ABBREVIATIONS ARCHITECTURAL SYMBOLS OWNER SITEADDRESS: 330 S STILLAGUAMISH AVENUE
ARLINGTON,WA 98223
& AND SKAGIT REGIONAL HEALTH
X 1415 EAST KINCAID STREET
ACT
ACOUSTIC CEILING TILE DETAIL REFERENCE MT.VERNON,WA 98273 PROJECT DESCRIPTION
AFF ABOVE FINISHED FLOOR
AHU AIR HANDLING UNIT REGIONAL DIRECTOR:MIKE YENGICH
ALT ALTERNATE myengich@skagitregionalhealth.org THIS PROJECT INVOLVES REPLACING THE EXISTING CT SCANNER AND INCLUDES NEW FINISHES,CASEWORK,AND DOOR HARDWARE.THE PROPOSED WORK
ALUM ALUMINUM 360-428-6416 DOES NOT CHANGE CURRENT USE,OCCUPANT LOAD,EGRESS,OR PLUMBING REQUIREMENTS. zo
AV AUDIO/VISUAL
BLDG BUILDING X ARCHITECT:JENNIFER SHEAHAN 0 ~a
CLG CEILING AL jsheahan@skagitregionalhealth.org 0, it
CLR CLEAR X'AX XX X INTERIOR ELEVATION 360-202-7550 O N
CMU CONCRETE MASONRY UNIT (�
COL COLUMN X
CONC CONCRETE - LU
CONT CONTINUOUS DESIGN TEAM
CPT CARPET DOOR TAG W
CT CERAMIC TILE
DIA DIAMETER STRUCTURAL D
-
DIM(S) DIMENSION(S) ROOM NAME FACET
DN DOWN ® ROOM NAME/NUMBER 2210 RIVERSIDE DRIVE w
DR DOOR STE.110 <
DS DOWNSPOUT MOUNT VERNON,WA 98273 �� _ •• - o
DTL DETAIL CONTACT:STEPHEN TABERT
DWG DRAWING ELEVATION DATUM stabert@f—tnw.com
DWR DRAWER 360-899-1110 d
(E) EXISTING
MECHANICAL
EA EACH z
ELEC ELECTRICAL C A ' COLUMN GRID ENGINEERING ECONOMICS,INC. _
ELEV ELEVATOR OR ELEVATION \_J\J STE.31201 25STERN AVENUE
ENE ENLARGED SEATTLE,WA 98101
EQU EQUAL CONTACT:DANA THOMAS z Sk4t Regign4 Health
EXIST EXISTING dana.thomas@eeiengineers.com
EXT EXTERIOR (') WALL TAG 206-622-1001 i
(F) FUTURE Y i
F-C FIBER CEMENT ELECTRICAL g
FCP FIBER CEMENT PANEL K ENGINEERS
FD FLOOR DRAIN 208 THIRD STREET
FE FIRE EXTINGUISHER OA WINDOW TAG LYNDEN,WA 98264 J
FEC FIRE EXTINGUISHER CABINET CONTACT:DILL DIEPHUIS
FF FINISHED FLOOR billdiephuis@k-engineers.com t
FF SAM FOIL FACED SELF-ADHERED MEMBRANE 360-354-4757
FLR FLOOR Z
FRT FIRE RETARDANT TREATED # Jp#f # CASEWORK TAG I
FDIC FURNISHED BY OWNER,INSTALLED BY CONTRACTOR yr_ LLI
GA GUAGE # ,;_ City of Arlington
GALV GALVANIZED _ ,,1
GLB GLUE LAMINATED BEAM Building Department W
GWB GYPSUM WALLBOARD REVISION INDICATOR J
HHB R HOUR616 _ APPROVED QU Q
INSUL INSULATION Ly Kevin Olander-09/02/2025
HC HOLLOW CORE
HM HOLLOW METAL REVISION NUMBER
HT SAM HIGH TEMP RESISTANT SELF-ADHERED MEMBRANE No changes authorized unless approved by a (n
HSS HOLLOW STEEL SECTION the Building Official LL] O
ILO IN LIEU OF I�
IN LINEAL FEET DRAWING INDEX .v
INT INTERIOR LL
Uj
MAX MAXIMUM ITE PLAN
MECH MECHANICAL QNRS W J w z
MFR MANUFACTURER - Z Q <o
MIN MINIMUM -
MISC MISCELLANEOUS Z > N?
MO MASONRY OPENING
MTL METAL GENERAL a ` - fQ, Q Q Q
IN NEW GO.0 COVER SHEET r ` ` v Q 0
NA NOT APPLICABLE G0.1 CODE SHEET ' \ �_
NFVA NET FREE VENT AREA \ �
NIC NOT IN CONTRACT CZ
N Z
OC ON CENTER INFECTION CONTROL I v _ U
OD OUTSIDE DIAMETER I "
Opp OPPOSITE IC1.0 1ST FLOOR INFECTION CONTROL PLAN
OH OPPOSITE HAND
ORWL OVERFLOW RAIN WATER LEADER I
PLYWD PLYWOOD ARCHITECTURAL
PNT PAINT OR PAINTED A1.0 1ST FLOOR ENLARGED PLAN • '"s: E MavLE S7REEf
PT PRESSURE TREATED R RISER A2.0 FINISH PLANS&SCHEDULE 12803 RED
• A _ REGISTE A.21 INTERIOR ELEVATIONS • -- -
REF REFERENCE OR REFRIGERATOR A3.0 TYPICAL MOUNTING HEIGHTS • y" ARCHITECT
READ REQUIRED A4.0 DETAILS • ^yryyQ/�,�/y�
RCP REFLECTED CEILING PLAN A4.1 DETAILS •REQ REQUIRED w
R&S ROD AND SHELF MECHANICAL
i J N IFcER nsHEH HON
RD ROOF DRAIN
RO ROUGH OPENING M0.0 COVER SHEET z
RM ROOM M0.1 SCHEDULES AND DETAILS LL
RWL RAIN WATER LEADER M0.2 SPECIFICATIONS
SC SOLID CORE M2.1 OVERALL FLOOR PLAN • _
SF SQUARE FOOT/FEET M2.2 DEMOLITION AND NEW WORK PLANS
SHWR SHOWER e
SHT SHEET ELECTRICAL INVESTIGATION BY: DRANN BY:
SI SQUARE INCH(ES) JS JS
_ 6
=
SIM SIMILAR EOA NOTES,LEGEND,AND INDEX : 1 .'4 DATE: PROJECT MGR:
SPEC SPECIFIED OR SPECIFICATION E2.1 GROUND FLOOR POWER PLAN _
SQU SQUARE E2.2 FIRST FLOOR POWER PLAN - • ` -�+ �- - 'a
• �� NEIT ROAD 02/07/2025 MY
SS STAINLESS STEEL E2.3 CT ROOM DEMO&POWER PLANS • '� - _ r Hicrl�alvo okNE 2.
STL STEAL E2.4 CT ROOM LIGHTING&ANCILLARIES PLANS • • - f( ;d
ST STREET E2.5 EQUIPMENT PLAN • �. .� .y3-1 SCALE: FILE NAME __
N.
STRUCT STRUCTURAL E6.1 POWER SYSTEM RISER DIAGRAM • ` ;T : - "� v ,�1- 1/8"=1'O" GO.O.DWG b6
T TREAD E6.2 POWER SYSTEM RISER DIAGRAM • - tf w „
TPD TOILET PAPER DISPENSER E6.3 PANEL SCHEDULE • -• r ) ¢€
TO TOP OF E6.4 PANEL SCHEDULE • i PROJECT No: 2025-4378
TOC TOP OF CONCRETE SHEET TITLE:
TOS TOP OF STEEL a pw
TYP TYPICAL EQUIPMENT `
UNO UNLESS NOTED OTHERWISE VCT VI NYL COMPOSITION TILE A701 ARCHITECTURAL EQUIPMENT PLAN • g
- €
VIF VERIFY IN FIELD S01 STRUCTURAL FLOOR PLAN • COVER SHEET
-
502 STRUCTURAL CEILING PLAN
VT VINYL TILE -
E1101 w ELECTRICAL DIMENSION PLAN
W/O WITHOUT TH E501 w ELECTRICAL DETAILS • -' l`�
WC WATER CLOSET
WDF WDEDFLANGE ,� VICINITY MAP SHEET NUMBER: �o
WRB WEATHER RESISTIVE BARRIER £"
WWF WELDED WIRE FABRIC p
NTS O.O J..8
i19
€8
APPLICABLE CODES DURING 2008 EXPANSION BUILDING INFORMATION IBC CODE SUMMARY BASEMENT OCCUPANCY AND EGRESS WIDTH
2006 INTERNATIONAL BUILDING CODE TOTAL FLOOR AREAS CHAPTER 3-USE AND OCCUPANCY CLASSIFICATION:
2006 INTERNATIONAL FIRE CODE BASEMENT: 14,400 SF 14,400 SF/100=
2006 INTERNATIONAL MECHANICAL CODE FIRST FLOOR: 36,737 SF BUILDING OCCUPANCIES 144 OCCUPANTS
2006 INTERNATIONAL FUEL GAS CODE 1987 TOWER-BLDG 1 14,400 SF
2006 UNIFORM PLUMBING CODE AND PLUMBING STANDARDS 2008 EXPANSION-BLDG 2 22,337 SF HOSPITAL: 1-2 144/2=72
2006 INTERNATIONAL PROPERTY MAINTENANCE CODE SECOND FLOOR: 30,995 SF BUSINESS: B
2005 NATIONAL ELECTRICAL CODE 1987 TOWER-BLDG 1 14,400 SF ASSEMBLY: A-2,A-3
2006 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES(ICC/ANSI 117.1) 2008 EXPANSION-BLDG 2 16,595 SF
2006 INTERNATIONAL EXISTING BUILDING CODE THIRD FLOOR: 14,400 SF
2006 INTERNATIONAL LIFE SAFETY CODE CHAPTER 4-SPECIAL DETAILED REQUIREMENTS BASED ON USE AND OCCUPANCY:
2006 FGI DESIGN AND CONSTRUCTION GUIDELINES TOTAL BUILDING AREA: 96,532 SF 72
M.R.I.BUILDING: 1,123 SF AREA OF REFUGE CALCULATIONS 72
MECHANICAL BUILDING: 325 SF
SMOKE COMPARTMENT 1-1ST FLOOR 72 X 0.2=14.4"
OCCUPANCY AREAS 106/3 SF/OCCUPANTS
=PA OCCUPANTS X 6 0.=636 SF REQ'D<36"ACTUAL 72 X 0.2=14.4"
BASEMENT: E /3=36 OCCUPANTS PER DOOR;X 0.2=7.2"REQ'D<qq^ACTUAL REQ'D<36"ACTUAL
I-2 HOSPITAL SUPPORT 11,385 SF SMOKE COMPARTMENT 2-2ND FLOOR
SITE INFORMATION B BUSINESS OFFICES 3,015 SF 7.749 BE/100=78 OCCUPANTS X 6 SF=468 BE
78/3=26 OCCUPANTS PER DOOR;X 0.2=5.2"REQ'D<44"ACTUAL
FIRST FLOOR:
GROSS FOOTPRINT OF BUILDINGS: 22,744 SF B ADMINISTRATIVE 15,365 SF
GROSS FOOTPRINT OF PARKING AREAS: 42,588 SF 1-2 HOSPITAL 19,427 SF CHAPTER 5-GENERAL BUILDING HEIGHTS AND AREAS:
OTHER IMPERVIOUS AREA: 15,218 SF A-3 ASSEMBLY 1,945 SF FIRST FLOOR OCCUPANCY AND EGRESS WIDTH
LANDSCAPING AREA: 19,748 SF ALLOWABLE: 1-2: 4 STORIES,160 FT MAXIMUM
SECOND FLOOR: A-2: 11 STORIES,160 FT MAXIMUM
TOTAL SITE AREA: 100,298 SF B ADMINISTRATIVE 5,442 SF A-3: 11 STORIES,160 FT MAXIMUM
ROOF GARDEN 1,895 SF B: 11 STORIES,160 FT MAXIMUM
1-2 HOSPITAL 20,384 SF 14,400 SF/100=
A-2 DINING&SERVERY 3,121 SF ACTUAL HEIGHT: 1987 WING IS 4 STORIES,57'-9 1/2"ABOVE GRADE PLANE 144 OCCUPANTS Zp
A-3 CHAPEL 1535E 144+86=230/2=115
F
MAX ALLOWABLE AREA: UNLIMITED a
THIRD FLOOR:
U
I-2 HOSPITAL 14,400 SF 115 X 0.2=23" 0 N
CHAPTER 6-TYPES OF CONSTRUCTION: REQ'D<42"ACTUAL r 115 X 0.2=23" (� a
CONSTRUCTION TYPE: I-B /J/ REQ'D<36"ACTUAL w
FIRE-RESISTANCE RATING REQUIREMENTS: 115 115 LU
BUILDING ELEMENT: 2 HR 86 X 0.2=17.2"
BEARING WALLS: REQ'D<44"ACTUAL
-INTERIOR: 2 HR to
-EXTERIOR: 2 HR 19,197 SF/100=192 OCCUPANTS 66
NON BEARING WALLS: (n
-INTERIOR:
0 HR 230 SF/15(WAITING)-16 OCCUPANTS a
FLOOR CONST: 2 HR =208 OCCUPANTS TOTAL o
ROOFCONST: 1 HR 208+50=258/3=86
ROOF IS WITHIN 20'OF FLOORS BELOW
HEAVY TIMBER IS USED IN LOBBY AREA o
Z
SHAFT ENCLOSURES: 2 HR 86 X 0.2=17.2"
CORRIDORS: 0 HR,SMOKE TIGHT REQ'D<72"ACTUAL
SMOKE BARRIER: 1 HR
ELEVATOR RMS: 2 HR 66 1-,, ,,1 ,,,,1
M.R.I.BUILDING: III 50 Skagit Regional Health
B OCCUPANCY �86
EXTERIOR WALLS: 1 HR N&W
OHR S&E
SEPARATION DIMS: 11'-0"MRI WEST TO 1987 BLDG 86 X 0.2=17.2" 2,985 SF/15=
16'-4"MRI SOUTH TO 2008 BLDG REQ'D<36"ACTUAL 199 OCCUPANTS
50 199/4=50
CHAPTER 7-FIRE AND SMOKE PROTECTION FEATURES: 50 X 0.2=10" 50 50
FIRE BARRIER REQUIREMENTS: REQ'D<72"ACTUAL 50 X 0.2=10"
A TO I OCCUPANCY=1HR FIRE BARRIER SEPARATION REQ'D<36"ACTUAL Z
FIRE RESISTANCE RATING REQUIREMENTS: W
tt I I TWO HOUR MACHIN PROVIDED OMENCLOS FUTURE FLEXIBILITY SECOND FLOOR OCCUPANCY AND EGRESS WIDTH
TWO HOUR MACHINE ROOM ENCLOSURES PROVIDED
W
CHAPTER 8-INTERIOR FINISHES: !1 J
14,400 27=2 1 V
lr�y/yry ASSEMBLY:A-2&A-3 Q
144 OCCUPANTS Q
INTERIOR EXIT STAIRWAYS,RAMPS AND PASSAGEWAYS:CLASS 6 J
CORRIDORS AND ENCLOSURES FOR EXIT ACCESS STAIRWAYS:CLASS B 144+127=271/2=136 ^^
ROOMS AND ENCLOSED SPACES:CLASS C LL
0 BUSINESS:B 136X0.2=27.2"
INTERIOR EXIT STAIRWAYS,RAMPS AND PASSAGEWAYS:CLASS B REQ'D 136"ACTUAL 136 X 0.2=27.2" O
CORRIDORS AND ENCLOSURES FOR EXIT ACCESS STAIRWAYS:CLASS C REQ'D<36"ACTUAL
tt 6 6 ROOMS AND ENCLOSED SPACES:CLASS C
PROJECT LOCATION MECHANICAL - HOSPITAL:1-2 136 W
N
BUILDING NTERIOR EXIT STAIRWAYS,RAMPS AND PASSAGEWAYS:CLASS 6 136 N
b, CORRIDORS AND ENCLOSURES FOR EXIT ACCESS STAIRWAYS:CLASS B 14,285 SF 1100=143 OCCUPANTS W J Z m
ROOMS AND ENCLOSED SPACES:CLASS 6 J w Z
1,895 SF 115(WAITING)=127 OCCUPANTS
❑ =270 OCCUPANTS TOTAL 127 127 X 0.2=25.4" ; =z
008 CHAPTER 9-FIRE PROTECTION SYSTEMS: 270+110=380/3=127 REQ'D<44"ACTUAL _
m LA=
--------- 1987 TOWER - AUTOMATIC SPRINKLER SYSTEM-NFPA 13 127- Q 1
BUILDING 1 3
127 X 0.2=25.4" ��/� Q
O 0 CHAPTER 10-MEANS OF EGRESS: REQ'D<36"ACTUAL V/ U p
HBBH Stss DESIGN OCCUPANT LOAD:1,472 I- < o J
0 L 127X 0.2=25.4" 110X 0.2=22"EGRESS WIDTH: REQ'D<36"ACTUAL REQ'D<88"ACTUAL
REFER TO OCCUPANCY DIAGRAMS 127 110
NUMBER OF EXITS:
i=i >1 BUT<500=2 EXITS PER STORY REQUIRED
?-� BASEMENT: REQUIRED 2,PROVIDED
pp && FIRST FLOOR: REQUIRED=3,PROVIDED=7
:LJ SECOND FLOOR: REQUIRED 3,PROVIDED=5 3,274 SF/15=
2008 EXPANSION 6 THIRD FLOOR: REQUIRED 2,PROVIDED 110 X 0.2=22"�` OCCUPANTS 12803 REGISTERED
BUILDING 0000000800 M.R.I. REQ'D<88"ACTUAL 110 ARCHITECT
BUILDING HORIZONTAL EXITS PROVIDED BETWEEN 1987 AND 2008 CONSTRUCTION
TWO HOUR FIRE BARRIER PROVIDED AT COLUMN LINE 1 AT EXISTING 1987
EXTERIOR WALL'
II J N IF�ER n HEN HON
HORIZONTAL EXITS PROVIDED BETWEEN 1-2 AND A OCCUPANCIES
& & TWO HOUR HORIZONTAL EXIT PROVIDED
e�ae e� o 0 0 g CHAPTER 29-PLUMBING FIXTURES: THIRD FLOOR OCCUPANCY AND EGRESS WIDTH
GROUP A-2:3,274 SF/30=110 OCCUPANTS INVESTIGATION BY: DRANN BY: ,
tt MALE WATER CLOSETS REQ'D=3 14,400 SF/100= JS JS
0 FEMALE WATER CLOSETS REQ'D=3 City of Arlington 1440CCUPANTS DATE: PROJECT MGR:
144/2=72
MALE LAVATORIES REQ'D=2 Building Department 02/07/2025 MY aj
6nLLAcuAM15H AVENUE _ _ _ _ - FEMALE WATER CLOSETS REQ'D=2 APPROVED SCALE: FILE NAME-
WAITING ROOMS:3 TOTAL °
Kevin Olander-09/02/2025 1/B°=1'-0" G0.1.DWG k;
UNISEX WATER CLOSETS REQ'D=3 72 `
O LAVATORIES REQ'D=3 No changes authorized unless approved by §_
72 PROJECT No: 3916-2024
GROUP I-2:52,944 SF/200=265 OCCUPANTS the BuildingOfficial
72 X 0.2=14.4"- SHEET TITLE:
NORTH 72 X 0.2=14.4" =S
MALE WATER CLOSETS REQ'D'9 REQ'D<36"ACTUAL
FEMALE WATER CLOSETS REQ'D=10 REQ'D<36"ACTUAL
CODE SHEET
MALE LAVATORIES REQ'D=5
FEMALE WATER CLOSETS REQ'D=5y
TOTAL WATER CLOSETS REQ'D=28
SITE PLAN TOTAL WATER CLOSETS PROVIDED=33 OCCUPANCY AND EXIT DIAGRAMS
SHEET NUMBER:
TOTAL LAVATORIES REQ'D=17
2 SCALE:1"=60'-0" NTS ^O. £5
TOTAL LAVATORIES PROVIDED=31 (v_
DRINKING FOUNTAINS REQ'D=3 pW
DRINKING FOUNTAINS PROVIDED=3 €8
E
U o'n
CASCADE VALLEY HOSPITAL ARLINGTON, WASHINGTON 6 0 E
� o LL $
ma �
CT SCAN RENOVATIONS a
a' :Ew
INDEX OF DRAWINGS: PROJECT ADDRESS:
MO.0 COVER SHEET, SITE PLAN, LEGEND AND PROJECT INFORMATION CASCADE VALLEY HOSPITAL
330 SOUTH STILLAGUAMISH AVE.
MOA MECHANICAL SCHEDULES AND, DETAILS ARLINGTON, WASHINGTON 98223
MO.2 MECHANICAL SPECIFICATIONS
M2.1 1/8 SCALE MECHANICAL PLAN Q o
M2.2 1/4 SCALE DEMOLITION AND NEW WORK MECHANICAL PLANS DESCRIPTION OF WORK:
MECHANICAL SYMBOLS LEGEND (NOT ALL SYMBOLS ARE USED ON THESE DRAWINGS) ADD,ADJUST AIR FROM THE EXISTING BUILDING HVAC O
SYSTEMS TO SERVE THE REQUIREMENTS OF THE NEW CT (� o
SCAN EQUIPMENT AND THE SUPPORTING UPS EQUIPMENT. LLJ
SYMBOL DESCRIPTION SYMBOL DESCRIPTION CODE INFORMATION: fr_
• ANSI/ASHRAE STANDARD 188 ILL
SINGLE DOUBLE HVAC MEDICAL GASES 2021 INTERNATIONAL BUILDING CODE(IBC) GENERAL PROJECT C0 W
LINE LINE -Mv- MEDICAL VACUUM 2021 INTERNATIONAL MECHANICAL CODE(IMC) INFORMATION: a
1�� w+ RADIUS ELBOW -02- OXYGEN 2021 WASHINGTON STATE ENERGY CODE
R=is W $ ZONE VALVE BOX AUTHORITY WASHINGTON STATE DEPARTMENT
• 2021 UNIFORM PLUMBING CODE(UPC) OF HEALTH CONSTRUCTION REVIEW 6
'r � 1--r-.-� TRANSITION - CONCENTRIC(15-MAX. SUPPLY) WALL CEILING SERVICES z
2 �•+ �-�T (30-MAX. RETURN/EXHAUST) 0 STATE OF WASHINGTON DEPARTMENT OF HEALTH
❑V MEDICAL VACUUM OUTLET AMENDMENTS TO THE ABOVE CODES. CITY OF ARLINGTON
45 DEG. RADIUS ELBOW oo �0 OXYGEN OUTLET CITY OF ARLINGTON BUILDING DEPARTMENT AMENDMENTS
Y 1� TO THE ABOVE CODES.
O ❑S SLIDE PIPING AND PLUMBING ASHRAE STANDARD 170-2013
0 PIPE ELBOW UP WORK DEFINITION FGI- 2014
CONNECTION TO EXISTING U.S.DEPARTMENT OF HEALTH AND HUMAN SERVICES
PIPE ELBOW DOWN
CENTERS FOR DISEASE CONTROL AND PREVENTION.
PIPE TEE UP DISCONNECTION FROM EXISTING
JOINT COMMISSION STANDARD EC.02.05.02
H PIPE TEE DOWN 1 INDICATES DETAIL AND SHEET NUMBER WHERE ADDITIONAL.FORMATION ABOUT DETAIL CAN BE FOUND 2022 WASHINGTON STATE CLEAN BUILDING
E1.1 I
PERFORMANCE STANDARDS
] PIPE CAP OR PLUG
PIPE FLEXIBLE CONNECTION
EF MECHANICAL EQUIPMENT CALLOUT; REFER TO
�
1 MECHANICAL EQUIPMENT SCHEDULE
PIPE UNION J
1 INDICATES SECTION AND SHEET NUMBER WHERE
CONCENTRIC REDUCER xx SECTION CAN BE FOUND LZ �
Q ECCENTRIC REDUCER 2 E
01 DETAIL/FLAG NOTE LL! (n
DIRECTION OF FLOW () O
DOMESTIC COLD WATER A REVISION SYMBOL Q =
-- ---------- REMOVE EXISTING MECHANICAL EQUIPMENT
DOMESTIC HOT WATER I I W J
HWS HEATING WATER SUPPLY ABBREVIATIONS - - Q a o
--HWR-- HEATING WATER RETURN AFF ABOVE FINISH FLOOR _ LLJ_LJ_LJ� LLIz =z
EQUIPMENT DRAIN AP ACCESS PANEL _ III YV/
CVH CASCADE VALLEY HOSPITAL Q z LLJ o N
PRESSURE/TEMPERATURE(P/T) TAP 0 ¢O
(E) EXISTING C)
GATE VALVE EAT ENTERING AIR TEMPERATURE p� e W I--- M
Q oZ
DWI BALL VALVE EEI ENGINEERING ECONOMICS INC - - U U n a
ELEV ELEVATION •••��••
BUTTERFLY VALVE EWT ENTERING WATER TEMPERATURE 1987 WING ❑ '�o
CALIBRATED BALANCING VALVE GC GENERAL CONTRACTOR BU DLSNG 1
LAT LEAVING AIR TEMPERATURE
] FEMALE HOSE CONNECTION IV
LWT LEAVING WATER TEMPERATURE PROJECT - .�tF'Op WAD.
C•,r�
I� MALE HOSE CONNECTION MC MECHANICAL CONTRACTOR LOCATION - I I Wk iy �ca�
D<E GATE VALVE WITH HOSE END (N) NEW - ,m
N.I.C. NOT IN CONTRACT C-AN
DKE BALL VALVE W/HOSE END
NO \� �•��•�
NORMALLY OPEN - Eilj xosvnn� eioo �3262 �z
VV
T�I CHECK VALVE PM PROJECT MANAGER 2008 WING a F� IONA SS 9Gl
P/T PRESSURE /TEMPERATUREu00000000o tONAL
❑T ZONE TEMPERATURE SENSOR (EAST) I a
SOS SAFETY OVERFLOW SWITCH BUILDING 2 I ) °
SP SPEAKER
FIRE PROTECTION SRH SKAGIT REGIONAL HEALTH J o-II a •�•• DESIGNED BY: DRAWN BY:
DT RH
UPRIGHT SPRINKLER HEAD (TYP) TYPICAL _ t
TUE TERMINAL UNIT- EXHAUST02/07/2025 JN
DATE: APPRovEo Br:PENDANT SPRINKLER HEAD TUS TERMINAL UNIT- SUPPLY =S
n
X EXISTING
IL SCALE: FILE NAME: "$
None MO.0 s
— -- — --- s
smucunM-—NUE PROJECT No: 03-24423 $£
SHEET TITLE:
Cover Sheet,
City of Arlington Legend
7
Building Department and Notes �m
0�
SITE PLAN APPROVED
Kevin Olander-09/02/2025 SHEET NUMBER:
NO SCALL NORTH
No changes authorized unless approved by MO.0
O•0
the Building Official 1 V 1 _
am
C D E F G H I
U on
RETURN TERMINAL UNIT (TUR) STEEL CLAMP(TYP) r
MIN AIRFLOW INLET FLEXIBLE DUCT LENGTH 3 FEET [j,Q "—
MAXIMUM(NO FLEX DUCT C CC
TAG MANUFACTURER LOCATION SERVICE INLET MAX MINIMUM MAX SIZE NOTES _ i a o E
ABOVE HARD CEIUNG) O g
] AND MODEL SP INC CFM CFM (INCHES) 4 LL
TUR-6-1 TITUS DECV COORIDOR 1000AI /4-4.1 UPS 1223A 0.25 25 100 550 7 [1][2] SUPPLY DUCT 4J
USE DUCT SEALANT m d
SPECIFIC SCHEDULE NOTES: ON SPIN-FITTING _
[1] FIELD VERIFY. a
[2] NON-EROSIVE INTERIOR SURFACE. aE W
INSIDE OF PLENUM 1" r
SHALL BE FLAT
BLACK
3m=
PLENUM FULL NECK ory N�
SIZE
3'-0"MAX //
SUPPLY DIFFUSER /SpIN IN FITTING WITH
GRILLE / REGISTER/ DIFFUSER SCHEDULE E MANUAL VOLUME
DAMPER AND
1 LOCKING QUADRANT
TAG IMAGE MANUFACTURE SERVICE FACE TYPE MOUNTING DAMPER MATERIAL COLOR NOTES SEAL ALL CONNECTIONS
2 AND MODEL TYPE CEILING GRID AIR TIGHT(TYP)
SQUARE NECK SUPPLY
s, TITUS MCD SUPPLY 24" x 24" T-BAR NO STEEL WHITE [,][2][3] [4] DIFFUSER CONNECTION DETAIL O
1 NOT TO SCALE V
W
R1 TITUS PAR RETURN 2" PLUS NECK T—BAR NO STEEL WHITE [1][2][3] [4] It
STEEL CLAMP W
SPECIFIC SCHEDULE NOTES: FLEXIBLE DUCT LENGTH 3 FEET
MAXIMUM(NO FLEX DUCT
1. MAX NOISE CRITERIA NC SHALL BE NC = 20 UNLESS NOTED OTHERWISE. ABOVE HARD COILING) CO
2. SEE DRAWINGS FOR CFM AND NECK SIZE. (DIFFUSER INLET TO BE SAME SIZE AS FLEX DUCT) PROVIDE MINIMUM 1" CO
3. PROVIDE BORDER TYPE TO MATCH CEILING. BETWEEN EDGE OF DUCT a
4. PROVIDE 24x24 OR 24x12 PANEL FOR LAY-IN CEILING APPLICATION. AND SPIN IN FITTING
5. PROVIDE BRANCH DUCT SIZE THE SAME AS NECK SIZE UNLESS OTHERWISE NOTED. RETURN/EXHAUST DUCT
USE DUCT SEALANT
ON SPIN-FITTING z°
3
INSIDE OF PLENUM 1
SHALL BE FLAT /l
BLACK k�
MATERIALS SCHEDULE PLENUM FULL NECK
SIZE
ITEM MATERIAL JOINING REFERENCE INSULATION NOTES RETURN/EXHAUST GRILLE 3'-0"MAX
DESCRIPTION METHOD STANDARDS THICKNESS B ELL MOUTH SPIN-IN
SPRINKLER PIPE STEEL PIPE WELDED OR ASTM-A135 - FITTING MANUAL
DA
SCHEDULE 40 MECHANICAL JOINT VOLUME DAMPER AND
LOCKING QUADRANT
GALVANIZED STEEL, LOCK PER APPLICABLE SMACNA POINT BLADES TOWARDS SEAL ALL CONNECTIONS
ADJACENT WALL------- AIR
GRILLE AIR TIGHT GRID
SUPPLY AIR DUCTWORK, FORMING QUALITY WITH A DUCT MANUAL, ALL JOINTS 1" (R-3.3) GAUGE PER APPLICABLE CEILING GRID
RECTANGULAR ZINC COATING OF 1.25 OUNCES TO BE SEALED WITH GASKETS SMACNA EXTERNAL WRAP SMACNA DUCT MANUAL,
EPER ACH SQUARE FOOT ON OR SEALANT(NOTICTTYPE TAPE UCT USE +4" PRESSURE CLASS 2 CONNECTION DETAIL
4
NOT TO SCALE J
GALVANIZED STEEL, SINGLE HEAVY DUTY FLANGE. z
WALL LINED -OR- WITH COORDINATE FLANGE W
EXTERNAL INSULATION, REQUIREMENTS WITH
SUPPLY AIR DUCTWORK, SPIRAL LOCKSEAM, LOCK STRUCTURAL ENGINEER, 1" (R-3.3) GAUGE PER APPLICABLE W U)
ROUND AND FLAT OVAL FORMING QUALITY WITH A PER APPLICABLE SMACNA SMACNA EXTERNAL WRAP SMACNA DUCT MANUAL, ROUND VAV TERMINAL UNIT U Q
ZINC COATING OF 1.25 OUNCES DUCT MANUAL, ALL JOINTS USE +4" PRESSURE CLASS RE: SCHEDULE FOR SIZE Q =
PER SQUARE FOOT ON TO BE SEALED WITH GASKETS TRANSITION TO BRANCH TRANSITION TO BRANCH d } M
OR LISTED MASTIC TYPE DUCT
DUCT SIZE AS REQUIRED DUCT SIZE AS REQUIRED W W
EACH SIDE w m
SEALANT(NO DUCT TAPE) J Z z
GALVANIZED STEEL, LOCK PER APPLICABLE SMACNA W ; :R
RETURN AIR DUCTWORK, FORMING QUALITY WITH A DUCT MANUAL, ALL JOINTS 4" EXTERIOR DUCT GAUGE PER APPLICABLE =z
n-
ROUND AND FLAT OVAL ZINC COATING OF 1.25 OUNCES TO BE SEALED WITH GASKETS SMACNA (WITH ALUMINUM SMACNA DUCT MANUAL
W 2u
PER SQUARE FOOT ON OR LISTED MASTIC TYPE DUCT WEATHER PROOF BARRIER) ROUND OR Q Q 3
5 EACH SIDE SEALANT(NO DUCT TAPE) RECTANGULAR U 0
GALVANIZED STEEL, LOCK PER APPLICABLE SMACNA DUCTWORK DOUCTWORK UND RECTANGULAR to F
FORMING QUALITY WITH A DUCT MANUAL, ALL JOINTS GAUGE PER APPLICABLE U U n 9
EXHAUST AIR DUCTWORK ZINC COATING OF 1.25 OUNCES TO BE SEALED WITH GASKETS SMACNA - SMACNA DUCT MANUAL 12"MINIMUM RIGID DUCT ON " a
PER SQUARE FOOT ON OR LISTED MASTIC TYPE DUCT THE INLET AND THE OUTLET
OF THE TERMINAL UNIT
EACH SIDE SEALANT NO DUCT TAPE
FLEXIBLE FIBERGLASS BLANKET, ASTM-0553 K VALUE= 0.27 ®75'
DUCT INSULATION FACTOKRAFTTRVAPORLIED BARRIIEIL SCRIM R JACKET VAPOR JOINT SEAL TYPCLASSEB'2 MINIMUM THERMAL REU FT
SISTANCE= 3.3 RETROFIT & NEW
3 ROUND TERMINAL UNIT DETAIL
GENERAL SCHEDULE NOTES: NOT TO SCALE
1. ALL MATERIALS REQUIRED FOR THIS PROJECT MAY NOT BE LISTED IN SCHEDULE. 3262 Az
2. REFER TO MECHANICAL SPECIFICATIONS AND APPLICABLE STANDARDS FOR FURTHER INFORMATION. F °FcrsT TIE°
3. ALL INSULATION LOCATIONS SHALL COMPLY WITH THE CURRENT WASHINGTON STATE ENERGY CODE. �SSIONALGl
6
DESIGNED BY: DRAWN BY:
DT RH
DATE: APPROVED BY: ,;
ENVIRONMENTAL AIR SUMMARY TABLE
02/07/2025 JIN
CODE[1] TARGET DESIGN DESIGN DESIGN DESIGN SPACE PRESSURE PRESSURE SUPI ILY AIR FILTER SCALE: FILE NAME: e8
ROOM CEIUNG SPACE MINIMUM AIR CHANGE AIR CHANGE SUPPLY EXHAUST RETURN CFM RELATIONSHIP RELATIONSHIP MERV City of Arlington
NUMBER ROOM DESCRIPTION AREA HEIGHT VOLUME TOTAL PER HOUR PER HOUR AIRFLOW FROM AIRFLOW TO AIRFLOW TO DIFFER- TO ADJACENT TO ADJACENT NO. NO. NO. None MOA ;E
Building Department J°
SQ.FT. FEE CU.FT. AC AC AC CFM CFM CFM ENCE AREAS-CODE AREAS-DESIGN 1 2 3 APPROVED PROJECT No: 03-24423 $£
1223A UPS 45 9 405 NR NA 81 550 AHU-6 0 NA 550 AHU-6 0 NR E 8 14 -
1223 OFFICE 73 9 657 NR NA 7 75 AHU-6 0 NA 75 AHU-6 0 NR E 8 14 - Kevin Olander-09/02/2025 SHEET TITLE:
1331 ELECTRICAL ROOM 125 9 1125 NR NA 8 150 AHU-6 0 NA 150 AHU-6 0 NR E 8 14 - Mechanical g
No changes authorized unless approved by €
1333 CONTROL 90 9 810 NR 4 15 200 AHU-6 0 NA 200 AHU-6 0 NR E 8 ,a - Schedules
7 1334 CT SCAN 340 9 3060 NR 4 26 1350 AHU-6 0 NA 1350 AHU-6 0 NR E 8 14 _ the Building Official ?
and Details
SCHEDULE NOTES
SHEET NUMBER:
[1] ANSI/ASHRAE/ASHE Standard 170-2013 G
NA NOT APPLICABLE M O. 1 1 ;
NR NO REQUIREMENT x
A B c D E F G H I
U on
f�
CC _
SECTION 23 00 00-GENERAL REQUIREMENTS C L Z� E
1 PART 1 - GENERAL SECTION 23 02 00-ENERGY COMPLIANCE 0 LL
1.1 FURNISH ALL MATERIALS, EQUIPMENT, TOOLS, AND LABOR RELATED TO THE INSTALLATION OF THE MECHANICAL WORK AS INDICATED ON THE PART 1 - GENERAL •� QJ
DRAWING AND SPECIFICATION HEREIN. CONNECT ALL FACILITIES TO BE INSTALLED FOR A COMPLETELY COORDINATED AND INTEGRATED 1.1 MECHANICAL WORK SHALL MEET THE REQUIREMENTS OF THE WASHINGTON ENERGY CODE. m a
MECHANICAL SYSTEM. IT IS THE INTENT AND PURPOSE OF THESE DRAWINGS AND SPECIFICATIONS THAT, UPON COMPLETION OF PROJECT, THE PART 2- NOT USED
CAL
INSTALLATION,INCLUDING ALL SYSTEMS,SHALL BE COMPLETE AND OPERABLE IN ALL RESPECTS. [ ] -
1.2 NEW WORK SHALL BE OF THE HIGHEST INDUSTRY STANDARD.THE GOOD APPEARANCE OF THE FINISHED WORK SHALL BE OF EQUAL PART 3- [NOT USED] c' m
IMPORTANCE WITH ITS MECHANICAL EFFICIENCY.ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH ACCEPTABLE INDUSTRY PRACTICES. SECTION Z3 O5 Z9-MECHANICAL SUPPORTS a `w
1.3 THE DRAWINGS ARE DIAGRAMMATIC IN CHARACTER AND INDICATE THE GENERAL ARRANGEMENT OF MECHANICAL WORK,BUT DO NOT INDICATE r
EVERY REQUIRED OFFSET,FITTINGS,OR ACCESSORY. LOCATIONS ARE APPROXIMATE AND SHALL BE SUBJECT TO MINOR MODIFICATIONS. PART 1 - GENERAL 3
FIELD-VERIFY ALL CRITICAL COMPONENTS AND DIMENSIONS.RECORD MODIFICATIONS ON"AS-BUILY'DRAWINGS. 3 m
1.4 CERTAIN VERTICAL AND HORIZONTAL OFFSETS ARE SHOWN IN DUCTS AND PIPING TO INDICATE THE GENERAL POSITION RELATIONSHIP OF THE 1.1 SECURELY FASTEN ALL PIPING AND DUCTWORK WITHIN STRUCTURES TO THE BUILDING STRUCTURE BY MEANS OF HANGERS, SUPPORTS, GUIDE c;:
SYSTEMS WITHIN THE SPACE AVAILABLE FOR SYSTEM INSTALLATION.PROVIDE ADDITIONAL OFFSETS AS REQUIRED TO COORDINATE WITH ANCHORS, AND SWAY BRACE SEISMIC RESTRAINTS TO MAINTAIN ALIGNMENT, TO PREVENT SAGGING, AND TO PREVENT NOISE AND EXCESSIVE u,N
INSTALLATION REQUIREMENTS OF OTHER SYSTEMS. STRAIN DUE TO MOVEMENT UNDER OPERATING CONDITIONS.
1.5 ARRANGE AND PAY FOR ALL NECESSARY PERMITS,FEES,INSPECTION SERVICES,AND ROYALTIES IN CONNECTION WITH THE MECHANICAL WORK 1.2 ALL MECHANICAL EQUIPMENT SUPPORTS SHALL BE DESIGNED BY A LICENSED STRUCTURAL ENGINEER AND SHALL COMPLY WITH THE
ON THIS PROJECT. INTERNATIONAL BUILDING CODE SEISMIC REQUIREMENTS.
1.6 ALL WORK,MATERIALS,AND EQUIPMENT SHALL COMPLY WITH THE RULES AND REGULATIONS OF ALL CODES AND ORDINANCES OF THE LOCAL, 1.3 PREPARE AND PROVIDE,IF REQUESTED,CALCULATIONS AND DETAILS FOR THE SUPPORT AND BRACING OF ALL PIPES,DUCTS,AND CONDUITS,
STATE,AND FEDERAL AUTHORITIES.SUCH CODES,WHERE APPLICABLE,SHALL TAKE PRECEDENCE OF THESE PLANS AND SPECIFICATIONS. OR PROVIDE SUPPORT AND BRACING PER THE SMACNA"GUIDELINES FOR SEISMIC RESTRAINTS OF MECHANICAL SYSTEMS AND PLUMBING PIPING
1.7 MATERIALS,METHODS, AND INSTALLATION SHALL COMPLY WITH THE PROVISIONS OF THE CURRENT AND APPLCABLE EDITIONS OF THE SYSTEMS."
INTERNATIONAL BUILDING CODE,INTERNATIONAL MECHANICAL CODE,UNIFORM PLUMBING CODE,INTERNATIONAL FIRE CODE,THE NATIONAL 1.4 PROVIDE SEISMIC RESTRAINTS ON ALL EQUIPMENT AS REQUIRED WHERE EQUIPMENT WEIGHT IS OVER 400 LBS.,AND THE EQUIPMENT IS
2 ELECTRICAL CODE,THE FACILITY GUIDELINES INSTITUTE,AND LOCAL CODES AND ORDINANCES. DIRECTLY MOUNTED ON THE FLOOR OR ROOF,OR WHERE THE EQUIPMENT WEIGHT IS OVER 20 LES. AND THE EQUIPMENT IS SUSPENDED FROM
1.8 IN THE EVENT OF A CONFLICT OR INCONSISTENCY BETWEEN ITEMS INDICATED ON THE PLANS AND/OR SPECIFICATIONS OR WITH CODE THE ROOF,FLOOR,WALL, OR IS MOUNTED ON VIBRATION ISOLATORS. Zo
REQUIREMENTS,THE NOTE,SPECIFICATION,OR CODE THAT PRESCRIBES AND ESTABLISHES THE MORE COMPLETE JOB OR THE HIGHER PART 2- [NOT USED]
STANDARD SHALL PREVAIL. PART 3- [NOT USED]
1.9 THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING CURRENT REQUIREMENTS WITH THE MANUFACTURER OF THE PRODUCTS USED ON THE O
PROJECT AND NOTIFY THE PROJECT MANAGER-OF-RECORD IF ANY DISCREPANCIES ARE FOUND BEFORE ANY WORK TO INSTALL THE PRODUCT SECTION 23 05 93-TESTING,ADJUSTING,AND BALANCING FOR HVAC w
IS PERFORMED. U o
1.10 WHEREVER MORE THAN ONE(1)MANUFACTURER'S PRODUCT IS SPECIFIED,THE FIRST-NAMED PRODUCT IS THE BASIS FOR THE PROJECT PART 1 - GENERAL LLJ
DESIGN AND THE USE OF ALTERNATIVE NAMED MANUFACTURER'S PRODUCTS OR SUBSTITUTES MAY REQUIRE MODIFICATIONS IN THE PROJECT 11-1
1.1 BALANCING OF THE HVAC SYSTEMS SHALL BE PERFORMED BY A NATIONAL ENVIRONMENTAL BALANCING BUREAU (NEBB) CERTIFIED BALANCING
DESIGN AND CONSTRUCTION.IF SUCH ALTERNATIVES ARE PROPOSED BY THE CONTRACTOR AND ARE FAVORABLY REVIEWED BY THE CONTRACTOR IN ACCORDANCE WITH ASHRAE SYSTEMS HANDBOOK,CHAPTER ON TESTING ADJUSTING,AND BALANCING,AND NEBB GUIDELINES. LLJ
RESPONSIBLE DESIGN PROFESSIONAL,THE CONTRACTOR SHALL ASSUME ALL COSTS REQUIRED TO MAKE NECESSARY REVISIONS AND 1.2 SCOPE: BALANCE AIRFLOW FLOW THROUGH ALL OPERABLE EQUIPMENT AS NOTED ON DRAWINGS.BALANCE EACH ZONE CIRCUIT TO OPERATING
MODIFICATIONS TO THE ORIGINAL PROJECT DESIGN,INCLUDING ADDITIONAL COSTS FOR EVALUATIONS OF THE MODIFICATIONS BY THE WATER FLOWS AS NOTED ON DRAWINGS.
RESPONSIBLE DESIGN PROFESSIONAL.
1.11 SUBMIT ONE COPY,IN PDF FORMAT,OF SUBMITTAL DATA FOR MECHANICAL AND ELECTRICAL MATERIAL AND EQUIPMENT TO ENGINEERING 1.3 UPON COMPLETION OF BALANCING THE SYSTEM,PROVIDE A FINAL REPORT CERTIFYING THE RESULTS OF THE BALANCING WORK. Lo
ECONOMICS,INC.FOR REVIEW PRIOR TO ORDERING OR FABRICATION OF THE MATERIAL OR EQUIPMENT. PART 2- [NOT USED] a
A. SUBMITTALS WILL BE REVIEWED BY ENGINEERING ECONOMICS, INC. ONLY FOR THE PURPOSE OF DETERMINING THAT THE MATERIALS, PART 3- [NOT USED]
EQUIPMENT AND INSTALLATION METHODS ARE IN ACCORDANCE WITH THE PROJECT DESIGN CONCEPTS. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR SPACE REQUIREMENTS, CONFIGURATIONS, PERFORMANCE, BASES, SUPPORTS, STRUCTURAL MEMBERS AND OPENINGS IN SECTION 23 05 53-MECHANICAL SYSTEMS IDENTIFICATION
STRUCTURE,AND OTHER APPARATUS THAT MAY BE AFFECTED BY THE MATERIAL,EQUIPMENT OR INSTALLATION. PART 1 - GENERAL z
3 B. IDENTIFY EACH ITEM WITH IDENTIFICATION CODE IDENTICAL TO THOSE USED ON THE DRAWINGS AND IN THE SPECIFICATIONS. 1.1 SUBMITTALS
C. NOTE ANY DEVIATIONS FROM SPECIFIED REQUIREMENTS. A. PRODUCT DATA: FOR IDENTIFICATION MATERIALS AND DEVICES.
D. ORGANIZE SUBMITTALS TO INCLUDE, AS A MINIMUM, THE FOLLOWING: COVER SHEET INDICATING GENERAL CONTENTS BY APPLICABLE PART 2- PRODUCTS
SPECIFICATION SECTION NUMBER AND ITEM NAME.
E. THE DATA FOR EACH ITEM SUBMITTED SHALL BE THOROUGHLY EDITED FOR THE SPECIFIC EQUIPMENT AND INTENDED APPLICATION AND 2.1 IDENTIFYING DEVICES
OPERATION. A. MARKER SYSTEM:
F. INCLUDE CURRENT PUBLISHED CATALOG AND SPECIFICATION SHEETS PERTAINING TO PROPOSED MATERIAL AND EQUIPMENT. INCLUDE 1. MANUFACTURERS: BRADY USA,MARKING SERVICES INC.(MSI),KOLBI,OR SETON.
ELECTRICAL CHARACTERISTICS,HIRING AND CONTROL DIAGRAMS. 2. MANUFACTURER'S STANDARD, PREPRINTED WITH COLOR CODING, LETTERING SIZE AND LENGTH OF COLOR FIELD ACCORDING TO ASME
1.12 ALL REMOVED ITEMS DEEMED TO HAVE VALUE BY THE OWNER SHALL BE DELIVERED TO A PLACE OF STORAGE AT THE SITE AS DIRECTED. ALL A13.1.
OTHER ITEMS MUST BE DISPOSED OF OFF-SITE IN A LEGAL MANNER. 3. USE PRESSURE-SENSITIVE TYPE OR"SNAP-ON"TYPE.
1.13 WHERE EXISTING CONSTRUCTION IS CUT,DAMAGED,OR REMODELED,PATCH WITH MATERIALS TO MATCH IN KIND,QUALITY,AND PERFORMANCE. 4. "STRAP-ON"TYPE MAY BE USED FOR PIPING OVER 6"SIZE.
1.14 ALL SIZES ARE IN INCHES. B. LAMINATED PLASTIC NAMEPLATES:
1.15 THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING AND PROVIDING ALL CEILING AND WALL ACCESS,PATCHING,AND REPAIR 1. NAMEPLATES SHALL BE APPROXIMATELY 1-1/2"X 4", 1/16"THICK, AND HAVE 1/2"HIGH LETTERING. FACE OF PLASTIC NAMEPLATES
REQUIRED IN THE IMMEDIATE AREA OF THE WORK AND ANY ACCESS OUTSIDE THE IMMEDIATE AREA OF THE WORK REQUIRED TO PROVIDE SHALL BE BLACK WITH WHITE LETTERS.
COMPLETE AND PROPERLY FUNCTIONING SYSTEMS. 2. FASTENERS SHALL BE SELF-TAPPING,STAINLESS STEEL SCREWS OR CONTACT TYPE WITH PERMANENT ADHESIVE.
1.16 CLEAN ALL NEW SURFACES AND NEW EQUIPMENT AFTER THE COMPLETION OF THE INSTALLATION.
1.17 WARRANTY: THE CONTRACTOR SHALL GUARANTEE ALL WORKMANSHIP,MATERIALS,AND EQUIPMENT FURNISHED AND INSTALLED HEREUNDER FOR PART 3- EXECUTION
4 A PERIOD OF 365 CALENDAR DAYS FROM THE DATE OF FINAL ACCEPTANCE OF WORK BY OWNER AGAINST ALL DEFECTS AND FAULTY 3.1 GENERAL
WORKMANSHIP.PARTIAL OCCUPANCY OF PROJECT SITE BY OWNER SHALL NOT BE CONSTRUED AS FINAL ACCEPTANCE OF WORK.CONTRACTOR J
SHALL REPAIR AND/OR REPLACE ALL DEFECTIVE AND/OR FAULTY WORKMANSHIP,MATERIALS,AND/OR EQUIPMENT,AND SHALL REPAIR AND/OR A. AFTER PAINTING AND/OR COVERING IS COMPLETED, IDENTIFY EQUIPMENT AND PIPING AS INDICATED. LOCATE IDENTIFICATION AS
REPLACE ALL OTHER WORK DAMAGED AS A RESULT OF SUCH DEFECTIVE AND/OR FAULTY WORKMANSHIP,MATERIALS,AND/OR EQUIPMENT CONSPICUOUSLY AS POSSIBLE EXCEPT WHERE SUCH WOULD DISTRACT FROM FINISHED AREA. Z
WITHOUT CHARGE TO OWNER DURING WARRANTY PERIOD. LL.I I_B. WHERE MARKERS ARE USED IN HIGH HEAT APPLICATIONS OR EXPOSED TO HARSH CHEMICAL OR ACID ENVIRONMENTS, SPECIFICALLY
1.18 CONTRACTORS SHALL MAINTAIN RECORDED"AS-BUILT"INFORMATION ON ALL EXISTING SERVICES/EQUIPMENT RELATED TO THE PROJECT SELECT MARKER MATERIALS FOR THOSE APPLICATIONS.
UNCOVERED DURING CONSTRUCTION AND ALL NEW WORK INSTALLED DURING CONSTRUCTION AND IT SHALL BE CLEARLY MARKED IN COLORED EQUIPMENT IDENTIFICATION 2 EQ L C)L.I O
PENCIL ON A PRINT OF THE CONSTRUCTION DRAWINGS.RECORDED INFORMATION SHALL INCLUDE ROUTING,ACTUAL LOCATIONS,POINTS OF 3.
CONNECTIONS,ELEVATIONS,OR OTHER INFORMATION THAT DEVIATES FROM THE ORIGINAL DESIGN DRAWINGS.THE CONTRACTOR SHALL TURN A. IDENTIFY MAJOR EQUIPMENT, INCLUDING AIR HANDLING UNITS, FANS, BOILERS, CHILLERS, HEAT EXCHANGERS, AIR TERMINAL DEVICES, Q =
RECORDED"AS-BUILT"INFORMATION OVER TO ENGINEERING ECONOMICS,INC.AT THE COMPLETION OF THE PROJECT. PUMPS,WATER HEATERS,TANKS,COMPRESSORS,ETC. n
1.19 FURNISH AN OPERATIONS&MAINTENANCE(0&M)MANUAL COVERING ALL EQUIPMENT AND SYSTEMS INSTALLED UNDER THIS PROJECT.PROVIDE B. IDENTIFY EQUIPMENT WITH LAMINATED PLASTIC NAMEPLATES WITH A MINIMUM 1" HIGH LETTERS INDICATING FINAL EQUIPMENT TAG Ljj0- I f w m
THREE COPIES OF THE FINAL O&M MANUAL ON CD,IN PDF FORMAT,WITH TABS FOR EACH PIECE OF INDIVIDUAL EQUIPMENT. DESIGNATION,AND SYSTEM AND/OR AREA SERVED. J o m
1.20 EXISTING CONDITIONS Z
A. LOCATIONS AND SIZES OF EXISTING UTILITIES ARE SHOWN IN ACCORDANCE WITH THE EXISTING BUILDING RECORD DRAWINGS AND ON-SITE C. IDENTIFY CONTROL EQUIPMENT AND PANELS WITH LAMINATED PLASTIC NAMEPLATES. Q a p
OBSERVATIONS. CHECK AND VERIFY ALL DATA GIVEN, AND VERIFY EXACT LOCATIONS OF ALL UTILITIES PERTAINING TO THE PROJECT D. LOCATE MOTOR NAMEPLATES FOR EASY READING. RELOCATE OR PROVIDE NEW NAMEPLATES ON MOTORS IF ORIGINAL NAMEPLATES ARE LLJ > =
SCOPE OF WORK PRIOR TO PROCEEDING WITH THE INSTALLATION. NOT LOCATED FOR EASY READING. Z W Z
B. THE CONTRACTOR SHALL VISIT THE EXISTING BUILDING(S) AND GROUNDS AND FAMILIARIZE THEMSELVES WITH EXISTING CONDITIONS. SOME 3.3 ACCESS PANEL IDENTIFICATION Z 0 <3
EXISTING RECORD DRAWINGS ARE AVAILABLE FOR CONTRACTOR REVIEW. NO SUBSEQUENT ALLOWANCE ON BEHALF OF THE CONTRACTOR A. FURNISH TYPEWRITTEN CHARTS WITH IDENTIFICATION AND LOCATION OF ALL ACCESS PANELS SERVING EQUIPMENT AND VALVES AND Q Q J Z
5 WILL BE MADE FOR OMISSIONS,ERRORS,OR NEGLIGENCE ON THE CONTRACTOR'S PART FOR NOT FAMILIARIZING THEMSELVES WITH EXISTING INCORPORATE IN 0&M MANUALS. U
CONDITIONS. V) U F
C. VERIFY AT THE PROJECT SITE EXACT SIZE, LOCATION, AND CLEARANCES OF EXISTING SERVICES AND MECHANICAL AND ELECTRICAL SECTION 23 07 00-MECHANICAL INSULATION Q o J
EQUIPMENT. PART 1 - GENERAL U U n
D. THE CONTRACTOR SHALL REMOVE, RELOCATE, REPLACE WITH NEW AND/OR RECONNECT ALL EXISTING SERVICES AS REQUIRED BY NEW 1.1 INSULATE ALL MECHANICAL SYSTEMS PER THE LATEST EDITION OF WASHINGTON STATE ENERGY CODE AND THE MECHANICAL MATERIALS
CONSTRUCTION. SCHEDULE.
1.21 IF ANY PART OF THE CONTRACTOR'S WORK DEPENDS UPON THE WORK OF A SEPARATE CONTRACTOR, THE CONTRACTOR SHALL INSPECT SUCH PART 2- PRODUCTS
OTHER WORK AND PROMPTLY REPORT IN WRITING TO THE OWNER ANY DEFECTS IN SUCH OTHER WORK THAT RENDERS IT UNSUITABLE TO
PERFORM THE WORK OF THIS CONTRACTOR. FAILURE OF THIS CONTRACTOR TO SO INSPECT AND REPORT SHALL CONSTITUTE AN ACCEPTANCE 2.1 ALL PIPING/DUCT INSULATION AND COVERINGS SHALL HAVE AN ASTM FLAME SPREAD RATING OF 25 OR LESS AND AN ASTM SMOKE
OF THE OTHER CONTRACTOR'S WORK, EXCEPT AS TO DEFECTS, WHICH MAY DEVELOP IN OTHER CONTRACTOR'S WORK AFTER EXECUTION OF DEVELOPED RATING OF 50 OR LESS. 4F,`tF D WIG,
THIS CONTRACTOR'S WORK. PART 3- EXECUTION ;!vzt 0 t'Ya�O
1.22 INSTALL ALL PIPING AND DUCTWORK TO AVOID ARCHITECTURAL FRAMING,STRUCTURAL MEMBERS,AND OTHER OBSTRUCTIONS.COORDINATE
PIPING AND DUCTWORK LOCATION WITH ALL APPLICABLE CONTRACT DRAWINGS AND INSTALLATION WORK OF OTHER TRADES. SECTION 23 OH OO-COMMISSIONING OF HVAC
1.23 CLEARANCES AND ACCESS SHALL BE MAINTAINED ON ALL NEW AND EXISTING EQUIPMENT TO ENSURE PROPER EQUIPMENT MAINTENANCE. PART 1 - GENERAL
1.24 THE CONTRACTOR SHALL MAKE THEIR OWN PROVISIONS FOR DELIVERY AND SAFE STORAGE OF ALL MATERIALS AND SHALL ASSUME FULL '3262 �.
RESPONSIBILITY FOR CONDITIONS AND/OR SAFEKEEPING OF MATERIALS FURNISHED BY OTHERS UPON ACCEPTANCE OF SAME. 1.1 COMMISSIONING SHALL BE PERFORMED BY ENGINEERING ECONOMICS, INC. PER THE [WASHINGTON STATE ENERGY CODE LOCAL/STATE ENERGY ,�, Rt'crsTenE° v
1.25 THE CONTRACTOR SHALL ASSUME SOLE RESPONSIBILITY FOR SAFETY OF ALL PERSONS ON OR ABOUT THE CONSTRUCTION SITE IN CODE. IONALOti
ACCORDANCE WITH APPLICABLE LAWS AND CODES.GUARD ALL HAZARDS IN ACCORDANCE WITH THE SAFETY PROVISIONS OF THE LATEST PART 2- [NOT USED]
6 MANUAL OF ACCIDENT PREVENTION PUBLISHED BY THE ASSOCIATED PRIME CONTRACTORS OF AMERICA AND OSHA. PART 3- [NOT USED]
1.26 MAINTAIN EXISTING FACILITY SERVICES
A. PHASING OF THE WORK FOR THIS PROJECT SHALL BE COORDINATED BY THE PRIME CONTRACTOR AND PERFORMED WITH A MINIMUM OF SECTION 23 09 00-CONTROLS DESIGNED BY: DRAWN BY: "
DISRUPTION TO THE FACILITIES OPERATION.
PART 1 - GENERAL DT RH
B. COORDINATE AND SCHEDULE ALL WORK WITH HOSPITAL ENGINEERING, INCLUDING CONSTRUCTION ACCESS AND STORAGE. THE 7,1 NEW CONTROLS SHALL BE PROVIDED BY ATS AUTOMATION. DATE: APPROVED BY:
CONSTRUCTION SCHEDULE AND HOURS OF WORK SHALL BE APPROVED BY HOSPITAL FACILITY ENGINEERING PRIOR TO THE START OF
CONSTRUCTION. 1.2 PROVIDE GRAPHIC CONTROL TYPICAL OF THE MOST RECENT BUILDING INSTALLATIONS AND INTEGRATE THE NEW CONTROLS INTO THE BUILDINGS 02/07�2025 JN
EXISTING WEB ENABLED SYSTEM.THE PRIMARY CONTROLLER SHALL BE BACKED UP WITH A UPS SIZED FOR OPTIMUM PERFORMANCE AT
C. ALL UTILITIES REQUIRED FOR THE CONTINUOUS OPERATION OF ALL EXISTING FACILITIES MUST BE MAINTAINED IN SERVICE AT ALL TIMES, OPERATING LOAD. wg
EXCEPT AS REQUIRED FOR NEW SYSTEMS CONNECTION.COORDINATE SHUTDOWN WITH HOSPITAL FACILITY ENGINEERING. SCALE: FILE NAME:
1.3 CONTRACTOR SHALL FURNISH ALL MATERIALS,INCLUDING ALL HARDWARE AND SOFTWARE,FIELD HARDWARE PANELS,SENSORS,FIELD CONTROL
D. ALL SERVICE SHUTDOWNS AND START-UPS SHALL BE SCHEDULED A MINIMUM OF 72 HOURS IN ADVANCE AND SUPERVISED BY HOSPITAL DEVICES,WIRING AND CONDUIT.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENGINEERING,SOFTWARE PROGRAMMING SUPERVISION OF None MO.2 s
FACILITY ENGINEERING. INSTALLATION,INSTALLATION LABOR,SENSOR CALIBRATION,SYSTEM CHECKOUT,PERMITS AND INSPECTIONS AND COMMISSIONING SUPPORT,AS
NECESSARY,TO PROVIDE A COMPLETE AND FULLY OPERATIONAL BMS SYSTEM AS OUTLINED IN THIS CONTROL POINT LIST AND THE SEQUENCE PROJECT No: 03-24423 €
E. ALL FACILITY OPERATIONS SHALL REMAIN UNINTERRUPTED AND UNDISTURBED. ALL WORK IN OCCUPIED AREAS SHALL BE SCHEDULED "OF OPERATION. s£
DURING OFF-HOURS AND COORDINATED WITH THE FACILITY SO THAT SUCH WORK IS COMPLETED, AREA CLEANED, AND ALL SERVICES 1.
RESTORED AND CODE COMPLIANT PRIOR TO RETURNING TO NORMAL OPERATING HOURS. PART 2- [NOT USED] SHEET TITLE:
F. ALL CONNECTIONS TO EXISTING SERVICES SHALL BE MADE DURING APPROVED OFF-HOURS. SERVICE SHALL BE RESTORED AND PART 3- [NOT USED] City of Arlington Mechanical g
CODE-COMPLIANT PRIOR TO NORMAL HOURS. NO SERVICE INTERRUPTIONS DURING NORMAL HOURS ARE ALLOWED UNLESS OTHERWISE €
APPROVED BY HOSPITAL FACILITY ENGINEERING. Building Department Specifications
7 PART 2- [NOT USED] APPROVED
PART 3- [NOT USED] Kevin Olander-09/02/2025 SHEET NUMBER:
No changes authorized unless approved by c;
the Building Official M O.2 ;
am
A B c D E F G H I
Q J
--- — \'J 245 U O n
IsJ �
8"
1 E' 1e" iu-6-15 Tu-6-t6 S1 87x06 `s`p 8"m oo t
1zoa"sm .�
C
F�wc LL
EsOpT 5 zo C 12
cil
e z 12
Sedu ,ox $80 Rl 491Q 1II MM o
aro R1 120 PalieniT I I J W D a
Ci am _ R1 s"m. II
f f zoo R 17
LXJ c eo a' w
10"m Bay Bay R l Bay P Pr ay ay Pre-0P Bay 12x121 E
2
360
C1 10o C1 10o Ci 10o a ,so � '"'^3
6"m 3 m
man, 5,0 Ri 40m I Patient TO'let t o fX1 1 e••m __ 0 m
eu
_ 14x12 R1 190 M:am C1 250
70
4
T< ; TOa X IX R1 1m"m nP_._ 10a"om YYYYY
- CE1 e0
2 uC ( P )
8 c AREA a
za
- s 3reum xaey �-I o
' 20x1
Q I16x0"mo 12Ext R1 11az0°a.°°m cT Smn
x24'0m
ED Eq i oC FL_IIIIII-- --IIIIII_
®
-IrT-7-lF2 m OJ
TU-6-) nt Toi e OOF
LLJ
1 0 WORK U aUtWo_
TO'let
ACU-7 II II W
6"m R1 70 X 12x10 2.22 Sf{A 0 C1 120 una
Ei 90 X ns m — C1 210 (n
1 o"m --
260 0"m
E1 18m 140 TYP 2) a S R1 33o F/S t 360 R1 vo
prams vesmme 1 x14 22x14 36x16 c' 27511 36x24N 1n-6-5 L'�J j e^m
e r 190 C1 10"m
z7s 1o^m i8x20 HAFT 34X24 F/S 26x277 206 Rt 210
10"m a° SA Ill C 1 0 / S 3 C 1 e.m Z
3 -- -6-19 IL R1 13o H L 100
IR1 12 250 S 1 sail utility 34X1 �- ul 210
/ s / e..m
6x12
s
on C 1 z"m � C 1 83 Tu-6-2a art- R x U 18x 16 1 o'm ru-6-9
EA UP
SIaM Lou 390 12" 10 8"m 6•m y Obsarva X
1z"m � T tear 1 390 Igo '— ILn 1} e"m P iX Ri Rc so itin
R1 aso EM1 rsP Rl 130 108. "m F/S 0 y C1 ,Om 1 u El 120
0
a On H Rl 8} �tiID UP C' 230 C1 g^m 4 4X'I
CUH-1 c_= //LLJJ 100
X1 em C' so
O rXt iU-6-22 f 130 2 0
a" P oenroressm�uanl ore55il�
ICI 13 El 15 tint Dressir�q Patient Dressing Pat_t DressinO q¢i
slibul 0 x x
360 12"m of L � �
Ct aoo 1a-6-2s C1 10 m - 6 -
1 40 X .. 350 X R 1 a m C t 2 m UI e..m
C4 8"m nP. - o 120 120 360 C1 2,0
a° 2 6_
R TIT F1 ple m R1 6romilrco"5mtamal Xt �X z
8"0
Nurse Stalin E1 90 1 210
4 II m fX, a. a"m aae a"m 6-m o N - m R1
IIJ L C o••m_ _ Ct 1a l E Ci 6„gzo r }°° 6x1 J
_ W 1-
12"0 - - tO mrek 11
3 mFL
e"m C1 atlent Toilet r��
300 J 0^m LrJ# W
6..m U
O
C F Cl m P T C1 265 Q
10"m 205 1 6"m 8"m nn M
C3 Is la' MB N-6-29 Station 50 10 El Nuc Med LL
240 9.1N El 70 10"m 200 F
em i� Ct 20s TaIle1U Ta eag Imerview C1 TdP 30_0 L W J ,Obi
Et zoo 8,0
C1 tom J z z
10. e fXl ACU-9 eml e" ❑ 265 w Q
20 0 / N Z
C1 10 m �1 E1 12"m i2'm lo"m z W -N
I T-5-5 4 e 400 iU-5-4 470 z Q Q
10"0
a'm 'Ct 34o LX 164 Q Q LD 3
5 C1 130 ® Ri 27 R1 830 18x14 14x12 Xj U U O
C/) (n N co
am am X L z
E1 4ao o f 8"m o f l a m 130wi
450 R1 230 O X 6"m r o K
130 130 "0 80 _ C1 200 I U U M Q
10m 1501a1 Patient Bey Petl Be R1 Pali[ Be Petlent Be PalieN Be d B R1 Pali Be C1 3 r�
C1( 2 4'
40 13 F e"° C1 e°m e arJ I �i
185 ,85 E, 190 L_J J
r
` 18x12 Faml aAln9 1 x10 x1 r-�
I entaa�aa` venamnlNacnme I F �"m F D.
8"0 8'm \ 1 pile U L-J L C 1 445 1 1 �Y NIC
C 1 130 C 1 130 C 1 130 C 1 130 C 1 130 C 1 130 Admit A tlF Ad�al Ad r�l' I. a..m I - F �4 OF WAN
W4i� y�aO
City of Arlington
22D a c, 8,5 Building Department E 1 ml1 a252
En zzo 11
__- APPROVED F RecrsTw�Eo
60 C4 880 7 ' 80 -- �SStONALOl
6 ®1 1 1 1\ I� 1 I Kevin Olander-09/02/2025
22x6 x6 22x6 22x6 22x6 22x6 22x6 22x6 No changes authorized unless approved by
S, 4 440 $t 440 St 440 SI 400 SI 40o S1 aoo $t 350 the Building Official DESIGNED BY: DRAWN BY:
DT RH N
DATE: APPROVED BY: ,;
02/07/2025 JN a6
SCALE: FILE NAME:
ea
None M2.1s
s
i PROJECT No: 03-24423 8£
1®1 I®I SHEET TITLE
First Floor
FIRST FLOOR PLAN - MECHANICAL 0� Mechanical Plan
7 Scale: 1/8-1,-o"
0 1 2 4 8 12 ft. NORTH
1/4 - 1 0 SHEET NUMBER:
0
KEY PAN 1st FLOOR c=
OTTOLE M2. / �€m
A B C D E F G
SPECIFIC NOTES THIS SHEET: U
O CONFIRM /REBALANCE THE EXISTING GRID TO AIRFLOW INDICATED.
OADJUST THE EXISTING TERMINAL UNIT TUS-6-1 "DESIRED CFM"TO i E
625 CFM. O a LL
TAB O ADJUST THE
EXISTING TERMINAL UNIT TUS-6-14"DESIRED CFM"TO
1550
04 ADJUST THE EXISTING TERMINAL UNIT TUS-6-32"DESIRED CFM"TO m a m
200 CFM. _
5 SPRINKLER HEAD AND w REP a' _
QUICK RESPONSE SPRI I I F rTIIRER TO MATCH
ING) n 3
3m
S1 550"CFM
120
550 CFM Ri
10"0
2
z
(N) UPS o
F
1223A N;�,C1L 8" -- U
/ (N) I I` 12 w
8x8 , S 1 'I W
S] 7 C \ 70 �
G o,\ sup
X 75 CFM tOr as `�`` LLI
/ B D
i 0 ` ` rn
(R) Office Office 0 `�%
Patient Bay 1223 1222 o
TU-6-15 TU-6-16 1335 8"p TU-6-16 R1 8
Pa ent Bay Patient Bay Pati nt B y 8"0 2° 7 R� 120 C 1 g"� E 120 Z
3 1 40 - C 1 200 B"m (E) - I 200
LI — —
r - ay ay Pre-OP Bay
,12x12
„� 6"0 6"� C 1 600 C 1 600 C 1 6' C 1 100 C 1 1 0 S �._.�400 1
0 C 1 100 C 1 100 � �i 6"0
220 43x20 70 43x20
4 TU-6-32 (E) Toil
4 0 2 0 1227A R 4 0 12
R 1 T C 1 51 o R 1 400 ' Patient Toilet
N un 10 400 1221
q 1 46A -
5 6"o C
� J
Z
E1 � W
TU-6-14 (E) rx-
W �
I I 3 1 4"� s,.� , 14" U
O
Toilet II1�
I Consul "� Toilet 45 X 450 TU- 7 J =
1345 R1 o Nu Station 1334A TU-6-1 (E) TYP 3 + }
2 6 ( W W
J rn
E 1 TYP. 8o Ca
R 1
8'0 6 E1 14"� TYP. Z
C 1 6 o C 1 180 OJA R 1 385 85 Arauma_ w ; 'a
70 1334 2 Z W
5 12x10 2„� 20x 18 sP ( 10 Trauma X-Ray 2"0C 1 20x 1 CT Scan O Q Q Q 3
� � 0 V U Io
X 200 R 1 400 5 4"0 5 1227 X 14"o x rn y
tro X )00 200 U U M a
60o E 1 Electrical R 1 10"0 33 5 uX
1331 240 N TUR
TU-6-18 T 13D a � ' �
O 66R
ACU-7 - 111 rol 1 �4�0 WAs,�r;°�
2x10 12"0 C1 1 22x22 SHAFT =
X , x22 SHAFT 4 X O 12"0 — - ®� m
75 7 775
(TYP72) 3262
340 10"o 10"o TYP 2) N 1 R1 10 JF/S
R1 �sIrow-1 4 N R 1 330 R 1360 S 330360 IONA6
s S X g
- ------------ -- C1 rn 1 275 r 1
_ N ___ y 1000A TU-6-5 10 „
2x 14; 36x 1 6 275F,36x2436x24 1 DESIGNED BY: DRAWN BY:
SHAFT 1 34 4 34x24 F/S DT RH
18x20 �/� DATE: APPROVED BY:
F/S 02/07/2025 JN
G a
x O F S O 6 0 �+ F S SCALE: FILE NAME: ;e
»� SA 6»� +i� / SA LU X C 1 �� None M2.2 k
1 130 cc C 1 100 �14i3�19H O 34X 1 6 1 UO 5011 utility 3 PROJECT No: 03-24423 9£
/J /S �1 8"o SHEET TITLE: 3w
F/S F/X o" �^ I n 8" /�n\/ ^ ^ Partial First Floor
8 � F
Mechanical Plans- €�
2 PARTIAL FIRST FLOOR PLAN — MECHANICAL NEW 0� 1 PARTIAL FIRST FLOOR PLAN — MECHANICAL DEMO 0� demolition &New
Scale: 1/4"=1'-0" NORTH Scale: 1/4"=l'-0"
0 1 2 4 8 12 ft. 0 1 2 4 8 12 ft. Building
of Arlington NORTH SHEET NUMBER:
Department
APPROVED
M2.2
/a" = 1'-0" 1/4" = 1'-0" Kevin Olander-09/02/2025 _
�m
No changes authorized unless approved by
the Building Official
E V
PROJECT DATA
CASCADALLEY HOSPITAL SIZE
ZONE 4.83 ACRES MEDICAL&OTHER HEALTH SERVICES
PARCEL# 31051100102900
TAXID# 91-0792201
LEGAL DESCRIPTION:
SEC 11 TWP 31 RGE 05RT-36)BEG NE COR SE1/4 NE114 TH S 660FTALG E LN SEC TPB TH W 439.56FT RUN PLW N LN SO SUB TH S 660FT MI TO S LN SO
SE114 NE1/4 TH E 439.54FT TO SE CDR SD SUB TH N 660FT M/L TPB LESS BEGON S LN SD SEi/4 NE 304FT W OF SE CORSO SUB TH N 20OFT TH W TO W LN
AFORE-SAID TR TH S TO SW CDR SO TR TH E ALG S LN SD SUB TPB ALSO LESS BEG NE CORSEi/4 NEi/4 TH S AEG E LN SD SUB 1122FT TPB TH W PLT S
LN SUB 229FT TH S PLT E LN SO SUB 116FT TO S LN SO SUB TH E ALG S LN SD SUB TO SE CDR THOF TH N ALG E LN SO SUB TPB EXC RD LESS S 25FT TH
OF TO CITY OF ARLINGTON&ALSO EXC ANY PTN OF BLDG ONLY DESC ON ACCT NO 113105-1-042-0003 LY THOF
ARCHITECTURAL ABBREVIATIONS ARCHITECTURAL SYMBOLS OWNER SITEADDRESS: 330 S STILLAGUAMISH AVENUE
ARLINGTON,WA 98223
& AND SKAGIT REGIONAL HEALTH
X 1415 EAST KINCAID STREET
ACT
ACOUSTIC CEILING TILE DETAIL REFERENCE MT.VERNON,WA 98273 PROJECT DESCRIPTION
AFF ABOVE FINISHED FLOOR
AHU AIR HANDLING UNIT REGIONAL DIRECTOR:MIKE YENGICH
ALT ALTERNATE myengich@skagitregionalhealth.org THIS PROJECT INVOLVES REPLACING THE EXISTING CT SCANNER AND INCLUDES NEW FINISHES,CASEWORK,AND DOOR HARDWARE.THE PROPOSED WORK
ALUM ALUMINUM 360-428-6416 DOES NOT CHANGE CURRENT USE,OCCUPANT LOAD,EGRESS,OR PLUMBING REQUIREMENTS. zo
AV AUDIO/VISUAL
BLDG BUILDING X ARCHITECT:JENNIFER SHEAHAN 0 ~a
CLG CEILING AL jsheahan@skagitregionalhealth.org � it
CLR CLEAR X'AX XX X INTERIOR ELEVATION 360-202-7550 O N
CMU CONCRETE MASONRY UNIT (�
COL COLUMN X
CONC CONCRETE - w
CONT CONTINUOUS DESIGN TEAM
CPT CARPET DOOR TAG W
CT CERAMIC TILE
DIA DIAMETER STRUCTURAL D
-
DIM(S) DIMENSION(S) ROOM NAME FACET
DN DOWN ® ROOM NAME/NUMBER 2210 RIVERSIDE DRIVE w
DR DOOR STE.110 <
DS DOWNSPOUT MOUNT VERNON,WA 98273 �� _ •• - o
DTL DETAIL CONTACT:STEPHEN TABERT
DWG DRAWING ELEVATION DATUM stabert@f—tnw.com
DWR DRAWER 360-899-1110 d
(E) EXISTING
MECHANICAL
EA EACH z
ELEC ELECTRICAL C A ' COLUMN GRID ENGINEERING ECONOMICS,INC. _
ELEV ELEVATOR OR ELEVATION \_J\J STE.31201 25STERN AVENUE
ENE ENLARGED SEATTLE,WA 98101
EQU EQUAL CONTACT:DANA THOMAS z Sk4t Regign4 Health
EXIST EXISTING dana.thomas@eeiengineers.com
EXT EXTERIOR (') WALL TAG 206-622-1001 a
(F) FUTURE Y
F-C FIBER CEMENT ELECTRICAL
FCP FIBER CEMENT PANEL K ENGINEERS
FD FLOOR DRAIN 208 THIRD STREET - (7
FE FIRE EXTINGUISHER OA WINDOW TAG LYNDEN,WA 98264 J
FEC FIRE EXTINGUISHER CABINET CONTACT:DILL DIEPHUIS J
FF FINISHED FLOOR billdiephuis@k-engineers.com j=
FF SAM FOIL FACED SELF-ADHERED MEMBRANE 360-354-4757
FLR FLOOR z
FRT FIRE RETARDANT TREATED # Jp#f # CASEWORK TAG I
FDIC FURNISHED BY OWNER,INSTALLED BY CONTRACTOR yr_ LLI
GA GUAGE # _-
GALV GALVANIZED _ -
GLB GLUE LAMINATED BEAM '�_ - W
GWB GYPSUM WALLBOARD -
HB HOSE BIB REVISION INDICATOR U J
HR HOUR Q Q
INSUL INSULATION Ly J
HC HOLLOW CORE 1 _
HM HOLLOW METAL REVISION NUMBER j1
HT SAM HIGH TEMP RESISTANT SELF-ADHERED MEMBRANE W O
HSS HOLLOW STEEL SECTION
ILO IN LIEU OF I•J_
IN LINEAL FEET DRAWING INDEX .v
INT INTERIOR LL
MAX MAXIMUM ITE PLAN 11 I "
MECH MECHANICAL QNRS Lu J w z
MFR MANUFACTURER - z Q <z
MIN MINIMUM -
MISC MISCELLANEOUS Z > N?
MO MASONRY OPENING
MTL METAL GENERAL a ` - 1 fQ, Q Q Q
(N) NEW G0.0 COVER SHEET r- ` ` -"r.
NA NOT APPLICABLE G0.1 CODE SHEET �L'Ltiti�`pp�� ' _ \ �_"�•�' z
NFVA NET FREE VENT AREA y,r-LQ.' \ +•� "��1ry- e� - F
NIC NOT IN CONTRACT a,Js y� „ i 1 1 N
OC ON CENTER INFECTION CONTROL �iAA •" 9 ' / < z
OD OUTSIDE DIAMETER f �, - - '!= �/ (-•)
OPP OPPOSITE IC1.0 1ST FLOOR INFECTION CONTROL PLAN
_ M Q
OH OPPOSITE HAND
ORWL OVERFLOW RAIN WATER LEADER
PLYWD PLYWOOD ARCHITECTURAL
PNT PAINT OR PAINTED A1.0 1ST FLOOR ENLARGED PLAN • '"s: E MAPLE STREET
PT PRESSURE TREATED A2.0 FINISH PLANS&SCHEDULE
• A _
R RISER A.21 INTERIOR ELEVATIONS • -- -
REF REFERENCE OR REFRIGERATOR A3.0 TYPICAL MOUNTING HEIGHTS REGISTERED
• y" 12803 ARCHITECT
READ REQUIRED A4.0 DETAILS • ^yryyQ/�,�/y�
RCP REFLECTED CEILING PLAN A4.1 DETAILS •REQ REQUIRED w
R&S ROD AND SHELF MECHANICAL
ROOF DRAIN i J N IFcER nsHEH H
RD ON
RD ROUGH OPENING M0.0 COVER SHEET z
RM ROOM IN
SCHEDULES AND DETAILS LL
RWL RAIN WATER LEADER MO.2 SPECIFICATIONS
SC SOLID CORE M2.1 OVERALL FLOOR PLAN • _
SF SQUARE FOOT/FEET M2.2 DEMOLITION AND NEW WORK PLANS
e SHWR SHOWER
SHT SHEET ELECTRICAL INVESTIGATION BY: DRANN BY:
SI SQUARE INCH(ES) _ 6
JS JS =
SIM SIMILAR E0.1 NOTES,LEGEND,AND INDEX : 1 .'4 DATE: PROJECT MGR:
SPEC SPECIFIED OR SPECIFICATION E2.1 GROUND FLOOR POWER PLAN _
SQU SQUARE E2.2 FIRST FLOOR POWER PLAN - • ` -�+ �- - H
• �� NEIT ROAD 02/07/2025 MY
SS STAINLESS STEEL E2.3 CT ROOM DEMO&POWER PLANS • '� _ _ L HicrlTalvo okNL 33
STL STEAL E2.4 CT ROOM LIGHTING&ANCILLARIES PLANS • • - r1 ;d
ST STREET E2.5 EQUIPMENT PLAN • �. .� .y�.t SCALE: FILE NAME
STRUCT STRUCTURAL E6.1 POWER SYSTEM RISER DIAGRAM • ` ;T : - "� v ,•a 1- 1/8"=1'O" GO.O.DWG b6
T TREAD E6.2 POWER SYSTEM RISER DIAGRAM • - tf w „
TPD TOILET PAPER DISPENSER E6.3 PANEL SCHEDULE • -• r ) ¢€
TO TOP OF E6.4 PANEL SCHEDULE • i PROJECT No: 2025-4378
TOC TOP OF CONCRETE SHEET TITLE:
TYR TYP AL
TO
TOP OF STEEL a pw
IC EQUIPMENT `
UNO UNLESS NOTED OTHERWISE A701 w ARCHITECTURAL EQUIPMENT PLAN • g
VCT VINYL COMPOSITION TILE - COVER SHEET €
VIF VERIFY IN FIELD S101 STRUCTURAL FLOOR PLAN • -
VT VINYL TILE
502 STRUCTURAL CEILING PLAN -
E101 ELECTRICAL DIMENSION PLAN " "btl
W/O WITHOUT TH E501 w ELECTRICAL DETAILS • -' l`�
WC WATER CLOSET
WDF WDEDFLANGE ,� VICINITY MAP SHEET NUMBER: �o
WRB WEATHER RESISTIVE BARRIER £"
WWF WELDED WIRE FABRIC p
NTS O.O 8
€8
APPLICABLE CODES DURING 2008 EXPANSION BUILDING INFORMATION IBC CODE SUMMARY BASEMENT OCCUPANCY AND EGRESS WIDTH
2006 INTERNATIONAL BUILDING CODE TOTAL FLOOR AREAS CHAPTER 3-USE AND OCCUPANCY CLASSIFICATION:
2006 INTERNATIONAL FIRE CODE BASEMENT: 14,400 SF 14,400 SF/100=
2006 INTERNATIONAL MECHANICAL CODE FIRST FLOOR: 36,737 SF BUILDING OCCUPANCIES 144 OCCUPANTS
2006 INTERNATIONAL FUEL GAS CODE 1987 TOWER-BLDG 1 14,400 SF
2006 UNIFORM PLUMBING CODE AND PLUMBING STANDARDS 2008 EXPANSION-BLDG 2 22,337 SF HOSPITAL: 1-2 144/2=72
2006 INTERNATIONAL PROPERTY MAINTENANCE CODE SECOND FLOOR: 30,995 SF BUSINESS: B
2005 NATIONAL ELECTRICAL CODE 1987 TOWER-BLDG 1 14,400 SF ASSEMBLY: A-2,A-3
2006 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES(ICC/ANSI 117.1) 2008 EXPANSION-BLDG 2 16,595 SF
2006 INTERNATIONAL EXISTING BUILDING CODE THIRD FLOOR: 14,400 SF
2006 INTERNATIONAL LIFE SAFETY CODE CHAPTER 4-SPECIAL DETAILED REQUIREMENTS BASED ON USE AND OCCUPANCY:
2006 FGI DESIGN AND CONSTRUCTION GUIDELINES TOTAL BUILDING AREA: 96,532 SF 72
M.R.I.BUILDING: 1,123 SF AREA OF REFUGE CALCULATIONS 72
MECHANICAL BUILDING: 325 SF
SMOKE COMPARTMENT 1-1ST FLOOR 72 X 0.2=14.4"
OCCUPANCY AREAS 106/3 SF/OCCUPANTS
=PA OCCUPANTS X 6 0.=636 SF REQ'D<36"ACTUAL 72 X 0.2=14.4"
BASEMENT: E /3=36 OCCUPANTS PER DOOR;X 0.2=7.2"REQ'D<qq^ACTUAL REQ'D<36"ACTUAL
I-2 HOSPITAL SUPPORT 11,385 SF SMOKE COMPARTMENT 2-2ND FLOOR
SITE INFORMATION B BUSINESS OFFICES 3,015 SF 7.749 BE/100=78 OCCUPANTS X 6 SF=468 BE
78/3=26 OCCUPANTS PER DOOR;X 0.2=5.2"REQ'D<44"ACTUAL
FIRST FLOOR:
GROSS FOOTPRINT OF BUILDINGS: 22,744 SF B ADMINISTRATIVE 15,365 SF
GROSS FOOTPRINT OF PARKING AREAS: 42,588 SF 1-2 HOSPITAL 19,427 SF CHAPTER 5-GENERAL BUILDING HEIGHTS AND AREAS:
OTHER IMPERVIOUS AREA: 15,218 SF A-3 ASSEMBLY 1,945 SF FIRST FLOOR OCCUPANCY AND EGRESS WIDTH
LANDSCAPING AREA: 19,748 SF ALLOWABLE: 1-2: 4 STORIES,160 FT MAXIMUM
SECOND FLOOR: A-2: 11 STORIES,160 FT MAXIMUM
TOTAL SITE AREA: 100,298 SF B ADMINISTRATIVE 5,442 SF A-3: 11 STORIES,160 FT MAXIMUM
ROOF GARDEN 1,895 SF B: 11 STORIES,160 FT MAXIMUM
1-2 HOSPITAL 20,384 SF 14,400 SF/100=
A-2 DINING&SERVERY 3,121 SF ACTUAL HEIGHT: 1987 WING IS 4 STORIES,57'-9 1/2"ABOVE GRADE PLANE 144 OCCUPANTS Zp
A-3 CHAPEL 1535E 144+86=230/2=115
F
MAX ALLOWABLE AREA: UNLIMITED a
THIRD FLOOR:
U
I-2 HOSPITAL 14,400 SF 115 X 0.2=23" 0 N
CHAPTER 6-TYPES OF CONSTRUCTION: REQ'D<42"ACTUAL r 115 X 0.2=23" (� a
CONSTRUCTION TYPE: I-B /J/ REQ'D<36"ACTUAL w
FIRE-RESISTANCE RATING REQUIREMENTS: 115 115 LLI
BUILDING ELEMENT: 2 HR 86 X 0.2=17.2"
BEARING WALLS: REQ'D<44"ACTUAL
-INTERIOR: 2 HR co
-EXTERIOR: 2 HR 19,197 SF/100=192 OCCUPANTS 66
NON BEARING WALLS: (n
-INTERIOR:
0 HR 230 SF/15(WAITING)-16 OCCUPANTS a
FLOOR CONST: 2 HR =208 OCCUPANTS TOTAL o
ROOFCONST: 1 HR 208+50=258/3=86
ROOF IS WITHIN 20'OF FLOORS BELOW
HEAVY TIMBER IS USED IN LOBBY AREA o
Z
SHAFT ENCLOSURES: 2 HR 86 X 0.2=17.2"
CORRIDORS: 0 HR,SMOKE TIGHT REQ'D<72"ACTUAL
SMOKE BARRIER: 1 HR
ELEVATOR RMS: 2 HR 66 1-,, _,,1 ,,,,1
M.R.I.BUILDING: III 50 Skagit Regional Health
B OCCUPANCY �86
EXTERIOR WALLS: 1 HR N&W
OHR S&E
SEPARATION DIMS: 11'-O"MRI WEST TO 1987 BLDG 86 X 0.2=17.2" 2,985 SF/15=
16'-4"MRI SOUTH TO 2008 BLDG REQ'D<36"ACTUAL 199 OCCUPANTS
50 199/4=50
CHAPTER 7-FIRE AND SMOKE PROTECTION FEATURES: 50 X 0.2=10" 50 50
FIRE BARRIER REQUIREMENTS: REQ'D<72"ACTUAL 50 X 0.2=10"
A TO I OCCUPANCY=1HR FIRE BARRIER SEPARATION REQ'D<36"ACTUAL Z
FIRE RESISTANCE RATING REQUIREMENTS: W
tt I I TWO HOUR MACHIN PROVIDED OMENCLOS FUTURE FLEXIBILITY SECOND FLOOR OCCUPANCY AND EGRESS WIDTH 2
TWO HOUR MACHINE ROOM ENCLOSURES PROVIDED
CHAPTERS-INTERIOR FINISHES: W!1 J
14,400 27=2 1 V
lr�y/yry ASSEMBLY:A-2&A-3 Q
1440 SF/100= Q
INTERIOR EXIT STAIRWAYS,RAMPS AND PASSAGEWAYS:CLASS 6 J
CORRIDORS AND ENCLOSURES FOR EXIT ACCESS STAIRWAYS:CLASS B 144+127=271/2=136 ^^
ROOMS AND ENCLOSED SPACES:CLASS C LL
0 BUSINESS:B 136X0.2=27.2"
INTERIOR EXIT STAIRWAYS,RAMPS AND PASSAGEWAYS:CLASS B REQ'D 136"ACTUAL 136 X 0.2=27.2" O
CORRIDORS AND ENCLOSURES FOR EXIT ACCESS STAIRWAYS:CLASS C REQ'D<36"ACTUAL
tt 6 6 ROOMS AND ENCLOSED SPACES:CLASS C
PROJECT LOCATION MECHANICAL - HOSPITAL:1-2 136 W
N
BUILDING NTERIOR EXIT STAIRWAYS,RAMPS AND PASSAGEWAYS:CLASS 6 136 N
b, CORRIDORS AND ENCLOSURES FOR EXIT ACCESS STAIRWAYS:CLASS B 14,285 SF 1100=143 OCCUPANTS W J Z m
ROOMS AND ENCLOSED SPACES:CLASS 6 J w Z
1,895 SF 115(WAITING)=127 OCCUPANTS
❑ =270 OCCUPANTS TOTAL 127 127 X 0.2=25.4" ; =z
008 CHAPTER 9-FIRE PROTECTION SYSTEMS: 270+110=380/3=127 REQ'D<44"ACTUAL _
m LA=
--------- 1987 TOWER - AUTOMATIC SPRINKLER SYSTEM-NFPA 13 127- Q 1
BUILDING 1 3
127 X 0.2=25.4" ��/� Q
O 0 CHAPTER 10-MEANS OF EGRESS: REQ'D<36"ACTUAL V/ U p
HBBH Stss DESIGN OCCUPANT LOAD:1,472 I- < o J
0 L 127X 0.2=25.4" 110X 0.2=22"EGRESS WIDTH: REQ'D<36"ACTUAL REQ'D<88"ACTUAL
REFER TO OCCUPANCY DIAGRAMS 127 110
NUMBER OF EXITS:
i=i >1 BUT<500=2 EXITS PER STORY REQUIRED
?-� BASEMENT: REQUIRED 2,PROVIDED
pp && FIRST FLOOR: REQUIRED=3,PROVIDED=7
LJ SECOND FLOOR: REQUIRED=3,PROVIDED=5 3,274 SF/15=
2008 EXPANSION 6 THIRD FLOOR: REQUIRED 2,PROVIDED 110 X 0.2=22"�` OCCUPANTS 12803 REGISTERED
BUILDING 0000000800 M.R.I. REQ'D<88"ACTUAL 110 ARCHITECT
BUILDING HORIZONTAL EXITS PROVIDED BETWEEN 1987 AND 2008 CONSTRUCTION
TWO HOUR FIRE BARRIER PROVIDED AT COLUMN LINE 1 AT EXISTING 1987
EXTERIOR WALL'
II J N IF�ER n HEN HON
HORIZONTAL EXITS PROVIDED BETWEEN 1-2 AND A OCCUPANCIES
& & TWO HOUR HORIZONTAL EXIT PROVIDED
e�ae e� o 0 0 g CHAPTER 29-PLUMBING FIXTURES: THIRD FLOOR OCCUPANCY AND EGRESS WIDTH
GROUP A-2:3,274 SF/30=110 OCCUPANTS INVESTIGATION BY: DRANN BY: ,
14,400 SF/100= JS JS =
LLttt MALE WATER CLOSETS REQ'D=3 144 OCCUPANTS €�
0 FEMALE WATER CLOSETS REQ'D=3 DATE: PROJECT MOR:
144/2=72 MALE LAVATORIES REQ'D=2 02/07/2025 MY 91
STILLAGUAMISH AVENUE FEMALE WATER CLOSETS REQ'D=2 pj
SCALE: FILE NAME-
WAITING ROOMS:3 TOTAL °
UNISEX WATER CLOSETS REQ'D=3 72 `
'LAVATORIES REQ'D=3
� 72 PROJECT No: 3916-2024
GROUP 1-2:52,944 SF/200=265 OCCUPANTS it
NORTH
72 X 0.2=14.4"- 72 X 0.2 14.4" SHEET TITLE:
= =S
MALE WATER CLOSETS REQ'D=9 REQ'D<36"ACTUAL
FEMALE WATER CLOSETS REQ'D=10 REQ'D<36"ACTUAL
CODE SHEET
MALE LAVATORIES REQ'D=5
FEMALE WATER CLOSETS REQ'D=5y
TOTAL WATER CLOSETS REQ'D=28
SITE PLAN TOTAL WATER CLOSETS PROVIDED=33 OCCUPANCY AND EXIT DIAGRAMS
SHEET NUMBER:
TOTAL LAVATORIES REQ'D=17
2 SCALE:1"=60'-0" NTS ^O. £5
TOTAL LAVATORIES PROVIDED=31 (v_
DRINKING FOUNTAINS REQ'D=3 pm
DRINKING FOUNTAINS PROVIDED=3 €8
E
U o'n
CASCADE VALLEY HOSPITAL ARLINGTON, WASHINGTON 6 0 E
� o LL $
ma �
CT SCAN RENOVATIONS a
a' :Ew
INDEX OF DRAWINGS: PROJECT ADDRESS:
MO.0 COVER SHEET, SITE PLAN, LEGEND AND PROJECT INFORMATION CASCADE VALLEY HOSPITAL
330 SOUTH STILLAGUAMISH AVE.
MOA MECHANICAL SCHEDULES AND, DETAILS ARLINGTON, WASHINGTON 98223
MO.2 MECHANICAL SPECIFICATIONS
M2.1 1/8 SCALE MECHANICAL PLAN Q o
M2.2 1/4 SCALE DEMOLITION AND NEW WORK MECHANICAL PLANS DESCRIPTION OF WORK:
MECHANICAL SYMBOLS LEGEND (NOT ALL SYMBOLS ARE USED ON THESE DRAWINGS) ADD,ADJUST AIR FROM THE EXISTING BUILDING HVAC O
SYSTEMS TO SERVE THE REQUIREMENTS OF THE NEW CT (� o
SCAN EQUIPMENT AND THE SUPPORTING UPS EQUIPMENT. LLJ
SYMBOL DESCRIPTION SYMBOL DESCRIPTION CODE INFORMATION: fr_
• ANSI/ASHRAE STANDARD 188 ILL
SINGLE DOUBLE HVAC MEDICAL GASES 2021 INTERNATIONAL BUILDING CODE(IBC) GENERAL PROJECT W W
LINE LINE -MV- MEDICAL VACUUM 2021 INTERNATIONAL MECHANICAL CODE(IMC) INFORMATION: a
1�� w+ RADIUS ELBOW -02- OXYGEN 2021 WASHINGTON STATE ENERGY CODE
R=i.5W $ ZONE VALVE BOX AUTHORITY WASHINGTON STATE DEPARTMENT
• 2021 UNIFORM PLUMBING CODE(UPC) OF HEALTH CONSTRUCTION REVIEW 6
'r � 1--r-.-� TRANSITION - CONCENTRIC(15-MAX. SUPPLY) WALL CEILING SERVICES z
2 �•+ �-�T (30-MAX. RETURN/EXHAUST) 0 STATE OF WASHINGTON DEPARTMENT OF HEALTH
❑V MEDICAL VACUUM OUTLET AMENDMENTS TO THE ABOVE CODES. CITY OF ARLINGTON
45 DEG. RADIUS ELBOW oo �0 OXYGEN OUTLET CITY OF ARLINGTON BUILDING DEPARTMENT AMENDMENTS
Y 1� TO THE ABOVE CODES.
O ❑S SLIDE PIPING AND PLUMBING ASHRAE STANDARD 170-2013
0 PIPE ELBOW UP WORK DEFINITION FGI- 2014
CONNECTION TO EXISTING U.S.DEPARTMENT OF HEALTH AND HUMAN SERVICES
PIPE ELBOW DOWN
CENTERS FOR DISEASE CONTROL AND PREVENTION.
PIPE TEE UP DISCONNECTION FROM EXISTING
JOINT COMMISSION STANDARD EC.02.05.02
H PIPE TEE DOWN 1 INDICATES DETAIL AND SHEET NUMBER WHERE ADDITIONAL.FORMATION ABOUT DETAIL CAN BE FOUND 2022 WASHINGTON STATE CLEAN BUILDING
E1.1 I
PERFORMANCE STANDARDS
] PIPE CAP OR PLUG
PIPE FLEXIBLE CONNECTION
EF MECHANICAL EQUIPMENT CALLOUT; REFER TO
�
1 MECHANICAL EQUIPMENT SCHEDULE
PIPE UNION J
1 INDICATES SECTION AND SHEET NUMBER WHERE
CONCENTRIC REDUCER xx SECTION CAN BE FOUND LZ
Q ECCENTRIC REDUCER 2 E
01 DETAIL/FLAG NOTE LJ.J (n
DIRECTION OF FLOW () O
DOMESTIC COLD WATER A REVISION SYMBOL Q =
--
---------- REMOVE EXISTING MECHANICAL EQUIPMENT
DOMESTIC HOT WATER I I W J
HWS HEATING WATER SUPPLY ABBREVIATIONS - - Q a o
--HWR-- HEATING WATER RETURN AFF ABOVE FINISH FLOOR _ LLJ_LJ_LJ� LLIz =z
EQUIPMENT DRAIN AP ACCESS PANEL _ III YV/
CVH CASCADE VALLEY HOSPITAL Q z LLJ o N
PRESSURE/TEMPERATURE(P/T) TAP 0 ¢O
(E) EXISTING C)
GATE VALVE EAT ENTERING AIR TEMPERATURE p� e W I--- M
Q oz
C�0 BALL VALVE EEI ENGINEERING ECONOMICS INC - - U U n a
ELEV ELEVATION •••��••
BUTTERFLY VALVE EWT ENTERING WATER TEMPERATURE 1987 WING ❑ '�o
CALIBRATED BALANCING VALVE GC GENERAL CONTRACTOR BU DLSNG 1
LAT LEAVING AIR TEMPERATURE
] FEMALE HOSE CONNECTION IV
LWT LEAVING WATER TEMPERATURE PROJECT - .�tF'Op WAD.
C•,r�
I� MALE HOSE CONNECTION MC MECHANICAL CONTRACTOR LOCATION - I I Wk iy �ca�
D<E GATE VALVE WITH HOSE END (N) NEW - ,m
N.I.C. NOT IN CONTRACT C-AN
DKE BALL VALVE W/HOSE END
NO \� �•��•�
NORMALLY OPEN - Eilj xosvnn� eioo �3262 �z
VV
T�I CHECK VALVE PM PROJECT MANAGER 2008 WING a F� IONA SS 9Gl
P/T PRESSURE /TEMPERATUREu00000000o tONAL
❑T ZONE TEMPERATURE SENSOR (EAST) I a
SOS SAFETY OVERFLOW SWITCH UILDING 2
SP SPEAKER
FIRE PROTECTION SRH SKAGIT REGIONAL HEALTH J o-II a •max• DESIGNED BY: DRAWN BY:
DT RH
UPRIGHT SPRINKLER HEAD (TYP) TYPICAL _ tB
TUE TERMINAL UNIT- EXHAUSTDATE: CILE
ovEo Br:PENDANT SPRINKLER HEAD TUS TERMINAL UNIT- SUPPLY02/07/2025JNX EXISTING
SCALE: NAME: "$
None MU.0 s
- -- - --- s
ST-GUA--NUE PROJECT No: 03-24423 $£
SHEET TITLE:
Cover Sheet, g
Legend
7
and Notes
SITEPLAN � SHEET NUMBER:
=o
NO SCALL NORTH
M0.0
€m
C D E F G H I
U on
RETURN TERMINAL UNIT (TUR) STEEL CLAMP(TYP) r
MIN AIRFLOW INLET FLEXIBLE DUCT LENGTH 3 FEET [j,Q "—
MAXIMUM(NO FLEX DUCT C CC
TAG MANUFACTURER LOCATION SERVICE INLET MAX MINIMUM MAX SIZE NOTES _ i a o E
ABOVE HARD COILING) O g
] AND MODEL SP INC CFM CFM (INCHES) 4 LL
TUR-6-1 TITUS DECV COORIDOR 1000AI /4-4.1 UPS 1223A 0.25 25 100 550 7 [1][2] SUPPLY DUCT 4J
USE DUCT SEALANT m d
SPECIFIC SCHEDULE NOTES: ON SPIN-FITTING _
[1] FIELD VERIFY. a
[2] NON-EROSIVE INTERIOR SURFACE. aE W
INSIDE OF PLENUM 1" r
SHALL BE FLAT
BLACK
3m=
PLENUM FULL NECK ory N�
SIZE
3'-0"MAX //
SUPPLY DIFFUSER /SpIN IN FITTING WITH
GRILLE / REGISTER/ DIFFUSER SCHEDULE E MANUAL VOLUME
DAMPER AND
1 LOCKING QUADRANT
TAG IMAGE MANUFACTURE SERVICE FACE TYPE MOUNTING DAMPER MATERIAL COLOR NOTES SEAL ALL CONNECTIONS
2 AND MODEL TYPE CEILING GRID AIR TIGHT(TYP)
SQUARE NECK SUPPLY
S, TITUS MCD SUPPLY 24" x 24" T-BAR NO STEEL WHITE [,][2][3] [4] DIFFUSER CONNECTION DETAIL O
1 NOT TO SCALE V
W
R1 TITUS PAR RETURN 2" PLUS NECK T-BAR NO STEEL WHITE [1][2][3] [4] It
STEEL CLAMP W
SPECIFIC SCHEDULE NOTES: FLEXIBLE DUCT LENGTH 3 FEET
MAXIMUM(NO FLEX DUCT
1. MAX NOISE CRITERIA NC SHALL BE NC = 20 UNLESS NOTED OTHERWISE. ABOVE HARD COILING) CO
2. SEE DRAWINGS FOR CFM AND NECK SIZE. (DIFFUSER INLET TO BE SAME SIZE AS FLEX DUCT) PROVIDE MINIMUM 1" CO
3. PROVIDE BORDER TYPE TO MATCH CEILING. BETWEEN EDGE OF DUCT a
4. PROVIDE 24x24 OR 24x12 PANEL FOR LAY-IN CEILING APPLICATION. AND SPIN IN FITTING
5. PROVIDE BRANCH DUCT SIZE THE SAME AS NECK SIZE UNLESS OTHERWISE NOTED. RETURN/EXHAUST DUCT
USE DUCT SEALANT
ON SPIN-FITTING z°
3
INSIDE OF PLENUM 1
SHALL BE FLAT /l
BLACK k�
MATERIALS SCHEDULE PLENUM FULL NECK
SIZE
ITEM MATERIAL JOINING REFERENCE INSULATION NOTES RETURN/EXHAUST GRILLE 3'-0"MAX
DESCRIPTION METHOD STANDARDS THICKNESS B ELL MOUTH SPIN-IN
SPRINKLER PIPE STEEL PIPE WELDED OR ASTM-A135 - FITTING MANUAL
DA
SCHEDULE 40 MECHANICAL JOINT VOLUME DAMPER AND
LOCKING QUADRANT
GALVANIZED STEEL, LOCK PER APPLICABLE SMACNA POINT BLADES TOWARDS SEAL ALL CONNECTIONS
ADJACENT WALL------- AIR
GRILLE AIR TIGHT GRID
SUPPLY AIR DUCTWORK, FORMING QUALITY WITH A DUCT MANUAL, ALL JOINTS 1" (R-3.3) GAUGE PER APPLICABLE CEILING GRID
RECTANGULAR ZINC COATING OF 1.25 OUNCES TO BE SEALED WITH GASKETS SMACNA EXTERNAL WRAP SMACNA DUCT MANUAL,
EPER ACH SQUARE FOOT ON OR SEALANT(NOTICTTYPE TAPE UCT USE +4" PRESSURE CLASS 2 CONNECTION DETAIL
4
NOT TO SCALE J
GALVANIZED STEEL, SINGLE HEAVY DUTY FLANGE. z
WALL LINED -OR- WITH COORDINATE FLANGE W
EXTERNAL INSULATION, REQUIREMENTS WITH
SUPPLY AIR DUCTWORK, SPIRAL LOCKSEAM, LOCK STRUCTURAL ENGINEER, 1" (R-3.3) GAUGE PER APPLICABLE W U)
ROUND AND FLAT OVAL FORMING QUALITY WITH A PER APPLICABLE SMACNA SMACNA EXTERNAL WRAP SMACNA DUCT MANUAL, ROUND VAV TERMINAL UNIT U Q
ZINC COATING OF 1.25 OUNCES DUCT MANUAL, ALL JOINTS USE +4" PRESSURE CLASS RE: SCHEDULE FOR SIZE Q =
PER SQUARE FOOT ON TO BE SEALED WITH GASKETS TRANSITION TO BRANCH TRANSITION TO BRANCH d } M
OR LISTED MASTIC TYPE DUCT
DUCT SIZE AS REQUIRED DUCT SIZE AS REQUIRED W W
EACH SIDE w m
SEALANT(NO DUCT TAPE) J Z z
GALVANIZED STEEL, LOCK PER APPLICABLE SMACNA W ; :p
RETURN AIR DUCTWORK, FORMING QUALITY WITH A DUCT MANUAL, ALL JOINTS 4" EXTERIOR DUCT GAUGE PER APPLICABLE =z
n-
ROUND AND FLAT OVAL ZINC COATING OF 1.25 OUNCES TO BE SEALED WITH GASKETS SMACNA (WITH ALUMINUM SMACNA DUCT MANUAL
W 2u
PER SQUARE FOOT ON OR LISTED MASTIC TYPE DUCT WEATHER PROOF BARRIER) ROUND OR Q Q 3
5 EACH SIDE SEALANT(NO DUCT TAPE) RECTANGULAR U U
GALVANIZED STEEL, LOCK PER APPLICABLE SMACNA DUCTWORK DOUCTWORK UND RECTANGULAR to F
FORMING QUALITY WITH A DUCT MANUAL, ALL JOINTS GAUGE PER APPLICABLE U U n 9
EXHAUST AIR DUCTWORK ZINC COATING OF 1.25 OUNCES TO BE SEALED WITH GASKETS SMACNA - SMACNA DUCT MANUAL 12"MINIMUM RIGID DUCT ON " a
PER SQUARE FOOT ON OR LISTED MASTIC TYPE DUCT THE INLET AND THE OUTLET
OF THE TERMINAL UNIT
EACH SIDE SEALANT NO DUCT TAPE
FLEXIBLE FIBERGLASS BLANKET, ASTM-0553 K VALUE= 0.27 ®75'
DUCT INSULATION FACTOKRAFTTRVAPORLIED BARRIIEIL SCRIM R JACKET VAPOR JOINT SEAL TYPCLASSEB'2 MINIMUM THERMAL REU FT
SISTANCE= 3.3 RETROFIT & NEW
3 ROUND TERMINAL UNIT DETAIL
GENERAL SCHEDULE NOTES: NOT TO SCALE
1. ALL MATERIALS REQUIRED FOR THIS PROJECT MAY NOT BE LISTED IN SCHEDULE. 3262 Az
2. REFER TO MECHANICAL SPECIFICATIONS AND APPLICABLE STANDARDS FOR FURTHER INFORMATION. F °FcrsT TIE°
3. ALL INSULATION LOCATIONS SHALL COMPLY WITH THE CURRENT WASHINGTON STATE ENERGY CODE. �SSIONALGl
6
DESIGNED BY: DRAWN BY:
DT RH
DATE: APPROVED BY: ,;
ENVIRONMENTAL AIR SUMMARY TABLE
02/07/2025 JIN
CODE[1] TARGET DESIGN DESIGN DESIGN DESIGN SPACE PRESSURE PRESSURE SUPI ILY AIR FILTER SCALE: FILE NAME: e8
ROOM CEIUNG SPACE MINIMUM AIR CHANGE AIR CHANGE SUPPLY EXHAUST RETURN CFM RELATIONSHIP RELATIONSHIP MERV
NUMBER ROOM DESCRIPTION AREA HEIGHT VOLUME TOTAL PER HOUR PER HOUR AIRFLOW FROM AIRFLOW TO AIRFLOW TO DIFFER- TO ADJACENT TO ADJACENT NO. NO. NO. None MO.1 ;E
S
Sq.FT. FEE CU.FT. AC AC AC CFM CFM CFM ENCE AREAS-CODE AREAS-DESIGN 1 2 3 PROJECT No: 03-24423 $£
1223A UPS 45 9 405 NR NA 81 550 AHU-6 0 NA 550 AHU-6 0 NR E 8 14 -
1223 OFFICE 73 9 657 NR NA 7 75 AHU-6 0 NA 75 AHU-6 0 NR E 8 14 - SHEET TITLE:
1331 ELECTRICAL ROOM 125 9 1125 NR NA 8 150 AHU-6 0 NA 150 AHU-6 0 NR E 8 14 - Mechanical g
1333 CONTROL 90 9 810 NR 4 1 15 200 AHU-6 0 NA 200 AHU-6 0 NR E 8 14 Schedules
7 1334 CT SCAN 340 9 3060 NR 4 26 1350 AHU
-6
0 NA 1350 AH6
-6 0 NR E 8 14 - and Details '
a�
SCHEDULE NOTES
SHEET NUMBER:
[1] ANSI/ASHRAE/ASHE Standard 170-2013 G
NA NOT APPLICABLE M O. 1 1 ;
NR NO REQUIREMENT x
A B c D E F G H I
U on
f�
CC _
SECTION 23 00 00-GENERAL REQUIREMENTS C L Z� E
1 PART 1 - GENERAL SECTION 23 02 00-ENERGY COMPLIANCE 0 LL
1.1 FURNISH ALL MATERIALS, EQUIPMENT, TOOLS, AND LABOR RELATED TO THE INSTALLATION OF THE MECHANICAL WORK AS INDICATED ON THE PART 1 - GENERAL •� QJ
DRAWING AND SPECIFICATION HEREIN. CONNECT ALL FACILITIES TO BE INSTALLED FOR A COMPLETELY COORDINATED AND INTEGRATED 1.1 MECHANICAL WORK SHALL MEET THE REQUIREMENTS OF THE WASHINGTON ENERGY CODE. m a
MECHANICAL SYSTEM. IT IS THE INTENT AND PURPOSE OF THESE DRAWINGS AND SPECIFICATIONS THAT, UPON COMPLETION OF PROJECT, THE PART 2- NOT USED
CAL
INSTALLATION,INCLUDING ALL SYSTEMS,SHALL BE COMPLETE AND OPERABLE IN ALL RESPECTS. [ ] -
1.2 NEW WORK SHALL BE OF THE HIGHEST INDUSTRY STANDARD.THE GOOD APPEARANCE OF THE FINISHED WORK SHALL BE OF EQUAL PART 3- [NOT USED] c' m
IMPORTANCE WITH ITS MECHANICAL EFFICIENCY.ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH ACCEPTABLE INDUSTRY PRACTICES. SECTION Z3 O5 Z9-MECHANICAL SUPPORTS a `w
1.3 THE DRAWINGS ARE DIAGRAMMATIC IN CHARACTER AND INDICATE THE GENERAL ARRANGEMENT OF MECHANICAL WORK,BUT DO NOT INDICATE r
EVERY REQUIRED OFFSET,FITTINGS,OR ACCESSORY. LOCATIONS ARE APPROXIMATE AND SHALL BE SUBJECT TO MINOR MODIFICATIONS. PART 1 - GENERAL 3
FIELD-VERIFY ALL CRITICAL COMPONENTS AND DIMENSIONS.RECORD MODIFICATIONS ON"AS-BUILY'DRAWINGS. 3 m
1.4 CERTAIN VERTICAL AND HORIZONTAL OFFSETS ARE SHOWN IN DUCTS AND PIPING TO INDICATE THE GENERAL POSITION RELATIONSHIP OF THE 1.1 SECURELY FASTEN ALL PIPING AND DUCTWORK WITHIN STRUCTURES TO THE BUILDING STRUCTURE BY MEANS OF HANGERS, SUPPORTS, GUIDE c;:
SYSTEMS WITHIN THE SPACE AVAILABLE FOR SYSTEM INSTALLATION.PROVIDE ADDITIONAL OFFSETS AS REQUIRED TO COORDINATE WITH ANCHORS, AND SWAY BRACE SEISMIC RESTRAINTS TO MAINTAIN ALIGNMENT, TO PREVENT SAGGING, AND TO PREVENT NOISE AND EXCESSIVE u,N
INSTALLATION REQUIREMENTS OF OTHER SYSTEMS. STRAIN DUE TO MOVEMENT UNDER OPERATING CONDITIONS.
1.5 ARRANGE AND PAY FOR ALL NECESSARY PERMITS,FEES,INSPECTION SERVICES,AND ROYALTIES IN CONNECTION WITH THE MECHANICAL WORK 1.2 ALL MECHANICAL EQUIPMENT SUPPORTS SHALL BE DESIGNED BY A LICENSED STRUCTURAL ENGINEER AND SHALL COMPLY WITH THE
ON THIS PROJECT. INTERNATIONAL BUILDING CODE SEISMIC REQUIREMENTS.
1.6 ALL WORK,MATERIALS,AND EQUIPMENT SHALL COMPLY WITH THE RULES AND REGULATIONS OF ALL CODES AND ORDINANCES OF THE LOCAL, 1.3 PREPARE AND PROVIDE,IF REQUESTED,CALCULATIONS AND DETAILS FOR THE SUPPORT AND BRACING OF ALL PIPES,DUCTS,AND CONDUITS,
STATE,AND FEDERAL AUTHORITIES.SUCH CODES,WHERE APPLICABLE,SHALL TAKE PRECEDENCE OF THESE PLANS AND SPECIFICATIONS. OR PROVIDE SUPPORT AND BRACING PER THE SMACNA"GUIDELINES FOR SEISMIC RESTRAINTS OF MECHANICAL SYSTEMS AND PLUMBING PIPING
1.7 MATERIALS,METHODS, AND INSTALLATION SHALL COMPLY WITH THE PROVISIONS OF THE CURRENT AND APPLCABLE EDITIONS OF THE SYSTEMS."
INTERNATIONAL BUILDING CODE,INTERNATIONAL MECHANICAL CODE,UNIFORM PLUMBING CODE,INTERNATIONAL FIRE CODE,THE NATIONAL 1.4 PROVIDE SEISMIC RESTRAINTS ON ALL EQUIPMENT AS REQUIRED WHERE EQUIPMENT WEIGHT IS OVER 400 LBS.,AND THE EQUIPMENT IS
2 ELECTRICAL CODE,THE FACILITY GUIDELINES INSTITUTE,AND LOCAL CODES AND ORDINANCES. DIRECTLY MOUNTED ON THE FLOOR OR ROOF,OR WHERE THE EQUIPMENT WEIGHT IS OVER 20 LES. AND THE EQUIPMENT IS SUSPENDED FROM
1.8 IN THE EVENT OF A CONFLICT OR INCONSISTENCY BETWEEN ITEMS INDICATED ON THE PLANS AND/OR SPECIFICATIONS OR WITH CODE THE ROOF,FLOOR,WALL, OR IS MOUNTED ON VIBRATION ISOLATORS. Zo
REQUIREMENTS,THE NOTE,SPECIFICATION,OR CODE THAT PRESCRIBES AND ESTABLISHES THE MORE COMPLETE JOB OR THE HIGHER PART 2- [NOT USED]
STANDARD SHALL PREVAIL. PART 3- [NOT USED] &
1.9 THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING CURRENT REQUIREMENTS WITH THE MANUFACTURER OF THE PRODUCTS USED ON THE O
PROJECT AND NOTIFY THE PROJECT MANAGER-OF-RECORD IF ANY DISCREPANCIES ARE FOUND BEFORE ANY WORK TO INSTALL THE PRODUCT SECTION 23 05 93-TESTING,ADJUSTING,AND BALANCING FOR HVAC w
IS PERFORMED. U o
1.10 WHEREVER MORE THAN ONE(1)MANUFACTURER'S PRODUCT IS SPECIFIED,THE FIRST-NAMED PRODUCT IS THE BASIS FOR THE PROJECT PART 1 - GENERAL LLJ
DESIGN AND THE USE OF ALTERNATIVE NAMED MANUFACTURER'S PRODUCTS OR SUBSTITUTES MAY REQUIRE MODIFICATIONS IN THE PROJECT 11-1
1.1 BALANCING OF THE HVAC SYSTEMS SHALL BE PERFORMED BY A NATIONAL ENVIRONMENTAL BALANCING BUREAU (NEBB) CERTIFIED BALANCING
DESIGN AND CONSTRUCTION.IF SUCH ALTERNATIVES ARE PROPOSED BY THE CONTRACTOR AND ARE FAVORABLY REVIEWED BY THE CONTRACTOR IN ACCORDANCE WITH ASHRAE SYSTEMS HANDBOOK,CHAPTER ON TESTING ADJUSTING,AND BALANCING,AND NEBB GUIDELINES. LLJ
RESPONSIBLE DESIGN PROFESSIONAL,THE CONTRACTOR SHALL ASSUME ALL COSTS REQUIRED TO MAKE NECESSARY REVISIONS AND 1.2 SCOPE: BALANCE AIRFLOW FLOW THROUGH ALL OPERABLE EQUIPMENT AS NOTED ON DRAWINGS.BALANCE EACH ZONE CIRCUIT TO OPERATING
MODIFICATIONS TO THE ORIGINAL PROJECT DESIGN,INCLUDING ADDITIONAL COSTS FOR EVALUATIONS OF THE MODIFICATIONS BY THE WATER FLOWS AS NOTED ON DRAWINGS.
RESPONSIBLE DESIGN PROFESSIONAL.
1.11 SUBMIT ONE COPY,IN PDF FORMAT,OF SUBMITTAL DATA FOR MECHANICAL AND ELECTRICAL MATERIAL AND EQUIPMENT TO ENGINEERING 1.3 UPON COMPLETION OF BALANCING THE SYSTEM,PROVIDE A FINAL REPORT CERTIFYING THE RESULTS OF THE BALANCING WORK. Lo
ECONOMICS,INC.FOR REVIEW PRIOR TO ORDERING OR FABRICATION OF THE MATERIAL OR EQUIPMENT. PART 2- [NOT USED] a
A. SUBMITTALS WILL BE REVIEWED BY ENGINEERING ECONOMICS, INC. ONLY FOR THE PURPOSE OF DETERMINING THAT THE MATERIALS, PART 3- [NOT USED]
EQUIPMENT AND INSTALLATION METHODS ARE IN ACCORDANCE WITH THE PROJECT DESIGN CONCEPTS. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR SPACE REQUIREMENTS, CONFIGURATIONS, PERFORMANCE, BASES, SUPPORTS, STRUCTURAL MEMBERS AND OPENINGS IN SECTION 23 05 53-MECHANICAL SYSTEMS IDENTIFICATION
STRUCTURE,AND OTHER APPARATUS THAT MAY BE AFFECTED BY THE MATERIAL,EQUIPMENT OR INSTALLATION. PART 1 - GENERAL z
3 B. IDENTIFY EACH ITEM WITH IDENTIFICATION CODE IDENTICAL TO THOSE USED ON THE DRAWINGS AND IN THE SPECIFICATIONS. 1.1 SUBMITTALS
C. NOTE ANY DEVIATIONS FROM SPECIFIED REQUIREMENTS. A. PRODUCT DATA: FOR IDENTIFICATION MATERIALS AND DEVICES.
D. ORGANIZE SUBMITTALS TO INCLUDE, AS A MINIMUM, THE FOLLOWING: COVER SHEET INDICATING GENERAL CONTENTS BY APPLICABLE PART 2- PRODUCTS
SPECIFICATION SECTION NUMBER AND ITEM NAME.
E. THE DATA FOR EACH ITEM SUBMITTED SHALL BE THOROUGHLY EDITED FOR THE SPECIFIC EQUIPMENT AND INTENDED APPLICATION AND 2.1 IDENTIFYING DEVICES
OPERATION. A. MARKER SYSTEM:
F. INCLUDE CURRENT PUBLISHED CATALOG AND SPECIFICATION SHEETS PERTAINING TO PROPOSED MATERIAL AND EQUIPMENT. INCLUDE 1. MANUFACTURERS: BRADY USA,MARKING SERVICES INC.(MSI),KOLBI,OR SETON.
ELECTRICAL CHARACTERISTICS,HIRING AND CONTROL DIAGRAMS. 2. MANUFACTURER'S STANDARD, PREPRINTED WITH COLOR CODING, LETTERING SIZE AND LENGTH OF COLOR FIELD ACCORDING TO ASME
1.12 ALL REMOVED ITEMS DEEMED TO HAVE VALUE BY THE OWNER SHALL BE DELIVERED TO A PLACE OF STORAGE AT THE SITE AS DIRECTED. ALL A13.1.
OTHER ITEMS MUST BE DISPOSED OF OFF-SITE IN A LEGAL MANNER. 3. USE PRESSURE-SENSITIVE TYPE OR"SNAP-ON"TYPE.
1.13 WHERE EXISTING CONSTRUCTION IS CUT,DAMAGED,OR REMODELED,PATCH WITH MATERIALS TO MATCH IN KIND,QUALITY,AND PERFORMANCE. 4. "STRAP-ON"TYPE MAY BE USED FOR PIPING OVER 6"SIZE.
1.14 ALL SIZES ARE IN INCHES. B. LAMINATED PLASTIC NAMEPLATES:
1.15 THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING AND PROVIDING ALL CEILING AND WALL ACCESS,PATCHING,AND REPAIR 1. NAMEPLATES SHALL BE APPROXIMATELY 1-1/2"X 4", 1/16"THICK, AND HAVE 1/2"HIGH LETTERING. FACE OF PLASTIC NAMEPLATES
REQUIRED IN THE IMMEDIATE AREA OF THE WORK AND ANY ACCESS OUTSIDE THE IMMEDIATE AREA OF THE WORK REQUIRED TO PROVIDE SHALL BE BLACK WITH WHITE LETTERS.
COMPLETE AND PROPERLY FUNCTIONING SYSTEMS. 2. FASTENERS SHALL BE SELF-TAPPING,STAINLESS STEEL SCREWS OR CONTACT TYPE WITH PERMANENT ADHESIVE.
1.16 CLEAN ALL NEW SURFACES AND NEW EQUIPMENT AFTER THE COMPLETION OF THE INSTALLATION.
1.17 WARRANTY: THE CONTRACTOR SHALL GUARANTEE ALL WORKMANSHIP,MATERIALS,AND EQUIPMENT FURNISHED AND INSTALLED HEREUNDER FOR PART 3- EXECUTION
4 A PERIOD OF 365 CALENDAR DAYS FROM THE DATE OF FINAL ACCEPTANCE OF WORK BY OWNER AGAINST ALL DEFECTS AND FAULTY 3.1 GENERAL
WORKMANSHIP.PARTIAL OCCUPANCY OF PROJECT SITE BY OWNER SHALL NOT BE CONSTRUED AS FINAL ACCEPTANCE OF WORK.CONTRACTOR J
SHALL REPAIR AND/OR REPLACE ALL DEFECTIVE AND/OR FAULTY WORKMANSHIP,MATERIALS,AND/OR EQUIPMENT,AND SHALL REPAIR AND/OR A. AFTER PAINTING AND/OR COVERING IS COMPLETED, IDENTIFY EQUIPMENT AND PIPING AS INDICATED. LOCATE IDENTIFICATION AS
REPLACE ALL OTHER WORK DAMAGED AS A RESULT OF SUCH DEFECTIVE AND/OR FAULTY WORKMANSHIP,MATERIALS,AND/OR EQUIPMENT CONSPICUOUSLY AS POSSIBLE EXCEPT WHERE SUCH WOULD DISTRACT FROM FINISHED AREA. z
WITHOUT CHARGE TO OWNER DURING WARRANTY PERIOD. LL.I I_B. WHERE MARKERS ARE USED IN HIGH HEAT APPLICATIONS OR EXPOSED TO HARSH CHEMICAL OR ACID ENVIRONMENTS, SPECIFICALLY
1.18 CONTRACTORS SHALL MAINTAIN RECORDED"AS-BUILT"INFORMATION ON ALL EXISTING SERVICES/EQUIPMENT RELATED TO THE PROJECT SELECT MARKER MATERIALS FOR THOSE APPLICATIONS.
UNCOVERED DURING CONSTRUCTION AND ALL NEW WORK INSTALLED DURING CONSTRUCTION AND IT SHALL BE CLEARLY MARKED IN COLORED EQUIPMENT IDENTIFICATION 2 EQ L C)L.I O
PENCIL ON A PRINT OF THE CONSTRUCTION DRAWINGS.RECORDED INFORMATION SHALL INCLUDE ROUTING,ACTUAL LOCATIONS,POINTS OF 3.
CONNECTIONS,ELEVATIONS,OR OTHER INFORMATION THAT DEVIATES FROM THE ORIGINAL DESIGN DRAWINGS.THE CONTRACTOR SHALL TURN A. IDENTIFY MAJOR EQUIPMENT, INCLUDING AIR HANDLING UNITS, FANS, BOILERS, CHILLERS, HEAT EXCHANGERS, AIR TERMINAL DEVICES, Q =
RECORDED"AS-BUILT"INFORMATION OVER TO ENGINEERING ECONOMICS,INC.AT THE COMPLETION OF THE PROJECT. PUMPS,WATER HEATERS,TANKS,COMPRESSORS,ETC. n
1.19 FURNISH AN OPERATIONS&MAINTENANCE(0&M)MANUAL COVERING ALL EQUIPMENT AND SYSTEMS INSTALLED UNDER THIS PROJECT.PROVIDE B. IDENTIFY EQUIPMENT WITH LAMINATED PLASTIC NAMEPLATES WITH A MINIMUM 1" HIGH LETTERS INDICATING FINAL EQUIPMENT TAG Ljj0- I f w m
THREE COPIES OF THE FINAL O&M MANUAL ON CD,IN PDF FORMAT,WITH TABS FOR EACH PIECE OF INDIVIDUAL EQUIPMENT. DESIGNATION,AND SYSTEM AND/OR AREA SERVED. J o m
1.20 EXISTING CONDITIONS Z
A. LOCATIONS AND SIZES OF EXISTING UTILITIES ARE SHOWN IN ACCORDANCE WITH THE EXISTING BUILDING RECORD DRAWINGS AND ON-SITE C. IDENTIFY CONTROL EQUIPMENT AND PANELS WITH LAMINATED PLASTIC NAMEPLATES. Q a p
OBSERVATIONS. CHECK AND VERIFY ALL DATA GIVEN, AND VERIFY EXACT LOCATIONS OF ALL UTILITIES PERTAINING TO THE PROJECT D. LOCATE MOTOR NAMEPLATES FOR EASY READING. RELOCATE OR PROVIDE NEW NAMEPLATES ON MOTORS IF ORIGINAL NAMEPLATES ARE LLJ > =
SCOPE OF WORK PRIOR TO PROCEEDING WITH THE INSTALLATION. NOT LOCATED FOR EASY READING. z W z
B. THE CONTRACTOR SHALL VISIT THE EXISTING BUILDING(S) AND GROUNDS AND FAMILIARIZE THEMSELVES WITH EXISTING CONDITIONS. SOME 3.3 ACCESS PANEL IDENTIFICATION Z 0 <3
EXISTING RECORD DRAWINGS ARE AVAILABLE FOR CONTRACTOR REVIEW. NO SUBSEQUENT ALLOWANCE ON BEHALF OF THE CONTRACTOR A. FURNISH TYPEWRITTEN CHARTS WITH IDENTIFICATION AND LOCATION OF ALL ACCESS PANELS SERVING EQUIPMENT AND VALVES AND Q Q J Z
5 WILL BE MADE FOR OMISSIONS,ERRORS,OR NEGLIGENCE ON THE CONTRACTOR'S PART FOR NOT FAMILIARIZING THEMSELVES WITH EXISTING INCORPORATE IN 0&M MANUALS. U
CONDITIONS. V) U F
C. VERIFY AT THE PROJECT SITE EXACT SIZE, LOCATION, AND CLEARANCES OF EXISTING SERVICES AND MECHANICAL AND ELECTRICAL SECTION 23 07 00-MECHANICAL INSULATION Q o J
EQUIPMENT. PART 1 - GENERAL U U n
D. THE CONTRACTOR SHALL REMOVE, RELOCATE, REPLACE WITH NEW AND/OR RECONNECT ALL EXISTING SERVICES AS REQUIRED BY NEW 1.1 INSULATE ALL MECHANICAL SYSTEMS PER THE LATEST EDITION OF WASHINGTON STATE ENERGY CODE AND THE MECHANICAL MATERIALS
CONSTRUCTION. SCHEDULE.
1.21 IF ANY PART OF THE CONTRACTOR'S WORK DEPENDS UPON THE WORK OF A SEPARATE CONTRACTOR, THE CONTRACTOR SHALL INSPECT SUCH PART 2- PRODUCTS
OTHER WORK AND PROMPTLY REPORT IN WRITING TO THE OWNER ANY DEFECTS IN SUCH OTHER WORK THAT RENDERS IT UNSUITABLE TO
PERFORM THE WORK OF THIS CONTRACTOR. FAILURE OF THIS CONTRACTOR TO SO INSPECT AND REPORT SHALL CONSTITUTE AN ACCEPTANCE 2.1 ALL PIPING/DUCT INSULATION AND COVERINGS SHALL HAVE AN ASTM FLAME SPREAD RATING OF 25 OR LESS AND AN ASTM SMOKE
OF THE OTHER CONTRACTOR'S WORK, EXCEPT AS TO DEFECTS, WHICH MAY DEVELOP IN OTHER CONTRACTOR'S WORK AFTER EXECUTION OF DEVELOPED RATING OF 50 OR LESS. 4F,`tF D WIG,
THIS CONTRACTOR'S WORK. PART 3- EXECUTION ;!vzt 0 t'Ya�O
1.22 INSTALL ALL PIPING AND DUCTWORK TO AVOID ARCHITECTURAL FRAMING,STRUCTURAL MEMBERS,AND OTHER OBSTRUCTIONS.COORDINATE
PIPING AND DUCTWORK LOCATION WITH ALL APPLICABLE CONTRACT DRAWINGS AND INSTALLATION WORK OF OTHER TRADES. SECTION 23 OH 00-COMMISSIONING OF HVAC
1.23 CLEARANCES AND ACCESS SHALL BE MAINTAINED ON ALL NEW AND EXISTING EQUIPMENT TO ENSURE PROPER EQUIPMENT MAINTENANCE. PART 1 - GENERAL
1.24 THE CONTRACTOR SHALL MAKE THEIR OWN PROVISIONS FOR DELIVERY AND SAFE STORAGE OF ALL MATERIALS AND SHALL ASSUME FULL '3262 �.
RESPONSIBILITY FOR CONDITIONS AND/OR SAFEKEEPING OF MATERIALS FURNISHED BY OTHERS UPON ACCEPTANCE OF SAME. 1.1 COMMISSIONING SHALL BE PERFORMED BY ENGINEERING ECONOMICS, INC. PER THE [WASHINGTON STATE ENERGY CODE LOCAL/STATE ENERGY ,�, Rt'crsTenE° v
1.25 THE CONTRACTOR SHALL ASSUME SOLE RESPONSIBILITY FOR SAFETY OF ALL PERSONS ON OR ABOUT THE CONSTRUCTION SITE IN CODE. IONALOti
ACCORDANCE WITH APPLICABLE LAWS AND CODES.GUARD ALL HAZARDS IN ACCORDANCE WITH THE SAFETY PROVISIONS OF THE LATEST PART 2- [NOT USED]
6 MANUAL OF ACCIDENT PREVENTION PUBLISHED BY THE ASSOCIATED PRIME CONTRACTORS OF AMERICA AND OSHA. PART 3- [NOT USED]
1.26 MAINTAIN EXISTING FACILITY SERVICES
A. PHASING OF THE WORK FOR THIS PROJECT SHALL BE COORDINATED BY THE PRIME CONTRACTOR AND PERFORMED WITH A MINIMUM OF SECTION 23 09 00-CONTROLS DESIGNED BY: DRAWN BY: "
DISRUPTION TO THE FACILITIES OPERATION.
PART 1 - GENERAL DT RH
B. COORDINATE AND SCHEDULE ALL WORK WITH HOSPITAL ENGINEERING, INCLUDING CONSTRUCTION ACCESS AND STORAGE. THE 7,1 NEW CONTROLS SHALL BE PROVIDED BY ATS AUTOMATION. DATE: APPROVED BY:
CONSTRUCTION SCHEDULE AND HOURS OF WORK SHALL BE APPROVED BY HOSPITAL FACILITY ENGINEERING PRIOR TO THE START OF
CONSTRUCTION. 1.2 PROVIDE GRAPHIC CONTROL TYPICAL OF THE MOST RECENT BUILDING INSTALLATIONS AND INTEGRATE THE NEW CONTROLS INTO THE BUILDINGS 02/07�2025 JN ��
EXISTING WEB ENABLED SYSTEM.THE PRIMARY CONTROLLER SHALL BE BACKED UP WITH A UPS SIZED FOR OPTIMUM PERFORMANCE AT
C. ALL UTILITIES REQUIRED FOR THE CONTINUOUS OPERATION OF ALL EXISTING FACILITIES MUST BE MAINTAINED IN SERVICE AT ALL TIMES, OPERATING LOAD. wg
EXCEPT AS REQUIRED FOR NEW SYSTEMS CONNECTION.COORDINATE SHUTDOWN WITH HOSPITAL FACILITY ENGINEERING. SCALE: FILE NAME:
1.3 CONTRACTOR SHALL FURNISH ALL MATERIALS,INCLUDING ALL HARDWARE AND SOFTWARE,FIELD HARDWARE PANELS,SENSORS,FIELD CONTROL
D. ALL SERVICE SHUTDOWNS AND START-UPS SHALL BE SCHEDULED A MINIMUM OF 72 HOURS IN ADVANCE AND SUPERVISED BY HOSPITAL DEVICES,WIRING AND CONDUIT.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENGINEERING,SOFTWARE PROGRAMMING SUPERVISION OF None MO.2 s
FACILITY ENGINEERING. INSTALLATION,INSTALLATION LABOR,SENSOR CALIBRATION,SYSTEM CHECKOUT,PERMITS AND INSPECTIONS AND COMMISSIONING SUPPORT,AS
NECESSARY,TO PROVIDE A COMPLETE AND FULLY OPERATIONAL BMS SYSTEM AS OUTLINED IN THIS CONTROL POINT LIST AND THE SEQUENCE PROJECT No: 03-24423 €
E. ALL FACILITY OPERATIONS SHALL REMAIN UNINTERRUPTED AND UNDISTURBED. ALL WORK IN OCCUPIED AREAS SHALL BE SCHEDULED "OF OPERATION. s£
DURING OFF-HOURS AND COORDINATED WITH THE FACILITY SO THAT SUCH WORK IS COMPLETED, AREA CLEANED, AND ALL SERVICES 1.
RESTORED AND CODE COMPLIANT PRIOR TO RETURNING TO NORMAL OPERATING HOURS. PART 2- [NOT USED] SHEET TITLE:
F. ALL CONNECTIONS TO EXISTING SERVICES SHALL BE MADE DURING APPROVED OFF-HOURS. SERVICE SHALL BE RESTORED AND PART 3- [NOT USED] Mechanical a
CODE-COMPLIANT PRIOR TO NORMAL HOURS. NO SERVICE INTERRUPTIONS DURING NORMAL HOURS ARE ALLOWED UNLESS OTHERWISE g
APPROVED BY HOSPITAL FACILITY ENGINEERING. Specifications €
7 PART 2- [NOT USED] gy
PART 3- [NOT USED]
SHEET NUMBER:
M0.2
€m
A B c D E F G H I
4 J
--- - \'J 245 U O n
IsJ �
S1 8x6 Ci 12 II ,1 Ei 1e" iu-6-15 Tu-6-t6 70 e`s`p 8"m oo t L 1zoa"sm .�
C
F�wc LL
EsOpT 5 zo z 12
Sedu ,ox $80 Rl 49tP 1II MM o
aro R1 120 PalieNT I I J W D a
Ci am _ R1 s"m. II
f f zoo R 17
LXJ c eo a' w
10"m Bay Bay Bay P Pr ay ay Pre-0P Bay R l 12x121 2
360 6"m 6"m 6"m C 1 600 C l t m
C1 10o C1 10o Ci 10o a ,so � '"'^3
6"m 3 m
-- Cl f 510 Ri 40m I Patient TO'let t o man, fX1 1 e••m __ 0 m
eu
_ 14x12 R1 Igo M:am C1 250
70 Cl
4
T< ; TOa X IX R1 1m"m nP_. Cl
01 110a"om YYYYY
- CEi ez0
2 uC ( P )
8 c AREA
a
z
- s 3reum xaey �-I o
' 20x1
Q 160"mo Et R1 11az0°a.°°m CT Sn
x24'0m
ED Eq
®
-IrT-7�Fx12 II OJ
2.10' TU-6-] nt Toi e U o2 m OOF
LLJ
WORK atWo_
TO'let
ACU-7 II II LLI
6"m Ri 70 X 12x10 2.22 Sf{A 0 C1 120 gna
Ei 90 X ns m — C1 210 (n
1 o"m --
260 0"m
E1 18m 140 TYP 2) a S R1 33o F/S t 360 R1 vo
prams Tesmme 1 x14 22x14 36x16 Ct 27511 36x24N e^m
e r 190 C1 10"m
275 10^m i8x20 HAFT 34x24 F/S 26x2 206 Rt 210
10"m a° 3 C 1 e.m Z
3 -- -6-19 IL R1 13o F1 L 100
IR1 12 250 S 1 sail ufility 34x1 �- ul 210
/ s / e..m
6x12
s
on C 1 z"m � C 1 83 Tu-6-2a art- R x U 18x 16 X I 0 1 o'm ru-6-9
EA UP
SIaM Lou 390 12" 10 8"m 6•m y Obsarva X
1z"m � T tear 1 390 Ico t- ILn 1} 8.m P iX Ri Rc so itin a..m
R1 aso EM1 rsP Rl 130 10"m F/S 0 y C1 ,Om 1 u El 120
0
a On H Rl 8} �tiID UP Ct 230 C1 g^m 4 4X'I
CUH-1 14
//LLJJ 1°0
XI _ xl R1 Ct so
O rXt TU-6-22 f 130 2 0
a" P oenroressm�uanl ore55i11
X1 TU 6 2 4X1 o Ci 13 El 15 tint Dressirhq Patient Dressing Pat_t DressinO q¢i
slibul 0 x x
360 12"m of L � �
Ct aoo Tn-6-2s C1 10 m - 6 -
1 40 X .. 350 X R 1 a m C t 2 m UI e..m
C4 8"m nP. — o 120 120 360 C1 2,0
a0 2 6_
TIT F1 pla m R1 6romilrco"5mtama Xt �X z
8"0
Nurse Slab n E 1 90 1 210
4 II m fX, a. a"m afie a"m 6-m 0II N - m R1
1L11 C o••m_ - Ct 1a O E Ci 6„gzo r }°° 6x1 J
_ _ W H
12"0 - - tO mrek
3 mFL
E"m C1 anent Toilet r��
300
J 0^m L6J# w
6..m
a" U O
C Cl m P T C1 265 Q
10"m 205 1 6"m 8"m n M
C3 Is la' MB N-6-29 Station 50 10 El Nuc MBd D_ Lu
240 9.1N El ]0 10"m 200 F
em X Ct 205 rgiielu I � Td eeg Ilnerview Ci Tdp 30.0 � w J �m
Et zoo � _ C, a o C, 10 m J z z
4x 4 --- — e R1 10. e fXl ACU-9 eml e" ❑ 265 w Q a~U'
20 0 / N Z
-- f 1 ru 1o"m C1 10 m �1 E1 12"m 1, lo"m z w -N
T-5-5 ETU-5-4 470 z Q Q
10"0
a'm 'Ct 34o rXt 164 Q Q a 3
5 ci 130 Ell
Ri z7 R1 830 18x14 14x12 LXj U U O
f-1 iu-- - � (n N co
am • am X
E1 4ao o f 8"m o f l a m 130 450 R1 230 O X 6"m r M K
130 130 "0 _ C1 200 I U U M Q
tom Isolal Pow my Pat Ba R1 Pali[ Be Petlent Be PalieN Be d B R1 Pali Be C1 380 r�
C1 zao 13 F 8"m C1 � e°m e arJIT,I Fi
185 ,85 El 1 oo L—J J
II
r
` 18x12 Faml aAln9 1 x10 x1
'entativoca` vending Machine Ig•p
oils U L—J L k
4y5 �Y NIC
C 1 130 C 1 130 C 1 130 C 1 130 C 1 130 C 1 130 Admit A tlF Ad al Adrhl 3 I. a..m WASFjl
t ,90
E1 to L—� Fi Were a
220
En
E� 10'm oil U C1 1]5
�J262 F2,'2"m � 220 I 4'd'CrsTEt<E9 �'
60FISSIONALOl
C4 180 2 80 --
Si 2 S 2xo6 S22x6 St St S1 6 6
'DESIGNEDBY: DRAWN B:34 40 44o 50 DT RH
DATE: APPROVED BY:
02/07/2025 JN
SCALE: FILE NAME:
ea
None M2.1 6s
PROJECT No: 03-24423 g$£
®I I®I SHEET TITLE 1�
First Floor
FIRST FLOOR PLAN - MECHANICAL 0� Mechanical Plan
7 Scale: 1/8-1,-o"
0 1 2 4 8 12 ft. NORTH
1�4 - 1 0 SHEET NUMBER:
0
KEY PAN 1st FLOOR
OTTOLE M2. 1
2. / c=�€m
A B O D E F G
SPECIFIC NOTES THIS SHEET: U
O CONFIRM /REBALANCE THE EXISTING GRID TO AIRFLOW INDICATED.
OADJUST THE EXISTING TERMINAL UNIT TUS-6-1 "DESIRED CFM"TO C i E
625 CFM. O a LL
TAB O ADJUST THE
EXISTING TERMINAL UNIT TUS-6-14"DESIRED CFM"TO
1550
04 ADJUST THE EXISTING TERMINAL UNIT TUS-6-32"DESIRED CFM"TO m a m
200 CFM. _
5 SPRINKLER HEAD AND w REP a' _
QUICK RESPONSE SPRI I F rTIIRER TO MATCH
ING) n 3
3m
S1 550"CFM
120
550 CFM Ri
10"0
2
z
(N) UPS o
F
1223A N;�,C1L 8" -- U
/ (N) ` 12 w
8x8 , S 1 'I W
S] 7 C \ 70 �
G o,\ sup
X 75 CFM tOr as `�`` LLI
/ B D
i 0 ` ` rn
(R) Office Office 0 `�%
Patient Bay 1223 1222 o
TU-6-15 TU-6-16 1335 8"p TU-6-16 R1 8
Pa ent Bay Patient Bay Pati nt B y 8"0 2° 7 R� 120 C 1 g"� E 120 z
3 1 40 - C 1 200 6"m (E) - I 200
LI — —
r - ay ay Pre-OP Bay
,12x12
„� 6"0 6"� C 1 600 C 1 600 C 1 6' C 1 100 C 1 1 0 S �._.�400 1
0 C 1 100 C 1 100 � �i 6"0
220 43x20 70 43x20
4 TU-6-32 (E) Toil
4 0 2 0 1227A R 4 0 12
R 1 T C 1 51 o R 1 400 ' Patient Toilet
N un 10 400 1221
q 1 46A -
5 6"o C
� J
Z
E1 W
TU-6-14 (E) rx-
W �
I I 3 1 4"� s,.� , 14" U
O
Toilet II1�
I Consul "� Toilet 45 X 450 TU- 7 J =
1345 R1 o Nu Station 1334A TU-6-1 (E) TYP 3 + }
2 6 ( W W w
J rn
E 1 TYP. 8o Ca
R 1
8'0 6 E1 14"� TYP. Z
C 1 6 o C 1 180 OJA R 1 385 85 Arauma_ w ; 'a
70 1334 2 Z W
5 12x10 2„� 20x 18 sP ( 10 Trauma X-Ray 2"0C 1 20x 1 CT Scan O Q Q Q 3
� � 0 V U Io
X 200 R 1 400 5 4"0 5 1227 X 14"o x rn y
tro X )00 200 U U M a
60o E 1 Electrical R 1 10"0 33 5 uX
1331 240 � N TUR
TU-6-18 T 13D a � ' �
O 66R
ACU-7 - 111 rol 1 �4�0 WAsr;°�
2x10 12"0 C1 1 22x22 SHAFT =
X , x22 SHAFT 4 X O 12"0 — - ®� m
75 7 775
(TYP72) 3262
340 10"o 10"o TYP 2) N 1 R1 10 JF/S
R1 �sIrow-1 4 N R 1 330 R 1360 S 330360 IONA6
s S X g
- ------------ -- C1 rn 1 275 r 1
_ N ___ y 1000A TU-6-5 10 „
2x 14; 36x 1 6 275F,36x2436x24 1 DESIGNED BY: DRAWN BY:
SHAFT 1 34 4 34x24 F/S DT RH
18x20 �/� DATE: APPROVED BY:
F/S 02/07/2025 JN
G a
x O F S O 6 0 �+ F S SCALE: FILE NAME: ;e
»� SA 6»� +i� / SA LU X C 1 �� None M2.2 k
1 130 cc C 1 100 �14i3�19H O 34X 1 6 1 UO 5011 Utility 3 PROJECT No: 03-24423 9£
/J /S �1 8"o SHEET TITLE: 3w
F/S F/X o" ^ I n 8" /�n\ ^ ^ Partial First Floor
8 � F
Mechanical Plans- €�
2 PARTIAL FIRST FLOOR PLAN — MECHANICAL NEW 0� 1 PARTIAL FIRST FLOOR PLAN — MECHANICAL DEMO 0� demolition &New
Scale: 1/4"=1'-0" Scale: 1/4"=1'-0"
NORTH NORTH SHEET NUMBER: =o
0 1 2 4 8 12 ft. 0 1 2 4 8 12 ft.
M2.2 A
€m
CITY OF ARLINGTON
18204 59th Avenue NE,Arlington,WA 98223
INSPECTIONS:360-403-3417-Permit Center:360-403-3551
BUILDING PERMIT Er
330 S STILLAGUAMISH AVE Permit#:6689
Parcel#:31051100102900 PERMIT EXPIRES 180 DAYS AFTER
DATE OF ISSUANCE.
Scope of Work:Revising duct and adding TU Valuation:25000.00
OWNER APPLICANT CONTRACTOR
PUBLIC HOSPITAL DISTRICT#3 Harris Pacific Northwest Harris Pacific Northwest
330 S STILLAGUAMISH 3436 Airport Dr 3436 Airport Dr.
ARLINGTON,WA 98223 Bellingham Bellingham,WA 98226
3602553681 360-739-3730
LIC:604199 840 EXP:01/31/2026
LIC:HARRIPN813JP EXP:04/17/2026
MECHANICAL CONTRACTOR PLUMBING CONTRACTOR
LIC#: EXP: LIC#: EXP:
JOB DESCRIPTION
PERMIT TYPE: COMMERCIAL MECHANICAL CODE YEAR: 2021
STORIES: 1 CONST.TYPE: IA
DWELLING UNITS: OCC GROUP: I-1;Institutional
BUILDINGS: OCC LOAD:
PERMIT APPROVAL .
The issuance or granting of this permit shall not be construed to be a permit for,or approval of,any violation of this Code or any
other ordinance or order of the City,of any state or federal law,or of any order,proclamation,guidance advice or decision of the
Governor of this State.To the extent the issuance or granting of this permit is interpreted to allow construction activity during any
period of time when such construction is prohibited or restricted by any state or federal law,or order,proclamation,guidance advice
or decision of the Governor of this State,this permit shall not authorize such work and shall not be valid.The building official is
authorized to prevent occupancy or use of a structure where in violation of this Code,any other City ordinances of this jurisdiction or
any other ordinance or executive order of the City,or of any state or federal law,or of any order,proclamation,guidance advice or
decision of the Governor.The building official is authorized to suspend or revoke this permit if it is determined to be issued in error or
on the basis of incorrect,inaccurate or incomplete information,or in violation of any City ordinance,regulation or order,state or
federal law,or any order,proclamation,guidance or decision of the Governor.
I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK
AUTHORIZED THEREBY;NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE
STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27.
THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND
ALL FEES ARE PAID.
IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN
MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED.IBC110/IRC110.
SALES TAX NOTICE: Sales tax relating to construction and construction materials in the City of Arlington must be reported on
your sales tax return form and coded City of Arlington#3101.
L
L Digitally signed by Holly Gilbert
ON Harris PNW,CNeHolly Gilbert
pany.com,
— Holly G i l b e rt Date.2025.09.03 10 31 53-07'00' 09/03/2025
Applicant Signature Date Building Official Date
_ CONDITIONS
Adhere to approved plans.Permit shall be onsite for inspections. Call for inspections.
The property owner shall ensure that the construction project complies with all applicable zoning codes and regulations.The property
owner shall also ensure that the construction project does not cause any adverse impact on the surrounding environment or
community.The property owner shall be responsible for obtaining all necessary permits and approvals from the relevant authorities
before commencing construction.The property owner shall ensure that the construction project complies with all applicable design
review requirements.
THIS PERMIT AUTHORIZES ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE
PROPERTY ONLY.ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS,SIDEWALKS,DRIVEWAYS,
MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION.
T PERMIT FEES
Date Description Fee Amount
09/03/2025 Web Only-Mechanical Commercial Plan Review $381.06
09/03/2025 Credit Card Service $11.43
09/03/2025 Processing/Technology $25.00
09/03/2025 Ductwork/Dryer Duct $1.00
09/03/2025 Mechanical Base $25.00
09/03/2025 VAVBoxes $10.00
Total Due: $453.49
Total Payment: $453.49
Balance Due: $0.00
CALL FOR INSPECTIONS
Call by 3:30 pm for next day inspection,allow 48 hours for Fire Inspections
When calling for an inspection please leave the following information:
Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon
INSPECTION INFORMATION I Pass/Fail
Permit#: 6689
Permit Date: 08/27/25
Permit Type: COMMERCIAL MECHANICAL
Project Name: CVH CT Scanner Renovation
Applicant Name: Harris Pacific Northwest
Applicant Address: 3436 Airport Dr
Applicant, City, State, Zip: Bellingham
Contact: Holly Gilbert
Phone: 3602553681
Email: hgilbert@harriscompany.com
Scope of Work: Revising duct and adding TU
Valuation: 25000.00
Square Feet: 200
Number of Stories: 1
Construction Type: lA
Occupancy Group: I-1; Institutional
ID Code:
Permit Issued: 09/03/2025
Permit Expires: 03/03/2026
Form Permit Type: COMMERCIAL MECHANICAL
Status: COMPLETE
Assigned To: Hannah Hardwick
Property
Parcel# Address Legal Description Owner Name Owner Phone Zoning
31051100102900 330 S STILLAGUAMISH PUBLIC HOSPITAL 651 Medical&Other
AVE DISTRICT#3 Health Services
Contractors
Contractor Primary Contact Phone Address Contractor Type License License#
Harris Pacific Northwest Satoshi Larsen 360-739-3730 3436 Airport Dr. CONSTRUCTION UBI 604 199 840
CONTRACTOR
Harris Pacific Northwest Satoshi Larsen 360-739-3730 3436 Airport Dr. CONSTRUCTION L&I HARRIPN813JP
CONTRACTOR
Inspections
Date Inspection Type Description Scheduled Date Completed Date Inspector Status
09/15/2025 C00. Final inspection approved 09/15/2025 CED INSPECTOR Approved
CONSULTATION per photos provided.
CIO.
09/11/2025 MECHANICAL 09/12/2025 09/12/2025 BUILDING Completed
ROUGH-IN
Plan Reviews
Date Review Type Description Assigned To Review Status
08/28/2025 COMMERCIAL BUILDING Approved
MECHANICAL
Fees
Fee Description Notes Amount
Enter I if permit is for commercial
Web Only-Mechanical Commercial Plan mechanical $381.06
Review
(Table 4-1)
Credit Card Service $11.43
Processing/Technology $25.00
Ductwork/Dryer Duct $1.00
Mechanical Base Permit Fee $25.00
VAV Boxes Variable Air Volume-AC System $10.00
Credit Card Service $1.83
Total $455.32
Attached Letters
Date Letter Description
09/03/2025 Building Permit
08/27/2025 Web Form-Building Application
Payments
Date Paid By Description Payment Type Accepted By Amount
08/28/2025 Holly Gilbert 241454857 $11.43
08/28/2025 XBP Con£ $381.06
241454857
09/03/2025 Holly Gilbert 241937337 Hannah Hardwick $1.83
09/03/2025 XBP Con£ $61.00
241937337
Outstanding Balance $0.00
Uploaded Files
Date File Name
09/03/2025 28096525-20250828 BLD6689 Approved Plans.pdf
09/03/2025 28096517-Issued Permit.pdf
08/27/2025 3a7ebOad3cd43c94c5e3f586805ld411_20814771-commercial_mechanical- cvh_ct scanner_renovation Dermit.pdf
08/27/2025 5cbf50c5399070aaOfcl3e834f502418 mechanical drawings.pdf